Land Title Survey Pg2W
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SAND TITLE SURREY
36290
NO R69-
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193.24'(REC. 8 MEAS.)
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OF:
AREA=
That part of Section 35 and fractional Section 34, lying North and South of the
F. A. Route 102; thence North 0 degrees 13 minutes 38 seconds West along the
(712 5)
Indian Boundary line, all in Township 39 North, Range 11 East of the Third
Westerly right of way line of F.A. Route 102 a distance of 600.30 feet to a point
- 712.5
Principal Meridian, in DuPage County, Illinois, described as follows: Beginning
of curvature; thence Northerly along said Westerly right of way line of F.A.
at the Northeast corner of Trinity Lakes Unit 1, being a subdivision of part of
Route 102 being a curve to the left of the last described course and having a
the Northeast fractional Quarter, lying North and South of the Indian Boundary
radius of 5018.71 feet, a distance of 1193.67 feet to a point of tangency; thence
I -STORY
line in said Section 34 recorded as Document R79-74435, in DuPage County,
North 22 degrees 21 minutes 29 seconds West along said Westerly right of way line
o-
Illinois; thence South 0 degrees, 45 minutes 09 seconds East along the Easterly
of F.A. Route 102 and being tangent to the last described curve, a distance of
—-)—
line of said Trinity Lakes Unit 1, a distance of 218.44 feet; thence South 34
204.05 feet; thence North 30 degrees, 21 minutes 59 seconds West along said
—
degrees 26 minutes 33 seconds East along said Easterly line of Trinity Lakes Unit
Westerly right of way line of F.A. Route 102, a distance of 260.00 feet to a
n
1, a distance of 72.11 feet; thence North 89 degrees 14 minutes 51 seconds East
point of curvature; thence Northwesterly along said Westerly right of way line
8 GUTTER
along said Easterly line of Trinity Lakes Unit 1, a distance of 155.00 feet;
of F.A. Route 102 being a curve to the left of the last described course extended
thence South 67 degrees 37 minutes 12 seconds East along said Easterly line of
and having a radius of 485.87 feet, a distance of 609.56 feet to a point of
_W.M,
Trinity Lakes Unit 1, a distance of 150.00 feet; thence South 51 degrees 34
tangency; thence South 77 degrees 25 minutes 08 seconds West along said Westerly
Ck
minutes 55 seconds East along said Easterly line of Trinity Lakes Unit 1, a
right of way line of F.A. Route 102 being tangent to the last described curve,
_
distance of 150.00 feet; thence South 29 degrees 14 minutes 56 seconds East along
a distance of 230.08 feet to a point of curvature; thence Northwesterly along
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said Easterly line of Trinity Lakes Unit 1, a distance of 150.00 feet; thence
said Westerly right of way line of F.A. Route 102 being a curve to the right of
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South 10 degrees 18 minutes 17 seconds East along said Easterly line of Trinity
the last described course extended and having a radius of 110.00 feet, a distance
E
Lakes Unit 1, a distance of 165.00 feet; thence South 10 degrees 00 minutes 29
of 193.24 feet to a point of tangency; thence North 01 degrees 55 minutes 47
GAS —
seconds West along said Easterly line of Trinity lakes Unit 1, a distance of
seconds West along said Westerly right of way line of F.A. Route 102, being
---
121.83 feet; thence South 30 degrees 11 minutes 56 seconds West along said
tangent to the last described course extended, a distance of 20.00 feet to a
Easterly line of Trinity Lakes Unit 1, a distance of 432.80 feet; thence South
point on the Southerly right of way line of Oak Brook Road as shown on the strip
C
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52 degrees 21 minutes 10 seconds East along said Easterly line of Trinity Lakes
map of said F.A. Route 102; thence North 88 degrees 04 minutes 13 seconds West
BITUMINOUS ROADWAY
Unit 1, a distance of 43.24 feet; thence South 8 degrees 08 minutes 40 seconds
along said Southerly right of way line of Oak Brook Road as shown on the strip
East along said Easterly line of Trinity Lakes Unit 1, a distance of 439.55 feet;
map of F.A. Route 102, a distance of 82.00 feet; thence North 86 degrees 13
thence South 36 degrees 06 minutes 17 seconds East along said Easterly line of
minutes 07 seconds West along said Southerly right of way line of Oak Brook Road
'I
Trinity Lakes Unit 1, a distance of 83.46 feet; thence South 60 degrees 22
as shown on the strip map of F.A. Route 102, a distance of 201.00 feet; thence
minutes 14 seconds East along said Easterly line of Trinity Lakes Unit 1, a
South 88 degrees 04 minutes 13 seconds West along said Southerly right of way
distance of 376.11 feet to a point on the Northerly line of Trinity Lakes Unit
line of Oak Brook Road as shown on the strip map of F.A. Route 102, a distance
8 GUTTER
3, being a subdivision of part of the Northeast fractional Quarter and part of
of 600.00 feet; thence North 80 degrees 37 minutes 11 seconds West along said
the Southeast Quarter of fractional Section 34, and part of the Northwest Quarter
Southerly right of way line of Oak Brook Road as shown on the strip map of F.A.
•
of Section 35, Township 39 North, Range 11, East of the Third Principal Meridian.,
Route 102, a distance of 101.98 feet to a point on the Southerly right of way
0
lying South of the Indian Boundary line recorded as Document R81-07240, in DuPage
line of Oak Brook Road previously dedicated and recorded as Document 631572, in
County, Illinois; thence North 63 degrees, 45 minutes 27 seconds East along the
DuPage County, Illinois; thence South 88 degrees 01 minutes 18 seconds West along
Northerly line of said Trinity Lakes Unit 3, a distance of 577.28 feet; thence
said Southerly right of way line of Oak Brook Road previously dedicated, a
No response to J.U.L.I.E. meet,Dig No. 911 970 651 650.
continuing North 63 degrees 45 minutes 27 seconds East, a distance of 367.13
distance of 316.15 feet to the point of beginning.
Refer to the above referenced Note No. 2.
8)
feet; thence South 26 degrees 14 minutes 34 seconds East,along an extension of
the visible evidence located in the field. No
an Easterly line and along said Easterly line a distance of 699.36 feet to a
response to letter of request dated: July 9, 1991, or
point on an Easterly of said Trinity Lakes Unit 3;, thence South 0 degrees 00
Z
— — — — —
minutes 00 seconds East along the Easterly line of said Trinity lakes Unit 3, a
— — —
distance of 352.86 feet to the Northerly right of way line of 35th Street; thence
0 9)
—
North 90 degrees 00 minutes 00 seconds East along the Northerly right of way line
'n
refers to an agreement to apportion maintenance costs
of 35th Street, a distance of 591.18 feet to the Westerly right of way line of
0
of storm water detention, retention and drainage
recorded March 1, 1984 as Document No. R84-16007
P
IS
EXISTING R.O.W. LINE PER DOC, N0. R69-36290
NOTES:
I4
36290
NO R69-
PER DO
(STING R•0'W LINE SIGN I
CNpW LINK PEN
GE
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BITUMIN
SIGN . 8EG.)
FOUND 3/4"1.P.
0 /N WIRES i 230.Og'(MEAS•� OFC E.
5 7.7o)f ' 230 p
_7-7°2
W
Z
= N 52°14'20" W(MEAS.)
193.24'(REC. 8 MEAS.)
110.00'
• 5' \ 0
25' O p
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TOTAL
Set 3/4" I.P. (1 1/4" 0. D.) with plastic cap at
AREA=
PREPARED FOR:
SHANNON 8 ASSOCIATES
89.716
(712 5)
Acres
Contact J.U.L.I.E. (1-800-892-0123) for exact location
(TOTAL PARCEL)
rsl
SII
°II
\ CONC.
HEADWALL
1)
Set 3/4" I.P. (1 1/4" 0. D.) with plastic cap at
- --
-2---
2---
712
PREPARED FOR:
SHANNON 8 ASSOCIATES
corners unless shown hereon as otherwise.
corners
(712 5)
2)
Contact J.U.L.I.E. (1-800-892-0123) for exact location
- 712.5
C
of buried cables prior to digging.
3)
Maximum positional tolerance of corners is 0.02'.
4)
Survey as shown hereon prepared from legal description
I -STORY
contained in Chicago Title Insurance Company Commitment
o-
GARAGE
No. 1410 009219870 UL, effective date: May 26, 1993,
—-)—
591.18'(REC.)
supplied by Client.
—
CONC. CURB
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5)
Watermains, sanitary and storm sewers as shown hereon
8 GUTTER
0I•,�
from visible evidence in the field at time of survey.
NYORANT
A watermain atlas map obtained from the Village of Oak
_W.M,
Brook, an atlas map obtained from the Hinsdale Sanitary
Ck
District and the presence of existing easements appear
_
A
to indicate additional lines exist but are not shown
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hereon due to lack of visible evidence to verify their
T
GAS
exact location. Sanitary sewers and storm drains were
E
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not exposed for location by Surveyor. Use of these
GAS —
y
locations is subject to verification by Client,
---
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Engineer, Contractor or the Title Company. Recommended
procedures are TV inspection of interior of sanitary
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'
and storm drain lines and metal detection method used
BITUMINOUS ROADWAY
Ow HEADWALL
to verify position of cast iron watermain if lines are
not uncovered.
6)
Gas mains as shown hereon are depicted from maps
'I
EEL
obtained in response to letter of request dated:
July 9, 1991, and field location of lines marked
pursuant to J.U.L.I.E. meet, Dig No. 911 970-651 650.
8 GUTTER
Refer to the above referenced Note No. 2.
7)
Electric lines shown hereon are depicted from the
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visible evidence located in the field and utility
GAS
MARK
maps reviewed at the Commonwealth Edison - Western
AM•N•
Division office pursuant to letter of request dated:
July 9, 1991 and response letter dated: July 22, 1991.
No response to J.U.L.I.E. meet,Dig No. 911 970 651 650.
`
Refer to the above referenced Note No. 2.
8)
Telephone facilities as shown hereon are depicted from
the visible evidence located in the field. No
response to letter of request dated: July 9, 1991, or
Z
J.U.L.I.E. meet, Dig No. 911 970 651 650. Refer to the
above referenced Note No. 2.
0 9)
Exception No. 9 in the above referenced Note No. 4
'n
refers to an agreement to apportion maintenance costs
0
of storm water detention, retention and drainage
recorded March 1, 1984 as Document No. R84-16007
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relating to the costs involved in maintaining the
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easement recorded as Document No: R79-74438.
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SCALE: 1" = 50,'
IRON PIPE FOUND
IRON PIPE SET
EXISTING BUILDING
PARCEL LIMITS
SECTION LINE
1/4 SECTION LINE
1/4, 1/4 SECTION LINE
EXISTING R.O.W. LINE
EXISTING FENCE
EXISTING POWER POLE
EXISTING LIGHT STANDARD
EXISTING TREE & TRUNK DIAMETER
EXISTING SIGN
EXISTING CONTOUR LINE
PROPOSED CONTOUR LINE
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
DEPRESSED CONCRETE CURB
CONCRETE CURB
EXISTING UTILITIES
MANHOLE
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WATERMAIN VALVE
BUFFALO BOX
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ABBREVIATIONS
T.C. TOP OF CURB
F.L. FLOW LINE
T.F. TOP OF FOUNDATION
P.C. POINT OF CURVATURE
P.T. POINT OF TANGENCY
R. RADIUS
A. ARC LENGTH
C.B. CHORD BEARING
D.6 U.E. DRAINAGE AND UTILITY EASEMENT
U.E. UTILITY EASEMENT
RPC. RECORD DISTANCE
MEAS. MEASURED DISTANCE
DEED DEED DISTANCE
COMP. CALCULATED DISTANCE
0WOOD
CROSS
A\;�REPS 1
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N SGS.
MAYS LAKE
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RTHeRLY LINe OF TR/NITy
LAKeS UNIT 3
\.•
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EDGE OF WATER
II 4•' PVC _
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STORMWATER DETENTION AND RETENTION EASEMENTI
PER DOC. NO. R79-74436 N v
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CONC. WOOD SHED �
EDGE OF WATER LOCATED ON: JULY l5, /99/ PIPEIPE
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179.87'(TIE) �
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CONC. S BRICK ( m
OAK BROOK&
VILLAGE OF OAK BROOK:
1200 Oak Brook Road
Oak Brook, Illinois 60521
(312) 990-3000
CONTACT: Mr. Dale Durfey, P.E.
ELECTRIC:
Commonwealth Edison Company
1 N. 423 Swift Road
Lombard, Illinois 60148
(312) 691-4415
CONTACT: Bill Heitz
GAS:
Northern Illinois Gas Company
90 North Finley Road
Glen Ellyn, Illinois 60137
TELEPHONE:
Illinois Bell Telephone Company
900 N. Villa
Villa Park, Illinois 60181
(312) 940-0900
CONTACT: Larry Marcel
CABLE TELEVISION!
City of Oakbrook Terrace
SEWER:
Hinsdale Sanitary District
P.O. Box #179
Hinsdale, Illinois 60521
(312) 323-3299
CONTACT: Carl Blumgren
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DETAIL
BUILDING DIMENSIONS
SCALE: 1" = 40.'
IS
,Lt.
7.00, z�
BRICK BLDG
0.98'
( Q.0/"1
/19 -/ /
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FOUND718"LP.`HERETOFORE DEDICATED
PER DOC. NO. R81-07240
S 90.00'00" W 316.79'(R C.)
DETAIL "C"
BUILDING DIMENSIONS
cr-AI P. W _ An ____.
NOTES
• ALL MEASUREMENTS TAKEN FROM CONCRETE FOUNDATION
• FOR BUILDING RESTRICTIONS ANO EASEMENTS NOT SHOWN
HEREON, REFER TO YOUR ABSTRACT, DEED, GUARANTEE
POLICY AND LOCAL ORDINANCES.
• COMPARE ALL POINTS BEFORE BUILDING AND REPORT ANY
DIFFERENCE A T ONCE,
9
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WL POST,. BL.pGk
} STEEL
/ POST
8.' x 8.'
BRICK coat.
TOWER WALK �I
3/4”
V v
T�
GUARD RA
wxo
PREPARED FOR:
SHANNON 8 ASSOCIATES
OVQ b
a FEGK o
NEG< O
C
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---- ii
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75.00'
I
I -STORY
BRI2-STORY
i
GARAGE
BRICK BLDG
0.98'
( Q.0/"1
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/01/1 .
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FOUND718"LP.`HERETOFORE DEDICATED
PER DOC. NO. R81-07240
S 90.00'00" W 316.79'(R C.)
DETAIL "C"
BUILDING DIMENSIONS
cr-AI P. W _ An ____.
NOTES
• ALL MEASUREMENTS TAKEN FROM CONCRETE FOUNDATION
• FOR BUILDING RESTRICTIONS ANO EASEMENTS NOT SHOWN
HEREON, REFER TO YOUR ABSTRACT, DEED, GUARANTEE
POLICY AND LOCAL ORDINANCES.
• COMPARE ALL POINTS BEFORE BUILDING AND REPORT ANY
DIFFERENCE A T ONCE,
9
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/ POST
8.' x 8.'
BRICK coat.
TOWER WALK �I
3/4”
V v
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GUARD RA
LINE OF THE NORTHWEST QUARTER OF SECTION 35 -39 -II
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PREPARED FOR:
SHANNON 8 ASSOCIATES
GUTTER B
8
C
0.70' N. 8 0.90' E,
OF CORNER
W
N 90000100"f7
591.18'(REC.)
CONC. CURB
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• CHICAGO TITLE INSURANCE COMPANY
TO: • FOREST PRESERVE DISTRICT OF DUPAGE COUNTY
• AN ASSOCIATION OF FRANCISCAN FATHERS OF THE STATE OF ILLINOIS
•TOM SHANNON
• SHANNON AND ASSOCIATES, LTD.
This is to certify that this map or plat and the survey on
which it is based were made in accordance with the "Minimum
Standard Detail Requirements For Land Title Surveys" jointly
established and adopted by ALTA and ACSM in 1986 except for
underground drain tiles and utilities not visible by surface
inspection.
MIDWEST TECHNICAL CONSULTANTS, INC.
ILLINOIS REGISTERED LAND SURVEYING CORPORATION NO. 50
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JULY 7, 1993
Edwin G. Tuman, IRLS 2836 _ Date
Vice President
JULY 7, 1993
Bruce A. Bruckelmeyer, PLS 2454, Date
President
SHEET 2 of 2