Plans.pdf

PDF 24 MB Posted Jun 5, 2025

Attached to: East Rockaway Inlet, New York, Federal Navigation Project
Solicitation number: W912DS25BA013
Issued by: Department of the Army Corps of Engineers Engineering District New York

About this file

Written by GovTribe AI · Jun 5, 2025

These are detailed engineering plans for the Maintenance Dredging of East Rockaway Inlet, New York Federal Navigation Project by the U.S. Army Corps of Engineers. The comprehensive plan includes 29 technical sheets documenting beach cross-sections, dredging areas, and project site plans spanning stations 0+00 to 59+11, with precise elevation and geographical coordinate details. The plans specify dredging approximately 450,000 cubic yards of sand from the inlet and deposition basins to a depth of -14 feet Mean Lower Low Water (MLLW) with a 2-foot allowable overdepth, with dredged material to be placed as beach nourishment along Far Rockaway Beach between Beach 25th and 49th Streets.

The technical drawings provide granular specifications including beach berms with a 250-foot width, 15H:1V slopes, and a top-of-berm elevation of 8 feet with a +1 foot tolerance. Multiple dredging areas are mapped (Areas D1, D2, D3, D4), with careful documentation of existing groin structures, Mean High Water (MHW) and Mean Low Water (MLW) lines, and survey conditions. The project coordinates and soundings are meticulously charted, with notes indicating survey dates in February, March, and April 2025, and design by engineers J. Jaswala, A. Mistry, R. Ferguson, and M. Oseback from the New York District Corps of Engineers.

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File	Type	Posted
BID ABSTRACT_W912DS25BA013.pdf	PDF	Jul 18, 2025
Amendment 0003.pdf	PDF	Jul 11, 2025
Amendment 0003_ERI25_UPDATED_2025 SPECS.pdf	PDF	Jul 11, 2025
Amendment 0003_FY25_ERI_JunePlans_new.pdf	PDF	Jul 11, 2025
Amendment-0002.pdf	PDF	Jun 26, 2025
Amendment 0002_FY25_June_Plans.pdf	PDF	Jun 26, 2025
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Amendment 0002_ERI25_UPDATED_JUNE_2025 SPECS.pdf	PDF	Jun 26, 2025
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Amendment 0001_Specifications Updated.pdf	PDF	Jun 23, 2025
Specifications.pdf	PDF	Jun 5, 2025
Solicitation - W912DS25BA013.pdf	PDF	Jun 5, 2025

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TITLESHEET NUMBER

INDEX OF DRAWINGS

BEACH CROSS SECTION PROFILE STA 59+11C-127

BEACH CROSS SECTION PROFILE STA 57+00 & STA 58+50C-126

BEACH CROSS SECTION PROFILE STA 54+00 & STA 55+50C-125

BEACH CROSS SECTION PROFILE STA 51+00 & STA 52+50C-124

BEACH CROSS SECTION PROFILE STA 48+00 & STA 49+50C-123

BEACH CROSS SECTION PROFILE STA 45+00 & STA 46+50C-122

BEACH CROSS SECTION PROFILE STA 42+00 & STA 43+50C-121

BEACH CROSS SECTION PROFILE STA 39+00 & STA 40+50C-120

BEACH CROSS SECTION PROFILE STA 36+00 & STA 37+50C-119

BEACH CROSS SECTION PROFILE STA 33+00 & STA 34+50C-118

BEACH CROSS SECTION PROFILE STA 30+00 & STA 31+50C-117

BEACH CROSS SECTION PROFILE STA 27+00 & STA 28+50C-116

BEACH CROSS SECTION PROFILE STA 24+00 & STA 25+50C-115

BEACH CROSS SECTION PROFILE STA 21+00 & STA 22+50C-114

BEACH CROSS SECTION PROFILE STA 18+00 & STA 19+50C-113

BEACH CROSS SECTION PROFILE STA 15+00 & STA 16+50C-112

BEACH CROSS SECTION PROFILE STA 12+00 & STA 13+50C-111

BEACH CROSS SECTION PROFILE STA 9+00 & STA 10+50C-110

BEACH CROSS SECTION PROFILE STA 6+00 & STA 7+50C-109

BEACH CROSS SECTION PROFILE STA 3+00 & STA 4+50C-108

BEACH CROSS SECTION PROFILE STA 0+00 & STA 1+50C-107

BEACH FILL STA 41+00 TO 59+00C-106

BEACH FILL STA 13+00 TO 41+00C-105

BEACH FILL STA 0+00 TO 13+00C-104

OPTION 2- DREDGING AREA

BASIC WORK- DREDGING AREAC-103

OPTION 1,2, & 3- DREDGING AREAS

BASIC WORK- DREDGING AREAC-102

OPTION 1 & 3- DREDGING AREAS

BASIC WORK- DREDGING AREAC-101

PROJECT SITE PLAN & NOTESG-101

COVER SHEET & INDEXG-001

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

MAINTAINENCE DREDGING

EAST ROCKAWAY INLET

NEW YORK, FEDERAL NAVIGIATION PROJECT

W912DS-25-B-A003

W912DS-25-C-00XX

MAY 2025

NEW YORK DISTRICT

of Engineers

US Army Corps

G-001

NEW YORK DISTRICT

OF ENGINEERS

US ARMY CORPS

D E

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NOT TO SCALE

PROJECT VICINITY MAP

NEW YORK

CONNETICUT

NEW JERSEY

ATLANTIC OCEAN

TYPICAL DREDGING SECTION

PROJECT SITE PLAN

P C

THE CONTRACTING OFFICER OF ANY DISCREPENCIES.

CONDITIONS BEFORE STARTING WORK AND IMMEDIATELY NOTIFY

19. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING

REPRESENTATIVE AT THE CONTRACTOR'S EXPENSE.

THE SATISFACTION OF THE CONTRACTING OFFICER

RESULTING FROM THIS WORK WILL BE RESTORED OR REPLACED TO

WALKOVERS, FACILITIES, AND PAVEMENTS. ANY DAMAGE

JETTIES, BULKHEADS, BAFFLE WALLS, BOARDWALK, RAILINGS

SUBGRADE STRUCTURES SUCH AS BUT NOT LIMITED TO: GROINS,

AVOID DISTRUBING OR DAMAGING EXISTING ABOVE GRADE OR

18. THE CONTRACTOR IS TO USE CARE DURING CONSTRUCTION TO

NOT BE SCRAPED OR MOVE TO SATISFY THE TEMPLATE.

SHALL NOT BE DISTURBED AS MUCH AS PRACTICAL. SAND SHALL

17. ALL EXISTING GRADES HIGHER THAN PROPOSED TEMPLATES

CONSTRUCTION AREA AT ALL TIMES.

THROUGH WORK ZONE FOR EMERGENCY VEHICLES IN THE

16. CONTRACTOR MUST ACCOMMODATE AND PROVIDE ACCESS

CONSTRUCTION ACTIVITES.

15. CONTRACTOR SHALL NOT BURY ANY DEBRIS DURING

OVERLAP WITH THE LIMITS OF THIS CONTRACT.

THIS PROJECT.THE LIMITS OF ON-GOING CONSTRUCTION MAY

14. OTHER USACE PROJECTS WILL BE ON-GOING CONCURRENT TO

STRUCTURES

ENSURE SAFE OPERATION WHEN OPERATING AROUND/NEAR

13. CONTRACTOR MUST PROTECT EXISTING GROIN STRUCTUES AND

ASSUMED SLOPE.

CONDITIONS". THE LINE DEPICTS AN INTERPOLATION OFAN

12. NO DATA WAS COLLECTED IN AREAS DENOTED AS "HAZARDOUS

GPS FROM STATION "NYDOT & RTK SILVER POINT".

11. THIS SURVEY WAS PERFORMED USING REAL TIME KINEMATIC

(2020) AND IS FOR ORIENTATION PURPOSES ONLY.

10. AERIAL IMAGERY PROVIDED BY DISCOVER GIS DATA NY

VOLUME CALCULATION PURPOSES.

9. THE DATA DEPICTED ON THIS MAP SHOULD NOT BE USED FOR

DATA SET.

8. CONTOURS ON THIS MAP WERE GENERATED USING THE 3'x 3

MEDIAN CELL, SORTED TO A 30' INTERVAL.

7. SOUNDINGS DEPICTED ON THIS MAP ARE BASED ON A 3'x 3'

AS DETERMINED USING VDATUM VERSION 4.6.1

*MEAN HIGH WATER IS 1.9 FEET ABOVE NAVD88.

*MEAN LOW WATER IS 2.5-2.6 FEET BELOW NAVD88.

*MEAN LOWER LOW WATER IS 2.7-2.8 FEET BELOW NAVD88.

(MLLW) [EPOCH 1983-2001].

LOW WATER

6. SOUNDINGS ON THIS MAP REFER TO THE PLANE OF MEAN LOWER

FEET.

NAD 1983, LONG ISLAND LAMBERT - ZONE 3104, US SURVEY

5. COORDINATES REFER TO US STATE PLANE COORDINATE SYSTEM

2-8160 AND EM 1110-2-6056.

4. THIS MAP IS CEPD COMPLIANT IN ACCORDANCE WITH ER 1110-

ACCURACY STANDARDS.

3. THE TOPOGRAPHIC DATA ON THIS MAP MEET EM 1110-1-1005

STANDARDS.

2. THE SOUNDINGS ON THIS MAP MEET EM 1110-2-1003 ACCURACY

THAT TIME.

ONLY BE CONSIDERED AS THE GENERAL CONDITIONS EXISTING AT

RESULTS OF SURVEYS MADE ON THE DATES INDICATED AND CAN

1. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE

PROJECT NOTES

L O

C A

L N

O A

A C

H A

R T

CHANNEL COORDINATES

ER2

ER1

ER6

ER5

ER4

ER3

POINT NORTHING EASTING

1051982.102152982.921

1052043.417152904.890

1051433.179152551.590

1051677.748152617.807

1050778.377151037.506

1050960.285150958.836

1050548.916151136.743

1 1050409.579151197.002

1051228.900152709.054

1051104.231152803.227

1053233.171154282.583

1053139.890154401.398

1054313.226155631.544

1055232.115155773.514

154086.775 1053386.897

1050678.900151820.800

151746.3001050812.600

151620.100 1051030.400

151514.400 1051200.500

PROJECT

C -1

C-104 C-105

C-106

AREA D1

AREA D3

AREA C

A R

E A D

A R

E A D

NOT TO SCALE

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2900'0 1450'

G-101

NEW YORK DISTRICT

OF ENGINEERS

US ARMY CORPS

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11 12 13 14 15 16 17 18 19 20

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PROJECT LEGEND

ER2

(BASE)

(OPTION NO. 1)

(OPTION NO. 2)

(OPTION NO. 3)

PRISM

CHANNEL

CHANNEL TOE

DEPOSITION BASIN TOE

-14 14' CONTOUR

SOUNDING

CHANNEL POINT ID

SHOALS TO BE DREDGED (BASE/OPTION CLIN)

MLLW

DEPTH

PROJECT

14'

OVERDEPTH

2' ALLOWABLE

VARIES

ER1

ER6

.9 21

.7 20

.6 20

12.8

12.7

12.6

12.5

12.4

12.3

12.2

12.1

11.8

11.6

11.5

11.4

11.2

10.610 .6

10.5

10.4

10.3

9.9

9.6

9.4

9.3

8.9

8.7

8.6

8.5

8.4

8.1

8.0

7.9

7.8

7.6

7.5

7.4

7.3

7.2

7.0

6.9

6.8

6.7

6.6

6.5

6.4

2 6.2

6.2

6.1

6.0

5.7

5.6

5.5

5.4

5.3

5.2

5.0

4.9

4.8

4.6

4.5

4.4

44.

4.3

4.2

2 4.

4.1

4.0

4.0 4.0

4.0

3.9

3.8

3.8 3.8

3.8

3.7

3.6

3.4

3.3

3.2

3.2 3.1

3.1

3.0

2.9

2.8

2.7

100' 200'0

* FOR PROJECT SPECIFIC NOTES AND CONTROL, REFER TO G-101.

PCS)

M A

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OF ENGINEERS

US ARMY CORPS

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M A

PROJECT COORDINATES

151514.4001051200.500D

151620.1001051030.400C

151746.3001050812.600B

151820.8001050678.900A

151136.7001050548.900ER6

151037.5001050778.300ER1

150958.8001050960.3008

151197.0001050409.5001

Northing Easting

SHOALS TO BE DREDGED

(-14' MLLW + 2' ALLOWABLE OVERDEPTH)

BASIC WORK: DREDGING AREA

(-14' MLLW + 2' ALLOWABLE OVERDEPTH)

OPTION 1: DREDGING AREA

(-14' MLLW + 2' ALLOWABLE OVERDEPTH)

OPTION 3: DREDGING AREA

CHANNEL TOE

-14 14' CONTOUR

SOUNDING8.

ER6 CHANNEL POINT ID

DEPOSITION BASIN TOE

SHEET LEGEND

ER2

ER5

3 2

0 2

9 2

3 2

5 1

6 1

8 1

0 1

9 1

2 1

9 1

8 1

6 1

4 1

6 1

2 1

1 1

5 1

1 1

7 1

3 1

0 8

7 8

6 8

2 8

8 7

5 7

4 7

1 6

9 5

8 5

7 5

5 5

4 5

2 5

0 5

9 4

8 4

7 4

9 2

7 2

100' 200'0

* FOR PROJECT SPECIFIC NOTES AND CONTROL, REFER TO G-101.

S P

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H E

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MATCH TO SHEET 7

C-102

D R

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G A

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A S

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M A

PROJECT COORDINATES

152551.6001051433.200ER2

152709.0001051228.900ER5

7 1051677.800 152617.900

152904.8001052043.4006

152982.9001051982.1005

152804.0001051105.2002

Northing Easting

SHOALS TO BE DREDGED

(-14' MLLW + 2' ALLOWABLE OVERDEPTH)

BASIC WORK: DREDGING AREA

(-14' MLLW + 2' ALLOWABLE OVERDEPTH)

OPTION 1: DREDGING AREA

(-14' MLLW + 2' ALLOWABLE OVERDEPTH)

OPTION 2: DREDGING AREA

(-14' MLLW + 2' ALLOWABLE OVERDEPTH)

OPTION 3: DREDGING AREA

NEW YORK DISTRICT

OF ENGINEERS

US ARMY CORPS

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SHEET LEGEND

CHANNEL POINT IDER2

6 SOUNDING

14' CONTOUR-14

DEPOSITION BASIN TOE

CHANNEL TOE

ER3

ER4

7 2

1 2

5 1

8 1

5 1

7 1

2 1

0 1

9 1

7 1

5 1

9 1

8 1

6 1

5 1

8 1

7 1

6 1

5 1

0 1

8 1

6 1

5 1

4 1

3 1

0 1

9 1

7 1

6 1

5 1

4 1

3 1

2 1

1 1

0 1

9 9

7 9

6 9

4 9

3 9

1 9

100' 200'0

* FOR PROJECT SPECIFIC NOTES AND CONTROL, REFER TO G-101.

M A

E E

S P

C S

C-103

D R

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G A

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A S

O U

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M A

NEW YORK DISTRICT

OF ENGINEERS

US ARMY CORPS

D E

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11 12 13 14 15 16 17 18 19 20

1 2 3 4 5 6 7 8 9 10

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T I O

C H

P E

R A

N S

S U

P P

O R

T B

R A

N C

D A

T E

S O

F S

U R

V E

R E

Q N

F I L

E N

S O

L I C

I T

A T

I O

N E

W Y

O R

K D

I S

T R

I C

D A

T E

N E

W Y

O R

N E

W Y

O R

O P

E R

A T

I O

N S

D I V

I S

I O

T E

C H

N I C

A L

S U

P P

O R

T S

E C

T I O

C E

N A

N O

P S

U .S

R M

Y C

O R

P S

O F

E N

G I N

E E

R S

A P

P R

O V

E D

A P

P R

O V

E D

R E

W E

D E

S I G

N E

SHEET ID

C O

N T

R A

C T

N O

A P

P R

O V

A L

D A

T E

A R

A P

R I L

W D

S B

W D

S C

A P

R I L

S C

A L

/D /A

L /N

J .J

A S

W A

A .M

I S

T R

R .F

E R

G U

S O

O S

E B

A C

A P

R I L

M A

E N

A N

C E

D R

E D

E A

S T

R O

C K

A W

A Y

I N

L E

N Y

F E

D E

R A

L N

A V

N P

R O

J E

C T

SHOALS TO BE DREDGED

(-14' MLLW + 2' ALLOWABLE OVERDEPTH)

OPTION 2 : DREDGING AREA

(-14' MLLW + 2' ALLOWABLE OVERDEPTH)

BASIC WORK: DREDGING AREA

PROJECT COORDINATES

154282.6001053233.200ER4

157086.8001053386.900ER3

155773.5001055232.20010

155631.5001054313.2009

4 1053386.900 154086.800

154401.4001053139.9003

Northing Easting

CHANNEL TOE

DEPOSITION BASIN TOE

14' CONTOUR

SOUNDING

CHANNEL POINT IDER3

-14

SHEET LEGEND

E. 1044788

N. 153888

TOE OF DUNE LINE

EXISTING GROIN STRUCTURE.

+1 .4

+1 .5

+1 .6

+1 .7

+1 .8

+1 .9

+2 .0

+2 .1

+2 .2

+2 .4

+2 .5

+2 .6

+2 .7

+2 .8

+2 .9

+3 .0

+3 .2

+3 .3

+3 .4

+3 .5

+3 .6

+3 .7

+3 .8

+3 .9

+4 .0

+4 .1

+4 .2

+4 .2 +4

+4 .3

+4 .4

+4 .5

+4 .6

+4 .6 +4

+4 .7

+4 .9

+5 .0

+5 .1

+5 .2

+5 .3 +5

+5 .3

+5 .4

+5 .5

+5 .6

+5 .6 +5

+5 .6

+5 .8

+5 .9

+6 .0

+6 .1

+6 .2

+6 .3

+6 .4

+6 .5

+6 .6

+6 .8

+6 .9

+7 .0

+7 .1

+7 .2

+7 .3

+7 .4

+7 .6

+7 .7

+8 .0

+8 .1

+8 .3

+8 .4

+8 .5

+8 .6

+8 .7

+8 .8

+8 .9

+9 .1

+9 .2

+9 .3

+9 .4

+9 .6

+9 .7

+9 .8

+9 .9

+1 0.

6 +1 0.

+1 0.

+1 1.

+1 2.

1 +1 2.

+1 2.

1 +1 2.

+1 2.

1 +1 2.

+1 2.

4 +1 2.

+1 2.

+1 3.

+1 4.

4 +1 4.

+1 4.

6 +1 4.

+1 4.

7 +1 4.

+1 4.

8 +1

+1 4.

+1 5.

+1 6.

+1 7.

+1 8.

+1 9.

0 +1 9.

+1 9.

7 +1 9.

+1 9.

8 +1 9.

+1 9.

+2 0.

0+2 0.

+2 0.

3 +2 0.

+2 0.

4 +2 0.

+2 0.

+2 1.

8 +2 1.

+2 1.

9 +2 1.

+2 1.

+2 2.

MHW

M H

.317

.915

.9 15

.9 .8

.715

.415

.115

.1 .1

.015

.914

.714

.414

.2 14

.214

.114

.014

.0 .0

.014

.0 14

.014

.013

.9 .9

.9 13

.9 13 .9

.913

.813

.8 13 .8 13

.813

.713

.613

.613 .6

.513

.5 13 .5

.5 13

.513

.513 .5

.5 13

.513

.4 .413

.4 13 .4 13

.4 .4

.4 13

.413 .4

.4 13

.413

.413 .4

.413

.3 13

.313 .3

.3 13

.313

.3 13 .3 13

.313 .3

.313

.313 .3

.313

.3 .3

.313

.3 .3

.313

.3 .3

.2 13

.213 .213

.2 13

.213 .2

.213

.2 .2 13

.113

.1 13

.1 13 .113

.113

.1 .1

.1 13

.1 13 .113

.1 13 .1 13

.1 .1

.113

.013

.0 .0 13

.013

.0 13 .013

.013 .0 13

.013 .0

.013

.0 .0 13

.0 13 .0 13

.013

.0 .0

.013

.0 .0

.013

.912

.912 .912

.9 .912

.9 12

.9 .912

.9 12 .9

.912

.9 .9 12

.912 .9

.912

.9 .9

.912

.9 .912

.9 12 .912

.9 .912

.9 .9 12

.812

.812 .812

.8 12

.8 .812

.8 .8 12

.8 .8

.7 12

.7 12 .7

.712

.7 12

.712 .7

.7 12

.7 .7

.612

.6 12 .612

.6 .612

.6 12

.5 12

.512 .5 12

.5 12 .5

.5 12

.512 .5

.512

.5 .5

.4 12

.4 .4

.4 12

.4 .4

.3 12

.312 .3 12

.3 .3

.3 12

.3 .3

.2 12

.212 .2

.2 12

.2 12 .2

.1 12

.0 12

.012

.0 .0

.911

.9 11 .9

.8 11

.711

.7 11 .7

.611

.5 11

.211

.2 11 .2

.1 11

.0 11

.9 10

.9 10 .9

.9 10

0 9.

8 8.

6 8.

3 8.

1 8.

8 7.

6 7.

3 7.

27.

0 7.

9 6.

7 5.

6 5.

5 5.

3 5.

1 5.

0 5.

9 4.

84.

5 4.

4 4.

3 4.

1 4.

9 3.

7 3.

6 3.

4 3.

3 3.

2 3.

1 3.

0 3.

9 2.

8 2.

6 2.

5 2.

1 2.

0 2.

9 1.

7 1.

3 1.

MLW

MLW MLW

M A

T C

H T

O S

H E

E T

P C

ACTIVE CONSTRUCTION SITE

APPROXIMATE S

AND S

TOCKPILE

APPROXIMATE SAND STOCKPILE

100' 200'0

* FOR PROJECT SPECIFIC NOTES AND CONTROL, REFER TO G-101.

C-104

NEW YORK DISTRICT

OF ENGINEERS

US ARMY CORPS

D E

P A

R T

M E

N T

O F

T H

E A

R M

11 12 13 14 15 16 17 18 19 20

1 2 3 4 5 6 7 8 9 10

P R

O J E

C T

E N

E E

P R

O J E

C T

E N

E E

C H

I E

F T

E C

H N

I C

A L

S U

P P

O R

T S

E C

T I O

C H

P E

R A

N S

S U

P P

O R

T B

R A

N C

D A

T E

S O

F S

U R

V E

R E

Q N

F I L

E N

S O

L I C

I T

A T

I O

N E

W Y

O R

K D

I S

T R

I C

D A

T E

N E

W Y

O R

K N

E W

Y O

R K

O P

E R

A T

I O

N S

D I V

I S

I O

T E

C H

N I C

A L

S U

P P

O R

T S

E C

T I O

C E

N A

N O

P S

U .S

R M

Y C

O R

P S

O F

E N

G I N

E E

R S

A P

P R

O V

E D

A P

P R

O V

E D

R E

W E

D E

S I G

N E

SHEET ID

C O

N T

R A

C T

N O

A P

P R

O V

A L

D A

T E

A R

A P

R I L

W D

S B

W D

S C

A P

R I L

S C

A L

/A L

J .J

A S

W A

A .M

I S

T R

R .F

E R

G U

S O

M O

S E

B A

C K

A P

R I L

M A

E N

A N

C E

D R

E D

E A

S T

R O

C K

A W

A Y

I N

L E

T N

F E

D E

R A

L N

A V

N P

R O

J E

C T

B E

A C

H B

E R

M D

E S

I G

EL 8.0'

TOP OF BERM

MEET EXISTING GRADE

TOE OF DUNE LINE

E. 1047144

N. 153313

E. 1048972

N. 155049

B E

R M

O P

TOE OF DUNE LINE

EXISTING GROIN STRUCTURE.

+0 .8

+1 .0

+1 .1

+1 .2

+1 .3

+1 .5 +1

+1 .5

+1 .6 +1

+1 .6

+1 .7

+1 .8

+1 .9

+1 .9 +1

+1 .9

+2 .0

+2 .0 +2

.0 +2 .0

+2 .0

+2 .1

+2 .2

+2 .3 +2

.3 +2 .3

+2 .3

+2 .4

+2 .5

+2 .6

+2 .7 +2

+2 .7

+2 .8 +2

.8 +2 .8

+2 .8

+2 .9

+3 .0

+3 .0+3

.1 +3 .1

+3 .1

+3 .2

+3 .2 +3

+3 .2

+3 .3

+3 .4

+3 .4 +3

+3 .4

+3 .5

+3 .6

+3 .6 +3

+3 .6

+3 .7

+3 .7 +3

.7 +3 .7

+3 .7

+3 .8 +3

+3 .8

+3 .9

+3 .9 +3

+4 .0

+4 .0 +4

+4 .1

+4 .2 +4

+4 .2

+4 .2 +4

+4 .2

+4 .3

+4 .3 +4

+4 .3

+4 .3 +4

+4 .4

+4 .5

+4 .6

+4 .7

+4 .8 +4

+4 .8

+4 .9

+5 .0

+5 .1

+5 .2

+5 .3

+5 .4

+5 .5 +5

+5 .5

+5 .6 +5

+5 .6

+5 .8

+5 .9

+6 .0

+6 .1

+6 .2

+6 .3

+6 .4

+6 .5

+6 .6

+6 .6 +6

+6 .6

+6 .7 +6

+6 .7

+6 .8

+6 .9

+6 .9 +6

+6 .9

+7 .0

+7 .0 +7

+7 .0

+7 .1

+7 .1 +7

.1 +7 .2

+7 .2

+7 .3

+7 .4

+7 .5 +7

+7 .5

+7 .6

+7 .7

+7 .8

+7 .9

+8 .0

+8 .1

+8 .1 +8

.1 +8 .1

+8 .2

+8 .3

+8 .4 +8

.4 +8 .4

+8 .4

+8 .5

+8 .6

+8 .7

+8 .8

+8 .9

+9 .1

+9 .2

+9 .3

+9 .4

+9 .5

+9 .5+9

+9 .7

+9 .8

+9 .9

+1 0.

+1 1.

+1 2.

1 +1 2.

+1 2.

2 +1 2.

+1 2.

2 +1 2.

+1 2.

3 +1 2.

+1 2.

3 +1 2.

+1 2.

4 +1 2.

+1 2.

5 +1 2.

+1 2.

+1 3.

8 +1 3.

+1 3.

+1 4.

+1 5.

+1 6.

+1 7.

+1 8.

6 +1 8.

+1 8.

+1 9.

+2 0.

+2 1.

0 +2 1.

+2 1.

9 +2 1.

+2 1.

+2 2.

+2 3.

6 +2 3.

+2 3.

+2 4.

+2 5.

MHW

.913

.413

.4 .4

.313

.3 .3

.2 13

.213 .2

.1 13

.1 .1

.0 13

.013

.812

.811

.311

.3 .3

.2 11

.211

.1 11

.111

.1 .1

.0 11

.011

.910

.8 10

.810 .8

.810

.8 .8

.8 10

.8 .8

.810

.8 10

.810

.810 .8

.810

.8 .8

.7 10

.710

.7 10

.6 10

.6 10 .6

.610

.5 10

.510

.5 .5

.510

.5 .5

.4 10

.410

.410 .4

.410

.4 .4

.4 10

.4 .410

.410 .4

.4 10

.3 10

.310

.2 10

.2 .2

.210

.2 .2

.2 10

.1 10

.110

.110 .1

.110

.0 10

.010

9 9.

99.

89.

7 9.

79.

6 9.

69.

59.

4 9.

49.

39.

29.

1 9.

19.

0 9.

09.

9 8.

8 8.

4 8.

2 8.

6 7.

1 7.

07.

9 6.

8 6.

5 6.

0 5.

4 4.

6 3.

3 3.

2 3.

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 Jun 5, 2025.