W912P6-09-B-0001_Plans.pdf
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PLANS FOR CADY MARSH DITCH LOCAL FLOOD PROTECTION DITCH IMPROVEMENT GRIFFITH, INDIANA
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G-01 Sheet File Cover.dgn 3/19/2009 7:17:42 AM
G-02 Sheet File INDEX.dgn 3/3/2009 2:23:56 PM
C-01 Sheet File - Work Limits.dgn 3/3/2009 2:15:18 PM
C-02 Sheet File - Plan & Profile.dgn 3/4/2009 3:13:29 PM
C-03 Sheet File - Sections.dgn 3/3/2009 2:19:45 PM
C-04 Sheet File Drains 1 2 & 3.dgn 3/3/2009 2:20:51 PM
C-05 Sheet File - Location Plan Drains 5-7.dgn 3/3/2009 2:21:37 PM
C-11 Sheet File - Utility Plan.dgn 3/24/2009 8:05:10 AM
I-WALL REINFORCEMENT
SCALE: 1-1/2’’= 1’-0"
0 1’1’ 6"
D D
T
D D
T
F T
L
S-03
SCALE: 1-1/2’’= 1’-0"
0 1’1’ 6"
#4 HAIRPIN @6" TYP.
CAP DETAIL
S-01
1 I-WALL SECTION
I- W
A L
L S
E C
T
IO
N S
D E
T A
IL
S
PILE STITCH WELD DETAIL
SCALE: �’’= 1’-0"
0 1’1’ 6"
STITCH WELD
SEE DETAIL TOP OF SSP
STITCH WELD DETAIL
NOT TO SCALE
PLAN
ELEVATION
D E
S
IG
N
B Y
D A
T
A
B C D
E F G H
SHEET
REFERENCE
NUMBER:
D A
T E
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R O
V E
D A
P P
R O
V E
D S
Y M
B O
L S
Y M
B O
L
US Army Corps of Engineers
Chicago District
U .S
A R
M
G
IN
E
R
IS
T R
IC
T
C O
R P
O F
G
IN
E E
R S
C H
IC
A G
O
IL
L
IN
O
IS
P L
T
T E
D
A T
E
F
IL
E N
A M
E
F
IL
E N
A M
E
S C
A L
E
C H
E C
K
D R
A W
SHEET OF
A B C D E F G H
A M
E N
D M
E
S C
R
IP
T
IO
N D
A T
E
H
O W
N
S O
L
IC
IT
A T
IO
U
M B
E R
U .S
A R
G
IN
E
T R
IC
T
C O
R
G
IN
E E
R S
B U
F F
A L
O
N
R K
W
P
B
S U
B M
IT
T
C A
R
IT
C H
L O
C
L
O
O T
E C
T
IO
N
D
IT
C H
IM
P R
O V
E M
E N
T
G R
IF
F
IT
H
IN
D
IA
N A
M A
R C
F R
A
K
W A
N D
O W
S K I, P
E
WELD
WELD
WELD
5’-0" MIN.
SSP
3"
3"
WELD
SCALE: 3’’= 1’-0’’
0 1’1’ 6"
NOTES:
1. DETAILS SHOWN THIS SHEET FOR I-WALLS PERTAIN TO THE NORTH
I-WALL AND SOUTH I-WALL.
2. SHEAR STUDS SHALL BE S3L NELSON STUD SHEAR CONNECTORS OR
APPROVED EQUAL. DIAMETER SHALL BE 3/4" AND STUD LENGTH SHALL
BE 4" AFTER WELDING.
3. ALL EXPOSED CORNERS OF CONCRETE SHALL BE CONSTRUCTED WITH 3/4" CHAMFERS.
ASHLAR FINISH
TYP.
SEE CAP DETAIL THIS SHEET
SHEAR STUDS, 2 PER PILE
FLANGE TYP.
#6 BAR EACH SIDE
2’-6"
1’-2"
4’-4"
C L
C L
EL 612.7 SOUTH I-WALL
EL 612.7 NORTH I-WALL
PROTECTED
SIDE
EXISTING GROUND
EL VARIES
PZC13
EL 606.55 SOUTH I-WALL
EL 606.55 NORTH I-WALL
EL 599.8 NORTH I-WALL
EL 599.8 SOUTH I-WALL
1’-3"
9"
EL 607.8 TOP OF PILE
FACE OF CONCRETE
ASHLAR FINISH, TYP.
6"
3"
8"
2’-6"
1’-2"
PROTECTED
SIDE
EXISTING GROUND
EL VARIES
EL 606.55
#6 BARS @ 12" O.C. E.F.
STANDARD 180
DEGREE HOOK
STANDARD 180
DEGREE HOOK
#6 BENT BAR @ 12" O.C.
#4 BAR TYP.
BOTH SIDES
1’-4 1/2 "
1’-2" 1 3/4 "
4" 2"
FORM LINER
THICKNESS
FORM LINER
THICKNESS
3’-6"
2’-6"
S-05
S-05
4 #6 BARS EVENLY
SPACED
4 #6 BARS EVENLY
SPACED
S-05
1’-2"
ASHLAR FINISH,
EXTEND MIN. 6"
BELOW FINISHED
GRADE EL, TYP.
EXTEND SSP MIN. 6"
INTO CONCRETE
EXTEND SSP MIN. 6"
INTO CONCRETE
#6 BARS TYP.
SEE DETAIL SHEET S-03
FOR CAP REINFORCEMENT
#6 BARS TYP.
10’-0"
SSPSSP
WATERSTOPWATERSTOP
EXPANSION JOINT,
SEE DETAIL SHEET S-06
EXPANSION JOINT,SEE
DETAIL SHEET S-06
10’-0"
START/END TYP. I-WALL
START/END TYP. I-WALL
START/END TYP. I-WALL
S-05
D D
T
F T
L
F T
L
D D
T
S T
R U
C T
U R
T A
IL
S D
R
IN
T L
START/END TYP. I-WALL
S-05
S-05
#6 BARS @ 9"
#6 BARS @ 9"
#6 BARS @ 9"
5 #6 BARS EVENLY
SPACED
#6 BARS @ 9"
42" RCP
S-05
S-05
S-05
S-05
ELEVATION
SECTION
SECTION
1’1’ 0
SCALE: 1’’=1’-0"
1’1’ 0
SCALE: 1’’=1’-0"
1’1’ 0
SCALE: 1’’=1’-0"
HYDROPHILIC WATERSTOP, INSTALL
AROUND RCP ACROSS FULL WIDTH
OF WALL, CAST CONCRETE
AROUND RCP TYP.
D E
S
IG
N
D A
T
B C D
E F G H
SHEET
REFERENCE
NUMBER:
D A
T E
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R O
V E
D A
P P
R O
V E
D S
Y M
B O
L S
Y M
B O
L
US Army Corps of Engineers
Chicago District
U .S
A R
G
IN
E
T R
IC
T
C O
R
G
IN
E E
R S
C H
IC
A G
O
IL
L
IN
O
IS
P L
T E
D
A T
E
F
IL
E N
A M
E
F
IL
E N
A M
E
S C
A L
E
C H
E C
K
D R
A
SHEET OF
A B C D E F G H
A M
E N
D M
E
S C
R
IP
T
IO
N D
A T
E
O W
N
S O
L
IC
IT
A T
M B
E R
U .S
A R
G
IN
E
T R
IC
T
C O
R
G
IN
E E
R S
B U
F F
A L
O
N
R K
W
P
B
S U
B M
IT
T
C A
R
C H
L O
C
O
O T
E C
T
IO
N
D
IT
C H
IM
P R
O V
E M
E N
T
G R
IF
F
IT
H
IN
D
IA
N A
M A
R C
H
F R
A
W A
N D
O W
S K I, P
E
EXISTING CURB
EL 610+
PROVIDE VERTICAL
STEEL CORNER
PROTECTION
PROVIDE VERTICAL
STEEL CORNER
PROTECTION
EXISTING EDGE OF PAVEMENT
EXISTING CONCRETE CURB
10’-0" MIN.
12"
TOP OF SLAB, SLOPE TO
MEET EXISTING CURB,
SEE NOTE 2
4"
4"
4"
4" 4"
ALTERNATE INSTALLATION OF STUDS
ON EACH FACE AND OFFSET SPACING
�" SHEAR STUD @ 8" O.C.
MIN. 2" LONG, TYP.
FOR ALL STEEL CORNER
PROTECTION, ALTERNATE
INSTALLATION ON EACH FACE
AND OFFSET SPACING AS SHOWN
IN PLAN ABOVE
VERTICAL CORNER PROTECTION,
�" BENT PLATE
12"
12"
3’-6"
4 #5 BARS
EVENLY
SPACED
12"
3 #5 BARS
INSTALL FULL WIDTH FOOTER
BEYOND EXISTING TUNNEL
INLET STRUCTURE
2’-3"
SURFACE OF NEW
CONCRETE SLAB
I-WALL
FORM FINISHED SURFACE
ASHLAR
FINISH
�" SHEAR STUD,
@ 8" O.C.
MIN. 2" LONG
D D
T
D D
T
F T
L
I- W
A
R M
IN
A T
T U
N N
E L
IN
L
R U
C T
U R
E
S-09
EAST LAWNDALE DRIVE
I-WALL TERMINATION PLAN
SCALE: 1’’=5’-0"
5’ 5’
NTS
NEW I-WALL SEE DETAILS SHEET S-3,
FOR SHEET PILE DRIVE PLAN SEE
SHEET S-2
EDGE OF EXISTING CONCRETE
SLAB ON TUNNEL INLET
EDGE OF EXISTING CONCRETE
SLAB ON TUNNEL INLET,
SAW CUT TO INSTALL NEW
STUB WALL AND I-WALL
I-WALL EL 612.7
SLAB EL 613.37
W A
TRASH DUMP AREA PLAN
1’1’ 0
SCALE: 1’’=1’-0"
MIN.
S L
O
A I
N
O T
NEW CONCRETE SLAB, SEE
TRASH DUMP AREA PLAN
THIS SHEET
GRASS AREA
GRASS AREA
S-09
S-09
CONCRETE SLAB SECTION2
S-09
S-09
STUB WALL SECTION
1’1’ 0
SCALE: 1’’=1’-0"
1’1’ 0
SCALE: 1’’=1’-0"
#5 @ 12" O.C.
#5 @ 12" O.C.
STOP ASHLAR FINISH
ON PROTECTED SIDE
OF I-WALL AT THIS
LOCATION
1’1’ 0
SCALE: 1’’=1’-0"
SEE DETAILS
THIS SHEET
SCALE: 1 � ’’=1’-0’’
1’03’’6’’9’’12’’
I-WALL STEEL
CORNER PROTECTION
STEEL CORNER
PROTECTION DETAILS
PLAN
SECTION
PROTECTED SIDE
HORIZONTAL CORNER PROTECTION
�" BENT PLATE, TYP.
ALL STEEL CORNER PROTECTION
#5 @ 12" O.C.
6" ANNULAR DRAINAGE FILL
PER SPECIFICATIONS SECTION
33 40 01 PARAGRAPH 2.6
NOTES:
1. NEW CONCRETE STUB WALL AND I-WALL SHALL BE INSTALLED AGAINST
THE EXISTING FACE OF THE TUNNEL INLET STRUCTURE. SEE SECTION
THIS SHEET. EXISTING EDGE OF CONCRETE SLAB THAT OVERHANGS
THE TUNNEL INLET SHALL BE SAW CUT TO ALLOW INSTALLATION OF
NEW STUB WALL AND I-WALL.
2. NEW CONCRETE SLAB SHALL SLOPE FROM THE NEW I-WALL TO THE
EXISTING CONCRETE CURB. ELEVATION OF SLAB AT CURB SHALL
MATCH THE ELEVATION OF THE CURB.
3. ALL EXPOSED CORNERS OF CONCRETE SHALL BE CONSTRUCTED WITH 3/4" CHAMFERS.
4. NEW CONCRETE SLAB SHALL RECEIVE HAND TROWELED FINISH.
5. SHEAR STUDS SHALL BE INSTALLED ON I-WALL STEEL CORNER PROTECTION
WITH SPACING BETWEEN STUDS MAX. 8". STUDS SHALL BE INSTALLED ON
ALTERNATING FACES WITH OFFSET SPACING SIMILAR TO STUDS SHOWN IN
STEEL CORNER PROTECTION DETAILS SHOWN THIS SHEET.
6. COVER OVER REINFORCING STEEL SHALL MEET THE REQUIREMENTS OF ACI 318-05.
7. ALL STEEL CORNER PROTECTION SHALL BE GALVANIZED PER SPECIFICATIONS
SECTION 05 50 04 PARAGRAPH 2.2.1.
EXISTING SLOPED CONCRETE PAVING,
SAW CUT AND REMOVE AS NECESSARY
TO INSTALL NEW I-WALL
EXISTING SLOPED CONCRETE PAVING,
SAW CUT AND REMOVE AS NECESSARY
TO INSTALL NEW I-WALL
NEW CHANNEL SIDE SLOPE,
RIP RAP NOT SHOWN
EXCAVATE SOILS AS NECESSARY TO
INSTALL SLAB, BACK FILL WITH
TOPSOIL AND SEED, TYP.
S-09
EL 4’ BELOW FINAL
GROUND SURFACE
S-09
STUB WALL SECTION
1’1’ 0
SCALE: 1’’=1’-0"
EXTEND VERTICAL BARS
INTO FOOTER,
STANDARD 90^
BEND, TYP.
EL 613.37
#5 @ 12" O.C.
EXTEND VERTICAL BARS
INTO FOOTER,
STANDARD 90^
BEND, TYP.
#5 @ 12" O.C.
EL 613.37
HORIZONTAL CORNER PROTECTION
HORIZONTAL CORNER PROTECTION
�" BENT PLATE, TYP.
HORIZONTAL CORNER
PROTECTION
FACE OF NEW STUB WALL
CAST AGAINST EXISTING
TUNNEL INLET STRUCTURE
NEW CONCRETE SLAB
NOT SHOWN
NEW CONCRETE SLAB
NOT SHOWN
ALIGN LAND SIDE/PROTECTED SIDE FACE
OF I-WALL WITH EDGE OF TUNNEL OPENING
APPROX. LOCATION OF
EXISTING GUARD RAIL
TO REMAIN
D E
S
IG
N
D A
T
B C D
E F G H
SHEET
REFERENCE
NUMBER:
D A
T E
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R O
V E
D A
P P
R O
V E
D S
Y M
B O
L S
Y M
B O
L
US Army Corps of Engineers
Chicago District
U .S
A R
G
IN
E
T R
IC
T
C O
R
G
IN
E E
R S
C H
IC
A G
O
IL
L
IN
O
IS
P L
T E
D
A T
E
F
IL
E N
A M
E
F
IL
E N
A M
E
S C
A L
E
C H
E C
K
D R
A
SHEET OF
A B C D E F G H
A M
E N
D M
E
S C
R
IP
T
IO
N D
A T
E
O W
N
S O
L
IC
IT
A T
M B
E R
U .S
A R
G
IN
E
T R
IC
T
C O
R
G
IN
E E
R S
B U
F F
A L
O
N
R K
W
P
B
S U
B M
IT
T
C A
R
C H
L O
C
O
O T
E C
T
IO
N
D
IT
C H
IM
P R
O V
E M
E N
T
G R
IF
F
IT
H
IN
D
IA
N A
M A
R
F R
A
W A
N D
O W
S K I, P
E
SECTION - NEW I-WALL TERMINATION AT
EXISTING TUNNEL INLET STRUCTURE
FACE OF EXISTING
TUNNEL INLET
STRUCTURE
HYDROPHILIC
WATERSTOP
EXPANSION JOINT
MATERIAL
NEW I-WALL
NEW CONCTERE STUB WALL
EL 612.7
SEE SECTION THIS SHEET
EXISTING TUNNEL INLET STRUCTURE,
SEE SHEETS C-14, C-15 AND C-16
FOR REQUIRED MODIFICATION
NEW CONCRETE
STUB WALL
9’-0"
PROVIDE HORIZONTAL
STEEL CORNER
PROTECTION AT TOP
OF WALL
10’-0"
E-01 Electric Plan.dgn 3/3/2009 2:57:55 PM
E-02.dgn 3/3/2009 2:25:56 PM
SCALE IN FEET
200 0 200 400100
SHEET TITLE
N
SHEET OF1
SHEET
NO
REFERENCE
NUMBER
PROJECT MAP
GRIFFITH, INDIANA
VICINITY MAP
GRIFFITH, INDIANA
N.T.S.
LOCALITY MAP
PROJECT
AREA
PROJECT AREA PROJECT
AREA
N A
A
A
A
A
A
A
A
A
A
G-01.1
A
1 G-01.1 LOCALITY, PROJECT & VICINITY MAPS AND SHEET INDEX
2 RE-01.1 REAL ESTATE REQUIREMENTS
3 C-01 EXISTING CONDITIONS AND UTILITIES SURVEY
4 C-02.1 SITE PLAN, STANDARD SYMBOLS, SURVEY POINTS AND NOTES
5 C-03 .1 BORING LOGS, DITCH CROSS SECTION AND ARTICULATED CONCRETE MAT DETAIL
6 C-04 STORM SEWER & ACCESS DRIVEWAY, PLAN PROFILE AND SECTION
7 C-05 STANDARD AND STRUCTURE DETAILS, PLAN, ELEVATION, DETAIL AND SECTIONS
8 S-01.1 PUMP STATION PLAN, ELEVATION AND SECTIONS
9 S-02 GENERAL NOTES AND STANDARD DETAILS
10 S-03.1 REINFORCEMENT DETAILS, SHEET 1
11 S-04 REINFORCEMENT DETAILS, SHEET 2
12 S-05 SHEET PILE, PLAN, ELEVATION AND DETAILS
13 S-06 BAR SCREEN STRUCTURE, REINFORCING, PLAN, SECTIONS, AND DETAILS
14 M-01.1 PUMP STATION PLAN, SECTIONS AND SCHEDULES
15 M-02.1 DISCHARGE PIPING SECTIONS AND DETAILS
16 M-03 BAR SCREEN STRUCTURE AND GENERATOR FOUNDATION, PLAN, SECTIONS AND DETAIL
17 M-04 BAR SCREEN AND RAKE, SECTIONS AND DETAILS
18 E-01 MOTOR CONTROL CENTER, ONE-LINE DIAGRAM
19 E-02 PUMP CONTROL SCHEMATICS SHEET 1
20 E-03 PUMP CONTROL SCHEMATICS SHEET 2
21 E-04 WIRING DIAGRAMS
22 E-05.1 PUMP STATION, PLAN, SECTION AND DETAILS
23 E-06.1 SITE PLAN, DETAILS AND SCHEDULE
LITTLE CALUMET RIVER
CADY MARSH DITCH, GRIFFITH, INDIANA
NEW GENIS PUMP STATION
A
B C D
E F G H
SHEET
REFERENCE
NUMBER:
US Army Corps of Engineers
Chicago District
SHEET OF
A B C D E F G H
26 26
26 26
5 010 10 20
CONTROL POINTS FOR WORK LIMITS
PT NORTHING EASTING
W01 1,473,180.32 406,555.50
W02 1,473,159.00 406,538.70
W03 1,473,170.50 406,526.44
W04 1,473,125.69 406,405.34
W05 1,473,090.23 406,396.32
W06 1,473,091.78 406,390.22
W09 1,473,039.26 406,401.98
W10 1,473,052.76 406,349.23
W11 1,473,099.19 406,361.07
P01 1,473,189.51 406,537.48
P03 1,473,130.40 406,406.54
P04 1,473,060.33 406,388.71
P05 1,473,069.28 406,353.46
W12 1,473,100.81 406,354.68
W13 1,473,127.49 406,361.47
W14 1,473,125.39 406,369.70
W13
P08
P09W14 &
W15
W16
W17
P03
W07
W08
W09
W10
W20
W02
W12
W05
W04
W11
W07 1,473,061.88 406,382.61
W15 1,473,146.40 406,375.05
W08 1,473,055.87 406,406.21
W16 1,473,147.93 406,386.92
W17 1,473,143.78 406,402.36
W06
P02 1,473,180.29 406,541.36
WORK LIMITS
APPROX. 7,060 SQ. FT
EXISTING BRINWOOD
PUMP STATION
W01
W03
P02
P01
P04
P05
P10 &
P11 &
P12
W18
W19
W18 1,473,187.54 406,520.61
W19 1,473,196.51 406,519.18
W20 1,473,197.73 406,548.17
EXISTING ELECTRICAL
EASEMENT
EXISTING ELECTRICAL
EASEMENT
NEW PERMANENT EASEMENT
APPROX. 4,476 SQ. FT
P07
EMERGENCY
GENERATOR
P06 1,473,099.19 406,361.07
P09 1,473,125.39 406,369.70
P10 1,473,146.40 406,375.05
P11 1,473,147.93 406,386.92
P12 1,473,140.82 406,405.89
P07 1,473,100.11 406,357.44
CONTROL POINTS FOR NEW PERMANENT EASEMENT
P08 1,473,126.78 406,364.22
P06
BAR SCREEN STRUCTURE
FILENAME: RE-01_LATE.DGN
EXISTING EASEMENTS
P00
W00
LEGEND
PROPERTY BOUNDARY
A
RE-01.1
N75^43’21"W
N75^43’21"W
136.00’
164.37’
748.37’
25’ DITCH EASEMENT
DOC NO 29841
25’ DITCH EASEMENT
BOOK 36 PAGE 83
UTILITY EASEMENT BOOK 36 PAGE 83
MANHOLE
PEDESTAL
FOUND NOTCH
FOUND IRON PIPE
CATCH BASIN
POWER POLE
FIRE HYDRANT
CONTROL POINT
LEGEND
SAN
SS
G EXISTING GAS
EXISTING STORM SEWER
EXISTING SANITARY SEWER
ELECTRICAL
EASEMENT
EXISTING
BRINWOOD
EXISTING GENIS
REMOVED
3" STEEL GAS
LINE CAPPED
N75^43’21"W
N75^43’21"W
136.00’
164.37’
748.37’
25’ DITCH EASEMENT
DOC NO 29841
25’ DITCH EASEMENT
BOOK 36 PAGE 83
UTILITY EASEMENT BOOK 36 PAGE 83
MANHOLE
PEDESTAL
FOUND NOTCH
FOUND IRON PIPE
CATCH BASIN
POWER POLE
FIRE HYDRANT
CONTROL POINT
LEGEND
SURVEY NOTES:
1929.
3. COORDINATES ARE BASED ON THE INDIANA STATE PLANE COORDINATE SYSTEM,
WEST ZONE, NORTH AMERICAN DATUM OF 1927.
4. ALL AZIMUTHS ARE GRID; RECKONED FROM NORTH.
5. THE PROJECT AREA WAS NOT ABSTRACTED FOR EASEMENTS, OWNERSHIP, OR
RIGHTS-OF-WAY OF RECORD.
6. THE INFORMATION SHOWN HEREON REPRENSENTS THE RESULTS OF A SURVEY
PERFORMED ON THE GROUND ON THE DATES NOTED.
DIMENSIONS SHOWN THUS: 50.25’ ARE FEET AND DECIMAL PARTS THEREOF.
ANGULAR DATA SHOWN THUS: 90^00’00" INDICATE DEGREES, MINUTES AND SECONDS.
1.
7. DATE OF FIELD WORK: JUNE 11, 2001.
PROPOSED SEWER
PROPOSED MANHOLE
SAN
SS
G EXISTING GAS
EXISTING STORM SEWER
EXISTING SANITARY SEWER
WORK LIMITS
EXISTING CB
RIM = 608.69
W INV = 604.19 (10" CLAY)
SE INV = 604.49 (10" CLAY)
EXISTING CB
RIM = 608.38
NW INV = 604.68 (10"CLAY)
SW INV = 604.88 (10" CLAY)
S INV = 604.78 (8" CLAY)
EXISTING CB
RIM = 608.50
N INV = 606.40 (10"CLAY)
EXISTING CB
RIM = 608.45
E INV = 606.55 (10" CLAY)
PERMANENT EASEMENT
WORK LIMIT
BORNING LOG
N.T.S N.T.S
( CM-28-01 )
ARTICULATED
CONCRETE MATS
PROPOSED ARTICULATED
CONCRETE MATS
EXISTING OVER HEAD WIRES
3’
EXISTING FENCE
(SEE NOTE # 2)
BOLLARD
30’
EXISTING MH
RIM = 612.30
NE INV = 599.30 (10" CLAY)
E-W INV 598.30
CM-28-01
SEE C-03
FOR BORING
LOG
EXISTING CB
RIM = 608.37
E INV = 605.20
CONTROL POINT NO. 9
ACCESS ROAD MODIFICATIONS
SEE SHEET C-04
STR NO. 2
SEE DWG C-04
FOR DETAILS
STR NO. 3
SEE DWG C-04
FOR DETAILS
EMERGENCY
GENERATOR
EXISTING MH
RIM = 612.44
N INV = 599.83 (10" PVC)
E INV = 599.78 (10" IRON)
S INV = 599.73 (10" IRON)
EXISTING 6" IRON PIPE
EXISTING
OVER HEAD WIRES
BAR SCREEN
STRUCTURE
NEW GENIS PUMP STATION
EXISTING OVER
HEAD WIRES
C-02.1
TOP EL. = 609.75
N INV = 602.62 (10")
S INV = 601.56 (24")
NE INV = 601.72 (30")
BOLLARDS
NEW WOOD FENCE
LOCATION OF RELOCATED
POWER POLE
NEW WOOD FENCE
NOTE:
1. SEE SHEET S-01 FOR PUMP STATION DIMENSIONS.
2. PAVEMENT, UTILITIES, SIGNS, TRAFFIC SIGNAL, FENCE AND OTHER FACILITIES
TO REMAIN PROTECTED FROM DAMAGE AND IF DAMAGED, WERE
REPLACED TO THE SATISFACTION OF THE COR AND AT NO COST TO THE
GOVERNMENT. ANY FENCE, PAVEMENT, UTILITY, OR OTHER FACILITY WITHIN
THE WORK LIMITS WHICH WAS REMOVED TO ACCOMMODATE CONSTRUCTION ACTIVITY
OR DAMAGED DURING CONSTRUCTION WAS REPLACED IN KIND AT NO COST
TO THE GOVERNMENT.
3. THE CONTRACTOR EXPOSED ALL UTILITIES NEAR THE PROPOSED PUMP
STATION BEFORE DRIVING ANY SHEET PILINGS.
4. BACKFILL AROUND PROPOSED STRUCTURE IS GRADED TO PROVIDE A
MINIMUM 1.0% SLOPE AWAY FROM THE STRUCTURE.
5. WORK THIS DRAWING WITH SHEET C-04.
W13
P08
P09W14 &
W15
W16
W17
P03
W07
W08
W09
W10
W20
W02
W12
W05
W04
W11 W06
W01
W03
P02
P01
P04
P05
P10 &
P11 &
P12
W18
W19
P07
P06
FILENAME: RE-01_LATE.DGN
P00
W00
A
RE-01.1
FILL
SP
CL
SM
ML
CL
609.0
606.5
604.0
601.5
684.0
670.0
07-13-01
EXISTING WATER LEVEL
BRINWOOD DRIVE
o
DITCH CROSS SECTION
N.T.S.
ARTICULATED CONCRETE MAT
CELL BLOCKS
ESTABLISHED VEGETATION
EXISTING SLOPE
CM-28-01
TOH 610.0
LIMIT OF REMOVAL
ARTICULATED
CONCRETE MAT
END OF ARTICULATED
CONCRETE MAT
EL.= 612.0
ARTICULATED CONCRETE MAT DETAIL
N.T.S.
BOLLARD DETAIL
SCALE: 1" = 1’-0"
DETAIL 2
N.T.S
2’-0" TYP
ARTICULATED MAT
HEADWALL
PUMP
STATION
GROUND
CONCRETE
FILL
HEADWALL
APPROXIMATE
EXISTING GRADE
A
C-03.1
NOTE:
1. WORK THIS DRAWING WITH SHEET C-02.1.
NOTE: SEE SHEET C-02.1
FOR LOCATION.
GEOTEXTILE FABRIC
EXISTING RIPRAP
REMOVED
ONLY IN THE AREA
OF THE MAT.
MIRAFI FILTERWEAVE
WOVEN GEOTEXTILE FW 500
F.R.P. HANDRAIL
SPECIFICATIONS
C-04
PLAN
PROFILE
ACCESS DRIVEWAY - TYPICAL SECTION
NO SCALE
11+10
ACCESS EASEMENT
EX. INLET TO REMAIN
RIM 608.44
N.E. INV. = 605.24 10" VCP
EXIST. INLET
RIM 608.66
S.W. INV. = 605.46 10" VCP
+99
STR. NO. 211+89
STR. NO. 312+50
END PAVEMENT
AND CURB REMOVAL
AND RECONSTRUCTION
REMOVE 10’ EXISTING CURB
PIPELINE MARKER
PETROLEUM
EX. HOUSE
EX. GARAGE EX. HOUSE
PUMP STATION
FOOTPRINT
INV EL. = 601.25 10"
INV. EL. = 602.61 12"
INV. EL. = 602.21 18"
INV. EL. = 602.38 18"
615615
12+00 13+0011+00
STR. No. 3STR. No. 2
"B" BORROW BACKFILL
12+50
GUTTER
608.41¨
12+50
P.V.I.
608.11
12+50
P.V.I.
609.21
11+10
P.V.I.
609.41
NO V.C.NO V.C.NO V.C.
OR 156 SYS. - 7 1/2" DRIVE P.C. PAVEMENT WITH MONOLITHIC CURBS (ALTERNATE)
EXISTING PAVEMENT PROFILEL
INV. = 601.85 INV. = 601.86
INV. = 601.98¨
STR. No. 4
BOTH SIDES
SAWED CONTRACTION JOINT
4’ TEMP R.O.W.
5’ 5’
6"
10’ B.C. - B.C.
1;2 @ 140’ = 280 LF CURB AND GUTTER, 6" FACE & 76 SYS. - 7 S1#2;" DRIVE P.C. PAVEMENT
12+50 +-
SOD AND 4"
TOPSOIL
6" COMPACTED
AGGREGATE
BASE, No. 53
INV EL = 601.24
BAR SCREEN
STR. NO. 1
NO SCALE
NO SCALE
6" FACE COMBINED
CURB AND GUTTER
MONOLITHIC POUR
7 1/2 " P.C. CONCRETE PAVEMENT, WITH
WELDED WIRE FABRIC, 6x6-W2.9xW2.9
AND CONTRACTION JOINTS @ 10’ C-C
C PAVEMENT PROFILE
BAR SCREEN
STR. No. 1
INV. EL. = 601.72 30" RCP
STR. NO. 4
EXISTING MH
RIM 609.03
N.W. INV. = 602.21 18" RCP
N.E. INV. = 604.76 10" VCP
E. INV. = 602.61 12" RCP
S.W. INV. = 604.59 10" VCP
S.W. INV. = 602.28 18" VCP
SPECIAL INLET STRUCTURE
11’x4’ WITH FIVE NEENAH R-3475
GRATES AND FRAMES
CONNECTED TO EXISTING 18" STORM
AND 30" R.C.P. STORM
18" INV. EL. = 601.86
30" INV. EL. = 601.85
S.W. TOP CASTING = 608.11
N.E. TOP CASTING = 608.17
BEGINNING OF PAVEMENT
AND CURB REMOVAL
AND RECONSTRUCTION
SEE SHEET C-02
TOP = 609.75
N. INV. = 602.62 10"
S. INV. = 601.56 24"
6" HMA STREET REPAIR (SEE NOTE 8)
REMOVED AND REPLACED 90 LF
48" CHAIN LINK FENCE
AND 1 - 3’ GATE
REMOVED AND REPLACED
IN KIND 40 LF WOOD
FENCE, PAINTED WHITE
REMOVED AND REPLACED
15 SYS. 6" REINFORCED PC DRIVE
REMOVED SIDEWALK
AND REPLACED
WITH CURB RAMP
(6 SYS.)
REMOVED SIDEWALK
AND REPLACED
WITH CURB RAMP
(7 SYS.)
48" DIA. MANHOLE WITH
NEENAH R-2390-C INLET CASTING
OVER EXISTING 18" STORM SEWER
TOP CASTING = 608.41
EST. INV. EL. = 601.98
6" HMA
STREET REPAIR (SEE NOTE 8)
1. THE INDIANA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS (1999 EDITION) AND SUPPLEMENTS TO DATE
ARE HEREBY INCORPORATED INTO THESE CONTRACT DOCUMENTS BY REFERENCE, AND WILL HEREAFTER BE REFERRED TO
AS THE STANDARD SPECIFICATIONS. THE INDIANA DEPARTMENT OF TRANSPORTATION SHALL BE ABBREVIATED AS
INDOT. ENGLISH UNITS OF MEASURE SHALL BE UTILIZED.
2. THE CONTRACTOR PROVIDED ALL MATERIALS, EQUIPMENT AND PERSONNEL NECESSARY TO COMPLETE THE DETAILED
CONSTRUCTION ENGINEERING, DETAILED STAKING AND LAYOUT FOR THE INSTALLATION OF THE CONTRACT WORK PER SECTION
105.
3. THE CONTRACTOR FURNISHED ALL NECESSARY EQUIPMENT, LABOR, AND MATERIALS FOR MOVEMENT OF EQUIPMENT
AND PERSONNEL TO AND FROM THE PROJECT SITE. THE WORK IS IN ACCORDANCE WITH SECTION 110.
4. THE CONTRACTOR FURNISHED ALL NECESSARY EQUIPMENT, LABOR AND MATERIALS REQUIRED TO COMPLETE
REMOVAL OF THE CONCRETE CURBS, CONCRETE WALKS, CONCRETE DRIVE, BITUMINOUS PAVEMENT, STORM SEWER PIPE AND FENCES, PER SECTION 202. ALL DEBRIS WAS DISPOSED OF AT AN OFF-SITE LOCATION PROVIDED BY THE CONTRACTOR.
5. THE CONTRACTOR FURNISHED ALL NECESSARY LABOR, AND MATERIAL REQUIRED TO COMPLETE ALL EXCAVATION, "B" BORROW AND EMBANKMENT WORK THAT WAS NECESSARY FOR THE CONSTRUCTION OF THE STORM SEWER, CURBS, PAVEMENT AND SIDEWALK CURB RAMPS. "B" BORROW FOR THE STRUCTURE BACKFILL CONFORMS TO SECTION 211.
6. THE CONTRACTOR FURNISHED ALL NECESSARY LABOR, AND MATERIALS REQUIRED TO COMPLETE THE STORM SEWER, PER SECTION 715, AND HANDLE STORM WATER (BYPASS PUMPING) DURING CONSTRUCTION.
7. THE CONTRACTOR FURNISHED ALL NECESSARY LABOR, AND MATERIAL REQUIRED TO COMPLETE 7 1/2 " PORTLAND
CEMENT CONCRETE PAVEMENT, CURB AND GUTTER, CURB RAMPS AND 6" REINFORCED CONCRETE DRIVE.
ALL MATERIALS CONFORM TO APPLICABLE REQUIREMENTS OF SECTION 610 FOR CLASS A CONCRETE.
COMPACTED AGGREGATE IS No. 53, O, CRUSHED LIMESTONE.
THE WIRE MESH IS 6x6-2.9Wx2.9W.
LIMESTONE WAS USED AS THE COARSE AGGREGATE.
THE CURB AND GUTTER WAS BID AS MONOLITHIC WITH THE 7 1/2 " P.C. CONCRETE PAVEMENT.
CURB RAMPS CONFORM TO ADA REQUIREMENTS.
8. THE CONTRACTOR FURNISHED ALL NECESSARY LABOR, AND MATERIAL REQUIRED TO COMPLETE THE HOT
MIX ASPHALT SURFACE INTERMEDIATE COURSE FOR PAVEMENT OF STREET REPAIRS. THE SIX INCH PAVEMENT IS
1 1/2 " HMA SURFACE, ON 4 1/2 " HMA BASE PER SECTION 402, TYPE "A" ON 11" COMPACTED AGGREGATE No. 53, "O".
THE OUTLINE OF ALL STREET REPAIRS WERE SAW CUT.
9. THE CONTRACTOR FURNISHED ALL NECESSARY LABOR, AND MATERIALS REQUIRED TO COMPLETE THE REPLACEMENT
OF THE PAINTED WOODEN FENCE AND CHAIN LINK FENCE IN KIND.
10. THE CONTRACTOR FURNISHED ALL NECESSARY LABOR, AND MATERIALS REQUIRED TO COMPLETE THE DRAINAGE
INLET STRUCTURES PER SECTION 720.
11. THE CONTRACTOR FURNISHED ALL NECESSARY LABOR, AND MATERIAL REQUIRED TO COMPLETE SODDING OF DISTURBED
AREAS ALONG THE CURBS AND CURB RAMPS. MATERIALS CONFORM TO SECTION 622.
A
B C D
E F G H
SHEET
REFERENCE
NUMBER:
US Army Corps of Engineers
Chicago District
A B C D E F G H
X-XX
SHEET OF
WORK "AS-BUILT"
RECORD DRAWING
BACKFILL - IN STREETS, ALLEYS, OR DRIVING AREAS:
SPECIAL NOTE:
CONSTRUCTION NOTES
B
A
PIPE BEDDING DETAIL
NO SCALE
NO SCALE
TYPICAL CORNER REINFORCING
NO SCALE
INLET/MANHOLE - TYPE C
NO SCALE
ASECTION
BSECTION
C-05
FOR STORM SEWER.)
(INCIDENTAL TO UNIT PRICE
100% STANDARD PROCTOR.
"B" BORROW SELECT
MECHANICALLY TAMPED IN 4"
MATERIAL, NO. 8 AGGREGATE
LAYERS USING GRANULAR
CONCRETE BASE POURED IN PLACE
2"
6’-0"
INSIDE DIA.
SEWER
EXISTING 18"
48"
2"
APPROVED EQUAL.
PER ASTM C76 OR
PRECAST CONCRETE PIPE
4" MIN
PER PLAN NOTES.
NEENAH R-2390-C
GRADE
FOR STORM SEWER.)
(INCIDENTAL TO UNIT PRICE
BACKFILL WITH NO. 8 AGGREGATE.
4" MINIMUM UNDERCUT AND
29 C.F.R. 1926, SUBPART P FOR TRENCH
AND IN CONFORMANCE TO IOSHA REGULATION
SAFETY SYSTEMS.
PIPE STRUCTURAL REQUIREMENTS ONLY. THE
SAFETY OF OPERATIONS. THE CONTRACTOR
GRADE
2.
1.
3.
NOTE 3
(TYP)
ROUGHENED CONST.
JT. (TYP)
NOTE 2
4.
5.
NOTE 2
PIPE
6.
1’-0"
(TYP)
11’-0"1’-0" 1’-0"
#5
3 NEENAH R-3475-G FRAME AND GRATE
OR APPROVED EQUAL
NEW 30" R.C. PIPE
SLAB, 3" IN BOTTOM OF FOUNDATION SLAB, AND 2" IN ALL OTHER SURFACES.
#4@12 C-C (TYP)
1’-0"
EXISTING 18" PIPE
#4@12 C-C (TYP)
#4@12 C-C (TYP)
14’-0"
13’-0"
11’-0"
6"
(TYP)
#4@12 C-C (TYP)
INDOT SPECIFICATION 703 REINFORCING BARS (STEEL BARS, BENDING, PLACING
AND FASTENING):
CONCRETE (FORMING, TIES, CONCRETE MIX, PLACEMENT, CURING AND TESTING) AND
2 NEENAH R-3475-F FRAME AND
GRATE OR APPROVED EQUAL
1’-0" 4’-0" 1’-0"
NO SCALE
NO SCALE
PLAN - SPECIAL INLET STRUCTURE - STR. NO. 2
CONSTRUCT OVER EXISTING STORM STR. NO. 3
EL. 601.98 -
EL. 608.41
EL. 608.11 (SW)
I.E. 601.86
EL. 608.17 (NE)
ALL DIMENSIONS WERE FIELD VERIFIED.
ALL PIPE PENETRATIONS HAVE WALL SLEEVES AND
ELASTOMERIC SEALS WITH S.S. BOLTS, LINK-SEAL PIPE
SEAL OR EQUAL.
WATER STOP PERIMETER WALL AS SHOWN WITH "WATER-TITE" WATERSTOP.
VAULT BASE AND ALL BACKFILL WERE COMPACTED TO 98% STANDARD PROCTOR
DENSITY (ASTM D-698).
ALL ATTACHMENTS TO CONCRETE WERE MADE WITH STAINLESS STEEL
CONNECTORS.
THE CONCRETE AND REINFORCING STEEL HAVE THE FOLLOWING GENERAL
REQUIREMENTS AND CONFORM TO INDOT SPECIFICATION 702 STRUCTURAL
A. ALL CONCRETE HAD A 28-DAY COMPRESSIVE STRENGTH OF 4000 PSI
AND AIR CONTENT WAS 6% ( +/- 1%).
B. ALL REINFORCING STEEL IS GRADE 60 (FY=60,000 PSI).
C. WALL REINFORCING IS CONTINUOUS AT CORNERS.
D. ALL REINFORCING STEEL IS AS SHOWN ON THE DRAWINGS.
E. REINFORCING STEEL COVER IS 1" ON INSIDE WALLS & BOTTOM OF TOP
I.E. 601.85
BACKFILL. COMPACTED TO
THESE TRENCH AND BEDDING DETAILS WERE FOR
CONTRACTOR WAS SOLELY RESPONSIBLE FOR
PROTECTIVE WORK BOXES, AND/OR SHORED
AND BRACED ALL EXCAVATIONS AS THE CONTRACTOR
DETERMINED NECESSARY FOR SAFETY OF OPERATIONS,
BACKFILL WAS B-BORROW FOR STRUCTURE MATERIAL PLACED IN
6" LAYERS, SOLIDLY TAMPED TO SUB-GRADE OF STREET BASE.
BACKFILL WAS COMPACTED TO 100% STANDARD PROCTOR.
SLOPED TRENCH WALLS, PROVIDED
A
B C D
E F G H
SHEET
REFERENCE
NUMBER:
US Army Corps of Engineers
Chicago District
A B C D E F G H
X-XX
SHEET OF
PLAN
SCALE: 3/8 " = 1’-0"
SCALE: 3/8 " = 1’-0"
SCALE: 3/8 " = 1’-0"
1’-0" 11’-0 1/2 " 11’-0 1/2 "
1’-0"
DISCHARGE DISCHARGE
4’-0"
12’-10 1/2 "
B
SCALE: 3/8 " = 1’-0"
SECTION SECTION BA
TOP OF SHEET
PILING
PZ22 SHEET
PILING (TYP)
EL 590.0
APPROXIMATE EXISTING
GROUND LINE
SUMP PUMP
DISCHARGE
INVERT EL 611.14
1’-0" 6’-1 1/2 "
3’-0"3’-0"
3’-0"
LADDER
C S-04
INSIDE FACE OF
PZ22 SHEETS
EQUAL SPACE
WATERSTOP AS
PER SPECS
DETAIL
SCALE: 1 1/2 " = 1’-0"
2’-2"
SLOPE SLOPE
42" DIA PIPE
14’-10 1/2 "
4’-3 1/2 "
1’-0"
4’-3 1/2 "
1’-0"
4’-3 1/2 "
SUMP
2’-6"
SLOPE
1’-0"
(TYP)
CL CL
CL
CL
CL
CL CL CLDISCHARGE DISCHARGE DISCHARGE
3’-0"
TYP
NOTES:
42" DIA PIPE AND
1’-9"
HEADWALL,
DISCHARGE,
AND PUMP
STATION
EL 604.0
SEE NOTE 6.
HAND RAIL
(TYP)
ELEVATION - DISCHARGE FACE
EL 604.0
SEE NOTE 6.
SHEET PILING
(TYP)
GREY FIBERGLASS REINFORCED
PLASTIC PULTRUDED GRATING
CUT INTO TWO EQUAL SECTIONS.
INSTALL PER SPECIFICATIONS.
LL=100#/SF (LOADING REQ).
SCALE: 1 1/2 ’’=1’-0’’
1’03’’6’’9’’12’’
LADDER
LADDER
1.
2.
3.
4.
5.
7.
2’-0"
EL 607.5
EL 604.5
C PUMP
STATION
L
2’-9 1/2 "
(TYP)
CONSTRUCTION JT
VERTICAL WALLS (TYP)
INTERIOR FACE
OF CONCRETE
GRAB BAR
TOP OF SLAB
LADDER FROM LANDING
TO EL 590.0
S-01.1
S-01.1
S-01.1 S-01.1
A
A
A
S-01.1
S-01
SCALE: 1 1/2 " = 1’-0"
S-01.1
DETAIL - PLATFORM EL 605.0
FACE OF WALL
A
A
BELOW EL 590.0
PLATFORM LANDING EL 605.0
LADDER (TYP) FROM LANDING
TO BOTTOM OF PUMP STATION
SAFETY CHAINS. TWO LEVELS.
REMOVABLE ONE END FOR ACCESS
TO LADDER
HAND RAILING
AT LANDING
S-01.1
SEE SHEET S-02 FOR GENERAL NOTES.
ALL OPENINGS IN TOP SLAB FOR GRATING AND PIPING ARE SHOWN
AS CLEAR DIMENSIONS.
ALL GUARDRAILS, LADDERS, SIDE RAILS, RUNGS, GRAB BARS AND
COMPONENTS ARE PULTRUDED FIBERGLASS REINFORCED
PLASTIC (FRP) AND DESIGNED AS PER SPECIFICATION SECTION 05502.
SEE SHEET S-05 FOR SHEET PILING.
WORK THIS DRAWING WITH SHEET M-01 FOR TYPE
OF DISCHARGE.
APPROXIMATE EXISTING WATER ELEVATION WILL VARY
DEPENDING ON THE TIME OF YEAR.
SLOPED BOTTOM SLAB 1/8 " PER FOOT MIN AS SHOWN.
INVERT EL 601.57
EL 605.05
EL 614.01
S-01.1
DRIVING LINE
TIP EL 581.36
INVERT EL
608.73
PRESSURE RELIEF VALVES
(3) TYPICAL
HANDRAIL NOT SHOWN
FOR CLARITY
PRESSURE RELIEF VALVES (TYP.)
18’-5"
5’-3" 5’-3"
S-01.1
2" ADAPTER FLANGE
(CONNECT FLANGE
TO FLANGE)
HANDRAIL
S-05
PZ22 SHEET PILE
5’-0" 7’-5" 4’-0"
HANDRAIL NOT SHOWN FOR CLARITY
PRESSURE RELIEF VALVE
A
B C D
E F G H
SHEET
REFERENCE
NUMBER:
US Army Corps of Engineers
Chicago District
A B C D E F G H
X-XX
SHEET OF
S-02 9 23
Z-PILES ASTM A572, GRADE 50
GENERAL NOTES
STANDARD LEGENDS:
STRUCTURAL STEEL
1. ALL FABRICATION AND ERECTION WAS DONE IN ACCORDANCE WITH AISC
"SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL
STEEL FOR BUILDING", LATEST EDITION.
2. ALL STRUCTURAL STEEL CONFORMS TO THE FOLLOWING ASTM SPECIFICATIONS:
SHEET PILE WALL: REQUIRED DIMENSIONS AND MINIMUM REQUIRED PROPERTIES OF ALL
Z-PILES AND CONNECTORS IS AS SHOWN ON PLANS.
UNLESS NOTED OTHERWISE, THE FOLLOWING APPLY FOR
SHEETS S-01 AND S-03 THRU S-05.
CONCRETE
1. CONCRETE HAD A MINIMUM 28-DAY COMPRESSIVE STRENGTH f’c = 4000 PSI, UNLESS NOTED OTHERWISE.
2. ALL EXPOSED EDGES AND CORNERS OF CONCRETE HAVE 3/4 " CHAMFERS, UNLESS OTHERWISE NOTED.
CONCRETE REINFORCEMENT
1. ALL REINFORCEMENT PLACEMENT AND DETAILING CONFORM TO THE AMERICAN CONCRETE
INSTITUTE (ACI) 318, LATEST ADDITION, "BUILDING CODE REQUIREMENTS FOR STRUCTURAL
CONCRETE", UNLESS OTHERWISE NOTED.
2. REINFORCEMENT IS ASTM A615, GRADE 60 ( FY = 60,000 PSI) DEFORMED BARS AND MEETS THE
REQUIREMENTS OF ACI STANDARDS ACI 318, LATEST EDITION AND SPECIFICATIONS.
3. CLEAR COVER FOR REINFORCEMENT, UNLESS INDICATED ELSEWHERE, IS IN ACCORDANCE WITH
ACI 318.
4. EMBEDDED LENGTH IS IN ACCORDANCE WITH ACI 318, LATEST ADDITION, UNLESS INDICATED OTHERWISE.
5. FOR REINFORCEMENT BARS, IN TENSION, TERMINATING IN A STANDARD HOOK, THE EMBEDMENT LENGTH AND
HOOK LENGTH WERE IN ACCORDANCE WITH ACI 318, LATEST EDITION. HOOKS WERE NOT USED TO
DEVELOP BARS IN COMPRESSION.
6. HOOKS AND BENDS IN BARS CONFORM TO THE REQUIREMENTS OF ACI 318, LATEST EDITION. FIELD
BENDING OF REINFORCEMENT BAR PARTIALLY EMBEDED IN CONCRETE WAS NOT APPROVED EXCEPT IF, IN THE OPINION OF THE CONTRACTING OFFICER, SUCH IS ESSENTIAL TO REASONABLE CONTRACTIBILITY
AND TO MISS SECOND PLACEMENT OR EMBEDDED ITEMS. END REINFORCEMENT IN ACCORDANCE TO CLEAR
CONCRETE COVER REQUIREMENT PER ACI 318, LATEST EDITION.
7. LAP SPLICES ARE IN ACCORDANCE WITH THE ACI 318, LATEST ADDITION. SPLICED LENGTHS WERE
BASED UPON THE SMALLER BAR BEING LAPPED. THE CONTRACTOR WAS ALLOWED TO MAKE SPLICES IN
ADDITION TO THOSE SHOWN ON THE DRAWING, WHERE ESSENTIAL FOR CONTRACTIBILITY AND
APPROVED BY THE CONTRACTING OFFICER. SPLICES OTHER THAN THOSE SHOWN ON THE DRAWING OR
THOSE REQUIRED BY THE CONTRACTING OFFICER, WERE PROVIDED AT THE CONTRACTORS EXPENSE.
APPROVAL OF ADDITIONAL SPLICES WAS BASED ON SUCH FACTORS AS:
A. SPLICES IN A LAYER WERE ALTERNATED WITH NO MORE THAN 50 PERCENT OF THE BARS BEING
SPLICED WITHIN THE REQUIRED LAP LENGTH.
B. SPLICES IN MULTIPLE LAYERS WERE ALTERNATED WITH NO MORE THAN 50 PERCENT OF THE BARS
BEING SPLICED WITHIN THE REQUIRED LAP LENGTH.
C. THE NUMBER OF SPLICES IN EACH INDIVIDUAL STRUCTURAL ELEMENT WERE HELD TO A MINIMUM
AND ANY SPLICES CONSIDERED EXCESSIVE BY THE CONTRACTING OFFICER WERE NOT APPROVED.
D. VERTICAL REINFORCEMENT DID NOT HAVE MORE THAN ONE SPLICE FOR EACH TEN FEET.
E. HORIZONTAL REINFORCEMENT DID HAVE SPLICES AS NECESSARY TO LIMIT BAR LENGTHS.
8. NO WELDING PERMITTED ON ANY REINFORCEMENT UNLESS OTHERWISE SHOWN ON THE DRAWINGS.
A
B C D
E F G H
SHEET
REFERENCE
NUMBER:
US Army Corps of Engineers
Chicago District
A B C D E F G H
X-XX
SHEET OF
STANDARD LEGENDS:
CAST-IN-PLACE CONCRETE
EARTH
ROCK
STEEL SECTION
STRUCTURAL BACKFILL
ROCK
WOOD
STANDARD ABBREVIATIONS
L
CLR CLEAR
CL or CENTER LINE
T&B TOP & BOTTOM
EW EACH WAY
P PLATE
L ANGLE
LD DEVELOPMENT LENGTH
W or WF WIDE FLANGE
(TYP) TYPICAL
+/- or PLUS/MINUS
STL STEEL
EL ELEVATION
N.T. S. NOT TO SCALE
REINFORCEMENT ARRANGEMENT
AROUND CIRCULAR OPENINGS DETAIL
OPENING
3" (TYP)
3" (TYP)
LD (TYP)
N.T.S.
BAR SIZE SAME AS PRINCIPLE STEEL AROUND THE OPENING.
THE AREA OF STEEL WAS AT A MINIMUM EQUIVALENT
TO THAT INTERRUPTED BY THE OPENING. (TYP)
3" (TYP)
L OPENING
L OPENING
MIN SPACING
C
C
3" (TYP)
REINFORCEMENT
ARRANGEMENT AROUND
RECTANGULAR OPENINGS DETAIL
OPENING
LD
LD
BAR SIZE SAME AS PRINCIPLE STEEL AROUND THE OPENING.
THE AREA OF STEEL SHALL BE AT A MINIMUM EQUIVALENT
TO THAT INTERRUPTED BY THE OPENING. (TYP)
N.T.S.
CORNER BARS (PLACED INSIDE
OF FACE REINFORCEMENT)
SECTION A
SCALE: 1/2 " = 1’-0"
TOP SLAB PLAN
SCALE: 1/2 " = 1’-0"
DETAIL
SCALE: 1 1/2 " = 1’-0"
S-03
2’-6" EMBEDMENT
(TYP)
DETAIL
SCALE: 1" = 1’-0"
3" CLR TYP
DETAIL
SCALE: 1 1/2 " = 1’-0"
3’-0"
42" DIA PIPE
D S-04
#5@6" TYP
OPENING
OPENING OPENING OPENING
OPENING
NOTES
EL 590.0
EL 588.0
2" MIN CLR
COVER (TYP)
WORK THIS DRAWING WITH SHEETS
S-01, S-02, S-04 AND S-05.
#6 @ 9" T & B, E.W.
#6 @ 12" T&B, E.W.
#5@12" TYP
#5@6" TYP
DISCHARGE
PIPE
SUMP PUMP
DISCHARGE
PIPE
#6@12" T&B, E.W.
#6@12"
#6@6"
(TYP)
#6@12"
(TYP)
#6@12"
(TYP)
#6@6"
(TYP)
2 - #6
EQ SPACE
BETWEEN
SHEET
PILE (TYP)
#6@12", T&B, E.W., (TYP)
#6@12", T&B, E.W., (TYP)
#6@9", T&B, E.W., (TYP)
SCALE: 1 1/2 ’’=1’-0’’
1’03’’6’’9’’12’’ 1’1’ 0
SCALE: 1’’=1’-0" SCALE: 1/2 ’’=1’-0’’
12’’ 3’ 4’2’1’0 10
PZ22 SHEET PILING
2’-0"
EL 604.5
EL 607.5
S-03.1
A
A
S-03.1
S-03.1
S-03.1
S-03.1
S-03.1
S-01.1
25-8 1/4 "
ADDED RX WATERSTOP
ADDED CONSTRUCTION JOINT
ADDED #5 REBAR
@ 12" CENTERS
PRESSURE RELIEF VALVE
A
B C D
E F G H
SHEET
REFERENCE
NUMBER:
US Army Corps of Engineers
Chicago District
A B C D E F G H
X-XX
SHEET OF
S-04
SECTION
SCALE: 1/2 " = 1’-0"
C S-01
F S-04
SECTION
SCALE: 1/2 " = 1’-0"
F S-04
SECTION
SCALE: 1 1/2 " = 1’-0"
D S-03
#6@12" T&B, E.W.
S-04
DETAIL
SCALE: 1 1/2 " = 1’-0"
S-04
#6@9" TYP
#6@12"
#6@6" DETAIL
SCALE: 1 1/2 " = 1’-0"
S-04
S-04
#6@12"
S-04
DETAIL
SCALE: 1 1/2 " = 1’-0"
2’-3 1/2 "
E
SECTION E
S-04
DETAIL
SCALE: 1 1/2 " = 1’-0"
S-04
#6@12"
#6@12"
#6@12"
#6@12"
S-04
DETAIL
SCALE: 1 1/2 " = 1’-0"
S-04
#6@12"
#6@9"
#6@12"
#6 @12"
S-04
DETAIL
SCALE: 1 1/2 " = 1’-0"
S-04
#6@6" (TYP)
#6@6"
#6@6"
#6@12"
#6@12"
#6@12"
EL 614.0
EL 613.0
#6@12"
SUMP
PUMP
DISCHARGE
#6@12"
#4@12"
#6 @12"
#4@12"
1’-0"
NOTES
1. WORK THIS DRAWING WITH SHEETS
S-01, S-03, S-05 AND S-06.
#6@12"
2 - -#6 EQ
SPACED BETWEEN
SHEET PILES
2-#6 EQUALLY SPACED
WITHIN EACH SHEETPILE
OPENING (TYP)
2-#6 EQ
SPACED
WITHIN
EACH SHEET
PILE
OPENING
(TYP)
2 - -#6 EQ
SPACED BETWEEN
SHEET PILES
2 - -#6 EQ
SPACED BETWEEN
SHEET PILES
2 - -#6 EQ
SPACED BETWEEN
SHEET PILES (TYP)
SCALE: 1 1/2 ’’=1’-0’’
1’03’’6’’9’’12’’
SCALE: 1/2 ’’=1’-0’’
12’’ 3’ 4’2’1’0
TYP
SCALE: 1/2 " = 1’-0"
2’-6"
HANDRAIL NOT SHOWN
FOR CLARITY
A
B C D
E F G H
SHEET
REFERENCE
NUMBER:
US Army Corps of Engineers
Chicago District
A B C D E F G H
X-XX
SHEET OF
DRIVING PLAN
SCALE: 1/2 " = 1’-0"
HP10x57
DETAIL
SCALE: 1 1/2 " = 1’-0"
DETAIL
SCALE: 1 1/2 " = 1’-0"
DETAIL
SCALE: 1 1/2 " = 1’-0"
PZ22 SHEETPILE
OR EQUAL (TYP)
ELEVATION
TIP OF SHEETS
DETAIL
SCALE: 1 1/2 " = 1’-0"
SHEETPILE DRIVING
LINE (TYP)
BOTTOM OF EXCAVATION EL 588.0
SCALE: 1/2 ’’=1’-0’’
12’’ 3’ 4’2’1’0
SCALE: 1 1/2 ’’=1’-0’’
1’03’’6’’9’’12’’
S-05
NOTES:
1. WORK THIS DRAWING WITH SHEETS S-01 THRU S-04.
N.T.S.
EL 581.36
PZ22 SHEETPILE (TYP)
EL 614.01
TOP OF SHEETSEL 613.36
DETAIL
SCALE: 1 1/2 " = 1’-0"
PZ22 SHEETPILE
(TYP)
18’-5"
18’-5"S-05
S-05
S-05
S-05
S-05
S-05
S-05
S-05
S-05
S-05
A
B C D
E F G H
SHEET
REFERENCE
NUMBER:
US Army Corps of Engineers
Chicago District
A B C D E F G H
X-XX
SHEET OF
SCALE: 3/4 " = 1’-0"
A
SCALE: 3/4 " = 1’-0"
A
B
SECTION
SCALE: 3/4 " = 1’-0"
B
CL
CL EXISTING MANHOLE #1
42" D.I.P.
30" R.C.P.
42" D.I.P.
SHOWN REFLECTED
BAR SCREEN
INV EL. 601.57
10" DIA PIPE
INV EL. 601.62
30" R.C.P.
42" D.I.P.
42" DIA D.I.P. PIPE
CL EXISTING 10" DIA SS
CL
BAR SCREEN
TYP
#5 @ 12"
#5 @ 9"
STANDARD
HOOK (TYP)
#5 DOWEL @ 12" (TYP)
#5 DOWEL @ 6" (TYP)
TYP
TYP
#5 @ 12"
#5 @ 9"
#5 @ 12"
#5 @ 9"
#5 @ 9" (TYP)
#5 @ 12" (TYP)
SCALE: 3/4 " = 1’-0"
TYPICAL WALL CORNER DETAIL
#5 @ 12"
#5 @ 9"
#5 @ 12"
#5 @ 12"
SCALE: 3/4 ’’=1’-0’’
12’’ 6" 1’ 2’0
C OF
OPENING
C OF OPENINGL L
FIBERGLASS REINFORCED
PLASTIC GRATING AS PER
SPECIFICATION SECTION 05502. EL 609.75EL 609.75
EL 609.75
1’-4"
19’-6"
12’-10"
7"
1’-0"
6’-2 1/2 "
3’-7"
1’-0" 1’-0"
2’-1"
1’-0"
6’-7 1/2 "
1’-0"
1’-6"
3’ x 3’ I.D. ALUMINUM ACCESS
HATCH H20 LOADING. ALL
AREAS IN CONTACT WITH
CONCRETE COATED PER
MANUFACTURERS
RECOMMENDATIONS
24" DIA SS
1’ CONCRETE MUD MAT
3’ x 3’ I.D. ALUMINUM ACCESS
HATCH H20 LOADING
1’ CONCRETE MUD MAT (TYP.)
3’ x 3’ I.D. ALUMINUM ACCESS HATCH H20 LOADING
6’-3"
24" DIA PIPE
INV EL. 601.56
SHOWN REFLECTED
INV EL. 601.72
NOTES
1. WORK THIS DRAWING WITH SHEET S-02.
S-06
A
B C D
E F G H
SHEET
REFERENCE
NUMBER:
US Army Corps of Engineers
Chicago District
A B C D E F G H
SHEET OF 23
12" 0 5’
- = 1’-0" 3"
42" DIA SLUICE GATE
FLOOR STAND
CLEAR PLASTIC
STEM COVER
EL. 610.0
STEM
COUPLING
PIPE SLEEVE THROUGH CONCRETE
ST STL STAINLESS STEEL
MOTORIZED ACTUATOR
WITH LOCKABLE HAND WHEEL
ANTI-SWIRL
PLATE
CONE
M-01.1
A
A
A
B C D
E F G H
SHEET
REFERENCE
NUMBER:
US Army Corps of Engineers
Chicago District
A B C D E F G H
X-XX
SHEET OF 23
HP
SWP-2
SWP-1
DWP-1 200
PUMP SCHEDULE
FULL
LOAD
AMPS
PUMP No. RISING WET WELL FALLING WET WELL
SWP-1
SWP-2
DWP-1
SUBMERSIBLE MIXED FLOW
PUMP DESCRIPTION
SUBMERSIBLE MIXED FLOW
SUBMERSIBLE CENTRIFUGAL TYPE
RPM
5,700 10 6’ TO 22’ 460/3 45 875
5,700 10 6’ TO 22’ 460/3 45 875
7’ TO 25’ 460/3 3 175020
PUMP
NO.
Q
GPM
TOTAL HEAD
OPERATING
RANGE
(FT, H 0)
TOTAL
HEAD
FT H 0
VOLTAGE/
PHASE
REMARKS: REFER TO SPEC. 15132 FOR REQUIREMENTS
NOTES:
SWP-3 SUBMERSIBLE MIXED FLOW 5,700 10 6’ TO 22’ 460/3 45 875
PLAN
SCALE: 3/8 " = 1’-0"
A
SECTION
SCALE: 3/8 " = 1’-0"
A
EL. 611.64
EL. 608.77
EL. 607.5
B
SECTION
SCALE: 3/8 " = 1’-0"
B
SWP-1 SWP-2 SWP-3
TYP
4" DIA
DUCTILE
IRON PIPE
DWP-1
SWP-3
STOP = EL. 594.5
LEGEND
D.I.P. DUCTILE IRON PIPE
GRATING
GRATING
ANTI-SEEP COLLAR
PUMP BASE PLATE
SEE DWG. M-2 FOR DETAILS
4" DIA D.I.P. DWP-1
DISCHARGE PIPE
4.5
SUMP
DWP-1
PLATFORM
START = EL. 594.5
32" I.D. DIA.
STEEL PUMP
DISCHARGE
TUBE (TYP
3 PUMPS)
EL. 590.0
4" FLANGED D.I.P.
90^ BEND
1 1/2 " ST
STL STEM
ADJUSTABLE STEM GUIDE
42" DIA. CAST IRON SLUICE GATE
42" DIA. FLANGED D.I.P. PIPE
FROM BAR SCREEN
STRUCTURE
ANTI-SEEP COLLAR
FLOOR AND WALL
ANTI-SWIRL PLATE
AND CONE. SEE
NOTE 1 (TYP. 3
LOCATIONS)
2. HORSEPOWER OF PUMPS MAY VARY WITH THE ACTUAL PUMP SELECTED.
THE CONTRACTOR SHALL MAKE ALL REQUIRED CHANGES TO THE ELECTRICAL
SYSTEM AND EQUIPMENT AT NO ADDITIONAL COST TO THE GOVERNMENT, IF
THE RATINGS ARE DIFFERENT FROM WHAT IS SHOWN ON THE DRAWINGS.
PUMP CONTROL SETTINGS
24" DIA. FLANGED END
TO FLANGED END WALL
PIPE (TYP 3
LOCATIONS)
24" DIA. FLANGED END
TO FLANGED END WALL PIPE
A
A
A
A
A
M-01.1
M-01.1
M-01.1
M-02.1
M-01.1
24" FLANGED FLAP VALVE
WITH BUMPER FOR PRESSURE
SERVICE (TYP. 3 LOCATIONS)
SEE DWG. M-2.1 FOR DETAILS
4" FLANGED FLAP VALVE
WITH BUMPER FOR PRESSURE
SERVICE
2’-0"
PIPE
SUPPORTS (TYP)
3/4 "DIA
WEEP HOLE
PROVIDE ST STL
LIFTING CHAIN
WITH HOOK
INV. EL. 601.57
EL. 614.01
APPROXIMATE GRADE
AT DITCH BANK
APPROXIMATE GRADE
NORTH SIDE OF STATION
EL. 609.0
START = EL. 597.0
START = EL. 599.0
START = EL. 601
START = EL. 591.5
STOP = EL. 597.0
STOP = EL. 594.5
STOP = EL. 594.5
STOP = EL. 591.0
1. FLOOR AND BACK WALL ANTI-SWIRL PLATES, VORTEX SUPPRESSION CONES
AND ATTACHMENT BRACKETS WERE DESIGNED AND SUPPLIED BY PUMP
MANUFACTURER. FINAL DIMENSIONS WERE COORDINATED WITH PUMP MANUFACTURER.
ANTI-SWIRL PLATE WERE FABRICATED FROM 5/8 " THICK 304 STAINLESS
STEEL PLATE AND WERE ANCHORED TO WALL & FLOOR OF PUMP STATION.
THE VORTEX OPPRESSION CONES WERE FABRICATED FROM 1/2 " THICK
304 STAINLESS STEEL PLATE.
3. THE CONTRACTOR COORDINATED ALL FLOOR, WALL AND ROOF OPENINGS
WITH PUMP MANUFACTURER’S REQUIREMENTS FOR PUMP INSTALLATION AND
FUTURE REMOVAL FOR MAINTENANCE.
4. PUMP DISCHARGE TUBE WERE ALIGNED PER MANUFACTURER’S
RECOMMENDED INSTRUCTIONS. ALIGNMENT OF MATING FLANGES IS CRITICAL
FOR PROPER ALIGNMENT OF PUMP DISCHARGE TUBE. INCLUDE IN THE SHOP
DRAWING SUBMITTAL HOW THE CONTRACTOR PLANS TO ACCOMPLISH
DISCHARGE TUBE ALIGNMENT.
5. SEE STRUCTURAL DRAWINGS FOR DIMENSIONS OF PUMP STATION STRUCTURES,
WALK WAY, LADDER, HANDRAIL AND GRATING DETAILS.
PIPE SUPPORTS FOR VERTICAL
DISCHARGE PIPING FROM WALL
DRILLED AND TAPPED FLANGE @
36 LOCATIONS EVENLY SPACED
ON 49.50" B.C., STRADDLE C’S
FOR 1 1/2 " DIA x 4" ASTM A307
BOLTS. TAP HOLES 1 1/2 " - 8UN
ANTI-SEEP COLLAR
4" DIA FLANGE AND FLAP VALVE
WITH BUMPER FOR PRESSURE SERVICE
PRESSURE RELIEF VALVES
(TYP. 3 LOCATIONS)
TYP
DETAIL
SCALE: 12" = 1’-0"
A
1 3/8 "
2.59"
LIFTING RING
TYPICAL FLEXIBLE VALVE DETAIL
SCALE: 1/2 " = 1’-0"
DWP-1
SCALE: 1 1/2 " = 1’-0"
SCALE: 3" = 1’-0"
SECTION
SCALE: 3/4 " = 1’-0"
C
SECTION
SCALE: 1" = 1’-0"
D
M-02
01"2"3"
12" = 1’-0"
06"12" 1’
1 - = 1’-0" 1"
12" 0 1’ 2’ 3’ 4’ 5’
- = 1’-0" 1"
12"
- = 1’-0" 3"
0 1’ 2’ 3’
20"
E
L
SECTION
SCALE: 3/4 " = 1’-0"
E
TUBE SUPPORT
3/4 " STIFFENER
PLATE (TYP)
32" I.D. DIA. STEEL PUMP
DISCHARGE TUBE
3/4 " PLATE
3/4 " PLATE
3/4 " TOP PLATE
7/16 "
3/4 " TK. PL. COVER
41 3/4 " O.D.
5.5" W x 8.3" H MOUNTING FRAME
FOR WATERTIGHT CABLE TRANSIT.
LOCATE BETWEEN STIFFENERS.
1.6" x 2.6" x 13" HIGH BOX-OUTS
(2 REQ. 180^ OPPOSED)
FLANGE GASKET
PUMP DISCHARGE TUBE
ACCESS COVER WITH
LIFTING HOOK (TYP)
D
SECTION
12" 0 1’ 2’
1" = 1’-0"
3" = 1’-0"
12" 9" 6" 3" 0
1 7/8 " DIA HOLE
EQ SPACED ON
60" B.C. (4 REQ’D)
FOR 1 3/4 " DIA
316 ST STL BOLT
WALL PIPE WITH FLANGES BOTH ENDS (TYP)
FLANGED WALL PIPE
24" DIA. FLANGE END TO
FLANGE END WALL PIPE
A
A
A
A
A
M-02.1
M-02.1
M-01.1
M-02.1
M-02.1
M-02.1
M-02.1
M-02.1
4" FLAP VALVE WITH
SPRING BUMPER FOR
PRESSURE SERVICE
24" FLAP VALVE WITH
SPRING BUMPER FOR
PRESSURE SERVICE
(TYP 3 LOCATIONS)
3"
FLANGED FLAP VALVE WITH BUMPER
FOR PRESSURE SERVICE
6 1/4 "
26 1/4 "
1"
11 1/4 "
14 1/2 "
23"
2’-0"
56"
7"
8"
50"
LIFTING CHAIN
1. DISCHARGE TUBE CONSTRUCTED
OF A-36 STRUCTURAL STEEL.
2. ALL SHARP EDGES REMOVED.
3/4 " DIA WEEP HOLE
ANTI-SWIRL PLATE & CONE. LOCATED
PLATE & CONE ON C OF PUMP WITH
PLATE ALIGNED PARALLEL TO
APPROACHING FLOW. (SEE NOTE 1
ON DWG M-01)
LIFTING CHAIN
1 3/4 " DIA 316 ST STL BOLT WITH HEX
NUT. PROVIDED FLAT & LOCK WASHER
ON LOWER SIDE OF CONCRETE SLAB.
(2 REQ’D-EACH PUMP: NORTH SIDE)
DRILLED 16-1 1/4 " DIA HOLES
ON A 38 1/2 " B.C. TO
MATCH TOP FLANGE
1 3/4 " DIA 316 ST STL BOLT GROUTED
IN PLACE (2 REQ’D-EACH PUMP: SOUTH SIDE)
40"
3/8
3/8
3/8
3/8
3" PRESSURE RELIEF VALVE
3/8
3/8
1 1/2 " DIA.
7/16 "
4"
(TYP. 14 PLACES)
A
B C D
E F G H
SHEET
REFERENCE
NUMBER:
US Army Corps of Engineers
Chicago District
A B C D E F G H
X-XX
SHEET OF 23
SCALE: 3/4 " = 1’-0"
A
SCALE: 3/4 " = 1’-0"
A
B
SECTION
SCALE: 3/4 " = 1’-0"
B
CL
CL EXISTING MANHOLE #1
42" D.I.P.
30" R.C.P.
42" D.I.P.
SHOWN REFLECTED
BAR SCREEN
INV EL. 601.57
30" R.C.P.
42" D.I.P.
10" DIA PIPE
INV EL. 601.62
M-03
42" DIA D.I.P. PIPE
CL EXISTING 10" DIA SS
CL
FINISHED GRADE
COMPACTED, CRUSHED LIMESTONE
INCREASE THICKNESS AS
REQUIRED TO REMOVE
FILL AND FOUND ON SAND.
BAR SCREEN
GENERATOR ENCLOSURE
SUB-BASE FUEL TANK
10" DIA PIPE
INV EL. 602.62
MANHOLE
STEPS
REMOVABLE LATCH HANDLE
MANHOLE STEPS
GENERATOR FOUNDATION DETAIL
SCALE: 1/2 " = 1’-0"
NOTES:
12"
- = 1’-0" 3"
0 1’ 2’ 3’12" 0 1’ 2’ 3’ 4’ 5’
- = 1’-0" 1"
EL. 609.75
M-03
M-03
M-03
M-03
LADDER-UP POST
SEE SPECIFICATIONS
FOR REQUIREMENTS
FIBERGLASS REINFORCED
POLYESTER GRATING
LADDER-UP POST
SHOWN IN DOWN
POSITION
PLACE GROUT IN RECESS WHILE MAINTAINING 1" CLEARANCE
FOR OPERATION OF FLAP VALVE. TAPER GROUT UP TO
MATCH INVERT OF STRUCTURE
1’-0" 3’-0" 3’-0"
1’-4"
1’-0"
19’-6"
12’-10"
6" MIN
7"
24" DIA SS
6’-3"
24" DIA PIPE
INV EL. 601.56
SHOWN REFLECTED
1’-0"
3’ x 3’ I.D. ALUMINUM ACCESS HATCH
RATED FOR H-20 LOADING
INV EL. 601.72
PROVIDED BLOCKOUT 16" LONG X
12" WIDE X 2" DEEP IN BOTTOM
OFSTRUCTURE FOR INSTALLATION
OF FLAP VALVE. COORDINATE SIZE
OF RECESS WITH ACTUAL FLAP
VALVE PROVIDED
PROVIDED 4-7/8" DIA x 10" ST STL
ANCHOR BOLTS. LOCATE ON B.C.
45 DEG FROM HORIZONTAL
3’ x 3’ I.D. ALUMINUM ACCESS
HATCH RATED FOR H-20
LOADING
1. SEE DWG M-04 FOR DETAILS ON BAR SCREEN.
2. SEE DWG S-06 FOR STRUCTURAL DETAILS OF BAR SCREEN STRUCTURE.
3. FOR LOCATION OF BAR SCREEN STRUCTURE SEE DWG C-02.
#5 BARS @ 12" O.C.
6’-6" x 13’-2" x 1’-6"
CONCRETE PAD
24" DIA PIPE
INV EL. 601.56
3’x3’ I.D. ALUMINUM ACCESS HATCH
RATED FOR H-20 LOADING
24" DIA FLAP VALVE
PROVIDED BLOCKOUT 16" LONG X
12" WIDE X 2" DEEP FOR
INSTALLATION OF FLAP VALVE
SEALED AREA BETWEEN
FLANGE AND WALL
WATER TIGHT
A
B C D
E F G H
SHEET
REFERENCE
NUMBER:
US Army Corps of Engineers
Chicago District
A B C D E F G H
SHEET OF 23
SECTION A
SECTION B
DETAIL
SCALE: 3" = 1’-0"
SCALE: 1 1/2 " = 1’-0"
SCALE: 1 1/2 " = 1’-0"
ST 4" x 2" x 1/4 "
2" x 3/8 " VANE (TYP)
ST 4" x 2" x 1/4 "
ST 6" x 2" x 3/8 " (TYP)
ST 4" x 2" x 1/4 "
ST 4" x 2" x 1/4 "
ST 6" x 2" x 3/8 " (TYP)
EL. 609.58
EL. 609.75
EL. 609.40
EL. 601.2
3/4 " DIA STAINLESS STEEL HILTI KWIK-BOLT
WITH 8" EMBEDMENT. CONTRACTOR TO
FIELD LOCATE AND INSTALL TO ENSURE
PROPER FIT WITH TRASH RACK.
15/16 " DIA HOLE IN TUBE
FOR ANCHOR BOLT
3/16
3/16
TYP (VANE
TO TUBE)
3/16
TYP (PLATE
TO TUBE)
TYP (PLATE
TO TUBE)
TYP (TUBE
TO TUBE) 3/16
(TYP) (TYP)
3/8 " ALUMINUM PLATE 6061-T6
C L
1 1/4 " SCH. 80 ALUMINUM
PIPE x 5" LONG (6061-T6)
LC 2- 3/8 " DIA THRU BOLTS,
STAINLESS STEEL WITH
HEX NUTS AND WASHERS
1/4 " ALUM PLATE
6061-T6 (TYP)
1/4
TYP
1/4
TYP
1/4
NOTES:
CONCRETE
WALL
CONCRETE
WALL
M-04
BAR SCREEN DETAILS
SCALE: 1 1/2 " = 1’-0"
BAR SCREEN RAKE DETAILS
SCALE: 6" = 1’-0"
06"12" 1’
1 - = 1’-0" 1"
3" = 1’-0"
12" 9" 6" 3" 0
6" = 1’-0"
6" 5" 4" 3" 2" 1" 0
3/4 " DIA x 19" BENT ANCHOR BOLTS, STAINLESS STEEL WITH HEX
NUTS AND WASHERS
GRATING
BENT PLATE
3/8 " x 13 1/2 "
DRILL 13/16 " DIA
HOLE (TYP)
BENT PLATE
3/8 " x 13 1/2 " x 45"
FLOW
M-04
M-04
M-04
M-04
M-04
45"
3" 19 1/2 " 19 1/2 " 3"
1" (TYP)
2" 2"30 EQUAL SPACES
45"
11 1/8 "
3/8 " 3/4 " 5/8 "
3" 3/8 "
1/2 "
2"
1 1/2 " 1 1/2 " 2"
5"
HANDLE TO BE 1 3/8 " ALUMINUM;
15’ HANDLE TO HAVE 3 SECTIONS
OF 5’ EACH WITH THREADED
GRAINGER #5LN89 CONNECTORS
1. ALL MATERIAL ON THIS SHEET IS STRUCTURAL STEEL ASTM A36,
UNLESS NOTED OTHERWISE.
2. ALL STRUCTURAL TUBING IS ASTM A500, GRADE C.
3. ANCHOR BOLTS, NUTS AND WASHERS ARE STAINLESS STEEL,
TYPE 304.
4. BAR SCREEN AND BENT PLATE HOT-DIPPED GALVANIZED
AFTER FABRICATION IN ACCORDANCE WITH ASTM A123.
5. CONTRACTOR FURNISHED BAR SCREEN WITH LIFTING
LUGS FOR HANDLING AND INSTALLATION PURPOSES.
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SHEET
REFERENCE
NUMBER:
US Army Corps of Engineers
Chicago District
A B C D E F G H
X-XX
SHEET OF 23
E-01
NEMA 3R NON-WALK-IN MCC
LOCKABLE DOORS NOT SHOWN: ALLOW MINIMUM 42" CLEARANCE IN FRONT OF MCC
SCALE: 1" = 1’-0"
12" 0 1’ 2’
1" = 1’-0"
3/4 "x10’ COPPER CLAD
GROUND ROD
PROVIDE CADWELD CONNECTION
TO GROUND GRID
ALL-WEATHER
STROBE LIGHT
A
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SHEET
REFERENCE
NUMBER:
US Army Corps of Engineers
Chicago District
A B C D E F G H
X-XX
SHEET OF 23
N N
N
45 3 T
GRD BUS
JB JB
M
SWP-1 SWP-2
480/277VAC, 3 PHASE, 4 WIRE, 6OOA BUS, 42KAIC
SCALE: NONE
THERMAL SWITCH IN MOTOR
AMBER INDICATING LIGHT
FUSE
R
A
UTILITY CO. METER
45 MOTOR HORSEPOWER
w
JB JUNCTION BOX
T
NEMA 3R NON-WALK-IN MOTOR CONTROL CENTER
150AT/3P
225AF
150AT/3P
225AF
THROUGHOUT MCC
N
JB
SWP-3
150AT/3P
225AF
T
L
B
T
L
B
T
L
B
20AT/3P
100AF
TVSS
T
L
B
20AT/3P
100AF
15AT/3P
100AF
1 1/2 "C BY CONTRACTOR
WIRING BY UTILITY CO.
MAGNETIC MOTOR STARTER,
NEMA SIZE 3, FULL VOLTAGE,
NON REVERSING
MCC ONE-LINE DIAGRAM
M
N
THERMAL & LEAK DETECTION SWITCHES
& BEARING TEMP. SENSOR IN MOTOR
PILOT LIGHT
PUSH BUTTON
PUMP CONTROLLER DISPLAY2
3 TEMPERATURE CONTROLLERS
MONITOR DISPLAY
SELECTOR SWITCH (HAND-AUTO)
TRANSIENT VOLTAGE SURGE SUPPRESSORTVSS
MCC MOTOR CONTROL CENTER
NEUTRAL
LUG ASSEMBLY
DWP-1
STORMWATER
PUMP CONTROLLER
R CONTROL RELAY
RED RUN LIGHT
GROUND
*120V THERMOSTAT
CONTROLLED STRIP
HEATER (EACH SECTION)
30AT/3P
100AF
N
30AT/3P
100AF
N
UTILITY APPROVED METERING CABINET FURNISHED
& INSTALLED BY CONTRACTOR
N
G N
L
E
300A
ELECTRONIC
POWER METER
G
300A
(3) POLE MOUNTED UTILITY
TRANSFORMERS. HV TO 480/277V
200KW 480/277V 3 PHASE, 4 WIRE
DIESEL GENERATOR
300A SERVICE ENTRANCE
TRANSFER SWITCH
MAIN
LUGS
15AT/3P
100AF
NOTES:
LEGEND:
BRINWOOD
LIFT STATION
(SEE E-06)
4-350 KCMIL, 3"C
4-350 KCMIL, #2/0 GRD, 3"C
3-350 KCMIL, 1-350 KCMIL
NEUTRAL, #2/0 GRD, 3"C
#2/0 BARE GRD
TIME DELAY SWITCH
20AT/2P
100AF
METER & SOCKET FURNISHED BY
UTILITY CO. INSTALLED BY
CONTRACTOR
PTS
CTS
JB
FLOAT
SWITCHES
20AT/3P
100AF
CIRCUIT BREAKER, RATING,
POLES AND FRAME SIZE AS SHOWN
CIRCUIT AND NAMEPLATE SCHEDULE
SECTION CIRCUIT NAMEPLATE NUMBER NAMEPLATE LEGEND PLATE
1A
4A
MAIN LUGS
TVSS
POWER METER
BRINWOOD PUMP 1
BRINWOOD PUMP 2
SWP CONTROLLER
DWP-1
SWP-1
SWP-2
SWP-3
SWP-1
SWP-2
SWP-3
SPACE
TRANSFORMER
HOA; RUN; RESET
HOA; RUN; RESET
TEST; ALARM; RESET
START/STOP; RUN; RESET
ALARM
HAND/AUTO; RESET
HAND/AUTO; RESET
HAND/AUTO; RESET
5KVA
480-120/240V
1 PH
3/C #8 W/GRD
1 1/4 " C (TYP)
DISCONNECT SWITCH
N NEUTRAL
C CONDUIT
G, GRD GROUND
EMBEDDED OR CONCEALED CONDUIT
12/C #12, 1 1/4 "C 3 #12, #12 GRD
3/4 "C
12" x 12" x 6"
NEMA 3R J.B. WITH TERMINALS
(TYP. 4)
JB
3#4,#4 GRD, 1 1/2 "C,
6#14, 1"C
NOTE 7
PRIMARY LEVEL
SENSING PROBE
BACKUP LEVEL
SENSING PROBES
PROBE CABLES BY
PUMP MANUFACTURER
2- 3/4 "C
SEE
E-04
5KVA, 480-120/240VAC, 1PH
TRANSFORMER
SLUICE GATE
ACTUATOR
PANEL "LPA"
PANEL "LPA"
125 VOLTS, 20 AMP DUPLEX RECEPTACLE,
GFCI "WHILE IN USE COVER" WEATHERPROOF
20AT/3P
100AF
SPARE
N
G N
L
E
SERVICE ENTRANCE TRANSFER SWITCH
E (EMERGENCY)
L (LOAD)
N (NORMAL)
NO. 1
NO. 2
RUN; HIGH TEMP; SEAL
RUN; HIGH TEMP; SEAL
NEMA 4X 480V,
30A 3P NF (TYP)
NEMA 4X 480V,
30A 3P NF
12"x12"x8" NEMA
3R JBOX
3#12,#12 GRD, 3/4 "C
12#14, 1" C
FLOAT
SWITCHES
2A
1C
1P
1T
1E
1N
3P
2Q
2E
2K
3J
3A
3R
2U
2V
BRINWOOD CONTROLS
SLUICE GATE ACTUATOR
DEWATERING PUMP CONTROLS
PUMP
PUMP
PUMP
PUMP
SPARE BRANCH FEEDER
STORMWATER PUMP CONTROLS
1. THE PUMP SUPPLIER WAS RESPONSIBLE FOR CONFIGURING AND PROVIDING
THE MOTOR CONTROL CENTER INCLUDING MOTOR STARTERS, PUMP CONTROL
CIRCUITS, LEVEL SENSORS, ETC.
2. LEVEL SENSORS MOUNTING LOCATION SHOWN ON DRAWING MAY VARY. THEY
ARE SUPPORTED AND MOUNTED PER MANUFACTURERS RECOMMENDATION
TO INSURE PROPER OPERATION.
3. COORDINATED THE HIGH WATER LEVEL SETTING WITH THE LOCAL MUNICIPALITY.
4. NEW ELECTRICAL SERVICE REQUIRED. COORDINATED ALL REQUIREMENTS
WITH POWER COMPANY.
5. SUBMERSIBLE WAS PROVIDED WITH CABLES OF SUFFICIENT LENGTH
TO REACH JUNCTION BOXES.
6. SEE DWG E-06 FOR PANEL "LPA" SCHEDULE.
7. PROVIDED WARNING SIGN STATING "CAUTION - CONTROL FED FROM 2 SOURCES".
E-02
SCALE: NONE
MCC - UNIT LOC 1A & 2A
LUGS & CIRCUIT MONITOR SCALE: NONE
MCC - UNIT LOC 1C - TVSS
SCALE: NONE
MCC - UNIT LOC 1E
DUPLEX CONTROL CABINET
SCALE: NONE
MCC - UNIT LOC 1E
DUPLEX CONTROL CABINET
SCALE: NONE
MCC - UNIT LOC 1N &
SLUICE GATE ACTUATOR &
SPARE BRANCH FEEDER
SCALE: NONE
MCC - UNIT LOC 2U
DWP PUMP CONTROL
SCALE: NONE
MCC - UNIT 1P & 1T - FVNR
(TYPICAL FOR 2 UNITS)
SCALE: NONE
MCC - UNIT 2E, 2K & 3J - FVNR
(TYPICAL FOR 3 UNITS)
SCALE: NONE
MCC - UNIT LOC 3P
BRANCH BKR CONTROLLER
SCALE: NONE
MCC - UNIT LOC 2Q - FVNR
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SHEET
REFERENCE
NUMBER:
US Army Corps of Engineers
Chicago District
A B C D E F G H
X-XX
SHEET OF 23
NOTES:
5. PROVIDED INTRINSICALLY SAFE BARRIER ISB IN MCC FOR WIRING
PRIMARY LEVEL SENSING PROBE LOCATED IN SUMP CHAMBER.
SWP #1 - ON @ E.L 597.0
SWP #1 - OFF @ E.L. 594.5
SWP #2 - ON @ E.L. 599.0
SWP #2 - OFF @ E.L. 594.5
SWP #3 - ON @ E.L. 601.0
SWP #3 - OFF @ E.L. 594.5
HIGH LEVEL @ E.L. 609
E-03
SCALE: NONE
MCC - UNIT LOC 3R-DIST XFMR
SCALE: NONE
MCC - UNIT LOC 4A & 4M - 45HP
TRIPLEX CONTROL CABINET
SCALE: NONE
MCC - UNIT LOC 4A & 4M - 45HP
TRIPLEX CONTROL CABINET
SCALE: NONE
MCC - UNIT LOC 4A & 4M - 45HP
TRIPLEX CONTROL CABINET
SCALE: NONE
MCC - UNIT LOC 4A & 4M - 45HP
TRIPLEX CONTROL CABINET
SCALE: NONE
MCC - UNIT LOC 4A & 4M - 45HP
TRIPLEX CONTROL CABINET
SCALE: NONE
MCC - UNIT LOC 4A & 3P
(FEEDER) CONTROLLER
SCALE: NONE
MCC - UNIT LOC 4A & 4M - 45HP
TRIPLEX CONTROL CABINET
SCALE: NONE
MCC - UNIT LOC 4A & 3P
(FEEDER) CONTROLLER
A
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SHEET
REFERENCE
NUMBER:
US Army Corps of Engineers
Chicago District
A B C D E F G H
X-XX
SHEET OF 23
NOTES:
E-04
SCALE: NONE
BRINWOOD LIFT STATION PUMP CONTROL DIAGRAM
BRINWOOD FLOAT SETTINGS
HIGH ALARM
LAG FLOAT
LEAD FLOAT
OFF
@ 601.61 @ 601.11 @ 599.61 @ 598.11
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SHEET
REFERENCE
NUMBER:
US Army Corps of Engineers
Chicago District
A B C D E F G H
X-XX
SHEET OF 23
(4) 3/8 "x 5" STAINLESS STEEL
CONCRETE EXPANSION ANCHOR
CABLE SEAL FITTING
NEMA 3R JUNCTION BOX
MIN. SIZE 12"x 12"x 6"
CAT#A-12R126HCR
HOFFMAN OR EQUAL
1/2 " GALVANIZED
STEEL PLATE
DETAIL 1
SCALE: 1 1/2 " = 1’-0"
PUMP POWER/CONTROL CABLES
TO PUMP DISCHARGE TUBE
WATERTIGHT TRANSIT
3#4, #4 GRD, 1 1/2 "C
6#14, 1"C
TO MCC
(TYP)
LIFTING EYE BOLT
B
SCALE: 1" = 1’-0"
SECTION
CABLE SUPPORT GRIPS
SHACKLE
B
NOTES:
C
(CABLE SUPPORT ASSEMBLY
BY PUMP MANUFACTURER)
06"12" 1’
1 - = 1’-0" 1"
12" 0 5’
- = 1’-0" 3"
EL. 615.0
12" 0 1’ 2’
1" = 1’-0"
NOTE 7
NOTE:
I
WATER TIGHT TRANSIT
ROXTEC OR EQUAL
CONDUIT SEALS AS REQUIRED
E-05.1
E-05.1E-05.1
E-05.1
E-06.1 E-05.1
E-05.1
E-05.1
A
A
1. WORK PLAN W/OTHER DRAWINGS FOR CONDUIT/CABLE REQUIREMENTS.
2. CONDUITS SHOWN DIAGRAMMATICALLY. EXACT ROUTING
DETERMINED BY THE CONTRACTOR IN THE FIELD.
3. 3#12, #12 GRD, 3/4 "C (POWER); 3#12, 3/4 "C (HEATER) TO MCC. FURNISH
GALVANIZED STRUT FOR SAFETY SWITCH SUPPORT.
4. CABLES FOR PRIMARY AND BACKUP LEVEL SENSING PROBES
REACH MCC WITHOUT SPLICING. MOUNTING INCLUDES STAINLESS
STEEL BRACKET, HOOKS AND PROBE CLEANER. INSTALLATION
IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS.
5. 3#12, #12 GRD, 3/4 "C (POWER); 9/C #12, 1"C (SENSORS) TO MCC.
BOX MOUNTING SIMILAR TO DETAIL A.
6. CONTRACTOR INSURED THAT PROBE SENSOR SPACING WILL
OPERATE STORM WATER PUMPS ACCORDING TO THE PUMP SCHEDULE
SHOWN ON DWG M-01.1.
7. CONTRACTOR PROVIDED GALVANIZED STRUT AND BASE AS
REQUIRED TO SUPPORT JUNCTION BOXES.
8. CONDUIT RUNS BELOW ELEVATION 614.0 IN THE WET WELL
PVC COATED RIGID STEEL. ALL EXPOSED CONDUIT SHALL BE
GALVANIZED RIGID STEEL. ALL WIRING INSTALLED IN
CONDUIT UNLESS NOTED OTHERWISE.
9. CONTRACTOR FURNISHED 4 FLOAT SWITCHES FOR DWP-1
CONTROL. MOUNTING HARDWARE/SWITCHES INSTALLED
IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS. SET FLOATS
TO OPERATE PUMPS AT ELEVATIONS SHOWN ON M-01.
ALL ELECTRICAL WORK IN THE WET
WELL CONFORMS TO NFPA 70
FOR CLASS DIV I GROUP D LOCATIONS
NOTE:
PRESSURE RELIEF VALVES
NOT SHOWN FOR CLARITY
PADLOCKING HASP. TOWN OF
GRIFFITH PROVIDED HEAVY DUTY
WEATHERPROOF PAD LOCKS
HANDRAIL NOT
SHOWN FOR CLARITY
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SHEET
REFERENCE
NUMBER:
US Army Corps of Engineers
Chicago District
A B C D E F G H
X-XX
SHEET OF 23
PLAN
A
SWP-1 SWP-2 SWP-3
G
G
G
G
JB JB JB
M
2- 3/4 "C TO MCC
NOTE 3
SCALE: 3/8 " = 1’-0"
(SEE NOTES 1 & 2)
3#4, #4 GRD, 1 1/2 "C
6#14, 1"C
#2/0 BARE
GROUND (TYP)
TO MCC
(TYP)
MCC (FRONT)
2- 3/4 "C TO MCC
NOTE 4
NOTE 5
3/4 "x10’ COPPER CLAD
GROUND ROD (TYP)
SERVICE ENTRANCE
RATED ATS
JB
SECTION
SCALE: 3/8 " = 1’-0"
A
EL. 611.64
EL. 608.77
EL. 607.5
DWP-1
APPROXIMATE
EXISTING GRADE
CABLE SUPPORT ASSEMBLY
BY PUMP MANUFACTURER
EL. 590.0
MINIMUM PUMPING LEVEL
SEE VIEW A ON DWG
E-06 FOR DETAILS
NOTES
4 & 6
MCC
4 FLOAT SWITCHES FOR DWP-1
CONTROL. SEE NOTE 9.
SWP PRIMARY LEVEL SENSING PROBE
(BACKUP PROBE NOT SHOWN)
INV. EL. 601.57
EL. 614.01
DESCRIPTION DESCRIPTION
MAIN BUS…
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