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These plans are schematic and are subject to further refinement for compliance with coderequired exiting, life safety improvements and coordination with existing systems.
These plans are schematic and are subject to further refinement for compliance with coderequired exiting, life safety improvements and coordination with existing systems.
These plans are schematic and are subject to further refinement for compliance with coderequired exiting, life safety improvements and coordination with existing systems.
Halsted Street - Viaduct
Sub-Area A - Looking East Sub-Area B - Looking East
These plans are schematic and are subject to further refinement for compliance with coderequired exiting, life safety improvements and coordination with existing systems.
172'-15/8" 5'-33/4" 242'-61/4"
66'-21/2" 98'-51/4" 298'-53/8" 23'-0"
20'-81/4"
65'-0
1/2"
5'-0
"24
'-0"
22'-0
"3'
-01/
4"
6'-0"5'-0"
6"
10'-0" 24'-0" 26'-0" 26'-0" 24'-0" 9'-11"
3'-0
"40
'-0"
8'-0" 1'-6" 24'-0"
50'-0" 50'-0"
26'-93/8"
63'-8
"
26'-7"
19'-9 7/8"
35'-53/4"
8'-103/8"
35'-5
3/4"
8'-10
3/8"
10'-1
03/8"
5'-2
1/8"
12'-31/8"
24'-1
1"12
'-15/
8"
+0'-0"
+5'-2"
New Conc. Curb& Gutter Cul-De
Sac per CDOT
Fire Truck TurningRadius
New Fire DepartmentConnection (LocationApproximate)
Existing FireHydrant
Existing FireHydrant
Existing FireHydrant
LINE OF EXISTINGHUBBARD'S CAVE EASEMENT
Public Access to Dog Parkfrom Union Street
N. U
NIO
N A
VE
.66
' Pub
lic R
OW
Two-
Way
Tra
ffic
128.
79'
80' Public ROWTwo-Way Traffic
W. KINZIE STREET
420.0'
Structure ofViaduct
420.12'
Mechanical RoomEmergency generatorSwitch GearTransformer VaultSprinkler PumpGas MeterWater Meter
These plans are schematic and are subject to further refinement for compliance with coderequired exiting, life safety improvements and coordination with existing systems.
95'-0
1/2"
5'-0
"2'
-0" 6"
20'-0
"6"
2'-8
"40
'-63/
8"
87'-3" 72'-87/8" 28'-0" 208'-111/8" 22'-113/4"
18'-0
"25
'-81/
2"29
'-4"
30'-9
7/8"
2'-9
1/4"
172'-2" 120'-83/4" 119'-51/2" 7'-5" 66'-6"
127'-0"
10"
12'-0
"29
'-93/
4"65
'-51/
2"18
'-71/
4"2'
-37/
8"
+32'-0"
N. H
ALST
ED S
TREE
T
Stair 3
Ramp Down to Parking
NO
RTH
HA
LSTE
D S
TRE
ET
BR
IDG
E
Amenities
Pedestrian Bridge to Retail
Lobby
Secondary Garage EntryCantilevered Bridge
ExistingK2 Building
Proposed 38 Story Residential High-Rise Apartment BuildingPrivate Parking Garage373 Dwelling Units158 Parking Spaces (45%)Construction Type I-AGross Building Area 455,000 sf450'-0" Building HeightBuilding to be Fully Sprinklered withStandpipe and Fire Alarm System
These plans are schematic and are subject to further refinement for compliance with coderequired exiting, life safety improvements and coordination with existing systems.
95'-0
1/2"
5'-0
"2'
-0" 6"
20'-0
"6"
2'-8
"40
'-63/
8"
87'-3" 72'-87/8" 28'-0" 208'-111/8" 22'-113/4"
18'-0
"25
'-81/
2"29
'-4"
30'-9
7/8"
2'-9
1/4"
172'-2" 120'-83/4" 119'-51/2" 7'-5" 66'-6"
127'-0"
10"
12'-0
"29
'-93/
4"65
'-51/
2"18
'-71/
4"2'
-37/
8"
+32'-0"
N. H
ALST
ED S
TREE
T
Stair 3
Ramp Down to Parking
NO
RTH
HA
LSTE
D S
TRE
ET
BR
IDG
E
Amenities
Pedestrian Bridge to Retail
Lobby
Secondary Garage EntryCantilevered Bridge
ExistingK2 Building
Proposed 38 Story Residential High-Rise Apartment BuildingPrivate Parking Garage373 Dwelling Units158 Parking Spaces (45%)Construction Type I-AGross Building Area 455,000 sf450'-0" Building HeightBuilding to be Fully Sprinklered withStandpipe and Fire Alarm System
These plans are schematic and are subject to further refinement for compliance with coderequired exiting, life safety improvements and coordination with existing systems.
These plans are schematic and are subject to further refinement for compliance with coderequired exiting, life safety improvements and coordination with existing systems.
These plans are schematic and are subject to further refinement for compliance with coderequired exiting, life safety improvements and coordination with existing systems.
These plans are schematic and are subject to further refinement for compliance with coderequired exiting, life safety improvements and coordination with existing systems.
These plans are schematic and are subject to further refinement for compliance with coderequired exiting, life safety improvements and coordination with existing systems.
These plans are schematic and are subject to further refinement for compliance with coderequired exiting, life safety improvements and coordination with existing systems.
These plans are schematic and are subject to further refinement for compliance with coderequired exiting, life safety improvements and coordination with existing systems.
128.
79'
Structure ofViaduct Above
NO
RTH
HA
LSTE
D S
TRE
ET
BR
IDG
E A
BO
VE
419.88'
129.
02'
419.98'33.0' 33.0'
(Pub
lic R
ight
-of-
Way
= 66
.00'
Rec
.)
NO
RTH
UN
ION
AV
EN
UE
33.0'
CHICAGO, MILWAUKEE, ST. PAUL & PACIFIC RAILROAD
DEDICATION FOR RAIL TRANSIT ZONE D1PER PLAT OF DEDICATION RECORDED MAY 15, 2007 AS