Att. 3 Hickey Martin Dam Removal final plan set 240315.pdf

PDF 13 MB Posted May 15, 2024

Attached to: Hoosier National Forest - Hickey-Martin Dam Removal Aquatic Organism Passage
Solicitation number: 12445524B0005
Issued by: Department of Agriculture Forest Service

About this file

Written by GovTribe AI · Jun 5, 2024

The provided document appears to be the final plan set for the Hickey Martin Dam Removal project, which is the subject of the Hoosier National Forest - Hickey-Martin Dam Removal Aquatic Organism Passage solicitation. The solicitation seeks contractors to remove the Hickey-Martin Dam to improve aquatic organism passage, and is issued by the Department of Agriculture Forest Service. The final plan set includes detailed technical specifications and drawings for the dam removal work. Key details include the project location within the Hoosier National Forest, the objective to restore aquatic organism passage, and the comprehensive set of construction plans and requirements necessary to execute the dam removal project.

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Other files

File	Type	Posted
12445524B0005_002.pdf	PDF	Jun 14, 2024
SF30.pdf	PDF	Jun 5, 2024
Questions and Answers 240605.docx	DOCX document	Jun 5, 2024
Att. 4 Hickey Martin Dam Removal SOW 240229.pdf	PDF	May 15, 2024
Att. 1 Davis Bacon Wage Determination IN20240006 240408.pdf	PDF	May 15, 2024
Att. 2 Hickey Martin Dam Removal SOI 240228.pdf	PDF	May 15, 2024
Att. 5 Hickey Martin Dam Removal special project specifications 240301.pdf	PDF	May 15, 2024
IFB 12445524B0005.pdf	PDF	May 15, 2024

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FOREST LOCATION

VICINITY MAP

TRAVEL DIRECTIONS:

SHEET OF

United States Department of Agriculture

Forest Service

HICKEY MARTIN DAM REMOVAL

FROM THE HOOSIER NF SUPERVISORS OFFICE IN BEDFORD, INDIANA, TAKE CONSTITUTION AVENUE 0.2 MILES TO JOHN A WILLIAMS BLVD. TURN LEFT ON JOHN A WILLIAMS BLVD FOR 1.6 MILES, AT THE TRAFFIC CIRCLE, TAKE THE FIRST EXIT ONTO LINCOLN AVENUE, CONTINUE FOR 0.3 MILES, CONTINUE ONTO L STREET. IN

0.3 MILES TURN LEFT ONTO US - 50E/INDIANA'S HISTORIC PATHWAY (NORTH SPUR) FOR 8.3 MILES. TURN LEFT ONTO STATE HIGHWAY 446 N. GO 5.7 MILES AND TURN RIGHT ONTO THE HUMPBACK BRIDGE ROAD. IN 0.8 MILES TURN RIGHT ONTO COUNTY ROAD 700 N/ HENDERSON CREEK ROAD. TRAVEL 2.6 MILES AND CONTINUE ONTO COUNTY ROAD 650 N FOR 0.2 MILES AND TURN RIGHT ONTO THE HICKEY MARTIN ACCESS ROAD.

RECOMMENDED BY:

APPROVED:

FOREST ENGINEER

DISTRICT RANGER DATE

DATE

FOREST SUPERVISOR DATE

3/4 /24

9 R

S_ W

W G_

5\H

5.D W

INDIANA

LAWERENCE COUNTY

REGION 9

HOOSIER NATIONAL FOREST

BROWNSTOWN RANGER DISTRICT

INDEX OF SHEETS

SHEET SHEET TITLE DATE

1 COVERSHEET 2/28/2024

2 ESTIMATED QUANTITIES AND NOTES 2/28/2024

3 SITE VICINITY MAP AND GRADATION 2/28/2024

4 ORIGINAL DAM PLANS 2/28/2024

5 GEOTECH INVESTIGATION 2/28/2024

6 EXISTING CONDITIONS PLAN VIEW 2/28/2024

7 EXISTING CONDITIONS PHOTOS 2/28/2024

8 PROPOSED PLAN VIEW S3+38 TO 8+00 2/28/2024

9 PROPOSED PLAN VIEW S8+00 TO 12+50 2/28/2024

10 PROPOSED PLAN VIEW S12+50+00 TO 15+00 2/28/2024

PROPOSED STREAM PROFILE VIEW AND BOULDER AND ROCK

PLACEMENT

2/28/2024

12 DOWNSTREAM CROSS SECTIONS 2/28/2024

13 CROSS SECTION NEAR DAM 2/28/2024

14 CROSS SECTION UPSTREAM 2/28/2024

15 CROSS SECTION NEAR END OF PROJECT 2/28/2024

16 CHANNEL TEMPLATES 2/28/2024

17 COIR FABRIC SLOPE STABILIZATION DETAILS 2/28/2024

18 LOG STEP AND WOOD LOCATIONS AND QUANTITIES 2/28/2024

19 LATERAL BAR JAM DETAILS 2/28/2024

20 SILT CURTAIN AND CHANNEL TEMPLATE DETAILS 3/4/2024

R9 DAMS PROGRAM MANAGER

REGIONAL ENGINEER DATE

DATE

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

3/4 /24

9 R

S_ W

W G_

5\H

5.D W

REGION 9

EASTERN REGION

HICKEY MARTIN

DAM REMOVAL

HOOSIER

NATIONAL FOREST

BROWNSTOWN

RANGER DISTRICT

NOTES AND ESTIMATED

QUANTITIES

3/29/2023

R.GUBERNICK

X.XXX

G-01 2 20

NOTES:

SPECIFICATIONS : THE WORK SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY PROJECTS (FP 14 - US CUSTOMARY UNITS) AS MODIFIED FOR THIS

CONTRACT.

GEOTECHNICAL INVESTIGATION : SEE SHEET 5

UTILITIES : THE CONTRACTOR IS RESPONSIBLE FOR REQUESTING A UTILITY LOCATE. THERE ARE NO KNOWN UTILITIES

LOCATED AT THE DAM AREA

TREE REMOVAL (DUE TO BAT CLOSURE) WINDOW : 10/1/2023 TO 3/31/2024, THE TREES HAVE BEEN TAKEN DOWN IN THE WASTE DISPOSAL AREA AND OTHER LOCATIONS IN THE PROJECT AREA. IF THE CONTRACTOR REQUIRES ADDITIONAL TREES REMOVED, THEY NEED TO NOTIFY THE COR TO SCHEDULE AN INSPECTION WITH THE FOREST BIOLOGIST BEFORE

THE TREE CAN BE REMOVED

IN-STREAM WORK WINDOW : 6/1/2024 TO 9/15/2024

HOURS OF OPERATION : 0600 - 1800 M-F, NO FEDERAL HOLIDAYS OR WEEKENDS UNLESS APPROVED BY THE CO.

ALTERNATIVE WORK SCHEDULE DUE TO WEATHER ISSUES SHALL BE GRANTED WITH NOTIFICATION TO THE CO.

NOXIOUS WEED CONTROL : ALL CONSTRUCTION EQUIPMENT SHALL BE CLEANED, POWER WASHED, AND FREE OF DIRT &

DEBRIS PRIOR TO ENTRY ON NATIONAL FOREST.

ARCHEOLOGICAL SITES : SHOULD ARCHEOLOGICAL OR PALENTOLOGICAL REMAINS OR SPECIMENS BE DISCOVERED, SUSPEND OPERATIONS AT THE SITE OF DISCOVERY AND NOTIFY THE CO. WORK MAY CONTINUE AT A DIFFERENT LOCATION IN THE PROJECT AREA IF IT WILL NOT DISTURB THE ARCHEOLOGICAL OR PALENTOLOGICAL RESOURCES

UNCOVERED

DEMOLITION: THE MAJORITY OF THE DAM HAS BEEN REMOVED TO ALLOW SEDIMENT MOVEMENT. THE ABUTMENTS AND PORTIONS OF THE DAM REMAIN AND WILL BE REMOVED BY THE CONTRACTOR. THE DAM PORTION OF THE RIVER LEFT DAM ABUTMENT WILL BE REMOVED, HOWEVER THE ABUTMENT ATTACHED TO THE BEDROCK WALL WILL REMAIN. THE RIVER RIGHT ABUTMENT AND ALL OTHER DAM AND CONCRETE MATERIALS WILL BE REMOVED AND DISPOSED OF IN ACCORDANCE WITH ALL FEDERAL, STATE, AND MUNICIPALITY REGULATION OFF THE NATIONAL FOREST

SALVAGE : ALL REMOVED DAM MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROM NATIONAL FOREST LAND AND DISPOSED OF IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL LAWS. CONCRETE PORTIONS OF THE DAM MAY BE PLACED IN THE BOTTOM OF THE WASTE DISPOSAL SITE BEFORE PLACING THE UNSUITABLE MATERIAL.THE STONE BLOCKS CAN BE USED AS A PORTION OF THE CHANNEL ROUGHNESS

DEWATERING : HENDERSON CREEK HAS DRY TO VERY LOW FLOW CONDITIONS DURING THE SUMMER MONTHS WHEN CONSTRUCTION WILL OCCUR. DEWATERING INCLUDES TURBIDITY TREATMENT, SEEPING GROUND WATER AND ANY SURFACE FLOWS WILL BE PUMPED INTO A SEDIMENT BAG PLACED ON THE FLOODPLAIN AT THE DOWNSTREAM END OF THE PROJECT. A SILT CURTAIN AND FLOATING OIL BOOM WILL ALSO BE PLACED FURTHER DOWNSTREAM.

TRAFFIC CONTROL: THE CONTRACTOR HAS FULL USE OF THE FACILITY DURING REMOVAL. THE CONTRACTOR MAY SHUT DOWN THE ACCESS ROAD DURING TIMES OF CONSTRUCTION. WHEN CLOSED THE CONTRACTOR WILL POST A ROAD

CLOSED SIGN AT THE BEGINNING OF THE ACCESS ROAD.

STAGING AREA: THE CONTRACTOR HAS FULL USE OF THE EXISTING ACCESS ROAD AND PARKING AREA FOR STAGING HEAVY EQUIPMENT AND ANY MATERIALS REQUIRED FOR THE PROJECT. A STOCKPILE AREA HAS BEEN DESIGNATED ONSITE FOR DISPOSAL OF UNSUITABLE MATERIALS.THIS AREA HAS BEEN CLEARED OF TREES. THE CONTRACTOR WILL CUT TO SIZE THE TREES AND MOVE THEM TO THE LOG JAM LOCATIONS OR TO A TEMP STAGING AREA IN THE PROJECT AREA. A CONTAINMENT BERM WILL BE MADE USING THE EXCAVATED MATERIALS FROM THE STOCKPILE AREA TO CONTAIN UNSUITABLE MATERIALS. THE REQUIRED SIZE IS APPROXIMATELY ONE ACRE WITH 3 - 4FT OF DEPTH AND EXTEND ABOVE GROUND 2 TO 3 FT. IT IS ANTICIPATED THE TOTAL DEPTH OF MATERIAL 5 TO 7FT. IF LESS EXCAVATION IS REQUIRED DUE TO THE REMOVED DAM RELEASING SEDIMENT DOWNSTREAM, THE EXCAVATED WASTE AREA WILL BE SMALLER IN SIZE. SIZE WILL BE DETERMINED WITH THE CONTRACTOR BEFORE ACTUAL CONSTRUCTION.

ESTIMATED QUANTITIES

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STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

3/4 /24

9 R

S_ W

W G_

5\H

5.D W

REGION 9

EASTERN REGION

HICKEY MARTIN

DAM REMOVAL

HOOSIER NATIONAL

FOREST

BROWNSTONE RANGER DISTRICT

SITE VICINITY MAP AND

GRADATIONS

2/15/2024

R.GUBERNICK R.G.

R.GUBERNICK

X.XXX

G-02 3 20

HICKEY MARTIN VICINITY MAP

UNSUITABLE MATERIAL

STOCKPILE AREA

PRIMARY ACCESS

SECONDARY ACCESS REQUIRES

RECONSTRUCTION / BRUSHING FOR USE

HICKEY MARTIN DAM

HENDERSON CREEK

ROCK GRADATIONS (IN INCHES)

MATERIAL

TYPE

BED

CLASS

100%

PASSING

84%

PASSING

50%

PASSING

30%

PASSING

10%

PASSING

STREAM SIM

BED MATERIAL

A 10 3 1 1/2 3/4 No. 10

NOTE: THIS GRADATION SHOULD FOR THE LOWER HALF (d50 AND BELOW SIZES) SHOULD BE

COMPOSED OF RIVER GRAVEL. CRUSHED STONE CAN BE USED FOR THE LARGER MATERIALS IN

THE GRADATION

FLOODPLAIN

FILL

FLOODPLAIN FILL CONSISTS OF A MIX OF 80% BY VOLUME STREAM SIM BED

MATERIAL CLASS A AND 20% BY VOLUME SOIL AND CLAYEY GRAVEL AND SAND

FROM THE WASTE STORAGE AREA EXCAVATION

MATERIAL

TYPE

SIZE

CLASS

SIZE

RANGE

(INCHES)

RANGE OF

ROCK MASS

(LBS) 2

PREFERED

SHAPE

STREAM SIM

COBBLE TOE

ROCK

B 4 - 10 5 - 82

ROUNDED TO

BLOCKY

RIFFLE

ROUGHNESS

CR-1 8- 12 42 -140

ROUNDED TO

BLOCKY

BURIED

ROUGHNESS

CR-4 20 - 26 650 - 1420

ROUNDED TO

BLOCKY

1. The intermediate dimension is the longest straight-line distance across the rock that is perpendicular to the rock's longest axis on the rock face with the largest projection plane.

2. Rock mass is based on a specific gravity of 2.65 and 85 percent of the cubic volume as calculated using the intermediate dimension.

~END PROJECT

~BEGIN PROJECT

COBBLE TOE LOCATIONS

BEGIN STATION END STATION

VOLUME (CY)

BANK SIDE

338 1496 129

LEFT SIDE GOING

UPSTREAM

338 805 52

RIGHT SIDE GOING

UPSTREAM

975 1132 17

RIGHT SIDE GOING

UPSTREAM

1222 1429 23

RIGHT SIDE GOING

UPSTREAM

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STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

3/4 /24

9 R

S_ W

W G_

5\H

5.D W

REGION 9

EASTERN REGION

HICKEY MARTIN

DAM REMOVAL

HOOSIER

NATIONAL FOREST

BROWNSTOWN

RANGER DISTRICT

ORIGINAL DAM PLANS

2/15/2024

R.GUBERNICK

X.XXX

G-03 4 20

DAM PROFILE VIEW

DAM PRIOR TO SPILLWAY REMOVAL

VIEW OF DAM FROM DOWNSTREAM

CURRENT CONDITIONS

DAM PLAN VIEW

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GROUND SURFACE AT BOREHOLE #2

UPPER LAYER BETWEEN 0 FT TO 1.8 FT DEEP AT

BOREHOLE #2. GRAVEL LAYER AT BOTTOM OF PHOTO IS

THE UPPER LAYER (AREA DELINEATED BY THE BLACK

OVAL

LOWER LAYER BETWEEN 1.8 FT TO

5.0 FT DEEP AT BOREHOLE #2.

PHOTO AT THE TRANSITION FROM

THE UPPER TO LOWER LAYERS

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

3/4 /24

9 R

S_ W

W G_

5\H

5.D W

REGION 9

EASTERN REGION

HICKEY MARTIN

DAM REMOVAL

HOOSIER

NATIONAL FOREST

BROWNSTOWN

RANGER DISTRICT

GEOTECHNICAL

INVESTIGATION

2/15/2024

R.GUBERNICK

X.XXX

G-04 5 20

SOIL PIT DATA

BH 2

BH 4

THPIT 4

THPIT 5

SOIL PIT LOCATIONS

NOTE: THE BANKS WITHIN THE RESERVOIR ARE CLAY/SILT

DEPOSITION. AT APPROXIMATELY STATION 12+00 THE

BANKS APPEAR TO BE MOSTLY COMPOSED OF SAND AND

GRAVEL.IF CUTS IN THE BANKS UPSTREAM OF STATION

12+00 ARE GRAVELS AND SAND, THEY MAY BE LEFT INSITU

AND USED AS THE FLOODPLAIN BENCH

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BT 2

CP 3

BT 1

CONCRETE ABUTMENT OF DAM

HICKEY MARTIN DAM

(STONE AND CONCRETE PORTION

CP 2

HICKEY MARTIN DAM

(EARTHEN PORTION)

CP 4

CP 1

SECONDARY ACCESS ROAD

CENTERLINE ALIGNMENT

PROPOSED DESIGNED

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

3/4 /24

9 R

S_ W

W G_

5\H

6.D

W G;

REGION 9

EASTERN REGION

HICKEY MARTIN

DAM REMOVAL

HOOSIER NATIONAL

FOREST

BROWNSTONE RANGER DISTRICT

EXISTING CONDITIONS

PLAN VIEW

02/16/2024

R.GUBERNICK R.G.

X.XXX

C-01 6 20

Feet

0 50 100

PLAN VIEW OF EXISTING CONDITIONS

SCALE 1" = 50 FEET

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CURVE 1

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SURVEY CONTROLS

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POINT

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NORTHING

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EASTING

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ELEVATION

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NOTES

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CP 1

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MAG NAIL IN NORTH SIDE OF CONCRETE DAM ABUTMENT

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CP 2

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ADDITIONAL ACCESS ROUTE

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

3/4 /24

9 R

S_ W

W G_

5\H

6.D

W G;

REGION 9

EASTERN REGION

HICKEY MARTIN

DAM REMOVAL

HOOSIER NATIONAL

FOREST

BROWNSTOWN RANGER DISTRICT

EXISTING CHANNEL

CONDITIONS

2/23/2024

R.GUBERNICK R.G.

X.XXX

C-02 7 20

AT DOWNSTREAM BEGINNING OF PROJECT LOOKING UPSTREAM.

NOTETRUCK IS ON MAIN DOWNSTREAM ACCESS ROAD AT ~STA. 3+50

VIEW LOOKING UPSTREAM AT REMAINING DAM STRUCTURE AND CHANNEL. BANKS

DOWNSTREAM OF THE DAM CONTAIN LARGE ROCK BLOCKS THAT MAY BE USED AS

PART OF THE ROUGHNESS IN THE CHANNEL. DAM IS AT STA. 6+50

LOOKING UPSTREAM FROM STA. 7+50. BANK ON THE

LEFT SIDE LOOKING UPSTREAM ARE MOSTLY SILT

AND CLAY. RIGHT BANK IS SILT,CLAY, GRAVEL, AND

ROCK FROM THE VALLEY WALL

LOOKING UPSTREAM FROM STA. 8+50. BANK ON THE

LEFT SIDE LOOKING UPSTREAM ARE MOSTLY SILT

AND CLAY. RIGHT BANK IS SILT,CLAY, GRAVEL, AND

ROCK FROM THE VALLEY WALL. WOODY DEBRIS

PRESENT ALONG RIGHT BANK FACING UPSTREAM

LOOKING UPSTREAM FROM STA. 10+50. BANK ON

THE LEFT SIDE LOOKING UPSTREAM ARE MOSTLY

SILT AND CLAY. RIGHT BANK IS SILT,CLAY, GRAVEL,

AND ROCK FROM THE VALLEY WALL. WOODY DEBRIS

PRESENT ALONG RIGHT BANK FACING UPSTREAM.

GRAVELS SHOWING UP MORE IN THE BANKS.

LOOKING UPSTREAM FROM STA. 11+50. BANK ON

THE LEFT SIDE LOOKING UPSTREAM LOWER HALF

OF BANK HEIGHT IS GRAVELS, AND THE UPPER HALF

IS FLOODPLAIN DEPOSITS AND CLAY/SILT

LOOKING UPSTREAM FROM STA. 13+00. BANK ON THE

LEFT SIDE LOOKING UPSTREAM T IS MOSTLY GRAVELS,

HILLSLOPE ON RIGHT IS BEDROCK AND GRAVEL. THIS IS

THE CURRENT LOCATION OF THE HEADCUT

LOOKING UPSTREAM FROM STA. 15+00. VIEW OF NATURAL LOG STEP

THAT WILL BE CONSTRUCTED AT EACH POOL HEAD. HILLSLOPE IS

BEDROCK COVERED WITH THIN LAYER OF GRAVEL/SOIL. BANKS ON

LEFT SIDE IS GRAVELS/SAND AND FLOODPLAIN SOILS

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BT 2

CP 3

BT 1

CONCRETE ABUTMENT

OF DAM

HICKEY MARTIN DAM

(STONE AND CONCRETE PORTION)

HICKEY MARTIN DAM

(EARTHEN PORTION AND ACCESS ROUTE)

CP 4

CP 1

CENTERLINE ALIGNMENT

PROPOSED DESIGNED

EDGE OF FLOODPLAIN

OR TOP OF CUT

BOTTOM OF BANK

BT 1

TOP OF BANK

/ EDGE OF

FLOODPLAIN

HICKEY MARTIN DAM

ACCESS ROAD

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

3/4 /24

0 R

S_ W

W G_

5\H

W P

6.D W

REGION 9

EASTERN REGION

HICKEY MARTIN

DAM REMOVAL

HOOSIER NATIONAL

FOREST

BROWNSTONE RANGER DISTRICT

PROPOSED PLAN VIEW

STA. 338 TO STA 800

02/16/2024

R.GUBERNICK R.G.

X.XXX

C-03 8 20

PLAN VIEW OF PROPOSED CONDITIONS

SCALE 1" = 20 FEET

CONTOUR INTERVAL 1 FT

Feet

0 20 40

AutoCAD SHX Text

PC 467.4847

AutoCAD SHX Text

PT 485.2171

AutoCAD SHX Text

PI 476.35

AutoCAD SHX Text Tc= 8.87

AutoCAD SHX Text Rc= 300.00

AutoCAD SHX Text A= 17.7324

AutoCAD SHX Text Ang= 3%%17623'12"

AutoCAD SHX Text

PC 574.33

AutoCAD SHX Text

PT 733.12

AutoCAD SHX Text

PI 655.63

AutoCAD SHX Text Tc= 81.30

AutoCAD SHX Text Rc= 300.00

AutoCAD SHX Text A= 158.7830

AutoCAD SHX Text Ang= 30%%17619'31"

AutoCAD SHX Text

PC 743.25

AutoCAD SHX Text

PT 805.32

AutoCAD SHX Text

PI 775.32

AutoCAD SHX Text Tc= 32.07

AutoCAD SHX Text Rc= 100.00

AutoCAD SHX Text A= 62.0655

AutoCAD SHX Text Ang= 35%%17633'39"

AutoCAD SHX Text

CURVE 1

AutoCAD SHX Text

CURVE 1

AutoCAD SHX Text

CURVE 2

AutoCAD SHX Text

CURVE 3

AutoCAD SHX Text

CURVE 2

AutoCAD SHX Text

CURVE 3

AutoCAD SHX Text

MATCHLINE STA. 800

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CURVE TABLES

CP 2

BOTTOM OF BANK

TOP OF CUT

TOP OF BANK

EDGE OF FLOODPLAIN

TOP OF CUT / EDGE OF

FLOODPLAIN

TOP OF CUT / EDGE OF

CENTERLINE

ALIGNMENT

BOTTOM OF BANK

TOP OF CUT / EDGE OF

FLOODPLAIN

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

3/4 /24

0 R

S_ W

W G_

5\H

W P

6.D W

REGION 9

EASTERN REGION

HICKEY MARTIN

DAM REMOVAL

HOOSIER NATIONAL

FOREST

BROWNSTOWN RANGER DISTRICT

PROPOSED PLAN VIEW

STA. 800 TO STA. 1250

2/27/2024

R.GUBERNICK R.G.

X.XXX

C-04 9 20

PLAN VIEW OF PROPOSED CONDITIONS

SCALE 1" = 20 FEET

Feet

0 20 40

AutoCAD SHX Text

PC 743.25

AutoCAD SHX Text

PT 805.32

AutoCAD SHX Text

PC 868.2470

AutoCAD SHX Text

PT 955.5475

AutoCAD SHX Text

PI 913.60

AutoCAD SHX Text

PC 974.8243

AutoCAD SHX Text

PT 1032.1454

AutoCAD SHX Text

PI 1004.71

AutoCAD SHX Text

PC 1111.48

AutoCAD SHX Text

PT 1221.52

AutoCAD SHX Text

PI 1169.1076

AutoCAD SHX Text

PC 1296.60

AutoCAD SHX Text

CURVE 4

AutoCAD SHX Text

CURVE 5

AutoCAD SHX Text

CURVE 6

AutoCAD SHX Text Tc= 45.35

AutoCAD SHX Text Rc= 130.69

AutoCAD SHX Text A= 87.3004

AutoCAD SHX Text Ang= 38°16'19"

AutoCAD SHX Text

CURVE 4

AutoCAD SHX Text Tc= 29.89

AutoCAD SHX Text Rc= 82.00

AutoCAD SHX Text A= 57.3211

AutoCAD SHX Text Ang= 40°03'07"

AutoCAD SHX Text

CURVE 5

AutoCAD SHX Text Tc= 57.63

AutoCAD SHX Text Rc= 150.00

AutoCAD SHX Text A= 110.0417

AutoCAD SHX Text Ang= 42°01'58"

AutoCAD SHX Text

CURVE 6

AutoCAD SHX Text

MATCHLINE STA. 1250

AutoCAD SHX Text

MATCHLINE STA. 800

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AutoCAD SHX Text O

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CURVE TABLES

CP 2

TOP OF BANK

EDGE OF FLOODPLAIN

TOP OF CUT / EDGE OF

FLOODPLAIN

TOP OF CUT / EDGE OF

FLOODPLAIN

CENTERLINE

ALIGNMENT

BOTTOM OF BANK

TOP OF BANK

BOTTOM OF BANK

POSSIBLE ACCESS ROUTE

TIMBER MATS REQUIRED

FOR AT LEAST 240 FT

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

3/4 /24

0 R

S_ W

W G_

5\H

W P

6.D W

REGION 9

EASTERN REGION

HICKEY MARTIN

DAM REMOVAL

HOOSIER NATIONAL

FOREST

BROWNSTOWN RANGER DISTRICT

PROPOSED PLAN VIEW

STA. 1250 TO STA. 1500

2/27/2024

R.GUBERNICK R.G.

X.XXX

C-05 10 20

PLAN VIEW OF PROPOSED CONDITIONS

SCALE 1" = 20 FEET

Feet

0 20 40

AutoCAD SHX Text

PT 1032.1454

AutoCAD SHX Text

PC 1111.48

AutoCAD SHX Text

PT 1221.52

AutoCAD SHX Text

PI 1169.1076

AutoCAD SHX Text

PC 1296.60

AutoCAD SHX Text

PT 1429.11

AutoCAD SHX Text

PI 1367.53

AutoCAD SHX Text

PC 1435.36

AutoCAD SHX Text

PT 1508.88

AutoCAD SHX Text

PI 1473.63

AutoCAD SHX Text

CURVE 6

AutoCAD SHX Text

CURVE 7

AutoCAD SHX Text

CURVE 8

AutoCAD SHX Text

MATCHLINE STA. 1250

AutoCAD SHX Text Tc= 70.93

AutoCAD SHX Text Rc= 150.00

AutoCAD SHX Text A= 132.5084

AutoCAD SHX Text Ang= 50°36'52"

AutoCAD SHX Text

CURVE 7

AutoCAD SHX Text Tc= 38.27

AutoCAD SHX Text Rc= 107.40

AutoCAD SHX Text A= 73.5811

AutoCAD SHX Text Ang= 39°13'11"

AutoCAD SHX Text

CURVE 8

AutoCAD SHX Text Tc= 57.63

AutoCAD SHX Text Rc= 150.00

AutoCAD SHX Text A= 110.0417

AutoCAD SHX Text Ang= 42°01'58"

AutoCAD SHX Text

CURVE 6

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AutoCAD SHX Text O

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AutoCAD SHX Text

CURVE TABLES

NOTE: AN ADDITIONAL ACCESS ROUTE EXISTS FROM THE HENDERSON CREEK ROAD TO THE UPSTREAM END OF THE PROJECT. IF USED THE ROUTE REQUIRES 240FT OF MATS AT THE LOWER HALF AND POSSIBLY SOME SURFACING ROCK IN THE UPPER. THIS LOCATION CAN BE USED BY THE CONTRACTOR IF DESIRED TO IMPROVE HAUL TIME AND IMPROVE EFFICIENCY OF OPERATIONS

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

3/4 /24

0 R

S_ W

W G_

5\H

0.D

W G;

REGION 9

EASTERN REGION

HICKEY MARTIN

DAM REMOVAL

HOOSIER NATIONAL

FOREST

BROWNSTOWN RANGER DISTRICT

PROPOSED STREAM

PROFILE, BOULDER AND

ROCK PLACEMENT

2/27/2024

R.GUBERNICK R.G.

X.XXX

C-06 11 20

PLAN VIEW OF EXISTING CONDITION

VERTICAL EXAGGERATION 1 = 10

BOULDER ROUGHNESS UPSTREAM OF EACH CROSS CHANNEL LOG STRUCTURE:

1. UPSTREAM ADJACENT TO EACH LOG STEP PLACE BOULDER ROUGHNESS

2. THE BOULDER ROUGHNESS BEHIND EACH LOG STEP IS BURIED SO THE TOP OF THE

BOULDERS PROTRUDE NO MORE THAN 0.5FT ABOVE THE STREAMBED. USE CR-4 BOULDERS (20"

TO 26" DIAMETER) PLACE THE FIRST ROW OF BOULDERS 4FT UPSTREAM OF THE LOG

STRUCTURE ON 4FT CENTERS. USE 9 BOULDERS IN THE FIRST ROW AND 8 BOULDERS IN THE

SECOND ROW.

3. OFFSET ROWS 4FT SO THERE IS A MINIMUM OF 2 FT BETWEEN ROCK ROWS.

BOULDER ROUGHNESS IN CONSTRUCTED RIFFLE STA. 338 TO STA. 420

1. USE THE SAME SPACING REQUIREMENTS AS THE BOULDER ROUGHNESS BEHIND THE LOG

STRUCTURES.

2. CONSTRUCT 3 ROWS OF BOULDERS IN THE RIFFLE. BOULDERS WILL PROTRUDE BETWEEN

0.75FT TO 1.2 FT ABOVE THE STREAMBED. PLACE THE FIRST DOWNSTREAM ROW AT STATION

3+65, ROW 2 STATION 369, AND ROW 3 AT STATION 373

3. STREAM BED MATERIAL IN THIS RIFFLE IS SHALLOW IN DEPTH TO BEDROCK. THE BOULDER

SIZE IS BASED ON THE INTERMEDIATE DIAMETER AND BE ORIENTATED SO IT FITS. BEDROCK IS

SOFT AND DEPENDING ON SIZE AND SHAPE OF BOULDERS, THE EXCAVATOR MAY NEED TO

SCRATCH A SMALL AREA TO EMBED THE ROCK DEEPER IN A SMALL DEPRESSION FOR SOME

BOULDERS.

4. THE ENGINEER IN THE FIELD WILL PROVIDE ACTIVE INSPECTION FOR PLACEMENT AND

ORIENTATION OF ALL PLACED BOULDERS PLACED FOR ROUGHNESS

5. OFFSET ROWS 4FT SO THERE IS A MINIMUM OF 2 FT BETWEEN ROCK ROWS

RIFFLE ROUGHNESS (ALL RIFFLES)

1. PLACE LARGE COBBLES AND SMALL BOULDERS SCATTERED ALONG EACH RIFFLE.

2. PLACEMENT IS ~1 PIECE ON 6FT CENTERS ACROSS THE RIFFLE. + OR MINUS 2FT IN

TOLERANCE. NOTE THAT THESE ROCKS DO NOT REQUIRE HIGH PRECISION IN PLACEMENT AND

CAN BE VISUALLY ESTIMATED FOR LOCATION

PROFILE VIEW OF THE BEGINNING OF THE PROJECT

VERTICAL EXAGGERATION 1 = 10

AutoCAD SHX Text

AutoCAD SHX Text Station 337.93

AutoCAD SHX Text

ELEV = 490.84

AutoCAD SHX Text Station 420.66

AutoCAD SHX Text

ELEV = 491.91

AutoCAD SHX Text

1.29 %%%

AutoCAD SHX Text Station 424.66

AutoCAD SHX Text

ELEV = 490.91

AutoCAD SHX Text Station 451.66

AutoCAD SHX Text

ELEV = 490.91

AutoCAD SHX Text Station 456.91

AutoCAD SHX Text

ELEV = 492.66

AutoCAD SHX Text Station 486.91

AutoCAD SHX Text

ELEV = 492.99

AutoCAD SHX Text

1.10 %%%

AutoCAD SHX Text Station 490.91

AutoCAD SHX Text

ELEV = 491.99

AutoCAD SHX Text Station 553.66

AutoCAD SHX Text

ELEV = 491.99

AutoCAD SHX Text Station 558.91

AutoCAD SHX Text

ELEV = 493.74

AutoCAD SHX Text Station 608.91

AutoCAD SHX Text

ELEV = 494.39

AutoCAD SHX Text

1.30 %%%

AutoCAD SHX Text Station 612.91

AutoCAD SHX Text

ELEV = 493.39

AutoCAD SHX Text Station 675.66

AutoCAD SHX Text

ELEV = 493.39

AutoCAD SHX Text Station 680.91

AutoCAD SHX Text

ELEV = 495.14

AutoCAD SHX Text Station 735.91

AutoCAD SHX Text

ELEV = 495.97

AutoCAD SHX Text

1.50 %%%

AutoCAD SHX Text Station 739.91

AutoCAD SHX Text

ELEV = 494.97

AutoCAD SHX Text Station 802.66

AutoCAD SHX Text

ELEV = 494.97

AutoCAD SHX Text Station 807.91

AutoCAD SHX Text

ELEV = 496.72

AutoCAD SHX Text Station 866.91

AutoCAD SHX Text

ELEV = 497.60

AutoCAD SHX Text

1.50 %%%

AutoCAD SHX Text Station 870.91

AutoCAD SHX Text

ELEV = 496.60

AutoCAD SHX Text Station 925.91

AutoCAD SHX Text

ELEV = 496.60

AutoCAD SHX Text Station 928.91

AutoCAD SHX Text

ELEV = 497.60

AutoCAD SHX Text Station 963.18

AutoCAD SHX Text

ELEV = 497.98

AutoCAD SHX Text

1.10 %%%

AutoCAD SHX Text Station 967.18

AutoCAD SHX Text

ELEV = 496.98

AutoCAD SHX Text Station 1019.18

AutoCAD SHX Text

ELEV = 496.98

AutoCAD SHX Text Station 1024.43

AutoCAD SHX Text

ELEV = 498.73

AutoCAD SHX Text Station 1094.43

AutoCAD SHX Text

ELEV = 499.50

AutoCAD SHX Text

1.10 %%%

AutoCAD SHX Text Station 1098.43

AutoCAD SHX Text

ELEV = 498.50

AutoCAD SHX Text Station 1213.18

AutoCAD SHX Text

ELEV = 498.50

AutoCAD SHX Text Station 1218.43

AutoCAD SHX Text

ELEV = 500.25

AutoCAD SHX Text Station 1295.43

AutoCAD SHX Text

ELEV = 501.33

AutoCAD SHX Text

1.40 %%%

AutoCAD SHX Text Station 1299.43

AutoCAD SHX Text

ELEV = 500.33

AutoCAD SHX Text Station 1406.43

AutoCAD SHX Text

ELEV = 502.08

AutoCAD SHX Text Station 1451.43

AutoCAD SHX Text

ELEV = 502.68

AutoCAD SHX Text

1.33 %%%

AutoCAD SHX Text Station 1496.43

AutoCAD SHX Text

ELEV = 503.43

AutoCAD SHX Text Station 1520.75

AutoCAD SHX Text

ELEV = 503.70

AutoCAD SHX Text

1.14 %%%

AutoCAD SHX Text Station 1399.43

AutoCAD SHX Text

ELEV = 500.33

AutoCAD SHX Text Station 1455.43

AutoCAD SHX Text

ELEV = 501.68

AutoCAD SHX Text Station 1491.18

AutoCAD SHX Text

ELEV = 501.68

AutoCAD SHX Text

AutoCAD SHX Text Station 337.93

AutoCAD SHX Text

ELEV = 490.84

AutoCAD SHX Text Station 420.66

AutoCAD SHX Text

ELEV = 491.91

AutoCAD SHX Text

1.29 %%%

AutoCAD SHX Text Station 424.66

AutoCAD SHX Text

ELEV = 490.91

AutoCAD SHX Text Station 451.66

AutoCAD SHX Text

ELEV = 490.91

AutoCAD SHX Text Station 456.91

AutoCAD SHX Text

ELEV = 492.66

AutoCAD SHX Text Station 486.91

AutoCAD SHX Text

ELEV = 492.99

AutoCAD SHX Text

1.10 %%%

AutoCAD SHX Text Station 490.91

AutoCAD SHX Text

ELEV = 491.99

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

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AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text

BOULDER ROUGHNESS CR CLASS 4

AutoCAD SHX Text

EXISTING PROFILE

AutoCAD SHX Text

PROPOSED PROFILE

AutoCAD SHX Text

BEGIN PROJECT

END PROJECT

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

3/4 /24

9 R

S_ W

W G_

5\T

1.D

W G;

REGION 9

EASTERN REGION

HICKEY MARTIN

DAM REMOVAL

HOOSIER NATIONAL

FOREST

BROWNSTOWN RANGER DISTRICT

DOWNSTREAM

CROSS SECTIONS

2/21/2024

R.GUBERNICK R.G.

X.XXX

C-7 12 20

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text -90

AutoCAD SHX Text -80

AutoCAD SHX Text -70

AutoCAD SHX Text -60

AutoCAD SHX Text -50

AutoCAD SHX Text -40

AutoCAD SHX Text

AutoCAD SHX Text Station456.6600

AutoCAD SHX Text Horizontal scale 1" = 10ft

AutoCAD SHX Text Center line Coordinates

AutoCAD SHX Text N = 10054.57

AutoCAD SHX Text E = 14806.26

AutoCAD SHX Text Bearing of cross section = 199 55'21"

AutoCAD SHX Text 498.13

AutoCAD SHX Text 494.63

AutoCAD SHX Text 493.08

AutoCAD SHX Text 492.58

AutoCAD SHX Text 493.08

AutoCAD SHX Text 494.65

AutoCAD SHX Text

DESIGN SURFACE HEIGHT

AutoCAD SHX Text

DESIGN SURFACE HEIGHT

AutoCAD SHX Text 494.96

AutoCAD SHX Text 493.78

AutoCAD SHX Text 491.21

AutoCAD SHX Text 493.92

AutoCAD SHX Text 494.65

AutoCAD SHX Text

POINTS

AutoCAD SHX Text

AutoCAD SHX Text -90

AutoCAD SHX Text -80

AutoCAD SHX Text -70

AutoCAD SHX Text -60

AutoCAD SHX Text -50

AutoCAD SHX Text -40

AutoCAD SHX Text -30

AutoCAD SHX Text -20

AutoCAD SHX Text -10

AutoCAD SHX Text

AutoCAD SHX Text -90

AutoCAD SHX Text -70

AutoCAD SHX Text -50

AutoCAD SHX Text

AutoCAD SHX Text Station486.9100

AutoCAD SHX Text Horizontal scale 1" = 10ft

AutoCAD SHX Text Vertical scale 1" = 5ft

AutoCAD SHX Text Center line Coordinates

AutoCAD SHX Text N = 10044.85

AutoCAD SHX Text E = 14834.90

AutoCAD SHX Text 498.71

AutoCAD SHX Text 498.29

AutoCAD SHX Text 494.99

AutoCAD SHX Text 493.49

AutoCAD SHX Text 492.99

AutoCAD SHX Text 493.49

AutoCAD SHX Text 494.99

AutoCAD SHX Text 495.00

AutoCAD SHX Text

DESIGN SURFACE HEIGHT

AutoCAD SHX Text

DESIGN SURFACE HEIGHT

AutoCAD SHX Text 498.71

AutoCAD SHX Text 498.68

AutoCAD SHX Text 497.22

AutoCAD SHX Text 496.89

AutoCAD SHX Text 491.33

AutoCAD SHX Text 493.31

AutoCAD SHX Text 494.40

AutoCAD SHX Text 495.00

AutoCAD SHX Text

POINTS

AutoCAD SHX Text

POINTS

AutoCAD SHX Text

AutoCAD SHX Text -60

AutoCAD SHX Text -40

AutoCAD SHX Text -30

AutoCAD SHX Text -20

AutoCAD SHX Text -10

AutoCAD SHX Text

AutoCAD SHX Text Horizontal scale 1" = 10ft

AutoCAD SHX Text Vertical scale 1" = 5ft

AutoCAD SHX Text Bearing of cross section = 196 32'09"

AutoCAD SHX Text -80

AutoCAD SHX Text -90

AutoCAD SHX Text -80

AutoCAD SHX Text -70

AutoCAD SHX Text -60

AutoCAD SHX Text -50

AutoCAD SHX Text -40

AutoCAD SHX Text -30

AutoCAD SHX Text -20

AutoCAD SHX Text -10

AutoCAD SHX Text

AutoCAD SHX Text 518.0000

AutoCAD SHX Text N = 10036.01

AutoCAD SHX Text E = 14864.71

AutoCAD SHX Text Bearing of cross section = 196 32'09"

AutoCAD SHX Text 499.39

AutoCAD SHX Text 494.99

AutoCAD SHX Text 492.49

AutoCAD SHX Text 491.99

AutoCAD SHX Text 492.49

AutoCAD SHX Text 494.99

AutoCAD SHX Text

DESIGN SURFACE HEIGHT

AutoCAD SHX Text 499.39

AutoCAD SHX Text 498.19

AutoCAD SHX Text 496.66

AutoCAD SHX Text 491.50

AutoCAD SHX Text 493.18

AutoCAD SHX Text 493.70

AutoCAD SHX Text 494.99

AutoCAD SHX Text

POINTS

AutoCAD SHX Text

AutoCAD SHX Text -90

AutoCAD SHX Text -80

AutoCAD SHX Text -70

AutoCAD SHX Text -60

AutoCAD SHX Text -50

AutoCAD SHX Text -40

AutoCAD SHX Text -30

AutoCAD SHX Text -20

AutoCAD SHX Text -10

AutoCAD SHX Text

AutoCAD SHX Text Station518.0000

AutoCAD SHX Text Horizontal scale 1" = 10ft

AutoCAD SHX Text Vertical scale 1" = 5ft

AutoCAD SHX Text Center line Coordinates

AutoCAD SHX Text

STATION 456.66

AutoCAD SHX Text

STATION 486.91

STATION 518.00

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

3/4 /24

9 R

S_ W

W G_

5\T

1.D

W G;

REGION 9

EASTERN REGION

HICKEY MARTIN

DAM REMOVAL

HOOSIER NATIONAL

FOREST

BROWNSTOWN RANGER DISTRICT

CROSS SECTIONS NEAR

DAM

2/22/2024

R.GUBERNICK R.G.

X.XXX

C-8 13 20

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text -90

AutoCAD SHX Text -80

AutoCAD SHX Text -70

AutoCAD SHX Text -60

AutoCAD SHX Text -50

AutoCAD SHX Text -40

AutoCAD SHX Text -30

AutoCAD SHX Text -20

AutoCAD SHX Text -10

AutoCAD SHX Text

AutoCAD SHX Text Station680.90

AutoCAD SHX Text Horizontal scale 1" = 10ft

AutoCAD SHX Text Vertical scale 1" = 5ft

AutoCAD SHX Text Center line Coordinates

AutoCAD SHX Text N = 9972.32

AutoCAD SHX Text E = 15013.41

AutoCAD SHX Text Bearing of cross section = 216 53'25"

AutoCAD SHX Text 499.90

AutoCAD SHX Text 496.96

AutoCAD SHX Text 495.44

AutoCAD SHX Text 494.94

AutoCAD SHX Text 495.44

AutoCAD SHX Text 496.96

AutoCAD SHX Text 497.00

AutoCAD SHX Text

DESIGN SURFACE HEIGHT

AutoCAD SHX Text

DESIGN SURFACE

AutoCAD SHX Text 499.90

AutoCAD SHX Text 499.92

AutoCAD SHX Text 494.57

AutoCAD SHX Text 494.56

AutoCAD SHX Text 494.59

AutoCAD SHX Text 497.00

AutoCAD SHX Text

POINTS

AutoCAD SHX Text

POINTS

AutoCAD SHX Text

AutoCAD SHX Text -90

AutoCAD SHX Text -80

AutoCAD SHX Text -70

AutoCAD SHX Text -60

AutoCAD SHX Text -50

AutoCAD SHX Text -40

AutoCAD SHX Text -30

AutoCAD SHX Text -20

AutoCAD SHX Text -10

AutoCAD SHX Text

AutoCAD SHX Text -90

AutoCAD SHX Text -80

AutoCAD SHX Text -70

AutoCAD SHX Text -60

AutoCAD SHX Text -50

AutoCAD SHX Text -40

AutoCAD SHX Text -30

AutoCAD SHX Text -20

AutoCAD SHX Text -10

AutoCAD SHX Text

AutoCAD SHX Text 735.9100

AutoCAD SHX Text Station 735.91

AutoCAD SHX Text Horizontal scale 1" = 10ft

AutoCAD SHX Text Vertical scale 1" = 5ft

AutoCAD SHX Text Center line Coordinates

AutoCAD SHX Text N = 9935.47

AutoCAD SHX Text E = 15054.15

AutoCAD SHX Text Bearing of cross section = 226 51'40"

AutoCAD SHX Text 502.64

AutoCAD SHX Text 496.46

AutoCAD SHX Text 495.96

AutoCAD SHX Text 496.46

AutoCAD SHX Text 497.96

AutoCAD SHX Text

DESIGN SURFACE HEIGHT

AutoCAD SHX Text

DESIGN SURFACE

AutoCAD SHX Text 502.64

AutoCAD SHX Text 502.68

AutoCAD SHX Text 495.35

AutoCAD SHX Text 495.56

AutoCAD SHX Text 495.83

AutoCAD SHX Text 497.96

AutoCAD SHX Text

POINTS

AutoCAD SHX Text

AutoCAD SHX Text -90

AutoCAD SHX Text -80

AutoCAD SHX Text -70

AutoCAD SHX Text -60

AutoCAD SHX Text -50

AutoCAD SHX Text -40

AutoCAD SHX Text -30

AutoCAD SHX Text -20

AutoCAD SHX Text -10

AutoCAD SHX Text

AutoCAD SHX Text -90

AutoCAD SHX Text -80

AutoCAD SHX Text -70

AutoCAD SHX Text -60

AutoCAD SHX Text -50

AutoCAD SHX Text -40

AutoCAD SHX Text -30

AutoCAD SHX Text -20

AutoCAD SHX Text -10

AutoCAD SHX Text

AutoCAD SHX Text Station 758.00

AutoCAD SHX Text Horizontal scale 1" = 10ft

AutoCAD SHX Text Vertical scale 1" = 5ft

AutoCAD SHX Text Center line Coordinates

AutoCAD SHX Text N = 9920.13

AutoCAD SHX Text E = 15070.01

AutoCAD SHX Text Bearing of cross section = 218 24'39"

AutoCAD SHX Text 502.63

AutoCAD SHX Text 497.97

AutoCAD SHX Text 495.21

AutoCAD SHX Text 494.97

AutoCAD SHX Text 495.21

AutoCAD SHX Text 497.97

AutoCAD SHX Text

DESIGN SURFACE HEIGHT

AutoCAD SHX Text 502.63

AutoCAD SHX Text 502.60

AutoCAD SHX Text 501.47

AutoCAD SHX Text 495.48

AutoCAD SHX Text 495.89

AutoCAD SHX Text 496.03

AutoCAD SHX Text 497.97

AutoCAD SHX Text

POINTS

AutoCAD SHX Text

POINTS

AutoCAD SHX Text

AutoCAD SHX Text -90

AutoCAD SHX Text -80

AutoCAD SHX Text -70

AutoCAD SHX Text -60

AutoCAD SHX Text -50

AutoCAD SHX Text -40

AutoCAD SHX Text -30

AutoCAD SHX Text -20

AutoCAD SHX Text -10

AutoCAD SHX Text

AutoCAD SHX Text Station758.00

AutoCAD SHX Text

HEIGHT

AutoCAD SHX Text

POINTS

AutoCAD SHX Text

DESIGN SURFACE

AutoCAD SHX Text

HEIGHT

AutoCAD SHX Text Station 735.90

AutoCAD SHX Text

HEIGHT

AutoCAD SHX Text Station 680.91

AutoCAD SHX Text 500.20

AutoCAD SHX Text 495.14

AutoCAD SHX Text

STATION 758.00

AutoCAD SHX Text

STATION 735.91

STATION 680.91

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

3/4 /24

9 R

S_ W

W G_

5\T

1.D

W G;

REGION 9

EASTERN REGION

HICKEY MARTIN

DAM REMOVAL

HOOSIER NATIONAL

FOREST

BROWNSTOWN NATIONAL FOREST

UPSTREAM CROSS

SECTIONS

2/22/2024

R.GUBERNICK R.G.

R.GUBERNICK R.G. C-09

14 20

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text -70

AutoCAD SHX Text -60

AutoCAD SHX Text -50

AutoCAD SHX Text -40

AutoCAD SHX Text -30

AutoCAD SHX Text -20

AutoCAD SHX Text -10

AutoCAD SHX Text

AutoCAD SHX Text Station1094.43

AutoCAD SHX Text Horizontal scale 1" = 10ft

AutoCAD SHX Text Vertical scale 1" = 5ft

AutoCAD SHX Text E = 15370.91

AutoCAD SHX Text Bearing of cross section = 189 31'13"

AutoCAD SHX Text 504.37

AutoCAD SHX Text 499.77

AutoCAD SHX Text 499.27

AutoCAD SHX Text 499.77

AutoCAD SHX Text 501.27

AutoCAD SHX Text

DESIGN SURFACE HEIGHT

AutoCAD SHX Text 504.37

AutoCAD SHX Text 504.52

AutoCAD SHX Text 499.96

AutoCAD SHX Text 497.84

AutoCAD SHX Text 497.93

AutoCAD SHX Text 501.27

AutoCAD SHX Text

POINTS

AutoCAD SHX Text

POINTS

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File details come from the government source that posted it. Updated Jun 5, 2024.