R-1762 - 11/13/2018 - SUBDIVISIONS - Resolutions Supporting DocumentsREG BOT 111318 Agenda Item 8.A.2 - Lot 3 in the Franklin Sub -1900 Spring Rd- PP.doc
Page 1
ITEM 8.A.2
BOARD OF TRUSTEES MEETING
SAMUEL E. DEAN BOARD ROOM
BUTLER GOVERNMENT CENTER
1200 OAK BROOK ROAD
OAK BROOK, ILLINOIS
630-368-5000
AGENDA ITEM
Regular Board of Trustees Meeting
of
November 13, 2018
SUBJECT: Lot 3 in the Franklin Subdivision – 1900 Spring Road – Preliminary Plat –
Two (2) Lot Subdivision
FROM: Tony Budzikowski, AICP, Development Services Director
BUDGET SOURCE/BUDGET IMPACT: N/A
RECOMMENDED MOTION: I move to approve Resolution R-1762, which
approves a preliminary plat of subdivision for Lot 3 in the Franklin Subdivision at
1900 Spring Road.
Background/History:
At the October 23, 2018 meeting, the Village Attorney was directed to prepare the necessary
resolution granting approval of a preliminary plat of subdivision for Lot 3 of the Franklin
Subdivision located at 1900 Spring Road. The approval is for a 2-lot subdivision.
Recommendation:
Approve Resolution R-1762.
RESOLUTION 2018-SR-PP-EX-R-1762
A RESOLUTION APPROVING A PRELIMINARY PLAT OF SUBDIVISION
FOR LOT 3 IN THE FRANKLIN SUBDIVISION IN
THE VILLAGE OF OAK BROOK, ILLINOIS
1900 Spring Road
PIN: 06-23-302-006
WHEREAS, at its meeting on September 26, 2018, the Oak Brook Plan Commission completed
its review and deliberations on an application by Franklin 1900 Spring Road, LLC (“Owner”), the owner
of the 7.19-acre property located at 1900 Spring Road, known as Lot 3 in the Franklin Subdivision
(“Subject Property”), requesting approval of a preliminary plat of subdivision of the Subject Property into
two lots; and
WHEREAS, the Subject Property is legally described as follows:
LOT 3 IN THE FRANKLIN SUBDIVISION BEING A SUBDIVISION OF PART OF THE
SOUTHWEST QUARTER OF SECTION 23, TOWNSHIP 39 NORTH, RANGE 11 EAST
OF THE THIRD PRINCIPAL MERIDIAN ACCORDING TO THE PLAT THEREOF
RECORDED APRIL 27, 2018, PER DOC NO. R2018-036669, IN DUPAGE COUNTY,
ILLINOIS.
WHEREAS, the Subject Property is currently improved with a multi-tenant office building and an
ancillary parking lot; and
WHEREAS, by a vote of 4 to 0, the Oak Brook Plan Commission recommended approval of the
request for the preliminary plat of subdivision for the Subject Property, with certain conditions; and
WHEREAS, the Village President and Board of Trustees have reviewed the recommendations of
the Oak Brook Plan Commission and deem the preliminary plat of subdivision for the Subject Property, as
set forth below, to be in the best interests of the Village, subject to certain conditions;
NOW THEREFORE, BE IT RESOLVED BY THE PRESIDENT AND BOARD OF TRUSTEES OF
THE VILLAGE OF OAK BROOK, DU PAGE AND COOK COUNTIES, ILLINOIS as follows:
Section 1. Recitals. The foregoing recitals are incorporated herein by reference as though fully
set forth herein.
Section 2. Approval of Preliminary Plat of Subdivision.
A. Approval of Preliminary Plat. Subject to and contingent upon the conditions set forth in Section
3 of this Resolution, the Preliminary Plat of Lot 3 in the Franklin Subdivision, prepared by V3
Companies of Illinois, LLC, consisting of one sheet with a latest revision date of August 31,
2018, and attached to this Resolution as Exhibit A ("Preliminary Plat") is hereby approved.
The final plat of subdivision for the Subject Property must substantially conform to the
Preliminary Plat.
B. Authorization and Execution. The Village President, Clerk, and other appropriate Village
officials are hereby authorized and directed to execute and seal, on behalf of the Village, the
Preliminary Plat and the customary certifications indicating such approval.
C. Limitation on Approval. Approval of the Preliminary Plat does not constitute acceptance of a
final plat of subdivision for the Subject Property for recording. The approval of the Preliminary
Plat will be revoked, without any further action of the Board of Trustees, one year from the
date of this Resolution unless, prior to the expiration of the one-year period, the Owner files a
Resolution 2018-SR-PP-EX-R-1762
Lot 3 in the Franklin Subdivision – Preliminary Plat
1900 Spring Road - PIN 06-23-302-006
Page 2 of 3
final plat of subdivision for the Subject Property that substantially conforms to the Preliminary
Plat approved herein, or unless an extension is granted by the Village Board of Trustees.
Section 3. Conditions. The approvals granted in Section 2 of this Resolution are hereby expressly
subject to and contingent upon each of the following conditions:
A. That all of the subdivided lots on the Subject Property shall be subject to full stormwater
compliance, including, but not limited to, Title 9 of the Village Code of the Village of Oak
Brook, Illinois, as determined by the Village Engineer;
B. The approval of the Preliminary Plat in no way approves engineering permit application #18-7-
155 relating to stormwater compliance for the Subject Property;
C. Final engineering plans must be approved by the Village Engineer;
D. All improvements made on the Subject Property must comply with all applicable requirements
contained in the Zoning Ordinance of the Village of Oak Brook, Illinois of 1966, as amended
(“Zoning Ordinance”), that apply to properties located in the B-2 Regional Shopping Center
Zoning District; and
E. The Owner and all subsequent owners of the Subject Property shall comply with all
requirements of law, including without limitation, federal, state, and local laws, ordinances,
resolutions, and regulations, relating to the Subject Property.
Section 4. Severability. If any section, paragraph, clause or provision of this Resolution shall be
held invalid, the invalidity thereof shall not affect any of the other provisions of this Resolution.
Section 5. Effective Date. This Resolution shall be in full force and effect upon passage and
approval in the manner provided by law.
APPROVED THIS 13th day of November, 2018
Gopal G. Lalmalani
Village President
PASSED THIS 13th day of November, 2018
Ayes: ___________________________________________________________
Nays: ___________________________________________________________
Absent: __________________________________________________________
ATTEST:
_____________________________________
Charlotte K. Pruss
Village Clerk
Resolution 2018-SR-PP-EX-R-1762
Lot 3 in the Franklin Subdivision – Preliminary Plat
1900 Spring Road - PIN 06-23-302-006
Page 3 of 3
EXHIBIT A
Preliminary Plat of Subdivision
12"
66
0
.
0
8
659.
0
7
20"
21"
658.
9
7
659.2
0 660665665661662663664666666660660660661662662
1557
INLET
RIM=658.97
IE 12" RCP E=655.77
IE 12" RCP S=655.87 1518
INLET
RIM=659.07
IE 12" RCP W=655.87
1558
INLET
RIM=659.20
IE 12" RCP N=656.30
1424
INLET
RIM=660.08
IE 15" RCP NW, SE=656.28
1423
STM
RIM=660.64
IE 42" RCP NE,SW=653.14
IE 15" RCP NW=UNABLE TO MEASURE
1420
STM
RIM=662.16
IE 12" RCP NW=656.56
1416
STM
RIM=661.25
IE 42" RCP NE,SW=653.70
IE 12" RCP SE=654.70
662.4
8
663.2
0
662.
8
4
663.
6
5
662.2
3
8"
10"
10"
12"
28"
3"
18"
42"
659.
5
8
36"
10"
8"6"9"
3" x 123" x 123" x 12
15"
12"
663.1
3
10"
7"
8"8"8"8"
15"
15"
12"
14"
10"
20"
12"
8"12"
6"
6"
2" x 2
30"
7"
661.7
1
662.0
2
661.
7
5
661.
6
6
661.
5
0
661.5
9
18"10"
661.
6
8
661.7
6
661.9
0
661.6
5
661.
7
6
661.
6
7
661.
3
0
661.
6
3
9"
658.
3
0
658.
3
0
658.
3
9
658.
2
7
658.3
8
658.
4
6
658.4
6
658.2
6
658.
3
4
8"
7"
8"
10"
10"
14"18"12"
12"15"
10"
16"
8" x 2
5" x 2
8" x 3
6" x 4
5" x 3
8" x 5
8" x 5
9"
20"
657.
5
3
657.7
9
657.
5
5
T/
P
657.3
2
T/
P
659.
5
2
659.
6
7
659.8
3
659.8
4
660.
6
0
65
9
.
6
0
658.
2
1
658.
2
1
5"
7"
659.
5
1
659.
4
6
659.
8
6
660.5
1
660.8
9
659.2
2
5"
4"
4"
4"
5"
659.3
8
659.
3
3
659.
7
8
659.
7
6
659.
4
9
660.2
7
660.8
5
660.
7
6
661.
2
2
661.
5
6
662.4
332"
660.
1
6
659.
1
4
658.9
0
658.
8
9
658.9
4
18"
15"
15"
6" x 2
8" x 2
8" x 2
20"
15"
12"
12"
16"
16"
5" x 2
8"
651.
4
6
651.
3
3
651.8
7
665.34
FFE
65
6
.
9
2
T
/
P
657.
2
6
T/
P
653.2
0
651.6
8
651.6
4ONLY
ONLYONLY
ONLYONLYONLYSTREET LIGHT
CONTROL
BOLLARD
CONTROL
SBM#2
ELEV:666.65
SBM#3
ELEV:661.30
13266
INLET
RIM=658.27
IE 10" RCP S=655.47
13267
INLET
RIM=658.38
IE 10" RCP N=654.58
IE 8" RCP E=654.18
13268
INLET
RIM=658.46
IE 10" RCP N=654.06
IE 8" RCP E,W=654.06
13269
INLET
RIM=658.46
IE 10" RCP S=655.06
13270
INLET
RIM=658.26
IE 10" RCP S=655.26
13271
INLET
RIM=653.84
IE 10" RCP N=653.84
IE 8" RCP E,W=653.84
13204
INLET
RIM=658.30
IE 8" RCP N=653.30
IE 8" PVC E=654.10
IE 8" RCP W=653.60
IE 12" RCP WITH 2" RESTRICTOR S=653.60
13203
INLET
RIM=658.30
IE 8" RCP S=655.20
13205
INLET
RIM=658.39
IE 8" PVC W=655.89
16286
12" FES
IE=653.20
14043
6" PVC
T/P=652.5216218
4" PVC
T/P=653.75
16186
30" RCP
IE=651.87
16174
48" RCP
IE=651.33
16173
54" RCP
IE=651.46
LOW POINT
WIER WALL
651.44
12981
INLET
RIM=661.63
IE 8" RCP S=656.33
IE 8" RCP W=655.23
IE 15" RCP NE WITH 2" RESTRICTOR=655.23
12832
INLET
RIM=661.67
IE 8" RCP N,S=659.17
12831
INLET
RIM=661.76
IE 8" RCP N=659.76
12980
INLET
RIM=661.30
IE 8" RCP E,S,SW=655.70
12812
INLET
RIM=661.65
IE 8" RCP N,S=659.15
12811
INLET
RIM=661.90
IE 8" RCP N=659.60
12802
INLET
RIM=661.76
IE 8" RCP N=658.76
12801
INLET
RIM=661.68
IE 8" RCP NE,W=657.08
IE 8" RCP S=657.48
12375
INLET
RIM=661.47
IE 8" RCP E,S,W=657.40
12376
INLET
RIM=661.59
IE 8" RCP N,S=659.09
12365
INLET
RIM=661.75
IE 8" RCP N=659.25
12366
INLET
RIM=661.66
IE 8" RCP E,S,W=657.76
12363
INLET
RIM=661.71
IE 8" RCP E,S=658.31
12364
INLET
RIM=662.02
IE 8" RCP N=659.62
11524
INLET
RIM=663.13
IE 8" RCP N=659.23
12037
SAN
RIM=665.08
IE 6" PVC E,W=657.88
10770
INLET
RIM=659.58
IE 12" RCP NE=657.38
IE 12" RCP SW=657.08
10354
INLET
RIM=662.23
IE 12" RCP NE,W=656.23
11929
WVV
RIM=664.84
T/PIPE 18" DIP E-W=658.84
14249
INLET
RIM=660.60
IE 12" RCP N=657.10
15490
INLET
RIM=659.14
IE 12" RCP SE=656.79
15491
INLET
RIM=658.90
IE 12" RCP E,W=655.40
IE 4" PVC SW=656.20
15492
INLET
RIM=658.89
IE 12" RCP NE,SW=654.89
15493
INLET
RIM=658.94
IE 12" RCP NE,SW=654.44
10068
INLET
RIM=662.48
IE 12" RCP E,S=658.98
10086
INLET
RIM=663.20
IE 12" RCP S=659.70
10236
INLET
RIM=662.84
IE 12" RCP N=659.69
10073
UNKNOWN
RIM=662.97
DEBRIS FILLED
15344
INLET
RIM=662.43
IE 12" RCP E=659.68
15228
INLET
RIM=661.22
IE 12" RCP E=658.47
15141
INLET
RIM=660.85
IE 12" RCP E=658.00
15486
INLET
RIM=660.16
IE 12" RCP NE=658.06
14955
INLET
RIM=659.49
IE 12" RCP E=656.49
14816
INLET
RIM=659.33
IE 12" RCP N=656.68
14815
INLET
RIM=659.38
IE 12" RCP S=656.28
IE 12" RCP NE=656.13
14504
INLET
RIM=658.21
IE 12" RCP NE=655.01
IE 12" RCP NW=655.31
14503
INLET
RIM=658.21
IE 12" RCP SE=655.31
14279
INLET
RIM=659.60
IE 12" RCP N=656.70
14276
SAN
RIM=660.66
IE 18" RCP E,W=646.96
14176
INLET
RIM=659.84
IE 12" RCP W=657.19
14085
INLET
RIM=659.52
IE 12" RCP N=657.42
14532
INLET
RIM=659.86
IE 16" RCP NE=654.91
IE 16" RCP SW=654.86
14531
INLET
RIM=659.46
IE 12" RCP NW=657.16
14530
INLET
RIM=659.51
IE 12" RCP SE=656.61
IE 16" RCP E=656.21
14748
INLET
RIM=660.51
IE 15" RCP NE=655.31
IE 12" RCP S=656.51
IE 15" RCP SW=655.26
14749
INLET
RIM=660.89
IE 12" RCP N=656.04
15255
INLET
RIM=661.56
IE 12" RCP NW=657.61
15161
INLET
RIM=660.76
IE 18" RCP W=656.76
15030
INLET
RIM=660.27
IE 16" RCP NW=656.37
14905
INLET
RIM=659.76
IE 12" RCP N=655.96
14898
INLET
RIM=659.78
IE 12" RCP S=656.28
IE 18" RCP W=655.88
14784
INLET
RIM=659.22
IE 12" RCP W=653.22
14156
INLET
RIM=659.83
IE 12" RCP W=656.58
14108
INLET
RIM=659.67
IE 12" RCP S=656.52
14250
WVV
RIM=661.02
T/PIPE 6" N=656.42
T/PIPE 18" E-W=656.72
T/KEY=657.32
14155
SAN
RIM=659.85
IE 6" PVC E,W=649.47
14106
STORM
RIM=659.96
IE 12" RCP N=656.46
IE 12" RCP E=656.31
14155
SAN
RIM=660.12
IE 12" RCP E=652.97
IE 24" RCP S=652.82
IE 12" RCP W=654.12 14214
SAN
RIM=660.54
BOLTED CLOSED
14251
WVV
RIM=661.07
T/PIPE 8" N=655.47
T/PIPE 18" E-W=655.56
T/KEY=657.37
14396
SAN
RIM=660.28
IE 6" RCP N=647.38
IE 12" RCP SE=647.38
IE 18" RCP W=647.38
14298
UNKNOWN
RIM=661.77
UNABLE TO OPEN
14364
WVV
RIM=661.72
T/PIPE 18" E-W 656.52
T/KEY=658.22
14139
STORM
RIM=660.15
IE 24" RCP N=652.65
IE 30" RCP S=652.60
IE 24" RCP W=652.75
14278
SAN
RIM=660.35
IE 18" RCP E,SW=647.15
14603
SAN
RIM=660.19
BOLTED CLOSED
14541
STORM
RIM=660.55
IE 30" RCP E=653.85
IE 12" RCP S=654.05
IE 12" RCP SW=655.05
14604
STORM
RIM=661.15
IE 30" RCP S=653.00
NO OTHER VISIBLE OUTLETS
14082
6.5' CMP
IE=650.82
14019
6.5' CMP
IE=651.03
14081
6.5' CMP
IE=651.05
14026
6.5' CMP
IE=651.29
16273
6.5' CMP
IE=650.68
16271
6.5' CMP
IE=650.28
16327
6.5' CMP
IE=651.68
16328
6.5' CMP
IE=651.64
15057
SAN
RIM=660.54
IE 12" VCP N=649.14
IE 12" VCP E=649.34
IE 12" VCP S=649.29
14736
STORM
RIM=660.99
IE 30" RCP S,NE=651.59
NO OTHER VISIBLE OUTLETS
14763
SAN
RIM=659.97
BOLTED CLOSED
15082
WVV
RIM=660.68
T/PIPE 10" E=655.38
T/PIPE 18" N-S=655.62
T/KEY=656.48
15084
WVV
RIM=660.82
T/P 12" W=655.52
T/P 18" N-S=655.62
T/KEY=656.77
15083
WVV
RIM=660.75
T/PIPE 8" W=655.25
T/PIPE 18" N-S=655.55
T/KEY=656.25
10116
UNKNOWN
RIM=663.92
T/PIPE N-S=658.12
15081
WVV
RIM=660.68
T/PIPE 18" E=655.68
T/PIPE 18" N-S=655.78
T/KEY=656.88
15251
STORM
RIM=661.81
IE 30 RCP N=654.21
NO OTHER VISIBLE OUTLETS
15444
UNKNOWN
RIM=664.41
UNABLE TO OPEN15431
WVV
RIM=663.85
T/PIPE 18" N-S=658.40
T/KEY=660.25
15430
WVV
RIM=664.04
T/PIPE 18" E-W=657.34
T/KEY=660.14
15380
CATCH BASIN
RIM=663.31
T/P 4" PVC N/S=659.56
IE 4" PVC S=659.30
FIBER OPTIC MARKER
FIBER OPTIC MARKER
UNKNOWN VALVE
15029
STM
RIM=660.60
IE 30" RCP N-S=652.90
NO OTHER VISIBLE OUTLETS
15121
SAN
RIM=660.90
IE 6" PVC N,W=649.90
SBM#1
ELEV:662.46 80.59'95.60'5.00'24.35'5.00'95.66'80.62'95.60'5.00'24.35'5.00'24.60'7.18'61.40'7.18'9.68'
663663663 6606611900 SPRING ROAD
5 STORY CONCRETE BUILDING
661
661
661661
660661658
655
653652
654
65765
9 661662662662661660661662661661661661662662662662663663663663664
663
663 663664
66
2
6
6
3
66
4
6616626636
6
4
6
6
46656666626656666676606616626556
5
4 656657658659660659655654656657658659654655656657658
661660659658657656655654653652
662
659658
654 654
652
652
654655656657658
659
660
653 653
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALTASPHAL
T ASPHALTASPHALTASPHALT
CONCRETE
ASPHALT
ASPHALT
ASPHALTCONCRETECONCRETECONCRETECONCRETECONCRETECONCRETECONCRETE
CONCRETE BRIDGECONCRETEGRAVEL
GRAVEL
GRAVEL
GRAVELGRAVEL
GRAVEL
905
CATCH BASIN
RIM=661.84
IE 12" RCP E=656.19
IE SW=SEALED CLOSED
SUMP = 652.74
661.
8
4
CREEK
GROUND FLOOR
BUILDING FACE
UPPER LEVEL
BUILDING OUTLINE
CANOPY
662
663
6626626636
6
3
664
665665 665664664 661663662661663 662660660661662
661
660
660
661
662
662662662662662662662662662662662665661664660661662663664665666660
662
659
659659
660662662661
66
0
66
0
659
APPROXIMATE LOCATIONOF STORM SEWER PER ATLASFIP 1"
660.00
FIP 1"
661.88 10' P.U. & D.E. PER R76-761905' NIGAS
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310' DRAINAGE EASEMENT NO. 2PER DOC. NO. R83-46294DRAINAGE EASEMENT NO. 3
PER DOC. NO. R83-46294
40' DRAINAGE EASEMENT NO. 1
PER DOC. NO. R83-46294
ELEC. ESMNT. PER
DOC. NO.R79-95309
8' BIKEWAY EASEMENT PER R78-38235PER
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10' ELEC. ESMNT. PER
DOC. NO. R79-30364
15' PERM. EASEMENT FOR UNDERGROUND UTILITIES AND BIKEWAY PER DOC. NO. R76-76190S85°10'26"W 183.33
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PRIVATE
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33' R.O.W. AS SHOW
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.
O
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.
A
S
S
H
OW
N
O
N
R
7
6
-
7
6
1
9
0
50' R.O.W. AS SHOWN ON 984765 AND ALSO R1961-030842 AND R61-3084360'40'40'20'20'50'33'25'20'
L
R
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O
.W
.
H
E
R
E
T
O
F
O
R
E
D
E
D
I
C
A
T
E
D
P
E
R
D
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R
1
9
6
1
-
0
3
0
8
4
2
N01° 05' 43"E 148.24'S88°55'48"E
105.08'S01°04'12"W39.96'S88°56'06"E
14.02'S01°04'04"W39.10'S10°23'01"W81.50'31.09'
10.45'
S79°36'5
9
"
E
41.54'
227.27'
54.65'
A =83.14'
CB=N83°47'36"WA=5 8 .0 6 '
C B =S 8 9 °0 6 '4 7 "W 187.11'528.67'634.00'260.19'35.19'APPROX. LOC. OF 10' NIGAS EASEMENTPER DOC. NO. R62-43135N01°04'04"E45.83'S88°55'56"E
34.11'
N00°00'00"E
22.68'
N90°00'00"E
163.62'
N90°00'00"E
219.84'
N74°00'
4
0
"
E
83.52'
N90°00'00"E
105.67'10'10'10'
10'
LOT 1 LOT 2
LOT 3
LOT 4
SCM
SCM
LIMIT
S
O
F
ZONE
A
E
LIMITS OF
ZONE X
(SHADED)
LIMITS OF
ZONE AE
LIMITS OF
ZONE X
(SHADED)
LIMITS OF
ZONE X
(SHADED)
LIMITS OF
ZONE AE
LIMITS OF
ZONE AE
LIMITS OF
ZONE AE
(FLOODWAY)
LIMITS OF
ZONE AE
(FLOODWAY)
LIMITS OF
ZONE AE
(FLOODWAY)
LIMITS OF
ZONE AE
LIMITS OF
ZONE X
(SHADED)
LIMITS OF
ZONE X
(SHADED)
ZONE X
(UNSHADED)
ZONING: B-2
ZONING: B-2ZONING: B-2
ZONING: B-219.08'80' BUILDING SETBACK LINE80' BUILDING SETBACK LINE
10' PARKING SETBACK LINE10' PARKING SETBACK LINE10' PARKING
SETBACK LINE10' PARKING SETBACK LINE10' PARKING SETBACK LINE10'82'10'
10' PARKING SETBACK
L
I
N
E 10'80' BUILDING SETBACK LINE10'10' PARKING SETBACK LINE10' PARKING
SETBACK LINE
10' PARKING
SETBACK LINE
P.U. & D.E. PER R76-76190
18'PARKING EASEMENTPER R2018-036669CROSS ACCESS EASEMENTPER R2018-03666930'
CROSS
A
C
C
E
S
S
E
A
S
E
M
E
N
T
PER R20
1
8
-
0
3
6
6
6
9
29'10' SANITARY SEWER
EASEMENT PER
R2018-036669
10'10' DRAINAGE
EASEMENT PER
R2018-036669
COMPENSATORY STORAGE
EASEMENT PER
R2018-036669
10'
10' DRAINAGE
EASEMENT PER
R2018-036669
10'10'
10' WATERMAIN
EASEMENT PER
R2018-03666910'10'
10'
10' DRAINAGE
EASEMENT
PER
R2018-036669
PARKING EASEMENT
PER R2018-036669
DETENTION
EASEMENT PER
R2018-036669
18'10'137'30'10' WIDE
PEDESTRIAN
CROSS ACCESS
EASEMENT
SPRING ROAD TRIBUTARY
1550 SPRING ROAD
#10 OAKBROOKCENTERREVISIONS
DATENO.DESCRIPTION7325 Janes Avenue, Suite 100Engineers
Scientists
Surveyors v3co.com
630.724.0384 fax
630.724.9200 voice
Woodridge, IL 60517
PREPARED FOR:
of1" =SCALE:
PROJECT MANAGER:DRAFTING COMPLETED:
CHECKED BY:FIELD WORK COMPLETED:
DRAWN BY:SHEET NO.
Project No:
Group No:
FRANKLIN PARTNERS, LLC
980 NORTH MICHIGAN AVENUE, SUITE 600
CHICAGO, IL 60611
312-664-7777
CDB
1140'
LOT 3 in the FRANKLIN SUBDIVISION, OAK BROOK, ILLINOIS
PRELIMINARY PLAT
SPK
CDB
LOT 3 IN THE FRANKLIN SUBDIVISION
PRELIMINARY PLAT
OF
16255.JUP1
11-08-16
07-24-18
VP04.2
ASSUMED THE NORTH LINE OF LOT 5 IN OAKBROOK
TERRACE ASSESSMENT PLAT TO BE N 85°10'26 E
BASIS OF BEARINGS
SITE
NOTES
1.ALL MEASUREMENTS AND DISTANCES ARE SHOWN
IN FEET AND DECIMAL PARTS THEREOF. ARC
DISTANCES ARE ALONG ALL CURVES.
2.ONCE THE PLAT SHOWN HEREON IS RECORDED AND
UPON COMPLETION OF CONSTRUCTION, 3/4" IRON
PIPES WITH PLASTIC CAPS SHALL BE SET AT ALL LOT
CORNERS AND CHANGES IN GEOMETRY, UNLESS
SHOWN OTHERWISE.
3.FLOOD ZONE AREAS DEPICTED AS DEFINED BY THE
FEDERAL EMERGENCY MANAGEMENT AGENCY'S
FLOOD INSURANCE RATE MAP OF DUPAGE COUNTY,
ILLINOIS (COMMUNITY PANEL NO. 17043C0606H)
EFFECTIVE DATE DECEMBER 16, 2004.
4.SEE SUPPLEMENTAL DOCUMENTS, PREPARED BY V3
COMPANIES FOR PROPOSED LOCATION AND
DESIGNS OF: OF DRIVEWAY APRON AT THE
NORTHWEST CORNER OF LOT 4; REVISED BIKE
PATH; AND STORM SEWERS, DRAINS, DETENTION
FACILITIES, COMPENSATORY STORAGE AREAS, AND
RETAINING WALLS.
PROPERTY LINE
EXISTING LOT LINE
SETBACK LINE
EXISTING EASEMENT LINE
SECTION LINE
PROPOSED LOT LINE
EXISTING CENTERLINE
FOUND IRON ROD
SET IRON PIPE
FOUND IRON PIPEFIP
SIP
FIR
FOUND CUT CROSSFCC
EXISTING RIGHT-OF-WAY LINE
PROPOSED RIGHT-OF-WAY LINE
LEGEND
SET CONCRETE MONUMENTSCM
W WEST
E EAST
S SOUTH
N NORTH
CB CHORD BEARING
A ARC LENGTH
R RADIUS
ABBREVIATIONS
0
GRAPHIC SCALE
1" =
40 20 40 80 160
40'
P.I.N.: 06-23-302-003
OWNER / DEVELOPER
Franklin Partners, LLC
980 N. Michigan Ave., Suite 600
Chicago, IL 60611
312-664-7777
ENGINEER/SURVEYOR
V3 Companies of Illinois, Ltd.
7325 Janes Avenue, Suite 100
Woodridge, Illinois 60517
630.724.9200
LOT 3 IN THE FRANKLIN SUBDIVISION BEING A SUBDIVISION OF PART OF THE
SOUTHWEST QUARTER OF SECTION 23, TOWNSHIP 39 NORTH, RANGE 11 EAST OF
THE THIRD PRINCIPAL MERIDIAN ACCORDING TO THE PLAT THEREOF RECORDED
APRIL 27, 2018, PER DOC. NO. R2018-036669, IN DUPAGE COUNTY, ILLINOIS.
NOTICE OF APPROVAL OF PRELIMINARY PLAT
NOTICE IS HEREBY GIVEN THAT THE PRELIMINARY PLAT OF THE
SUBDIVISION SHOWN HEREON HAS RECEIVED APPROVAL BY THE
VILLAGE BOARD OF THE VILLAGE OF OAK BROOK, ILLINOIS, AND UPON
COMPLIANCE BY THE SUBDIVIDER WITH THE FOLLOWING
REQUIREMENTS OR QUALIFICATIONS, THE VILLAGE BOARD WILL
RECEIVE THE FINAL PLAT FOR CONSIDERATION, IF SUBMITTED BY THE
SUBDIVIDER WITHIN ONE YEAR IN SUCH FORM AS REQUIRED BY THE
SUBDIVISION REGULATIONS ORDINANCE.
THE VILLAGE BOARD OF THE VILLAGE OF OAK BROOK, ILLINOIS
DATE _____________________________
BY: _____________________________
PRESIDENT
ATTEST: ____________________________
VILLAGE CLERK
STATE OF ILLINOIS )
) SS
COUNTY OF DUPAGE )
I, CHRISTOPHER D. BARTOSZ, AN ILLINOIS PROFESSIONAL LAND SURVEYOR
DO HEREBY CERTIFY THAT THE PLAT HEREON DRAWN WAS PREPARED AT
AND UNDER MY DIRECTION. ALL DIMENSIONS SHOWN ARE IN FEET AND
DECIMAL PARTS THEREOF.
GIVEN UNDER MY HAND AND SEAL THIS 24TH DAY OF JULY, A.D., 2018.
_____________________________________________
CHRISTOPHER D. BARTOSZ
ILLINOIS PROFESSIONAL LAND SURVEYOR NO. 35-3189
MY LICENSE EXPIRES ON NOVEMBER 30, 2018.
V3 COMPANIES OF ILLINOIS, LTD. PROFESSIONAL DESIGN FIRM NO. 184000902
THIS DESIGN FIRM NUMBER EXPIRES APRIL 30, 2019.
cdbartosz@v3co.com
SURVEYOR CERTIFICATE
BENCHMARK
SOURCE:
STATION DESIGNATION: EWT IL 83A
ELEVATION: 700.14 (PUBLISHED AND HELD)
DATUM: NAVD 88
DESCRIPTION: LOCATED AT THE JUNCTION OF INTERSTATE HIGHWAY
88 (TOLLWAY) AND STATE ROUTE 83, ON THE WEST SIDE OF THE
HIGHWAY NEAR THE SOUTH END OF THE ROUTE 83 OVERPASS OF I-88,
WHICH IS ABOUT 0.1 MI SOUTH OF THE INTERSECTION OF ROUTE 83
AND 22ND STREET. STATION IS 137.1 FT WEST OF THE CENTER OF
THE ROUTE 83 MEDIAN, 99.1 FT SOUTHWEST OF THE SOUTH END OF A
GUARDRAIL ON THE WEST SIDE OF THE OVERPASS BRIDGE, 108.6 FT
SOUTHWEST OF A LIGHT POLE AT THE SOUTHWEST CORNER OF THE
OVERPASS BRIDGE, 76.8 FT NORTHWEST OF A LIGHT POLE WITH SIGN
MOTOR VEHICLES ONLY AT EASTBOUND I-88 ON-RAMP, AND 2.6 FT
EAST OF A FIBERGLASS WITNESS POST.
SITE:
STATION DESIGNATION: SBM#1
ESTABLISHED BY: V3 COMPANIES
DATE: 10-05-16
ELEVATION: 662.46 (MEASURED)
DATUM: NAVD 88
DESCRIPTION: SET CROSS IN CURB ALONG SOUTH SIDE OF HARGER
ROAD, LOCATED 17.3' EAST OF THE WEST PROPERTY LINE EXTENDED
AND, 59.3' SOUTH OF THE SOUTHWEST PROPERTY CORNER
STATION DESIGNATION: SBM#2
ESTABLISHED BY: V3 COMPANIES
DATE: 10-27-16
ELEVATION: 666.65 (MEASURED)
DATUM: NAVD 88
DESCRIPTION: 1ST BOLT PAST ARROW ON FIRE HYDRANT FLANGE
LOCATED 30.4' NORTH OF, AND 29.3 EAST OF THE NORTHWEST
CORNER OF 5 STORY CONCRETE BUILDING.
STATION DESIGNATION: SBM#3
ESTABLISHED BY: V3 COMPANIES
DATE: 10-05-16
ELEVATION: 661.30 (MEASURED)
DATUM: NAVD 88
DESCRIPTION: FOUND CROSS IN CURB OF MEDIAN ISLAND ALONG THE
EAST SIDE OF THE SOUTHBOUND TRAVEL LANE OF SPRING ROAD.
LOCATED 45.3' EAST OF THE WEST LINE OF SPRING ROAD AND 656.4'
NORTH OF THE NORTH LINE OF HARGER ROAD
THE ELEVATIONS ABOVE WERE KNOWN TO BE ACCURATE AT THE TIME
THEY WERE ESTABLISHED. V3 DOES NOT CERTIFY TO THE ACCURACY
THEREAFTER, NOR ASSUMES RESPONSIBILITY FOR THE MIS-USE OR
MIS-INTERPRETATION OF THE INFORMATION SHOWN HEREON.
IT IS ADVISED THAT ALL OF THE ABOVE ELEVATIONS BE CHECKED
BETWEEN EACH OTHER AND VERIFY A MINIMUM OF 3 SURROUNDING
UTILITY RIM ELEVATIONS AND ANY ADJACENT BUILDING FINISHED
FLOOR OR TOP OF FOUNDATION ELEVATIONS SHOWN HEREON PRIOR
TO USE OR COMMENCEMENT OF ANY CONSTRUCTION OR OTHER
WORK.
PERSONS USING THIS INFORMATION ARE TO CONTACT V3
IMMEDIATELY WITH ANY DISCREPANCIES FOUND PRIOR TO THE START
OF ANY WORK.CHRIST O P H E R D . BA
R
T
OSZWOODR
I DG E , IL LINOIS#3189
PROFESSIONAL
LAND
SURVEYOR
STATE
OF
ILLINOIS
AREA TABLE
LOT #
1
Sq. Ft.
19,694
Acres
0.4521
TOTAL 367,104 8.4275
219,969 5.0498
34,203 0.78522
3
93,238 2.14044
VICINITY MAP
NOT TO SCALE
1 8-31-18 PER VILLAGE COMMENTS