Attachment F (For AMDT 0001).pdf

PDF 14 MB Posted Oct 14, 2022

Attached to: Indiana Shoreline Erosion Project: Beach Nourishment Services
Solicitation number: W912P622B0014
Issued by: Department of the Army Corps of Engineers Engineering District Chicago

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File	Type	Posted
Bid Opening Results.docx	DOCX document	Nov 8, 2022
W912P622B0014-0002.pdf	PDF	Oct 26, 2022
Attachment I (For AMDT 0002).pdf	PDF	Oct 26, 2022
Attachment B (For AMDT 0002).pdf	PDF	Oct 26, 2022
Attachment H (For AMDT 0002).pdf	PDF	Oct 26, 2022
Attachment G (For AMDT 0001).pdf	PDF	Oct 14, 2022
Attachment C (For AMDT 0001).pdf	PDF	Oct 14, 2022
Attachment E.pdf	PDF	Oct 14, 2022
W912P622B0014-0001.pdf	PDF	Oct 14, 2022
Attachment B (For AMDT 0001) Performance of Work Statement.pdf	PDF	Oct 14, 2022
Attachment C.pdf	PDF	Sep 16, 2022
Attachment B.pdf	PDF	Sep 16, 2022
Attachment E.pdf	PDF	Sep 16, 2022
Attachment D.pdf	PDF	Sep 16, 2022
Attachment A.pdf	PDF	Sep 16, 2022
W912P622B0014 - 16SEPT22.pdf	PDF	Sep 16, 2022
Attachment F.pdf	PDF	Sep 16, 2022

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ATTACHMENT F

Exhibit H

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In d ia n a S h o re li n e E ro s io n P ro te c ti o n

\I n d ia n a S h o re li n e E ro s io n P ro te c ti o n

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A R

MICHIGAN CITY, IN

PROTECTION FY2022

INDIANA SHORELINE EROSION

W912P6-22-R-0000

09/2022

W912P6-22-C-0000

CHICAGO DISTRICT

PROJECT SITE

FINAL SUBMITTAL, 100% DESIGN

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

S U

B M

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B Y

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SHEET ID

®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

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E N

E E

R S

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

of Engineers

US Army Corps

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:

DRAWINGS CONTAINED IN THE SHEET INDEX.

RECOMMENDATION AND APPROVAL FOR ALL

SIGNATURE AFFIXED BELOW INDICATE OFFICIAL

APPROVED BY:

APPROVAL RECOMMENDED BY:

DATE

JOHN GROBOSKI

DATE DATE

CHIEF, DESIGN SECTION

JOHN GROBOSKI, P.E.

N/A

ATR TEAM LEADER

N/A, P.E.

N/A

PROJECT MANAGER

N/A

LOCATION MAP VICINITY MAP

SHEET INDEX

REFERENCE DRAWING6. R-101

MISCELLANEOUS DETAILSCS5015.

SITE PLAN SAND PLACEMENT - YEAR 1CS1024.

BASELINE ALIGNMENTCS1013.

SURVEY CONTROL INFORMATIONV1012.

TITLE SHEET, INDEX, VICINITY AND LOCATION MAPSG0011.

REFERENCENUMBER

TITLE SHEET SHEET

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V-001

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-0 .d

A V

A R

LAKESHORE BASELINE

INDIANA DUNES NATIONAL

EASTERN SEGMENT OF

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

S U

B M

E D

B Y

C H

E C

K E

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M A

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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

AND BENCHMARK ME 2148)

(NGS HORIZONTAL STATION

POLA

GPS-9

ME2150

IN WEST NAD83 STATEPLANE COORDINATES

HORIZONTAL & VERTICAL CONTROL POINTS

POINT

EASTING (X)

DESCRIPTION

NORTHING (Y)

GENERAL NOTES

300 0 300 600

SCALE IN FEET

TOOL KIT FOUND AT WWW.NGS.NOAA.GOV

CONVERTION FROM NAVD88 TO IGLD SEE A HEIGHT CONVERTION

SUBSTRACTING 577.50. FOR ADDITIONAL INFORMATION ABOUT

0.502. ELEVATIONS WERE CONVERTED FROM IGLD85 TO LWD BY

5. ELEVATIONS WERE CONVERTED FROM NAV88 TO IGLD85 BY ADDING

REFERENCED TO NGS MONUMENTS ME2148 AND ME2150.

4. ALL HORIZONTAL AND VERTICAL CONTROL POINTS ARE

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

3. ALL ELEVATIONS SHOWN ARE REFERENCED TO THE NORTH

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

STATE PLANE COORDINATE SYSTEM, WEST ZONE, NORTH AMERICAN

2. ALL COORDINATES SHOWN ARE REFERENCED TO THE INDIANA

BID.

THE TIME OF BIDDING, AND INCLUDE COST ACCORDINGLY IN THE

NECESSARY ACTIONS TO ASSESS THE EXISTING CONDITIONS AT

DIFFER FROM THOSE SHOWN. THE CONTRACTOR SHALL TAKE ALL

EXISTING CONDITIONS DURING CONSTRUCTION MAY VARY AND

THIS INFORMATION MUST BE USED FOR REFERENCE ONLY.

REPRESENTS CONDITIONS EXISTING AT THAT TIME. THEREFORE

1. THE LAND BASED CONTOURS ARE DATED JANUARY 8, 1997 AND

STEEL ROD IN SLEEVE18.512596.007596.5092,999,057.002,355,249.73ME2150

CONCRETE MONUMENT

ALUIMINUM CAP IN 40.659618.161618.6632,993,910.502,348,533.10ME2148

BRASS CAP54.765632.269632.7712,997,020.572,354,934.96GPS-9

IGLD 85

ELEV.

NAVD88

ELEV.

LWD

LAKE MICHIGAN

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INDIANA DUNES NATIONAL LAKESHORE BASELINE

SCALE: 1" = 500'

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CS-101

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A V

A R

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

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®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

WETL

AND A

REA

AND BENCHMARK ME 2148)

(NGS HORIZONTAL STATION

POLA

GPS-9

336+42.70

340+75.65

S R -6

S R -1

S T A . 2

ME2150

BEACH F

ILL

PLAN

LAKE M

ICHIG

H S

T R E E T

4TH STREET

MOUNT B

ALDY

MANOR

AVE

BEVERLY

P O

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E R C

O U

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L a P

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T E C

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U .S . R

O U T E

OUTE

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T H B

E N

C H

A G

O S

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T H S

H O

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L A

K E S

H O

R E D

LAKE

CHI

GAN

GATE #2

NIPSCO WEST GATE

0 1000'500'

2. ALL BASELINE BEARINGS ARE GRID: RECKONED FROM NORTH.

315+75.10 RESPECTIVELY.

FOR THE PROJECT STARTS AND ENDS AT STA. 338+50 AND STA.

INDIANA DUNES NATIONAL LAKESHORE BASELINE. STATIONING

1. THE BASELINE SHOWN IS THE EASTERN SEGMENT OF THE

LEGEND

ACCESS ROUTE

COORDINATE TABLE

340+75.65 2,355,446.71 2,996,954.91

336+42.70 2,355,025.69 2,996,853.98

330+42.80 2,354,654.74 2,996,382.55SR-18

321+74.93 2,354,331.88 2,995,576.97SR-17

315+75.10 2,354,086.78 2,995,029.51SR-16

309+75.27 2,353,841.65 2,994,482.08SR-15

303+75.44 2,353,638.68 2,993,917.64SR-14

297+75.60 2,353,416.42 2,993,360.51SR-13

291+75.77 2,353,180.16 2,992,809.17SR-12

287+73.18 2,353,071.56 2,992,421.51SR-11

281+07.89 2,352,796.43 2,991,814.92SR-10

275+91.24 2,352,583.36 2,991,345.14

269+90.26 2,352,335.11 2,990,797.84

265+29.52 2,352,158.36 2,990,372.36

252+87.49 2,351,642.37 2,989,242.62

247+86.66 2,351,428.80 2,988,789.61

235+18.65 2,350,892.75 2,987,640.51SR-6

229+53.65 2,350,653.89 2,987,128.50

EASTING NORTHING STATION NAME

SURVEY PROFILE LINES

GENERAL NOTES

COORDINATES IN INDIANA STATE PLANE WEST NAD83

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In d ia n a S h o re li n e E ro s io n P ro te c ti o n

\I n d ia n a S h o re li n e E ro s io n P ro te c ti o n

C S

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POLYETHYLENE FENCE

ORANGE HIGH-DENSITY

WITH TEMPORARY 4 FT

WORK LIMITS TO BE MARKED

WORK LIMITS OF BEACH FILL.

WESTERN AND SOUTHERN

PLUS 10' LANDWARD

AT +7 L.W.D. CONTOUR

IN VICINITY OF DUNES IS

LANDWARD WORK LIMITS

NOTE #6)

AROUND AREA (SEE

LOCATION OF TURN

APPROXIMATE

VEGETATION LINE

AT +7 L.W.D. AND/OR UP TO

INTO EXISTING DUNES

TIE BEACH FILL BERM

GATE

NIPSCO SECURITY

GATE 2: (WEST GATE)

TO EDGE-OF-SHOULDER

LIMITS: EDGE-OF-SHOULDER

NIPSCO ACCESS ROAD WORK

SEE NOTE #5

AT THIS AREA

MATERIAL ALLOWED ONLY

LAKE DELIVERY OF

DETAILS

SHEET C-5

01 FOR MORE

SEE DETAIL J

1 AND J11

SEE NOTE #9

STAGING AREAS

NIPSCO CONSTRUCTION

SEE NOTE #4

OVER GAS LINE

EXISTING PLATE

TO WORK AREAS

LOCKED GATE

GATE 11:

200 LF

AREA; APPROXIMATELY

FENCE REQUIRED IN THIS

GAS PIPELINE SEGREGATION

SCALE: 1" = 200'

BEACH FILL PLAN

BEACH HAUL ROAD (TYP)

EXISTING AGGREGATE

ACCESS ROAD

EXISTING PERMANENT

- 75' X 75'

APPROXIMATE AREA

LOCATION

STOCKPILE

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C E

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®of Engineers

US Army Corps

U .S

R M

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A N S

T R E E T

C H

A G

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MICHIGAN STREET

U.S . R

OUTE

STA. 338+50.00

STA. 340+75.65

CHI

GAN

STREET

MOUNT B

ALDY

P O

R T

E R C

O U

N T

L a P

O R

T E C

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S T

A . 3

S T

A . 3

S R -1

T A . 3

S T

A . 3

S R -1

S T

A . 3

S T

A . 3

S R -1

C H

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O S

O U T H S

H O

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N D S

O U T H B

E N

A N S

T R E E T

S R -1

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DRI

PRAP

635630

640 650 660655

615610

SLAB

PRAP

RIP

RAP

PRAP

5 6

590 595

585 590

625 630 635 640

SLAB

635630

640 650 660655

595 600

650 6

5 6

0 685 6

0 6 5 7

625 630 635 640

C H

A G

O U T

H O R E

A N

O U T

B E

N D

STATION WEST ACCESS

MICHIGAN CITY GENERATING

THROUGH NIPSCO

ACCESS TO PROJECT

POWERLINES

OVERHEAD

EXISTING

VEGETATION LINE

AT +7 L.W.D. AND/OR UP TO

INTO EXISTING DUNES

TIE BEACH FILL BERM

GEO-WEB

SURVEY BASELINE

EXISTING GRAVEL ACCESS ROAD

LAKE DELIVERY AREA

BEACH FILL - 10.96 AC

SLOPE SYMBOL

WORK LIMITS BOUNDARY

GENERAL NOTES

LEGEND

0 400'200'

SHOULD BE REMOVED AFTER ALL SAND HAS BEEN PLACED.

OF THE PERMANENT ACCESS ROAD. THIS SNOW FENCING

10. SNOW FENCING SHALL BE PLACED ALONG THE SOUTHERN EDGE

POC IS PROVIDED ABOVE.

WITH NIPSCO CONTRACTOR'S AS NEEDED FOR ACCESS. NIPSCO

CONTRACTOR. THE CONTRACTOR IS REQUIRED TO COORDINATE

CONTRACTOR MUST SHARE THE ACCESS ROAD WITH NIPSCO'S

ADJACENT TO THE CONTRACTOR'S ACCESS ROAD. THE

9. NIPSCO CONSTRUCTION STAGING AREAS ARE LOCATED

BALDY.

CONTRACTOR IS NOT ALLOWED WITHIN THE PREMISES OF MOUNT

8. MOUNT BALDY IS CLOSED TO THE PUBLIC. STAFF OF THE

POC.

COORDINATION WITH NIPSCO POC. SEE SHEET C-102 FOR NIPSCO

OPERATION HOUR, THE CONTRACTOR SHALL MAKE PRIOR

IF ACCESS TO THE SITE IS NEEDED OUTSIDE OF THE NORMAL

THROUGH FRIDAY, 6AM-6PM, AND CLOSED ON MAJOR HOLIDAYS.

7. NIPSCO WEST GATE OPERATION HOURS ARE FROM MONDAY

END AND MOVING WEST.

6. THE CONTRACTOR SHALL PLACE SAND STARTING AT THE EAST

THAT SAND DELIVERY METHOD IS SELECTED.

THE FEASIBILITY OF MATERIAL DELIVERY FROM LAKE MICHIGAN IF

IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE

SURFACE AREA WILL ALSO VARY. THE WATER DEPTH IS UNKNOWN,

CONDITIONS AND WATER DEPTH VARIES. THEREFORE, THE DRY

5. FOR VESSEL APPROACH TO LAKE DELIVERY AREA, THE LAKE

CONTRACTOR AT NO ADDITIONAL COST TO THE GOVERNMENT.

DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED BY THE

LINE. CONTRACTOR MUST NOT DAMAGE PLATE OR GAS LINE.

4. A PLATE IS USED TO PROTECT THE EXISTING UNDERGROUND GAS

OUTSIDE OF WORK LIMITS BOUNDARY.

3. CONTRACTOR SHALL ACQUIRE STAGING AND STORAGE AREAS

EXISTING REVETMENT STRUCTURE AND ADJACENT WETLANDS.

CONDUCTED IN SUCH A MANNER AS TO AVOID DAMAGE TO THE

2. TRANSPORTATION AND PLACEMENT OF MATERIALS SHALL BE

219 983-1352

NATIONAL PARK SERVICE POC: CHARLES MORRIS

(219)956-5266

ADAM F. FAUTH NIPSCO POC:

COMPANY (NIPSCO) AND THE NATIONAL PARK SERVICE (NPS).

ACTIVITIES WITH THE NORTHERN INDIANA PUBLIC SERVICE

1. THE CONTRACTOR IS REQUIRED TO COORDINATE WORK

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In d ia n a S h o re li n e E ro s io n P ro te c ti o n

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C S

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BERM WIDTH = 175 LF

J11

SCALE: NTS

TYPICAL SECTION - BEACH FILL BERM

SCALE: VERTICAL 1"=5' HORIZONTAL 1"= 25'

SCALE: NTS

DETAIL A: WORK LIMITS NEAR LAKE DELIVERY AREA DRAWING TITLE DETAIL B: WORK LIMITS AT REVETMENT STRUT

EXPOSED PIPELINE IN THIS AREA.CONTRACTOR SHALL NOT DAMAGE

ACCESS ROAD

18' PERMANENT

EXISTING

ACCESS ROAD

18' PERMANENT

EXISTING

18'

ACCESS ROAD

18' PERMANENT

EXISTING

A N

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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

502502510505

WETLAND

LAKE MICHIGAN LAKE MICHIGAN

PILE REVETMENT

STEEL SHEET

EXISTINGSTONE

ARMOR

EXISTING

20' 20'

38'

5' 45'

LIMITS

WORK

148'

10'

-5

-10

-15

-5

-10

-15

BEACH FILL BERM

45'

+7 LWD

180'

64' 64'

30' 30'

100'

(LWD)

ELEVATION

VARIES

LAKEBED

EXISTING

2.5H:1V

ANGLE OF REPOSE

BEACH FILL MATERIAL

0 25 50 75 100 125 150 175 200 225 250 275 300 325 350-100-125-150-175-200-225-250-275-300-325-350 -25-50-75

45'

EL 577.5 (LWD)

LOW WATER DATUM

(LWD)

ELEVATION

STRUT

REVETMENT

SHEET PILE

EXISTING STEEL

LAKE MICHIGAN

WETLAND

E C

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In d ia n a S h o re li n e E ro s io n P ro te c ti o n

\I n d ia n a S h o re li n e E ro s io n P ro te c ti o n

R -0

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PERMANENT ACCESS ROAD 18FT WIDE1'

7 7

U .S

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Y C

O R

P S

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E E

R S

C H

G O

C H

G O

T R

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G R

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C-502

A S

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E E

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P L

A C

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T F

F A

Y E

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F F

L E

P .E

D B

F L

P E

R M

A N

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T A

C C

E S

A N

S I

W P

-1

-B

-0

R O

A D

D E

T A

-1

-C -0

S E

P T

N .T

A N

S I

C E

R T

D F

L D

O C

U M

E N

T S

A N

P R

O T

E C

N F

A S

H O

R E

E E

R O

W P

-B

-0

S P

E T

E M

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-2

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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

29.1 8.9

24.8 7.6

21.4 6.5

18.0 5.5

15.4 4.7

35.1 10.7

30.0 9.1

25.8 7.9

21.7 6.6

18.6 5.7

N.T.S.

TYPICAL CROSS SECTIONN.T.S.

PRODUCT CODE FORMAT

30V

IN (CM )

2 2 LENGTH

IN (CM)

MINIMUM

WIDTH LENGTH WIDTH

MAXIMUM

(460)

71.3 11.39

(289)

13.77

(360)

10.25

(260)

12.39

(315)

NOTE: ALL DIMENSIONS ARE NOMINAL AND ARE WITHIN MANUFACTURING TOLERANCES

CELL EXPANSION RANGE

CELL

WIDTH

IN (CM) IN (CM) IN (CM)

CELL AREA

NOMINAL

LENGTH

CELL

EXPANDED

DEPTH

C E

E N

G T H

EXPANDED W

IDTH

E X P A N

D E D L

E N

G T H

(76-203 m m

3 IN - 8 IN

m m

11.8 FT (3.61 M

COLLAPSED

P P R

O X

GW30V - 8 CELLS WIDE

ft ftm m ft m ft m

9.2 2.8 2.37.6

NOMINAL AREA

ft 2 m 2

LONG

CELLS

LENGTH WIDTH

MIN EXPANSION

LENGTH WIDTH

MAX EXPANSION

SEE DETAIL A

2" SAND LAYER

CELL SIZES

SECTION WITH SAND FILL

8" PERFORATED GEOWEB

DETAIL ASECTION A-A

6" SAND SUBGRADE

EXISTING SOIL SEE NOTE 7 SECTION SIZES

N.T.S.

STANDARD SECTION DIMENSIONS

ANOTHER MANUFACTURER.

SPECIFIED IS NOT INTENDED TO LIMIT THE SELECTION OF EQUAL MATERIAL FROM

MANUFACTURER MAYBE SUBMITTED FOR APPROVAL. MANUFACTURE AND MATERIAL

8. GEOCELL MATERIAL SHALL BE SIMILAR TO PRESTO'S GW30V. AN EQUIVALENT

LISTED ABOVE.

SAND, ONLY TOP 6" OF SUBGRADE SHALL BE COMPATED TO MEET SPECIFICATIONS

7. THE CELLULAR COFINEMENT SYSTEM WILL BE PLACED DIRECTLY ON THE BEACH

5. PROVIDE ADDITIONAL SURFACE MATERIAL, AS SPECIFIED. SEE DETAILS A.

COMPACT TO A MINIMUM 95% STANDARD PROCTOR.

4. PLACE THE SPECIFIED INFILL MATERIAL TO 2 INCHES ABOVE CELL WALLS AND

INTERLEAF CONNECTIONS AS SPECIFIED BY MANUFACTURER.

3. EXPAND THE SECTIONS INTO POSITION AND CONNECT THE END TO END AND

2. COMPACT THE EXISTING SOIL TO A MINIMUM 98% STANDARD PROCTOR.

1. PREPARE THE SUBGRADE AS SHOWN ON THE CONSTRUCTION DRAWINGS.

NOTES:

30V CELL TYPE, 8" DEPTH, 8 CELLS WIDE, 34 CELLS LONG, PERFORATED STRIP.

GW30V8834P

SPECIFIED TYPE:

INTEGRAL I-SLOTT:

GREEN COLOR FASCIA STRIP ONLYG1:

SAND COLOR FASCIA STRIP ONLYS1:

PERFORATED STRIPP:

MODIFICATIONS:

SECTION CELL LENGTH - 18, 21, 25, 29 & 34LL:

SECTION WIDTH 10, 20V; 8 30V & 5 40VWW:

CELL DEPTH - 3, 4, 6, 8 or 12"D:

DESIGNATES V SERIESV:

CELL TYPE - 20, 30 or 40TT:

WHERE:

GWTTVDWWLL + MODIFICATIONS

270 25.0

230 21.4

198 18.4

167 15.5

143 13.3

TYPICAL SNOW FENCE

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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

M A

R K

T R

A C

G N

O .A

C T

D A

File details come from the government source that posted it. Updated Oct 25, 2022.