W912P6-16-R-0031IHC-CDFopsDrawingsAUG2016RTA.pdf

PDF 36 MB Posted Aug 12, 2016

Attached to: Construction Operations for the Indiana Harbor Canal(IHC), Confined Disposal Facility(CDF), East Chicago, Indiana
Solicitation number: W912P6-16-R-0031
Issued by: Department of the Army Corps of Engineers Engineering District Chicago

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THIS FILE CONTAINS THE PROJECT PLANS/DRAWING SHEET

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File	Type	Posted
AMENDMENT_0003_RFP_W912P616R0031_IHC_CDF_CONSTRUCTION_MGMT_SVCS.pdf	PDF	Sep 9, 2016
CONTRACTOR'S_QUESTIONS_AND_USACE_RESPONSES_TO_BE_INCORPORATED_VIA_AMEND_0004.pdf	PDF	Sep 8, 2016
AMENDMENT_NUMBER_0002_IHC_CONST_MGMT_SVCS_W912P616R0031.pdf	PDF	Sep 8, 2016
AMENDMENT_0001_RFP_W912P6-16-R-0031_IHC_CONSTRUCTION_MGMT_SVCS.pdf	PDF	Aug 18, 2016
W912P6-16-R-0031-115264-IHCCONOPSCertified_Final_RTA_Specs(AUG2016).pdf	PDF	Aug 12, 2016

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FACILITY OPERATIONS AND DREDGING II

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PROJECT LOCATION

LOCATION

PROJECT

INDIANA CANAL

HARBOR

INDIANA

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CERTIFIED FINAL DOCUMENTS - RTA W912P6-16-R-0031DRAFT -

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STANDARD ABBREVIATIONS

STANDARD SYMBOLS

SHEET INDEX

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N D D

R E

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PR. WWTP RETURN LINE

PR. WWTP LINE

EXISTING SIGN

EXISTING VALVE VAULT

EXISTING CATCH BASIN

EXISTING FORCE MAIN PIPE

SYSTEM HEADER

EX. 12" GRADIENT COLLECTOR

EXISTING WATER MAIN

EXISTING SLURRY WALL & CUTOFF WALL

OVERHEAD POWERLINES

WORK LIMITS

WASTE WATER TREATMENT PLANTWWTP

WORKLIMITSWL

WITHW/

VERTICALVERT

VALVE VAULTVV

U.S. ARMY CORPS OF ENGINEERSUSACE

TYPICALTYP

TYPETY

TOXIC SUBSTANCES CONTROL ACTTSCA

SCHEDULESCHED

STATIONSTA

SOUTHS

POLYVINYL CHLORIDEPVC

PROPOSEDPR.

NOT TO SCALEN.T.S.

NATIONAL PIPE THREAD TAPERNTP

NATIONAL GEODETIC SURVEYNGS

NORTH AMERICAN VERTICAL DATUM OF 1988NAVD88

NORTH AMERICAN DATUM OF 1983NAD83

NORTHINGN

MONITORING WELLMW

MANHOLEMH

LEGEND

A U

G U

S T

RIPRAP

GRANULAR FILL

CONCRETE

SPOT NORTHING \ EASTING

MONUMENT

GROUND / FINISHED GRADE

MANHOLE

EXISTING GRADIENT SYSTEM MANHOLE

EXISTING GRADIENT SYSTEM EXTRACTION WELL

EXISTING GRADIENT SYSTEM MONITORING WELL

FIRE HYDRANT

CONTROL POINT

LIGHT POLE

HTTP://WWW.PUBLICATIONS.USACE.ARMY.MIL/PORTALS/76/PUBLICATIONS/ENGINEERMANUALS/EM_385-1-1.PDF

AMENDMENTS TO THE MANUAL POSTED PRIOR TO DATE OF CONTRACT AWARD. SEE POSTINGS AT

MANUAL", REVISED NOVEMBER 30, 2014, U.S. ARMY CORPS OF ENGINEERS , INCLUDING ALL

4. ALL WORK SHALL BE IN ACCORDANCE WITH EM-385-1-1, "SAFETY AND HEALTH REQUIREMENTS

EXCEPT WHEN DREDGING OR WHERE SURVEY WORK IS REQUIRED.

3. THE CONTRACTOR SHALL PERFORM ALL WORK WITHIN THE WORK LIMITS SHOWN ON SHEET G-004

SECTION 01 10 00 GENERAL PROVISIONS.

2. CONTRACTOR SHALL CONTACT INDIANA UTILITY CHECK AT 1(800) 382-5544 PER SPECIFICATION

PIPELINE AND UTILITIES IN THE CANAL.

THE DREDGING OPERATION AREA IN ORDER TO LOCATE AND AVOID DAMAGE TO EXISTING

THE CONTRACTING OFFICER'S REPRESENTATIVE TO CONTACT PROPERTY OWNERS ADJACENT TO

ALL KNOWN PIPELINE CROSSINGS IN THE CANAL. THE CONTRACTOR SHALL COORDINATE WITH

1. CONTRACTOR SHALL BE AWARE OF ALL ONSITE OVERHEAD UTILITIES. THESE DRAWINGS INDICATE

GENERAL NOTES

MAXIMUMMAX

MINIMUMMIN

LOW WATER DATUMLWD

INDIANA STATEPLAN COORDINATES WESTIN SPCW

INVERT ELEVATIONIE

INDIANA HARBOR AND CANALIHC

INTERNATIONAL GREAT LAKES DATUMIGLD

HORIZONTALHOR

HIGH DENSITY POLYETHYLENEHDPE

GRADIENT CONTROL SYSTEMGCS

EXTRACTION WELLEW

EXISTINGEX.

EASTINGE

DRAWINGDWG

DUCTILE IRON PIPED.I.P.

DIAMETERDIA.

DIFFERENTIAL GLOBAL POSITIONING SYSTEMDGPS

CONTRACTING OFFICER REPRESENTATIVECOR

CONFINED DISPOSAL FACILITYCDF

CENTERLINE>

ALSO KNOWN ASA.K.A.

AIR MONITORING STATION PADAM

BUILDING FLOOR PLANRS00135

SOUTH END ELECTRICAL UTILITY PLANRE00534

ELECTRICAL SYSTEM DISTRIBUTION DIAGRAM & SCHEDULERE00433

MISCELLANEOUS ELECTRICAL DETAILSRE00332

AIR MONITORING STATION ELECTRICAL ROUTING PLAN (SHEET 2 OF 2)RE00231

AIR MONITORING STATION ELECTRICAL ROUTING PLAN (SHEET 1 OF 2)RE00130

TYPICAL DIKE CROSS SECTIONSRC00729

GRADIENT CONTROL SYSTEM WELL DETAILSRC00628

LIFT STATION & VALVE VAULT DETAILSRC00527

DIKE MONITORING WELL & ULTRASONIC LEVEL SENSOR DETAILSRC00426

DECANT STRUCTURE DETAILSRC00325

DECANT STRUCTURE PLAN & ELEVATION VIEWSRC00224

DREDGE SEDIMENT TOPOGRAPHY WITHIN CDFRC00123

TYPICAL GEOTECHNICAL DETAILSC-30322

TSCA DREDGING CROSS-SECTIONS NORTH AREAC-30221

TYPICAL DREDGING CROSS-SECTIONS AND TSCA DREDGING CROSS-SECTIONS SOUTH AREAC-30120

INDIANA HARBOR DREDGING (SHEET 10 OF 10)C-01019

INDIANA HARBOR DREDGING (SHEET 9 OF 10)C-00918

INDIANA HARBOR DREDGING (SHEET 8 OF 10)C-00817

INDIANA HARBOR DREDGING (SHEET 7 OF 10)C-00716

INDIANA HARBOR DREDGING (SHEET 6 OF 10)C-00615

INDIANA HARBOR DREDGING (SHEET 5 OF 10)C-00514

INDIANA HARBOR DREDGING (SHEET 4 OF 10)C-00413

INDIANA HARBOR DREDGING (SHEET 3 OF 10)C-00312

INDIANA HARBOR DREDGING (SHEET 2 OF 10)C-00211

INDIANA HARBOR DREDGING (SHEET 1 OF 10)C-00110

SURVEY CONTROL INFORMATION FOR INDIANA HARBOR AND CANAL CONFINED DISPOSAL FACILITYV-0029

SURVEY CONTROL INFORMATION FOR INDIANA HARBOR AND CANALV-0018

DREDGING PROJECT KEY MAPG-0077

WASTEWATER TREATMENT PLANT PLANG-0066

GRADIENT CONTROL PLANG-0055

OVERALL CDF SITE PLAN G-0044

OVERALL DREDGE VOLUMESG-0033

SHEET INDEX, GENERAL NOTES, SYMBOLS AND ABBREVIATIONSG-0022

LOCATION AND VICINITY MAPSG-0011

TITLE NO. NO.

SHEET REFERENCE

N .T .S

A N

S I

TSCA MATERIAL DREDGE AREA

AREA 4 NON-FEDERAL DREDGE AREA

AREA 3 NON-FEDERAL DREDGE AREA

AREA 2 NON-FEDERAL DREDGE AREA

AREA 1 NON-FEDERAL DREDGE AREA

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Chicago District

SHEET OF

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PAST IHC DREDGING VOLUMES BY YEAR AND DREDGING AREAS

2,842,945.522,330,891.05225+99.69

2,844,099.162,330,869.43214+50.12

2,846,707.282,330,740.52189+17.18

2,846,704.292,328,211.71214+46.00

2,846,706.732,330,272.04193+85.78

2,846,642.192,330,821.76188+87.97

2,847,518.652,331,580.94177+25.24

2,848,464.082,332,473.85164+24.81

2,850,030.272,333,953.03142+70.52

2,850,939.222,334,802.34130+26.53

2,852,122.942,335,919.67113+99.03

2,854,666.352,228,351.0478+79.89

2,855,253.852,340,042.3460+85.40

2,855,317.862,340,713.8153+55.12

2,854,752.552,342,145.5138+00.00

2,853,771.982,345,816.81 0+00

EASTING NORTHING

COORDINATES OF CHANNEL CENTERLINESTATION

CHANNEL CENTERLINE STATIONING COORINDATES (IN SPCW (NAD83))

131,217 90,664545,830342,044 TOTAL

- - 123,14992,560 -22C-009214+46.00193+85.7813

- - 18,562 6,782 -22C-010225+99.69214+50.1212

- - 65,478 44,372 -22C-009, C-010214+50.12188+87.9711

- - 10,521 5,532 -22C-008, C-009188+87.97177+25.2410

- - 41,021 28,760 -22C-008177+25.24164+24.819

23,013 18,749 80,117 54,786 -22C-007, C-008164+24.81142+70.528

3,310 1,655 15,632 8,670 -22C-007142+70.52130+26.537

3,558 2,279 22,636 14,625 -22C-006, C-007130+26.53113+99.036

28,432 18,166 21,190 11,747 -27C-005, C-006 113+99.0378+79.895

45,539 29,920 52,827 39,199 -28C-003, C-004, C-00578+79.8960+85.404

14,352 11,267 5,132 1,658 -28C-00360+85.4053+55.123

13,013 8,628 11,425 4,256 -28C-002, C-00353+55.1238+00.002

- - 78,141 29,096 -29C-001, C-00238+00.000+001

OVERDEPTH OVERDEPTH(FEET LWD)REFERENCE(S)ENDSTART

TOTAL WITHNAV DEPTH TOTAL WITHNAV DEPTHDREDGE DEPTHDREDGE SHEET REACH

NON-FEDERALFEDERALNAVIGATION STATIONING

DREDGE QUANTITY (CY)FEDERAL

)SEE NOTES 1 AND 15 EXISTING ESTIMATED IN-SITU DREDGE VOLUME SUMMARY (

2,89020,33082019,510TOTAL

180 470 40 430C-007133+65.00 132+65.005

90 310 20 290C-007129+69.72 128+36.284

320 5,070180 4,890C-009209+65.85 207+69.023

1,100 6,510210 6,300C-009206+72.87 204+32.092

1,200 7,970370 7,600C-009204+93.48 203+32.741

TO -27 FT (CY)TO -26.5 FT (CY) REFERENCE(S) END START

CAP AREA (SY)TOTAL (CY)OVERDREGE DREDGE DREDGING SHEET STATIONINGTSCA AREA

)SEE NOTE 14 TSCA DREDGE VOLUME SUMMARY (

3,250 919,0002012-2015 TOTAL

420 310,0002015 TOTAL

450 210,0002014 TOTAL

2,080 305,0002013 TOTAL

300 94,0002012 TOTAL (SEE NOTE 11)

140 40,0003, 4NON-FEDERAL

280270,0004, 13FEDERAL2015

- NON-FEDERAL

450210,0001. 4. 5. TURNING AREAS 1A & 1B FEDERAL2014

1,100 91,000DOCKS 4/6, WEST DOCKNON-FEDERAL

980214,0002, 3, 4, 5FEDERAL2013

- - NON-FEDERAL

300 70,2003,4FEDERAL

SEE NOTE 10 23,800 12 FEDERAL2012

(SEE NOTE 10)(SEE NOTE 10)DOCK AREA(PRIMARILY DOCK FACES)

(TONS)VOLUME (CY)IHC REACH,/ NON-FEDERAL

VOLUMESEDIMENTDREDGED AREA: (FEDERAL NAVIGATION CHANNEL)

DEBRISDREDGETYPE OF DREDGING: FEDERAL

OF AREA, ESTIMATED 9FT LWD DEPTH.

WAS NOT INCLUDED IN DREDGE VOLUME TABLE. AREA WILL BE SURVEYED WITH TASK ORDER FROM DREDGING

15. MANEUVERING AREA IN REACH 9 NOT SURVEYED DURING PRE-CONSTRUCTION SURVEY AND THEREFORE VOLUME

14. TSCA DREDGING VOLUMES ARE BASED ON SURVEY FROM APRIL 2015.

PAST (I.E. BACKLOG VERSUS FUTURE MAINTENANCE DREDGING).

NAVIGATIONAL CHANNEL VERSUS DOCK FACES AND WHETHER THE AREAS HAVE BEEN DREDGED IN THE RECENT

13. DEBRIS VOLUMES GENERATED IN THE FUTURE MAY VARY DEPENDING ON LOCATION OF DREDGING; THAT IS, FUTURE DEBRIS VOLUME GENERATION RATES.

12. PAST DEBRIS VOLUMES ARE PROVIDED FOR REFERENCE ONLY, AND MAY OR MAY NOT BE REPRESENTATIVE OF

VOLUMES IN 2012.

11. DEBRIS (MOSTLY STONE) WAS NOT SEPARATED OUT FROM THE REACH 12 (LAKE GEORGE CANAL) DREDGING

10. DREDGE AND DEBRIS VOLUMES ARE ROUNDED.

BEING ABLE TO ACCESS TSCA AREA 3. TSCA AREA 3 DREDGE QUANTITIES ARE APPROXIMATIONS.

9. SURVEY DATA WAS NOT AVAILABLE FROM APRIL 2015 SURVEY FOR TSCA AREA 3 DUE TO SURVEY BOAT NOT

GUIDANCE ON TSCA DREDGING.

8. REFER TO SPECIFICATION SECTION 35 20 23.50, TSCA DREDGING, PLACEMENT AND CAPPING FOR FURTHER

7. SEE SHEETS C-301 AND C-302 FOR TSCA CROSS-SECTIONS.

6. SEE SHEETS C-001 THRU C-010 FOR NON-TSCA AREAS. SEE SHEETS C-007 AND C-009 FOR TSCA AREAS.

ROCK CAP, WHERE THE TOP OF CAP MUST NOT EXTEND ABOVE -25.0 FEET LWD.

DEPTH TO -27.0 FEET LWD. GEOTEXTILE WILL BE PLACED, THEN ONTRACTOR MUST PLACE A MINIMUM 1.5 FOOT

5. FOR TSCA AREAS, CONTRACTOR MUST DREDGE TO -26.5 FEET LWD WITH AN ALLOWABLE 0.5 FOOT OVERDREDGE

4. FOR NON-TSCA AREAS, ALLOWABLE OVERDREDGE DEPTH TO 2 FEET.

NORTH AMERICAN DATUM OF 1983 (NAD83) U.S. FEET.

3. ALL COORDINATES SHOWN ARE REFERENCED TO THE INDIANA STATE PLANE COORDINATE SYSTEM, WEST ZONE,

2. SEE SHEET V-001 FOR SURVEY CONTROL INFORMATION.

CONTRACT.

VOLUMES THAT WILL BE REMOVED IN SUMMER 2016 UNDER THE IHC DREDGING/FACILITY OPERATIONS I

1. DREDGING VOLUMES ARE BASED ON SURVEYS FROM APRIL 2015 AND AUG 2015. ESTIMATED QUANTITIES INCLUDE

NOTES:

LS-2

LS-1

MH-2MH-3

VV-1

VV-2

G M

M M

31+0

32+00

33+00

34+00

35+00

36+00

37+00

38+00

39+00

40+00

41+00

42+00

43+00

44+00

45+00

46+00

1+0

71+00

72+00

73+00

74+00

75+00

76+00

77+00

78+00

79+00

80+00

81+00

82+00

83+00

84+00

85+00

86+00

87+00

CDF SITE PLAN

SCALE: 1" = 140'-0"

N 2,331,010.11

E 2,841,939.02

N 2,331,009.11

E 2,841,990.14

N 2,330,971.47

E 2,844,063.23

N 2,330,968.64

E 2,844,004.35

88+00

78+50

71+00

58+50

47+00

37+50

30+00

15+50

AM #8

AM #7

AM #6

AM #5

AM #4

AM #3

AM #2

AM #1

AIR MONITOR # DIKE STATIONING

AIR MONITORING STATION LOCATIONS

DIKE

EX. EXTERIOR

PAD

EX. TURNAROUND

LINE

PROPERTY

C L

E A

V E

INDIANAPOLIS BLVD.

E Y R

L A

K E G

E O

R G

E C

A N

A L

TOP OF DIKE

EX. RAMP TO

DIKE

EX. INTERIOR

PAD

EX. CRANE

PAD

EX. STORAGE

(TYP)

EX. HYDRANT

VAULT

EX. VALVE

PAD

EX. TURNAROUND

ACCESS ROAD

EX. GRAVEL

WALL

SHEET PILE

EX. CANAL

TANK

SANITARY

EX. UNDERGROUND

PARKING LOT

EX. VISITOR

E X

W M

DOCK

EX. FLOATING

OIL BOOM (PR.)

INSTALL/MAINTAIN

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

OIL BOOM (PR.)

INSTALL/MAINTAIN

ENTRANCE GATE

EX. CANTILEVER

WALL

EX. ANCHOR

CULVERT

EX. BOX

CULVERT

EX. BOX

CULVERT

EX. BOX

CULVERT

EX. BOX

BLDG./GARAGE

ADMINISTRATION

EX.

VALVE VAULT

EX. 3-WAY

CULVERT

EX. BOX

RINSING HYDRANT

EX. DECON

VALVE

EX. SHUT-OFF

EX. 8" DRAIN

VALVE

EX. SHUT-OFF

TRENCH DRAIN

STATION W/

EX. DECON

PROPERTY LINE

WEST CELL

EAST CELL

(BY OTHERS)

STORAGE FACILITY

(SEE NOTE 5)

HANDLING PAD

EX. DEBRIS

PLANT AREA

EX. WATER TREATMENT

OPERATIONS.

ADDRESS OVERLAP OF SERVICE AND CONSTRUCTION/ DREDGING

CONTRACTORS. COORDINATION AMONGST CONTRACTORS MUST

IS CURRENTLY UNDER USE BY THE GOVERNMENT OR OTHER SITE

8. THE ENTIRE SITE IS AVAILABLE FOR THE CONTRACTOR'S USE UNLESS IT

TO THOSE STRUCTURES.

GRADIENT SYSTEM CONTROL PANELS AND WELLS TO AVOID DAMAGE

7. CONTRACTOR SHALL TAKE PRECAUTION WHEN WORKING AROUND THE

SOUTH END OF THE SITE. DETAILS AVAILABLE UPON REQUEST.

THE EAST-WEST ACCESS ROAD AND SHEET PILE CANAL WALL AT THE

THIS AREA IS DELINEATED ALONG THE ENTIRE SOUTH END BETWEEN

VEHICLES OR STORE EQUIPMENT ON THE ANCHOR WALL TIE-RODS.

6. CONTRACTOR SHALL NOT OPERATE MACHINERY/EQUIPMENT, DRIVE

DURING DEBRIS HANDLING AND TRANSPORT.

HANDLING PAD TO PREVENT TRACKING OF MUD OR CONTAMINANTS

DEBRIS/TRUCKS USING AN APPROVED METHOD AT THE DEBRIS

THE CDF. THE CONTRACTOR MUST HOSE DOWN OR CLEAN

STOCKPILES OR STORAGE AREAS SHALL BE ALLOWED OUTSIDE OF

ONSITE WILL BE AT THE DEBRIS HANDLING PAD. NO OTHER DEBRIS

5. THE ONLY PLACE THE CONTRACTOR SHALL STOCKPILE DEBRIS

SPECIFICATIONS. SEE SHEET G-006 FOR FURTHER DETAILS.

FOR APPROVED DEBRIS TYPES AS INDICATED IN THE

4. FINAL DEBRIS DISPOSAL SHALL BE PLACED IN THE WEST CELL ONLY

3. TSCA MATERIAL TO BE PLACED IN THE EAST CELL ONLY.

G-005 AND SHEET RC006.

2. SEE GRADIENT EXTRACTION AND MONITORING WELLS ON SHEET

1. SEE DECANT STRUCTURE DETAILS SHEETS RC001 AND RC002.

NOTES:

(SEE NOTE 6)

WALL TIE RODS

EX. ANCHOR

AREA WITH

(SEE NOTE 1)

STRUCTURE

EX. DECANT

(SEE NOTE 1)

STRUCTURE

EX. DECANT

CUTOFF WALL

EX. PERIMETER

WALL TIE RODS (SEE NOTE 6)

AREA WITH EX. ANCHOR

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

T R

A C

G N

C O

N T

R A

C T N

IDENTIFICATION

SHEET

®of Engineers

US Army Corps of Engineers

US Army Corps

Chicago District

SHEET OF

A C

N D

A T

E D

E S

C R

N M

A R

K T

R A

C K

G N

A C

N D

G -0

A R

M Y C

O R

P S O

F E

N G

E E

R S

C H

A G

C H

A G

O D

T R

H N G

R O

B O

S K I, P .E

A N

S I

W P -1

-R -0

G-004

N A H

A R

B O

R A

N D C

A N

A L C

D F

O V

E R

A L L C

D F S

E P

L A

B U

S H P .G

D .B

0 280'140'

F A

Y O

P E

R A

N S A

N D D

R E

D G

2,844,057.412,332,305.37WL11

2,844,056.802,333,540.81WL10

2,844,037.742,333,762.13WL09

2,844,001.962,333,896.02WL08

2,843,366.832,334,306.74WL07

2,842,689.412,334,614.39WL06

2,841,952.802,334,718.99WL05

2,841,942.502,332,853.70WL04

2,841,933.032,331,011.42WL03

2,842,943.202,330,992.74WL02

2,844,052.282,330,969.98WL01

WL02

WL01

WL11

WL03

WL05

WL06

WL08

WL10

WL04

WL09

G U

S T

NO. NORTHING EASTING

POINT COORDINATES

WORK LIMITS (IN SPCW (NAD83))

LS-2

LS-1

MH-2MH-3

VV-1

VV-2

O .S

M M

CDF SITE PLAN

SCALE: 1" = 140'-0"

N 2,331,010.11

E 2,841,939.02

N 2,331,009.11

E 2,841,990.14

N 2,330,971.47

E 2,844,063.23

N 2,330,968.64

E 2,844,004.35

MW-5C

VALVE VAULT

EX. FORCE MAIN

EX. LIFT STATION #1 LINE

PROPERTY

C L

E A

V E

INDIANAPOLIS BLVD.

E Y R

L A

K E G

E O

R G

E C

A N

A L

MW-6T

MW-6C

MW-5T

MW-4C

MW-4T

MW-7T

MW-7C

MW-1C

MW-1T

MW-2T

MW-3T

MW-3C

WELL

EXTRACTION

EX. GRADIENT

WELL

MONITOR

EX. GRADIENT

TOP OF DIKE

EX. RAMP TO

PIPE

DISCHARGE

8" FORCE MAIN

EX. LIFT STATION

IN MH

EX. AIR VALVE

PIPE

DISCHARGE

8" FORCE MAIN

EX. LIFT STATION

VAULT

EX. VALVE

EX. 8" FORCE MAIN

E X

W M

HOUSE

CONTROL

EX. GRADIENT

EX. LIFT STATION #2

WELL (TYP)

MONITORING

EX. DIKE

POINT (TYP)

WORK LIMIT

CULVERT

EX. BOX

COLLECTOR PIPE

EX. 12" GRADIENT

VALVE VAULT

EX. 3-WAY

VALVE VAULT

EX. 3-WAY

VALVE

EX. SHUT-OFF

EX. 8" DRAIN

VALVE

EX. SHUT-OFF

TRENCH DRAIN

STATION W/

EX. DECON

PROPERTY LINE

EX. GRAVEL

EW-01AMW-01A

MW-01B

EW-01C EW-01B

EW-22DEW-01DEW-02AMW-02A

MW-02B

EW-02C EW-02B

EW-02DEW-03AMW-03A

MW-03B

EW-03C EW-03B

EW-03DEW-04AMW-04A

MW-04B

EW-04C EW-04BEW-04DEW-05AMW-05A

MW-05B

EW-05C

EW-05BEW-05DEW-06AMW-06A

MW-06B

EW-06C EW-06BEW-06DMW-07A

MW-07B

EW-07C EW-07B

EW-07DEW-08A

E W

EW-08B

E W

M W

E W

EW-07A

E W

M W

E W

EW-13C

MW-13A

EW-13D

MW-13B

EW-14A

MW-14A

EW-14CEW-14B EW-14D

MW-14B

EW-15A

MW-15A

EW-15CEW-15B

EW-15D

MW-15B

EW-16A

MW-16A

EW-16CEW-16B EW-16D

MW-16B

EW-17DEW-17C

MW-17A

EW-17B

MW-17B

EW-17A

EW-18C

MW-18A

EW-18B

MW-18B

EW-18A

E W

D E

C M W

M W

E W

D E

C M W

B E

E W

D E

C M W

B E

A E

C M W

M W

B E

SYSTEM HEADER

COLLECTOR

EX. 12" GRADIENT

SYSTEM HEADER

COLLECTOR

EX. 12" GRADIENT

WALL

CUTOFF

EX. AIR VALVE IN MH

E W

G E

F E

E W

G E

F E

E W

MW-2C

CUTOFF WALL

EX. PERIMETER

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

T R

A C

G N

C O

N T

R A

C T N

IDENTIFICATION

SHEET

®of Engineers

US Army Corps of Engineers

US Army Corps

Chicago District

SHEET OF

A C

N D

A T

E D

E S

C R

N M

A R

K T

R A

C K

G N

A C

N D

G -0

A R

M Y C

O R

P S O

F E

N G

E E

R S

C H

A G

C H

A G

O D

T R

H N G

R O

B O

S K I, P .E

A N

S I

W P -1

-R -0

G-005

N A H

A R

B O

R A

N D C

A N

A L C

D F

G R

A D

N T C

O N

T R

O L P

L A

B U

S H P .G

D .B

0 280'140'

F A

Y O

P E

R A

N S A

N D D

R E

D G

AM1

AM2

AM8

AM7

AM6AM5

AM4

AM3

A U

G U

S T

(EW) ARE EXISTING.

7. ALL AIR MONITORS (AM), MONITORING WELLS (MW) AND EXTRACTION WELLS

TO THE AIR MONITORS DESIGNATIONS ON THE PROJECT WEBSITE.

6. AIR MONITORS DESIGNATIONS SHOWN ON THIS SHEET DO NOT CORRESPOND

AND AM7 TO BE MAINTAINED BY OTHERS.

MAINTAINED PER SECTION 44 10 00. EXISTING AIR MONITORS AM1, AM3, AM5,

5. EXISTING AIR MONITORS AM2, AM4, AM6, AND AM8 TO BE OPERATED AND

4. SEE GRADIENT EXTRACTION & MONITORING WELLS SHEET RC006.

3. SEE DECANT STRUCTURE DETAILS SHEETS RC002 AND RC003.

2. SEE DIKE MONITORING WELLS SHEET RC004.

1. SEE LIFT STATION AND FORCE MAIN VALVE VAULT DETAILS SHEET RC005.

-0

L S

E W

D E

M W

E W

C M

A E

M W

E W

EW-18D

EW-19D

EW-19C MW-19A

EW-19B

MW-19B

EW-19A

EW-20D EW-20C MW-20A

EW-20B EW-20A

EW-21B EW-21A

V V

W L -6

WL1-1+00

WL1-2+00

WL1-3+00

WL1-4+00

WL1-5+00

WL1-5+34WL1-5+34

WL2-0+00

WL2-1+00

W L -2

W L -3

W L -4

W L -5

W L -6

EW-21F

EW-21E

EW-20G

EW-20F EW-20E

EW-19E

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

T R

A C

G N

C O

N T

R A

C T N

IDENTIFICATION

SHEET

®of Engineers

US Army Corps of Engineers

US Army Corps

Chicago District

SHEET OF

A C

N D

A T

E D

E S

C R

N M

A R

K T

R A

C K

G N

A C

N D

G -0

A R

M Y C

O R

P S O

F E

N G

E E

R S

C H

A G

C H

A G

O D

T R

H N G

R O

B O

S K I, P .E

A N

S I

W P -1

-R -0

G-006

N A H

A R

B O

R A

N D C

A N

A L C

D F

B U

S H P .G

D .B

0 280'140'

F A

Y O

P E

R A

N S A

N D D

R E

D G

GEOTECHNICAL DETAILS

SHEET C-303 FOR

RETURN LINE, SEE

PROPOSED WWTP

VALVE

EXISTING 3-WAY

FACILITY

STORAGE

EXISTING

BUILDING

OPERATION

FACILITY

EXISTING

BY OTHERS)

CONSTRUCTED

(TO BE

FACILITY

STORAGE

VALVE

EXISTING

S T

E W

A T

E R T

R E

A T

M E

N T P

L A

N T P

L A

STRUCTURE

WEST DECANT

STRUCTURE

EAST DECANT

PAD

DECONTAMINATION

EXISTING

SHED

EXISTING

VALVE

EXISTING

EAST CELL

(SEE NOTE 1 AND 10)

OPERATION AREA

PROPOSED WWTP

AREA

GRAVEL

EXISTING

SEE NOTE 1

5 AND 10

SEE NOTES

COLLECTION HEADER

EXISTING

CUTOFF WALL

EXISTING

GCS FORCE MAIN

EXISTING

LAKE GEORGE CANAL

A U

G U

S T

WORK PAD).

TRANSFER OF SHARED FACILITIES (DECANT STRUCTURE DISCHARGE PIPE, UTILITIES,

SHALL INCLUDE, BUT IS NOT LIMITED TO WORKING OUT A SCHEDULE FOR THE EFFICIENT

PROVIDE MINIMUM INTERRUPTION IN WASTEWATER TREATMENT SERVICE. COORDINATION

SERVICE AT THE SITE. COORDINATE WITH THE OTHER CONTRACTOR AS REQUIRED TO

THIS CONTRACT WITH ANOTHER CONTRACTOR WHO WILL BE PERFORMING THE SAME

10. THERE WILL BE A PERIOD OF OVERLAP OF SERVICE AT THE BEGINNING AND THE END OF

PROPOSED WWTP RETURN LINE AS INDICATED ON THE PLANS.

9. BACKWASH WATER FROM THE WWTP MUST BE DISCHARGED INTO THE EAST CELL VIA THE

8. TREATED WATER FROM WWTP MUST BE DISCHARGED INTO THE LAKE GEORGE CANAL.

CONTRACTOR AND MUST BE APPROVED BY THE COR AND FACILITY MANAGER.

7. IF APPLICABLE, PUMP CONTROL CABINET LOCATION WILL BE RECOMMENDED BY THE

CONTRACTOR USE)

STORAGE FACILITY

(FOR EQUIPMENT

STORAGE LIMITS

STAGING /

PROPOSED WWTP LINE 2 (WL2)

SEE NOTE 1

EXISTING WWTP LINE 1 (WL1)

WL2 IS CONSTRUCTED AS APPROVED BY THE GOVERNMENT.

SHALL PROVIDE A MEANS FOR FUTURE PIPE CONNECTION TO WL1 IN THE EVENT OPTIONAL

ELECTS TO NOT USE THE PIPE CONNECTION PROVIDED BY OTHERS, THE CONTRACTOR

OF RING ROAD AND MUST BE APPROVED BY THE COR. IN THE EVENT THE CONTRACTOR

6. CONTRACTOR SHALL PLACE WL2 (OPTIONAL) A MINIMUM OF 5 FEET FROM NORTH SIDE EDGE

OPERATIONS.

CONTRACTORS MUST ADDRESS OVERLAP OF SERVICE AND CONSTRUCTION / DREDGING

UNDER USE BY THE GOVERNMENT OR OTHER SITE CONTRACTORS. COORDINATION AMONG

5. THE ENTIRE SITE IS AVAILABLE FOR THE CONTRACTOR'S USE UNLESS IT IS CURRENTLY

CONTRACTOR.

4. LOCATIONS OF EXISTING UTILITIES ARE PROVIDED AND SHALL BE FIELD VERIFIED BY THE

(COR) AND FACILITY MANAGER.

3. FINAL WWTP LAYOUT MUST BE APPROVED BY THE CONTRACTING OFFICER REPRESENTATIVE

APPURTENANCES.

INCLUDING ALL SITE PREPARATION, EQUIPMENT, PIPING, WIRING, CONTROLS, AND

2. CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND CONSTRUCTION OF THE WWTP

LINE 1 LOCATION IS APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY.

1. CONNECT WASTE WATER TREATMENT PLANT (WWTP) TO EXISTING WL1. EXISTING WWTP

TANK

CONC

TANK

TANKTANK

CONC

TANK

CONC

TANK

CONC

TANK

CONC

PILE

CONC

TANK

CONC

TANK

PILE

PILE PILE

PILE

CONC

TANK

PILE

ASPH

TANK

CONC

TANK

PILE

BRUSH

PILE

CONC

PILE

CONC

PILE

TANK

CONC

TANK

PILE

TANK

TANKTANK

TANK

PILE

TANK

LEVEE

UNPAVED

PARKING

TANK

PARKING

STORAGE

COLUMBUS DRIVE

TANK

U/C

U .S

R O

R O U

PARKING

ASPHPARKING

ELE

STA.

BM-

D-

ELE

STA.

C A

N A

T R

E E

C L

E N

U E

ELE

STA.

ELE

STA.

BM-

D-

ELE

STA.

ELE

.88

STA.

BM-

D-

ELE

.57

STA.

BM-

D-

ELE

STA.

E L E

S T

W E

E D

W E

E D

COLUMBUS DRIVE

ELE

9.2

STA.

BM-

D-

ELE

STA.

BM-

D-

E L E

S T

A T

S T

H A

E L E

S T

H S

B M

E L E

S T

H A

E L E

S T

E L E

S T

H S

B M

W.E.582.0

W.E.582.6

W.E.586.4

W.E.589.7

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

T R

A C

G N

C O

N T

R A

C T N

IDENTIFICATION

SHEET

®of Engineers

US Army Corps of Engineers

US Army Corps

Chicago District

SHEET OF

A C

N D

A T

E D

E S

C R

N M

A R

K T

R A

C K

G N

A C

N D

G -0

A R

M Y C

O R

P S O

F E

N G

E E

R S

C H

A G

C H

A G

O D

T R

H N G

R O

B O

S K I, P .E

A N

S I

W P -1

-R -0

G-007

N A H

A R

B O

R A

N D C

A N

A L C

D F

B U

S H P .G

D .B

A U

G U

S T

C-010

C-009

C-008

C-007

C-006

C-005 C-004

C-003

C-002

C-001

F A

Y O

P E

R A

N S A

N D D

R E

D G

E D

G P

R O J E

C T K

E Y M

0 800' 1600'

IHC CDF

INDIANAPOLIS BLVD

C A

N A

L S

T R

E E

K E

Y R

O A

R A

R O

A D

C L

E A

V E

R E

A C

R E

A C

R E

A C

R E

A C

R E

A C

R E

A C

R E

A C

R E

A C

R E

A C

R E

A C

H 8R

R O

A D

R E

A C

E A

C H

R E

A C

E A

C H

REACH 13

R E

A C

R E

A C

REACH 4

REACH 3

REACH 2

REACH 1

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

T R

A C

G N

C O

N T

R A

C T N

IDENTIFICATION

SHEET

®of Engineers

US Army Corps of Engineers

US Army Corps

Chicago District

SHEET OF

A C

N D

A T

E D

E S

C R

N M

A R

K T

R A

C K

G N

A C

N D

V -0

A R

M Y C

O R

P S O

F E

N G

E E

R S

C H

A G

C H

A G

O D

T R

H N G

R O

B O

S K I, P .E

A N

S I

W P -1

-R -0

V-001

N A H

A R

B O

R A

N D C

A N

A L C

D F

S U

R V

E Y C

O N

T R

O L I

N F

O R

M A

B U

S H P .G

D .B

A U

G U

S T

GENERAL NOTES

F A

Y O

P E

R A

N S A

N D D

R E

D G

R I

N D

N A H

A R

B O

R A

N D C

A N

A L

2000'0 1000'

HTTP://WWW.NGS.NOAA.GOV/TOOLS/IGLD85/igld85.shtml.

10. A DATUM CONVERSION CALCULATOR IS AVAILABLE AT

HARBOR AND DATUM NAVD88 IS FOR CONTROL POINT DATA ONLY AT THE CONFINED DISPOSAL FACILITY.

9. FOR SHEETS V-001 AND V-002, DATUM IGLD85 IS FOR THE HYDROGRAPHIC SURVEY DATA IN THE CANAL AND

COORDINATES SHOWN ARE IN U.S. SURVEY FEET.

MERCATOR PROJECTION, INDIANA WEST ZONE (1302), NORTH AMERICAN DATUM 1983 (NAD83). ALL

8. GRID COORDINATES ARE BASED ON THE INDIANA STATE PLANE COORDINATE SYSTEM, TRANSVERSE

DGPS RECEIVER IS MANUFACTURED APPLANIX MARINE POS/MV VER 4.0.

STATIONS. SIGNAL STRENGTH IS USED AS THE DETERMINING FACTOR IN DIFFERENTIAL SELECTION. THE

THE DIFFERENTIAL CORRECTIONS ARE PROVED BY U.S. COAST GUARD DIFFERENTIAL BROADCAST

7. HORIZONTAL POSITIONING IS DETERMINED USING THE DIFFERENTIAL GLOBAL POSITIONING SYSTEM (DGPS).

THE TIME.

DURING APRIL 2015 AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS PRESENT AT

6. THE INFORMATION DEPICTED ON SHEETS C-001 THRU C-010 REPRESENTS THE RESULTS OF SURVEYS MADE

LOCATED AT DICKEY ROAD BRIDGE (80-7).

5. FOR INDIANA CANAL (REACHES 5 THRU 13), WATER LEVEL READINGS ARE FROM AN AUTOMATED GAUGE

LOCATED AT INDIANA HARBOR STATION (80-5).

4. FOR INDIANA HARBOR (REACHES 1 THRU 4), WATER LEVEL READINGS ARE FROM AN AUTOMATED GAUGE

DEPTHS ARE MEASURED USING A R2SONIC 2024 MULTIBEAM SONAR.

85). LOW WATER DATUM (LWD) ZERO IS 577.5 FEET ABOVE MEAN WATER LEVEL AT POINT RIMOUSKI QUEBEC.

3. ELEVATIONS AND SOUNDING DEPTHS ARE REFERRED TO INTERNATIONAL GREAT LAKES DATUM 1985 (IGLD

OPERATIONS AND NOTICES TO NAVIGATION INTERESTS.

AREA CENTERED AROUND THE TEXT. MINIMUM DEPTH DATA IS PRODUCED FOR STRIKE/SHOAL REMOVAL

2. THE SOUNDINGS INDICATED HEREON REPRESENT THE MINIMUM DEPTH FOUND IN THE 10 FOOT BY 10 FOOT

ACCORDINGLY IN THE BID.

NECESSARY ACTIONS TO ASSESS THE EXISTING CONDITIONS AT THE TIME OF BIDDING, AND INCLUDE COST

CONSTRUCTION MAY VARY AND DIFFER FROM THOSE SHOWN. THE CONTRACTOR SHALL TAKE ALL

DETROIT DISTRICT AND REPRESENTS CONDITIONS EXISTING AT THAT TIME. EXISTING CONDITIONS DURING

APRIL 2015. DATE OF SURVEY FOR REACH 4 AND REACH 13 IS AUGUST 2015. SURVEY PERFORMED BY USACE

1. EXCLUDING REACH 4 AND REACH 13 THE SURVEY CONDITIONS SHOWN ON THESE DRAWINGS ARE FROM AN

80-7

80-5

M M

NAVD88

HORIZONTAL & VERTICAL CONTROL POINTS

POINT

NORTHING (Y) EASTING (X)

DESCRIPTION

ELEV. ELEV.

GENERAL NOTES

2331059.88

IHC-CDF-1 2333490.56

IHC-CDF-2

IHC-CDF-3 2331106.63

588.9162843771.87

591.3272844011.46

591.0452842254.07

DISK

BRONZE DISK

IHC-CDF-1

IHC-CDF-2 IHC-CDF-3

500'0 250'

IHC-CDF-4

IHC-CDF-4IN WEST NAD83 STATEPLANE COORDINATES

2334422.31 592.9122842010.63

DI0731.

4. ALL HORIZONTAL AND VERTICAL CONTROL POINTS ARE REFERENCED TO NGS MONUMENT

OF 1988 (NAVD88) U.S. FEET.

3. ALL ELEVATIONS SHOWN ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM

FEET.

COORDINATE SYSTEM, WEST ZONE, NORTH AMERICAN DATUM OF 1983 (NAD83) U.S.

2. ALL COORDINATES SHOWN ARE REFERENCED TO THE INDIANA STATE PLANE

EXISTING AT THAT TIME.

THE USACE CHICAGO DISTRICT DURING 2010 AND 2013 AND REPRESENTS CONDITIONS

1. THE SURVEY CONDITIONS SHOWN ON THIS SHEET ARE FROM SURVEYS PERFORMED BY

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

T R

A C

G N

C O

N T

R A

C T N

IDENTIFICATION

SHEET

®of Engineers

US Army Corps of Engineers

US Army Corps

Chicago District

SHEET OF

A C

N D

A T

E D

E S

C R

N M

A R

K T

R A

C K

G N

A C

N D

V -0

A R

M Y C

O R

P S O

F E

N G

E E

R S

C H

A G

C H

A G

O D

T R

H N G

R O

B O

S K I, P .E

A N

S I

W P -1

-R -0

V-002

N A H

A R

B O

R A

N D C

A N

A L C

D F

S U

R V

E Y C

O N

T R

O L I

N F

O R

M A

B U

S H P .G

D .B

A U

G U

S T

F O

R I

N D

N A H

A R

B O

R A

N D C

A N

A L

C O

N F

E D D

P O

S A

L F

A C

F A

Y O

P E

R A

N S A

N D D

R E

D G

N 2,345,816.81

E 2,853,771.98

N 2,345,713.59

E 2,853,385.53

-3 .3

-3 .2

-3 .1'

-3 .0

-3 .0 '-3

-3 .0

-3 1.9

-3 1.8

-3 1.9

-3 1.8

-3 1.8 ' -3 1.8

-3 1.8

-3 1.7 ' -3 1.7

-3 1.7

-3 1.8

-3 1.7

-3 1.8

-3 1.7

-3 1.8

-3 1.7 '-3 1.7

-3 1.8

-3 1.7

-3 1.7 '-3

1.7

-3 1.6 ' -3 1.7

-3 1.6

-3 1.7

-3 1.6

-3 1.7

-3 1.7 ' -3 1.7

-3 1.7

-3 1.7 ' -3 1.6 ' -3 1.7 ' -3 1.7 ' -3 1.6

-3 1.7

-3 1.7 '-3 1.7 ' -3 1.7

-3 1.7

-3 1.6

-3 1.7

-3 1.6

-3 1.7 ' -3 1.6 ' -3

1.7

-3 1.7 ' -3

1.7 ' -3 1.7

-3 1.6

-3 1.7 ' -3 1.7

-3 1.6

-3 1.6 ' -3 1.6

-3 1.6

-3 1.6 ' -3

1.6

-3 1.6

-3 1.6 '-3 1.6

-3 1.6

-3 1.6 ' -3 1.6

-3 1.6

-3 1.5 '-3 1.5

-3 1.5

-3 1.6

-3 1.5

-3 1.6 ' -3

1.6

-3 1.5

-3 1.6

-3 1.5

-3 1.5 ' -3

1.5

-3 1.5

-3 1.6

-3 1.5

-3 1.5 ' -3 1.5

-3 1.5

-3 1.5 '-3 1.5

-3 1.5

-3 1.5 ' -3 1.5

-3 1.5

-3 1.4

-3 1.5 ' -3

1.4

-3 1.4

-3 1.5

-3 1.4

-3 1.4 ' -3

1.5

-3 1.5 ' -3 1.5

-3 1.4

-3 1.4 '-3 1.4

-3 1.4

-3 1.5

-3 1.4

-3 1.5

-3 1.4

-3 1.4 '-3 1.5

-3 1.5

-3 1.4 '-3 1.4

-3 1.4

-3 1.4 ' -3

1.4

-3 1.4 ' -3 1.4

-3 1.4

-3 1.4 ' -3 1.4

-3 1.4

-3 1.4 ' -3 1.4

-3 1.4

-3 1.4 '-3 1.4

-3 1.4

-3 1.3

-3 1.4 '-3 1.4

-3 1.3

-3 1.4 '-3 1.4

-3 1.4

-3 1.4 ' -3 1.4

-3 1.4

-3 1.4 ' -3 1.4

-3 1.4

-3 1.3

-3 1.4

-3 1.3

-3 1.4

-3 1.3

-3 1.4

-3 1.3

-3 1.3 ' -3 1.3

-3 1.3

-3 1.3 ' -3

1.3

-3 1.3 ' -3

1.3

-3 1.3 ' -3

1.3 '-3 1.3

-3 1.3

-3 1.3 ' -3

1.3

-3 1.3 ' -3

1.3

-3 1.3

-3 1.3 ' -3 1.3

-3 1.3

-3 1.3 ' -3

1.3

-3 1.3

-3 1.3 ' -3 1.3

-3 1.3

-3 1.3 ' -3

1.3

-3 1.3 ' -3 1.3 ' -3 1.3

-3 1.3 ' -3 1.3

-3 1.3

-3 1.3 ' -3 1.3

-3 1.3

-3 1.3 ' -3 1.3

-3 1.3

-3 1.3 ' -3 1.3

-3 1.3

-3 1.3 ' -3

1.3

-3 1.3

-3 1.3 '-3 1.3

-3 1.3

-3 1.3 ' -3

1.3

-3 1.3

-3 1.3 ' -3 1.3

-3 1.3

-3 1.3 ' -3 1.3

-3 1.3 ' -3

1.3

-3 1.3

-3 1.3 '-3 1.3

-3 1.3

-3 1.3 ' -3 1.3

-3 1.3

-3 1.2

-3 1.3

-3 1.2

-3 1.2 '-3 1.3 ' -3 1.2

-3 1.2

-3 1.2 ' -3 1.3

-3 1.2

-3 1.3

-3 1.2

-3 1.3

-3 1.2

-3 1.3

-3 1.2

-3 1.3

-3 1.2

-3 1.2 '-3 1.3

-3 1.2

-3 1.2 ' -3 1.2

-3 1.2

-3 1.2 ' -3

1.2

-3 1.2

-3 1.2 ' -3 1.2

-3 1.2

-3 1.3

-3 1.2

-3 1.3

-3 1.2

-3 1.3

-3 1.2

-3 1.3

-3 1.2

-3 1.2 ' -3

1.2

-3 1.3

-3 1.2

-3 1.3

-3 1.2

-3 1.2 ' -3 1.2

-3 1.2

-3 1.2 ' -3

1.2

-3 1.2

-3 1.2 '-3 1.2

-3 1.2

-3 1.2 ' -3

1.2

-3 1.2

-3 1.2 ' -3 1.2

-3 1.2

-3 1.2 ' -3

1.2

-3 1.2

-3 1.2 ' -3 1.2 ' -3

1.2

-3 1.2

-3 1.2 ' -3 1.2

-3 1.2

-3 1.2 '-3

1.1'

-3 1.2 ' -3

1.1'

-3 1.1'

-3 1.2 ' -3 1.2

-3 1.1'

-3 1.2 '-3 1.1'

-3 1.2

-3 1.1'

-3 1.2

-3 1.1'

-3 1.2

-3 1.2 ' -3

1.1'

-3 1.1'

-3 1.2

-3 1.1' -3

1.1' -3 1.2

-3 1.1'

-3 1.2

-3 1.1'

-3 1.1' -3

1.2

-3 1.1'

-3 1.2

-3 1.1'

-3 1.2

-3 1.1' -3

1.1'

-3 1.2

-3 1.1'

-3 1.2 ' -3 1.2

-3 1.2

-3 1.1'

-3 1.2

-3 1.1'

-3 1.1' -3

1.1'

-3 1.1'

-3 1.2

-3 1.1'

-3 1.1' -3

1.2

-3 1.1'

-3 1.1' -3

1.2

-3 1.1'

-3 1.2

-3 1.1'

-3 1.1'-3

1.1'

-3 1.1'

-3 1.1' -3

1.1'

-3 1.1'

-3 1.0

-3 1.1'-3

1.1'

-3 1.1'

-3 1.0

-3 1.1'

-3 1.1' -3

1.1'

-3 1.1'

-3 1.1'-3

1.1'-3 1.0

-3 1.0

-3 1.1'

-3 1.0

-3 1.1'

-3 1.0

-3 1.1'

-3 1.0 ' -3 1.1'

-3 1.1' -3

1.1' -3 1.1'

-3 1.1'

-3 1.1' -3

1.1'

-3 1.1'

-3 1.0

-3 1.1' -3

1.1'

-3 1.1'

-3 1.1' -3

1.0

-3 1.1'

-3 1.0

-3 1.1'

-3 1.1' -3

1.1'

-3 1.1'

-3 1.0

-3 1.1'

-3 1.1' -3

1.0

-3 1.1'

-3 1.1' -3

1.1'

-3 1.0 ' -3

1.0

-3 1.0

-3 1.1'

-3 1.0

-3 1.1' -3

1.1'

-3 1.1'

-3 1.1' -3

1.1' -3 1.0

-3 1.1'

-3 1.1' -3

1.0

-3 1.1'

-3 1.0 ' -3

1.1'

-3 1.1'

-3 1.0

-3 1.1'

-3 1.0

-3 1.1'

-3 1.1' -3

1.0 ' -3 1.1'

-3 1.1'

-3 1.1'-3

1.1'

-3 1.1'

-3 1.0

-3 1.0 ' -3

1.0

-3 1.0 ' -3

1.0

-3 1.0

-3 1.0 ' -3 1.0 ' -3 1.0

-3 1.0 ' -3

1.0

-3 1.0

-3 1.0 ' -3 1.0

-3 1.0 ' -3

1.0

-3 1.0

-3 1.0 ' -3 1.0 ' -3

1.0

-3 1.0

-3 1.0 '-3

1.0

-3 1.0 ' -3

1.0 ' -3 1.0

-3 1.0

-3 1.0 '-3 1.0

-3 1.0

-3 1.0 ' -3 1.0

-3 1.0

-3 1.0 ' -3 1.0

-3 1.0

-3 1.0 ' -3 1.0

-3 1.0

-3 1.0 ' -3 1.0

-3 1.0

-3 1.0 ' -3

1.0

-3 1.0

-3 1.0 ' -3

1.0 ' -3 1.0 ' -3 1.0

-3 1.0

-3 1.0 ' -3

1.0

-3 1.0

-3 1.0 ' -3 1.0

-3 1.0

-3 .9 ' -3

-3 .9

-3 .9 '-3

-3 .9

-3 1.0

-3 .9

-3 .9 ' -3

-3 .9

-3 .9 '-3

-3 .9

-3 1.0

-3 .9

-3 1.0

-3 .9

-3 .9 '-3

-3 1.0

-3 .9

-3 .9 -3

-3 .9

-3 .9 ' -3

-3 .9

-3 .8

-3 .9

-3 .8

-3 .9

-3 .8

-3 .9

-3 .8

-3 .9

-3 .8

-3 .9

-3 .8

-3 .9

-3 .8

-3 .8 '-3

-3 .8

-3 .8 '-3 .9

-3 .8

-3 .9

-3 .8

-3 .9

-3 .8

-3 .9

-3 .8

-3 .9

-3 .8

-3 .9

-3 .8

-3 .9

-3 .9 ' -3

-3 .9

-3 .8 ' -3

-3 .8

-3 .9

-3 .8

-3 .9

-3 .8

-3 .9

-3 .8

-3 .8 '-3

-3 .9

-3 .8

-3 .9

-3 .8

-3 .9

-3 .8

-3 .9 -3

-3 .8

-3 .9

-3 .8

-3 .8 ' -3

-3 .8

-3 .8 ' -3

-3 .8

-3 .8 ' -3

-3 .8

-3 .7

-3 .8

-3 .7

-3 .8

-3 .7

-3 .8

-3 .7

-3 .8

-3 .7

-3 .7 -3

-3 .7

-3 .8

-3 .7

-3 .8

-3 .7

-3 .8

-3 .7

-3 .8

-3 .7

-3 .8

-3 .8 -3

-3 .8

-3 .7

-3 .8

-3 .7

-3 .8

-3 .7

-3 .8

-3 .7

-3 .7 '-3

-3 .7

-3 .7 '-3 .7

-3 .7

-3 .7 ' -3

-3 .7

-3 .7 ' -3

-3 .7

-3 .7 ' -3

-3 .7

-3 .7 '-3

-3 .7

-3 .7 '-3

-3 .7

-3 .7 '-3 .7

-3 .7

-3 .7 ' -3

-3 .7

-3 .7 ' -3

-3 .7

-3 .7 '-3

-3 .7

-3 .6 -3

-3 .6

-3 .7

-3 .6

-3 .6 '-3 .6

-3 .6

-3 .6 '-3

-3 .6

-3 .6 '-3

-3 .6

-3 .6 '-3

-3 .6 -3

-3 .6

-3 .6 ' -3

-3 .6

-3 .6 ' -3

-3 .6

-3 .6 ' -3

-3 .6

-3 .5

-3 .6

-3 .5

-3 .6

-3 .5

-3 .6

-3 .5

-3 .6 ' -3

.6 ' -3

-3 .5

-3 .5 '-3 .6

-3 .6

-3 .5

-3 .6

-3 .5

-3 .5 '-3 .6

-3 .5

-3 .6

-3 .5

-3 .6

-3 .5

-3 .6

-3 .5

-3 .5 ' -3

-3 .5

-3 .5 ' -3

-3 .5

-3 .4 '-3

-3 .4

-3 .5

-3 .4

-3 .5

-3 .4

-3 .5

-3 .4

-3 .5

-3 .4

-3 .5

-3 .4

-3 .5

-3 .4

-3 .5 ' -3

-3 .5

-3 .4

-3 .4 '-3 .4

-3 .4

-3 .4 '-3

-3 .4

-3 .4 ' -3

-3 .4

-3 .4 '-3

-3 .4

-3 .4 '-3

-3 .4

-3 .4 '-3 .4

-3 .4

-3 .4 '-3

-3 .4

-3 .3

-3 .3 '-3

.3 '-3

-3 .3

-3 .4

-3 .3

-3 .4

-3 .3

-3 .3 ' -3

-3 .3

-3 .3 ' -3

-3 .3

-3 .4

-3 .3

-3 .4

-3 .3

-3 .3 -3

-3 .3 '-3

-3 .3

-3 .3 '-3

-3 .3

-3 .3 ' -3

-3 .3

-3 .2

-3 .3

-3 .2

-3 .3

-3 .2 '-3

-3 .3

-3 .2

-3 .3

-3 .2

-3 .3

-3 .2

-3 .3

-3 .2

-3 .3

-3 .2

-3 .2 '-3 .2

-3 .2

-3 .2 '-3 .2

-3 .2

-3 .2 ' -3

-3 .2

-3 .2 ' -3

-3 .2

-3 .1'

-3 .2 '-3

.1'-3

-3 .2

-3 .2 '-3 .2

-3 .2

-3 .2 ' -3

.1'

-3 .1'

-3 .2

-3 .1'

-3 .1'-3

.1'

-3 .1'

-3 .1'-3

.1'

-3 .1'

-3 .1'-3

.1'

-3 .1'

-3 .1'-3

.1'

-3 .1'

-3 .1' -3

.1'

-3 .1'

-3 .1' -3

.1'

-3 .1'

-3 .0

-3 .0 '-3 .0 '-3

-3 .0

-3 .0 '-3

-3 .0

-3 .0 '-3

-3 .0

-2 .9

-3 .0

-2 .9

-3 .0

-2 .9

-3 .0

-2 .9

-3 .0

-2 .9

-2 .9 '-2 .9

-2 .9

-2 .9 ' -2

.9 ' -2

-2 .9

-2 .8

-2 .9

-2 .9 '-2 .8 '-2

-2 .8

-2 .9

-2 .8

-2 .9

-2 .8

-2 .8 -2

-2 .9

-2 .8

-2 .8 '-2 .8

-2 .8

-2 .8 -2

-2 .8

-2 .7

-2 .7 '-2

-2 .7

-2 .7 '-2

-2 .7

-2 .7 ' -2

-2 .7

-2 .7 '-2

-2 .7

-2 .7 -2

-2 .7

-2 .7 '-2 .7 '-2 .7

-2 .6

-2 .6 ' -2

-2 .6

-2 .6 '-2 .6

-2 .6

-2 .6 -2

-2 .6

-2 .5

-2 .6

-2 .5

-2 .6

-2 .5

-2 .5 '-2

-2 .5

-2 .5 -2

-2 .5

-2 .5 '-2

-2 .4

-2 .5 '-2

.5 '-2 .4

-2 .5

-2 .4

-2 .5

-2 .4 '-2

-2 .4

-2 .5 '-2

-2 .5

-2 .4

-2 .5

-2 .4

-2 .5

-2 .4

-2 .4 '-2

.4 '-2

-2 .4

-2 .4 '-2

-2 .4

-2 .3

-2 .4

-2 .3

-2 .4

-2 .3

-2 .3 '-2

-2 .3

-2 .3 '-2

-2 .3

-2 .3 '-2

-2 .3

-2 .2

-2 .3

-2 .2

-2 .2 '-2

-2 .2

-2 .2 '-2

-2 .2

-2 .1'

-2 .2

-2 .1'-2

.1'-2

.1'

-2 .1'

-2 .1' -2

.1'

-2 .1'

-2 .1' -2

.1'

-2 .1'

-2 .1'-2

.1'

-2 .1'

-2 .1'-2

.1'

-2 .1'

-2 .1' -2

.1'

-2 .1'

-2 .0

-2 .0 '-2

-2 .1' -2

-2 .0

-2 .1'

-2 .0 '-2

-2 .1'

-2 .0 -2

.1'

-2 .0

-2 .0 '-2

-2 .0 -2

-2 .0

-2 .0 ' -2

-2 .0

-2 .0 '-2

-2 .0

-2 .0 ' -2

-2 .9

-2 .0 '-2

-2 .9

-2 .0 '-2

-2 .0

-2 .9

-2 .0

-2 .9

-2 .9 '-2 .9 '-2

-2 .9

-2 .9 ' -2

-2 .9

-2 .9 '-2 .9

-2 .9

-2 .9 '-2 .9

-2 .9

-2 .9 '-2

-2 .8 '-2

-2 .9

-2 .8

-2 .9 -2

.9 '-2

-2 .9 ' -2

-2 .9

-2 .8

-2 .9

-2 .8

-2 .8 '-2

-2 .8

-2 .8 '-2

-2 .8

-2 .8 '-2

-2 .8

-2 .7

-2 .7 '-2

-2 .7

-2 .7 '-2

-2 .8

-2 .8 ' -2

-2 .8

-2 .7 '-2

.7 '-2

-2 .7

-2 .7 '-2

-2 .7

-2 .6

-2 .6 '-2

-2 .7

-2 .6

-2 .7

-2 .7 -2

-2 .7

-2 .6

-2 .7

-2 .6

-2 .6 -2

-2 .6 '-2

.6 '-2

-2 .6

-2 .5

-2 .6

-2 .6 '-2

-2 .6

-2 .6 ' -2

-2 .6

-2 .5 '-2 .5

-2 .5

-2 .5 '-2

-2 .5

-2 .5 '-2 .5

-2 .5

-2 .4

-2 .4 '-2

.5 '-2

-2 .5

-2 .5 '-2

.5 '-2

-2 .4

-2 .5

-2 .4

-2 .5

-2 .4

-2 .5

-2 .4

-2 .4 '-2

.4 '-2

-2 .4

-2 .4 '-2 .4

-2 .4

-2 .3

-2 .4

-2 .3

-2 .3 '-2 .3

-2 .3

-2 .4

-2 .3

-2 .3 '-2 .4

-2 .4 '-2

-2 .4

-2 .3

-2 .3 '-2 .3

-2 .3

-2 .2

-2 .3

-2 .2

-2 .3

-2 .2

-2 .3

-2 .3 ' -2

-2 .3

-2 .2

-2 .2 '-2 .2

-2 .2

-2 .2 '-2

-2 .2

-2 .2 ' -2

-2 .2

-2 .2 '-2

-2 .2

-2 .1'-2

-2 .1'

-2 .1' -2

.1'

-2 .1'

-2 .2

-2 .1'

-2 .2

-2 .1'

-2 .1'-2

.1'

-2 .1'

-2 .1'-2

.1'

-2 .1'

-2 .0

-2 .1'

-2 .1'-2

.1'

-2 .1'-2

.1'

-2 .0

-2 .1'

-2 .0

-2 .0 '-2

-2 .0 ' -2

-2 .0

-2 .0 '-2

.0 '-2 .0

-2 .0

-2 .9

-2 .0

-2 .9

-2 .9 '-2

-2 .9

-2 .8

-2 .9

-2 .8

-2 .8 '-2 .8

-2 .8

-2 .7

-2 .7 '-2

.7 '-2 .7

-2 .7

-2 .7 '-2

-2 .7

-2 .7 '-2

-2 .7

-2 .6 '-2 .6

-2 .6

-2 .6 '-2 .6

-2 .6

-2 .5

-2 .6

-2 .5

-2 .5 '-2 .5

-2 .5

-2 .4

-2 .5

-2 .4

-2 .5

-2 .4

-2 .3 '-2

-2 .3

-2 .3 '-2 .3

-2 .3

-2 .2 '-2 .2

-2 .2 '-2

.2 '-2 .2

-2 .3

-2 .2

-2 .2 '-2 .2

-2 .1'

-2 .1' -2

.1'

-2 .1'-2

.1'

-2 .1'

-2 .1'-2

.1'

-2 .0 '-2 .1'

-2 .0

-2 .0 '-2 .0

-2 .0

-2 .9

-2 .0

-2 .9

-2 .8

-2 .9

-2 .8

-2 .9

-2 .8

-2 .7

-2 .7 '-2 .7

-2 .6

-2 .4

-17 .9

-17 .2

-13 .5

N 2,345,816.81

E 2,853,771.98

L A K E M I C H I G A N

LIMITS OF FEDERAL PROJECT CHANNEL (TOE)LIMITS OF FEDERAL PROJECT CHANNEL (TOE)

LIMITS OF FEDERAL PROJECT CHANNEL (TOE)

W .E

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

T R

A C

G N

C O

N T

R A

C T N

IDENTIFICATION

SHEET

®of Engineers

US Army Corps of Engineers

US Army Corps

Chicago District

SHEET OF

A C

N D

A T

E D

E S

C R

N M

A R

K T

R A

C K

G N

A C

N D

C -0

A R

M Y C

O R

P S O

F E

N G

E E

R S

C H

A G

C H

A G

O D

T R

H N G

R O

B O

S K I, P .E

A N

S I

W P -1

-R -0

C-001

N A H

A R

B O

R A

N D C

A N

A L C

D F

N A H

A R

B O

B U

S H P .G

D .B

A U

G U

S T

1 INCH = 100 FEET

0 100 20050

E 2,855,000

E 2,853,500

S E

E S

H E

E T C -0

O R C

O N

U A

F A

Y O

P E

R A

N S A

N D D

R E

D G

E D

G S

H E

E T O

CENTERLINE

U.S. FEET.

COORDINATE SYSTEM, WEST ZONE, NORTH AMERICAN DATUM OF 1983 (NAD83)

4. ALL COORDINATES SHOWN ARE REFERENCED TO THE INDIANA STATE PLANE

ACCORDINGLY IN THE BID.

THE EXISTING CONDITIONS AT THE TIME OF BIDDING, AND INCLUDE COST

SHOWN. THE CONTRACTOR SHALL TAKE ALL NECESSARY ACTIONS TO ASSESS

CONDITIONS DURING CONSTRUCTION MAY VARY AND DIFFER FROM THOSE

DISTRICT AND REPRESENTS CONDITIONS EXISTING AT THAT TIME. EXISTING

AND REACH 13 IS AUGUST 2015. SURVEY PERFORMED BY USACE DETROIT

THESE DRAWINGS ARE FROM AN APRIL 2015. DATE OF SURVEY FOR REACH 4

3. EXCLUDING REACH 4 AND REACH 13 THE SURVEY CONDITIONS SHOWN ON

BELOW LOW WATER DATUM (LWD).

2. FOR SHEETS C-001 THRU C-010, ALL CHANNEL DEPTH READINGS ARE IN FEET

ZONE, NORTH AMERICAN DATUM OF 1983 (NAD83) U.S. FEET.

REFERENCED TO THE INDIANA STATE PLANE COORDINATE SYSTEM WEST,

1. FOR SHEETS C-001 THRU C-010, ALL GRID COORDINATES SHOWN ARE

-3 1.8

-3 1.7 '-3

1.7

-3 1.7

-3 1.6

-3 1.7 ' -3 1.7

-3 1.7

-3 1.6

-3 1.6 '-3 1.6

-3 1.6

-3 1.6 ' -3 1.6

-3 1.6

-3 1.5

-3 1.4 '-3 1.4

-3 1.4

-3 1.5

-3 1.4 ' -3 1.5

-3 1.4

-3 1.3

-3 1.4

-3 1.4 '-3 1.4

-3 1.3

-3 1.3 '-3 1.3

-3 1.3

-3 1.3 ' -3 1.3

-3 1.3

-3 1.3 ' -3 1.3

-3 1.3

-3 1.2

-3 1.2 ' -3

1.2

-3 1.3

-3 1.2

-3 1.3

-3 1.2

-3 1.2 ' -3

1.2

-3 1.2

-3 1.2 '-3 1.2

-3 1.2

-3 1.2 ' -3 1.2

-3 1.2

-3 1.2 ' -3 1.2

-3 1.2

-3 1.2 '-3

1.2

-3 1.2

-3 1.1'-3

1.1'

-3 1.2

-3 1.1'

-3 1.1' -3

1.2

-3 1.1'

-3 1.2

-3 1.1'

-3 1.2

-3 1.1'

-3 1.1' -3

1.2

-3 1.1'

-3 1.2

-3 1.2 '-3 1.1'

-3 1.1'

-3 1.1'-3

1.1'

-3 1.1'

-3 1.0

-3 1.1'

-3 1.0

-3 1.1'

-3 1.1'-3

1.1'

-3 1.0

-3 1.0 ' -3

1.1'

-3 1.1'

-3 1.1' -3

1.1'

-3 1.1'

-3 1.0 ' -3 1.1'-3

1.1'

-3 1.0

-3 1.0 ' -3 1.0 ' -3 1.0

-3 1.0

-3 1.0 '-3 1.0

-3 1.0

-3 1.0 ' -3

1.0

-3 1.0

-3 1.0 ' -3 1.0

-3 1.0

-3 1.0 ' -3

1.0

-3 1.0

-3 1.0 ' -3 1.0

-3 1.0

-3 1.0 ' -3 1.0

-3 1.0

-3 1.0 ' -3

1.0 ' -3 1.0 ' -3

1.0

-3 1.0 ' -3

1.0

-3 1.0

-3 .9

-3 1.0

-3 .9

-3 .

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. Updated Nov 14, 2017.