HomeMy WebLinkAboutFINAL PLAN SET40' D. & U.E.
40' D. & U.E.15' D. & U.E.15' D. & U.E.20' D.S. & U.E.
75' B.L.
PARC
E
L I
$
&
5
(
6
PAR
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L II
$
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5
(
6
75' R.D.E.
THOMAS HUSSY DRAIN
75' R.D.E.
THOMAS HUSSY DRAIN
0.609
836.02
0.634
836.020.689836.02836.80152.37'208.88'224.29'39.74'
28.60'
22.73'
2 STORY
BRICK & FRAME HOUSE
W/ WALK OUT BASEMENT1 STORY BRICK &FRAME GARAGE2 STORY FRAME HOUSEAPPROXIMATE LIMIT OF 100YR FLOOD PLAIN PER
THE "THOMAS HUSSEY DRAIN HYDRAULIC
ANALYSIS" BY CHRISTOPHER BURKE ENGINEERING,
LTD AS A PART OF THE WILLIAMS CREEK MASTER
PLAN, DATED JUNE 2010 and A TOPOGRAPHIC
SURVEY BY JD HALL LAND SURVEYING, MAY 2015.
BASE FLOOD ELEVATION PER HYDRAULIC
ANALYSIS
APPROXIMATE LIMIT OF 100YR FLOOD PLAIN
PER THE "THOMAS HUSSEY DRAIN HYDRAULIC
ANALYSIS" BY CHRISTOPHER BURKE
ENGINEERING, LTD AS A PART OF THE WILLIAMSASPHALT DRIVEASPHALT DRIVECON
C
R
E
T
E
DRIV
E
EXISTING
S
E
P
T
I
C
F
I
E
L
D
PARC
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L
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1
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1
3-
0
3-
0
0-
0
0-
0
2
8.
0
0
7
PARC
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L
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1
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0
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0
0-
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2
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0
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(NOT I
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FLOOD MAP
DWG:DATE:CHK:FB:FIELD WORK:PART OF THE SW QUARTER OFSECTION 3, TOWNSHIP 17 NORTH,RANGE 3 EASTCLAY TOWNSHIPHAMILTON COUNTY, INDIANA15-001
1OF65/22/15FIELDBOOK5/15/15OFFICE:803 S. Ohio StreetSheridan, In. 46069Ph. 317-696-3594Fx: 317-758-5510Alt Fx: 317-773-7161JDHJDHLEGEND
WATER METER
WOOD RAIL / PRIVACY FENCE
MAILBOX
UNDERGROUND GAS LINE
FM FM
CABLE TV PEDESTAL
FIRE HYDRANT
WATER VALVE
UNDERGROUND WATER LINE
SANITARY SEWER MANHOLE
TELEPHONE PEDESTAL
UNDERGROUND TELEPHONE LINE
UNDERGROUND FIBER OPTIC LINE
UTILITY POLE
GUY ANCHOR
BM / TBM
OVERHEAD UTILITIES ŽƉLJƌŝŐŚƚΞďLJ:,Ăůů>ĂŶĚ^ƵƌǀĞLJŝŶŐ͕ϮϬϭϱPALMER MINOR SUBDIVISON
PART OF THE SW 1/4, SECTION 3, TOWNSHIP 17 NORTH, RANGE 3
EAST, CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA
PARCEL NO: 17-13-03-00-00-028.007
CONSTRUCTION PLANS
EXISTING CONDITIONS
SECTION NUMBER
100YR FLOOD ELEVATION FLOOD STUDY CROSS SECTION
Notes:
1 PREDOMINATE RIGHT-OF-WAY IN THE AREA IS 80 FEET. NO
DEDICATED RIGHT-OF-WAY EXISTS ACROSS THE SUBJECT TRACT.
2 SITE IS CURRENTLY SERVED BY CITY WATER AND PRIVATE
SEPTIC.
3 TELEPHONE, CABLE, ELECTRIC & GAS ARE IN THE VICINITY.
4 LIMITS OF FLOOD ZONE ARE SHOWN PER THE WILLIAMS CREEK MASTER
PLAN, APPENDIX 8 "THOMAS HUSSEY DRAIN HYDRAULIC ANALYSIS", DATED
2010, PREPARED FOR HAMILTON COUNTY DRAINAGE BOARD BY CHRISTOPHER
B. BURKE ENGINEERING, LTD
5 THIS WORK IS A CULMINATION OF FIELD SURVEY WORK AND GIS DATA FROM
THE HAMILTON COUNTY GIS VIEWER AND DATA DOWNLOAD PORTAL AND THE
CITY OF CARMEL GIS VIEWER.
DAVID A. & CYNTHIA W. PALMER
1060 W. 106TH STREET
CARMEL, IN. 46032
Email: dpalmer@cognitio.us
INSTRUMENT NO: 9609601016
VICINITY MAP
G44 - ISHC DISK
A BRONZE PLATE SET IN THE TOP OF THE
NORTHWEST WING OF THE SOUTHWEST BOUND
LAND BRIDGE ON 1-465 OVER WILLIAMS CREEK.
ELEV= 809.07 (NGVD 29)
LAND SURVEYOR'S CERTIFICATE
The undersigned, a Registered Land Surveyor of the State of Indiana does hereby certify that the attached plat and above legal description were prepared under his direct supervision,
and to the best of his knowledge and belief was executed in accordance with the requirements of the Indiana Survey Standards as defined in Title 865, Article 1, Rule 12 of the Indiana
Administrative Code.
I, THE UNDERSIGNED, HEREBY CERTIFY THAT TO THE BEST OF MY PROFESSIONAL KNOWLEDGE AND BELIEF THE WITHIN PLAT REPRESENTS A TOPOGRAPHIC SURVEY OF THE REAL ESTATE SHOWN OR
DESCRIBED HEREON. THE NATURE, SIZE AND LOCATION OF UTILITIES SHOWN ON THIS PLAT ARE PER PLANS AND/OR LOCATIONS PROVIDED BY THE RESPECTIVE UTILITY COMPANIES OR THEIR
REPRESENTATIVES TOGETHER WITH FIELD OBSERVATIONS AS FURTHER NOTED HEREON. THE TOPOGRAPHIC DATA WAS GATHERED USING STANDARD RADIAL SURVEYING TECHNIQUES WITH AN
ELECTRONIC TOTAL STATION AND DATA COLLECTOR AND/OR A GLOBAL POSITIONING SYSTEM (GPS). ELEVATIONS ON HARD SURFACES OR STRUCTURES ARE ACCURATE TO WITHIN 0.05 FEET,
ELEVATIONS ON NATURAL SURFACES ARE ACCURATE TO WITHIN 0.1 FEET. CONTOURS ARE PLOTTED BASED UPON INTERPOLATION OF SPOT ELEVATIONS SHOWN HEREON AND ARE ACCURATE TO
GENERALLY WITHIN ONE HALF CONTOUR INTERVAL. THE FIELD WORK FOR THIS SURVEY WAS PERFORMED BETWEEN November 2013 AND April 2014. THE BEARING BASIS FOR THIS PROJECT IS
BASED ON STATE PLANE BEARINGS DERIVED FROM GPS-RTK METHODS USING THE INDOT-RTK NETWORK (STATE PLANE COORDINATE ZONE INDIANA EAST 1301, GEOID MODEL 2012U7).
THE USER OF THIS TOPOGRAPHIC SURVEY IS CAUTIONED TO CONSIDER THAT ALL NATURAL SURFACES ARE SUBJECT TO VERTICAL MOVEMENT DUE TO THE EFFECTS OF ENVIRONMENTAL AND
MECHANICAL FACTORS ON SOIL PROPERTIES. THE SPOT ELEVATIONS AND INTERPOLATED CONTOUR LINES DEPICTED HEREON ARE REPRESENTATIVE OF THE SURFACE OF THE SITE ON THE DATES THE
FIELD SURVEY WAS PERFORMED. CHANGES IN SURFACE ELEVATIONS VARYING UP TO 0.5 FEET AFTER THE DATE OF THE SURVEY MAY BE POSSIBLE WITHOUT AND OBVIOUS VISIBLE INDICATIONS.
THEREFORE, IT IS RECOMMENDED THAT THE SURFACE ELEVATIONS OF THE SITE BE VERIFIED PRIOR TO CONSTRUCTION AND THAT ANY SIGNIFICANT DISCREPANCIES BE REPORTED TO THE ENGINEER
FOR EVALUATION. THE SURVEYOR IS NOT RESPONSIBLE FOR ESTIMATING OR ACCOUNTING FOR ANY VERTICAL VARIANCES CAUSED BY SUCH ENVIRONMENTAL OR MECHANICAL INFLUENCES.
CERTIFIED BY: __________________________________________ DATE: 5/22/2015
JAMES D. HALL, LS20500017
DOCKET NO. 15100012 PP
JAMES D .HALL PLS
JD HALL LAND SURVEYING
803 S. OHIO STREET
SHERIDAN, IN. 46069
Email: alandsurveyor@yahoo.com
P:317-696-3594
SOILS MAP ZONING:
GREG SNELLING, P.E.
SNELLING ENGINEERING, LLC
CARMEL, INDIANA 46032
*SANITARY SEWER DESIGN ONLY*
LOT 16
NOW OR FORMERLY
"EGAN"
17-13-03-00-03-009.000
ZONE:S-1
LOT 15
NOW OR FORMERLY
"KOORSEN"
17-13-03-00-03-011.000
ZONE:S-1
LOT 14
NOW OR FORMERLY
"JOHNSON"
17-13-03-00-03-012.000
ZONE:S-1
40' D. & U.E.
40' D. & U.E.15' D. & U.E.15' D. & U.E.20' D.S. & U.E.
75' B.L.
NOW OR FORMERLY
"KLAIN"
INST# 200300038806
17-13-03-00-00-028.113
ZONE:S-1
PAR
C
E
L I
$
&
5
(
6
PARC
E
L II
$
&
5
(
6
75' R.D.E.
THOMAS HUSSY DRAIN
75' R.D.E.
THOMAS HUSSY DRAIN
0.609
836.02
0.634
836.020.689836.02836.80152.37'208.88'224.29'39.74'
28.60'
22.73'
2 STORY
BRICK & FRAME HOUSE
W/ WALK OUT BASEMENT1 STORY BRICK &FRAME GARAGE2 STORY FRAME HOUSEAPPROXIMATE LIMIT OF 100YR FLOOD PLAIN
PER THE "THOMAS HUSSEY DRAIN HYDRAULIC
ANALYSIS" BY CHRISTOPHER BURKE
ENGINEERING, LTD AS A PART OF THE WILLIAMS
CREEK MASTER PLAN, DATED JUNE 2010 and A
TOPOGRAPHIC SURVEY BY JD HALL LAND
SURVEYING, MAY 2015.
APPROXIMATE LIMIT OF 100YR FLOOD PLAIN
PER THE "THOMAS HUSSEY DRAIN HYDRAULIC
ANALYSIS" BY CHRISTOPHER BURKE
ENGINEERING, LTD AS A PART OF THE WILLIAMS
1
: 63&
' 0 6
: 63&
' 0 6
( ' 1
:
' 6
:
6
3
&
'
0
6
(
'
6
( 63&
' 0
1
( '
6
:
'
P.O.B.
PARCEL I
100.00' (D & M)
P.O.B.
PARCEL II 1
: ' 1
( 63&
' 0 6
(
'
6
(
6
3
&
'
0
6
(
' 6
( 63&
S. LINE SW 1/4, SEC. 3-17-3
1616.14'
1716.14'
SW CORNER
SW 14, SEC. 3-T17N-R3E
HARRISON MARKER
FOUND ASPHALT DRIVEASPHALT DRIVECON
C
R
E
T
E
DRIV
E
5/8" IRON ROD FOUND
5" EAST OF BOUNDARY LINE
106TH STREET
PAR
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E
L
N
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1
7-
1
3-
0
3-
0
0-
0
0-
0
2
8.
0
0
7
PARC
E
L
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1
7-
1
3-
0
3-
0
0-
0
0-
0
2
8.
0
0
0
40.00'SE CORNER
SW 1
4, SEC. 3-T17N-R3E
HARRISON MARKER
FOUND(NOT I
N
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L
U
D
E
D)
DAVID McLAUGHLIN
INST# 2013-65000
DWG:DATE:CHK:FB:FIELD WORK:PART OF THE SW QUARTER OFSECTION 3, TOWNSHIP 17 NORTH,RANGE 3 EASTCLAY TOWNSHIPHAMILTON COUNTY, INDIANASURVEYOR'S REPORT-THEORY OF LOCATION
The boundary of the subject tract was retraced from existing survey monumentation found per the Hamilton County Section
Corner Perpetuation Project. These monuments were found and held. No additional record monuments were cited within the
deed and none were found.
The subject deed was found o be in agreement with the depiction and description of the adjoining plat of Queens Manor and the
westerly adjoining deed. All deed & plat dimensions were held for the retracement of the subject property.
In accordance with the Indiana Survey Standards as defined in Title 865, Article 1, Rule 12 of the Indiana Administrative Code,
the following observations and opinions are submitted with reference to the uncertainties in the locations of the lines and
corners established on this survey as a result of:
1) Variance caused by the availability and condition of record monuments;
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LVDVVRFLDWHGZLWKWKH:HVWOLQHGXHWRDQXQFDOOHGIRUPRQXPHQWIRXQGQRUWKRIWKHFHQWHUOLQHRIWK
street.
2) The existing deeds and plats of record;
No gaps, overlaps nor gores were discovered among the various deeds and plats of record.
3) The occupation or possession lines (fences, etc.) as related to the surveyed lines;
An uncertainty of 4' exists along a northeasterly line due to an existing split rail fence.
4) The Relative Positional Accuracy of measurements;
A) The Relative Positional Accuracy of position of the lines and corners of this survey due to measurements is within the
specifications for a RURAL Survey (0.26 foot plus 200 parts per million).
NOTES
1) Subsurface and environmental conditions were not examined or considered as a part of this survey. No statement is made
concerning the existence of overhead or underground containers or facilities that may affect the use or development of this
tract.
2) No attempt was made as part of this survey to obtain or show data concerning existence, size, depth, condition, capacity, or
location of any utility, public service facility, or utility service lines to the property.
3) No excavations were made during the course of this survey to locate underground utilities and/or structures. Before design
or construction is begun, locations should be obtained from the appropriate agencies.
4) This survey does not represent a title search by Surveyor and was prepared without the benefit of a title commitment,
abstract of title, or a title search prepared by a title a title company. There may be easements, restrictions and rights-of-way of
record on this property that are not shown on the subject survey; therefore, this survey and any attached legal descriptions are
subject to all easements, restrictions, and rights-of-way of record.
5) Every document of record reviewed and considered as a part of this survey is noted hereon. The plat and survey were
prepared based upon research of the public records to determine the last deed of record for source of title for the subject and
adjoining properties and is therefore subject to any statements of facts revealed by examination of prior deeds or other
documents that may exist that would affect this parcel.
6) Since the date of this survey conditions may have occurred that are beyond the knowledge or control of the undersigned
surveyor and may have altered the validity and circumstances shown or noted hereon.
FLOOD STATEMENT
By graphic plotting only, this property is located in Zone X (Areas of minimal flooding) of the Flood Insurance Rate Map,
Community Panel No. 18057C0208G, which bears an effective date of NOVEMBER 19, 2014 and is NOT in a Special Flood
Hazard Area.
LAND SURVEYOR'S CERTIFICATE
The undersigned, a Registered Land Surveyor of the State of Indiana does hereby certify that the attached plat and above legal
description were prepared under his direct supervision, and to the best of his knowledge and belief was executed in accordance
with the requirements of the Indiana Survey Standards as defined in Title 865, Article 1, Rule 12 of the Indiana Administrative
Code.
CERTIFIED BY: __________________________________________ DATE: 5/27/2015
JAMES D. HALL, LS20500017
I affirm, under the penalties for perjury, that I have taken reasonable care to redact
each Social Security number in this document, unless required by law. JAMES D. HALL
Prepared by:JAMES D. HALL
15-001
2OF95/22/15FIELDBOOK5/15/15OFFICE:803 S. Ohio StreetSheridan, In. 46069Ph. 317-696-3594Fx: 317-758-5510Alt Fx: 317-773-7161JDHJDHLEGEND
WATER METER
WOOD RAIL / PRIVACY FENCE
MAILBOX
UNDERGROUND GAS LINE
FM FM
CABLE TV PEDESTAL
FIRE HYDRANT
WATER VALVE
UNDERGROUND WATER LINE
SANITARY SEWER MANHOLE
TELEPHONE PEDESTAL
UNDERGROUND TELEPHONE LINE
UNDERGROUND FIBER OPTIC LINE
UTILITY POLE
GUY ANCHOR
BM / TBM
OVERHEAD UTILITIES ŽƉLJƌŝŐŚƚΞďLJ:,Ăůů>ĂŶĚ^ƵƌǀĞLJŝŶŐ͕ϮϬϭϱTHE WITHIN PLAT AND SURVEY WERE PREPARED WITHOUT THE BENEFIT OF A
CURRENT TITLE POLICY AND ARE THEREFORE SUBJECT TO ANY STATEMENT
OF FACTS REVEALED BY EXAMINATION OF SCHEDULE "A" AND SCHEDULE "B"
OF A TITLE POLICY.
THIS SURVEY PLAT HAS BEEN PREPARED FOR USE ON THIS PARTICULAR
PROJECT AND FOR THE EXCLUSIVE USE OF THE PERSON(S) OR ENTITY HEREON
NAMED AND IS NOT CERTIFIED TO OR TO BE USED BY ANY OTHER PARTY. THE
EVIDENCE, POSSESSION, OWNERSHIP, CONDITIONS ETC. COULD CHANGE
CONSTANTLY AND THE USE OF THIS SURVEY IS LIMITED ONLY TO THE DATED
INDICATED HEREIN.
THE LOCATION OF THE TITLE LINES AND CORNERS ARE SUBJECT TO THE
EVIDENCE FOUND IN THE PERFORMANCE OF THIS SURVEY. ADDITIONAL
EVIDENCE PRESENTED TO JD HALL LAND SURVEYING MAY ALTER THE
LOCATION OF THE TITLE LINES AND CORNERS.
RETRACEMENT SURVEY
PART OF THE SW 1/4, SECTION 3, TOWNSHIP 17 NORTH, RANGE 3
EAST, CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA
PARCEL NO: 17-13-03-00-00-028.007 &
PARCEL NO: 17-13-03-00-00-028.000
ZONING:
SECTION NUMBER
100YR FLOOD ELEVATION FLOOD STUDY CROSS SECTION
Land Description (INST# 9609601016)
PARCEL I
A PART OF THE SOUTHWEST QUARTER OF SECTION 3, TOWNSHIP 17 NORTH OF RANGE 3 EAST IN
HAMILTON COUNTY, INDIANA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
THENCE NORTH 00 DEGREES 17 MINUTES 55 SECONDS WEST 456.00 FEET; THENCE SOUTH 82
DEGREES 30 MINUTES 00 SECONDS EAST 220.00 FEET; THENCE NORTH 89 DEGREES 42 MINUTES 05
SECONDS EAST 285.49 FEET; THENCE SOUTH 00 DEGREES 17 MINUTES 55 MINUTES EAST 426.15 FEET
TO A POINT ON THE SOUTH LINE OF SAID QUARTER SECTION; THENCE SOUTH 89 DEGREES 42
MINUTES 05 SECONDS WEST UPON AND ALONG SAID SOUTH LINE 503.46 FEET TO THE PLACE OF
BEGINNING, CONTAINING 5.000 ACRES MORE OR LESS.
PARCEL II
A PART OF THE SOUTHWEST QUARTER OF SECTION 3, TOWNSHIP 17 NORTH OF RANGE 3 EAST IN
HAMILTON COUNTY, INDIANA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT A POINT ON THE SOUTH LINE OF SAID QUARTER SECTION WHICH BEARS NORTH 89
DEGREES 42 MINUTES 05 SECONDS EAST (ASSUMED BEARING) 1716.14 FEET FROM THE SOUTHWEST
CORNER OF SAID QUARTER SECTION THEREOF; SAID POINT BEING THE SOUTHEAST CORNER OF A
TRACT OF LAND CONVEYED TO MICHEAL S. MAURER AND JANE K. MAURER BY WARRANTY DEED
RECORDED IN BOOK 315, PAGES 726-727, IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY,
INDIANA; THENCE NORTH 00 DEGREES 17 MINUTES 55 WEST 476.50 FEET ALONG THE EAST LINE OF
SAID LAND CONVEYED TO MAURER TO A POINT ON THE SOUTHERLY LINE OF QUEEN'S MANOR.
SECTION TWO, THE PLAT OF WHICH IS RECORDED IN PLAT BOOK 9, PAGES 75-77, IN THE SAID
RECORDER'S OFFICE; THENCE SOUTH 78 DEGREES 42 MINUTES 44 SECONDS EAST 102.08 FEET
ALONG THE SAID SOUTHERLY LINE TO THE NORTHWEST CORNER OF A TRACT OF LAND CONVEYED
TO KENNETH E. SCHMIDT AND JAQUELINE K. SCHMIDT BY WARRANTY DEED RECORDED IN BOOK 304,
PAGES 331-333, IN THE SAID RECORDERS OFFICE; THENCE SOUTH 00 DEGREES 17 MINUTES 55
SECONDS EAST 456.00 FEET ALONG THE WEST LINE OF SAID LAND CONVEYED TO SCHMIDT TO A
POINT ON THE SOUTH LINE OF SAID SOUTHWEST QUARTER SECTION; THENCE SOUTH 89 DEGREES 42
MNUTES 05 SECONDS WEST 100.00 FEET ALONG THE SAID SOUTH LINE TO THE POINT OF BEGINNING,
CONTAINING 1.07 ACRES MORE OR LESS.
Subject to all easements and rights-of-way of record.
LOT 16
NOW OR FORMERLY
"EGAN"
17-13-03-00-03-009.000
ZONE:S-1
LOT 15
NOW OR FORMERLY
"KOORSEN"
17-13-03-00-03-011.000
ZONE:S-1
LOT 14
NOW OR FORMERLY
"JOHNSON"
17-13-03-00-03-012.000
ZONE:S-1
40' D. & U.E.
40' D. & U.E.15' D. & U.E.15' D. & U.E.20' D.S. & U.E.
75' B.L.
NOW OR FORMERLY
"KLAIN"
INST# 200300038806
17-13-03-00-00-028.113
ZONE:S-1
PAR
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E
L I
$
&
5
(
6
PARC
E
L II
$
&
5
(
6
75' R.D.E.
THOMAS HUSSY DRAIN
75' R.D.E.
THOMAS HUSSY DRAIN
0.609
836.02
0.634
836.020.689836.0220' TREE PRESERVATION STRIP20' D. & U.E.
75' B.L.75' B.L.
20' D. & U.E.20' D. & U.E.152.37'208.88'224.29'39.74'
28.60'
22.73'
2 STORY
BRICK & FRAME HOUSE
W/ WALK OUT BASEMENT1 STORY BRICK &FRAME GARAGE2 STORY FRAME HOUSEAPPROXIMATE LIMIT OF 100YR FLOOD PLAIN PER
THE "THOMAS HUSSEY DRAIN HYDRAULIC
ANALYSIS" BY CHRISTOPHER BURKE ENGINEERING,
LTD AS A PART OF THE WILLIAMS CREEK MASTER
PLAN, DATED JUNE 2010 and A TOPOGRAPHIC
SURVEY BY JD HALL LAND SURVEYING, MAY 2015.
BASE FLOOD ELEVATION PER HYDRAULIC
ANALYSIS
APPROXIMATE LIMIT OF 100YR FLOOD PLAIN
PER THE "THOMAS HUSSEY DRAIN HYDRAULIC
ANALYSIS" BY CHRISTOPHER BURKE
ENGINEERING, LTD AS A PART OF THE WILLIAMS
1
: 63&
' 0 6
: 63&
' 0 6
( ' 1
:
' 6
:
6
3
&
'
0
6
(
'
6
( 63&
' 0
1
( '
6
:
'
P.O.B.
PARCEL I
100.00' (D & M)
P.O.B.
PARCEL II 1
: ' 1
( 63&
' 0 6
(
'
6
(
6
3
&
'
0
6
(
' 6
( 63&
S. LINE SW 1/4, SEC. 3-17-3
1616.14'
1716.14'
SW CORNER
SW 14, SEC. 3-T17N-R3E
HARRISON MARKER
FOUND ASPHALT DRIVEASPHALT DRIVECON
C
R
E
T
E
DRIV
E
5/8" IRON ROD FOUND
5" EAST OF BOUNDARY LINE
EXISTING
S
E
P
T
I
C
F
I
E
L
D
106TH STREET
PARC
E
L
N
O:
1
7-
1
3-
0
3-
0
0-
0
0-
0
2
8.
0
0
7
PARC
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1
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3-
0
0-
0
0-
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2
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0
0
0
LOT 1
$&
77,864.9 SQ.FT.
LOT 2
$&
162,422.96 SQ.FT.40.00'40.00'30 LF of 18" RCP
24" END SECTION
24" END SECTION
SE CORNER
SW 14, SEC. 3-T17N-R3E
HARRISON MARKER
FOUND(NOT I
N
C
L
U
D
E
D)
20' D. & U.E.10' D. & U.E. 40.00'30' D. & U.E.
DAVID McLAUGHLIN
INST# 2013-65000
INV = 833.75
P.O.B. OF
SUBDIVISION
INV = 833.50
INV = 833.76
INV = 834.0
143 LF OF 6" PVC @ 0.25%
INV = 834.052 LF O
F
6
"
P
V
C
@
0.
5
0
%
INV = 831.50
INV = 831.8583984
0
84
0
839
839
841
840
83
8
83
7836
832BMP ESMT NO. 2BMP ESMT NO. 215' D. & U.E.0.609
836.02
40.00'30 LF of 18" RCP
24" END SECTION
24" END SECTION
INV = 833.75
INV = 831.85832
DWG:DATE:CHK:FB:FIELD WORK:PART OF THE SW QUARTER OFSECTION 3, TOWNSHIP 17 NORTH,RANGE 3 EASTCLAY TOWNSHIPHAMILTON COUNTY, INDIANA15-001
3OF65/22/15FIELDBOOK5/15/15OFFICE:803 S. Ohio StreetSheridan, In. 46069Ph. 317-696-3594Fx: 317-758-5510Alt Fx: 317-773-7161JDHJDHLEGEND
WATER METER
WOOD RAIL / PRIVACY FENCE
MAILBOX
UNDERGROUND GAS LINE
FM FM
CABLE TV PEDESTAL
FIRE HYDRANT
WATER VALVE
UNDERGROUND WATER LINE
SANITARY SEWER MANHOLE
TELEPHONE PEDESTAL
UNDERGROUND TELEPHONE LINE
UNDERGROUND FIBER OPTIC LINE
UTILITY POLE
GUY ANCHOR
BM / TBM
OVERHEAD UTILITIES ŽƉLJƌŝŐŚƚΞďLJ:,Ăůů>ĂŶĚ^ƵƌǀĞLJŝŶŐ͕ϮϬϭϱPALMER MINOR SUBDIVISON
PART OF THE SW 1/4, SECTION 3, TOWNSHIP 17 NORTH, RANGE 3
EAST, CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA
PARCEL NO: 17-13-03-00-00-028.007
CONSTRUCTION PLANS
PROPOSED CONDITIONS
SECTION NUMBER
100YR FLOOD ELEVATION FLOOD STUDY CROSS SECTION
Lot 1 Notes:
1) DRIVE TO BE POSITIONED AT THE FURTHEST POINT POSSIBLE TO THE EAST END OF THE LOT TO
MAXIMIZE SIGHT DISTANCE TO THE WEST.
2) CONTRACTOR TO INSTALL A 30LF 15" RCP CULVERT W/ END SECTIONS. FIELD DRESS TERRAIN TO
ALLOW FREE FLOW OF SURFACE WATER. INSTALL RIPRAP AT EACH END OF PIPE.
3) MINIMUM DRIVE WIDTH TO BE 10' PER CITY OF CARMEL DRIVEWAY DETAIL.
4) DRIVE TO FOLLOW "LAY OF THE LAND", NORTH OF THE 838 CONTOUR, AS MUCH AS POSSIBLE
DURING GRADING ACTIVITIES TO ALLOW CONTINUED SHEET FLOW ACROSS DRIVE LOCATION.
5) DETAILED GRADING TO BE BASED ON FINAL FOUNDATION PLAN FOR PLANNED RESIDENCE.
6) THE EXISTING SEPTIC FIELD TO BE REMOVED / ABANDONED UPON CONNECTION OF THE EXISTING
RESIDENCE TO THE PROPOSED LOW PRESSURE FORCE MAIN.
7) THIS LOT WILL REQUIRE A GRINDER PUMP / FORCEMAIN TO THE NEAREST GRAVITY MANHOLE.
THE NEAREST MANHOLE IS APPROXIMATELY 780 FEET EAST OF THIS SITE.
Lot 2 Notes:
1) NO CHANGES ARE CONTEMPLATED FOR THESE LOTS.
2) SHOULD CHANGES BY CONSIDERED IN THE FUTURE, A DETAILED SITE & GRADING PLAN SHALL
BE SUBMITTED TO CITY OF CARMEL PLANNING FOR APPROVAL PRIOR TO PERMITTING.
= PROPOSED UNDERGROUND GAS LINE
= PROPOSED UNDERGROUND WATER LINE
= PROPOSED UNDERGROUND TELEPHONE LINE
= PROPOSED UNDERGROUND ELECTRIC
= PROPOSED SANITARY SEWER FORCE MAIN
DOCKET NO. 15100012 PP
DRIVEWAY DETAIL
NOTE:
SEE SITE PLAN BY STOEPPELWERTH
& ASSOCIATES, JOB NO.78115 DATED
02/20/2017 FOR THE CURRENT SITE
PLAN FOR LOT 1
40' D. & U.E.15' D. & U.E.15' D. & U.E.20' D.S. & U.E.
75' B.L.
75' R.D.E.
THOMAS HUSSY DRAIN
75' R.D.E.
THOMAS HUSSY DRAIN
0.609
836.02
0.634
836.0220' TREE PRESERVATION STRIP20' D. & U.E.
75' B.L.
20' D. & U.E.
1
: 63&
' 0 6
: 63&
' 0 6
( ' 6
( 63&
' 0
1
( '
6
:
'
EXISTIN
G
S
E
P
T
I
C
F
I
E
L
D
LOT 1
$&
77,864.9 SQ.FT.40.00'30 LF of 18" RCP
24" END SECTION
24" END SECTION
SE CORNER
INV = 833.75
INV = 833.50
INV = 833.76
INV = 834.0
143 LF OF 6" PVC @ 0.25%
INV = 834.052 LF
O
F
6
"
P
V
C
@
0.
5
0
%
INV = 831.50
INV = 831.8583984084
0
839
839
84
1
840
838837836832BMP ESMT NO. 2BMP ESMT NO. 2DWG:DATE:CHK:FB:FIELD WORK:PART OF THE SW QUARTER OFSECTION 3, TOWNSHIP 17 NORTH,RANGE 3 EASTCLAY TOWNSHIPHAMILTON COUNTY, INDIANA15-001
3AOF65/22/15FIELDBOOK5/15/15OFFICE:803 S. Ohio StreetSheridan, In. 46069Ph. 317-696-3594Fx: 317-758-5510Alt Fx: 317-773-7161JDHJDHŽƉLJƌŝŐŚƚΞďLJ:,Ăůů>ĂŶĚ^ƵƌǀĞLJŝŶŐ͕ϮϬϭϱPALMER MINOR SUBDIVISON
PART OF THE SW 1/4, SECTION 3, TOWNSHIP 17 NORTH, RANGE 3
EAST, CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA
PARCEL NO: 17-13-03-00-00-028.007
CONSTRUCTION PLANS
DETAILED GRADING PLAN
DOCKET NO. 15100012 PP
TREE PROTECTION
TREE PROTECTION
TREE PROTECTION
Practice 3.17-Erosion Control Blanket. Organic or synthetic mulch incorporated into a polypropylene or similar netting material.
Immediately upon grading and topsoil placement of swale or area to receive blanket and seed, place seed and erosion control blanket
in accordance with manufacturer's recommendations including proper blanket anchoring as recommended by the manufacturer. If a
delay occurs prior to placement of seed and/or blanket, place a straw bale dam, rock dam, or other measure at the downstream end of
the swale or area receiving blanket and seed as indicated on the erosion control plan.
Maintenance Requirements: During the period of vegetative establishment, inspect after storm events for any erosion below the
blanket. Pull back and anchor any areas showing erosion according to the manufacturer's recommendations.
EROSION
CONTROL
BLANKET
FASTENER
FASTENER
3' - 0" MAX. CTRS.
TAMPED
NATIVE
SOIL
EROSION
CONTROL
BLANKET
FLOW
FASTENER
ANCHOR TRENCH
SECTION
SHINGLE SPLICE
SECTION
6" MIN. EDGE OR
END OVERLAP
FLOW
TAMPED
NATIVE
SOIL
EROSION
CONTROL
BLANKET
SECTION
FASTENER
6" MAX. CTRS.
CHECK SLOT
FASTENER
6" MAX. CTRS.
FLOW
TAMPED
NATIVE
SOIL
6" MIN.
6" MIN.
6" MIN.
6" MIN.
6" MIN.
6" MIN.
SECTION
INITIAL ANCHOR
FASTENER
3' - 0" MAX. CTRS.
EROSION CONTROL
BLANKET
FASTENER
3' - 0" MAX. CTRS.
FASTENER
TYP.
BLANKET
ENDS
BLANKET
EDGES
6" MIN. END
OVERLAP
INITIAL ANCHOR(SEE SECTION)
ANCHOR TRENCH(SEE SECTION)
SHINGLE SPLICE(SEE SECTION)
6" MAX. CTRS.
TYP.
1' - 6" MAX.
CTRS. TYP.
î75(1&+
PERSPECTIVE VIEW
MATTING BLANKET PLACEMENT IN CHANNEL
N.T.S.
NOTES
1.START BLANKET AT TOP OF THE SWALE AND ROLL IN THE DIRECTION
OF THE WATER FLOW IN THE SWALE.
2. MORE THAN THE MINIMUM OF ONE FASTENER PER SQUARE YARD MAY
BE REQUIRED DUE TO CONDITIONS SUCH AS BLANKET COMPOSITION,
SOIL TYPE, SURFACE UNIFORMITY, AND FLOW VELOCITY.
3. ROLL ENDS MAY BE SPLICED IN A CHECK SLOT.
4. REFER TO MANUFACTURERS RECOMMENDATIONS FOR SPECIFICS ON
CHANNEL PLACEMENT AND STAPLE PATTERS.
CHECK SLOT(SEE SECTION)
3' - 0" MAX.
CTRS. TYP.
3" TOPSOIL
0'-6' CHANNEL
BOTTOM WIDTH
1
3
MAX 3:1
SLOPE
MAX 3:1
SLOPE
A MINUMUM OF 12" (3' HORIZONTAL) OF THE
CHANNEL SLOPE SHALL BE COVERED BY
BLANKET. REMAINDER OF CHANNEL SLOPE TO
BE PERMANENT SEEDED.
FINISH GRADE, SEEDED
AND STRAW MULCHED
FINISH GRADE, SEEDED
AND STRAW MULCHED
S-75 EROSION CONTROL BLANKET AS
MANUFACTURED BY NORTH AMERICAN
GREEN OR APPROVED EQUAL.
TREE PROTECTION
(TYP)
NOTE:
SEE SITE PLAN BY STOEPPELWERTH
& ASSOCIATES, JOB NO.78115 DATED
02/20/2017 FOR THE CURRENT SITE
PLAN FOR LOT 1
INV = 833.50
INV = 833.76
INV = 834.0
INV = 834.052 LF
O
F
6"
P
V
C
@
0.
5
0
%836BMP ESMT NO. 275' B.L.
20' D. & U.E.
30 LF of 18" RCP
24" END SECTION
INV = 833.75
143 LF OF 6" PVC @ 0.25%
INV = 831.50
INV = 831.85832 DWG:DATE:CHK:FB:FIELD WORK:PART OF THE SW QUARTER OFSECTION 3, TOWNSHIP 17 NORTH,RANGE 3 EASTCLAY TOWNSHIPHAMILTON COUNTY, INDIANA15-001
3BOF65/22/15FIELDBOOK5/15/15OFFICE:803 S. Ohio StreetSheridan, In. 46069Ph. 317-696-3594Fx: 317-758-5510Alt Fx: 317-773-7161JDHJDHŽƉLJƌŝŐŚƚΞďLJ:,Ăůů>ĂŶĚ^ƵƌǀĞLJŝŶŐ͕ϮϬϭϱPALMER MINOR SUBDIVISON
PART OF THE SW 1/4, SECTION 3, TOWNSHIP 17 NORTH, RANGE 3
EAST, CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA
PARCEL NO: 17-13-03-00-00-028.007
CONSTRUCTION PLANS
DETAILED GRADING PLAN LOT 1 (BY STOEPPELWERTH)
12"6"6" (MIN)
LOT 16
NOW OR FORMERLY
"EGAN"
17-13-03-00-03-009.000
ZONE:S-1
LOT 15
NOW OR FORMERLY
"KOORSEN"
17-13-03-00-03-011.000
ZONE:S-1
LOT 14
NOW OR FORMERLY
"JOHNSON"
17-13-03-00-03-012.000
ZONE:S-1
40' D. & U.E.
40' D. & U.E.15' D. & U.E.15' D. & U.E.20' D.S. & U.E.
75' B.L.
NOW OR FORMERLY
"KLAIN"
INST# 200300038806
17-13-03-00-00-028.113
ZONE:S-1
PAR
C
E
L I
$
&
5
(
6
PARC
E
L II
$
&
5
(
6
75' R.D.E.
THOMAS HUSSY DRAIN
75' R.D.E.
THOMAS HUSSY DRAIN
0.609
836.02
0.634
836.020.689836.0220' TREE PRESERVATION STRIP20' D. & U.E.
75' B.L.75' B.L.
20' D. & U.E.20' D. & U.E.152.37'208.88'224.29'39.74'
28.60'
22.73'
2 STORY
BRICK & FRAME HOUSE
W/ WALK OUT BASEMENT1 STORY BRICK &FRAME GARAGE2 STORY FRAME HOUSEAPPROXIMATE LIMIT OF 100YR FLOOD PLAIN PER
THE "THOMAS HUSSEY DRAIN HYDRAULIC
ANALYSIS" BY CHRISTOPHER BURKE ENGINEERING,
LTD AS A PART OF THE WILLIAMS CREEK MASTER
PLAN, DATED JUNE 2010 and A TOPOGRAPHIC
SURVEY BY JD HALL LAND SURVEYING, MAY 2015.
BASE FLOOD ELEVATION PER HYDRAULIC
ANALYSIS
APPROXIMATE LIMIT OF 100YR FLOOD PLAIN
PER THE "THOMAS HUSSEY DRAIN HYDRAULIC
ANALYSIS" BY CHRISTOPHER BURKE
ENGINEERING, LTD AS A PART OF THE WILLIAMS
1
: 63&
' 0 6
: 63&
' 0 6
( ' 1
:
' 6
:
6
3
&
'
0
6
(
'
6
( 63&
' 0
1
( '
6
:
'
P.O.B.
PARCEL I
100.00' (D & M)
P.O.B.
PARCEL II 1
: ' 1
( 63&
' 0 6
(
'
6
(
6
3
&
'
0
6
(
' 6
( 63&
S. LINE SW 1/4, SEC. 3-17-3
1616.14'
1716.14'
SW CORNER
SW 14, SEC. 3-T17N-R3E
HARRISON MARKER
FOUND ASPHALT DRIVEASPHALT DRIVECON
C
R
E
T
E
DRIV
E
5/8" IRON ROD FOUND
5" EAST OF BOUNDARY LINE
EXISTIN
G
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E
P
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D
106TH STREET
PARC
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1
7-
1
3-
0
3-
0
0-
0
0-
0
2
8.
0
0
7
PARC
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1
7-
1
3-
0
3-
0
0-
0
0-
0
2
8.
0
0
0
LOT 1
$&
77,864.9 SQ.FT.
LOT 2
$&
162,422.96 SQ.FT.40.00'40.00'30 LF of 18" RCP
24" END SECTION
24" END SECTION
SE CORNER
SW 14, SEC. 3-T17N-R3E
HARRISON MARKER
FOUND(NOT I
N
C
L
U
D
E
D)
20' D. & U.E.10' D. & U.E. 40.00'30' D. & U.E.
DAVID McLAUGHLIN
INST# 2013-65000
INV = 833.75
P.O.B. OF
SUBDIVISION
INV = 833.50
INV = 833.76
INV = 834.0
143 LF OF 6" PVC @ 0.25%
INV = 834.052 LF O
F
6
"
P
V
C
@
0
.
5
0
%
INV = 831.50
INV = 831.8583984
0
84
0
839
839
841
840
838
837836
832BMP ESMT NO. 2BMP ESMT NO. 2DWG:DATE:CHK:FB:FIELD WORK:PART OF THE SW QUARTER OFSECTION 3, TOWNSHIP 17 NORTH,RANGE 3 EASTCLAY TOWNSHIPHAMILTON COUNTY, INDIANA15-001
4OF65/22/15FIELDBOOK5/15/15OFFICE:803 S. Ohio StreetSheridan, In. 46069Ph. 317-696-3594Fx: 317-758-5510Alt Fx: 317-773-7161JDHJDHLEGEND
WATER METER
WOOD RAIL / PRIVACY FENCE
MAILBOX
UNDERGROUND GAS LINE
FM FM
CABLE TV PEDESTAL
FIRE HYDRANT
WATER VALVE
UNDERGROUND WATER LINE
SANITARY SEWER MANHOLE
TELEPHONE PEDESTAL
UNDERGROUND TELEPHONE LINE
UNDERGROUND FIBER OPTIC LINE
UTILITY POLE
GUY ANCHOR
BM / TBM
OVERHEAD UTILITIES ŽƉLJƌŝŐŚƚΞďLJ:,Ăůů>ĂŶĚ^ƵƌǀĞLJŝŶŐ͕ϮϬϭϱPALMER MINOR SUBDIVISON
PART OF THE SW 1/4, SECTION 3, TOWNSHIP 17 NORTH, RANGE 3
EAST, CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA
PARCEL NO: 17-13-03-00-00-028.007
CONSTRUCTION PLANS
SWPPP
SECTION NUMBER
100YR FLOOD ELEVATION FLOOD STUDY CROSS SECTION
= PROPOSED UNDERGROUND GAS LINE
= PROPOSED UNDERGROUND WATER LINE
= PROPOSED UNDERGROUND TELEPHONE LINE
= PROPOSED UNDERGROUND ELECTRIC
= TEMPORARY / PERMANENT SEEDING
= PERIMETER SILT FENCE
= CONSTRUCTION LIMIT
SF
PS
NOTES:
1) Install and maintain a stable construction site access at the location of the proposed drive.
2) Install and maintain an appropriate perimeter erosion and sediment control measures prior to land disturbance, ie
silt fence.
3) Minimize sediment discharge and tracking from the lot.
4) Clean-up sediment that is either tracked or washed onto roads. Bulk clearing of sediment shall not include flushing
the area with water. Cleared sediment must be redistributed or disposed of in a manner that is in compliance with all
applicable statutes and rules.
5) Adjacent lots disturbed by an individual lot operator must be repaired and stabilized with temporary or permanent
surface stabilization.
6) Self-monitoring program plan and procedures shall be followed all individual lot construction.
7) Additional erosion/sediment control measures may be required upon inspection by local planning authority.
8) A more detailed SWPPP tailored to specific lot design and grading requirements shall be submitted for approval by
the local planning authority.
9) Contractor to provide protection of the existing septic field. NO disturbances to be allowed over, on or within the
vicinity of septic field.
10) Tree protection to be provided around the evergreens and mature trees within the 20' tree preservation strip
during construction.
PS
= RIP-RAP
=TEMPORARY ROCK CHECK DAM
=EROSION CONTROL BLANKET LOCATION
(See sheet 3A for Erosion Control Blanket Detail)
TOP
SOIL SFSFSF
TOP
SOIL SFSFSF
=STOCKPILE LOCATION SFPS
PS
=SEEDING REQUIRED IN BMP DRY BASINS TO
CONSIST OF WATER-TOLERANT REED
CANARY GRASS, TALL FESCUE OR OTHER
APPROVED NATIVE SPECIES, IMMEDIATELY
UPON CONSTRUCTION AND PROTECTED
WITH EROSION CONTROL BLANKET.SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFNOTE:
SEE SITE PLAN BY STOEPPELWERTH
& ASSOCIATES, JOB NO.78115 DATED
02/20/2017 FOR THE CURRENT SITE
PLAN FOR LOT 1
=8' NATIVE FILTER STRIP
MEASURED FROM THE EAST
TOP OF BANK OF CREEK.
DWG:DATE:CHK:FB:FIELD WORK:PART OF THE SW QUARTER OFSECTION 3, TOWNSHIP 17 NORTH,RANGE 3 EASTCLAY TOWNSHIPHAMILTON COUNTY, INDIANA15-001
5OF6DATEFIELDBOOK FIELDDATESTORM WATER POLLUTION PREVENTION PLAN
OFFICE:803 S. Ohio StreetSheridan, In. 46069Ph. 317-696-3594Fx: 317-758-5510Alt Fx: 317-773-7161JDHJDHŽƉLJƌŝŐŚƚΞďLJ:,Ăůů>ĂŶĚ^ƵƌǀĞLJŝŶŐ͕ϮϬϭϱPART OF THE SW 1/4, SECTION 3, TOWNSHIP 17 NORTH, RANGE 3 EAST, CLAY TOWNSHIP,
HAMILTON COUNTY, INDIANA, PARCEL NO: 17-13-03-00-00-028.007
CONSTRUCTION PLANS
SOILS MAP
Practice 3.11-Temporary Seeding
Seed Species Rate/1000 s.f.Planting Depth Planting Dates
Wheat or Rye 4 lbs 1 to 1-1/2 inches 9/15 to 10/30
Spring Oats 3 lbs 1 inch 3/1 to 4/15
Annual Ryegrass 2 lbs 1/4 inch 3/1 to 5/1, 8/1 to 9/1
German Millet 1 lbs 1 to 2 inches 5/1 to 6/1
Sudangrass 1 lbs 1 to 2 inches 5/1 to 7/30
Installation and Maintenance Requirements:
a)Contractor shall roughen all disturbed surfaces by bulldozer cleats, disk, tiller, or other methods prior to seeding where vegetation will be established. Seed mixtures shall be
planted only during the optimum dates contained in the above table. Mulch (Practice 3.15) or other approved means shall be used outside of these dates until the following
year when seeding will be required.
b)All disturbed areas indicated with temporary seeding on the erosion control plan shall be seeded immediately after construction.
c)Apply 14 lbs. 12-12-12 fertilizer, or equivalent, per 1000 square feet or as recommended by soil test. Work fertilizer into soil 2 to 4 inches deep by disking or raking.
d)Seed lot areas that have been graded following street and drainage construction using an appropriate mixture for the time of year based on the above chart. Seed shall be
applied uniformly with a drill or culti-packer seeder or by broadcasting, and cover to the depth shown in the above chart. If drilling or broadcasting, seedbed shall be firmed
with a roller or culti-packer.
e)Organic mulching shall be required for temporarily seeded areas and shall be anchored by crimping or tackifying.
f)Perennial species may be used for temporary cover and is required for areas that will remain idle for more than one year.
g)Fall seeded wheat or rye shall be topdressed with nitrogen in February or March if nitrogen deficiency is apparent.
h)If heavy rains occur during grass establishment causing erosion and loss of seed, fertilizer, etc., the affected area shall be repaired and reseeded immediately.
Practice 3.12-Permanent Seeding
Permanent Seeding Requirements:
Seed Species and Mixture Rate Per Acre Optimum Soil pH
Lawns Areas and Swales
1 Bluegrass 140 lbs 5.5 to 7.0
2 Perennial Ryegrass (Turf-Type)60 lbs 5.6 to 7.0
Bluegrass 80 lbs
3 Tall Fescue (Turf-Type)150 lbs 5.6 to 7.5
Bluegrass 30 lbs
Installation and Maintenance Requirements:
a)Contractor shall roughen all disturbed surfaces by bulldozer cleats, disk, tiller, or other methods prior to seeding where vegetation will be established.
b)Topsoil shall be added to a depth needed for establishment of vegetation as described in Practice 3.02 before permanent seeding.
c)Lime shall be applied to the soil when the pH level is unsuitable for seeding at a rate of 30 lbs. per 1000 square feet or as recommended by soil test.
d)14 lbs. per 1000 square feet of 12-12-12 fertilizer, or equivalent, or as recommended by soil test. Work fertilizer into soil 2 to 4 inches deep by disking or raking.
e)Optimum seeding dates are March 1 through May 10 and August 10 through September 30. Perimeter seeding done between May 10 and August 10 may need to be
irrigated. As an alternative, use temporary seeding (Practice 3.11) until the preferred date for permanent seeding.
f)Seed shall be applied uniformly with a drill or cultipacker-seeder or by broadcasting, and cover to a depth of 1/4 to 1/2 inch. If drilling or broadcasting, seedbed shall be firmed
with a roller or cultipacker.
g)All permanently seeded areas shall be mulched and anchored by crimping or tackifying. If seeding is done with a hydroseeder, fertilizer and mulch can be applied with the
seed in a slurry mixture.
h)An oat or wheat companion or nurse crop may be used with any of the permanent seeding mixtures at the following rates: Spring Oats--1/4 to 3/4 bu./acre; Wheat--no more
than 1/2 bu./acre.
i)Additional seed species and mixtures that are commercially available may be used. Rates and mixtures shall be equivalent to those contained in the above chart.
j)If heavy rains occur during grass establishment causing erosion and loss of seed, fertilizer, etc., the affected area shall be reseeded immediately.
k)Sparse, bare, or damaged areas shall be refertilized, seeded, and mulched.
Practice 3.15-Mulching.
Mulching Requirements:
Material Rate per 1000 s.f.Comments
Straw 70 lbs Should be dry, unchopped,
and free of undesirable seeds
spread by hand or machine
must be crimped or anchored.
Wood Fiber or Cellulose 45 lbs Apply with hydromulcher and
Use with tacking agent
Long Fiber Wood (Excelsior)25 lbs Anchor in areas subject to wind
Anchoring Method Application Method
Mulch Anchoring Tool Crimp or punch straw into the soil 2-4 inches
Farm Disk Operate machinery on the contour of the slope
Cleating with Bulldozer Tracks Operate dozer up and down slope, not across, or
Else the tracks will form rills
Wood Hydromulch Fibers Apply 1-2 tons/acre using a hydromulcher at a
Rate of 750 lbs/acre with a tackifying agent.
Do not use in areas of concentrated flow.
Installation and Maintenance Requirements:
l)Mulch shall cover at least 75% of the soil surface and shall be anchored by one of the methods listed in the previous table. Hay, asphalt emulsion, synthetic tackifiers,
synthetic binders, synthetic soil stabilizers, and biodegradable netting are not permitted.
m)Mulch shall be inspected after storm events until vegetation is firmly established. If washout, breakage, or erosion occur, the surface shall be repaired,
reseeded, mulched, and anchored.
14 Digit Watershed Hydrologic Unit Code : 05120201090060
1.Name of all receiving waters : Williams Creek
2.Estimate of peak discharge for post construction conditions (10-year) : 6.38 CFS
Locations of specific points where stormwater discharge will leave the site. Culvert under 106th Street
3.Locations where stormwater may be directly discharged into groundwater, such as abandoned wells or sinkholes.
Swales and BMP basins
4.Soils map of the predominant soil types including:
a.Soil legend with descriptions of each soil type : See this page
b.Brief description of how the site has accommodated the existing soil limitations: The site is partially wooded with mature trees and
existing landscaping on a hilltop. Soils are "C" type in the areas of proposed construction. Perimeter silt fence will be installed to control runoff.
Tree Preservations areas will be protected.
7.Description of potential pollutant sources associated with the construction activities:
Potential pollutants include waste concrete, material and fuel storage areas, fueling locations, exposed soils, fluids associated with
operation and maintenance of construction equipment on the site, debris, waste, sealants, paint, adhesives, concrete washout, and
similar materials associated with the installation of the infrastructure, and fertilizer associated with landscaping.
8.Temporary and permanent stormwater quality measures:
a.Location - see sheets 4
b.Dimensions - see sheets 4
c.Detailed specifications - see sheet 5
d.Construction details - see sheet 6
e.Monitoring and maintenance guidelines - see sheet 5
9.General construction sequence
Preconstruction Planning:
1.This stormwater pollution prevention plan is applicable to the entire development and as such is made a part of these construction plans. Inasmuch as the
site may be developed at different times, the system must be flexible enough to permit different areas to be developed and still guarantee adequate
protection against soil erosion. It shall be the Contractor's responsibility to incorporate the stormwater pollution prevention practices contained in these
construction plans into the construction techniques and procedures. The Contractor shall ensure that this plan is available on-site as per 327 IAC 15-5 for
unannounced site inspection by the governing authority. A copy of the Notice of Intent shall also be posted at the entrance to the site by the Contractor.
Additional copies are available upon request.
2.Appropriate measures shall be taken by the Contractor to minimize or eliminate wastes or unused building materials, including but not limited to garbage,
debris, cleaning wastes, wastewater, and other substances from being carried from the site by runoff. Proper disposal or management of all wastes and
unused building materials, appropriate to the nature of the waste or material is required.
3.Existing vegetation shall be retained on the construction site wherever possible until the area must be disturbed for construction activities. A buffer strip of
existing vegetation (minimum of five feet wide) shall be maintained around the perimeter of the site whenever possible to reduce offsite erosion and
sedimentation.
4.Staged clearing and grading practices shall be used whenever possible to reduce the amount of disturbed area to the absolute minimum needed for
immediate construction activities.
5.When shown on the plans, diversions, perimeter dikes, and waterways shall be constructed to intercept considerable offsite runoff and divert it away from
bare and disturbed soil until structures to capture the offsite runoff are in place. Said diversions shall be protected against erosion with riprap, straw bale
dams, or other means. See appropriate specifications and details.
6.Stair-step grading and diversions shall be used when ground slopes exceed 3:1. Said diversions and slopes shall be protected against erosion by placing
riprap or erosion control blankets as may be shown on the plan. See riprap or erosion control blanket specifications and details.
7.Concerning seeding and fertilization, the Contractor shall seek the recommendation of the local Soil and Water Conservation District for this development as
the soils may vary in location and nutrient requirements depending upon the soil type, amount of shade, and type of seed. These recommendations shall be
evaluated by the Owner and/or his agent and, if believed to be reasonable, shall be executed as part of the construction.
8.The Contractor shall have a trained individual on staff and scheduled on a regular basis to ensure that stormwater pollution prevention measures are
inspected and maintained on a weekly basis and within 24 hours of 0.5-inch or greater rainfall event. A representative of the Owner shall be contacted and
shall be present during or immediately following each inspection. Damaged measures shall be repaired or replaced immediately. See the maintenance
requirements for each practice for more details. The Contractor shall be responsible for ensuring that the inspections are occurring and that an updated
maintenance log is maintained and kept on site. In the event of a request for such an inspection log by the local Soil and Water Conservation District or
other inspecting authority, the Contractor shall make the inspection log available within 48 hours. A maintenance checklist has been attached to the plans
for convenience.
9.Disturbed areas shall be limited to the area outlined on the erosion control plan. Areas outside the limits shall retain their vegetative cover and shall remain
undisturbed. The Contractor shall place temporary construction fence or make other appropriate plans to avoid such areas.
10.The Contractor shall be responsible for notifying the local Soil and Water Conservation District, IDEM and the County Offices or other appropriate
jurisdictions within 48 hours of the beginning of construction at the site.
11.No equipment shall be driven or earth disturbance shall occur outside the construction limits as designated on this plan.
12.Existing vegetation and cover shall be retained where possible on all areas outside the construction limits indicated on this plan. Leave a minimum 5-feet
vegetative buffer strip whenever possible around the perimeter of the site.
13.A construction staging area shall be established for equipment and vehicles as far from swales and drainage ways as possible. On-site location for
Owner/Operator/Contractor placement of approved plans, Notice of Intent letter, and self-monitoring documentation and local permit shall be established.
14.A temporary construction entrance shall be constructed at ALL construction access points to the site prior to the initial earth disturbance at the site.
Sediment being tracked from the site onto roadways shall be minimized. Roadways shall be kept clear of accumulated sediment by scraping or sweeping
only unless flushed water drains to a controlled location. Cleared sediment shall be returned to a controlled location.
15.Unvegetated or thinly vegetated areas that are scheduled or likely to be left inactive for 7 days or more shall be temporarily or permanently seeded or
otherwise stabilized as appropriate for the time of year unless such areas are routed through another appropriate and effective measure such as a sediment
basin.
16.In the event that concrete is to be used during construction, a concrete washout shall be constructed at an appropriate location such as a construction
entrance. Such washout location shall be located away from existing or proposed channels that carry or impound water.
17. Silt fence shall be placed as shown on the Stormwater Pollution Prevention Plan sheet prior to earth disturbance upstream from said fence. TREE
PROTECTION TO BE PLACED WITH PERIMETER SILT FENCE.
18.Temporary seeding shall occur on all areas disturbed by construction or other areas indicated once they are at rough grade waiting for final or landscape
grading to accept permanent seeding (see construciton Landscaping Plan).
Postconstruction Inspection by Owner and Contractor:
1.After the Contractor has terminated land-disturbing activities and has implemented stormwater pollution prevention measures, he shall be responsible for
scheduling an on-site walk-through with the Owner of the property to review the stormwater pollution prevention measures to ensure that adequate protection
is in place to the satisfaction of the Owner. The Contractor shall also be responsible for removing temporary sediment control practices once permanent
measures are in place and effective. Coordination for the removal of such temporary measures should be discussed at the walk-through with the Owner.
10.Location of proposed soil stockpiles, borrow, and/or disposal areas
See sheet 4
11.Temporary and Permanent surface stabilization methods appropriate for each season
See seeding mix information this page
12.Erosion and sediment control specifications for individual building lots
Detailed, lot specific erosion control measures will be address with each individual Site Plan.
13.Material handling, storage, and spill prevention plan
See Material handling section this page.
14.Contact information for the trained individual responsible for stormwater pollution prevention for the project site
a.Name
b.Address
c.Telephone number
d.E-mail address
e.List of qualifications
SWPPP for Post-Construction:
15.Description of potential pollutant sources associated with the proposed land use.
See information on right side of this page.
16.Post-construction stormwater quality measures: 2 DRY BASINS & FILTER STRIP ALONG CREEK BANK
a.Location - See sheets 3 & 4
b.Dimensions - See sheets 3 & 4
c.Sizing calculations - See report
d.Detailed specifications - See sheet 3
e.Construction details - See sheets 3
17.Sequence describing stormwater quality measure implementation
Primary WQ items (French drain & Pervious Drive) will be constructed prior to home construction. Development & Lot runoff protection will be
maintained during entire construction schedule.
18.Stormwater quality measures to be implemented to prevent or minimize adverse impacts to stream and riparian habitats
Infiltration trenches (French Drain & Pervious Drive).
19.An operation and maintenance manual for all post-construction stormwater quality measures:
A separate O & M manual will be provided.
MATERIAL HANDLING AND SPILL PREVENTION PLAN
The Contractor shall provide a stone surface material staging area. The Contractor shall be required to manage his wastes such that wastes are disposed of
properly away from the site. Littering, burying of trash and waste materials, and rinsing of waste receptacles on the site are prohibited.
In general, repair of equipment and use of liquids and fuels shall be avoided when possible on the site. When used on-site, all liquid material shall be stored in
a weather-proof, vandalism resistant enclosure or removed from the site during non-work hours. An on-site fueling area shall be designated as far away as
possible from existing or proposed drainage channels and inlet structures so that spills can be contained and be kept away from areas that drain to adjacent
waterways. If more than 200 gallons of fuel is stored on-site, appropriate temporary containment facilities shall be placed to prevent migration of spills. All
materials shall be handled, applied, and disposed of in strict accordance with these plans and with manufacturer's recommendations.
Spills on pavement or impervious surfaces shall generally be cleaned up using absorbent materials such as cat littler and/or rags to contain its spread. Spills
on dirt areas shall be contained using an earthen berm or dike followed by digging up and properly disposing the contaminated soil. Spills during rain shall be
covered with tarp or other material to prevent contaminating runoff.
Material handeling and storage associated with construction activities shall meet the spill prevention and spill response requirements in 327 IAC 2-6.1.
Any accidents and spills shall be immediately reported to City of Carmel engineering Department (317-571-2441). In the case of large or hazardous
spills, notify the local emergency response at 911 and Indiana Department of Environmental Management Spill Response at 888-233-7745.
POTENTIAL POLLUTION SOURCES FROM PROPOSED LAND USE
Potential pollutants include oils, hydrocarbons, and metals associated with vehicular activity, litter, and salts.
SEQUENCE OF CONSTRUCTION AND STORMWATER POLLUTION PREVENTION MEASURES
1.Contractor shall FIRST construct perimeter swales and install permanent seeding and erosion control blankets.
2.Install silt fencing per this plan.
3.Install / construct entry with required culvert and check dam.
4.Construct BMP's per this plan
5.Inspect and maintain stormwater pollution prevention measures as detailed in Item B2 and in these plans continuing until vegetation has been
established and construction activity is complete to help prevent sediment and pollutants from entering storm sewers and the existing or proposed
ponds or drainageways.
6.After acceptance of the project following the on-site walk-through with the site Contractor detailed in Item B2 above, inspection and maintenance of all
common areas and infrastucture improvements shall be the responsibility of the Owner or his designee.
Post-construction stormwater measures include reducing or eliminating surface runoff and controlling sources of pollutants and includes the following items:
a) Swales w/ under drains.
b) Reducing direct runoff from impervious surfaces into storm sewers and streets whenever possible and directing it to vegetated swales.
c) Vegetated strips and swales.
d) Conservation of existing natural wooded areas whenever possible.
e) Permanent seeding and planting of trees to reduce effect of new or existing impervious surface.
f) Outlet protection and dissipation measures.
g) Inspection, maintenance, repair, and/or cleaning of parking lot, storm inlets, vegetation, swales, or other stormwater quality measures by the Owner.
DETAILS AND MAINTENANCE OF POST-CONSTRUCTION STORMWATER QUALITY MEASURES
Vegetated Area Inspection and Maintenance: Any vegetated areas owned or under the control of the Owner shall be inspected during regular lawn care
activities. Any bare or thinly vegetated areas shall be seeded or otherwise cared for to reestablish vegetation in such areas.
DETAILS AND MAINTENANCE OF STORMWATER POLLUTION PREVENTION MEASURES DURING CONSTRUCTION
Practice 3.01-Temporary Gravel Entrance/Exit. Place six-inches minimum depth of 2-3 inch washed stone (INDOT CA No.2) with geotextile fabric
underlayment. Area to be covered is as shown on the erosion control plan. Culverts shall be placed under the pad as necessary to maintain roadside
drainage.
Maintenance Requirements: Contractor shall inspect the entrance weekly and after storm events. Entrance shall be reshaped as necessary for drainage and
runoff control. Topdress entrance with clean stone as needed. Sediment tracked onto roads shall be removed immediately by brushing or sweeping. Any
damage to the pavement shall be immediately repaired.
Practice 3.02-Topsoil (Salvage and Utilization). Contractor shall stockpile suitable topsoil material to be used for final lot grading. Stockpiles shall be protected against erosion by
placing silt fence or straw bale barriers on downstream side of pile. Stockpiles used for more than six months shall be temporarily seeded, covered with a tarp, or surrounded by a
sediment barrier (silt fence or straw bales). Before reapplying topsoil, subsoil shall be graded and roughened by disking to a depth of 3-4 inches.
Maintenance Requirements: Contractor shall inspect newly topsoiled areas on a weekly basis until vegetation is established. Eroded areas shall be repaired and revegetated
immediately.
Practice 3.03-Surface Roughening. All areas that are to be stabilized with vegetation shall be roughened by bulldozer cleats, disk, tiller, or other methods. All graded areas that
are not stabilized immediately shall also be roughened.
DWG:DATE:CHK:FB:FIELD WORK:PART OF THE SW QUARTER OFSECTION 3, TOWNSHIP 17 NORTH,RANGE 3 EASTCLAY TOWNSHIPHAMILTON COUNTY, INDIANA15-001
6OF6DATEFIELDBOOK FIELDDATESTORM WATER POLLUTION PREVENTION PLAN
Purpose
To provide ingress/egress to a construction site and minimize tracking of mud
and sediment onto public roadways.
Dimensions
Width - 20 feet minimum or full width of entrance/exit roadway, whichever
is greater.
Length - 150 feet minimum (length can be shorter for small sites).
Thickness - eight inches minimum.
Installation
1. Remove all vegetation and other objectionable material from the foundation
area.
2. Grade foundation and crown for positive drainage. If the slope of the
construction entrance is toward a public road and exceeds two percent, construct
an eight inch high diversion ridge with a ratio of 3-to-1 side slopes
across the foundation area about 15 feet from the entrance to divert runoff
away from the road (see Temporary Construction Ingress/Egress Pad Cross-
Section View Worksheet).
3. Install a culvert pipe under the pad if needed to maintain proper public road
drainage.
4. If wet conditions are anticipated, place geotextile fabric on the graded
foundation to improve stability.
5. Place aggregate (INDOT CA No. 2) to the dimensions and grade shown in
the construction plans, leaving the surface smooth and sloped for drainage.
6. Where possible, divert all storm water runoff and drainage from the
ingress/egress pad to a sediment trap or basin.
Materials
One to two and one-half inch diameter washed aggregate [Indiana Department
of Transportation Course Aggregate No. 2 (see Appendix D)].
Geotextile fabric underlayment (see Appendix C) (used as a separation layer
to prevent intermixing of aggregate and the underlying soil material and to
provide greater bearing strength when encountering wet conditions or soils
with a seasonal high water table limitation).
Maintenance
Inspect daily.
Reshape pad as needed for drainage and runoff control.
Top dress with clean aggregate as needed.
Immediately remove mud and sediment tracked or washed onto public roads.
Flushing should only be used if the water can be conveyed into a sediment
trap or basin.
Purpose
To provide vegetative cover where permanent seeding is not desirable or
practical.
To reduce erosion and sedimentation damage by stabilizing disturbed areas.
To reduce problems associated with mud or dust from unvegetated soil
surfaces during construction.
To reduce sediment-laden storm water runoff from being transported to
downstream areas.
To improve visual aesthetics of construction areas.
Specifications - Seedbed Preparation
Grade and apply soil amendments.
Seeding Frequency
Seed rough graded areas daily while soil is still loose and moist.
Density of Vegetative Cover
Eighty percent or greater over the soil surface.
Table 1. Temporary Seeding Specifications
Seed Species1 Rate per Acre Planting Depth Optimum Dates2
Wheat or Rye 150 lbs. WRòLQFKHV Sept. 15 - Oct. 30
Spring Oats 100 lbs. 1 inch March 1 - April 15
Annual Ryegrass 40 lbs. óLQFK March 1 - May 1 Aug. 1 - Sept. 1
German Millet 40 lbs. 1 to 2 inches May 1 - June 1
Sudangrass 35 lbs. 1 to 2 inches May 1 - July 30
Buckwheat 60 lbs. 1 to 2 inches April 15 - June 1
Corn (broadcast) 300 lbs. 1 to 2 inches May 11 - Aug. 10
Sorghum 35 lbs. 1 to 2 inches May 1 - July 15
1 Perennial species may be used as a temporary cover, especially if the area to be
seeded will remain idle for more than one year (see Permanent Seeding on page
35).
2 Seeding done outside the optimum seeding dates increases the chances of seeding
failure. Dates may be extended or shortened based on the location of the project
site within the state.
Notes:
Mulch alone is an acceptable temporary cover and may be used in lieu of temporary
seeding, provided that it is appropriately anchored.
A high potential for fertilizer, seed, and mulch to wash exists on steep banks, cuts,
and in channels and areas of concentrated flow.
Materials
Soil Amendments - Select materials and rates as determined by a soil test
(contact your county soil and water conservation district or cooperative extension
office for assistance and soil information, including available soil testing
services) or 400 to 600 pounds of 12-12-12 analysis fertilizer, or equivalent.
Consider the use of reduced phosphorus application where soil tests indicate
adequate phosphorous levels in the soil profile.
Seed - Select appropriate plant species seed or seed mixtures on the basis of
quick germination, growth, and time of year to be seeded (see Table 1).
Mulch -
Straw, hay, wood fiber, etc. (to protect seedbed, retain moisture, and
encourage plant growth).
Anchored to prevent removal by wind or water or covered with
manufactured erosion control blankets.
TEMPORARY SEEDING
Seedbed Preparation
1. Test soil to determine pH and nutrient levels.
2. Apply soil amendments as recommended by the soil test. If testing is not
done, apply 400 to 600 pounds per acre of 12-12-12 analysis fertilizer, or
equivalent.
3. Work the soil amendments into the upper two to four inches of the soil with
a disk or rake operated across the slope.
Seeding
1. Select a seed species or an appropriate seed mixture and application rate
from Table 1.
2. Apply seed uniformly with a drill or cultipacker seeder or by broadcasting.
Plant or cover seed to the depth shown in Table 1.
3. Inspect within 24 hours of each rain event and at least once every seven
calendar days.
4. Check for erosion or movement of mulch and repair immediately.
5. Monitor for erosion damage and adequate cover (80 percent density); reseed,
fertilize, and apply mulch where necessary.
6. If nitrogen deficiency is apparent, top-dress fall seeded wheat or rye seeding
with 50 pounds per acre of nitrogen in February or March.
Application Notes:
1. If drilling or broadcasting the seed, ensure good seed-to-soil contact
by firming the seedbed with a roller or cultipacker after completing
seeding operations.
2. Daily seeding when the soil is moist is usually most effective.
3. If seeding is done with a hydroseeder, fertilizer and mulch can be
applied with the seed in a slurry mixture.
4. Apply mulch and anchor it in place.
PERMANENT SEEDING
Purpose
To provide permanent vegetative cover and improve visual aesthetics of a
project site.
To reduce erosion and sedimentation damage by stabilizing disturbed areas.
To reduce problems associated with mud or dust from unvegetated soil
surfaces.
To reduce sediment-laden storm water runoff from being transported to
downstream areas.
Seedbed Preparation
Grade and apply soil amendments.
Seeding Frequency
Seed final graded areas daily while soil is still loose and moist.
Density of Vegetative Cover
Ninety percent or greater over the soil surface.
Materials
Soil Amendments - Select materials and rates as determined by a soil test
(contact your county soil and water conservation district or cooperative extension
office for assistance and soil information, including available soil
testing services) or 400 to 600 pounds of 12-12-12 analysis fertilizer, or
equivalent. Consider the use of reduced phosphorus application where soil
tests indicate adequate phosphorous levels in the soil profile.
Seed - Select an appropriate plant species seed or seed mixture on the
basis of soil type, soil pH, region of the state, time of year, and intended land
use of the area to be seeded (see Table 1).
Mulch -
Straw, hay, wood fiber, etc. (to protect seedbed, retain moisture, and
encourage plant growth).
Anchored to prevent removal by wind or water or covered with
premanufactured erosion control blankets.
Site Preparation
1. Grade the site to achieve positive drainage.
2. Add topsoil or compost mulch to achieve needed depth for establishment of
vegetation. (Compost material may be added to improve soil moisture holding
capacity, soil friability, and nutrient availability.)
Seedbed Preparation
1. Test soil to determine pH and nutrient levels.
2. Apply soil amendments as recommended by the soil test and work into the
upper two to four inches of soil. If testing is not done, apply 400 to 600
pounds per acre of 12-12-12 analysis fertilizer, or equivalent.
3. Till the soil to obtain a uniform seedbed. Use a disk or rake, operated across
the slope, to work the soil amendments into the upper two to four inches of
the soil.
Seeding
Optimum seeding dates are March 1 to May 10 and August 10 to September 30.
Permanent seeding done between May 10 and August 10 may need to be irrigated.
Seeding outside or beyond optimum seeding dates is still possible with the
understanding that reseeding or overseeding may be required if adequate surface
cover is not achieved. Reseeding or overseeding can be easily accomplished if
the soil surface remains well protected with mulch.
1. Select a seeding mixture and rate from Table 1. Select seed mixture based on
site conditions, soil pH, intended land use, and expected level of maintenance.
2. Apply seed uniformly with a drill or cultipacker seeder (see Figure 1) or by
broadcasting (see Figure 2). Plant or cover the seed to a depth of one-fourth
to one-half inch. If drilling or broadcasting the seed, ensure good seed-to-soil
contact by firming the seedbed with a roller or cultipacker after completing
seeding operations. (If seeding is done with a hydroseeder (see Figure 3),
fertilizer and mulch can be applied with the seed in a slurry mixture.)
3. Mulch all seeded areas and use appropriate methods to anchor the mulch in place.
Consider using erosion control blankets on sloping areas and conveyance channels.
Maintenance
Inspect within 24 hours of each rain event and at least once every seven
calendar days until the vegetation is successfully established.
Characteristics of a successful stand include vigorous dark green or bluishgreen
seedlings with a uniform vegetative cover density of 90 percent or more.
Check for erosion or movement of mulch.
Repair damaged, bare, gullied, or sparsely vegetated areas and then fertilize,
reseed, and apply and anchor mulch.
If plant cover is sparse or patchy, evaluate the plant materials chosen, soil
fertility, moisture condition, and mulch application; repair affected areas
either by overseeding or preparing a new seedbed and reseeding. Apply
and anchor mulch on the newly seeded areas.
If vegetation fails to grow, consider soil testing to determine soil pH or
nutrient deficiency problems. (Contact your soil and water conservation
district or cooperative extension office for assistance.)
If additional fertilization is needed to get a satisfactory stand, do so according
to soil test recommendations.
Add fertilizer the following growing season. Fertilize according to soil test
recommendations.
Fertilize turf areas annually. Apply fertilizer in a split application. For
cool-season grasses, apply one-half of the fertilizer in late spring and onehalf
in early fall. For warm-season grasses, apply one-third in early spring,
one-third in late spring, and the remaining one-third in middle summer.
PERMANENT SEEDING
This table provides several seed mixture options. Additional seed mixtures are
available commercially. When selecting a mixture, consider intended land use
and site conditions, including soil properties (e.g., soil pH and drainage), slope
aspect, and the tolerance of each species to shade and drought.
Seed Mixtures Rate per Acre Optimum Soil pH
Pure Live Seed
1. Perennial ryegrass 70 lbs.
- white clover1 2 lbs. 5.6 to 7.0
2. Perennial ryegrass 70 lbs.
- tall fescue2 50 lbs. 5.6 to 7.0
3. Tall fescue2 70 lbs.
- white clover1 2 lbs. 5.5 to 7.5
Seed Mixtures Rate per Acre Optimum Soil pH
Pure Live Seed
1. Smooth brome grass 35 lbs.
- red clover1 20 lbs. 5.5 to 7.0
2. Tall fescue2 50 lbs.
- white clover1 2 lbs. 5.5 to 7.5
3. Tall fescue2 50 lbs
- red clover1 20 lbs. 5.5 to 7.5
4. Orchard grass 30 lbs.
- red clover1 20 lbs. 5.6 to 7.0
- white clover1 2 lbs.
5. Crownvetch1 12 lbs.
- tall fescue2 30 lbs. 5.6 to 7.0
Seed Mixtures Rate per Acre Optimum Soil pH
Pure Live Seed
1. Bluegrass 140 lbs. 5.5 to 7.0
2. Perennial ryegrass 60 lbs.
(turf type)90 lbs. 5.6 to 7.0
3. Tall fescue (turf type)2 170 lbs.
- bluegrass 30 lbs. 5.6 to 7.5
Seed Mixtures Rate per Acre Optimum Soil pH
Pure Live Seed
1. Perennial ryegrass 150 lbs.
- white1 2 lbs. 5.5 to 7.0
2. Kentucky bluegrass 20 lbs.
- smooth bromegrass 10 lbs.
- switchgrass 3 lbs. 5.5 to 7.5
- timothy 4 lbs.
- perennial ryegrass 10 lbs.
- white clover 2 2 lbs.
3. Tall fescue1 150 lbs.
- white clover 2 2 lbs. 5.5 to 7.5
4. Tall fescue2 150 lbs.
- perennial ryegrass 20 lbs. 5.5 to 7.5
- Kentucky bluegrass 20 lbs.
1 For best results: (a) legume seed should be inoculated; (b) seeding
mixtures containing legumes should preferably be spring-seeded,
although the grass may be fall-seeded and the legume frost-seeded; and
(c) if legumes are fall-seeded, do so in early fall.
2 Tall fescue provides little cover for, and may be toxic to some species
of wildlife. The Indiana Department of Natural Resources recognizes
the need for additional research on alternatives such as buffalograss,
orchardgrass, smooth bromegrass, and switchgrass. This research, in
conjunction with demonstration areas, should focus on erosion control
characteristics, wildlife toxicity, turf durability, and drought resistance.
Notes:
1. An oat or wheat companion or nurse crop may be used with any of
the above permanent seeding mixtures, at the following rates:
(a) spring oats - one-fourth to three-fourths bushel per acre
(b) wheat - no more than one-half bushel per acre
2. A high potential for fertilizer, seed, and mulch to wash exists on
steep banks, cuts, and in channels and areas of concentrated flow.
Purpose
To trap sediment from small, disturbed areas by reducing the velocity of sheet
flow. Silt fences capture sediment by ponding water to allow deposition, not by
filtration.
Note: Silt fence is not recommended for use as a diversion and should not
be used across a stream, channel, ditch, swale, or anywhere that
concentrated flow is anticipated.
Drainage Area
Limited to one-quarter acre per 100 linear feet of fence.
Further restricted by slope steepness (see Table 1).
Effective Life
Six months (maximum).
Location
Installed parallel to the slope contour.
Minimum of 10 feet beyond the toe of the slope to provide a broad, shallow
sediment pool.
Accessible for maintenance (removal of sediment and silt fence repair).
Specifications
Spacing
Table 1. Slope Steepness Restrictions
Percent Slope Maximum Distance
< 2% < 50:1 100 feet
2% - 5% 50:1 to 20:1 75 feet
5% - 10%(1) 20:1 to 10:1 50 feet
10% - 20%(1) 10:1 to 5:1 25 feet
> 20%(1) > 5:1 15 feet
1 Consider other alternatives.
Note: Multiple rows of silt fence are not recommended on the same slope.
Trench
Depth - eight inches minimum.
Width - four inches minimum.
After installing fence, backfill with soil material and compact (to bury and
anchor the lower portion of the fence fabric).
Note: An alternative to trenching is to use mechanical equipment to plow
in the silt fence.
Materials and Silt Fence Specifications
Fabric - woven or non-woven geotextile fabric meeting specified minimums
outlined in Table 2.
Table 2. Geotextile Fabric Specifications for Silt Fence (minimum)
Physical Property Woven Non-Woven
Geotextile Fabric Geotextile Fabric
Filtering efficiency 85% 85%
Textile strength at
20% elongation
Standard strength 30 lbs. per linear inch 50 lbs. per linear inch
Extra strength 50 lbs. per linear inch 70 lbs. per linear inch
Slurry flow rate 0.3 gal./min./square feet 4.5 gal./min./square feet
Water flow rate 15 gal./min./square feet 220 gal./min./square feet
UV resistance 70% 85%
Post spacing 7 feet 5 feet
Note: Silt fences can be purchased commercially.
Height - a minimum of 18 inches above ground level (30 inches maximum).
Reinforcement - fabric securely fastened to posts with wood lathe.
Support Posts-
2 x 2 inch hardwood posts. Steel fence posts may be substituted for
hardwood posts (steel posts should have projections for fastening fabric).
Spacing-
Eight feet maximum if fence is supported by wire mesh fencing.
Six feet maximum for extra-strength fabric without wire backing.
Installation
Prefabricated silt fence
1. Lay out the location of the fence so that it is parallel to the contour of the
slope and at least 10 feet beyond the toe of the slope to provide a sediment
storage area. Turn the ends of the fence up slope such that the point of contact
between the ground and the bottom of the fence end terminates at a
higher elevation than the top of the fence at its lowest point (see Exhibit 1).
2. Excavate an eight-inch deep by four-inch wide trench along the entire length
of the fence line (see Exhibit 2). Installation by plowing is also acceptable.
3. Install the silt fence with the filter fabric located on the up-slope side of the
excavated trench and the support posts on the down-slope side of the trench.
4. Drive the support posts at least 18 inches into the ground, tightly stretching
the fabric between the posts as each is driven into the soil. A minimum of 12
inches of the filter fabric should extend into the trench. (If it is necessary to
join the ends of two fences, use the wrap joint method shown in Exhibit 3.)
5. Lay the lower four inches of filter fabric on the bottom of the trench and
extend it toward the up-slope side of the trench.
6. Backfill the trench with soil material and compact it in place.
Note: If the silt fence is being constructed on-site, attach the filter
fabric to the support posts (refer to Tables 1 and 2 for spacing
and geotextile specifications) and attach wooden lathe to secure
the fabric to the posts. Allow for at least 12 inches of fabric
below ground level. Complete the silt fence installation, following
steps 1 through 6 above.
Maintenance
Inspect within 24 hours of a rain event and at least once every seven calendar
days.
If fence fabric tears, starts to decompose, or in any way becomes ineffective,
replace the affected portion immediately.
Note: All repairs should meet specifications as outlined within this measure.
Remove deposited sediment when it is causing the filter fabric to bulge or
when it reaches one-half the height of the fence at its lowest point. When
contributing drainage area has been stabilized, remove the fence and sediment
deposits, grade the site to blend with the surrounding area, and
stabilize.OFFICE:803 S. Ohio StreetSheridan, In. 46069Ph. 317-696-3594Fx: 317-758-5510Alt Fx: 317-773-7161JDHJDHŽƉLJƌŝŐŚƚΞďLJ:,Ăůů>ĂŶĚ^ƵƌǀĞLJŝŶŐ͕ϮϬϭϱPurpose
To reduce erosion in a drainage channel by slowing velocity of flow. (Check dams are commonly
used (a) in channels that are eroding, but where permanent stabilization is impractical due to their
short period of usefulness, and (b) in eroding channels where construction delays or weather
conditions prevent timely installation of erosion-resistant linings.)
To reduce flow velocities in a drainage channel.
Note: Do not use check dams in perennial streams.
Specifications
Contributing Drainage Area
Two acres maximum.
Riprap Check Dam
Dam height.
Two feet maximum.
Center of the dam at least nine inches lower than the points of contact between the uppermost
points of the riprap dam and channel banks.
Side slope - ratio of 2:1 or flatter.
Spacing - toe of the upstream dam at same elevation as overflow weir of the downstream dam.
Overflow Areas
Stabilized to reduce scour/erosion along sides and below the dam.
Filter Medium
Placed on up-slope side of dam.
Height - to base of overflow weir notch.
Materials
Geotextile fabric (8 ounce or heavier; nonwoven).
Indiana Department of Transportation Revetment riprap (see Appendix D) for dam.
INDOT CA No. 5 aggregate (see Appendix D) for use as filter medium (Aggregate must be
well-graded).
Note: INDOT CA No. 8 aggregate is acceptable if No. 5 aggregate is not available. The use of
No. 8 aggregate may result in more frequent overtopping of the structure and will increase
the frequency of structure maintenance.
Installation
1. Lay out the location of the check dam.
2. Excavate a cutoff trench into the channel bottom and ditch banks, extending it a minimum of 18
inches beyond the top of the ditch bank.
3. Install and anchor filter fabric in the channel and cutoff trench.
4. Place riprap in the cutoff trench and channel to the lines and dimensions shown in the
construction plans. The center of each dam must be at least nine inches lower than the uppermost
points of contact between the riprap dam and channel banks.
5. Extend the riprap at least 18 inches beyond the top of the channel banks to keep overflow water
from eroding areas adjacent to the channel banks before it re-enters the channel.
6. Place filter medium (INDOT CA No. 5 aggregate) on the up-slope side of the dam. Place filter
medium over the entire face of the dam up to the base of the overflow weir notch.
7. Stabilize the channel above the uppermost dam.
8. Install an erosion-resistant lining in the channel below the lowermost dam. The lining should
extend a minimum distance of six feet below the dam.
9. Additional sediment storage can be provided by excavating a small sediment trap on the
upstream side of the check dam.
Maintenance
Inspect within 24 hours of each rain event and at least once every seven calendar days.
If significant erosion occurs between dams, install an erosion-resistant liner in that portion of the
channel.
Remove accumulated sediment when it reaches one-half the height of the dam to maintain
channel capacity, allow drainage through the dam, and prevent large flow from displacing
sediment.
Add riprap and aggregate as needed to maintain design height and cross section of the dams.
When dams are no longer needed, remove the riprap and aggregate and stabilize the channel,
using an erosion-resistant lining if necessary. (Riprap and aggregate from the dam may be
removed or utilized to stabilize the channel.)
PART OF THE SW 1/4, SECTION 3, TOWNSHIP 17 NORTH, RANGE 3
EAST, CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA
PARCEL NO: 17-13-03-00-00-028.007
CONSTRUCTION PLANS
NOW OR FORMERLY
"EGAN"
17-13-03-00-03-009.000
ZONE:S-1
LOT 15
NOW OR FORMERLY
"KOORSEN"
17-13-03-00-03-011.000
ZONE:S-140' D. & U.E.
40' D. & U.E.15' D. & U.E.15' D. & U.E.20' D.S. & U.E.
75' B.L.
NOW OR FORMERLY
"KLAIN"
INST# 200300038806
17-13-03-00-00-028.113
ZONE:S-1
PAR
C
E
L I
$
&
5
(
6
PAR
C
E
L II
$
&
5
(
6
75' R.D.E.
THOMAS HUSSY DRAIN
75' R.D.E.
THOMAS HUSSY DRAIN
0.609
836.02
0.634
836.020.689836.0220' TREE PRESERVATION STRIP20' D. & U.E.
75' B.L.75' B.L.
20' D. & U.E.20' D. & U.E.152.37'208.88'224.29'39.74'
28.60'
22.73'
2 STORY
BRICK & FRAME HOUSE
W/ WALK OUT BASEMENT1 STORY BRICK &FRAME GARAGE2 STORY FRAME HOUSEAPPROXIMATE LIMIT OF 100YR FLOOD PLAIN PER
THE "THOMAS HUSSEY DRAIN HYDRAULIC
ANALYSIS" BY CHRISTOPHER BURKE ENGINEERING,
LTD AS A PART OF THE WILLIAMS CREEK MASTER
PLAN, DATED JUNE 2010 and A TOPOGRAPHIC
SURVEY BY JD HALL LAND SURVEYING, MAY 2015.
BASE FLOOD ELEVATION PER HYDRAULIC
ANALYSIS
1
: 63&
' 0 6
: 63&
' 0 6
( ' 1
:
' 6
:
6
3
&
'
0
6
(
'
6
( 63&
' 0
1
( '
6
:
'
P.O.B.
PARCEL I
100.00' (D & M)
P.O.B.
PARCEL II 1
: ' 1
( 63&
' 0 6
(
'
6
(
6
3
&
'
0
6
(
' 6
( 63&
S. LINE SW 1/4, SEC. 3-17-3
1616.14'
1716.14'
SW CORNER
SW 1
4, SEC. 3-T17N-R3E
HARRISON MARKER
FOUND ASPHALT DRIVEASPHALT DRIVECON
C
R
E
T
E
DRIV
E
5/8" IRON ROD FOUND
5" EAST OF BOUNDARY LINE
EXISTIN
G
S
E
P
T
I
C
F
I
E
L
D
106TH STREET
PAR
C
E
L
N
O:
1
7-
1
3-
0
3-
0
0-
0
0-
0
2
8.
0
0
7
PAR
C
E
L
N
O:
1
7-
1
3-
0
3-
0
0-
0
0-
0
2
8.
0
0
0
LOT 1
$&
77,864.9 SQ.FT.
LOT 2
$&
162,422.96 SQ.FT.40.00'40.00'30 LF of 18" RCP
24" END SECTION
24" END SECTION
SE CORNER
SW 1
4, SEC. 3-T17N-R3E
HARRISON MARKER
FOUND(NOT I
N
C
L
U
D
E
D)
20' D. & U.E.10' D. & U.E. 40.00'30' D. & U.E.FMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM FM FM FM FM
FMFMFM
INV = 833.75
P.O.B. OF
SUBDIVISION
INV = 833.50
INV = 833.76
INV = 834.0
143 LF OF 6" PVC @ 0.25%
INV = 834.052 LF
O
F
6
"
P
V
C
@
0.
5
0
%
INV = 831.50
INV = 831.85839840
84
0
839
839
841
840
838
837836
832BMP ESMT NO. 2BMP ESMT NO. 2DWG:DATE:CHK:FB:FIELD WORK:PART OF THE SW QUARTER OFSECTION 3, TOWNSHIP 17 NORTH,RANGE 3 EASTCLAY TOWNSHIPHAMILTON COUNTY, INDIANA15-001
BMP5/22/15FIELDBOOK5/15/15OFFICE:803 S. Ohio StreetSheridan, In. 46069Ph. 317-696-3594Fx: 317-758-5510Alt Fx: 317-773-7161JDHJDHŽƉLJƌŝŐŚƚΞďLJ:,Ăůů>ĂŶĚ^ƵƌǀĞLJŝŶŐ͕ϮϬϭϱPALMER MINOR SUBDIVISON
PART OF THE SW 1/4, SECTION 3, TOWNSHIP 17 NORTH, RANGE 3
EAST, CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA
PARCEL NO: 17-13-03-00-00-028.007
BMP EXHIBIT
NOTE:
AREA OF EXISTING VEGETATION ACTS AS "VEGETATED FILTER
STRIP" BEING AN 8 FOOT STRIP OF LAND MEASURED FROM THE
EAST TOP OF BANK OF THE CREEK.
TWO (2) DRY BASINS LOCATED AT THE END OF PROPOSED
SWALES ARE PROVIDED FOR ADDITIONAL WATER QUALITY.
ANTICIPATED AMOUNT OF DISTURBANCE IS 1 ACRE +/-.
CITY OF CARMEL INSPECTORS MAY REQUIRE ADDITIONAL
MEASURES TO BE IMPLEMENTED DURING CONSTRUCTION.
NOTE:
SEE SITE PLAN BY STOEPPELWERTH
& ASSOCIATES, JOB NO.78115 DATED
02/20/2017 FOR THE CURRENT SITE
PLAN FOR LOT 1
NOW OR FORMERLY
17-13-03-00-03-009.000
ZONE:
LOT 15
NOW OR FORMERLY
"KOORSEN"
17-13-03-00-03-011.000
ZONE:S-140' D. & U.E.
40' D. & U.E.15' D. & U.E.15' D. & U.E.NOW OR FORMERLY
"KLAIN"
INST# 200300038806
17-13-03-00-00-028.113
ZONE:S-1
PARC
E
L I
$
&
5
(
6
PAR
C
E
L II
$
&
5
(
6
75' R.D.E.
THOMAS HUSSY DRAIN
75' R.D.E.
THOMAS HUSSY DRAIN
0.689836.0220' TREE PRESERVATION STRIP20' D. & U.E.
75' B.L.75' B.L.
20' D. & U.E.20' D. & U.E.152.37'208.88'224.29'39.74'
28.60'
22.73'
2 STORY
BRICK & FRAME HOUSE
W/ WALK OUT BASEMENT1 STORY BRICK &FRAME GARAGE2 STORY FRAME HOUSEAPPROXIMATE LIMIT OF 100YR FLOOD PLAIN PER
THE "THOMAS HUSSEY DRAIN HYDRAULIC
ANALYSIS" BY CHRISTOPHER BURKE ENGINEERING,
LTD AS A PART OF THE WILLIAMS CREEK MASTER
PLAN, DATED JUNE 2010 and A TOPOGRAPHIC
SURVEY BY JD HALL LAND SURVEYING, MAY 2015.
BASE FLOOD ELEVATION PER HYDRAULIC
ANALYSIS
1
: 63&
' 0 6
: 63&
' 0 6
( ' 1
:
' 6
:
6
3
&
'
0
6
(
'
6
( 63&
' 0
1
( '
6
:
'
P.O.B.
PARCEL I
100.00' (D & M)
P.O.B.
PARCEL II 1
: ' 1
( 63&
' 0 6
(
'
6
(
6
3
&
'
0
6
(
' 6
( 63&
S. LINE SW 1/4, SEC. 3-17-3
1616.14'
1716.14'
SW CORNER
SW 1
4, SEC. 3-T17N-R3E
HARRISON MARKER
FOUND ASPHALT DRIVEASPHALT DRIVECON
C
R
E
T
E
DRIV
E
5/8" IRON ROD FOUND
5" EAST OF BOUNDARY LINE
EXISTING
S
E
P
T
I
C
F
I
E
L
D
106TH STREET
PAR
C
E
L
N
O:
1
7-
1
3-
0
3-
0
0-
0
0-
0
2
8.
0
0
7
PAR
C
E
L
N
O:
1
7-
1
3-
0
3-
0
0-
0
0-
0
2
8.
0
0
0
LOT 1
$&
77,864.9 SQ.FT.
LOT 2
$&
162,422.96 SQ.FT.40.00'40.00'30 LF of 18" RCP
24" END SECTION
24" END SECTION(NOT I
N
C
L
U
D
E
D)
20' D. & U.E.10' D. & U.E. 40.00'30' D. & U.E.FMFMFMFMFMFMFMFMFMFMFMFMFMFM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM FM FM FM FM
FMFMFM
INV = 833.75
P.O.B. OF
SUBDIVISION
INV = 833.50
INV = 833.76
INV = 834.0
143 LF OF 6" PVC @ 0.25%
INV = 834.052 LF
O
F
6
"
P
V
C
@
0.
5
0
%
INV = 831.50
INV = 831.85839840
84
0
839
839
841
840
838
837836
832BMP ESMT NO. 2BMP ESMT NO. 2DWG:DATE:CHK:FB:FIELD WORK:PART OF THE SW QUARTER OFSECTION 3, TOWNSHIP 17 NORTH,RANGE 3 EASTCLAY TOWNSHIPHAMILTON COUNTY, INDIANA15-001
TRANS5/22/15FIELDBOOK5/15/15OFFICE:803 S. Ohio StreetSheridan, In. 46069Ph. 317-696-3594Fx: 317-758-5510Alt Fx: 317-773-7161JDHJDHŽƉLJƌŝŐŚƚΞďLJ:,Ăůů>ĂŶĚ^ƵƌǀĞLJŝŶŐ͕ϮϬϭϱPALMER MINOR SUBDIVISON
PART OF THE SW 1/4, SECTION 3, TOWNSHIP 17 NORTH, RANGE 3
EAST, CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA
PARCEL NO: 17-13-03-00-00-028.007
TRANSPORTATION EXHIBIT
NOTE:
ITEMS REQUIRED BY
TRANSPORTATION PLAN
1)40' 1
2 R/W
2)10' MULTIUSE PATH
3)2' CURB
4)5' BIKE LANE
5)11.5' SECOND LANE
6)EXISTING WEST
BOUND LANE
NOTE:
SEE SITE PLAN BY STOEPPELWERTH
& ASSOCIATES, JOB NO.78115 DATED
02/20/2017 FOR THE CURRENT SITE
PLAN FOR LOT 1
15' D. & U.E.20' D.S. & U.E.
20' D.S. & U.E.
75' B.L.
75' R.D.E.
THOMAS HUSSY DRAIN
THOMAS HUSSY DRAIN
0.609
836.02
75' B.L.
20' D. & U.E.
APPROXIMATE LIMIT OF 100YR FLOOD PLAIN
PER THE "THOMAS HUSSEY DRAIN HYDRAULIC
ANALYSIS" BY CHRISTOPHER BURKE
ENGINEERING, LTD AS A PART OF THE WILLIAMS
CREEK MASTER PLAN, DATED JUNE 2010
6
:
'
SE CORNER
SW 14, SEC. 3-T17N-R3E
HARRISON MARKER
FOUND40.00'30 LF of 18" RCP
24" END SECTION
24" END SECTION
SE CORNER
SW 14, SEC. 3-T17N-R3E
HARRISON MARKER
FOUND
FM
EX. 40'1/2 R/WESTANCIA WAY50' R/WPRYSTOWSKY, ERIC
INST# 2008-14979
LOT 1
DAVID McLAUGHLIN
INST# 2013-65000
LOT 45
3+00
4+00
5+006+007+008+00FM
FM FMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFM10'10'5'
INV = 833.75
143 LF OF 6" PVC @ 0.25%
INV = 831.50
INV = 831.85832
EXISTING WEST BOUND LANE 842.07842.10+00842.99843.0844.64844.61+00846.10846.1846.78846.82+00846.54846.5846.37846.43+00846.53846.5845.16845.24+00843.46843.5840.72840.75+00838.26838.3836.45836.46+00835.93835.9836.41836.47+00838.18838.2840.19840.28+00842.54842.58+43 STA: 5+78.49 C/L PROPOSED DRIVESTA: 5+47.04 EAST BOUNDARY LINELOT 1 PALMER MINOR SUB.STA: 3+67.15 C/L MORAN DRIVEWAYSTA: 2+95.12 UTILITY POLE EAST SIDE OF MORAN DRIVESTA: 2+47.81 BEGIN DRIVEWAY TAPERMORAN DRIVEWAYSTA: 1+22.59 ESTANCIA WAY32.45'179.89'72.03'47.31'125.22'
315.97' LINE OF SIGHT @ 3.5' ABOVE PAVEMENT & 6" ABOVE POINT OF OBSTRUCTION6"395.13' LINE OF SIGHT @ 4.5' ABOVE PAVEMENT & 6" ABOVE POINT OF OBSTRUCTION
438.22' LINE OF SIGHT @ 5.5' ABOVE PAVEMENT & 6" ABOVE POINT OF OBSTRUCTION
EXISTING PAVEMENT GRADE
POINT OF OBSTRUCTION
3.5'4.5'5.5'DWG:DATE:CHK:FB:OFFICE:803 S. Ohio StreetSheridan, In. 46069Ph. 317-696-3594Fx: 317-758-5510Alt Fx: 317-773-7161FIELD WORK:PART OF THE SW QUARTER OFSECTION 3, TOWNSHIP 17 NORTH,RANGE 3 EASTCLAY TOWNSHIPHAMILTON COUNTY, INDIANA15-001
LINEOFSIGHTJDHJDH12-28-2015FIELDBOOK5/2015ŽƉLJƌŝŐŚƚΞďLJ:,Ăůů>ĂŶĚ^ƵƌǀĞLJŝŶŐ͕ϮϬϭϱPALMER MINOR SUBDIVISON
PART OF THE SW 1/4, SECTION 3, TOWNSHIP 17 NORTH, RANGE 3
EAST, CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA
PARCEL NO: 17-13-03-00-00-028.007
LINE OF SIGHT EXHIBIT