W912P619B0024_463491_GSD_Horace_Mann_Sewer_Pipelining_RTA_Plans.pdf
PDF 41 MB Posted
- Solicitation number
- W912P6-19-B-0019
About this file
W912P619B0019 PLAN SHEETS - Gary Sanitary District Horace Mann Neighborhood Sewer Rehabilitation Project
View the file
Other files
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
SOLICITATION NO.:
CERTIFIED FINAL DOCUMENTS:
AS-AWARDED CERTIFIED FINAL:
ISSUE DATE:
CHICAGO DISTRICT
GARY SANITARY DISTRICT - HORACE MANN
SEWER REHABILITATION PROJECT
GARY, INDIANA
W912P6-XX-C-XXXX
W912P6-19-B-0019
RTA W912P6-19-B-0019
AUGUST 9, 2019
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
SHEET ID
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
AM
ER
IC
AN
S
TR
U C
TU
R
E
PO
IN
T, IN
C
R
IV
ER
R O
AD
, S
U
IT
E
IN
D
IA
N
AP
O
LI
S, IN
D
IA
N A
C H
IC
AG
O D
IS
TR
IC
T
C H
IC
AG
O , I
LL
IN
O
IS
-0
9-
AN
SI
D
W
2P 6-
-B
-0
G
AR
Y
SA
N
IT
AR
Y
D
IS
TR
IC
T H
O R
AC
E
M
AN
N S
EW
ER
R
EH
AB
IL
IT
AT
IO
N
P R
O
JE
C T
SOLICITATION SET (NO DATE)
C
LF
M
YG
KC
S
KC
S
LO
C
AT
IO
N , V
IC
IN
IT
Y
M
AP
A N
D S
H
EE
T
IN
D
EX
G-001
US Army Corps of Engineers ®
9025 RIVER ROAD, SUITE 200
INDIANAPOLIS, IN 46240
TEL 317.547.5580 FAX 317.543.0270
www.structurepoint.com
SHEET INDEX
SHEET SHEET TITLE
NUMBER REFERENCE
1. G-001 LOCATION MAP AND SHEET INDEX
2. G-002 LEGEND, ABBREVIATIONS AND GENERAL NOTES
3. G-003 WORK LIMITS
4. G-004 STORAGE/LAYDOWN/SOIL DISPOSAL AREA
5. V-001 SURVEY CONTROL AND BENCHMARKS
6. C-001 SANITARY REHABILITATION PLAN KEY MAP
7. C-002 SANITARY REHABILITATION PLAN
8. C-003 SANITARY REHABILITATION PLAN
9. C-004 SANITARY REHABILITATION PLAN
10.C-005 SANITARY REHABILITATION PLAN
11.C-006 SANITARY REHABILITATION PLAN
12.C-007 SANITARY REHABILITATION PLAN
13.C-100 SANITARY REHABILITATION PLAN AND PROFILE
14.C-101 SANITARY REHABILITATION PLAN AND PROFILE
15.C-102 SANITARY REHABILITATION PLAN AND PROFILE
16.C-103 SANITARY REHABILITATION PLAN AND PROFILE
17.C-104 SANITARY REHABILITATION PLAN AND PROFILE
18.C-105 SANITARY REHABILITATION PLAN AND PROFILE
19.C-106 SANITARY REHABILITATION PLAN AND PROFILE
20.C-107 SANITARY REHABILITATION PLAN AND PROFILE
21.C-500 DETAILS MAINTENANCE OF TRAFFIC
22.C-501 DETAILS MAINTENANCE OF TRAFFIC
23.C-502 DETAILS
24.C-503 DETAILS
25.C-504 DETAILS
26.C-505 DETAILS EROSION CONTROL
27.C-600 SANITARY MANHOLE AND PIPE REHABILITATION TABLE
28.C-601 SANITARY MANHOLE AND PIPE REHABILITATION TABLE
29.C-602 SANITARY MANHOLE AND PIPE REHABILITATION TABLE
30.C-603 SANITARY MANHOLE AND PIPE REHABILITATION TABLE
31.C-604 SANITARY MANHOLE AND PIPE REHABILITATION TABLE
32.C-605 SANITARY MANHOLE AND PIPE REHABILITATION TABLE
33.C-606 SANITARY MANHOLE AND PIPE REHABILITATION TABLE
34.C-607 SANITARY MANHOLE AND PIPE REHABILITATION TABLE
35.C-608 SANITARY MANHOLE AND PIPE REHABILITATION TABLE
36.C-609 SANITARY MANHOLE AND PIPE REHABILITATION TABLE
LOCATION MAP
(N.T.S.)
PROJECT
LOCATION
3RD AVENUE
2ND PLACE
4TH AVENUE
5TH AVENUE
M
AR
SH
AL
L
ST
G
AR
FI
EL
D S
T.
G R
AN
T
ST
R U
TL
ED
G E
ST
R O
O
SE
VE
LT
S T.
BR
ID
G E
ST
I-90
G
AR
FI
EL
D S
T.
G R
AN
T
ST
WASTEWATER
TREATMENT
PLANT
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
SHEET ID
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
AM
ER
IC
AN
S
TR
U C
TU
R
E
PO
IN
T, IN
C
R
IV
ER
R O
AD
, S
U
IT
E
IN
D
IA
N
AP
O
LI
S, IN
D
IA
N A
C H
IC
AG
O D
IS
TR
IC
T
C H
IC
AG
O , I
LL
IN
O
IS
-0
9-
AN
SI
D
W
2P 6-
-B
-0
G
AR
Y
SA
N
IT
AR
Y
D
IS
TR
IC
T H
O R
AC
E
M
AN
N S
EW
ER
R
EH
AB
IL
IT
AT
IO
N
P R
O
JE
C T
SOLICITATION SET (NO DATE)
C
LF
M
YG
KC
S
KC
S
LE
G
EN
D
, A
BB
R
EV
IA
TI
O N
S
AN
D G
EN
ER
AL
N
O
TE
S
G-002
GENERAL NOTESABBREVIATIONSLEGEND
A/C AIR CONDITIONING
ANSI AMERICAN NATIONAL STANDARDS INSTITUTE
APPROX APPROXIMATE
ARCH ARCHITECT
ARV AIR RELIEF VALVE
ASPH ASPHALT
ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS
AUTO AUTOMATIC
BB BUFFALO BOX
BDRY BOUNDARY
BFV BUTTERFLY VALVE
BLDG BUILDING
BM BENCHMARK
CB CATCH BASIN
CI CURB INLET
CIP CAST-IN-PLACE
CIPP CURED IN PLACE PIPE
CLR CLEARANCE
CMP CORRUGATED METAL PIPE
CPP CORRUGATED PLASTIC PIPE
CMU CONCRETE MASONRY UNIT
CO CLEANOUT
CONC CONCRETE
CP CONTROL POINT
C TO C CENTER TO CENTER
CU FT CUBIC FEET
CU YD CUBIC YARDS
DAT DATUM
DEMO DEMOLITION
DEPT DEPARTMENT
DET DETAIL
DI DUCTILE IRON
DIA DIAMETER
DIM DIMENSION
DIMJ DUCTILE IRON MECHANICAL JOINT
DIRJ DUCTILE IRON RESTRAINED JOINT
DS DOWNSPOUT
DWG DRAWING
E EAST
E ELECTRIC
EL ELEVATION
ELEV ELEVATION
EA EACH
ELEC ELECTRIC
EQ EQUAL
EQUIP EQUIPMENT
EX EXISTING
EXIST EXISTING
FD FLOOR DRAIN
FH FIRE HYDRANT
FIG FIGURE
FIN FINISH
FIN FLR FINISH FLOOR
FLEX FLEXIBLE
FT FOOT (FEET)
FTG FOOTING
G GAS
GAL GALLON(S)
GALV GALVANIZED
GOVT GOVERNMENT
GPM GALLONS PER MINUTE
GV GAS VALVE
HB HOSE BIBB
HDPE HIGH DENSITY POLYETHYLENE
HH HANDHOLE
HORIZ HORIZONTAL
HP HORSE POWER
HPT HIGH POINT
HT HEIGHT
HVAC HEATING, VENTILATING AND AIR CONDITIONING
ID INSIDE DIAMETER
IN INCH
INV INVERT
LF LINEAR FEET
LPT LOW POINT
MATL MATERIAL
MECH MECHANICAL
MFG MANUFACTURING
MFR MANUFACTURER
MH MANHOLE
MIN MINIMUM
MISC MISCELLANEOUS
MJ MECHANICAL JOINT
MOD MODIFIED
N NORTH
NIC NOT IN CONTRACT
NO NUMBER
NOM NOMINAL
NTS NOT TO SCALE
OC ON CENTER
OD OUTSIDE DIAMETER
OH OVERHEAD
P POLE
PP POWER POLE
PED PEDESTAL
PERF PERFORATED
PI POINT OF INTERSECTION
PL PLATE
PL PROPERTY LINE
PPM PARTS PER MILLION
PREFAB PREFABRICATED
PRKG PARKING
PROJ PROJECT
PSI POUNDS PER SQUARE INCH
PT POINT
PV PLUG VALVE
PVC POLYVINYL CHLORIDE
QTY QUANTITY
R RADIUS
RAS RETURN ACTIVATED SLUDGE
RCP REINFORCED CONCRETE PIPE
RD ROOF DRAIN
REF REFERENCE
REQD REQUIRED
REV REVISION
ROW RIGHT OF WAY
R/W RIGHT OF WAY
S SOUTH
SCHD SCHEDULE
SD STORM DRAIN
SEC SECTION
SPEC SPECIFICATION
SS STAINLESS STEEL
STA STATION
STD STANDARD
STRUCT STRUCTURAL
SYS SYSTEM
TAN TANGENT
TBA TO BE ABANDONED THIS CONTRACT
TBM TEMPORARY BENCHMARK
TEL TELEPHONE
TEMP TEMPORARY
TH TELEPHONE HANDHOLE
THK THICK(NESS)
TOB TOP OF BANK
TOPO TOPOGRAPHY
TOS TOE OF SLOPE
TOW TOP OF WALL
TR TOP OF RIM
TR TRAFFIC POLE
TV TELEVISION
TYP TYPICAL
UTIL UTILITY
VERT VERTICAL
VOL VOLUME
W WATER
W WEST
W WIDE (WIDTH)
WAS WASTE ACTIVATED SLUDGE
W/ WITH
W/O WITHOUT
WS WATERSTOP
WT WEIGHT
WV WATER VALVE
YD YARD
1. THE FOLLOWING GENERAL NOTES ARE APPLICABLE TO THE ENTIRE SET OF
PLANS AND ARE NOT SHOWN ON EACH INDIVIDUAL SHEET. THE
CONTRACTOR IS RESPONSIBLE FOR APPLYING THESE NOTES THROUGHOUT
THE ENTIRE PROJECT.
2. CAUTION !! - THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES
SHOWN ON THESE PLANS ARE BASED UPON ABOVE GROUND EVIDENCE
(INCLUDING, BUT NOT LIMITED TO, MANHOLES, INLETS, VALVES, AND MARKS
MADE UPON THE GROUND BY OTHERS) AND ARE SPECULATIVE IN NATURE.
THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH
THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND
EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING
UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR
TO ANY AND ALL CONSTRUCTION. - CALL TOLL FREE 1(800)382-5544 INDIANA
UNDERGROUND.
3. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PLANS AND
SPECIFICATIONS FOR THIS PROJECT. ADDITIONS, DELETIONS, AND/OR
REVISIONS TO THE FACILITIES SHALL NOT BE MADE WITHOUT PRIOR
APPROVAL BY THE ENGINEER. THE CONTRACTOR SHALL KEEP AND
MAINTAIN IN GOOD CONDITION A COMPLETE SET OF THE PROJECT PLANS
AND SPECIFICATIONS ON THE JOB SITE AT ALL TIMES.
4. COMPLY WITH ALL LOCAL, STATE, AND FEDERAL CODES, ORDINANCES,
RULES, REGULATIONS, ORDERS, AND OTHER LEGAL REQUIREMENTS OF
MUNICIPAL AUTHORITIES WHICH BEAR ON THE PERFORMANCE OF THE
WORK.
5. IN THE EVENT THAT THE CONTRACTOR DISCOVERS A DISCREPANCY ON THE
CONSTRUCTION PLANS OR A POTENTIAL UTILITY CONFLICT, HE SHALL
CONTACT THE ENGINEER IMMEDIATELY FOR CLARIFICATION PRIOR TO
PROCEEDING WITH CONSTRUCTION OF THE PORTION IN QUESTION.
6. CONSTRUCTION SHALL NOT COMMENCE UNTIL ALL NECESSARY PERMITS
HAVE BEEN OBTAINED.
7. ALL EXISTING UTILITIES SHOWN IN PROFILE ARE SHOWN AT THEIR ASSUMED
ELEVATIONS. FIELD VERIFY PRIOR TO CONSTRUCTION.
8. PROTECT POWER POLES AND/OR OTHER UTILITIES FROM DAMAGE IN A
MANNER APPROVED BY THE UTILITY COMPANIES AND THE ENGINEER.
9. REMOVAL OF EXISTING CONCRETE AND ASPHALT PAVEMENT SHALL INCLUDE
ALL AGGREGATE BASE AND SUB-GRADE MATERIALS. SAW-CUT ALL EXISTING
PAVED AREAS. ALL CUTS SHALL BE CLEAN, NEAT, AND TRUE TO LINE. ALL
CONCRETE AND ASPHALT PAVEMENT MATERIAL TO BE DEMOLISHED SHALL
BE REMOVED FROM THE SITE AND DISPOSED OF IN A LEGAL MANNER.
10. ALL DISTURBED AREAS INCLUDING, BUT NOT LIMITED TO, STREETS, DRIVES,
WALKS, LAWNS, ETC. SHALL BE RESTORED TO ORIGINAL OR BETTER
CONDITION. ALL CULVERTS, STORM PIPES, AND APPURTENANCES SHALL BE
REPLACED AS SPECIFIED BY THE CONTRACT DOCUMENTS OR IF DAMAGED
DURING CONSTRUCTION WITH SAME MATERIAL AND SIZE AS EXISTING.
CULVERT SIZE SHALL NOT BE SMALLER THAN 12 INCHES. SWALES, DITCHES,
ETC. SHALL BE REGRADED TO PROVIDE POSITIVE DRAINAGE.
11. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE ALL MUD, DIRT,
GRAVEL, AND ANY OTHER MATERIALS TRACKED ONTO ANY PUBLIC OR
PRIVATE STREETS, PARKING LOTS, OR WALKS. THIS MATERIAL REMOVAL OR
SWEEPING OF THE STREETS SHALL BE DONE AS FREQUENTLY AS
NECESSARY TO MAINTAIN CLEAN STREETS. THE CONTRACTOR MUST ALSO
KEEP AIRBORNE DIRT AND DUST TO A MINIMUM BY USING WATER OR OTHER
METHODS AS NECESSARY.
12. WORK SHALL BE STAGED WITHIN RIGHTS-OF-WAY, EASEMENTS, OR
PROPERTY OWNED BY THE CITY OF GARY. VERIFY CITY OWNED
PROPERTIES ARE VACANT AND AVAILABLE PRIOR TO OCCUPYING OR
STAGING WORK.
13. COORDINATE WITH THE LOCAL UTILITY FOR ALL UTILITY RELOCATION
REQUIREMENTS.
14. PROVIDE BYPASS PUMPING AS NEEDED TO CONSTRUCT PARTIAL
REPLACEMENT AND/OR FULL LINE SEGMENT REPLACEMENT. PROVIDE
BYPASS PUMPING AS NECESSARY DURING CIPP.
15. TAKE PRECAUTIONS AS OUTLINED IN EM385 1-1 REGARDING WORKING NEAR
THE POWER LINES.
16. PROPERTIES WITHIN THE PROJECT AREA THAT ARE OWNED BY THE CITY OF
GARY, WILL BE AVAILABLE FOR THE CONTRACTOR'S USE FOR CLEAN SOIL
DISPOSAL, CONTRACTOR LAYDOWN, STAGING, AND TEMPORARY EASEMENT.
SEE SHEET G-004 FOR LOCATIONS. SOIL DISPOSAL ONLY AT LOCATION
SHOWN ON G-004.
17. LATERAL REINSTATEMENT FOR ALL PORTIONS OF THIS PROJECT WILL NOT
INCLUDE VACANT LOTS AND UNINHABITABLE PROPERTIES. SEE
SPECIFICATIONS.
18. PROJECT SIGN SHALL BE LOCATED IN THE RIGHT-OF-WAY IN FRONT OF THE
HORACE MANN HIGH SCHOOL ALONG 5TH AVENUE BETWEEN GARFIELD
STREET AND CLEVELAND STREET. COORDINATE EXACT LOCATION WITH THE
CITY OF GARY.
19. CONTRACTOR SHALL SUPPORT TRENCH PER U.S. ARMY CORPS OF
ENGINEERS ENGINEERING MANUAL (EM 385-1-1), SECTION 25, LATEST
EDITION.
SAN SAN
W W W W
COMM COMM
E E E E
G G G
SD SD
OTR
CATV
TREE, DECIDUOUS
TREE, EVERGREEN
SHRUB
FLAG POLE
SOIL BORING LOCATION
MAILBOX
STREET SIGN
GUARD POST
MONITORING WELL
WATER METER
FIRE PLUG
WATER VALVE
GAS VALVE
GAS MARKER
GUY POLE
ELECTRIC JUNCTION BOX
ELECTRIC HANDHOLE
COMBINATION POLE
AIR CONDITIONER UNIT
LIGHT POLE
GROUND LIGHT
TRANSFORMER
TELEPHONE POLE
TELEPHONE BOX
TELEPHONE MANHOLE
TELEPHONE PEDESTAL
TELEPHONE CROSS BOX
TELEPHONE MARKER
TELEPHONE HANDHOLE
TRAFFIC EQUIPMENT
TRAFFIC POLE
SANITARY MANHOLE
DRAINAGE MANHOLE
DRAINAGE INLET
DRAINAGE CURB INLET
DOWN SPOUT
GAS METER
TRAFFIC DETECTOR HOUSING
CONTOUR MINOR
TELECOMMUNICATIONS
SANITARY
WATER MAIN
CONTOUR MAJOR
ELECTRIC
GAS
DRAINAGE
OVERHEAD TRAFFIC
RIGHT-OF-WAY
PROPERTY LINE
CABLE TV
FIRE HYDRANT
TEMPORARY BENCHMARK
CONTROL POINT
HOSE BIBB
BUFFALO BOX
CLEAN OUT
TRAFFIC MANHOLE
YARD LIGHT
POWER POLE
ELECTRIC METER BOX
WATER MANHOLE
STAND PIPE
SPIGOT
STUMP
(3 2)
B
AS
E
BI
D
O
PT
IO
N
AC
R
ES
.2
AR
EA
: 1
.2
SQ
FT
(3 1)
B
AS
E
BI
D
O
PT
IO
N
AC
R
ES
.0
AR
EA
: 4
3.
S Q
FT
(3 3)
B
AS
E
BI
D
O
PT
IO
N
AC
R
ES
.2
AR
EA
: 1
.0
SQ
FT
(3 4)
B
AS
E
BI
D
O
PT
IO
N
AC
R
ES
.2
AR
EA
: 1
.5
SQ
FT
(3 0)
B
AS
E
BI
D
O
PT
IO
N
AC
R
ES
.1
AR
EA
: 6
0.
S Q
FT
(5 7)
B
AS
E
BI
D
O
PT
IO
N
AC
R
ES
.0
AR
EA
: 3
2.
S Q
FT
(5 6)
B
AS
E
BI
D
O
PT
IO
N
AC
R
ES
.0
AR
EA
: 2
5.
S Q
FT
(5 5)
B
AS
E
BI
D
O
PT
IO
N
AC
R
ES
.2
AR
EA
: 1
.8
SQ
FT
(5 1)
B
AS
E
BI
D
O
PT
IO
N
AC
R
ES
.2
AR
EA
: 1
.9
SQ
FT
(50) BASE BID & OPTION 2
ACRES = 0.199
AREA: 8671.76 SQFT
(54) BASE BID & OPTION 2
ACRES = 0.067
AREA: 2901.41 SQFT
(5 3)
B
AS
E
BI
D
O
PT
IO
N
AC
R
ES
.2
AR
EA
: 9
7.
S Q
FT
(52) BASE BID & OPTION 2
ACRES = 0.067
AREA: 2900.07 SQFT
(1 3)
B
AS
E
BI
D
AC
R
ES
.0
AR
EA
: 3
6.
S Q
FT
(1 1)
B
AS
E
BI
D
AC
R
ES
.0
AR
EA
: 1
7.
S Q
FT
(1 0)
B
AS
E
BI
D
AC
R
ES
.0
AR
EA
: 3
5.
S Q
FT
(1 4)
B
AS
E
BI
D
AC
R
ES
.0
AR
EA
: 3
3.
S Q
FT
(6 0)
B
AS
E
BI
D
O
PT
IO
N
AC
R
ES
.0
AR
EA
: 3
5.
S Q
FT
(21) OPTION 2
ACRES = 0.136
AREA: 5932.52 SQFT
(20) OPTION 2
ACRES = 0.081
AREA: 3511.31 SQFT
(5 9)
B
AS
E
BI
D
O
PT
IO
N
AC
R
ES
.0
AR
EA
: 2
1.
S Q
FT
(1 2)
B
AS
E
BI
D
AC
R
ES
.0
AR
EA
: 3
7.
S Q
FT
(3 5)
B
AS
E
BI
D
O
PT
IO
N
AC
R
ES
.2
AR
EA
: 9
2.
S Q
FT
(61) BASE BID & OPTION 2
ACRES = 0.080
AREA: 3491.68 SQFT
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
SHEET ID
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
AM
ER
IC
AN
S
TR
U C
TU
R
E
PO
IN
T, IN
C
R
IV
ER
R O
AD
, S
U
IT
E
IN
D
IA
N
AP
O
LI
S, IN
D
IA
N A
C H
IC
AG
O D
IS
TR
IC
T
C H
IC
AG
O , I
LL
IN
O
IS
-0
9-
AN
SI
D
W
2P 6-
-B
-0
G
AR
Y
SA
N
IT
AR
Y
D
IS
TR
IC
T H
O R
AC
E
M
AN
N S
EW
ER
R
EH
AB
IL
IT
AT
IO
N
P R
O
JE
C T
SOLICITATION SET (NO DATE)
C
LF
M
YG
KC
S
KC
S
A1 WORK LIMITS
SCALE: 1"=200'
N
300'0 150'
C
LE
VE
LA
N D
S T.
6TH AVE.
G
AR
FI
EL
D S
T.
H
AY
ES
S
T.
AR
TH
U R
S T.
AL
LE
Y
7TH AVE.
8TH AVE.
AL
LE
Y
G
AR
FI
EL
D S
T.
G R
AN
T
ST
G R
AN
T
ST
TA
FT
S T.
AL
LE
Y
R O
O
SE
VE
LT
S T.
8TH AVE.
7TH AVE. AL
LE
Y
M C
KI
N
LE
Y
ST
R O
O
SE
VE
LT
S T.
ALLEY
5TH AVE. (US 12 / US 20)
AL
LE
Y
TA
FT
S T.
LEGEND
WORK LIMITS
UTILITY AND PIPELINE EASEMENT
A PERPETUAL AND ASSIGNABLE EASEMENT AND RIGHT OF WAY IN, OVER AND
ACROSS THE LAND DESCRIBED IN THESE DRAWINGS FOR THE LOCATION,
CONSTRUCTION, OPERATION, MAINTENANCE, ALTERATION, REPAIR, PATROL OF
THIS WATER MAIN; TOGETHER WITH THE RIGHT TO TRIM, CUT, FELL AND REMOVE
THEREFROM ALL TREES, UNDERBRUSH, OBSTRUCTIONS, AND ANY OTHER
VEGETATION, STRUCTURES, OR OBSTACLES WITHIN THE LIMITS OF THE
RIGHT-OF-WAY; RESERVING, HOWEVER, TO THE OWNERS, THEIR HEIRS AND
ASSIGNS, ALL SUCH RIGHTS AND PRIVILEGES IN THE LAND AS MAY BE USED
WITHOUT INTERFERING WITH OR ABRIDGING THE RIGHTS AND EASEMENT
HEREBY ACQUIRED; SUBJECT, HOWEVER, TO EXISTING EASEMENTS FOR PUBLIC
ROADS AND HIGHWAYS, PUBLIC UTILITIES, RAILROADS AND PIPELINES.
GENERAL SHEET NOTES
WORK AND STORAGE AREA LIMIT TABLES
STORAGE \ LAYDOWN AREA (SEE SHEET G-004)
2.69226512 5.2
AREA (sqft) AREA (ACRES)
W O
R K
LI
M
IT
S
G-003
AREA NO. AREA (sqft) AREA (ACRES) DESCRIPTION
TOTAL (ACRES)
BASE BID OPTION 2
WORK LIMIT AREAS
10723.20
4093.60
10180.03
10358.59
6660.49
3116.78
1147.29
3263.57
3491.68
3297.83
9782.01
5932.52
3511.31
2861.20
0.25
0.09
0.23
0.24
0.15
0.07
0.03
0.07
0.08
0.08
0.22
0.14
0.08
0.07
BASE BID & OPTION 1
BASE BID & OPTION 1
BASE BID & OPTION 1
BASE BID & OPTION 1
BASE BID & OPTION 1
BASE BID
BASE BID
BASE BID
BASE BID & OPTION 2
BASE BID
BASE BID & OPTION 1
OPTION 2
NOT USED
OPTION 2
BASE BID & OPTION 2
3062.44
22557.08
10046.85
10257.94
8671.76
2901.41
9917.51
2900.07
0.07
0.05
0.23
0.24
0.20
0.07
0.23
0.07
BASE BID & OPTION 2
BASE BID & OPTION 2
BASE BID & OPTION 2
BASE BID & OPTION 2
BASE BID & OPTION 2
BASE BID & OPTION 2
BASE BID & OPTION 2
BASE BID & OPTION 2
NOT USED
0.33 0.22 1.18 1.39
BASE BID &
OPTION 1
BASE BID &
OPTION 2
10 3305.80 0.08 BASE BID
60 3375.80 0.08 BASE BID & OPTION 2
BASE BID 2.90
AREA (ACRES)
TOTAL PROJECT 3.12
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
SHEET ID
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
AM
ER
IC
AN
S
TR
U C
TU
R
E
PO
IN
T, IN
C
R
IV
ER
R O
AD
, S
U
IT
E
IN
D
IA
N
AP
O
LI
S, IN
D
IA
N A
C H
IC
AG
O D
IS
TR
IC
T
C H
IC
AG
O , I
LL
IN
O
IS
-0
9-
AN
SI
D
W
2P 6-
-B
-0
G
AR
Y
SA
N
IT
AR
Y
D
IS
TR
IC
T H
O R
AC
E
M
AN
N S
EW
ER
R
EH
AB
IL
IT
AT
IO
N
P R
O
JE
C T
SOLICITATION SET (NO DATE)
C
LF
M
YG
KC
S
KC
S
ST
O
R
AG
E / L
AY
D
O W
N
SO
IL
D
IS
PO
SA
L
AR
EA
G-004
C
LA
R K
R D
3RD AVE.
2ND PL.
4TH AVE. (US 12 / US 20)
5TH AVE. (US 12 / US 20)
5.2 ACRES AVAILABLE FOR CLEAN SOIL
DISPOSAL, CONTRACTOR LAYDOWN, STAGING,
AND TEMPORARY EASEMENT
A1 STORAGE / LAYDOWN / SOIL DISPOSAL AREA
SCALE: 1"=400'
N
800'0 400'
GARY SANITARY DISTRICT
MAIN OFFICE AND
WASTEWATER TREATMENT
PLANT
W. 3RD AVE.
PROJECT AREA
BR
ID
G E
ST
R
EE
T
RAILROAD RAILROAD
3RD AVE.
3RD AVE.
3RD AVE.
3RD AVE.
4TH AVE. 4TH AVE.
5TH AVE. 5TH AVE.
M
AR
SH
AL
L
ST
R
EE
T
EL
LS
W O
R
TH
S
TR
EE
T
TA
FT
S
TR
EE
T
R O
O
SE
VE
LT
S
TR
EE
T
M cK
IN
LE
Y
ST
R
EE
T
C
LE
VE
LA
N D
S
TR
EE
T
H
AY
ES
S
TR
EE
T
G R
AN
T
ST
R
EE
T
G R
AN
T
ST
R
EE
T
JO
H
N
SO
N S
TR
EE
T
TA
FT
P
LA
C E
R O
O
SE
VE
LT
S
TR
EE
T
M cK
IN
LE
Y
ST
R
EE
T
CP 506
CP 501 CP 502
CP 503
CP 504
CP 505
CP 507
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
SHEET ID
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
AM
ER
IC
AN
S
TR
U C
TU
R
E
PO
IN
T, IN
C
R
IV
ER
R O
AD
, S
U
IT
E
IN
D
IA
N
AP
O
LI
S, IN
D
IA
N A
C H
IC
AG
O D
IS
TR
IC
T
C H
IC
AG
O , I
LL
IN
O
IS
-0
9-
AN
SI
D
W
2P 6-
-B
-0
G
AR
Y
SA
N
IT
AR
Y
D
IS
TR
IC
T H
O R
AC
E
M
AN
N S
EW
ER
R
EH
AB
IL
IT
AT
IO
N
P R
O
JE
C T
SOLICITATION SET (NO DATE)
C
LF
M
YG
KC
S
KC
S
CP ###
CALLOUTS
BENCH AND CONTROL INFORMATION
CONTROL POINT NUMBER
O
PT
IO
N
AL
V
AL
U E
1%
O
PT
IO
N
AL
V
AL
U E
2%
C
LF
C
LF
ST
M
/B C
P
C
LF
SU
R
VE
Y
C O
N
TR
O L
AN
D
B
EN
C H
M
AR
KS
V-001
CONTROL POINT #501
X X
N:445943.9145 / E:797349.8712
CONTROL POINT #502
X
N:445935.0329 / E:797681.6386
X X
X X
CONTROL POINT #503
N:445276.6530 / E:797698.2198
X
X X
CONTROL POINT #504
N:445360.7684 / E:799016.6605
CONTROL POINT #505
N:444861.0770 / E:799001.3920
CONTROL POINT #506
N:446563.4678 / E:798491.8689
X
X X
CONTROL POINT #507
N:446565.3866 / E:799063.3563
BENCH INFORMATION (NAVD 1988)
CPT #501 - MAG NAIL SET NORTHWEST CORNER OF THE INTERSECTION OF 6TH AVENUE
AND AN ALLEY BETWEEN ROOSEVELT STREET & MCKINLEY STREET.
ELEVATION = 596.98
CPT #502 - MAG NAIL SET SOUTHWEST CORNER OF THE INTERSECTION OF 6TH AVENUE
AND AN ALLEY BETWEEN MCKINLEY STREET AND CLEVELAND STREET.
ELEVATION = 596.98
CPT #503 - MAG NAIL SET NORTHEAST CORNER OF THE INTERSECTION OF TWO ALLEYS
BEING 145'+/- SOUTH OF THE CENTERLINE OF 6TH AVENUE AND 155'+/- WEST OF
CENTERLINE OF CLEVELAND STREET.
ELEVATION = 597.75
CPT #504 - MAG NAIL SET SOUTHEAST CORNER OF THE INTERSECTION OF 7TH AVENUE
AND AN ALLEY BETWEEN HAYES STREET AND GRANT STREET.
ELEVATION = 596.04
CPT #505 - MAG NAIL SET NORTHWEST CORNER OF THE INTERSECTION OF 8TH AVENUE
AND AN ALLEY BETWEEN HAYES STREET AND GRANT STREET.
ELEVATION = 599.30
CPT #506 - MAG NAIL SET AT THE SOUTHWEST CORNER OF THE INTERSECTION OF
GARFIELD STREET WITH AND ALLEY APPROXIMATELY 185' SOUTH OF 5TH AVENUE.
ELEVATION = 595.15
CPT #507 - MAG NAIL SET IN THE SOUTH SIDE OF AN ALLEY 105'+/- WEST OF GRANT
STREET & 190'+/- SOUTH OF 5TH AVENUE.
ELEVATION = 596.21
N
400'0 200'
C
LE
VE
LA
N D
S T.
G
AR
FI
EL
D S
T.
H
AY
ES
S
T.
AR
TH
U R
S T.
AL
LE
Y
8TH AVE.
G
AR
FI
EL
D S
T.
G R
AN
T
ST
G R
AN
T
ST
TA
FT
S T.
AL
LE
Y
R O
O
SE
VE
LT
S T.
8TH ST.
7TH AVE.
M C
KI
N
LE
Y
ST
R O
O
SE
VE
LT
S T.
ALLEY
5TH AVE. (US 12 / US 20)
AL
LE
Y
TA
FT
S T.
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
SHEET ID
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
AM
ER
IC
AN
S
TR
U C
TU
R
E
PO
IN
T, IN
C
R
IV
ER
R O
AD
, S
U
IT
E
IN
D
IA
N
AP
O
LI
S, IN
D
IA
N A
C H
IC
AG
O D
IS
TR
IC
T
C H
IC
AG
O , I
LL
IN
O
IS
-0
9-
AN
SI
D
W
2P 6-
-B
-0
G
AR
Y
SA
N
IT
AR
Y
D
IS
TR
IC
T H
O R
AC
E
M
AN
N S
EW
ER
R
EH
AB
IL
IT
AT
IO
N
P R
O
JE
C T
SOLICITATION SET (NO DATE)
C
LF
M
YG
KC
S
KC
S
A1 SANITARY REHABILITATION PLAN KEY MAP
SCALE: 1"=200'
SH
EE
T C
-0
N
300'0 150'
SH
EE
T C
-0
SHEET C-004
SH
EE
T C
-0
SH
EE
T C
-0
SH
EE
T C
-0
KE
Y
M
AP
SA
N
IT
AR
Y R
EH
AB
IL
IT
AT
IO
N P
LA
N
C-001
C
LE
VE
LA
N D
S T.
6TH AVE.
G
AR
FI
EL
D S
T.
H
AY
ES
S
T.
AR
TH
U R
S T.
AL
LE
Y
7TH AVE.
8TH AVE.
AL
LE
Y
G
AR
FI
EL
D S
T.
G R
AN
T
ST
G R
AN
T
ST
TA
FT
S T.
AL
LE
Y
R O
O
SE
VE
LT
S T.
8TH ST.
7TH AVE. AL
LE
Y
M C
KI
N
LE
Y
ST
R O
O
SE
VE
LT
S T.
ALLEY
5TH AVE. (US 12 / US 20)
AL
LE
Y
TA
FT
S T.
OPTION 1: REHABILITATION
(MH 2541 TO MH 2542 )
BASE BID: REHABILITATIONG
M OPTION 1: REHABILITATION
(MH 2542 TO MH 2543 )
BASE BID: REHABILITATIONK
M
OPTION 1: REHABILITATION
(MH 2540 TO MH 2539 )
BASE BID: REHABILITATIONK
M OPTION 1: REHABILITATION
(MH 2539 TO MH 2538 )
BASE BID: REHABILITATIONG
M OPTION 1: REHABILITATION
(MH 2538 TO MH 2537 )
BASE BID: REHABILITATIONK
N
OPTION 1: REHABILITATION
(MH 2536 TO MH 2535 )
BASE BID: REHABILITATIONK
N
STR. NO. 2540
STR. NO. 2539
STR. NO. 2542
STR. NO. 2538
STR. NO. 2541
STR. NO. 2543
STR. NO. 2537
STR. NO. 2544
STR. NO. 2536
STR. NO. 2602
STR. NO. 2601
STR. NO. 2600
EX. 12" VCP
EX. 12" VCP EX. 12" VCP/PVC EX. 12" VCP EX. 12" VCP
EX. 12" VCP EX. 12" VCP EX. 12" VCP EX. 12" VCP
EX
. 1
2" V
CP
EX
. 1
2" V
CP
(SEE SHEET C-106)
(MH 2537 TO MH 2536 )
BASE BID: REHABILITATIONA
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
SHEET ID
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
AM
ER
IC
AN
S
TR
U C
TU
R
E
PO
IN
T, IN
C
R
IV
ER
R O
AD
, S
U
IT
E
IN
D
IA
N
AP
O
LI
S, IN
D
IA
N A
C H
IC
AG
O D
IS
TR
IC
T
C H
IC
AG
O , I
LL
IN
O
IS
-0
9-
AN
SI
D
W
2P 6-
-B
-0
G
AR
Y
SA
N
IT
AR
Y
D
IS
TR
IC
T H
O R
AC
E
M
AN
N S
EW
ER
R
EH
AB
IL
IT
AT
IO
N
P R
O
JE
C T
SOLICITATION SET (NO DATE)
C
LF
M
YG
KC
S
KC
S
D1 SANITARY REHABILITATION PLAN
SCALE: 1"=40' 40' 80'0
N
PARTIAL REPLACEMENT REQUIRED
PRIOR TO BASE BID REHABILITATION
(SEE SHEET C-107)
ALLEY
TAFT ST.
MCKINLEY ST.
ALLEY
ROOSEVELT ST.
8T H
AV
E, 7T H
A
VE
SA
N
IT
AR
Y R
EH
AB
IL
IT
AT
IO
N P
LA
N
C-002
GENERAL SHEET NOTESGENERAL SHEET NOTES
SHEET KEYNOTES
LEGEND
1. LATERALS SHALL NOT BE REINSTATED TO VACANT LOTS OR UNINHABITABLE
PROPERTIES. VERIFY PROPERTIES WITH CITY OF GARY. ALL OTHER LATERAL
SHALL BE REINSTATED FOR CIPP LINING AND FULL AND PARTIAL
REPLACEMENTS.
BASE BID \ OPTION X
BASE BID \ OPTION X
PARTIAL REPLACE MENT
BASE BID \ OPTION X
MANHOLE TO MANHOLE REPLACEMENT
UTILITY AND PIPELINE EASEMENT
A PERPETUAL AND ASSIGNABLE EASEMENT AND RIGHT OF WAY IN, OVER AND
ACROSS THE LAND DESCRIBED IN THESE DRAWINGS FOR THE LOCATION,
CONSTRUCTION, OPERATION, MAINTENANCE, ALTERATION, REPAIR, PATROL OF
THIS WATER MAIN; TOGETHER WITH THE RIGHT TO TRIM, CUT, FELL AND REMOVE
THEREFROM ALL TREES, UNDERBRUSH, OBSTRUCTIONS, AND ANY OTHER
VEGETATION, STRUCTURES, OR OBSTACLES WITHIN THE LIMITS OF THE
RIGHT-OF-WAY; RESERVING, HOWEVER, TO THE OWNERS, THEIR HEIRS AND
ASSIGNS, ALL SUCH RIGHTS AND PRIVILEGES IN THE LAND AS MAY BE USED
WITHOUT INTERFERING WITH OR ABRIDGING THE RIGHTS AND EASEMENT
HEREBY ACQUIRED; SUBJECT, HOWEVER, TO EXISTING EASEMENTS FOR PUBLIC
ROADS AND HIGHWAYS, PUBLIC UTILITIES, RAILROADS AND PIPELINES.
A
PIGGEE,
JAMES
MCKENNITH
TAFT ST
BERRY,
SONYA E
TAFT ST
MACLIN,
BEVERLY A
615 TAFT ST
DAVIS,
ALFONZO &
JR CASSANDRA
TAFT ST
STEWART,
HERMIE JR
TAFT ST
JOHNSON,
FRANKLIN L. &
QUEEN H.
TAFT ST
JONES,
PAUL H
TAFT ST
HILL, EMILY
REVOC LAND
TR U/D DTD
7/10/13
TAFT ST
PETEET, J.D.
TAFT ST
LOVE,
CHARLES
(WILLIAM L
LOVE RETAIN
HIS INTEREST)
TAFT ST
FRESH WIND
PROPERTIES LLC
TAFT ST
SPEIGHT, ANDY
& LILLIARD H&W
ROOSEVELT ST
SULLIVAN,
AARON & KIM
ROOSEVELT ST
MCDANIEL,
LINDA D
ROOSEVELT ST
BARNABY
RUDGE LLC
ROOSEVELT ST
DEEDGRABBER
TAX LIEN
FUND LLC
ROOSEVELT ST
BODIE, DONNA L
ROOSEVELT ST
FORD, FREDDY E
ROOSEVELT ST
WALTON,
EDMOND &
PEARL M.
ROOSEVELT ST
PRENTICE,
GERALDINE
ROOSEVELT ST
MIDDLETON,
JULIUS J
ROOSEVELT ST
GANTT, BRIDGET
ROOSEVELT ST
RILEY, AMY H
ROOSEVELT ST
MAYES,
VALARIE D
ROOSEVELT ST
JONES JR,
CARL E & JANET
WOODS-JONES
H & W
ROOSEVELT ST
S & A HOMES LLC
ROOSEVELT ST
FINLEY, SONNIE
ROOSEVELT ST
LOFTON, JASON
ROOSEVELT ST
LAKE COUNTY TRUST COMPANY
TR#5513
MCKINLEY ST
CITY OF GARY
MCKINLEY ST
FLUKER, ERMA
MCKINLEY ST
PERRY,
JAMES R III
MCKINLEY ST
WALKER,
ANTHONY &
ANDREA WALKER
(EACH UNDIVID
1/2 INTER)
MCKINLEY ST
COFFEY, RONALD
KEITH
MCKINLEY ST
TURNER, TRACY C
MCKINLEY ST
CITY OF GARY
8TH AVE & TAFT
SMITH,
CAROLYN A. &
HORTON,
ANGELA W. ,
JOINT TENANTS
W/RIGHTS OF
SURVIVORSHIP
ROOSEVELT ST
ARCE, LYNDA
ROOSEVELT ST
JOHNSON,
ALLEAN
ROOSEVELT ST
KIRKENDALL,
MOLLIE P
ROOSEVELT ST
TYLER,
TOMMIE G.
ROOSEVELT ST
SMITH, C LOUISE
ROOSEVELT ST
ROSS, MATTHEW P.
JR. & DOROTHY L.
MCKINLEY ST
SIMS,
CHRISTOPHER A
MCKINLEY ST
BARKSDALE,
TAMARA R
MCKINLEY ST
WILLIAMS,
EMANUEL ET AL
MCKINLEY ST
JACKSON,
CRUSETIA
MCKINLEY ST
SMITH,
NORMA JEAN
MCKINLEY ST
COOPER,
GWENDOLYN F
MCKINLEY ST
VACANT OR UNINHABITABLE PROPERTY
MANHOLE TO MANHOLE REPLACEMENT
HEAVY CLEANING
ROOT REMOVAL
HEAVY CLEANING, MAINLINE GROUTING
ROOT REMOVAL, HEAVY CLEANING
HEAVY CLEANING, DEFECTIVE LATERAL CONNECTION GROUTING
HEAVY CLEANING, MAINLINE GROUTING, DEFECTIVE LATERAL CONNECTION GROUTING
ROOT REMOVAL, HEAVY CLEANING, MAINLINE GROUTING
ROOT REMOVAL, MAINLINE GROUTING, DEFECTIVE LATERAL CONNECTION GROUTING
ROOT REMOVAL, HEAVY CLEANING, MAINLINE GROUTING, DEFECTIVE LATERAL,
CONNECTION GROUTING
INSTALL CIPP LINER
INSTALL CIPP LINER, REINSTATE LATERALS AFTER CIPP LINING
INSTALL CIPP LINER, CUT PROTRUDING TAPS, REINSTATE LATERALS AFTER CIPP LINING
ROOT REMOVAL, MAINLINE GROUTING
MAINLINE GROUTING, DEFECTIVE LATERAL CONNECTION GROUTING
MAINLINE GROUTING
SECTIONAL CIPP LINER
PARTIAL REPLACEMENT REQUIRED
PRIOR TO BASE BID REHABILITATION
(SEE SHEET C-107)
B
C
D
E
F
G
H
J
K
L
M
N
P
Q
R
S
FO
R
C O
N
TI
N U
AT
IO
N S
EE
S
H
EE
T C
-0
STR. NO. 2550
STR. NO. 2534
STR. NO. 2547
STR. NO. 2551
STR. NO. 2553
STR. NO. 2529a
STR. NO. 2529
STR. NO. 2530
STR. NO. 2552
STR. NO. 2549STR. NO. 2548
STR. NO. 2546
STR. NO. 2545
STR. NO. 2331A
STR. NO. 2531STR. NO. 2532
STR. NO. 2533
STR. NO. 2535
5.
M
N S/
C
PT
EX. 12" VCP
EX. 12" VCP
EX. 12" VCP
EX. 12" VCPEX. 12" VCP
EX
. 2
4" V
C P
EX
. 3
0" V
C P
EX. 12" VCP EX. 12" VCP EX. 12" VCP EX. 12" VCP EX. 12" VCP EX. 24" VCP
EX
. 1
5" V
C P
EX
. 1
5" V
C P
EX
. 1
5" V
C P
EX
. 1
2" V
C P
EX
. 3
0" V
C P
OPTION 1: REHABILITATION
(MH 2546 TO MH 2548 )
BASE BID: REHABILITATIONK
M
OPTION 1: REHABILITATION
(MH 2545 TO MH 2546 )
BASE BID: REHABILITATIONB
L OPTION 1: REHABILITATION
(MH 2548 TO MH 2549)
BASE BID: REHABILITATIONK
N OPTION 1: REHABILITATION
(MH 2549 TO MH 2550 )
BASE BID: REHABILITATIONK
N
OPTION 1: REHABILITATION(MH 2535 TO MH 2534 )
BASE BID: REHABILITATIOND
L
OPTION 1: REHABILITATION
(MH 2534 TO MH 2533 )
BASE BID: REHABILITATIONG
M OPTION 1: REHABILITATION
(MH 2533 TO MH 2532 )
BASE BID: REHABILITATIONG
M
EX
. 3
0" V
C P
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
SHEET ID
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
AM
ER
IC
AN
S
TR
U C
TU
R
E
PO
IN
T, IN
C
R
IV
ER
R O
AD
, S
U
IT
E
IN
D
IA
N
AP
O
LI
S, IN
D
IA
N A
C H
IC
AG
O D
IS
TR
IC
T
C H
IC
AG
O , I
LL
IN
O
IS
-0
9-
AN
SI
D
W
2P 6-
-B
-0
G
AR
Y
SA
N
IT
AR
Y
D
IS
TR
IC
T H
O R
AC
E
M
AN
N S
EW
ER
R
EH
AB
IL
IT
AT
IO
N
P R
O
JE
C T
SOLICITATION SET (NO DATE)
C
LF
M
YG
KC
S
KC
S
D1 SANITARY REHABILITATION PLAN
SCALE: 1"=40' 40' 80'0
N
ALLEY
TAFT ST.
ALLEY
ROOSEVELT ST.
McKINLEY ST.
5T H
A
VE
U
S
U
S
AL
LE
Y6TH
AVE.
SA
N
IT
AR
Y R
EH
AB
IL
IT
AT
IO
N P
LA
N
C-003
SCOTT, RONALD R
TAFT ST
BURNS, TOMMIE J. JR. & DEBORAH C.
5TH AVE
BROWN, MAXIE L III
5TH AVE
ALLEN-WILSON LISA, ALLEN-JETER
LATRICE, ALLEN OLIVIA
5TH AVE
CLAYTON, EVERLENA
ROOSEVELT ST
TRUTTLING, BEDAHLIA ET AL
5TH AVE
EMERY, MORGAN & NAOMI
5TH AVE
WOODS, JAMES F & CLEMENTINE
5TH AVE
WILLIAMS, DEBORAH A & FRANK E T / E
MCKINLEY ST
BURNS,
TOMMIE J III
TAFT ST
CURTIS,
JOE N
TAFT ST
STILES, JIM
TAFT ST
DILLARD,
THRUMAN &
WHIERMELDIA L.
TAFT ST
FIRST CLASS
EQUITIES LLC
TAFT ST
SCOTT, STAN
TAFT ST
ELLIS-SANDERS,
JANETTE
TAFT ST
HULETT,
STEPHANIE
TAFT ST
REEVES,
DARRELL G
TAFT ST
FLOWERS,
EARNEST D &
MAGGIE M
TAFT ST
DAY, ROBERT
TAFT ST
CURTIS, APRIL
TAFT ST
KAY-CEE
INVESTMENTS LLC
6TH AVE
REESE,
VALERIE
TAFT ST
F H GROUP INC
ROOSEVELT ST
WILLIAMS,
THOMAS ET AL
ROOSEVELT ST
HORD,
EDWYNA R
ROOSEVELT ST
HORD, JANET R &
EDWYNA HORD
J/T R/S
ROOSEVELT ST
LASTER,
FRANK B. &
LINDA M.
ROOSEVELT ST
BARNES, LESLIE
& SHARON H&W
ROOSEVELT ST
OFFETT,
ROSEMARY
ROOSEVELT ST
HARRIS, SYLINDA
( MARVIN BEN
TAYLOR RETAINS
HIS INTEREST)
ROOSEVELT ST
WHITE GLOVE
PROPERTIES LLC
ROOSEVELT ST
PEOPLES,
ROSALIE
ROOSEVELT ST
GONZALES,
HIRAM B & LYDIA
J H&W
ROOSEVELT ST
THORNTON,
TONJA
ROOSEVELT ST
HULETT, TONI E
ROOSEVELT ST
SHIELS, KATHY D
ROOSEVELT ST
KNOWLES,
FELICIA T
ROOSEVELT ST
STIFF, CLYDE
ROOSEVELT ST
DUNHAM,
HELEN J
ROOSEVELT ST
MASSIE, DARYL A
ROOSEVELT ST
JOHNSON, JAMES
Z. & ARMOR G.
ROOSEVELT ST
RICHARDSON,
ALEX H & STAR
ROOSEVELT ST
DARCENEAUX,
ANTONIO & DAWN
J / T R / S
ROOSEVELT ST
S&A HOMES LLC
ROOSEVELT ST
REEVES, LULA
MCKINLEY ST
CANNON,
SANDREW &
CHANDRA
CANNON J/T R/S
MCKINLEY ST
ROCHE, DORA &
JONES ANDREW
J / T R / S
MCKINLEY ST
JAMISON,
GOVERNOR
MCKINLEY ST
HARDNETT,
TONDRALEAR
MCKINLEY ST
TURNER, DONNA
MCKINLEY ST
WELFORD,
JAMES
MCKINLEY ST
WELFORD, ETHEL
MARIE & JAMES B
MCKINLEY ST
PREMIER HOMES
REALTY LLC
MCKINLEY ST
RADICAL
PROPERTIES LLC
MCKINLEY ST
JEFFRIES, TONI J
6TH AVE
PIGGEE, JAMES
MCKENNITH
TAFT ST
MIDDLETON,
JULIUS J
ROOSEVELT ST
FO
R
C O
N
TI
N U
AT
IO
N S
EE
S
H
EE
T C
-0
1 1
GENERAL SHEET NOTESGENERAL SHEET NOTES
SHEET KEYNOTES
LEGEND
1. LATERALS SHALL NOT BE REINSTATED TO VACANT LOTS OR UNINHABITABLE
PROPERTIES. VERIFY PROPERTIES WITH CITY OF GARY. ALL OTHER LATERAL
SHALL BE REINSTATED FOR CIPP LINING AND FULL AND PARTIAL
REPLACEMENTS.
BASE BID \ OPTION X
BASE BID \ OPTION X
PARTIAL REPLACE MENT
BASE BID \ OPTION X
MANHOLE TO MANHOLE REPLACEMENT
UTILITY AND PIPELINE EASEMENT
A PERPETUAL AND ASSIGNABLE EASEMENT AND RIGHT OF WAY IN, OVER AND
ACROSS THE LAND DESCRIBED IN THESE DRAWINGS FOR THE LOCATION,
CONSTRUCTION, OPERATION, MAINTENANCE, ALTERATION, REPAIR, PATROL OF
THIS WATER MAIN; TOGETHER WITH THE RIGHT TO TRIM, CUT, FELL AND REMOVE
THEREFROM ALL TREES, UNDERBRUSH, OBSTRUCTIONS, AND ANY OTHER
VEGETATION, STRUCTURES, OR OBSTACLES WITHIN THE LIMITS OF THE
RIGHT-OF-WAY; RESERVING, HOWEVER, TO THE OWNERS, THEIR HEIRS AND
ASSIGNS, ALL SUCH RIGHTS AND PRIVILEGES IN THE LAND AS MAY BE USED
WITHOUT INTERFERING WITH OR ABRIDGING THE RIGHTS AND EASEMENT
HEREBY ACQUIRED; SUBJECT, HOWEVER, TO EXISTING EASEMENTS FOR PUBLIC
ROADS AND HIGHWAYS, PUBLIC UTILITIES, RAILROADS AND PIPELINES.
A
VACANT OR UNINHABITABLE PROPERTY
MANHOLE TO MANHOLE REPLACEMENT
HEAVY CLEANING
ROOT REMOVAL
HEAVY CLEANING, MAINLINE GROUTING
ROOT REMOVAL, HEAVY CLEANING
HEAVY CLEANING, DEFECTIVE LATERAL CONNECTION GROUTING
HEAVY CLEANING, MAINLINE GROUTING, DEFECTIVE LATERAL CONNECTION GROUTING
ROOT REMOVAL, HEAVY CLEANING, MAINLINE GROUTING
ROOT REMOVAL, MAINLINE GROUTING, DEFECTIVE LATERAL CONNECTION GROUTING
ROOT REMOVAL, HEAVY CLEANING, MAINLINE GROUTING, DEFECTIVE LATERAL,
CONNECTION GROUTING
INSTALL CIPP LINER
INSTALL CIPP LINER, REINSTATE LATERALS AFTER CIPP LINING
INSTALL CIPP LINER, CUT PROTRUDING TAPS, REINSTATE LATERALS AFTER CIPP LINING
ROOT REMOVAL, MAINLINE GROUTING
MAINLINE GROUTING, DEFECTIVE LATERAL CONNECTION GROUTING
MAINLINE GROUTING
SECTIONAL CIPP LINER
B
C
D
E
F
G
H
J
K
L
M
N
P
Q
R
O
PT
IO
N
: R
EH
AB
IL
IT
AT
IO
N (M
H
T O
M H
BA
SE
B
ID
: R
EH
AB
IL
IT
AT
IO
NK M
O
PT
IO
N
: R
EH
AB
IL
IT
AT
IO
N (M
H
T O
M H
BA
SE
B
ID
: R
EH
AB
IL
IT
AT
IO
N
STR. NO. 2540
STR. NO. 2539
STR. NO. 2316
STR. NO. 2319
STR. NO. 2313
STR. NO. 2315
STR. NO. 2604
STR. NO. 2605
STR. NO. 2320
STR. NO. 2321
STR. NO. 2322
STR. NO. 2323
STR. NO. 2312
STR. NO. 2311
STR. NO. 2317
STR. NO. 2318
STR. NO. 2314
EX
. 1
2" V
C P
EX
. 1
2" V
C P
OPTION 2: REHABILITATION
(MH 2604 TO MH 2605 ) N
EX. 12" VCP
EX. 12" VCP
EX. 10" CMP
EX
. 1
2" V
C P
EX
. 1
2" V
C P
EX
. 1
2" V
C P
EX
. 1
2" V
C P
EX. 12" VCPEX. 10" VCPEX. 12" VCP
EX
. 1
2" V
C P
EX
. 1
2" V
C P
EX
. 1
2" V
CP
EX. 12" VCP
EX. 12" VCP
OPTION 2: REHABILITATION
(MH 2605 TO MH 2319 ) N
OPTION 2: REHABILITATION
(MH 2317 TO MH 2316 )
BASE BID: REHABILITATIONG
M
O
PT
IO
N
2:
R
EH
AB
IL
IT
AT
IO
N
(M H
T O
M H
BA
SE
B
ID
: R
EH
AB
IL
IT
AT
IO
NE L
O
PT
IO
N
: R
EH
AB
IL
IT
AT
IO
N (M
H
T O
M H
BA
SE
B
ID
: R
EH
AB
IL
IT
AT
IO
NK N
OPTION 2: REHABILITATION
(MH 2318 TO MH 2319 )
BASE BID: REHABILITATIONB
N
OPTION 2: REHABILITATION
(MH 2312 TO MH 2311 )
BASE BID: REHABILITATIONG
M
O
PT
IO
N
: R
EH
AB
IL
IT
AT
IO
N (M
H
T O
M H
BA
SE
B
ID
: R
EH
AB
IL
IT
AT
IO
NK N
O
PT
IO
N
: R
EH
AB
IL
IT
AT
IO
N (M
H
T O
M H
BA
SE
B
ID
: R
EH
AB
IL
IT
AT
IO
NJ N
O
PT
IO
N
: R
EH
AB
IL
IT
AT
IO
N (M
H
TO
M
H
BA
SE
B
ID
: R
EH
AB
IL
IT
AT
IO
NB S
O
PT
IO
N
: R
EH
AB
IL
IT
AT
IO
N (M
H
T O
M H
BA
SE
B
ID
: R
EH
AB
IL
IT
AT
IO
ND M
OPTION 2: REHABILITATION
(MH TO MH 2322 )
BASE BID: REHABILITATIONH
M
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
SHEET ID
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
AM
ER
IC
AN
S
TR
U C
TU
R
E
PO
IN
T, IN
C
R
IV
ER
R O
AD
, S
U
IT
E
IN
D
IA
N
AP
O
LI
S, IN
D
IA
N A
C H
IC
AG
O D
IS
TR
IC
T
C H
IC
AG
O , I
LL
IN
O
IS
-0
9-
AN
SI
D
W
2P 6-
-B
-0
G
AR
Y
SA
N
IT
AR
Y
D
IS
TR
IC
T H
O R
AC
E
M
AN
N S
EW
ER
R
EH
AB
IL
IT
AT
IO
N
P R
O
JE
C T
SOLICITATION SET (NO DATE)
C
LF
M
YG
KC
S
KC
S
D1 SANITARY REHABILITATION PLAN
SCALE: 1"=40' 40' 80'0
N
PARTIAL REPLACEMENT REQUIRED
PRIOR TO BASE BID REHABILITATION
(SEE SHEET C-103)
ALLEY
AR
TH
U R
S T.
C
LE
VE
LA
N D
S T.
AL
LE
Y
M cK
IN
LE
Y
ST
8TH AVE.
ALLEY
AL
LE
Y
SA
N
IT
AR
Y R
EH
AB
IL
IT
AT
IO
N P
LA
N
C-004
DAVIS, SHARELL & EARL E DAVIS SR H&W
MCKINLEY ST
SEASE, ARTHUR W &
SEASE BOBBIE L
MCKINLEY ST
WASHINGTON,
MACK & JOSIE
MCKINLEY ST
GRIMES, VERNON &
LILLIE B H&W
MCKINLEY ST
WEBSTER, BILLY C.
& DELORISE
MCKINLEY ST
BEYIOKU, KENYA M
MCKINLEY ST
VDOVYCHENKO,
EUGENE
MCKINLEY ST
SPIRES, ANTHONY & DOROTHY SPIRES
H & W AND
(JIMMY CHRISTMAS RETAINS HIS INT)
CLEVELAND ST
SMITH, LENROW H. & SMITH
BURNADINE
CLEVELAND ST
SMITH, FRANK L
CLEVELAND ST
BREWER, LARRY
CLEVELAND ST
NICHOLS,
JUANITA
CLEVELAND ST
FRAZIER,
TERRANCE N
CLEVELAND ST
WESTON, JANICE L
CLEVELAND ST
WALKER, GREGORY L &
SHARON N H&W
ARTHUR ST
SIMS, ARTHUR L & BERTHA
G H & W
ARTHUR ST
WILLIS., LOSHAY A
ARTHUR ST
CARGLE, SANDRA R
ARTHUR ST
HEADD, WALTER III
ARTHUR ST
MILLER, MARY E
ARTHUR ST
LYONS, EMERALD & HELEN (H&W)
ARTHUR ST
LACY, MARY ANN, JULIE ANN
FOSSETT-ANDERSON, DAVID
FOSSETT & PHYLLIS JEAN
TURNER J/T R/S
8TH AVE
HAIRSTON, JUBLE
769 CLEVELAND
ST
LEWIS,
MARGARET &
DANA 759-65
CLEVELAND ST
TURNER, GRACE
755 CLEVELAND
ST
PREMIER
PARTNERS LLC
743-49
CLEVELAND ST
SCOTT, RONALD
R & EARLIE S HILL
735 CLEVELAND
ST
FOSSETT, DAVID
729 CLEVELAND
ST
COHN, SCOTT 725
CLEVELAND ST
TOLLIVER, JEROME AND DEENA J
TOLLIVER H & W
CLEVELAND ST
IN
DI
AN
A
LA
ND
T R
CO
T
RS
O
F
TR
DT
D
2- 6-
K
NO
W
N
AS
T R
#6
8T H
AV
E
BA
NK
C
AL
UM
ET
T
RU
ST
P
8T H
AV
E
HO
LM
AN
, D
AV
ID
8T H
AV
E
JU
M
PE
R, R
AY
M O
ND
8T
H
AV
E G
RE
EN
E, D
O
NA
LD
B
A
LM
ED
A B.
8T H
AV
E
W
AR
D, J
ER
LE
AN
8T
H
AV
E
ED
W
AR
DS
, D
IA
NE
T
8T
H
AV
E
G
RA
Y
RE
G
IN
AL
D
M
8T H
AV
E
M
AR
SH
AL
L, L
AT
AN
YA
8T
H
AV
E
LY
LE
S, W
IL
LI
E
C.
H
AZ
EL
L
8T H
AV
E
DI
XO
N, F
RA
NK
IE
L
L
IN
DA
H &W
8T H
AV
E
SC
O
TT
, E
D D
IE
L
S R
8T H
A
VE
C H
IL
D
S, H
EN
R
Y L
R
O
SE
M
AR
Y
8T
H A
VE
KE
LL
IE
H
AN
, R
O N
N
IE
G S
R
8T
H A
VE
W O
O D
S, C
J
BE
TT
Y M
W O
O D
S
8T
H A
VE
YO
U
N G
ET
LC
IS
L
LC
8T
H A
VE
LAKESIDE LAND TRUST
ARTHUR ST
MCWILLIAMS, CHARLES
& EDDIE M.
ARTHUR ST
MARSHALL, JAMES
ARTHUR ST
W
AL
KE
R, L
EO
N
JA
NI
CE
8T H
AV
E
PARTIAL REPLACEMENT REQUIRED
PRIOR TO BASE BID REHABILITATION
(SEE SHEET C-103)
PARTIAL REPLACEMENT
REQUIRED PRIOR TO BASE
BID REHABILITATION
(SEE SHEET C-104)
PARTIAL REPLACEMENT REQUIRED
PRIOR TO BASE BID REHABILITATION
(SEE SHEET C-102)
GENERAL SHEET NOTESGENERAL SHEET NOTES
SHEET KEYNOTES
LEGEND
1. LATERALS SHALL NOT BE REINSTATED TO VACANT LOTS OR UNINHABITABLE
PROPERTIES. VERIFY PROPERTIES WITH CITY OF GARY. ALL OTHER LATERAL
SHALL BE REINSTATED FOR CIPP LINING AND FULL AND PARTIAL
REPLACEMENTS.
BASE BID \ OPTION X
BASE BID \ OPTION X
PARTIAL REPLACE MENT
BASE BID \ OPTION X
MANHOLE TO MANHOLE REPLACEMENT
UTILITY AND PIPELINE EASEMENT
A PERPETUAL AND ASSIGNABLE EASEMENT AND RIGHT OF WAY IN, OVER AND
ACROSS THE LAND DESCRIBED IN THESE DRAWINGS FOR THE LOCATION,
CONSTRUCTION, OPERATION, MAINTENANCE, ALTERATION, REPAIR, PATROL OF
THIS WATER MAIN; TOGETHER WITH THE RIGHT TO TRIM, CUT, FELL AND REMOVE
THEREFROM ALL TREES, UNDERBRUSH, OBSTRUCTIONS, AND ANY OTHER
VEGETATION, STRUCTURES, OR OBSTACLES WITHIN THE LIMITS OF THE
RIGHT-OF-WAY; RESERVING, HOWEVER, TO THE OWNERS, THEIR HEIRS AND
ASSIGNS, ALL SUCH RIGHTS AND PRIVILEGES IN THE LAND AS MAY BE USED
WITHOUT INTERFERING WITH OR ABRIDGING THE RIGHTS AND EASEMENT
HEREBY ACQUIRED; SUBJECT, HOWEVER, TO EXISTING EASEMENTS FOR PUBLIC
ROADS AND HIGHWAYS, PUBLIC UTILITIES, RAILROADS AND PIPELINES.
A
VACANT OR UNINHABITABLE PROPERTY
MANHOLE TO MANHOLE REPLACEMENT
HEAVY CLEANING
ROOT REMOVAL
HEAVY CLEANING, MAINLINE GROUTING
ROOT REMOVAL, HEAVY CLEANING
HEAVY CLEANING, DEFECTIVE LATERAL CONNECTION GROUTING
HEAVY CLEANING, MAINLINE GROUTING, DEFECTIVE LATERAL CONNECTION GROUTING
ROOT REMOVAL, HEAVY CLEANING, MAINLINE GROUTING
ROOT REMOVAL, MAINLINE GROUTING, DEFECTIVE LATERAL CONNECTION GROUTING
ROOT REMOVAL, HEAVY CLEANING, MAINLINE GROUTING, DEFECTIVE LATERAL,
CONNECTION GROUTING
INSTALL CIPP LINER
INSTALL CIPP LINER, REINSTATE LATERALS AFTER CIPP LINING
INSTALL CIPP LINER, CUT PROTRUDING TAPS, REINSTATE LATERALS AFTER CIPP LINING
ROOT REMOVAL, MAINLINE GROUTING
MAINLINE GROUTING, DEFECTIVE LATERAL CONNECTION GROUTING
MAINLINE GROUTING
SECTIONAL CIPP LINER
B
C
D
E
F
G
H
J
K
L
M
N
P
Q
R
S
1 1
STR. NO. 2331
STR. NO. 2329
STR. NO. 2327
STR. NO. 2328
STR. NO. 2325
STR. NO. 2330 STR. NO. 2332 STR. NO. 2333 STR. NO. 2334
STR. NO. 2326
OPTION 1: REHABILITATION
(MH 2328 TO MH 2329 )
BASE BID: REHABILITATIONH
M OPTION 1: REHABILITATION
(MH 2330 TO MH 2331 )
BASE BID: REHABILITATIONK
M OPTION 1: REHABILITATION
(MH 2332 TO MH 2333)
BASE BID: REHABILITATIONF
M OPTION 1: REHABILITATION
(MH 2333 TO MH 2334 )
BASE BID: REHABILITATIONP
M
EX. 15" VCP EX. 15" VCP EX. 15" VCP
EX
. 3
0" V
C P
EX
. 3
0" V
C P
EX. 15" VCP
EX
. 3
0" V
C P
EX. 15" VCP EX. 15" VCP EX. 15" VCP
EX. 30" VCP
EX. 30" VCP
EX. 30" V
CP
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
SHEET ID
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
AM
ER
IC
AN
S
TR
U C
TU
R
E
PO
IN
T, IN
C
R
IV
ER
R O
AD
, S
U
IT
E
IN
D
IA
N
AP
O
LI
S, IN
D
IA
N A
C H
IC
AG
O D
IS
TR
IC
T
C H
IC
AG
O , I
LL
IN
O
IS
-0
9-
AN
SI
D
W
2P 6-
-B
-0
G
AR
Y
SA
N
IT
AR
Y
D
IS
TR
IC
T H
O R
AC
E
M
AN
N S
EW
ER
R
EH
AB
IL
IT
AT
IO
N
P R
O
JE
C T
SOLICITATION SET (NO DATE)
C
LF
M
YG
KC
S
KC
S
D1 SANITARY REHABILITATION PLAN
SCALE: 1"=40' 40' 80'0
N
MCKINLEY ST.
ALLEY
CLEVELAND ST.
6T H
A
VE
7H A
VE
SA
N
IT
AR
Y R
EH
AB
IL
IT
AT
IO
N P
LA
N
C-005
SCOTT,
KASHONTIA S
MCKINLEY ST
MOORE, GEORGE
W. & MARY E.
MCKINLEY ST
FIFTH AVE
UNITED METH CH
OF GARY
MCKINLEY ST
BLAND, MARY E
MCKINLEY ST
GEARRING,
DENVER JR. &
PATRICIA A.
MCKINLEY ST
HOPKINS, LILLIAN F
& ANTOINETTE L
HOPKINS J/T R/S
MCKINLEY ST
MASSIE, WILLIAM
H & LINDA J TR TR
MCKINLEY ST
RILEY,
ROOSEVELT M &
WANDA J
CLEVELAND ST
TRAMEL,
NATHAN JR
CLEVELAND ST
CARTER, SAMMY
& VERNA J.
CLEVELAND ST
CLARK,
EARNESTINE
CLEVELAND ST
FRONCZAK,
RICHARD Z. &
HELEN M.
CLEVELAND ST
WARD, JEFFREY
CLEVELAND ST
GIVENS, JAMES &
LETTIE M
CLEVELAND ST
JEFFERSON,
JOQUELLA B
MCKINLEY ST
HOBSON,
ANTOINETTE L
MCKINLEY ST
LOTT, WALTER &
GLADYS
MCKINLEY ST
BAES, ORLANDO
VALDEZ
MCKINLEY ST
COHN, SCOTT N.
& TONI COHN
MCKINLEY ST
STURDIVANT,
THERESA M
MCKINLEY ST
FREEMAN,
ANTHONY &
SHEILA FREEMAN
H & W
MCKINLEY ST
DIX, KEVIN
MCKINLEY ST
MERINO, DALIA
MCKINLEY ST
TREJO, JAVIER
CLEVELAND ST
SCOPE,
TERRENCE E &
PEGGY A SCOPE
TRS UNDER
TERRENCE AND
PEGGY SCOPE
LIVING TRUST
DTD 12/13/10
(TERRENCE E
SCOPE & PEGGY
A SCOPE R/ 612
CLEVELAND ST
CUNNINGHAM,
TYRONE
CLEVELAND ST
CAMPBELL,
CANDICE
CLEVELAND ST
SIMMONS,
EDWARD
LEVERNE &
BETTY R
CLEVELAND ST
MABINS, LINCOLN
JR. & YVONNE
CLEVELAND ST
MORRIS,
KATHLEEN
CLEVELAND ST
WILLIAMS,
CHERREL &
DONALD H&W
CLEVELAND ST
ELDRIDGE, LEWIS
H & GLORIA J
7TH AVE
GENERAL SHEET NOTESGENERAL SHEET NOTES
SHEET KEYNOTES
LEGEND
1. LATERALS SHALL NOT BE REINSTATED TO VACANT LOTS OR UNINHABITABLE
PROPERTIES. VERIFY PROPERTIES WITH CITY OF GARY. ALL OTHER LATERAL
SHALL BE REINSTATED FOR CIPP LINING AND FULL AND PARTIAL
REPLACEMENTS.
BASE BID \ OPTION X
BASE BID \ OPTION X
PARTIAL REPLACE MENT
BASE BID \ OPTION X
MANHOLE TO MANHOLE REPLACEMENT
UTILITY AND PIPELINE EASEMENT
A PERPETUAL AND ASSIGNABLE EASEMENT AND RIGHT OF WAY IN, OVER AND
ACROSS THE LAND DESCRIBED IN THESE DRAWINGS FOR THE LOCATION,
CONSTRUCTION, OPERATION, MAINTENANCE, ALTERATION, REPAIR, PATROL OF
THIS WATER MAIN; TOGETHER WITH THE RIGHT TO TRIM, CUT, FELL AND REMOVE
THEREFROM ALL TREES, UNDERBRUSH, OBSTRUCTIONS, AND ANY OTHER
VEGETATION, STRUCTURES, OR OBSTACLES WITHIN THE LIMITS OF THE
RIGHT-OF-WAY; RESERVING, HOWEVER, TO THE OWNERS, THEIR HEIRS AND
ASSIGNS, ALL SUCH RIGHTS AND PRIVILEGES IN THE LAND AS MAY BE USED
WITHOUT INTERFERING WITH OR ABRIDGING THE RIGHTS AND EASEMENT
HEREBY ACQUIRED; SUBJECT, HOWEVER, TO EXISTING EASEMENTS FOR PUBLIC
ROADS AND HIGHWAYS, PUBLIC UTILITIES, RAILROADS AND PIPELINES.
PARTIAL REPLACEMENT REQUIRED
PRIOR TO BASE BID REHABILITATION
(SEE SHEET C-105)
A
VACANT OR UNINHABITABLE PROPERTY
MANHOLE TO MANHOLE REPLACEMENT
HEAVY CLEANING
ROOT REMOVAL
HEAVY CLEANING, MAINLINE GROUTING
ROOT REMOVAL, HEAVY CLEANING
HEAVY CLEANING, DEFECTIVE LATERAL CONNECTION GROUTING
HEAVY CLEANING, MAINLINE GROUTING, DEFECTIVE LATERAL CONNECTION GROUTING
ROOT REMOVAL, HEAVY CLEANING, MAINLINE GROUTING
ROOT REMOVAL, MAINLINE GROUTING, DEFECTIVE LATERAL CONNECTION GROUTING
ROOT REMOVAL, HEAVY CLEANING, MAINLINE GROUTING, DEFECTIVE LATERAL,
CONNECTION GROUTING
INSTALL CIPP LINER
INSTALL CIPP LINER, REINSTATE LATERALS AFTER CIPP LINING
INSTALL CIPP LINER, CUT PROTRUDING TAPS, REINSTATE LATERALS AFTER CIPP LINING
ROOT REMOVAL, MAINLINE GROUTING
MAINLINE GROUTING, DEFECTIVE LATERAL CONNECTION GROUTING
MAINLINE GROUTING
SECTIONAL CIPP LINER
B
C
D
E
F
G
H
J
K
L
M
N
P
Q
R
STR. NO. 2302 STR. NO. 2299STR. NO. 2300
STR. NO. 2301
STR. NO. 2308
STR. NO. 2297
STR. NO. 2296 STR. NO. 2296a STR. NO. 2293
STR. NO. 2303
STR. NO. 2298
STR. NO. 2307STR. NO. 2306STR. NO. 2305STR. NO. 2304
N O 1
OPTION 2: REHABILITATION
(MH 2305 TO MH 2306 )
BASE BID: REHABILITATIONC
M OPTION 2: REHABILITATION
(MH 2306 TO MH 2307)
BASE BID: REHABILITATIONG
M OPTION 2: REHABILITATION
(MH 2307 TO MH 2308)
BASE BID: REHABILITATIONK
N
O
PT
IO
N
: R
EH
AB
IL
IT
AT
IO
N (M
H
TO
M
H
BA
SE
B
ID
: R
EH
AB
IL
IT
AT
IO
NK M
O
PT
IO
N
: R
EH
AB
IL
IT
AT
IO
N (M
H
T O
M H
N
OPTION 2: REHABILITATION
(MH 2296a TO MH 2293 )
BASE BID: REHABILITATIONK
MOPTION 2: REHABILITATION
(MH 2298 TO MH 2296 )
BASE BID: REHABILITATIONK
N
(MH 2300 TO MH 2299 )
BASE BID: REHABILITATIONQ
OPTION 2: REHABILITATION
(MH 2301 TO MH 2300 )
BASE BID: REHABILITATIONK
N
(MH 2302 TO MH 2301 )
BASE BID: REHABILITATIONB
OPTION 2: REHABILITATION(MH 2296 TO MH 2296a)
BASE BID: REHABILITATIONB
L
EX. 12" VCP EX. 12" VCP EX. 12" VCP EX. 12" VCP EX. 12" VCP
EX
. 1
2" V
C P
EX
. 1
2" V
C P
EX
. 1
5" V
C P
EX. 20" VCPEX. 12" VCPEX. 12" VCPEX. 12" VCPEX. 10" VCPEX. 10" VCP
EX
. 4
2" V
C P
EX. 20" VCP
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
SHEET ID
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
AM
ER
IC
AN
S
TR
U C
TU
R
E
PO
IN
T, IN
C
R
IV
ER
R O
AD
, S
U
IT
E
IN
D
IA
N
AP
O
LI
S, IN
D
IA
N A
C H
IC
AG
O D
IS
TR
IC
T
C H
IC
AG
O , I
LL
IN
O
IS
-0
9-
AN
SI
D
W
2P 6-
-B
-0
G
AR
Y
SA
N
IT
AR
Y
D
IS
TR
IC
T H
O R
AC
E
M
AN
N S
EW
ER
R
EH
AB
IL
IT
AT
IO
N
P R
O
JE
C T
SOLICITATION SET (NO DATE)
C
LF
M
YG
KC
S
KC
S
D1 SANITARY REHABILITATION PLAN
SCALE: 1"=40' 40' 80'0
N
SA
N
IT
AR
Y R
EH
AB
IL
IT
AT
IO
N P
LA
N
C-006
GARFIELD ST.
HAYES ST.
ARTHUR ST.
ALLEY
7T H
A
VE
8T H
A
VE
ALLEY
LAMB, PERCY L
& JANICE E
HAYES ST
GUYTON,
MARY ANN
7TH AVE
SWOPE, MELVIN O
LIVING TR DTD
2-22-19 (UND 1/2 INT)
AND INEZ M SWOPE
LIVING TR DTD
2-22-19 (UND 1/2 INT)
ARTHUR ST
LOOMAN,
PATRICIA F
ARTHUR ST
COLEMAN,
MYRTLE
ARTHUR ST
DIXON, NONA
ARTHUR ST
ATWATER,
CHAKA A
GARFIELD ST
JMD
CONSTRUCTION
LLC
GARFIELD ST
WILLIAMS,
MARY E
GARFIELD ST
JOHNSON,
TERRY &
LINDA S
ARTHUR ST
TAYLOR,
HORTENSE L
ARTHUR ST
CHRISTOPHER,
LADONNA
WATKINS
ARTHUR ST
CLARK,
LYNN M
HAYES ST
COLE,
GLENWOOD W. &
GENEVA
HAYES ST
WASHINGTON,
ERIC A
HAYES ST
JOHNSON, DORIS
HAYES ST
RUCKER, LILLIAN
HAYES ST
AFFORDABLE
INDIANA
HOMES LLC
HAYES ST
JONES,
GERALDINE
L ET AL
HAYES ST
MORROW,
OTHOS E
HAYES ST
MABLE, MICHAEL A
837-39
GARFIELD ST
W
AL
KE
R
, A N
TH
O
N Y
G
AR
FI
EL
D S
T DORSEY, EDGAR
M & CLARA B
GARFIELD ST
W
IL
KI
N
S, L
O
IS
A N
N (C
O R
A W
IL
KI
N
SL
R
L)
G
AR
FI
EL
D
S T
GORHAM, IRVING
M & MARY H&W
GARFIELD ST
LD
A
R E
I, LL
C
G
AR
FI
EL
D
S T
FULLER,
SYLVIA
8TH AVE
WILDERNESS,
RUBY
GARFIELD ST G
U
LL
EY
, L
O R
EN
E
G
AR
FI
EL
D S
T
CHRISTIAN, HERMAN
& MATILDA
GARFIELD ST
R O
BI
N
SO
N
, R
AY
N
AR
D
G
AR
FI
EL
D
S T
WOLF, MELVIN
GARFIELD ST AR
LE
NE
T
W O
LL
C
HE
LE
N
ON
E
LL
C
(D
IV
ID
ED
1/ 2 I
NT
ER
ES
T
T/ C)
GA
RF
IE
LD
S T
NWAWUEZE,
JOSEPHINE
GARFIELD ST
HUNT, JASPER R
ARTHUR ST
CEASER,
LEROY &
SANDRA
ARTHUR ST
JOHNSON,
TERRY &
LINDA
ARTHUR ST
TAYLOR,
JOHN M
GARFIELD ST
SMITH,
VERSIE L
GARFIELD ST
BO
X, D
EW
AY
N
E
ET
A L
G
AR
FI
EL
D S
T DURRANI,
INAM
GARFIELD ST
SEWOOD, OTIS L
GARFIELD ST
PRINCE, LAVINIA
GARFIELD ST
BYNUM, SHIRLEY
M ET AL
GARFIELD ST YOUNGETLCIS
LLC
GARFIELD ST
HALL JR,
CLARENCE
GARFIELD ST
LDA RE I LLC
GARFIELD ST
WILSON,
STEVEN
GARFIELD ST
ANDERSON,
ARTHUR SR
AND EDNA
ANDERSON
T/E
GARFIELD ST
BURROUGHS,
BEULAH
GARFIELD ST
KENT,
VINCENT B
GARFIELD ST
SNELLING,
GEORGE ANN
ELLIS
GARFIELD ST
LORD, THELMA
M, DEMOND S
LORD, LAKELA
T WILSON J / T
ARTHUR ST
HOUSTON, MYRAH
ARTHUR ST
BARTON, OLA
ARTHUR ST
BRADSHAW,
PEARL &
ANGELO W&H
ARTHUR ST
BERRY, LANAIL &
DARLENE
7TH AVE
WRIGHT, DAVID
HAYES ST
JOHNSON,
AMOS &
PAMELA D H&W
HAYES ST
TAYLOR,
CHERYL D
HAYES ST
CLARK,
FREDDIE J
HAYES ST
JOHNSON,
CHARLES E
HAYES ST
THOMAS, MARY
ANN & LINDA ANN
DEMBY AS J/T R/S
HAYES ST
F H GROUP INC
HAYES ST
POINTER, LINDA
HAYES ST
FOX, MICHAEL
HAYES ST
1 1 1 1
1 1 1
GENERAL SHEET NOTESGENERAL SHEET NOTES
SHEET KEYNOTES
LEGEND
1. LATERALS SHALL NOT BE REINSTATED TO VACANT LOTS OR UNINHABITABLE
PROPERTIES. VERIFY PROPERTIES WITH CITY OF GARY. ALL OTHER LATERAL
SHALL BE REINSTATED FOR CIPP LINING AND FULL AND PARTIAL
REPLACEMENTS.
BASE BID \ OPTION X
BASE BID \ OPTION X
PARTIAL REPLACE MENT
BASE BID \ OPTION X
MANHOLE TO MANHOLE REPLACEMENT
UTILITY AND PIPELINE EASEMENT
A PERPETUAL AND ASSIGNABLE EASEMENT AND RIGHT OF WAY IN, OVER AND
ACROSS THE LAND DESCRIBED IN THESE DRAWINGS FOR THE LOCATION,
CONSTRUCTION, OPERATION, MAINTENANCE, ALTERATION, REPAIR, PATROL OF
THIS WATER MAIN; TOGETHER WITH THE RIGHT TO TRIM, CUT, FELL AND REMOVE
THEREFROM ALL TREES, UNDERBRUSH, OBSTRUCTIONS, AND ANY OTHER
VEGETATION, STRUCTURES, OR OBSTACLES WITHIN THE LIMITS OF THE
RIGHT-OF-WAY; RESERVING, HOWEVER, TO THE OWNERS, THEIR HEIRS AND
ASSIGNS, ALL SUCH RIGHTS AND PRIVILEGES IN THE LAND AS MAY BE USED
WITHOUT INTERFERING WITH OR ABRIDGING THE RIGHTS AND EASEMENT
HEREBY ACQUIRED; SUBJECT, HOWEVER, TO EXISTING EASEMENTS FOR PUBLIC
ROADS AND HIGHWAYS, PUBLIC UTILITIES, RAILROADS AND PIPELINES.
PARTIAL REPLACEMENT REQUIRED
PRIOR TO BASE BID REHABILITATION
(SEE SHEET C-101)
A
VACANT OR UNINHABITABLE PROPERTY
MANHOLE TO MANHOLE REPLACEMENT
HEAVY CLEANING
ROOT REMOVAL
HEAVY CLEANING, MAINLINE GROUTING
ROOT REMOVAL, HEAVY CLEANING
HEAVY CLEANING, DEFECTIVE LATERAL CONNECTION GROUTING
HEAVY CLEANING, MAINLINE GROUTING, DEFECTIVE LATERAL CONNECTION GROUTING
ROOT REMOVAL, HEAVY CLEANING, MAINLINE GROUTING
ROOT REMOVAL, MAINLINE GROUTING, DEFECTIVE LATERAL CONNECTION GROUTING
ROOT REMOVAL, HEAVY CLEANING, MAINLINE GROUTING, DEFECTIVE LATERAL,
CONNECTION GROUTING
INSTALL CIPP LINER
INSTALL CIPP LINER, REINSTATE LATERALS AFTER CIPP LINING
INSTALL CIPP LINER, CUT PROTRUDING TAPS, REINSTATE LATERALS AFTER CIPP LINING
ROOT REMOVAL, MAINLINE GROUTING
MAINLINE GROUTING, DEFECTIVE LATERAL CONNECTION GROUTING
MAINLINE GROUTING
SECTIONAL CIPP LINER
B
C
D
E
F
G
H
J
K
L
M
N
P
Q
R
STR. NO. 2249 STR. NO. 2250 STR. NO. 2251
STR. NO. 2252 STR. NO. 2253 STR. NO. 2254
STR. NO. 2256
STR. NO. 2255
EX
. 4
2" V
C P
EX
. 4
8" V
C P
EX. 12" VCPEX. 12" VCPEX. 12" VCPEX. 12" VCPEX. 10" VCPEX. 10" VCPEX. 10" VCP
(MH 2249 TO MH 2250 )
BASE BID: REHABILITATIONA
OPTION 2: REHABILITATION
(MH 2251 TO MH 2252 )
BASE BID: REHABILITATIONH
M(SEE SHEET C-100)
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
SHEET ID
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
AM
ER
IC
AN
S
TR
U C
TU
R
E
PO
IN
T, IN
C
R
IV
ER
R O
AD
, S
U
IT
E
IN
D
IA
N
AP
O
LI
S, IN
D
IA
N A
C H
IC
AG
O D
IS
TR
IC
T
C H
IC
AG
O , I
LL
IN
O
IS
-0
9-
AN
SI
D
W
2P 6-
-B
-0
G
AR
Y
SA
N
IT
AR
Y
D
IS
TR
IC
T H
O R
AC
E
M
AN
N S
EW
ER
R
EH
AB
IL
IT
AT
IO
N
P R
O
JE
C T
SOLICITATION SET (NO DATE)
C
LF
M
YG
KC
S
KC
S
D1 SANITARY REHABILITATION PLAN
SCALE: 1"=40' 40' 80'0
N
SA
N
IT
AR
Y R
EH
AB
IL
IT
AT
IO
N P
LA
N
C-007
8T H
A
VE
. 7T H
A
VE
HAYES ST.
ALLEY
GRANT ST.
KING,
EUGENE A
& PEARL W
H&W
GRANT ST
MARTIN, CHESTER,
JR. & DONNA M.
H&W
HAYES ST
KNIGHTEN,
RUBY L
HAYES ST
PEOPLES,
WILLIE E. &
JULIA
HAYES ST
WASHINGTON,
ERIC
ANTHONY
HAYES ST
W
AS
H
IN
G
TO
N , E
R
IC
A
H
AY
ES
S T
WASHINGTON,
ERIC
HAYES ST
TR
IM
BL
E, ID
A
M
H
AY
ES
S T
H
EN
D
ER
SO
N
, R O
BE
R
T
H
AY
ES
S T
GUY
ENTERPRISES
INC.
HAYES ST
HASKINS,
DAVID E
HAYES ST
FINLEY,
CATINA
HAYES ST
DELAY,
WILMA J
HAYES ST
BODA,
LEAH
HAYES ST
DAVIS,
CARLOS
HAYES ST
HAYES,
MAGGIE M
HAYES ST
CLAY,
MARYANN
HAYES ST
FEARS,
JOE
HAYES ST
CARROLL,
JERRY D &
PEZONIA
LEE H&W
HAYES ST
WHITE,
GREGORY
HAYES ST
GUTIERREZ,
SHARYL L
GRANT STH
IG
H
TO
W
ER
, R
O D
R
IC
K J
G R
AN
T
ST
ES
C
O
BE
D O
, D
AV
ID
AN
G
EL
A
G R
AN
T
ES
C
O
BE
D O
, J O
SE
LY
N A
G R
AN
T
ST
W
AS
H
IN
G
TO
N , E
R
IC
A
G
R
AN
T
ST
W
AS
H
IN
G
TO
N , E
R
IC
A
G
R
AN
T
ST
WASHINGTON,
ERIC A
GRANT ST
WASHINGTON,
ERIC A
GRANT ST
WASHINGTON,
ERIC & MIRIAM
WASHINGTON
J/T 854-58
GRANT ST
RASH,
ROBERTA
GRANT ST
CITY OF
GARY
REDEVELOPMENT
COMMISSION
GRANT ST
COX,
DORTHYNE
GRANT ST
SANDERS,
EVELYN L
GRANT ST
SPILLER,
DENISE &
MEREDITH V
SPILLER JR
GRANT ST
BANK
CALUMET
TRUST#P4274
GRANT ST
DAVENPORT,
DEVELL
GRANT ST
THOMAS,
JOHN L
GRANT ST
MENDOZA,
ALONZO
GRANT ST
GENERAL SHEET NOTESGENERAL SHEET NOTES
SHEET KEYNOTES
LEGEND
1. LATERALS SHALL NOT BE REINSTATED TO VACANT LOTS OR UNINHABITABLE
PROPERTIES. VERIFY PROPERTIES WITH CITY OF GARY. ALL OTHER LATERAL
SHALL BE REINSTATED FOR CIPP LINING AND FULL AND PARTIAL
REPLACEMENTS.
BASE BID \ OPTION X
BASE BID \ OPTION X
PARTIAL REPLACE MENT
BASE BID \ OPTION X
MANHOLE TO MANHOLE REPLACEMENT
UTILITY AND PIPELINE EASEMENT
A PERPETUAL AND ASSIGNABLE EASEMENT AND RIGHT OF WAY IN, OVER AND
ACROSS THE LAND DESCRIBED IN THESE DRAWINGS FOR THE LOCATION,
CONSTRUCTION, OPERATION, MAINTENANCE, ALTERATION, REPAIR, PATROL OF
THIS WATER MAIN; TOGETHER WITH THE RIGHT TO TRIM, CUT, FELL AND REMOVE
THEREFROM ALL TREES, UNDERBRUSH, OBSTRUCTIONS, AND ANY OTHER
VEGETATION, STRUCTURES, OR OBSTACLES WITHIN THE LIMITS OF THE
RIGHT-OF-WAY; RESERVING, HOWEVER, TO THE OWNERS, THEIR HEIRS AND
ASSIGNS, ALL SUCH RIGHTS AND PRIVILEGES IN THE LAND AS MAY BE USED
WITHOUT INTERFERING WITH OR ABRIDGING THE RIGHTS AND EASEMENT
HEREBY ACQUIRED; SUBJECT, HOWEVER, TO EXISTING EASEMENTS FOR PUBLIC
ROADS AND HIGHWAYS, PUBLIC UTILITIES, RAILROADS AND PIPELINES.
PARTIAL REPLACEMENT REQUIRED
PRIOR TO BASE BID REHABILITATION
(SEE SHEET C-100)
1 1
A
VACANT OR UNINHABITABLE PROPERTY
MANHOLE TO MANHOLE REPLACEMENT
HEAVY CLEANING
ROOT REMOVAL
HEAVY CLEANING, MAINLINE GROUTING
ROOT REMOVAL, HEAVY CLEANING
HEAVY CLEANING, DEFECTIVE LATERAL CONNECTION GROUTING
HEAVY CLEANING, MAINLINE GROUTING, DEFECTIVE LATERAL CONNECTION GROUTING
ROOT REMOVAL, HEAVY CLEANING, MAINLINE GROUTING
ROOT REMOVAL, MAINLINE GROUTING, DEFECTIVE LATERAL CONNECTION GROUTING
ROOT REMOVAL, HEAVY CLEANING, MAINLINE GROUTING, DEFECTIVE LATERAL,
CONNECTION GROUTING
INSTALL CIPP LINER
INSTALL CIPP LINER, REINSTATE LATERALS AFTER CIPP LINING
INSTALL CIPP LINER, CUT PROTRUDING TAPS, REINSTATE LATERALS AFTER CIPP LINING
ROOT REMOVAL, MAINLINE GROUTING
MAINLINE GROUTING, DEFECTIVE LATERAL CONNECTION GROUTING
MAINLINE GROUTING
SECTIONAL CIPP LINER
B
C
D
E
F
G
H
J
K
L
M
N
P
Q
R
1. IF APPLICABLE, REFER TO PARTIAL REPLACEMENT DETAIL ON SHEET C-502.
2. SEAL PIPE TO STRUCTURE WITH KOR-N-SEAL, LINK SEAL, OR EQUAL.
3. NATIVE MATERIAL MAY BE USED AS GRANULAR BACKFILL ABOVE PIPES AND
STRUCTURES, IF IT MEETS INDOT B BORROW SPECIFICATIONS.
4. FOR PARTIAL REPLACEMENT, ONCE LENGTH OF PARTIAL REPLACEMENT IS
DETERMINED, FULL DEPTH COMPACTED GRANULAR BACKFILL IS REQUIRED
FOR ENTIRE LENGTH OF REPLACEMENT.
5. RECONNECT ALL EXISTING SANITARY LATERALS TO NEW PIPE AND AT
PARTIAL REPLACEMENT LOCATIONS.
6. SEE WORK LIMITS SHEETS FOR ADDITIONAL REHABILITATION WORK.
7. AT PARTIAL REPLACEMENT LOCATIONS RESTORE ALL DISTURBED PAVEMENT
FROM EDGE TO EDGE OF PAVEMENT.
GENERAL SHEET NOTES
JC
M
M
JG
KM
B
C
LF
PL
AN
A N
D P
R O
FI
LE
SA
N
IT
AR
Y R
EH
AB
IL
IT
AT
IO
N
C-100
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
SHEET ID
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
AM
ER
IC
AN
S
TR
U C
TU
R
E
PO
IN
T, IN
C
R
IV
ER
R O
AD
, S
U
IT
E
IN
D
IA
N
AP
O
LI
S, IN
D
IA
N A
C H
IC
AG
O D
IS
TR
IC
T
C H
IC
AG
O , I
LL
IN
O
IS
-0
9-
AN
SI
D
W
2P 6-
-B
-0
G
AR
Y
SA
N
IT
AR
Y
D
IS
TR
IC
T H
O R
AC
E
M
AN
N S
EW
ER
R
EH
AB
IL
IT
AT
IO
N
P R
O
JE
C T
SOLICITATION SET (NO DATE)
C
LF
M
YG
KC
S
KC
S
RESTORATION LEGEND
ASPHALT REPLACEMENT
GRASS REPLACEMENT
D1 PLAN STA. 10+00 TO STA. 14+25
SCALE: 1"=20'
A1 PROFILE STA. 10+00 TO STA. 14+25
SCALE: HOROIZONTAL 1"=20', VERTICAL 1"=5'
N
20' 40'0
20' 40'0 0 5' 10'
IF DAMAGED, REPLACE
CONCRETE WALL BURIED
BY BRICKS
ALLEY
App. R/W
App. R/W
Ap p.
P ro p.
Ap p.
P ro p.
Ap p.
P ro p.
Ap p.
P ro p.
Ap p.
P ro p.
Ap p.
P ro p.
Ap p.
P ro p.
Ap p.
P ro p.
Ap p.
P ro p.
Ap p.
P ro p.
Ap p.
P ro p.
Ap p.
P ro p.
Ap p.
P ro p.
Ap p.
P ro p.
Ap p.
P ro p.
Ap p.
P ro p.
Ap p.
P ro p.
Ap p.
P ro p.
Ap p.
P ro p.
Ap p.
P ro p.
Ap p.
P ro p.
Ap p.
P ro p.
Ap p.
P ro p.
8TH
STR
EET
R
AI
LR
O
AD
Ap p.
R /W
Ap p.
R /W
App. R /W
App. R /W
KEY MAP - NOT TO SCALE
N10
"8"
"36
EEEEEEEEEEEEEEEE
EE E
EE
COMMCOMMCOMMCOMM EEEEEEEEEEEEEEEE
E
EX. SAN. MH 2252
tr:599.40 inv(n):589.90 inv(s):589.90 inv(ne):592.80 inv(e):593.55
SAN
EX. SAN. MH 2251
tr:600.61 inv(n):590.26 inv(s):590.16
SANSANSANSANSAN
10" vcp
EX. SAN. MH 2250
tr:601.57 inv(n):590.82 inv(s):590.72
SANSANSANSANSAN
10" vcp
EX. SAN. MH 2249
tr:601.59 inv(n):590.99
SANSANSANSANSAN
10" vcp direction only
10" vcp direction only
6" v cp
(gate) (4' chainlink fence)(gate)(gate) (metal fence)
(4' chainlink fence)
(4' chainlink fence)
(5' chainlink fence) (4.5' chainlink fence)
(5' chainlink fence)
(5' chainlink fence) (gate)(gate)
(5' chainlink fence)
(5' wooden fence)
(5'…
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it.