W912EK18B0004-0001_-_Drawings.pdf
PDF 11 MB Posted
- Solicitation number
- W912EK18B0004
About this file
W912EK18B0004 Amendment 0001 Drawings
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Bid_Summary_Sheet_-_W912EK18B0004.pdf | ||
| W912EK18B0004-0001.pdf | ||
| W912EK18B0004.pdf | ||
| W912EK18B0004_Drawings.pdf |
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
A N
S I
D
E ic s p d f2 \1
\5
\B
IL
P O
B A
S E
G -0
.d g n
:4
:1
P
M
C O
E -M
V R
P W
P
R O
C
/3 /2
B .T J
O N
E S
C .D
D E
L O
N G
A .E
R O
D R
IG
U E
Z
T .E
M A
C K
G-002
IL
P O
R O
C K I S
L A
N D
IL
L
IN
O
IS
R O
C K I S
L A
N D D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
P E
O R
IA
IL
IL
L
IN
O
IS
R
IV
E R B
A S
IN
S H
E E
T P
IL
E W
A L L R
E P
A
IR
REF. NO.
SHEET
TITLE OF DRAWING
CIVIL
STRUCTURAL
SURVEY AND MAPPING
GEOTECHNICAL
ELECTRICAL
A S S
H O
W N
BASE
B
IL
P O
B A
S E
G -0
.d g n
GENERAL
P
G
G
W
MW
E
S
COMMUNICATIONS MANHOLE
ELECTRICAL MANHOLE
FIRE HYDRANT
GAS VALVE
GAS METER
PIPE BOLLARD
POWER JUNCTION BOX
MONITORING WELL
SIGN
SOIL BORING
STORM INLET
SURVEY CONTROL POINT
WATER VALVE
SECURITY CONDUITS (CAMERA)
ELECTRIC UNDERGROUND
GAS
STORM SEWER
SANITARY SEWER
WATER LINE
FENCE LINE
SHEET PILE WALL
TREE
TREE LINE
WATERS EDGE
WORK LIMIT
RIP RAP AREA
SANITARY/STORM SEWER MANHOLE
GENERAL NOTESLEGEND
SAND
A N
D G
E N
E R
A L N
O T
E S
IN
D
E X L E
G E
N D
SITE ACCESS
BORING LOCATION
IL
L
IN
O
IS
W
A T
E R
W A
Y P
R O J E
C T O
F F
IC
E
FIBER OPTIC
X
SLOPE
/0
/1
W E
K
B
SOLICITATION
FIELD VERIFY ALL UTILITY LOCATIONS 8.
REFERENCE
APPROXIMATE NATIONAL REGISTER DISTRICT BOUNDARY LINE INDICATES THE LIMITS OF USACE PROPERTY. SHOWN FOR 7.
INITIATE A LOCATE FOR ALL UTILITIES WITHIN LIMITS OF WORK. 6.
WILL NEED TO TAKE PLACE IN ORDER TO FACILITATE THE CONCURRENT WORK.
THERE IS A POSSIBILITY OF CONCURRENT WORK BEING PERFORMED BY OTHER CONTRACTOR(S), ADDITIONAL COORDINATION 5.
AREAS TO CONSTRUCTED FEATURES BY THE CONTRACTOR SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.
DISTURB ANY AREAS OUTSIDE OF THE DEFINED WORK LIMITS AND STAGING AREAS. ANY DAMAGE CAUSED TO ADJACENT
STAY WITHIN THE WORK LIMITS AS SHOWN ON THE DRAWINGS OR APPROVED BY THE CONTRACTING OFFICER. DO NOT 4.
FIELD VERIFY EXISTING CONDITIONS. 3.
ALL DIMENSIONS SHOWN ON THESE PLANS TO BE FIELD VERIFIED. 2.
PROJECT IS LOCATED IN PEORIA, IL. 1.
H T B
H T B
/0
/1
H
T B
M
IS
C E
L L
A N
E O
U S C
L A
R
IF
IC
A T
IO
N S
ONE-LINE DIAGRAME-601
PEDESTAL DETAILSE-502
LIGHT FIXTURE AND POLE DETAILSE-501
120V LIGHTING PLANE-103
ELECTRICAL PLANE-102
ELECTRICAL DEMOLITION PLANE-101
GENERAL NOTESE-001
ELEVATION DIAPHRAGM SHEET PILE WALL STA. 0+88.35 TO STA. 3+40S-201
PLAN DIAPHRAGM SHEET PILE WALL STA. 0+88.35 TO STA. 1+91.40S-101
STRUCTURAL NOTESS-001
DETAIL STORM DRAIN SUPPORTC-504
DETAIL STORM DRAIN SUPPORTC-503
DETAIL MANHOLEC-502
DETAIL STORM DRAIN SUPPORTC-501
PLAN STORM DRAIN SUPPORTC-401
SECTIONC-301
PLAN GRADINGC-115
PLAN STORM DRAINC-110
PLAN SITE DEMOLITIONC-105
BORING LOGSB-302
BORING LOGSB-301
PLAN BORING LOCATIONB-101
EXISTING CONDITIONS AREA 4V-105
EXISTING CONDITIONS AREA 3V-104
EXISTING CONDITIONS AREA 2V-103
EXISTING CONDITIONS KEY PLANV-102
EXISTING CONDITIONS KEY PLANV-101
PLAN BORROW AND EARTHWORK DISPOSAL AREAG-402
PLAN STAGING AREAG-401
PLAN SHEET PILING WALL ALIGNMENTG-103
PLAN WORK LIMITSG-102
PLAN GENERAL SITEG-101
ABBREVIATIONSG-003
INDEXG-002
BASE - COVER SHEETG-001
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
Sheet ID
E
E L E
V
N
E
E L E
V
N
E
E L E
V
N
E
E L E
V
N
E
E L E
V
N
E
E L E
V
N
E
E L E
V
N
E L E
V
N
E
E
E L E
V
N
P
G
P
P
P
W
P
WP
P
C
P
G
P
P
W
W
C
S
E
E
W
C
P
P
P
C
P
M W
P
P
P
P P
P
S
P
P
P
P
P
P
E
M
W
P
P
S
A N
S I
D
E ic s p d f2 \1
\5
\B
IL
P O
B A
S E
G -1
.d g n
:4
:5
P
M
C O
E -M
V R
P W
P
R O
C
/3 /2
G-101
IL
P O
R O
C K I S
L A
N D
IL
L
IN
O
IS
R O
C K I S
L A
N D D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
P E
O R
IA
IL
IL
L
IN
O
IS
R
IV
E R B
A S
IN
S H
E E
T P
IL
E W
A L L R
E P
A
IR
BLDG 308
MACHINE SHOP
BLDG 308
GARAGE
BLDG 308
OFFICE
BLDG 302
EQUIPMENT
BLDG 303
GARAGE
BLDG 306
SHOP
LOT
PARKING
ASPHALT
BLDG 301
OFFICE
MARINE WAY SLIP
ILLINOIS RIVER
A P
P R
O X
IM
A T
E N
A T
IO
N A
L R
E G
IS
T E
R D
IS
T R
IC
T B
O U
N D
A R
Y L
IN
E
BLDG 307
PAINT STORAGE
A G
G R
E G
A T
E D
R
IV
E W
A Y
AGGREGATE DRIVEWAY
0 80'SCALE : 1"=40'-0" 40'
N
BLDG 304
PATTERN STORAGE
EXISTING BOAT SLIP
APPROXIMATE NATIONAL REGISTER DISTRICT BOUNDARY LINE
APPROXIMATE NATIONAL REGISTER DISTRICT BOUNDARY LINE
P L
A N
A1
PLAN
MODIFICATION AREA
MARINE WAY
0+00
1+00
A S S
H O
W N
BASE
B
IL
P O
B A
S E
G -1
.d g n
ARCH-WEB WALL
EXISTING
ARCH-WEB WALL
EXISTING
M O
D
IF
IE
D D
IA
P H
R A
G M W
A L L
M D
W
STAGING AREA
BORROW AREA
DISPOSAL AREA
EARTHWORK
S
IT
E
G E
N E
R A
L
G-402
A1
G-401
A1
IL
L
IN
O
IS
W
A T
E R
W A
Y P
R O J E
C T O
F F
IC
E
B .T J
O N
E S
C .D
D E
L O
N G
A .E
R O
D R
IG
U E
Z
T .E
M A
C K
3H:1V
GENERAL NOTES
FOR REFERENCE
LINE INDICATES THE LIMITS OF USACE PROPERTY. SHOWN
APPROXIMATE NATIONAL REGISTER DISTRICT BOUNDARY 4.
EXISTING BOAT SLIP FILLED WITH SAND TO EL 450.0. 3.
FIELD VERIFY.
TOP ELEVATION OF EXISTING SHEETPILE WALL 455.59. 2.
BY USACE PRIOR TO CONSTRUCTION.
SAND WILL BE PLACED IN BOAT SLIP AND BORROW AREAS 1.
/0
/1
W E
K
B
SOLICITATION
/0
/1
H
T B
M
IS
C E
L L
A N
E O
U S C
L A
R
IF
IC
A T
IO
N S
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
1.5"
E
E L E
V
N
E
E L E
V
N
E
E L E
V
N
E
E L E
V
N
E
E L E
V
N
E
E L E
V
N
E
E L E
V
N
P
G
P
P
P
W
WP
P
C
P
G
P
P
W
W
C
S
E
E
W
C
P
P
P
C
P
M W
P
P
P
P P
P
S
P
P
P
P
P
P
E
M
W
P
P
A N
S I
D p w \M
V R -A
P P
W
IN
T .m v r.
d s .u s a c e .a rm y .m il :C
E M
V R R o c k I s la n d D is tr ic t\
D o c u m e n ts \C iv il W o rk s \I ll in o is R iv e r
B a s in \0
Il li n o is W a te rw a y P ro je c t
C o m p le x \B
IL
P O
S h e e tp il e W a ll R e p a ir \P la n S e ts \S h e e ts \B
IL
P O
B A
S E
G -1
.d g n
:2
:2
P
M
B E
D D
A E
R
/3 /2
J
O N
E S
C .D
D E
L O
N G
A .E
R O
D R
IG
U E
Z
T .E
M A
C
G-102
IL
P O
R O
C K I S
L A
N D
IL
L
IN
O
IS
R O
C K I S
L A
N D D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
P E
O R
IA
IL
IL
L
IN
O
IS
R
IV
E R B
A S
IN
S H
E E
T P
IL
E W
A L L R
E P
A
IR
MARINE WAY SLIP
N
EXISTING BOAT SLIP
APPROXIMATE NATIONAL REGISTER DISTRICT BOUNDARY LINE
APPROXIMATE NATIONAL REGISTER DISTRICT BOUNDARY LINE
P L
A N
A1
PLAN
MODIFICATION AREA
MARINE WAY
A S S
H O
W N
BASE
B
IL
P O
B A
S E
G -1
.d g n
ARCH-WEB WALL
EXISTING
ARCH-WEB WALL
EXISTING
O
R K L
IM
IT
S
SHEET KEYNOTES
ILLINOIS RIVER
ARCH-WEB WALL
EXISTING
11 10
6 7
8 9
GENERAL SHEET NOTES
IL
L
IN
O
IS
W
A T
E R
W A
Y P
R O J E
C T O
F F
IC
D
IS
T R
IC
T B
O U
N D
A R
Y L
IN
E
A P P
R O
X
IM
A T E N
A T
IO
N A L R
E G
IS
T
R
FOR REFERENCE.
LINE INDICATES THE LIMITS OF USACE PROPERTY. SHOWN
APPROXIMATE NATIONAL REGISTER DISTRICT BOUNDARY 2.
APPROXIMATE
COORDINATES RELATED TO WORK LIMITS ARE 1.
/0
/1
W E
K
B
SOLICITATION
0 100'SCALE : 1"=50'-0" 50'
2462986.85 E,1470771.62 N21.
2463022.96 E,1470820.12 N20.
2463227.01 E,1470665.24 N19.
2463285.30 E,1470618.21 N18.
2463494.50 E,1470470.01 N17.
2463562.96 E,1470565.24 N16.
2463553.51 E,1470646.78 N15.
2463585.71 E,1470691.56 N14
2463601.26 E,1470682.26 N13.
2463616.82 E,1470676.83 N12.
2463647.47 E,1470656.42 N11.
2463695.72 E,1470644.87 N10.
2463781.61 E,1470764.36 N 9.
2463687.57 E,1470833.27 N 8.
2463673.81 E,1470814.13 N 7.
2463337.49 E,1471055.90 N 6.
2463273.56 E,1470966.96 N 5.
2463168.98 E,1471042.13 N 4.
2463086.41 E,1470927.26 N 3.
2462727.78 E,1471185.06 N 2.
2462613.92 E,1471050.05 N 1.
WORK LIMITS COORDINATE
/0
/1
H
T B
M
IS
C E
L L
A N
E O
U S C
L A
R
IF
IC
A T
IO
N S
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
E
E L E
V
N
W
P
P
P
P
A N
S I
D
E ic s p d f2 \1
\5
\B
IL
P O
B A
S E
G -4
.d g n
:4
:4
P
M
C O
E -M
V R
P W
P
R O
C
/3 /2
J
O N
E S
C .D
D E
L O
N G
A .E
R O
D R
IG
U E
Z
T .E
M A
C
G-402
IL
P O
R O
C K I S
L A
N D
IL
L
IN
O
IS
R O
C K I S
L A
N D D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
P E
O R
IA
IL
IL
L
IN
O
IS
R
IV
E R B
A S
IN
S H
E E
T P
IL
E W
A L L R
E P
A
IR
N
P L
A N
A1
PLAN
A S S
H O
W N
BASE
B
IL
P O
B A
S E
G -4
.d g n
SHEET KEYNOTES
GENERAL SHEET NOTES
1+00
BORROW AREA
DISPOSAL AREA
EARTHWORK
MODIFICATION AREA
MARINE WAY
MARINE WAY SLIP
APPROXIMATE NATIONAL REGISTER DISTRICT BOUNDARY LINE
2463601.26 E,1470682.26 N11.
2463616.82 E,1470676.83 N10.
2463647.47 E,1470656.42 N 9.
2463695.72 E,1470644.87 N 8.
2463781.61 E,1470764.36 N 7.
2463687.57 E,1470833.27 N 6.
2463585.71 E,1470691.56 N 5.
EARTHWORK DISPOSAL AREA COORDINATES
2463592.13 E,1470787.53 N 4.
2463632.57 E,1470843.78 N 3.
2463391.07 E,1471017.38 N 2.
2463350.63 E,1470961.13 N 1.
BORROW AREA COORDINATES
0 60'SCALE : 1"=30'-0" 30'
D
IS
P O
S A
L A
R E
A
B O
R R
O W A
N D E
A R
T H
W O
R K
IL
L
IN
O
IS
W
A T
E R
W A
Y P
R O J E
C T O
F F
IC
E /0
/1
W E
K
B
SOLICITATION
BORROW AREA TO BE STOCKED BY USACE. 3.
19.
TESTING AS IDENTIFIED IN SPECIFICATION SECTION 01 57
OTHER SOURCE MATERIAL WILL BE SUBJECTED TO
PROVIDED AS IDENTIFIED IN SHEET BASE G-402. ANY
SPECIFICATIONS. FILL MATERIAL WILL BE GOVERNMENT
TESTING ACCORDING TO SECTION 01 57 19 OF THE
OF UNSATISFACTORY MATERIAL OFFSITE WITHOUT PRIOR
DEBRIS IS TO BE REMOVED FROM SITE. DO NOT DISPOSE
SITE. CONCRETE RUBBLE OR OTHER CONSTRUCTION
CONSTRUCTION DEBRIS IN THE EARTHWORK DISPOSAL
DISPOSAL AREA. DO NOT PLACE CONCRETE RUBBLE OR
ONLY PLACE UNSATISFACTORY SOIL IN EARTHWORK 2.
DISPOSAL AREA ARE APPROXIMATE.
COORDINATES RELATED TO BORROW AND EARTHWORK 1.
/0
/1
H
T B
M
IS
C E
L L
A N
E O
U S C
L A
R
IF
IC
A T
IO
N S
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
E
E L E
V
N
W
W
C
W
C
E E
C
P
C
P
P
P
A N
S I
D p w \M
V R -A
P P
W
IN
T .m v r.
d s .u s a c e .a rm y .m il :C
E M
V R R o c k I s la n d D is tr ic t\
D o c u m e n ts \C iv il W o rk s \I ll in o is R iv e r
B a s in \0
Il li n o is W a te rw a y P ro je c t
C o m p le x \B
IL
P O
S h e e tp il e W a ll R e p a ir \P la n S e ts \S h e e ts \B
IL
P O
B A
S E
C -1
.d g n
:0
:0
A
M
B E
D D
A E
R
/6 /2
C-105
IL
P O
R O
C K I S
L A
N D
IL
L
IN
O
IS
R O
C K I S
L A
N D D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
P E
O R
IA
IL
IL
L
IN
O
IS
R
IV
E R B
A S
IN
S H
E E
T P
IL
E W
A L L R
E P
A
IR
P L
A N
A1
PLAN
D E
M O
L
IT
IO
N
S
IT
E
0 4' 16'8'SCALE : 1/8"=1'-0"
N
A S S
H O
W N
GENERAL SHEET NOTES
BASE
B
IL
P O
B A
S E
C -1
.d g n
SHEET KEYNOTES
2463191.28 E, 1470941.42 N 7.
2463201.64 E, 1470934.07 N 6.
2463212.83 E, 1470949.31 N 5.
2463151.58 E, 1470992.86 N 4.
2463153.83 E, 1470996.05 N 3.
2463089.51 E, 1470906.56 N 2.
2463140.09 E, 1470870.20 N 1.
DEMO WORK AREA COORDINATES
IL
L
IN
O
IS
W
A T
E R
W A
Y P
R O J E
C T O
F F
IC
E
K .J S
U N
D E
R M
A N
F .R
C A
S T
R O
A .E
R O
D R
IG
U E
Z
T .E
M A
AREA
DEMO WORK
THE MODIFIED DIAPHRAGM WALL.
REQUIRED FOR THE PLACEMENT OF
THE EXISTING WALL THAT IS
ONLY REMOVE THE PORTION OF
REMOVE STAIRS
CURB AND GUTTER
DEMOLISH EXISTING
CONCRETE DEADMAN
REMOVE EXISTING
LINE
ABANDONED 1" WATER
BUILDING 301
TIEBACKS AND DEADMAN
SHEETPILE AND ASSOCIATED
DEMOLISH EXISTING
APPROXIMATE.
COORDINATES FOR DEMOLITION/EXCAVATION AREA ARE 8.
MORE INFORMATION.
SEE ELECTRICAL DEMOLITION PLAN SHEET E-101 FOR 7.
DEMOLITION AREA IF ENCOUNTERED.
DEMOLITION AREA. RELOCATE NORTHWEST OF
TELECOMMUNICATIONS LINES MAY PRESENT IN 6.
BE SHEET PILE. FIELD VERIFY.
AND DEMOLISH. ADDITIONAL DEADMEN ARE ASSUMED TO
APPROXIMATELY PARALLEL TO FAILED SHEETPILE WALL
APPROX. FIELD VERIFY. LOCATE ADDITIONAL DEADMEN
DEADMAN. LOCATION OF DEADMAN INDICATED IS
DEMOLISH AND REMOVE EXISTING EXPOSED CONCRETE 5.
THIS INCLUDES ANY ANCHORS AND DEADMAN(S).
THE EXISTING SHEETPILE WITHIN THE IDENTIFIED AREA,
ALONG WITH ANY STRUCTURAL ELEMENTS SUPPORTING
DIAPHRAGM WALL. ALSO TO BE REMOVED ARE STAIRS
REQUIRED FOR THE PLACEMENT OF THE MODIFIED
REMOVE PORTIONS OF THE EXISTING WALL THAT IS
SHEETPILE TO BE REMOVED IS APPROX 130'. ONLY
INDICATED. SHEETPILE IS APPROX 50' TALL. LENGTH OF
REMOVE ENTIRE HEIGHT OF EXISTING SHEETPILE AS 4.
WALL.
SPECIFICATIONS UPON SUDDEN PARTIAL FAILURE OF
SUBMIT EVACUATION PLAN IN ACCORDANCE WITH
SURCHARGE LOADS ON EXISTING WALLS ARE AVOIDED.
SEQUENCED SUCH THAT EXCESSIVE EQUIPMENT
INTERIM MEASURE. DEMOLITION WORK SHALL BE
UNSTABLE. STABILIZED WITH THE USE OF SAND AS AN
EXISTING SHEET PILE STRUCTURE IS CURRENTLY 3.
BETWEEN WALLS SHALL BE REMOVED PRIOR TO DEMO.
STRUCTURES. ANY STRUCTURAL CONNECTIONS
CARE SHOULD BE TAKEN TO AVOID DAMAGING ADJACENT 2.
BUILDING 301.
WORK SHOULD TAKE PLACE WITHIN 30 FT FROM
BEFORE BEGINNING DEMOLITION WORK. NO DEMOLITION
CONTRACTOR SHALL LOCATE AND RELOCATE UTILITIES 1.
/0
/1
W E
K
B
SOLICITATION
THIS WALL IN A NORTHERLY DIRECTION
TIEBACKS EXTEND PERPENDICULAR FROM
SEWER TO REMAIN
EXISTING STORM
PVC STORM SEWER.
REMOVE EXISTING 4"
PVC STORM SEWERS.
REMOVE EXISTING 4"
/0
/1
H
T B
M
IS
C E
L L
A N
E O
U S C
L A
R
IF
IC
A T
IO
N S
FIELD VERIFY.
THE PIPE IS EXPECTED TO BE 4" PVC.
REMOVE EXISTING 4" PVC STORM SEWER.
TO REMAIN.
EXISTING STORM SEWER
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
E
E L E
V
N
W
W
C
W
W
C
E
E
W
C
P
C
P
W
A N
S I
D p w \M
V R -A
P P
W
IN
T .m v r.
d s .u s a c e .a rm y .m il :C
E M
V R R o c k I s la n d D is tr ic t\
D o c u m e n ts \C iv il W o rk s \I ll in o is R iv e r
B a s in \0
Il li n o is W a te rw a y P ro je c t
C o m p le x \B
IL
P O
S h e e tp il e W a ll R e p a ir \P la n S e ts \S h e e ts \B
IL
P O
B A
S E
C -1
.d g n
:3
:5
P
M
B E
D D
A E
R
/6 /2
C-110
IL
P O
R O
C K I S
L A
N D
IL
L
IN
O
IS
R O
C K I S
L A
N D D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
P E
O R
IA
IL
IL
L
IN
O
IS
R
IV
E R B
A S
IN
S H
E E
T P
IL
E W
A L L R
E P
A
IR
N
P L
A N
A1
PLAN
1+00
F .R
C A
S T
R O
A S S
H O
W N
A .E
R O
D R
IG
U E
Z
T .E
M A
C K
BASE
B
IL
P O
B A
S E
C -1
.d g n
S T
O R
M D
R
IN
WALL
DIAPHRAGM
MODIFIED
C-501
A1
IL
L
IN
O
IS
W
A T
E R
W A
Y P
R O J E
C T O
F F
IC
E
SHEET KEYNOTES
K .J S
U N
D E
R M
EL 448.5. FIELD VERIFY
STORM SEWER, APPROX INVERT
CONNECT TO EXISTING 12" HDPE
INSTALL MANHOLE
MINIMUM SLOPE 1%
12" Ø HDPE PIPE.
DIAPHRAGM.
LOCATE DRAIN AT CENTER OF
12" Ø STORM DRAIN SUPPORT.
/0
/1
W E
K
B
SOLICITATION
0 4' 16'8'SCALE : 1/8"=1'-0"
GENERAL SHEET NOTES
ARE 4" Ø PVC MINIMUM SLOPE 1% EXCEPT AS NOTED.
ALL NEW STORM SEWER LINES DEPICTED ON THIS SHEET 1.
SEWER TO REMAIN.
EXISTING STORM
EXISTING INLET
CONNECT TO
TO REMAIN
EXISTING 4" PVC
C-503
A1
C-504
A1
/0
/1
H
T B
M
IS
C E
L L
A N
E O
U S C
L A
R
IF
IC
A T
IO
4" Ø PVC - 22.5° ELBOW 4.
1470926.21 N , 2463200.14 E, EL 442.58.
1470925.77 N , 2463199.83 E, EL 442.58.
1470925.99 N , 2463199.99 E, EL 443.17.
APPROXIMATE LOCATION OF STORM DRAIN EXIT INVERT: 3.
1470909.07 N , 2463181.15 E, EL 442.81.
1470908.07 N , 2463187.88 E, EL 442.81.
APPROXIMATE LOCATION OF STORM DRAIN EXIT INVERT: 2.
1470859.07 N , 2463151.88 E, EL 442.50.
APPROXIMATE LOCATION OF STORM DRAIN EXIT INVERT: 1.
EXISTING PIPE
CONNECT TO
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
E
E L E
V
N
W
W
C
P
W
W
C
E
E
W
C
P
C
P
P
W
A N
S I
D
E ic s p d f2 \1
\5
\B
IL
P O
B A
S E
C -1
.d g n
:4
:4
P
M
C O
E -M
V R
P W
P
R O
C
/3 /2
C-115
IL
P O
R O
C K I S
L A
N D
IL
L
IN
O
IS
R O
C K I S
L A
N D D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
P E
O R
IA
IL
IL
L
IN
O
IS
R
IV
E R B
A S
IN
S H
E E
T P
IL
E W
A L L R
E P
A
IR
N
P L
A N
A1
PLAN
1+00
F .R
C A
S T
R O
A S S
H O
W N
A .E
R O
D R
IG
U E
Z
T .E
M A
C K
BASE
B
IL
P O
B A
S E
C -1
.d g
WALL
DIAPHRAGM
MODIFIED
IL
L
IN
O
IS
W
A T
E R
W A
Y P
R O J E
C T O
F F
IC
E
H :1
V
H :1
V
5H:1V
5H:1V
0.78% GRADE
WALL EL 455.0
DIAPHRAGM
TOP OF MODIFIED
EL 456.0 2
C-301
A1
50'-0"
K .J S
U N
D E
R M
A N
175'-0"
APPROX EL 450.0'
MEET EXISTING GRADE
EL 456.0
EL 456.0
EL 456.0 EL 454.5
EL 454.5EL 457.4
EL 457.4
G R
A D
IN
G
TOP EL 455.59'. FIELD VERIFY
EXISTING SHEET PILING WALL.
GRADE. EL VARIES
MEET EXISTING
GRADE. EL VARIES
MEET EXISTING
GRADE. EL VARIES
MEET EXISTING
/0
/1
W E
K
B
SOLICITATION
0 20'10'SCALE : 1"=10'-0"
/0
/1
H
T B
M
IS
C E
L L
A N
E O
U S C
L A
R
IF
IC
A T
IO
N S
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
S I
D p w \M
V R -A
P P
W
IN
T .m v r.
d s .u s a c e .a rm y .m il :C
E M
V R R o c k I s la n d D is tr ic t\
D o c u m e n ts \C iv il W o rk s \I ll in o is R iv e r
B a s in \0
Il li n o is W a te rw a y P ro je c t
C o m p le x \B
IL
P O
S h e e tp il e W a ll R e p a ir \P la n S e ts \S h e e ts \B
IL
P O
B A
S E
C -5
.d g n
:5
:5
A
M
B E
D D
A E
R
/6 /2
.J S
U N
D E
R M
A N
F .R
C A
S T
R O
A .E
R O
D R
IG
U E
Z
T .E
M A
C
C-501
IL
P O
R O
C K I S
L A
N D
IL
L
IN
O
IS
R O
C K I S
L A
N D D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
P E
O R
IA
IL
IL
L
IN
O
IS
R
IV
E R B
A S
IN
S H
E E
T P
IL
E W
A L L R
E P
A
IR
D E
T A
IL
A S S
H O
W N
B
IL
P O
B A
S E
C -5
.d g n
BASE
A1
DETAIL
0 3" 6" 9" 12"SCALE : 3"=1'-0"
2'-0"
5" 5"
6"
#4B REBAR
CONCRETE
IL
L
IN
O
IS
W
A T
E R
W A
Y P
R O J E
C T O
F F
IC
E
S U
P P
O R
T
12" HDPE PIPE
1'-0"
MIN
ANCHOR STUD
12"
S T
O R
M D
R A
IN
/0
/1
W E
K
B
SOLICITATION
/0
/1
H
T B
M
IS
C E
L L
A N
E O
U S C
L A
R
IF
IC
A T
IO
N S
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
S I
D
E ic s p d f2 \1
\5
\B
IL
P O
B A
S E
C -5
.d g n
:4
:4
P
M
C O
E -M
V R
P W
P
R O
C
/3 /2
C-502
IL
P O
R O
C K I S
L A
N D
IL
L
IN
O
IS
R O
C K I S
L A
N D D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
P E
O R
IA
IL
IL
L
IN
O
IS
R
IV
E R B
A S
IN
S H
E E
T P
IL
E W
A L L R
E P
A
IR
D E
T A
IL
A S S
H O
W N
B
IL
P O
B A
S E
C -5
.d g n
A1
DETAIL
IL
L
IN
O
IS
W
A T
E R
W A
Y P
R O J E
C T O
F F
M
N H
O L E
TOP EL. VARIES
2'-0" MIN.
GASKET
KENT SEAL
TO MANHOLE
BOLT FRAME
GASKET
"O" RING
STANDARD M.H.
FILLET FOR
FIELD POURED
BOTH WAYS
#5 @ 12
E C
C E
N T
R
IC
C
O N
E S
T A
N D
A R
D P
R E
C A
S T S
E C
T
IO
N S
C L E
A R
9'-0"
7'-0" SQUARE
WITH BUTYL (TYP)
WRAP ALL JOINTS
BANDS
COMPRESSION
STEEL
STAINLESS
M A
X
1'-0"
1'-1"
4'-0" DIA.
R
IN
G S A
S R
E Q
U
IR
D
D A
D J
U S
T M
E N
T
S T
E P
S
O .C
P O
L Y C
O V
E R
E D S
T E
L
COVER. SEE DETAIL B5.
CAST IRON, SLOTTED MANHOLE
AGGREGATE BASE
COMPACTED CRUSHED
RINGS
ADJUSTMENT
INVET EL. VARIES
IN LENGTH
SLOTS VARY
1"1"
"4 31'-10
A2
PICK HOLE
CONCEALED
C2
1'-11" DIA.
"2
1"
"2
"16
2'-10" DIA.
"16 5"
"2 12'-
B2
SLOTTED LID
C2
SECTION
A2
SECTION
D2
FRAME
0 6" 1' 2'SCALE : 1 1/2"=1'-0"
0 6" 1' 2'SCALE : 1 1/2"=1'-0"
0 6" 1' 2'SCALE : 1 1/2"=1'-0"
0 6" 1' 2'SCALE : 1 1/2"=1'-0"
1'-9" 1' -1 1"
5"
BASE
/0
/1
W E
K
B
SOLICITATION
SCALE : 3/4"=1'-0" 0 1' 2' 3'
/0
/1
H
T B
M
IS
C E
L L
A N
E O
U S C
L A
R
IF
IC
A T
IO
N S
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
S I
D
E ic s p d f2 \1
\5
\B
IL
P O
B A
S E
C -5
.d g n
:4
:4
P
M
C O
E -M
V R
P W
P
R O
C
/3 /2
S
U N
D E
R M
A N
F .R
C A
S T
R O
A .E
R O
D R
IG
U E
Z
T .E
M A
C
C-503
IL
P O
R O
C K I S
L A
N D
IL
L
IN
O
IS
R O
C K I S
L A
N D D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
P E
O R
IA
IL
IL
L
IN
O
IS
R
IV
E R B
A S
IN
S H
E E
T P
IL
E W
A L L R
E P
A
IR
D E
T A
IL
A S S
H O
W N
B
IL
P O
B A
S E
C -5
.d g n
BASE
A1
DETAIL
0 3" 6" 9" 12"SCALE : 3"=1'-0"
2'-0"
5" 5"
6"
#4B REBAR
CONCRETE
IL
L
IN
O
IS
W
A T
E R
W A
Y P
R O J E
C T O
F F
IC
E
S U
P P
O R
T
1'-0"
MIN
ANCHOR STUD
S T
O R
M D
R A
IN
/0
/1
W E
K
B
SOLICITATION
12"
8"8"8"
PIPE. TYP
4" Ø PVC
/0
/1
H
T B
M
IS
C E
L L
A N
E O
U S C
L A
R
IF
IC
A T
IO
N S
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
S I
D p w \M
V R -A
P P
W
IN
T .m v r.
d s .u s a c e .a rm y .m il :C
E M
V R R o c k I s la n d D is tr ic t\
D o c u m e n ts \C iv il W o rk s \I ll in o is R iv e r
B a s in \0
Il li n o is W a te rw a y P ro je c t
C o m p le x \B
IL
P O
S h e e tp il e W a ll R e p a ir \P la n S e ts \S h e e ts \B
IL
P O
B A
S E
C -5
.d g n
:3
:3
P
M
B E
D D
A E
R
/6 /2
S
U N
D E
R M
A N
F .R
C A
S T
R O
A .E
R O
D R
IG
U E
Z
T .E
M A
C
C-504
IL
P O
R O
C K I S
L A
N D
IL
L
IN
O
IS
R O
C K I S
L A
N D D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
P E
O R
IA
IL
IL
L
IN
O
IS
R
IV
E R B
A S
IN
S H
E E
T P
IL
E W
A L L R
E P
A
IR
D E
T A
IL
A S S
H O
W N
B
IL
P O
B A
S E
C -5
.d g n
BASE
A1
DETAIL
0 3" 6" 9" 12"SCALE : 3"=1'-0"
6"
#4B REBAR
CONCRETE
IL
L
IN
O
IS
W
A T
E R
W A
Y P
R O J E
C T O
F F
IC
E
S U
P P
O R
T
1'-0"
MIN
ANCHOR STUD
S T
O R
M D
R A
IN
/0
/1
W E
K
B
SOLICITATION
PIPE. TYP
4" Ø PVC
/0
/1
H
T B
1'-0"
"4 38"2
16"4
2'-0"
5" 5"
12"
M
IS
C E
L L
A N
E O
U S C
L A
R
IF
IC
A T
IO
N S
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
E
E L E
V
N
W
W
PP
W
W
C
P
C
E E
C
P
P
C
P
P
P
P
A N
S I
D
E ic s p d f2 \1
\5
\B
IL
P O
B A
S E S -1
.d g n
:4
:0
P
M
C O
E -M
V R
P W
P
R O
C
/3 /2
S-101
IL
P O
R O
C K I S
L A
N D
IL
L
IN
O
IS
R O
C K I S
L A
N D D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
P E
O R
IA
IL
IL
L
IN
O
IS
R
IV
E R B
A S
IN
S H
E E
T P
IL
E W
A L L R
E P
A
IR
P L
A N
A1
PLAN
M A
T C
H L
IN
E S
T A .4
M A
T C
H L
IN
E S
T A
S T
A R
T O
F D
IA
P H
R A
G M W
A L L
PILE TYP
PS 31 SHEET
" TYP4
120'-7
CONNECTION TYP
WYE
' R
PILE TYP
PS 31 SHEET
"8 382'-5
" TYP4
120'-7
T
Y P
D
IA
P H
R A
G M S
H E
E T P
IL
E W
A L L
S T
A .3
T
O S
T A .4
PILE TYP
PS 31 SHEET
"8 510'-3
TYP
C .D
D E
L O
N G
A S S
H O
W N
A .E
R O
D R
IG
U E
Z
T .E
M A
C K
BASE
B
IL
P O
B A
S E S -1
.d g n
S T
A .3
N
IL
L
IN
O
IS
W
A T
E R
W A
Y P
R O J E
C T O
F F
IC
E
(DESIGN BASIS LBFOSTER SWC 30)
EXTRUDED WYE CONNECTOR
° 1
60°
A .B
C A
M P
B E
L L
D1 NO SCALE
PLAN
"4
1'- 3"
4" R
NOTE: SPLICE PLATE SHALL BE DRIVEN FULL HEIGHT OF MDW
STEEL SPLICE PLATE
ASTM A572 GR 50
NEW MDW
EXISTING SHEET PILING WALL
WALL
DEMO EXISTING
D1
/0
/1
W E
K
B
SOLICITATION
0 4' 16'8'SCALE : 1/8"=1'-0"
/0
/1
H
T B
M
IS
C E
L L
A N
E O
U S C
L A
R
IF
IC
A T
IO
N S
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
S I
D
E ic s p d f2 \1
\5
\B
IL
P O
B A
S E S -2
.d g n
:4
:0
P
M
C O
E -M
V R
P W
P
R O
C
/3 /2
.B
C A
M P
B E
L L
C .D
D E
L O
N G
A .E
R O
D R
IG
U E
Z
T .E
M A
C
S-201
IL
P O
R O
C K I S
L A
N D
IL
L
IN
O
IS
R O
C K I S
L A
N D D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
P E
O R
IA
IL
IL
L
IN
O
IS
R
IV
E R B
A S
IN
S H
E E
T P
IL
E W
A L L R
E P
A
IR
S H
E E
T P
IL
E W
A L L S
T A .3
E N
D O
F D
IA
P H
R A
G M
0 4' 16'8'SCALE : 1/8"=1'-0"A1
ELEVATION
WYE CONNECTION
TYP
SHEET PILE
PS 31
S T
A R
T O
F D
IA
P H
R A
G M
S T
A .7
S T
A .4
S T
A .5
S T
A .9
S H
E E
T P
IL
E W
A L L
W Y
E C
O N
N E
C T
IO
N
W Y
E C
O N
N E
C T
IO
N
W Y
E C
O N
N E
C T
IO
N
W Y
E C
O N
N E
C T
IO
N
A S S
H O
W N
E L E
V A
T
IO
N
BASE
S T
A .3
T
O S
T A .4
D
IA
P H
R A
G M S
H E
E T P
IL
E W
A L L
B
IL
P O
B A
S E S -2
.d g n
EL. 455.00'
TOP OF PS 31 SHEET PILE
EL. 409.00'
APPROX TOP OF ROCK
EL. 443.00'
EL. 454.50'
FLAT POOL
EL. 439.59'
IL
L
IN
O
IS
W
A T
E R
W A
Y P
R O J E
C T O
F F
IC
E
S T
A .1
W Y
E C
O N
N E
C T
IO
N
GENERAL NOTES
PENETRATION CRITERIA" IN SPECIFICATIONS.
AT ELEVATION 409FT, WITHOUT EXCEEDING "PILE
INSTALL PILES INTO BEDROCK, WHICH IS APPROXIMATELY 1.
EL. 442.50'
12" Ø HOLE
CL OF DRAIN HOLE
INVERT OF DRAIN HOLE
C L O
F D
R A
IN
H
O L E
TOP OF AGGREGATE
/0
/1
W E
K
B
SOLICITATION
C L O
F D
R A
IN
H
O L E
C L O
F D
R A
IN
H
O L E
C L O
F D
R A
IN
H
O L E
C L O
F D
R A
IN
H
O L E
C L O
F D
R A
IN
H
O L E
S T
A .6
S T
A .1
S T
A .7
S T
A .8
S T
A .0
S T
A .3
4" Ø HOLE 4" Ø HOLE
/0
/1
H
T B
M
IS
C E
L L
A N
E O
U S C
L A
R
IF
IC
A T
IO
N S
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
E
E L E
V
N
E
E L E
V
N
E
E L E
V
N
E
E L E
V
N
E
E L E
V
N
E
E L E
V
N
E
E L E
V
N
E L E
V
N
E
E
E L E
V
N
P
G
P
W
W P
P
C
P
G
P
P
W
W
C
S
E
E
W
C
P
P
P
C
P
M W
P
P
P P
P
S
P
P
P
P
P
P
E
M
W
P
P
S
A N
S I
D
E ic s p d f2 \1
\5
\B
IL
P O
B A
S E E -1
.d g n
:4
:4
P
M
C O
E -M
V R
P W
P
R O
C
/3 /2
IL
P O
R O
C K I S
L A
N D
IL
L
IN
O
IS
R O
C K I S
L A
N D D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
P E
O R
IA
IL
IL
L
IN
O
IS
R
IV
E R B
A S
IN
S H
E E
T P
IL
E W
A L L R
E P
IR
E-102
A S S
H O
W N
R
W A
R D
E L E
C T
R
IC
A L P
L A
N
1PED. 2
LT/PWR
PED. 3
LT/PWR
A1
SHORE POWER 480V RECEPTACLE CONDUIT ROUTING
BUILDING 306
OFFICE 301
PROJECT
BUILDING 308
MAINTENANCE
BUILDING 302 BUILDING 303
BUILDING 304
GENERAL SHEET NOTES SHEET KEYNOTES
0 80'SCALE : 1"=40'-0" 40'
SEE SHEET E-601 FOR CONDUIT AND CONDUCTOR SIZES.4.
PANELS, OR ANY ELECTRICAL BOXES.
CONDUIT BETWEEN PULL BOXES, JUNCTION BOXES,
DO NOT EXCEED 360 DEGREES OF TOTAL BENDS IN 3.
CONDUCTORS SHALL BE XHHW COPPER 75 DEGREE C.2.
FOR OUTDOOR ABOVE GROUND, AND EMT FOR INDOOR.
CONDUIT SHALL BE PVC COATED RGS FOR BURIED, RGS 1.
BASE
B
IL
P O
B A
S E E -1
.d g n
ENTRANCE DETAIL
BLDG 306 CONDUIT
SEE SHEET E-501 FOR
OPTION.
DIRECTIONAL BORING UNDER ASPHALT PARKING LOT IS AN 5.
AND C5.
MOGUL FOR FUTURE USE. SEE SHEET E-501, DETAILS C4
THROUGH-WALL LB / MOGUL ASSEMBLY. CAP OUTSIDE
THROUGH ATTIC FLOOR, SURFACE MOUNTED TO
ATTACHED TO ROOF TRUSSES, THEN VERTICALLY DOWN
CEILING INTO ATTIC. RUN HORIZONTALLY ACROSS CEILING
VERTICALLY SURFACE MOUNTED TO WALLS THROUGH
FUTURE 100A FLEET RECEPTACLES. RUN CONDUITS
RECEPTACLE PANELBOARD "B" TO FEED EACH OF FOUR
INSTALL A 2½-INCH EMT CONDUIT FROM EXISTING FLEET 4.
AT OUTSIDE MOGUL. SEE SHEET E-501, DETAILS C4 AND C5.
IN OPTION A SHALL BE CAPPED WITH A THREADED PIPE CAP
OF 30 INCHES MINIMUM. CONDUIT USED FOR LT/PWR PED 1.
UNDERGROUND. CONDUIT SHALL BE BURIED AT A DEPTH
PVC-COATED RGS CONDUIT JUST BEFORE GOING
SURFACE-MOUNTED VERTICALLY, THEN TRANSITION TO
ONCE OUTSIDE, RGS CONDUIT SHALL RUN
MOUNTED TO THROUGH-WALL LB / MOGUL ASSEMBLY.
VERTICALLY DOWN THROUGH ATTIC FLOOR, SURFACE
ACROSS CEILING ATTACHED TO ROOF TRUSSES, THEN
THROUGH CEILING INTO ATTIC. RUN HORIZONTALLY
CONDUITS VERTICALLY SURFACE-MOUNTED TO WALLS
RECEPTACLE ON LIGHT/POWER PEDESTALS 1, 2 AND 3. RUN
RECEPTACLE PANELBOARD "A" TO FEED EACH 100A FLEET
INSTALL A 2½-INCH EMT CONDUIT FROM EXISTING FLEET 3.
PEDESTAL / LIGHT POLE, AND LIGHT FIXTURE DETAILS.
POWER RECEPTACLES. SEE SHEETS E-501 AND E-502 FOR
POLE. PEDESTAL SHALL INCLUDE TWO 100A, 480V SHORE
INSTALL SHORE POWER RECEPTACLE PEDESTAL / LIGHT 2.
PEDESTAL / LIGHT POLE, AND LIGHT FIXTURE DETAILS.
POWER RECEPTACLE. SEE SHEETS E-501 AND E-502 FOR
POLE. PEDESTAL SHALL INCLUDE ONE 100A, 480V SHORE
INSTALL SHORE POWER RECEPTACLE PEDESTAL / LIGHT 1.
B
R A
D T
K E
/0
/1
J
B A
R T
E K
D
D E
M E
Y E
R W
E
K
B
IL
L
IN
O
IS
W
A T
E R
W A
Y P
R O J E
C T O
F F
IC
E
SOLICITATION
CONDUITS
TOTAL OF 8
PANEL BOARD B
FLEET RECETACLE
PANEL BOARD A
FLEET RECETACLE
/0
/1
H
T B
M
IS
C E
L L
A N
E O
U S C
L A
R
IF
IC
A T
IO
N S
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
E
E L E
V
N
E
E L E
V
N
E
E L E
V
N
E
E L E
V
N
E
E L E
V
N
E
E L E
V
N
E
E L E
V
N
E L E
V
N
E
E
E L E
V
N
P
G
P
W
W P
P
C
P
G
P
P
W
W
C
S
E
E
W
C
P
P
P
C
P
M W
P
P
P P
P
S
P
P
P
P
P
P
E
M
W
P
P
S
A N
S I
D
E ic s p d f2 \1
\5
\B
IL
P O
B A
S E E -1
.d g n
:4
:4
P
M
C O
E -M
V R
P W
P
R O
C
/3 /2
IL
P O
R O
C K I S
L A
N D
IL
L
IN
O
IS
R O
C K I S
L A
N D D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
P E
O R
IA
IL
IL
L
IN
O
IS
R
IV
E R B
A S
IN
S H
E E
T P
IL
E W
A L L R
E P
E-103
A S S
H O
W N
R
W A
R D
V L
IG
H T
IN
G P
L A
N
PED.1
LT/PWR
PED. 2
LT/PWR
PED. 3
LT/PWR
A1
120V LIGHTING/RECEPTACLE CONDUIT ROUTING
BUILDING 302 BUILDING 303
BUILDING 304
BUILDING 306
MAINTENANCE BUILDING 308 OFFICE 301
PROJECT
GENERAL SHEET NOTES
SHEET KEYNOTES
SEE SHEET E-601 FOR CONDUIT AND CONDUCTOR SIZES.3.
CONDUCTORS SHALL BE XHHW COPPER 75 DEGREE C.2.
FOR OUTDOOR ABOVE GROUND, AND EMT FOR INDOOR.
CONDUIT SHALL BE PVC COATED RGS FOR BURIED, RGS 1.
BASE
B
IL
P O
B A
S E E -1
.d g n
0 80'SCALE : 1"=40'-0" 40'
B
R A
D T
K E
/0
/1
J
B A
R T
E K
D
D E
M E
Y E
R W
E
K
B
IL
L
IN
O
IS
W
A T
E R
W A
Y P
R O J E
C T O
F F
IC
E
SOLICITATION
AT LT/PWR PED 3.
FOR BASE BID, END LIGHTING CONDUIT AND CONDUCTORS 3.
REFERENCE.
FOR BUILDING 306 CONDUIT ENTRANCE DETAIL FOR
TO PANELBOARD LP-308-S. SEE SHEET E-501, DETAIL C5,
VERTICALLY AND HORIZONTALLY SECURED TO INSIDE WALL
OUTSIDE WALL. INTERIOR CONDUITS SHALL RUN
EXTERIOR CONDUIT SHALL RUN VERTICALLY DOWN
FUTURE USE. CAP THE EXTERIOR MOGUL FOR FUTURE USE.
OTHER INTERIOR CONDUIT SHALL BE INSTALLED FOR
SECURITY LIGHTS LOCATED AT PEDESTALS 1, 2 AND 3. THE
LIGHTS. ONE INTERIOR CONDUIT SHALL BE USED TO FEED
TWO EMT CONDUITS INTERIOR TO FEED NEW SECURITY
INSTALL ONE NEW 2 INCH RGS CONDUIT EXTERIOR, AND 2.
AT A DEPTH OF 30 INCHES MINIMUM.
FEED NEW SECURITY LIGHTS. CONDUIT SHALL BE BURIED
INSTALL ONE NEW 2 INCH PVC COATED RGS CONDUIT TO 1.
/0
/1
H
T B
M
IS
C E
L L
A N
E O
U S C
L A
R
IF
IC
A T
IO
N S
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
Sheet ID
A N
S I
D
E ic s p d f2 \1
\5
\B
IL
P O
B A
S E E -5
.d g n
:4
:4
P
M
C O
E -M
V R
P W
P
R O
C
/3 /2
IL
P O
R O
C K I S
L A
N D
IL
L
IN
O
IS
R O
C K I S
L A
N D D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
P E
O R
IA
IL
IL
L
IN
O
IS
R
IV
E R B
A S
IN
S H
E E
T P
IL
E W
A L L R
E P
E-501
S S
H O
W N
R
W A
R D
L
IG
H T F
IX
T U
R E P
O L E D
E T
A
IL
S
DIA.
(4) #6 @ 90°
#4 SPIRAL
1'-0"
BY LIGHT POLE MANUFACTURER.
AND QUANTITY AS RECOMMENDED
EACH LIGHT POLE. SIZE, LENGTH,
ANCHOR BOLTS ARE REQUIRED FOR 1.
NOTES:
" CHAMFER, TYP4
0 6" 1' 2'SCALE : 1 1/2"=1'-0"
C1
SECURITY LIGHT FIXTURE AND POLE DETAIL
ROADWAY SURFACE
FASTENING BOLT
HINGED-POLE
ANCHOR BOLT COVER
WITH EXPANDING FOAM.
EXTEND 2" ABOVE CONCRETE AND SEAL
2" CONDUIT ENTERING LIGHT POLE BASE.
HAND HOLE
NOTES:
NEW LIGHT (SEE DETAIL A1 THIS SHEET)
PROVIDE NEW CONCRETE FOUNDATION FOR
LIGHTING TIMER.
CONTINOUS FROM NEW
INSTALL NEW CONDUCTOR
SHALL TILT TOWARD THE EAST FENCE
STEEL POLE (DARK BRONZE), POLE
NEW 5" SQUARE. TIP-DOWN, HINGED,
FEATURES
PROFILE: 1 LAMP
GENERAL DESCRIPTION
C3
LED AREA LIGHT
LAMP TYPE: 144W LED, 70 CRI, 5,000K
208 VOLTDRIVER:
LUMENS = 11,500
OTHER: DISTRIBUTION = 40° FLOOD
TEMPERATURE: MINIMUM STARTING = -40°F
APPROXIMATLY 30 INCHES APART
INLINE BULLHORN WITH LAMPS MOUNTED
MOUNTING TYPE: ADJUSTABLE SLIPFITTER ON 3 LAMP
REFLECTORS: FACETED SPECULAR ALUMINUM
TEMPERED GLASSLENS:
HEAVY DUTY CAST ALUMINUMHOUSING:
DARK BRONZE
POWDER PAINTED TO MATCH POLE COLOR, FINISH:
BULLHORN BASIS OF DESIGN: CREE CAT. # %E-PT3E180DB
LAMP BASIS OF DESIGN: CREE CAT. # E-HL6F11CSZ
A3
PEDESTAL DETAIL
BLDG FLOOR
EXISTING INTERIOR
EARTH
EXISTING
NEW LB
RGS CONDUIT
NEW PVC COATED
480V, 100A RECEPTACLE
2" CONDUITS 2" CONDUITS
A4
PEDESTAL DETAIL
SURFACE
ASPHALT
CONCRETE
4000 PSI
A2
TRENCHING DETAIL
GRADE
EXISTING
M
IN
18" MIN
TAPE
WARNING
GROUND
UNDER-
ON PLAN
SIZE AS INDICATED
BOTTOM OF TRENCH,
LAY CONDUIT IN
A1
LIGHT POLE FOUNDATION DETAIL
SCALE : NTS
SCALE : NTS SCALE : NTS
SCALE : NTSSCALE : NTS
SCALE : NTS
ENCLOSURE
NEMA 3R
TRANSFORMER
2 KVA
WHILE IN USE.
WEATHERPROOF
ENCLOSURE,
WEATHERPROOF,
RECEPTACLE-
120V, 20A
THIS SHEET)
POLE (SEE DETAIL C3
COLOR SHALL MATCH
LED AREA LIGHT,
AND LIGHTING
RECEPTACLES
TO
ENCLOSURE
NEMA 3R
TRANSFORMER
2 KVA
WHILE IN USE.
WEATHERPROOF
ENCLOSURE,
WEATHERPROOF,
RECEPTACLE-
120V, 20A
RECEPTACLE
480V, 100A
SHEET E-502.
OF PEDESTAL. SEE
PLATE TO BE PART
STEEL MOUNTING
SHEET E-502.
OF PEDESTAL. SEE
PLATE TO BE PART
STEEL MOUNTING
BASE
B
IL
P O
B A
S E E -5
.d g n
WEATHERPROOF ENCLOSURE
CIRCUIT BREAKER - 15A
TRANSFORMER PRIMARY
WEATHERPROOF ENCLOSURE
CIRCUIT BREAKER - 20A
TRANSFORMER SECONDARY
WEATHERPROOF ENCLOSURE
CIRCUIT BREAKER - 20A
TRANSFORMER SECONDARY
WEATHERPROOF ENCLOSURE
CIRCUIT BREAKER - 15A
TRANSFORMER PRIMARY
DETAILS A3 AND A4 NOTES
" DEEP, 19.5 POUNDS 4
3WIDE X 6
" 8
7NOM. DIMENSIONS W/ YOKE: 17" HIGH X 15
CONDUIT BEND
INSTALL SWEEPING
FITTING
CONTRACTION
EXPANSION/
RGS CONDUIT
CONDUIT
NEW EMT
CONDUIT
NEW RGS
SIDING
EXISTING BLDG
C4
CONDUIT DETAIL
(ENTRANCE AT BLDGS 306 AND 308) SCALE : NTSC5
MOGUL SPACING DETAIL
4'-0"
GROUND ELEVATION
DISCONNECT
RECEPTACLE /
INTERLOCKING
IRON
MALLEABLE
ALUMINUM OR
CAST
DISCONNECT
RECEPTACLE /
INTERLOCKING
IRON
MALLEABLE
ALUMINUM OR
CAST
DISCONNECT
RECEPTACLE /
INTERLOCKING
IRON
MALLEABLE
ALUMINUM OR
CAST
CAP
WITH THREADED
MOGUL HERE
CAP EXTERNAL
FUTURE USE,
INSTALLED FOR
FOR CONDUITS
MOGUL
NEW CAST METAL
RECEPTACLE.
BE ENERGIZED UNLESS PLUG IS INSERTED IN
OPERATION: DISCONNECT SWITCH SHALL NOT BE ABLE TO 3.
RECEPTACLES SHALL BE NEMA 4, WATERTIGHT RATED.
INTERLOCKING DISCONNECTS ASSOCIATED WITH FLEET 2.
MOUNTING PLATES.
BETWEEN ANY ALUMINUM ENCLOSURES AND STEEL
PROTECT AGAINST CORROSION FROM DISSIMILAR METALS 1.
BASE BID
(LT/PWR PED) 2 AND 3 FOR
RECEPTACLE PEDESTALS
MOGULS IN USE FOR
FOR OPTION A
MOGUL IN USE
ACLES
RECEPT-
FUTURE
FOR
MOGULS
SPARE
BID
BASE
FOR
MOGUL
CAP
TYP
MOGUL,
2½"
TO SEAL FOR FUTURE USE
INSTALL THREADED CAPS
(LT/PWR PED 3) (LT/PWR PEDS 1 AND 2)
B
R A
D T
K E
/0
/1
J
B A
R T
E K
D
D E
M E
Y E
R
IL
L
IN
O
IS
W
A T
E R
W A
Y P
R O J E
C T O
F F
IC
E
PEDESTAL NOTES:
OF ELEVATION AS POSSIBLE
ON STEEL PLATE AS HIGH
1. PLACE ALL EQUIPMENT
PEDESTAL NOTES:
OF ELEVATION AS POSSIBLE
ON STEEL PLATE AS HIGH
1. PLACE ALL EQUIPMENT
SOLICITATION
W E
K
B
SHS-20-50-Y-TA-DB
BASIS OF DESIGN IS SPAULDING 4.
IF REQUIRED TO TILT POLE.
LOWERING WINCH SHALL BE INCLUDED 3.
SHOWN.
POLE HINGE IS REQUIRED, BUT NOT 2.
APPROXIMATE 20 FT MOUNTING HEIGHT. 1.
2'-6"2'-6"
/0
/1
H
T B
M
IS
C E
L L
A N
E O
U S C
L A
R
IF
IC
A T
IO
N
E
E L E
V
N
E
E L E
V
N
E
E L E
V
N
E
E L E
V
N
E
E L E
V
N
E
E L E
V
N
E
E L E
V
N
E L E
V
N
E
E
E L E
V
N
P
G
P
P
P
W
WP
P
C
P
G
P
P
W
W
C
S
E
E
W
C
P
P
P
C
P
M W
P
P
P
P P
P
S
P
P
P
P
P
P
E
M
W
P
P
S
A N
S I
D
E ic s p d f2 \1
\5
\B
IL
P O
O P
T A
C -1
.d g n
:4
:5
P
M
C O
E -M
V R
P W
P
R O
C
/3 /2
C-115
IL
P O
R O
C K I S
L A
N D
IL
L
IN
O
IS
R O
C K I S
L A
N D D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
P E
O R
IA
IL
IL
L
IN
O
IS
R
IV
E R B
A S
IN
S H
E E
T P
IL
E W
A L L R
E P
A
IR
BLDG 308
MACHINE SHOP
BLDG 308
GARAGE
BLDG 308
OFFICE
BLDG 302
EQUIPMENT
BLDG 303
GARAGE
BLDG 306
SHOP
LOT
PARKING
ASPHALT
BLDG 301
OFFICE
MARINE WAY SLIP
ILLINOIS RIVER
BLDG 309
OIL STORAGE
BLDG 307
PAINT STORAGE
A G
G R
E G
A T
E D
R
IV
E W
A Y
AGGREGATE DRIVEWAY
0 80'SCALE : 1"=40'-0" 40'
N
BLDG 304
PATTERN STORAGE
EXISTING BOAT SLIP
P L
A N
A1
PLAN
MODIFICATION AREA
MARINE WAY
0+00
1+00
B O
A T S
L
IP
A S S
H O
W N
OPTION A
G R
A D
IN
G
C-301
A1
PILING WALL
EXISTING SHEET
EL 456.0
5H:1V
B .T J
O N
E S
C .D
D E
L O
N G
A .E
R O
D R
IG
U E
Z
T .E
M A
C K
B
IL
P O
O P
T A
C -1
.d g n
WALL EL 455.0
DIAPHRAGM
TOP OF MODIFIED
0.78% GRADE
IL
L
IN
O
IS
W
A T
E R
W A
Y P
R O J E
C T O
F F
IC
E
GRADE. EL VARIES.
MEET EXISTING
GRADE. EL VARIES.
MEET EXISTING
EL 456.0
EL 456.0
EL 454.5
EL 454.5
W E
K
B
EL. 459.4
EL. 459.4
/0
/1
SOLICITATION
SHEET BASE G-402.
IN THE BORROW AREA AS SHOWN ON
ELEVATION 430'. SAND IS TO BE PLACED
CONSTRUCTED. REMOVE SAND ABOVE
AFTER MODIFIED DIAPHRAGM WALL IS
EXISTING SAND BERM TO BE REMOVED
/0
/1
H
T B
M
IS
C E
L L
A N
E O
U S C
L A
R
IF
IC
A T
IO
N S
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
S I
D
E ic s p d f2 \1
\5
\B
IL
P O
O P
T A
C -3
.d g n
:4
:5
P
M
C O
E -M
V R
P W
P
R O
C
/3 /2
C-301
IL
P O
R O
C K I S
L A
N D
IL
L
IN
O
IS
R O
C K I S
L A
N D D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
P E
O R
IA
IL
IL
L
IN
O
IS
R
IV
E R B
A S
IN
S H
E E
T P
IL
E W
A L L R
E P
A
IR
A1
SECTION
S E
C T
IO
N
B O
A T S
L
IP
A S S
H O
W N
OPTION A
G R
A D
IN
G
APPROX TOP OF ROCK
EL. 409.00'
EL. 430.00'
APPROX BOTTOM OF BOATSLIP
GROUND
EXISTING
E L .0
50'-0"
0.78% GRADE
B .T J
O N
E S
C .D
D E
L O
N G
A .E
R O
D R
IG
U E
Z
T .E
M A
C K
B
IL
P O
O P
T A
C -3
.d g n
WALL
WEB SHEET PILING
EXISTING ARCH SAND FILL
EL. 439.59'
FLAT POOL
IL
L
IN
O
IS
W
A T
E R
W A
Y P
R O J E
C T O
F F
IC
E
WALL
DIAPHRAGM
MODIFIED
GRADATION CA6 FILL
18" IL DOT AGGREGATE
EL. 450.00'
TOP OF EXISTING GRADING
EL. 454.50'
TOP OF BOATSLIP GRADING
EL 455.0'
TOP OF SHEETPILE
10'-0"
/0
/1
W E
K
B
SOLICITATION
0 60'SCALE : 1"=30'-0" 30'
SHEET BASE G-402.
BORROW AREA AS SHOWN ON
430'. SAND IS TO BE PLACED IN THE
REMOVE SAND ABOVE ELEVATION
SAND BERM TO BE REMOVED.
/0
/1
H
T B
M
IS
C E
L L
A N
E O
U S C
L A
R
IF
IC
A T
IO
N S
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
E
E L E
V
N
W
W
C C
E E
C
P
C
P
P
A N
S I
D
E ic s p d f2 \1
\5
\B
IL
P O
O P
T A S -1
.d g n
:4
:4
P
M
C O
E -M
V R
P W
P
R O
C
/3 /2
S-101
IL
P O
R O
C K I S
L A
N D
IL
L
IN
O
IS
R O
C K I S
L A
N D D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
P E
O R
IA
IL
IL
L
IN
O
IS
R
IV
E R B
A S
IN
S H
E E
T P
IL
E W
A L L R
E P
A
IR
N
P L
A N
A1
PLAN
OPTION A
"16 182'-5
M A
T C
H L
IN
E S
T A .4
" TYP4
120'-7
" TYP4
120'-7
PILE TYP
PS 31 SHEET
' R
W Y
E C
O N
N E
C T
O R
S T
A .9
S T
A .5
S T
A .1
TYP
CONNECTION
WYE
S T
A R
T O
F M
O D
IF
IE
D D
IA
P H
R A
G M
W A
L L
M D
W S
T A
E N
D O
F M
O D
IF
IE
D D
IA
P H
R A
G M
W A
L L
M D
W S
T A .3
W Y
E C
O N
N E
C T
O R
S T
A .6
BID TYP
WALL. BASE
DIAPHRAGM
EXISTING PS 31
W Y
E C
O N
N E
C T
O R
W Y
E C
O N
N E
C T
O R
WEB PILING WALL
EXISTING ARCH
S T
A T
O S
T A .3
PILING TYP
PS 31 SHEET
C .D
D E
L O
N G
A .E
R O
D R
IG
U E
Z
T .E
M A
C K
B
IL
P O
O P
T A S -1
.d g n
IL
L
IN
O
IS
W
A T
E R
W A
Y P
R O J E
C T O
F F
IC
E
N .T .S
A .B
C A
M P
B E
L L
A4
PLAN
A4
5/8
OVERLAP TEE
NO SCALE
NEW MDW
WEB PILING WALL
EXISTING ARCH
NEW MDW
5/8
"*4
*ALL STEEL USED FOR CONNECTION SHALL BE ASTM A572 GR. 50
UT 100%
CJP
D
IA
P H
R A
G M S
H E
E T P
IL
E
/0
/1
W E
K
B
SOLICITATION
0 4' 16'8'SCALE : 1/8"=1'-0"
/0
/1
H
T B
M
IS
C E
L L
A N
E O
U S C
L A
R
IF
IC
A T
IO
N S
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
1.5"
E
E L E
V
N
E
E L E
V
N
E
E L E
V
N
E
E L E
V
N
E
E L E
V
N
E
E L E
V
N
E
E L E
V
N
P
G
P
W
W P
P
C
P
G
P
P
W
W
C
S
E
E
W
C
P
P
P
C
P
M W
P
P
P P
P
S
P
P
P
P
P
P
E
M
W
P
P
A N
S I
D p w \M
V R -A
P P
W
IN
T .m v r.
d s .u s a c e .a rm y .m il :C
E M
V R R o c k I s la n d D is tr ic t\
D o c u m e n ts \C iv il W o rk s \I ll in o is R iv e r
B a s in \0
Il li n o is W a te rw a y P ro je c t
C o m p le x \B
IL
P O
S h e e tp il e W a ll R e p a ir \P la n S e ts \S h e e ts \B
IL
P O
O P
T A E -1
.d g n
:5
:4
A
M
B E
D D
A E
R
/6 /2
IL
P O
R O
C K I S
L A
N D
IL
L
IN
O
IS
R O
C K I S
L A
N D D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
P E
O R
IA
IL
IL
L
IN
O
IS
R
IV
E R B
A S
IN
S H
E E
T P
IL
E W
A L L R
E P
E-102
A S S
H O
W N
E L E
C T
R
IC
A L P
L A
N
A1
SHORE POWER 480V RECEPTACLE CONDUIT ROUTING
BUILDING 306
OFFICE 301
PROJECT
BUILDING 302 BUILDING 303
BUILDING 304
OPTION A
B
IL
P O
O P
T A E -1
.d g n
J
B A
R T
E K
/0
/1
B
R A
D T
K E
R
W A
R D
D
D E
M E
Y E
R
SEE SHEET E-601 FOR CONDUIT AND CONDUCTOR SIZES.4.
PANELS, OR ANY ELECTRICAL BOXES.
CONDUIT BETWEEN PULL BOXES, JUNCTION BOXES,
DO NOT EXCEED 360 DEGREES OF TOTAL BENDS IN 3.
CONDUCTORS SHALL BE XHHW COPPER 75 DEGREE C.2.
FOR OUTDOOR ABOVE GROUND, AND EMT FOR INDOOR.
CONDUIT SHALL BE PVC COATED RGS FOR BURIED, RGS 1.
TOTAL OF 8 CONDUITS
0 80'SCALE : 1"=40'-0" 40'
PED. 1
LT/PWR
ENTRANCE DETAIL
BLDG 306 CONDUIT
SEE SHEET E-501 FOR
W E
K
B
IL
L
IN
O
IS
W
A T
E R
W A
Y P
R O J E
C T O
F F
IC
E
SOLICITATION
SHEET KEYNOTES
GENERAL SHEET NOTES
/0
/1
H
T B
M
IS
C E
L L
A N
E O
U S C
L A
R
IF
IC
A T
IO
N S
PANELBOARD "A," TO LT/PWR PED 1.
INSTALL CONDUCTORS FROM FLEET RECEPTACLE 3.
OF 30 INCHES MINIMUM.
UNDERGROUND. CONDUIT SHALL BE BURIED AT A DEPTH
PVC-COATED RGS CONDUIT JUST BEFORE GOING
SURFACE-MOUNTED VERTICALLY, THEN TRANSITION TO
ONCE OUTSIDE, RGS CONDUIT SHALL RUN
MOUNTED TO THROUGH-WALL LB / MOGUL ASSEMBLY.
VERTICALLY DOWN THROUGH ATTIC FLOOR, SURFACE
ACROSS CEILING ATTACHED TO ROOF TRUSSES, THEN
THROUGH CEILING INTO ATTIC. RUN HORIZONTALLY
CONDUITS VERTICALLY SURFACE-MOUNTED TO WALLS
RECEPTACLE ON LIGHT/POWER PEDESTAL 1. RUN
RECEPTACLE PANELBOARD "A" TO FEED 100A FLEET
INSTALL A 2½-INCH EMT CONDUIT FROM EXISTING FLEET 2.
PEDESTAL / LIGHT POLE, AND LIGHT FIXTURE DETAILS.
POWER RECEPTACLE. SEE SHEETS E-501 AND E-502 FOR
POLE. PEDESTAL SHALL INCLUDE ONE 100A, 480V SHORE
INSTALL SHORE POWER RECEPTACLE PEDESTAL / LIGHT 1.
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
Sheet ID
E
E L E
V
N
E
E L E
V
N
E
E L E
V
N
E
E L E
V
N
E
E L E
V
N
E
E L E
V
N
E
E L E
V
N
P
G
P
W
W P
P
C
P
G
P
P
W
W
C
S
E
E
W
C
P
P
P
C
P
M W
P
P
P P
P
S
P
P
P
P
P
P
E
M
W
P
P
A N
S I
D
E ic s p d f2 \1
\5
\B
IL
P O
O P
T A -E -1
.d g n
:4
:5
P
M
C O
E -M
V R
P W
P
R O
C
/3 /2
IL
P O
R O
C K I S
L A
N D
IL
L
IN
O
IS
R O
C K I S
L A
N D D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
P E
O R
IA
IL
IL
L
IN
O
IS
R
IV
E R B
A S
IN
S H
E E
T P
IL
E W
A L L R
E P
E-103
A S S
H O
W N
R
W A
R D
PED. 2
LT/PWR
PED. 3
LT/PWR
A1
120V LIGHTING/RECEPTACLE CONDUIT ROUTING
BUILDING 302 BUILDING 303
BUILDING 304
BUILDING 306
MAINTENANCE BUILDING 308 OFFICE 301
PROJECT
GENERAL SHEET NOTES
SHEET KEYNOTES
SEE SHEET E-601 FOR CONDUIT AND CONDUCTOR SIZES.3.
CONDUCTORS SHALL BE XHHW COPPER 75 DEGREE C.2.
FOR OUTDOOR ABOVE GROUND, AND EMT FOR INDOOR.
CONDUIT SHALL BE PVC COATED RGS FOR BURIED, RGS 1.
B
IL
P O
O P
T A -E -1
.d g n
B
R A
D T
K E
/0
/1
J
B A
R T
E K
D
D E
M E
Y E
R
OPTION A
PED. 1
LT/PWR
0 80'SCALE : 1"=40'-0" 40'
V L
IG
H T
IN
G P
L A
N
IL
L
IN
O
IS
W
A T
E R
W A
Y P
R O J E
C T O
F F
IC
E
W E
K
B
SOLICITATION
PED 1.
CONTINUE CONDUIT FROM LT/PWR PED 3 TO NEW LT/PWR 1.
/0
/1
H
T B
M
IS
C E
L L
A N
E O
U S C
L A
R
IF
IC
A T
IO
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
Sheet ID
A N
S I
D
E ic s p d f2 \1
\5
\B
IL
P O
O P
T A E -5
.d g n
:4
:2
P
M
C O
E -M
V R
P W
P
R O
C
/3 /2
IL
P O
R O
C K I S
L A
N D
IL
L
IN
O
IS
R O
C K I S
L A
N D D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
P E
O R
IA
IL
IL
L
IN
O
IS
R
IV
E R B
A S
IN
S H
E E
T P
IL
E W
A L L R
E P
E-501
S S
H O
W N
R
W A
R D
DIA.
(4) #6 @ 90°
#4 SPIRAL
1'-0"
BY LIGHT POLE MANUFACTURER.
AND QUANTITY AS RECOMMENDED
EACH LIGHT POLE. SIZE, LENGTH,
ANCHOR BOLTS ARE REQUIRED FOR 1.
NOTES:
" CHAMFER, TYP4
0 6" 1' 2'SCALE : 1 1/2"=1'-0"
C1
SECURITY LIGHT FIXTURE AND POLE DETAIL
FEATURES
PROFILE: 1 LAMP
GENERAL DESCRIPTION
C3
LED AREA LIGHT
LAMP TYPE: 144W LED, 70 CRI, 5,000K
208 VOLTDRIVER:
LUMENS = 11,500
OTHER: DISTRIBUTION = 40° FLOOD
TEMPERATURE: MINIMUM STARTING = -40°F
APPROXIMATLY 30 INCHES APART
INLINE BULLHORN WITH LAMPS MOUNTED
MOUNTING TYPE: ADJUSTABLE SLIPFITTER ON 3 LAMP
REFLECTORS: FACETED SPECULAR ALUMINUM
TEMPERED GLASSLENS:
HEAVY DUTY CAST ALUMINUMHOUSING:
DARK BRONZE
POWDER PAINTED TO MATCH POLE COLOR, FINISH:
BULLHORN BASIS OF DESIGN: CREE CAT. # %E-PT3E180DB
LAMP BASIS OF DESIGN: CREE CAT. # E-HL6F11CSZ
A3
PEDESTAL DETAIL
BLDG FLOOR
EXISTING INTERIOR
EARTH
EXISTING
NEW LB
RGS CONDUIT
NEW PVC COATED
480V, 100A RECEPTACLE
2" CONDUITS 2" CONDUITS
A4
PEDESTAL DETAIL
SURFACE
ASPHALT
CONCRETE
4000 PSI
A2
TRENCHING DETAIL
GRADE
EXISTING
M
IN
18" MIN
TAPE
WARNING
GROUND
UNDER-
ON PLAN
SIZE AS INDICATED
BOTTOM OF TRENCH,
LAY CONDUIT IN
A1
LIGHT POLE FOUNDATION DETAIL
SCALE : NTS
SCALE : NTS SCALE : NTS
SCALE : NTSSCALE : NTS
SCALE : NTS
ENCLOSURE
NEMA 3R
TRANSFORMER
2 KVA
WHILE IN USE.
WEATHERPROOF
ENCLOSURE,
WEATHERPROOF,
RECEPTACLE-
120V, 20A
AND LIGHTING
RECEPTACLES
TO
ENCLOSURE
NEMA 3R
TRANSFORMER
2 KVA
WHILE IN USE.
WEATHERPROOF
ENCLOSURE,
WEATHERPROOF,
RECEPTACLE-
120V, 20A
RECEPTACLE
480V, 100A
SHEET E-502.
OF PEDESTAL. SEE
PLATE TO BE PART
STEEL MOUNTING
SHEET E-502.
OF PEDESTAL. SEE
PLATE TO BE PART
STEEL MOUNTING
B
IL
P O
O P
T A E -5
.d g n
WEATHERPROOF ENCLOSURE
CIRCUIT BREAKER - 15A
TRANSFORMER PRIMARY
WEATHERPROOF ENCLOSURE
CIRCUIT BREAKER - 20A
TRANSFORMER SECONDARY
WEATHERPROOF ENCLOSURE
CIRCUIT BREAKER - 20A
TRANSFORMER SECONDARY
WEATHERPROOF ENCLOSURE
CIRCUIT BREAKER - 15A
TRANSFORMER PRIMARY
DETAILS A3 AND A4 NOTES
" DEEP, 19.5 POUNDS 4
3WIDE X 6
" 8
7NOM. DIMENSIONS W/ YOKE: 17" HIGH X 15
CONDUIT BEND
INSTALL SWEEPING
FITTING
CONTRACTION
EXPANSION/
RGS CONDUIT
CONDUIT
NEW EMT
CONDUIT
NEW RGS
SIDING
EXISTING BLDG
C4
CONDUIT DETAIL
(ENTRANCE AT BLDGS 306 AND 308) SCALE : NTSC5
MOGUL SPACING DETAIL
4'-0"
GROUND ELEVATION
DISCONNECT
RECEPTACLE /
INTERLOCKING
IRON
MALLEABLE
ALUMINUM OR
CAST
DISCONNECT
RECEPTACLE /
INTERLOCKING
IRON
MALLEABLE
ALUMINUM OR
CAST
DISCONNECT
RECEPTACLE /
INTERLOCKING
IRON
MALLEABLE
ALUMINUM OR
CAST
CAP
WITH THREADED
MOGUL HERE
CAP EXTERNAL
FUTURE USE,
INSTALLED FOR
FOR CONDUITS
MOGUL
NEW CAST METAL
RECEPTACLE.
BE ENERGIZED UNLESS PLUG IS INSERTED IN
OPERATION: DISCONNECT SWITCH SHALL NOT BE ABLE TO 3.
RECEPTACLES SHALL BE NEMA 4, WATERTIGHT RATED.
INTERLOCKING DISCONNECTS ASSOCIATED WITH FLEET 2.
MOUNTING PLATES.
BETWEEN ANY ALUMINUM ENCLOSURES AND STEEL
PROTECT AGAINST CORROSION FROM DISSIMILAR METALS 1.
BASE BID
(LT/PWR PED) 2 AND 3 FOR
RECEPTACLE PEDESTALS
MOGULS IN USE FOR
FOR OPTION A
MOGUL IN USE
ACLES
RECEPT-
FUTURE
FOR
MOGULS
SPARE
BID
BASE
FOR
MOGUL
CAP
TYP
MOGUL,
2½"
TO SEAL FOR FUTURE USE
INSTALL THREADED CAPS
OPTION A
B
R A
D T
K E
/0
/1
J
B A
R T
E K
D
D E
M E
Y E
R
(LT/PWR PED 3) (LT/PWR PEDS 1 AND 2)
L
IG
H T F
IX
T U
R E A
N D P
O L E D
E T
A
IL
S
IL
L
IN
O
IS
W
A T
E R
W A
Y P
R O J E
C T O
F F
IC
E
PEDESTAL NOTES:
OF ELEVATION AS POSSIBLE
ON STEEL PLATE AS HIGH
1. PLACE ALL EQUIPMENT
PEDESTAL NOTES:
OF ELEVATION AS POSSIBLE
ON STEEL PLATE AS HIGH
1. PLACE ALL EQUIPMENT
SOLICITATION
W E
K
B
ROADWAY SURFACE
FASTENING BOLT
HINGED-POLE
ANCHOR BOLT COVER
WITH EXPANDING FOAM.
EXTEND 2" ABOVE CONCRETE AND SEAL
2" CONDUIT ENTERING LIGHT POLE BASE.
HAND HOLE
NOTES:
NEW LIGHT (SEE DETAIL A1 THIS SHEET)
PROVIDE NEW CONCRETE FOUNDATION FOR
LIGHTING TIMER.
CONTINOUS FROM NEW
INSTALL NEW CONDUCTOR
SHALL TILT TOWARD THE EAST FENCE
STEEL POLE (DARK BRONZE), POLE
NEW 5" SQUARE. TIP-DOWN, HINGED,
THIS SHEET)
POLE (SEE DETAIL C3
COLOR SHALL MATCH
LED AREA LIGHT,
SHS-20-50-Y-TA-DB
BASIS OF DESIGN IS SPAULDING 4.
IF REQUIRED TO TILT POLE.
LOWERING WINCH SHALL BE INCLUDED 3.
SHOWN.
POLE HINGE IS REQUIRED, BUT NOT 2.
APPROXIMATE 20 FT MOUNTING HEIGHT. 1.
2'-6"2'-6"
/0
/1
H
T B
M
IS
C E
L L
A N
E O
U S C
L A
R
IF
IC
A T
IO
S I
D
E ic s p d f2 \1
\5
\B
IL
P O
O P
T B S -4
.d g n
:4
:1
P
M
C O
E -M
V R
P W
P
R O
C
/3 /2
S-401
IL
P O
R O
C K I S
L A
N D
IL
L
IN
O
IS
R O
C K I S
L A
N D D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
P E
O R
IA
IL
IL
L
IN
O
IS
R
IV
E R B
A S
IN
S H
E E
T P
IL
E W
A L L R
E P
A
IR
OPTION B
N .T .S
WALL
PILING ANCHOR
PZ 22 SHEET
POST WALE
MOORING
A1
PLAN
P L
A N
102'-11"
MOORING POST
2'1'0SCALE : 1"=1'-0"
EXISTING MDW
BEAR AGAINST
GENERAL SHEET NOTES
CASINGS BY 1" ALL AROUND.
CLEAR WALE ANCHOR BAR
BURN HOLES IN PZ 22 TO
CASINGS BY 1" ALL AROUND. TYP
MOORING POST ANCHOR BAR
BURN HOLES IN MDW TO CLEAR
5/16"
5/16"
TYP
TO SUPPORT WALE
WELD AS NECESSARY
A .B
C A
M P
B E
L L
C .D
D E
L O
N G
A .E
R O
D R
IG
U E
Z
T .E
M A
C
5/16
5/16
TYP
OVER STEEL CASING
PVC CASING EXTENDS
3 4
WITH CONCRETE
PLATE AND MDW
BETWEEN SKIN
FILL VOLUME
S
S E
M B
L Y E
R E
C T
IO
N
T Y
P
IC
A L M
O O
R
IN
G P
O S
T
B
IL
P O
O P
T B S -4
.d
IL
L
IN
O
IS
W
A T
E R
W A
Y P
R O J E
C T O
F F
DISTORTIONS.
EACH IN ALTERNATING INCREMENTS TO PREVENT LOCAL
THE CONTRACTOR SHALL TENSION ANCHORS TO 80 KIPS 5.
(NLGI) NUMBER GREATER THAN 3.
HAVING A NATIONAL LUBRICATING GREASE INSTITUTE
FILL ENTIRE ANCHOR ROD CASINGS WITH THICK GREASE 4.
NUT SHALL BE SUBMITTED FOR GOVERNMENT APPROVAL.
QUANTITY, LOCATION AND TYPE OF SLEEVE/COUPLING 3.
WELDMENT DURING CONCRETE FILL PLACEMENT.
PLUG ANY GAPS BETWEEN MDW AND MOORING POST 2.
PER SPECIFICATIONS OR REPLACED WITH FLOWABLE FILL.
22 SHEET PILING ANCHOR WALL SHALL BE COMPACTED
ANY SOIL PLACED AGAINST RIVERWARD SIDE OF THE PZ 1.
TENSION ANCHORS. 9.
PLACE CONCRETE FILL IN MOORING POST. 8.
PLACE GROUT IN CORED HOLE. 7.
AGAINST MDW.
PLUMB MOORING POST AND ASSURE IT'S BEARING 6.
TO ANCHOR RODS.
INSTALL MOORING POST INTO CORED HOLE AND ATTACH 5.
INSTALL NUTS ON ANCHOR RODS AT WALE END. 4.
INSTALL WALE. 3.
INSTALL ANCHOR RODS WITH CASINGS. 2.
22 ANCHOR WALL.
CORE HOLE IN ROCK FOR MOORING POST AND DRIVE PZ 1.
GENERAL SUGGESTED INSTALLATION SEQUENCE
/0
/1
W E
K
B
SOLICITATION
" Ø ANCHOR RODS AND CASING2
/0
/1
H
T B
M
IS
C E
L L
A N
E O
U S C
L A
R
IF
IC
A T
IO
N S
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
S I
D
E ic s p d f2 \1
\5
\B
IL
P O
O P
T B S -4
.d g n
:4
:2
P
M
C O
E -M
V R
P W
P
R O
C
/3 /2
S-402
IL
P O
R O
C K I S
L A
N D
IL
L
IN
O
IS
R O
C K I S
L A
N D D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
P E
O R
IA
IL
IL
L
IN
O
IS
R
IV
E R B
A S
IN
S H
E E
T P
IL
E W
A L L R
E P
A
IR
N
P L
A N
A1
PLAN
OPTION B
MOORING POST
GENERAL SHEET NOTES
EXISTING MDW
BEAR AGAINST
SHEET PILING WALL
EXISTING ARCH WEB
POST ANCHOR FRAME
DOWNSTREAM MOORING
2'1'0SCALE : 1"=1'-0"
C .D
D E
L O
N G
A .E
R O
D R
IG
U E
Z
T .E
M A
7 8
WITH CONCRETE
PLATE AND MDW
BETWEEN SKIN
FILL VOLUME
6"
6"
6"
.3
OVER STEEL CASING
PVC CASING EXTENDS
FLOWABLE FILL
GRANULAR SUB-BASE OR
LIMITS OF COMPACTED
D O
W N
S T
R E
A M M
O O
R
IN
G P
O S
T
A S
S E
M B
L Y E
R E
C T
IO
N
B
IL
P O
O P
T B S -4
.d g n
IL
L
IN
O
IS
W
A T
E R
W A
Y P
R O J E
C T O
F F
IC
E
"4
22'- 2
TENSION ANCHORS. 8.
PLACE CONCRETE FILL IN MOORING POST 7.
PLACE GROUT IN CORED HOLE. 6.
AGAINST MDW.
PLUMB MOORING POST AND ASSURE IT'S BEARING 5.
TO ANCHOR RODS.
INSTALL MOORING POST INTO CORED HOLE AND ATTACH 4.
INSTALL NUTS ON ANCHOR RODS AT FRAME END. 3.
INSTALL ANCHOR RODS WITH CASINGS. 2.
WALL
ANCHOR FRAME TO EXISTING ARCH WEB SHEET PILING
CORE HOLE IN ROCK FOR MOORING POST AND INSTALL 1.
GENERAL SUGGESTED INSTALLATION SEQUENCE
N .T .S
A .B
C A
M P
B E
L L
GROUT A MINIMUM OF 10' OF THE MDW.11.
PILING WALL. CONNECTION NEEDS TO COMPLY WITH DESIGN MINIMUM CAPACITY OF 4KIPS/IN.
CONTRACTOR IS RESPONSIBLE FOR THE DESIGN OF THE CONNECTION BETWEEN MDW AND EXISTING ARCH WEB SHEET 10.
DISTORTIONS.
THE CONTRACTOR SHALL TENSION ANCHORS TO 80 KIPS EACH IN ALTERNATING INCREMENTS TO PREVENT LOCAL 9.
NUMBER GREATER THAN 3.
FILL ENTIRE ANCHOR ROD CASINGS WITH THICK GREASE HAVING A NATIONAL LUBRICATING GREASE INSTITUTE (NLGI) 8.
QUANTITY, LOCATION AND TYPE OF SLEEVE/ COUPLING NUT SHALL BE SUBMITTED FOR GOVERNMENT APPROVAL. 7.
PLUG ANY GAPS DURING CONCRETE FILL PLACEMENT. 6.
BURN HOLES TO CLEAR MOORING POST ANCHOR BAR CASINGS BY 1" ALL AROUND. 5.
BURN HOLE IN EXISTING STRAIGHT PILING TO CLEAR ANCHOR FRAME BY 1" ALL AROUND. 4.
CARE SHALL BE TAKEN TO NOT DISTURB ANY EXISTING STRUCTURAL MEMBERS.
THE USE OF 13#4" NUTS AND BOLTS WILL REQUIRE EXCAVATION OF EXISTING FILL IN ARCH WEB SHEET PILING WALL. IN CASE, 3.
THE EXISTING ARCH WEB SHEET PILING.
FRAME POSITION SHALL BE MINIMALLY ADJUSTED TO LOCATE THE FASTENING HOLES OVER THE OUTER MOST FLANGES OF 2.
MUST BE REPLACED AFTER BOLTS HAVE BEEN INSTALLED.
AND WASHERS. EXCAVATE EXISTING FILL TO EXPOSE WORK AREAS AND DRILL 2" Ø HOLES AT BOLT LOCATIONS. ALL FILL
FASTEN FRAME TO EXISTING ARCH WEB SHEET PILING WALL WITH 13#4" Ø ASTM A325 (TYPE 1) STRUCTURAL BOLTS, NUTS 1.
/0
/1
W E
K
B
SOLICITATION
RODS AND CASING
" Ø ANCHOR 2
/0
/1
H
T B
M
IS
C E
L L
A N
E O
U S C
L A
R
IF
IC
A T
IO
N S
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
S-516-D3
S-516-D3
S-516-D3
S-516-D3
S-516-D3
S-516-D3
S-516-D3
S-516-D3
S-516-D3
S-516-D3
S-516-D3
S-516-D3
S-515-A4
S-515-A5
S-516-B3
S-516-B4
S-516-B4
S-516-B4
S-516-B4
S-516-C1
S-516-C1
S-516-C1
S-516-C1
S-516-C1
S-516-C1
S-516-C1
S-516-C1
S-516-B1
S-516-B1
S-515-A1
S-517-A1
S-517-A1
S-517-A1
S-515-C5
S-515-C5
S-515-C4
S-515-C4
S-515-D1
S-518-A1
S-515-A3
S-516-C3
S-516-C3
A N
S I
D
E ic s p d f2 \1
\5
\B
IL
P O
O P
T B S -5
.d g n
:4
:4
P
M
C O
E -M
V R
P W
P
R O
C
/3 /2
S-510
IL
P O
R O
C K I S
L A
N D
IL
L
IN
O
IS
R O
C K I S
L A
N D D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
P E
O R
IA
IL
IL
L
IN
O
IS
R
IV
E R B
A S
IN
S H
E E
T P
IL
E W
A L L R
E P
A
IR
OPTION B
D E
T A
IL
A1 S-510-A1
IS
O
M E
T R
IC
M O
O R
IN
G P
O
T
.D
D E
L O
N G
A .E
R O
D R
IG
U E
Z
T .E
M A
RIVERSIDE VIEW LANDSIDE VIEW
IL
P O
O P
T B S -5
.d
IL
L
IN
O
IS
W
A T
E R
W A
Y P
R O J E
C T O
F F
IC
E /0
/1
W E
K
B
N .T .S
SOLICITATION
A .B
C A
M P
B E
L L
SCALE : 3/8"=1'-0" 0 2' 4' 6'
/0
/1
H
T B
M
IS
C E
L L
A N
E O
U S C
L A
R
IF
IC
A T
IO
N S
/0
/1
H
T B
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
S I
D
E ic s p d f2 \1
\5
\B
IL
P O
O P
T B S -5
.d g n
:4
:2
P
M
C O
E -M
V R
P W
P
R O
C
/3 /2
S-515
IL
P O
R O
C K I S
L A
N D
IL
L
IN
O
IS
R O
C K I S
L A
N D D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
P E
O R
IA
IL
IL
L
IN
O
IS
R
IV
E R B
A S
IN
S H
E E
T P
IL
E W
A L L R
E P
A
IR
OPTION B
D E
T A
IL
A1 S-515-A1
0 1' 2' 4'SCALE : 1/2"=1'-0"
M O
O R
IN
G P
O S
T
"4 32'-7
3'-3"
3'-9"
"4 14'-4
"8 31'-1
A3 S-515-A3
A4 S-515-A4
A5 S-515-A5
1'-0" "2
1" PL
2'1'0SCALE : 1"=1'-0" 0 6" 1' 2'SCALE : 1 1/2"=1'-0" 0 6" 1' 2'SCALE : 1 1/2"=1'-0"
"8
5HSS 16X16X
2" Ø 2" Ø
ITEM MARK NO. TOTAL QTY MATERIAL
MATERIAL SCHEDULE
4S-515-A1
DESCRIPTION
S-515-A3
S-515-A4
4S-515-A51
S-515-C4
S-515-C5
4S-515-D11
"4
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it.