REVISED Plans 19-AUG-2022 - Calumet Harbor and River DMDF Vertical Expansion Project.pdf

PDF 46 MB Posted Aug 19, 2022

Attached to: DMDF Calumet Harbor and River Vertical Expansion
Solicitation number: W912P622R0004
Issued by: Department of the Army Corps of Engineers Engineering District Chicago

About this file

Written by GovTribe AI · Dec 28, 2023

This solicitation is for a vertical expansion project at the Dredged Material Disposal Facility in Calumet Harbor and River located in Chicago, Illinois. The project has an estimated construction cost between $10 million and $25 million. The required wage rates are IL20220009 dated June 10, 2022. The North American Industry Classification System code for this opportunity is 238910 for site preparation contractors, with a size standard of $16.5 million. This is a full and open procurement that requires a 10% price evaluation for HUBZone small businesses in accordance with Federal Acquisition Regulation 19.1307. Offerors must comply with System for Award Management registration requirements including provisions for Central Contractor Registration, Online Representations and Certifications Application, and electronic payment instructions. A site visit is available as outlined in Federal Acquisition Regulation clause 52.236-27 Alternate I. The soliciting agency is the Department of the Army Corps of Engineers Engineering District Chicago.

View the file

Other files

File	Type	Posted
W912P622R0004-0002.pdf	PDF	Aug 23, 2022
W912P622R0004-0001 Amendment.pdf	PDF	Aug 19, 2022
Site Visit Roster.pdf	PDF	Aug 18, 2022
Plans (July-20-2022) - Calumet Harbor and River DMDF Vertical Expansion Project.zip	ZIP file	Jul 28, 2022
W912P622R0004-0000.pdf	PDF	Jul 22, 2022

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

DS: AEC_Screen_FullSize.dscriptPD: AEC_pdf.pltcfg11:12:47 AM 8/19/2022

...\Calumet Harbor and River\...\Chicago Area CDF Vertical Expansion - FY21\...\113990-6LC444-VE_G-001.dgn

-2

-R -0

W912P6-22-R-0004

-6 L

-2

-C -X

X X

07/2022

W912P6-22-C-XXXX

CHICAGO DISTRICT

G-001

A N

S I

C O

V E

R P

A G

E A

N D

I N

D E

PROJECT LOCATION

C A

L U

M E

T H

A R

B O

R A

N D

E R

CALUMET HARBOR AND RIVER, ILLINOIS

D R

E D

G E

D M

A T

E R

P O

S A

L F

A C

V E

R T

L E

X P

A N

N P

H A

S E

R O

J E

C T

DREDGED MATERIAL DISPOSAL FACILITY

VERTICAL EXPANSION PHASE 1 PROJECT

K A

R R

K L

U Z

D .S

C H

A N

-6 L

-V E

-0

.d g n

CERTIFIED FINAL DOCUMENTS - RTA

R M

R A

S O

N N

D E

N E

D B

D E

S C

M A

R K

S I Z

S U

B M

E D

B Y

D A

T E

C O

N T

R A

C T

N O

H E

C K

E D

B Y

D R

A W

N B

U E

D A

T E

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

C H

G O

A S

A L

L E

S T

C H

G O

T R

P R

O J E

C T

I D

E N

A M

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

of Engineers

US Army Corps

SHEET INDEX

REFERENCE DRAWING113990-6LC444-VE_RC-101.dgnRC-101

DITCH DETAILS113990-6LC444-VE_CS-505.dgnCS-505

FENCE AND GATE DETAILS113990-6LC444-VE_CS-504.dgnCS-504

TYPICAL BERM SECTION DETAILS113990-6LC444-VE_CS-503.dgnCS-503

TYPICAL BERM SECTION DETAILS113990-6LC444-VE_CS-502.dgnCS-502

TYPICAL CROSS SECTION DETAILS113990-6LC444-VE_CS-501.dgnCS-501

CDF BERM CROSS SECTIONS - STA 32+50 TO 32+22113990-6LC444-VE_CS-305.dgnCS-305

CDF BERM CROSS SECTIONS - STA 25+00 TO 30+00113990-6LC444-VE_CS-304.dgnCS-304

CDF BERM CROSS SECTIONS - STA 17+50 TO 22+50113990-6LC444-VE_CS-303.dgnCS-303

CDF BERM CROSS SECTIONS - STA 10+00 TO 15+00113990-6LC444-VE_CS-302.dgnCS-302

CDF BERM CROSS SECTIONS - STA 0+00 TO 7+50113990-6LC444-VE_CS-301.dgnCS-301

SITE PLAN - SHEET 6 OF 6113990-6LC444-VE_CS-106.dgnCS-106

SITE PLAN - SHEET 5 OF 6113990-6LC444-VE_CS-105.dgnCS-105

SITE PLAN - SHEET 4 OF 6113990-6LC444-VE_CS-104.dgnCS-104

SITE PLAN - SHEET 3 OF 6113990-6LC444-VE_CS-103.dgnCS-103

SITE PLAN - SHEET 2 OF 6113990-6LC444-VE_CS-102.dgnCS-102

SITE PLAN - SHEET 1 OF 6113990-6LC444-VE_CS-101.dgnCS-101

ACCESS ROAD ALIGNMENT PLAN113990-6LC444-VE_CS-004.dgnCS-004

ALIGNMENT PLAN113990-6LC444-VE_CS-003.dgnCS-003

SITE ACCESS113990-6LC444-VE_CS-002.dgnCS-002

OVERALL SITE PLAN113990-6LC444-VE_CS-001.dgnCS-001

DEMOLITION PLAN113990-6LC444-VE_CD-101.dgnCD-101

SURVEY CONTROL SHEET113990-6LC444-VE_V-001.dgnV-001

GENERAL NOTES & ABBREVIATIONS113990-6LC444-VE_G-002.dgnG-002

COVER PAGE AND INDEX113990-6LC444-VE_G-001.dgnG-001

DescriptionFile NameSheet ID No.

SCALE:

DRAWING AREA TITLE

GRID LETTER/NUMBER

-2

-R -0

-2

-C -X

X X

A N

S I

C A

L U

M E

T H

A R

B O

R A

N D

E R

D R

E D

G E

D M

A T

E R

P O

S A

L F

A C

V E

R T

L E

X P

A N

N P

H A

S E

R O

J E

C T

K L

U Z

R M

R A

D .S

C H

A N

CERTIFIED FINAL DOCUMENTS - RTA

...\Calumet Harbor and River\...\Chicago Area CDF Vertical Expansion - FY21\...\113990-6LC444-VE_G-002.dgn

11:12:59 AM 8/19/2022 PD: AEC_pdf.pltcfg DS: AEC_Screen_FullSize.dscript

-6 L

-V E

-0

.d g n

A N

D G

E N

E R

A L

N O

T E

G-002

L E

G E

N D

B B

R E

N S

K A

R R

R M

R A

D .S

C H

A N

K L

U Z

STANDARD ABBREVIATIONS

VERT./HORIZ. ALIGNMENT ABBREVIATIONS

DRAWING AREA TITLE INDICATOR

MOISTURE RESISTANT THERMOSTAT INSULATIONXHHW

WORK LIMITWL

WEATHER PROOFWP

VOLTS, VOLTAGEV

TYPICALTYP.

MOISTURE AND HEAT-RESISTANT THERMOPLASTIC INSULATIONTHWN

HEAT-RESISTANT THERMOPLASTIC INSULATIONTHHN

TRANSFORMERT

POLYVINYL CHLORIDEPVC

NOT TO SCALENTS

NATIONAL GEODETIC SURVEYNGS

NATIONAL FIRE PROTECTION ASSOCIATIONNFPA

NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATIONNEMA

NATIONAL ELECTRICAL CODENEC

NORTH AMERICAN VERTICAL DATUM OF 1988NAVD88

NORTH AMERICAN DATUM OF 1983NAD83

MINIMUMMIN

MAIN DISTRIBUTION PANELMDP

MAIN CIRCUIT BREAKERMCB

MAXIMUMMAX

METER (ELECTRIC REVENUE METER)M

LIGHTING PANELLP

KILO VOLT AMPEREKVA

JUNCTION BOXJ

INTERNET SERVICE PROVIDERISP

ILLINOIS DEPARTMENT OF TRANSPORTATIONIDOT

HAND-HOLEHH

GROUND FAULT CIRCUIT INTERRUPTERGFI, GFCI

ELEVATIONELEV

DIAMETERDIA.

CONDUITC

AMPS, AMPEREA

HORIZONTAL & VERTICAL CONTROL POINT

HORIZONTAL CONTROL POINT

LENGTHL

RADIUSR

CENTER OF CURVATURECC

POINT OF CURVATUREPC

POINT OF ELEVATIONPI

S O

N N

D E

N E

D B

D E

S C

M A

R K

S I Z

S U

B M

E D

B Y

D A

T E

C O

N T

R A

C T

N O

H E

C K

E D

B Y

D R

A W

N B

U E

D A

T E

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

C H

G O

A S

A L

L E

S T

C H

G O

T R

P R

O J E

C T

I D

E N

A M

GENERAL NOTES LEGEND

PATTERNS

LINE STYLES

-11

GRAVEL ACCESS ROAD

ALIGNMENT

BERM TOE

RIGHT OF WAY

PROPERTY LINE

DRAINAGE DITCH

FENCE

WORK LIMITS

EDGE OF WATER

EXISTING CONTOUR

SOUTH PORTION OF THE SITE.

THE CONTRACTOR SHALL FIRST UTILIZE THE MATERIAL STOCKPILED ON THE DRYING PAD BEFORE UTILIZING THE STOCKPILED MATERIAL ON THE 13.

BE REQUIRED, DURING DREDGING EVENT THAT AREA WILL BE OFF LIMITS.

DRYING PAD II IN 2023 AND 2024 MIGHT BE USED BY THE DREDGING CONTRACTOR BY OFFLOADING DREDGED MATERIAL. COORDINATION WILL 12.

CHICAGO FIRE DEPT AIR SEA RESCUE IS REQUIRED AT 312-745-1574

DURING REMOVAL OF STOCKPILED MATERIAL ON THE SOUTH OF THE SITE BY HELIPORT, COORDINATION WITH THE CHIEF OF THE 11.

AS SPECIFIED IN THE PLANS AND SPECIFICATION.

10. ALL AREAS AND FACILITIES DISTURBED DUE TO CONSTRUCTION WORK MUST BE RESTORED TO PRE-CONSTRUCTION CONDITION OR

APPROVED ENVIRONMENTAL PROTECTION PLAN AS DETAILED IN SPECIFICATION SECTION 01 57 20.01 03.

9. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROPERLY CONTROL EROSION ON THE JOB SITE. COMPLY WITH CONTRACTOR

OF EXISTING UTILITY LINES. CONTACT FOR CPD SHALL BE PROVIDED UPON REQUEST.

BEFORE PERFORMING ANY EXCAVATIONS. CONTRACTOR SHALL ALSO CONTACT CHICAGO PARK DISTRICT TO HELP IN THE LOCATION

8. THE CONTRACTOR SHALL CALL 811 CHICAGO AT 1-312-744-7000 AND J.U.L.I.E AT 1-800-892-0123 TO LOCATE UNDERGROUND UTILITIES

ARMY CORPS OF ENGINEERS.

7. ALL WORK SHALL BE IN ACCORDANCE WITH EM-385-1-1, "SAFETY AND HEALTH REQUIREMENTS MANUAL", 30 NOVEMBER 2014, U.S.

OWNER. THIS WORK SHALL BE SOLELY AT THE CONTRACTOR'S EXPENSE.

UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE UTILITY

THEY MAY NOT BE SHOWN ON THE PLANS. IMMEDIATELY REPORT ANY DISCREPANCIES TO THE CONTRACTING OFFICERS. ANY

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL UNDERGROUND OR SURFACE UTILITIES EVEN THOUGH

UTILITIES, AND VEHICULAR TRAFFIC.

5. THE CONTRACTOR SHALL TAKE ALL NECESSARY SAFETY PRECAUTIONS TO PROTECT AND PROVIDE ACCESS TO ABUTTING PROPERTY, INVESTIGATIONS AND CONDITIONS.

COMPARE THE SITE CONDITIONS AS INDICATED ON THE DRAWINGS IN ACCORDANCE OF CONTRACT CLAUSE 52.236-3, SITE

4. THE CONTRACTOR IS RESPONSIBLE FOR EXAMINING ALL SITE CONDITIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION AND IS TO

ORDERING MATERIALS AND BEGINNING CONSTRUCTION.

3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY ALL DIMENSIONS AND CONDITIONS EXISTING IN THE FIELD PRIOR TO

2. THE VERTICAL DATUM SHALL BE BASED ON NORTH AMERICA VERTICAL DATUM (NAVD) OF 1988.

1. THE HORIZONTAL DATUM IS BASED ON THE ILLINOIS STATE PLANE COORDINATE SYSTEM, EAST ZONE, NAD 1983.

...\Calumet Harbor and River\...\Chicago Area CDF Vertical Expansion - FY21\...\113990-6LC444-VE_V-001.dgn

11:13:10 AM 8/19/2022 PD: AEC_pdf.pltcfg DS: AEC_Screen_FullSize.dscript

ME1966

AE9231

ME2189

V-001

A N

S I

-2

-R -0

R O

J E

C T

I D

E N

A M

-2

-C -X

X X

S U

R V

E Y

C O

N T

R O

L A

N D

B E

N C

H M

A R

K S

-6 L

-V E

-0

.d g n

K A

R R

C A

L U

M E

T H

A R

B O

R A

N D

E R

D R

E D

G E

D M

A T

E R

P O

S A

L F

A C

V E

R T

L E

X P

A N

N P

H A

S E

R O

J E

C T

J .D

N N

M U

H A

M M

A D

K A

R R

CERTIFIED FINAL DOCUMENTS - RTA

S O

N N

D E

N E

D B

D E

S C

M A

R K

S I Z

S U

B M

E D

B Y

D A

T E

C O

N T

R A

C T

N O

H E

C K

E D

B Y

D R

A W

N B

U E

D A

T E

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

C H

G O

A S

A L

L E

S T

C H

G O

T R

P R

O J E

C T

I D

E N

A M

NAVD88

IL EAST NAD83 STATEPLANE COORDINATES

HORIZONTAL & VERTICAL CONTROL POINTS

POINT

EASTING (X)

DESCRIPTION

ELEV. ELEV.

NORTHING (Y)

GENERAL NOTES

100' 200'0

CALUM

VER

METAL ROD584.371,201,121.091,845,254.13ME2189

BRASS DISC585.061,201,224.691,845,145.56AE9231

BRASS DISC587.171,201,355.781,845,171.92ME1966

CENTER OF THE SITE.

TOPOGRAPHIC CONTOUR LINES MIGHT BE DIFFERENT FROM WHAT IS SHOWN ESPECIALLY IN THE

5. SINCE THE SITE IS ACTIVE AND ABOUT 50,000CY OF DREDGED MATERIAL WAS DISPOSED IN 2020

AE9231, ME2189.

4. ALL HORIZONTAL AND VERTICAL CONTROL POINTS ARE REFERENCED TO NGS MONUMNETS ME1966, (NAVD88) U.S. FEET.

3. ALL ELEVATIONS SHOWN ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988

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

2. ALL COORDINATES SHOWN ARE REFERENCED TO THE ILLINOIS STATE PLANE COORDINATE SYSTEM, CONDITIONS AT THE TIME OF BIDDING, AND INCLUDE COST ACCORDINGLY IN THE BID.

SHOWN. THE CONTRACTOR SHALL TAKE ALL NECESSARY ACTIONS TO ASSESS THE EXISTING

THAT TIME. EXISTING CONDITIONS DURING CONSTRUCTION MAY VARY AND DIFFER FROM THOSE

PERFORMED BY THE U.S. ARMY CORPS OF ENGINEERS AND REPRESENT CONDITIONS EXISTING AT

1. THE SURVEY CONDITIONS SHOWN ON THESE DRAWINGS ARE FROM A APRIL 2021 SURVEY

SEE NOTE 1

SEE NOTE 2

SEE NOTE 4

FENCE TO STAY ALONG PARK PROPERTY

SEE NOTE 3

PILE OF STONE "NOT FOR CONTRACTOR USE"

TO BE DECOMMISSIONED (OPTION)

APPROXIMATE LOCATION OF MONITORING WELL

BE DECOMMISSIONED (OPTION)

APPROXIMATE LOCATION OF MONITORING WELL TO

(BOUNDARY OF PARCEL #6)

EXISTING FENCE TO BE REMOVED

SECTIONS CS-501.

SEE NOTE 5. FOR MORE INFO SEE CROSS

STAY IN PLACE.

EXISTING BERM (STONE AND FILL) TO

AS SHOWN ON DETAIL.

FILL THE POND WITH STONE.THE BERM.

INSIDE OF THE CDF AWAY FROM THE FOOTPRINT OF

STONE PLACEMENT. MATERIAL SHALL BE DISPOSED

FROM THE POND WITHIN THE FOOTPRINT OF THE

CONTRACTOR SHALL EXCAVATED ANY SOFT MATERIAL

PRIOR TO PLACEMENT OF THE STONE, THE

DRYING PAD.

STOCKPILE LOCATION TO THE

BLOCKS FOUND WITHIN THE

SHALL MOVE ALL EXISTING

DRYING PADS. CONTRACTOR

AS DIVIDERS LINE BETWEEN

BLOCKS 4'X4'X6' TO BE REUSED

LOCATION OF CONCRETE

NORTH RAMP APPROXIMATE LOCATION

CULVERTS TO BE REMOVED

CONTRACTOR SHALL AVOID FILLING POND IN THIS LOCATION

ACCESS ROAD

EXISTING GROUND

LOCATION OF

APPROXIMATE

TO BE REMOVED OFFSITE

LOCATION OF CONCRETE STRUCTURE

-6 L

A N

S I

K A

R R

K L

U Z

D .S

C H

A N

-2

-R -0

L U

M E

T H

A R

B O

R A

N D

E R

-2

-C -X

X X

D R

E D

G E

D M

A T

E R

P O

S A

L F

A C

V E

R T

L E

X P

A N

N P

H A

S E

R O

J E

C T

CD-101

-6

L C

-V

E C

D -1

.d g n

D E

M O

P L

A N

CERTIFIED FINAL DOCUMENTS - RTA

R M

R A

S O

N N

D E

N E

D B

D E

S C

M A

R K

S I Z

S U

B M

E D

B Y

D A

T E

C O

N T

R A

C T

N O

H E

C K

E D

B Y

D R

A W

N B

U E

D A

T E

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

C H

G O

A S

A L

L E

S T

C H

G O

T R

P R

O J E

C T

I D

E N

A M

LEGEND

NOTES

EXISTING FENCE

MATERIAL OTHER THAN STONE SHALL REMAIN ON PARCEL #6.5.

LOCATION OF STOCKPILE AREA SEE SHEET CS-001 FOR MORE INFORMATION. 4.

SITE.

THE EXISTING GROUND. ANY DEBRIS REMOVED SHALL BE HAULED OFF THE

PROPOSED AGGREGATE ACCESS ROAD TO BE CONSTRUCTED ON TOP OF 3.

THE GROUND PER CROSS SECTION DETAILS CS-301 TO CS-303.

PROPOSED LOCATION OF THE BERM, CONTRACTOR SHALL GRADE TOP OF 2.

CONTRACT’S NEW LOCATION SHOWN ON SITEPLAN CS-001.

ON SITE IN THE DRYING PAD AREA, RELOCATE CONCRETE BLOCKS PER 1.

10'-0" 3'-0"

APPROX. DEPTH - 574.25

W.L. VARIES

DRYING PAD I

DRYING PAD II

CONSTRUCTING DITCH

STONE FOUND ON SITE WHILE

NEW CA-7 STONE OR SIMILIAR

TYPICAL CROSS SECTION ON CS-

BERM/CONCRETE BLOCKS. SEE

DRYING PAD SEPERATION

RUNOFF DITCH

TOE OF BERM

20' ACCESS ROAD

MAINTENANCE 20' WIDE ACCESS ROAD

EXISTING HIGH RIDGE BERM TO STAY IN PLACE

LOCATION OF NEW GATE

SEE REFERENCE DRAWING

FLY PATTERN LIMITS

Y= 1,844,587.8985

X= 1,204,124.8440

Y= 1,844,647.5846

X= 1,204,264.0685

Y= 1,844,359.7000

X= 1,204,222.6737

Y= 1,844,418.7327

X= 1,204,360.3740

Y= 1,844,418.7327

X= 1,204,548.1087

Y= 1,843,921.7884

X= 1,204,410.4084

IN THIS LOCATION.

THE CONTRACTOR SHALL AVOID FILLING THE POND

BERM MATERIAL. (SEE NOTE 3)

STOCK PILE LOCATION OF

R50'

APPROXIMATE 40,000CY OF STOCKPILED MATERIAL

MONITORING WELL TO BE DECOMMISSIONED

R= 25'

TURNAROUND

NEW MONITORING WELL

WELL

NEW MONITORING

2022. SEE NOTE #5.

BY DREDGING CONTRACTOR IN

SPREAD OUT OVER DRYING PAD

DREDGED CLEAN MATERIAL TO BE

APPROXIMATE 30,000CY OF

SEE TABLE ON SHEET CS-003

LOCATION OF CHAIN LINK FENCE

THE CDF.

SEEDED ON EXTERIOR SIDE OF

SHOULDERS ON BOTH SIDES.

12" WIDE ON TOP AND 2'

16" CA-6 UNWASHED

6" TOP SOIL AND SEEDED.

CDF SLOPE 10 TO 1.

MATERIAL FROM DRYING PAD TO

NEW RAMP TO TRANSFER

NEW MONITORING WELL

SEE NOTE #6

C H

G O

A S

A L

L E

S T

C H

G O

T R

-6 L

A N

S I

R M

R A

O V

E R

A L

L S

P L

A N

K A

R R

K L

U Z

D .S

C H

A N

-2

-R -0

L U

M E

T H

A R

B O

R A

N D

E R

-2

-C -X

X X

D R

E D

G E

D M

A T

E R

P O

S A

L F

A C

V E

R T

L E

X P

A N

N P

H A

S E

R O

J E

C T

CS-001

-6

L C

-V

E C

S -0

.d g n

CERTIFIED FINAL DOCUMENTS - RTA

S O

N N

D E

N E

D B

D E

S C

M A

R K

S I Z

S U

B M

E D

B Y

D A

T E

C O

N T

R A

C T

N O

H E

C K

E D

B Y

D R

A W

N B

U E

D A

T E

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

C H

G O

A S

A L

L E

S T

C H

G O

T R

P R

O J E

C T

I D

E N

A M

NOTES

LEGEND

S L

STORAGE AREA

STAGING AND

CONTRACTOR

MW EXISTING MONITORING WELLS

NEW MONITORING WELLS

DRYING PAD 2

DRYING PAD 1

FLY ZONE

FENCE (NEW)

DRAINAGE DITCH

BERM TOE

ALIGNMENT

TEMPORARY WORK LIMITS

GRAVEL ACCESS ROAD

AREA

AND STORAGE

USACE STAGING

TO BUILD TEMPORARY ACCESS ROAD TO HAVE ACCESS.

SHALL NOT PUMP ANY WATER TO THE POND. THE CONTRACTOR IS ALLOWED

AREA TO OCCASIONALLY FLOOD/POND AFTER STORMS. THE CONTRACTOR 6.

GRINDING LAYER. COR WILL BE NOTIFIED PRIOR TO EXCAVATING.

EXCAVATING THE CONTRACTOR WILL NOT EXCAVATE BELOW ASPHALT

MATERIAL WILL BE AVAILABLE TO CONSTRUCT BERMS AFTER IT IS DRY. WHEN

BE REUSED PART OF THIS PROJECT. APPROXIMATE 15,000CY OF DRY

WET MATERIAL WILL TAKE APPROXIMATE 9 MONTHS TO DRY BEFORE IT COULD 5.

PROPER DRAINAGE AS INDICATED ON THE PLANS.

KTR WILL MANIPULATE GRADE MATERIAL ON DRYING PADS I AND II ENSURING 4.

ALLOWED OR ANY OTHER EQUIPMENT THAT MIGHT INTERFERE WITH FLY ZONE.

DURING STOCKPILE RELOCATION, NO LONG REACH EXCAVATORS ARE 3.

SEE SHEET CS-504 FOR MORE INFO.ENTRANCE.

THE WEST SIDE AS SHOWN, AND ONE GATE 20 FT WIDE BY ACCESS ROAD

INSTALL SECURITY CHAIN LINK 8 FT HIGH WITH RAZOR WIRE FENCE ALONG 2.

TO ALLOW COLLECTION OF WATER BY DRAINAGE DITCH.

BOTTOM OF DRYING PADS SHALL BE SLOPED DOWN FOR DRAINAGE TO SOUTH 1.

NOTES:

150' 300'0

DRYING PAD I

DRYING PAD II

PROPOSED SITE ACCESS ROAD

PROPOSED ACCESS ROAD

ALTERNATIVE ACCESS ROAD (SEE NOTE #3)

TO INSPECT THE FORCE MAIN

SEE TABLE FOR ACCESS POINTS

LOCATION OF FILTER CELLS

GUARD HOUSE

SEE NOTE #5

PARCEL #6 BOUNDARY

-2

-R -0

C H

G O

A S

A L

L E

S T

C H

G O

T R

-6 L

-2

-C -X

X X

A N

S I

R M

R A

E A

C C

E S

C A

L U

M E

T H

A R

B O

R A

N D

E R

D R

E D

G E

D M

A T

E R

P O

S A

L F

A C

V E

R T

L E

X P

A N

N P

H A

S E

R O

J E

C T

K A

R R

K L

U Z

D .S

C H

A N

CS-002

-6

L C

-V

E C

S -0

.d g n

CERTIFIED FINAL DOCUMENTS - RTA

S O

N N

D E

N E

D B

D E

S C

M A

R K

S I Z

S U

B M

E D

B Y

D A

T E

C O

N T

R A

C T

N O

H E

C K

E D

B Y

D R

A W

N B

U E

D A

T E

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

C H

G O

A S

A L

L E

S T

C H

G O

T R

P R

O J E

C T

I D

E N

A M

400'0 200'

NOTES

LEGEND

PARCEL 6 BOUNDARY RUNS ALONG EXISTING FENCE.5.

MORE INFO.

OFFICE, CONTRACTORS AND COR. SEE SPECIFICATION SECTION 01 10 00 FOR

CONSTRUCTION. COORDINATION WILL BE REQUIRED BETWEEN SECURITY

FULL TIME SECURITY GUARD IS REQUIRED TO BE ON SITE DURING 4.

WITH PORT & COR IS REQUIRED.

INSTALLATION/CONSTRUCTION OF PROPOSED ACCESS ROAD. COORDINATION

ONLY DURING INITIAL MOBILIZATION OF THE EQUIPMENT AND DURING

ALTERNATIVE ACCESS ROAD THROUGH PORT PARCEL SHALL BE ALLOWED 3.

THE WEST SIDE AS SHOWN, AND ONE GATE 20 FT WIDE.

INSTALL SECURITY CHAIN LINK 8 FT HIGH WITH RAZOR WIRE FENCE ALONG 2.

SOUTH TO ALLOW COLLECTION OF WATER BY THE DRAINAGE DITCH.

BOTTOM OF DRYING PADS SHALL BE SLOPED DOWN FOR DRAINAGE TO 1.

MONITORING WELL

TEMPORARY CONTRUCTION EASEMENT

FORCE MAIN

ACCESS

TEMPORARY WORK LIMITS

GRAVEL ACCESS ROAD

FORCE MAIN ACCESS POINTS

PT# N E ELEV. NOTES

100 1844148 1201326 588.566 CO

101 1843772 1201561 587.704 CO

102 1842722 1202493 596.802 CO 10S

103 1842722 1202616 594.655 CO 10S VLV

104 1842735 1203019 598.945 VENT 10S

105 1842738 1203103 597.08 CO 10S VLV

106 1842749 1203505 598.027 VENT 10S

107 1842751 1203588 597.426 VENT 10S

108 1842764 1204031 593.132 CO 10S

109 1843181 1204649 590.963 CO VLV

110 1843598 1201685 589.15 CO

111 1843390 1201849 587.896 CO VLV

*10S MEANS THE STRUCTURE IS LOCATED 10 FEET SOUTH

WL01

WL02

WL03

WL04 WL05

WL06

WL07

WL09

WL18

WL17

WL16

WL32

WL24

WL25

WL10

WL11

WL12

WL13

WL14

WL15

WL19

WL20

WL21

WL22

WL23

WL26

WL27

WL28

WL29

WL30

WL31

WL32

WL33

WL34

WL35

WL36

WL37

WL38

WL39

WL40

WL08

SCALE: 1" = 60'-0"

CALUMET HARBOR DMDF ALIGNMENT

AL01

AL02

AL03

AL04

AL05

AL06

AL07

AL08

AL09

AL10

AL11

AL12

AL13

AL14

AL15

AL16

AL17

AL18

SEE NOTE #2

NEW LOCATION FOR FENCE

-2

-R -0

C H

G O

A S

A L

L E

S T

C H

G O

T R

-6 L

-2

-C -X

X X

A N

S I

R M

R A

C A

L U

M E

T H

A R

B O

R A

N D

E R

D R

E D

G E

D M

A T

E R

P O

S A

L F

A C

V E

R T

L E

X P

A N

N P

H A

S E

R O

J E

C T

K A

R R

K L

U Z

D .S

C H

A N

CS-003

-6

L C

-V

E C

S -0

.d g n

A L

M E

N T

P L

A N

CERTIFIED FINAL DOCUMENTS - RTA

S O

N N

D E

N E

D B

D E

S C

M A

R K

S I Z

S U

B M

E D

B Y

D A

T E

C O

N T

R A

C T

N O

H E

C K

E D

B Y

D R

A W

N B

U E

D A

T E

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

C H

G O

A S

A L

L E

S T

C H

G O

T R

P R

O J E

C T

I D

E N

A M

1+00

2+00

3+00

4+00

5+00

6+00

19+00

20+00

33+00

0+00

EAST5+00

W E S T

W E S

W E S T

W E S

W E

S T

W E S T

W E S

W E S T

W E S T 19+00

EST 20+00

EST 21+00

WEST 4+00

WEST 3+00

WEST 2+00

WEST 1+00

WEST 0+00

EAST 0+00

EAST 1+00

E A S T

E A S

E A

S T

E A S

E A

S T

E A

S T

E A

S T

E A

S T

E A

S T

E A

S T

E A S

E A S T

ALIGNMENT INFORMATION

LEGEND

BERM CL/ALIGNMENT & DITCH ALIGNMENT

BERM TOE

TEMPORARY WORK LIMITS

NOTES

TRANSITION DETAIL E8 ON SHEET CS-501.

A 50FT TRANSITION ZONE SHALL EXIST BETWEEN BERM TYPE SECTIONS. SEE TYPICAL 3.

NEW FENCE RUNS ALONG PARCEL #2 BOUNDARY.2.

FENCE TO BE INSTALLED ALONG FOLLOWING POINTS.1.

STATIONING FOR DITCH DOESNT FOLLOW BERM ALIGNMENT

ALIGNMENT NOTE:

TYPE C

TYPE D

CS-502

CS-503

CS-502

CS-503

C S -5

CS-502

TYPE F

TYPE AB

TYPE F

TYPE A

TYPE B

TYPE E

TYPE AB

CALUMET HARBOR ACCESS ROAD ALIGNMENT

SCALE: 1" = 100'-0"

RD01

RD02

RD03

RD04

RD05

RD06

RD07

RD08

RD09

RD10

-2

-R -0

J E

C T

I D

C H

G O

A S

A L

L E

S T

C H

G O

T R

-6 L

-2

-C -X

X X

A N

S I

R M

R A

CERTIFIED FINAL DOCUMENTS - RTA

C A

L U

M E

T H

A R

B O

R A

N D

E R

D R

E D

G E

D M

A T

E R

P O

S A

L F

A C

V E

R T

L E

X P

A N

N P

H A

S E

R O

J E

C T

K A

R R

K L

U Z

D .S

C H

A N

CS-004

-6

L C

-V

E C

S -0

.d g n

A C

C E

S S

R O

A D

A L

M E

N T

P L

A N

S O

N N

D E

N E

D B

D E

S C

M A

R K

S I Z

S U

B M

E D

B Y

D A

T E

C O

N T

R A

C T

N O

H E

C K

E D

B Y

D R

A W

N B

U E

D A

T E

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

C H

G O

A S

A L

L E

S T

C H

G O

T R

P R

O J E

C T

I D

E N

A M

0+00

1+00

2+00

3+00

4+00

5+00

6+00

7+00

0 1

25+00

26+00

27+00

28+00

29+00

30+00

31+00

37+96 37+96

NOTES

ALIGNMENT INFORMATION

LEGEND

ROAD ALIGNMENT

TEMPORARY WORK LIMITS

SITE PLAN - SHEET 1 OF 6

SCALE: 1" = 50' 0"

20' GRAVEL ACCESS ROAD

EXISTING CONTOURS

-2

-R -0

J E

C T

I D

E N

A M

C H

G O

A S

A L

L E

S T

C H

G O

T R

-6 L

-2

-C -X

X X

A N

S I

R M

R A

C A

L U

M E

T H

A R

B O

R A

N D

E R

D R

E D

G E

D M

A T

E R

P O

S A

L F

A C

V E

R T

L E

X P

A N

N P

H A

S E

R O

J E

C T

K A

R R

K L

U Z

D .S

C H

A N

CS-101

-6

L C

-V

E C

S -1

.d g n

E P

L A

S H

E E

O F

CERTIFIED FINAL DOCUMENTS - RTA

S O

N N

D E

N E

D B

D E

S C

M A

R K

S I Z

S U

B M

E D

B Y

D A

T E

C O

N T

R A

C T

N O

H E

C K

E D

B Y

D R

A W

N B

U E

D A

T E

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

C H

G O

A S

A L

L E

S T

C H

G O

T R

P R

O J E

C T

I D

E N

A M

0+00

1+00

2+00

3+00

4+00

5+00

6+00

7+00

0 1

NOTES

50' 100'0

T R

U E

LEGEND

M A

T C

H L

T O

S H

E E

T C

S -1

KEYMAP

CS102 CS103

CS104

CS105

CS106

FORCE MAIN

RIGHT OF WAY

GRAVEL ACCESS ROAD

NOTES

CS101

CS-501

600600

SCALE: 1" = 50' 0"

SITE PLAN - SHEET 2 OF 6

20' GRAVEL ACCESS ROAD

-2

-R -0

J E

C T

I D

E N

A M

C H

G O

A S

A L

L E

S T

C H

G O

T R

-6 L

-2

-C -X

X X

A N

S I

R M

R A

CERTIFIED FINAL DOCUMENTS - RTA

C A

L U

M E

T H

A R

B O

R A

N D

E R

D R

E D

G E

D M

A T

E R

P O

S A

L F

A C

V E

R T

L E

X P

A N

N P

H A

S E

R O

J E

C T

K A

R R

K L

U Z

D .S

C H

A N

CS-102

-6

L C

-V

E C

S -1

.d g n

E P

L A

S H

E E

O F

S O

N N

D E

N E

D B

D E

S C

M A

R K

S I Z

S U

B M

E D

B Y

D A

T E

C O

N T

R A

C T

N O

H E

C K

E D

B Y

D R

A W

N B

U E

D A

T E

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

C H

G O

A S

A L

L E

S T

C H

G O

T R

P R

O J E

C T

I D

E N

A M

25+00

50' 100'0

T R

U E

NOTES

LEGEND

M A

T C

H L

T O

S H

E E

T C

S -1

M A

T C

H L

T O

S H

E E

T C

S -1

KEYMAP

CS101 CS103

CS104

CS105

CS106

FORCE MAIN

RIGHT OF WAY

GRAVEL ACCESS ROAD

NOTES

CS102

585585

590 590

595 595 595

5 59

SITE PLAN - SHEET 3 OF 6

20' GRAVEL SITE ACCESS ROAD

Y=1843105.8230

X=1204942.3437

STOCK PILE BERM MATERIAL LOCATION

LOCATION OF NEW GATE

ACCESS ROAD

20' GRAVEL SITE

NEW FENCE

EASTING = 1204890.2296

NORTHING = 1843249.9988

CENTER OF RADIUS

R= 50'

-2

-R -0

J E

C T

I D

E N

A M

C H

G O

A S

A L

L E

S T

C H

G O

T R

-6 L

-2

-C -X

X X

A N

S I

R M

R A

C A

L U

M E

T H

A R

B O

R A

N D

E R

D R

E D

G E

D M

A T

E R

P O

S A

L F

A C

V E

R T

L E

X P

A N

N P

H A

S E

R O

J E

C T

K A

R R

K L

U Z

D .S

C H

A N

CS-103

-6

L C

-V

E C

S -1

.d g n

E P

L A

S H

E E

O F

CERTIFIED FINAL DOCUMENTS - RTA

S O

N N

D E

N E

D B

D E

S C

M A

R K

S I Z

S U

B M

E D

B Y

D A

T E

C O

N T

R A

C T

N O

H E

C K

E D

B Y

D R

A W

N B

U E

D A

T E

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

C H

G O

A S

A L

L E

S T

C H

G O

T R

P R

O J E

C T

I D

E N

A M

:MW

25+00

26+00

27+00

28+00

29+00

30+00

31+00

37+96 37+96

50' 100'0

T R

U E

NOTES

LEGEND

M A

T C

H L

T O

S H

E E

T C

S -1

MATCHLINE TO SHEET CS-104

KEYMAP

CS101 CS102

CS104

CS105

CS106

FENCE

DRAINAGE DITCH

FORCE MAIN

BERM TOE/ALIGNMENT

TEMPORARY WORK LIMITS

GRAVEL ACCESS ROAD

STAGING AND STORAGE FOR FUTURE CONTRACTORS TO BE ON SITE.

AFTER THE STOCKPILE IS REMOVED, THIS AREA WILL BE RESERVED FOR 2.

DISPOSED OFF SITE.

VEGETATION PRIOR TO MATERIAL HANDLING PER SPECIFICATION AND

APPROXIMATE VOLUME AVAILABLE ON SITE ABOUT 40,000CY. CLEARING

MATERIAL STOCKPILED ON SITE SHALL BE REMOVED WITHIN WORKLIMITS. 1.

NOTES

CS103

(SEE NOTE #2)

58058

580580

0 59

059059

55955

600 6

5 5

0 59

59559

0 590

5 585 585

5 5

0 6

5 5

590595

0 590

590 590

590 5905

SITE PLAN - SHEET 4 OF 6

10' GRAVEL ACCESS ROAD

EXISTING FENCE

20' GRAVEL SITE ACCESS ROAD

10' GRAVEL ACCESS ROAD

Y=1844045.5132

X=1204928.3343

OF HEADWALL

APPROXIMATE LOCTION

DRAINAGE DITCH

PROPOSED CULVERT

SEE NOTE #2

PROPOSED CULVERT

(OPTION)

LOCATION OF NEW FENCE

DRAINAGE DITCH

CONCRETE STRUCTURE TO BE REMOVED

EXISTING CULVERT TO BE REMOVED

SEE SHEET CS-101 FOR MORE DETAILS.

WHILTE CONSTRUCTING DITCH.

BERM. POND TO BE FILLED WITH CA-7 STONE/ STONE FOUND ON SITE

DISPOSED INSIDE OF THE CDF AWAY FROM THE FOOTPRINT OF THE

FOOTPRINT OF THE STONE PLACEMENT. MATERIAL SHALL BE

EXCAVATED ANY SOFT MATERIAL FROM THE POND WITHIN THE

PRIOR TO PLACEMENT OF THE STONE, THE CONTRACTOR SHALL

EASTING=1204701.9405

NORTHING=1843860.8531

CENTER OF RADIUS

EXISTING CULVERT TO BE REMOVED

Y=1844018.2596

X=1204591.4422

OF HEADWALL

APPROXIMATE LOCTION

-2

-R -0

E N

A M

-6 L

-2

-C -X

X X

A N

S I

R M

R A

C A

L U

M E

T H

A R

B O

R A

N D

E R

D R

E D

G E

D M

A T

E R

P O

S A

L F

A C

V E

R T

L E

X P

A N

N P

H A

S E

R O

J E

C T

K A

R R

K L

U Z

D .S

C H

A N

CS-104

-6

L C

-V

E C

S -1

.d g n

E P

L A

S H

E E

O F

CERTIFIED FINAL DOCUMENTS - RTA

S O

N N

D E

N E

D B

D E

S C

M A

R K

S I Z

S U

B M

E D

B Y

D A

T E

C O

N T

R A

C T

N O

H E

C K

E D

B Y

D R

A W

N B

U E

D A

T E

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

C H

G O

A S

A L

L E

S T

C H

G O

T R

P R

O J E

C T

I D

E N

A M

14+00

15+00

16+00

17+00

50' 100'0

T R

U E

NOTES

LEGEND

MATCHLINE TO SHEET CS-103

MATCHLINE TO SHEET CS-105

KEYMAP

CS101 CS102 CS103

CS105

CS106

SEEDED TOPSOIL 6"

SLOPE DITCH DIRECTION

MONITORING WELLS

FENCE

DRAINAGE DITCH

BERM TOE/ALIGNMENT

TEMPORARY WORK LIMITS

GRAVEL ACCESS ROAD

FOR DITCH ALIGNMENT POINTS SEE TABLE ON SHEET CS-0034.

CONSTRUCTION.

WORK EASEMENT BETWEN EXISTING FENCE AND NEW FENCE DURING

CONTRACTOR CANT PLACE SPOILED/WASTE MATERIAL ON TEMPORARY 3.

FOR CULVERT DETAILS, SEE SHEET CS-5052.

BE SEEDED AFTER 6" AT MINIMUM OF TOP SOIL IS PLACED.

FENCE AND EXISTING FENCE (INCLUDING STAGING AND STORAGE) AREA WILL

CONTRACTOR CAN'T EXCAVATE MATERIAL IN THE AREA BETWEEN NEW 1.

NOTES

CS104

STORAGE

STAGING AND

CONTRACTOR

SEE NOTE #1

0 5

59560

SITE PLAN - SHEET 5 OF 6

20' GRAVEL ACCESS ROAD

10' GRAVEL ACCESS ROAD

Y=1844737.7583

X=1204260.4321

EXISTING FENCE

Y=1844675.6982

X=1204287.6152

INSTALL A SILT FENCE TO KEEP SEDIMENT FROM FILLING THE DITCH

DRAINAGE DITCH

2' SHOULDERS ON BOTH SIDES

12' WIDE ACCESS ROAD ON TOP WITH

CA-6 UNWASHED STONE

EXTERIOR SIDE, WITH

6" TOP SOIL AND SEEDED ON

RAMP 10 TO 1

MONITORING WELL TO BE DECOMISSIONED

-2

-R -0

-6 L

-2

-C -X

X X

A N

S I

R M

R A

CERTIFIED FINAL DOCUMENTS - RTA

C A

L U

M E

T H

A R

B O

R A

N D

E R

D R

E D

G E

D M

A T

E R

P O

S A

L F

A C

V E

R T

L E

X P

A N

N P

H A

S E

R O

J E

C T

K A

R R

K L

U Z

D .S

C H

A N

CS-105

-6

L C

-V

E C

S -1

.d g n

E P

L A

S H

E E

O F

S O

N N

D E

N E

D B

D E

S C

M A

R K

S I Z

S U

B M

E D

B Y

D A

T E

C O

N T

R A

C T

N O

H E

C K

E D

B Y

D R

A W

N B

U E

D A

T E

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

C H

G O

A S

A L

L E

S T

C H

G O

T R

P R

O J E

C T

I D

E N

A M

8+00

9+00

10+00

11+00

12+00

13+00

14+00

25+

26+

27+

28+

50' 100'0

T R

U E

NOTES

LEGEND

TURNAROUND

MATCHLINE TO SHEET CS-106

MATCHLINE TO SHEET CS-104

KEYMAP

CS101 CS102 CS103

CS104

CS106

SILT FENCE

SEEDED TOPSOIL 6"

MONITORING WELLS

FENCE

DRAINAGE DITCH

BERM TOE/ALIGNMENT

TEMPORARY WORK LIMITS

GRAVEL ACCESS ROAD

FOR DITCH ALIGNMENT POINTS SEE TABLE ON SHEET CS-0031.

NOTES

CS105

USACE STAGING AND STORAGE

59059

590 5

590 590

0 60

5 60

0 5

590 5

580 580

0 580

580 580

5 585

590 5

590 59

590 590

0 590 590

0 59

590 590

590590

SITE PLAN - SHEET 5 OF 6

EASTING=1204533.9537

NORHTING=1845798.3148

CENTER OF RADIUS

25'R TURNAROUND

'-0

Y=1845823.2363

X=1203818.5184

INSTALL A SILT FENCE TO KEEP SEDIMENT FROM FILLING THE DITCH

DRAINAGE DITCH

MONITORING WELL TO BE DECOMISSIONED

NEW CONCRETE BLOCKS BERM

EXISTING HIGH RIDGE BERM TO STAY IN PLACE

Y=1845324:4.3319

X=1204254:9.5991

START

Y=1845770:5.0407

X=1204719:11.2849

END

-2

-R -0

-6 L

-2

-C -X

X X

A N

S I

R M

R A

C A

L U

M E

T H

A R

B O

R A

N D

E R

D R

E D

G E

D M

A T

E R

P O

S A

L F

A C

V E

R T

L E

X P

A N

N P

H A

S E

R O

J E

C T

K A

R R

K L

U Z

D .S

C H

A N

CS-106

-6

L C

-V

E C

S -1

.d g n

E P

L A

S H

E E

O F

CERTIFIED FINAL DOCUMENTS - RTA

S O

N N

D E

N E

D B

D E

S C

M A

R K

S I Z

S U

B M

E D

B Y

D A

T E

C O

N T

R A

C T

N O

H E

C K

E D

B Y

D R

A W

N B

U E

D A

T E

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

C H

G O

A S

A L

L E

S T

C H

G O

T R

P R

O J E

C T

I D

E N

A M

50' 100'0

T R

U E

NOTES

LEGEND

TURNAROUND

KEYMAP

CS101 CS102 CS103

CS104

CS105

DRYING PAD I

DRYING PAD II

FOR DITCH ALIGNMENT POINTS SEE TABLE ON SHEET CS-0034.

GRINDING LAYER. COR WILL BE NOTIFIED PRIOR TO EXCAVATING.

EXCAVATING THE CONTRACTOR WILL NOT EXCAVATE BELOW ASPHALT

MATERIAL WILL BE AVAILABLE TO CONSTRUCT BERMS AFTER IT'S DRY. WHEN

COULD BE REUSED PART OF THIS PROJECT. APPROXIMATE 15,000CY OF DRY

WET MATERIAL WILL TAKE APPROXIMATE 9 MONTHS TO DRY BEFORE IT 3.

POOLS I AND II ENSURING PROPER DRAINAGE AS INDICATED ON THE PLANS.

PROJECT DURATION. KTR SHALL MANIPULATE GRADE MATERIAL ON DRYING

SUMMER 2022, BY DREDGING CONTRACTOR. WILL REMAIN THROUGHOUT THE

RIVER DREDGED MATERIAL WILL BE STOCKPILED ON DRYING PAD II IN 2.

TURNAROUND SHALL BE 16" THICK CA-6 UNWASHED STONE.1.

SILT FENCE

SEEDED TOPSOIL 6"

MONITORING WELLS

FENCE

DRAINAGE DITCH

BERM TOE/ALIGNMENT

TEMPORARY WORK LIMITS

GRAVEL ACCESS ROAD

NOTES

CS106MATCHLINE TO SHEET CS-105

CS-501

WEST DRAINAGE DITCH EL 584.7

WEST DRAINAGE DITCH EL 585.4

WEST DRAINAGE DITCH EL 586.6

EAST DRAINAGE DITCH EL 586.8

599.04 (BERM ELEVATION WITH TOPSOIL)

12' (TYP)

EXISTING GROUND

C.D.F.

TOWARD THE CENTER OF

MATERIAL TO BE MOVED

CONSTRUCTION.

MATERIAL PRIOR TO BERM

CONTRACTOR TO REMOVE

SEE NOTE 3

-2

-R -0

J E

C T

-6 L

-2

-C -X

X X

A N

S I

R M

R A

C A

L U

M E

T H

A R

B O

R A

N D

E R

D R

E D

G E

D M

A T

E R

P O

S A

L F

A C

V E

R T

L E

X P

A N

N P

H A

S E

R O

J E

C T

K A

R R

K L

U Z

D .S

C H

A N

CS-301

-6

L C

-V

E C

S -3

.d g n

C D

F B

E R

M C

R O

S S

S E

C T

S T

CERTIFIED FINAL DOCUMENTS - RTA

S O

N N

D E

N E

D B

D E

S C

M A

R K

S I Z

S U

B M

E D

B Y

D A

T E

C O

N T

R A

C T

N O

H E

C K

E D

B Y

D R

A W

N B

U E

D A

T E

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

C H

G O

A S

A L

L E

S T

C H

G O

T R

P R

O J E

C T

I D

E N

A M

E L

E V

A T

N A

V D

0 10 20 30 40 50-10-20-30-40-50-60-70-80-90-100-110-120

0+00

E L

E V

A T

N A

V D

0 10 20 30 40 50-10-20-30-40-50-60-70-80-90-100-110-120

2+00

E L

E V

A T

N A

V D

0 10 20 30 40 50-10-20-30-40-50-60-70-80-90-100-110-120

4+00

E L

E V

A T

N A

V D

0 10 20 30 40 50-10-20-30-40-50-60-70-80-90-100-110-120

6+00

10' 20'0

2.5

NOTES

LEGEND

(TYP.) (TYP.)

INSTALLATION

ALONG THE ENTIRE ALIGNMENT OF THE BERM PRIOR TO DRAINAGE BLANKET

THE GROUND SHALL BE GRADED 1% SLOPE TOWARDS THE PROPOSED DITCH 3.

SEE SHEETS CS502 AND CS503 FOR BERM DESIGN DETAILS. 2.

CROSS SECTIONS WERE TAKEN ALONG THE BERM ALIGNMENT.1.

FILL

CUT

CDF BERM

10' ACCESS ROAD

EAST DRAINAGE DITCH EL 586.3

EAST DRAINAGE DITCH EL 585.9

EAST DRAINAGE DITCH EL 585.5

CENTER OF C.D.F.

MATERIAL TO BE MOVED TOWARD THE

PRIOR TO BERM CONSTRUCTION.

CONTRACTOR TO REMOVE MATERIAL

CENTER OF C.D.F.

MATERIAL TO BE MOVED TOWARD THE

PRIOR TO BERM CONSTRUCTION.

CONTRACTOR TO REMOVE MATERIAL

CENTER OF C.D.F.

MATERIAL TO BE MOVED TOWARD THE

PRIOR TO BERM CONSTRUCTION.

CONTRACTOR TO REMOVE MATERIAL 12 (TYP)'

599.04 (BERM ELEVATION WITH TOPSOIL)

EXISTING GROUND

SEE NOTE 4

-2

-R -0

J E

C T

-6 L

-2

-C -X

X X

A N

S I

R M

R A

C A

L U

M E

T H

A R

B O

R A

N D

E R

D R

E D

G E

D M

A T

E R

P O

S A

L F

A C

V E

R T

L E

X P

A N

N P

H A

S E

R O

J E

C T

K A

R R

K L

U Z

D .S

C H

A N

CS-302

-6

L C

-V

E C

S -3

.d g n

C D

F B

E R

M C

R O

S S

S E

C T

S T

T O

CERTIFIED FINAL DOCUMENTS - RTA

S O

N N

D E

N E

D B

D E

S C

M A

R K

S I Z

S U

B M

E D

B Y

D A

T E

C O

N T

R A

C T

N O

H E

C K

E D

B Y

D R

A W

N B

U E

D A

T E

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

C H

G O

A S

A L

L E

S T

C H

G O

T R

P R

O J E

C T

I D

E N

A M

E L

E V

A T

N A

V D

0 10 20 30 40 50-10-20-30-40-50-60-70-80-90-100-110-120

8+00

E L

E V

A T

N A

V D

0 10 20 30 40 50-10-20-30-40-50-60-70-80-90-100-110-120

10+00

E L

E V

A T

N A

V D

0 10 20 30 40 50-10-20-30-40-50-60-70-80-90-100-110-120

12+00

10' 20'0

2.5

NOTES

LEGEND

LAKE SIDE

TYP. TYP.

INSTALLATION

ALONG THE ENTIRE ALIGNMENT OF THE BERM PRIOR TO DRAINAGE BLANKET

THE GROUND SHALL BE GRADED 1% SLOPE TOWARDS THE PROPOSED DITCH 4.

SEE SHEETS CS502 AND CS503 FOR BERM DESIGN DETAILS. 3.

CROSS SECTIONS WERE TAKEN ALONG THE BERM ALIGNMENT.2.

DITCH, STONE WILL NEED TO BE EXCAVATED/REUSED ONSITE.

OF STONE WAS PLACED AT THE SURFACE. IN ORDER TO CONSTRUCT THE

THE EAST SIDE DITCH BETWEEN STA 4+00 TO 12+00, ABOUT 3-4 FEET LAYER 1.

FILL

12'

10' ACCESS ROAD

EAST DRAINAGE DITCH EL 585.1

EAST DRAINAGE DITCH EL 584.7

TOP OF WEIR

20' ACCESS ROAD

WEST DRAINAGE DITCH EL 580.1

599.04 (BERM ELEVATION WITH TOPSOIL)

EXISTING GROUND

SEE NOTE 4

-2

-R -0

-6 L

-2

-C -X

X X

A N

S I

R M

R A

C A

L U

M E

T H

A R

B O

R A

N D

E R

D R

E D

G E

D M

A T

E R

P O

S A

L F

A C

V E

R T

L E

X P

A N

N P

H A

S E

R O

J E

C T

K A

R R

K L

U Z

D .S

C H

A N

CS-303

-6

L C

-V

E C

S -3

.d g n

C D

F B

E R

M C

R O

S S

S E

C T

S T

T O

CERTIFIED FINAL DOCUMENTS - RTA

S O

N N

D E

N E

D B

D E

S C

M A

R K

S I Z

S U

B M

E D

B Y

D A

T E

C O

N T

R A

C T

N O

H E

C K

E D

B Y

D R

A W

N B

U E

D A

T E

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

C H

G O

A S

A L

L E

S T

C H

G O

T R

P R

O J E

C T

I D

E N

A M

E L

E V

A T

N A

V D

0 10 20 30 40 50-10-20-30-40-50-60-70-80-90-100-110-120

14+00

E L

E V

A T

N A

V D

0 10 20 30 40 50-10-20-30-40-50-60-70-80-90-100-110-120

16+00

E L

E V

A T

N A

V D

0 10 20 30 40 50-10-20-30-40-50-60-70-80-90-100-110-120

18+00

E L

E V

A T

N A

V D

0 10 20 30 40 50-10-20-30-40-50-60-70-80-90-100-110-120

20+00

LEGEND

NOTES

10' 20'0

2.5

LAKE SIDE

TYP TYP

INSTALLATION

ALONG THE ENTIRE ALIGNMENT OF THE BERM PRIOR TO DRAINAGE BLANKET

THE GROUND SHALL BE GRADED 1% SLOPE TOWARDS THE PROPOSED DITCH 4.

SEE SHEETS CS502 AND CS503 FOR BERM DESIGN DETAILS. 3.

CROSS SECTIONS WERE TAKEN ALONG THE BERM ALIGNMENT.2.

DITCH, STONE WILL NEED TO BE EXCAVATED/REUSED ONSITE.

OF STONE WAS PLACED AT THE SURFACE. IN ORDER TO CONSTRUCT THE

THE EAST SIDE DITCH BETWEEN STA 4+00 TO 12+00, ABOUT 3-4 FEET LAYER 1.

FILL

20' ACCESS ROAD

WEST DRAINAGE DITCH EL 580.8

WEST DRAINAGE DITCH EL 581.3

WEST DRAINAGE DITCH EL 582.3

WEST DRAINAGE DITCH EL 580.6

599.04 (BERM ELEVATION WITH TOPSOIL)

EXISTING GROUND

SEE NOTE 3

-2

-R -0

-6 L

-2

-C -X

X X

A N

S I

R M

R A

C A

L U

M E

T H

A R

B O

R A

N D

E R

D R

E D

G E

D M

A T

E R

P O

S A

L F

A C

V E

R T

L E

X P

A N

N P

H A

S E

R O

J E

C T

K A

R R

K L

U Z

D .S

C H

A N

CS-304

-6

L C

-V

E C

S -3

.d g n

C D

F B

E R

M C

R O

S S

S E

C T

S T

T O

CERTIFIED FINAL DOCUMENTS - RTA

S O

N N

D E

N E

D B

D E

S C

M A

R K

S I Z

S U

B M

E D

B Y

D A

T E

C O

N T

R A

C T

N O

H E

C K

E D

B Y

D R

A W

N B

U E

D A

T E

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

C H

G O

A S

A L

L E

S T

C H

G O

T R

P R

O J E

C T

I D

E N

A M

E L

E V

A T

N A

V D

0 10 20 30 40 50-10-20-30-40-50-60-70-80-90-100-110-120

22+00

E L

E V

A T

N A

V D

0 10 20 30 40 50-10-20-30-40-50-60-70-80-90-100-110-120

24+00

E L

E V

A T

N A

V D

0 10 20 30 40 50-10-20-30-40-50-60-70-80-90-100-110-120

26+00

E L

E V

A T

N A

V D

0 10 20 30 40 50-10-20-30-40-50-60-70-80-90-100-110-120

28+00

LEGEND

NOTES

10' 20'0

2.5

P A

R C

E L

P A

R C

E L

P A

R C

E L

P A

R C

E L

P A

R C

E L

P A

R C

E L

P A

R C

E L

P A

R C

E L

P A

R C

E L

P A

R C

E L

P A

R C

E L

P A

R C

E L

P A

R C

E L

P A

R C

E L

P A

R C

E L

P A

R C

E L

N E

W F

E N

N E

W F

E N

N E

W F

E N

N E

W F

E N

TYP TYP

WITHIN BERM FOOTPRINT.

ROCK/STONE) ANY MATERIAL COULD BE USED ON SITE TO FILL LOW SPOTS

MATERIAL EXCAVATED COULD BE REUSED ON SITE TO FILL POND (WITH 4.

INSTALLATION

ALONG THE ENTIRE ALIGNMENT OF THE BERM PRIOR TO DRAINAGE BLANKET

THE GROUND SHALL BE GRADED 1% SLOPE TOWARDS THE PROPOSED DITCH 3.

SEE SHEETS CS502 AND CS503 FOR BERM DESIGN DETAILS. 2.

CROSS SECTIONS WERE TAKEN ALONG THE BERM ALIGNMENT.1.

FILL

20' ACCESS ROAD

WEST DRAINAGE DITCH EL 583.3

WEST DRAINAGE DITCH EL 584.2

WEST DRAINAGE DITCH EL 584.6

599.04 (BERM ELEVATION WITH TOPSOIL)

EXISTING GROUND

SEE NOTE 3

-2

-R -0

-6 L

-2

-C -X

X X

A N

S I

R M

R A

C A

L U

M E

T H

A R

B O

R A

N D

E R

D R

E D

G E

D M

A T

E R

P O

S A

L F

A C

V E

R T

L E

X P

A N

N P

H A

S E

R O

J E

C T

K A

R R

K L

U Z

D .S

C H

A N

CS-305

S T

T O

-6

L C

-V

E C

S -3

.d g n

C D

F B

E R

M C

R O

S S

S E

C T

CERTIFIED FINAL DOCUMENTS - RTA

S O

N N

D E

N E

D B

D E

S C

M A

R K

S I Z

S U

B M

E D

B Y

D A

T E

C O

N T

R A

C T

N O

H E

C K

E D

B Y

D R

A W

N B

U E

D A

T E

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

C H

G O

A S

A L

L E

S T

C H

G O

T R

P R

O J E

C T

I D

E N

A M

E L

E V

A T

N A

V D

0 10 20 30 40 50-10-20-30-40-50-60-70-80-90-100-110-120

30+00

E L

E V

A T

N A

V D

0 10 20 30 40 50-10-20-30-40-50-60-70-80-90-100-110-120

32+00

E L

E V

A T

N A

V D

0 10 20 30 40 50-10-20-30-40-50-60-70-80-90-100-110-120

33+29

P A

R C

E L

P A

R C

E L

LEGEND

NOTES

10' 20'0

2.5

P A

R C

E L

P A

R C

E L

P A

R C

E L

P A

R C

E L

P A

R C

E L

P A

R C

E L

P T

N E

W F

E N

N E

W F

E N

TYP TYP

INSTALLATION

ALONG THE ENTIRE ALIGNMENT OF THE BERM PRIOR TO DRAINAGE BLANKET

THE GROUND SHALL BE GRADED 1% SLOPE TOWARDS THE PROPOSED DITCH 3.

SEE SHEETS CS502 AND CS503 FOR BERM DESIGN DETAILS. 2.

CROSS SECTIONS WERE TAKEN ALONG THE BERM ALIGNMENT.1.

OF ASPHALT GRINDINGS

EXISTING APPROXIMATE 2' LAYER

4'X4'X8'

CONCRETE BLOCK

*EXISTING

REQUIRED

REQUIRED, MINIMAL EARTHWORK

ACCESS ROAD, NO EXCAVATION

16" CA-6 UNWASHED, EXISTING

SEE NOTE 1

REQUIRED

REQUIRED, MINIMAL EARTHWORK

ACCESS ROAD, NO EXCAVATION

16" CA-6 UNWASHED EXISTING

SCALE: 1" = 10'-0"

TYPICAL CROSS SECTION FOR THE BERM AND DITCH

NORTH RAMP DETAIL

SCALE: 1" = 10'-0

SCALE: 1" = 10'-0" SCALE: 1" = 10'-0"

SCALE: 1" = 10'-0"

DRYING PAD SEPERATION DETAIL ACCESS ROAD TYPICAL 20' WIDE

ACCESS ROAD TYPICAL 10' WIDE

TYPICAL CROSS SECTION FROM STA 20+50 TO 28+50

SCALE: 1" = 20'-0

SCALE: N.T.S.

TYPICAL TRANSITION BETWEEN BERM TYPES

DRAINAGE DITCH20' ACCESS ROAD

STONE BLANKET.

INSTALLATION OF

FOOTPRINT PRIOR TO

SPOTS WITHIN BERM

TO FILL POND, ANY LOW

STONE TO BE REUSED

TO BE REMOVED

BORDER PARCEL 6

EXISTING FENCE,

SHALL AVOID ANY EXCAVATION BELOW THE GRADE.

DRAINAGE BERM TO REMAIN, THE CONTRACTOR

20'

10'

6" TOPSOIL SEEDED

20' WIDE ACCESS ROAD

FENCE

(BETWEEN EXISTING FENCE AND NEW FENCE.

CONTRACTOR IS REQUIRED TO SEED ENTIRE PARCEL 6

AT MIN 6 IN TOP SOIL IS REQUIRED PRIOR TO SEEDING.

TOP SOIL IS PLACED.

ON EXTERIOR SIDE AFTER 6"

RAMP SHALL BE SEEDED ONLY

AGGREGATE ON TOP.

ON BOTH SIDES, 16" THICK

12' WIDE WITH 2' SHOULDERS

BLANKET

SEED ONTOP OF DRAINAGE

DO NOT PLACE TOPSOIL AND

ELEV. 599.04

TOP OF SOIL

ELEV. 589.56

WITH NO TOP SOIL

TOP OF BERM

SIDE SLOPES OF RAMP 2.5:1

50 FT

A N

S I

T Y

A L

D E

T A

-2

-R -0

L U

M E

T H

A R

B O

R A

N D

E R

-2

-C -X

X X

D R

E D

G E

D M

A T

E R

P O

S A

L F

A C

V E

R T

L E

X P

A N

N P

H A

S E

R O

J E

C T

CS-501

-6

L C

-V

E C

S -5

.d g n

CERTIFIED FINAL DOCUMENTS - RTA

-6 L

R M

R A

K A

R R

K L

U Z

D .S

C H

A N

S O

N N

D E

N E

D B

D E

S C

M A

R K

S I Z

S U

B M

E D

B Y

D A

T E

C O

N T

R A

C T

N O

H E

C K

E D

B Y

D R

A W

N B

U E

D A

T E

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

C H

G O

A S

A L

L E

S T

C H

G O

T R

P R

O J E

C T

I D

E N

A M

0 10 20 25-10-20-25

E L

E V

A T

N A

V D

0 10 20 25-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220-230-240-250-260-270-280-290-300-310-320-330-340-350

0 10 20 30 40-10-20-30-40-50

-70 -60

DRYING PAD I IDRYING PAD I

P A

R C

E L

P A

R C

E L

P A

R C

E L

P A

R C

E L

N E

W F

E N

NOTES

COMPACTING.

INCLUDES BUT NOT LIMITED TO FINISH GRADING, DEBRIS REMOVAL, AND

PROPERLY PREPARED FOR ACCESS ROAD INSTALLATION. THIS WORK

HOWEVER, EARTHWORK MAY BE REQUIRED TO ENSURE SUBGRADE

SECTION 321500. IN GENERAL NO MAJOR EXCAVATION IS NECESSARY.

SUBGRADE PREPARATION SHALL BE IN ACCORDANCE WITH SPECIFICATION 1.

2.5

60 70 80 90 100

-90-100

-60-70-80 -50 -40 -30 -20 -10 -0 10 20 30 40 50

BERM

1 1

BETWEEN.

EACH OTHER WITH LESS THAN 6" GAP IN

THE BLOCKS SHALL BE PLACED NEXT TO

DRYING PADS.

THE SEPARATION LINE BETWEEN THE

CONTRACTOR SHALL REUSE TO COMPLETE

SITE BY STOCKPILED AREA THAT

* THERE ARE FEW EXISTING BLOCKS ON

STA 20+00 STA 19+50

+21 L.W.D.

+11 L.W.D. EMBANKMENT FILL

CONSTRUCTION SECTION

SINGLE STAGED

TRANSITION SECTION

SECTION

CONSTRUCTION

STAGED

SCALE: 1" = 10'-0"

TYPE C SECTION STA 14+00 TO 16+00

SCALE: 1" = 10'-0"

TYPE D SECTION STA 16+00TO 17+85

TYPE A SECTION STA 1+00 TO 3+00

TYPE AB SECTION STA 3+00 TO 10+00

PLACEMENT DETAIL

SEPARATOR

DRAINAGE BLANKET

REINFORCEMENT AND

SEE GEOTEXTILE

DETAIL

PLACEMENT

SEPARATOR

DRAINAGE BLANKET

REINFORCEMENT AND

SEE GEOTEXTILE

SCALE: 1" = 10'-0"

TYPE B SECTION STA 10+00 TO 14+00 & STA 17+85 TO 20+00

DETAIL

PLACEMENT

SEPARATOR

DRAINAGE BLANKET

REINFORCEMENT AND

SEE GEOTEXTILE

WICK DRAINS (SPACED 7.5 FEET)

12'-0"

SEE NOTE #3

6" TOP SOIL, SEEDED

FOR DEPTH SEE NOTE 1

TOP SOIL SEED

12'-0"

STRAIN

6,840 LB/FT @ 5%

REINFORCEMENT

GEOTEXTILE TOP SOIL/SEED

DRAINAGE DITCH

SEE NOTE #3

12'-0"

@5% STRAIN

TENSILE STRENGTH 6,840 LB/FT

GEOTEXTILE REINFOREMENT

TOP SOIL/SEED

DRAINAGE DITCH

SEE NOTE #3

AROUND DRAINAGE BLANKET

GEOTEXTILE SEPARATOR

DEPTH SEE NOTE 1

WICK DRAINS (SPACED 4 FEET), FOR

BLANKET

AROUND DRAINAGE

SEPARATOR

GEOTEXTILE

DRAINAGE DITCH

STRAIN

10,272 LB/FT @ 5%

REINFORCEMENT

GEOTEXTILE

SEPARATOR

GEOTEXTILE

STONE OVER

1.5 FT COVER

SEPARATOR

GEOTEXTILE

STONE OVER

1.5 FT COVER

@5% STRAIN

TENSILE STRENGTH 6,840 LB/FT

GEOTEXTILE REINFOREMENT

WICK DRAINS (SPACED 7.5 FEET)

12'-0"

SEE NOTE #3

6" TOP SOIL, SEEDED

FOR DEPTH SEE NOTE 1

AROUND DRAINAGE BLANKET

GEOTEXTILE SEPARATOR

DRAINAGE DITCH SEPARATOR

GEOTEXTILE

STONE OVER

1.5 FT COVER

-6 L

A N

S I

R M

R A

K A

R R

K L

U Z

D .S

C H

A N

-2

-R -0

L U

M E

T H

A R

B O

R A

N D

E R

-2

-C -X

X X

D R

E D

G E

D M

A T

E R

P O

S A

L F

A C

V E

R T

L E

X P

A N

N P

H A

S E

R O

J E

C T

-6

L C

-V

E C

S -5

.d g n

T Y

A L

B E

R M

D E

T A

CS-502

CERTIFIED FINAL DOCUMENTS - RTA

S O

N N

D E

N E

D B

D E

S C

M A

R K

S I Z

S U

B M

E D

B Y

D A

T E

C O

N T

R A

C T

N O

H E

C K

E D

B Y

D R

A W

N B

U E

D A

T E

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

C H

G O

A S

A L

L E

S T

C H

G O

T R

P R

O J E

C T

I D

E N

A M

-20

0 10 20 30 40 50-10-20-30-40-50-60

-10

-20

-10

-30-30

-20

0 10 20 30 40 50-10-20-30-40-50-60

-10

-20

-10

-30-30

-20

0 10 20 30 40 50-10-20-30-40-50-60

-10

-20

-10

-20

0 10 20 30 40 50-10-20-30-40-50-60

-10

-20

-10

-30-30

0 10 20 30 40 50-10-20-30-40-50-60

-10

NOTES

SETTLEMENT DURING WAITING PERIODS.

EMBANKMENT TO +21 ' LWD FINAL CONSTRUCTION TO COMPENSATE FOR

WAITING PERIOD SINGLE STAGE SECTIONS CONTRACTOR TO TOP OFF

AFTER 2ND 60 DAY WAITING PERIOD FOR 2 STAGE SECTIONS OR 120 DAY 4.

6" TOP SOIL IS PLACED.

ENTIRE BERM SHALL BE SEEDED ON TOP AND EXTERIOR SIDE ONLY, AFTER 3.

312400 EMBANKMENT AND FOR SEEDING, SEE SECTION 329219 SEEDING.

MORE DETAILS FOR BERM CONSTRUCTION CAN BE FOUND IN SECTION 2.

FIELD CONDITIONS.

SPECS SECTION 313200. FINAL DEPTH OF WICK DRAINS DEPENDS UPON

FOR WICK DRAINS APPROXIMATE DEPTH REQUIREMENT SEE TABLE 4 IN 1.

DISPOSAL SIDE

2.5

1 1

2.5

2.52.5

DISPOSAL SIDE

COMPACTED FILL

EL599.04 (+21 L.W.D.)

COMPACTED FILL

DRAINAGE BLANKET MINIMUM 2' THICK ACROSS ENTIRE BASE

2.5

DISPOSAL SIDE

EL599.04 (+21 L.W.D.)

STAGE 2 TO +21 L.W.D.

STAGE 1 COMPACTED FILL

STAGE 1

EL 594.04 (+17 LWD)

DRAINAGE BLANKET MINIMUM 2' THICK ACROSS ENTIRE BASE

2.5

DISPOSAL SIDE

EL599.04 (+21 L.W.D.)

STAGE 1 COMPACTED FILL

LAKE SIDE

DISPOSAL SIDE

2.5

1 1

2.5

COMPACTED FILL

EL599.04 (+21 L.W.D.)

DRAINAGE BLANKET MINIMUM 2' THICK ACROSS ENTIRE BASE

4 SUPPORT WEDGES 1/2" THICK

GALVANIZED STEEL PLATE 18"X18"X .75"

2" DIA GLAVANIZED STEEL SLEEVE

1" DIA GALVANIZED STEEL RISER PIPE

4" DIA GALVANIZED STEEL CASING W/LOCKING CAP

GOVERNMENT APPROVAL)

(DETAIL PROVIDED BY CONTRACTOR WITH

REINFORCEMENT

PROVIDE HOLE IN GEOTEXTILE

SCALE: 1" = 10'-0"

TYPE F SECTION STA 28+00 TO 1+00

GEOTEXTILE SEPARATOR AROUND DRAINAGE BLANKET

SCALE: N.T.S.

SETTLEMENT GAGE DETAIL

SCALE: N.T.S.

TYPE E SECTION STA 20+00 TO 28+00

PERIMETER DRAINAGE TRENCH

SEE NOTE 4

GEOTEXTILE REINFOREMENT

6" TOPSOIL AND SEED

D R

A G

E B

L A

N K

E T

K S

T O

GEOTEXTILE REINFOREMENT & DRAINAGE BLANKET SEPARATOR PLACEMENT DETAIL

SCALE: N.T.S.

STONE ANCHOR

APPROXIMATELY 1' X 1' X 1'

GEOTEXTILE ANCHOR

6" STONE COVERAGE OVER

STONE ANCHOR

6" DOWN AND 6" HORIZONTAL

AT GEOTEXTILE JOINTS, 3' OVERLAP REQUIRED

OVER GEOTEXTILE

1.5' OF STONE COVERAGE

SEE DETAIL NOTE 3

GEOTEXTILE SEPERATOR TO BE INSTALLED PER SPECS

GEOTEXTILE TO BE PLACED PRIOR TO THE WICK DRAINS INSTALL

GRADE AT 1% TOWARDS DITCH

FACE

BE PERMITTED ON THE VERTICAL

NO GEOTEXTILE SEPERATOR TO

GEOTEXTILE SEPERATOR

12'-0"

WICK DRAINS (SPACED 4.5 FEET)

6,840 LB/FT @ 5% STRAIN

GEOTEXTILE REINFORCEMENT

5% STRAIN

10,272 LB/FT @

REINFORCEMENT

GEOTEXTILE

DRAINAGE DITCH

TOP SOIL SEED

TOP SOIL/SEED

DRAINAGE DITCH

FOR DEPTH SEE NOTE 1

SEE NOTE #3

SEPARATOR

GEOTEXTILE

SEPERATOR

GEOTEXTILE

STONE OVER

1.5 FT COVER

BLANKET

AROUND DRAINAGE

SEPARATOR

GEOTEXTILE

FOR DEPTH SEE NOTE 1

5% STRAIN

6,840 LB/FT @

REINFORCEMENT

GEOTEXTILE

SEPERATOR

GEOTEXTILE

STONE OVER

1.5 FT COVER

-6 L

A N

S I

R M

R A

K A

R R

K L

U Z

D .S

C H

A N

-2

-R -0

L U

M E

T H

A R

B O

R A

N D

E R

-2

-C -X

X X

D R

E D

G E

D M

A T

E R

P O

S A

L F

A C

V E

R T

L E

X P

A N

N P

H A

S E

R O

J E

C T

-6

L C

-V

E C

S -5

.d g n

T Y

A L

B E

R M

D E

T A

CS-503

CERTIFIED FINAL DOCUMENTS - RTA

S O

N N

D E

N E

D B

D E

S C

M A

R K

S I Z

S U

B M

E D

B Y

D A

T E

C O

N T

R A

C T

N O

H E

C K

E D

B Y

D R

A W

N B

U E

D A

T E

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

C H

G O

A S

A L

L E

S T

C H

G O

T R

P R

O J E

C T

I D

E N

A M

-20

0 10 20 30 40 50-10-20-30-40-50-60

-10

-20

-10

-30-30

-20

0 10 20 30 40 50-10-20-30-40-50-60

-10

-20

-10

-30-30

EMBANKMENT CREST

COMPACTED EARTH FILL

STONE DRAINAGE BLANKET

SEPERATOR ON THE DISPOSAL SIDE.

NO JOINT WILL BE ALLOWED WITHIN 5 FEET OF THE VERTICAL PORTION OF THE GEOTEXTILE 3.

DRAINAGE BLANKET STONE IN ACCORDANCE WITH THE SPECS AND DETAIL ABOVE.

AFTER DRAINAGE BLANKET STONE AND WICK DRAINS ARE INSTALLED, PLACE GEOTEXTILE ON THE 2.

AS NEEDED.

PLACING DRAINAGE BLANKET STONE AND PROVIDE ENOUGH GEOTEXTILE TO PROVIDE OVERLAPS

PLACE GEOTEXTILE ON PREPARED FOUNDATION SURFACE AS INDICATED IN THE SPECS PRIOR TO 1.

DETAIL NOTES:

NOTES

EMBANKMENT

STONE DRAINAGE BLANKET

STA 14+00 TO 16+00 ONE LAYER (6,840 LBS/FT)

STA 28+00 TO 3+00 ONE LAYER (6,840 LBS/FT)

STA 20+00 TO 28+00 TWO LAYERS (6,840 LBS/FT AND 10,272 LBS/FT)

STA 16+00 TO 17+85 TWO LAYERS (6,840 LBS/FT AND 10,272 LBS/FT)

FOLLOWS:

LAYERS OF GEOTEXTILE REINFORECEMENT SHALL BE INSTALLED AS 4.

6" TOP SOIL IS PLACED.

ENTIRE BERM SHALL BE SEEDED ON TOP AND EXTERIOR SIDE ONLY, AFTER 3.

312400 EMBANKMENT AND FOR SEEDING, SEE SECTION 329219 SEEDING.

MORE DETAILS FOR BERM CONSTRUCTION CAN BE FOUND IN SECTION 2.

SECTION 313200.

FOR WICK DRAINS FINAL DEPTH REQUIREMENT SEE TABLE IN SPECS 1.

2.5

DISPOSAL SIDE

EL599.04 (+21 L.W.D.)

STAGE 2 COMPACTED FILL

STAGE 1 COMPACTED FILL

EL 594.04 (+16 LWD)

STAGE 2 COMPACTED FILL

STAGE 1 COMPACTED FILL

EL 594.04(+16 LWD)

2.5 2.5

DRAINAGE BLANKET MINIMUM 2' THICK ACROSS ENTIRE BASE

EL599.04 (+21 L.W.D.)

GATE DETAIL

SCALE: N.T.S.

FENCE DETAIL

SCALE: N.T.S.

-6 L

A N

S I

R M

R A

K A

R R

K L

U Z

D .S

C H

A N

-2

-R -0

L U

M E

T H

A R

B O

R A

N D

E R

-2

-C -X

X X

D R

E D

G E

D M

A T

E R

P O

S A

L F

A C

V E

R T

L E

X P

A N

N P

H A

S E

R O

J E

C T

-6

L C

-V

E C

S -5

.d g n

F E

N C

G A

T E

D E

T A

CS-504

CERTIFIED FINAL DOCUMENTS - RTA

S O

N N

D E

N E

D B

D E

S C

M A

R K

S I Z

S U

B M

E D

B Y

D A

T E

C O

N T

R A

C T

N O

H E

C K

E D

B Y

D R

A W

N B

U E

D A

T E

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

C H

G O

A S

A L

L E

S T

C H

G O

T R

P R

O J E

C T

I D

E N

A M

E x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x xx x x x x x x x x x x x x

3-BARBED WIRE, 2 NO. 12 1/2" GA. W/4

FENCE AS REQUIRED PER SPECIFICATIONS.

1.90 GALVANIZED

GATE FRAME

1.86 GALVANIZED GATE FRAME

STD. LOCK REQUIRED

GROUND LINE

1'-0"

" STD. HINGE REQUIRED

4" O.D.

GATE

POST #9 GA. FABRIC

T Y

ROD

TRUSS

3/8"�

3/4" x 3/4" FLAT

STRETCHER BAR

0'-3" MAX.

VARIES

CLEARANCE

CONCRETE

FOOTING

(TYP)

20'-0"

PT. @ 5" C.C. * BARBED WIRE TO BE FOR

FENCE.

INCLUDE BARBED WIRE ONLY WHEN REPLACING EXISTING BARBED WIRE 2.

PRIOR TO INSTALLATION.

TYPE OF PADLOCK SHALL BE COORDINATED WITH THE RELIEVER MANAGER

GATE LATCH SHALL BE ARRANGED FOR LOCKING WITH A PADLOCK. THE 1.

NOTES:

E P

O S

T S

E P

T H

F O

(T Y

P M

x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x xx x x x x x x x x xx x x x x x x x x

P U

L L P

O S

T S

E P

T H

P M

P O

S T

C O

R N

T H

P M

10'-0" (MAX)

(TYP)

9 GA. TOP

CLIPS @

24" C.C.

3-BARBED WIRE, 2 NO. 12

1/2" GA. W/4 PT. @ 5" C.C.

(NOTE 1)

1-5/8"

TOP RAIL#9 GA.

FABRIC

2-3/8" O.D.

LINE POST (TYP)

9 GA. POST

CLIPS @ 12" C.C

PULL

POST

(TYP)

1-5/8"

BRACE RAIL

STRETCHER BAR

16"x 3

4" FLAT (TYP)

CORNER POST 2-7/8"

NOM. (5.79#/LFT)

LENGTH 10'9" (TYP)

3/8" � TRUSS

ROD (TYP)

CAP

GROUND

LINE

9 GA. BOTTOM

CLIPS @ 24"

C.C. (TYP)

CONCRETE

FOOTING

(TYP) 1'-0"

1'-0" 1'-0"

C L E

A R

A N

C E

V A

(T Y

EXISTING FENCE HAS BARBED WIRE.

BARBED WIRE SHALL ONLY BE PROVIDED ON TOP OF FENCE IN AREAS WHERE THE 1.

NOTE:

SCALE: N.T.S

SCALE: N.T.S.

TYPICAL DITCH SECTIONS

DITCH SECTIONS NEAR CULVERT

SCALE: N.T.S

TYPICAL DITCH AT CULVERT ENTRANCE

SCALE: N.T.S

TYPICAL CULVERT PROFILE

SCALE: N.T.S

TYPICAL DITCH AT CULVERT PROFILE

0.2% SLOPE

HEADWALL

0.5% SLOPE

1.5 DIA PVC

LOW HEADLOSS RUBBER CHECK VALVE

579.1 IF L=200'

579.35 IF L=150'

0.5% SLOPE

SCALE: N.T.S

CULVERT ENTRANCE

5'-0"

2'-6"

EXISTING GROUND

ELEV. 580.1

CULVERT INLET

18" CULVERT OUTLET

3'-9"

5'-0"

3'-0"

1'-6"

5'-0"

18" DIA PVC CULVERT

V A

20'

5'-0"

-6 L

A N

S I

R M

R A

K A

R R

K L

U Z

D .S

C H

A N

-2

-R -0

L U

M E

T H

A R

B O

R A

N D

E R

-2

-C -X

X X

D R

E D

G E

D M

A T

E R

P O

S A

L F

A C

V E

R T

L E

X P

A N

N P

H A

S E

R O

J E

C T

-6

L C

-V

E C

S -5

.d g n

CS-505

CERTIFIED FINAL DOCUMENTS - RTA

C H

D E

T A

S O

N N

D E

N E

D B

D E

S C

M A

R K

S I Z

S U

B M

E D

B Y

D A

T E

C O

N T

R A

C T

N O

H E

C K

E D

B Y

D R

A W

N B

U E

D A

T E

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

C H

G O

A S

A L

L E

S T

C H

G O

T R

P R

O J E

C T

I D

E N

A M

2.5

EL 586

DITCH BOTTOM ELEVATION APPROXIMATE

EL. 580.1

TOP ELEVATION

EL. 574.25

TRANSITION TO 1.5' DEEP

GRASS

2.5

O J E

C T

I D

E N

A M

11:18:10 AM 8/19/2022

...\Calumet Harbor and River\...\Chicago Area CDF Vertical Expansion - FY21\...\113990-6LC444-VE_RC-101.dgn

PD: AEC_pdf.pltcfg DS: AEC_Screen_FullSize.dscript

-1

-0

11:18:10 AM 8/19/2022

...\Calumet Harbor and River\...\Chicago Area CDF Vertical Expansion - FY21\...\113990-6LC444-VE_RC-101.dgn

PD: AEC_pdf.pltcfg DS: AEC_Screen_FullSize.dscript

S I

-2

-R -0

-6

L C

-V

E R

C -1

.d g n

L U

M E

T H

A R

B O

R A

N D

E R

D R

E D

G E

D M

A T

E R

P O

S A

L F

A C

V E

R T

L E

X P

A N

N P

H A

S E

R O

J E

C T

-2

-C -X

X X

RC-101

CERTIFIED FINAL DOCUMENTS - RTA

C H

G O

A S

A L

L E

S T

C H

G O

T R

K L

U Z

R M

R A

K A

R R

D .S

C H

A N

R E

F E

R E

N C

E D

R A

S O

N N

D E

N E

D B

D E

S C

M A

R K

S I Z

S U

B M

E D

B Y

D A

T E

C O

N T

R A

C T

N O

H E

C K

E D

B Y

D R

A W

N B

U E

D A

T E

2 3 4 5 6 7 8 9 10

SHEET ID

U .S

R M

Y C

O R

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 Aug 19, 2022.