C3_Jackson PlansDrawings.pdf

PROJECT LOCATION

VICINITY MAP

TRAVEL DIRECTIONS:

SHEET OF

United States Department of Agriculture

Forest Service

INDEX OF SHEETS

SHEET SHEET TITLE DATE

G-01 COVER SHEET

G-02 GENERAL NOTES AND QUANTITIES

C-01 TEMPORARY TRAFFIC CONTROL

C-02 SITE PLAN

C-03 STRUCTURE NOTES

C-04

EROSION CONTROL AND

DE-WATERING PLAN

C-05 GRADING NOTES

C-06 EXCLUSION FENCING NOTES

FROM THE GREAT DIVIDE RANGER DISTRICT OFFICE, TRAVEL

NORTHWEST ON STATE HWY 13N TOWARD CHARLES WOLF RD.

CONTINUE FOR 1.6 MILES AND TURN LEFT ONTO WI-77 W. PROCEED

FOR 13.8 MILES AND TURN RIGHT ONTO CO HWY M. PROCEED FOR

1.5 MILES, CONTINUING TO FOLLOW CO HWY M. TURN RIGHT ONTO

FR 191/TAYLOR LAKE ROAD AND PROCEED FOR 8.6 MILES. TURN

LEFT ONTO FR 191/PIONEER ROAD. CONTINUE FOR 1.9 MILES AND

TURN RIGHT ONTO CO HWY D. CONTINUE FOR 2.4 MILES. TURN LEFT

ONTO FR 374/N DIAMOND LAKE RD. THE PROJECT SITE IS 266 FEET

DOWN FR 374.

LATITUDE: 46°17'02.87"N

LONGITUDE: 91°05'39.28"W

ELEVATION: 1446'

RECOMMENDED BY:

APPROVED:

FOREST ENGINEER

DISTRICT RANGER DATE

DATE

9/8 /19

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JACKSON CREEK- FR 374

CROSSING REPLACEMENT

WISCONSIN

BAYFIELD COUNTY

CHEQUAMEGON-NICOLET NATIONAL FOREST

(R09) EASTERN REGION

GREAT DIVIDE RANGER DISTRICT

22223 STATE HW 13

GLIDDEN, WI 54527

SUMMARY OF QUANTITIES

ITEM

NO.

DESCRIPTION

METHOD

OF

MEASURE

MENT

PAY

UNIT

QUANTITY REMARKS

151.01 MOBILIZATION & BONDING LSQ LS ALL

INCLUDES ALL SIGNAGE, CLEARING AND GRUBBING, WEED CONTROL MEASURES,

AND TURTLE EXCLUSION FENCING.

152.01 CONSTRUCTION STAKING LSQ LS ALL INCLUDES REFERENCE STAKING FOR CULVERT

157.01A

SOIL EROSION & SEDIMENT

CONTROL

LSQ LS ALL

INCLUDES INSTALLATION, OPERATION, MAINTENANCE, & REMOVAL OF ALL

EROSION & SEDIMENT CONTROL DEVICES (I.E. SILT FENCES, WATTLES, ETC.).

157.01B DE-WATERING LSQ LS ALL

INCLUDES INSTALLATION, OPERATION, MAINTENANCE, & REMOVAL OF ALL

DE-WATERING IMPLEMENTS.

203.01

REMOVAL OF EXISTING

CULVERT

LSQ LS ALL INCLUDES DISPOSAL OF BOTH EXISTING CULVERTS OFF OF FEDERAL LANDS.

209.01

STRUCTURE EXCAVATION

(COMPACTION FSSS 209.10(a))

CQ CY 226

INCLUDES ALL EXCAVATION, BEDDING, AND BACKFILL. TOTAL EXCAVATION

VOLUME IS 192 CY. BEDDING (COMMERCIAL SOURCE) SHALL BE ASTM D448 SIZE

4. BEDDING VOLUME IS 24 CY. BACKFILL (COMMERCIAL SOURCE) SHALL BE FP-14

704.04. BACKFILL VOLUME IS 175 CY. 27 CY OF DOWNSTREAM CHANNEL WORK IS

INCLUDED IN THIS SCHEDULE ITEM QUANTITY. BEDDING GEOTEXTILE; AND

WASTE OF EXCESS AND UNSUITABLE NATIVE EXCAVATED MATERIAL ARE

INCIDENTAL TO THIS ITEM.

251.01

CLASS 3 RIP RAP-

COMMERCIAL SOURCE

CQ CY 15 ARMOUR STRUCTURE AT INLET AND OUTLET.

302.01A

MINOR CRUSHED AGGREGATE

- COMMERCIAL SOURCE

CQ CY 35

INCLUDES ROAD SURFACE AGGREGATE MATERIAL AND PLACEMENT. MATERIAL

SHALL BE FSSS 703-3 GRADE G. COMPACTION METHOD FSSS 209.10 (a) (1)..

603.01

77" x 52", 46.5' LENGTH

POLYMER COATED STEEL PIPE

ARCH

CQ LF 46.50

INCLUDES OFF LOADING, INSTALLATION, AND ALL APPURTENANCES.

625.01

SEED & MULCH (DRY METHOD)

CQ ACRE .5

INCLUDES SURFACE PREPARATION VIA EQUIPMENT SCARIFICATION, HAND

BROADCAST CONTRACTOR FURNISHED SEED, HAND BROADCAST CONTRACTOR

FURNISHED STRAW MULCH. SEED SHALL BE WisDOT #75 MIX.

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

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(R09)

EASTERN REGION

JACKSON CREEK-

FOREST ROAD 374

CROSSING

REPLACEMENT

CHEQUAMEGON-NICOLET

NATIONAL FOREST

GREAT DIVIDE RANGER

DISTRICT

GENERAL NOTES

AND QUANTITIES

09/08/2019

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J.STOGSDILL

J.STOGSDILL

P.HAMPSTON

G-02

008002

GENERAL NOTES

SPECIFICATIONS: THE WORK SHALL BE DONE 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 REPORT: A GEOTECHNICAL REPORT IS AVAILABLE

UPON REQUEST FROM THE CO.

UTILITIES: VERIFICATION OF EXISTING UTILITIES IS THE

RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR IS

RESPONSIBLE FOR LOCATING, PROTECTING, MAINTAINING

SERVICE, AND COORDINATING OUTAGES OF EXISTING UTILITIES

THROUGHOUT THE TERM OF THE CONTRACT.

EXCAVATION: ANY EXCESS OR UNSUITABLE EXCAVATION SHALL

BE DISPOSED OF IN LOCATIONS AS APPROVED BY THE CO.

SUITABLE EXCAVATION MATERIAL SHALL BE STOCKPILED IN

STAGING AREAS APPROVED BY CO PRIOR TO START OF WORK.

TOPSOIL: TOPSOIL, WHERE IT CAN BE FOUND IN APPRECIABLE

QUANTITIES, SHALL BE STRIPPED AND STOCKPILED. FINISHED

SLOPES SHALL RECEIVE 2"-3" OF TOPSOIL TO THE EXTENT

ALLOWED BY EVEN DISTRIBUTION OF THE STOCKPILE.

SAFETY: CONTRACTOR SHALL SUBMIT A SAFETY PLAN AND

HAZARDOUS SPILL PLAN TO THE CO PRIOR TO THE

PRE-CONSTRUCTION MEETING.

SCHEDULE: CONTRACTOR SHALL SUBMIT A CONSTRUCTION

SCHEDULE TO THE CO PRIOR TO THE PRE-CONSTRUCTION

MEETING. ANY DEVIATIONS FROM THIS SCHEDULE SHALL BE

IMMEDIATELY RESUBMITTED TO THE CO IN AN UPDATED

SCHEDULE.

INVASIVE SPECIES CONTROL: CONTRACTOR SHALL ENSURE ALL

EQUIPMENT IS CLEAN AND WEED FREE PRIOR TO MOBILIZATION

TO PROJECT SITE. AN INSPECTION SHALL BE COORDINATED WITH

THE COR PRIOR TO EQUIPMENT BEING MOBILIZED TO THE SITE.

DESIGN NOTES

DESIGN: THIS STRUCTURE IS DESIGNED FOR HL93 LIVE

LOADING IN ACCORDANCE WITH THE AASHTO LRFD BRIDGE

DESIGN SPECIFICATIONS, 8TH EDITION.

DESIGN DATA:

ALLOWABLE BEARING PRESSURE: 3000 psf

HYDROLOGY AND HYDRAULICS: THIS STRUCTURE IS

DESIGNED TO PASS A 100-YEAR FREQUENCY FLOOD

(Q

= 79 cfs, A

= 19.31 sf, D

= 2.64 ft, V

= 4.09 ft/s);

(Q

1.5

=15.5 cfs, A

1.5

= 14.25 sf, D

1.5

= 2.06 ft, V

1.5

= 1.09 ft/s)

* AQ= ACTUAL QUANTITIES, CQ= CONTRACT QUANTITIES, LSQ= LUMP SUM QUANTITIES

** NOTE: QUANTITIES ARE BASED ON COMPUTER CALCULATION (BANK MEASURE). SEE ROAD 374 PROFILE GRADING LIMIT NOTE, SHEET C-05 .

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DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

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(R09)

EASTERN REGION

JACKSON CREEK-

FOREST ROAD 374

CROSSING

REPLACEMENT

CHEQUAMEGON-NICOLET

NATIONAL FOREST

GREAT DIVIDE RANGER

DISTRICT

TEMPORARY TRAFFIC

CONTROL NOTES

09/08/2019

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J.STOGSDILL

J.STOGSDILL

P.HAMPSTON

C-01

008003

TEMPORARY TRAFFIC CONTROL NOTES

ROAD

CLOSED

TRUCK

CROSSING

ROAD

CLOSED

AHEAD

FOREST ROAD 374

CLOSED 5 MILES AHEAD.

1. APPLICATIONS FOR WAIVERS FOR VEHICLE AND DIMENSIONAL LIMITATIONS MUST BE MADE THROUGH

THE DISTRICT RANGER AT LEAST 14 DAYS IN ADVANCE OF NEED. SUCH WAIVERS ARE SUBJECT TO

OFFICIAL AUTHORIZATION.

2. ALL SIGNS AND BARRICADES, INCLUDING INSTALLATION, SHALL COMPLY WITH CURRENT MANUAL ON

UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).

3. TEMPORARY TRAFFIC CONTROL SHALL BE INCIDENTAL TO MOBILIZATION.

4. FINAL SIGN LOCATIONS SHALL BE APPROVED BY CO.

5. CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN, INCLUDING CHANGES TO THESE DETAILS, TO

THE CO A MINIMUM OF 14 DAYS PRIOR TO EXCAVATION.

6. CONTRACTOR SHALL INSPECT ALL SIGNS AND BARRICADES DAILY TO ENSURE THAT SIGNS ARE NOT

DAMAGED AND ARE VISIBLE TO TRAFFIC.

7. TYPE 3 BARRICADE SHALL SPAN THE ENTIRE WIDTH OF THE ROAD AT ROAD CLOSURE LOCATIONS.

LEGEND

1. PROJECT LOCATION:

W20-3

W20-3

R11-3A

TYPE 3

BARRICADE

TYPE 3

BARRICADE

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TYPE 3 BARRICADE

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0+00

1+50

2+00

NORTH

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

9/1 0/1

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(R09)

EASTERN REGION

JACKSON CREEK-

FOREST ROAD 374

CROSSING

REPLACEMENT

CHEQUAMEGON-NICOLET

NATIONAL FOREST

GREAT DIVIDE RANGER

DISTRICT

SITE PLAN

09/08/2019

FS090523_R102013_L1-002.dwg

J,STOGSDILL

J.STOGSDILL

P.HAMPSTON

C-02

008004

BM3

BM1

BM2

NEW 77" X 52" X 46.5'

POLYMER COATED CMP.

FOREST ROAD 374

TWO EXISTING

1.75' X 2.33' X 32.2'

CMP SHALL BE

REMOVED

JACKSON CREEK

30 MILES TO

GLIDDEN

CONTROL POINT DATA

POINT NORTHING EASTING ELEVATION

BM1 5000 10000 500.00

BM2 4967.90 10151.03 501.01

BM3 4968.74 9956.53 500.98

* ALL POINT DATA IS RELATIVE TO POINT BM1. SURVEY

UNITS ARE US SURVEY FEET. MONUMENT

MARKINGS ARE NAILS IN TREES.

FLOW

Feet

0 25 50

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STATION (FEET)

ALIGNMENT -THALWAG PROFILE

1+00 1+50 2+00 2+50 2+58

STA 2+47.61

ELEV 495.53

STA 1+89.00

ELEV 495.53

STA 1+42.50

ELEV 494.60

STA 1+89.00

ELEV 494.60

1+50

2+00

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

9/1 0/1

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(R09)

EASTERN REGION

JACKSON CREEK-

FOREST ROAD 374

CROSSING

REPLACEMENT

CHEQUAMEGON-NICOLET

NATIONAL FOREST

GREAT DIVIDE RANGER

DISTRICT

STRUCTURE NOTES

09/08/2019

FS090523_R102013_L1-002.dwg

J.STOGSDILL

J.STOGSDILL

P.HAMPSTON

C-03

008005

NEW STRUCTURE

EXISTING THALWAG

2:1 FINISHED

FILL SLOPE, TYP

LOW FLOW CHANNEL (THALWAG)

SHALL BE CUT TO 495.53' AS SHOWN

BETWEEN STA 189.00 AND STA 247.61.

SHAPE CHANNEL ACCORDING TO

TYPICAL CHANNEL CROSS SECTION,

SHEET 7. THIS VOLUME IS INCLUDED IN ITEM 209.01.

EXISTING

THALWAG

2:1 MITER, TYP

EXISTING GROUND

STRUCTURE NOTES

1. NEW CULVERT SHALL BE POLYMER COATED 10 GAGE CORRUGATED GALVANIZED STEEL 77" X 52"

PIPE ARCH WITH 46.5' INVERT LENGTH. CULVERT SHALL HAVE HEAVY GAGE POLYMER COATED

INTERIOR AND EXTERIOR CONFORMING WITH AASHTO M 246. THE CULVERT SHALL HAVE 6" DOUBLE

STEP BEVEL WITH END CUT TO CONFORM WITH 2:1 SLOPE.

2. STRUCTURE SHALL MEET HL-93 LOADING REQUIREMENTS.

3. CONTRACTOR SHALL SUBMIT STRUCTURE DRAWINGS FOR APPROVAL BY CO PRIOR TO PURCHASING

MATERIALS.

4. STRUCTURE SHALL BE OFFLOADED, INSTALLED, AND BACKFILLED ACCORDING TO MANUFACTURER'S

RECOMMENDATIONS.

5. STRUCTURE BEDDING, COMMERCIAL SOURCE ASTM D448 SIZE 4, SHALL BE COMPACTED TO FSSS

209.10(a)(1) OR MANUFACTURER'S SPECIFICATION, WHICHEVER IS MORE STRICT. STRUCTURE

BEDDING SHALL BE COMPLETELY ENVELOPED IN GEO TEXTILE. GEO TEXTILE SHALL BE MIRAFI 140N, OR APPROVED EQUAL. BEDDING SHALL BE 1.5' MINIMUM COMPACTED DEPTH.

6. STRUCTURE ELEVATIONS PROVIDED ARE LOCATED AT THE BOTTOM CENTER OF THE STRUCTURE.

7. FINAL ELEVATIONS SHALL BE APPROVED BY CO PRIOR TO PLACEMENT OF STRUCTURE.

8. STRUCTURE BACKFILL SHALL BE FREE DRAINING, MAX SIZE 3", 15% MAX PASSING NO. 200 SIEVE, CONSISTENT WITH FP-14 704.04. NATIVE MATERIAL IS ANTICIPATED TO BE UNSUITABLE.

COMPACTION SHALL BE TO FSSS 209.10(a)(1). STRUCTURE BEDDING AND BACKFILL ARE UNDER ITEM

209.01. SEE SHEET 7.

9. NO BACKFILL IS REQUIRED WITHIN NEW STRUCTURE.

10. EXISTING CHANNEL ADJACENT TO STRUCTURE INLET AND OUTLET SHALL BE NARROWED. NEW BANK

ELEVATIONS SHALL MATCH EXISTING BANK ELEVATIONS AND BLEND WITH SURROUNDING

CONTOURS. BANKS SHALL BE DIRECTED TOWARD EDGES OF NEW STRUCTURE AS SHOWN IN PLAN

VIEW. LOW FLOW CHANNEL (THALWAG) SHALL BE DEFINED TO AND FROM THE CENTERLINE OF THE

NEW STRUCTURE.

11. PRIOR TO CUT OR FILL IN CHANNEL, EXISTING STREAMBED MATERIAL SHALL BE SALVAGED AND

REPLACED ON SURFACE OF NEW CHANNEL BANKS AS WELL AS CONSTRUCTED STREAMBED.

6.42'

0.50'

STRUCTURE

BEDDING.

STRUCTURE BEDDING

AMOUNT FINER THAN EACH

SIEVE, MASS PERCENT

ASTM D448 NOMINAL SIZE 2 IN.

1-

IN

1 IN.

IN.

IN.

SIZE 4

1-1/2 TO

IN.

100 90 TO

TO

TO

TO

SEE STRUCTURE

CENTERLINE

ELEVATION LOCATIONS

A & B, PLAN VIEW &

ELEVATIONS TABLE,

THIS SHEET

STRUCTURE ELEVATIONS

END DISTANCE* BEARING* ELEVATION

A 88.59' N57°15'34.20"W 494.6'

B 75.86' N89°00'39.24"W 494.6'

*MEASURED FROM BM2. DISTANCE IS A STRAIGHT

MEASUREMENT, NOT ACCOUNTING FOR TOPOGRAPHY

BETWEEN POINTS.

A

B

NEW CHANNEL

BANKS. SEE NOTE

11.

EXISTING BANKS

THALWAG

LONGITUDINAL PROFILE

STRUCTURE PROFILE

NEW STRUCTURE

FINISHED BACKFILL SURFACE

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1+50

2+00

BACK FILL CULVERT

WITH COMMON FILL

MATERIAL

SANDBAGS

AS NEEDED

SECTION B-B

SANDBAGS

AS NEEDED

3'x3' MATERIAL HANDLING BAGS

BYPASS DAM DETAILS

STREAMBED

IMPERVIOUS MEMBRANE

SECTION C-C

KEY IMPERVIOUS

MEMBRANE 18"

INTO STREAMBED

BYPASS DAM DETAILS

EQUIPMENT BYPASS TRENCH CULVERT DETAILS

SECTION A-A

CONTRACTOR SHALL PROVIDE COMPACTED BACKFILL AT A

DEPTH THAT WILL SUPPORT CONSTRUCTION ACTIVITIES.

BYPASS CULVERT SHALL RUN

ON EXISTING GROUND SURFACE

AND BE SECURED IN PLACE

WITH MINIMAL GROUND

DISTURBANCE.

DIVERSION CULVERT ALTERNATIVE 1

SECTION D-D

DIVERSION LINED CHANNEL ALTERNATIVE 2

SECTION D-D

PLASTIC LINER

KEY IN PLASTIC LINER 6"

DEEP AND SECURE WITH

SANDBAGS

FLOW

SILT FENCE

FLOW

SANDBAG

KEY MEMBRANE

INTO STREAMBED

ROADWAY

STRUCTURAL EXCAVATION

AREA

IMPERVIOUS

MEMBRANE

3'x3' MATERIAL

HANDLING BAGS

F L O

W

HARDEN

DIVERSION

INLET

T E

M P

O R

A R

Y

C

O N

S T

R U

C T

I O

N

D

I V

E R

S I O

N

CLEAR

WATER

SUMP

SANDBAGS

AS NEEDED

IMPERVIOUS

MEMBRANE

KEY MEMBRANE

INTO STREAMBED

END OUTLET ON STREAM LEVEL

AND PROVIDE ENERGY

DISSIPATION USING LOCAL

MATERIALS OR END PIPE IN A

SUITABLE LOCATION APPROVED

BY THE C.O.

F L O

W

3'x3'

MATERIAL

HANDLING

BAGS

SANDBAGS

AS NEEDED

SUMP PUMP

AS NEEDED

TO DE-WATER

EXCAVATION

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

9/1 0/1

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.D

W G;

(R09)

EASTERN REGION

JACKSON CREEK-

FOREST ROAD 374

CROSSING

REPLACEMENT

CHEQUAMEGON-NICOLET

NATIONAL FOREST

GREAT DIVIDE RANGER

DISTRICT

EROSION CONTROL

AND DE-WATERING

PLAN

09/08/2019

FS090523_R102013_L1-002.dwg

J.STOGSDILL

J.STOGSDILL

P.HAMPSTON

C-04

008006

SEDIMENT AND EROSION CONTROL NOTES

1. CONTRACTOR SHALL SUBMIT A DE-WATERING AND SEDIMENT CONTROL PLAN

COVERING ALL PHASES OF CONSTRUCTION TO THE CO FOR APPROVAL AT

LEAST 14 DAYS PRIOR TO BEGINNING WORK.

2. EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO ANY GROUND

DISTURBING ACTIVITIES.

3. PRIOR TO ANY GROUND DISTURBING ACTIVITY, WOOD TURTLE EXCLUSION

FENCE SHALL BE CONSTRUCTED TO ISOLATE THE PROJECT AREA.

4. CONTRACTOR SHALL PROVIDE WRITTEN NOTICE OF INTENT TO BEGIN

DE-WATERING ACTIVITIES A MINIMUM OF 7 DAYS PRIOR TO IMPLEMENTATION.

5. INSTREAM WORK SHALL NOT OCCUR BETWEEN MARCH 1 AND JUNE 15.

WORK SHALL NOT OCCUR DURING HIGH FLOWS OR WET PERIODS.

6. ESTIMATED LENGTH OF CHANNEL BYPASS IS 145' FT. ACTUAL LOCATION TO

BE DETERMINED BY CONTRACTOR.

7. FINAL CHANNEL BYPASS AND EXCAVATION DE-WATERING METHODS,

MATERIALS, AND LOCATIONS SHALL BE SUBMITTED BY CONTRACTOR TO THE

C.O., AND APPROVED PRIOR TO CONSTRUCTION. IN ADDITION TO DIVERSION

ALTERNATIVES 1 AND 2, BYPASS MAY BE PUMPED.

8. THE LOCATION OF THE CHANNEL BYPASS SHALL MINIMIZE STREAM &

FLOODPLAIN VEGETATION DISTURBANCE.

9. BYPASS PIPE SHALL BE WATERPROOF WITH SEALED JOINTS, MAY BE OF

FLEXIBLE CORRUGATED PLASTIC OR OTHER SUITABLE CONDUIT MATERIAL,

AND SHALL RUN ABOVE GROUND WITH MINIMAL GROUND DISTURBANCE.

10. BACKFILL AS SHOWN IN SECTION A-A FOR EQUIPMENT CROSSING.

VARIATIONS TO CHANNEL BYPASS AND EXCAVATION DE-WATERING DETAILS

SHALL BE APPROVED BY C.O. IN THE FINAL DE-WATERING PLAN SUBMITTAL

AND SHALL BE SUBMITTED PRIOR TO THE POST AWARD MEETING.

11. CONTRACTOR SHALL SUBMIT AN EROSION CONTROL PLAN, TO THE C.O.

PRIOR TO THE PRE WORK MEETING FOR REVIEW AND APPROVAL.

12. CONTRACTOR SHALL MAKE ADJUSTMENTS TO EXCAVATION DE-WATERING

METHODS AS NEEDED TO ENSURE OPTIMUM BEDDING CONDITIONS PRIOR TO

PLACEMENT OF BEDDING.

13. CONTRACTOR SHALL USE EITHER SILT FENCE OR STRAW WATTLES BETWEEN

ALL STOCKPILED AREAS AND JACKSON CREEK AND ALONG JACKSON CREEK

WHERE GROUND DISTURBING ACTIVITIES TAKE PLACE.

14. LOCATIONS ABOVE ARE APPROXIMATE LOCATIONS FOR SILT FENCE AND

STRAW WATTLES. FINAL LOCATIONS FOR THESE ITEMS SHALL BE INCLUDED

IN EROSION CONTROL PLAN.

15. ALL EROSION CONTROL MEASURES SHALL BE INSPECTED DAILY AND

CLEANED/REPAIRED AS NECESSARY.

16. BOTTOM OF SILT FENCE SHALL BE KEYED INTO SOIL 6" AND BACKFILLED TO

KEEP IN PLACE. WATTLES SHALL BE KEYED IN USING WOOD STAKES OR

REBAR. REBAR SHALL BE REMOVED PRIOR TO FINAL INSPECTION.

17. CONTRACTOR SHALL PROMPTLY REMOVE ALL SILT FENCE FROM

GOVERNMENT PROPERTY ONCE VEGETATION IS ESTABLISHED.

18. CONTRACTOR SHALL REMOVE ALL STRAW WATTLES AT THE DISCRETION OF

THE C.O.

19. ALL DISTURBED AREAS SHALL BE GRADED BACK TO PRE-PROJECT

CONDITIONS.

N

CHANNEL

BYPASS,

APPROXIMATE

LOCATION

SILT FENCE,

APPROXIMATE

LOCATION

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STATION (FEET)

ALIGNMENT -ROAD 374 PROFILE

1+25 1+50 2+00 2+50 2+75

E L E

V A

T I O

N

F

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T

E L E

V A

T I O

N

F

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T

STATION (FEET)

ALIGNMENT -EXISTING CHANNEL CROSS SECTION PROFILE

0+20 0+50

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

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(R09)

EASTERN REGION

JACKSON CREEK-

FOREST ROAD 374

CROSSING

REPLACEMENT

CHEQUAMEGON-NICOLET

NATIONAL FOREST

GREAT DIVIDE RANGER

DISTRICT

GRADING NOTES

09/08/2019

FS090523_R102013_L1-002.dwg

J.STOGSDILL

J.STOGSDILL

P.HAMPSTON

C-05

008007

EXISTING ROAD SURFACE

STRUCTURE EXCAVATION

ITEM 209.01. SEE SHEET 5

FOR BEDDING AND BACKFILL

MATERIAL SPEC.

CRUSHED SURFACE

AGGREGATE

2%

1.50'

GRADING NOTES

1. FINISHED BACKFILL SURFACE SHALL PROVIDE MINIMUM 2.0' COVER OVER NEW CULVERT.

2. ROAD ALIGNMENT SHALL MATCH EXISTING.

3. FINISHED ROAD WIDTH SHALL MATCH EXISTING. THIS VARIES BETWEEN 22' AND 25'.

4. ALL BACKFILL, COMPACTION, AND AGGREGATE PLACEMENT SHALL BE ACCORDING TO FP-14

SPECIFICATIONS AND FOREST SERVICE SUPPLEMENTAL SPECIFICATIONS (FSSS) TO FP-14.

5. COMPACTION OF ALL BEDDING, BACKFILL, AND SURFACE AGGREGATE MATERIAL SHALL BE

TO METHOD 1 FSSS 209.10(a)(1).

6. 6" (COMPACTED DEPTH) SURFACE AGGREGATE SHALL BE PLACED BETWEEN STA 1+50 AND

2+25 AS NEEDED TO REPAIR DISTURBED ROAD SURFACE UPON COMPLETION. SURFACE

AGGREGATE SHALL BE FSSS 703-3 GRADE G, OR SIMILAR, FROM A COMMERCIAL SOURCE.

RIP RAP SHALL BE CONTRACTOR FURNISHED, COMMERCIAL SOURCE.

7. EXISTING GROUND SURFACE SHOWN IN CHANNEL CUT TYPICAL, BELOW, IS FROM ONE

REPRESENTATIVE LOCATION. SEE SHEET 7 FOR RANGE OF EXISTING LOW FLOW

ELEVATIONS. CUT VOLUME, 27 CY, IS INCLUDED IN ITEM 209.01.

ROAD 374 PROFILE

TYPICAL CHANNEL CUT

TYPICAL ROAD CROSS SECTION

RIP RAP PLACEMENT

C O

M P

A C

T E

D

D E

P T

H

COMPACTED

BACKFILL

RIP RAP

EXISTING

GROUND

SURFACE

FINISHED

GROUND

SURFACE

NEW

STRUCTURE

RIP RAP

M

I

N

M

I

N

A

A

RIP RAP PLACEMENT

SECTION A-A

5'-6'

EXISTING

GROUND

SURFACE

LOW FLOW

CHANNEL

SHALL BE

CUT TO 495.53'

NEW

CHANNEL

CUT

GRADING LIMITS USED

IN QUANTITIES CALCULATION

1.5' MAX

NEW

STRUCTURE

FINISHED

BACKFILL

SURFACE

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ROADWAY

STRUCTURAL EXCAVATION

AREA

DE WATERING

DAM

F L O

W

T E

M P

O R

A R

Y

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O N

S T

R U

C T

I O

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D

I V

E R

S I O

N

DE WATERING

DAM

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

9/1 0/1

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W G;

(R09)

EASTERN REGION

JACKSON CREEK-

FOREST ROAD 374

CROSSING

REPLACEMENT

CHEQUAMEGON-NICOLET

NATIONAL FOREST

GREAT DIVIDE RANGER

DISTRICT

TURTLE EXCLUSION

FENCING NOTES

09/08/2019

FS090523_R102013_L1-002.dwg

J.STOGSDILL

J.STOGSDILL

P.HAMPSTON

C-06

008008

EXCLUSION FENCING NOTES

1. CONTRACTOR SHALL ISOLATE THE WORK AREA WITH

EXCLUSION FENCING TO PREVENT WOOD TURTLES

FROM FROM ENTERING THE WORK AREA.

2. FENCING MUST BE INSTALLED PRIOR TO ANY GROUND

DISTURBING ACTIVITY.

3. FENCE STAKES SHALL BE PLACED ON THE

CONSTRUCTION SIDE OF THE FENCE TO PREVENT

ANIMALS FROM USING THE STAKES TO MANEUVER

OVER THE FENCING AND INTO THE WORK AREA.

4. ANY STREAM BYPASS IMPLEMENTS WHICH COULD

ALLOW ANIMALS TO MANEUVER INTO THE WORK AREA

SHALL BE BLOCKED BY EXCLUSION FENCING.

5. TURN-AROUNDS SHALL BE INSTALLED AT THE ENDS TO

REDIRECT ANIMALS AWAY FROM OPENINGS.

6. FENCES SHALL BE INSPECTED TWICE WEEKLY ON

NON-CONSECUTIVE DAY, AND AFTER ANY SIGNIFICANT

RAIN EVENT. DAMAGES SHALL BE REPAIRED

IMMEDIATELY.

7. THE NON CONSTRUCTION SIDE OF THE FENCE SHALL

BE KEPT FREE OF VEGETATION WHICH COULD ALLOW

ANIMALS TO MANEUVER OVER THE FENCING.

8. FENCES SHALL BE MAINTAINED UNTIL CONSTRUCTION

IS COMPLETED.

EXCLUSION FENCING PROFILE

GROUND

SURFACE

FENCE TURN-AROUND DETAIL

M

I N

M

I N

FENCING

FENCING

CLEARED

AREA

EXCLUSION FENCING PLAN

FENCE

TURN-AROUND

EXCLUSION

FENCING

FENCE

SHALL BE SECURED

AROUND BYPASS

MATERIALS TO BLOCK

ANIMAL ACCESS

AREA OF DISTURBANCE

CREEK

STAKE

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