EddiesCk_Final_20220412.pdf

PDF 5 MB Posted Aug 17, 2022

Attached to: Eddies Creek FR184 AOP Federal contract opportunity
Solicitation number: 12363N22Q4089
Issued by: Department of Agriculture Forest Service

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FOREST LOCATION

VICINITY MAP

SHEET OF

United States Department of Agriculture

Forest Service

01 10

TRAVEL DIRECTIONS:

FROM GREAT DIVIDE RANGER DISTRICT OFFICE (22223 WI-13 TRUNK, GLIDDEN, WI 54527). FROM THE

GREAT DIVIDE RANGER STATION, 22223 STATE TRUNK HIGHWAY 13, HEAD NORTH ON STH 13 FOR

10.7 MILES. TURN WEST ONTO CONLEY ROAD, 5.2 MILES TO PROJECT SITE. ARRIVE AT LOCATION:

46.26587665131312, -90.78265746933062

GREAT DIVIDE RANGER DISTRICT OFFICE

22223 WI-13 TRUNK, GLIDDEN, WI 54527

RECOMMENDED BY:

APPROVED:

FOREST ENGINEER

DATE

DATEDISTRICT RANGER

4/1 1/2

2 2 2:

-E

-0

7\0 1P

W G;

WISCONSIN STATE

ASHLAND COUNTY

(R09) EASTERN REGION

CHEQUAMEGON NICOLET NATIONAL FOREST

GREAT DIVIDE RANGER DISTRICT

INDEX OF SHEETS

SHEET SHEET TITLE

G-01 COVERSHEET

G-02 SCHEDULE OF ITEMS

G-03 GENERAL NOTES

G-04 VICINITY MAP AND TRAFFIC CONTROL

V-01 CONTROL POINT INFORMATION

C-01 ROAD PLAN AND PROFILE

C-02 STREAM PLAN AND PROFILE

C-03 TYPICAL EARTHWORK CROSS SECTIONS

C-04 TYPICAL ROADWAY AND HEADWALL DETAILS

C-05 TRAFFIC CONTROL REQUIREMENTS

EDDIES CREEK @ FR 184 CULVERT REPLACEMENT

PROJECT

DESIGN DATA:

THIS STRUCTURE TO BE DESIGNED FOR HL-93 LOADING IN ACCORDANCE WITH

AASHTO LFRD BRIDGE DESIGN SPECIFICATIONS 9TH EDITION WITH CURRENT

INTERIMS.

THE DESIGN DATA ARE AS FOLLOWS:

- BEARING PRESSURE WITH 1.5' FOUNDATION FILL: 2000 PSF

- ROADWAY DESIGN SPEED: 45 MPH

GEOTECHNICAL REPORT:

A GEOTECHNICAL REPORT IS AVAILABLE FROM THE CO.

HYDROLOGY AND HYDRAULICS:

THESE STRUCTURES ARE DESIGNED TO PASS THE 100-YEAR FREQUENCY FLOOD.

Q2 = 21.7 CFS Q100 = 88.5 CFS

ALL FILL, EMBANKMENT, STREAMBED AND ROCK QUANTITIES ARE "IN-PLACE"

QUANTITIES, NOT SWELLED/LOOSE VOLUME.

ALL ITEMS INCLUDE ASSOCIATED LABOR, MATERIALS, EQUIPMENT, OVERHEAD AND

PROFIT TO COMPLETE THE WORK IDENTIFIED.

SCHEDULE OF ITEMS

ITEM No. ITEM DESCRIPTION UNIT QTY

15101 MOBILIZATION LUMP SUM 1 INCLUDES MOVING OF PERSONNEL, EQUIPMENT, MATERIAL AND INCIDENTALS TO THE

PROJECT AND PERFORMING WORK NECESSARY BEFORE BEGINNING OF WORK AT

THE PROJECT SITE. THIS WORK ALSO INCLUDES OBTAINING PERMITS, INSURANCE,

AND BONDS.

15201 CONSTRUCTION, SURVEY AND STAKING,

METHOD 1, TOLERANCE A

LUMP SUM 1 INCLUDES REFERENCE STAKING FOR CULVERT.

15713 SOIL EROSION & POLLUTION CONTROL LUMP SUM 1 INCLUDES DEVELOPMENT OF SOIL AND EROSION CONTROL PLAN, FURNISHING, HAULING, INSTALLATION, OPERATION, MAINTENANCE, & REMOVAL OF ALL EROSION &

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

15761 DEWATERING LUMP SUM 1 INCLUDES DEVELOPMENT OF DEWATERING PLAN, INSTALLATION, OPERATION, MAINTENANCE, & REMOVAL OF ALL DEWATERING IMPLEMENTS.

20101 CLEARING AND GRUBBING LUMP SUM 1 INCLUDES CLEARING AND GRUBBING WITHIN THE CLEARING LIMITS DESIGNATED ON

THE PLANS.

20301 REMOVAL OF STRUCTURE AND

OBSTRUCTIONS, REMOVE FROM PROJECT

LUMP SUM 1 INCLUDES REMOVAL AND DISPOSAL OF EXISTING CULVERTS OFF OF FEDERAL LANDS.

20415 EMBANKMENT CONSTRUCTUCTION,

METHOD A, TOLERANCE C

CUBIC YARD 150 INCLUDES FURNISHING, HAULING, PLACING, SLOPING, SHAPING, COMPACTING, AND

FINISHING EARTHEN MATERIAL. MATERIAL SHALL BE IN ACCORDANCE WITH FP-14

704.07.

20429 WASTE CUBIC YARD 50 INCLUDES REMOVAL AND DISPOSAL OF EXCESS UNSUITABLE MATERIAL OFF OF

FEDERAL LANDS.

20701 NONWOVEN GEOTEXTILE SQUARE YARD 220 INCLUDES FURNISHING AND INSTALLING GEOTEXTILE FOR FOUNDATION FILL.

20702 MIRAFI MIRAGRID 8XT GEOGRID OR

EQUIVALENT

SQUARE YARD 330 INCLUDES FURNISHING AND INSTALLING GEOGRID FOR FOUNDATION FILL.

20801 STRUCTURE EXCAVATION CUBIC YARD 280 INCLUDES ALL EXCAVATION. BACKFILL IS INCIDENTAL TO THIS ITEM. EXCAVATION

VOLUME IS 280 C.Y. AND BACKFILL IS 200 C.Y. (COMMERCIAL SOURCE) SHALL BE FP-14

704.04.

20802 FOUNDATION FILL CUBIC YARD 140 INCLUDES FURNISHING, HAULING, PLACING, AND COMPACTING FOUNDATION FILL.

FURNISHED FOUNDATION FILL MATERIAL SHALL BE GRADATION A-1a AND INSTALLED

AS INDICATED ON THE PLANS, SHEET C-04.

20803 STRUCTURAL BACKFILL CUBIC YARD 90 INCLUDES FURNISHING, HAULING, PLACING AND COMPACTION OF BACKFILL

MATERIAL (COMMERCIAL SOURCE) SHALL BE FP-14 704.04.

25101 PLACED RIPRAP, CLASS 3 CUBIC YARD 40 INCLUDES FURNISHING, HAULING AND PLACEMENT ON WINGWALLS CORNERS AS

INDICATED BY CO. MATERIAL SHALL BE RIP RAP CLASS 3 (COMMERCIAL SOURCE).

25101 PLACED RIPRAP, CLASS 5 CUBIC YARD 100 INCLUDES FURNISHING, HAULING AND PLACEMENT AS INDICATED ON THE PLANS. SEE

C-04. MATERIAL SHALL BE RIP RAP CLASS 5 (COMMERCIAL SOURCE).

30113 SURFACE AGGREGATE, GRADE G, OR

WIS-DOT EQUIVALENT WITH CO APPROVAL,

COMPACTION METHOD B

CUBIC YARD 130 INCLUDES ROAD SURFACE AGGREGATE MATERIAL AND PLACEMENT. MATERIALSHALL BE FSSS 703-3 GRADE G. COMPACTION METHOD FSSS 209.10 (a) (1).

60205 7'9" X 6' X 36' ALUMINUM STRUCTURAL

PLATE ARCH PIPE

LINEAR FOOT 36 INCLUDES FURNISHING, OFF LOADING, ASSEMBLY, INSTALLATION, ALL

APPURTENANCES.

60306 ALUMINUM STRUCTURAL PLATE HEAD

WALLS AND WINGWALLS

LUMP SUM 1 INCLUDES FURNISHING, OFF LOADING, ASSEMBLY, INSTALLATION, ALL END

SECTIONS.

62552 SEEDING AND MULCHING, DRY METHOD LUMP SUM 1 INCLUDES SURFACE PREPARATION VIA EQUIPMENT SCARIFICATION, HAND

BROADCAST CONTRACTOR FURNISHED SEED, HAND BROADCAST CONTRACTOR

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

63307 OBJECT MARKERS, TYPE III EACH 4 INCLUDES FURNISHING ALL MATERIALS, AND INSTALLATION. LOCATION AS DIRECTED

BY THE CO.

63501 TEMPORARY TRAFFIC CONTROL LUMP SUM 1 INCLUDES INSTALLATION, MAINTENANCE AND REMOVAL OF ROAD CLOSURE DEVICES.

ALSO INCLUDES PREPARATION, SUBMITTAL AND IMPLEMENTATION OF TRAFFIC

CONTROL PLAN.

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

4/1 1/2

2 2 2:

LA C

:\U

-E

-0

7\0 1P

W G

(R09)

EASTERN REGION

EDDIES CREEK @

FR 184 CULVERT

REPLACEMENT

PROJECT

CHEQUAMEGON NICOLET

NATIONAL FOREST

GREAT DIVIDE RANGER DISTRICT

SCHEDULE OF ITEMS

04/11/2022 -

C.GÓMEZ

P.LANE

G-02 02 10

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1.GENERAL NOTES:

1.1. ALL MATERIALS AND CONSTRUCTION SHALL CONFORM TO THE FOLLOWING SPECIFICATIONS: -

1.1.1. STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY

PROJECTS,

1.1.2. FP-14 US CUSTOMARY UNITS, AND ITS LATEST REVISIONS. -

1.1.3. FOREST SERVICE SUPPLEMENTAL SPECIFICATIONS - THE SPECIFICATIONS IDENTIFIED IN THIS CONTRACT

WERE PREPARED BY THE FOREST SERVICE AND ARE A SUPPLEMENT TO/OR CHANGE THE FHWA

SPECIFICATIONS.

1.2. THERE ARE NO KNOWN UTILITIES ON SITE.THE CONTRACTOR IS RESPONSIBLE FOR REQUESTING AN UTILITY

LOCATE.

1.3.CONTRACTOR SHALL SUBMIT A SAFETY PLAN AND HAZARDOUS SPILL PLAN TO THE CO PRIOR TO THE

PRE-CONSTRUCTION MEETING.

1.4. WORK HOURS ARE FROM 6 A.M. TO 6 P.M. MONDAY THROUGH FRIDAY NOT INCLUDING WEEKENDS AND FEDERAL

HOLIDAYS.

1.5. THE HORIZONTAL POSITIONS AND DATUM ARE BASED ON A LOCAL COORDINATE SYSTEM.

1.6.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.

2.CONSTRUCTION NOTES:

2.1.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.

2.2.ALL IN-STREAM WORK TO BE PERFORMED SHALL NOT TAKE PLACE BETWEEN MARCH 1ST TO JUNE 15TH. WORK

SHALL NOT OCCUR DURING HIGH FLOWS OR DURING WET PERIODS.

2.3.THE CONTRACTOR SHALL NOT DAMAGE THE ROADS OR NATIONAL FOREST RESOURCES. THE CONTRACTOR IS RESPONSIBLE FOR SAFE USE OF ROADS BY THE CONTRACTOR'S PERSONNEL. TRAFFIC SAFETY MUST BE ASSURED ON ROADS AFFECTED BY CONSTRUCTION. SEE SPECIFICATION FOR SIGNAGE AND ROAD CLOSURE

REQUIREMENTS.

2.4.NO MATERIAL SHOULD BE STOCKPILED OFF OF ROAD SURFACE TO PROTECT WETLANDS IN THE AREA.

2.5.NO BACKFILL SHALL BE PLACED AGAINST ANY STRUCTURAL ELEMENTS UNTIL THE WORK HAS BEEN APPROVED

BY THE CONTRACTING OFFICER.

2.6.IMPROPER BACKFILL THAT RESULTS IN DAMAGE TO THE PIPE STRUCTURE, THE PIPE STRUCTURE SHALL BE

REPAIRED AT THE CONTRACTOR'S EXPENSE.

2.7.EXCAVATION REQUIRED FOR PLACEMENT OF RIPRAP SHALL BE CONSIDERED INCIDENTAL TO THE PLACEMENT OF

RIPRAP (251 PAY ITEMS).

2.8.SUBMIT AN EXCAVATION PLAN FOR APPROVAL 30 DAYS PRIOR TO BEGINNING WORK ONSITE. THE EXCAVATION

PLAN IS INCIDENTAL TO WORK ITEMS IN THE SCHEDULE OF ITEMS.

2.9.THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING THE CONSTRUCTION SITE AND SHALL SUBMIT A

DE-WATERING AND SEDIMENT CONTROL PLAN COVERING ALL PHASES OF CONSTRUCTION. THE CONTRACTOR SHALL DETERMINE THE DEWATERING METHOD, PROVIDE CALCULATIONS, AND LAYOUT SKETCH WITH ALL PERTINENT INFORMATION FOR REVIEW AND APPROVAL FROM THE CONTRACTING OFFICER 14 CALENDAR DAYS

PRIOR TO THE START OF WORK.

3.REMOVAL NOTES:

3.1.CONTRACTOR SHALL REMOVE AND LEGALLY DISPOSE OF THE EXISTING CULVERT OFF OF FOREST SERVICE

LANDS. ALL COSTS ASSOCIATED WITH THE REMOVAL AND DISPOSAL OF THE EXISTING STRUCTURE SHALL BE

PAID FOR UNDER PAY ITEM 20301, "REMOVAL OF STRUCTURES AND OBSTRUCTIONS".

4.STRUCTURE NOTES:

4.1.STRUCTURE SHALL MEET HL-93 LOADING REQUIREMENTS.

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

4.3.STRUCTURE SHALL BE OFFLOADED, ASSEMBLED, INSTALLED, AND BACKFILLED ACCORDING TO

MANUFACTURER'S RECOMMENDATIONS.

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

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

4.6.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.

4.7.CONTRACTOR SHALL MAKE ADJUSTMENTS TO EXCAVATION DE-WATERING METHODS AS NEEDED TO ENSURE

OPTIMUM BEDDING CONDITIONS PRIOR TO PLACEMENT OF BEDDING

5.SEDIMENT AND EROSION CONTROL NOTES:

5.1.THIRTY (30) DAYS PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT AN EROSION CONTROL AND SEDIMENT CONTROL PLAN WITH A SCHEDULE OF CONSTRUCTION ACTIVITIES. THE PLAN SHALL BE

SPECIFIC AND SHALL BE PAID FOR UNDER PAY ITEM 15713, "SOIL EROSION AND POLLUTION CONTROL".

5.2.ALL ITEMS SPECIFIED IN THE EROSION CONTROL PLAN, BUT NOT INCLUDED AS A SEPARATE PAY ITEM, SHALL BE

PAID FOR UNDER PAY ITEM 15713, "SOIL EROSION AND POLLUTION CONTROL".

5.3.THE CONTRACTOR SHALL APPLY TEMPORARY AND/OR PERMANENT SOIL STABILIZATION MEASURES IMMEDIATELY

ON ALL DISTURBED AREAS WHERE WORK IS DELAYED OR COMPLETED.

5.4.ALL STREAMBANKS SHALL BE IMMEDIATELY STABILIZED AFTER DISTURBANCE.

5.5.ALL EARTH STOCKPILES SHALL BE PROTECTED BY SILT FENCE OR CERTIFIED WEED-FREE STRAW WADDLES

ALONG THE PERIMETER OF THE STOCKPILE.

5.6.EROSION CONTROL DEVICES SHALL BE PERIODICALLY INSPECTED, DAILY OR AFTER ANY RAINFALL EVENT, TO

INSURE THAT THEY ARE IN GOOD WORK CONDITION, AND TO REMOVE ANY EXCESS BUILD UP OF SILT AND OTHER

DEBRIS.

5.7.UPON THE COMPLETION AND ACCEPTANCE OF PERMANENT EROSION CONTROL WORK, ALL TEMPORARY EROSION CONTROL DEVICES SHALL BE REMOVED AND DISPOSED OFF FOREST SERVICE LANDS BY THE

CONTRACTOR. THIS WORK SHALL BE CONSIDERED INCIDENTAL TO THE COST TO INSTALL.

6.SILT FENCE FOR AMPHIBIAN AND REPTILE EXCLUSION FENCING

6.1. SILT FENCE INSTALLATION MUST FOLLOW THE AMPHIBIAN AND REPTILE EXCLUSION FENCING PROTOCOLS, WISCONSIN DEPARTMENT OF NATURAL RESOURCES, ENDANGERED RESOURCES REVIEW PROGRAM.

10' MIN.

SILT FENCE POST

OPENING

FILTER FABRIC MATERIAL

" M

4" M

USE STITCHED LOOPS

OVER 2" X 2" POSTS

PLAN VIEW - FENCE TURN AROUND

NOT TO SCALE

SIDE VIEW

NOT TO SCALE

TYPICAL DETAIL SILT FENCE

NOT TO SCALE

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

4/1 1/2

2 2 2:

LA C

:\U

-E

-0

7\0 1P

W G

(R09)

EASTERN REGION

EDDIES CREEK @

FR 184 CULVERT

REPLACEMENT

PROJECT

CHEQUAMEGON NICOLET

NATIONAL FOREST

GREAT DIVIDE RANGER DISTRICT

GENERAL NOTES

04/11/2022 -

C.GÓMEZ

P.LANE

G-03 03 10

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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

4/1 1/2

2 2 2:

LA C

:\U

-E

-0

7\0 1P

W G

(R09)

EASTERN REGION

EDDIES CREEK @

FR 184 CULVERT

REPLACEMENT

PROJECT

CHEQUAMEGON NICOLET

NATIONAL FOREST

GREAT DIVIDE RANGER DISTRICT

VICINITY MAP AND

TRAFFIC CONTROL

04/11/2022 -

C.GÓMEZ

P.LANE

G-04 04 10

PROJECT LOCATION

A B

NOTES:

1. A AND B REFER TO SPECIFIC SIGN DETAILS. SEE SHEET C-05.

2.TRAFFIC CONTROL PLAN SHALL BE SUBMITTED TO THE CO FOR

APPROVAL.

3.NATIONAL FOREST SYSTEM ROAD 184, MAY BE CLOSED DURING

CONSTRUCTION. COORDINATE THE CLOSURE WITH THE CO AT

LEAST 14 DAYS IN ADVANCE (SEE FOREST SERVICE SUPPLEMENTAL

SPECIFICATION 156).

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0+00

0+50

1+00

1+502+00

2+50

3+00

3+50

3+87

3+ 00 3+ 50 4+

00 4+

52SURFACE AGGREGATE ENDS

FR184 STA: 3+40.00

(PAY ITEM 30113)

SURFACE AGGREGATE BEGINS

FR184 STA: 1+70

(PAY ITEM 30113)

℄ FR184 STA: 2+54

℄ EDDIES CREEK STA: 2+48

NORTHING: 9582.75

EASTING: 4955.87

N: 9208.46 E: 5020.36

ELEV: 108.63

N: 9505.70 E: 4943.44

ELEV: 103.92

N: 10000.02 E: 5000.10

ELEV: 105.12

APPROXIMATE WETLAND LIMITS

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

4/1 1/2

2 2 2:

LA C

:\U

-E

-0

7\0 1P

5.D W

(R09)

EASTERN REGION

EDDIES CREEK

CULVERT

REPLACEMENT

CHEQUAMEGON-NICOLET

NATIONAL FOREST

GREAT DIVIDE RANGER DISTRICT

CONTROL POINT

INFORMATION

03/01/2022 -

C.GÓMEZ

P.LANE

V-01 05 10

00 60' 120'

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1+50

2+00

2+50

3+ 00 3+

SURFACE AGGREGATE ENDS

FR184 STA: 3+40.00

(PAY ITEM 30113)

SURFACE AGGREGATE BEGINS

FR184 STA: 1+70

(PAY ITEM 30113)

℄ FR184 STA: 2+54

℄ EDDIES CREEK STA: 2+48

NORTHING: 9582.75

EASTING: 4955.87

.5'

N: 9505.70 E: 4943.44

ELEV: 103.92

SEEDING AND MULCHING

(PAY ITEM 62552)

SEDIMENT AND EROSION CONTROL LIMITS

N (F

STATION (FEET)

FR184 PROFILE

PVI STA: 2+53.71

PVI ELEV: 107.41

K: 4.22

LVC: 50.00

: 2

+2 8.7

5.9

: 2

+7 8.7

5.9

1HP STA: 2+53.33

HP ELEV: 106.67

: 2

+7 8.7

5.9

: 3

+2 8.7

4.3

PVI STA: 3+03.72

PVI ELEV: 104.40

K: 8.61

LVC: 50.00

: 1

+7 8.7

4.4

: 2

+2 8.7

5.9

PVI STA: 2+03.71

PVI ELEV: 104.49

K: 8.73

LVC: 50.00

: 1

.45

: 1

.47

: 1

.46

: 1

.48

: 1

.47

: 1

.49

: 1

.55

2+00

: 1

.49

: 1

.75

: 1

.49

: 1

.06

: 1

.48

: 1

.49

: 1

.47

: 1

.02

: 1

.46

: 1

.46

2+50

: 1

.67

: 1

.66

: 1

.75

: 1

.62

: 1

.69

: 1

.34

: 1

.59

: 1

.83

: 1

.50

: 1

.30

3+00

: 1

.42

: 1

.89

: 1

.37

: 1

.59

: 1

.34

: 1

.41

: 1

.33

: 1

.35

: 1

.33

: 1

.33

-6.01% -0.20%0.10%

5.83%

STA 2+54

ELEV 98.17

7'9" X 6'0"

STRUCTURAL PLATE

ARCH PIPE CULVERTEXISTING STRUCTURE

FINISHED ℄ SURFACE

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

4/1 1/2

2 2 2:

LA C

:\U

-E

-0

7\0 1P

5.D W

(R09)

EASTERN REGION

EDDIES CREEK

CULVERT

REPLACEMENT

CHEQUAMEGON-NICOLET

NATIONAL FOREST

GREAT DIVIDE RANGER DISTRICT

ROAD PLAN AND

PROFILE

03/01/2022 -

C.GÓMEZ

P.LANE

C-01 06 10

00 10' 20'

EXISTING WETLAND AREA

NEW AREA OF WETLAND DISTURBANCE

APROX. 1800 SQFT

CENTERLINE STATION COORDINATES

STATION NORTHING EASTING

0+00.00 9,836.1445' 4,958.8632'

0+50.00 9,786.2297' 4,955.9466'

1+00.00 9,736.2896' 4,953.5036'

1+50.00 9,686.3258' 4,951.7810'

2+00.00 9,636.3389' 4,952.9028'

2+50.00 9,586.4292' 4,955.4099'

3+00.00 9,536.8320' 4,961.7412'

3+50.00 9,487.5728' 4,970.1863'

4+00.00 9,438.7079' 4,980.7606'

4+50.00 9,390.3056' 4,993.2796'

4+52.36 9,388.0244' 4,993.8844'

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2+0

2+50

℄ FR184 STA: 2+54

℄ EDDIES CREEK STA: 2+48

NORTHING: 9582.75

EASTING: 4955.87

EXISTING STRUCTURE

REMOVE AND DISPOSE

(PAY ITEM 20301)

NEW STRUCTURE

7'9" X 6' X 36' ALUMINUM

STRUCTURAL PLATE ARCH PIPE

(PAY ITEM 60302)

OBJECT MARKER

(PAY ITEM 63307)

HEAD WALL

(PAY ITEM 60306)

HEAD WALL

(PAY ITEM 60306)

OBJECT MARKER

(PAY ITEM 63307)

INVERT

N:9582.047 E: 4937.915

INVERT

N:9583.747 E: 4973.874

N (F

STATION (FEET)

EDDIES CREEK PROFILE

2+002+503+00

STA 2+65.50

ELEV 98.17

STA 2+29.50

ELEV 98.17

PROPOSED STRUCTURE

7'9" X 6' X 36' ALUMINUM STRUCTURAL

PLATE ARCH PIPE WITH HEAD WALL

NEW ROAD SURFACE

EXISTING STRUCTURE

REMOVE AND DISPOSE

FOUNDATION FILL

SEE C-03

42'

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

4/1 1/2

2 2 2:

LA C

:\U

-E

-0

7\0 1P

5.D W

(R09)

EASTERN REGION

EDDIES CREEK

CULVERT

REPLACEMENT

CHEQUAMEGON-NICOLET

NATIONAL FOREST

GREAT DIVIDE RANGER DISTRICT

STREAM PLAN AND

PROFILE

04/11/2022 -

C.GÓMEZ

P.LANE

C-02 07 10

00 10' 20'

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LEGEND:

STRUCTURE EXCAVATION

(PAY ITEM 20801)

STRUCTURAL BACKFILL

(PAY ITEM 20803)

FOUNDATION FILL

(PAY ITEM 20802)

ROAD EMBANKMENT

(PAY ITEM 20401)

TYPICAL EARTHWORK CROSS SECTION

NTS

NOTES:

1. VERTICAL STRUCTURAL EXCAVATION SLOPES WERE USED TO ESTABLISH THE QUANTITY FOR

PAYMENT. ACTUAL SLOPES MAY BE FLATTER, BUT NO ADJUSTMENT IN CONTRACT PRICE WILL

BE MADE.

2.BENCH INTO EXISTING SLOPES AS REQUIRED BY OSHA TO PROVIDE ADEQUATE WIDTH FOR

COMPACTION EQUIPMENT. THE COST FOR BENCHING IS INCIDENTAL TO ITEM 20801.

3.FOUNDATION FILL SHALL BE COMPLETELY ENVELOPED IN GEO TEXTILE. GEO TEXTILE SHALL BE CLASS 1 TYPE A, B, OR C NONWOVEN SEPARATION GEOTEXTILE FABRIC AS PER FP-14 SECTION 714.01(A).

4.GEOGRID TO BE MIRAFI MIRAGRID 8XT GEOGRID OR EQUIVALENT, WIDTH BEING FOUNDATION

WIDTH PLUS 3 FEET ON EACH SIDE, STRETCH AND STAKE ON EACH SIDE FOR TENSION.

5.STRUCTURAL BACKFILL SHALL MEET SECTION 704.04 GRADATION AND COMPACTED IN

ACCORDANCE WITH FSSS 209.10.

TYPICAL BANK RECONSTRUCTION (PAY ITEM 25101)

N.T.S.

FLOODPLAIN

2'-0

(TYP.)

6' (TYP.)

(BANKFULL WIDTH)

2'- 0"

1'-

2.5 ' (T

EXISTING NATIVE STREAMBED

MATERIAL

EXISTING GROUND /

CHANNEL

PLACE MIXTURE OF RIPRAP CLASS

03 AS BANK LINES, IN-FILL ANNULAR

VOIDS WITH SMALLER MATERIAL

(PAY ITEM 25101)

TIE INTO EXISTING BANKS

BANK CONSTRUCTION

SEE C-02 FOR LIMITS

INSTALL 2 LAYERS OF CLASS 5

AS PER FSSS208.08(d)

(PAY ITEM 20808)

PLACE 1.00' OF A-1A COMPACTION 207 AND FSSS204.11(b) PLACE 1.25' OF A-1a AS PER FP-14 SECTION 207 AND FSSS204.11(a)2 PLACE 1.25' OF A-1a AS PER FP-14 SECTION 207 AND FSSS204.11(a)2 PLACE 1.50' OF A-1a AS PER FP-14 SECTION 207 AND FSSS204.11(a)2 PLACE 1.50' OF A-1a AS PER FP-14 SECTION 207 AND FSSS204.11(a)2FULL FILTER FABRIC WRAP

SEE NOTE 3

(PAY ITEM 20701)

PLACE FIRST LAYER OF

GEOGRID AT ELEVATION 92.66'

SEE NOTE 4

(PAY ITEM 20702)

3.0' 3.0'

2.5 0'

FINISHED AGGREGATE SURFACE

EXCAVATION LIMITS PER OSHA REQUIREMENTS

(SEE NOTE 2)

TYPICAL STRUCTURE EXCAVATION LIMITS

TYPICAL STRUCTURE BACKFILL LIMITS

EXISTING STRUCTURE 48" CMP

NEW STRUCTURE

7'9"X6' STRUCTURAL PLATE ARCH

UNSTABLE MATERIAL

ELEV: 92.66'

EXISTING AGGREGATE SURFACE

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

4/1 1/2

2 2 2:

LA C

:\U

-E

-0

7\0 1P

W G

(R09)

EASTERN REGION

EDDIES CREEK @

FR 184 CULVERT

REPLACEMENT

PROJECT

CHEQUAMEGON NICOLET

NATIONAL FOREST

GREAT DIVIDE RANGER DISTRICT

TYPICAL EARTHWORK

CROSS SECTIONS

04/11/2022 -

C.LUNDENGREEN

C.GÓMEZ

P.LANE

C-03 08 10

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24.5'

10" COMPACTED AGGREGATE

SURFACE COURSE, GRADE G

2% 2%

TYPICAL ROADWAY CROSS SECTION

NTS

10' MAX. 10' MAX.

LIM

S CL

LIM

5.75'

RECOVERY

ZONE

24.5'

TRAVELED WAY

5.75'

RECOVERY

ZONE

8% MAX8% MAX

STRUCTURAL

BACKFILL HEADWALLS

10" COMPACTED AGGREGATE

SURFACE COURSE, GRADE G

(PAY ITEM 30113)

2% 2%

TYPICAL ROAD OVER STRUCTURE

NTS

STRUCTURE

FLOW 2+

2+50

45°

4.7 5'

13.50'

4.75'45

4.75'

13.50'

4.7 5'

N: 9571.79 E: 9571.79

N: 9573.81 E: 9573.81

N: 9594.00 E: 9594.00N: 9591.95

E: 9591.95

℄ FR184

CLASS 3 RIPRAP PLACE

AS DIRECTED BY CO

(TYP). WRAP AROUND

EACH WINGWALL END

TO CATCH FILL SLOPE.

RIP RAP SHOWN NOT TO

SCALE. 10 CU YD EACH

CORNER OF WINGWALL.

(PAY ITEM 25101)

9.5 0'

13.50'

ELEV: 105.67'

TYPICAL HEADWALL INLET/OUTLET VIEW

NTS

ELEV: 96.17'

ELEV: .102.50'

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

4/1 1/2

2 2 2:

LA C

:\U

-E

-0

7\0 1P

W G

(R09)

EASTERN REGION

EDDIES CREEK @

FR 184 CULVERT

REPLACEMENT

PROJECT

CHEQUAMEGON NICOLET

NATIONAL FOREST

GREAT DIVIDE RANGER DISTRICT

TYPICAL ROADWAY AND

HEADWALL DETAILS

04/11/2022 -

C.GÓMEZ

P.LANE

C-04 09 10

HEADWALL NOTES:

1.FOR HEADWALL COORDINATES SEE C-02.

2.DIMENSIONS SHOWN ARE MINIMUM REQUIREMENTS. FINAL DIMENSIONS TO BE

DETERMINATE BY MANUFACTURER.MAINTAIN ALL ANGLES SPECIFIED.

3.ELEVATION OF BOTTOM OF WING WALLS TO BE 2 FEET BELOW CULVERT INVERT,

OR AS DESIGNED BY MANUFACTURER.

4.VERTICAL HEADWALL AND WINGWALLS TO BE ALUMINUM AND BE "PICKLED" OR

OTHERWISE HAVE THE SURFACE DULLED.

ROADWAY SECTION NOTES:

1. ALL EXCAVATED BOULDERS SHALL BE PLACED AS DESIGNATED BY THE CONTRACTING OFFICER.

2. ALL AGGREGATE DEPTH SHOWN ARE COMPACTED DEPTHS. THE AGGREGATE SURFACE COURSE

SHALL BE COMPACTED USING METHOD B.

3. SURFACE AGGREGATE, GRADE G, OR WIS-DOT EQUIVALENT WITH CO APPROVAL.

4. NEATLY PLACE ANY EXCAVATED ROCK TO ARMOR FILL SLOPES FROM EROSION AS DIRECTED.

5. WHERE NO DITCH IS INDICATED ON THE PLAN AND PROFILE DRAWINGS, ENSURE THAT WATER

WILL NOT POND ALONG THE EDGE OF THE ROAD. GRADE EDGE OF SLOPE SO WATER WILL SHEET

FLOW ACROSS THE ROAD.

HEADWALL AND WINGWALLS PLAN

NTS

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NOTES :

1. ALL SIGN AND BARRICADE INSTALLATION SHALL MEET THE STANDARDS ESTABLISHED IN THE FEDERAL HIGHWAY

ADMINISTRATION'S "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD)", 2009 EDITION.

2. LETTERS ON SIGNS SHALL HAVE A MINIMUM HEIGHT OF 4" AND MINIMUM WIDTH OF 2".

3. WHERE TRAFFIC IS MAINTAINED THROUGH OR OVER ANY PART OF THE PROJECT, THE CONTRACTOR SHALL BE

REQUIRED TO MARK ALL HAZARDS WITHIN THE LIMITS OF THE PROJECT (INCLUDING CONNECTING ROADS) WITH

WELL-MAINTAINED SIGNS.

4. THE CONTRACTOR'S EQUIPMENT AND PARKING AREAS SHALL NOT INHIBIT THE VISIBILITY OF PROJECT SIGNS AND

BARRICADES.

5. LOCATION AND INSTALLATION OF ALL TRAFFIC SIGNS, TRAFFIC CONTROL, AND BARRICADES SHALL BE IN ACCORDANCE

WITH THE PLANS AND SPECIFICATIONS AND APPROVED BY THE CO.

6. ALL SIGNS AND BARRICADES SHALL CONSIST OF A SMOOTH, RETROREFLECTIVE SURFACE UNLESS OTHERWISE SPECIFIED ON THE PLANS. SIGNS SHALL HAVE A SCREEN PROCESSED BLACK LEGEND AND BORDER ON ORANGE

FLEXIBLE RETROREFLECTIVE SHEETING, NON-EXPOSED LENS BACKGROUND.

7. SIGN PANELS FURNISHED BY THE CONTRACTOR FOR USE ONLY DURING CONSTRUCTION SHALL BE FABRICATED FROM PLYWOOD, ALUMINUM, STEEL OR OTHER SUITABLE MATERIAL, BUT SHALL BE STABLE AND DURABLE ENOUGH TO MEET

OTHER REQUIREMENTS OF THIS CONTRACT.

8. ALL MATERIAL SHALL BE SOUND AND DURABLE. BARRICADES, SIGNS, SYMBOLS AND LETTERING SHALL BE OF GOOD

WORKMANSHIP. UNEVEN LETTERING SHALL NOT BE ACCEPTED.

9. ALTERNATE METHODS OF PROCESSING SIGNS OR THE SUBSTITUTION OF MATERIALS, SYMBOLS OR OTHER REFLECTING ELEMENTS SHALL BE PERMITTED ONLY AFTER APPROVAL OF SUCH METHODS OR MATERIALS BY THE CO

IN WRITING.

10. SIGNS AND BARRICADES USED AS TRAFFIC CONTROLS FOR HIGHWAY CONSTRUCTION SHALL NOT BE PAID FOR

SEPARATELY, BUT SHALL BE INCLUDED IN ITEM 63501.

11. ALL CONSTRUCTION TRAFFIC CONTROL SIGNING AND BARRICADES SHALL BE COMPLETED AND APPROVED PRIOR TO THE BEGINNING OF CONSTRUCTION, AND ITEM 15101 MOBILIZATION, SHALL NOT BE PAID UNTIL SIGNING IS APPROVED

BY THE CO.

12. SIGN PANELS SHALL BE ATTACHED TO POSTS WITH 3/8" Ø MACHINE BOLTS THROUGH 1/2" Ø HOLES. FIBER WASHERS SHALL BE PLACED BETWEEN THE BOLT HEAD AND THE FACE OF THE SIGN PANEL. 2" Ø GALVANIZED WASHERS SHALL

BE PLACED UNDER THE NUT ON THE BACK OF THE TIMBER POSTS.

13. SEE SHEET G-04 FOR APPROXIMATE SIGN LOCATIONS. FINAL LOCATIONS SHALL BE APPROVED BY THE CO.

14. ALL TRAFFIC CONTROL DEVICES SHALL FOLLOW THE GUIDELINES ESTABLISHED IN THE REFERENCE TITLED "QUALITY

GUIDELINES FOR WORK ZONE TRAFFIC CONTROL DEVICES" PUBLISHED BY THE ROADWAY SAFETY TRAINING INSTITUTE AND THE AMERICAN TRAFFIC SAFETY SERVICE ASSOCIATION AND BE IN ACCORDANCE WITH MUTCD.

(R11-2 INSTALLED ON A TYPE III BARRICADE.) LOCATE TYPE III

BARRICADES AS SHOWN OR AS DIRECTED BY THE CO.

CLOSED

ROAD

*THE CONTRACTOR SHALL ADJUST POST LENGTH AS REQUIRED TO OBTAIN

PROPER HEIGHT OF SIGN RELATIVE TO THE SURFACE OF THE ROAD.

3'-0

3'-0"

O F

BARRIER DETAILS: 2 BARRICADES PER CLOSURE LOCATION (PAY ITEM 63501)B

SIGN INSTALLATION: W20-1 (PAY ITEM 63501)A

OBJECT MARKER (PAY ITEM 63307)

THE CONTRACTOR SHALL ADJUST POST LENGTH AS REQUIRED TO OBTAIN

PROPER HEIGHT OF SIGN RELATIVE TO THE SURFACE OF THE ROAD.

AS REQUIRED

1'- 8"

6'-6" MAX

5'- 0"

6'-0"

'-3

5'- 0"

N 4'-

9" T

3'- 0"

1'-0"

2'-0"

2"9" 9"

3'- 0"

4'- 0"

3'- 0"

'-0

" M

RETROREFLECTORIZED FACE

SANDBAGS FOR

ADDED STABILITY

4" X 4" 12'-3" *

POST ROUGH SAWN

ROAD SURFACE (TYP.)

MUTCD

PANEL R11-2

EDGE OF ROAD 4"x4"x10'-0"

POST ROUGH SAWN

TOP OF

STRUCTURE

BEGIN/END

STRUCTURE

TOP OF 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

4/1 1/2

2 2 2:

LA C

:\U

-E

-0

7\0 1P

W G

(R09)

EASTERN REGION

EDDIES CREEK @

FR 184 CULVERT

REPLACEMENT

PROJECT

CHEQUAMEGON NICOLET

NATIONAL FOREST

GREAT DIVIDE RANGER DISTRICT

TRAFFIC CONTROL

REQUIREMENTS

04/11/2022 -

C.GÓMEZ

P.LANE

C-05 10 10

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Eddies_Details

Sheets and Views

Eddies_Details-G-01

OLE1

Eddies_Details-G-02

OLE1

Eddies_Details-G-03

OLE1

Eddies_Details-G-04

OLE1

EddiesCk_20220215

Sheets and Views

EddiesCk_20220215-V-01

OLE1

EddiesCk_20220215-C-01

OLE1

EddiesCk_20220215-C-02

OLE1

Eddies_Details

Sheets and Views

Eddies_Details-C-03

OLE1

Eddies_Details-C-04

OLE1

Eddies_Details-C-05

OLE1

	2022-07-20T11:13:56-0500
JUSTIN BLAKE

	2022-07-20T08:08:19-0500
Michael Martin

File details come from the government source that posted it. Updated Aug 17, 2022.