W912P619B0012_113983-Burns_Harbor_Approach_Channel_Dredging_RTA_PLANS_(2).pdf

PDF 4 MB Posted Aug 19, 2019

Attached to: Burns Harbor Approach Channel Dredging, Burns Harbor, IN (Chicago District Project)
Solicitation number: W912P619B0012
Issued by: Department of the Army Corps of Engineers Engineering District Chicago

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SOLICITATION PLAN SHEETS W912P619B0012 BURNS HARBOR DREDGING

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SOLICITATION_W912P619B0012_BURNS_HARBOR_DREDGING(2).pdf	PDF	Aug 19, 2019

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LOCATION

PROJECT LOCATION

PROJECT

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SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

W912P6-19-B-0012

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PORTAGE, INDIANA

MAINTENANCE DREDGING FY19

BURNS HABOR

W912P6-19-C-00XX

CHICAGO DISTRICT

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G-001

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N D of Engineers

US Army Corps

SHEET INDEX

ALL DRAWINGS IN THIS SET.

INDICATE OFFICIAL RECOMMENDATION OF

REQUIRED BY ER 1110-1-8152. SIGNATURES

THE SCOPE OF THEIR EMPLOYMENT AS

ON THESE PROJECT DOCUMENTS WITHIN

TION DESIGNATIONS OF INDIVIDUALS APPEAR

INITIALS OR SIGNATURES AND REGISTRA-

CHICAGO DISTRICT CORPS OF ENGINEERS. THE

THIS PROJECT WAS DESIGNED BY THE

REVIEWED BY:

DATE

APPROVED BY:

APPROVAL RECOMMENDED BY:

DATE

DRAWINGS CONTAINED IN THE SHEET INDEX.

RECOMMENDATION AND APPROVAL FOR ALL

SIGNATURE AFFIXED BELOW INDICATE OFFICIAL

VICINITY MAP

(N.T.S.)

LOCATION MAP

(N.T.S.)

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MIKE NGUYEN

MIKE NGUYEN, PE

JOHN GROBOSKI

JOHN GROBOSKI, P.E.

®of Engineers

US Army Corps

U .S

A R

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O R

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DREDGING & DISPOSAL AREA CS-1013

SURVEY CONTROL V-0012

TITLE, LOCATION AND VICINITY MAPSG-0011

REFERENCENUMBER

TITLE SHEET SHEET

ATR TEAM LEADER

ATR WAS WAIVED ON 22 MARCH 2019

CERTIFIED FINAL DOCUMENTS - RTA

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AUGUST 2019

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26.0

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38.0

26.

28.0

0.0

32.0

34.

34.0

36.

36.0

38.0

38.

INDIANA PORT COMMISSION

BETHLEHEM STEEL CORPORATION

CONRAIL

LAKE MICHIGAN

C O

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A I

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H-206

H-207

H-205

H-203

TANK

TANKS

TANK

TANKS

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PARKING

AREA

OBSCURED

SMOKE

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E 486500 E 487000 E 487500 E 488000

N 1509000

N 1508500

N 1508000

AREA

OBSCURED

SMOKE

BEACON

P P

PILE

MOOR

SIGN

LAKE MICHIGAN

BURNS WATERWAY HARBOR

LAKE MICHIGAN

BURNS WATERWAY HARBOR

LAKE MICHIGAN

BURNS WATERWAY HARBOR

WALL

TANK

T T

PARKING

HOPPER

BOLLARDS

O.S.

PILE

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PILE

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PILE

BOLLARDS

MOOR MOOR

MOORPILINGS

PILINGS

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A L

PLAN OBSCURED BY

SMOKE CLOUD

PLAN NOT RELIABLE

WITHIN THIS AREA

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O.S.

PILE

PILE PILE

PILE

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O.S.

PILE

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O.S.

PILE

PILEPILE

PILE

SLAB

PILE

PILE PILE

PILE

O/H PIPELINE

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O.S.

P P

O.S.

O.S

RIPRAP

R I P R

A P

RIPRAP

RIPRAP RIPRAP RIPRAP

RIPRAP

O.S.

PILE

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PILE

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PARKING

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®of Engineers

US Army Corps

U .S

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POINT

NORTHING (Y) EASTING (X) NAVD88

ELEV. ELEV.

IGLD85

DESCRIPTION

IN WEST NAD83 STATEPLANE COORDINATES

HORIZONTAL & VERTICAL CONTROL POINTS

GENERAL NOTES

AT FATHER POINT QUEBEC.

1985 (IGLD). LOW WATER DATUM ZERO IS 577.5 FEET ABOVE MEAN WATER LEVEL

6. SOUNDING DEPTHS AND CONTOURS ARE REFERENCED TO GREAT LAKES DATUM

TO NGS MONUMENT ME2139.

5. ALL HORIZONTAL AND VERTICAL CONTROL POINTS ARE REFERENCED

VERTICAL DATUM OF 1988 (NAVD88) U.S. FEET.

4. CONTROL ELEVATIONS SHOWN ARE REFERENCED TO THE NORTH AMERICAN

IN NOVEMBER 15, 2014.

3. THE EXISTING APPROACH CHANNEL CONTOURS SURVEY WAS PERFORMED

OF 1983 (NAD83) U.S. FEET.

PLANE COORDINATE SYSTEM, WEST ZONE, (1302), NORTH AMERICAN DATUM

2. ALL COORDINATES ARE REFERENCED TO THE INDIANA STATE

TIME OF BIDDING, AND INCLUDE COST ACCORDINGLY IN THE BID.

ALL NECESSARY ACTIONS TO ASSESS THE EXISTING CONDITIONS AT THE

VARY AND DIFFER FROM THOSE SHOWN. THE CONTRACTOR SHALL TAKE

CHICAGO DISTRICT. EXISTING CONDITIONS DURING CONSTRUCTION MAY

DRAWINGS ARE FROM A NOVEMBER 2009 SURVEY PERFORMED BY USACE,

1. THE LAND/OUT-OF-WATER SURVEY CONDITIONS SHOWN ON THESE

VIEW 2 2,328,753.245 2,932,909.115 590.22 589.67 BRASS DISK

LEGEND

STANDARD BRASS DISK

CONTROL POINT

CHANNEL LIMIT

CHANNEL CENTERLINE

0 1000500 500250

1 INCH = 500 FEET

CERTIFIED FINAL DOCUMENTS - RTA

A U

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BH-PC-9

TO BE DREDGED

EXISTING SEDIMENT

OUTER HARBOR

SEE NOTES

EXISTING SHIPWRECK

OPTION PLACEMENT AREA

OGDEN DUNES BEACH

APPROACH CHANNEL

AREA 1

MAINTENANCE DREDGING

AREA 2

MAINTENANCE DREDGING

PLACEMENT AREA

NEAR SHORE (LITTORAL ZONE)

OPTION PLACEMENT AREA

PORTAGE BEACH

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INDIANA PORT COMMISSION

BETHLEHEM STEEL CORPORATION

TYPICAL DREDGE SECTION

PROJECT DREDGE DEPTH = -30.0 LWD

ALLOWABLE OVERDREDGE DEPTH = -31.0 LWD

ALLOWABLE DREDGING

REQUIRED DREDGING

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LEGEND

DREDGE AREA (-30.0 LWD)

LAKE MICHIGAN

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CS-101

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DP04

CL01

CL02

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®of Engineers

US Army Corps

DREDGING & DISPOSAL AREA

NORTH

PLAN

T R

U E N

0 1000' 2000'

SCALE: 1" = 1000'

CERTIFIED FINAL DOCUMENTS - RTA

2,932,057.03 2,329,015.80

2,934,516.37 2,329,015.80

2,934,516.37 2,326,772.65

2,935,136.37 2,326,772.65

2,935,136.37 2,330,495.96

2,940,605.67 2,333,493.85

2,940,414.37 2,333,845.14

2,934,939.50 2,330,844.20

2,932,189.35 2,329,915.79

2,931,466.37 2,329,915.79

2,931,466.37 2,328,915.80

2,931,437.03 2,328,915.80

2,931,437.03 2,325,002.80

2,932,057.03 2,325,002.80

(INDIANA STATE PLANE WEST - NAD 83)

CHANNEL LIMIT POINTS

COORDINATES

NORTHING EASTING

POINT

CL01

CL02

CL03

CL04

CL05

CL06

CL07

CL08

CL09

CL10

CL11

CL12

CL13

CL14

CL08

CL09

CL10

CL11

CL12

CL13

CL14

2,940,414.37 2,333,845.14

2,940,318.72 2,334,020.78

2,935,726.08 2,331,519.86

2,935,828.62 2,331,331.55

COORDINATES

NORTHING EASTING

POINT

MD01

MD02

MD03

CL08

MD02

MD03

MD05

MD06

MD07

MD08

MD09

MD10

POINT COORDINATES

EASTINGNORTHING

MD04

MD05

MD06

CL09

MD07

MD08

MD09

2,935,490.48 2,330,457.14

2,936,055.93 2,330,349.77

2,936,651.09 2,330,319.35

2,936,638.20 2,330,800.19

2,939,703.54 2,331,776.96

2,941,124.30 2,332,541.44

2,940,605.67 2,333,493.85

2,935,385.20 2,330,632.36

MD10

DREDGE AREA (-30.0 LWD)

ADVANCE MAINTENANCE

MD01

MD04

DP05

DP06

DP07

DP08

POINT COORDINATES

NORTHING EASTING

COORDINATES

NORTHING EASTING

POINT POINT COORDINATES

NORTHING EASTING

DP05

DP06

DP07

DP08

DP09 DP10

DP11

DP12

DP10

DP11

DP12

DP13

2,926,560.31 2,325,255.93

2,926,492.39 2,325,548.15

2,920,220.44 2,324,090.33

2,920,288.36 2,323,798.11 DP01

DP02

DP03

DP04

(INDIANA STATE PLANE WEST - NAD 83)

MAINTENANCE DREDGING AREA 1

(INDIANA STATE PLANE WEST - NAD 83)

MAINTENANCE DREDGING AREA 2

PLACEMENT AREA

(INDIANA STATE PLANE WEST - NAD 83)

NEAR SHORE PLACEMENT AREA

(INDIANA STATE PLANE WEST - NAD 83)

OPTION PLACEMENT AREA

OGDEN DUNES BEACH

2,922,844.60 2,324,100.37

2,924,547.41 2,324,499.96

2,924,504.00 2,324,686.72

2,920,308.48 2,323,711.54

2,920,344.59 2,323,556.22

DP13

DP09

2,926,384.11 2,324,838.75

2,926,503.45 2,325,087.38

2,925,333.48 2,324,768.96

2,925,371.94 2,324,603.49 ttps://www.arcgis.com/apps/opsdashboard/index.html#/4b8f2ba307684cf597617bf1b6d2f85dh

SURVEY WEBSITE:

10. SOUNDING INFORMATION IS AVAILABLE AT THE EHYDRO-POWERED USACE HYDROGRAPHIC

DREDGING.

9. THE CONTRACTOR SHALL STAY A MINIMUM OF 50 FEET AWAY FROM ANY BREAKWATER WHILE

GREATER THAN 18 INCHES.

PLACEMENT AREA(S). THE FINAL BEACH GRADE SHALL HAVE NO VALLEYS OR MOUNDS

8. THE CONTRACTOR SHALL NOT PLACE MATERIAL HIGHER THAN PLUS 8 FEET LWD AT ON-BEACH

MARINE MODEL POS\MV VER 4.0.

FACTOR IN DIFFERENTIAL SELECTION. THE DG PS RECEIVER IS MANUFACTURED BY KAPLAN

DIFFERENTIAL BROADCAST STATIONS. SIGNAL STRENGTH IS USED AS THE DETERMINING

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

7. HORIZONTAL POSITIONING IS DETERMINED USING THE DIFFERENTIAL GLOBAL POSITIONING

ARMS IS -27.0 LWD WITH AN ALLOWABLE OVERDREDGE DEPTH OF 2 FEET.

-28.0 LWD WITH AN ALLOWABLE OVERDREDGE DEPTH OF 2 FEET. DREDGE DEPTH IN THE

AN ALLOWABLE OVERDREDGE DEPTH OF 1 FOOT. DREDGE DEPTH IN THE OUTER HARBOR IS

6. UNLESS OTHERWISE NOTED, DREDGE DEPTH IN THE APPROACH CHANNEL IS -30.0 LWD WITH

ENVIRONMENTAL PERMITS IN SPECIFICATIONS.

SHORE AS POSSIBLE AND IN WATER NO DEEPER THAN 18 FEET. FOR MORE INFORMATION SEE

BOUNDARIES OF THE PLACEMENT AREA(S) AS FAR EAST AS POSSIBLE, AS CLOSE TO THE

5. THE CONTRACTOR SHALL PLACE DREDGED MATERIAL BETWEEN WEST AND EAST

ME2139.

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

VIA SURVEY CONDUCTED DURING CALENDAR YEAR THAT DREDGING IS TO BE COMPLETED.

ADVANCE MAINTENANCE AREA(S). THE SPECIFIC AREAS TO BE DREDGED WILL BE IDENTIFIED

3. AREAS TO BE DREDGED WILL BE SOMEWHERE WITHIN THE APPROACH CHANNEL AND

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

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

E 2924691.6052, N 2324690.8005

ACHAEOLOGY AT (317-234-3791). THE SHIPWRECK COORDINATES;

DRAEGER-WILLIAMS WITH THE DEPARMENT'S DIVISION OF HISTORIC PRESERVATION AND

SHIPWRECK ON THE ODGEN DUNES SHORELINE; IF NEEDED CONTACT CATHY

EQUIPMENT OR THE PLACEMENT OF SAND SHOULD OCCUR WITHIN 100 FEET OF THE

1. THE SHIPWRECK (SITE 12Pr640) MUST BE AVOIDED BY ANY DIRECT IMPACTS; NO WORK, NOTES:

(INDIANA STATE PLANE WEST - NAD 83)

OPTION PLACEMENT AREA

PORTAGE BEACH

A U

G U

S T

20190815_113983CS-101

20190815_113983G-001

20190815_A113983V-101

File details come from the government source that posted it.