HomeMy WebLinkAbout1THIS INSTRUMENT PREPARED BY:
DENNIS D. OLMSTEAD
STOEPPELWERTH AND ASSOCIATES INC.
7965 EAST 106TH STREET
FISHERS, INDIANA 46038-2505
PHONE: (317) 849-5935
DEVELOPED BY:
MOHAWK WB, LLC
C/O PLATINUM PROPERTIES MANAGEMENT CO, LLC
INDIANAPOLIS, INDIANA 46256
PHONE: (317) 863-2053
CONTACT: PAUL RIOUX
110 L9
JAN 2 6 2018
���,�.
LOCATION MAP
SCALE: 1 "=2000'
FLOOD STATEMENT
THIS SITE DOES NOT LIE WITHIN A ZONE PER
FIRM 18057CO226G & 18057CO228G DATED NOVEMBER 19, 2014
INDEX
SHT.
DESCRIPTION
C001
COVER SHEET
C 100-103
PRIMARY PLAT
C200
STREET DETAILS
C900-904
LANDSCAPE PLAN / LIGHTING PLAN
REVISIONS
SHT.
DESCRIPTION
ALL
REV. SITE PER COMMENTS 1-19-18
DESITY
8.20 U A
COMMON AREA 2.2% re 'd
6.45 Ac.t 22.1
r -i
John W & Tracey',
Parcel #16-10-31-01-I
Curtis E Wat,
Parcel #16-10-31-01-4
James K Martin Jr & Annette M.
Parcel #16-10-31-01-04002.0
Phillip Knickrehm & Daniel Bs
Parcel #16-10-31-01-04-003.(
Christine A Betlzer
Parcel #16-10-31-01-04-004
Paige Wareham & Gregory S Berml
Parcel #16-10-31-01-04-005.001
Loren J & Erin Haskett
Parcel #16-10-31-01-04-006
Berry M Trefethen & Brian G R
Parcel #16-10-31-01-04-007.0
John & Tammy Caldwel
Parcel #16-10-31-01-04-008
Timothy C & Donna R Gr
Parcel #16-10-31-01-04009
Timothy D & Tamaras S Sa
Parcel #16-10-31-01-04010
Gordon Lee & Jeannie D Pad(
Parcel #16-10-31-01-04-011.
Donald D Merrick
Parcel #16-10-31-01-04-012
John P & Karen S Carte:
Parcel #16-10-31-01-04-013
Robert L & Betty Yunkt
Parcel #16-10-31-01-04-014
Karen S Moore
Parcel #16-10-31-01-04-01'
Gregory B & Elizabeth Pit
Parcel #16-10-31-01-04-01t
PRIMARY PLAT GRAMERCY WEST
CARMEL, INDIANA
ZONING - GRAMERCY WEST PUD
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EAST 126TH STREET
150'
SUBDIVISION MONUMENTATION
A 5/8"x30" REBAR WITH CAP STAMPED "S&A FIRM #0008" SHALL BE
SET AT ALL LOT OR PARCEL CORNERS, INCLUDING BEGINNING AND
ENDING OF CURVES AND THE INTERSECTION OF LINES.
O DENOTES A 5/8"x30" REBAR WITH CAP STAMPED "S&A FIRM #0008".
OO DENOTES A 2" MAG NAIL WITH WASHER STAMPED "S&A FIRM #0008".
0 DENOTES A 4%4%36" LONG PRECAST CONCRETE MONUMENT WITH A
CROSS CAST IN THE TOP, SET FLUSH WITH THE FINISH GRADE.
DENOTES A STREET CENTERLINE MONUMENT. EITHER AN "ALUMINUM
WELD", A 5/8" DIA. ALUMINUM ROD 12" LONG WITH 1-1/2" DIA.
TAPERED ALUMINUM CAP STAMPED "S & A INC. FIRM # 0008" AND
HAVING A CUT "X" IN TOP, SET FLUSH WITH THE FINISHED SURFACE
COAT OR A 2" MAG NAIL, TEMPORARILY SET FLUSH WITH THE
INTERMEDIATE COAT (BINDER).
SEC
EAST 126TH STREET
Lot Type A
(lots 122-125, 142-150, 216-221)
Min. lot area - 4,000 sq.ft.
Min. width - 50'
Min. width at right-of-way - 20'
Min. front setback - 5'
Min. side setback - 5'
Min. rear setback - 10'
Lot Twe B/F (Townhomes
(lots 4-33, 58-69, 89-121, 179-215)
Min. lot area - 1,000 sq.ft.
Min. width - 16'
Min. width at right-of-way - 14'
Min. front setback - 5'
Min, side setback - 5'
Min. rear setback - 10'
Lot Type C
(lots 2-3, 45-57, 70-83, 126-141, 227-239)
Min. lot area - 1,600 sq.ft.
Min. width - 28'
Min. width at right-of-way - 25'
Min, front setback - 5'
Min. side setback - 3'
Min. rear setback - 5'
Lot Type D
(lots 1, 34-44, 84-88, 151-178, 222-226)
Min. lot area - 2,000 sq.ft.
Min. width - 31'
Min. width at right-of-way - 15'
Min. front setback - 5'
Min. side setback - 3'
Min. rear setback - 5'
08/18/17
DENNIS D. OLMSTEAD DATE
REGISTERED LAND SURVEYOR
NO. 900012
``t�tutuuurrrr
PSC,\STEq�c •
900012 _=
STATE OF
••............ y
RNI
SOILS MAP
SCALE: 1"=500'
Br, CrA
A part of the Northwest Quarter and the Northeast Quarter of Section 31, Township 18 North, Range 4 East, and a portion of Lot 90 in Auman's
Addition, a subdivision in Hamilton County, Indiana, the plat of which is recorded as Instrument Number 53-3365, Deed Record 138, Page 273,
as amended by the Corrected Re -Subdivision of Lots 58 Through 69 - Both Inclusive in Auman's Addition, a re -subdivision in said county and
state, the plat of which is recorded in, Plat Book 2, Pages 15-17 both plats being in the Recorder's Office of Hamilton County, Indiana, more
particularly described as follows:
Commencing at the Northeast comer of the Northwest Quarter of said Section 31; thence North 89 degrees 50 minutes 15 seconds West
(assumed bearing) 316.08 feet along the North Line of said Northwest Quarter; thence South 00 degrees 09 minutes 45 seconds West 40.00 feet
to the POINT OF BEGINNING of this description; thence South 57 degrees 03 minutes 22 seconds East 83.25 feet; thence South 18 degrees 18
minutes 21 seconds East 71.06 feet; thence North 90 degrees 00 minutes 00 seconds East 84.17 feet; thence South 00 degrees 00 minutes 00
seconds East 656.14 feet to the point of curvature of a curve concave Northeasterly, the radius point of said curve being North 90 degrees 00
minutes 00 seconds East 165.00 feet from said point; thence Southeasterly along said curve 180.69 feet to the point of tangency of said curve,
said point being South 27 degrees 15 minutes 23 seconds West 165.00 feet from the radius point of said curve; thence South 62 degrees 44
minutes 37 seconds East 363.22 feet to the point of curvature of a curve concave Southwesterly, the radius point of said curve being South 27
degrees 15 minutes 23 seconds West 235.00 feet from said point; thence Southeasterly along said curve 188.69 feet to the point of tangency of
said curve, said point being North 73 degrees 15 minutes 41 seconds East 235.00 feet from the radius point of said curve; thence South 16
degrees 44 minutes 08 seconds East 154.04 feet; thence South 16 degrees 06 minutes 37 seconds East 189.63 feet to the point of curvature of a
curve concave Westerly said curve being South 73 degrees 53 minutes 23 seconds West 235.00 feet from said point; thence Southerly along said
curve 47.01 feet to the point of tangency of said curve, said point being North 85 degrees 21 minutes 02 seconds East 235.00 feet from the radius
point of said curve; thence South 04 degrees 38 minutes 58 seconds East 116.42 feet to the point of curvature of a curve concave Westerly, the
radius point of said curve being South 85 degrees 21 minutes 02 seconds West 785.00 feet from said point; thence Southerly along said curve
202.44 feet to a point, said point being South 79 degrees 52 minutes 24 seconds East 785.00 feet from the radius point of said curve; thence
North 79 degrees 59 minutes 39 seconds West 119.43 feet to a non -tangent point on a curve concave Southerly, the radius point of said curve
being South 10 degrees 08 minutes 54 seconds West 200.00 feet from said point; thence Westerly along said curve 109.72 feet to a point of
tangency, said point being North 21 degrees 17 minutes 02 seconds West 200.00 feet from the radius point of said curve; thence South 68
degrees 42 minutes 58 seconds West 128.50 feet; thence North 21 degrees 17 minutes 02 seconds West 100.53 feet; thence North 00 degrees 18
minutes 57 seconds East 49.46 feet; thence South 90 degrees 00 minutes 00 seconds West 56.67 feet; thence North 00 degrees 06 minutes 27
seconds West 51.00 feet; thence South 89 degrees 47 minutes 06 seconds West 86.77 feet; thence North 00 degrees 12 minutes 54 seconds West
21.58 feet; thence South 89 degrees 47 minutes 06 seconds West 70.00 feet; thence North 00 degrees 12 minutes 54 seconds West 322.29 feet;
thence North 89 degrees 49 minutes 46 seconds West 555.52 feet to the East line of said Lot 90 in Auman's Addition; thence North 89 degrees
49 minutes 46 seconds West 4.84 feet to the West line of said lot 90, which point is on the East Right-of-way line of Auman Drive East in
Auman's Addition; thence North 00 degrees 03 minutes 45 seconds West 1,025.00 feet along said West line to the southeast corner of Lot 65 in
said Corrected Re -Subdivision of Lot 58 through 69, Both Inclusive, in Auman's Addition; thence South 89 degrees 50 minutes 15 seconds East
4.25 feet to the East line of said Lot 90; thence North 00 degrees 05 minutes 45 seconds West 240.00 feet along said East line to the prolonged
North line of said Lot 65; thence North 89 degrees 51 minutes I I seconds West 4.11 feet to the Northeast comer of said Lot 65 and the West line
of said Lot 90; thence North 00 degrees 03 minutes 45 seconds West 145.00 feet along said West line to the Northwest corner of said Lot 90;
thence South 89 degrees 50 minutes 15 seconds East 4.03 feet along the North line of said Lot 90 to the Northeast corner of said Lot 90, which
point is on the South Right-of-way line of East 126th Street (a.k.a. Mohawk Drive); thence North 00 degrees 05 minutes 45 seconds West 5.00
feet to the Northwest comer of the 40.292 acre parcel owned by Mohawk WB, LLC as recorded in Instrument No. 2014-001786 in said
Recorder's Office and lying 40 feet South, measured in a perpendicular direction, of the North line of said Northwest Quarter; thence South 89
degrees 50 minutes 16 seconds East 342.79 feet along the north line of the 40.292 Acre parcel to the Place of Beginning, containing 27.767
acres, more or less.
PROJECT SUMMARY
TOTAL SITE AREA
29.140 Ac.f
TOTAL UNITS
239 UNITS
DESITY
8.20 U A
COMMON AREA 2.2% re 'd
6.45 Ac.t 22.1
BENCHMARKS:
HAM G23
I.S.H.C. DISC AT NORTHWEST CORNER OF 131ST
I.S.H.D. OVER COOK CREEK
PER DNR ON NGVD 29
ELEVATION= 794.87
PLANS PREPARED BY:
STOEPPELWERTH & ASSOCIATES, INC.
CONSULTING ENGINEERS & LAND SURVEYORS
7965 E. 106TH STREET, FISHERS, INDIANA 46038
PHONE: (317)-849-5935
FAX: (317)-849-5942
CONTACT PERSON: DENNIS D. OLMSTEAD
EMAIL: DOLMSTEADC))STOEPPELWERTH.COM
FWwww
IU PS Dig",Safety.
and Plaint Protection Service
Know what's below.
Call before you dig.
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THIS INSTRUMENT PREPARED BY:
DENNIS D. OLMSTEAD
STOEPPELWERTH AND ASSOCIATES INC.
7965 EAST 106TH STREET
FISHERS, INDIANA 46038-2505
PHONE: (317) 849-5935
DEVELOPED BY:
MOHAWK WB, LLC
C/O PLATINUM PROPERTIES MANAGEMENT CO, LLC
INDIANAPOLIS, INDIANA 46256
PHONE: (317) 863-2053
CONTACT: PAUL RIOUX
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N. W. Cor., N. W.1/4 H
Sec. 31-T181V-R4E
Found Harrison Monu..
per H. S. Ties
PRIMARY PLA T
GRAMERCY WEST
CARMEL, INDIANA
ZONING - GRAMERCY WEST PUD
0
00
DENOTES HANDICAP RAMPS
37.
;1'
PROPOSED SUB SURFACE DRAIN
EXISTING LIGHT POLE
40'
ET„'ACK
EXISTING ELECT. TRANSFORMER
0
PROPOSED STORM SEWER LINE;
CURB INLET, MANHOLE & END SECTION
EXISTING ELECT. PEDESTAL
Q
PROPOSED WATER LINE
EXISTING ELECT. METER
�
�
�
EXISTING GUY HARE
W
EXISTING TELEPHONE POLE
-
EXISTING BURIED ELECTRIC LINE
o
EXISTING OVERHEAD ELECTRIC LINES
o
o
0
John W & Tracey L Smith
c
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Z
Parcel #16-10-31-01-03-003.000 ,IT
J
EXISTING BURIED CABLE T.V. LINE
-02
M
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�
EXISTING TRAFFIC MANHOLE
^
^
CL
O
=
_
EXISTING WATER LINE
EXISTING GAS VALVE
�
EXISTING SANITARY SEWER LINE; MANHOLE
EXISTING GAS METER
Q
EXISTING SANITARY CLEANOUT
z
yoo
EXISTING WATER VALVE
EXISTING STORM SEWER LINE; MANHOLE & ENDSECTION
PRIMARY PLA T
GRAMERCY WEST
CARMEL, INDIANA
ZONING - GRAMERCY WEST PUD
0
00
DENOTES HANDICAP RAMPS
EXISTING POWER POLE
0
PROPOSED SUB SURFACE DRAIN
EXISTING LIGHT POLE
00
PROPOSED SEWER LINE MANHOLE
EXISTING ELECT. TRANSFORMER
00
PROPOSED STORM SEWER LINE;
CURB INLET, MANHOLE & END SECTION
EXISTING ELECT. PEDESTAL
0
PROPOSED WATER LINE
EXISTING ELECT. METER
FLOODWAY FRINGE
EXISTING GUY HARE
EXISTING FLOW LINE
EXISTING TELEPHONE POLE
-
EXISTING BURIED ELECTRIC LINE
EXISTING TELEPHONE PEDESTAL
EXISTING OVERHEAD ELECTRIC LINES
o
EXISTING BURIED TELEPHONE LINE _
c
EXISTING TELEPHONE LINE
EXISTING CABLE T.V. PEDESTAL
J
EXISTING BURIED CABLE T.V. LINE
-02
--
-'
EXISTING CABLE T.V. LINE
EXISTING TRAFFIC MANHOLE
^
^
CL
EXISTING GAS UNE
EXISTING TRAFFIC CONTROL BOX
EXISTING WATER LINE
EXISTING GAS VALVE
�
EXISTING SANITARY SEWER LINE; MANHOLE
EXISTING GAS METER
Q
EXISTING SANITARY CLEANOUT
EXISTING WATER METER
yoo
EXISTING WATER VALVE
EXISTING STORM SEWER LINE; MANHOLE & ENDSECTION
LL
CL
Z�
EXISTING FIRE HYDRANT
AM
LL
t
F M
EXISTING MAILBOX
EXISTING SQUARE FLAT INLET
PROPOSED EMERGENCY
EXISTING FENCE LINE
OVERFLOW ROUTE
10
LOT NUMBER
D.U.&S.S.E.
DRAINAGE UTILITY & SANITARY SEWER EASEMENT
D.&U.E.
DRAINAGE & UTILITY EASEMENT
D.U.S.S.&L.M.A.E. DRAINAGE UTILITY SANITARY SEWER
&
LANDSCAPE MAINTENANCE ACCESS
EASEMENT
B.L.
BUILDING LINE
P.A.E.
PEDESTRIAN ACCESS EASEMENT
I.E.E.
INGRESS / EGRESS EASEMENT
DRAWN BY:
CHECKED BY
Lot Type A
GDK
(lots 125-128, 220-234)
SHEET NO.
Min. lot area - 4,000 sq.ft.
C
00
Min. width - 50'
W
R
Min. side setback - 5'
t
Min. rear setback - 10'
Lot Type B/F (Townhomes)
(lots 1-30,79-88,101-104,135-166)
Min. lot area - 1,000 sq.ft.
Min. width - 16'
Min. width at right-of-way - 14'
Min. front setback - see street cross-sections
Min. side setback - 5'
Min. rear setback - 10'
Lot Type C
(lots 38-71, 129-134, 167-170, 187-195)
Min. lot area - 1,600 sq.fL
Min. width - 28'
Min. width at right-of-way - 25'
'
Min. side setback- 3'
Min. rear setback - 5'
Lot Type D
(lots 31-37 72-78, 171-186, 196-219, 235-242)
Min. lot area - 2,000 sq.ft.
Min. width - 31'
Min. width at right-of-way - 15'
S89'50'1`5
E 2584.72'
Min. front setback - see street cross-sections
C.L. EAST 126TH STREET _
Min. side setbadk - 3'
Min. rear setback - 5'
316 (L8'
Lot Type E (Doubles)
(lots 89-100, 105-124)
Min. lot area - 1,500 sq.fL
��-
North Line,
N.W. 1J4, Sec:31—'T BN—R4�
Min. width at right-of-way - 20'
Sec, 31-T18N-R4E
Min. front setback - see street cross-sections
Calculated Location
Min. side setback - 3'
from Deed Information
Min. rear setback - 10'
�W-
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S89050'16"E 342.79'
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26.33'
16.34' 26.33'
26.33' 16.34' `, 26.'
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16.34'
26.33'
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48.8T`
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10 .' icUl.
10' B.L.STING
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2,132 sq.ft.
2,129 sq.ft.
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\ .:2,211 sq.ft. " 9' 2,211 sq.ft. 5'B .L. 5�
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sw
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3 ' D. :&S. ra -
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192 + b
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225 a 169 21' E.E. `� 1,429 sq.ft. _ N
A
N90°00'00"W 71.72' M 2,213 ft. `" M
�1• 2,213 sq.ft.
`. �M
F- N90° 0000„E 67:.00
40' ET CK\ N w ° „ 191 Qom w r"
D. .&S. N90000'00"W 70.25' v� c.P 2" Rc.P. N90 00 00 W 70.25' 1,429 sq.ft. `'
o ^ N90°00'00"E 67.60'
James K Martin Jr & Annette Martin C.A.#17 �, 220 21'E.E.'' ' 224 i 170 _
Parcel #16-10-31-01-04-002.000 n h�^'� �'`^ " 2,213 sq.ft. 190 C
4, 06 s .& 4,015 sq.ft. 2,213 sq.ft. � q
IN
91 ,;.;R/W N 8'
F,4 AR .U.S. 4 ` 1,764 sq.ft.
(� L.M. .E.&° .a N90°00'00"W 70.25' a �—
m P.A E. W N90 00'00"W 70.25 b Op
c cv h w - 'N90°00'00"E 67.00' I I 0
N90°00'00"W 71.66' o0 v M 223 I I 171
IT 12 w 189
2,213 sq.ft. 2,213 s '. ftmN
z 064 67.00' `M00qq. wa Wooo
O
N90
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W o N90°00'00"W 70.25' N90°00'00"W 70.25' 188 �. o Z I
221
0
1.094 s� ".ft.
4,011 sq.ft. _ 222 _ M 172 M N90°00'00"E 67.00'-? `
2,213 sq.ft.M 2,213, q.ft'
CD
187
30.0 I N90°00'00"W 70.25' 3 N90000'00!'W 70.25' LW 1,764 sq,ft. o`�
rq I rq N90°00100"W 71.60' D. E. o
' 151 ' 173 oo N90000'00E 67.00'
Phillip Knickrehm & Daniel Barkes °
M 2,213 sq.ft. "' "' 2,213'sq.ft. 186 "'•
Parcel #16-10-31-01-04-003.000 - I
> 70.25 0 „ 1,764 sq.ft. `' 3
g' L
cx� io 1S0 N90 00 00 W 70.25 I
^ 4,008 sq.ft. _ N90000'00"E 67.00''
W) .15
_ 174 185M
M� 2,213 sq.ft. men 2,213 sq.ft....... �M .a 1,429 q.ft ,' N
'� N90°00'00"E 70.25'
I +, _ N90°00'00"E,67.00'
,90'00'00"W`71.54' N90000'00"W 70.25' 184
12' I 12 0 0 1,429 sq;ft.
1
153 75
o 2,213 sq.ft.( 2,213 sq.ft. ' D. .&S. N90000'00"E 67.00' M
149 N90°00'00"E_70.25' M
Christine A Betlzer o p 183 ,0
Parcel #16-10-31-01-04-004.000 4,005 sq.ft. N90000'00"W 70.25' 21' E.E.N 1sq.C"14,764ft.
- o b o
154 '^ Ra P. Iz"R.C.P. 176 " N90°00'00'',E 67.00'
2,213 q.ft. 2,213 sq.ft. ' 182 '
N90 00'00 W 71:38 I � ' '
SEE C101
V
GRAPHIC SCALE
40' 0 20' 40'
00
LO
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IN FEET
1"=40 FT
N.E. Cor., N. W. 1/4
Sec. 31- T18N-R4E
Found Harrison Monu..
per H.C.S. Ties
N.E. Cor., N.E.1/4
Sec. 31-T18N-R4E
Calculated Location
from BLN survey
[Railroad Spike Found]
LEGEND
�C
DENOTES HANDICAP RAMPS
EXISTING POWER POLE
— — — — — —
PROPOSED SUB SURFACE DRAIN
EXISTING LIGHT POLE
PROPOSED SEWER LINE MANHOLE
EXISTING ELECT. TRANSFORMER
PROPOSED STORM SEWER LINE;
CURB INLET, MANHOLE & END SECTION
EXISTING ELECT. PEDESTAL
W
PROPOSED WATER LINE
EXISTING ELECT. METER
FLOODWAY FRINGE
EXISTING GUY HARE
EXISTING FLOW LINE
EXISTING TELEPHONE POLE
-
EXISTING BURIED ELECTRIC LINE
EXISTING TELEPHONE PEDESTAL
EXISTING OVERHEAD ELECTRIC LINES
EXISTING TELEPHONE MANHOLE
EXISTING BURIED TELEPHONE LINE _
EXISTING CABLE T.V. POLE
EXISTING TELEPHONE LINE
EXISTING CABLE T.V. PEDESTAL
J
EXISTING BURIED CABLE T.V. LINE
EXISTING TRAFFIC SIGNAL POLE
--
-'
EXISTING CABLE T.V. LINE
EXISTING TRAFFIC MANHOLE
^
^
CL
EXISTING GAS UNE
EXISTING TRAFFIC CONTROL BOX
EXISTING WATER LINE
EXISTING GAS VALVE
�
EXISTING SANITARY SEWER LINE; MANHOLE
EXISTING GAS METER
Q
EXISTING SANITARY CLEANOUT
EXISTING WATER METER
EXISTING WATER VALVE
EXISTING STORM SEWER LINE; MANHOLE & ENDSECTION
LL
CL
EXISTING CURB INLET
EXISTING FIRE HYDRANT
V
LL
EXISTING BEEHIVE OR ROUND INLET
EXISTING MAILBOX
EXISTING SQUARE FLAT INLET
PROPOSED EMERGENCY
EXISTING FENCE LINE
OVERFLOW ROUTE
10
LOT NUMBER
D.U.&S.S.E.
DRAINAGE UTILITY & SANITARY SEWER EASEMENT
D.&U.E.
DRAINAGE & UTILITY EASEMENT
D.U.S.S.&L.M.A.E. DRAINAGE UTILITY SANITARY SEWER
&
LANDSCAPE MAINTENANCE ACCESS
EASEMENT
B.L.
BUILDING LINE
P.A.E.
PEDESTRIAN ACCESS EASEMENT
I.E.E.
INGRESS / EGRESS EASEMENT
DRAWN BY:
CHECKED BY
Lot Type A
GDK
(lots 125-128, 220-234)
SHEET NO.
Min. lot area - 4,000 sq.ft.
C
00
Min. width - 50'
Min. width at right-of-way - 20'
Min. front setback - see street cross-sections
Min. side setback - 5'
Min. rear setback - 10'
Lot Type B/F (Townhomes)
(lots 1-30,79-88,101-104,135-166)
Min. lot area - 1,000 sq.ft.
Min. width - 16'
Min. width at right-of-way - 14'
Min. front setback - see street cross-sections
Min. side setback - 5'
Min. rear setback - 10'
Lot Type C
(lots 38-71, 129-134, 167-170, 187-195)
Min. lot area - 1,600 sq.fL
Min. width - 28'
Min. width at right-of-way - 25'
Min. front setback - see street cross-sections
Min. side setback- 3'
Min. rear setback - 5'
Lot Type D
(lots 31-37 72-78, 171-186, 196-219, 235-242)
Min. lot area - 2,000 sq.ft.
Min. width - 31'
Min. width at right-of-way - 15'
Min. front setback - see street cross-sections
Min. side setbadk - 3'
Min. rear setback - 5'
Lot Type E (Doubles)
(lots 89-100, 105-124)
Min. lot area - 1,500 sq.fL
Min. width - 24'
S W- Cor-., N. E. 1/4
Min. width at right-of-way - 20'
Sec, 31-T18N-R4E
Min. front setback - see street cross-sections
Calculated Location
Min. side setback - 3'
from Deed Information
Min. rear setback - 10'
9
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S&AJOB NO.
65840BKM
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DRAWN BY:
CHECKED BY
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SHEET NO.
C
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S&AJOB NO.
65840BKM
6
THIS INSTRUMENT PREPARED BY:
DENNIS D. OLMSTEAD
STOEPPELWERTH AND ASSOCIATES INC.
7965 EAST 106TH STREET
FISHERS, INDIANA 46038-2505
PHONE: (317) 849-5935 PRIMARY PLAT
N. W. Cor., N.E.1/4
Sec. 1
DEVELOPED BY: Fouund Harriison M u.. LEGEND
MOHAWK WB, LLC per H.C.S Ties
C/O PLATINUM PROPERTIES MANAGEMENT CO, LLC
INDIANAPOLIS, INDIANA 46256
DENOTES HANDICAP RAMPS ' EXISTING POWER POLE
GRAMERCY WEST
PHONE: (317) 863-2053 — — — -- —
PROPOSED SUB SURFACE DRAIN EXISTING LIGHT POLE
CONTACT: PAUL RIOUX CARMEL, INDIANA 0 PROPOSED SEWER LINE; MANHOLE EXISTING ELECT. TRANSFORMER
— _ __*_ PROPOSED STORM SEWER LINE; EXISTING ELECT. PEDESTAL
CURB INLET, MANHOLE & END SECTION
ZONING - GRAMERCYWE TPUD
W PROPOSED WATER LINE EXISTING ELECT. METER
"r, FLOODWAY FRINGE EXISTING GUY HARE
- - EXISTING FLOW LINE EXISTING TELEPHONE POLE
-- - EXISTING BURIED ELECTRIC LINE EXISTING TELEPHONE PEDESTAL
SEE C100 '
EXISTING OVERHEAD ELECTRIC LINES EXISTING TELEPHONE MANHOLE
I ' 14cJ N90°00'00"E.70.25' 183 r ,- EXISTING BURIED TELEPHONE LINE EXISTING CABLE T.V. POLE
4,005 Sq.ft. o EXISTING TELEPHONE LINE EXISTING CABLE T.V. PEDESTAL
x N90 00'00' W 70.25' IVA cv
1, 6 S EXISTING TRAFFIC SIGNAL POLE
74 ft
4 I
Christine A Betlzer ` EXISTING BURIED CABLE T.V. UNE
o O 12"RC.P. 12"RC.P. EXISTING TR FFl154 176 N90°00'00' 67.00' A C MANHOLEParcel #16-10-31-01-04-004.000 EXISTING CABLE T.V. LINE
2,213 sq.ft. 2,213 sq.ft.N90°00'00"W 71.48' EXISTING TRAFFIC CONTROL BOX
N90°00'00"E 70:25' 182 EXISTING GAS LINE80' JEXISTING GAS VALVE
D. .&S. N90°00'00"W 70.25' N90°0q 0°E 67.00' 2 ' EXISTING WATER LINEo o EXISTING SANITARY SEWER LIANHOLE
EXISTING GAS METER
21' E.E: 155 d 177 jcn �I EXISTING WATER METER
181 EXISTING SANITARY CLEANOUTE M14� 2,213 Sq.ft. 2,213 sq.ft.
4,001,429 sq.ft. `� EXISTING WATER VALVE
N90°00'00"E 70.25' ° EXISTING STORM SEWER LINE; MANHOLE & ENDSECTION
° N90 00'00"E 67.00 GRAPHIC SCALE EXISTING FIRE HYDRANT
N90 00'00"W 70.25' ' 0'i.� b m ;a. EXISTING CURB INLET o oc180 40' 0 20' 40' EXISTING MAILBOX
o r EXISTING BEEHIVE OR ROUND INLET
N90 0000'W 71.42 Paige Wareham & Gregory S Bernloehr 156 D E ^ 1'781,429 sq.ft.Parcel#16-10-31-01-04-005.000 40 ET -A K STING AR TIN T
2,213:sq.ft._ 2,213 sq.ft. 'N90°00'00"E 67.04' EXISTING SQUARE FLA LE
A a ,� ( IN FEET )
N90°00'00"W 70.25' N90°00'00"W 70.25' M M ¢ I I
PROPOSED EMERGENCY
EXISTING FENCE LINE OVERFLOW ROUTE
`^ 179 , �`�
/ I 3 1 " = 4
s' SIDEWALK o� cRossWArtc - w �`?; OFT
p C.A.#15 VAR. D.U.S. b, — — — — — �, ,k M C.A. VAR. D.us. «± 1,764 sgg'.�ft.
a �" 022 },029 Sq.ft. &L.M.A.E. R2' ^1,035 s ft. &L.M.A E. 38`o N90°04'00"W 67.Q0' ocoo
78 55.75' R25' q• 55.75' 22 v]
73,�48.ft. x
S. - C R15' I r I < R15' I ' \
&L.M.A.E.& J0' a a d — . — I \ 10 LOT NUMBER
RA.E. TYP w 253.00' ; '' C.A.#5 w
-' w 2,624s ft.-- 3 Lci
I w U n v -..° _ IS"RCP. _ q,
„a D.U.&S.S.E. DRAINAGE UTILITY & SANITARY SEWER EASEMENT
VAR. D.U.S 75' b)�4
R25' C.A.#7 55.7 VAR D.U.S. 2 cn A F
C.A.#16' Rzs' ? VAR.-D.U.S.s v, u; ' D.&U.E. DRAINAGE & UTILITY EASEMENT
SIDEWALK k? &L.M.A.E. 974 s .ft. = CROSSWALK 'F = 974 sq.ft. &L.M.A.E. &L.M.A.E. D U S S &L M A E. DRAINAGE UTILITY SANITARY
M N90°00'00"W 70.25' zo.2s— N90°00'p0"E 70.25'— J SS EASEMENT
N90°00'00`E 67.OQ' MAINTENANCE ACCESS LANDSCAPE MA
SEWER &
W
Loren J & Erin Haskett
Parcel #16-10-31-01-04-006.000 N90°IlIl'0 " 1.32— 157 - 34 m 33 ^ �w
B L BUILDING LINE
P A E PEDESTRIAN ACCESS EASEMENT
2 213 sq ftA >4 2 213 sq.ft. �^
M M -.._ M M y -
1 769 s .ft. a LE.E. INGRESS EGRESS EASEMENT
Berry M Trefethen & Brian G Wade
Parcel #16-10-31-01-04007.000
John & Tammy Caldwell
Parcel #16-10-31-01-04-008.000
Timothy C & Donna R Gray
Parcel #16-10-31-01-04-009.000
Timothy D & Tamaras S Sachs
Parcel #16-10-31-01-04010.000
Gordon Lee & Jeannie D Paddock
Parcel #16-10-31-01-04-011.000
Donald D Merrick
Parcel #16-10-31-01-04-012.000
John P & Karen S Carter
Parcel #16-10-31-01-04-013.000
Robert L & Betty Yunker
Parcel #16-10-31-01-04014.000
,5
rn
OF
to
-1 > N90°00'00"F, 67.74'
N9000 '00"E 70.25' c
I
_ N90°00'00"W'70.25' w 32 " R=165.00'
oN 147 E CID> 1,120sq.ft. r°
0
4,028 s � I I
q•ft. ^; 158 W a ,_; 35 .:: .a `. N90.90000'E 69.57 _ ": I 't
`^ 2,213 sq.ft. " a `^ 2,213 sq.ft; `+ s _ T=100.605
N90000'00"E 70.25' wo _31 p N cRos
' N90°00'00"E 71.26' o 1, 0 2,224 sq.ft. r �` f
N90 0000 W 70.25 0 ,150 I
wl .a 5
2_E
36 0 131'1° 6 d \ � j
` 159
06
2,213 sq.ft. `^ "' 2,213 sq.ft. 3 ' D &S`'
D. (0
/ N90°00'00"E 70.25' 30 A N
ft.
I 146 o N90'00'00"W 70.25 2,516
'q 0'3 • r,
21 E.E. 21'E.E.E _ o ry -
4,024 sq.ft. _ - 03609 0 •o io
160 37 �ybs o0
2,213 sq.ft. `^ 2,213 sq.ft. - 1,4 Osq.ft. n� o
N90000'00"E 71.20' N90°00'00"E 70.25 g2 O
N90°00'00"W 70.25'
ZI
� 6$
12' 12 $
161 38 2,344 sq.ft.
72 ` 6
2,213 sq.ft. 8' 2,213 sq.ft. `
€ b y 19 1', -
145 N90°00'00"E 70.25' 27 r
^ I 9o° '00"W , 2,002 sq.ft. ^1t> 6P 0'3
I 4,021 sq.ft. N90°00'00' W 70.25 18. b '
e
W o o o o R 0.0
M 162 39 709 , Qo ti 26 o s
.� 5=
ry ,
N90°00'00"E 71.14' I c c 2,213 sq.ft. N 2,213 sq.ft.
�i
o N90°00'00"E 70.25'
ill p .J, `�`J., �1'`�
z N90000'00"W 70.25' o. 25
2 f
\y� ,033 sgft.,�
163 40:, �6 �c6� ,;5 16-3 4g3
o 144 2,213 sq.ft. 2,213 sq.ft.
4,017 sq.ft. I ?�, ' N90°00'00"E 70.25'
N ° t�C.A.#4 L 2,196 s ft.
N90°00'00"W 70.25' q•
4,754 sq.ft.
b o o b VAR. D.U.S.
N90°00'00"E 71.07' , I '
23
164 41 &L.M.A.E. _
2,213 s ft. 2,213 sq.ft. d,IIS �9
1633 \
3)„(�
1
�t
N90°00'00"E 70.25' I222 �y •o�1,8
54sq.ftb ^� 63g ,b\qqld
'"
12' 229 sq.ft ET411 N90°00'00"W 70.25' c 21 ho
o47.85'
_.
ry1 b� ry� �o'dg, o�OS
143 165 42kn
4,014 sq.ft. 2,213 sq.ft. 2,213 sq.ft:. N90°00'00'B L=16.8�Z �cn 39 20
°aI 3 ' D. .&S.
N90°0000E5` 37. R \,s2g'; 70275.39�2 2 t 1094,
19
N90°00'00"W 70.25' �� 21' E.E. 1,765 sq.ft.
N90°00'00"E 71.01'` 18,% N h b oiol �N 26 33 q Lk 26\ cp maya.
FT
9
\�
D. S. s B.L. 765 sq.t
166 43 ti
14=
y� 6 ° 0 3
Q 2,213 sq.ft. 2 213-sq.ft,. 21' E.E. o� °e° o^0 3 qL 26 094 s 163
N94 00'pq"E 70.25' L q
D. E. I \
gyp/ / �D �, b O. ��f 16
r7
.� W 263 ?
N90°00'00"W 70.25' 53' 764 sq.51 52' 15142 2,303 s c
1p,qft./,5sqft,j q•ft.
4,010 sq.ft.sq.ft.
d 2 6
33, 41"
\
i
o v 2,143 s ft, s 1,764 s ft.
7" R.C.. 36' RC.P. 44 R1 / q• '7 ........ 8 q'
o ° _o $5. b �b�. 14 �Y �� o eL• 163
In
a 2,590 sq.ft. 2,590 sq.ft. v' `^ °^�'� 2,121 sq:ft. , 3 094 3
c I Qo 5' B.L. 5' B.L. ^ G4. "a 5' B.L. 5 B.L.' i �o p N b V 26
�cA 0.25 56
m 3V.0 ' 0.95 o.2s 13
— —
7.02. z" 1,764 sq.ft.
944 ft 3
CROS ALK dF CROSSWALK CROS ALK .' ; : % , 12
\
DEWALK z0'"R.c.. 5' SIDEWALK n c.P. R2o.25' — — — — 5' SIDEWALK 5' SIDEWALK 0p �`y 1, sq. 58 sBL, 163 1,764 sq.ft �N b..,bo°�ry� 2633
o
20 R20' �x "'1,712 sq.ft. 2J3 3, 11 ti oo 133 `
TYP. L. \
Rls' b h 1'3 s .ft. ,094 sq. b' h� ,W 2 � A=4/i',: 14'20n
N90000'00" N90 YR11:
R15' N, ¢ N90°00'00"E 3 N90°00'00„E 87 60 S s� 10 —i
q 11,764s�, h R-23 00
a y `'� 33 62° ft. o
STREET C o g 6 i91' u oo 1,387 sq.ft.3 „ q'
111.40 � 253.00' , 2 �^
1 9 �ti b w 2912\ 1-18L.$1 ,
— W._ — —z -- — — _ R, 1 h ” o "� 1,71 sq.ft. ; 1,764 sq.ft. 7-96.314
CRO WALK yr �k CROSSWALK �k CR ALK et �' �D, �Q .33, t �� b 0,tih bh' ,�;�`" / 62 8 b °',h °�`' o^' rYb O� •rho t i-.
X0.91' 50' 100.5b .L. 41' �`� 12 sq.ft. 094 sq: . ^� �"`` b^• 3s o0' 6
5' B.L. 5' B.L. q= a 5,.B.I . 72 �ry 31 2 63.
7
s 7
, J o /� ` L
ryp1,787 sq.ft.�
"
126 45 50 I8sq.a 2,303 sq.ft2,305 sggft. 232sq.ft. 3 64
6
b4' i, 0 s26
Q,
fj
1,387 sq.ft. 1,981 sq.ft. ,\p'
125 0 * N90000'00"E 65.50' a¢ 3 ' D. .&S..E \ h" 65 5
C) b h 33, 8 a P
4,394 s .ft. 0 o ° �C S °ti o� ^1 1,712 sq.ft.
0 sq. ^sem O A \'
q z W N90 00'00"W 66.710' - 21' E.E. N90 00.00: W 66.00 620 26 _ _r; 3
1
M A C.A.#12 C^' b`' °.`' 0 3 66 ti 4. ,
�^ 46 9 ' w 'y r \ �l F yA o ^� 1,712 sq.ft.
2,768 sq.ft. 5 m
- I
127 N° 14,263 sq.ft. 1 `a N 4 00
N A l 69 3 �`” b�, ` r \
0 �� 3 ' D. .&S. 1,856 sq.ft. VAR- D.U.S.- , '� 1,870 sq.ft.
N90 00 00 E 70.84 30 C.A.#3
&L.M.A.E.& - - J3,371 S .ft: Slb r.` y. �rV h• N 1,387 sq.ft.
' o , n P.A.E. D. .E. b , `" , _ o , u q -n- _ .�„ , 191 r" �'V V \ `, b o'�,4' 68 �5 �, ` `. .. ..-----
21 E.E. N90 00 00 W 65.50 N90 00 00 W 66.00 N90 ,00 OQ W 66.00 vnR 1g gLk \ Nom/ ^ 0 3 sq.ft.
s �3
&LMA$.& �. o M 87 9• 9 3
47 0 0 48" PA.E....
1,3
4.
cv o 2 BL n' o0 3 2,789 sq.ft. 56 o 9�
5' SIDEWALK 1,870 sq.ft. o0 0' 1,870 sq.ft. s " ti 3�•
- 0 5' SIDEWALKbh orh o ti \ gLp51� 8p`
o "� , 69 b °
124 C 28.33' 28.33' 28.33' .-'28.33' N90°00'00"W 66:00'_ a' N90°00'00"VV 66.00' I hi '~
o „ 33 1,681 sq.ft,
4,319 sq.ft. 3 w .67 28.33' 28.33' 28.33' 28.33' 28.33' 28.33' R20' C a 2
W M cq\ �h, �✓ ,� _
133 .a ,.., a, 134
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,
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❑. - 2,8181,870 sq.ft. 1870 s.ft. 0C.A.#2
CD 00 0 2;840 sq.ft.
0
N90000'00"W 70.77' b, N90°00'00 W 66.00'" N90°00'00'W 66.00' W VAR. D.U.S.S.00 0 00 o0 v,
v vi °_i S82°07 3
0 &Lo �o l o
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130 131 13 2 v 136 137 138 0139 1401,924 sq.ft. 129 141
2 5771,929 sq.ft. 1,9315's4 -Aft. 193 ft2,559sq•ft.1,856 sq.ft. 1,856 sq.ft. 1,856 sq.ft. 1,856 sq.ft. 1,856 sq.ft. 1,856 sq.ft.
ft .
80.75' -�aQf
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2873
3,169 sq.fl123 5B.L8' 5'B.L. 5 B.L. 5B.LYBL.
4,0 -1973r 28 3� �b2S33— 2833, 28. 28.
0, w - RIs' 31' EW ce \
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5' W.E. A 207.64' 1, 0 sq. 296.27 _ A - s <,
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7965 EAST 106TH STREET
FISHERS, INDIANA 46038-2505
PHONE: (317) 849-5935
DEVELOPED BY:
MOHAWK WB, LLC
C/O PLATINUM PROPERTIES MANAGEMENT CO, LLC
INDIANAPOLIS, INDIANA 46256
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DENOTES HANDICAP RAMPS
EXISTING POWER POLE
— — — — — —
PROPOSED SUB SURFACE DRAIN
EXISTING LIGHT POLE
PROPOSED SEWER LINE; MANHOLE
EXISTING ELECT. TRANSFORMER
PROPOSED STORM SEWER LINE,*EXISTING
ELECT. PEDESTAL
CURB INLET, MANHOLE & END SECTION
W
PROPOSED WATER LINE
EXISTING ELECT. METER
- -
FLOODWAY FRINGE
EXISTING GUY WIRE
--
EXISTING FLOW LINE
-
EXISTING TELEPHONE POLE
- --
EXISTING BURIED ELECTRIC UNE
EXISTING TELEPHONE PEDESTAL
--
EXISTING OVERHEAD ELECTRIC LINES
EXISTING TELEPHONE MANHOLE
- -
EXISTING BURIED TELEPHONE LINE'
EXISTING CABLE T.V. POLE
EXISTING TELEPHONE LINE
EXISTING CABLE T.V. PEDESTAL
-
EXISTING BURIED CABLE T.V. LINE
EXISTING TRAFFIC SIGNAL POLE
-
EXISTING CABLE T.V. LINE
EXISTING TRAFFIC MANHOLE
- ---
EXISTING GAS LINE
EXISTING TRAFFIC CONTROL BOX
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EXISTING WATER UNE
EXISTING GAS VALVE
EXISTING SANITARY SEWER LINE; MANHOLE
EXISTING GAS METER
y
EXISTING SANITARY CLEANOUT
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GRAPHIC SCALE
EXISTING CURB INLET
y ,
EXISTING MAILBOX
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EXISTING BEEHIVE OR ROUND INLET
EXISTING SQUARE FLAT INLET
PROPOSED EMERGENCY
( IN FEET )
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EXISTING FENCE LINE
OVERFLOW ROUTE
V 40 FT
10 LOT NUMBER
D.U.&S.S.E. DRAINAGE UTILITY & SANITARY SEWER EASEMENT
D.&U.E. DRAINAGE & UTILITY EASEMENT
D.U.S.S.&L.M.A.E. DRAINAGE UTILITY SANITARY SEWER &
LANDSCAPE MAINTENANCE ACCESS EASEMENT
B. L. BUILDING LINE
P.A.E. PEDESTRIAN ACCESS EASEMENT
I.E.E. INGRESS / EGRESS EASEMENT
N89'51'34"W 1795.31' South Line, N.W. 1/4, Sec.31—T187V—R4E
South Line, N.E. 1/4, Sec.31—T18N—R4E
S W. Cor., N.E 1/4
Sec. 31— T18N—R4E
Calculated Location
from Deed Information
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STOEPPELWERTH AND ASSOCIATES INC.
7965 EAST 106TH STREET
FISHERS, INDIANA 46038-2505
PHONE: (317) 849-5935
DEVELOPED BY:
MOHAWK WB, LLC
C/O PLATINUM PROPERTIES MANAGEMENT CO, LLC
INDIANAPOLIS, INDIANA 46256
PHONE: (317) 863-2053
CONTACT: PAUL RIOUX
LEGEND
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DENOTES HANDICAP RAMPS
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CURB INLET, MANHOLE & END SECTION
W
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- -
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- -
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- -
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-
EXISTING BURIED TELEPHONE LINE
SHEET NO.
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U
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10 LOT NUMBER
PRIMARYPLAT
GRAMERCY W__EST
CARMEL, INDIANA
ZONING - GRAMERCY WEST PUD
EXISTING POWER POLE
EXISTING LIGHT POLE
EXISTING ELECT. TRANSFORMER
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EXISTING TRAFFIC SIGNAL POLE
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EXISTING TRAFFIC CONTROL BOX
EXISTING GAS VALVE
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EXISTING WATER METER
EXISTING WATER VALVE
EXISTING FIRE HYDRANT
EXISTING MAILBOX
PROPOSED EMERGENCY
OVERFLOW ROUTE
D.U.&S.S.E. DRAINAGE UTILITY & SANITARY SEWER EASEMENT
D.&U.E. DRAINAGE & UTILITY EASEMENT
D.U.S.S.&L.M.A.E. DRAINAGE UTILITY SANITARY SEWER &
LANDSCAPE MAINTENANCE ACCESS EASEMENT
B. L. BUILDING LINE
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I.E.E. INGRESS / EGRESS EASEMENT
GRAPHIC SCALE
40' 0 20' 40'
( IN FEET )
V=40 FT
SEE C102
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Sec. 31-T18N-R4E
Calculated Location
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SHEET NO.
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S&AJOB NO.
THIS INSTRUMENT PREPARED BY:
DENNIS D. OLMSTEAD
STOEPPELWERTH AND ASSOCIATES INC.
7965 EAST 106TH STREET
FISHERS, INDIANA 46038-2505
PHONE: (317) 849-5935
DEVELOPED BY:
MOHAWK WB, LLC
C/O PLATINUM PROPERTIES MANAGEMENT CO, LLC
INDIANAPOLIS, INDIANA 46256
PHONE: (317) 863-2053
CONTACT: PAUL RIOUX
PRIMARYPLAT
GRAMERCY WEST
CARMEL, INDIANA
ZONING - GRAMERCY WEST PUD
31' D.U.S.S.E.
21'-0" I.E.E.
5'-0" 6„ 20'-0" 6" 5'-0"
SETBACK SETBACK
SLOPE: 1/4" / FT.
DEPRESSED CURB AND GUTTER
\/\/\/\/\/\/\/\/ /\/\/\/\/\/\/\/\ DEPRESSED CURB AND GUTTER
STONE BASE TO \/\\/\\/\\/\\/\\/\\/ \\/\\/\\/\\/\\/\\/\\'
EXTEND UNDER CURB STONE BASE TO
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COMPACTED /�\/(\\//\/�//\//\// ' EXTEND UNDER CURB
//\///\/\\//\\/�\
S.S.D. TO BE INSTALLED UNDER DOUBLE WALL, HANCOR HI Q
CURB, BOTH SIDES OF STREET S.S.D. TO BE INSTALLED UNDER
CURB, BOTH SIDES OF STREET
21' PRIVATE ALLEY
NOT—TO—SCALE
5'-0" 5'-0" 5'-6" 6"
SETBACK SIDEWALK GREEN BUFFER
CHAIRBACK CURB
STONE BASE TO
EXTEND UNDER CURB
DOUBLE WALL, HANCOR HI Q
S.S.D. TO BE INSTALLED UNDER
CURB, BOTH SIDES OF STREET
5'-0" 5'-0
11
6" 81-0y' 12'-0"
SETBACK SIDEWALK PARKING LANE
SLOPE: 1/4" / FT.
10'-0"
SLOPE: 1/4" / FT.
50'-0" R/W
COMPACTED
SUBGRADE
50' PUBLIC RIGHT-OF-WAY
STREET B & C
NOT—TO—SCALE
10'-0"
SLOPE: 1/4" / FT.
9 P-6" R/W
6" 5'-6" 5'-0" 5'-0"
PARKING LANE GREEN BUFFER SIDEWALK SETBACK
DEPRESSED CURB AND GUTTER
STONE BASE TO
EXTEND UNDER CURB
DOUBLE WALL, HANCOR HI Q
S.S.D. TO BE INSTALLED UNDER
CURB, BOTH SIDES OF STREET
6" 39'-6" 611
GREEN
CHAIRBACK CURB
STONE BASE TO it
/\\/\\/\\/\\/\\/\\�\ .', . •. •.
EXTEND UNDER CURB
DOUBLE WALL, HANCOR HI Q
S.S.D. TO BE INSTALLED UNDER
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Y-0"
10'-0" 5'-0" 8'-6" 10'-0" BUFFER 6" 8'-0"
SETBACK SIDEWALK STREET TREES ASPHALT PARKING LANE
BIKE LANE
4 IV IV IV IV 4 IV
CHAIRBACK CURB
STONE BASE TO
EXTEND UNDER CURB
DOUBLE WALL, HANCOR HI Q
S.S.D. TO BE INSTALLED UNDER
CURB, BOTH SIDES OF STREET
COMPACTED
SUBGRADE
91-6 PUBLIC RIGHT-OF-WAY
BOULEVARD
STREET D
NOT—TO—SCALE
80'-0" R/W
12'-0" 81-011 611
5f-011
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51-0
PARKING LANE
SIDEWALK SETBACK
SLOPE: 1/4" / FT.
----------------
:� STONE BASE TO
a .
EXTEND UNDER CURB
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CHAIRBACK CURB
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C„
CURB, BOTH SIDES OF STREET
10'-0" 10'-0" 8'4" 6" Y-0"
SLOPE: 1/4' / FT.
COMPACTED
SUBGRADE
80' PUBLIC RIGHT-OF-WAY
BOULEVARD
STREET A
NOT—TO—SCALE
10'-0"
SETBACK
3' BUFFER
PAINTED, TEXTURED, STRIPED OR
FREE STANDING PLANTERS
TYPICAL ENTRANCE FROM MAIN BOULEVARD
SCALE: 1"=20'
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PARKING LANE SIDEWALK STREET TREES
SLOPE: 1/4" / FT.
/
CHAIRBACK CURB
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a .
EXTEND UNDER CURB
RIGHT-OF-WAY
56 G" MAL STREET
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10'-0"
SETBACK
3' BUFFER
PAINTED, TEXTURED, STRIPED OR
FREE STANDING PLANTERS
TYPICAL ENTRANCE FROM MAIN BOULEVARD
SCALE: 1"=20'
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330I/SYD. HMA BASE. TYPE 'B', 25.0 mm ON
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INDOT SUBGRADE TREATMENT, TYPE 18 OR 1C
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NOTES:
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EWS
1 08-18-17
SHEET NO.
C901
S & A JOB NO.
65840BKM
LEGEND:
STORM PIPE/STRUCTURE
CLEARANCE ZONE (NO TREES)
FIRE HYDRANT CLEARANCE
ZONE (NO TREES)
I� VISION CLEARANCE
TRIANGLE (NO TREES)
` TREE PRESERVATION
FENCING (SEE SHEET C903)
•rrr
NOTES:
ALL PLANTS MUST BE
INSTALLED ACCORDING
TO THE PLANTING DETAILS
DEPICTED ON SHEET C903.
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PLANT SCHEDULE:
Abies balsamia var. phanerolepis - 14 @ 6'
(Canaan Fir)
Celtis occidentalis 'Prairie Pride'- 49 @ 2.5"
(Prairie Pride Hackberry)
O Celtis occidentalis 'Prairie Pride'- 15 @ 2.5"
(Prairie Pride Hackberry)
Crataegus crus-galli 'Inermis' - 10 @ 1.5"
0 (Thornless Cockspur Hawthorn)
Gleditsia triacanthos var. inermis 'Draves' - 26 @ 2.5"
x (Street Keeper Honeylocust)
O Gleditsia triacanthos var. inermis 'Skycole' - 37 @ 2.5"
(Skyline Honeylocust)
Liquidambar styraciflua 'Rontundiloba' - 35 @ 2.5"
' _I ' (Rontundiloba Sweetgum)
O Liquidambar styyraciflua 'Rontundiloba' - 24 @ 2.5"
(Rontundiloba Sweetgum)
Liriodendron tulipifera - 43 @ 2.5"
' (Tulip Tree)
O Liriodendrton tulipefera - 21 @ 2.5"
(Tulip Tree)
`\\,111,1 Picea abies - 26 @ 6'
(Norway Spruce)
\IIu. Pinus strobus - 19 Q 6'
(Eastern White Pine
O Platanus x acerifolia 'Exclamation' - 31 @ 2.5"
(Exclamation London Planetree)
Quercus robur - 45 @ 2.5"
° (Red Oak)
OQuercus robur - 14 @ 2.5"
° (Red Oak)
Ulmus japonica x wilsoniana 'Morton' - 38 @ 2.5"
(Accolade Elm)
O Ulmus japonica x wilsoniana 'Morton' - 23 @ 2.5"
(Accolade Elm)
PLAN
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0902
S & A JOB NO.
65840BKM
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1
DATE:
EWS
08-18-17
SHEET N0,
0902
S & A JOB NO.
65840BKM
Remove any container
or twine and burlap.
Backfill using existing soil.
Water thoroughly to
eliminate air pockets. —
Add 1-2 inches of
hardwood mulch.
Keep mulch 3 inches
from trunk.
Remove tags and
labels.
Prune only dead or
broken branches or
double leaders.
Remove excess soil
to locate and expose
root flare.
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ft flare should be
inches above
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ish grade.
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Remove all wire baskets,
twine and burlap.
Before tree is in the hole,
remove bottom of basket
cutting horizontally.
After tree is in the hole,
remove rest of basket
cutting vertically.
Backfill using existing soil.
Water thoroughly to
eliminate air pockets. —
Add 1-2 inches of
hardwood mulch.
Keep mulch 3 inches
from trunk.
0
Remove tags and
Remove trunk wrap
labels.
if necessary.
Prune only dead or
Remove all wire baskets,
broken branches or
twine and burlap.
double leaders.
Before tree is in the hole,
Stake tree
remove bottom of basket
if necessary.
cutting horizontally.
After tree I' in the hale,
Remove excess soil
remove rest of basket
to locate and expose
cutting vertically.
root flare.
Backfill using existing soil.
F
Water thoroughly to
Root flare should be
eliminate air pockets. —
1-2 inches above
finish grade.
Add 1-2 inches of
W
hardwood mulch.
Finish grade.
Keep mulch 3 inches
2
�
from trunk. —�
0
Remove tags and
labels.
Prune only dead or
broken branches or
double leaders.
Stake tree
if necessary.
Remove excess soil
to locate and expose
root flare.
Root flare should be
1-2 inches above
finish grade.
Finish grade.
La
Drip Line.
Minimum 4 foot chain
link or high visibility
plastic mesh fence. —
Metal fence post.
PLANT SCHEDULE:
' O McBdiiu)m Evergreen Shrubs - 96 @ 5 Gallon
s
® Medium Flowering Shrubs - 76 @ 3 Gallon
(TBD)
Broad Perennial Mix - 416 @ 1 Gallon
0000 + (TBD)
Narrow Pereniial Mix - 792 @ 1 Quart
t (TBD)
call before you dig.
�— Drip Line.
t
Existing grade.
\ / \ / \ / %
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65840BKM
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TOWNSHIP:
RANGE:
31
18N
R4E
DRAWN BY:
DATE:
EWS
08-18-17
SHEET NO.
C903
S & A JOB NO.
65840BKM