6AOP_PLANS.pdf

FOREST LOCATION MAP

PROJECT LOCATION MAP

TRAVEL DIRECTIONS FROM TELL CITY, IN:

SHEET OF

United States Department of Agriculture

Forest Service

1 10

HEAD NORTHEAST ON IN-37 FOR 21.9 MILES. TURN LEFT ONTO IN-62 W FOR 4.0 MILES. TURN LEFT

ONTO S INDIAN LAKE RD FOR 1.5 MILES. CONTINUE STRAIGHT THROUGH LOCKED GATE FOR 0.9 MILES

TO PROJECT SITE.

LAT: 38.194244°

LONG: -86.663051°

RECOMMENDED BY:

APPROVED:

FOREST ENGINEER

DISTRICT RANGER DATE

DATE

DIRECTOR OF ENGINEERING DATE

FOREST SUPERVISOR

DATE

RO BRIDGE PROGRAM MANAGER

DATE

6/1 4/2

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INDEX OF SHEETS

SHEET SHEET TITLE DATE

G-01 COVERSHEET 5/31/2023

G-02 GENERAL NOTES & QUANTITIES

C-01 EROSION CONTROL & CONTROL PLAN

C-02 ROAD PLAN & PROFILE

C-03 STREAM VIEWS

C-04 CULVERT DETAILS

C-05 ROCK WEIR DETAILS

C-06 CROSS SECTIONS

C-08 SOIL BORINGS

HOOSIER 6 AOP CULVERT REPLACEMENT

INDIANA

PERRY COUNTY

R09 EASTERN REGION

HOOSIER NATIONAL FOREST

TELL CITY RANGER DISTRICT

SN: 091204000036105

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

6/1 4/2

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R09

EASTERN REGION

6 AOP

HOOSIER NATIONAL

FOREST

TELL CITY RANGER DISTRICT

GENERAL NOTES &

QUANTITIES

05/31/2023

P. HAMPSTON

P. HAMPSTON

J. NEUKAM

G-02 2 10

1. OWNER WILL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S SAFETY PRECAUTIONS OR THE MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES

REQUIRED OF THE CONTRACTOR TO PERFORM THEIR WORK.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY SECURING AND PROTECTING THE PROJECT SITE. THIS MAY INCLUDE , BUT IS NOT LIMITED TO, CONSTRUCTION PERIMETER FENCING, SIGNAGE, AND PROTECTION OF EXCAVATIONS.

3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VISIT THE SITE AND FAMILIARIZE THEMSELVES WITH ALL EXISTING CONDITIONS. THE CONTRACTOR

SHALL TAKE ALL NECESSARY FIELD MEASUREMENTS AND OTHERWISE VERIFY ALL DIMENSIONS AND EXISTING CONSTRUCTION CONDITIONS INDICATED

AND/OR SHOWN ON THE DRAWINGS. SHOULD ANY ERROR OR INCONSISTENCY EXIST, THE CONTRACTOR SHALL NOT PROCEED WITH THE WORK AFFECTED

UNTIL REPORTING TO CONTRACTING OFFICER FOR CLARIFICATION OR CORRECTION.

4. ALL OBSTRUCTIONS MAY NOT BE SHOWN ON PLANS. THE CONTRACTOR SHALL VISIT THE SITE AND DETERMINE THE ACTUAL CONDITIONS WITH REGARD TO

THE EXISTENCE OF FENCES, DRIVEWAYS, TREES, SIDEWALKS, CULVERTS, UTILITIES AND OTHER MISCELLANEOUS OBSTACLES THAT MAY INTERFERE.

5. ANY INSPECTION BY THE STATE, FEDERAL, OR USFS SHALL NOT, IN ANY WAY, RELIEVE THE CONTRACTOR FROM ANY OBLIGATION TO PERFORM THE WORK IN

STRICT COMPLIANCE WITH THE APPLICABLE CODES, REGULATIONS AND PROJECT CONTRACT DOCUMENTS.

6. THE CONTRACTOR SHALL PERFORM ALL WORK NECESSARY TO COMPLETE THIS PROJECT IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS

INCLUDING SUCH INCIDENTALS AS MAY BE NECESSARY TO MEET THE INTENT OF THE PROJECT CONTRACT DOCUMENTS BUT NOT SPECIFICALLY CALLED OUT

THEREIN, ALL APPLICABLE AGENCY REQUIREMENTS, AND ANY OTHER WORK AS MAY BE NECESSARY TO PROVIDE A COMPLETED PROJECT.

7. THE CONTRACTOR SHALL PROTECT AND MAINTAIN ALL EXISTING UTILITIES. ANY DAMAGE TO EXISTING UTILITIES, WHETHER THE UTILITY WAS SHOWN OR NOT

ON THESE PLANS SHALL BE REPAIRED/REPLACED AT THE CONTRACTOR'S EXPENSE.

8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO PUBLIC OR PRIVATE PROPERTY OR UTILITIES CAUSED DURING CONSTRUCTION AND SHALL

COORDINATE WITH DIGGERS HOTLINE PRIOR TO CONSTRUCTION.

9. IF DIMENSIONS ARE IN QUESTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING DIMENSION OR OBTAINING CLARIFICATION FROM THE

USFS BEFORE CONTINUING CONSTRUCTION.

10. WHEN CONTRADICTIONS OCCUR BETWEEN PLANS & SPECIFICATIONS, CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING CLARIFICATION FROM THE

USFS BEFORE CONTINUING WITH CONSTRUCTION.

11. UNLESS OTHERWISE NOTED ON THE PLANS OR SPECIFICATIONS, REMOVED ITEMS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND DISPOSED OF

LEGALLY OFF-SITE.

12. THE CONTRACTOR SHALL KEEP AN APPROVED SET OF PLANS ON THE PROJECT SITE AT ALL TIMES. ANY ALTERATION OR VARIANCE FROM THESE PLANS, EXCEPT MINOR FIELD ADJUSTMENTS NEEDED TO MEET EXISTING FIELD CONDITIONS, SHALL FIRST BE APPROVED BY USFS AND WHEN NECESSARY THOSE

AGENCIES AFFECTED BY THE ALTERATION. ANY VARIATIONS FROM THESE PLANS SHALL BE DOCUMENTED ON THE CONSTRUCTION PRINTS AND

TRANSMITTED TO USFS.

13. ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE RESTORED WITHIN 3 CALENDAR DAYS OF FINAL GRADING.

14. ALL EXISTING PUBLIC LAND SURVEY CORNERS, PROPERTY CONTROLLING CORNERS AND ALIGNMENT CONTROL POINTS SHALL BE LOCATED AND PRESERVED

AS SHOWN ON THE PLANS OR AS DIRECTED BY THE USFS. IT MAY BE NECESSARY TO PLACE OR ADJUST MONUMENT BOXES AS REQUIRED.

15. THE CONTRACTOR SHALL NOT PARK ANY VEHICLES OR STORE ANY MATERIALS IN AREAS NOT APPROVED BY THE USFS.

16. THE GOVERNING SPECIFICATIONS SHALL BE THE STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY

PROJECTS, FP-14 PUBLISHED BY THE US DEPT. OF TRANSPORTATION AND THE FOREST SERVICE SUPPLEMENTAL SPECIFICATIONS.

17. THE WORK COVERED BY THESE PLANS INCLUDES REMOVAL OF THE EXISTING CULVERT PIPE, INSTALLATION OF A CONCRETE ARCH WITH WINGWALLS, APPROACH ROADWAY, TEMPORARY TRAFFIC CONTROL AND PLACEMENT OF EROSION CONTROL AND SLOPE PROTECTION.

18. THE CONTRACTOR SHALL CONTACT DIGGERS HOTLINE AT 1.800.242.8511 A MINIMUM OF 3 WORKING DAYS PRIOR TO ANY EXCAVATION. CONTRACTOR SHALL

CONDUCT OPERATIONS IN SUCH A MANNER AS TO INSURE THAT THOSE UTILITIES NOT REQUIRING RELOCATION WILL NOT BE DISTURBED.

19. FOREST ROAD 1141.206 SHALL BE CLOSED TO TRAFFIC DURING CONSTRUCTION. THE CONTRACTING OFFICER SHALL BE NOTIFIED IN WRITING 2 WEEKS PRIOR

TO ANY PROPOSED CLOSURE. DURATION OF CLOSURE SHALL NOT EXCEED 45 CONSECUTIVE DAYS. ROAD CLOSURE SIGNING SHALL BE IN PLACE PRIOR TO

CLOSING ROAD. CLOSURE ADVANCE NOTICE SIGNING SHALL BE IN PLACE 7 DAYS IN ADVANCE.

20. WATER LEVEL IS SUBJECT TO CHANGE. THE CONTRACTOR IS RESPONSIBLE FOR MAKING THE DETERMINATION OF EXPECTED SURFACE AND SUBSURFACE

WATER LEVELS THAT WILL EXIST DURING CONSTRUCTION.

21. PRIOR TO FULLY DEWATERING AND SAND BAG PLACEMENT ON THE DOWNSTREAM SIDE OF THE CULVERT. CONTRACTOR SHALL NET FISH AND AQUATIC

ORGANISMS IF OBSERVED AND RELOCATE DOWNSTREAM.

22. NO MATERIAL SHALL BE CLEANED OR ALLOWED TO ERODE INTO THE WATERCOURSE NOR SHALL MATERIAL BE PLACED INTO THE WATER COURSE EXCEPT

AS SHOWN ON THE PLANS.

23. WATER THAT IS REQUIRED TO BE PUMPED FOR DEWATERING SHALL BE FILTERED THROUGH A GEOTEXTILE BAG, OR EQUIVALENT PRIOR TO DISCHARGE. THE

BAG SHALL BE REPLACED WITH A CLEAN BAG WHEN EXISTING BAG IS FULL OR PLUGGED. THIS SHOULD BE INCIDENTAL TO ITEM 15713.

24. EMAT SHALL CONSIST OF 100% ORGANIC BIODEGRADABLE NETTING. ANY DISTURBED GROUND THAT IS LEFT AFTER 300 SQUARE YARDS OF EMAT IS USED, SHALL BE SEEDED AND MULCHED.

25. UNPROTECTED SLOPES NOT RECEIVING EMAT OR RIPRAP SHALL BE PREPARED, SEEDED AND MULCHED IN ACCORDANCE WITH THE PLANS AND

SPECIFICATIONS.

26. ALL EQUIPMENT SHALL BE CLEANED ACCORDING TO THE SPECIFICATIONS PRIOR TO USE ON THIS PROJECT.

27. THE CONTRACTOR SHALL IMMEDIATELY STOP WORK AND NOTIFY THE CONTRACTING OFFICER IF HERITAGE RESOURCES OR HUMAN REMAINS ARE

ENCOUNTERED.

28. ANY HAUL ROADS USED SHALL BE MAINTAINED BY THE CONTRACTOR AS NEEDED AND AS DIRECTED BY THE CONTRACTING OFFICER.

29. THE CONTRACTOR SHALL PERFORM ALL WORK BETWEEN THE HOURS OF 6:00 AM AND 6:00 PM MONDAY THROUGH FRIDAY. NO WORK SHALL BE PERFORMED

ON FEDERAL HOLIDAYS OR WEEKENDS WITHOUT PRIOR APPROVAL FROM THE CONTRACTING OFFICER.

30. TREES SHALL BE CUT BETWEEN NOVEMBER 15TH AND MARCH 31ST. ALL TREE CUTTING HAS BEEN PREVIOUSLY COMPLETED BY THE GOVERNMENT.

31. NO DISPOSAL OF EXCESS MATERIAL OR STORAGE OF MATERIALS IN WETLANDS OR ON PRIVATE LANDS.

32. ALL EARTHWORK QUANTITIES ARE 'COMPACTED IN PLACE'.

33. ALL WORK MUST CONFORM TO ANY APPLICABLE STATE, USACE, OR COUNTY PERMITS WHICH ARE ALL HEREBY MADE A CONTRACT DOCUMENT. ALL

REQUIREMENTS WITHIN THE PERMITS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. DIVERSION, DAMMING, OR PUMPING DURING CONSTRUCTION IS

THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL COMPLY WITH STATE REQUIREMENTS.

34. MINOR AMOUNTS OF CLEARING AND GRUBBING ARE REQUIRED FOR CULVERT REPLACEMENT. LIMBS, LOGS, & STUMPS MAY BE SCATTERED OUTSIDE THE

CLEARING LIMITS. THIS WORK SHALL BE PAID FOR UNDER BID ITEM 20103-CLEARING AND GRUBBING.

35. MANUFACTURER SHALL DESIGN THE CULVERT AND FOOTINGS AND FURNISH A SHOP DRAWING SUBMITTAL FOR FS APPROVAL PRIOR TO MANUFACTURE.

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TRAFFIC CONTROL RELATED TO CONSTRUCTION OF THE PROJECT. ALL TRAFFIC

CONTROL SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL

DEVICES AND FSSS 156.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ERECTION AND PLACEMENT OF ALL THE REQUIRED SIGNING AS OUTLINED IN

THE ABOVE MENTIONED MANUAL. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL SUCH OTHER TRAFFIC CONTROL DEVICES

WHICH WILL ADEQUATELY WARN AND ALERT DRIVERS OF CONSTRUCTION HAZARDS.

3. DEPENDING UPON THE TYPE AND LOCATION OF THE WORK ACTIVITIES, THE CONTRACTOR SHALL PLACE SPEED ADVISORY SIGNING

IN ACCORDANCE WITH THE LATEST EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.

4. IN ADDITION TO THE INDICATED WARNING SIGNS AND BARRICADES, TYPE 3 BARRICADES WITH FLASHING LIGHTS, SHALL BE PLACED

NEAR EACH PARTICULAR HAZARD AREA WHEN NECESSARY, OR AS DIRECTED BY CONTRACTING OFFICER, IN ACCORDANCE WITH THE

LATEST EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.

5. TRAFFIC CONTROL PLAN SHALL BE SUBMITTED AND APPROVED BY THE USFS PRIOR TO PLACEMENT.

TRAFFIC CONTROL NOTES

GENERAL PLAN NOTES

MAINTENANCE LEVEL = 3

ADT = <100

DESIGN SPEED = 25 MPH

DESIGN LOADING = HL-93

DESIGN CRITERIA

7' 7'

4% C

ROW

N 4%

CROW

N

H

V

H

V

6" (COMPACTED DEPTH)

AGGREGATE SURFACE COURSE

EXISTING FILL OR STRUCTURAL BACKFILL

PROPOSED TYPICAL ROAD SECTION

SCALE: NONE

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IP1

100.00

BM1

97.54

BM2

93.41

TYPICAL DETAIL

NOT TO SCALE

PLAN VIEW

NOT TO SCALE

SIDE VIEW

NOT TO SCALE

FRONT VIEW

NOT TO SCALE

ANGLE BOTH ENDS OF FILTER FABRIC FENCE TO ASSURE SOIL

IS TRAPPED

INTERLOCK 2"X2"

POSTS AND ATTACH

5 FT VEGETATED BUFFER

TOP OF BANK

FILTER FABRIC

MATERIAL

USE STITCHED LOOPS

OVER 2"X2" POSTS

4 FT

6 IN

2.5 FT

6FT MIN. SPACING

4 FT

FILTER FABRIC MATERIAL

36" WIDE ROLLS

2.5 FT

1.5 FT

6 IN

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

6/1 4/2

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R09

EASTERN REGION

6 AOP

HOOSIER NATIONAL

FOREST

TELL CITY RANGER DISTRICT

EROSION CONTROL &

CONTROL PLAN

05/31/2023

P. HAMPSTON

P. HAMPSTON

J. NEUKAM

C-01 3 10

F

L

O

W

N Feet

0 10 20

EXISTING 87" X 63" X 56' CMPA TO BE REMOVED

EXISTING ROAD CL

EXISTING EDGE OF ROAD

SILT FENCE NOTES:

1. THE SILT FENCE SHALL BE PURCHASED IN A CONTINUOUS ROLL

CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS.

WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED

TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6 INCH

OVERLAP, AND BOTH ENDS SECURELY FASTENED TO THE POST.

ALTERNATIVELY, OVERLAP AND INTERLOCK TWO POSTS WITH

ATTACHED FABRIC AS APPROVED BY THE OWNER'S

REPRESENTATIVE.

2. THE SILT FENCE IS TO BE INSTALLED AT LOCATIONS SHOWN ON

THE PLAN ALONG THE DOWNHILL PERIMETER OF DISTURBED

AREAS. THE FENCE POST SHALL BE SPACED A MAXIMUM OF 10

FEET APART AND DRIVEN SECURELY INTO THE GROUND A MINIMUM

OF 24 INCHES APART.

3. THE FILTER FABRIC SHALL HAVE A MINIMUM VERTICAL BURIAL OF

6 INCHES. ALL EXCAVATED MATERIAL FROM SILT FENCE

INSTALLATION SHALL BE BACK-FILLED AND COMPACTED ALONG

THE ENTIRE DISTURBED AREA.

POINT TABLE

POINT #

NORTHING

5000.00

4873.92

5060.62

4962.74

EASTING

5000.00

4985.24

5036.12

5005.26

ELEVATION

100.00

90.62

97.54

93.41

DESCRIPTION

IP1

IP2

BM1

BM2

DEWATERING NOTES:

1. CONSTRUCTION SHOULD BE ATTEMPTED TO BE COMPLETED DURING DRY

CONDITIONS. IF NECESSARY, DEWATERING OF CONSTRUCTION WASTEWATER NEEDS

TO BE PUMPED TO A SETTLING BASIN, FILTER BAG, OR TO AN UPLAND LOCATION TO

INFILTRATE INTO THE GROUND. THIS WATER CANNOT BE DISCHARGED DIRECTLY TO

WATERWAYS OR WETLANDS.

INSTALL SILT FENCE AT TOE OF ALL DISTURBED

SLOPES AND ANY MATERIAL STOCKPILES (TYP)

PLACE SLOPE PROTECTION RIPRAP

18" DEPTH, CLASS 2, 705.02

15 CY THIS CORNER

9 CY ALL OTHER CORNERS

SOIL BORING 1

SOIL BORING 2

EROSION CONTROL PLAN

SILT FENCE DETAILS

SILT FENCE ESTIMATED QUANTITY: 270 LF

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L E

V A

T I O

N

F

E E

T

E L E

V A

T I O

N

F

E E

T

STATION (FEET)

0+00

0+50

1+00

1+50

2+00

2+09.06

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

6/1 4/2

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R09

EASTERN REGION

6 AOP

HOOSIER NATIONAL

FOREST

TELL CITY RANGER DISTRICT

ROAD PLAN & PROFILE

05/31/2023

P. HAMPSTON

P. HAMPSTON

J. NEUKAM

C-02 4 10

STA 1+10.87

CL NEW CULVERT

EXISTING 87" X 63" X 56' CMPA TO BE REMOVED

PROPOSED CONSPAN (OR EQUIVALENT) CONCRETE ARCH

20' SPAN X 5' RISE X 36' LONG WITH HEADWALLS AND WINGWALLS

ON CONTRACTOR - DESIGNED STEM WALL FOOTINGS

EXISTING CONTOURS

PROPOSED SURFACE CONTOURS

EXISTING ROAD CL

MAINTAIN EXISTING ALIGNMENT

EXISTING EDGE OF ROAD

N Feet

0 10 20

BEGIN WORK STA 0+10

END WORK STA 1+75

SEE SHEET C-03 FOR STREAM

SIMULATION DETAILS

MAINTAIN EXISTING ROAD PROFILE

PROPOSED 20' SPAN X 5' RISE CONCRETE ARCH

C

O V

E R

CONTRACTOR-DESIGNED STEM WALL

FOOTINGS TIED TO BEDROCK

EXISTING CULVERT TO BE REMOVED

CONSTRUCTED STREAM CHANNEL

SEE SHEET C-04

ROAD PLAN VIEW

ROAD PROFILE VIEW

OBJECT MARKER SIGN (OM-3L)

OBJECT MARKER SIGN (OM-3R)

OBJECT MARKER SIGN (OM-3R)

OBJECT MARKER SIGN (OM-3L)

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E

V A

T I O

N

F

E E

T

4.00%

S T

A

B

E G

I N

T

R I B

U T

A R

Y

E

S T

A

E

N D

R I B

U T

A R

Y

E L

-0+20 0+00

0+50

1+00

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

6/1 4/2

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R09

EASTERN REGION

6 AOP

HOOSIER NATIONAL

FOREST

TELL CITY RANGER DISTRICT

STREAM PLAN &

PROFILE

05/31/2023

P. HAMPSTON

P. HAMPSTON

J. NEUKAM

C-03 5 10

STREAM JUNCTION WITH MAIN STEM

PROPOSED BANKS

PROPOSED ROCK WEIR

GRADE CONTROL STRUCTURES

(3) AT ~30' SPACING (TYP)

BEGIN STREAMBED RECONSTRUCTION

END STREAMBED

RECONSTRUCTION

PROPOSED STREAM BOTTOM

EXISTING CULVERT INVERT

PROPOSED BANK ELEVATION

THROUGH STRUCTURE

PROPOSED ROAD SECTION

12" TALL HEADWALL

STREAM PLAN VIEW

STREAM PROFILE VIEW

EXISTING STREAM BOTTOM

EXISTING ROAD SECTION

PROPOSED 20' SPAN X 5' RISE CONCRETE ARCH

TOF = 91.68'

BOF = 86.68'

36.0'

STREAM THALWEG

F L O

W

F

L

O

W

CONTRACTOR-DESIGNED STEM WALL

FOOTINGS TIED TO BEDROCK

Y

P

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V

H

V

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

6/1 4/2

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R09

EASTERN REGION

6 AOP

HOOSIER NATIONAL

FOREST

TELL CITY RANGER DISTRICT

CULVERT DETAILS

05/31/2023

P. HAMPSTON

P. HAMPSTON

J. NEUKAM

C-04 6 10

BOF ELEV = 86.68'

20.0'

2.0' 2.0' 6.0'

ASSUMED BEDROCK

STRUCTURAL BACKFILL 704.04

EXISTING SUBGRADE

4.0'

CONTRACTOR DESIGNED STEM WALL FOOTING

SUITABLE STRUCTURE EXCAVATION

MATERIAL PAID FOR AS EMBANKMENT CONSTRUCTION

AGGREGATE SURFACE COURSE 703.05

6" DEPTH

PROPOSED CONCRETE

ARCH

UPSTREAM END

Q100 WSE = 94.20'

BED CLASS 10 STREAM SIMULATION ROCK, 705.08

TOP OF CONSTRUCTED

STREAM BANKS @ 4%

CONSTRUCTED STREAM BOTTOM @ 4%

CONTRACTOR-DESIGNED STEM WALL

FOOTINGS TIED TO BEDROCK

PROPOSED 20' SPAN X 5' RISE CONCRETE ARCH

CONCRETE WINGWALLS

14' ROAD WIDTH

36.0'

TOF ELEV = 91.68'

NOTES:

1. STRUCTURAL DESIGN OF CULVERT, FOOTING, AND WINGWALLS BY A LICENSED ENGINEER IN ACCORDANCE WITH AASHTO

LRFD BRIDGE DESIGN SPECIFICATIONS, 9TH EDITION, 2020 IS THE REPONSIBILITY OF THE CONTRACTOR. SHOP DRAWINGS

MUST BE SUBMITTED FOR APPROVAL.

2. STRUCTURE MUST BE DESIGNED FOR HL-93 LOADING AND SUPPORT A MINIMUM COVER OF 2.5'.

3. CONTRACTOR SHALL COMPLETE A LOAD RATING FOR THE CULVERT IN ACCORDANCE WITH THE AASHTO MBE, CURRENT

EDITION, USING LRFR METHODOLOGY. CANDE SOFTWARE SHALL BE USED TO PERFORM THE LOAD RATING UNLESS AN

ALTERNATE IS APPROVED BY THE REGIONAL BRIDGE ENGINEER. TRUCKS TO BE INCLUDED IN THE LOAD RATING ARE HL-93

INVENTORY / OPERATING, AASHTO LEGAL TRUCKS, NRL, SHV'S, AND ANY STATE LEGAL TRUCKS.

4. ALLOWABLE SOIL BEARING CAPACITY = 2,200 PSF

ALLOWABLE ROCK BEARING CAPACITY = 10,000 PSF

5. COMPACT STRUCTURAL BACKFILL IN ACCORDANCE WITH 208.10 (95% STANDARD PROCTOR)

6. BOTTOM OF FOOTING ELEVATION MAY BE RAISED OR STEPPED IF COMPENTENT BEDROCK IS ENCOUNTERED AT

SHALLOWER DEPTHS. TOP OF FOOTING ELEVATION TO REMAIN UNCHANGED.

7. EXCESS OR UNSUITABLE EXCAVATION MATERIAL MAY BE USED TO FLATTEN ROAD SIDE SLOPES ADJACENT TO CROSSING.

MATERIAL MAY NOT BE PLACED IN WETLANDS.

8. MAINTAIN CLEAR COVER OVER CONCRETE REINFORCEMENT IN ACCORDANCE WITH SPECIFICATIN SECTION 554.

9. CONCRETE SHALL BE AIR-ENTRAINED IN ACCORDANCE WITH SPECIFICATION SECTION 552.

EXISTING CULVERT

TO BE REMOVED

CULVERT ELEVATION

CULVERT END SECTION

SLOPE PROTECTION RIPRAP

18" DEPTH, CLASS 2, 705.02

12" HEADWALL

STRUCTURE EXCAVATION LMITS

TOF = 91.68'

CROWN ELEV = 96.68'

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BOTTOM ROCKS ARE BURIED FOOTER ROCKS

BOTTOM ROCKS ARE BURIED FOOTER ROCKS

LAST ROCK AT TOP

OF BANK

F L

O W

FLOW

FLOW

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

6/1 4/2

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R09

EASTERN REGION

6 AOP

HOOSIER NATIONAL

FOREST

TELL CITY RANGER DISTRICT

ROCK WEIR DETAILS

05/31/2023

P. HAMPSTON

P. HAMPSTON

J. NEUKAM

C-05 7 10

PROFILE VIEW

CROSS SECTION VIEW

PLAN VIEW

FOOTER ROCK DETAIL

BANKFULL WIDTH ~ 16.0'

NOTES:

1. BOULDERS SHALL BE 28" TO 36" AND BE ANGULAR SO THEY CAN BE KEYED

TOGETHER FOR STABILITY.

2. FOOTER ROCKS SHALL BE BURIED AT LEAST 24" WITH TOPS AT FINAL GRADE.

3. TOP ROW OF ROCKS SHOULD BE PLACED AGAINST THE FOOTER ROCKS AND

SLIGHTLY UPSTREAM TO LIMIT MOVEMENT.

4. WELL GRADED MATERIAL SHALL BE PLACED ON UPSTREAM EDGE TO SEAL HOLES

BETWEEN ROCKS.

5. IF SHALLOW BEDROCK IS ENCOUNTERED, EXCAVATE A NARROW CHANNEL IN THE

ROCK TO BED BOULDERS.

6. CONSTRUCTION OF ROCK WEIRS IS INCIDENTAL TO PAY ITEM 64801 STREAMBED

SIMULATION ROCK.

7. EXISTING STREAMBED MATERIAL WITHIN THE WORK LIMITS OF THE PROJECT OR

EXCESS EXCAVATION MATERIAL MAY BE USED FOR STREAMBED SIMULATION IF IT

MEETS THE APPROPRIATE SIZE REQUIREMENTS.

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E L E

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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

6/1 4/2

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R09

EASTERN REGION

6 AOP

HOOSIER NATIONAL

FOREST

TELL CITY RANGER DISTRICT

ROAD SECTIONS

05/31/2023

P. HAMPSTON

P. HAMPSTON

J. NEUKAM

C-06 8 10

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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

6/1 4/2

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6 AOP

HOOSIER NATIONAL

FOREST

TELL CITY RANGER DISTRICT

ROAD SECTIONS

05/31/2023

P. HAMPSTON

P. HAMPSTON

J. NEUKAM

C-07 9 10

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(~100.25' PLAN ELEVATION) (~100.17' PLAN ELEVATION)

DRAWN

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STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

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REVISION / ISSUE

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6/1 4/2

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6 AOP

HOOSIER NATIONAL

FOREST

TELL CITY RANGER DISTRICT

SOIL BORINGS

05/31/2023

P. HAMPSTON

P. HAMPSTON

J. NEUKAM

C-08 10 10

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