Boundary and ToPo SurveyA LL116 IF 13 U,
THE
EAST RIGHT OF
WAY LINE OF
)WEST
ROAD
TO BE: N 00"
41' 44" W
® CURB INLET
®
TRAFFIC CONTROL BOX I&G GAS METER
0 STORM INLET
FT
TRAFFIC CONTROL VAULT QG GAS VALVE VAULT
Oo STORM MANHOLE
1
TRAFFIC UGHT DG GAS METER
FLARED END SECTION
ET
TELEPHONE PEDESTAL A PIPEUNE MARKER
O CLEANOUT
TO
TELEPHONE MANHOLE 0 MONITORING WELL
Oo SANITARY MANHOLE
d
PAINTED TELEPHONE UNE 0 POST INDICATOR VALVE O HOSE BIB
QF
FIBER OPTIC CABLE UNE 0 WELL HEAD
17
HAO
ANCHOR FLAGPOLE
y0
HYDRANT
V
FP
GUY POLE R MAILBOX
® WATER VALVE
CO,
1IFTI
s_
Q WATER VALVE VAULT
DATE: 07/28/08
POWER POLE • POST
> PAINTED WATER UNE
LICIT STANDARD ® PUBLIC PAY TELEPHONE
lY SPRINKLER HEAD
❑E
ELECTRIC MANHOLE ® PARKING METER
Dw WATER METER
ME
ELECTRIC PEDESTAL P WETLAND MARKER
161 FOUND DISK IN CONCRETE
®
ELECTRIC TRANSFORMER PAD -0- BASKETBALL HOOP
0FED FOUND BRASS DISC
DE
ELECTRIC MEIER ® AIR CONDITIONER PAD/UNIT ® FOUND ROW MAKER
0
HANDHO.E �� DECIDUOUS TREE
0 FIR FOUND IRON ROD
QB
ELECTRICAL JUNCTION BOX 1 y ] W/ TRUNK SIZE
0FRS FOUND RAILROAD SPIKE
4
ELECTRIC VAULT 11 NON -DECIDUOUS TREE OfPI( FOUND PK NAIL
®
ELECTRIC SERVICE OUTLET BOX W/ TRUNK SIZE
O MG FOUND NAG NAL
PAINTED ELECTRIC LINE
+FCC FOUND CUT CROSS
®
TRANSFORMER PAD BUSH
O FlP FOUND IRO! PIPE
9y
�y?��",
50#
SOIL BORING HOE
OFlB FOUND IRON BAR
STORM INLET
RIM=693.63
W/ NUMBER
ATP SET TRAVERSE POINT
STALL OF MCDONALD'S SOUTH ENTRANCE. 9.5 FEET NORTH OF THE EDGE
6
• SPK SET PK NAIL
3 2
10 it
• SMG SET MAG NAL
SECTION CORNER�] WARTIER SECTION CORNER • SIP SET IRON PIPE
m SBM SET CONCRETE MONUMENT BRASS DISC
T
DO +
NTH
M
•SCM SET CONCRETE MONUMENT T1 IRON PIPE
_ --x_702
ABBREVIATIONS
oC'�.4�
/1
PROPERTY UNE
4 S,h J
01860 CURII
Rb
EXISTING RIGHT-OF-WAY UNE
Ip
PROPOSED RIGHT-OF-WAY ME
782.62 EXISTING TOP OF CURB ELEVATION
EXISTING LOT LIFE
78212 EXISTING EDGE OF PAVEMENT ELEVATION
GENERAL NOTES
PROPOSED LOT UNE1
EXISTING SPOT ELEVATION
RPL
m
{1W7,6
A.P. ACCESSIBLE PARKING
--------
'CYC
F.F. FINISHED FLOOR
--------
..
CY
h+g1y.
CMP CORRUGATED METAL PIPE
SECTION LINE
RCP REINFORCED CONCRETE PIPE
vr-O---.�
EXISTING FENCEUNE (CHAIN LINK)
SITE
6s>�
FRAME
ERM. FFRAME
-b�
EXISTING FENCELINE (WOOD)
BRK. BRICK
-m--K�
EXISTING FEMCELNE (ARE)
TC TOP OF CURB
0
0 0 0 0 GUARDRAIL
DEP DEPRESSED CURB
`A
K�
�II 111 II II RAILROAD TRACKS
EP EDGE OF PAVEMENT
FOR BUILDING RESTRICTIONS AS ESTABLISHED BY LOCAL ORDINANCES NOT
-CAN- UNDERGROUND CABLE TV
FL FLOW LINE
b5 E98,
-(CATV)-UNDERGROUND CABLE TV(ATVS INFO.)
CONT. CONCRETE
-(FO) UNDERGROUND FIBER OPTIC CABLE(ATLAV)
vurr
-E- UNDERGROUND ELECTRIC
mW 11
DO NOT SCALE DIMENSIONS FROM THIS MAP.
-(E) UNDERGROUND ELECTRIC(ATLAS INFO.)
TW TCP OF WALL
T - UNDERGROUND TELEPHONE
BW BOTTOM OF WALL
4.
(T)- UNDERGROUND TELEPHONE(ATLAS INFO.)
TP TOP OF PIPE
#1437 aJRe INLET
BACK WALK
- G GAS MAIN
FEVS FLARED END SECTION
E
-(G) GAS NAIN(ATLAS INFO)
INV INVERT
12" POP 5=699.71
W WATER MAIN
DIP DUCTILE IRON PIPE
-{W)- WATER MAIN (ATLAS INFO.)
SO STORM DRAIN
VERIFIED STRUCTURES.
-(- SANITARY SEWER
SAN SANITARY SEWER
6.
-(SAN)- SANITARY SEWER(ATLAS INFO.)
N NORTH
M
-I- STORM SEWER
S SOUTH
E EAST
WITH
-(SIM)- STORM SEWER(ATAS INFO.)
W WEST
--------
EDGE OF WATER
CB CHORD BEARING
-OH- OVERHEAD WIRES
A ARC LENGTH
CURB
R RADIUS
DEPRESSED CURB
U.E. UTILITY EASEMENT
if
P.U.E. PUBLIC UTILITY EASEMENT
D.E. DRAINAGE EASEMENT
ASPHALT PAVING OR WATER (LABELED)
M.U.E. MUNICIPAL UTILITY EASEMENT
VICINITY MAP
NOT TO SCALE
BASIS OF BEARINGS
;SUMED
THE
EAST RIGHT OF
WAY LINE OF
)WEST
ROAD
TO BE: N 00"
41' 44" W
Engineers
Scientists
Surveyors
AREA
86,967 SQ. FT.
1.9965 ACRES
PARKING STALLS
STANDARD PARKING STALLS= 51
ACCESSIBLE PARKING STALLS=3
TOTAL PARKING STALLS=54
7325 Janes Avenue, Suite 100
Woodridge, IL 60517
630.724.9200 voice
630.724.0384 fax
v3co. com
BOUNDARY &TOPOGRAPHIC SURVEY
�70T=_
PART OF THE EAST HALF OF THE SOUTHWEST QUARTER OF SECTION 22, TOWNSHIP 39 NORTH, RANGE 11 EAST OF THE THIRD PRINCIPAL MERIDIAN IN DUPAGE COUNTY, ILLINOIS, DESCRIBED AS FOLLOWS:
BEGINNING AT THE SOUTHWEST CORNER OF LOT 2 IN MCDONALD'S RESUBDIVISION, RECORDED AUGUST 28, 1972 AS DOCUMENT R72-51589, IN DUPAGE COUNTY, ILLINOIS; THENCE NORTH 89 DEGREES 19
MINUTES 29 SECONDS EAST 347.52 FEET; THENCE SOUTH 00 DEGREES 51 MINUTES 19 SECONDS EAST 250.00 FEET TO THE NORTH RIGHT-OF-WAY LINE OF 22ND STREET; THENCE SOUTH 89 DEGREES 19
MINUTES 28 SECONDS WEST 348.22 FEET TO THE EAST RIGHT-OF-WAY LINE OF MIDWEST ROAD; THENCE NORTH 00 DEGREES 41 MINUTES 44 SECONDS WEST 250.00 FEET TO THE PLACE OF BEGINNING.
/1972 CURB INLET 9" e
RIM=705.22 �---
IE 12" PVC NW=701.37 1
OH OH -{T}
O
./1966 STORM MANHOLE
RIM=706.03
IE 28" RCP N=700.73
IE 12" RCP E=701.93
IE 16" CMP S=7D1.03
IE 18" RCP W=701.73•,6,1
AA
+^01.
#1925 STORM MANHOLE
RIM=706.72
12" RCP S,SIV,NW=703.38
15" RCP E=703.38
16" CMP NE=703.38
n
d 706.98
/1931 CURB INLET
RIM=706.25
IE 12" \NE,-�704.05 DO
L
161'
PREPARED FOR:
N
ZI
0
I
I
I
OJUUTT CORNER
I OF LOT 2
70,
167'
/SITE BENCHMARK LOT 2
MCDONALD'S RESUBDIVISION
RECORDED AUGUST 2B.1972
OUTH LINE OF LOT 2 AS DOCUMENT R72-51569
N 89'19'29" E 347.52'
- D, --
9 COLUMN 1 • ,
BIT. PAVEMENT
v BIT. PAVEMENT
-702-
/ OVERHANG
O CONCRer °
m F�'38 vY 25.02 g �.
w 8" FIR ON LINE N110rybR ❑A ,y. �� m •i pOPT 12T'•
`�'
9
t roti 1°ti'
m I
14" /2155 STORM INLET IJ 'jll N
M=701.97 �-
IRIE 8" CLAY "1700.5
40' " 0`f'�1 otibR 2.90 OS�g
T Ag 1 -STORY BANK
3b 0} 9 yyy---��� F.F.=703.28 g@
)�9 +1 0.66 0��" �CONC. ,WALL I 0�.
0 O /2156 SANITARY MANHOLE�g
• k RIM=703.0-3 'p i4' AS
IE 6" PVC E=898.28 I'�1\ ,: °ON- oe
IE 8" PVC W-698.28 \ S' 3�S ° 0, 6 e o
bbb/� as I e ti
>0
zLU fia
3 ,+ 7 .
Sy J
A 5
1° )/1764 SANITARY MANH♦0 E BIT. PAVEMENT
1 7'�b
L2 RIM=703.93 +
#2097 SANIT MANHOLE\ IE 15" CLAY NW,5=687. -
R =704.19
g� IE 12" W, 668.09--- - --
i4�,h°
rbR Cif' 1pR'S ro
4R V
5 9° LD
1p5 9g J
+1°bry� i
b +
lo52J 18 J
/2048 WATER VALVE VA T 3�i
RIM=705.6gG w
T/P 11 DIP N,S=697.55
53
/2072 W TER VALVE VAULT 5/6 FlP 008' N 89 1 ,2^p
RIM=705.10 & ON LINE {9 V%
T/P 12" P NE,SW=697.80
$-/ H OH 0
® 11 312"_',
I
#1415 SANITARY
RIM=702.24
IE 15" CLAY E.W
/2002 SANITARY M
OH OH 0 70 - STORM DRAIN
10b' \ RIM -705.89 4
'Jo � + � � IE 15" CLAY N,E,W-687.17 V I
f1°6 +1
/2071 SANITARY MANHOLE
RIM -705.39
IE 15" CLAY N,S=687.69
#1965 STORM MANHOLE
RIM=706.49
IE 16" CMP N=701.39 #1984 STORM MANHOLE
IE 12" RCP E-701.69 RIM -706.16
IE 16" CMP S-701.69 IE 10" RCP N=702.86
IES12- RCP W=701.69 IE 12" RCP W=702.76
8
BIT. PAVEMENT
A
+1� 2
+1�
(
1 #1925 STORM MANHOLE
RIM=706.80
IE 12" RCP E=703.50
'\IE 15" RCP S,W=703.50
1900 STORM MANHOLE
RIM=706.59
\VE:F12" RCP_ E,W=703.39
\V o0
C NCRE {1457 STORM MANHOLE
#1778 STORM MANH RIM -703.93
RIM -704.77 IE 18" RCP 3.43 W.SE=700.53 CONCRETE
IE 18" RCP E=701.07 X 70
IE 12" RCP 5-701.07 .- � R+
12 _- -
C,
LEGEND
COMPLETED
■C
CABLE TV PEDESTAL V PAINTED GAS UNE
HEADWALL
DO
TRAFFIC UGHT POLE 04 GAS VALVE
® CURB INLET
®
TRAFFIC CONTROL BOX I&G GAS METER
0 STORM INLET
FT
TRAFFIC CONTROL VAULT QG GAS VALVE VAULT
Oo STORM MANHOLE
1
TRAFFIC UGHT DG GAS METER
FLARED END SECTION
ET
TELEPHONE PEDESTAL A PIPEUNE MARKER
O CLEANOUT
TO
TELEPHONE MANHOLE 0 MONITORING WELL
Oo SANITARY MANHOLE
d
PAINTED TELEPHONE UNE 0 POST INDICATOR VALVE O HOSE BIB
QF
FIBER OPTIC CABLE UNE 0 WELL HEAD
B -BOX
HAO
ANCHOR FLAGPOLE
y0
HYDRANT
V
FP
GUY POLE R MAILBOX
® WATER VALVE
CO,
UTILITY POLE SIGN
Q WATER VALVE VAULT
DATE: 07/28/08
POWER POLE • POST
> PAINTED WATER UNE
LICIT STANDARD ® PUBLIC PAY TELEPHONE
lY SPRINKLER HEAD
❑E
ELECTRIC MANHOLE ® PARKING METER
Dw WATER METER
ME
ELECTRIC PEDESTAL P WETLAND MARKER
161 FOUND DISK IN CONCRETE
®
ELECTRIC TRANSFORMER PAD -0- BASKETBALL HOOP
0FED FOUND BRASS DISC
DE
ELECTRIC MEIER ® AIR CONDITIONER PAD/UNIT ® FOUND ROW MAKER
0
HANDHO.E �� DECIDUOUS TREE
0 FIR FOUND IRON ROD
QB
ELECTRICAL JUNCTION BOX 1 y ] W/ TRUNK SIZE
0FRS FOUND RAILROAD SPIKE
®
ELECTRIC VAULT 11 NON -DECIDUOUS TREE OfPI( FOUND PK NAIL
®
ELECTRIC SERVICE OUTLET BOX W/ TRUNK SIZE
O MG FOUND NAG NAL
PAINTED ELECTRIC LINE
+FCC FOUND CUT CROSS
®
TRANSFORMER PAD BUSH
O FlP FOUND IRO! PIPE
9y
�y?��",
50#
SOIL BORING HOE
OFlB FOUND IRON BAR
STORM INLET
RIM=693.63
W/ NUMBER
ATP SET TRAVERSE POINT
STALL OF MCDONALD'S SOUTH ENTRANCE. 9.5 FEET NORTH OF THE EDGE
6
• SPK SET PK NAIL
3 2
10 it
• SMG SET MAG NAL
SECTION CORNER�] WARTIER SECTION CORNER • SIP SET IRON PIPE
m SBM SET CONCRETE MONUMENT BRASS DISC
T
DO +
NTH
M
•SCM SET CONCRETE MONUMENT T1 IRON PIPE
_ --x_702
ABBREVIATIONS
oC'�.4�
/1
PROPERTY UNE
4 S,h J
01860 CURII
Rb
EXISTING RIGHT-OF-WAY UNE
Ip
PROPOSED RIGHT-OF-WAY ME
782.62 EXISTING TOP OF CURB ELEVATION
EXISTING LOT LIFE
78212 EXISTING EDGE OF PAVEMENT ELEVATION
GENERAL NOTES
PROPOSED LOT UNE1
EXISTING SPOT ELEVATION
RPL
- - - EX. k PRO. CENTERLINE
{1W7,6
A.P. ACCESSIBLE PARKING
--------
EMSTNG EASEMENT UNE
F.F. FINISHED FLOOR
--------
PROPOSED EASEMENT UNE
T.F. TOP OF FOUNDATION
--- EX. G PRO. BUILDING SETBACK LINE
CMP CORRUGATED METAL PIPE
SECTION LINE
RCP REINFORCED CONCRETE PIPE
vr-O---.�
EXISTING FENCEUNE (CHAIN LINK)
VCP D CLAY PIPE
6s>�
FRAME
ERM. FFRAME
-b�
EXISTING FENCELINE (WOOD)
BRK. BRICK
-m--K�
EXISTING FEMCELNE (ARE)
TC TOP OF CURB
0
0 0 0 0 GUARDRAIL
DEP DEPRESSED CURB
nyF-n-R-6-Ryf-11
OUT GUTTER
�II 111 II II RAILROAD TRACKS
EP EDGE OF PAVEMENT
FOR BUILDING RESTRICTIONS AS ESTABLISHED BY LOCAL ORDINANCES NOT
-CAN- UNDERGROUND CABLE TV
FL FLOW LINE
b5 E98,
-(CATV)-UNDERGROUND CABLE TV(ATVS INFO.)
CONT. CONCRETE
-(FO) UNDERGROUND FIBER OPTIC CABLE(ATLAV)
BIT. BITUMINOUS
MH MANHOLE
-E- UNDERGROUND ELECTRIC
CW CONCRETE WALK
DO NOT SCALE DIMENSIONS FROM THIS MAP.
-(E) UNDERGROUND ELECTRIC(ATLAS INFO.)
TW TCP OF WALL
T - UNDERGROUND TELEPHONE
BW BOTTOM OF WALL
4.
(T)- UNDERGROUND TELEPHONE(ATLAS INFO.)
TP TOP OF PIPE
#1437 aJRe INLET
BACK WALK
- G GAS MAIN
FEVS FLARED END SECTION
E
-(G) GAS NAIN(ATLAS INFO)
INV INVERT
12" POP 5=699.71
W WATER MAIN
DIP DUCTILE IRON PIPE
-{W)- WATER MAIN (ATLAS INFO.)
SO STORM DRAIN
VERIFIED STRUCTURES.
-(- SANITARY SEWER
SAN SANITARY SEWER
6.
-(SAN)- SANITARY SEWER(ATLAS INFO.)
N NORTH
M
-I- STORM SEWER
S SOUTH
E EAST
WITH
-(SIM)- STORM SEWER(ATAS INFO.)
W WEST
--------
EDGE OF WATER
CB CHORD BEARING
-OH- OVERHEAD WIRES
A ARC LENGTH
CURB
R RADIUS
DEPRESSED CURB
U.E. UTILITY EASEMENT
- 70o EXISTING CONTOUR UNE
P.U.E. PUBLIC UTILITY EASEMENT
D.E. DRAINAGE EASEMENT
ASPHALT PAVING OR WATER (LABELED)
M.U.E. MUNICIPAL UTILITY EASEMENT
I E INGRESS h EGRESS EASEMENT
UNPAVED ROAD
PC PONT OF CURVATURE
CONCRETE
PCC POINT W COMPOUND CURVATURE
POINT OF REVERSE CURVATURE
WETLANDS
PT POINT OF TANGENCY
PT
EXISTING BUILDING
(REC) RECORD DATUM
MEAS. MEASURED DATUM
MARSH AREA
[CALC] CALCULATED DATUM
<DEED> INFORMATION TAKEN FROM DEED
ETRE EXCEPTION TO BLANKET EASEMENT
Engineers
Scientists
Surveyors
AREA
86,967 SQ. FT.
1.9965 ACRES
PARKING STALLS
STANDARD PARKING STALLS= 51
ACCESSIBLE PARKING STALLS=3
TOTAL PARKING STALLS=54
7325 Janes Avenue, Suite 100
Woodridge, IL 60517
630.724.9200 voice
630.724.0384 fax
v3co. com
BOUNDARY &TOPOGRAPHIC SURVEY
�70T=_
PART OF THE EAST HALF OF THE SOUTHWEST QUARTER OF SECTION 22, TOWNSHIP 39 NORTH, RANGE 11 EAST OF THE THIRD PRINCIPAL MERIDIAN IN DUPAGE COUNTY, ILLINOIS, DESCRIBED AS FOLLOWS:
BEGINNING AT THE SOUTHWEST CORNER OF LOT 2 IN MCDONALD'S RESUBDIVISION, RECORDED AUGUST 28, 1972 AS DOCUMENT R72-51589, IN DUPAGE COUNTY, ILLINOIS; THENCE NORTH 89 DEGREES 19
MINUTES 29 SECONDS EAST 347.52 FEET; THENCE SOUTH 00 DEGREES 51 MINUTES 19 SECONDS EAST 250.00 FEET TO THE NORTH RIGHT-OF-WAY LINE OF 22ND STREET; THENCE SOUTH 89 DEGREES 19
MINUTES 28 SECONDS WEST 348.22 FEET TO THE EAST RIGHT-OF-WAY LINE OF MIDWEST ROAD; THENCE NORTH 00 DEGREES 41 MINUTES 44 SECONDS WEST 250.00 FEET TO THE PLACE OF BEGINNING.
/1972 CURB INLET 9" e
RIM=705.22 �---
IE 12" PVC NW=701.37 1
OH OH -{T}
O
./1966 STORM MANHOLE
RIM=706.03
IE 28" RCP N=700.73
IE 12" RCP E=701.93
IE 16" CMP S=7D1.03
IE 18" RCP W=701.73•,6,1
AA
+^01.
#1925 STORM MANHOLE
RIM=706.72
12" RCP S,SIV,NW=703.38
15" RCP E=703.38
16" CMP NE=703.38
n
d 706.98
/1931 CURB INLET
RIM=706.25
IE 12" \NE,-�704.05 DO
L
161'
PREPARED FOR:
N
ZI
0
I
I
I
OJUUTT CORNER
I OF LOT 2
70,
167'
/SITE BENCHMARK LOT 2
MCDONALD'S RESUBDIVISION
RECORDED AUGUST 2B.1972
OUTH LINE OF LOT 2 AS DOCUMENT R72-51569
N 89'19'29" E 347.52'
- D, --
9 COLUMN 1 • ,
BIT. PAVEMENT
v BIT. PAVEMENT
-702-
/ OVERHANG
O CONCRer °
m F�'38 vY 25.02 g �.
w 8" FIR ON LINE N110rybR ❑A ,y. �� m •i pOPT 12T'•
`�'
9
t roti 1°ti'
m I
14" /2155 STORM INLET IJ 'jll N
M=701.97 �-
IRIE 8" CLAY "1700.5
40' " 0`f'�1 otibR 2.90 OS�g
T Ag 1 -STORY BANK
3b 0} 9 yyy---��� F.F.=703.28 g@
)�9 +1 0.66 0��" �CONC. ,WALL I 0�.
0 O /2156 SANITARY MANHOLE�g
• k RIM=703.0-3 'p i4' AS
IE 6" PVC E=898.28 I'�1\ ,: °ON- oe
IE 8" PVC W-698.28 \ S' 3�S ° 0, 6 e o
bbb/� as I e ti
>0
zLU fia
3 ,+ 7 .
Sy J
A 5
1° )/1764 SANITARY MANH♦0 E BIT. PAVEMENT
1 7'�b
L2 RIM=703.93 +
#2097 SANIT MANHOLE\ IE 15" CLAY NW,5=687. -
R =704.19
g� IE 12" W, 668.09--- - --
i4�,h°
rbR Cif' 1pR'S ro
4R V
5 9° LD
1p5 9g J
+1°bry� i
b +
lo52J 18 J
/2048 WATER VALVE VA T 3�i
RIM=705.6gG w
T/P 11 DIP N,S=697.55
53
/2072 W TER VALVE VAULT 5/6 FlP 008' N 89 1 ,2^p
RIM=705.10 & ON LINE {9 V%
T/P 12" P NE,SW=697.80
$-/ H OH 0
® 11 312"_',
I
#1415 SANITARY
RIM=702.24
IE 15" CLAY E.W
/2002 SANITARY M
OH OH 0 70 - STORM DRAIN
10b' \ RIM -705.89 4
'Jo � + � � IE 15" CLAY N,E,W-687.17 V I
f1°6 +1
/2071 SANITARY MANHOLE
RIM -705.39
IE 15" CLAY N,S=687.69
#1965 STORM MANHOLE
RIM=706.49
IE 16" CMP N=701.39 #1984 STORM MANHOLE
IE 12" RCP E-701.69 RIM -706.16
IE 16" CMP S-701.69 IE 10" RCP N=702.86
IES12- RCP W=701.69 IE 12" RCP W=702.76
8
BIT. PAVEMENT
A
+1� 2
+1�
(
1 #1925 STORM MANHOLE
RIM=706.80
IE 12" RCP E=703.50
'\IE 15" RCP S,W=703.50
1900 STORM MANHOLE
RIM=706.59
\VE:F12" RCP_ E,W=703.39
\V o0
C NCRE {1457 STORM MANHOLE
#1778 STORM MANH RIM -703.93
RIM -704.77 IE 18" RCP 3.43 W.SE=700.53 CONCRETE
IE 18" RCP E=701.07 X 70
IE 12" RCP 5-701.07 .- � R+
12 _- -
C,
I
COMPLETED
11
I
I
THIS
0
0
1
.:: 0
900 OhbA
CO
1=�W�
CONCRETE MEDI N
I
R�1
i
' S � WALL CORNER
D.90' W
ig�'A O
oLOT 1
J.R.C. PLAZA WEST
RECORDED MAY 16. 2000
'I. AS DOCUMENT R2000-072872
0
U
i-F.F.=694.63
P.1. N. 06-22-308-025
z
0
LU
0
Z3
GRAPHIC SCALE
15 30 6O
1 " = 30'
BENCHMARK
STATION DESIGNATION: YK28001
ESTABLISHED BY:
DATE:
ELEVATION: 719.185 (PUBLISHED AND HELD)
DATUM: NGVD29
DESCRIPTION: BRONZE DISK MONUMENT ESTABLISHED IN CONCRETE BASE OF
TRAFFIC CONTROL LIGHT IN CURB ISLAND ON NORTH SIDE OF BUTTERFIELD
ROAD. STAMPED "DUPAGE COUNTY MAPS AND PLATS".
STIII
STATION DESIGNATION: CP 100
ESTABLISHED BY: V3 COMPANIES OF ILLINOIS, LTD.
DATE: 07/28/08
ELEVATION: 699.95 (MEASURED)
DATUM: NGVD29
DESCRIPTION: SET IRON PIPE IN NORTH ENTRANCE OF BANK ON WEST SIDE
OF MIDWEST ROAD. 11 FEET WEST OF THE BACK OF CURB FOR MIDWEST
120
s
HIS, OR HER DEED ABSTRACT, OR TITLE POLICY AND NOTIFY SURVEYOR
0�0>9R, T❑ o >03 1p1pO OF ANY DIFFERENCES.
}a� O�e 7. ONLY PRINTS WITH AN EMBOSSED SEAL SHALL BE CONSIDERED OFFICIAL COPIES
- AND WERE PREPARED FOR THE SOLE USE OF THE CLIENT SHOWN HEREON AND
SA A 1 CIA'. � A,� .,. °
1p0?' o58g +1°��1oR +1oea = -> + 05 ARE NOT TRANSFERABLE.
+ �O #1773 STORM CURB INLET X03 1° #1438 -CURB INLET 7D
s b RIM=704.15 > CONCRETE RIM -70326 _.3�\_
p5� IE 12" RCP N=702.'0 CS �Cq IE 12" RCP N=70096
22ND ST T,10A�'b
+1 SURVEYOR CERTIFICATE
°84.77 CONCRETE bgA"
COMPLETED
11
ROAD AND 4 FEET SOUTH OF THE EDGE OF PAVEMENT.
DATED
THIS
2ND DAY OF
0
1
.:: 0
900 OhbA
CO
RETE ET
CONCRETE MEDI N
R�1
STATION DESIGNATION: CP 102
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ESTABLISHED BY: V3 COMPANIES OF ILLINOIS, LTD.
�
DATE: 07/28/08
rWALL
11792 CURB INLET -
RIM=704.73
CONCRETE #1696 CURB. INLET
° 5 RIM=703.86 - -
-,oR
ELEVATION: 698.48 (MEASURED)
e�z9�7
0
-0
he
107 IE '2" ROP
1
` IE 12" RCP -699.96
IE T2" RCP S=69892
DATUM: NGVD29
DESCRIPTION: SET PK NAIL IN PAVEMENT IN FIRST ACCESSIBLE PARKING
DOCONCRETE
9y
�y?��",
°
STORM INLET
RIM=693.63
9°6
+
STALL OF MCDONALD'S SOUTH ENTRANCE. 9.5 FEET NORTH OF THE EDGE
6
Ogry 9
1
9S HE 10"PVC E-691.88
OF PAVEMENT.
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DO +
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_ --x_702
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1
4 S,h J
01860 CURII
Rb
_----'/701
-_ 9700 b9 '
Ip
u a
GENERAL NOTES
I
9s�w m
RPL
7
/1625 SANITARY MANHOLE
1,
COMPARE ALL POINTS IN FIELD PRIOR TO ANY CONSTRUCTION AND REPORT
6s>�
RIM=697.2e
ANY DISCREPANCIES TO SURVEYOR AT ONCE.
HE B" CLAY N,S=694.68
2.
FOR BUILDING RESTRICTIONS AS ESTABLISHED BY LOCAL ORDINANCES NOT
b5 E98,
SHOWN HEREON, CONSULT YOUR LOCAL MUNICIPAL AUTHORITIES.
3.
DO NOT SCALE DIMENSIONS FROM THIS MAP.
FlP 0.22'
go.o7 w
4.
CALL J.U.L.I.E. AT 1-800-892-0123 FOR FIELD LOCATION OF ALL
#1437 aJRe INLET
UNDERGROUND UTILITIES PRIOR TO ANY DIGGING OR CONSTRUCTION.
RIM -70331
>0/1
M DRAIN Ol
:::
12" POP 5=699.71
5.
UTILITIES AND IMPROVEMENTS SHOWN HEREON BASED ON VISIBLE FIELD
�bIE
IE 18" R;P W=699.71
VERIFIED STRUCTURES.
702
6.
THE OWNER SHOULD COMPARE THE DESCRIPTION ON THIS MAP, IF ANY EXISTS,
M
WITH
s
HIS, OR HER DEED ABSTRACT, OR TITLE POLICY AND NOTIFY SURVEYOR
0�0>9R, T❑ o >03 1p1pO OF ANY DIFFERENCES.
}a� O�e 7. ONLY PRINTS WITH AN EMBOSSED SEAL SHALL BE CONSIDERED OFFICIAL COPIES
- AND WERE PREPARED FOR THE SOLE USE OF THE CLIENT SHOWN HEREON AND
SA A 1 CIA'. � A,� .,. °
1p0?' o58g +1°��1oR +1oea = -> + 05 ARE NOT TRANSFERABLE.
+ �O #1773 STORM CURB INLET X03 1° #1438 -CURB INLET 7D
s b RIM=704.15 > CONCRETE RIM -70326 _.3�\_
p5� IE 12" RCP N=702.'0 CS �Cq IE 12" RCP N=70096
22ND ST T,10A�'b
+1 SURVEYOR CERTIFICATE
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�: 01#1691 SANITARY MANHOLE O
RIM -706.29
IE 16" PVC E,W-693.67
�,�g
#1924 SANITARY MANHOLE pb�0 94`♦r!
RIM=706.74 +1 "II��`��
HE 12" PVC E=693.64
IE 12" PVC S-694.64
IE 16" PVC W=693.64
,. Lor -1:111111%4320 WINFIELD ROAD, SUITE 400
WARRENVILLE. ILLINOIS 60555
630.836.9090
/e 0
01 . 1W
-{} #1880 CURB INLET
RIM=705.49
HE 12" RCP NE,W-7D2.59
?, IE 12" R 702.13 -
�704-
N -701
9
�a 1062 4'X4' STEEL DOOR
F TO GAS METER
\ L1b __1�7 -Y}- 1M� -A
f1+10AY5b L #1694 SANITARY MANHOLE
RIM -702.14
#1698 WATER VALVE VAULT IE 16" PVC E,W=691.64
RIM=703.31 3
T/P 16" DIP E,W=697.11
T/P 10" DIP S=697.11
NO. I DATE I DESCRIPTION I NO. I DATE I DESCRIPTION
STATE OF INDIANA )
SS
COUNTY OF LAKE )
I, ANTHONY J. STRICKLAND, .AN ILLINOIS PROFESSIONAL LAND SURVEYOR, HEREBY
CERTIFY THAT HAVE SURVEYED THE ABOVE DESCRIBED PROPERTY AND THAT THIS
PLAT IS A TRUE AND CORRECT REPRESENTATION THEREOF. ALL DIMENSIONS ARE
GIVEN IN FEET AND DECIMALS THEREOF, CORRECTED TO A TEMPERATURE OF 68
DEGREES FAHRENHEIT.
THIS PROFESSIONAL SERVICE CONFORMS TO THE CURRENT ILLINOIS MINIMUM
STANDARDS FOR BOUNDARY AND TOPOGRAPHIC SURVEYS.
FIELD
WORK
COMPLETED
11
12, 2008
DATED
THIS
2ND DAY OF
0
1
.:: 0
900 OhbA
CO
RETE ET
CONCRETE MEDI N
R�1
90bry j
e
)1�
115.
11792 CURB INLET -
RIM=704.73
CONCRETE #1696 CURB. INLET
° 5 RIM=703.86 - -
-,oR
#1848. CURB INLT
0.6 RIM -702.82
e�z9�7
0
-0
he
107 IE '2" ROP
1
` IE 12" RCP -699.96
IE T2" RCP S=69892
DOCONCRETE
9y
�y?��",
°
9°6
+
6
Ogry 9
1
/
_ILI
DO +
_ __ R°
_ --x_702
oC'�.4�
/1
1
4 S,h J
01860 CURII
Rb
_----'/701
-_ 9700 b9 '
gi
69b
® u •
�: 01#1691 SANITARY MANHOLE O
RIM -706.29
IE 16" PVC E,W-693.67
�,�g
#1924 SANITARY MANHOLE pb�0 94`♦r!
RIM=706.74 +1 "II��`��
HE 12" PVC E=693.64
IE 12" PVC S-694.64
IE 16" PVC W=693.64
,. Lor -1:111111%4320 WINFIELD ROAD, SUITE 400
WARRENVILLE. ILLINOIS 60555
630.836.9090
/e 0
01 . 1W
-{} #1880 CURB INLET
RIM=705.49
HE 12" RCP NE,W-7D2.59
?, IE 12" R 702.13 -
�704-
N -701
9
�a 1062 4'X4' STEEL DOOR
F TO GAS METER
\ L1b __1�7 -Y}- 1M� -A
f1+10AY5b L #1694 SANITARY MANHOLE
RIM -702.14
#1698 WATER VALVE VAULT IE 16" PVC E,W=691.64
RIM=703.31 3
T/P 16" DIP E,W=697.11
T/P 10" DIP S=697.11
NO. I DATE I DESCRIPTION I NO. I DATE I DESCRIPTION
STATE OF INDIANA )
SS
COUNTY OF LAKE )
I, ANTHONY J. STRICKLAND, .AN ILLINOIS PROFESSIONAL LAND SURVEYOR, HEREBY
CERTIFY THAT HAVE SURVEYED THE ABOVE DESCRIBED PROPERTY AND THAT THIS
PLAT IS A TRUE AND CORRECT REPRESENTATION THEREOF. ALL DIMENSIONS ARE
GIVEN IN FEET AND DECIMALS THEREOF, CORRECTED TO A TEMPERATURE OF 68
DEGREES FAHRENHEIT.
THIS PROFESSIONAL SERVICE CONFORMS TO THE CURRENT ILLINOIS MINIMUM
STANDARDS FOR BOUNDARY AND TOPOGRAPHIC SURVEYS.
FIELD
WORK
COMPLETED
ON SEPTEMBER,
12, 2008
DATED
THIS
2ND DAY OF
OCTOBER, A.D.,
2008.
ANTHONY J. STRICKLAND
ILLINOIS PROFESSIONAL LAND SURVEYOR NO. 35-3437
MY LICENSE EXPIRES ON NOVEMBER 30, 2010.
V3 COMPANIES OF ILLINOIS, LTD. PROFESSIONAL DESIGN FIRM NO. 184000902
THIS DESIGN FIRM NUMBER EXPIRES APRIL 30, 2009.
BOUNDARY & TOPOGRAPHIC SURVEY project NO:
06240.17CH ASE
CHASE BANK -OAK BROOK, ILLLINO/S Group No:
VP03.1
DRAFTING COMPLE-ED: 10/02/08 DRAWN BY: JMD PROJECT MANAGER: DRW SHEET NO.
FIELD WORK COMP__TED: 09/12/08 CHECKED BY: JMC SCALE: 1" = 30' 1 Of