detention comparison - westmont, illinois
TRANSCRIPT
EXISTING APPROVED PLAN PROPOSED PLAN
TOTAL SITE AREA 3.915 Acres 3.915 Acres 3.915 Acres
TOTAL IMPERVIOUS AREA 1.727 Acres 2.377 Acres 1.967 Acres
TOTAL PERVIOUS AREA 2.188 Acres 1.538 Acres 1.948 Acres
EXISTING DETENTION VOLUME 0.32 Ac-Ft - -
NEW IMPERVIOUS AREA - 0.65 Acres 0.24 Acres
DETENTION REQUIRED FOR
NEW IMPERVIOUS AREAS ONLY- 0.175 Ac-Ft 0.037 Ac-Ft
DETENTION VOLUME
PROVIDED- 1.36 Ac-Ft 0.87 Ac-Ft
DETENTION REQUIRED FOR
ENTIRE SITE- 1.303 Ac-Ft 1.20 Ac-Ft
WESTMONT NURSING AND REHABILITATION CENTER
DETENTION COMPARISON
749
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4
754
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757
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766
767
Asp
halt Drive
Property Corner
0.6' N. & 0.1' W. of
Fence Corner is
Wire Fence
Fen
ce
Wood
Fen
ce
Wire
Property Line
0.8' E. of
Fence Line is
Property Corner
Fence Line is 0.3' W. of
Property Line
0.1' E. of
Fence End is
Property Line
0.1' E. of
Fence End is
Wood Fen
ce
Wood Fen
ce
Wire Fen
ce
Property Line
0.7' E. of
Fence End is
10.25'
20.20'
Wood Shed
59.02'
107.77'
110.15'
212.82'
59.05'
46.00'
43.60'
82.07'
106.13'
82.07'
2.90'
DYH
D
Y
H
8.0' Public Utility E
ase
ment per
Doc.# 4
12736 R
ecord
ed 7-0
9-4
0
OH
W
50.0' Buildin
g Line p
er
Doc.# 4
12736 R
ecord
ed 7-0
9-4
0
12" RCP
15" STEEL
15"
STE
EL
12" RCP
12' RCP
8.0' Public Utility E
ase
ment
P
S
E
Telephone Service
Electric Service
33.29'
59.86'
33.30'
59.86'
10.15'
20.25'
Wood Shed
34.91'
5.80'
25.00'
8.00'
2.2'
Wood Shed
Concrete Pad
Grease Trap
S
DYH
WV
S
S
Inv.: 748.22
Rim: 751.50
Storm Inlet
Inv.: 745.67 (S.)
Inv.: 745.95 (E.)
Rim: 753.27
Storm Manhole
Inv.: 748.36
Rim: 751.61
Storm Inlet
Inv.: 747.51 (W.)
Inv.: 747.43 (N.E.)
Rim: 751.17
Storm Inlet
INV 751.22
RIM 767.15
SAN MH
Inv.: 740.54
Rim: 752.39
Sanitary Manhole
Inv.: 749.81 (E.)
Inv.: 749.39 (W.)
Inv.: 749.44 (N.E.)
Rim: 752.94
Storm Manhole
Rim: 755.56
Storm Inlet
Inv.: 750.29
Rim: 754.09
Sanitary Manhole
on Concrete Pad
Backup Generator
Center" Sign
Convalescent
"Westmont
Manhole
Traffic Signal
Shed
BarnFram
e
T/F 760.72 (Low)
T/F 768.90 (High)
#633
Residence
Frame & Stucco
2 Story
G/F 760.51
T/F 754.34
T/F 754.92
S
DYH
WV
MH
MH
S
WV
S
MH
WV
WV
WV
w
WV
DYH
MHMH
w
WV
DYH
S
WV
L of 65th Street R.O.W.C
Inv.: 750.93
12" RCP FESInv.: 749.78
12" RCP FES
Weir
Overflow
stream Inv.: 750.55
in Place in Down-
1-1/2" Restrictor Mortared
Inv.: 750.55 (W.)
Inv.: 750.71 (E.)
Rim: 758.26
Storm Manhole
Inv.: 753.64
Storm Inlet, Rim: 756.59
Inv.: 751.03
Rim: 755.53
Curb Inlet
Inv.: 751.78
Rim: 756.48
Curb Inlet
Inv.: 746.34
Rim: 755.34
Sanitary Manhole
12" CMP
Inv.: 757.37
Inv.: 752.41
Rim: 756.36
Storm Inlet
12" RCP
12" R
CP
Inv.: 751.34
12" RCP FES
Concrete Walk
L of C
ass
Avenue
R.O.W. (C
o. H
wy. #
15)
C
Concrete W
alk
Concrete C
urb & G
utter
Edge of Asp
halt
Manhole
Traffic Signal
Manhole
Traffic Signal
Concrete W
alk
Concrete C
urb & G
utter
Edge of Asp
halt
Asphalt Concrete Walk
Concrete Curb & Gutter
Edge of Asphalt
Concrete Walk
Edge of Asphalt
Manhole
Signal
Traffic
Concrete W
alk
Edge of Asp
halt
Concrete C
urb & G
utter
Concrete Apron
Concrete Walk
Concrete W
alk
Concrete C
urb
Concrete C
urb
Raise
d C
oncrete M
edian
Concrete Walk
Conc. Patio
Concrete
Inv.: 749.56
Rim: 754.56
Sanitary Manhole
Concrete Walk
TF: 754.95
Building
Concrete Block
Asphalt Path
Asp
halt Path
Shelter
Bus
"PACE"
Electric Transformer
Concrete Pad with
Concrete C
urb & G
utter
Edge of Asp
halt
109.54'
Gas MeterGAS GAS GAS GAS GAS GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
Electric Transformer
Concrete Pad with
Electric Transformer
Concrete Pad with
12" PVC
Concrete Walk
Chainlink Fence
Concrete
Walk
Concrete Patio
Concrete W
alk
Asphalt Parking Lot
Concrete Walk
6" PVC
Sewer Cleanout
EE
E
TT
TT
12" R
CP
12" PVC12" RCP12" PVC
Edge of Asphalt
Edge of Asphalt
12" PVC
Inv.: 752.27
Rim: 756.37
Storm Inlet
0.4' N. & 0.1' E.
Fence Corner is
Parking Lot
Asphalt
Parking Lot
Asphalt
Parking Lot
Asphalt
Apron
Conc.
8" Clay
8" Clay
12" Clay
Inv.: 748.73 (S.)
Inv.: 748.93 (N.)
Curb Inlet, Rim: 752.13
12" RCP
Inv.: 748.24 (S.)
Inv.: 748.34 (N.)
Curb Inlet, Rim: 752.14
Concrete Apron
Curb
Concrete
Sign (typ.)
"Visitor Parking"
CONVALESCENT CENTER
#6501
2 Story Brick Building
1.0' x 2.0' (typ.)
Concrete W
alk
Concrete W
alk
10.0'
Column (typ.)
2.0' x 2.0' Brick
Ramp
Handicapped
Vinyl F
ence
Inv.: 758.33
Inv.: 758.10
15"
Inv.: 751.86
Rim: 755.36
Storm Inlet
Inv.: 752.29
4" P.V.C.
Concrete W
alk
Rim: 752.99
Water Valve Vault
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�
�
�
�
�
�
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�
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�
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Inv.: 751.30
Rim:753.30
Curb Inlet
Inv.: 744.33
Rim: 753.76
Manhole
Sanitary
FF @ Door: 754.89
12" R.C.P.
12" R.C.P.
Inv.: 750.96
Rim:753.46
Curb Inlet
8" Clay
Inv.: 741.25
Rim: 752.85
Manhole
Sanitary
Inv.: 747.62 (S.)
Inv.: 747.97 (E.)
Rim: 752.52
Storm Manhole
Overhang
Roof
12" RCPTraffic Signal Pole
Traffic Signal Pole
Traffic Signal Pole
Inv.: 749.57
Rim: 752.37
Curb Inlet
15" Steel
Drive
Asphalt
8" Pipe, Inv.: 747.35
12" F.E.S., Inv.: 748.26
Parking Lot
Asphalt
Parking Lot
Asphalt
4" P.V.C., Inv.: 752.29
FF @ Door: 754.90
762.23
764.32
764.37
764.00
763.39
764.56
762.30
761.28
761.99
762.37
759.91
761.70
760.32
761.67
759.41
759.15
759.18
758.79
758.09
759.55
759.10
760.2375
7.85
757.46
756.52
756.95
755.32
755.26
755.97
755.53
755.96
754.70
754.32
754.40
753.87
754.38
755.00
754.86
755.18
754.66
754.66
754.44
753.84
753.41
753.80
753.08
753.53
753.98
753.99
753.69
753.93
753.61
759.69
759.96
760.38 76
2.25
760.54
761.08
763.19
765.75
767.43
767.24
766.60
766.08
765.91
765.38
764.6776
3.37
761.70
760.46
760.65761.91
762.03
763.76
764.24
765.68
765.40
765.63
765.00
765.78
763.43
761.61
761.04
761.53
763.27
765.46
765.03
764.66
764.90
764.36
763.44
762.51
760.82
762.85
762.52
760.51
760.32
761.83 76
3.30
764.05
764.3876
3.52
761.97
761.79
761.64
762.77
764.03
763.24
765.44
764.61
763.74
760.21
762.26
760.88
756.76
756.64
762.70
763.66
761.81
761.40
755.91
755.68
758.98
758.85
754.34
754.42
759.63
760.61
759.25
758.91
753.7475
4.00
757.67
756.91
752.85
752.86
752.89
756.12
755.87
752.25
752.89
756.13
756.66
756.70
756.75
756.80
756.55
756.49
756.38
756.47
756.35
756.64
756.83
756.76
756.45756.59
757.35
757.7075
6.72
757.94
753.34
753.77
754.74
754.47
754.48
754.03
754.10
754.44
753.89
754.59
754.28 754.91
754.87
754.27
754.74
754.36
754.26
754.83
754.48754.58
754.72
754.89
754.75
755.14
754.92
754.90
754.93
755.01
754.80
754.85
754.80
756.80
754.76
753.96
754.36
755.93
753.75
753.13
754.72
752.71
754.62
753.32
752.51
754.21
753.30
753.37
754.00
753.92
754.03
754.41
754.46
753.52
753.35
754.04
753.97
753.47
753.10
753.50
755.51
754.27 754.31
756.22
756.28
756.61
751.56
749.66
748.72
751.56
748.80
750.13
752.35
751.53
755.09
754.88
754.38
754.44
754.50
754.04
754.05
754.92
754.54
754.30
754.88
754.19
754.14
753.99
753.33
752.83
753.28
753.05
753.43
754.48
754.60
753.96
754.01
753.00
752.65
752.95
752.61
753.03
753.69
753.70
753.16753.09
752.42
752.31
752.70
752.40
752.13
752.70
752.29
752.69
753.64
753.16
752.54
752.85
753.41
753.26
753.05
752.83
752.69
753.23
753.05
752.87
752.09
751.91
752.47
752.09
752.04
752.57
752.15
752.55752.15
752.17
752.97
752.54
752.67
752.13
752.17
753.08
752.62
753.35
752.74
753.18
753.33
753.30
752.66
752.74
753.28
753.22
752.50
752.86
752.51
752.57
753.14
752.18
752.14
751.77
751.67
751.42
751.86
753.27
752.55
751.15
751.25
752.45
752.78
753.34
752.96
751.58
751.50
751.74
751.70
753.66
753.20
753.51
753.91
752.25
752.16
756.59
754.30
754.27
754.04
753.60
754.21
753.84
753.42
753.15
753.13
753.44
752.63
752.97
752.27
752.22
752.64
752.58
752.70
752.72
752.67
753.12
752.74
752.80
752.49
752.89
752.82
753.29
752.88
752.65
752.82
752.38
751.88 751.55
752.51
752.36
753.45
753.87
754.41
754.48
754.07
752.93
754.62
754.54
754.1875
3.1275
1.89
752.15
752.00
752.33
752.43
752.20 75
3.30
754.32 754.58 75
4.62
754.71
754.3775
3.94
753.50
754.00
754.24
752.35
752.38
752.46
752.47
754.60
754.67
754.26
753.94
754.40
754.74
754.26
753.63
753.18
753.43
751.73
752.31
753.22
752.99
752.36
753.41
753.23
753.06
753.40
753.09
753.12
753.19
753.26
753.37
755.48
756.29 756.4
7
755.94
753.59
753.24
753.65
754.19
754.38
754.25
754.37
752.85
752.54
754.89752.18
755.35
752.15
753.03
756.52
756.69
756.68
759.31
760.43
759.88
759.52
757.74
759.46
758.98
751.83
751.86
758.25 75
8.94
752.51
752.30
753.58
753.33
759.83
760.04
760.25
760.74
761.72
761.52
761.27
757.79
758.55
760.19
761.32
759.27 76
0.61
761.62
751.24
752.09
757.82
758.34
757.83
758.34
757.38
759.20
756.84
758.29
756.77
757.25
758.02
758.03
756.89
757.07
758.24
758.32
756.92
757.33
757.53
753.88 753.87
753.97
755.27
754.75
756.04
755.67
756.97
757.41
758.79
758.34
757.76
754.55
754.53
758.83
758.29
758.33
758.8175
8.68
758.19
758.33
758.87
757.26
757.69
757.01756.55
757.33
757.07
758.14
758.04
756.64
756.31
757.69
758.21
756.96
757.09
758.54
758.65
759.43
759.28
758.58
759.2475
9.25
758.79
760.66
762.16
760.27
759.64
760.93
761.46
762.68
759.06
758.63
758.13
758.42
757.94
755.16
755.17
755.24
754.88
758.33
757.84
757.77
758.29
758.35
757.83
758.26
758.29
757.79
757.76
757.17
757.66
757.74
757.25
758.30
757.84
758.47
761.89
760.38
761.10
762.53
758.37
761.95
757.84
757.12
757.12
757.28
758.44
756.76
755.76
755.74
755.53
755.16
754.86
754.86
758.36 757
.84
757.80
758.29
759.25 760.75
760.35
760.00
758.82
758.45
759.45
760.50
760.56
760.32
762.05
759.88
760.38
760.33
761.90
760.80
759.10
759.08758.41
757.43
756.65
758.55
760.19
760.67
758.74
758.75
758.87
758.37
758.21
758.18
758.33
757.79
758.38
758.90
758.94
758.81
758.76758.26
758.26
758.41
757.80
758.31
Property Line
0.8' W. of
Fence End is
466
463462
465464
461
456
454
446
447
448
455460458
457
459
469
468470
473
474 472475
471476
477 467
479
480
379
383
385
386
387
388
389
390
391
392
394
396
399
433
432
431
430
429
428
427
426
425
424
423
419420
417
421422
418
441
416
415
414
443
442
478
453452
450449
451408 407
409
410
411413
412
406
445444
437
436
435
438
439
380
381 382
440
434
384
393
395
397
398400401402403404
405
No Parking
DirtNo Parking
Smoking Area
Conc. Covered
Retaining Wall
6" Conc.
39.41'
92.63'
96.28'
85.81'
85.62'
39.78'
45.12'
40.15'
40.29'
29.85'
TF 756.70
"Falcon Place"
1 Story Commercial Concrete Block Building
6
7566GR01
C6
FF = 54.90
205/
02/
14
AD
DE
ND
UM
#4
SITE PLAN FEATURES
EXISTING CONDITIONS
VOLUME = 0.09 AC-FT
EXISTING WEST BASIN
VOLUME = 0.23 AC-FT
EXISTING EAST BASIN
(TWO INLINE BASINS)
0.32 AC-FT DETENTION PROVIDED
EXIS
TIN
G
CO
NDITIO
NS
OF
RE
MA
RK
SD
AT
EN
O.
JOB NO.
FILENAME:
DATE:
SHEET
NO.
DA
TE
RE
MA
RK
S
Phone: (8
47) 696-4
060 Fax: (8
47) 696-4
065
Rose
mont, Illinois 6
0018
9575 W.
Hig
gins
Road, S
uite 7
00,
WES
TM
ON
T, IL
LIN
OIS
7566
3/31/14
14
RE
HA
BILIT
ATIO
N
CE
NTE
R
WES
TM
ON
T
NU
RSIN
G
AN
D
N:\Projects\7566\EXHIBITS\Board Package - 2014-07-01\7566 Existing Conditions - 061714.dgn Default User=tward
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766
767
Asp
halt Drive
Property Corner
0.6' N. & 0.1' W. of
Fence Corner is
Wire Fence
Fen
ce
Wood
Fen
ce
Wire
Property Line
0.8' E. of
Fence Line is
Property Corner
Fence Line is 0.3' W. of
Property Line
0.1' E. of
Fence End is
Property Line
0.1' E. of
Fence End is
Wood Fen
ce
Wood Fen
ce
Wire Fen
ce
Property Line
0.7' E. of
Fence End is
10.25'
20.20'
Wood Shed
59.02'
107.77'
110.15'
212.82'
59.05'
46.00'
43.60'
82.07'
106.13'
82.07'
2.90'
DYH
D
Y
H
8.0' Public Utility E
ase
ment per
Doc.# 4
12736 R
ecord
ed 7-0
9-4
0
OH
W
50.0' Buildin
g Line p
er
Doc.# 4
12736 R
ecord
ed 7-0
9-4
0
12" RCP
15" STEEL
15"
STE
EL
12" RCP
12' RCP
8.0' Public Utility E
ase
ment
P
S
E
Telephone Service
Electric Service
33.29'
59.86'
33.30'
59.86'
10.15'
20.25'
Wood Shed
34.91'
5.80'
25.00'
8.00'
2.2'
Wood Shed
Concrete Pad
Grease Trap
S
DYH
WV
S
S
Inv.: 748.22
Rim: 751.50
Storm Inlet
Inv.: 745.67 (S.)
Inv.: 745.95 (E.)
Rim: 753.27
Storm Manhole
Inv.: 748.36
Rim: 751.61
Storm Inlet
Inv.: 747.51 (W.)
Inv.: 747.43 (N.E.)
Rim: 751.17
Storm Inlet
INV 751.22
RIM 767.15
SAN MH
Inv.: 740.54
Rim: 752.39
Sanitary Manhole
Inv.: 749.81 (E.)
Inv.: 749.39 (W.)
Inv.: 749.44 (N.E.)
Rim: 752.94
Storm Manhole
Rim: 755.56
Storm Inlet
Inv.: 750.29
Rim: 754.09
Sanitary Manhole
on Concrete Pad
Backup Generator
Center" Sign
Convalescent
"Westmont
Manhole
Traffic Signal
Shed
BarnFram
e
T/F 760.72 (Low)
T/F 768.90 (High)
#633
Residence
Frame & Stucco
2 Story
G/F 760.51
T/F 754.34
T/F 754.92
S
DYH
WV
MH
MH
S
WV
S
MH
WV
WV
WV
w
WV
DYH
MHMH
w
WV
DYH
S
WV
L of 65th Street R.O.W.C
Inv.: 750.93
12" RCP FESInv.: 749.78
12" RCP FES
Weir
Overflow
stream Inv.: 750.55
in Place in Down-
1-1/2" Restrictor Mortared
Inv.: 750.55 (W.)
Inv.: 750.71 (E.)
Rim: 758.26
Storm Manhole
Inv.: 753.64
Storm Inlet, Rim: 756.59
Inv.: 751.03
Rim: 755.53
Curb Inlet
Inv.: 751.78
Rim: 756.48
Curb Inlet
Inv.: 746.34
Rim: 755.34
Sanitary Manhole
12" CMP
Inv.: 757.37
Inv.: 752.41
Rim: 756.36
Storm Inlet
12" RCP
12" R
CP
Inv.: 751.34
12" RCP FES
Concrete Walk
L of C
ass
Avenue
R.O.W. (C
o. H
wy. #
15)
C
Concrete W
alk
Concrete C
urb & G
utter
Edge of Asp
halt
Manhole
Traffic Signal
Manhole
Traffic Signal
Concrete W
alk
Concrete C
urb & G
utter
Edge of Asp
halt
Asphalt Concrete Walk
Concrete Curb & Gutter
Edge of Asphalt
Concrete Walk
Edge of Asphalt
Manhole
Signal
Traffic
Concrete W
alk
Edge of Asp
halt
Concrete C
urb & G
utter
Concrete Apron
Concrete Walk
Concrete W
alk
Concrete C
urb
Concrete C
urb
Raise
d C
oncrete M
edian
Concrete Walk
Conc. Patio
Concrete
Inv.: 749.56
Rim: 754.56
Sanitary Manhole
Concrete Walk
TF: 754.95
Building
Concrete Block
Asphalt Path
Asp
halt Path
Shelter
Bus
"PACE"
Electric Transformer
Concrete Pad with
Concrete C
urb & G
utter
Edge of Asp
halt
109.54'
Gas MeterGAS GAS GAS GAS GAS GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
Electric Transformer
Concrete Pad with
Electric Transformer
Concrete Pad with
12" PVC
Concrete Walk
Chainlink Fence
Concrete
Walk
Concrete Patio
Concrete W
alk
Asphalt Parking Lot
Concrete Walk
6" PVC
Sewer Cleanout
EE
E
TT
TT
12" R
CP
12" PVC12" RCP12" PVC
Edge of Asphalt
Edge of Asphalt
12" PVC
Inv.: 752.27
Rim: 756.37
Storm Inlet
0.4' N. & 0.1' E.
Fence Corner is
Parking Lot
Asphalt
Parking Lot
Asphalt
Parking Lot
Asphalt
Apron
Conc.
8" Clay
8" Clay
12" Clay
Inv.: 748.73 (S.)
Inv.: 748.93 (N.)
Curb Inlet, Rim: 752.13
12" RCP
Inv.: 748.24 (S.)
Inv.: 748.34 (N.)
Curb Inlet, Rim: 752.14
Concrete Apron
Curb
Concrete
Sign (typ.)
"Visitor Parking"
CONVALESCENT CENTER
#6501
2 Story Brick Building
1.0' x 2.0' (typ.)
Concrete W
alk
Concrete W
alk
10.0'
Column (typ.)
2.0' x 2.0' Brick
Ramp
Handicapped
Vinyl F
ence
Inv.: 758.33
Inv.: 758.10
15"
Inv.: 751.86
Rim: 755.36
Storm Inlet
Inv.: 752.29
4" P.V.C.
Concrete W
alk
Rim: 752.99
Water Valve Vault
�
�
�
�
�
�
�
�
�
�
���
�
�
�
�
�
�
�
Inv.: 751.30
Rim:753.30
Curb Inlet
Inv.: 744.33
Rim: 753.76
Manhole
Sanitary
FF @ Door: 754.89
12" R.C.P.
12" R.C.P.
Inv.: 750.96
Rim:753.46
Curb Inlet
8" Clay
Inv.: 741.25
Rim: 752.85
Manhole
Sanitary
Inv.: 747.62 (S.)
Inv.: 747.97 (E.)
Rim: 752.52
Storm Manhole
Overhang
Roof
12" RCPTraffic Signal Pole
Traffic Signal Pole
Traffic Signal Pole
Inv.: 749.57
Rim: 752.37
Curb Inlet
15" Steel
Drive
Asphalt
8" Pipe, Inv.: 747.35
12" F.E.S., Inv.: 748.26
Parking Lot
Asphalt
Parking Lot
Asphalt
4" P.V.C., Inv.: 752.29
FF @ Door: 754.90
762.23
764.32
764.37
764.00
763.39
764.56
762.30
761.28
761.99
762.37
759.91
761.70
760.32
761.67
759.41
759.15
759.18
758.79
758.09
759.55
759.10
760.2375
7.85
757.46
756.52
756.95
755.32
755.26
755.97
755.53
755.96
754.70
754.32
754.40
753.87
754.38
755.00
754.86
755.18
754.66
754.66
754.44
753.84
753.41
753.80
753.08
753.53
753.98
753.99
753.69
753.93
753.61
759.69
759.96
760.38 76
2.25
760.54
761.08
763.19
765.75
767.43
767.24
766.60
766.08
765.91
765.38
764.6776
3.37
761.70
760.46
760.65761.91
762.03
763.76
764.24
765.68
765.40
765.63
765.00
765.78
763.43
761.61
761.04
761.53
763.27
765.46
765.03
764.66
764.90
764.36
763.44
762.51
760.82
762.85
762.52
760.51
760.32
761.83 76
3.30
764.05
764.3876
3.52
761.97
761.79
761.64
762.77
764.03
763.24
765.44
764.61
763.74
760.21
762.26
760.88
756.76
756.64
762.70
763.66
761.81
761.40
755.91
755.68
758.98
758.85
754.34
754.42
759.63
760.61
759.25
758.91
753.7475
4.00
757.67
756.91
752.85
752.86
752.89
756.12
755.87
752.25
752.89
756.13
756.66
756.70
756.75
756.80
756.55
756.49
756.38
756.47
756.35
756.64
756.83
756.76
756.45756.59
757.35
757.7075
6.72
757.94
753.34
753.77
754.74
754.47
754.48
754.03
754.10
754.44
753.89
754.59
754.28 754.91
754.87
754.27
754.74
754.36
754.26
754.83
754.48754.58
754.72
754.89
754.75
755.14
754.92
754.90
754.93
755.01
754.80
754.85
754.80
756.80
754.76
753.96
754.36
755.93
753.75
753.13
754.72
752.71
754.62
753.32
752.51
754.21
753.30
753.37
754.00
753.92
754.03
754.41
754.46
753.52
753.35
754.04
753.97
753.47
753.10
753.50
755.51
754.27 754.31
756.22
756.28
756.61
751.56
749.66
748.72
751.56
748.80
750.13
752.35
751.53
755.09
754.88
754.38
754.44
754.50
754.04
754.05
754.92
754.54
754.30
754.88
754.19
754.14
753.99
753.33
752.83
753.28
753.05
753.43
754.48
754.60
753.96
754.01
753.00
752.65
752.95
752.61
753.03
753.69
753.70
753.16753.09
752.42
752.31
752.70
752.40
752.13
752.70
752.29
752.69
753.64
753.16
752.54
752.85
753.41
753.26
753.05
752.83
752.69
753.23
753.05
752.87
752.09
751.91
752.47
752.09
752.04
752.57
752.15
752.55752.15
752.17
752.97
752.54
752.67
752.13
752.17
753.08
752.62
753.35
752.74
753.18
753.33
753.30
752.66
752.74
753.28
753.22
752.50
752.86
752.51
752.57
753.14
752.18
752.14
751.77
751.67
751.42
751.86
753.27
752.55
751.15
751.25
752.45
752.78
753.34
752.96
751.58
751.50
751.74
751.70
753.66
753.20
753.51
753.91
752.25
752.16
756.59
754.30
754.27
754.04
753.60
754.21
753.84
753.42
753.15
753.13
753.44
752.63
752.97
752.27
752.22
752.64
752.58
752.70
752.72
752.67
753.12
752.74
752.80
752.49
752.89
752.82
753.29
752.88
752.65
752.82
752.38
751.88 751.55
752.51
752.36
753.45
753.87
754.41
754.48
754.07
752.93
754.62
754.54
754.1875
3.1275
1.89
752.15
752.00
752.33
752.43
752.20 75
3.30
754.32 754.58 75
4.62
754.71
754.3775
3.94
753.50
754.00
754.24
752.35
752.38
752.46
752.47
754.60
754.67
754.26
753.94
754.40
754.74
754.26
753.63
753.18
753.43
751.73
752.31
753.22
752.99
752.36
753.41
753.23
753.06
753.40
753.09
753.12
753.19
753.26
753.37
755.48
756.29 756.4
7
755.94
753.59
753.24
753.65
754.19
754.38
754.25
754.37
752.85
752.54
754.89752.18
755.35
752.15
753.03
756.52
756.69
756.68
759.31
760.43
759.88
759.52
757.74
759.46
758.98
751.83
751.86
758.25 75
8.94
752.51
752.30
753.58
753.33
759.83
760.04
760.25
760.74
761.72
761.52
761.27
757.79
758.55
760.19
761.32
759.27 76
0.61
761.62
751.24
752.09
757.82
758.34
757.83
758.34
757.38
759.20
756.84
758.29
756.77
757.25
758.02
758.03
756.89
757.07
758.24
758.32
756.92
757.33
757.53
753.88 753.87
753.97
755.27
754.75
756.04
755.67
756.97
757.41
758.79
758.34
757.76
754.55
754.53
758.83
758.29
758.33
758.8175
8.68
758.19
758.33
758.87
757.26
757.69
757.01756.55
757.33
757.07
758.14
758.04
756.64
756.31
757.69
758.21
756.96
757.09
758.54
758.65
759.43
759.28
758.58
759.2475
9.25
758.79
760.66
762.16
760.27
759.64
760.93
761.46
762.68
759.06
758.63
758.13
758.42
757.94
755.16
755.17
755.24
754.88
758.33
757.84
757.77
758.29
758.35
757.83
758.26
758.29
757.79
757.76
757.17
757.66
757.74
757.25
758.30
757.84
758.47
761.89
760.38
761.10
762.53
758.37
761.95
757.84
757.12
757.12
757.28
758.44
756.76
755.76
755.74
755.53
755.16
754.86
754.86
758.36 757
.84
757.80
758.29
759.25 760.75
760.35
760.00
758.82
758.45
759.45
760.50
760.56
760.32
762.05
759.88
760.38
760.33
761.90
760.80
759.10
759.08758.41
757.43
756.65
758.55
760.19
760.67
758.74
758.75
758.87
758.37
758.21
758.18
758.33
757.79
758.38
758.90
758.94
758.81
758.76758.26
758.26
758.41
757.80
758.31
Property Line
0.8' W. of
Fence End is
466
463462
465464
461
456
454
446
447
448
455460458
457
459
469
468470
473
474 472475
471476
477 467
479
480
379
383
385
386
387
388
389
390
391
392
394
396
399
433
432
431
430
429
428
427
426
425
424
423
419420
417
421422
418
441
416
415
414
443
442
478
453452
450449
451408 407
409
410
411413
412
406
445444
437
436
435
438
439
380
381 382
440
434
384
393
395
397
398400401402403404
405
No Parking
DirtNo Parking
Smoking Area
Conc. Covered
Retaining Wall
6" Conc.
39.41'
92.63'
96.28'
85.81'
85.62'
39.78'
45.12'
40.15'
40.29'
29.85'
TF 756.70
"Falcon Place"
1 Story Commercial Concrete Block Building
6
7566GR01
C6
FF = 54.90
205/
02/
14
AD
DE
ND
UM
#4
ORIGINAL APPROVED SITE PLAN
ORIGIN
AL
APP
RO
VE
D
SIT
E PL
AN
SITE PLAN FEATURES
BUILDING ADDITION
PARKING ADDITION
DETENTION VAULT
DETENTION VAULT
(NEW IMPERVIOUS SURFACES ONLY)
0.175 AC-FT DETENTION REQUIRED
(DETENTION VAULTS)
1.360 AC-FT DETENTION PROVIDED
(TOTAL SITE, PER ORDINANCE)
1.303 AC-FT DETENTION REQUIRED
4,890 S.F. PARKING LOT ADDITION
23,300 S.F BUILDING ADDITION
OF
RE
MA
RK
SD
AT
EN
O.
JOB NO.
FILENAME:
DATE:
SHEET
NO.
DA
TE
RE
MA
RK
S
Phone: (8
47) 696-4
060 Fax: (8
47) 696-4
065
Rose
mont, Illinois 6
0018
9575 W.
Hig
gins
Road, S
uite 7
00,
WES
TM
ON
T, IL
LIN
OIS
7566
3/31/14
14
RE
HA
BILIT
ATIO
N
CE
NTE
R
WES
TM
ON
T
NU
RSIN
G
AN
D
60
60
60
60 60
60
N:\Projects\7566\EXHIBITS\Board Package - 2014-07-01\7566 Original Plan - 061714.dgn Default User=tward
749
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765
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766
767
Asp
halt Drive
Property Corner
0.6' N. & 0.1' W. of
Fence Corner is
Wire Fence
Fen
ce
Wood
Fen
ce
Wire
Property Line
0.8' E. of
Fence Line is
Property Corner
Fence Line is 0.3' W. of
Property Line
0.1' E. of
Fence End is
Property Line
0.1' E. of
Fence End is
Wood Fen
ce
Wood Fen
ce
Wire Fen
ce
Property Line
0.7' E. of
Fence End is
10.25'
20.20'
Wood Shed
59.02'
107.77'
110.15'
212.82'
59.05'
46.00'
43.60'
82.07'
106.13'
82.07'
2.90'
DYH
D
Y
H
8.0' Public Utility E
ase
ment per
Doc.# 4
12736 R
ecord
ed 7-0
9-4
0
OH
W
50.0' Buildin
g Line p
er
Doc.# 4
12736 R
ecord
ed 7-0
9-4
0
12" RCP
15" STEEL
15"
STE
EL
12" RCP
12' RCP
8.0' Public Utility E
ase
ment
P
S
E
Telephone Service
Electric Service
33.29'
59.86'
33.30'
59.86'
10.15'
20.25'
Wood Shed
34.91'
5.80'
25.00'
8.00'
2.2'
Wood Shed
Concrete Pad
Grease Trap
S
DYH
WV
S
S
Inv.: 748.22
Rim: 751.50
Storm Inlet
Inv.: 745.67 (S.)
Inv.: 745.95 (E.)
Rim: 753.27
Storm Manhole
Inv.: 748.36
Rim: 751.61
Storm Inlet
Inv.: 747.51 (W.)
Inv.: 747.43 (N.E.)
Rim: 751.17
Storm Inlet
INV 751.22
RIM 767.15
SAN MH
Inv.: 740.54
Rim: 752.39
Sanitary Manhole
Inv.: 749.81 (E.)
Inv.: 749.39 (W.)
Inv.: 749.44 (N.E.)
Rim: 752.94
Storm Manhole
Rim: 755.56
Storm Inlet
Inv.: 750.29
Rim: 754.09
Sanitary Manhole
on Concrete Pad
Backup Generator
Center" Sign
Convalescent
"Westmont
Manhole
Traffic Signal
Shed
BarnFram
e
T/F 760.72 (Low)
T/F 768.90 (High)
#633
Residence
Frame & Stucco
2 Story
G/F 760.51
T/F 754.34
T/F 754.92
S
DYH
WV
MH
MH
S
WV
S
MH
WV
WV
WV
w
WV
DYH
MHMH
w
WV
DYH
S
WV
L of 65th Street R.O.W.C
Inv.: 750.93
12" RCP FESInv.: 749.78
12" RCP FES
Weir
Overflow
stream Inv.: 750.55
in Place in Down-
1-1/2" Restrictor Mortared
Inv.: 750.55 (W.)
Inv.: 750.71 (E.)
Rim: 758.26
Storm Manhole
Inv.: 753.64
Storm Inlet, Rim: 756.59
Inv.: 751.03
Rim: 755.53
Curb Inlet
Inv.: 751.78
Rim: 756.48
Curb Inlet
Inv.: 746.34
Rim: 755.34
Sanitary Manhole
12" CMP
Inv.: 757.37
Inv.: 752.41
Rim: 756.36
Storm Inlet
12" RCP
12" R
CP
Inv.: 751.34
12" RCP FES
Concrete Walk
L of C
ass
Avenue
R.O.W. (C
o. H
wy. #
15)
C
Concrete W
alk
Concrete C
urb & G
utter
Edge of Asp
halt
Manhole
Traffic Signal
Manhole
Traffic Signal
Concrete W
alk
Concrete C
urb & G
utter
Edge of Asp
halt
Asphalt Concrete Walk
Concrete Curb & Gutter
Edge of Asphalt
Concrete Walk
Edge of Asphalt
Manhole
Signal
Traffic
Concrete W
alk
Edge of Asp
halt
Concrete C
urb & G
utter
Concrete Apron
Concrete Walk
Concrete W
alk
Concrete C
urb
Concrete C
urb
Raise
d C
oncrete M
edian
Concrete Walk
Conc. Patio
Concrete
Inv.: 749.56
Rim: 754.56
Sanitary Manhole
Concrete Walk
TF: 754.95
Building
Concrete Block
Asphalt Path
Asp
halt Path
Shelter
Bus
"PACE"
Electric Transformer
Concrete Pad with
Concrete C
urb & G
utter
Edge of Asp
halt
109.54'
Gas MeterGAS GAS GAS GAS GAS GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
Electric Transformer
Concrete Pad with
Electric Transformer
Concrete Pad with
12" PVC
Concrete Walk
Chainlink Fence
Concrete
Walk
Concrete Patio
Concrete W
alk
Asphalt Parking Lot
Concrete Walk
6" PVC
Sewer Cleanout
EE
E
TT
TT
12" R
CP
12" PVC12" RCP12" PVC
Edge of Asphalt
Edge of Asphalt
12" PVC
Inv.: 752.27
Rim: 756.37
Storm Inlet
0.4' N. & 0.1' E.
Fence Corner is
Parking Lot
Asphalt
Parking Lot
Asphalt
Parking Lot
Asphalt
Apron
Conc.
8" Clay
8" Clay
12" Clay
Inv.: 748.73 (S.)
Inv.: 748.93 (N.)
Curb Inlet, Rim: 752.13
12" RCP
Inv.: 748.24 (S.)
Inv.: 748.34 (N.)
Curb Inlet, Rim: 752.14
Concrete Apron
Curb
Concrete
Sign (typ.)
"Visitor Parking"
CONVALESCENT CENTER
#6501
2 Story Brick Building
1.0' x 2.0' (typ.)
Concrete W
alk
Concrete W
alk
10.0'
Column (typ.)
2.0' x 2.0' Brick
Ramp
Handicapped
Vinyl F
ence
Inv.: 758.33
Inv.: 758.10
15"
Inv.: 751.86
Rim: 755.36
Storm Inlet
Inv.: 752.29
4" P.V.C.
Concrete W
alk
Rim: 752.99
Water Valve Vault
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Inv.: 751.30
Rim:753.30
Curb Inlet
Inv.: 744.33
Rim: 753.76
Manhole
Sanitary
FF @ Door: 754.89
12" R.C.P.
12" R.C.P.
Inv.: 750.96
Rim:753.46
Curb Inlet
8" Clay
Inv.: 741.25
Rim: 752.85
Manhole
Sanitary
Inv.: 747.62 (S.)
Inv.: 747.97 (E.)
Rim: 752.52
Storm Manhole
Overhang
Roof
12" RCPTraffic Signal Pole
Traffic Signal Pole
Traffic Signal Pole
Inv.: 749.57
Rim: 752.37
Curb Inlet
15" Steel
Drive
Asphalt
8" Pipe, Inv.: 747.35
12" F.E.S., Inv.: 748.26
Parking Lot
Asphalt
Parking Lot
Asphalt
4" P.V.C., Inv.: 752.29
FF @ Door: 754.90
762.23
764.32
764.37
764.00
763.39
764.56
762.30
761.28
761.99
762.37
759.91
761.70
760.32
761.67
759.41
759.15
759.18
758.79
758.09
759.55
759.10
760.2375
7.85
757.46
756.52
756.95
755.32
755.26
755.97
755.53
755.96
754.70
754.32
754.40
753.87
754.38
755.00
754.86
755.18
754.66
754.66
754.44
753.84
753.41
753.80
753.08
753.53
753.98
753.99
753.69
753.93
753.61
759.69
759.96
760.38 76
2.25
760.54
761.08
763.19
765.75
767.43
767.24
766.60
766.08
765.91
765.38
764.6776
3.37
761.70
760.46
760.65761.91
762.03
763.76
764.24
765.68
765.40
765.63
765.00
765.78
763.43
761.61
761.04
761.53
763.27
765.46
765.03
764.66
764.90
764.36
763.44
762.51
760.82
762.85
762.52
760.51
760.32
761.83 76
3.30
764.05
764.3876
3.52
761.97
761.79
761.64
762.77
764.03
763.24
765.44
764.61
763.74
760.21
762.26
760.88
756.76
756.64
762.70
763.66
761.81
761.40
755.91
755.68
758.98
758.85
754.34
754.42
759.63
760.61
759.25
758.91
753.7475
4.00
757.67
756.91
752.85
752.86
752.89
756.12
755.87
752.25
752.89
756.13
756.66
756.70
756.75
756.80
756.55
756.49
756.38
756.47
756.35
756.64
756.83
756.76
756.45756.59
757.35
757.7075
6.72
757.94
753.34
753.77
754.74
754.47
754.48
754.03
754.10
754.44
753.89
754.59
754.28 754.91
754.87
754.27
754.74
754.36
754.26
754.83
754.48754.58
754.72
754.89
754.75
755.14
754.92
754.90
754.93
755.01
754.80
754.85
754.80
756.80
754.76
753.96
754.36
755.93
753.75
753.13
754.72
752.71
754.62
753.32
752.51
754.21
753.30
753.37
754.00
753.92
754.03
754.41
754.46
753.52
753.35
754.04
753.97
753.47
753.10
753.50
755.51
754.27 754.31
756.22
756.28
756.61
751.56
749.66
748.72
751.56
748.80
750.13
752.35
751.53
755.09
754.88
754.38
754.44
754.50
754.04
754.05
754.92
754.54
754.30
754.88
754.19
754.14
753.99
753.33
752.83
753.28
753.05
753.43
754.48
754.60
753.96
754.01
753.00
752.65
752.95
752.61
753.03
753.69
753.70
753.16753.09
752.42
752.31
752.70
752.40
752.13
752.70
752.29
752.69
753.64
753.16
752.54
752.85
753.41
753.26
753.05
752.83
752.69
753.23
753.05
752.87
752.09
751.91
752.47
752.09
752.04
752.57
752.15
752.55752.15
752.17
752.97
752.54
752.67
752.13
752.17
753.08
752.62
753.35
752.74
753.18
753.33
753.30
752.66
752.74
753.28
753.22
752.50
752.86
752.51
752.57
753.14
752.18
752.14
751.77
751.67
751.42
751.86
753.27
752.55
751.15
751.25
752.45
752.78
753.34
752.96
751.58
751.50
751.74
751.70
753.66
753.20
753.51
753.91
752.25
752.16
756.59
754.30
754.27
754.04
753.60
754.21
753.84
753.42
753.15
753.13
753.44
752.63
752.97
752.27
752.22
752.64
752.58
752.70
752.72
752.67
753.12
752.74
752.80
752.49
752.89
752.82
753.29
752.88
752.65
752.82
752.38
751.88 751.55
752.51
752.36
753.45
753.87
754.41
754.48
754.07
752.93
754.62
754.54
754.1875
3.1275
1.89
752.15
752.00
752.33
752.43
752.20 75
3.30
754.32 754.58 75
4.62
754.71
754.3775
3.94
753.50
754.00
754.24
752.35
752.38
752.46
752.47
754.60
754.67
754.26
753.94
754.40
754.74
754.26
753.63
753.18
753.43
751.73
752.31
753.22
752.99
752.36
753.41
753.23
753.06
753.40
753.09
753.12
753.19
753.26
753.37
755.48
756.29 756.4
7
755.94
753.59
753.24
753.65
754.19
754.38
754.25
754.37
752.85
752.54
754.89752.18
755.35
752.15
753.03
756.52
756.69
756.68
759.31
760.43
759.88
759.52
757.74
759.46
758.98
751.83
751.86
758.25 75
8.94
752.51
752.30
753.58
753.33
759.83
760.04
760.25
760.74
761.72
761.52
761.27
757.79
758.55
760.19
761.32
759.27 76
0.61
761.62
751.24
752.09
757.82
758.34
757.83
758.34
757.38
759.20
756.84
758.29
756.77
757.25
758.02
758.03
756.89
757.07
758.24
758.32
756.92
757.33
757.53
753.88 753.87
753.97
755.27
754.75
756.04
755.67
756.97
757.41
758.79
758.34
757.76
754.55
754.53
758.83
758.29
758.33
758.8175
8.68
758.19
758.33
758.87
757.26
757.69
757.01756.55
757.33
757.07
758.14
758.04
756.64
756.31
757.69
758.21
756.96
757.09
758.54
758.65
759.43
759.28
758.58
759.2475
9.25
758.79
760.66
762.16
760.27
759.64
760.93
761.46
762.68
759.06
758.63
758.13
758.42
757.94
755.16
755.17
755.24
754.88
758.33
757.84
757.77
758.29
758.35
757.83
758.26
758.29
757.79
757.76
757.17
757.66
757.74
757.25
758.30
757.84
758.47
761.89
760.38
761.10
762.53
758.37
761.95
757.84
757.12
757.12
757.28
758.44
756.76
755.76
755.74
755.53
755.16
754.86
754.86
758.36 757
.84
757.80
758.29
759.25 760.75
760.35
760.00
758.82
758.45
759.45
760.50
760.56
760.32
762.05
759.88
760.38
760.33
761.90
760.80
759.10
759.08758.41
757.43
756.65
758.55
760.19
760.67
758.74
758.75
758.87
758.37
758.21
758.18
758.33
757.79
758.38
758.90
758.94
758.81
758.76758.26
758.26
758.41
757.80
758.31
Property Line
0.8' W. of
Fence End is
No Parking
DirtNo Parking
Smoking Area
Conc. Covered
Retaining Wall
6" Conc.
39.41'
92.63'
96.28'
85.81'
85.62'
39.78'
45.12'
40.15'
40.29'
29.85'
TF 756.70
"Falcon Place"
1 Story Commercial Concrete Block Building
6
7566GR01
C6
FF = 54.90
205/
02/
14
AD
DE
ND
UM
#4
SITE PLAN FEATURES
BUIDLING ADDITION
DETENTION BASIN
ENLARGED WETLAND BOTTOM
DETENTION MANIFOLD
48" REINFORCED CONCRETE PIPE
PROPOSED SITE PLAN
PR
OP
OS
ED
SIT
E PL
AN
(NEW IMPERVIOUS SURFACES ONLY)
0.037 AC-FT DETENTION REQUIRED
(ENLARGED POND+OVERSIZED PIPE)
0.87 AC-FT DETENTION PROVIDED
(TOTAL SITE, PER ORDINANCE)
1.20 AC-FT DETENTION REQUIRED
0 S.F. PARKING LOT ADDITION
10,320 S.F BUILDING ADDITION
OF
RE
MA
RK
SD
AT
EN
O.
JOB NO.
FILENAME:
DATE:
SHEET
NO.
DA
TE
RE
MA
RK
S
Phone: (8
47) 696-4
060 Fax: (8
47) 696-4
065
Rose
mont, Illinois 6
0018
9575 W.
Hig
gins
Road, S
uite 7
00,
WES
TM
ON
T, IL
LIN
OIS
7566
3/31/14
14
RE
HA
BILIT
ATIO
N
CE
NTE
R
WES
TM
ON
T
NU
RSIN
G
AN
D
60
60
60
60 60
60
59
61
61
62
61
61
61
59
59
59
58
59
54
54
54
58
575
65554
535251
515253545
5565758
58
57
56
55
N:\Projects\7566\EXHIBITS\Board Package - 2014-07-01\7566 New Concept - 061714.dgn Default User=tward