W912P6-12-B-0013_Plans_Certified Final Documents_RTA.pdf
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U .S
A R
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LOCATION MAP VICINITY MAP
(N.T.S.) (N.T.S.)
NN NN
City of East Chicago
Pipe Lining Project
C h a rl e s L F ra n g o s
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EAST CHICAGO
LAKE MICHIGAN
CALUMET CITY
GARY
CHICAGO HEIGHTS
MERILLVILLE
Chicago
Area Project
N .T .S
G-001
(Optional) Location Pipe Lining
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(Base) Locations Pipe Lining
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Solicitation Date: August 15, 2012
Certified Final Documents - RTA: W912P6-12-B-0013
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US Army Corps
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US Army Corps a u t o t im e
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SHEET # REFERENCE # TITLE
26 C-602 STRUCTURE INVENTORY (OPTIONAL)
25 C-601 STRUCTURE INVENTORY (BASE)
24 C-503 TRAFFIC CONTROL
23 C-502 TRAFFIC CONTROL
22 C-501 TYPICAL BYPASS PUMPING DETAIL
C-115 PLAN & PROFILE - NORTHCOTE AVE STA 61+00 - 66+31 (OPTIONAL)21
C-114 PLAN & PROFILE - NORTHCOTE AVE STA 54+00 - 61+00 (OPTIONAL)20
19 C-113 PLAN & PROFILE - NORTHCOTE AVE STA 47+00 - 54+00 (OPTIONAL)
18 C-112 PLAN & PROFILE - NORTHCOTE AVE STA 40+02 - 47+00 (OPTIONAL)
17 C-111 PLAN & PROFILE - INDIANAPOLIS BLVD STA 0+26 - 6+35
16 C-110 PLAN & PROFILE - TOD AVE STA 45+00 - 46+23
15 C-109 PLAN & PROFILE - TOD AVE STA 38+00 - 45+00
14 C-108 PLAN & PROFILE - TOD AVE STA 31+00 - 38+00
13 C-107 PLAN & PROFILE - TOD AVE STA 24+00 - 31+00
12 C-106 PLAN & PROFILE - TOD AVE STA 17+00 - 24+00
11 C-105 PLAN & PROFILE - TOD AVE STA 10+90 - 17+00
10 C-104 PLAN & PROFILE - BARING AVE STA 61+00 - 66+67
9 C-103 PLAN & PROFILE - BARING AVE STA 54+00 - 61+00
8 C-102 PLAN & PROFILE - BARING AVE STA 47+00 - 54+00
7 C-101 PLAN & PROFILE - BARING AVE STA 40+30 - 47+00
6 G-006 SURVEY CONTROL
5 G-005 SITE & SHEET LOCATION MAP
4 G-004 GENERAL NOTES
3 G-003 LEGENDS
2 G-002 INDEX
1 G-001 COVER SHEET
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IDENTIFICATION
SHEET
fiof Engineers
US Army Corps
U .S
A R
M Y C
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P S O
F E
N G
IN
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R S of Engineers
US Army Corps a u t o t im e
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000.00000.00
TREE
WATER HYDRANT
WATER VALVE
(WORKING LIMITS)
TEMPORARY EASEMENT
ELECTRIC POLE
LIGHT POLE
SPOT ELEVATION
CONTROL POINT
HORIZONTAL OR VERTICAL
STORM MANHOLE
(SIZE VARIES)
SANITARY MANHOLE
CATCH BASIN
INLET
COMBINED SEWER
SANITARY SEWER
STORM SEWER
TELEPHONE LINE
POWER LINE
OIL LINE
GAS LINE
WATER MAIN
STANDARD SYMBOLS STANDARD ABBREVIATIONS
EXISITING PROPOSED
SS SS
SAN SAN
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CURED IN PLACE PIPE
VITRIFIED CLAY PIPE
COMBINED SEWER
SANITARY SEWER
STORM SEWER
OIL PIPELINE
TELEPHONE
POWER LINE
WATER MAIN
GAS
CORRUGATED METAL PIPE
WATER LEVEL
ON CENTER
UPSTREAM
DOWNSTREAM
INVERT ELEVATION
LEFT OF CENTERLINE
RIGHT OF CENTERLINE
STATION
DEGREE OF CURVE
DEFLECTION ANGLE
LENGTH
RADIUS
POINT OF TANGENCY
CENTER OF CURVATURE
POINT OF CURVATURE
POINT OF ELEVATION
BENCH MARK
ELEVATION
REINFORCED CONCRETE PIPE
CENTER LINE
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fiof Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
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R S of Engineers
US Army Corps a u t o t im e
Chicago District
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G P
800-382-5544
GARY, IN 46402
1460 EAST 15TH ST
NIPSCO
GAS AND ELECTRIC
219-427-8686
EAST CHICAGO, IN 46312
5201 SOUTH INDIANAPOLIS BLVD
EAST CHICAGO SANITARY DIST
SEWER
219-662-4400
CROWN POINT, IN 46307
302 S. EAST ST
AT&T
TELEPHONE
219-882-9700
GARY, IN 46402
925 KENTUCKY ST
COMCAST
CABLE TV
219-512-3158
EAST CHICAGO, IN 46312
400 EAST CHICAGO AVE
EAST CHICAGO WATER DEPT
WATER
219-391-8355
EAST CHICAGO, IN 46312
4444 RAIL ROAD AVE
EAST CHICAGO ENGINEERING
ELECTRIC
48 HOURS PRIOR TO CONSTRUCTION.
10. "NO PARKING" SIGNS SHALL BE INCIDENTAL TO THE CONTRACT AND POSTED
WEEKS PRIOR TO RESTRICTING PARKING.
TO THE CITY OF EAST CHICAGO ENGINEERING DEPARTMENT 2
TO CLEAR THE WORK AREA. THE CONTRACTOR SHALL APPLY
9. PARKING RESTRICTIONS CAN BE USED BY THE CONTRACTOR
DAYS PRIOR TO THE START OF CONSTRUCTION.
THIS PERMIT SHALL BE SUBMITTED TO INDOT AT LEAST 7
WORK ON INDIANAPOLIS BLVD, COLUMBUS, OR ANY OTHER STATE ROUTE.
8. CONTRACTOR SHALL APPLY AND PAY FOR ANY INDOT PERMITS NEEDED FOR
7. ALL CIVIL STATIONING AND ELEVATIONS SHOWN IN CIVIL PLANS.
CONSTRUCTION GRADES AND ELEVATIONS AND CONDITION.
6. ALL STAGING AND STORAGE AREAS SHALL BE RESTORED TO PRE-
SUITABLE SITE FOR STAGING
WORK AREA UPON APPROVAL OF THE CITY ENGINEER OR LOCATE A
5. CONTRACTOR TO STAGE EQUIPMENT IN THE RIGHT-OF-WAY WITHIN THE
ENGINEERS.
HEALTH REQUIREMENTS MANUAL’, REVISED 1996; U.S. ARMY CORPS OF
4. ALL WORK SHALL BE IN ACCORDANCE WITH EM 385-1-1, ’SAFETY AND
STATEWIDE AERIAL PHOTOGRAPHY TAKEN IN MARCH AND APRIL 2005.
3. EXISTING FEATURES AND TOPOGRAPHY WERE REPRODUCED FROM
NORTH AMERICAN VERTICAL DATUM (NAVD) OF 1988.
2. ELEVATIONS SHOWN REFER TO THE ELEVATION, IN FEET, ABOVE THE
STATE PLANE WEST (INSPW) COORDINATE SYSTEM.
1. THE GRID COORDINATE SYSTEM SHOWN IN THE PLANS IS THE INDIANA
10. PROPOSED ELEVATIONS SHOWN ARE FINISHED GRADES.
CHANGES.
IS REQUIRED, THE CONTRACTING OFFICER’S REPRESENTATIVE (COR) SHALL BE NOTIFIED PRIOR TO ANY
CONSTRUCTION AND INTERFERE TO SUCH AN EXTENT THAT AN ALTERATION IN THE PLANS
9. WHEREVER OBSTRUCTIONS NOT SHOWN ON THE PLANS ARE ENCOUNTERED DURING
FOR THE USE OF WATER HYDRANTS.
8. THE CONTRACTOR SHALL OBTAIN A HYDRANT PERMIT FROM CITY OF EAST CHICAGO WATER
VALVES.
7. ONLY CITY OF EAST CHICAGO WATER PERSONNEL SHALL OPERATE EXISTING WATER SYSTEM
BY CONTRACTING OFFICER.
MAINTAIN ACCESS TO DRIVEWAY BETWEEN CONSTRUCTION ACTIVITIES AND AS DIRECTED
6. MAINTAIN VEHICULAR ACCESS FOR LOCAL RESIDENTS ON ALL STREETS AT ALL TIMES.
OWN EXPENSE TO THE SATISFACTION OF THE OWNER.
DAMAGE TO PRIVATE PROPERTY AND SHALL REPAIR SAID DAMAGE AT THE CONTRACTORS
RIGHTS OF WAYS SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL
5. THE CONTRACTOR SHALL CONSTRUCT THE IMPROVEMENTS ONLY WITHIN THE STREET
NO EXTRA PAYMENT TO THE CONTRACTOR WILL BE MADE FOR SUCH REPAIRS.
REPAIRS TO THE STRUCTURE TO THE SATISFACTION OF THE OWNER OF THE STRUCTURE.
DURING CONSTRUCTION, THE CONTRACTOR SHALL MAKE OR PAY TO HAVE MADE ALL
TEMPORARY RELOCATION, AND THE PROTECTION OF WHERE NECESSARY. IF DAMAGED
ARRANGEMENTS WITH THE OWNER OF SUCH STRUCTURES FOR SHIFTING, SUPPORT,
BE PROPERLY SUPPORTED AND MAINTAINED. THE CONTRACTOR SHALL MAKE
STRUCTURES ABOVE OR BELOW GROUND ENCOUNTERED DURING CONSTRUCTION SHALL
MUST NOT BE CONSTRUED AS BEING ACCURATE, CORRECT, OR COMPLETE. ALL
DIMENSIONS OF EXISTING OBSTRUCTIONS ARE BASED UPON AVAILABLE RECORDS BUT
AGENCIES KNOWN TO HAVE STRUCTURES IN THE AREA. THE LOCATION, MATERIAL, AND
POSSIBLE INFORMATION THROUGH CONTACT MADE WITH THE VARIOUS UTILITIES AND
UTILITIES AND OBSTRUCTIONS SHOWN ON THE PLANS WERE DERIVED FROM THE BEST
PLANNED SERVICE INTERRUPTION NECESSARY FOR THE COMPLETION OF THE WORK.
PRIOR WRITTEN AUTHORIZATION IS GRANTED FROM THE RESPECTIVE UTILITY FOR A
CONSTRUCTION. ALL UTILITIES ARE TO BE MAINTAINED IN SERVICE AT ALL TIMES UNLESS
UNDERGROUND PIPES, CABLES, OR CONDUITS ADJOINING OR CROSSING THE PROPOSED
SAID COMPANIES WILL ESTABLISH ON THE GROUND, THE LOCATIONS OF THEIR RESPECTIVE
CONSTRUCTION.
4. THE CONTRACTOR SHALL NOTIFY THE FOLLOWING PRIOR TO THE BEGINNING OF
PRIOR TO DIGGING.
PROTECTION SERVICES. INC. AT 1-800-382-5544 FOR FIELD LOCATION, AT LEAST TWO DAYS
LOCATE THEIR FACILITIES PRIOR TO ANY WORK. CONTACT INDIANA UNDERGROUND PLANT
BE THE CONTRACTORS’ RESPONSIBILITY TO CONTACT ALL UTILITY COMPANIES AND
ARE SHOWN MAY BE DIFFERENT FROM THE LOCATION AS SHOWN ON THE PLANS. IT SHALL
THOSE SHOWN MAY BE ENCOUNTERED, AND THAT THE ACTUAL LOCATION OF THOSE WHICH
RESPONSIBILITY IN THE EVENT THAT DURING CONSTRUCTION. UTILITIES OTHER THAN
HOWEVER, NEITHER THE GOVERNMENT, NOR THE ENGINEER. NOR THE OWNER ASSUME
AVAILABLE INFORMATION AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR.
GAS LINES, ETC., SHOWN ON THE PLANS HAVE BEEN DETERMINED FROM THE BEST
3. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES. SUCH AS WATER MAINS. SEWERS,
2. THE REFERENCE BENCHMARKS WERE OBTAINED FROM THE CITY OF EAST CHICAGO.
VERIFY ALL EXISTING DATA AND ELEVATIONS PRIOR TO THE START OF CONSTRUCTION.
FOUND AT THE SITE. AS PAINTED BY THE RESPECTIVE UTILITY. CONTRACTOR SHALL FIELD
1. THE EXISTING UTILITIES SHOWN ARE APPROXIMATE AND WERE LOCATED PER MARKINGS
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GENERAL NOTESGENERAL NOTES - UTILITIES
N .T .S
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C O
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IDENTIFICATION
SHEET
fiof Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S of Engineers
US Army Corps a u t o t im e
Chicago District
C H
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N o te s .d g n
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C h a rl e s L F ra n g o s
C L F
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G P
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N M
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N .T .S
Chicago
G-005
C -1
C -1
C -1
C -1
C -1
C -1
C -1
C -1
C -1
C -1
C -1
C -1
C -1
C -1
C -1
142nd
143rd
B a ri n g
N o rt h c o te
T o d
Johnson
/0
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*OPTIONAL WORK
N.T.S.
S O
L
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IT
A T
IO
N N
O
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IL
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A M
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D W
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D B
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P L
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C A
L E
P L
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A T
E
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
fiof Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S of Engineers
US Army Corps a u t o t im e
Chicago District
C H
IC
A G
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IS
T R
IC
T
C H
IC
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L
IN
O
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/1
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F
IL
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A T
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SHEET OF
D E
S C
R
IP
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IO
N M
A R
K T
R A
C K
IN
G N
O
A C
T
IO
N D
A T
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N M
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IN
G N
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N D
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F :3
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IT
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S it e a n d S h e e t L o c a ti o n M a p .d g n
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R O
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M
IN
G P
A R
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P S O
F E
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IN
E E
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A N
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D
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L
IN
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NN
C h a rl e s L F ra n g o s
C L F
C
IT
Y O
F E
A S
T C
H
IC
A G
O P
IP
E L
IN
IN
G P
R O J E
C T
S U
R V
E Y C
O N
T R
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142ND
143RD
144TH
145TH
148TH
149TH
140TH
NARVA
EMLYN
CHICAGO
PENRHYN
RIGA
B A
R
IN
G
T O
D
IN
D
IA
N A
P O
L
IS
TBM-D
TBM-C
TBM-B
TBM-A
WP-200
TBM-K
WP-201
TBM-L
TBM-E
WP-110
WP-120
TBM-F
WP-111
TBM-G
WP-112
TBM-H
WP-113
WP-117
TBM-I
WP-114
WP-115
WP-118
TBM-J
WP-3
WP-2
WP-1
TBM-136
TBM-132
N .T .S
G-006
/0
/0
CPT-400 TBM-L
CPT-401
TBM-M
CPT-402 TBM-N
CPT-403
TBM-O
TBM-P
CPT-404
N O
R T
H C
O T
E
N.T.S.
S O
L
IC
IT
A T
IO
N N
O
F
IL
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E
D W
N B
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D B
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D E
S
IG
N E
D B
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D
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4 5
A
B
D A
T E
F
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U M
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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
IDENTIFICATION
SHEET
fiof Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S of Engineers
US Army Corps a u t o t im e
Chicago District
C H
IC
A G
O D
IS
T R
IC
T
C H
IC
A G
O
IL
L
IN
O
IS
/1
/2
F
IL
E P
A T
H
SHEET OF
D E
S C
R
IP
T
IO
N M
A R
K T
R A
C K
IN
G N
O
A C
T
IO
N D
A T
E D
E S
C R
IP
T
IO
N M
A R
K T
R A
C K
IN
G N
O
A C
T
IO
N D
A T
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F :3
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W A
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E
S
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IT
E
IC
A G
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D
C o n tr o l P o in ts .d g n
W P -1
-B -0
R O
B E
R T J
D E
M
IN
G P
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A N
S I
D
C H
IC
A G
O
IL
L
IN
O
IS
NN
C h a rl e s L F ra n g o s
C L F
C
IT
Y O
F E
A S
T C
H
IC
A G
O P
IP
E L
IN
IN
G P
R O J E
C T
30 6030
41+00 42+00 43+00 44+00 45+00 46+00 47+00
40+00
(WORK LIMITS)
EXISTING RIGHT OF WAY
EX 15" VCP @ 0.077% EX 15" VCP @ 0.064% EX 15" VCP @ 0.250%
212.2 FT
CIPP COMBINED SEWER 15"
1.
A L L E
Y A
L L E
Y
T
H S
T R
E E
T T
H S
T R
E E
T
BARING AVE
A L L E
Y A
L L E
Y
STRUCTURES INFORMATION AND SERVICES
SEE SHEET C-601 FOR ADDITIONAL
NOTES:
219.9 FT
CIPP COMBINED SEWER 15"
’ 8
(WORK LIMITS)
EXISTING RIGHT OF WAY
RELIEF SEWER - 36"
STA. 42+72.60
INVERT ELEV. 575.72
RIM ELEV. 585.32
MANHOLE B-2 (3 FT DIA.)
STA. 44+90.87
INVERT ELEV. 575.86
RIM ELEV. 585.21
MANHOLE B-3 (3 FT DIA.)
C-101
/0
/0
M A
T C
H L I
A
(BLIND CONNECTION)
STA. 43+83.63
INVERT ELEV. 580.05
RIM ELEV. 585.05
MANHOLE (4 FT DIA.)
STA. 40+52.7
INVERT ELEV. 575.55
RIM ELEV. 585.15
MANHOLE B-1 (3 FT DIA.)
218.3 FT
CIPP COMBINED SEWER 15"
EXISTING GROUND AT CENTER LINE
M A
T C
H L I
A
S T
A
T
O S
T A
B A
R
IN
G A
V E
N U
E P
L A
N A
N D P
R O
F
IL
E
B E
G I
W
K
M I
A
(BLIND CONNECTION)
STA. 43+83.63
INVERT ELEV. 580.05
RIM ELEV. 585.05
MANHOLE (4 FT DIA.)
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
2 3
C
4 5
A
B
D A
T E
F
IL
E N
U M
B E
R
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
IDENTIFICATION
SHEET
fiof Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S of Engineers
US Army Corps a u t o t im e
Chicago District
C H
IC
A G
O D
IS
T R
IC
T
C H
IC
A G
O
IL
L
IN
O
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/1
/2
F
IL
E P
A T
H
SHEET OF
D E
S C
R
IP
T
IO
N M
A R
K T
R A
C K
IN
G N
O
A C
T
IO
N D
A T
E D
E S
C R
IP
T
IO
N M
A R
K T
R A
C K
IN
G N
O
A C
T
IO
N D
A T
E P :3
F :3
S
W A
C K
IV
E
S
U
IT
E
IC
A G
O
IL
R J
D
P la n P ro fi le B a ri n g .d g n
.5
W P -1
-B -0
R O
B E
R T J
D E
M
IN
G P .E
45+00
B-2B-1 B-3
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A N
S I
D
C H
IC
A G
O
IL
L
IN
O
IS
NN
C h a rl e s L F ra n g o s
C L F
C
IT
Y O
F E
A S
T C
H
IC
A G
O P
IP
E L
IN
IN
G P
R O J E
C T
30 6030
48+00 49+00 50+00 51+00 52+00 53+00 54+0047+00
S T
A
T
O S
T A
B A
R
IN
G A
V E
N U
E P
L A
N A
N D P
R O
F
IL
E
(WORK LIMITS)
EXISTING RIGHT OF WAY
(WORK LIMITS)
EXISTING RIGHT OF WAY
BARING AVE
R D S
T R
E E
T
T
H S
T R
E E
T
1.
STRUCTURES INFORMATION AND SERVICES
SEE SHEET C-601 FOR ADDITIONAL
NOTES:
EX 12" VCP @ 0.511% EX 12" VCP @ 0.010% EX 12" VCP @ 0.156%
193.9 FT
CIPP COMBINED SEWER 12"
195.8 FT
CIPP COMBINED SEWER 12"
191.9 FT
CIPP COMBINED SEWER 12"
217.5 FT
CIPP COMBINED SEWER 15"
T
H S
T R
E E
T
R D S
T R
E E
T
RELIEF SEWER - 48"
STA. 47+03.10
INVERT ELEV. 576.39
RIM ELEV. 584.84
MANHOLE B-4 (3 FT DIA.)
STA. 47+92.45
INVERT ELEV. 577.07
RIM ELEV. 585.12
MANHOLE B-5 (3 FT DIA.)
STA. 49+86.35
INVERT ELEV. 576.08
RIM ELEV. 584.88
MANHOLE B-6 (3 FT DIA.)
STA. 51+82.11
INVERT ELEV. 576.06
RIM ELEV. 584.66
MANHOLE B-7 (3 FT DIA.)
STA. 53+74.04
INVERT ELEV. 575.76
RIM ELEV. 584.16
MANHOLE B-8 (3 FT DIA.)
C-102
EX 15" VCP @ 0.446%
M A
T C
H L I
A
M A
T C
H L I
A
/0
/0
(BLIND CONNECTION)
STA. 50+44.31
INVERT ELEV. 579.97
RIM ELEV. 584.67
MANHOLE (4 FT DIA.)
EXISTING GROUND AT CENTER LINE
M A
T C
H L I
A
M A
T C
H L I
A
(BLIND CONNECTION)
STA. 50+44.31
INVERT ELEV. 579.97
RIM ELEV. 584.67
MANHOLE (4 FT DIA.)
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
2 3
C
4 5
A
B
D A
T E
F
IL
E N
U M
B E
R
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
IDENTIFICATION
SHEET
fiof Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S of Engineers
US Army Corps a u t o t im e
Chicago District
C H
IC
A G
O D
IS
T R
IC
T
C H
IC
A G
O
IL
L
IN
O
IS
/1
/2
F
IL
E P
A T
H
SHEET OF
D E
S C
R
IP
T
IO
N M
A R
K T
R A
C K
IN
G N
O
A C
T
IO
N D
A T
E D
E S
C R
IP
T
IO
N M
A R
K T
R A
C K
IN
G N
O
A C
T
IO
N D
A T
E P :3
F :3
S
W A
C K
IV
E
S
U
IT
E
IC
A G
O
IL
R J
D
P la n P ro fi le B a ri n g .d g n
.5
W P -1
-B -0
R O
B E
R T J
D E
M
IN
G P .E
50+00
B-4
B-5 B-6 B-7 B-8
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A N
S I
D
C H
IC
A G
O
IL
L
IN
O
IS
NN
C h a rl e s L F ra n g o s
C L F
C
IT
Y O
F E
A S
T C
H
IC
A G
O P
IP
E L
IN
IN
G P
R O J E
C T
30 6030
55+00 56+00 57+00 58+00 59+00 60+00 61+0054+00
S T
A
T
O S
T A
B A
R
IN
G A
V E
N U
E P
L A
N A
N D P
R O
F
IL
E
(WORK LIMITS)
EXISTING RIGHT OF WAY
(WORK LIMITS)
EXISTING RIGHT OF WAY
N D S
T R
E E
T
N D S
T R
E E
T
BARING AVE
1.
STRUCTURES INFORMATION AND SERVICES
SEE SHEET C-601 FOR ADDITIONAL
NOTES:
EX 15" VCP @ 0.446%EX 15" VCP @ 0.446%EX 15" VCP @ 0.446% EX 15" VCP @ -0.063%
EX 12" VCP @ 2.917%
EX 12" VCP @ 0.190%
4.8 FT
CIPP COMBINED SEWER 12"
225.8 FT
CIPP COMBINED SEWER 12"
210.5 FT
CIPP COMBINED SEWER 15"
221.9 FT
CIPP COMBINED SEWER 15"
217.5 FT
CIPP COMBINED SEWER 15"
RELIEF SEWER - 48"
STA. 58+13.51
INVERT ELEV. 576.59
RIM ELEV. 584.59
MANHOLE B-10 (3 FT DIA.)
STA. 60+24.03
INVERT ELEV. 576.67
RIM ELEV. 584.67
MANHOLE B-11 (3 FT DIA.)
STA. 60+28.83
INVERT ELEV. 576.81
RIM ELEV. 584.66
MANHOLE B-12 (5 FT DIA.)
C-103
STA. 55+91.57
INVERT ELEV. 576.73
RIM ELEV. 584.73
MANHOLE B-9 (3 FT DIA.)
EX 15" VCP @ 0.038%
STA. 60+33.98
INVERT ELEV. 580.25
RIM ELEV. 584.60
MANHOLE (4 FT DIA.)
M A
T C
H L I
A
M A
T C
H L I
A
/0
/0
(BLIND CONNECTION)
STA. 57+04.45
INVERT ELEV. 579.56
RIM ELEV. 584.56
MANHOLE (4 FT DIA.)
EXISTING GROUND AT CENTER LINE
M A
T C
H L I
A
M A
T C
H L I
A
(BLIND CONNECTION)
STA. 57+04.45
INVERT ELEV. 579.56
RIM ELEV. 584.56
MANHOLE (4 FT DIA.)
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
2 3
C
4 5
A
B
D A
T E
F
IL
E N
U M
B E
R
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
IDENTIFICATION
SHEET
fiof Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S of Engineers
US Army Corps a u t o t im e
Chicago District
C H
IC
A G
O D
IS
T R
IC
T
C H
IC
A G
O
IL
L
IN
O
IS
/1
/2
F
IL
E P
A T
H
SHEET OF
D E
S C
R
IP
T
IO
N M
A R
K T
R A
C K
IN
G N
O
A C
T
IO
N D
A T
E D
E S
C R
IP
T
IO
N M
A R
K T
R A
C K
IN
G N
O
A C
T
IO
N D
A T
E P :3
F :3
S
W A
C K
IV
E
S
U
IT
E
IC
A G
O
IL
R J
D
P la n P ro fi le B a ri n g .d g n
.5
W P -1
-B -0
R O
B E
R T J
D E
M
IN
G P .E
60+00 55+00
B-9 B-10
B-11
B-12
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A N
S I
D
C H
IC
A G
O
IL
L
IN
O
IS
NN
C h a rl e s L F ra n g o s
C L F
C
IT
Y O
F E
A S
T C
H
IC
A G
O P
IP
E L
IN
IN
G P
R O J E
C T
30 6030
62+00 63+00 64+00 65+00 66+00 67+00 68+0061+00
(WORK LIMITS)
EXISTING RIGHT OF WAY
(WORK LIMITS)
EXISTING RIGHT OF WAY
BARING AVE
1.
STRUCTURES INFORMATION AND SERVICES
SEE SHEET C-601 FOR ADDITIONAL
NOTES:
1.
NOTES:
C O
L O
M B
U S D
R
IV
E
EX 12" VCP @ 0.190% EX 12" VCP @ 0.178% EX 12" VCP @ 0.182%
169.9 FT
CIPP COMBINED SEWER 12"
219.0 FT
CIPP COMBINED SEWER 12"
225.8 FT
CIPP COMBINED SEWER 12"
RELIEF SEWER - 36"
STA. 62+54.63
INVERT ELEV. 577.24
RIM ELEV. 584.94
MANHOLE B-13 (3 FT DIA.)
STA. 64+73.67
INVERT ELEV. 577.63
RIM ELEV. 584.93
MANHOLE B-14 (3 FT DIA.)
C-104
STA. 66+43.6
INVERT ELEV. 577.94
RIM ELEV. 584.74
MANHOLE B-15 (3 FT DIA.) 2
/0
/0
M A
T C
H L I
A
(BLIND CONNECTION)
STA. 63+65.52
INVERT ELEV. 580.24
RIM ELEV. 584.74
MANHOLE (4 FT DIA.)
EXISTING GROUND AT CENTER LINE
M A
T C
H L I
A
S T
A
T
O S
T A
B A
R
IN
G A
V E
N U
E P
L A
N A
N D P
R O
F
IL
E
E
M I
A
(BLIND CONNECTION)
STA. 63+65.52
INVERT ELEV. 580.24
RIM ELEV. 584.74
MANHOLE (4 FT DIA.)
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
2 3
C
4 5
A
B
D A
T E
F
IL
E N
U M
B E
R
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
IDENTIFICATION
SHEET
fiof Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S of Engineers
US Army Corps a u t o t im e
Chicago District
C H
IC
A G
O D
IS
T R
IC
T
C H
IC
A G
O
IL
L
IN
O
IS
/1
/2
F
IL
E P
A T
H
SHEET OF
D E
S C
R
IP
T
IO
N M
A R
K T
R A
C K
IN
G N
O
A C
T
IO
N D
A T
E D
E S
C R
IP
T
IO
N M
A R
K T
R A
C K
IN
G N
O
A C
T
IO
N D
A T
E P :3
F :3
S
W A
C K
IV
E
S
U
IT
E
IC
A G
O
IL
R J
D
P la n P ro fi le B a ri n g .d g n
.5
W P -1
-B -0
R O
B E
R T J
D E
M
IN
G P .E
65+00
B-13 B-14 B-15
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A N
S I
D
C H
IC
A G
O
IL
L
IN
O
IS
NN
C h a rl e s L F ra n g o s
C L F
C
IT
Y O
F E
A S
T C
H
IC
A G
O P
IP
E L
IN
IN
G P
R O J E
C T
30 6030
11+00 12+00 13+00 14+00 15+00 16+00 17+00
10+00
(WORK LIMITS)
EXISTING RIGHT OF WAY
(WORK LIMITS)
EXISTING RIGHT OF WAY
T
H S
T R
E E
T T
H S
T R
E E
T
TOD AVE
EX 12" VCP @ 0.150%
EX 15" VCP @ 0.744%
1.
STRUCTURES INFORMATION AND SERVICES
SEE SHEET C-601 FOR ADDITIONAL
NOTES:
STA. 14+92.92
INVERT ELEV. 575.38
RIM ELEV. 585.18
MANHOLE T-2 (4 FT DIA.)
C-105
STA. 15+00.47
INVERT ELEV. 575.59
RIM ELEV. 585.19
MANHOLE T-3 (4 FT DIA.)
EX 15" VCP @ 2.781%
EX 15" VCP @ -0.065%
STA. 11+93.64
INVERT ELEV. 575.83
RIM ELEV. 585.13
MANHOLE T-1 (3 FT DIA.)
(BLIND CONNECTION)
STA. 12+70.39
INVERT ELEV. 579.33
RIM ELEV. 585.38
MANHOLE (3 FT DIA.)
/0
/0
M A
T C
H L I
A
STA. 16+69.72
INVERT ELEV. 576.85
RIM ELEV. 585.30
MANHOLE T-4 (3 FT DIA.)
299.3 FT
CIPP COMBINED SEWER 12"
7.5 FT
CIPP COMBINED SEWER 15"
169.3 FT
CIPP COMBINED SEWER 15"
168.1 FT (CONTINUED)
CIPP COMBINED SEWER 15"
EXISTING GROUND AT CENTER LINE
M A
T C
H L I
A
S T
A
T
O S
T A
T O
D A
V E
N U
E P
L A
N A
N D P
R O
F
IL
E
B E
G
M I
A
(BLIND CONNECTION)
STA. 12+70.39
INVERT ELEV. 579.33
RIM ELEV. 585.38
MANHOLE (3 FT DIA.)
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
2 3
C
4 5
A
B
D A
T E
F
IL
E N
U M
B E
R
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
IDENTIFICATION
SHEET
fiof Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S of Engineers
US Army Corps a u t o t im e
Chicago District
C H
IC
A G
O D
IS
T R
IC
T
C H
IC
A G
O
IL
L
IN
O
IS
/1
/2
F
IL
E P
A T
H
SHEET OF
D E
S C
R
IP
T
IO
N M
A R
K T
R A
C K
IN
G N
O
A C
T
IO
N D
A T
E D
E S
C R
IP
T
IO
N M
A R
K T
R A
C K
IN
G N
O
A C
T
IO
N D
A T
E P :3
F :3
S
W A
C K
IV
E
S
U
IT
E
IC
A G
O
IL
R J
D
P la n P ro fi le T o d .d g n
.5
W P -1
-B -0
R O
B E
R T J
D E
M
IN
G P .E
15+00
T-1
T-2 T-3
T-4
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A N
S I
D
C H
IC
A G
O
IL
L
IN
O
IS
NN
C h a rl e s L F ra n g o s
C L F
C
IT
Y O
F E
A S
T C
H
IC
A G
O P
IP
E L
IN
IN
G P
R O J E
C T
30 6030
18+00 19+00 20+00 21+00 22+00 23+00 24+00
S T
A
T
O S
T A
T O
D A
V E
N U
E P
L A
N A
N D P
R O
F
IL
E
17+00
(WORK LIMITS)
EXISTING RIGHT OF WAY
(WORK LIMITS)
EXISTING RIGHT OF WAY
1.
STRUCTURES INFORMATION AND SERVICES
SEE SHEET C-601 FOR ADDITIONAL
NOTES:
R
IG
A P
L A
C E
TOD AVE
T
H S
T R
E E
T T
H S
T R
E E
T
EX 15" VCP @ -0.065% EX 15" VCP @ -0.269% EX 15" VCP @ 0.279% EX 12" VCP @ 0.100% EX 12" VCP @ 0.339%
STA. 18+37.84
INVERT ELEV. 576.74
RIM ELEV. 584.89
MANHOLE T-5 (3 FT DIA.)
STA. 19+82.90
INVERT ELEV. 576.35
RIM ELEV. 585.25
MANHOLE T-6 (3 FT DIA.)
STA. 21+40.83
INVERT ELEV. 576.79
RIM ELEV. 585.04
MANHOLE T-7 (4 FT DIA.)
STA. 23+20.40
INVERT ELEV. 576.97
RIM ELEV. 585.37
MANHOLE T-8 (3 FT DIA.)
C-106
STA. 18+49.01
INVERT ELEV. 579.41
RIM ELEV. 585.11
MANHOLE (4 FT DIA.)
STA. 21+53.79
INVERT ELEV. 580.59
RIM ELEV. 585.19
MANHOLE (3 FT DIA.)
M A
T C
H L I
A
M A
T C
H L I
A
/0
/0
150.3 FT (CONTINUED)
CIPP COMBINED SEWER 12"
179.6 FT
CIPP COMBINED SEWER 12"
157.9 FT
CIPP COMBINED SEWER 15"
145.1 FT
CIPP COMBINED SEWER 15"
168.1 FT (CONTINUED)
CIPP COMBINED SEWER 15"
EXISTING GROUND AT CENTER LINE
M A
T C
H L I
A
M A
T C
H L I
A
STA. 18+49.01
INVERT ELEV. 579.41
RIM ELEV. 585.11
MANHOLE (4 FT DIA.)
STA. 21+53.79
INVERT ELEV. 580.59
RIM ELEV. 585.19
MANHOLE (3 FT DIA.)
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
2 3
C
4 5
A
B
D A
T E
F
IL
E N
U M
B E
R
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
IDENTIFICATION
SHEET
fiof Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S of Engineers
US Army Corps a u t o t im e
Chicago District
C H
IC
A G
O D
IS
T R
IC
T
C H
IC
A G
O
IL
L
IN
O
IS
/1
/2
F
IL
E P
A T
H
SHEET OF
D E
S C
R
IP
T
IO
N M
A R
K T
R A
C K
IN
G N
O
A C
T
IO
N D
A T
E D
E S
C R
IP
T
IO
N M
A R
K T
R A
C K
IN
G N
O
A C
T
IO
N D
A T
E P :3
F :3
S
W A
C K
IV
E
S
U
IT
E
IC
A G
O
IL
R J
D
P la n P ro fi le T o d .d g n
.5
W P -1
-B -0
R O
B E
R T J
D E
M
IN
G P .E
20+00 T-5
T-6
T-7
T-8
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A N
S I
D
C H
IC
A G
O
IL
L
IN
O
IS
NN
C h a rl e s L F ra n g o s
C L F
C
IT
Y O
F E
A S
T C
H
IC
A G
O P
IP
E L
IN
IN
G P
R O J E
C T
30 6030
25+00 26+00 27+00 28+00 29+00 30+00 31+00
S T
A
T
O S
T A
T O
D A
V E
N U
E P
L A
N A
N D P
R O
F
IL
E
24+00
(WORK LIMITS)
EXISTING RIGHT OF WAY
(WORK LIMITS)
EXISTING RIGHT OF WAY
R D S
T R
E E
T
R D S
T R
E E
T
E M
L Y
N P
L A
C E
EX 12" VCP @ 0.339% EX 12" VCP @ 0.268%
EX 21" VCP @ 0.115% EX 21" VCP @ 0.115%
145.2 FT (CONTINUED)
CIPP COMBINED SEWER 21"
150.3 FT
CIPP COMBINED SEWER 12"
11.8 FT
CIPP COMBINED SEWER 12"
239.2 FT
CIPP COMBINED SEWER 12"
173.6 FT
CIPP COMBINED SEWER 21"
1.
STRUCTURES INFORMATION AND SERVICES
SEE SHEET C-601 FOR ADDITIONAL
NOTES:
STA. 24+70.65
INVERT ELEV. 577.48
RIM ELEV. 585.38
MANHOLE T-9 (3 FT DIA.)
STA. 27+21.73
INVERT ELEV. 578.15
RIM ELEV. 585.85
MANHOLE T-11 (3 FT DIA.)
STA. 28+13.82
INVERT ELEV. 576.68
RIM ELEV. 585.68
MANHOLE T-12 (3 FT DIA.)
STA. 29+87.46
INVERT ELEV. 576.88
RIM ELEV. 585.80
MANHOLE T-13 (3 FT DIA.)
C-107
EX 12" VCP @ 0.253%
INVERT ELEV. IN FIELD
CONTRACTOR TO VERIFY
INVERT ELEV. IN FIELD
CONTRACTOR TO VERIFYM
A
T C
H L I
A
M A
T C
H L I
A
/0
/0
STA. 24+82.50
INVERT ELEV. 577.51
RIM ELEV. 585.47
MANHOLE T-10 (3 FT DIA.)
EXISTING GROUND AT CENTER LINE
M A
T C
H L I
A
M A
T C
H L I
A
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
2 3
C
4 5
A
B
D A
T E
F
IL
E N
U M
B E
R
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
IDENTIFICATION
SHEET
fiof Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S of Engineers
US Army Corps a u t o t im e
Chicago District
C H
IC
A G
O D
IS
T R
IC
T
C H
IC
A G
O
IL
L
IN
O
IS
/1
/2
F
IL
E P
A T
H
SHEET OF
D E
S C
R
IP
T
IO
N M
A R
K T
R A
C K
IN
G N
O
A C
T
IO
N D
A T
E D
E S
C R
IP
T
IO
N M
A R
K T
R A
C K
IN
G N
O
A C
T
IO
N D
A T
E P :3
F :3
S
W A
C K
IV
E
S
U
IT
E
IC
A G
O
IL
R J
D
P la n P ro fi le T o d .d g n
.5
W P -1
-B -0
R O
B E
R T J
D E
M
IN
G P .E
25+00 30+00
T-9 T-10 T-11
T-12
T-13
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A N
S I
D
C H
IC
A G
O
IL
L
IN
O
IS
NN
C h a rl e s L F ra n g o s
C L F
C
IT
Y O
F E
A S
T C
H
IC
A G
O P
IP
E L
IN
IN
G P
R O J E
C T
30 6030
32+00 33+00 34+00 35+00 36+00 37+00 38+00
S T
A
T
O S
T A
T O
D A
V E
N U
E P
L A
N A
N D P
R O
F
IL
E
31+00
(WORK LIMITS)
EXISTING RIGHT OF WAY
(WORK LIMITS)
EXISTING RIGHT OF WAY
EX 21" VCP @ -0.133% EX 21" VCP @ 0.023% EX 21" VCP @ -0.085%
1.
STRUCTURES INFORMATION AND SERVICES
SEE SHEET C-601 FOR ADDITIONAL
NOTES:
TOD AVENUE
N A
R V
A P
L A
C E
N D S
T R
E E
T
P E
N H
R Y
N P
L A
C E
N D S
T R
E E
T
STA. 37+93.54
INVERT ELEV. 576.93
RIM ELEV. 584.33
MANHOLE T-18 (3 FT DIA.)
C-108
EX 21" VCP @ 0.115%
STA. 31+43.69
INVERT ELEV. 576.68
RIM ELEV. 585.44
MANHOLE (3 FT DIA.)
STA. 31+32.65
INVERT ELEV. 577.05
RIM ELEV. 585.39
MANHOLE T-14 (3 FT DIA.)
STA. 34+75.88
INVERT ELEV. 580.75
RIM ELEV. 584.85
MANHOLE (3 FT DIA.)
M A
T C
H L I
A
M A
T C
H L I
A
/0
/0
STA. 36+41.21
INVERT ELEV. 577.06
RIM ELEV. 584.96
MANHOLE T-17 (3 FT DIA.)
STA. 34+65.19
INVERT ELEV. 577.02
RIM ELEV. 584.87
MANHOLE T-16 (4 FT DIA.)
STA. 33+02.68
INVERT ELEV. 577.24
RIM ELEV. 585.24
MANHOLE T-15 (3 FT DIA.)
145.2 FT
CIPP COMBINED SEWER 21"
170.0 FT
CIPP COMBINED SEWER 21"
162.5 FT
CIPP COMBINED SEWER 21"
176.0 FT
CIPP COMBINED SEWER 21"
152.3 FT
CIPP COMBINED SEWER 21"
EXISTING GROUND AT CENTER LINE
EX 21" VCP @ 0.115%
M A
T C
H L I
A
M A
T C
H L I
A
STA. 31+43.69
INVERT ELEV. 576.68
RIM ELEV. 585.44
MANHOLE (3 FT DIA.)
STA. 34+75.88
INVERT ELEV. 580.75
RIM ELEV. 584.85
MANHOLE (3 FT DIA.)
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
2 3
C
4 5
A
B
D A
T E
F
IL
E N
U M
B E
R
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
IDENTIFICATION
SHEET
fiof Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S of Engineers
US Army Corps a u t o t im e
Chicago District
C H
IC
A G
O D
IS
T R
IC
T
C H
IC
A G
O
IL
L
IN
O
IS
/1
/2
F
IL
E P
A T
H
SHEET OF
D E
S C
R
IP
T
IO
N M
A R
K T
R A
C K
IN
G N
O
A C
T
IO
N D
A T
E D
E S
C R
IP
T
IO
N M
A R
K T
R A
C K
IN
G N
O
A C
T
IO
N D
A T
E P :3
F :3
S
W A
C K
IV
E
S
U
IT
E
IC
A G
O
IL
R J
D
P la n P ro fi le T o d .d g n
.5
W P -1
-B -0
R O
B E
R T J
D E
M
IN
G P .E
35+00 T-14
T-15
T-16
T-17 T-18
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A N
S I
D
C H
IC
A G
O
IL
L
IN
O
IS
NN
C h a rl e s L F ra n g o s
C L F
C
IT
Y O
F E
A S
T C
H
IC
A G
O P
IP
E L
IN
IN
G P
R O J E
C T
30 6030
39+00 40+00 41+00 42+00 43+00 44+00 45+00
S T
A
T
O S
T A
T O
D A
V E
N U
E P
L A
N A
N D P
R O
F
IL
E
38+00
(WORK LIMITS)
EXISTING RIGHT OF WAY
(WORK LIMITS)
EXISTING RIGHT OF WAY
EX 21" VCP @ 0.391% EX 21" VCP @ -0.344% EX 12" VCP @ 0.511%
EX 12" VCP @ 0.256%
1.
STRUCTURES INFORMATION AND SERVICES
SEE SHEET C-601 FOR ADDITIONAL
NOTES:
TOD AVENUE
P E
N H
R Y
N P
L A
C E
C O
L O
M B
U S D
R
IV
E C
O L
O M
B U
S D
R
IV
E
C-109
STA. 39+64.71
INVERT ELEV. 577.60
RIM ELEV. 584.90
MANHOLE T-19 (3 FT DIA.)
STA. 41+21.88
INVERT ELEV. 577.14
RIM ELEV. 584.94
MANHOLE T-20 (3 FT DIA.)
STA. 42+92.06
INVERT ELEV. 578.01
RIM ELEV. 584.76
MANHOLE T-21 (3 FT DIA.) STA. 44+52.37
INVERT ELEV. 578.42
RIM ELEV. 585.07
MANHOLE T-22 (3 FT DIA.)
EX 12" VCP @ 0.251%
STA. 38+05.82
INVERT ELEV. 580.89
RIM ELEV. 584.49
MANHOLE (3 FT DIA.)
M A
T C
H L I
A
M A
T C
H L I
A
/0
/0
EXISTING GROUND AT CENTER LINE
M A
T C
H L I
A
M A
T C
H L I
A
171.17 FT
CIPP COMBINED SEWER 21"
157.2 FT
CIPP COMBINED SEWER 21"
170.2 FT
CIPP COMBINED SEWER 12"
160.3 FT
CIPP COMBINED SEWER 12"
143.2 FT (CONTINUED)
CIPP COMBINED SEWER 12"
STA. 38+05.82
INVERT ELEV. 580.89
RIM ELEV. 584.49
MANHOLE (3 FT DIA.)
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
2 3
C
4 5
A
B
D A
T E
F
IL
E N
U M
B E
R
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
IDENTIFICATION
SHEET
fiof Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S of Engineers
US Army Corps a u t o t im e
Chicago District
C H
IC
A G
O D
IS
T R
IC
T
C H
IC
A G
O
IL
L
IN
O
IS
/1
/2
F
IL
E P
A T
H
SHEET OF
D E
S C
R
IP
T
IO
N M
A R
K T
R A
C K
IN
G N
O
A C
T
IO
N D
A T
E D
E S
C R
IP
T
IO
N M
A R
K T
R A
C K
IN
G N
O
A C
T
IO
N D
A T
E P :3
F :3
S
W A
C K
IV
E
S
U
IT
E
IC
A G
O
IL
R J
D
P la n P ro fi le T o d .d g n
.5
W P -1
-B -0
R O
B E
R T J
D E
M
IN
G P .E
40+00 45+00
T-19 T-20
T-21 T-22
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A N
S I
D
C H
IC
A G
O
IL
L
IN
O
IS
NN
C h a rl e s L F ra n g o s
C L F
C
IT
Y O
F E
A S
T C
H
IC
A G
O P
IP
E L
IN
IN
G P
R O J E
C T
30 6030
46+00
45+00
(WORK LIMITS)
EXISTING RIGHT OF WAY
(WORK LIMITS)
EXISTING RIGHT OF WAY
EX 12" VCP @ 0.251%
1.
STRUCTURES INFORMATION AND SERVICES
SEE SHEET C-601 FOR ADDITIONAL
NOTES:
T
H S
T R
E E
T
TOD AVENUE
C-110
M A
T C
H L I
A
/0
/0
STA. 45+95.5
INVERT ELEV. 578.78
RIM ELEV. 584.78
MANHOLE T-23 (3 FT DIA.)
EXISTING GROUND AT CENTER LINE
M A
T C
H L I
A
143.2 FT (CONTINUED)
CIPP COMBINED SEWER 12"
S T
A
T
O S
T A
T O
D A
V E
N U
E P
L A
N A
N D P
R O
F
IL
E
E
M I
A
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
2 3
C
4 5
A
B
D A
T E
F
IL
E N
U M
B E
R
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
IDENTIFICATION
SHEET
fiof Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S of Engineers
US Army Corps a u t o t im e
Chicago District
C H
IC
A G
O D
IS
T R
IC
T
C H
IC
A G
O
IL
L
IN
O
IS
/1
/2
F
IL
E P
A T
H
SHEET OF
D E
S C
R
IP
T
IO
N M
A R
K T
R A
C K
IN
G N
O
A C
T
IO
N D
A T
E D
E S
C R
IP
T
IO
N M
A R
K T
R A
C K
IN
G N
O
A C
T
IO
N D
A T
E P :3
F :3
S
W A
C K
IV
E
S
U
IT
E
IC
A G
O
IL
R J
D
P la n P ro fi le T o d .d g n
.5
W P -1
-B -0
R O
B E
R T J
D E
M
IN
G P .E
45+00 T-23
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A N
S I
D
C H
IC
A G
O
IL
L
IN
O
IS
NN
C h a rl e s L F ra n g o s
C L F
C
IT
Y O
F E
A S
T C
H
IC
A G
O P
IP
E L
IN
IN
G P
R O J E
C T
30 6030
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00
(WORK LIMITS)
EXISTING RIGHT OF WAY
(WORK LIMITS)
EXISTING RIGHT OF WAY
1.
STRUCTURES INFORMATION AND SERVICES
SEE SHEET C-601 FOR ADDITIONAL
NOTES:
T
H S
T R
E E
T
C H
IC
A G
O A
V E
A L L E
Y
C H
IC
A G
O A
V E
A L L E
Y
T
H S
T R
E E
T
INDIANAPOLIS BLVD
EX 12" VCP @ 0.221% EX 12" VCP @ 0.219% EX 12" VCP @ 0.220%
13.1 FT
CIPP COMBINED SEWER 12"
222.1 FT
CIPP COMBINED SEWER 12"
100.4 FT
CIPP COMBINED SEWER 12"
132.1 FT
CIPP COMBINED SEWER 12"
STA. 0+44.2
INVERT ELEV. 575.64
RIM ELEV. 585.74
MANHOLE I-1 (3 FT DIA.)
STA. 0+57.33
INVERT ELEV. 575.67
RIM ELEV. 585.77
MANHOLE I-2 (3 FT DIA.)
STA. 2+79.46
INVERT ELEV. 576.16
RIM ELEV. 585.83
MANHOLE I-3 (3 FT DIA.)
STA. 3+79.90
INVERT ELEV. 576.38
RIM ELEV. 586.43
MANHOLE I-4 (3 FT DIA.)
STA. 5+12.0
INVERT ELEV. 576.67
RIM ELEV. 586.91
MANHOLE I-5 (3 FT DIA.)
C-111
@ 0.228%
EX 12" VCP
/0
/0
EXISTING GROUND AT CENTER LINE
S T
A
T
O S
T A
IN
D
IA
N A
P O
L
IS
B
O U
L E
V A
R D
P L
A N A
N D P
R O
F
IL
E
B E
G
M I
A
E
M I
A
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
2 3
C
4 5
A
B
D A
T E
F
IL
E N
U M
B E
R
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
IDENTIFICATION
SHEET
fiof Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S of Engineers
US Army Corps a u t o t im e
Chicago District
C H
IC
A G
O D
IS
T R
IC
T
C H
IC
A G
O
IL
L
IN
O
IS
/1
/2
F
IL
E P
A T
H
SHEET OF
D E
S C
R
IP
T
IO
N M
A R
K T
R A
C K
IN
G N
O
A C
T
IO
N D
A T
E D
E S
C R
IP
T
IO
N M
A R
K T
R A
C K
IN
G N
O
A C
T
IO
N D
A T
E P :3
F :3
S
W A
C K
IV
E
S
U
IT
E
IC
A G
O
IL
R J
D
P la n P ro fi le I n d ia n a p o li s .d g n
.5
W P -1
-B -0
R O
B E
R T J
D E
M
IN
G P .E
I-1 I-2 I-3 I-4
I-5
5+00
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A N
S I
D
C H
IC
A G
O
IL
L
IN
O
IS
NN
C h a rl e s L F ra n g o s
C L F
C
IT
Y O
F E
A S
T C
H
IC
A G
O P
IP
E L
IN
IN
G P
R O J E
C T
30 6030
41+00 42+00 43+00 44+00 45+00 46+00 47+00
40+00
(WORK LIMITS)
EXISTING RIGHT OF WAY
EX 12" VCP @ 0.134% EX 12" VCP @ 0.430% EX 12" VCP @ 0.307%
1.
A L L E
Y A
L L E
Y
T
H S
T R
E E
T T
H S
T R
E E
T
A L L E
Y
STRUCTURES INFORMATION AND SERVICES
SEE SHEET C-602 FOR ADDITIONAL
NOTES:
291.2 FT
CIPP COMBINED SEWER 12"
141.9 FT
CIPP COMBINED SEWER 12"
’ 8
(WORK LIMITS)
EXISTING RIGHT OF WAY
NORTHCOTE AVE
T
H
S
T R
E E
T T
H
S
T R
E E
C-112
STA. 44+51.23
INVERT ELEV. 576.60
RIM ELEV. 585.00
MANHOLE N-3 (4 FT DIA.)
STA. 45+90.77
INVERT ELEV. 577.20
RIM ELEV. 585.00
MANHOLE N-4 (3 FT DIA.)
INVERT ELEV. IN FIELD
CONTRACTOR TO VERIFY
87.9 FT
CIPP COMBINED SEWER 12"
139.5 FT
CIPP COMBINED SEWER 12"
EX 12" VCP @ 0.258%
STA. 43+09.29
INVERT ELEV. 576.41
RIM ELEV. 584.71
MANHOLE N-2 (2.5 FT DIA.)
O P
T
IO
N A
L
M A
T C
H L I
A
STA. 46+78.67
INVERT ELEV. 577.47
RIM ELEV. 584.868
MANHOLE N-5 (4 FT DIA.)
/0
/0
STA. 40+18.09
INVERT ELEV. 575.66
RIM ELEV. 584.66
MANHOLE N-1 (3 FT DIA.)
(BLIND CONNECTION)
STA. 43+50.98
INVERT ELEV. 579.45
RIM ELEV. 584.55
MANHOLE (3 FT DIA.)
EXISTING GROUND AT CENTER LINE
M A
T C
H L I
A
S T
A
T
O S
T A
N O
R T
H C
O T
E A
V E
N U
E P
L A
N A
N D P
R O
F
IL
E
B E
G
M I
A
(BLIND CONNECTION)
STA. 43+50.98
INVERT ELEV. 579.45
RIM ELEV. 584.55
MANHOLE (3 FT DIA.)
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
2 3
C
4 5
A
B
D A
T E
F
IL
E N
U M
B E
R
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
IDENTIFICATION
SHEET
fiof Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S of Engineers
US Army Corps a u t o t im e
Chicago District
C H
IC
A G
O D
IS
T R
IC
T
C H
IC
A G
O
IL
L
IN
O
IS
/1
/2
F
IL
E P
A T
H
SHEET OF
D E
S C
R
IP
T
IO
N M
A R
K T
R A
C K
IN
G N
O
A C
T
IO
N D
A T
E D
E S
C R
IP
T
IO
N M
A R
K T
R A
C K
IN
G N
O
A C
T
IO
N D
A T
E P :3
F :3
S
W A
C K
IV
E
S
U
IT
E
IC
A G
O
IL
R J
D
P la n P ro fi le N o rt h c o te
.d g n
.5
W P -1
-B -0
R O
B E
R T J
D E
M
IN
G P .E
45+00 40+00
N-1
N-2 N-3 N-4
N-5
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A N
S I
D
C H
IC
A G
O
IL
L
IN
O
IS
NN
C h a rl e s L F ra n g o s
C L F
C
IT
Y O
F E
A S
T C
H
IC
A G
O P
IP
E L
IN
IN
G P
R O J E
C T
30 6030
48+00 49+00 50+00 51+00 52+00 53+00 54+0047+00
(WORK LIMITS)
EXISTING RIGHT OF WAY
(WORK LIMITS)
EXISTING RIGHT OF WAY
NORTHCOTE AVE
1.
STRUCTURES INFORMATION AND SERVICES
SEE SHEET C-602 FOR ADDITIONAL
NOTES:
EX 12" VCP @ 0.189% EX 12" VCP @ 0.189%
241.4 FT
CIPP COMBINED SEWER 12"
229.2 FT
CIPP COMBINED SEWER 12"
219.6 FT
CIPP COMBINED SEWER 15"
R D S
T R
E E
T
S T
A
T
O S
T A
N O
R T
H C
O T
E A
V E
N U
E P
L A
N A
N D P
R O
F
IL
E
A L L E
Y A
L L E
Y
R D S
T R
E E
C-113
STA. 53+38.75
INVERT ELEV. 575.94
RIM ELEV. 584.54
MANHOLE N-8 (4 FT DIA.)
EX 15" VCP @ 0.164%
INVERT ELEV. IN FIELD
CONTRACTOR TO VERIFY
O P
T
IO
N A
L
M A
T C
H L I
A
M A
T C
H L I
A
/0
/0
STA. 48+68.16
INVERT ELEV. 576.83
RIM ELEV. 584.83
MANHOLE N-6 (3 FT DIA.)
STA. 51+09.57
INVERT ELEV. 576.37
RIM ELEV. 584.86
MANHOLE N-7 (3 FT DIA.)
(BLIND CONNECTION)
STA. 50+13.27
INVERT ELEV. 579.78
RIM ELEV. 584.78
MANHOLE (3 FT DIA.)
EXISTING GROUND AT CENTER LINE
M A
T C
H L I
A
M A
T C
H L I
A
(BLIND CONNECTION)
STA. 50+13.27
INVERT ELEV. 579.78
RIM ELEV. 584.78
MANHOLE (3 FT DIA.)
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
2 3
C
4 5
A
B
D A
T E
F
IL
E N
U M
B E
R
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
IDENTIFICATION
SHEET
fiof Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S of Engineers
US Army Corps a u t o t im e
Chicago District
C H
IC
A G
O D
IS
T R
IC
T
C H
IC
A G
O
IL
L
IN
O
IS
/1
/2
F
IL
E P
A T
H
SHEET OF
D E
S C
R
IP
T
IO
N M
A R
K T
R A
C K
IN
G N
O
A C
T
IO
N D
A T
E D
E S
C R
IP
T
IO
N M
A R
K T
R A
C K
IN
G N
O
A C
T
IO
N D
A T
E P :3
F :3
S
W A
C K
IV
E
S
U
IT
E
IC
A G
O
IL
R J
D
P la n P ro fi le N o rt h c o te
.d g n
.5
W P -1
-B -0
R O
B E
R T J
D E
M
IN
G P .E
50+00
N-6 N-7
N-8
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A N
S I
D
C H
IC
A G
O
IL
L
IN
O
IS
NN
C h a rl e s L F ra n g o s
C L F
C
IT
Y O
F E
A S
T C
H
IC
A G
O P
IP
E L
IN
IN
G P
R O J E
C T
30 6030
55+00 56+00 57+00 58+00 59+00 60+00 61+0054+00
(WORK LIMITS)
EXISTING RIGHT OF WAY
(WORK LIMITS)
EXISTING RIGHT OF WAY
N D S
T R
E E
T
N D S
T R
E E
T
NORTHCOTE AVE
1.
STRUCTURES INFORMATION AND SERVICES
SEE SHEET C-602 FOR ADDITIONAL
NOTES:
EX 15" VCP @ 0.164%
EX 15" VCP @ 0.446%EX 15" VCP @ 0.446%
EX 15" VCP @ 0.048%EX 15" VCP @ 0.172%
EX 12" VCP @ 0.243%
219.6 FT
CIPP COMBINED SEWER 15"
221.4 FT
CIPP COMBINED SEWER 15"
S T
A
T
O S
T A
N O
R T
H C
O T
E P
L A
N A
N D P
R O
F
IL
E
A L L E
Y
C-114
4.8 FT
CIPP COMBINED SEWER 15"
209.4 FT
CIPP COMBINED SEWER 15"
226.6 FT
CIPP COMBINED SEWER 12"
O P
T
IO
N A
L
(BLIND CONNECTION)
STA. 56+69.63
INVERT ELEV. 579.57
RIM ELEV. 584.57
MANHOLE (3 FT DIA.)
M A
T C
H L I
A
M A
T C
H L I
A
/0
/0
STA. 55+58.30
INVERT ELEV. 576.30
RIM ELEV. 584.80
MANHOLE N-9 (3 FT)
STA. 57+79.68
INVERT ELEV. 576.68
RIM ELEV. 584.78
MANHOLE N-10 (3 FT DIA.)
STA. 59+89.08
INVERT ELEV. 576.78
RIM ELEV. 584.43
MANHOLE N-11 (3 FT DIA.)
STA. 59+93.90
INVERT ELEV. 576.93
RIM ELEV. 584.53
MANHOLE N-12 (3 FT DIA.)
EX 15" VCP @ 3.112%
EXISTING GROUND AT CENTER LINE
M A
T C
H L I
A
M A
T C
H L I
A
(BLIND CONNECTION)
STA. 56+69.63
INVERT ELEV. 579.57
RIM ELEV. 584.57
MANHOLE (3 FT DIA.)
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
2 3
C
4 5
A
B
D A
T E
F
IL
E N
U M
B E
R
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
IDENTIFICATION
SHEET
fiof Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S of Engineers
US Army Corps a u t o t im e
Chicago District
C H
IC
A G
O D
IS
T R
IC
T
C H
IC
A G
O
IL
L
IN
O
IS
/1
/2
F
IL
E P
A T
H
SHEET OF
D E
S C
R
IP
T
IO
N M
A R
K T
R A
C K
IN
G N
O
A C
T
IO
N D
A T
E D
E S
C R
IP
T
IO
N M
A R
K T
R A
C K
IN
G N
O
A C
T
IO
N D
A T
E P :3
F :3
S
W A
C K
IV
E
S
U
IT
E
IC
A G
O
IL
R J
D
P la n P ro fi le N o rt h c o te
.d g n
.5
W P -1
-B -0
R O
B E
R T J
D E
M
IN
G P .E
60+00 55+00
N-9
N-11
N-12N-10
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A N
S I
D
C H
IC
A G
O
IL
L
IN
O
IS
NN
C h a rl e s L F ra n g o s
C L F
30 6030
62+00 63+00 64+00 65+00 66+00 67+00 68+0061+00
(WORK LIMITS)
EXISTING RIGHT OF WAY
(WORK LIMITS)
EXISTING RIGHT OF WAY
NORTHCOTE AVE
1.
NOTES:
1.
STRUCTURES INFORMATION AND SERVICES
SEE SHEET C-602 FOR ADDITIONAL
NOTES:
EX 12" VCP @ 0.243% EX 12" VCP @ 0.127%
169.7 FT
CIPP COMBINED SEWER 12"
226.6 FT
CIPP COMBINED SEWER 12"
220.1 FT
CIPP COMBINED SEWER 12"
C-115
EX 12" VCP @ 0.289%
C
IT
Y O
F E
A S
T C
H
IC
A G
O P
IP
E L
IN
IN
G P
R O J E
C T
O P
T
IO
N A
L
(BLIND CONNECTION)
STA. 63+30.25
INVERT ELEV. 579.12
RIM ELEV. 584.32
MANHOLE (3 FT DIA.)
M A
T C
H L I
A
/0
/0
STA. 62+20.50
INVERT ELEV. 577.48
RIM ELEV. 584.38
MANHOLE N-13 (3 FT DIA.)
STA. 64+40.60
INVERT ELEV. 577.76
RIM ELEV. 584.67
MANHOLE N-14 (3 FT DIA.)
STA. 66+10.32
INVERT ELEV. 578.25
RIM ELEV. 584.45
MANHOLE N-15 (3 FT DIA.)
EXISTING GROUND AT CENTER LINE
M A
T C
H L I
A
S T
A
T
O S
T A
N O
R T
H C
O T
E A
V E
N U
E P
L A
N A
N D P
R O
F
IL
E
E
M I
A
(BLIND CONNECTION)
STA. 63+30.25
INVERT ELEV. 579.12
RIM ELEV. 584.32
MANHOLE (3 FT DIA.)
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
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US Army Corps
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IDENTIFICATION
SHEET
fiof Engineers
US Army Corps
U .S
A R
M Y C
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P S O
F E
N G
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US Army Corps a u t o t im e
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| 01 Cover |
| 02 Index |
| 03 Legends |
| 04 General Notes |
| 05 Site and Sheet Location Map |
| 06 Control Points |
| 07 Plan & Profile - Baring1 |
| 08 Plan & Profile - Baring2 |
| 09 Plan & Profile - Baring3 |
| 10 Plan & Profile - Baring4 |
| 11 Plan & Profile - Tod1 |
| 12 Plan & Profile - Tod2 |
| 13 Plan & Profile - Tod3 |
| 14 Plan & Profile - Tod4 |
| 15 Plan & Profile - Tod5 |
| 16 Plan & Profile - Tod6 |
| 17 Plan & Profile - Indianapolis |
| 18 Plan & Profile - Northcote1 |
| 19 Plan & Profile - Northcote2 |
| 20 Plan & Profile - Northcote3 |
| 21 Plan & Profile - Northcote4 |
| 22 Typical By-Pass Pumping |
| 23 Traffic Control |
| 24 Traffic Control |
| 25 Structure Inventory |
| 26 Structure Inventory |
File details come from the government source that posted it. Updated .