Cal_Harbor_Rock_Removal_Drawings_W912P6-16-B-0013_amendment_0001.pdf

PDF 12 MB Posted Aug 30, 2016

Attached to: CALUMET HARBOR ROCK REMOVAL
Solicitation number: W912P6-16-B-0013
Issued by: Department of the Army Corps of Engineers Engineering District Chicago

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File	Type	Posted
Amendment_0005_W912P6-16-B-0013_-_Calumet_Harbor_Rock_Removal.pdf	PDF	Sep 21, 2016
AMENDMENT_0004_W912P6-16-B-00013_-_Calumet_Harbor_Rock_Removal.pdf	PDF	Sep 20, 2016
Amendment_0003_W912P6-16-B-0013_(Calumet_Harbor_Rock_Removal).pdf	PDF	Sep 16, 2016
Amendment_0002_W912P6-16-B-0013_Calumet_Harbor_Rock_Removal.pdf	PDF	Sep 12, 2016
W912P6-16-B-0010-0002_amendment_-_Jeorse_Park_Beach_Ecosystem_Restoration.pdf	PDF	Sep 2, 2016
Amendment_0001_W912P6-16-B-0013_Cal_Hbr_Rock_Removal.pdf	PDF	Aug 30, 2016
IFB_W912P6-16-B-0013_Calumet_Harbor_Rock_Removal.pdf	PDF	Aug 18, 2016

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®of Engineers

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SHEET INDEX

NN NN

LOCATION MAP VICINITY MAP

(N.T.S.) (N.T.S.)

DATE

DATEDATE

ALL DRAWINGS IN THIS SET.

INDICATE OFFICIAL RECOMMENDATION OF

REQUIRED BY ER 1110-1-8152. SIGNATURES

THE SCOPE OF THEIR EMPLOYMENT AS

ON THESE PROJECT DOCUMENTS WITHIN

TION DESIGNATIONS OF INDIVIDUALS APPEAR

INITIALS OR SIGNATURES AND REGISTRA-

CHICAGO DISTRICT CORPS OF ENGINEERS. THE

THIS PROJECT WAS DESIGNED BY THE

DRAWINGS CONTAINED IN THE SHEET INDEX.

RECOMMENDATION AND APPROVAL FOR ALL

SIGNATURE AFFIXED BELOW INDICATE OFFICAL

REVIEWED BY:

APPROVED BY:

APPROVAL RECOMMENDED BY:

/S/

/S//S/ of Engineers

US Army Corps

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

pw:\\COE-LRCPWP02CHI.lrc.ds.usace.army.mil:coe-lrcpwp02chi.lrc.ds.usace.army.mil\Documents\Projects\Calumet Harbor Rock Removal\30000 - Preconstruction Engineering and Design\30AA0 Engineering and Design\Drawings\CAD_BIM\_Sheets\LOCATION, VICINITY MAP AN h6pmprwt 8/17/2016 MicroStation

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CALUMET HARBOR

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ROCK REMOVAL - FY16

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PROJECT SITE

BEDROCK DREDGING LOCATION

CHICAGO CDF

HARBOR BEDROCK PLACEMENTC-1024.

DREDGE SHEET HARBOR BEDROCKC-1013.

SURVEY CONTROL AND BENCHMARKSV-0012.

LOCATION, VICINITY MAP AND SHEET INDEXG-0011.

REFERENCENUMBER

TITLE SHEET SHEET

BEDROCK PLACEMENT LOCATION

CERTIFED FINAL - RTA JOE SCHMIDT, P.E.

JEFF ZUERCHER

W912P6-16-B-0013

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AUGUST 18, 2016

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GREG HEMPIN

07-26-2016 07-26-2016

07-26-2016

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US Army Corps pw:\\COE-LRCPWP02CHI.lrc.ds.usace.army.mil:coe-lrcpwp02chi.lrc.ds.usace.army.mil\Documents\Projects\Calumet Harbor Rock Removal\30000 - Preconstruction Engineering and Design\30AA0 Engineering and Design\Drawings\CAD_BIM\_Sheets\SURVEY CONTROL h6pmprwt 8/17/2016 MicroStation

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BRASS DISK589.071204988.291843081.9886-4

BRASS DISK587.191203788.471846577.4779-1

BRASS DISK586.541203654.071846082.21200

IGLD85

IL EAST NAD83 STATEPLANE COORDINATES

HORIZONTAL & VERTICAL CONTROL POINTS

POINT

EASTING (X)

DESCRIPTION

ELEV. ELEV.

NORTHING (Y)

GENERAL NOTES

500 0 500 1000

SCALE IN FEET

AVE

79-1

86-4

95th STREET

CALUMET

VER

CALUMET HARBOR

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A L F

AE9231, ME3356, AND ME2887.

6. ALL HORIZONTAL AND VERTICAL CONTROL POINTS ARE REFERENCED TO NGS MONUMENTS ME1966, (IGLD85) U.S FEET.

5. ALL ELEVATIONS SHOWN ARE REFERENCED TO THE INTERNATIONAL GREAT LAKES DATUM 1985

COORDINATES SHOWN ARE IN U.S. SURVEY FEET.

MERCATOR PROJECTION, ILLINOIS EAST ZONE (1201), NORTH AMERICAN DATUM 1983 (NAD83). ALL

4. GRID COORDINATES ARE BASED ON THE ILLINOIS STATE PLANE COORDINATE SYSTEM, TRANSVERSE

DEPTHS ARE MEASURED USING AN R2SONIC 2024 MULTIBEAM SONAR.

WATER LEVEL READINGS ARE FROM AN AUTOMATED GAUGE LOCATED AT CALUMET HARBOR, ILLINOIS.

THE REFERENCE PLANE AT RIMOUSKI, QUEBEC, INTERNATIONAL GREAT LAKES DATUM, IGLD 1985.

REFERRED TO LOW WATER DATUM (LWD) FOR LAKE MICHIGAN. 0.0 FT. IS EQUAL TO 577.5 FEET ABOVE

3. PROJECT DEPTHS, ELEVATIONS, SOUNDINGS, AND CONTROL POINTS SHOWN ON THE DRAWINGS ARE

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

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

(DGPS). THE DIFFERENTIAL CORRECTIONS ARE PROVIDED BY U.S. COAST GUARD DIFFERENTIAL

2. HORIZONTAL POSITIONING IS DETERMINED USING THE DIFFERENTIAL GLOBAL POSITIONING SYSTEM

OPERATIONS AND NOTICES TO NAVIGATION INTERESTS.

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

SOUNDINGS INDICATED REPRESENT THE MINIMUM DEPTH FOUND IN THE 10 FT BY 10 FT AREA

1. THE SOUNDINGS SURVEY SHOWN ON SHEETS C-101 WERE COMPLETED ON 22 TO 30 APRIL 2015. THE

W P -1

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pw:\\COE-LRCPWP02CHI.lrc.ds.usace.army.mil:coe-lrcpwp02chi.lrc.ds.usace.army.mil\Documents\Projects\Calumet Harbor Rock Removal\30000 - Preconstruction Engineering and Design\30AA0 Engineering and Design\Drawings\CAD_BIM\_Sheets\DREDGE SHEET HARBOR BEDRO h6pmprwt 8/17/2016 MicroStation

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1,210,480.001,844,280.00DL04

1,210,840.001,844,600.00DL03

1,210,158.881,845,220.56DL02

1,209,828.921,844,891.62DL01

EASTING NORTHINGPOINT

ILLINOIS STATE PLANE EAST (NAD 83)

DREDGE LOCATION COORDINATES

HALF WIDTH CHANNEL LIMITS

FEDERAL CHANNEL LIMITS

BEDROCK MATERIAL

HARD MATERIAL /

HALF WIDTH CHANNEL LIMITS

FEDERAL CHANNEL LIMITS

BEDROCK REMOVAL AREA

HARBOR BEDROCK

SCALE: 1" = 200'

400'0 200'

W P -1

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4. PLACE EXCAVATED BEDROCK IN LOCATION SHOWN ON SHEET C-102.

REMOVE HARD MATERIAL/BEDROCK .

BETWEEN -26.0 AND -28.0 LWD. FROM THE 429,000 SQUARE FOOT AREA,

FEET, LOCATE HARD MATERIAL/BEDROCK THAT IS SITUATED AT DEPTHS

3. WITHIN THE DESIGNATED HARD MATERIAL/BEDROCK AREA, 429,000 SQUARE

FEET.

THE DEMONSTRATION EXCAVATION SECTION FOR A TOTAL OF 1,000 SQUARE

MATERIAL/BEDROCK IS PRESENT ABOVE AN ELEVATION -28 FEET LWD FOR

CONTRACTOR SHALL IDENTIFY AND SUBMIT AREAS WHERE HARD

CONDITIONS BY THE GOVERNMENT. FOLLOWING SURVEY, THE

MATERIALS/BEDROCK TO IDENTIFY REQUIRED WORK AND ESTABLISH INITIAL

WORK AREAS PRIOR TO EXCAVATING AND REMOVAL OF HARD

2. MULTI-BEAM SOUNDING SURVEYS SHALL BE PERFORMED IN ALL REQUIRED

1. SEE SHEET V-001 FOR SURVEY, SOUNDINGS AND CONTROL INFORMATION.

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115+00

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HALF WIDTH CHANNEL LIMITS

FEDERAL CHANNEL LIMITS

ROCK PLACEMENT AREA

SCALE: 1" = 200'

400'0 200'

ROCK PLACEMENT LIMITS

1,209,589.641,847,864.43RPA2-12

1,207,778.341,849,610.71RPA2-11

1,205,153.981,849,548.39RPA2-10

1,205,153.981,849,468.39RPA2-09

1,207,746.841,849,529.96RPA2-08

1,209,534.111,847,806.84RPA2-07

1,209,464.701,847,734.85RPA1-06

1,207,737.821,849,399.75RPA1-05

1,205,338.391,849,258.39RPA1-04

1,205,153.981,849,258.39RPA1-03

1,207,706.311,849,319.00RPA1-02

1,209,409.181,847,677.25RPA1-01

EASTING NORTHINGPOINT

ILLINOIS STATE PLANE EAST (NAD 83)

ROCK PLACEMENT LOCATION COORDINATES

HALF WIDTH CHANNEL LIMITS

FEDERAL CHANNEL LIMITS

ROCK PLACEMENT AREA

8/17/2016

RPA1-01

RPA1-06

RPA2-07

RPA2-12

RPA1-02

RPA1-05

RPA2-08

RPA2-11

RPA1-03

RPA1-04

RPA2-09

RPA2-10

D R

E D

G E S

H E

E T

HARBOR BEDROCK PLACEMENT

FEDERAL CHANNEL LIMITS

ROCK PLACEMENT LIMITS

IL/IN STATELINE

CHANNEL LIMITS

DREDGING LIMITS

TO BE DREDGED

EXISTING SEDIMENT

PRISM LINE

REQUIRED DREDGING

PRISM LINE

ALLOWABLE OVERDREDGE

TYPICAL DREDING SECTION

SCALE: NTS

W P -1

-B -0

PROJECT DREDGE DEPTH = -30.0 LWD

ALLOWABLE OVERDREDGE DEPTH = -31.0 LWD

BREAKWATER.

3. NO TWO BARGE OFFLOADS CAN BE IN THE SAME POSITION ALONG THE

WITHIN THE LIMITS SHOWN.

2. PLACE REMOVED BEDROCK AND HARD MATERIAL ALONG THE BREAKWATER

1. SEE SHEET V-001 FOR SURVEY, SOUNDINGS AND CONTROL INFORMATION.

File details come from the government source that posted it. Updated Nov 14, 2017.