W912P619B0007-AMD002_19_July_PLANS_Stru_Elec.pdf
PDF 1 MB Posted
- Attached to
- Chicago Lock North Pier Repairs - Chicago, IL
- Solicitation number
- W912P619B0007
About this file
THIS FILE CONTAINS THE REVISED PLAN SHEETS ; RE: STRUCTURAL ELECTRIC - AMENDMENT NO. 0002
View the file
Other files
Show all 15
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
FH
S
E W
E R L
IN
E
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg9:10:38 AM 7/22/2019
...\Chicago Lock North Pier Repair - 114419\40 - Geospatial Data\Drawings\CAD_BIM\_Sheets\114419_ED-101.dgn
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
P
O J E
C T I
D
F
IL
E N
A M
E
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
C H
IC
A G
O
IL
L
IN
O
IS
S L
A S
A L L E S
T S
U
IT
E
C H
IC
A G
O D
IS
T R
IC
T
K P
C
M A J
D I
A R
M A
N
F L
E
D -1
.d g n
K P
C
F L
E
D -1
.d g n
M A J
D I
A R
M A
N
A N
S I
D
IC
A G
O
IL
L
IN
O
IS
N O
R T
H P
IE
R R
E P
A
IR
S
C H
IC
A G
O L
O C
K
SHEET KEYNOTES
F A
Y E L
E F F
L E
R P
E
E L E
C T
R
IC
A L S
IT
E P
L A
N D
E M
O L
IT
IO
N
ED-101
F A
Y E L
E F F
L E
R P
E
E L E
C T
R
IC
A L S
IT
E P
L A
N D
E M
O L
IT
IO
N
ED-101
B1
SCALE: 3/32" = 1'
NORTH
PLAN
0 8' 32'16'
ELECTRICAL SITE PLAN - DEMOLITION
M A
T C
H L
IN
E T
O E
D -1
W P -1
-C -0
X
X
W P -1
-B -0
J
U N
E
REMOVED WITHOUT REPLACEMENT UNLESS NOTED OTHERWISE.
ALL LIGHTING AND BRANCH POWER CONDUIT WITHIN TUNNEL SHALL BE 8.
MATERIALS TO MAXIMUM EXTENT AT THE SPECIFIED LOCATIONS.
IDENTIFICATION SURVEY. ABATE/REMOVE ASBESTOS-CONTAINING
ASBESTOS-CONTAINING MATERIALS IDENTIFIEDAS HA61 AND HA64 IN THE
ABSESTOS-CONTAINING MATERIAL IDENTIFICATION SURVEY. ABATE
SEE SECTION 02 82 00 ASBESTOS REMEDIATION AND CHICAGO LOCK 7.
LIGHT POLE (EXISTING). RE-ROUTE CABLE AND CONDUIT BACK TO SOURCE.6.
OUTLET INCLUDING CABLE AND CONDUIT BACK TO SOURCE.
RECEPTACLE OUTLET. DISCONNECT AND REMOVE EXISTING RECEPTACLE 5.
SOURCE.
CAMERA TOWER (EXISTING). RE-ROUTE CABLE AND CONDUIT BACK TO 4.
FIXTURES INCLUDING CABLE AND CONDUIT BACK TO SOURCE.
LIGHTING BRANCH CIRCUIT. DISCONNECT AND REMOVE EXISTING LIGHT 3.
CABLE AND CONDUIT BACK TO SOURCE.
ABANDONED UTILITY (FLEX CONDUIT). DISCONNECT AND REMOVE INCLUDING 2.
CONDUIT BACK TO SOURCE.
ABANDONED CONDUIT. DISCONNECT AND REMOVE INCLUDING CABLE AND 1.
N O
T E C
H A
N G
E S
ENTRANCE
TUNNEL
6 6
PULLBOX
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg9:15:42 AM 7/22/2019
...\Chicago Lock North Pier Repair - 114419\40 - Geospatial Data\Drawings\CAD_BIM\_Sheets\114419_ED-106.dgn
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
O J E
C T I
D
F
IL
E N
A M
E
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
IC
A G
O
IL
L
IN
O
IS
S L
A S
A L L E S
T S
U
IT
E
C H
IC
A G
O D
IS
T R
IC
T
C H
R
IS
G
IA
C A
L O
N E P
E
K P
C
M A J
D I
A R
M A
N
C G
E
D -1
.d g n
C H
R
IS
G
IA
C A
L O
N E P
E
K P
C
C G
E
D -1
.d g n
M A J
D I
A R
M A
N
A N
S
IC
A G
O
IL
L
IN
O
IS
N O
R T
H P
IE
R R
E P
A
IR
S
C H
IC
A G
O L
O C
K
SHEET KEYNOTES
0 8' 32'16'A1
M A
T C
H L
IN
E T
O E
D -1
ELECTRICAL SITE PLAN - DEMOLITION
SCALE: 3/32"=1'-0"
E L E
C T
R
IC
A L S
IT
E P
L A
N D
E M
O L
IT
IO
N E
L E
C T
R
IC
A L S
IT
E P
L A
N D
E M
O L
IT
IO
N
ED-106ED-106
NORTH
PLAN
AND REMOVE EXISTING (2) 5" CONDUIT.
RUN NEW COMED PRIMARY FEEDER CABLE. DISCONNECT
FURNISH AND INSTALL (2) 5" CONDUIT ABOVE EXISTING AND1.
W P -1
-C -0
X
X
W P -1
-B -0
J
U N
E
N O
T E R
E M
O V
E D
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg9:23:43 AM 7/22/2019
...\Chicago Lock North Pier Repair - 114419\40 - Geospatial Data\Drawings\CAD_BIM\_Sheets\114419_ES-102.dgn
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
O J E
C T I
D
F
IL
E N
A M
E
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
IC
A G
O
IL
L
IN
O
IS
S L
A S
A L L E S
T S
U
IT
E
C H
IC
A G
O D
IS
T R
IC
T
K P
C
M A J
D I
A R
M A
N
F L
E
S -1
.d g n
K P
C
F L
E
S -1
.d g n
M A J
D I
A R
M A
N
A N
S
IC
A G
O
IL
L
IN
O
IS
N O
R T
H P
IE
R R
E P
A
IR
S
C H
IC
A G
O L
O C
K
SHEET KEYNOTES
B1
SCALE: 3/32" = 1'
NORTH
PLAN
0 8' 32'16'
F A
Y E L
E F F
L E
R P
E
ES-102
F A
Y E L
E F F
L E
R P
E
ES-102
E L E
C T
R
IC
A L S
IT
E P
L A
N E
L E
C T
R
IC
A L S
IT
E P
L A
N
M A
T C
H L
IN
E T
O E
S -1
ELECTRICAL SITE PLAN
M A
T C
H L
IN
E T
O E
S -1
W P -1
-C -0
X
X
W P -1
-B -0
J
U N
E
BID. SAME FOR TELECOM AND ELECTRONIC SECURITY/GATE CONTROL.
SOURCE/STARTING AND TERMINATION/ENDING POINTS AND INCLUDE IN
OF CABLES FOR RE-ROUTING OF 480/277. ALSO FIELD VERIFY
CONTRACTOR TO FIELD VERIFY AND INCLUDE IN BID NUMBER AND SIZE 8.
ELECTRICAL SERVICE AND GATE POWER AND CONTROLS.
INTERCEPT EXISTING (2) 5" UTILITY CONDUIT. ROUTE TEMPORARY 7.
EXISTING CONDUIT AND ROUTE NEW CABLE.
(AT&T). INTERCEPT REROUTING OF NEW TELECOM FIBER OPTIC CABLE
PROVIDE (1) 2" CONDUIT APPROXIMATELY 30" BELOW GRADE FOR 6.
12.47KV PRIMARY FEEDER.
PROVIDE PRECAST MAN HOLE APPROXIMATELY 6'X6'X6.5' FOR COMED 5.
LOW VOLTAGE POWER, SEE SHEET E-501 FOR DETAIL.
PROVIDE PRECAST CONCRETE HAND HOLE APPROXIMATELY 3'X3'X3' FOR 4.
TELECOM, SEE SHEET ES-501 FOR DETAIL.
PROVIDE PRECAST CONCRETE HAND HOLE APPROXIMATELY 3'X3'X3' FOR 3.
EXISTING DUCT-BANK TO NEW DUCT-BANK.
WORK CAREFULLY TO EXPOSE EXISTING CONDUIT AND CONNECT 2.
CONDUIT RUN INSTALLATION' AND 'C4090 CONDUIT RUN FORMATIONS'.
STANDARDS 'C4050 CONDUIT RUN TRENCH PREPARATION', 'C4171
DUCT BANK SHALL BE INSTALLED IN ACCORDANCE WITH COMED SYSTEM
GATE CONTROL.
(AT&T), ELECTRONIC SECURITY SYSTEM (VIDEO, ACCESS CONTROL) AND
(2) 5" CONDUIT FOR RE-ROUTING OF NEW TELECOM FIBER OPTIC CABLE
CIRCUITS.
(4) 5" CONDUIT FOR RE-ROUTING OF 480/277V LIGHTING AND POWER
DISTRIBUTION FEEDER.
(2) 5" CONDUIT FOR RE-ROUTING OF COMED 12.47KV PRIMARY
FOR CROSS SECTIONAL LAYOUT.
PROVIDE (8) 5" CONDUIT IN CONCRETE DUCT BANK. SEE SHEET ES-301 1.
HH
HH
MH
TEMP ELEC TEMP ELEC
TEMP ELECTEMP ELEC
REFER TO SHEET ES-301 DETAIL A8
REFER TO SHEET ES-301 DETAIL A5
REFER TO SHEET ES-301 DETAIL A9
REFER TO SHEET ES-301 DETAIL A9
REFER TO SHEET ES-301 DETAIL D6
ES-301
ES-102
ES-301
ES-102
N O
T E
S A
D D
E D
8+50
REFER TO SHET ES-301 DETAIL A5
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg9:35:38 AM 7/22/2019
...\Chicago Lock North Pier Repair - 114419\40 - Geospatial Data\Drawings\CAD_BIM\_Sheets\114419_ES-104.dgn
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
O J E
C T I
D
F
IL
E N
A M
E
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
IC
A G
O
IL
L
IN
O
IS
S L
A S
A L L E S
T S
U
IT
E
C H
IC
A G
O D
IS
T R
IC
T
C H
R
IS
G
IA
C A
L O
N E ,P
E
S
IT
E P
L A
N
K P
C
M A J
D I
A R
M A
N
C G
E
S -1
.d g n
A N
S
IC
A G
O
IL
L
IN
O
IS
N O
R T
H P
IE
R R
E P
A
IR
S
C H
IC
A G
O L
O C
K
SHEET KEYNOTES
ES-104
M A
T C
H L
IN
E T
O E
S -1
MATCHLINE TO ES-105
A1
SCALE: 3/32" = 1' 0 8' 32'16'
ELECTRICAL SITE PLAN
W P -1
-C -0
X
X
W P -1
-B -0
PROVIDE PULL-BOX AND ROUTE CONDUIT AS SHOWN ON SHEET ES-301.3.
PROVIDE PULL-BOX AND ROUTE CONDUIT AS SHOWN ON SHEET ES-301.2.
(VIDEO, ACCESS CONTROL) AND GATE CONTROL.
OPTIC CABLE (AT&T), ELECTRONIC SECURITY SYSTEM
- (2) 5" CONDUIT FOR RE-ROUTING OF NEW TELECOM FIBER
CIRCUITS.
- (2) 5" CONDUIT FOR RE-ROUTING OF LOW VOLTAGE POWER
- (20 5" CONDUIT FOR FUTURE GENERATOR WORK.
DISTRIBUTION FEEDER.
- (2) 5" CONDUIT FOR RE-ROUTING OF COMED 12.47KV PRIMARY
SIDE WALL. SEE SHEET ES-301 FOR CROSS SECTION LAYOUT.
1. PROVIDE (8) 5" CONDUIT AND MOUNT TO PIER
J
U N
E
ES-301
ES-104
ES-301
ES-104
REFER TO SHET ES-301 DETAIL A5
REFER TO SHET ES-301 DETAIL B2
ES-301
ES-104
N O
T E C
H A
N G
E S
25'-0" (MIN.)
4'-0"
5'-0" CLEAR 1'-6"1'-6"
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg9:43:44 AM 7/22/2019
...\Chicago Lock North Pier Repair - 114419\40 - Geospatial Data\Drawings\CAD_BIM\_Sheets\114419_SS-100.dgn
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
O J E
C T I
D
F
IL
E N
A M
E
IC
A G
O
IL
L
IN
O
IS
S L
A S
A L L E S
T S
U
IT
E
C H
IC
A G
O D
IS
T R
IC
T
F A
Y E L
E F F
L E
R P
E
K P
C
D A
V
II
D F
O R
C E S
E
E G
S
S
S -1
.d g n
A N
S
IC
A G
O
IL
L
IN
O
IS
N O
R T
H P
IE
R R
E P
A
IR
S
C H
IC
A G
O L
O C
K
F A
Y E L
E F F
L E
R P
E
K P
C
E G
S
D A
V
II
D F
O R
C E S
E
0 8'4' 16'B2
SCALE: 1/8" = 1'
M A
T C
H L
IN
E T
O S
S -1
S T
R U
C T
U R
A L P
L A
N S
T R
U C
T U
R A
L P
L A
N
SS-100SS-100
STRUCTURAL PLAN NEW CONCRETE
N
W C
O N
C R
E T
E N
E W C
O N
C R
E T
E
GENERAL NOTES
E1
PLAN HANDRAIL AT STEEL BOLLARD
SCALE: 1" = 1' 0 1' 2'6"S-100
C1
W P -1
-C -0
X
X
W P -1
-B -0
NORTH
PLAN
T R
U E N
J
U N
E
PLATES PROVIDING A 3/8" GAP IN THE ARMOR PLATE.
EXPANSION JOINTS AND SEALANT SHALL EXTEND THROUGH THE ARMOR 2.
TUNNEL JOINTS AND SHALL BE SPACED AT 18'-0" MAX O.C.
EXPANSION JOINTS SHALL BE ADJUSTED TO ALIGN WITH ANY EXISTING 1.
N O
T E A
D D
E D
SHEETS).
RELOCATIONS (SEE ELECTRICAL
WORK IN COORDINATION WITH UTILITY
MANHOLES. ALTERNATELY, PERFORM
OR SETTLEMENT OF EXISTING
METHODS TO PREVENT UNDERMINING
UNDER EXISTING MANHOLES USING
INSTALL NEW TIE RODS AND SLEEVES
SSP TIP EL. 567.5
A
SS-401
E.J. (TYP)
NEW GALVANIZED STEEL STAIR W/ HANDRAILS ON EACH SIDE
RETURN NEW HANDRAIL TO MATCH EXISTING
EDGE OF EXISTING TUNNEL
NEW HANDRAIL
OF EXISTING TUNNEL WALL
SLAB TO LAKEWARD FACE
EXTEND EDGE OF NEW
WALL
RETAINING
NEW
BOLLARD (TYP) (12 TOTAL)
NEW CAST STEEL
NEW HANDRAIL
NEW CONCRETE SLAB
WALL
CLOSURE
TUNNEL
CONCRETE
NEW
CAST STEEL BOLLARD
1/4" S.S. CHAIN AND LATCHING HARDWARE
CANTILEVER TOP AND MIDRAIL (TYP.)
4'-0"
18'-0"
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg9:48:51 AM 7/22/2019
...\Chicago Lock North Pier Repair - 114419\40 - Geospatial Data\Drawings\CAD_BIM\_Sheets\114419_SS-402.dgn
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
O J E
C T I
D
F
IL
E N
A M
IC
A G
O
IL
L
IN
O
IS
S L
A S
A L L E S
T S
U
IT
E
C H
IC
A G
O D
IS
T R
IC
T
F A
Y E L
E F F
L E
R P
E P
L A
N V
IE
W
E A
S T E
N D E
N L
A R
G E
D
SS-402
K P
C
D A
V
ID
F
O R
C E S
E
E G
S
S
S -4
.d g n
A N
S
IC
A G
O
IL
L
IN
O
IS
N O
R T
H P
IE
R R
E P
A
IR
S
C H
IC
A G
O L
O C
K
F A
Y E L
E F F
L E
R P
E P
L A
N V
IE
W
E A
S T E
N D E
N L
A R
G E
D
SS-402
K P
C
E G
S
D A
V
ID
F
O R
C E S
E
A1
SCALE: 3/8" = 1' 4'0 2' 8'
NORTH
PLAN
EAST END ENLARGED VIEW PLAN
W P -1
-C -0
X
X
W P -1
-B -0
J
U N
E
NEW HANDRAILS
A
SS-303
C
SS-401
A
SS-304
HANDRAIL IN KIND
REMOVE AND REPLACE
EXISTING HANDRAIL
(TYP.)
TUNNEL WITH MINIMUM 12" EMBEDMENT
FROM OUTSIDE FACE OF EXISTING
#5@12" O.C. DOWELS LOCATED FROM 12"
NEW METAL STAIR (SEE SPECIFICATIONS)
"BELLY IN". THICKEN SLAB (12" WIDTH) TO MATCH DEPTH OF EXISTING SLAB.
EXPANSION JOINT (NO DOWELS THIS JOINT ONLY) . ALIGN WITH CORNER OF
EXPANSION JOINT
24" MIN. EMBEDMENT (8 TOTAL)
NEW WALL BELOW STAIR LANDING
#6@12" DOWELS X 4'-0" LONG FOR
D S-503
ABANDONED STAIR
HANDRAIL TO CLOSE OFF
ADD NEW SECTION OF
CENTERED IN SLAB
#6@12" O.C. EACH WAY
REINFORCED WITH
(NO DOWELS).
PROVIDE E.J. ALL SIDES
SLAB OVER CA7.
NEW 8" CONCRETE
NEW GRATING
S Y
M B
O L I
N F
O R
M A
T
IO
N C
H A
N G
File details come from the government source that posted it.