PROJECT PLANS W912P621B0004 Burns Harbor Approach Channel Dredging FY21.pdf

PDF 21 MB Posted May 27, 2021

Attached to: BURNS WATERWAY HARBOR DREDGING APPROACH CHANNEL MAINTENANCE DREDGING (FISCAL YEAR 2021), PORTAGE, IN
Solicitation number: W912P621B0004
Issued by: Department of the Army Corps of Engineers Engineering District Chicago

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Written by GovTribe AI · Dec 27, 2023

This solicitation notice is for a maintenance dredging project at Burns Harbor in Portage, Indiana. The United States Army Corps of Engineers - Chicago District is seeking bids for the dredging of up to 160,000 cubic yards of shoaled material from the harbor approach channel and placement of the material either near shore or at a designated beach. The project is estimated to cost between $1 million and $5 million. Competition is set aside for HubZone small businesses, which must perform at least 40% of the dredging volume using their own equipment or that of another small dredging concern. Bids are due by the date specified in the solicitation package, which is downloadable as PDF files from the provided website. Registration on the System for Award Management is required to bid. The point of contact for inquiries is Mr. Kyle D. Smith at the listed email address.

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PROJECT LOCATION

BURNS HARBOR

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SHEET ID

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SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

CHICAGO DISTRICT

of Engineers

US Army Corps

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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

MIKE NGUYEN

MIKE NGUYEN, PE

JOHN GROBOSKI

JOHN GROBOSKI, P.E.ATR TEAM LEADER

ATR WAIVED VIA PROGRAMMATIC REVIEW PLAN

(N.T.S)

LOCATION MAP

(N.T.S)

VICINITY MAP

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BEACH PLACEMENT C-0024

DREDGING & PLACEMENT AREASC-0013

SURVEY CONTROL V-0012

TITLE, LOCATION AND VICINITY MAPSG-0011

REFERENCENUMBER

TITLE SHEET SHEET

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PORTAGE, INDIANA

MAINTENANCE DREDGING FY21

APPROACH CHANNEL

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W912P6-21-B-0004

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BURNS WATERWAY HARBOR DREDGING

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CERTIFIED FINAL DOCUMENTS - RTA

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N 1508500

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PLAN OBSCURED BY

SMOKE CLOUD

PLAN NOT RELIABLE

WITHIN THIS AREA

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RIPRAP RIPRAP

RIPRAP

LAKE MICHIGAN

BURNS WATERWAY HARBOR

LAKE MICHIGAN

BURNS WATERWAY HARBOR

LAKE MICHIGAN

BURNS WATERWAY HARBOR

WALL

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INDIANA PORT COMMISSION

BETHLEHEM STEEL CORPORATION

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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

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

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 09, 2020.

3. THE CONDITION 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

LEGEND

STANDARD BRASS DISK

CONTROL POINT

CHANNEL LIMIT

CHANNEL CENTERLINE

SCALE: 1" = 500'

NORTH

PLAN

0 500' 1000'

SITE AND SURVEY - VIEW 2

of Engineers

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TO BE DREDGED

EXISTING SEDIMENT

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NEAR SHORE (LITTORAL ZONE)

OPTION PLACEMENT AREA

PORTAGE BEACH

OUTER HARBOR

APPROACH CHANNEL

MAINTENANCE DREDGING AREA

SEE NOTE 1

AVOIDANCE AREA

MD10

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INDIANA PORT COMMISSION

BETHLEHEM STEEL CORPORATION

LEGEND

PLACEMENT AREA

DREDGE AREA (-30.0 LWD)

MAINTENANCE

DREDGE AREA (-30.0 LWD)

APPROACH CHANNEL

TYPICAL DREDGE SECTION

PROJECT DREDGE DEPTH = -30.0 LWD

ALLOWABLE DREDGING

REQUIRED DREDGING

ALLOWABLE OVERDREDGE DEPTH = -32.0 LWD

2,325,002.80 2,932,057.03

2,325,002.80 2,931,437.03

2,328,915.80 2,931,437.03

2,328,915.80 2,931,466.37

2,329,915.79 2,931,466.37

2,329,915.79 2,932,189.35

2,330,844.20 2,934,939.50

2,333,845.14 2,940,414.37

2,333,493.85 2,940,605.67

2,330,495.96 2,935,136.37

2,326,772.65 2,935,136.37

2,326,772.65 2,934,516.37

2,329,015.80 2,934,516.37

2,329,015.80 2,932,057.03

CL01

CL02

CL03

CL04

CL05

CL06

CL07

CL08

CL09

CL10

CL11

CL12

CL13

CL14

2,331,331.55 2,935,828.62

2,331,519.86 2,935,726.08

2,334,020.78 2,940,318.72

2,333,845.14 2,940,414.37

MD01

MD02

MD03

CL08

MD04

MD05

MD06

CL09

MD07

MD08

MD09

2,330,632.36 2,935,385.20

2,333,493.85 2,940,605.67

2,332,541.44 2,941,124.30

2,331,776.96 2,939,703.54

2,330,800.19 2,936,638.20

2,330,319.35 2,936,651.09

2,330,349.77 2,936,055.93

2,330,457.14 2,935,490.48 MD10

DP05

DP06

DP07

DP08

DP10

DP11

DP12

DP13

2,323,798.11 2,920,288.36

2,324,090.33 2,920,220.44

2,325,548.15 2,926,492.39

2,325,255.93 2,926,560.31

DP01

DP02

DP03

DP04

CHANNEL LIMIT POINTS

(INDIANA STATE PLANE WEST - NAD 83)

MAINTENANCE DREDGING AREA 1

(INDIANA STATE PLANE WEST - NAD 83)

MAINTENANCE DREDGING AREA 2

(INDIANA STATE PLANE WEST - NAD 83)

NEAR SHORE PLACEMENT AREA

(INDIANA STATE PLANE WEST - NAD 83)

OGDEN DUNES BEACH

OPTION PLACEMENT AREA

(INDIANA STATE PLANE WEST - NAD 83)

PORTAGE BEACH

OPTION PLACEMENT AREA

(INDIANA STATE PLANE WEST - NAD 83)

EASTING

POINT

NORTHING

POINT

NORTHING

COORDINATES

NORTHING

COORDINATESCOORDINATES

EASTING

POINT

EASTING

POINT

NORTHING

POINT

NORTHING

COORDINATES

NORTHING

COORDINATES

EASTING

COORDINATES

EASTING

POINT

2,323,556.22 2,920,344.59

2,323,711.54 2,920,308.48

2,324,686.72 2,924,504.00

2,324,499.96 2,924,547.41

2,324,549.17 2,925,354.92

2,324,768.96 2,925,333.48

2,325,087.38 2,926,503.45

2,324,816.38 2,926,500.12

2,324,760.80 2,926,417.54 DP14

NOTES:

1. SITE 12Pr640 (AVOIDANCE AREA) IS DEFINED BY DP POINTS (7, 8, 10, AND 11). THE AREA MUST BE AVOIDED BY ANY

DIRECT IMPACTS; NO WORK, EQUIPMENT OR THE PLACEMENT OF SAND SHOULD OCCUR WITHIN THE AVOIDANCE AREA

ON THE ODGEN DUNES SHORELINE; IF NEEDED CONTACT CATHY DRAEGER-WILLIAMS WITH THE DEPARTMENT'S

DIVISION OF HISTORIC PRESERVATION AND ARCHAEOLOGY AT (317-234-3791). THE CONTRACTING OFFICER'S

REPRESENTATIVE (COR) WILL PROVIDE SPECIFIC COORDINATES AFTER CONTRACT AWARD.

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

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

3. AREAS TO BE DREDGED WILL BE SOMEWHERE WITHIN THE APPROACH CHANNEL AND MAINTENANCE AREA(S). THE

SPECIFIC AREAS TO BE DREDGED WILL BE IDENTIFIED VIA SURVEY CONDUCTED DURING CALENDAR YEAR THAT

DREDGING IS TO BE COMPLETED. THE COR MAY DIRECT SPECIFIC AREAS FOR DREDGING WITHIN THESE AREAS.

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

ME2139.

5. FOR LITTORAL ZONE PLACEMENT - THE CONTRACTOR SHALL PLACE DREDGED MATERIAL BETWEEN WEST AND EAST

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

WATER NO DEEPER THAN 18 FEET. FOR MORE INFORMATION SEE ENVIRONMENTAL PERMITS IN SPECIFICATIONS.

6. FOR ON-BEACH PLACEMENT - THE CONTRACTOR SHALL PLACE DREDGED MATERIAL BETWEEN WEST AND EAST

BOUNDARIES OF THE PLACEMENT AREA(S) ON EXISTING BEACH. IF NO BEACH EXISTS, CONTRACT SHALL BUILD BEACH

FROM EXISTING SHORELINE PLACING MATERIAL NO HIGHER THAN PLUS 8 FEET LWD AND IN WATER LESS THAN 5 FEET

DEEP. THE FINAL BEACH GRADE SHALL HAVE NO VALLEYS OR MOUNDS GREATER THAN 18 INCHES. SAND PLACEMENT

MUST BE A CONTINUOUS BODY FROM EXISTING SHORELINE; NO NON-UBIQUITIOUS PLACEMENT SUCH AS LONG

NARROW STRETCHES OF MATERIAL UNCONNECTED TO THE EXISTING SHORE OR ISLANDS ARE ALLOWED.

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

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

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

DEPTH OF 2 FEET.

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

DIFFERENTIAL CORRECTIONS ARE PROVIDED BY U.S. COAST GUARD DIFFERENTIAL BROADCAST STATIONS. SIGNAL

STRENGTH IS USED AS THE DETERMINING FACTOR IN DIFFERENTIAL SELECTION. THE DG PS RECEIVER IS

MANUFACTURED BY KAPLAN MARINE MODEL POS\MV VER 4.0.

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

PLACING SEDIMENT IN THE LITTORAL ZONE. THIS DOES NOT APPLY WHEN CONTRACTOR IS PLACING SAND ON BEACH.

10. THE GOVERNMENT IS NOT PROVIDING ANY LAND BASE ACCESS ROUTES TO THE BEACH FOR GRADING EQUIPMENT.

11. SOUNDING INFORMATION IS AVAILABLE AT THE EHYDRO-POWERED USACE HYDROGRAPHIC SURVEY WEBSITE:

https://www.arcgis.com/apps/opsdashboard/index.html#/4b8f2ba307684cf597617bf1b6d2f85d

SCALE: 1" = 1000' 0 2000'1000'

NORTH

PLAN

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SITE PLAN - DREDGING AND PLACEMENT AREAS

of Engineers

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CERTIFIED FINAL DOCUMENTS - RTA

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NEAR SHORE (LITTORAL ZONE)

OPTION PLACEMENT AREA

PORTAGE BEACH

SEE NOTE 1

AVOIDANCE AREA

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