IHC CDF Waste Water Treatment Plant Plans RTA_Plans (August-16-2021).pdf
PDF 28 MB Posted
- Solicitation number
- W912P621R0012
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| File | Type | Posted |
|---|---|---|
| W912P621R0012 AMDT 0005.pdf | ||
| W912P621R0012-0004.pdf | ||
| AMDT 0003.pdf | ||
| AMDT 0002.pdf | ||
| W912P621R0012 AMDT 0001.pdf | ||
| 115264_Indiana_Harbor_CDF_Wastewater_Treatment_Plant_RTA SPECS(18 Aug 21).pdf |
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PROJECT LOCATION
PROJECT LOCATION
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ALL DRAWINGS IN THIS SET.
INDICATE OFFICIAL RECOMMENDATION OF
REQUIRED BY ER 1110-1-8152. SIGNATURES
THE SCOPE OF THEIR EMPLOYMENT AS
ON THESE PROJECT DOCUMENTS WITHIN
TION DESIGNATIONS OF INDIVIDUALS APPEAR
INITIALS OR SIGNATURES AND REGISTRA-
CHICAGO DISTRICT CORPS OF ENGINEERS. THE
THIS PROJECT WAS DESIGNED BY THE
REVIEWED BY:
DRAWINGS CONTAINED IN THE SHEET INDEX.
RECOMMENDATION AND APPROVAL FOR ALL
SIGNATURE AFFIXED BELOW INDICATE OFFICIAL
APPROVED BY:
APPROVAL RECOMMENDED BY:
DATE
JOHN GROBOSKI
DATE DATE
CHIEF, DESIGN SECTION
JOHN GROBOSKI, P.E.
N/A
PROJECT MANAGER
N/A
SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
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INDIANA HARBOR AND CANAL CONFINED DISPOSAL FACILITY
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W912P6-21-C-XXXX
W912P6-21-R-0012
WASTEWATER TREATMENT SERVICE
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CHARLES (ROSS) BYERLEY, P.E.
ATR TEAM LEADER
CHARLES (ROSS) BYERLEY, P.E.
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3500 INDIANAPOLIS BLVD, EAST CHICAGO, INDIANA
CERTIFIED FINAL DOCUMENTS - RTA
CERTIFIED FINAL DOCUMENTS - RTA
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GENERAL NOTES
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FIRE HYDRANT
FLAG POLE
POST
DROP INLET
CATCH BASIN
CULVERT
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INTERMEDIATE CONTOUR
DEPRESSION CONTOUR
APPROXIMATE CONTOUR
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EXISTING OR PROPOSED MONITORING WELL
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AM
SHEET INDEX
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ARMY CORPS OF ENGINEERS, INCLUDING ALL AMENDMENTS TO THE MANUAL POSTED PRIOR TO DATE OF CONTRACT AWARD.
ALL WORK SHALL BE IN ACCORDANCE WITH EM-385-1-1, "SAFETY AND HEALTH REQUIREMENTS MANUAL", REVISED NOVEMBER 30, 2014, U.S. 2.
CONTRACTOR SHALL IDENTIFY THE LOCATIONS OF ALL UTILITIES WITHIN THE CONTRACT WORK LIMITS PRIOR TO CONSTRUCTION.1.
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CERTIFIED FINAL DOCUMENTS - RTA
TREATMENT PLANT (WWTP)
WASTE WATER
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GENERAL NOTESGENERAL NOTES
LEGEND
A1
T R
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SITE ACCESS
SCALE: N.T.S.
ACCESS ROUTE
SUITABLE FOR VEHICLES LARGER THAN A PICKUP TRUCK.
NORTH GATE ENTRANCE RAMP HAS AN APPROXIMATE INCLINE OF 10% AND IS NOT 2.
DUE TO OTHER CONSTRUCTION ACTIVITIES.
GATE ACCESS MAY BE USED IF THE RILEY ROAD ACCESS IS NOT AVAILABLE
THE MAIN ACCESS TO THE SITE IS AT RILEY ROAD AS SHOWN. THE NORTH 1.
PLANT AREA
TREATMENT
WATER
WASTE
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EX. EXTERIOR
LINE
PROPERTY
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INDIANAPOLIS BLVD.
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TOP OF DIKE
EX. RAMP TO
DIKE
EX. INTERIOR
PAD
EX. CRANE
PAD
EX. STORAGE
(TYP)
EX. HYDRANT
ACCESS ROAD
EX. GRAVEL
WALL
SHEET PILE
EX. CANAL
TANK
SANITARY
EX. UNDERGROUND
PARKING LOT
EX. VISITOR
E X
W M
DOCK
EX. FLOATING
HOUSE
CONTROL
EX. GRADIENT
DITCH
EX. DRAINAGE
SECURITY FENCE
PERIMETER
EX. SITE
RING ROAD
EX. SITE
ACCESS ROAD
EX. DIKE
TOP OF DIKE
EX. RAMP TO
POINT (TYP)
WORK LIMIT
ENTRANCE GATE
EX. CANTILEVER
WALL
EX. ANCHOR
CULVERT
EX. BOX
CULVERT
EX. BOX
CULVERT
EX. BOX
CULVERT
EX. BOX
VALVE VAULT
EX. 3-WAY
CULVERT
EX. BOX
VALVE
EX. SHUT-OFF
EX. 8" DRAIN
VALVE
EX. SHUT-OFF
TRENCH DRAIN
STATION W/
EX. DECON
PROPERTY LINE
WEST CELL
EAST CELL
PLANT AREA
EX. WATER TREATMENT
(SEE NOTE 1)
STRUCTURE
EX. DECANT
(SEE NOTE 1)
STRUCTURE
EX. DECANT
CUTOFF WALL
EX. PERIMETER
NN
0 280'140'
THOSE STRUCTURES.
GRADIENT SYSTEM CONTROL PANELS AND WELLS TO AVOID DAMAGE TO
3. CONTRACTOR SHALL TAKE PRECAUTION WHEN WORKING AROUND THE
END OF THE SITE. DETAILS AVAILABLE UPON REQUEST.
EAST-WEST ACCESS ROAD AND SHEET PILE CANAL WALL AT THE SOUTH
AREA IS DELINEATED ALONG THE ENTIRE SOUTH END BETWEEN THE
VEHICLES OR STORE EQUIPMENT ON THE ANCHOR WALL TIE-RODS. THIS
2. CONTRACTOR SHALL NOT OPERATE MACHINERY/EQUIPMENT, DRIVE
1. SEE DECANT STRUCTURE DETAILS SHEETS RC001 AND RC002.
NOTES:
BUILDING
ADMINISTRATION
EX.
EX. STORAGE FACILITY
WALL TIE RODS (SEE NOTE 2)
AREA WITH EX. ANCHOR
STORAGE FACILITY
HANDLING PAD
EX. DEBRIS
(SEE NOTE 2)
WALL TIE RODS
EX. ANCHOR
AREA WITH
AREA
OPERATION
WWTP
PROPOSED
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IHC-CDF-1
IHC-CDF-2 IHC-CDF-3
IHC-CDF-4
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V-001V-001
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POINT
NORTHING (Y) EASTING (X)
ELEV.
ELEV. DESCRIPTION
IN WEST NAD83 STATEPLANE COORDINATES
NAVD88
IHC-CDF-1
IHC-CDF-2
IHC-CDF-3
IHC-CDF-4 2331059.88
2331106.59
2334422.33
2333490.56
BRONZE DISK
BRONZE DISK
BRONZE DISK
HORIZONTAL & VERTICAL CONTROL POINTS
GENERAL NOTES
TO NGS MONUMENT DI0731.
4. ALL HORIZONTAL AND VERTICAL CONTROL POINTS ARE REFERENCED
VERTICAL DATUM OF 1988 (NAVD88) U.S. FEET. (GEOID 12b)
3. ALL ELEVATIONS SHOWN ARE REFERENCED TO THE NORTH AMERICAN
OF 1983 (NAD83) U.S. FEET.
PLANE COORDINATE SYSTEM, WEST ZONE, NORTH AMERICAN DATUM
2. ALL COORDINATES SHOWN ARE REFERENCED TO THE INDIANA STATE
MAY 2018 SURVEYS.
MONUMENT DATA SHOWN ON THIS SHEET WAS VERIFIED DURING THE
REPRESENTS CONDITIONS EXISTING AT THAT TIME. THE CONTROL
SURVEYS PERFORMED IN MAY 2018 BY USACE CHICAGO DISTRICT AND
1. THE SURVEY CONDITIONS SHOWN ON THIS PLAN SET ARE FROM
BRONZE DISK
591.3272844011.46
592.892842010.61
591.0242842254.14
588.9162843771.87 588.916
500'0 250'
NN
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78+00
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82+00
83+00
84+00
85+00
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87+00
75+00
43+00
MW-6C
MW-6T
MW-7C
MW-7T
MW-1T
MW-1C
MW-2C
MW-2T
MW-3T
MW-3C
MW-4C MW-4T
MW-5C
MW-5T
MW
MW
MW
MW
MW
MW
MW
MW
MW
MW
MW MW
MW
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75+00
43+00
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MW-6T
MW-1T
MW-1C
MW-2C
MW-2T
MW-3T
MW-3C
MW-4C MW-4T
MW-5C
MW-5T
MW
MW
MW
MW
MW
MW
MW
MW
MW MW
MW
MW
MW
MW
GENERAL NOTES
A1
SCALE: 1" = 150"-0"
TRUE N
PROPOSED DIKE STAGE II
MODIFICATION IS NOT KNOWN AT THIS TIME.
STRUCTURE BY ANOTHER CONTRACTOR. THE SCHEDULE AND DURATION OF THE
MAY BE TEMPORARILY INACCESSIBLE FOR USE DURING MODIFICATION OF THE
AND FOR USE OF THE CDF DECANT STRUCTURES. EAST DECANT STRUCTURE
CONTRACTOR FOR ALL PIPING BETWEEN THE CDF AND THE TREATMENT PLANT,
CONTRACT. COORDINATE AS REQUIRED WITH THE DIKE EXPANSION
EXPANSION WILL OCCUR CONCURRENTLY WITH THE WASTEWATER TREATMENT
THE EXTENT OF THE EXPANDED CDF DIKE IS SHOWN ON THIS SHEET. THE DIKE 1.
PLANT AREA
TREATMENT
WASTE WATER
U .S
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66+00
67+00
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69+00
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M W
T
M W
C
M W
C M
W
T
EX, GRADIENT CONTROL SYSTEM FORCE MAIN DISCHARGE POINT
EX, GRADIENT CONTROL SYSTEM FORCE MAIN DISCHARGE POINT
STRUCTURE
WEST DECANT
STRUCTURE
EAST DECANT
PAD
DECONTAMINATION
EXISTING
SHED
EXISTING
COLLECTION HEADER
EXISTING
CUTOFF WALL
EXISTING
GCS FORCE MAIN
EXISTING
OPERATION AREA
PROPOSED WWTP
WEATHER STATION
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EW-20B EW-20A
EW-21B EW-21A
EB-01
P
EW-20D EW-20C MW-20A
MW-21A
M
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A
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C
C
66+00
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T
M W
C
M W
C M
W
T
GENERAL NOTES
T R
U E N
FACILITY
STORAGE
EXISTING
EAST CELL
LAKE GEORGE CANAL
A1
WASTE WATER TREAMENT PLANT SITE PLAN
SCALE: 1" = 50'-0"
BUILDING
ADMINISTRATION
EXISTING
AND CONSTRUCTION / DREDGING OPERATIONS.
COORDINATION AMONG CONTRACTORS MUST ADDRESS OVERLAP OF SERVICE
CURRENTLY UNDER USE BY THE GOVERNMENT OR OTHER SITE CONTRACTORS.
4. THE ENTIRE SITE IS AVAILABLE FOR THE CONTRACTOR'S USE UNLESS IT IS
BY THE CONTRACTOR.
3. LOCATIONS OF EXISTING UTILITIES ARE PROVIDED AND SHALL BE FIELD VERIFIED
REPRESENTATIVE (COR) AND FACILITY MANAGER.
2. FINAL WWTP LAYOUT MUST BE APPROVED BY THE CONTRACTING OFFICER
FROM THE UTILITY POLE.
CONTRACTOR MUST ALSOPROVIDE THEIR OWN POWER AND APPURTENANCES.
WWTP INCLUDING ALL SITE PREPARATION, EQUIPMENT, PIPING, WIRING, CONTROLS,
1. CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND CONSTRUCTION OF THE
U .S
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12" 12"
PIPE CRADLE
OPT. CONCRETE
GEOTEXTILE
SURFACE
EXPOSED CLAY
EXCAVATE TO
(SEE NOTE 3) (INDOT C53)
EXCLUDING THE CREST
AGGREGATE BASE FOR AREAS,
ADD 6" COMPACTED
PROPOSED ALTERNATE
CONCRETE CRADLES OR
OPT. SUPPORT PIPE ON PRECAST
RESEED GRASS
TOPSOIL AND
BACKFILL WITH
AS ADJACENT FORCE MAIN
PROVIDE COMPARABLE COVER
CREATE RAMP OVER PIPING.
MOUND FILL OVER PIPING TO
SPECIFICATION SECTION 31 23 01
RESTORE GRAVEL ROAD PER
PIPE
SEE NOTES 4 AND 6
(POST DIKE EXPANSION) -
(EXISTING) TO 620.6+/- FT
TO VARY FROM 609.6+/- FT
TOP OF CLAY ELEVATION
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SECTION
2.5
TOP OF CLAY SURFACE
6" TOPSOIL (EX.)
EX. GRADE VARIES
PIPE>
SPECIFICATION SECTION 31 23 01.
SECTION 31 23 01. BACKFILL PER
CLAY SURFACE PER SPECIFICATION
SEPARATION LAYER OVER EXPOSED
PIPE CROSSING. INSTALL GEOTEXTILE
TO TOP OF CLAY EMBANKMENT AT
GRAVEL LAYER FROM DIKE CREST
STRIP TOPSOIL (AS NEEDED) AND
BELOW FOR WWTP RETURN LINE
SEE OUTLET RIPRAP DETAIL
FROM DECANT STRUCTURE FLOW
PROPOSED WWTP PIPE
LEGEND
GENERAL NOTES
C1
PIPE SUPPORT DETAIL
E1
DETAIL FOR WASTE WATER TREATMENT PLANT (WWTP) PIPES
SCALE: N.T.S.
SCALE: N.T.S.
BE DOUBLE-WALLED.
PIPING EXTENDING BEYOND THE CDF INTERIOR, INCLUDING OVER THE DIKE, MUST 7.
HEIGHT INCREASE.
WILL EXTEND 27.5 FT FURTHER FROM THE CREST UPON COMPLETION OF THE 11-FT
TO 20 FT +/- UPON COMPLETION OF DIKE EXPANSION. THE DOWNSTREAM DIKE TOE
EXISTING PERIMETER DIKE CREST WIDTH TO DECREASE FROM 32 FT +/- (EXISTING) 6.
THE TEMPORARY UNFINISHED DIKE.
GEOTEXTILE AND GRAVEL SHALL NOT BE INCLUDED IN THE SUPPORT FOR PIPING ON
DETERMINED BY CONTRACTOR AND SUBJECT TO GOVERNMENT APPROVAL.
SUPPORT FOR THE TEMPORARY DIKE CASE (DURING DIKE CONSTRUCTION) TO BE
PIPE SUPPORT DETAILS ARE FOR THE FINISHED CDF DIKE CONFIGURATION. PIPE 5.
HEIGHTS
ELEVATION 594 FT +/1. WATER TREATMENT MAY BE REQUIRED AT INTERIM DIKE
CONSTRUCTED BY OTHERS. EXISTING GRADE AT DOWNSTREAM DIKE TOE IS AT
ELEVATION 609 FT +/- BUT WILL REMAIN ACCESSIBLE VIA A RAMP TO BE
CENTER DIKE AT WEST CELL DECANT STRUCTURE BRIDGE TO REMAIN AT EXISTING
INCREASED BY 11 FT AT THE COMPLETION OF THE DIKE EXPANSION. ELEVATION OF
OTHERS). ELEVATION OF NEW EAST DECANT STRUCTURE BRIDGE WILL BE
ELEVATION 610 FT +/- BY A MAXIMUM OF 11 FEET DURING DIKE EXPANSION (BY
4. PERIMETER DIKE CREST ELEVATION TO GRADUALLY INCREASE FROM CURRENT
OF CRADLE SHALL BE PLACED ON TOP OF EXISTING CLAY.
3. OPTIONAL PIPE CRADLE HAUNCHES SHALL EXTEND TO SPRING LINE OF PIPE. BASE
2. DAMAGE TO EXISTING PIPE SOIL COVER SHALL BE REPAIRED PER SPECIFICATIONS.
PROVIDED FOR THE ADJACENT FORCE MAIN PIPE SOIL COVER.
1. PIPE SOIL COVER THICKNESS ON DIKE CREST SHALL BE COMPARABLE TO THAT
U .S
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...\WASTEWATER TREATMENT PLANT 115264-63FG71\40 - Geospatial Data\Drawings\CAD_BIM\_Sheets\113479-63FG71_R-009.dgn
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FOR REFERENCE ONLY
Y U
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| 001-113479-63FG71_G-001 |
| 002-113479-63FG71_G-002 |
| 003-113479-63FG71_G-003 |
| 004-113479-63FG71_G-004 |
| 005-113479-63FG71_V-001 |
| 006-113479-63FG71_CS-101 |
| 007-113479-63FG71_CS-102 |
| 008-113479-63FG71_CS-301 |
| 009-113479-63FG71_R-001 |
| 010-113479-63FG71_R-002 |
| 011-113479-63FG71_R-003 |
| 012-113479-63FG71_R-004 |
| 013-113479-63FG71_R-005 |
| 014-113479-63FG71_R-006 |
| 015-113479-63FG71_R-007 |
| 016-113479-63FG71_R-008 |
| 017-113479-63FG71_R-009 |
File details come from the government source that posted it. Updated .