HomeMy WebLinkAbout304-647 - Singh SubdivisionUTILITY NOTE:
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C000
01
SINGH SUBDIVISION
DOCKET #PZ-2021-00044 PP/SP
4281 WEST 106TH STREET
CARMEL, INDIANA 46032
CONSTRUCTION SET
SEPTEMBER 16, 2021
LOCATION MAP
CONSULTANT TEAM:
CIVIL ENGINEER
CIVIL & ENVIRONMENTAL
CONSULTANTS, INC.
530 E. OHIO STREET, SUITE G
INDIANAPOLIS, IN 46204
PH: (317) 655-7777
EMAIL: RSKOOG@CECINC.COM
CONTACT: ALVIN E. SKOOG, JR.
CARWINION WAY
PROJECT
LOCATION
GAS
TELEPHONE
STORM SEWER
UTILITIES:
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ADDITIONAL CITY OF CARMEL NOTES:
STORM SEWER
OWNER/OPERATING AUTHORITY
W 106TH STREET
WATER
ELECTRIC
SANITARY SEWER
STREETS
SURVEYOR
CIVIL & ENVIRONMENTAL
CONSULTANTS, INC.
530 E. OHIO STREET, SUITE G
INDIANAPOLIS, IN 46204
PH: (317) 655-7777
EMAIL: ASYERS@CECINC.COM
CONTACT: ANTHONY SYERS
OWNER
LAKHWANT SINGH & MIKE SINGH
3950 SOUTH KEYSTONE AVENUE
INDIANAPOLIS, IN 46227
PH: 317-985-8513
EMAIL: LAKHWANTSINGHKHALSA@YAHOO.COM
FLOOD INFORMATION NOTE:
UTILITY NOTE:
BENCHMARKS:
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SITE
ZONING: S-1
LOT STANDARDS
DISTURBANCE AREA: 2.83 AC
MINIMUM FRONT YARD: 40'
MINIMUM SIDE YARD: 10'
MINIMUM AGGREGATE SIDE YARD: 30'
MINIMUM REAR YARD: 20'
MINIMUM LOT WIDTH: 120'
MAXIMUM LOT COVERAGE: 35%
MINIMUM GROUND FLOOR AREA: 1000 SF
Sheet List Table
Sheet
Number Sheet Title Drawing
Number
01 TITLE SHEET C000
02 SECONDARY PLAT SV-1
03 SECONDARY PLAT SV-2
04 DEMOLITION PLAN C101
05 LAYOUT PLAN C200
06 GRADING PLAN C300
07 DRAINAGE PLAN C400
08 FLOOD ROUTING PLAN C401
09 STORM SEWER PLAN AND PROFILES C402
10 STORM SEWER PLAN AND PROFILES C403
11 CHANNEL CROSS SECTIONS C404
12 SITE DETAILS C800
13 SITE DETAILS C801
14 SITE DETAILS C802
15 SITE DETAILS C803
16 TEMPORARY STORMWATER POLLUTION PREVENTION PLAN C900
17 PERMANENT STORMWATER POLLUTION PREVENTION PLAN C901
18 STORMWATER POLUTION PREVENTION PLAN NOTES C902
19 STORMWATER POLLUTION PREVENTION PLAN DETAILS C903
20 STORMWATER POLLUTION PREVENTION PLAN DETAILS C904
ASHBROOKESECTION 4P.C. 1, SLIDE 468INSTR. #9440467
LOT 114 LOT 113 LOT 112 LOT 110 LOT 109
LOT 2
REPLAT OF BLOCK B LOT 2AT WEST CARMEL CENTERP.C. 3, SLIDE 438INSTR. #200400046220
WEST CARMEL CENTERSECONDARY PLATBLOCK BLOT 3 & LOT 4P.C. 3, SLIDE 162INSTR. #200300041664
LOT 3
LOT 4
ADJOINER
106TH STREET
ADJOINER
ASHBROOKESECTION 3P.C. 1, SLIDE 467INSTR. #9440466
EXCEPTION PARCEL
ADJOINER
PARCEL 1
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VICINITY MAP
SURVEYED PARCEL
P.O.B.
P.O.B.
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SURVEYOR'S REPORT
1. In accordance with Title 865, Article 1, Chapter 12 of the Indiana Administrative Code ("Rule 12"), the following observations and opinions
are submitted regarding the various uncertainties in the locations of the lines and corners established this survey as a result of uncertainties in
reference monumentation; in record descriptions and plats; in lines of occupation; and as introduced by random errors in measurement
("Relative Positional Accuracy"). There may be unwritten rights associated with these uncertainties. The client should assume there is an
amount of uncertainty along any line equal in magnitude to the discrepancy in the location of the lines of possession from the surveyed lines.
There may be differences of deed dimensions versus measured dimensions along the boundary lines shown hereon and, likewise, there may
be found survey markers near, but not precisely at, some boundary corners. In cases where the magnitude of these differences are less than
the Relative Positional Accuracy stated below and less than the uncertainty identified for the reference monumentation (discussed below), the
differences may be considered insignificant and are shown only for purposes of mathematical closure. Such differences that are greater than
the Relative Positional Accuracy and the uncertainty in reference monumentation should be considered worthy of notice and are therefore
further discussed below.
This survey and report are based in part upon opinions formed in accordance with an Indiana Land Surveyor's responsibility to conduct a
survey in accordance with "law or a precedent" (865 IAC 1-12-11(5), Rules of the Indiana State Board of Registration for Land Surveyors).
Since Indiana has no statutes addressing how to resolve boundary lines, a solution based on principles derived from common law precedent
must be relied upon as the basis for a boundary resolution.
Unless otherwise noted or depicted hereon, there is no evidence of occupation along the perimeter lines of the subject tract. All survey
monuments set or found this survey are flush with existing grade unless otherwise noted.
The Relative Positional Accuracy (due to random errors in measurement) of this survey is within the specifications for a Urban Class Survey
(0.07 feet plus 50 ppm) as defined in IAC 865.
This survey was commissioned by the client to perform a Boundary Retracement Survey of the real estate conveyed to Jeffrey Jay Teeter and
Jane Ellen Teeter in Instrument Number 9909903888 as recorded in the Office of the Recorder of Hamilton County, Indiana. Said real estate is
part the Northeast Quarter of Section 7, Township 17 North, Range 3 East of the Second Principal Meridian, Clay Township of Hamilton
County, Indiana.
Reference Surveys and Plats
1) Boundary Survey by Gary R. Kent of Schneider Engineering Corporation dated May 13, 1991 and recorded as Instrument Number
1992027759. This survey was the basis for Ashbrooke Subdivision and includes a comprehensive breakdown of the Northeast Quarter
of said Section 7.
2) Secondary Plat of Ashbrooke Section 3 as recorded in Plat Cabinet 1, Slide 467 as Instrument Number 9440466.
3) Secondary Plat of Ashbrooke Section 4 as recorded in Plat Cabinet 1, Slide 468 as Instrument Number 9440467.
4) Replat of Block B Lot 2 at West Carmel Center as recorded in Plat Cabinet 3, Slide 438 as Instrument Number 200400046220.
5) Secondary Plat of West Carmel Center Block B Lot 3 & Lot 4 as recorded in Plat Cabinet 3, Slide 162 as Instrument Number
200300041664.
6) Location Control Route Survey for 106th Street recorded as Instrument Number 2009017554.
7) Hamilton County Surveyor's Office (H.C.S.O.) Section Corner Tie Sheets.
Reference Monuments
1) Schneider rebars were found at the Northwest corner of Ashbrooke Section 4 and at the Northeast corner of Ashbrooke Section 3.
These monuments were set during the aforementioned Kent survey and were held as controlling to establish the north lines of the
Ashbrooke subdivisions which thereby established the south line of the surveyed parcel.
2) No monument was found at the surface for the Northwest corner of the Northeast Quarter of said Section 7. The tie sheet, dated
August 3, 1976 calls for a railroad spike over a stone. The Kent survey calls for a concrete nail set. This corner was established by
extending the west line of Ashbrooke 4 north 689.62 feet per said Kent survey which matches the deed distance of 689.6 feet.
The extension of this west line passes through two American Consulting rebars marking the east lines of the aforementioned West
Carmel Center plats. There could be up to 0.2 feet of north-south uncertainty associated with this calculated location.
3) A Harrison monument was found marking the Northeast corner of the Northeast Quarter of said Section 7. The tie sheet references
a railroad spike a this corner up until 2010 when the stone was found and the Harrison monument was set over it. The calculated
location of the railroad spike per the Kent survey falls 2.1 feet south of the location of the Harrison monument.
4) The Southwest corner of the Northeast Quarter of the Northeast Quarter was calculated per the Kent survey. This is the point of
commencement for the 56.00 foot wide parcel of the surveyed property.
5) The Northwest corner of the Northeast Quarter of the Northeast Quarter was calculated per the Kent survey but was then extended
north to intersect the north line of the quarter section established between the calculated northwest corner of the quarter section and
the Harrison monument at the northeast corner of the quarter section.
Record Descriptions
The lines and corners of the subject tract were located hereon based on controlling calls contained in the record description or the
record plat for the subject tract. Unless noted otherwise, the boundary lines of the subject tract are contiguous with the boundary
lines of all adjoining parcels, adjoining streets, highways, rights-of-ways and easements, public or private along their common
boundaries as described in their most recent respective legal descriptions of record.
1) Multiple pipe line easements cross the surveyed property as depicted hereon.
2) A open legal drain known as Crooked Creek crosses the survey parcel. Per Indiana Code 36-9-27-33, there is a statutory easement
of 75 feet measured perpendicular from the top of bank on both sides.
3) At the time of this survey, there has been no documentation found or provided for any right-of-way dedication associated with the
surveyed property.
4) The description of Subject Parcel 1 calls for the north line to bee 884.3' and the south line to be 894.3', a difference of 10 feet. It also
calls for the east line to be 684.3' and the west line to be 689.6', a difference of 5 feet. The call for the south line to be parallel with the
north line makes it unlikely that there is a 5 foot difference between the east and west line.
5) The description of Subject Parcel 2 (Also) has several typos and incomplete courses.
Evidence of Occupation
1) An old farm fence lies generally along the west line of the surveyed property.
2) An old farm fence lies between on line and 2.0 feet north of the south line of the surveyed property.
3) At the west end of the south line of the surveyed property, there is a wood fence which lies between 2.6 feet south and 4.5 feet south
of the line.
4) An old farm fence lies generally along the east line of the surveyed property except for the south end of the fence is 0.6 feet west of
the corner.
As a result of the above observations it is in my opinion that the uncertainties in the location of the lines and corners established on this
survey are as follows:
Due to variances in Reference Monuments: Up to 0.2 feet
Due to discrepancies in the Record Descriptions: Up to 10 feet based on deed calls.
Due to inconsistencies in Lines of Occupation: Up to 2 feet based on fence location.
The horizontal data shown on this survey are based upon a positional solution derived from Global Positioning System (GPS) observations
processed by National Geodetic Survey (NGS) utilizing their Online Positioning User Service (OPUS) software. The coordinate values shown
are in the Indiana State Plane Coordinate System (East Zone) reference to the 1983 North American Datum utilizing the Continuously
Operating Reference Stations (CORS) adjustment as determined by NGS (NAD 83 (2011)(EPOCH 2010.0000) with a reported overall root
mean square (RMS) of 0.018 meters.
2. Ownership information indicated hereon is as identified in County or Township records or on title work provided by others.
3. The subject parcel is zoned S-1 per the Comprehensive Zoning Maps for the City of Carmel, Indiana. The setback requirements for said
zoning can be variable, transitional and subject to legal interpretation, therefore, setback lines are not depicted hereon.
4. The within plat and survey were prepared without benefit of current evidence of source of title for the subject tract or adjoiners and are
therefore subject to any statement of facts revealed by examination of such documents.
Certificate of Survey
To the best of my knowledge and belief the within plat also represents a survey made under my supervision in accordance with Title 865,
Article 1, Chapter 12 of the Indiana Administrative Code. The field work for this survey was performed on February 9, 2021.
____________________________
Tyler J. Thompson
Registered Land Surveyor No. LS21400006
February 24, 2021
tthompson@cecinc.com
prepared by Tyler J. Thompson
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. Tyler J. Thompson
LEGAL DESCRIPTION
PART OF THE WEST HALF OF THE NORTHEAST QUARTER OF SECTION 7, TOWNSHIP 17 NORTH, RANGE 3 EAST,
HAMILTON COUNTY, INDIANA, MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT A POINT ON THE NORTH LINE OF SAID HALF QUARTER SECTION, 440.4 FEET WEST OF THE
NORTHEAST CORNER THEREOF; THENCE SOUTH AND PARALLEL WITH THE EAST LINE OF SAID HALF QUARTER
SECTION, 684.3 FEET TO A POINT; THENCE WEST AND PARALLEL WITH THE SAID NORTH LINE, 894.3 FEET TO A POINT
IN THE WEST LINE OF THE SAID NORTHEAST QUARTER; THENCE NORTH UPON SAID WEST LINE, 689.6 FEET TO A
POINT ON THE SAID NORTH LINE; THENCE EAST UPON SAID NORTH LINE, 884.3 FEET TO THE PLACE OF BEGINNING,
CONTAINING 14.0 ACRES, MORE OR LESS.
EXCEPT THAT PORTION OF THE FOLLOWING DESCRIBED PARCEL WHICH LIES WITHIN THE EASTERN BOUNDARY OF
THE ABOVE DESCRIBED PARCEL.
PART OF THE WEST HALF OF THE NORTHEAST QUARTER OF SECTION 7, TOWNSHIP 17 NORTH, RANGE 3 EAST,
HAMILTON COUNTY, INDIANA, DESCRIBED AS FOLLOWS:
BEGINNING ON THE NORTH LINE OF THE WEST HALF OF THE NORTHEAST QUARTER OF SECTION 7, TOWNSHIP 17
NORTH, RANGE 3 EAST 883.03 FEET NORTH 90 DEGREES 00 MINUTES 00 SECONDS EAST (ASSUMED BEARING) OF
THE NORTHWEST CORNER THEREOF; THENCE NORTH 90 DEGREES 00 MINUTE 00 SECONDS EAST 7.03 FEET;
THENCE SOUTH 00 DEGREES 29 MINUTES 21 SECONDS WEST PARALLEL WITH THE EAST LINE OF THE WEST HALF OF
SAID NORTHEAST QUARTER 566.95 FEET; THENCE SOUTH 90 DEGREES 00 MINUTES 00 SECONDS WEST PARALLEL
WITH THE NORTH LINE OF SAID QUARTER 6.08 FEET; THENCE NORTH 00 DEGREES 23 MINUTES 36 SECONDS EAST
566.94 FEET TO THE BEGINNING POINT; CONTAINING 0.08 ACRES, MORE OR LESS.
ALSO:
A PART OF THE NORTHEAST QUARTER OF SECTION 7, TOWNSHIP 17 NORTH, RANGE 3 EAST, 2ND PRINCIPAL
MERIDIAN, HAMILTON COUNTY, INDIANA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHWEST CORNER OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SAID
SECTION 7; THENCE NORTH 00 DEGREES 06 MINUTES 18 SECONDS WEST ALONG THE WEST LINE OF SAID QUARTER
QUARTER SECTION 648.54 FEET TO A POINT ON THE WEST LINE OF MERRRILL (AS RECORDED INSTRUMENT NUMBER
6784 IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY, INDIANA THENCE SOUTH 89 DEGREES 35 MINUTES
04 SECONDS WEST 383 .78 FEET TO THE POINT OF BEGINNING; THENCE SOUTH 89 DEGREES 35 MINUTES 04
SECONDS 56 . 00 FEET TO THE SOUTHEAST CORNER OF HOFFMAN (INSTRUMENT NUMBER 8625484) ; THENCE
NORTH 00 DEGREES 06 MINUTES 18 MINUTES WEST ALONG THE EAST LINE OF HOFFMAN 122.65 FEET TO THE
SOUTHWEST CORNER OF MORETTO (INSTRUMENT NUMBER 8610265); THENCE NORTH 89 DEGREES 34 MINUTES 23
SECONDS EAST ALONG THE SOUTH LINE OF MORETTO 56.00 FEET; THENCE SOUTH 00 DEGREES 06 MINUTES 18
SECONDS EAST ALONG SAID WEST LINE TO THE POINT OF BEGINNING CONTAINING 0.16 ACRES MORE OR LESS.
106th STREET 106TH STREET106th STREET 106TH STREET
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31
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1"
=
4
0
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DE
M
O
L
I
T
I
O
N
P
L
A
N
C101
04
NORTH
UTILITY NOTE:UTILITY NOTE:
106th STREET 106TH STREET106th STREET 106TH STREET
BUILDING #1
F.F.E = 894.50
BUILDING #2
F.F.E. = 896.00
SITE LEGEND:
PROPOSED SITE KEY NOTES:
8
A
B
34567 12
C
D
E
F
G
H
8 34567 12
A
B
C
D
E
F
G
H
DE
S
C
R
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N
DA
T
E
NO
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V
I
S
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R
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C
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DA
T
E
:
DW
G
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C
A
L
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:
DR
A
W
N
B
Y
:
CH
E
C
K
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D
B
Y
:
AP
P
R
O
V
E
D
B
Y
:
PR
O
J
E
C
T
N
O
:
SHEET OF
DRAWING NO.:
30
4
-
6
4
7
SE
P
T
E
M
B
E
R
1
6
,
2
0
2
1
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S
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A
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T
20
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A
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S
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&
M
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P
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T
42
8
1
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1
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4
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7
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c
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C
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S
T
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N
SG
J
1"
=
4
0
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LA
Y
O
U
T
P
L
A
N
C200
05
GENERAL NOTES:
GENERAL SITE LAYOUT NOTES:
NORTH
106th STREET 106TH STREET106th STREET 106TH STREET
BUILDING #1
F.F.E = 894.50
BUILDING #2
F.F.E. = 896.00
BENCHMARKS:
UTILITY NOTE:
FLOOD NOTE:
BENCHMARKS:
UTILITY NOTE:
FLOOD NOTE:
GRADING LEGEND:
SITE LEGEND:
8
A
B
34567 12
C
D
E
F
G
H
8 34567 12
A
B
C
D
E
F
G
H
DE
S
C
R
I
P
T
I
O
N
DA
T
E
NO
RE
V
I
S
I
O
N
R
E
C
O
R
D
DA
T
E
:
DW
G
S
C
A
L
E
:
DR
A
W
N
B
Y
:
CH
E
C
K
E
D
B
Y
:
AP
P
R
O
V
E
D
B
Y
:
PR
O
J
E
C
T
N
O
:
SHEET OF
DRAWING NO.:
30
4
-
6
4
7
SE
P
T
E
M
B
E
R
1
6
,
2
0
2
1
AE
S
DR
A
F
T
20
LA
K
H
W
A
N
T
S
I
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&
M
I
K
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S
I
N
G
H
SI
N
G
H
P
R
O
J
E
C
T
42
8
1
W
E
S
T
1
0
6
T
H
S
T
R
E
E
T
CA
R
M
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L
,
I
N
D
I
A
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A
4
6
0
3
2
53
0
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t
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I
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d
i
a
n
a
p
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l
i
s
,
I
N
4
6
2
0
4
31
7
-
6
5
5
-
7
7
7
7
·
8
7
7
-
7
4
6
-
0
7
4
9
ww
w
.
c
e
c
i
n
c
.
c
o
m
P R
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L
I
M
I
N
A
R
Y
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
SG
J
1"
=
4
0
'
GR
A
D
I
N
G
P
L
A
N
C300
06
”
GENERAL GRADING NOTES:
NORTH
BENCHMARKS:
UTILITY NOTE:
FLOOD NOTE:
BENCHMARKS:
UTILITY NOTE:
FLOOD NOTE:
DRAINAGE LEGEND:
BUILDING #1
F.F.E = 894.50
BUILDING #2
F.F.E. = 896.00
106th STREET 106TH STREET106th STREET 106TH STREET
BUILDING #1
F.F.E = 894.50
M.F.P.G. = 893.04
L.A.G. = 894.30
BUILDING #2
F.F.E. = 896.00
M.F.P.G. = 893.15
L.A.G. = 894.80
DRAINAGE SUMMARY
8
A
B
34567 12
C
D
E
F
G
H
8 34567 12
A
B
C
D
E
F
G
H
DE
S
C
R
I
P
T
I
O
N
DA
T
E
NO
RE
V
I
S
I
O
N
R
E
C
O
R
D
DA
T
E
:
DW
G
S
C
A
L
E
:
DR
A
W
N
B
Y
:
CH
E
C
K
E
D
B
Y
:
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P
R
O
V
E
D
B
Y
:
PR
O
J
E
C
T
N
O
:
SHEET OF
DRAWING NO.:
30
4
-
6
4
7
SE
P
T
E
M
B
E
R
1
6
,
2
0
2
1
AE
S
DR
A
F
T
20
LA
K
H
W
A
N
T
S
I
N
G
H
&
M
I
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E
S
I
N
G
H
SI
N
G
H
P
R
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E
C
T
42
8
1
W
E
S
T
1
0
6
T
H
S
T
R
E
E
T
CA
R
M
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L
,
I
N
D
I
A
N
A
4
6
0
3
2
53
0
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.
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h
i
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S
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·
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G
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d
i
a
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a
p
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l
i
s
,
I
N
4
6
2
0
4
31
7
-
6
5
5
-
7
7
7
7
·
8
7
7
-
7
4
6
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0
7
4
9
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c
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NO
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F
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C
O
N
S
T
R
U
C
T
I
O
N
AM
L
1"
=
4
0
'
DR
A
I
N
A
G
E
P
L
A
N
C400
GENERAL DRAINAGE NOTES:
NORTH
07
BUILDING #1
F.F.E = 894.50
BUILDING #2
F.F.E. = 896.00
106th STREET 106TH STREET106th STREET 106TH STREET
BENCHMARKS:
UTILITY NOTE:
FLOOD NOTE:
BENCHMARKS:
UTILITY NOTE:
FLOOD NOTE:
DRAINAGE LEGEND:
NORTH
8
A
B
34567 12
C
D
E
F
G
H
8 34567 12
A
B
C
D
E
F
G
H
DE
S
C
R
I
P
T
I
O
N
DA
T
E
NO
RE
V
I
S
I
O
N
R
E
C
O
R
D
DA
T
E
:
DW
G
S
C
A
L
E
:
DR
A
W
N
B
Y
:
CH
E
C
K
E
D
B
Y
:
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P
R
O
V
E
D
B
Y
:
PR
O
J
E
C
T
N
O
:
SHEET OF
DRAWING NO.:
30
4
-
6
4
7
SE
P
T
E
M
B
E
R
1
6
,
2
0
2
1
AE
S
DR
A
F
T
20
LA
K
H
W
A
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T
S
I
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G
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&
M
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S
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H
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N
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P
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C
T
42
8
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S
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1
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T
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L
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I
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4
6
0
3
2
53
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,
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N
4
6
2
0
4
31
7
-
6
5
5
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7
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7
7
·
8
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F
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C
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S
T
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C
T
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N
AM
L
1"
=
4
0
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FL
O
O
D
R
O
U
T
I
N
G
P
L
A
N
C401
08
GENERAL DRAINAGE NOTES:
STR 460-461 PROFILE
STR 411-413 PROFILE
STR 431-433 PROFILE
8
A
B
34567 12
C
D
E
F
G
H
8 34567 12
A
B
C
D
E
F
G
H
DE
S
C
R
I
P
T
I
O
N
DA
T
E
NO
RE
V
I
S
I
O
N
R
E
C
O
R
D
DA
T
E
:
DW
G
S
C
A
L
E
:
DR
A
W
N
B
Y
:
CH
E
C
K
E
D
B
Y
:
AP
P
R
O
V
E
D
B
Y
:
PR
O
J
E
C
T
N
O
:
SHEET OF
DRAWING NO.:
30
4
-
6
4
7
SE
P
T
E
M
B
E
R
1
6
,
2
0
2
1
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S
DR
A
F
T
20
LA
K
H
W
A
N
T
S
I
N
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H
&
M
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K
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S
I
N
G
H
SI
N
G
H
P
R
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C
T
42
8
1
W
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S
T
1
0
6
T
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4
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2
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0
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,
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N
4
6
2
0
4
31
7
-
6
5
5
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7
7
7
7
·
8
7
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NO
T
F
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R
C
O
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S
T
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C
T
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N
AM
L
1"
=
4
0
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ST
O
R
M
S
E
W
E
R
P
L
A
N
A
N
D
PR
O
F
I
L
E
S
C402
09
NORTH
PLAN VIEW OF STRUCTURES 431 TO 432
SCALE: 1"=30"
NORTH
PLAN VIEW OF STRUCTURES 411 TO 413
SCALE: 1"=30"
NORTH
PLAN VIEW OF STRUCTURES 460 TO 461
SCALE: 1"=30"
STR 421-422 PROFILESTR 451-454 PROFILESTR 401-403 PROFILE
8
A
B
34567 12
C
D
E
F
G
H
8 34567 12
A
B
C
D
E
F
G
H
DE
S
C
R
I
P
T
I
O
N
DA
T
E
NO
RE
V
I
S
I
O
N
R
E
C
O
R
D
DA
T
E
:
DW
G
S
C
A
L
E
:
DR
A
W
N
B
Y
:
CH
E
C
K
E
D
B
Y
:
AP
P
R
O
V
E
D
B
Y
:
PR
O
J
E
C
T
N
O
:
SHEET OF
DRAWING NO.:
30
4
-
6
4
7
SE
P
T
E
M
B
E
R
1
6
,
2
0
2
1
AE
S
DR
A
F
T
20
LA
K
H
W
A
N
T
S
I
N
G
H
&
M
I
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S
I
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G
H
SI
N
G
H
P
R
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E
C
T
42
8
1
W
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T
1
0
6
T
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S
T
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T
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4
6
0
3
2
53
0
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·
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,
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N
4
6
2
0
4
31
7
-
6
5
5
-
7
7
7
7
·
8
7
7
-
7
4
6
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0
7
4
9
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c
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c
.
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P R
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NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
AM
L
1"
=
4
0
'
ST
O
R
M
S
E
W
E
R
P
L
A
N
A
N
D
PR
O
F
I
L
E
S
C403
10
NORTH
NORTH
NORTH
PLAN VIEW OF STRUCTURES 401 TO 402
SCALE: 1"=30"
PLAN VIEW OF STRUCTURES 451 TO 455
SCALE: 1"=30"
PLAN VIEW OF STRUCTURES 421 TO 422
SCALE: 1"=30"
STA 0+34.24STA 1+57.57
STA 2+55.39STA 4+23.89
8
A
B
34567 12
C
D
E
F
G
H
8 34567 12
A
B
C
D
E
F
G
H
DE
S
C
R
I
P
T
I
O
N
DA
T
E
NO
RE
V
I
S
I
O
N
R
E
C
O
R
D
DA
T
E
:
DW
G
S
C
A
L
E
:
DR
A
W
N
B
Y
:
CH
E
C
K
E
D
B
Y
:
AP
P
R
O
V
E
D
B
Y
:
PR
O
J
E
C
T
N
O
:
SHEET OF
DRAWING NO.:
30
4
-
6
4
7
SE
P
T
E
M
B
E
R
1
6
,
2
0
2
1
AE
S
DR
A
F
T
20
LA
K
H
W
A
N
T
S
I
N
G
H
&
M
I
K
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S
I
N
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H
SI
N
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P
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E
C
T
42
8
1
W
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S
T
1
0
6
T
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T
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T
CA
R
M
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L
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I
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A
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A
4
6
0
3
2
53
0
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a
n
a
p
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l
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,
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4
6
2
0
4
31
7
-
6
5
5
-
7
7
7
7
·
8
7
7
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7
4
6
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7
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9
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w
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c
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c
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P R
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NO
T
F
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R
C
O
N
S
T
R
U
C
T
I
O
N
AM
L
1"
=
4
0
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CH
A
N
N
E
L
C
R
O
S
S
S
E
C
T
I
O
N
S
C404
11
SECTION #3SECTION #4
SECTION #1SECTION #2
8
A
B
34567 12
C
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12
DETAIL 202 - CONCRETE PAVEMENT SECTION
DETAIL 201 - CONCRETE JOINT DETAILS
DETAIL 203 - CONCRETE SIDEWALK
DETAIL 204 - RESIDENTIAL DRIVEWAY
DETAIL 206 - CARMEL CHANNEL CROSSING DETAIL
DETAIL 207 - SIGNAGE DETAIL
DETAIL 205 - CARMEL COLLECTOR ROAD R.O.W.
PAVEMENT SECTION
8
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4"
DETAIL #402 - PLASTIC PIPE (PVC & HDPE)
BEDDING/TRENCH DETAIL
DETAIL #403 - PLASTIC PIPE (PVC & HDPE)
BEDDING/TRENCH IN PAVEMENT DETAIL
12" - 36" DRAIN BASIN 12" - 30" INLINE DRAIN
FRAME & GRATE/SOLID COVER
DETAIL #405 - 8 IN - 30 IN PERFORATED INLINE DRAIN WITH
STANDARD GRATE QUICK SPEC INSTALLATION DETAIL
SG
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DETAIL #406 - PHOENIX PRECAST PRODUCTS TRASH RACK (TOP)
DETAIL #407 - PHOENIX PRECAST PRODUCTS TRASH RACK (BOTTOM)
CROSS SECTION
DETAIL #404 - INLET TYPE "E"
PLAN VIEW
DETAIL #408 - BANK ARMORMENT DETAIL
13
PLAN VIEW
PROFILE VIEW
PLAN VIEW PROFILE VIEW
8
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DETAIL #432 - EAST DRY DETENTION
POND OUTLET CONTROL STRUCTURE
DETAIL #408 - EAST DRY DETENTION POND
DETAIL #402 - WEST DRY DETENTION
POND OUTLET CONTROL STRUCTURE
DETAIL #411 - WEST DRY DETENTION POND
DETAIL #414 DETAIL #410DETAIL #413
14
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DETAIL #501
DETAIL #503
DETAIL #502DETAIL #504
15
106th STREET 106TH STREET106th STREET 106TH STREET
FLOOD NOTE:FLOOD NOTE:
PROPOSED LEGEND:
UTILITY NOTE:UTILITY NOTE:
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16
GENERAL EROSION CONTROL NOTES
106th STREET 106TH STREET
BUILDING #1
F.F.E = 894.50
BUILDING #2
F.F.E. = 896.00
106th STREET 106TH STREET
FLOOD NOTE:FLOOD NOTE:
PROPOSED LEGEND:
UTILITY NOTE:UTILITY NOTE:
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17
GENERAL EROSION CONTROL NOTES
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C902
18
(A21) SOIL STOCKPILE, BORROW AND/OR DISPOSAL
(A20) OFF-SITE CONSTRUCTION PLAN
(A17) EXISTING VEGETATIVE COVER
(A16) CONSTRUCTION LIMITS
(A15) ADJACENT LANDUSE
(A13) 100 YEAR FLOODPLAIN, FLOODWAYS AND FRINGES
(A12) POTENTIAL DISCHARGES TO GROUNDWATER
(A11) RECEIVING WATERS
(A10) SITE WETLANDS, LAKES AND WATER COURSES
(A9) STORMWATER DISCHARGE POINTS
(A8) REQUIRED STATE OR FEDERAL WATER
(A7) HYDROLOGIC UNIT CODE
(A6) LOT LOCATION AND SITE IMPROVEMENTS
(A4) VICINITY MAP
(A3) PROJECT DESCRIPTION
(A5) LEGAL DESCRIPTION
(A1) PLAN INDEX
(A2) PLAN/PLAT SHOWING BOUNDARIES AND LOT NAMES
ASSESSMENT OF CONSTRUCTION PLAN ELEMENTS (SECTION A)
(A18) SOIL MAP
(A22 & A23) EXISITNG & FINAL SITE TOPOGRAPHY
(A19) LOCATION OF PROPOSED STORMWATER SYSTEMS
(B13) MATERIAL HANDLING AND SPILL PREVENTION
EROSION CONTROL MEASURES MAINTENANCE REQUIREMENTS
(B14) MONITORING AND MAITENANCE GUIDELINES
(B1) POTENTIAL CONSTRUCTION POLLUTANTS
ASSESSMENT OF STORMWATER POLLUTION PREVENTION PLAN CONSTRUCTION
COMPONENT (SECTION B)
(B15) EROSION CONTROL SPECIFICATIONS
(B2) STORMWATER QUALITY SEQUENCE
(C5) POST CONSTRUCTION MAINTENANCE GUIDELINES
(C3) POST CONSTRUCTION STORMWATER QUALITY
(C2) STORMWATER QUALITY IMPLEMENTATION
(C1) POTENTIAL LANDUSE POLLUTANTS
DESCRIPTION MEASURES:
(C4) LOCATION, DIMENSIONS, SPECIFICATIONS,
AND CONSTRUCTION DETAILS OF EACH
STORMWATER QUALITY MEASURE
ASSESSMENT OF STORMWATER POLLUTION
PREVENTION PLAN COMPONENT (SECTION C)
QUALITY PERMITS
EROSION CONTROL MEASURES MAINTENANCE REQUIREMENTS (cont.)
FOR INDIVIDUAL LOTS
(A14) ESTIMATED PEAK DISCHARGE
EROSION CONTROL RESPONSIBLE PERSON
(B12) PERMANENT SURFACE STABILIZATION
(B11) TEMPORARY SURFACE STABILIZATION
(B10) STORMWATER QUALITY DETAILS
(B9) GRADE STABILIZATION MEASURES
(B6) INLET PROTECTION LOCATIONS AND SPECS
(B7) RUNOFF CONTROL MEASURES
(B8) OUTLET PROTECTION SPECIFICATIONS
(B5) CONCENTRATED FLOW SEDIMENT CONTROL
(B4) SHEET FLOW SEDIMENT CONTROL
(B3) CONSTRUCTION ENTRANCE INFORMATION
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DETAIL 908 - CONCRETE WASHOUT BMP
DETAIL 905 - STRAW BALE FOR CONCRETE WASHOUT
DETAIL 902 - TEMPORARY CONSTRUCTION ENTRANCE
(SITES 2 ACRES OR LARGER)
DETAIL 903 - TREE PROTECTION DETAIL
NOTES
DETAIL 901 - SILT FENCE
DETAIL 907 - NON-PAVED AREA CATCH
BASIN INLET PROTECTION DETAIL
5'
DETAIL 906 - TREE PROTECTION FENCE
DETAIL 904 - TEMPORARY EARTHEN CROSSING
DETAIL 900 - TEMPORARY INLET PROTECTION, FILTER BAG INSERT
DETAIL 909 - SLOPE BLANKET INSTALLATION
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TEMPORARY SEEDING DATES
TEMPORARY SEEDING
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C904
20
Sedge Meadow Seed Mix PLS
Botanical Name Common Name Ounces/Acre
Permanent Grasses/Sedges:
Calamagrostis canadensis Bluejoint Grass 1.00
Carex comosa Bristly Sedge 2.00
Carex cristatella Crested Oval Sedge 1.00
Carex frankii Bristly Cattail Sedge 2.00
Carex lupulina Common Hop Sedge 3.00
Carex lurida Bottlebrush Sedge 2.00
Carex stipata Common Fox Sedge 1.00
Carex stricta Common Tussock Sedge 1.00
Carex vulpinoidea Brown Fox Sedge 3.00
Elymus virginicus Virginia Wild Rye 24.00
Glyceria striata Fowl Manna Grass 0.50
Juncus effusus Common Rush 0.50
Leersia oryzoides Rice Cut Grass 1.00
Scirpus atrovirens Dark Green Rush 1.00
Scirpus cyperinus Wool Grass 0.50
Scirpus pendulus Red Bulrush 0.50
Schoenoplectus tabernaemontani Great Bulrush 1.00
Spartina pectinata Prairie Cord Grass 2.00
Total 47.00
Temporary Cover:
Avena sativa Common Oat 540.00
Total 540.00
Forbs:
Alisma subcordatum Common Water Plantain 1.00
Angelica atropurpurea Great Angelica 4.00
Asclepias incarnata Swamp Milkweed 2.00
Bidens cernua Nodding Bur Marigold 2.00
Boehmeria cylindrica False Nettle 0.50
Coreopsis tripteris Tall Coreopsis 1.00
Doellingeria umbellata Flat-Top Aster 0.50
Eupatorium perfoliatum Common Boneset 0.50
Eutrochium maculatum Spotted Joe-Pye Weed 1.00
Helenium autumnale Sneezeweed 1.00
Hibiscus laevis Smooth Rose Mallow 2.00
Iris virginica v. shrevei Blue Flag 3.00
Liatris spicata Marsh Blazing Star 2.00
Lobelia cardinalis Cardinal Flower 0.25
Lobelia siphilitica Great Blue Lobelia 0.25
Lycopus americanus Common Water Horehound 0.50
Penthorum sedoides Ditch Stonecrop 1.00
Physostegia virginiana Obedient Plant 0.50
Persicaria spp.Pinkweed Species 2.00
Pycnanthemum virginianum Common Mountain Mint 0.50
Sagittaria latifolia Common Arrowhead 1.00
Senna hebecarpa Wild Senna 4.00
Silphium perfoliatum Cup Plant 1.00
Sparganium eurycarpum Common Bur Reed 4.00
Symphyotrichum novae-angliae New England Aster 0.50
Symphyotrichum puniceum Bristly Aster 1.00
Thalictrum dasycarpum Purple Meadow Rue 1.00
Verbena hastata Blue Vervain 2.00
Vernonia fasciculata Common Ironweed 1.00
Zizia aurea Golden Alexanders 1.00
Total 42.00
HERBACEOUS PLUG PLANT SCHEDULE:
HERBACEOUS PLUG PLANTING AREA