ChequamegonNursery16281Plans.pdf

PDF 8 MB Posted

Attached to
Chequamegon/Nicolet Nursery Bridge Federal contract opportunity
Solicitation number
12445523B0007
Issued by
Department of Agriculture Forest Service

About this file

Written by GovTribe AI ·

This document package includes construction plans and specifications for the replacement of the Nursery Bridge located on Nursery Road over the East Fork Chippewa River in Ashland County, Wisconsin. The project is solicited under solicitation number 12445523B0007 by the USDA Forest Service.

The existing bridge is a five-span timber structure that is 126.5 feet long and has a roadway width of 14.1 feet. It is currently posted for weight limits. The project will remove this structure and replace it with a new bridge consisting of glulam timber girders, a glulam timber deck, and a glulam timber railing. Construction plans provide design details, specifications, and erosion control measures. Bidders are invited to propose alternative superstructure, decking, and railing designs provided they meet the loading and geometric requirements.

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Other files for this federal contract opportunity

Other files attached to Chequamegon/Nicolet Nursery Bridge, newest first.
File Type Posted
12445523B0007 Amendment 0002.pdf PDF
PitLocationMap.JPG JPG image
Geotechnical Investigation Report - Proposed Nursery Bridge Replacement.pdf PDF
12445523B0007.pdf PDF
wi15.txt TXT text file
Specifications 02Nursery16281FSSS040114.doc DOC document
12445523B0007 CheqNic Nursery Bridge.docx DOCX document
12445523B0007 SF 1442.pdf PDF
01Nursery_162-8.1_SectionB.doc DOC document

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SHANAGOLDEN

CHIPPEWA

Nursery Road Bridge Site Location

COLEMAN ENGINEERING COMPANY

November, 2017

635 CIRCLE DRIVE - IRON MOUNTAIN, MICHIGAN 49801 (906) 774-3440

200 EAST AYER STREET - IRONWOOD, MICHIGAN 49938 (906) 932-5048

120 US HWY 41 E., STE B - NEGAUNEE, MICHIGAN 49866 (906) 475-7489

PROJECT LOCATION

PROJECT SITE

VICINITY MAP:

SHEET OF

United States Department of Agriculture Forest Service

C-01

INDEX OF SHEETS

SHEET SHEET TITLE DATE

C-01 COVER SHEET

C-02 NOTES AND LEGEND

C-03 - C-05 TYPICAL SECTIONS

C-06 - C-07 GUARDRAIL DETAILS

C-08 DETAILS

C-09 PLAN AND PROFILE

C-10 - C-16 CROSS SECTIONS

C-17 EROSION CONTROL

C-18 DETOUR PLAN

C-19 DETOUR SIGN SHEET

S1 GENERAL PLAN

S2 TYPICAL SECTION AND DESIGN DATA

S3 QUANTITIES AND NOTES

S4 SUBSURFACE EXPLORATION

S5 SOUTH ABUTMENT

S6 SOUTH ABUTMENT DETAILS

S7 NORTH ABUTMENT

S8 NORTH ABUTMENT DETAILS

S9 ABUTMENT BILL OF BARS

S10 PIER 1

S11 PIER 2

S12 SUPERSTRUCTURE

S13 SUPERSTRUCTURE DETAILS

S14 BEARING DETAILS

S15 GLULAM TIMBER RAILING DETAILS

C-19

TRAVEL NORTH ALONG STH 13 FROM THE INSTERSECTION OF

STH 13 AND CTH F IN THE VILLAGE OF BUTTERNUT FOR

APPROXIMATELY 0.8 MILES. TURN LEFT ONTO BEAR LAKE

ROAD AND TRAVEL WEST APPROXIMATELY 9 MILES. TURN

LEFT ONTO BEAR LAKE ROAD (FH 163) AND TRAVEL

SOUTHWEST FOR APPROXIMATELY 5 MILES. TURN RIGHT

ONTO NURSERY ROAD (FH 162) AND TRAVEL NORTH

APPROXIMATELY 0.5 MILE TO THE NURSERY ROAD ROAD

BRIDGE.

RECOMMENDED BY:

APPROVED:

DISTRICT RANGER

FOREST ENGINEER DATE

DATE

REGIONAL DIRECTOR OF ENGINEERING

DATE

FOREST SUPERVISOR DATE

REGIONAL BRIDGE PROGRAM MANAGER

DATE

/31

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(R9) REGION NINE

CHEQUAMEGON-NICOLET NATIONAL FOREST

ASHLAND COUNTY

WISCONSIN

NURSERY ROAD (FR162) OVER EAST

FORK CHIPPEWA RIVER

STRUCTURE NUMBER: 162-8.1

NOT TO SCALE

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ABBREVIATIONS

EXISTING FIRE HYDRANT

EXISTING WATER VALVE

EXISTING WATER SHUT-OFF

EXISTING POWER POLE OR PP W/LIGHT

UTILITY POLE GUY

EXISTING ROAD SIGN

SURVEY CONTROL POINT

TREE DECIDUOUS OR CONIFEROUS

EXISTING STORM SEWER

EXISTING WATER MAIN

EXISTING ROAD CENTERLINE

EXISTING FENCE

EXISTING MAILBOX

EXISTING TREE LINE

EXISTING UTILITY PEDESTAL

EXISTING ELECTRICAL MANHOLE

EXISTING TELEPHONE POLE

EXISTING GAS MANHOLE

EXISTING LIGHT POLE OR POLE W/ARM

EXISTING IRON PIN

EXISTING FLAG POLE

EXISTING UNDERGROUND ELECTRIC

EXISTING SANITARY SEWER

PROPOSED SANITARY MANHOLE

PROPOSED SANITARY SEWER

ADJUST

EXISTING UNDERGROUND TELEPHONE

CP100

EXISTING DRAINAGE STRUCTURE

EXISTING UNDERGROUND FIBER OPTIC

PROPOSED STORM SEWER

EXISTING GAS VALVE

REMOVE

PROPOSED WATER MAIN

EXISTING SANITARY MANHOLE

EXISTING STORM CATCH BASIN

PROPOSED WATER VALVE

PROPOSED HYDRANT ASSAMBLY

PROPOSED CORPORATION STOP

PROPOSED CURB STOP AND BOX

PROPOSED 90° ELBOW

PROPOSED BEND (ANGLE AS NOTED)

PROPOSED CROSS

PROPOSED END CAP

EXISTING GAS LINE

STANDARD SYMBOLS

TRAFFIC CONTROL NOTES

ABANDONED GAS LINEEXISTING FORCE MAIN

ROW EASEMENT

NOTE: ALL UTILITIES SHOWN ARE APPROXIMATE AND MAY BE

INCOMPLETE. FOR PROTECTION OF UNDERGROUND UTILITIES, AND

IN CONFORMANCE WITH WISCONSIN STATUTE 182.0175, THE

CONTRACTOR SHALL CALL TOLL FREE 811 OR 1-800-242-8511 A

MINIMUM OF THREE FULL WORKING DAYS, EXCLUDING SATURDAYS,

SUNDAYS, AND HOLIDAYS, BUT NO MORE THAN 14 CALENDAR DAYS,

PRIOR TO BEGINNING EACH EXCAVATION IN AREAS WHERE PUBLIC

UTILITIES HAVE NOT BEEN PREVIOUSLY LOCATED. ALL "DIGGERS

HOTLINE" PARTICIPATING MEMBERS WILL THUS BE ROUTINELY

NOTIFIED. THIS DOES NOT RELIEVE THE CONTRACTOR FROM

NOTIFYING UTILITY OWNERS WHO MAY NOT BE PART OF THE

"DIGGERS HOTLINE" ALERT SYSTEM.

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 WISCONSIN MANUAL ON

UNIFORM TRAFFIC CONTROL DEVICES.

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

WISCONSIN MANUAL ON UNIFORM TRAFFIC

CONTROL DEVICES.

4. IN ADDITION TO THE INDICATED WARNING SIGNS

AND BARRICADES, TYPE II BARRICADES WITH

AND WITHOUT LIGHTS, SHALL BE PLACED NEAR

EACH PARTICULAR HAZARD AREA WHEN

NECESSARY, OR AS DIRECTED BY THE USFS, IN

ACCORDANCE WITH THE LATEST EDITION OF THE

MANUAL ON UNIFORM TRAFFIC CONTROL

DEVICES.

LFT - LINEAR FOOT

VFT - VERTICAL FOOT

TBA - TO BE ABANDONED

TBR - TO BE REMOVED

EXSANMH - EXISTING SANITARY MANHOLE

SANMH - PROPOSED SANITARY MANHOLE

CP - SURVEY CONTROL POINT

B.M. - BENCHMARK

RCP - REINFORCED CONCRETE PIPE

PVC - POLY VINYL CHLORIDE

D.I. - DUCTILE IRON

ROW - RIGHT OF WAY

DRST - PROPOSED DRAINAGE STRUCTURE

SIDEWALK TO BE REPLACED FOR

UTILITY LATERAL

SAN

SS

W G

T

E

OR

OR

OR

OR

FO

DIGGERS HOTLINE

Dial or (800)242-8511 www.DiggersHotline.com

GENERAL PLAN NOTES

United States Department of Agriculture Forest Service

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REGION NINE

NURSERY ROAD OVER

EAST FORK CHIPPEWA

RIVER

CHEQUAMEGON-NICOLET

NATIONAL FOREST

GREAT DIVIDE RANGER

DISTRICT

GENERAL NOTES

11-3-17

FS090523_R102013_L1-002.dwg

P.STRONG

M.SURPRENANT

P.ANDERSON

16518

C-02

019002

STANDARD PLANS

WHERE THE FOLLOWING ITEMS ARE CALLED FOR ON THE PLANS,

THEY ARE TO BE CONSTRUCTED ACCORDING TO THE STANDARD

PLAN GIVEN BELOW, OPPOSITE EACH ITEM UNLESS OTHERWISE

INDICATED.

G4 W-BEAM GUARDRAIL WOOD POSTS 617-10

G4 W-BEAM GUARDRAIL TYPE FLARED TERMINAL 617-19

TEMPORARY TRAFFIC CONTROL ADVANCED SIGNING 635-1

TEMPORARY TRAFFIC CONTROL SIGN INSTALLATION

WOOD POSTS 635-14

TURBIDITY BARRIER 8E11

CONTROL / BENCHMARK POINT DATA

POINT NO.

FEATURE

CP

CP

CP

CP

CP

CP

CP

CP

CP

CP

NORTHING

102968.990

103697.450

103793.660

103948.180

104227.850

104050.880

103907.830

103873.900

103497.270

103869.160

EASTING

529939.820

529799.700

529761.620

529749.570

529696.900

529708.650

529742.000

530459.920

529093.170

529749.650

ELEVATION

1501.66

1448.80

1447.96

1447.82

1448.85

1447.41

1447.80

1440.57

1439.25

1447.86

1. THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS AND LICENSES NOT ACQUIRED BY THE OWNER BEFORE STARTING CONSTRUCTION, A COPY OF WHICH SHALL BE PROVIDED TO THE USFS IF REQUESTED. ALL SUCH PERMIT AND LICENSE FEES SHALL BE THE

SOLE EXPENSE OF THE CONTRACTOR.

2. 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.

3. 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.

4. THE UTILITIES SHOWN ON THE PLANS ARE INDICATED IN ACCORDANCE WITH AVAILABLE RECORDS (ALL UTILITIES MAY NOT BE SHOWN).

THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING EXACT LOCATIONS AND ELEVATIONS OF ALL UTILITIES FROM THE OWNERS OF THE RESPECTIVE UTILITIES. ALL UTILITIES SHALL BE NOTIFIED AT LEAST 72 HOURS PRIOR TO EXCAVATION.

5. 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 THE USFS FOR CLARIFICATION OR CORRECTION.

6. 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.

7. ANY INSPECTION BY THE CITY, COUNTY, 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.

8. ALL WORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH FHWA FP-03 STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY PROJECTS UNLESS SHOWN OTHERWISE IN THIS PLAN SET OR ADDRESSED IN THE TECHNICAL

SPECIFICATIONS.

9. 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.

10. 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.

11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO PUBLIC OR PRIVATE PROPERTY OR UTILITIES CAUSED DURING CONSTRUCTION AND SHALL COORDINATE ACTIVITIES WITH UTILITY COMPANIES FOR GAS, TELEPHONE & ELECTRICAL U.G. LOCATIONS &

ANY RELOCATIONS AS NECESSARY.

12. THE CONTRACTOR SHALL COORDINATE WITH THE TELEPHONE & CABLE UTILITY COMPANY FOR CONSTRUCTION NEAR OR CROSSING THE FIBER OPTIC CABLES OR OTHER BURIED PHONE WIRES. CONTRACTOR SHALL HAND DIG NEAR THE CABLE/WIRE AND CONFORM TO ALL PRECAUTIONS SET FORTH BY THE UTILITY FOR FIBER OPTIC CABLES. WORK NEAR FIBER OPTIC CABLES SHALL NOT BE PAID FOR

SEPARATELY.

13. TRENCH DEWATERING SHALL BE CONSIDERED INCIDENTAL TO EXCAVATION ITEMS & NO SPECIFIC PAYMENTS SHALL BE MADE FOR

DEWATERING WORK.

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

CLARIFICATION FROM THE USFS BEFORE CONTINUING CONSTRUCTION.

15. WHEN CONTRADICTIONS OCCUR BETWEEN PLANS & SPECIFICATIONS, CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING

CLARIFICATION FROM THE USFS BEFORE CONTINUING WITH CONSTRUCTION.

16. DURING CONSTRUCTION, DISPOSAL OF EXCESS MATERIAL SHALL NOT BE PERMITTED IN A WETLAND OR ADJACENT AREAS, UNLESS

PERMITS ARE OBTAINED FROM THE APPROPRIATE REGULATORY AGENCIES.

17. CONTRACTOR SHALL NOTIFY THE LOCAL FIRE DEPARTMENT, AMBULANCE SERVICES & ANY OTHER AFFECTED SERVICES 48 HOURS IN ADVANCE OF ANY TEMPORARY STREET CLOSURE & DURATION. UNDER NO CIRCUMSTANCES SHALL A STREET BE CLOSED OVERNIGHT

WITHOUT APPROVAL.

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

AND DISPOSED OF OFF-SITE.

19. 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.

20. ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE RESTORED WITHIN 5 CALENDAR DAYS OF FINAL GRADING.

21. 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.

22. ROW LINES SHOWN ARE APPROXIMATE AND SHOULD BE USED FOR INFORMATION ONLY.

23. SEEDING SHALL WISDOT SEED MIX NO. 75.

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

25. INSTALL TEST LEVEL 2 G4 W-BEAM GUARDRAIL TYPE FLARED TERMINAL PER SDD 617-19.

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DRAWING TITLE

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PROJECT NAME

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DRAWN

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DESIGNER

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CHECKED

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ARCHIVE NO.

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DATE

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AutoCAD SHX Text E mbeuning Text Box Revised on July 18, 2023 by Mark Beuning Allow alternative superstructure / deck / railing combinations. All must meet HL-93 loading requirements, L/500 max deflection, match clear width geometry of planned bridge, structure depth not to exceed planned dimension (48”). If structure depth is less than planned, hold top of substructure elevations as planned and lower roadway elevations accordingly.

* Rail must be timber TL2 minimum but alternative designs may be accepted.

* Allow dowel laminated deck panels with ship-lap joints in lieu of glulam.

* Allow steel girders in lieu of glulam.

* Allow panel-lam longitudinal timber slab.

* Allow solid sawn. * Allow concrete I-beam.

* Allow longitudinal nail laminated If alternative superstructure/deck/railings is proposed, provide alternative preliminary plans and alternative bid schedule along with bid or proposal for planned structure is this plan set.

12' 12'

LANE LANE

VARIES

PLACING CONSERVED TOPSOIL, 4 INCH

AND

SEEDING, FERTILIZING, AND MULCHING,

DRY METHOD

4.0% 4.0%

1 ON 2 (TYP)

1 ON 2 (TYP)

PROPOSED CROWN POINT

(POINT OF ROTATION)

AGGREGATE SURFACE COURSE,

GRADING E, 6 INCH DEPTH,

COMPACTION METHOD B

SELECT BORROW,

COMPACTION METHOD B,

FINISHING METHOD A

LIMITS OF EXCAVATION

(PAID AS ROADWAY EXCAVATION,

COMPACTION METHOD B, FINISHING METHOD A)

PROPOSED TYPICAL SECTION

SCALE: NONE

STA. 10+50 TO STA. 12+22.75

EXISTING TYPICAL SECTION

SCALE: NONE

STA. 10+50 TO STA. 17+50

EXISTING

GROUND

IN FILL

VARIES 3-7' VARIES 7-8' VARIES 7-8' VARIES 3-8'

EX.EARTH

SHOULDER

EX.GRAVEL

LANE

EX. EARTH

SHOULDER

EX. GRAVEL

LANE

NURSERY RD.

CONSTR.

CENTERLINE

EX. SUBBASE

VAR. VAR.

VAR. VAR.

VARIES

PLACING CONSERVED TOPSOIL, 4 INCH

AND

SEEDING, FERTILIZING, AND MULCHING,

DRY METHOD

VARIES

SELECT BORROW,

COMPACTION METHOD B,

FINISHING METHOD A

STA. 14+75.25 TO STA. 17+50

NURSERY RD.

CONSTR.

CENTERLINE

DRAWING TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

/2/

:5 3 S

UR

PR

M I:\

JO

B

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0\1

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R9

REGION NINE

NURSERY ROAD OVER

EAST FORK CHIPPEWA

RIVER

CHEQUAMEGON-NICOLET

NATIONAL FOREST

GREAT DIVIDE RANGER

DISTRICT

TYPICAL SECTIONS

11-3-17

FS090523_R102013_L1-002.dwg

P.STRONG

M.SURPRENANT

P.ANDERSON

16518

C-03

019003

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E

12' 12' VARIES

PLACING CONSERVED TOPSOIL, 4 INCH

AND

SEEDING, FERTILIZING, AND MULCHING,

DRY METHOD

2.0% 2.0%

1 ON 2 (TYP)

1 ON 2 (TYP)

PROPOSED CROWN POINT

(POINT OF ROTATION)

PROPOSED TYPICAL SECTION

SCALE: NONE

STA. 12+22.75 TO STA. 12+72.75

EXISTING

GROUND

IN FILL

PLACING CONSERVED TOPSOIL, 4 INCH

AND

SEEDING, FERTILIZING, AND MULCHING,

DRY METHOD

STA. 14+25.25 TO STA. 14+75.25

4 INCH - MINOR HOT ASPHALT

CONCRETE

LANE

11' 11'

LANE

LANE LANE

NURSERY RD.

CONSTR.

CENTERLINE

AGGREGATE BASE, GRADING E,

6 INCH DEPTH, COMPACTION

METHOD B

SELECT BORROW,

COMPACTION METHOD B,

FINISHING METHOD A

LIMITS OF EXCAVATION

(PAID AS ROADWAY EXCAVATION,

COMPACTION METHOD B, FINISHING METHOD A)

SELECT BORROW,

COMPACTION METHOD B,

FINISHING METHOD A

* TAPER FROM 12' AT STRUCTURE TO 11' OVER 50'

DRAWING TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

/2/

:5 3 S

UR

PR

M I:\

JO

B

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0\1

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LS

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G;

R9

REGION NINE

NURSERY ROAD OVER

EAST FORK CHIPPEWA

RIVER

CHEQUAMEGON-NICOLET

NATIONAL FOREST

GREAT DIVIDE RANGER

DISTRICT

TYPICAL SECTIONS

11-3-17

FS090523_R102013_L1-002.dwg

P.STRONG

M.SURPRENANT

P.ANDERSON

16518

C-04

019004

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VARIES

0'-1.67'12'

LANE GRAVEL

SHOULDER

2.0%

PROPOSED CROWN POINT

(POINT OF ROTATION)

GRAVEL

SHOULDER

PLACING

CONSERVED

TOPSOIL, 4

INCH

AND

SEEDING,

FERTILIZING,

AND

MULCHING,

DRY

METHOD

1 ON 2 (NORM.)

EXISTING

GROUND

GUARDRAIL HALF TYPICAL SECTION

SCALE: NONE

STA. 12+27 TO STA. 12+72.75 AND

STA. 14+25.25 TO 14+71

4.0%

VARIES 3'-9'

4 INCH - MINOR HOT ASPHALT

CONCRETE

27.78"

7654321B1B2

W6x9 steel posts 84" long w/ 6"x8"x14.5" routed wood blocks

W6x9 steel posts 78" long w/ 6"x8"x14.5" routed wood blocks

Begin standard W-Beam con-struction w/

6' 3" post spacing. W6x9 steel posts 72" long w/ 6"x8"x 14.5" routed wood blocks

2 nested W-Beam guardrail sections (12 gauge)

4 spaces @ 37.5" = 12' 6"

W-Beam guardrail section

(12 gauge) 2 spaces @ 37.5" = 6' 3"

7654321B1B2

48"60"

28.4"

38.5"

6 3/4" x 13 1/2" Glulam Timber Bridge Rail

GUARDRAIL TRANSITION

NURSERY RD.

CONSTR.

CENTERLINE

2'

SELECT BORROW,

COMPACTION METHOD B,

FINISHING METHOD A

LIMITS OF EXCAVATION

(PAID AS ROADWAY EXCAVATION,

COMPACTION METHOD B, FINISHING METHOD A)

AGGREGATE SURFACE COURSE,

GRADING E, 6 INCH DEPTH,

COMPACTION METHOD B

* TAPER FROM 12' AT STRUCTURE TO 11' OVER 50'

DRAWING TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

/2/

:5 3 S

UR

PR

M I:\

JO

B

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0\1

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ID

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N\

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LS

US

FS

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G;

R9

REGION NINE

NURSEY ROAD OVER

EAST FORK CHIPPEWA

RIVER

CHEQUAMEGON-NICOLET

NATIONAL FOREST

GREAT DIVIDE RANGER

DISTRICT

TYPICAL SECTIONS

11-3-17

FS090523_R102013_L1-002.dwg

P.STRONG

M.SURPRENANT

P.ANDERSON

16518

C-05

019005

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DRAWING TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

/2/

:5 3 S

UR

PR

M I:\

JO

B

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N\

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LS

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G;

R9

REGION NINE

NURSEY ROAD OVER

EAST FORK CHIPPEWA

RIVER

CHEQUAMEGON-NICOLET

NATIONAL FOREST

GREAT DIVIDE RANGER

DISTRICT

TYPICAL SECTIONS

11-3-17

FS090523_R102013_L1-002.dwg

P.STRONG

M.SURPRENANT

P.ANDERSON

16518

C-06

019006

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DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

/2/

:5 3 S

UR

PR

M I:\

JO

B

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0\1

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ID

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N\

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LS

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R9

REGION NINE

NURSEY ROAD OVER

EAST FORK CHIPPEWA

RIVER

CHEQUAMEGON-NICOLET

NATIONAL FOREST

GREAT DIVIDE RANGER

DISTRICT

GUARDRAIL DETAILS

11-3-17

FS090523_R102013_L1-002.dwg

P.STRONG

M.SURPRENANT

P.ANDERSON

16518

C-07

019007

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DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

/2/

:5 3 S

UR

PR

M I:\

JO

B

FI

LE

S\

0\1

US

FS

NU

RS

ER

Y

BR

ID

GE

D

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N\

8 -

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B

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PI

CA

LS

US

FS

.D W

G;

R9

REGION NINE

NURSEY ROAD OVER

EAST FORK CHIPPEWA

RIVER

CHEQUAMEGON-NICOLET

NATIONAL FOREST

GREAT DIVIDE RANGER

DISTRICT

DETAILS

11-3-17

FS090523_R102013_L1-002.dwg

P.STRONG

M.SURPRENANT

P.ANDERSON

16518

C-08

019008

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Profile View of Nursery Bridge Alignment - (1) V Scale : 10 H Scale : 60

Exaggeration : 6

.4

.9

.7

.7

.9

.1

.5

.9

.7

.5

.3

.0

.0

.0

.0

.0

.1

.1

.2

.3

.5

.8

.0

.6

.0

.8

.9

.0

.4

.1

.0

.9

.7

.6

.5

.4

.2

.1

.0

.9

.7

.6

.5

.4

.2

.1

.0

.9

.7

.6

.5

.4

.3

.5

.0

10+25 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 17+75

-3.61%

-0.50% 1.79%

ST

A

+5

0.

EL

3.

ST

A

+2

5.

EL

2.

ST

A

+7

5.

EL

3.

ST

A

+7

5.

EL

9.

ST

A

+2

5.

EL

9.

ST

A

+5

0.

EL

0.

VP

I S

TA

7+

.0

VP

I E

L

.2

VP

I S

TA

1+

.0

VP

I E

L

.2

VCL = 50.00

K = 29.76

VCL = 50.00

K = 19.53

1451.00

1448.15

1443.9

1438.64

8"

4"

6"

6"

C

M

C

P

C

M

C

P

11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00

0+00

0+46

0+00

0+46

0+00

0+46

0+00

0+46

0+00

1+00 1+43

0+00

1+00 1+44

0+00 1+00 1+43

0+00

1+00 1+43

CP3

CP4

CP5

CP7

CP8CP25

50'50'

60300 120

W

E

S

N

PROPOSED CENTERLINE PROFILE

EXISTING GROUND PROFILE

Q100 HIGH WATER

ELEVATION

TOP OF ICE ELEVATION

12/16/16

RIVER BOTTOM

EXISTING BRIDGE DECK

CENTERLINE OF NURSURY RD.

(FR 162)

EAST FORK

CHIPPEW

A

RIVER

WETLAND BOUNDARY

WETLAND BOUNDARY

APPROX. EXISTING R/W

(TYP.)

DRAWING TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

/2/

:5 7 S

UR

PR

M I:\

JO

B

FI

LE

S\

0\1

US

FS

NU

RS

ER

Y

BR

ID

GE

D

ES

IG

N\

8 -

U

SF

S

- N

UR

SE

RY

B

RI

DG

E

DE

SI

GN

_B

EN

\D W

G\

8-

AL

IP

RO

FS

.D W

G;

R9

REGION NINE

NURSERY ROAD OVER

EAST FORK CHIPPEWA

RIVER

CHEQUAMEGON-NICOLET

NATIONAL FOREST

GREAT DIVIDE RANGER

DISTRICT

PLAN AND PROFILE

11-3-17

FS090523_R102013_L1-002.dwg

P.STRONG

M.SURPRENANT

P.ANDERSON

16518

C-09

019009

HINGE POINT

HINGE POINT

SLOPE INTERCEPT

SLOPE INTERCEPT

PROPOSED GUARDRAIL

EDGE OF AGGREGATE

SURFACE COURSE

EDGE OF ASPHALT

(TYPICAL BOTH SIDES)

END PROJECT

STA 17+50

BEGIN PROJECT

STA 10+50

AutoCAD SHX Text 13+00

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10+50

0 10 20 30 40 50 600-10-20-30-40-50-60-70

11+00

0 10 20 30 40 50 600-10-20-30-40-50-60-70

10+75

0 10 20 30 40 50 600-10-20-30-40-50-60-70

1453.45 0.00

1453.45 0.001452.93

-13.09

.3

-1 3.

1453.35

-13.92 1452.93 13.09

.9

.1

1452.97 13.17

4.0%4.0%2.0:1 2.0:1

1452.55 0.00

1452.55 0.001452.02

-13.09

.7

-1 3.

1451.73 -13.67

1452.02 13.09

.8

.4

1451.83 13.47

4.0%4.0% 2.0:1 2.0:1

1451.83 0.00

1451.83 0.001451.31

-13.09

.6

-1 4.

1450.60

-14.52

1451.31 13.09

.7

.3

1450.70 14.31

4.0%4.0%

2.0:1 2.0:1

10 FT

10 FT

DRAWING TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

/25

/17

:5 8 S

UR

PR

M I:\

JO

B

FI

LE

S\

0\1

US

FS

NU

RS

ER

Y

BR

ID

GE

D

ES

IG

N\

8 -

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- N

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SE

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B

RI

DG

E

DE

SI

GN

_B

EN

\D W

G\

8 X

-S

EC

.D W

G;

R9

REGION NINE

NURSERY ROAD OVER

EAST FORK CHIPPEWA

RIVER

CHEQUAMEGON-NICOLET

NATIONAL FOREST

GREAT DIVIDE RANGER

DISTRICT

TYPICAL SECTIONS

11-3-17

FS090523_R102013_L1-002.dwg

P.STRONG

M.SURPRENANT

P.ANDERSON

16518

C-10

019010

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11+50

0 10 20 30 40 50 600-10-20-30-40-50-60-70

11+75

0 10 20 30 40 50 600-10-20-30-40-50-60-70

11+25

0 10 20 30 40 50 600-10-20-30-40-50-60-70

1451.51

0.00

1451.51

0.001450.99

-13.09

.1

-2 2.

1446.19

-22.69

1450.99

13.09

.7

.5

1448.77 17.53

4.0%4.0%

2.0:1

2.0:1

1451.39 0.00

1451.39 0.001450.78

-15.07

.5

-2 9.

1443.53

-29.58

1450.79 15.05

.0

.5

1445.02 26.58

4.0%4.0%

2.0:1 2.0:1

1451.26

0.00

1451.26

0.00

1450.57

-17.56

.2

-3 2.

1443.25 -32.21

1450.57

17.55

.3

.0

1446.31

26.07

3.9%3.9%

2.0:1

2.0:1

10 FT

10 FT

DRAWING TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

/25

/17

:5 8 S

UR

PR

M I:\

JO

B

FI

LE

S\

0\1

US

FS

NU

RS

ER

Y

BR

ID

GE

D

ES

IG

N\

8 -

U

SF

S

- N

UR

SE

RY

B

RI

DG

E

DE

SI

GN

_B

EN

\D W

G\

8 X

-S

EC

.D W

G;

R9

REGION NINE

NURSERY ROAD OVER

EAST FORK CHIPPEWA

RIVER

CHEQUAMEGON-NICOLET

NATIONAL FOREST

GREAT DIVIDE RANGER

DISTRICT

TYPICAL SECTIONS

11-3-17

FS090523_R102013_L1-002.dwg

P.STRONG

M.SURPRENANT

P.ANDERSON

16518

C-11

019011

AutoCAD SHX Text F

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12+25

0 10 20 30 40 50 600-10-20-30-40-50-60-70

12+00

0 10 20 30 40 50 600-10-20-30-40-50-60-70

12+50

0 10 20 30 40 50 600-10-20-30-40-50-60-70

1451.14

0.00

1451.14

0.00

1450.47 -20.05

.0

-3 4.

1443.05

-34.90

1450.47

20.05

.4

.1

1443.44

34.11

2.9%2.9%

2.0:1 2.0:1

1450.68

0.00

1450.04 21.48

1450.68

0.00

1450.04 -21.48

.7

.1

1442.73 36.11

.9

-3 5.

1442.95 -35.66

2.0%2.0%

2.0:12.0:1

1450.55

0.00 1450.09

17.19

1450.55 0.001450.09

-17.19 14

.0

.3

1442.01 33.34

.3

-3 0.

1443.36

-30.64

2.0%2.0%

2.0:12.0:1

10 FT

10 FT

DRAWING TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

/25

/17

:5 8 S

UR

PR

M I:\

JO

B

FI

LE

S\

0\1

US

FS

NU

RS

ER

Y

BR

ID

GE

D

ES

IG

N\

8 -

U

SF

S

- N

UR

SE

RY

B

RI

DG

E

DE

SI

GN

_B

EN

\D W

G\

8 X

-S

EC

.D W

G;

R9

REGION NINE

NURSERY ROAD OVER

EAST FORK CHIPPEWA

RIVER

CHEQUAMEGON-NICOLET

NATIONAL FOREST

GREAT DIVIDE RANGER

DISTRICT

TYPICAL SECTIONS

11-3-17

FS090523_R102013_L1-002.dwg

P.STRONG

M.SURPRENANT

P.ANDERSON

16518

C-12

019012

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15+00

0 10 20 30 40 50 600-10-20-30-40-50-60-70

14+75

0 10 20 30 40 50 600-10-20-30-40-50-60-70

14+50

0 10 20 30 40 50 600-10-20-30-40-50-60-70

1449.55

0.00 1449.07

17.56

1449.55 0.001449.07

-17.56

.0

.5

1444.06

27.59

.2

-2 9.

1443.26

-29.18

2.0%2.0%

2.0:1 2.0:1

1449.43

0.00

1448.79 21.48

1449.43

0.00

1448.79 -21.48

.3

.4

1445.30

28.45

.8

-3 1.

1443.84 -31.38

2.0%2.0%

2.0:1 2.0:1

1449.64 0.00

1449.64 0.00

1448.95

-19.85

.2

-2 9.

1444.20 -29.36

1448.95 19.85

.9

.9

1445.90 25.96

3.1%3.1%

2.0:1 2.0:1

10 FT

10 FT

DRAWING TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

/25

/17

:5 8 S

UR

PR

M I:\

JO

B

FI

LE

S\

0\1

US

FS

NU

RS

ER

Y

BR

ID

GE

D

ES

IG

N\

8 -

U

SF

S

- N

UR

SE

RY

B

RI

DG

E

DE

SI

GN

_B

EN

\D W

G\

8 X

-S

EC

.D W

G;

R9

REGION NINE

NURSERY ROAD OVER

EAST FORK CHIPPEWA

RIVER

CHEQUAMEGON-NICOLET

NATIONAL FOREST

GREAT DIVIDE RANGER

DISTRICT

TYPICAL SECTIONS

11-3-17

FS090523_R102013_L1-002.dwg

P.STRONG

M.SURPRENANT

P.ANDERSON

16518

C-13

019013

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15+25

0 10 20 30 40 50 600-10-20-30-40-50-60-70

15+75

0 10 20 30 40 50 600-10-20-30-40-50-60-70

15+50

0 10 20 30 40 50 600-10-20-30-40-50-60-70

16+00

0 10 20 30 40 50 600-10-20-30-40-50-60-70

1449.51 0.00

1449.51 0.00

1448.82

-17.35

.8

-2 5.

1444.89

-25.22

1448.82

17.35

.2

.4

1446.27

22.45

4.0%4.0%

2.0:1 2.0:1

1449.39 0.00

1449.39 0.001448.79

-14.85

.2

-2 2.

1445.20

-22.04

1448.79 14.85

.5

.3

1446.53 19.37

4.0%4.0%

2.0:1 2.0:1

1449.26

0.00

1449.26

0.001448.74

-13.09

.3

-1 7.

1446.35

-17.86

1448.74

13.09

.2

.1

1446.20 18.17

4.0%4.0%

2.0:1 2.0:1

1449.14 0.00

1449.14 0.001448.61

-13.09

.3

-1 7.

1446.36 -17.60

1448.61

13.09

.9

.5

1445.91

18.50

4.0%4.0%

2.0:1 2.0:1

10 FT

10 FT

DRAWING TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

/25

/17

:5 8 S

UR

PR

M I:\

JO

B

FI

LE

S\

0\1

US

FS

NU

RS

ER

Y

BR

ID

GE

D

ES

IG

N\

8 -

U

SF

S

- N

UR

SE

RY

B

RI

DG

E

DE

SI

GN

_B

EN

\D W

G\

8 X

-S

EC

.D W

G;

R9

REGION NINE

NURSERY ROAD OVER

EAST FORK CHIPPEWA

RIVER

CHEQUAMEGON-NICOLET

NATIONAL FOREST

GREAT DIVIDE RANGER

DISTRICT

TYPICAL SECTIONS

11-3-17

FS090523_R102013_L1-002.dwg

P.STRONG

M.SURPRENANT

P.ANDERSON

16518

C-14

019014

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16+75

0 10 20 30 40 50 600-10-20-30-40-50-60-70

16+25

0 10 20 30 40 50 600-10-20-30-40-50-60-70

16+50

0 10 20 30 40 50 600-10-20-30-40-50-60-70

17+00

0 10 20 30 40 50 600-10-20-30-40-50-60-70

1449.01 0.00

1449.01 0.001448.49

-13.09

.1

-1 7.

1446.10 -17.86

1448.49

13.09

.9

.0

1445.99 18.08

4.0%4.0%

2.0:1 2.0:1

1448.89 0.00

1448.89 0.001448.36

-13.09

.4

-1 6.

1446.46 -16.89

1448.36

13.09

.3

.1

1446.35 17.12

4.0%4.0%

2.0:1 2.0:1

1448.76

0.00

1448.76

0.001448.24

-13.09

.0

-1 5.

1447.08

-15.40

1448.24

13.09

.3

.8

1447.34 14.89

4.0%4.0%

2.0:1 2.0:1

1448.78

0.00

1448.78

0.001448.26

-13.09

.6

-1 4.

1447.61 -14.39

1448.26

13.09

.8

.8

1447.86 13.88

4.0%4.0%

2.0:1 2.0:1

10 FT

10 FT

DRAWING TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

/25

/17

:5 8 S

UR

PR

M I:\

JO

B

FI

LE

S\

0\1

US

FS

NU

RS

ER

Y

BR

ID

GE

D

ES

IG

N\

8 -

U

SF

S

- N

UR

SE

RY

B

RI

DG

E

DE

SI

GN

_B

EN

\D W

G\

8 X

-S

EC

.D W

G;

R9

REGION NINE

NURSERY ROAD OVER

EAST FORK CHIPPEWA

RIVER

CHEQUAMEGON-NICOLET

NATIONAL FOREST

GREAT DIVIDE RANGER

DISTRICT

TYPICAL SECTIONS

11-3-17

FS090523_R102013_L1-002.dwg

P.STRONG

M.SURPRENANT

P.ANDERSON

16518

C-15

019015

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17+50

0 10 20 30 40 50 600-10-20-30-40-50-60-70

17+25

0 10 20 30 40 50 600-10-20-30-40-50-60-70

1449.08 0.00

1449.08 0.001448.56

-13.09

.5

-1 3.

1448.54 -13.12 1448.56

13.09

.8

.5

1448.80 13.57

4.0%4.0% 2.0:1 2.0:1

1449.53 0.00

1449.53 0.001449.00

-13.09

.2

-1 3.

1449.20

-13.47 1449.00 13.09

.4

.9

1449.43

13.94

4.0%4.0%2.0:1 2.0:1

10 FT

10 FT

DRAWING TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

/25

/17

:5 8 S

UR

PR

M I:\

JO

B

FI

LE

S\

0\1

US

FS

NU

RS

ER

Y

BR

ID

GE

D

ES

IG

N\

8 -

U

SF

S

- N

UR

SE

RY

B

RI

DG

E

DE

SI

GN

_B

EN

\D W

G\

8 X

-S

EC

.D W

G;

R9

REGION NINE

NURSERY ROAD OVER

EAST FORK CHIPPEWA

RIVER

CHEQUAMEGON-NICOLET

NATIONAL FOREST

GREAT DIVIDE RANGER

DISTRICT

TYPICAL SECTIONS

11-3-17

FS090523_R102013_L1-002.dwg

P.STRONG

M.SURPRENANT

P.ANDERSON

16518

C-16

019016

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Profile View of Nursery Bridge Alignment - (1) V Scale : 10 H Scale : 60

Exaggeration : 6

.4

.9

.7

.7

.9

.1

.5

.9

.7

.5

.3

.0

.0

.0

.0

.0

.1

.1

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.8

.0

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.8

.9

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.9

.7

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.2

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.0

.9

.7

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.9

.7

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.4

.3

.5

.0

10+25 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 17+75

-3.61%

-0.50% 1.79%

ST

A

+5

0.

EL

3.

ST

A

+2

5.

EL

2.

ST

A

+7

5.

EL

3.

ST

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5.

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9.

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7+

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L

.2

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TA

1+

.0

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L

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VCL = 50.00

K = 29.76

VCL = 50.00

K = 19.53

1451.00

1448.15

1443.9

1438.64

8"

4"

6"

6"

C

M

C

P

C

M

C

P

11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00

0+00

0+46

0+00

0+46

0+00

0+46

0+00

0+46

0+00

1+00 1+43

0+00

1+00 1+44

0+00 1+00 1+43

0+00

1+00 1+43

CP3

CP4

CP5 CP6

CP7

CP8CP25

60300 120

W

E

S

N

PROPOSED CENTERLINE PROFILE

EXISTING GROUND PROFILE

Q100 HIGH WATER

ELEVATION

TOP OF ICE ELEVATION

12/16/16

RIVER BOTTOM

EXISTING BRIDGE DECK

CENTERLINE OF NURSURY RD.

(FR 162)

EAST FORK

CHIPPEW

A

RIVER

DRAWING TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

/2/

:5 7 S

UR

PR

M I:\

JO

B

FI

LE

S\

0\1

US

FS

NU

RS

ER

Y

BR

ID

GE

D

ES

IG

N\

8 -

U

SF

S

- N

UR

SE

RY

B

RI

DG

E

DE

SI

GN

_B

EN

\D W

G\

8-

AL

IP

RO

FS

.D W

G;

R9

REGION NINE

NURSERY ROAD OVER

EAST FORK CHIPPEWA

RIVER

CHEQUAMEGON-NICOLET

NATIONAL FOREST

GREAT DIVIDE RANGER

DISTRICT

EROSION CONTROL

11-3-17

FS090523_R102013_L1-002.dwg

P.STRONG

M.SURPRENANT

P.ANDERSON

16518

C-17

019017

'PLACING CONSERVED TOPSOIL, 4 INCH

AND SEEDING, FERTILIZING AND MULCHING,

DRY METHOD'

LEGEND

TURBIDITY BARRIER

SILT FENCE

PLACED RIPRAP, CLASS 5

WETLAND

AGGREGATE BASE

MINOR HOT ASPHALT CONCRETE

WETLAND BOUNDARY WETLAND BOUNDARY

END PROJECT

STA 17+50

BEGIN PROJECT

STA 10+50

AutoCAD SHX Text 13+00

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R.

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United States Department of Agriculture Forest Service

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REGION NINE

NURSERY ROAD OVER

EAST FORK CHIPPEWA

RIVER

CHEQUAMEGON-NICOLET

NATIONAL FOREST

GREAT DIVIDE RANGER

DISTRICT

DETOUR PLAN

11-3-17

FS090523_R102013_L1-002.dwg

P.STRONG

M.SURPRENANT

P.ANDERSON

16518

C-18

019018

PROJECT LOCATION

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FOREST

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KENYON

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RD

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RD

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RD

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RD

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RD

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NELSON

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SHANAGOLDEN

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WALLOW

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ERNEST

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RD

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KILLINGER

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HAUSCHILD

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SINK

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NAGEL

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PIEPER

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EDER RD

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LUTZ

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FISHBACH

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BLEMEL RD

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DERINGER

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OLD

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BEAR

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NURSERY

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BERCHEM

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WAGNER

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HILL RD

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HUBER LN

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MERTIG LN

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RD

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FR 162

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DRAWN

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United States Department of Agriculture Forest Service

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REGION NINE

NURSERY ROAD OVER

EAST FORK CHIPPEWA

RIVER

CHEQUAMEGON-NICOLET

NATIONAL FOREST

GREAT DIVIDE RANGER

DISTRICT

DETOUR SIGN SHEET

11-3-17

FS090523_R102013_L1-002.dwg

P.STRONG

M.SURPRENANT

P.ANDERSON

16518

C-19

019019

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AutoCAD SHX Text R11-3 5'x2.5' Type IIB

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NOTES

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-SEE CHAPTER 6 OF THE MUTCD FOR ACTUAL SIGN SPACING.

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-SIGNS AT BARRICADES SHALL BE PLACED ON SEPARATE POSTS BEHIND BARRICADES.

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DETOUR

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- BLACK (NON-REFL)

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