HomeMy WebLinkAbout10534 Hussey Lane ConstructionPlansS & A JOB No. 95006STLPLANS 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: BRIAN M. BROWN
EMAIL: bbrown@stoeppelwerth.com
10534 HUSSEY LANE
Owner:
Megan Pace & Joshua Smiley
10356 High Grove Drive
Carmel, Indiana 46032
Contact: Megan Pace
Phone: (415) 341-6050
Email: pace.megan@gmail.com
106th STREET HUSSEY LANESITE
SOILS LEGEND
MAP UNIT BRIEF DESCRIPTION
Sh Shoals silt loam, 0 to 2 percent slopes, frequently flooded, brief duration
YmsC2 Miami silt loam-Urban land complex, 6 to 12 percent slopes, eroded
YmsD2 Miami silt loam-Urban land complex, 12 to 18 percent slopes, eroded
SOILS MAP
SCALE: 1" = 250'
LOCATION MAP
SCALE: 1" = 1,000'
PROJECT SITE MAP
SCALE: 1" = 250'
SITE
FLOOD MAP
NOT TO SCALE
FLOOD STATEMENT
THIS IS TO CERTIFY THAT NO PORTION OF THE SUBJECT PROPERTY IS LOCATED IN A
SPECIAL FLOOD HAZARD ZONE "AE"AS SAID TRACT PLOTS BY SCALE ON COMMUNITY
PANEL 18057C0216G OF THE FLOOD INSURANCE RATE MAPS DATED NOVEMBER 19,
2014
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.
SHEET INDEX
SHEET No. SHEET TITLE
C001 COVER SHEET
C100 TOPOGRAPHICAL SURVEY / DEMO PLAN
C200 SITE DEVELOPMENT PLAN
C300
C301A - C301B
SWPPP - PERMANENT PLANS
SWPPP - SPECIFICATIONS & DETAILS
C400 STORM SEWER PLAN & PROFILE
C500
C501
CROSS-SECTIONS - STATION VIEW
CROSS-SECTIONS - SECTION VIEW
C800 CONSTRUCTION SPECIFICATIONS & DETAILS
REVISIONS
SHEET No. DESCRIPTION DATE BY
ALL REVISED PER MUNICIPAL COMMENTS 04/25/23 RBM
GRAPHIC SCALE
( IN FEET )
1" = 250 FT
SITE
106th STREET
HUSSEY LANESPRING MILL ROADSPRING MILL ROADYmsD2
YclA
MoC3 MnB2
YmdD3
Sh
Sh
YmsC2
YmsC2
YmsB2
YmsB2
YclA
I-465 DITCH ROADSITE
HUSSEY LANEJUMPER LANEJUMPER LANELAND DESCRIPTION
A part of the West Half of the Northeast Quarter of Section 10, Township 17 North, Range 3 East, described as follows. In which the Record Land
Description is described as, "Beginning at a point 939.4 feet South of the Northeast corner of the West Half of the Northeast Quarter of Section 10,
Township 17 North, Range 3 East, and run thence West 450.00 feet; thence South 163.57 feet to a point in the center of a creek; thence the next 6
calls being along the center line of said creek; thence South 84 degrees 02 minutes 07 seconds East 43.33 feet; thence South 45 degrees 11 minutes
18 seconds East 52.12 feet; thence North 32 degrees 00 minutes 30 seconds East 24.80 feet; thence North 89 degrees 30 minutes 20 seconds East
155.24 feet; thence, South 65 degrees 27 minutes 03 seconds East 122.19 feet; thence North 79 degrees 11 minutes 42 seconds East 39.43 feet;
thence South 72 degrees 29 minutes 49 seconds East 52.93 feet to a point on the East line of said West half of the Northeast quarter; thence North
on and along said East line 237.97 feet to the beginning point, in Hamilton County, State of Indiana", per warranty deed in the Office of the
Recorder, Hamilton County, Indiana.
BRIAN M. BROWN
PROFESSIONAL ENGINEER
03/17/23
ZONING: S1
10' MINIMUM SIDE YARD
30' MINIMUM AGGREGATE SIDE YARD
40' MINIMUM FRONT YARD
20' MINIMUM REAR YARD
THIS PLOT PLAN WAS PREPARED USING AN
ALTA/NSPS LAND TITLE SURVEY BY
STOEPPELWERTTH & ASSOC. 02/08/2021.
LOT AREA: 89,298 SQ. FT. (2.05 AC.)
DISTURBED AREA: 41,300 SQ. FT. (0.95 AC.)
PARCEL #17-13-10-00-00-016.001
100 YEAR ELEV. = 818.36
MINIMUM FLOOD PROTECTION GRADE = 820.36
MINIMUM LOWEST ADJACENT GRADE = 820.36
UTILITY CONTACTS:
Center Point Energy
16000 Allisonville Road
Noblesville, Indiana 46060
Attn: Chad Miller
(317) 776-5590
TriCo Regional Sewer Utility
7236 Mayflower Park Drive
Zionsville, Indiana 46077
Attn: Ryan Hartmen
(317) 844-9200
Ryan.hartman@trico.eco
AES
1230 West Morris Street
Indianapolis, Indiana 46221
Attn: Dan Davenport
(317) 261-5497
Dan.davenport@aes.com
AT & T
240 North Meridian Street
2nd Floor, Room 280
Indianapolis, Indiana 46204
Attn: Steven Krebs
(800) 288-2020
Sk4986@att.com
Carmel Water Utilities
3450 West 131st Street
Westfield, Indiana 46074
Carmel Clay Communications
Center
31 1st Avenue NW
Carmel, Indiana 46032
(317) 571-2586
Charter Communications
Indianapolis
(Spectrum)
240 N Delaware Street
Indianapolis, IN 46204
Estimated Construction Start Date: 04/01/2023
05/17/23
BENCHMARK DATA
BENCHMARK NOTE:
ORIGINATING BENCHMARK:
HAMILTON COUNTY BENCHMARK G44. A BRONZE PLATE SET IN THE
TOP OF THE NORTHWEST WING OF THE SOUTHWEST BOUND LANE
BRIDGE ON I-465 OVER WILLIAMS CREEK.
ELEV= 809.07' (NAVD 88)
SITE TBM:
A MAG NAIL SET IN THE ASPHALT ON THE WEST SIDE OF THE EAST
DRIVEWAY ENTRY 4.5' +/- FROM THE WEST EDGE OF PAVEMENT AND
APPROXIMATELY 4.5' +/- NORTH OF THE MOST SOUTH EDGE OF
PAVEMENT OF THE INTERIOR GRASS ISLAND.
ELEV= 816.32' (NAVD 88)
GENERAL NOTES
1. 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.
2. THIS SURVEY REFLECTS ABOVE GROUND INDICATIONS OF
UTILITIES AND INFORMATION AVAILABLE FROM UTILITY
COMPANIES. THE SURVEYOR MAKES NO GUARANTEE THAT THE
UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES
IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE
SURVEYOR FURTHER DOES NOT WARRANT THAT THE
UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION
INDICATED, ALTHOUGH HE DOES CERTIFY THAT THEY ARE
LOCATED AS ACCURATELY AS POSSIBLE FROM THE INFORMATION
AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE
UNDERGROUND UTILITIES.
LEGEND
EXISTING FEATURES
WATER MAIN
ELECTRIC LINE, OVERHEAD
ELECTRIC LINE, UNDERGROUND
GAS MAIN
FORCE MAIN
SANITARY SEWER
STORM SEWER
CONTOUR
WATER FLOWLINE
FENCE LINE
TREE LINE
WATER, HYDRANT
WATER, VALVE
WATER, METER
UTILITY POLE
GUY ANCHOR
ELECTRIC, TRANSFORMER
CABLE, PEDESTAL
TELEPHONE, ACCESS COVER
TELEPHONE, PEDESTAL
LIFT STATION, WET WELL
LIFT STATION, VALVE VAULT
TILE RISER
WETLANDS MARKER
MAILBOX
SIGN
TREE
DEMO FEATURES
TO BE REMOVED, LINEAR
TO BE REMOVED, AREA
TREE PROTECTION FENCE
GRAPHIC SCALE
( IN FEET )
1" = 50 FT
CP/M5
23
829.757
M/4_5/8_DN_0.4
31
814.625
M/4_1/2_TOP
34
813.884
M/4_1/2_TOP
P.W.P.T.P.828.91828.91829.70829.10825.87
825.87826.1182 6.108 26.12825.70825.69825.78P.W.P.
P.W.P.824.29823.01825.00824.36821.8082 2.97
82 2.91823.03822.25820.59 819.66 820.37820.30 820.22820.34819.36819.52819.55819.19819.24818.70
817.86
817.66 817.84817.78817.82817.77817.66816.84816.56DYHWV
815.30817.29817.32 816.83816 .99
816.83816 .87
816.96817.05 815.65816.58 816.58816 .82816.13
815.90 816.02P.W.P.813.59816.21816.20815.70815.77816.64816.68 816.66 816.65817.38
817.
6 2817 .3 4817. 61816.91816.92 816.88816.88
815.91815.73816.15816.32
816.26815.85816 .12815.
29
813.48813.12813.24813.17
813.42811.77 809.21809.07809.23810.63812.94 809.38814.19813.74816.64817.35816 .50817.02
816.12 M.B.816.36815.6
6
815.38814.95815.27815.0
7 815.16815.35 8 15.41815.81 815.82815.99816.06816 .08816.12 816.72816.628 17.39818 .38
818.13818.30818.44 818.79817.
53
817.40 817.23 817.08816.25816.18816.24816.81817.27817.50818.01 817.52 815.76
8 17.11815.59816.12817.00818 .16819.30821.54825.55
828.22824.01819.30 829.33818.72823.74818.63820.89819.64820.02 818.25816 .65816.15821.22823.11819.37818.81818.94818.61315
818.923
CP/M5
818.69820.11819.22819.068 19.02 819.25818.81 818.05 820.39 820.10820.17
819 .92 82 0.23820.50820.30820.48830.42830.40830.36830 .45 830.34830.37
818.66 808.64 808.97812.36809.35813.698 08.41809.07810.79 813.66 812.80812 .32
813.90810 .89 813.62 8 09.43
809.0
0
809.46813.
9480 9.8780 9.27809.64811.99
809.91 814.9280 8.02
813.51809.07 809.66 813.20814.44815.11 810.85 813.66 809.53809.97814.13810.10814.84 809.94810.05814.22814.97814.97 814.31810.88 810.39810.69 814 .22 808.82811.
12
810.84814.29814.37 815.33 815.13816.35 814.30811.33 810.86 811.26 811.56811.18 811.71 815.72817.40815.64 817.45 815.10817.2
3 817.81816.96816.09 816.11817.038 17.94 817.33816.72815.31 811.94811.46812.19 815.30 814.68814.88815.21812.12 811.52 815.36 811.88812.18 815.88 816.69 AC 820.22820.14819.74 819.43819.67820.22820.16 819.63 8 19.77819 .908 19.33820.32820.16820.19 820.308 20.25 820.23 820.34820.27 818.69 818.86817.44815.83818.14816.74W816.48816 .60816.63817.87817.70817.84818.01 817.96818.00818.05817.78817.80 817.75817.36 817.55 816.84 817.11817.12 818 .56
817.50818.04817.3081 8.95816.36818.53816.08
815.57 813.90812 .31 815.76815.39 815.39 815.45 815.48815.45 810.60 812.05 812.16814.28 814.59 8 15.87
813.07 816.66 812.24814.86 812.38815.25811.71814.27812.58 811.61 812.55815.68816.10 812.49 815.97 812.31 811.62812.54 814.38 816.11816.19 817.21 813.97
816.92812.89812.16 812.48812 .39815.5 2 816.23 813.0 3812.94 813.42816 .61817.05 816.79 817.28 8 17.10 816.38 816.89 817.06 813.83816.81812.96812.20 818.36 813.55 813.22 813.35
816.15813.51 813.26813.49816.88 817.10 815.89 817.08 815.71 814.89813.68813.36813.19813.33 8 13.69
814.34 816.95 815.67813.72 815.55817.16814 .33814.29 816.10813.52813.72815.72 818 .448 16.02 813.89 813.39814.06 816 .89 817.39 817.43
817.1
5817.51818.44818.43818.55818.55819.02819.17818.99819.23819.19819.19819.14819 .15
819.18819.12819 .01819.17819.18819.17 819.16 819.02 818.98 818.48818.31823.60817.91822.93817.50822.07818 .94818.9
0 AC 818.91818.83818.95GM
E.M.819.03 818.79 818.10818 .19817.
99
8 17.95818.18818.22818.29 818.25 8 18.21
818.21818.25818.26821.20823.11818.13 824.18818 .32818.94
818.63824.70821.72
819.59 818.34
818.218 17.61 817.79 817.18 817.77817.68 817.88 817.49817.51817.50 817.68818.29818.10817.8 5822.46822.20819.38819.88818.44 820.83818.19S79°38'10"E 52.47' (M)
Frame Shed
Frame
Shed
Below Ground Pool
Concrete 6' Chain LinkBasket Ball Court
10' Chain Link
10' Chain Link
Asphalt
Wood Deck
2 Story Wood Deck
Wood Deck
Asphalt
Asphalt
Concrete
2 Story Stone and Frame House
See detail for House dimensions
F.F.E = 820.4' +/-4' Wood FenceEast of Line4' Wood FenceConcretePlayground
AreaWood Foot Bridge
C
o
n
c
r
ete
F
o
o
t
B
r
i
d
g
e
W ood Ret aining
Wal l12" CORRUGATED
PLASTIC PIPE
INV.=815.20
30"x18" ELP. CMP
INV.=816.66
S.S.D.
Wood Retaining Wall RIP-RAPRIP-RAP
RIP-RAP
RIP-RAP
RIP-RAP
RIP-RAP
Concrete
1000
0.000
SET
0.001003
0.000
SET1004
0.000
SET
1005
0.000
SET
1006
0.000
SET
1007
0.000
SET
1008
0.000
SET
72"x45" ARCH CMP
INV.=811.82
72"x45" ARCH CMP
INV.=812.88
6' Chain Link
6' Chain Link
M.B.819.64808. 66808.96
708
810.028
M/4C WEIHE UP 0.4'816.16 816.89818.21820.33822.76824.38715
825.218
M/4 5/8" DN0.3'825.60825 .56718
818.028
CP/M10
719
817.338
CP/M10
720
810.038
M/4C WEIHE DN 1.3'
721
814.938
M/4C WEIHE DN 0.3'
733
816.968
CP/M5816.78
816.71 817.04 817.46816.71817.12
817.
0 2816.65816.90817.67817.82818.04 746
816.998
SET M/5 IN CONC SEAM
747
813.658
M/4C WEIHE UP 0.2'
748
813.888
M/4C WEIHE DN 1.5'
4' Wood Fence 4' Wood Fence 4' Wo
o
d
F
e
n
c
e
4' Wood Fence
North of Line
N
0.8'
0.9'
0.3'
0.4'2.4'1.5'1.3'2.3'0.3'0.4'20.7'2.7'70.7'24.0'15.3'
20.3'3.0'5.0'4.50'7.0'3.0'10.0'7.0'29.5'9.0'
0.3'
3.7'4.5'20.3' 43.0'6.5'0.3'9.5' 0.3'
2.0'2.0'0.3'9.5' 0.3'
1.7'2.7'24.3'Covered Porch12'10'22'10'20' Wide
Gas Line E asement Instrume nt # 8622989 P.B. # 4, Pg. # 516H amil ton Co., Indiana,
Re corders
Off ice Grass
TBM:
816.32'
S72°29'49"E 52.93' (D)1.0'1.0'1.2'4' Metal Fence4' Metal FenceMeasured Bea
East LineW. 12, N.E.14Sec.10-Twp.17N.-R.03E.Hussey LaneAsphalt - 30' R/W24" CORRUGATED
PLASTIC PIPE
INV.=812.24 30' R/W30' R/W
APPROXIMATE LOCATION
OF 24" CORRUGATED
PLASTIC PIPE
APPROXIMATE
LOCATION OF PIPE
INTERSECTION
751
817.059
CP/M10 BAD
752
816.451
CP/M10 816.40754
815.731
CP/M5 TEMP
816.44 816.56 816.25816.77816.92816.78817.0
5
817.2081 7.00 817.37817.42817.14818.29818.37 818.13821.16821.32821.34817 .74817 .5 1815.88815.99816 .47 816.46814 .29808.25807.73808.39809.43813.63
8 17.814.90814.40816 .02
CP_PT
812.96P.W.P.
T.P.813.62815.
0 3815.09815.25WV 814.93815.06815.03 815.3
7 815.93815.73815.37 815.26 814.50815.43 814 .01 815.40815.6
0
813.39815.66 8 14.04815.34815.25 815.37816.11 GM 813. 4 9883
815.902
CP/M10
884
816.398
CP_PT_821.08821.04814.19 814.89 814.63815.21815.61 815.47815.44816.24 816.01 816.75 910
817.448
CP/M10 817.90 821.07817.3 7821.19820.96819 .54822.80 817.12
82 4.77816.97827.42 827.74 820.90 816.44 816.97816.57Conc.
Pool
Landscaping
Trees
Grass
Gravel
Grass/Trees
Grass
Grass/Trees 48' Wide Sanitary Sewer EasementInstrument # 2008023750Hamilton Co., Indiana, Recorders OfficeEXISTING
100-YR FLOODPLAIN
LIMIT PER S&A
95006STL
AEC/BMB BMB CARMEL, CLAY TOWNSHIP HAMILTON COUNTY, INDIANA File Name: S:\95006STL\DWG\C100 - Topographical Survey.dwg - C100Modified / By: March 17, 2023 3:24:13 PM / prichardsPlotted / By: April 25, 2023 9:44:15 AM / Raven Morris10534 HUSSEY LANE 04/25/23 REVISED PER MUNICIPAL COMMENTS RBM03/17/23CARMEL, IN 46032 DATE MARK REVISIONS BYS & A JOB NO.
SHEET NO.
DRAWN BY: CHECKED BY:A L W A Y S O N 7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942 THIS DRAWING IS NOT INTENDED TO BEREPRESENTED AS A RETRACEMENT ORORIGINAL BOUNDARY SURVEY, AROUTE SURVEY OR A SURVEYORLOCATION REPORT.CERTIFIED: S T O E P P E L W E R T H TOPOGRAPHIC SURVEY / DEMO PLAN
C100
05/17/23
825.87 825.87826.11826.1082 6.12825.7 0 825.69825.78P.W.P.
P.W.P.824.29823.01825.00
824.36821.80822 .97
822 .91
823.03822.25820.59 819.66 820.37
820.30 820.22820.34819.36819.52819.55819.19819.2481 8.70
817.8681 7.66 817.84817.78817.82817.77817.66816.84816.56DYHWV
815.30817.29817.32 816.8381 6.99
816.8381 6.87
816.96817.05815.65816.58816.58816.8213.59816.21 816.20815.70 815.77816.64816.68 816.66816.65817.38
81 7.62
817. 3481 7. 61816.91816.92 816.88816.88
815.91815.73816.15816.32
81 5.29
813.48 813.12813.2481 3.17
813.42 811.77809.21809.0780 9.23810.63812.94 809.38814.19813.74816.64817.3581 6.50817.02
816.12 M.B.816.36815.66
815.38814.95815.27815.07 815.16815.35 815.41815.81 815.82815.99 816.0681 6.08816.12 816.72816.6281 7.3981 8.38
818.13818.30818.44 818.79
81 7.53
817.40817.23817.08
816.25816.18816.24 816.81817.27817.50818.01 8 17.52 815.76
81 7.11815.59816.12817.0081 8.16819.30821.54825.55
828.22824.01819.30 829.33818.72823.74818.63820 .89
819.64820.02818.25816.65816.15821.22823.11819.37818.81818.94818.61818.69
820.11819.22819.068 19.02819.25 818.81 818.05820.39 820.10820.17819 .92 82 0.23 820.50820.30820.48830.42830.40830.36830 .45830.34 830 .37 818.66 808.6480 8.97
812.36809.35813.69
80 8.41809.07810.79 813.66 812.80812.32
813.90810.89 813.62 80 9.43
809.00
80 9.46813.9480 9.8780 9.27809.64811.99 809.91 814.9280 8.02
813.51 809.07 809.66813.20814.44815.118 10.85 813.66809.53809.97814.13810.10814.84 809.94810.05
814.22814.97814.97 814.31 810.88810.39810.69814.22 80 8.82811.12
810.84814.29814.37 815.33 815.13816.35 814.30811.33 810.86 811.26811.56811.18 811.71815.72 817.40815.64 817.45 815.1081 7.23 817.81816.96816.09 816.11817.0381 7.94 817.33816.72815.31 811.94811.46812.19 815.30 814.68814.88815.21812.12 811.52 815.36 811.88812.18 815.88816.69 820 .22820.14819.74 819.43819.67820.22820.16 819.63 81 9.77
81 9.908 19.33820.32820.16 820.19820.30820.25 820 .23 820. 34820 .27 818.69 818.86817.44815.83818.14816.74816.48816.60816.63817.87817.70817.84 818.01 817.96818.00818.05 817.78817.80 817.75817.36817.55 816.84 817.1181 7.12 81 8.56
817.50818.04817.30 818.95816.36818.5381 6.08
815.57813.90812.31 815.76815.39 815.39 815.45 815.48815.45 810.60 812.05 812.16814.28 814.5981 5.87
81 3.07
816.66 812.24814.86
812.3881 5.25811.71814.27812. 58811.61812.55815.68 816.10 812.49 815.97 812.31 811.62812.54 814.38816.11816.19
817.21 813.97
816.92812.89812.16 812.48 812.39815.52 816.23 813.03
81 2.94813.42 81 6.61 817.05 816.79817.28 81 7.10 816.38 816.89 817.06 813.83 816.81 8 12.96 812.20 818.36813.55 813.22 813.35
816.15813.51 81 3.2681 3.49816.88 817.10 815.89 817.08 815.71 814.89
813.68813.36813.19813.3381 3.69
814.34 816.95 815.67813.72 815.55817.16814.33814.29
816.10813.52813.72815.72 818.44
81 6.02 813.89 813.39814.06 816.89 817.39 817.43 81 7.15817.51 818.44818.43818.55818.55819.02819.17818.99819.23819.19819.19819.1481 9.15
819.18819.12 819.01819.17819.18819.17 819.16 819.02 818.98 818.48818.31823.60817.91822.817.50818.94
81 8.90 818.83818.95
819.03 818.79 818.10818.19
81 7.99
81 7.95
818.18818.22818.29 818.25 81 8.21
818.21818.25818.26821.20
823.11818.13 824.1881 8.32818.94
818.63824.70
821.7 2819.59 818.34
818.2181 7.61 817.79 817.18 817.77817.68 817.88 817.49817.51817.50 817.68818.29
818.10817.85822.46822.20819.38819.88818.44 820.83818.19S79°38'10"E 52.47' (M)
W ood Ret aining
Wal lS.S.D.
Wood Retaining Wall RIP-RAPRIP-RAP
RIP-RAP
RIP-RAP
RIP-RAP
RIP-RAP
72"x45" ARCH CMP
INV.=811.82
72"x45" ARCH CMP
INV.=812.88
M.B.819.6480 8.6680 8.96816.16 816.89 818.21820.33822.76824.38825.60
825.
56
816.78
816.71 817.04 817.46816.7181 7.12817.02
816.65816.90
817.67817.82818.04 N 20' Wide
Gas Line Easement Instrume nt # 8622989
P.B. # 4, Pg. # 516H amil ton Co., Indiana, Re corders Off ice TBM:
816.32'
S72°29'49"E 52.93' (D)
Measured Bea
East LineW. 12, N.E.14Sec.10-Twp.17N.-R.03E.Hussey LaneAsphalt - 30' R/W30' R/W30' R/W 816.44 816.56 816.25816.77816.92816.78817.05
817.20
81 7.00 817.37817.42817.14818.29818.37818.13821.16821.32821.34817 .74817 .5 1815.88815.99816.47 816.46814.29
80 8.25807.73808.39809.43
813.63
81 7.814.90814.4081 6.02
812.96815.25814.93815.06815.03 815.37 815.9315.73815.43 814.01 815.40
815.60
815.66 816.11 GM 813.49 821.08821.04814.19 814.89 814.63815.21815.61 815.47815.44816.24 816.01 816.75 817.90 821.07817.3 7821.19820.96819.54822.80
81 7.12
824 .77816.97
827.42 827.74 820.90 816.44 816.97
816.57Conc.
Pool
Landscaping
Trees
Grass
Grass/Trees
Grass 48' Wide Sanitary Sewer EasementInstrument # 2008023750Hamilton Co., Indiana, Recorders Office14'
28' 1/2 R/W149 L.F. SWALE @ 0.50%20 L.F. SWALE @ 3.97%
MAIN HOUSE
F.F. ELEV.: 821.0
MLAG ELEV.: 820.36
MFPG ELEV.: 820.36
GUEST HOUSE
F.F. ELEV.
820.5
50 L.F. SWALE @ 0.50%
GARAGE
F.F. ELEV.
820.5
21'1 4'
54 L.F. SWALE @ 0.52% 59 L.F. SWALE @ 1.45%400
65 L.F. 12'' HDPE @ 0.31%
401
820.0 820.0
820.0 820.0
819.5
819.5
820.5 819.5
819.5
819.9819.8
820.0
820.0
820.0
820.0 820.0
819.5 819.5 819.5 819.5
819.5
820.0
813.98 14 .7
814.9 815.2
816.6
819.5 819.5
820.0 820.0 820.0
820.0820.0 820.0
820.0
820.0 819.5
819.5
819.5
820.0 820.0
820.5
820.5 820.5
816.4 816.4
821.0
821.0
817.5
816.5817.8
817.5
819.1818.7
818.4817.9
818.0
817.7820.0 820.0
820.0
820.0820.0 816
.0
820.0
819.3
819.4
819.0819.0
818.7
818.6
818.5 818.5
816.5816.5
816.5
816.6
816.7
817.4
816.6
816.5
816.3
816.1
817.2
818.8
818.9
819.2 819.6
820.2
816.5
816.9
817.2 816.2
816.0
816.5
819.0 819.0
819.0
816.9
817.2814.1815.0813.5815815816816817817815815816816817817818
814
814
815815
81 6
816
817
8 1 7
818
818
815815
816
816
817
818
819
818819
819818819816
817
818
819
82 0
820
819 819818819817818819817
818
82 0
819817
818
815
816
816
817
817
818
819 815816817
81581681781
6
817
818819.8819.4819.8
819
.
4
819
.
8
819.8 819.8
819.3819.8
819.3819.0819.0 819.0253 L.F.
6" SSD 814814 70 L.F.
6" SSD
100-YR FLOODPLAIN ESMT.
100-YR
FLOODPLAIN
ESMT.
100-YR FLOODPLAIN ESMT.
100-YR
FLOOD-
PLAIN
ESMT.20' D.&U.E.20'
PROPOSED
FLOODPLAIN
STORAGE
PROPOSED
RAIN
GARDEN
BACKFLOW PREVENTER
TO BE INSTALLED FOR SSD 15' B.M.P.ESMT15' B.M.P.ESMT.PROPOSED
100-YR FLOODPLAIN
LIMIT PER S&A
GENERAL NOTES
1. 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.
LEGEND
EXISTING FEATURES
WATER MAIN
ELECTRIC LINE, OVERHEAD
ELECTRIC LINE, UNDERGROUND
GAS MAIN
FORCE MAIN
SANITARY SEWER
STORM SEWER
CONTOUR
WATER FLOWLINE
FENCE LINE
TREE LINE
WATER, HYDRANT
WATER, VALVE
WATER, METER
UTILITY POLE
GUY ANCHOR
ELECTRIC, TRANSFORMER
CABLE, PEDESTAL
TELEPHONE, ACCESS COVER
TELEPHONE, PEDESTAL
LIFT STATION, WET WELL
LIFT STATION, VALVE VAULT
TILE RISER
WETLANDS MARKER
MAILBOX
SIGN
TREE
PROPOSED FEATURES
WATER MAIN
SANITARY SEWER (w/ LATERALS)
STORM SEWER
CONTOUR
NORMAL WATER ELEVATION
SWALE FLOWLINE
GRADE ELEVATION
5' WIDE SIDEWALK (BY HOME BUILDER)
(DEVELOPER SHALL INSTALL SIDEWALKS/PATHS IN OR
ALONG ALL COMMON AREAS)
CURB & GUTTER (w/ 6" UNDERDRAIN)
6" SUB-SURFACE DRAIN (SWALE)
LOT NUMBER
PAD ELEVATION
MIN. FINISH FLOOR ELEVATION
MIN. FLOOD PROTECTION GRADE
MFF:910.0 MIN. FINISH FLOOR ELEVATION IS BASED
OFF OF THE FOLLOWING CRITERIA:
1. 12" (1.0') ABOVE THE NEAREST UPSTREAM
OR DOWNSTREAM SANITARY MANHOLE
(WHICHEVER IS LOWEST),
2. 6" (0.5') ABOVE THE MFPG
ABBREVIATIONS
B.L. BUILDING SETBACK LINE
ME MATCH EXISTING
HP HIGH POINT
LP LOW POINT
GB GRADE BREAK
MFPG MIN. FLOOD PROTECTION GRADE
910.0
10
910.5
910.2
MFF:
MFPG:
GRAPHIC SCALE
( IN FEET )
1" = 20 FT DATE MARK REVISIONS BYS & A JOB NO.
SHEET NO.
DRAWN BY: CHECKED BY:A L W A Y S O N 7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942 THIS DRAWING IS NOT INTENDED TO BEREPRESENTED AS A RETRACEMENT ORORIGINAL BOUNDARY SURVEY, AROUTE SURVEY OR A SURVEYORLOCATION REPORT.CERTIFIED: S T O E P P E L W E R T H SITE DEVELOPMENT PLAN
C200
95006STL
AEC/BMB BMB CARMEL, CLAY TOWNSHIP HAMILTON COUNTY, INDIANA File Name: S:\95006STL\DWG\C200 - Site Development Plan.dwg - C200Modified / By: April 25, 2023 9:08:21 AM / RMorrisPlotted / By: April 25, 2023 9:44:25 AM / Raven Morris10534 HUSSEY LANE 04/25/23 REVISED PER MUNICIPAL COMMENTS RBM03/17/23CARMEL, IN 46032 THE UTILITY LATERALS ARE SHOWN BASED UPON
EVIDENCE COLLECTED IN THE FIELD AND BASED
UPON A PREVIOUS SURVEY BY A.R.E. LAND
SURVEYING CONSULTANTS, INC. ACTUAL
LOCATIONS MAY NEED TO BE VERIFIED BY THE
CONTRACTOR PRIOR TO CONSTRUCTION.
BENCHMARK ELEVATIONS FOR THIS PROJECT WERE
DERIVED USING THE NATIONAL GEODETIC SURVEY
ONLINE POSITIONING USER SERVICE (O.P.U.S) AND
ARE REFERENCED TO THE NAVD '88 DATUM.
NO EARTH DISTURBING ACTIVITIES MAY
TAKE PLACE WITHOUT AN APPROVED
STORM WATER MANAGEMENT PERMIT.
PROPERTY DESCRIPTION
A PART OF THE WEST HALF OF THE NORTHEAST QUARTER OF SECTION 10,
TOWNSHIP 17 NORTH, RANGE 3 EAST, DESCRIBED AS FOLLOWS. IN WHICH THE
RECORD LAND DESCRIPTION IS DESCRIBED AS FOLLOWS:
BEGINNING AT A POINT 939.4 FEET SOUTH OF THE NORTHEAST CORNER OF THE
WEST HALF OF THE NORTHEAST QUARTER OF SECTION 10, TOWNSHIP 17
NORTH, RANGE 3 EAST, AND RUN THENCE WEST 450.00 FEET; THENCE SOUTH
163.57 FEET TO A POINT IN THE CENTER OF A CREEK; THENCE THE NEXT 6
CALLS BEING ALONG THE CENTER LINE OF SAID CREEK; THENCE SOUTH 84
DEGREES 02 MINUTES 07 SECONDS EAST 43.33 FEET; THENCE SOUTH 45
DEGREES 11 MINUTES 18 SECONDS EAST 52.12 FEET; THENCE NORTH 32
DEGREES 00 MINUTES 30 SECONDS EAST 24.80 FEET; THENCE NORTH 89
DEGREES 30 MINUTES 20 SECONDS EAST 155.24 FEET; THENCE, SOUTH 65
DEGREES 27 MINUTES 03 SECONDS EAST 122.19 FEET; THENCE NORTH 79
DEGREES 11 MINUTES 42 SECONDS EAST 39.43 FEET; THENCE SOUTH 72
DEGREES 29 MINUTES 49 SECONDS EAST 52.93 FEET TO A POINT ON THE EAST
LINE OF SAID WEST HALF OF THE NORTHEAST QUARTER; THENCE NORTH ON
AND ALONG SAID EAST LINE 237.97 FEET TO THE BEGINNING POINT, IN
HAMILTON COUNTY, STATE OF INDIANA", PER WARRANTY DEED IN THE
OFFICE OF THE RECORDER, HAMILTON COUNTY, INDIANA.
1. THE UTILITIES SHOWN ON THESE PLANS AND ON THE TOPOGRAPHICAL SURVEY MAY NOT BE A COMPLETE REPRESENTATION OF THE EXISTING
UTILITIES ON AND AROUND THE SITE. THE LOCATION AND SIZE OF THESE UTILITIES MAY BE APPROXIMATE. THE ENGINEER AND/OR SURVEYOR
SHALL NOT BE HELD LIABLE FOR ANY INACCURATE UTILITY INFORMATION INDICATED, IMPLIED, OR NOT SHOWN.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND MAINTAINING IN SERVICE ALL EXISTING UTILITIES ENCOUNTERED DURING
CONSTRUCTION UNLESS OTHERWISE INDICATED IN THE DRAWINGS. ANY PIPING, WHICH CAN BE REMOVED DURING CONSTRUCTION WITHOUT
UNDUE INTERRUPTION OF SERVICE MAY BE REMOVED AND REPLACED BY THE CONTRACTOR, AT HIS EXPENSE WITH THE PERMISSION OF THE
OWNER.
3. BEFORE WORKING WITH OR AROUND EXISTING UTILITIES, THE APPLICABLE UTILITY COMPANY SHALL BE CONTACTED BY THE CONTRACTOR.
4. THE CONTRACTOR SHALL PRESERVE AND PROTECT PROPERTY MARKERS, SECTION CORNERS, SURVEY MARKS AND CITY BENCH MARKS, SUCH AS
STONES, PIPES, OR OTHER MONUMENTS ENCOUNTERED. IF THE CONTRACTOR MUST RELOCATE THE PROPERTY MARKERS OR MONUMENTS THEIR
LOCATION SHALL BE REFERENCED BY A REGISTERED LAND SURVEYOR AND THE OWNER NOTIFIED BEFORE MOVING. ALL PROPERTY MARKERS
AND MONUMENTS RELOCATED DURING CONSTRUCTION SHALL BE RE-ESTABLISHED BY A REGISTERED LAND SURVEYOR AT THE CONTRACTOR'S
EXPENSE.
5. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSPECT EACH DAY AND REMOVE ALL MUD, DIRT, GRAVEL AND LOOSE MATERIALS TRACKED,
DUMPED, SPILLED OR WIND BLOWN FROM THE SITE ON TO OTHER SITES, RIGHT-OF-WAYS, PUBLIC OR PRIVATE STREETS, DRIVEWAYS, YARDS, OR
SIDEWALKS. THE CONTRACTOR MUST CLEAN DAILY IF NECESSARY.
6. ROADWAY SURFACING AND BASE MATERIALS, OR ANY OTHER PROPERTY REMOVED OR DAMAGED, SHALL BE REPLACED OR REPAIRED AS
PROVIDED FOR IN THE SPECIFICATIONS OR OTHER CONTRACT DOCUMENTS.
7. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AT HIS EXPENSE ALL AUTOMOBILE AND PEDESTRIAN TRAFFIC CONTROL DEVICES
REQUIRED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL AGENCIES. EVERY EFFORT SHALL BE MADE BY THE CONTRACTOR TO PROVIDE FOR
ACCESS TO THE RESIDENCES ACROSS THE WORK AREA.
8. INFORMATION ON DETAIL DRAWINGS TAKES PRIORITY OVER ALL GENERAL DRAWINGS AND SCHEDULES. CONFLICTS SHALL BE RESOLVED
ACCORDINGLY, PRIOR TO ANY CONSTRUCTION OR INSTALLATION. EXACT BUILDING DIMENSIONS SHALL BE VERIFIED WITH ARCHITECTURAL
PLANS BY CONTRACTOR.
9. WHEN CONNECTIONS ARE TO BE MADE TO EXISTING PIPING AND STRUCTURES OR WHERE CONSTRUCTION IS IN THE VICINITY OF EXISTING PIPING
THE LOCATION AND ELEVATION OF THE EXISTING PIPING SHALL BE FIELD VERIFIED AND NOTIFICATION GIVEN TO THE OWNER IF THE EXISTING
PIPING IS FOUND TO BE DIFFERENT THAN THAT SHOWN ON THE DRAWINGS.
10. WHERE CONNECTIONS ARE MADE TO EXISTING MANHOLES OR BOX INLETS, THAT STRUCTURE SHALL BE REHABILITATED. THIS REHABILITATION
SHALL INCLUDE THE INSTALLATION OF BENCH WALLS, AS WELL AS PRESCRIBED MEASURES TO ELIMINATE THE POTENTIAL FOR MIGRATION OF
BACKFILL MATERIALS INTO THE STORMWATER SYSTEM.
11. FOR CLARITY OF THESE DRAWINGS, PIPES AND STRUCTURES MAY NOT BE DRAWN TO SCALE OR EXACTLY LOCATED.
12. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS IN THE FIELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS AND ELEVATIONS DURING THE ENTIRE CONSTRUCTION SCHEDULE. IF ANY DISCREPANCIES
ARE FOUND IN THESE ENGINEERING PLANS FROM ACTUAL FIELD DIMENSIONS, THE CONTRACTOR SHALL CONTACT THE ENGINEER.
13. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE,
COUNTY, CITY OR LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION.
14. PROVIDE SMOOTH TRANSITION FROM NEWLY PAVED AREAS TO EXISTING AREAS AS NECESSARY. ALL AREAS WHERE PROPOSED PAVEMENT
MEETS EXISTING PAVEMENT, THE EXISTING EDGE OF PAVEMENT SHALL BE FREE OF ALL LOOSE DEBRIS. THE EDGE OF EXISTING ASPHALT
PAVEMENT SHALL BE PROPERLY SEALED WITH A TACK COAT MATERIAL IN ALL AREAS WHERE NEW ASPHALT PAVEMENT IS INDICATED TO JOIN
EXISTING.
15. ALL EXCAVATED AREAS TO BE SEEDED AND/OR SODDED AFTER FINISH GRADING UNLESS OTHERWISE NOTED. ALL NEWLY SODDED/SEEDED
AREAS SHALL HAVE A MINIMUM OF 4" OF TOPSOIL. CONTRACTOR TO SUPPLY STRAW MULCH WHERE GRASS SEED HAS BEEN PLANTED.
16. RESURFACE OR RECONSTRUCT AT LEAST TO ORIGINAL CONDITIONS ALL AREAS WHERE TRAFFIC BY CONTRACTOR, SUBCONTRACTORS OR
SUPPLIERS HAVE DAMAGED EXISTING PAVEMENT, LAWNS OR OTHER IMPROVEMENTS DURING CONSTRUCTION, AFTER CONSTRUCTION WORK IS
COMPLETE.
17. ALL UTILITY TRENCHES WITHIN 5 FEET OF PAVEMENT SHALL BE COMPLETELY BACK FILLED WITH GRANULAR BACK FILL.
18. ALL DIMENSIONS ARE PARALLEL AND PERPENDICULAR TO BASE LINES, PROPERTY LINES OR BUILDING LINES UNLESS OTHERWISE NOTED.
19. MINIMUM FLOOD PROTECTION GRADE OF ALL STRUCTURES FRONTING A POND OR OPEN DITCH SHALL BE NO LESS THAN 1 FOOT ABOVE ANY
ADJACENT 100-YEAR LOCAL FLOOD ELEVATIONS OR 2 FEET ABOVE ANY ADJACENT 100-YEAR REGIONAL FLOOD ELEVATIONS, WHICHEVER IS
GREATER, FOR ALL WINDOWS, DOORS, PIPE ENTRANCES, WINDOW WELLS, AND ANY OTHER STRUCTURE MEMBER WHERE FLOODWATERS CAN
ENTER A BUILDING.
20. THIS SITE DOES NOT LIE WITHIN A FLOODPLAIN PER FIRM MAP NO. 18057C0208G DATED NOVEMBER 19TH, 2014.
21. STORM SEWERS FOR THIS PROJECT SHALL BE PRIVATE.
22. NO EARTH DISTURBING ACTIVITY MAY TAKE PLACE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT.
23. 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
RIGHT-OF-WAY LINE.
24. 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.
25. ALL EXISTING OFF-SITE DRAIN TILES THAT ARE ENCOUNTERED SHALL BE TIED INTO THE PROPOSED STORM SYSTEM (WHERE APPLICABLE) WITH
A POSITIVE OUTFLOW.
26. ALL EXISTING PERIMETER ROAD DRAINAGE STRUCTURES AND BRIDGES ACROSS THE FRONTAGE OF THIS DEVELOPMENT ARE INDICATED ON THE
PLANS. PROVISIONS HAVE BEEN MADE TO IMPROVE OR REPLACE ANY DRAINAGE STRUCTURES AND BRIDGES AS NECESSARY OR AS REQUEST BY
THE CITY OT ACCOMMODATE THE PAVEMENT WIDENING, AUXILIARY LANES, MULTI-USE PATH, AND ANY OTHER REQUIRED IMPROVEMENTS TO
THE PROPERTY OR THE ROADWAY. THE COST TO IMPROVE OR REPLACE ANY DRAINAGE STRUCTURES AND BRIDGES WILL BE BORNE BY THE
DEVELOPER.
27. 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 TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THE EXISTING AND PROPOSED
RIGHT-OF-WAY.
" A""A"
" B"
"B"
DRAINAGE SUMMARY
OVERALL
Site Acreage=+/-2.06 ac.
Offsite/Upstream Acreage=+/-16 ac.
Allowable Release Rate:
10yr = 0.21 c.f.s. 100yr = 0.62 c.f.s.
Post Developed Release Rate:
10 yr = 2.50 c.f.s. 100 yr = 4.53 c.f.s.
Is the primary water quality treatment for the development as planned in the Master Plan - NO
If NO, provide the following information per BMP (Only for BMP's with vegetative swale req.):
*Length of vegetated swale treatment (from disharge 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 - NO
*If YES, provide the following information:
Total Master Plan contributing watershed = N/A Ac.
Total Watershed Currently Built (or Approved) contributing to this system = N/A Ac.
Total watershed from N/A contributing to the system = N/A Ac.
Total watershed available in the system post-project = N/A Ac.
Is the entire BMP treatment train to an outlet point being constructed with this section - YES
If NO, provide the following information:
Detention Basins BMP's Constructed with this section. (See BMP pond data table-this sheet) - N/A
RAIN GARDEN PLANTING LIST
1. GREAT BLUE LOBELIA
2. GREEN-HEADED CONEFLOWER
3. BLUE VERVAIN
4. BIG BLUESTERN
5. FOWL MANNA GRASS
05/17/23
LEGEND
DENOTES CONSTRUCTION LIMITS
DENOTES SILT FENCE
DENOTES PERMANENT SEEDING & MULCH
AREAS
DENOTES SEEDING w/ FIBER BLANKET #S75
BY NORTH AMERICAN GREEN
DENOTES NATIVE PLANTINGS
LOCATION(S) WHERE STORMWATER
DISCHARGES FROM SITE
REFER TO THIS SHEET FOR SEEDING / MULCHING SPECIFICATIONS.
SF SF
THIS SHEET TO BE
USED FOR EROSION
CONTROL ONLY.
GRAPHIC SCALE
( IN FEET )
1" = 50 FT825.87 825.87826.11826.1082 6.12825.70 825.69825.78P.W.P.
P.W.P.824.29823.01825.00824.36821.80822 .97
822 .91
823.03822.25820.59 819 .66 820.37
820.30 820.22820.34819.36819 .52819.55819.19819.24818.7 0
817.8681 7.66 817.84817 .78817.82817.77817 .66816.84816.56DYHWV
815.30817 .29817.32 816.83816.
9
9
816.83816.8
7
816.96817 .05 81 5.65816.58816.58816.8281 6.13
815.90 816.02P.W.P.813.59816.21 816.20815.70815.77816.64816.68 816. 66816.65817 .38
817 .62
817.34817 . 61816.91816.92 816.88816.88
815.91815.73816.15816.32
816.26815.85816.12
815.
2
9
813.48 813.12813.2481 3.17
813.42 811.77809.21809.07809.23810.63812.94 809.38814.19813.74816.64817 .35816.
50817.02
816.12 M.B.816.36815.6
6
815.38814.95815.27815.0
7 815.16815.35 815.41815.81 815.82815.99816.0681 6.08816.12 816.72816.62817 .3981 8.38
818.13818.30818.44 818.79
817 .53
817.40817.23817 .08816.25816.18816.24 816.81817.27817.50818.01817.52 815.7 6
817 .11815.59816.12817.0081 8.16819.30821.54825.828.819 .30818.72823.74818.63820.89
819.64820.02 818.25816.65816.15821.22823.11819.37818.81818.94818.61818.69 820.11819.22819.068 19.02 819. 2 5818.81 818.05820.39 820.10820.17
819.92 82 0.23 820.50820.30820.48830.42830.40830.36830.45830.34830.37
818.66 808.64 808.97
812.36809.3581 3.69
80 8.41809.07810.79 813.66 812.80812.32
813.90810.89 813.62 80 9.43
809.00
809.46813.
9 4809.8780 9.27809.64811.99 809.91 814.92808 .02
813.51 809.07 809.66 813.20814.44 815.11 810.85 813.66 809.53809.97814.13810.10814.84 809.94810.05814.22814 .97814.97 814.31 810. 88810.39810.69 814.22 808.82811.12
810.84 814.29814.37 815.33815.13816.35 814.30811.33 810.86 811.26 811 .56811.18811.7 1815.72 817.40815.64 817 .45 815.10817 .23 817.81816.96816.09 816.11817.03817 .94 817.33816.72815.31 811.94811.46812.19 815.30 814.68814.88 815.21812.12 811.52 815.36 811.88 812.18 815.88 816.69 AC 820.22820.14819.74 819.43819.67820.22820.16 819 .63 819 .77
819 .908 19.33820.32820.16 820.19820.30 8 20.25 820.23820.34820.27 818.69 818.86817.44815.83818.14816.74W 816.48816.60
817.87817.70817.84818.01 817.96818.00818.05 817.78817.80 817.75817.36817.55 816.84 817.11817 .12 81 8.56
817.50818.04817 .30 818.95816.36818.53816.0
8
815.57 813.9 0812.31 815.7 6815.39 815.39 815.45 815.48815.45 810.60 812.05 812.16814.28 814.59815.
87
813.07816.66 812.24814.86
812.38815.25811.71814.27 812. 58811.61812.55815.68 816.10 812.49 815.97 812. 31 811.62 812.54 814.38816.11816.19
817.21 813.9 7
816.928 12.89 812.16 812.48 812.3
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28' 1/2 R/W149 L.F. SWALE @ 0.50%20 L.F. SWALE @ 3.97%
MAIN HOUSE
F.F. ELEV.: 821.0
MLAG ELEV.: 820.36
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WASHOUT
LOCATION
95006STL
AEC/BMB BMB CARMEL, CLAY TOWNSHIP HAMILTON COUNTY, INDIANA File Name: S:\95006STL\DWG\C300 - Erosion Control.dwg - C300Modified / By: April 25, 2023 8:48:10 AM / RMorrisPlotted / By: April 25, 2023 9:44:35 AM / Raven Morris10534 HUSSEY LANE 04/25/23 REVISED PER MUNICIPAL COMMENTS RBM03/17/23CARMEL, IN 46032 DATE MARK REVISIONS BYS & A JOB NO.
SHEET NO.
DRAWN BY: CHECKED BY:A L W A Y S O N 7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942 THIS DRAWING IS NOT INTENDED TO BEREPRESENTED AS A RETRACEMENT ORORIGINAL BOUNDARY SURVEY, AROUTE SURVEY OR A SURVEYORLOCATION REPORT.CERTIFIED: S T O E P P E L W E R T H EROSION CONTROL PLAN
C300
NATIVE PLANTING LIST
1. GREAT BLUE LOBELIA
2. GREEN-HEADED CONEFLOWER
3. BLUE VERVAIN
4. BIG BLUESTERN
5. FOWL MANNA GRASS
05/17/23
DATE MARK REVISIONS BYS & A JOB NO.
SHEET NO.
DRAWN BY: CHECKED BY:A L W A Y S O N 7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942 THIS DRAWING IS NOT INTENDED TO BEREPRESENTED AS A RETRACEMENT ORORIGINAL BOUNDARY SURVEY, AROUTE SURVEY OR A SURVEYORLOCATION REPORT.CERTIFIED: S T O E P P E L W E R T H SWPPP - SPECIFICATIONS & DETAILS C301A
95006STL
AEC/BMB BMB CARMEL, CLAY TOWNSHIP HAMILTON COUNTY, INDIANA File Name: S:\95006STL\DWG\C301 - Erosion Control - Details.dwg - C301AModified / By: April 20, 2023 12:29:56 PM / RMorrisPlotted / By: April 25, 2023 9:44:45 AM / Raven Morris10534 HUSSEY LANE 04/25/23 REVISED PER MUNICIPAL COMMENTS RBM03/17/23CARMEL, IN 46032 PROJECT NAME
10534 Hussey Lane
SITE NAME
The area scheduled for construction is known as "10534 Hussey Lane" (hereinafter referred to as the "Project").
PROJECT LOCATION
The property is located at 10534 Hussey Lane just south west of 106th Street and Springmill Road.
OWNER'S INFORMATION
Megan Pace & Joshua Smiley
10356 High Grove Drive
Carmel, Indiana 46032
Phone: (415) 341-6050
Email: pace.megan@gmail.com
NOTICE OF INTENT
All parties defined as owners or operators must submit a Notice of Intent (NOI) at least 48 hours prior to commencement of on-site construction activities.
Submittal of late NOI's is not prohibited; however, authorization under the construction general permit is only for discharges that occur after permit coverage
is granted. Unpermitted discharges may be subject to enforcement actions by the EPA. For the purposes of this permit, an operator is defined as any party
meeting either of the following requirements:
a. The party has operational control over construction plans and specifications, including the ability to make modifications to those plans and
specifications.
b. The party has day-to-day operational control of those activities at a project that are necessary to ensure compliance with a stormwater pollution
prevention plan for the site or other permit conditions.
CONSTRUCTION PLAN - GENERAL PLAN COMPONENTS (SECTION A)
A1 - INDEX OF THE LOCATION OF REQUIRED PLAN ELEMENTS IN THE CONSTRUCTION PLAN:
C300 - SWPPP - Erosion Control Plan
C301A - C301c - SWPPP - Specifications & Details
A2 - A VICINITY MAP DEPICTING THE PROJECT SITE LOCATION IN RELATIONSHIP TO RECOGNIZABLE LOCAL LANDMARKS, TOWNS,
AND MAJOR ROADS:
See C001 - Cover Sheet for a vicinity map.
A3 - NARRATIVE OF THE NATURE AND PURPOSE OF THE PROJECT:
This project includes the construction of a single family home, which consists of approximately 0.950 acres. Construction will include pad grades for home,
associated roadways, landscaping, and drainage infrastructure, which includes connections to existing systems (sanitary sewer, storm sewer, and water main).
A4 - LATITUDE AND LONGITUDE TO THE NEAREST FIFTEEN (15) SECONDS:
Latitude 39º 56' 20" N
Longitude 86º 10' 13" W
A5 - LEGAL DESCRIPTION OF THE PROJECT SITE:
A part of the West Half of the Northeast Quarter of Section 10, Township 17 North, Range 03 East of the Second Principal Meridian, Clay Township,
Hamilton County, Indiana.
See C001 - Cover Sheet for the full legal description.
A6 - 11 x 17-INCH PLAT SHOWING BUILDING LOT NUMBERS/BOUNDARIES AND ROAD LAYOUT/NAMES:
N/A
A7 - BOUNDARIES OF THE ONE HUNDRED (100) YEAR FLOODPLAINS, FLOODWAY FRINGES, AND FLOODWAYS:
No portion of this site is located within a Special Flood Hazard Area (Zone AE). This information was obtained from Flood Insurance Rate Map (FIRM)
Panel 18057C0216G for Hamilton County, Indiana dated November 19, 2014.
See C001 - Cover Sheet for a FIRM map panel showing boundaries of the 100-year floodplains, floodway fringes, and floodways.
A8 - LAND USE OF ALL ADJACENT PROPERTIES:
North: Residentail
East: Residential
South: Residential
West: Residential
A9 - IDENTIFICATION OF A U.S. EPA APPROVED OR ESTABLISHED TMDL:
There is no TMDL for this project.
A10 - NAME(S) OF THE RECEIVING WATER(S):
The overall site outlets to Williams Creek.
A11 - IDENTIFICATION OF DISCHARGES TO A WATER ON THE CURRENT 303(D) LIST OF IMPAIRED WATERS AND THE POLLUTANT(S)
FOR WHICH IT IS IMPAIRED:
There are no known discharges to a water on the current 303(d) list of Impaired Waters.
A12 - SOILS MAP OF THE PREDOMINATE SOIL TYPES:
See Sheet C001 - Cover Sheet and Sheet C301B - SWPPP - Specifications & Details for soil map and predominate soil types (as obtained from the NRCS
Web Soil Survey).
A13 - IDENTIFICATION AND LOCATION OF ALL KNOWN WETLANDS, LAKES, AND WATER COURSES ON OR ADJACENT TO THE
PROJECT SITE (CONSTRUCTION PLAN, EXISTING SITE LAYOUT):
Existing water courses on or adjacent to this site include an un-named stream to the South that discharges into Williams Creek.
See Sheets C100 - Topographical Survey / Demo Plan and Sheets C200 - Site Development Plan for the location(s).
A14 - IDENTIFICATION OF ANY OTHER STATE OR FEDERAL WATER QUALITY PERMITS OR AUTHORIZATIONS THAT ARE REQUIRED
FOR CONSTRUCTION ACTIVITIES:
IDEM Construction Stormwater General Permit.
A15 - IDENTIFICATION AND DELINEATION OF EXISTING COVER, INCLUDING NATURAL BUFFERS:
The existing site consists of a vacant land.
A16 - EXISTING SITE TOPOGRAPHY AT AN INTERVAL APPROPRIATE TO INDICATE DRAINAGE PATTERNS:
See Sheets C100 - Topographical Survey / Demo Plans for existing site topography.
A17 - LOCATION(S) WHERE RUN-OFF ENTERS THE PROJECT SITE:
See EX-1 - Existing Basin Map in Appendix D of the Drainage Report for location(s) where run-off enters the project site.
A18 - LOCATION(S) WHERE RUN-OFF DISCHARGES FROM THE PROJECT SITE PRIOR TO LAND DISTURBANCE:
See EX-1 - Existing Basin Map in Appendix D of the Drainage Report for location(s) where run-off discharges from the project site prior to land disturbance.
A19 - LOCATION OF ALL EXISTING STRUCTURES ON THE PROJECT SITE:
See Sheets C100 - Topographical Survey / Demo Plans for existing structure locations on the project site.
A20 - EXISTING PERMANENT RETENTION OR DETENTION FACILITIES, INCLUDING MANMADE WETLANDS, DESIGNED FOR THE
PURPOSE OF STORMWATER MANAGEMENT:
See Sheet 1 of 1 - Pond Routing Basin Map in Appendix D of the Drainage Report for location(s) of existing permanent retention or detention facilities,
including manmade wetlands, designed for the purpose of stormwater management.
A21 - LOCATIONS WHERE STORMWATER MAY BE DIRECTLY DISCHARGED INTO GROUND WATER, SUCH AS ABANDONED WELLS,
SINKHOLES, OR KARST FEATURES:
There are no known locations where stormwater may be directly discharged into ground water on this site.
A22 - SIZE OF THE PROJECT AREA EXPRESSED IN ACRES:
Total project area (in acres): 2.050
A23 - TOTAL EXPECTED LAND DISTURBANCE EXPRESSED IN ACRES:
Total expected area of land disturbance (in acres): 0.950
A24 - PROPOSED FINAL TOPOGRAPHY:
See Sheets C200 - Site Development Plans for proposed site topography.
A25 - LOCATIONS AND APPROXIMATE BOUNDARIES OF ALL DISTURBED AREAS:
See Sheets C200 - Site Development Plans and Sheets C300 - SWPPP Plan for location(s) and approximate boundaries of disturbances.
A26 - LOCATIONS, SIZE, AND DIMENSIONS OF ALL STORMWATER DRAINAGE SYSTEM SUCH AS CULVERTS, STORMWATER SEWER,
AND CONVEYANCE CHANNELS:
See Sheets C200 - Site Development Plan and Sheets C400 - Storm Sewer Plan & Profile for location(s) and sizes of stormwater drainage systems.
See Sheets C400 - Storm Sewer Plan & Profiles and Sheets C800 - Storm Sewer Construction Details for details of stormwater structures and swales.
A27 - LOCATIONS OF SPECIFIC POINTS WHERE STORMWATER AND NON-STORMWATER DISCHARGES WILL LEAVE THE PROJECT SITE:
See Sheets C200 - Site Development Plans, Sheets C300 - SWPPP - Erosion Control Plan, and Sheet C400 - Storm Sewer Plan & Profiles for location(s)
where stormwater and non-stormwater discharges will leave the site.
A28 - LOCATION OF ALL PROPOSED SITE IMPROVEMENTS, INCLUDING ROADS, UTILITIES, LOT DELINEATION AND IDENTIFICATION,
PROPOSED STRUCTURES, AND COMMON AREAS:
See Sheets C200 - Site Development Plan for the location(s) of all proposed site improvements.
A29 - LOCATION OF ALL ON-SITE AND OFF-SITE SOIL STOCKPILES AND BORROW AREAS:
There will be no soil stockpile areas for this project.
A30 - CONSTRUCTION SUPPORT ACTIVITIES THAT ARE EXPECTED TO BE PART OF THE PROJECT:
See Sheets C300 - SWPPP Plans for the location(s) of the construction staging area.
See Sheet C301B - SWPPP - Specifications & Details for the construction staging area detail.
A31 - LOCATION OF ANY IN-STREAM ACTIVITIES THAT ARE PLANNED FOR THE PROJECT INCLUDING, BUT NOT LIMITED TO, STREAM
CROSSINGS AND PUMP AROUNDS:
There are no in-stream activities planned.
STORMWATER POLLUTION PREVENTION - POST-CONSTRUCTION COMPONENT (SECTION C)
C1 - DESCRIPTION OF POLLUTANTS AND THEIR SOURCES ASSOCIATED WITH THE PROPOSED LAND USE:
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).
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, anti-freeze and other pollutants associated with vehicular traffic.
C2 - DESCRIPTION OF PROPOSED POST-CONSTRUCTION STORMWATER MEASURES:
1. Dry Detention / Rain Garden: The design of the dry detention with native plantings will detain storm water and allow the suspended solids to settle
prior to releasing the storm water to the creek. The native plantings provide the medium for the uptake of nutrients in the stormwater.
C3 - PLAN DETAILS FOR EACH STORMWATER MEASURES:
See Sheets C200 - Site Development Plans and Sheet C400 - Storm Sewer Plan & Profiles for location(s) and method(s) of proposed stormwater measures.
See Sheets C400 - Storm Sewer Plan & Profiles and Sheets C800 - Storm Sewer Construction Details for proposed stormwater specifications and details.
C4 - SEQUENCE DESCRIBING STORMWATER MEASURE IMPLEMENTATION:
1. The Contractor shall install the proposed outlet control structure and pipe. A temporary sediment dam shall be installed upstream of the outlet control
structure and shall be used as a sediment control measure during construction.
See Sheet C300 - SWPPP - Erosion Control Plan for location of temporary sediment dam.
See Sheet C301B - SWPPP - Details & Specifications for specifications and details.
2. The dry detention basin will be planted with the native vegetation as specified on Sheet C301B
3. After construction is complete, the proposed Rain Garden will function as a post-construction BMP.
C5 - MAINTENANCE GUIDELINES FOR PROPOSED POST-CONSTRUCTION STORMWATER MEASURES:
Maintenance of all Stormwater pollution prevention measures will be the responsibility of the project owner, Megan Pace. Utilizing procedures outlined in
the O&M manual for Post Construction water quality measures. The maintenance guidelines consist mostly of good housekeeping measures. Any grassed or
vegetated areas that experience erosion from rainfall events should be repaired and revegetated as soon as possible. Trash or litter should be picked up and
properly disposed to prevent it from getting into the storm drainage system and downstream waterways.
Erosion of the detention pond banks should be addressed as soon as it becomes visible by filling the eroded area with suitable soil and establishing vegetation
immediately, preferably by sodding, or by seeding and mulching and monitoring until suitable vegetation is established. The same measure should be used
for steep banks of any earth berm or any other steep area. The dry detention basin should be monitored for sediment coming from the runoff. If the bottom of
the basin receives sediment, it should be cleaned out. The elevation of the bottom of the dry basin should be checked every 8 to 10 years and, if significant
sediment is encountered, it should be removed from the basin. This should be done during periods of low rainfall to allow soil stirred up by excavation to
settle out before a rain event. The detention basin outlet should also be protected by adequate filtration (rip-rap, shown on these plans) to prevent soil from
entering the offsite storm drainage system. Native vegetation shall be monitored and maintained as needed to maintain acceptable coverage and allow pants to
process pollutants.
Pavement areas should also be monitored for pollutants. Any large quantity of fluids such as oil, antifreeze, brake fluid, etc. found on the pavement should be
cleaned up. Pavements should also be monitored for sediment coming from vegetated areas that drain onto the pavement. If sediment is found it should be
cleaned off the pavement, and the source of the soil found and repaired as discussed above.
Landscaping
Landscaping shall be fertilized at the time of installation with pellets buried near the root ball. Subsequent tree fertilizations shall not be surface applied. Tree
spikes or similar measure shall be used. For the first two years after installation, the landscaping shall be watered the equivalent of 1" of rainfall once per
week if adequate rainfall was not received. After two years, water as necessary in dry season.
Lawn shall be mowed at a height of not less than 3" to increase root mass. Lawn shall not be fertilized more than twice per year and shall be immediately
watered into the soil after application.
C6 - ENTITY THAT WILL BE RESPONSIBLE FOR OPERATION AND MAINTENANCE OF THE POST-CONSTRUCTION STORMWATER
MEASURES:
Megan Pace & Joshua Smiley
10356 High Grove Drive
Carmel, Indiana 46032
Phone: (415) 341-6050
Email: pace.megan@gmail.com
STORMWATER POLLUTION PREVENTION - CONSTRUCTION COMPONENT (SECTION B)
B1 - DESCRIPTION OF THE POTENTIAL POLLUTANT GENERATING SOURCES AND POLLUTANTS, INCLUDING ALL POTENTIAL
NON-STORMWATER DISCHARGES:
The following potential pollutant sources may be associated with construction activities on site:
Material storage areas (more specifically described below), construction waste material, fuel storage areas and fueling stations, exposed soils, leaking vehicles
and equipment, sanitary waste from temporary toilet facilities, litter, windblown dust, soil tracking off site from construction equipment, water from concrete
washout.
The following construction materials will be staged or stored on site at various points during development of the site:
Structural fill, road base, concrete drainage pipe, concrete culverts, precast concrete manholes.
Measures and/or operational activities for minimizing the discharge of pollutants during construction are described in the rest of this section. Those measures
and/or activities for post-construction are described in Section C.
B2 - STABLE CONSTRUCTION ENTRANCE LOCATIONS AND SPECIFICATIONS:
See Sheets C300 - SWPPP - Initial Plan and C301A - SWPPP - Temporary Plan for the location(s) of the construction entrance(s).
See Sheets C301B - C301C - SWPPP - Specifications & Details for construction entrance details and specifications.
B3 - SPECIFICATIONS FOR TEMPORARY AND PERMANENT STABILIZATION:
N/A - Erosion Control Plan for temporary surface stabilization methods.
See Sheets C300 - SWPPP - Erosion Control Plan for permanent surface stabilization methods.
See Sheets C301B - C301C - SWPPP - Specifications & Details for surface stabilization specifications, application rates for soil amendments and see
mixtures, application rate and anchoring method for mulch, and erosion control blanket installation specifications.
B4 - SEDIMENT CONTROL MEASURES FOR CONCENTRATED FLOW AREAS:
Erosion control blanket will be used in swales.
Sheet flow areas will be protected by seed and mulch or hydroseeding.
Erosion control blanket will be installed on sloped areas where the slope exceeds 3:1 (horizontal to vertical).
Silt fencing will be utilized to minimize runoff from construction areas.
See Sheets C300 - SWPPP - Permanent Plans for location(s) and method(s) of sediment control measures for concentrated flow areas.
See Sheets C301B - C301C - SWPPP - Specifications & Details for sediment control measures for concentrated flow area specifications.
B5 - SEDIMENT CONTROL MEASURES FOR SHEET FLOW AREAS:
Sheet flow areas will be protected by seed and mulch or hydroseeding.
Erosion control blanket will be installed on sloped areas where the slope exceeds 3:1 (horizontal to vertical).
Silt fencing will be utilized to minimize runoff from construction areas.
See Sheets C300 - SWPPP - Erosion Control Plan Plans for location(s) and method(s) of sediment control measures for sheet flow areas.
See Sheets C301B - C301C - SWPPP - Specifications & Details for sediment control measures for sheet flow area specifications.
B6 - RUN-OFF CONTROL MEASURES:
No direct run-off control measures are required for this project.
B7 - STORMWATER OUTLET PROTECTION LOCATION AND SPECIFICATIONS:
Rip-rap revetment will be used at each of the stormwater outlets where not connecting into existing manholes.
N/A
B8 - GRADE STABILIZATION STRUCTURE LOCATIONS AND SPECIFICATIONS:
Erosion control blanket will be utilized as grade-stabilization structures.
See Sheets C300 - SWPPP - Erosion Control Plan for location(s) of grade stabilization structures.
See Sheets C301C - SWPPP - Specifications & Details for grade stabilization structure specifications.
B9 - DEWATERING APPLICATIONS AND MANAGEMENT METHODS:
See Sheet C301B - SWPPP - Specifications & Details for dewatering detail and requirements.
B10 - MEASURES UTILIZED FOR WORK WITHIN WATERBODIES:
There will be no work within waterbodies for this project.
B11 - MAINTENANCE GUIDELINES FOR EACH PROPOSED STORMWATER QUALITY MEASURE:
Inspection Schedule/Reporting
The project site owner and/or designated representative(s) shall refer to Section 3.6 - Performance Standards - Monitoring and Project Management
Requirements of the IDEM Construction Stormwater General Permit for minimum requirements for self-monitoring inspections. Additional measures are
listed below.
Stone entrance
• Inspect entrance pad and sediment disposal area weekly and after storm events or heavy use.
• Reshape pad as needed for drainage and runoff control.
• Top dress with clean stone as needed.
• Immediately remove mud and sediment tracked or washed onto public roads by brushing or sweeping. Flushing should only be used if the water is
conveyed into a sediment trap or basin.
• Repair any broken road pavement immediately.
Silt Fence
• 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 affected portion immediately.
• Remove deposited sediment when it reaches half the height of the fence at its lowest point or is causing the fabric to bulge.
• Take care to avoid undermining the fence during cleanout.
• After the contributing drainage area has been stabilized, remove the fence and sediment deposits, bring the disturbed area to grade, and stabilize.
Topsoil Stockpile
• Determine depth and suitability of topsoil at the site. (For help, contact the local SWCD office to obtain a County Soil Survey Report, or consult with a Soil
Scientist.)
• Prior to stripping topsoil, install any site-specific downslope practices needed to control runoff and sedimentation.
• Remove the soil material no deeper than what the County Soil Survey describes as "surface soil" (i.e., A or Ap horizon).
• Stockpile the material in accessible locations that neither interfere with other construction activities nor block natural drainage; and install silt fences or
other barriers to trap sediment. (Several small piles around the construction site are usually more efficient and easier to contain than one large pile.)
• If soil is stockpiled for more than six (6) months, it should be temporarily seeded or covered with a tarp or surrounded by a sediment barrier.
Temporary Diversions
• Inspect weekly and following each storm event.
• Remove sediment from the channel and reinforce the ridge as needed.
• Check the outlets and make necessary repairs immediately.
• Remove sediment from traps when they are 50% full.
• When the work area has been stabilized, remove the ridge, fill the channel to blend with the natural ground, remove temporary slope drains, and stabilize all
disturbed areas.
Rock Dam
• Inspect the rock dam and basin following each storm event.
• Remove sediment when it accumulates to half the design volume (marked by stake).
• Check the dam and abutments for erosion, piping, and rock displacement, and repair immediately if the basin does not drain between storms, replace the
stone on the upstream face of dam if the basin drains to rapidly following a storm (less than 6 hrs.), add INDOT CA No. 5 gravel on the upstream face of the
dam.
• Once the contributing drainage area has been permanently stabilized, remove water and sediment from the basin, remove the dam, disposing of the rock in
designated disposal areas, smooth the site to blend the surrounding area, stabilize.
Temporary Seeding
• Inspect periodically after planting to see that vegetative stands are adequately established; reseed if necessary.
• 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 if nitrogen deficiency is apparent.
Permanent Seeding
• 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.
• Repair damaged, bare, or sparse or patchy, by filling any gullies, re-fertilizing, over- or re-seeding and mulching after re-preparing the seedbed.
• If vegetation fails to grow, consider soil testing to determine acidity or nutrient deficiency problems. (Contact the SWCD or cooperative extension office for
assistance.)
• If additional fertilization is needed to get a satisfactory stand, do so according to soil test recommendations.
Erosion Control Matting
• 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 the area, and re-lay and staple the blanket.
• After vegetative establishment, check the treated area periodically.
Inlet Protection
• Inspect frequently for damage by vehicular traffic, and repair if needed.
• Inspect after each storm event.
• Remove sediment (do not flush with water) when it reaches half the height of the barrier.
• Deposit removed sediment where it will not enter storm drains.
• When the contributing drainage areas have been stabilized, remove inlet protection.
B12 - PLANNED CONSTRUCTION SEQUENCE THAT DESCRIBES THE IMPLEMENTATION OF STORMWATER QUALITY MEASURES IN
RELATION TO LAND DISTURBANCE:
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 install the “posting information center”. The posting information center is the
location where a copy of the approved IDEM Construction Stormwater General 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.
N/A - Location(s) of the construction entrance(s) and the posting information center.
N/A - Construction entrance details and specifications.
3. Immediately following the installation of the construction entrance, the Contractor shall construct the maintenance and refueling area and concrete
washout.
N/A - Maintenance and refueling area details and specifications.
See Sheet C300 - SWPPP - Erosion Control Plan for concrete washout location,
See Sheet C301B - SWPPP - Specifications & Details for concrete washout details and specifications.
4. Prior to any earth moving, the Contractor shall install all silt fence.
See Sheets C300 - SWPPP - Erosion Control Plan for location(s) of silt fence.
See Sheets C301C - SWPPP - Specifications & Details for silt fence specifications.
5. The Contractor shall protect existing curb inlets with drop inlet protection baskets and end section inlets with rock horseshoe dams.
N/A
6. When the "existing" site/construction limits are completely protected, the Contractor shall begin stripping the existing topsoil within the construction
limits and utilize in non-structural fill areas.
7. The Contractor shall install the proposed storm sewers and cut the proposed swales. Swales shall be stabilized with an erosion control blanket
immediately following their construction.
See Sheets C200 - Site Development Plans and Sheets C400 - Storm Sewer Plan & Profiles for location(s) of proposed storm sewer and swale(s).
See Sheets C301B - SWPPP - Specifications & Details for erosion control blanket specifications.
8. All inlets shall be protected with drop inlet baskets immediately following their installation.
N/A
9. The Contractor shall continue to grade the remainder of the site.
See Sheets C200 - Site Development Plans for proposed site topography.
10. The Contractor shall excavate around the existing sanitary manhole(s) and expose the proposed connection point(s) for the proposed sanitary sewer.
See Sheets C200 - Site Development Plans of proposed sanitary sewer connection(s).
11. The proposed onsite storm sewer and sanitary sewer shall be installed concurrently with each other when crossings are encountered.
See Sheets C200 - Site Development Plan and Sheet C400 - Storm Sewer Plan & Profiles for location(s) of proposed storm & sanitary sewer.
12. The Contractor shall install water main.
See Sheets C200 - C205 - Site Development Plan for location(s) of proposed 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.
N/A.
14. The Contractor shall install all concrete curb.
N/A
15. The 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.
See Sheets C300 - SWPPP - Permanent Plans for location(s) of seeding and mulch.
See Sheets C301C - SWPPP - Specifications & Details for seeding and mulch and specifications.
16. The Contractor shall install all asphalt pavement.
N/A
17. The Contractor shall install the proposed erosion control blanket in the remaining swales.
See Sheets C200 - Site Development Plans for location(s) of swale(s).
See Sheets C300 - SWPPP - Erosion Control Plan for location(s) of erosion control blanket.
See Sheets C301C - SWPPP - Specifications & Details for erosion control blanket specifications.
18. The Contractor shall permanent seed all areas between the back of curb and the constructed pads, and any remaining areas.
See Sheets C300 - SWPPP - Erosion Control Plans for location(s) of permanent seeding.
See Sheets C301C - SWPPP - Specifications & Details for application rates for soil amendments and see mixtures.
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 housekeeping on the post-construction BMP's until a NOT is filed with IDEM.
B13 - PROVISIONS FOR EROSION AND SEDIMENT CONTROL ON INDIVIDUAL RESIDENTIAL BUILDING LOTS REGULATED UNDER THE
PROPOSED PROJECT:
See Sheet C301B - SWPPP - Specifications & Details for erosion and sediment control on individual residential building lot detail and specifications.
B14 - MATERIAL HANDLING AND SPILL PREVENTION AND SPILL RESPONSE PLAN MEETING THE REQUIREMENTS IN 327 IAC 2-6.1:
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.
Spill Response Directions
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 fire department and IDEM.
Alert Procedures for Spills
1. Any personnel observing a spill will immediately initiate the following procedure:
a. Dial "0" from any telephone.
b. Notify the appropriate emergency personnel.
2. The emergency coordinator will then take the following actions:
a. Barricade the area, allowing no vehicles to enter or exit the spill zone.
b. Notify the IDEM Office of Land Quality Emergency Response at the contact number listed below.
c. Notify the EPA National Response Center at the contact number listed below, providing the following information:
· Time of the observation of the spill
· Location of the spill
· Identity of the material(s) spilled
· Probable source of the spill
· Probable time of the spill
· Volume and duration of the spill
· Current and anticipated movement of the spill
· Current weather conditions
· Personnel at the scene of the spill
· Action(s) initiated by personnel
· Notify the following agencies at the contact numbers listed below: local fire department, local police department, local soil & water
conservation district, local department of public works or stormwater/MS4 department.
· Notify waste recovery contractor, maintenance personnel, and/or other contracted personnel as necessary for spill cleanup.
· Coordinate and monitor cleanup until the situation has been stabilized and all spills have been eliminated.
· Cooperate with the IDEM Office of Land Quality Emergency Response or procedures and reports involved with the spill event.
Contact Numbers
Emergency Response 911
Carmel Engineering Department (317) 517-2441
Carmel Fire Department (317) 571-2600
Carmel Utilities (317) 571-2645
IDEM Office of Land Quality Emergency Response (317) 233-7745 or (888) 233-7745
EPA National Response Center (800) 424-8802
Hamilton County Soil & Water Conservation District (317) 773-2181
Sheridan Stormwater (317) 758-5293
Indiana Department of Natural Resources (317) 477-8773
Hamilton County Surveyor's Office (317) 776-8495
Cleanup Parameters
1. The Owner shall be kept continually informed during cleanup. Listings of qualified contractors and available vacuum trucks, tank pumpers, available
absorbant materials and cleanup supplies, and other necessary equipment shall be maintained and readily accessible for cleanup operations.
2. All maintenance personnel shall be made aware of methods for spill prevention and the procedures outlined within this plan. Personnel shall be informed
of updates to procedures and guidelines related to spill prevention, cleanup operations, and/or changes to this plan.
3. In the event of a life endangering spill event, life-saving operations shall be carried out by local police and fire department officials.
4. The disposal of materials, especially absorbant, used during spill cleanup operations is subject to the approval and guidelines of IDEM.
5. Flushing of spilled materials, or spill-related materials, with water is not permitted without the authorization of IDEM.
B15 - MATERIAL HANDLING AND STORAGE PROCEDURES ASSOCIATED WITH CONSTRUCTION ACTIVITY:
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.
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.
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.
Sanitary/Septic
Contractors and subcontractors must comply with all state and local sanitary sewer, portable toilet, or septic system regulations. Sanitary facilities shall be
provided at the site by each contractor or subcontractor throughout construction activities. The sanitary facilities should be utilized by all construction
personnel and be serviced regularly. All expenses associated with providing sanitary facilities are the responsibility of the contractors and subcontractors.
The location of any sanitary facilities should be indicated on the stormwater pollution prevention plan by the operator following on-site location of said
facilities.
Water Source
Water used to establish and maintain grass, to control dust, and for other construction purposes must originate from a public water supply or private well
approved by the State or local health department.
Equipment Fueling and Storage Areas
Equipment fueling, maintenance, and cleaning should only be completed in protected areas (i.e., bermed area). Leaking equipment and maintenance fluids
will be collected and not allowed to discharge into soil where they may be washed away during a rain event.
Equipment washdown (except for wheel washes) should take place within an area surrounded by a berm. The use of detergents is prohibited.
Hazardous Material Storage
Chemicals, paints, solvents, fertilizers, and other toxic or hazardous materials should be stored in their original containers (if original container is not
resealable, store the products in clearly labeled, waterproof containers). Except during application, the containers should be kept in trucks or in bermed areas
within covered storage facilities. Runoff containing such materials shall be collected, removed from the site, and disposed of in accordance with the federal,
state, and local regulations.
As may be required by federal, state, or local regulations, the Contractor should have a Hazardous Materials Management Plan and/or Hazardous Materials
Spill Prevention Program in place. A foreman or supervisor should be designated in writing to oversee, enforce, and instruct construction workers on proper
hazardous materials storage and handling procedures. The location of any hazardous material storage areas should be indicated on the stormwater pollution
prevention plan by the operator following on-site location of the storage areas.
05/17/23
YmsB2
YbvA
YmsC2
Sh
YmsD2
DATE MARK REVISIONS BYS & A JOB NO.
SHEET NO.
DRAWN BY: CHECKED BY:A L W A Y S O N 7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942 THIS DRAWING IS NOT INTENDED TO BEREPRESENTED AS A RETRACEMENT ORORIGINAL BOUNDARY SURVEY, AROUTE SURVEY OR A SURVEYORLOCATION REPORT.CERTIFIED: S T O E P P E L W E R T H SWPPP - SPECIFICATIONS & DETAILS C301B
95006STL
AEC/BMB BMB CARMEL, CLAY TOWNSHIP HAMILTON COUNTY, INDIANA File Name: S:\95006STL\DWG\C301 - Erosion Control - Details.dwg - C301BModified / By: April 20, 2023 12:29:56 PM / RMorrisPlotted / By: April 25, 2023 9:44:48 AM / Raven Morris10534 HUSSEY LANE 04/25/23 REVISED PER MUNICIPAL COMMENTS RBM03/17/23CARMEL, IN 46032 SITE
SOILS MAP
SCALE: 1" = 200'
SOILS LEGEND
Map Unit: Sh - Shoals silt loam, 0 to 2 percent slopes, frequent flooded, brief duration
The Shoals component makes up 90 percent of the map unit. Slopes are 0 to 2 percent. This component is on flood plains on
alluvial plains. The parent material consists of loamy alluvium. Depth to a root restrictive layer is greater than 60 inches.
The natural drainage class is somewhat poorly drained. Water movement in the most restrictive layer is moderately high.
Available water to a depth of 60 inches (or restricted depth) is high. Shrink-swell potential is low. This soil is frequently
flooded. It is not ponded. A seasonal zone of water saturation is at 6 inches during January, February, March, April, May,
November, December. Organic matter content in the surface horizon is about 3 percent. This component is in the
F114AY203IN Wet Alluvium, Wet Alluvium Forest ecological site. Nonirrigated land capability classification is 2w. This
soil does not meet hydric criteria. The calcium carbonate equivalent within 40 inches, typically, does not exceed 13 percent.
Map Unit: YmsC2 - Miami silt loam-Urban land complex, 6 to 12 percent slopes, eroded
The Miami, eroded component makes up 60 percent of the map unit. Slopes are 6 to 12 percent. This component is on till
plains, till plains. The parent material consists of loess over loamy till. Depth to a root restrictive layer, densic material, is 24
to 40 inches. The natural drainage class is moderately well drained. Water movement in the most restrictive layer is low.
Available water to a depth of 60 inches (or restricted depth) is moderate. Shrink-swell potential is low. This soil is not
flooded. It is not ponded. A seasonal zone of water saturation is at 30 inches during January, February, March, April,
December. Organic matter content in the surface horizon is about 2 percent. This component is in the F111AY009IN Till
Ridge ecological site. Nonirrigated land capability classification is 3e. This soil does not meet hydric criteria. The calcium
carbonate equivalent within 40 inches, typically, does not exceed 30 percent.
Map Unit: YmsD2 - Miami silt loam-Urban land complex, 12 to 18 percent slopes, eroded
The Miami, eroded component makes up 60 percent of the map unit. Slopes are 12 to 18 percent. This component is on till
plains, till plains. The parent material consists of loess over loamy till. Depth to a root restrictive layer, densic material, is 24
to 40 inches. The natural drainage class is moderately well drained. Water movement in the most restrictive layer is low.
Available water to a depth of 60 inches (or restricted depth) is moderate. Shrink-swell potential is low. This soil is not
flooded. It is not ponded. A seasonal zone of water saturation is at 30 inches during January, February, March, April,
December. Organic matter content in the surface horizon is about 2 percent. This component is in the F111AY009IN Till
Ridge ecological site. Nonirrigated land capability classification is 4e. This soil does not meet hydric criteria. The calcium
carbonate equivalent within 40 inches, typically, does not exceed 30 percent.
THIS SHEET TO BE
USED FOR EROSION
CONTROL ONLY.
HOUSE
GARAGE
PAD ELEV.
TOPSOIL
STOCKPILE
CONSTRUCTION
ENTRANCE/EXIT
STREET
(TO BE CLEARED AT END
OF EVERY WORK DAY)
SIDEWALK
CURB & GUTTER
REAR YARD
DRAINAGE SWALE
SIDE YARD
DRAINAGE SWALE
CURB INLET
PROTECTION
DROP INLET
PROTECTION
BASKET
SUBSOIL
STOCKPILE
EROSION CONTROL PLAN LEGEND
PROPERTY LINE/DRAINAGE
SWALE
DRAINAGE FLOW
TREE CONSERVATION
SILT FENCE
CONCRETE WASHOUT
PERMANENT SEEDING
AREA TO BE TOP-SOILED,
SEEDED, AND MULCHED BY
OWNER AT COMPLETION OF
CONSTRUCTION. PALIMAR IS
TO BE USED OF GRASS
GROWTH IS NOT POSSIBLE.
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.
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:
B.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.
B.2. INSTALLATION AND MAINTENANCE OF A STABLE CONSTRUCTION SITE ACCESS.
B.3. INSTALLATION AND MAINTENANCE OF APPROPRIATE PERIMETER EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO
LAND DISTURBANCE.
B.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.
B.5. CLEAN-UP OF SEDIMENT MUST BE REDISTRIBUTED OR DISPOSED OF IN A MANNER THAT IS IN COMPLIANCE WITH ALL
APPLICABLE STATUTES AND RULES.
B.6. ADJACENT LOTS DISTURBED BY AND INDIVIDUAL LOT OPERATOR MUST BE REPAIRED AND STABILIZED WITH TEMPORARY
OR PERMANENT SURFACE STABILIZATION.
B.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:
B.7.A. COMPLETES FINAL STABILIZATION; OR
B.7.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:
B.7.1.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.7.1.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).
B.8. THE PERMIT HOLDER/OWNER NEEDS TO CONDUCT AN ONSITE E.C. EVALUATION AFTER EVERY MEASURABLE RAIN FALL
EVENT OF 5" OR GREATER. THESE MUST BE FILED FOR A MINIMUM OF THREE YEARS.
CONSTRUCTION SEQUENCE FOR BUILDING SITE EROSION CONTROL PRACTICES
INDIVIDUAL LOT STORM WATER POLLUTION & PREVENTION DETAIL
NOT TO SCALE
5'-0"1'-0" (MIN.)ROCK ABUTMENT
SPILLWAY
CREST ELEV.
ROCK
APRON
FILTER
FABRIC 1'-6" (MIN.)1'-0" (MIN.)UPSTREAM
GRAVEL FACING
5'-0" (MIN.)2'-0"#8 STONE FACING 1'-
0
"
(MI
N.)
6" RIP-RAP
5'-0"FLOWSEE SHEETS C301 & C303
FOR TOP ELEV.
ROCK HORSE SHOE DAM DETAIL
NOT TO SCALE
TOP VIEW
300
275
250
225
200
175
150
125
100
75
50
25
0
4:1 3:1 2:1 1:1 LOW FLOWCHANNELMED/HIGH FLOWCHANNEL ANDSHORELINEDC
C
B
C
B
B
C
A
B
A
SLOPE GRADIENTSLOPE LENGTH (FT.)6'3'3'6'3'1.5'
3' 4'2' 4' 2' 3'
1.5' 4'2' 20"3'
1 STAPLE
PER SQ. YD.
112 STAPLES
PER SQ. YD.
2 STAPLES
PER SQ. YD.
312 STAPLES
PER SQ. YD.
A B C D
STAPLE 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.
EROSION CONTROL BLANKET
STAPLE PATTERN GUIDE
NOT TO SCALE
EROSION CONTROL NOTES
EROSION CONTROL MEASURE INSTALLATION SEQUENCE MAINTENANCE
STONE ENTRANCE PRIOR TO CLEANING AND GRADING INSPECT ENTRANCE PAD AND SEDIMENT DISPOSAL AREA WEEKLY AND AFTER STORM EVENTS OR HEAVY USE.
RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL.
TOPDRESS WITH CLEAN STONE AS NEEDED.
IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS BY BRUSHING OR SWEEPING.
FLUSHING SHOULD ONLY BE USED IF THE WATER IS CONVEYED INTO A SEDIMENT TRAP OR BASIN.
REPAIR ANY BROKEN ROAD PAVEMENT IMMEDIATELY.
SILT FENCE PRIOR TO CLEANING AND GRADING 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 AFFECTED PORTION
IMMEDIATELY.
REMOVE DEPOSITED SEDIMENT WHEN IT REACHES HALF THE HEIGHT OF THE FENCE AT ITS LOWEST POINT OR IS CAUSING
THE FABRIC TO BULGE.
TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT.
AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE THE FENCE AND SEDIMENT DEPOSITS, BRING
THE DISTURBED AREA TO GRADE, AND STABILIZE.
TOPSOIL STOCKPILE PRIOR TO CLEANING AND GRADING DETERMINE DEPTH AND SUITABILITY OF TOPSOIL AT THE SITE. (FOR HELP, CONTACT YOUR LOCAL SWCD OFFICE TO OBTAIN
A COUNTY SOIL SURVEY REPORT OR CONSULT WITH A SOIL SCIENTIST.)
PRIOR TO STRIPPING TOPSOIL, INSTALL ANY SITE-SPECIFIC DOWNSLOPE PRACTICES NEEDED TO CONTROL RUNOFF AND
SEDIMENTATION.
REMOVE THE SOIL MATERIAL NO DEEPER THAN WHAT THE COUNTY SOIL SURVEY DESCRIBES AS "SURFACE SOIL" (I.E., A OR
AP HORIZON).
STOCKPILE THE MATERIAL IN ACCESSIBLE LOCATIONS THAT NEITHER INTERFERE WITH OTHER CONSTRUCTION ACTIVITIES
NOR BLOCK NATURAL DRAINAGE; AND INSTALL SILT FENCES OR OTHER BARRIERS TO TRAP SEDIMENT (SEE EXHIBIT 3.02-B).
(SEVERAL SMALL PILES AROUND THE CONSTRUCTION SITE ARE USUALLY MORE EFFICIENT AND EASIER TO CONTAIN THAN
ONE LARGE PILE.)
IF SOIL IS STOCKPILED FOR MORE THAN 6 MO., IT SHOULD BE TEMPORARILY SEEDED OR COVERED WITH A TARP OR
SURROUNDED BY A SEDIMENT BARRIER.
TEMPORARY DIVERSIONS AFTER ROUGH GRADING INSPECT WEEKLY AND FOLLOWING EACH STORM EVENT.
REMOVE SEDIMENT FROM THE CHANNEL AND REINFORCE THE RIDGE AS NEEDED.
CHECK THE OUTLETS AND MAKE NECESSARY REPAIRS IMMEDIATELY.
REMOVE SEDIMENT FROM TRAPS WHEN THEY ARE 50% FULL.
WHEN THE WORK AREA HAS BEEN STABILIZED, REMOVE THE RIDGE, FILL THE CHANNEL TO BLEND WITH THE NATURAL
GROUND, REMOVE TEMPORARY SLOPE DRAINS, AND STABILIZE ALL DISTURBED AREAS.
ROCK DAM AFTER ROUGH GRADING INSPECT THE ROCK DAM AND BASIN FOLLOWING EACH STORM EVENT.
REMOVE SEDIMENT WHEN IT ACCUMULATES TO HALF THE DESIGN VOLUME (MARKED BY STAKE)
CHECK THE DAM AND ABUTMENTS FOR EROSION, PIPING, AND ROCK DISPLACEMENT, AND REPAIR IMMEDIATELY IF THE
BASIN DOES NOT DRAIN BETWEEN STORMS, REPLACE THE STONE ON THE UPSTREAM FACE OF DAM IF THE BASIN DRAINS TO
RAPIDLY FOLLOWING A STORM,(LESS THAN 6 HRS.), ADD INDOT CA NO. 5 GRAVEL ON THE UPSTREAM FACE OF THE DAM.
ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN PERMANENTLY STABILIZED,
a. REMOVE WATER AND SEDIMENT FROM THE BASIN,
b. REMOVE THE DAM, DISPOSING OF THE ROCK IN DESIGNATED DISPOSAL AREAS,
c. SMOOTH THE SITE TO BLEND THE SURROUNDING AREA,
d. STABILIZE
TEMPORARY SEEDING AFTER ROUGH GRADING INSPECT PERIODICALLY AFTER PLANTING TO SEE THAT VEGETATIVE STANDS ARE ADEQUATELY ESTABLISHED; RE- SEED IF
NECESSARY.
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 IF NITROGEN
DEFICIENCY IS APPARENT. (EXHIBIT 3.11-B SHOWS ONLY WHEAT/RYE FALL SEEDED.)
PERMANENT SEEDING AFTER FINISH GRADING 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.
REPAIR DAMAGED, BARE, OR SPARSE OR PATCHY, BY FILLING ANY GULLIES, RE-FERTILIZING, OVER - OR RE- SEEDING AND
MULCHING AFTER RE-PREPARING THE SEEDBED.
IF VEGETATION FAILS TO GROW, CONSIDER SOIL TESTING TO DETERMINE ACIDITY OR NUTRIENT DEFICIENCY PROBLEMS.
(CONTACT YOUR SWCD OR COOPERATIVE EXTENSION OFFICE FOR ASSISTANCE.)
IF ADDITIONAL FERTILIZATION IS NEEDED TO GET A SATISFACTORY STAND, DO SO ACCORDING TO SOIL TEST
RECOMMENDATIONS.
EROSION CONTROL MATTING AFTER FINISH GRADING 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 THE AREA,
AND RE-LAY AND STAPLE THE BLANKET.
AFTER VEGETATIVE ESTABLISHMENT, CHECK THE TREATED AREA PERIODICALLY.
INLET PROTECTION AFTER EACH INLET IS PLACED INSPECT FREQUENTLY FOR DAMAGE BY VEHICULAR TRAFFIC, AND REPAIR IF NEEDED.
INSPECT AFTER EACH STORM EVENT.
REMOVE SEDIMENT (BUT NOT BY FLUSHING) WHEN IT REACHES HALF THE HEIGHT OF THE BARRIER.
DEPOSIT REMOVED SEDIMENT WHERE IT WILL NOT ENTER STORM DRAINS.
REMOVAL OF INLET PROTECTION AFTER ALL AREAS DRAINING TO THESE
AREAS ARE STABILIZED
N/A
REMOVAL OF SILT FENCE AFTER ALL AREAS DRAINING TO THESE
AREAS ARE STABILIZED
N/A
YmsD2
YclA
MoC3 MnB2
YmdD3
Sh
Sh
YmsC2
YmsC2
YmsB2
YmsB2
YclA
HUSSEY LANEJUMPER LANE05/17/23
DATE MARK REVISIONS BYS & A JOB NO.
SHEET NO.
DRAWN BY: CHECKED BY:A L W A Y S O N 7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942 THIS DRAWING IS NOT INTENDED TO BEREPRESENTED AS A RETRACEMENT ORORIGINAL BOUNDARY SURVEY, AROUTE SURVEY OR A SURVEYORLOCATION REPORT.CERTIFIED: S T O E P P E L W E R T H SWPPP - SPECIFICATIONS & DETAILS C301C
95006STL
AEC/BMB BMB CARMEL, CLAY TOWNSHIP HAMILTON COUNTY, INDIANA File Name: S:\95006STL\DWG\C301 - Erosion Control - Details.dwg - C301CModified / By: April 20, 2023 12:29:56 PM / RMorrisPlotted / By: April 25, 2023 9:44:50 AM / Raven Morris10534 HUSSEY LANE 04/25/23 REVISED PER MUNICIPAL COMMENTS RBM03/17/23CARMEL, IN 46032 05/17/23
P.W.P.
P.W.P.824823.01824.36821.80822 .97
822 .91823.03822.25820.59819.66 820.37
820.30 820.22820.34819.36819.52819.55819.19819.2481 8.70
817.8681 7.66 817.84 817.78817.82817.77 817.66816.84816.56DYHWV
815.30817.29817.32 816.8381 6.99
816.83 81 6.87
816.96817.0581 5.65582816.64 866 538
81 7.62 817.61 816.91816.92 816.8 8816.88
815.91815.7381 6.15816.32811.7780 9.21 809.07 809.23810.63812.94 809.38814.19813.74816.64817.3581 6.50817.02 816.12M.B.816.36815.66815.38814.95815.27
81 5.07 815.16
81 5.35815.41 815.81 815.82815.99 816.06816.08 816.12 816.72
816.62817.39 818.38818.13818.30 818.44 8.79 817.53817.40817.23817.08816.25816.18816.24816.81817.27817.50818.01817.52 815.7681 7.11815.59816.12817.0081 8.16819.30 821.54
818.72 823.74818.63820.89819.64820.0281 8.25 816.65816.15821.22818.81818.94818.69819.22 819.06 81 9.0219.25818.81 818.05
820.3982 0.10808.64 808.97
809.35808.41 809.07810.79812.80812.32
810.89 80 9.43
809.00
809.46
813.94 809.87809.27 809.64 811.99 809.91808 .02
813.51809.07 809.66813.20 814.44815.11 810.85 813.66809 .53809 .97 814.13 810.1081 4.84809.94810.05 814.22814.97814.97 814.31 810.88 810.39810.69 814.22 808.8281 1.12
810.84 814.29814.37 815.33816.35 14.30811.33 810.86
811.26 814.68814.88 818.44818.43818.55818.55819.02819.17818.99819.23819.19819.19819.14819.1512 819.01819.17819.18819.17819.16819.02818.98S79°38'10"E 52.
RIP-RAP
M.B.819.64808.66808.96816.16 816.89818.21820.33822.76 824.38
20' Wi de Gas Line Easement
Instrume nt # 8622989P.B. # 4, Pg. # 516 H amilt on C o., Indiana, Rec orders Of ficeTBM:
816.32'
S72°29'49"E 52.93' (D)East LineW. 12, N.E.14Sec.10-Twp.17N.-R.03E.Hussey LaneAsphalt - 30' R/W7817.05817.2081 7.00 817.37817.42817.14818.29818.37818.13821.16821.32821.34817.74
1816.47 816.46814.29808.25807.73808.39817.814.90814.40816.02815.06 815.03 814.19 814.89814.63815.21Grass/Trees 48' Wide Sanitary Sewer EasementInstrument # 2008023750Hamilton Co., Indiana, Recorders Office14'
28' 1/2 R/W
GARAGE
F.F. ELEV.
820.5
21'1 4'59 L.F. SWALE @ 1.45%400
65 L.F. 12'' HDPE @ 0.31%
401
820.0 819.5
819.5
819.5
820.0 820.0
820.5
820.5 820.5
816.4 816.4
821.0
821.0
816.5817.8
820.0
820.0 820.0
819.3
819.4
819.0819.0
818.7
818.6
818.5 818.5
816.5816.5
816.5
816.6
816.7
817.4
816.6
816.5
816.3
816.1
817.2
818.8
818.9
819.2 819.6
820.2
816.5
816.9
817.2 816.2
816.0
816.5
819.0 819.0
819.0
816.9
817.2814.1 815.0813.5819818819817818819817
818
82 0
819817
818
815
816
816
817
817815816817 815816817816
817
818
819.8
819.3819.8
819.3814814 70 L.F.
6" SSD100-YR
FLOODPLAIN
ESMT.
100-YR FLOODPLAIN ESMT.
PROPOSED
RAIN
GARDEN 15' B.M.P.ESMT15' B.M.P.ESMT.PROPOSED
100-YR FLOODPLAIN
LIMIT PER S&A
GENERAL NOTES
1. 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.
2. THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN
SPECIFIED AND AS APPROVED BY THE CITY OF CARMEL ON THE
FINAL APPROVED CONSTRUCTION PLANS. DEVIATIONS FROM THE
APPROVED DESIGN SHALL ONLY BE PERMITTED DUE TO SPECIAL
CIRCUMSTANCES OR DIFFICULTY DURING CONSTRUCTION AND
WILL REQUIRE PRIOR FIELD APPROVAL FROM A DESIGNATED
REPRESENTATIVE OF THE CITY OF CARMEL IN ADDITION TO
SUPPLEMENTAL APPROVAL BY THE DESIGN ENGINEER. AN
EXPLANATION OF ANY SUCH DEVIATION SHALL BE INCLUDED AS A
REQUIREMENT ON AS-BUILT/RECORD DRAWINGS SUBMITTED FOR
RELEASE OF PERFORMANCE GUARANTEES. APPROVED DESIGN
SLOPES IDENTIFIED AS GENERATING VELOCITIES OF 2.5 FPS OR
LESS OR 10 FPS OR GREATER (AT FULL FLOW CAPACITY) SHALL
REQUIRE AS-BUILT CERTIFICATION AT THE TIME OF
CONSTRUCTION, PRIOR TO BACKFILLING THE PIPE. THE
CONTRACTOR IS INSTRUCTED TO AS-BUILT EACH SECTION OF
STORM PIPE AS IT IS BEING INSTALLED TO ENSURE COMPLIANCE
WITH THE DESIGN PLANS AND AS APPROVED BY THE CITY OF
CARMEL.
GRAPHIC SCALE
( IN FEET )
1" = 20 FT
LEGEND
EXISTING FEATURES
WATER MAIN
FORCE MAIN
SANITARY SEWER
STORM SEWER
PROPOSED FEATURES
WATER MAIN
SANITARY SEWER (w/ LATERALS)
STORM SEWER
DENOTES FULL DEPTH GRANULAR
BACKFILL
SCALE: 1"=20' HOR.
1"=2' VERT.
808
810
808
810METAL END SECTION #400STA. 0+00YARD INLET #401NYLOPLAST BASINSTA. 0+65TC=814.0065 L.F. 0.31% 12'' HDPE
810.80 811.00 CREEK DRIVEWAYEXISTING
GRADE
PROPOSED
GRADE
6" SSD
100-YR H.G.L.
CORE 4" DIA.
ORIFICE
STRUCTURE TABLE
STR.#
400
401
TYPE
METAL END SECTION
YARD INLET
T.C.
811.93
814.00
CASTING
TYPE
???
1299CGD
DIAMETER
IN
12
DIRECTION
IN
NE
INV._IN
810.80
DIAMETER
OUT
12
DIRECTION
OUT
SW
INV_OUT
811.00
SLOPE
0.31%
PIPE TABLE
NAME
400-401
SIZE
12"
LENGTH
64.89'
SLOPE
0.31%
MATERIAL
HDPE
UPSTREAM
STR.#
401
DOWNSTREAM
STR.#
400 DATE MARK REVISIONS BYS & A JOB NO.
SHEET NO.
DRAWN BY: CHECKED BY:A L W A Y S O N 7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942 THIS DRAWING IS NOT INTENDED TO BEREPRESENTED AS A RETRACEMENT ORORIGINAL BOUNDARY SURVEY, AROUTE SURVEY OR A SURVEYORLOCATION REPORT.CERTIFIED: S T O E P P E L W E R T H STORM SEWER PLAN & PROFILE C400
95006STL
AEC/BMB BMB CARMEL, CLAY TOWNSHIP HAMILTON COUNTY, INDIANA File Name: S:\95006STL\DWG\C400 - Storm Sewer Plan & Profile.dwg - C400Modified / By: April 25, 2023 9:08:06 AM / RMorrisPlotted / By: April 25, 2023 9:45:06 AM / Raven Morris10534 HUSSEY LANE 04/25/23 REVISED PER MUNICIPAL COMMENTS RBM03/17/23CARMEL, IN 46032 EMERGENCY OVERFLOW
05/17/23
825.87 825.87826.11826.1082 6.12825.7 0 825.69825.78P.W.P.
P.W.P.824.29823.01825.00
824.36821.80822 .97
822 .91
823.03822.25820.59 819.66 820.37
820.30 820.22820.34819.36819.52819.55819.19819.2481 8.70
817.8681 7.66 817.84817.78817.82817.77817.66816.84816.56DYHWV
815.30817.29817.32 816.8381 6.99
816.8381 6.87
816.96817.05815.65816.58816.58816.8213.59816.21 816.20815.70 815.77816.64816.68 816.66816.65817.38
81 7.62
817. 3481 7. 61816.91816.92 816.88816.88
815.91815.73816.15816.32
81 5.29
813.48 813.12813.2481 3.17
813.42 811.77809.21809.0780 9.23810.63812.94 809.38814.19813.74816.64817.3581 6.50817.02
816.12 M.B.816.36815.66
815.38814.95815.27815.07 815.16815.35 815.41815.81 815.82815.99 816.0681 6.08816.12 816.72816.6281 7.3981 8.38
818.13818.30818.44 818.79
81 7.53
817.40817.23817.08
816.25816.18816.24 816.81817.27817.50818.01 8 17.52 815.76
81 7.11815.59816.12817.0081 8.16819.30821.54825.55
828.22824.01819.30 829.33818.72823.74818.63820 .89
819.64820.02818.25816.65816.15821.22823.11819.37818.81818.94818.61818.69
820.11819.22819.068 19.02819.25 818.81 818.05820.39 820.10820.17819 .92 82 0.23 820.50820.30820.48830.42830.40830.36830 .45830.34 830 .37 818.66 808.6480 8.97
812.36809.35813.69
80 8.41809.07810.79 813.66 812.80812.32
813.90810.89 813.62 80 9.43
809.00
80 9.46813.9480 9.8780 9.27809.64811.99 809.91 814.9280 8.02
813.51 809.07 809.66813.20814.44815.118 10.85 813.66809.53809.97814.13810.10814.84 809.94810.05
814.22814.97814.97 814.31 810.88810.39810.69814.22 80 8.82811.12
810.84814.29814.37 815.33 815.13816.35 814.30811.33 810.86 811.26811.56811.18 811.71815.72 817.40815.64 817.45 815.1081 7.23 817.81816.96816.09 816.11817.0381 7.94 817.33816.72815.31 811.94811.46812.19 815.30 814.68814.88815.21812.12 811.52 815.36 811.88812.18 815.88816.69 820 .22820.14819.74 819.43819.67820.22820.16 819.63 81 9.77
81 9.908 19.33820.32820.16 820.19820.30820.25 820 .23 820. 34820 .27 818.69 818.86817.44815.83818.14816.74816.48816.60816.63817.87817.70817.84 818.01 817.96818.00818.05 817.78817.80 817.75817.36817.55 816.84 817.1181 7.12 81 8.56
817.50818.04817.30 818.95816.36818.5381 6.08
815.57813.90812.31 815.76815.39 815.39 815.45 815.48815.45 810.60 812.05 812.16814.28 814.5981 5.87
81 3.07
816.66 812.24814.86
812.3881 5.25811.71814.27812. 58811.61812.55815.68 816.10 812.49 815.97 812.31 811.62812.54 814.38816.11816.19
817.21 813.97
816.92812.89812.16 812.48 812.39815.52 816.23 813.03
81 2.94813.42 81 6.61 817.05 816.79817.28 81 7.10 816.38 816.89 817.06 813.83 816.81 8 12.96 812.20 818.36813.55 813.22 813.35
816.15813.51 81 3.2681 3.49816.88 817.10 815.89 817.08 815.71 814.89
813.68813.36813.19813.3381 3.69
814.34 816.95 815.67813.72 815.55817.16814.33814.29
816.10813.52813.72815.72 818.44
81 6.02 813.89 813.39814.06 816.89 817.39 817.43 81 7.15817.51 818.44818.43818.55818.55819.02819.17818.99819.23819.19819.19819.1481 9.15
819.18819.12 819.01819.17819.18819.17 819.16 819.02 818.98 818.48818.31823.60817.91822.817.50818.94
81 8.90 818.83818.95
819.03 818.79 818.10818.19
81 7.99
81 7.95
818.18818.22818.29 818.25 81 8.21
818.21818.25818.26821.20
823.11818.13 824.1881 8.32818.94
818.63824.70
821.7 2819.59 818.34
818.2181 7.61 817.79 817.18 817.77817.68 817.88 817.49817.51817.50 817.68818.29
818.10817.85822.46822.20819.38819.88818.44 820.83818.19S79°38'10"E 52.47' (M)
W ood Ret aining
Wal lS.S.D.
Wood Retaining Wall RIP-RAPRIP-RAP
RIP-RAP
RIP-RAP
RIP-RAP
RIP-RAP
72"x45" ARCH CMP
INV.=811.82
72"x45" ARCH CMP
INV.=812.88
M.B.819.6480 8.6680 8.96816.16 816.89 818.21820.33822.76824.38825.60
825.
56
816.78
816.71 817.04 817.46816.7181 7.12817.02
816.65816.90
817.67817.82818.04 N 20' Wide
Gas Line Easement Instrume nt # 8622989
P.B. # 4, Pg. # 516H amil ton Co., Indiana, Re corders Off ice TBM:
816.32'
S72°29'49"E 52.93' (D)
Measured Bea
East LineW. 12, N.E.14Sec.10-Twp.17N.-R.03E.Hussey LaneAsphalt - 30' R/W30' R/W30' R/W 816.44 816.56 816.25816.77816.92816.78817.05
817.20
81 7.00 817.37817.42817.14818.29818.37818.13821.16821.32821.34817 .74817 .5 1815.88815.99816.47 816.46814.29
80 8.25807.73808.39809.43
813.63
81 7.814.90814.4081 6.02
812.96815.25814.93815.06815.03 815.37 815.9315.73815.43 814.01 815.40
815.60
815.66 816.11 GM 813.49 821.08821.04814.19 814.89 814.63815.21815.61 815.47815.44816.24 816.01 816.75 817.90 821.07817.3 7821.19820.96819.54822.80
81 7.12
824 .77816.97
827.42 827.74 820.90 816.44 816.97
816.57Conc.
Pool
Landscaping
Trees
Grass
Grass/Trees
Grass 48' Wide Sanitary Sewer EasementInstrument # 2008023750Hamilton Co., Indiana, Recorders Office14'
28' 1/2 R/W
MAIN HOUSE
F.F. ELEV.: 821.0
MLAG ELEV.: 820.36
MFPG ELEV.: 820.36
GUEST HOUSE
F.F. ELEV.
820.5
399.72410.70440.54490.51505.44554.40573.16584.25600.01615.47625.61630.68638.42GARAGE
F.F. ELEV.
820.5
21'1 4'
820.0 820.0
820.0 820.0
819.5
819.5
820.5819.5
819.5
819.9819.8
820.0
820.0
820.0
820.0 820.0
819.5 819.5 819.5 819.5
819.5
820.0
813.98 14 .7
814.9 815.2
816.6
819.5 819.5
820.0 820.0 820.0
820.0820.0 820.0
820.0
820.0 819.5
819.5
819.5
820.0 820.0
820.5
820.5 820.5
816.4 816.4
821.0
821.0
817.5
816.5817.8
817.5
819.1818.7
818.4817.9
818.0
817.7820.0 820.0
820.0
820.0820.0 816
.0
820.0
819.3
819.4
819.0819.0
818.7
818.6
818.5 818.5
816.5816.5
816.5
816.6
816.7
817.4
816.6
816.5
816.3
816.1
817.2
818.8
818.9
819.2 819.6
820.2
816.5
816.9
817.2 816.2
816.0
816.5
819.0 819.0
819.0
816.9
817.2814.1815.0813.5815815 816816817817815815816816817817818814
814
815815
81 6
816
817
8 1 7
818
818
815815
816
816
817
818
819
818819
819818819816
817
818
819
82 0
820
819 819818819817818819817
818
82 0
819817
818
815
816
816
817
817
818
819 815816817
81581681781
6
81
7
818819.8819.4819.8
819
.
4
819
.
8
819.8 819.8
819.3819.8
819.3819.0819.0 819.0
814814 100-YR FLOODPLAIN ESMT.
100-YR
FLOODPLAIN
ESMT.
100-YR FLOODPLAIN ESMT.
100-YR
FLOOD-
PLAIN
ESMT.20' D.&U.E.20'
PROPOSED
FLOODPLAIN
STORAGE
PROPOSED
RAIN
GARDEN 15' B.M.P.ESMT15' B.M.P.ESMT.PROPOSED
100-YR FLOODPLAIN
LIMIT PER S&A
GENERAL NOTES
1. 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.
LEGEND
EXISTING FEATURES
WATER MAIN
ELECTRIC LINE, OVERHEAD
ELECTRIC LINE, UNDERGROUND
GAS MAIN
FORCE MAIN
SANITARY SEWER
STORM SEWER
CONTOUR
WATER FLOWLINE
FENCE LINE
TREE LINE
WATER, HYDRANT
WATER, VALVE
WATER, METER
UTILITY POLE
GUY ANCHOR
ELECTRIC, TRANSFORMER
CABLE, PEDESTAL
TELEPHONE, ACCESS COVER
TELEPHONE, PEDESTAL
LIFT STATION, WET WELL
LIFT STATION, VALVE VAULT
TILE RISER
WETLANDS MARKER
MAILBOX
SIGN
TREE
PROPOSED FEATURES
WATER MAIN
SANITARY SEWER (w/ LATERALS)
STORM SEWER
CONTOUR
NORMAL WATER ELEVATION
SWALE FLOWLINE
GRADE ELEVATION
5' WIDE SIDEWALK (BY HOME BUILDER)
(DEVELOPER SHALL INSTALL SIDEWALKS/PATHS IN OR
ALONG ALL COMMON AREAS)
CURB & GUTTER (w/ 6" UNDERDRAIN)
6" SUB-SURFACE DRAIN (SWALE)
LOT NUMBER
PAD ELEVATION
MIN. FINISH FLOOR ELEVATION
MIN. FLOOD PROTECTION GRADE
MFF:910.0 MIN. FINISH FLOOR ELEVATION IS BASED
OFF OF THE FOLLOWING CRITERIA:
1. 12" (1.0') ABOVE THE NEAREST UPSTREAM
OR DOWNSTREAM SANITARY MANHOLE
(WHICHEVER IS LOWEST),
2. 6" (0.5') ABOVE THE MFPG
ABBREVIATIONS
B.L. BUILDING SETBACK LINE
ME MATCH EXISTING
HP HIGH POINT
LP LOW POINT
GB GRADE BREAK
MFPG MIN. FLOOD PROTECTION GRADE
910.0
10
910.5
910.2
MFF:
MFPG:
GRAPHIC SCALE
( IN FEET )
1" = 20 FT DATE MARK REVISIONS BYS & A JOB NO.
SHEET NO.
DRAWN BY: CHECKED BY:A L W A Y S O N 7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942 THIS DRAWING IS NOT INTENDED TO BEREPRESENTED AS A RETRACEMENT ORORIGINAL BOUNDARY SURVEY, AROUTE SURVEY OR A SURVEYORLOCATION REPORT.CERTIFIED: S T O E P P E L W E R T H CROSS-SECTIONS - STATION VIEW
C500
95006STL
AEC/BMB BMB CARMEL, CLAY TOWNSHIP HAMILTON COUNTY, INDIANA File Name: S:\95006STL\DWG\C500 - Cross Sections.dwg - C500Modified / By: April 19, 2023 2:11:05 PM / prichardsPlotted / By: April 25, 2023 9:45:16 AM / Raven Morris10534 HUSSEY LANE 04/25/23 REVISED PER MUNICIPAL COMMENTS RBM03/17/23CARMEL, IN 46032 05/17/23
5+54.40
800
810
820
830
840
800
810
820
830
840
5+73.16
800
810
820
830
840
800
810
820
830
840
5+84.25
800
810
820
830
840
800
810
820
830
840
6+00.01
800
810
820
830
840
800
810
820
830
840
6+15.47
800
810
820
830
840
800
810
820
830
840
6+25.61
800
810
820
830
840
800
810
820
830
840
6+30.68
800
810
820
830
840
800
810
820
830
840
6+38.42
800
810
820
830
840
800
810
820
830
840
4+10.70
800
810
820
830
840
800
810
820
830
840
4+40.54
800
810
820
830
840
800
810
820
830
840
4+90.51
800
810
820
830
840
800
810
820
830
840
5+05.44
800
810
820
830
840
800
810
820
830
840
3+99.72
800
810
820
830
840
800
810
820
830
840
-10 0 10 20 30 40 50 60
-10 0 10 20 30 40 50 60
-10 0 10 20 30 40 50 60
-10 0 10 20 30 40 50 60 70 80 90 100
-10 0 10 20 30 40 50 60 70 80 90 100 110
-10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190
-10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170
-10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170
-10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170
-10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160
-10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160
-10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160
-10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160
PROPOSED
GRADE
EXISTING
GRADE
FLOODPLAIN
ELEVATION
EXISTING
GRADE
FLOODPLAIN
ELEVATION CREEK CREEK CREEK CREEK CREEK PROPOSED
GRADE
EXISTING
GRADE
FLOODPLAIN
ELEVATION CREEK CREEK CREEK CREEK CREEK CREEK CREEK CREEK FLOODPLAINLIMITFLOODPLAIN LIMITFLOODPLAINLIMITFLOODPLAINLIMITFLOODPLAINLIMITFLOODPLAINLIMITFLOODPLAINLIMITFLOODPLAINLIMITFLOODPLAINLIMITFLOODPLAIN LIMITFLOODPLAINLIMITFLOODPLAINLIMITFLOODPLAINLIMITPROPOSED
GRADE
EXISTING
GRADE
FLOODPLAIN
ELEVATION
PROPOSED
GRADE
EXISTING
GRADE
FLOODPLAIN
ELEVATION
PROPOSED
GRADE
EXISTING
GRADE
FLOODPLAIN
ELEVATION
PROPOSED
GRADE
EXISTING
GRADE
FLOODPLAIN
ELEVATION
PROPOSED
GRADE
EXISTING
GRADE
FLOODPLAIN
ELEVATION
PROPOSED
GRADE
EXISTING
GRADE
FLOODPLAIN
ELEVATION
PROPOSED
GRADE
EXISTING
GRADE
FLOODPLAIN
ELEVATION
EXISTING
GRADE
EXISTING
GRADE
EXISTING
GRADE
EXISTING
GRADE
PROPOSED
GRADE
EXISTING
GRADE
FLOODPLAIN
ELEVATION
EXISTING
GRADE
EXISTING
GRADE
FLOODPLAIN
ELEVATION
EXISTING
GRADE
EXISTING
GRADE
FLOODPLAIN
ELEVATION
EXISTING
GRADE
FILL: 0.1 sq.ft.
FILL: 21.0 sq.ft.
FILL: 2.4 sq.ft.
CUT: 0.5 sq.ft.
CUT: 392.6 sq.ft.
CUT: 497.7 sq.ft.
CUT: 489.2 sq.ft.
CUT: 408.4 sq.ft.
CUT: 155.4 sq.ft.
FLOODPLAIN FILL AREA SECTIONS
(PROPOSED POOL DECK GRADING)
FLOODPLAIN CUT AREA SECTIONS
(PROPOSED FLOODPLAIN STORAGE)
TOTAL CUT VOL.: 944.5 cys
SCALE: 1"=20' HOR.
1"=20' VERT.
SCALE: 1"=20' HOR.
1"=20' VERT.
FLOODPLAIN CUT AREA SECTIONS
(PROPOSED FLOODPLAIN STORAGE)
TOTAL CUT VOL.: 944.5 cys
SCALE: 1"=20' HOR.
1"=20' VERT.DATE MARK REVISIONS BYS & A JOB NO.
SHEET NO.
DRAWN BY: CHECKED BY:A L W A Y S O N 7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942 THIS DRAWING IS NOT INTENDED TO BEREPRESENTED AS A RETRACEMENT ORORIGINAL BOUNDARY SURVEY, AROUTE SURVEY OR A SURVEYORLOCATION REPORT.CERTIFIED: S T O E P P E L W E R T H CROSS-SECTIONS - SECTION VIEW
C501
95006STL
AEC/BMB BMB CARMEL, CLAY TOWNSHIP HAMILTON COUNTY, INDIANA File Name: S:\95006STL\DWG\C500 - Cross Sections.dwg - C501Modified / By: April 19, 2023 2:11:05 PM / prichardsPlotted / By: April 25, 2023 9:45:18 AM / Raven Morris10534 HUSSEY LANE 04/25/23 REVISED PER MUNICIPAL COMMENTS RBM03/17/23CARMEL, IN 46032 FLOODPLAIN CUT / FILL SUMMARY TABLE
FILL CUT
STATION AREA (SF) VOL (CF) AREA (SF) VOL (CF)
399.72 0.00
410.72 0.10 0.55
440.54 21.00 314.60
490.51 2.40 584.65
505.44 0.00
573.16 392.60 3682.59
584.25 497.70 4936.42
600.01 489.20 7776.77
615.47 408.40 6938.45
625.61 155.40 2858.47
630.68 0.00 393.94
TOTAL (CF) 917.72 26586.93
TOTAL (CY) 33.99 984.70
05/17/23
95006STL
AEC/BMB BMB CARMEL, CLAY TOWNSHIP HAMILTON COUNTY, INDIANA File Name: S:\95006STL\DWG\C800 - Construction Details.dwg - C800Modified / By: April 25, 2023 9:11:29 AM / RMorrisPlotted / By: April 25, 2023 9:45:24 AM / Raven Morris10534 HUSSEY LANE 04/25/23 REVISED PER MUNICIPAL COMMENTS RBM03/17/23CARMEL, IN 46032 DATE MARK REVISIONS BYS & A JOB NO.
SHEET NO.
DRAWN BY: CHECKED BY:A L W A Y S O N 7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942 THIS DRAWING IS NOT INTENDED TO BEREPRESENTED AS A RETRACEMENT ORORIGINAL BOUNDARY SURVEY, AROUTE SURVEY OR A SURVEYORLOCATION REPORT.CERTIFIED: S T O E P P E L W E R T H STORM SEWER CONSTRUCTION DETAILS C800
STORM SEWER 12"MIN.12" MIN. 12" - 16"NOTCH RIP-RAP INTO
SLOPE, AS SHOWN
FIBER BLANKET OVER
(POLYFELT TOP & SIDES)
FIBER BLANKET OVER
(POLYFELT TOP & SIDES)
CONTRACTOR SHALL EXCAVATE AREAS
WHERE RIP-RAP HAS BEEN SPECIFIED SO
THAT THE OUTER SURFACE OF THE RIP-RAP
EQUALS FINISH GRADE & DOES NOT IMPEDE
THE PROPOSED STORM WATER FLOW.
END SECTION OUTFALL DETAIL
(SECTION "X-X")
NOT TO SCALE
NOTE:
2:1 SLOPE SHALL ONLY BE USED
WITHIN THE SODDED AREAS AS
SHOWN. TRANSITION TO TYPICAL 5:1
SLOPE WITHIN NEXT FIVE (5) FEET.FLOODPLAIN STORAGE
("A-A") CROSS SECTION
NOT-TO-SCALE
3
1
RAIN GARDEN
("B-B") CROSS SECTION
NOT-TO-SCALE
3
1
6
1
VAR
1.00% SLOPE
SWALE W/
SSD UNDERDRAIN
VAR
SSD UNDERDRAIN
VAR
1.00% SLOPE
NATIVE PLANTING
TO EL. 815.00
NATIVE PLANTING
ALONG BOTTOM
05/17/23