C04_FR 86 MP 13.8 Kens Creek Superstructure Replacement Plans.pdf

PROJECT LOCATION

PROJECT SITE

PROJECT LOCATION:

SHEET OF

United States Department of Agriculture Forest Service

INDEX OF SHEETS

SHEET SHEET TITLE DATE

G-01 TITLE SHEET 7/3/2023

C-02 DESIGN DATA & GENERAL NOTES 7/3/2023

C-03 QUANTITIES & MISCELLANEOUS DETAILS 7/3/2023

C-04 TEMPORARY TRAFFIC CONTROL PLAN 7/3/2023

C-05 TYPICAL SECTIONS 7/3/2023

C-06 PLAN OF SITE 7/3/2023

C-07 PROFILE OF SITE 7/3/2023

C-08 PLAN OF STRUCTURE 7/3/2023

C-09 STRUCTURE DETAILS 7/3/2023

C-10 - C-16 CROSS SECTIONS 7/3/2023

C-17 - C-19 GUARDRAIL DETAILS 7/3/2023

FROM US-219 S/ WV-150 S INTERSECTION NORTH OF EDRAY, WEST

VIRGINIA HEAD WEST ON WV-150 S FOR 9.1 MILES, THEN TURN LEFT

ONTO WILLIAMS RIVER ROAD. CONTINUE ON WILLIAMS RIVER ROAD

FOR 2.7 MILES TO THE BRIDGE LOCATION.

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EASTERN REGION

MONONGAHELA NATIONAL FOREST - GAULEY RANGER DISTRICT

POCAHONTAS COUNTY

WEST VIRGINIA

FR 86-13.8 OVER KENS CREEK

SUPERSTRUCTURE REPLACEMENT

STRUCTURE NUMBER:09210200001025 (LAT 38.3491, LONG -80.2535)

PROPOSED STRUCTURE DESCRIPTION:

22.70 FOOT (OVERALL LENGTH) SINGLE SPAN BRIDGE WITH A

TIMBER DOWEL-LAM SLAB ON EXISTING CONCRETE

ABUTMENTS AND CONCRETE SPREAD FOOTINGS.

DESIGN SPEED: 35 MPH

AADT: <100

RECOMMENDED BY:

FOREST ENGINEER

DISTRICT RANGER

DATE

APPROVED:

R9 DIRECTOR OF ENGINEERING DATE

DATE

FOREST SUPERVISOR DATE

R9 BRIDGE PROGRAM MANAGER DATE

PROJECT

LOCATION

FR 86

(WILLIAMS RIVER

ROAD)

KENS CREEK

TO EDRAY

WILLIAMS RIVER

TO COWEN

ZoeyFox Text Box Comments in red made by Zoey Fox 5/8/2026

DRAWING TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

EASTERN REGION

FR 86-13.8

OVER KENS CREEK

SUPERSTRUCTURE

REPLACEMENT

MONONGAHELA

NATIONAL FOREST

GAULEY

RANGER DISTRICT

DESIGN DATA &

GENERAL NOTES

C.SMITH

J.ALLEN

G.JUNTTILA

U28-02592

GENERAL NOTES:

EXCEPT WHERE OTHERWISE INDICATED ON THESE PLANS OR IN THE SUPPLEMENTAL SPECIFICATIONS, ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE FHWA STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY

PROJECTS, FP-14.

THE PROPOSED IMPROVEMENTS COVERED BY THESE PLANS ARE IN ACCORDANCE WITH:

AASHTO "GUIDELINES FOR GEOMETRIC DESIGN OF VERY LOW-VOLUME LOCAL ROADS, 2ND EDITION, 2019"

AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, 9TH EDITION, 2020

FSH 7709.56b TRANSPORTATION STRUCTURES HANDBOOK (USDA FOREST SERVICE)

THE EXISTING STRUCTURE SHALL BE CHECKED AT THE TIME OF STARTING CONSTRUCTION TO SEE THAT ITS RELATIONSHIP TO THE PROPOSED WORK IS AS SHOWN ON THESE PLANS AND ANY DIFFERENCES REQUIRING CHANGES IN THE NEW WORK SHALL BE REPORTED TO THE FOREST

SERVICE CONTRACTING OFFICER REPRESENTATIVE.

THE WORK COVERED BY THESE PLANS INCLUDES REMOVAL OF THE SUPERSTRUCTURE, INSTALLATION OF THE NEW SUPERSTRUCTURE AS SHOWN HEREIN AND PER THE MANUFACTURER'S DRAWINGS AND SPECIFICATIONS, CONSTRUCTION OF THE APPROACHES TO THE LIMITS

SHOWN, SLOPE RESTORATION AND RIPRAP.

TRAFFIC CONTROL FOR DETOUR SHALL BE IN ACCORDANCE WITH THE CURRENT MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).

THE STATIONING AS SHOWN ON THESE PLANS FOR REFERENCE POINTS "A" AND "B" ARE BELIEVED TO BE CORRECT. IT SHALL, HOWEVER, BE CHECKED AT THE TIME OF STARTING CONSTRUCTION, AND IF THE STATIONING SHOWN ON THE PLANS IS INCORRECT, IT SHALL BE REPORTED

TO THE FOREST SERVICE CONTRACTING OFFICER REPRESENTATIVE.

THE CONTRACTOR SHALL COORDINATE ALL OF THEIR WORK AND ANY UTILITY COMPANIES RELOCATION WORK AT NO ADDITIONAL COST TO

THE PROJECT.

FOR PROTECTION OF UNDERGROUND UTILITIES AND IN CONFORMANCE WITH PUBLIC ACT 174, THE CONTRACTOR SHALL DIAL "811" A MINIMUM OF THREE FULL WORKING DAYS, EXCLUDING SATURDAYS, SUNDAYS AND HOLIDAYS PRIOR TO BEGINNING EACH EXCAVATION IN AREAS WHERE PUBLIC UTILITIES HAVE NOT BEEN PREVIOUSLY LOCATED. MEMBERS WILL THUS BE ROUTINELY NOTIFIED. THIS DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF NOTIFYING UTILITY OWNERS WHO MAY NOT BE A PART OF THE "WEST VIRGINIA 811" ALERT SYSTEM.

WATER LEVEL IS SUBJECT TO CHANGE. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXPECTED WATER LEVELS DURING

CONSTRUCTION.

NO MATERIAL SHALL BE ALLOWED TO ERODE INTO THE WATER COURSE, NOR SHALL MATERIAL BE PLACED INTO THE WATER COURSE EXCEPT

AS SHOWN ON THESE PLANS.

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

EQUIPMENT AVAILABLE FOR INSPECTION PRIOR TO MOBILIZATION ONTO FS LANDS.

THE CONTRACTOR SHALL STOP WORK IMMEDIATELY AND NOTIFY THE FOREST SERVICE CONTRACTING OFFICER REPRESENTATIVE IF

HERITAGE RESOURCES OR HUMAN REMAINS ARE ENCOUNTERED.

NO WORK SHALL BE PERFORMED ON FEDERAL HOLIDAYS OR WEEKENDS WITHOUT PRIOR APPROVAL FROM THE FOREST SERVICE

CONTRACTING OFFICER REPRESENTATIVE.

THE CONTRACTOR SHALL PERFORM ALL IN-STREAM WORK DURING LOW-FLOW SEASON (TREE LEAF-OUT, JUNE 1ST TO SEPTEMBER 15TH).

TREES SHALL BE CUT BETWEEN NOVEMBER 15TH AND MARCH 31ST.

SPECIFICATIONS:

ALL GRADING COMBINATIONS, AND SIZE REFER TO DOUGLAS FIR UNLESS SHOWN OTHERWISE ON THE PLANS. THE DESIGN VALUES FOLLOW LRFD SECTION 8.4.1. THESE ARE THE MINIMUM REQUIREMENTS. OTHER SPECIES MAY BE USED WITH APPROVAL FROM THE FOREST SERVICE

CONTRACTING OFFICER REPRESENTATIVE AND AT NO ADDITIONAL COST TO THE GOVERNMENT.

GRADING:

ALL DOUGLAS FIR-LARCH TO BE GRADED PER WCLIB STANDARD GRADING RULES. SOUTHERN PINE TO BE GRADED PER SPIB.

MATERIAL & TREATMENT:

TIMBER PRESERVATION TREATMENT SHALL BE IN ACCORDANCE WITH CURRENT STATE AND/ OR AASHTO SPECIFICATIONS. ALL TIMBER SHALL BE

TREATED WITH COPPER NAPHTHENATE HYDROCARBON SOLVENT A, PER AWPA, UC4C (MINIMUM).

REFERENCE DESIGN VALUES SHOWN ARE PER AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, 9TH EDITION, 2020 (U.N.O.).

DECK TO BE 16" DOUGLAS FIR-LARCH, NO.1 & BETTER (> 2 INCH WIDE) S1S. REFERENCE DESIGN VALUES (KSI): Fbo = 1.20, Fvo = 0.18, Eo = 1,800.

SPREADER BEAMS TO BE DOUGLAS FIR-LARCH, NO.1 (BEAMS AND STRINGERS). REFERENCE DESIGN VALUES (KSI): Fbo = 1.35, Fvo = 0.17, Eo = 1,600.

BRIDGE RAILPOST TO BE DOUGLAS FIR-LARCH, DENSE SELECT STRUCTURAL (POSTS AND TIMBERS). REFERENCE DESIGN VALUES (KSI): Fbo = 1.75, Fvo = 0.17, Eo = 1,700.

GLU-LAM RAIL TO BE DOUGLAS FIR, COMB. SYMBOL 24F-V8, DF/DF. REFERENCE DESIGN VALUES (KSI): Fbxo = 2.40, Fbyo = 1.55, Fvxo = 0.265, Fvyo = 0.23, Exo = 1,800, Eyo = 1,600.

CURBS & SCUPPERS TO BE DOUGLAS FIR-LARCH NO.1 (POSTS AND TIMBERS) S1S1E. REFERENCE DESIGN VALUES (KSI): Fbo = 1.20, Fvo = 0.17, Eo = 1,600.

ALL TIMBER IS ROUGH UNLESS OTHERWISE NOTED.

TIMBER WEARING SURFACE TO BE DOUGLAS FIR-LARCH, NO. 2 (>2 INCH WIDE) S1S. REFERENCE DESIGN VALUES (KSI): Fbo = 0.90, Fvo = 0.18, Eo = 1,600.

MISCELLANEOUS:

ALL TIMBER TO BE CUT EXACT LENGTH, DRESSED TO SIZE REQUIRED AND ALL PRACTICAL FRAMING TO BE DONE PRIOR TO TREATMENT.

ALL DECK PLANKS SHALL BE PREDRILLED PRIOR TO TREATMENT.

ALL PLANK FOR DECK PANELS SHALL BE PRECISION END TRIMMED TO LENGTH WITH 1/4" UNDERLENGTH & NO OVERLENGTH TOLERANCE PERMITTED.

DECK PANELS SHALL BE ASSEMBLED WITH 3/8" DIAMETER RING SHANK DOWELS. ALL DOWELS ARE TO BE SIMULTANEOUSLY DRIVEN WITH EQUAL FORCE USING A MECHANICAL PRESS. ENSURING ALL HEADS ARE FLUSH WITH THE SURFACE OF THE TIMBER PLANK. MULTIPLE IMPACT TOOLS ARE

NOT TO BE USED TO SET DOWELS BECAUSE OF POTENTIAL FOR WOOD FIBER RUPTURE.

SUBMIT SHOP DRAWINGS FOR BRIDGE, DECK AND RAILINGS.

DECK PANELS WILL BE DELIVERED TO JOBSITE AFTER BEING FULLY ASSEMBLED AT FABRICATION PLANT.

ALL HARDWARE FOR TIMBER CONNECTIONS TO MEET ASTM A307-97 GALVANIZED TO F2329 (A153). ALL HIGH STRENGTH HARDWARE FOR ANCHOR BOLTS AND RAILING CONNECTIONS TO MEET ASTM F3125 GRADE A325 OR GRADE A449 GALVANIZED TO A153.

CONSTRUCTION NOTES:

TIMBER DECK PANELS ARE MARKED IN THE SHOP FOR USE IN FIELD PLACEMENT OF THE PANELS ON THE CAPS, e.g. A1, B1, C1.

DOWEL LAMINATED DECK:

PANEL "A" IS PLACED FIRST IN IT'S FINAL POSITION ON THE CAPS. NEXT DRILL THE 11/16" DIA. HOLES THRU PANEL INTO CAP IN EACH END OF PANEL AT THE LOCATION SHOWN AND FASTEN THE 3/4" DIA. DM. HD. DR. SPKS. NEXT PLACE PANEL "C" SO THAT ITS UPPER SPLICE BLOCK IS DIRECTLY OVER THE LOWER SPLICE BLOCK ON PANEL "A" AND DRAW TIGHT TOGETHER. THEN DRILL THE 9/16" DIA. HOLES THRU LOWER SPLICE BLOCK AND DRIVE THE 5/8" DM. HD. DR. SPIKES IN LOCATION SHOWN. THEN DRILL HOLES THRU PANEL INTO CAP AND FASTEN THE 3/4" DM. HD. DR. SPKS.

THEREAFTER, SUCCESSIVELY PLACE PANEL "B" IN THE SAME MANNER, ENSURING ALL PANELS ARE DRAWN TIGHT TOGETHER BEFORE AND

FASTENING OCCURS.

PLACE PANELS AS SHOWN ON SHOP DRAWINGS.

ALL HOLES DRILLED IN THE FIELD WHERE SPIKES ARE USED ARE TO BE 1/16" SMALL THAN THE SPIKE SIZE.

ALL HOLES DRILLED FOR BOLTS ARE TO BE 1/16" LARGER THAN BOLT SIZE.

HOLES DRILLED FOR 3/4" LAG BOLTS ARE TO BE 9/16" IN DIAMETER FOR THE THREADED PORTION OF THE BOLT AND 13/16" FOR THE SHANK.

ANY NUT OR MACHINE BOLT HEAD IN DIRECT CONTACT WITH TIMBER TO HAVE ON PLATE WASHER BETWEEN NUT & TIMBER, OR BOLT HEAD &

TIMBER.

ANY NUT OR MACHINE BOLT HEAD IN DIRECT CONTACT WITH STEEL TO HAVE ONE CUT WASHER BETWEEN NUT & STEEL, OR BOLT HEAD & STEEL.

SET THREADS ON ALL BOLTS AT NUT WITH A CENTER PUNCH AFTER TIGHTENING.

ABUTMENTS TO BE BACKFILLED WITH CLEAN GRANULAR FILL PER PLAN.

ALL TIMBER CUT OR DRILLED IN THE FIELD SHALL BE TREATED WITH COPPER NAPHTHENATE.

ALTHOUGH ALL PRACTICAL PRE-FRAMING WILL BE DONE PRIOR TO TREATING, SOME CUTTING & DRILLING WILL BE REQUIRED IN THE FIELD.

IF GALVANIZED FASTENERS ARE CUT OR DAMAGED IN THE FIELD, THEY SHALL BE REPLACED OR TOUCHED UP WITH COLD GALVANIZING COMPOUND

AT THE DISCRETION OF THE FOREST SERVICE CONTRACTING OFFICER REPRESENTATIVE.

DESIGN DATA:

LOAD RATING (RATING FACTORS):

HL-93 (FEDERAL)

INVENTORY RATING (STRENGTH I, FLEXURE).......................................................................................................................1.47

OPERATING RATING (STRENGTH I, FLEXURE).......................................................................................................................1.91

LEGAL

OPERATING RATING (STRENGTH I, FLEXURE)(NRL).............................................................................................................2.59

NOTE: THE LOAD RATING DOES NOT INCLUDE A FUTURE WEARING SURFACE.

LIVE LOAD DEFLECTION DOES NOT EXCEED 1/500 OF THE SPAN LENGTH.

BRIDGE RAILING MEETS TEST LEVEL 2 REQUIREMENTS OF NCHRP REPORT 350.

DEAD LOAD:

THE DESIGN UNIT WEIGHT FOR ALL TIMBERS.................................................................................................................50 PCF

THE BRIDGE RAILING LOAD.............................................................................................................................85 PLF (PER SIDE)

MOBILIZATION15101 LPSM 1

ITEM NO. DESCRIPTION UNITS QUANTITY

SUMMARY OF PROJECT QUANTITIES

CONSTRUCTION SURVEY AND STAKING, METHOD 1, TOLERANCE CLASS B15201 LPSM

SILT SOCK, 8" MINIMUM15702 LNFT

REMOVAL OF OLD STRUCTURE, PORTIONS, DISPOSAL METHOD A20304 LPSM

RIPRAP, CLASS V, MACHINE PLACED25101 CUYD

AGGREGATE BASE, GRADING D, COMPACTION METHOD D30103 CUYD

SEEDING, HYDRAULIC OR DRY METHOD62503 LPSM

MULCHING, HYDRAULIC OR DRY METHOD62509 LPSM

TEMPORARY TRAFFIC CONTROL63501 LPSM

ROADWAY EXCAVATION, COMPACTION METHOD B, FINISHING METHOD A20401 CUYD 237

CLEARING AND GRUBBING, DISPOSAL METHOD A20102 ACRE 0.1

STRUCTURE EXCAVATION20801 CUYD 60

OBJECT MARKERS, TYPE 363306 EACH 4

PLACING CONSERVED TOPSOIL, 3-INCH62403 SQYD 361

EMBANKMENT, PLACEMENT METHOD 120411 CUYD 44

POST, WOOD, 4-INCH X 4-INCH63305 LNFT 60

STRUCTURAL BACKFILL20803 CUYD 9

REMOVING SIGNS63310 EACH 6

TREATED STRUCTURAL TIMBER, SUPERSTRUCTURE 55704 LPSM 1

SIGNS, TYPE III SHEETING63301 SQFT 18

DRAWING TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

EASTERN REGION

FR 86-13.8

OVER KENS CREEK

SUPERSTRUCTURE

REPLACEMENT

MONONGAHELA

NATIONAL FOREST

GAULEY

RANGER DISTRICT

QUANTITIES &

MISCELLANEOUS

DETAILS

C.SMITH

J.ALLEN

G.JUNTTILA

U28-02592

ASPHALT CEMENT, WV BASE 140312.1 TON 32

ASPHALT CEMENT, WEARING IV40312.2 TON 24

GUARDRAIL, FLARED END TERMINAL 61702

GUARDRAIL ANCHORAGE61706

ITEM NO. DESCRIPTION UNITS QUANTITY

SUMMARY OF PROJECT QUANTITIES (BID ALTERNATE 1)

EACH 4

EACH 4

CLEAN CONCRETE SURFACE55226 SQYD 8

SEAL CONCRETE SURFACE55224 SQYD 80

ASPHALT CEMENT, WV BASE 140312.1 TON 64

ASPHALT CEMENT, WEARING IV40312.2 TON 48

62901.2 HIGH PERFORMANCE TURF REINFORCEMENT MAT SQYD 263

62901 ROLLED EROSION CONTROL PRODUCT, TYPE 4 SQYD 361

ABBREVIATIONS (PLAN):

LPSM - LUMP SUM

LNFT - LINEAR FEET

CUYD - CUBIC YARD

SQYD - SQUARE YARD

EA - EACH

LBS - POUNDS

EX - EXISTING

PROP - PROPOSED

NTS - NOT TO SCALE

TYP - TYPICAL

CL - CENTER LINE

CIP - COMPACTED IN PLACE

P.O.B. - POINT OF BEGINNING

P.O.E. - POINT OF ENDING

REF PT - REFERENCE POINT

OHWM - OBSERVED HIGH WATER MARK

OBS WSE - OBSERVED WATER SURFACE ELEVATION

Q100 WSE - 100 YEAR FLOOD WATER SURFACE ELEVATION

F.F. - FRONT FACE

B.F. - BACK FACE

SPA - SPACES

ABUT - ABUTMENT

PL - PLATE

GALV - GALVANIZED

U.N.O. - UNLESS NOTED OTHERWISE

SCALE: NTS

3'-0"

1'-0"

4'-0"

9"

3'-0"

9"

10'-0"

2'-0"

BEGIN/END

STRUCTURE

TOP OF ROAD

TOP OF

STRUCTURE/

GRND

POST, WOOD,

4-INCH X 4-INCH

INSIDE EDGE OF

BRIDGE RAIL OR

TRAVEL WAY

3'-0"

ASPHALT PAVEMENT MILLING41301 SQYD 172

TEMPORARY ABUTMENT BRACING 56201 LPSM 1

EXISTING CONCRETE

WINGWALLS AND

ABUTMENTS TO REMAIN

REF PT "A" REF PT "B"REMOVAL OF OLD STRUCTURE,

PORTIONS, DISPOSAL METHOD A

TEMPORARY ABUTMENT BRACING

PROPOSED ROAD PROFILE AT CL

EXISTING ROAD PROFILE AT CL

SILT SOCK, 8" MINIMUM15702 LNFT 390

ROADWAY EXCAVATION, COMPACTION METHOD B, FINISHING METHOD A20401 CUYD 611

AGGREGATE BASE, GRADING D, COMPACTION METHOD D30103 CUYD 202

SEEDING, HYDRAULIC OR DRY METHOD62503 LPSM

MULCHING, HYDRAULIC OR DRY METHOD62509 LPSM

PLACING CONSERVED TOPSOIL, 3-INCH62403 SQYD 995

62901 ROLLED EROSION CONTROL PRODUCT, TYPE 4 SQYD 732

TURBIDITY CURTAIN15712 SQYD 18

OBJECT MARKER

℄ BOLT

℄ BOLT

ZoeyFox Line

ZoeyFox Line

ZoeyFox Text Box The previously identified paving bid alternate shall be incorporated in the final bid and included in the project scope of work and associated costs.

Summary of Project Quantities referenced on this sheet shall be disregarded. See Schedule of Items for Project Quantities.

NOTES:

A DETOUR ROUTE IS NOT AVAILABLE FOR THE PROJECT LOCATION.

TRAFFIC CONTROL PLAN KEY

SIGN

TYPE III BARRICADE

ROAD

CLOSED

LOCAL

TRAFFIC

ONLY

MOUNTED

ON BARRICADE

FEET

ALL SIGNS, EXCEPT THOSE MOUNTED ON TYPE III BARRICADES SHALL

BE MOUNTED ON DRIVEN POSTS AT A 7 FOOT BOTTOM HEIGHT.

ROAD

CLOSED

AHEAD

ROAD

CLOSED

AHEAD

PROJECT LOCATION

(2) TYPE III BARRICADES, LIGHTED

AT EACH END OF WORK ZONE

TO EDRAY

TO COWEN

DRAWING TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

EASTERN REGION

FR 86-13.8

OVER KENS CREEK

SUPERSTRUCTURE

REPLACEMENT

MONONGAHELA

NATIONAL FOREST

GAULEY

RANGER DISTRICT

TEMPORARY TRAFFIC

CONTROL PLAN

C.SMITH

J.ALLEN

G.JUNTTILA

U28-02592

BARRICADES

AT EXISTING GATE

FR86

OVER

KENS CREEK

ROAD

CLOSED

AHEAD

1 (NEAR WILLIAMS RIVER GENERAL STORE)

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

EASTERN REGION

FR 86-13.8

OVER KENS CREEK

SUPERSTRUCTURE

REPLACEMENT

MONONGAHELA

NATIONAL FOREST

GAULEY

RANGER DISTRICT

TYPICAL SECTIONS

C.SMITH

J.ALLEN

G.JUNTTILA

U28-02592

6.5' ASPHALT

6.5' ASPHALT

VARIES

(VAR.)

EX GRADE

VARIES

EX BASE - GRAVEL/ SILTY SAND

(VAR.)

EXISTING ℄

GRADE

20.1' PAY LIMITS OF AGGREGATE BASE,

GRADING D, COMPACTION METHOD D

SCALE: NTS (EXTEND LIMITS TO STA. 6+88.65 FOR BID ALTERNATE 1)

6.5'2'

AGG

SHLDR

17.0'

AGGREGATE BASE,

GRADING D, COMPACTION

METHOD D

(8")

EXISTING

GROUND

PLACING CONSERVED TOPSOIL, 3-INCH

(TYP)

3:1 (MAX.)

2.0%2.0%

SEEDING, HYDRAULIC OR DRY METHOD

MULCHING, HYDRAULIC OR DRY METHOD

ROLLED EROSION CONTROL PRODUCT, TYPE 4

(TYP)

ROADWAY EXCAVATION,

COMPACTION METHOD

B, FINISHING METHOD A

SCALE: NTS (EXTEND LIMITS TO STA. 13+11.65 FOR BID ALTERNATE 1)

15.00' DECK O-O

6.50' 6.50'

13.00' CLEAR ROADWAY

12"X12" CONCRETE

CURB

16" CONCRETE

DECK

LOW CHORD ELEV. 2894.77

PLAN GRADE

EXISTING

GROUND

GUARDRAIL

ANCHORAGE OR

GUARDRAIL TERMINAL

OR GUARDRAIL,

FLARED END TERMINAL

(SEE SHEET C-07)

PROPOSED ℄ GRADE

6.5' 6.5'

3"x12" TIMBER WEARING

SURFACE PLANKS (TYP.)

15.0' DECK O-O

16" THICK

LONGITUDINAL

DOWEL-LAM

DECK WITH

SHIPLAP JOINTS

6"x8"x13'

SPREADER

BEAM (TYP.)

13.0' CLEAR ROADWAY

TL-2 TIMBER RAIL

6.5' 2'

AGG

SHLDR

REMARKS

TOP COURSE (AWI=220) (1.5" DEPTH)58-28

PERFORMANCE GRADERATE/SYD

165 #

ITEMI.D.

HMA APPLICATION TABLE

HMA BOND COAT FOR INFORMATION ONLY-0.05-0.15 GAL

LEVEL COURSE (2" DEPTH)58-28220 #WV BASE 1

WEARING IV1

7.0' ASPHALT

7.0' ASPHALT

VARIES

(VAR.)

EX GRADE

VARIES

EX BASE - GRAVEL/ SILTY SAND

(VAR.)

2:1

1:1

2.0'

2.0'

1 2

ASPHALT CEMENT,

WEARING IV

ASPHALT CEMENT,

WV BASE 1

6.5'

AGGREGATE

BASE,

GRADING D,

COMPACTION

METHOD D

(8")

PLACING CONSERVED TOPSOIL, 3-INCH

(TYP)

3:1

2.0%2.0%

SEEDING, HYDRAULIC OR DRY METHOD

MULCHING, HYDRAULIC OR DRY METHOD

ROLLED EROSION CONTROL PRODUCT, TYPE 4

(TYP)

ROADWAY EXCAVATION,

COMPACTION METHOD

B, FINISHING METHOD A

PLAN GRADE

6.5'

3:1

1 2

ASPHALT CEMENT,

WEARING IV

ASPHALT CEMENT,

WV BASE 1

EXISTING ℄

GRADE

13.16' DECK O-O

6.25' 6.25'

12.50' CLEAR ROADWAY

MODULAR STEEL

STRINGER BRIDGE

TIMBER DECK

NOTE:

THIS MODULAR STEEL BRIDGE SITS

OVER THE TOP OF THE EXISTING

BRIDGE AND SHALL BE REMOVED.

CONCRETE SUPERSTRUCTURE

TO BE REMOVED

HIGH PERFORMANCE TURF

REINFORCEMENT MAT

(1:1 SLOPES ONLY)

EX ASPHALT

(3.5" APPROX. DEPTH)

EX ASPHALT

(3.5" APPROX. DEPTH)

20.7' PAY LIMITS OF AGGREGATE BASE,

GRADING D, COMPACTION METHOD D

2'

AGG

SHLDR

17.0'

2'

AGG

SHLDR

CP1

CP3

CP4

CP5

CC

6+50

7+00

8+00

9+00 10+00

11+00

12+00

13+00

13+50

BP

: 6

+5 0.

PC

: 8

+0 6.

PT

: 9

+8 8.

PC

: 1

0+

.3

PT

: 1

0+

.8

EP

: 1

3+

.0

S81° 47' 05"E156.00'

PC STA = 8+06.00

N = 492334.1960

E = 2182243.6774

PI STA = 8+98.12

N = 492321.0329

E = 2182334.8504

PT STA = 9+88.65

N = 492337.3801 E = 2182425.5065

Δ = 18.44 R = 567.59'

T = 92.12' L = 182.64' S.E. = N.C.

PC STA = 10+11.35

N = 492341.4096 E = 2182447.8529

PI STA = 10+36.20

N = 492345.8196 E = 2182472.3093

PT STA = 10+60.81

N = 492355.9912 E = 2182494.9831 Δ = 13.94 R = 203.28' T = 24.85' L = 49.46' S.E. = N.C.

N65° 50' 19"E

289.19'

2905 2905

PP

DRAWING TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

EASTERN REGION

FR 86-13.8

OVER KENS CREEK

SUPERSTRUCTURE

REPLACEMENT

MONONGAHELA

NATIONAL FOREST

GAULEY

RANGER DISTRICT

PLAN OF SITE

C.SMITH

J.ALLEN

G.JUNTTILA

U28-02592

GENERAL NOTES:

1. THE CONTRACTOR SHALL LOCATE ALL ACTIVE UNDERGROUND UTILITIES PRIOR TO STARTING WORK AND SHALL

CONDUCT HIS OPERATIONS IN SUCH A MANNER AS TO ENSURE THAT THOSE UTILITIES NOT REQUIRING RELOCATION WILL NOT BE DISTURBED. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANIES FOR TEMPORARY AND PERMANENT RELOCATIONS FOR CONSTRUCTION OPERATIONS SUCH THAT UTILITIES DO NOT

INTERFERE WITH THE TEMPORARY OR PERMANENT WORK TO BE COMPLETED.

2. WATER LEVEL IS SUBJECT TO CHANGE. THE CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN

DETERMINATION OF WATER LEVELS THAT WILL EXIST DURING CONSTRUCTION.

3. NO CONCRETE SHALL BE DISCHARGED INTO THE STREAM DURING CONSTRUCTION.

4. INSTALL THE SPECIFIED QUANTITY OF ROLLED EROSION CONTROL PRODUCT (EMAT) AND THEN ANY ADDITIONAL AREAS THAT ARE DISTURBED BY THE CONTRACTOR SHALL BE SEEDED AND MULCHED UNDER THE

LUMP SUM PAY ITEMS.

5. COORDINATE SYSTEM REFERS TO NAD83 WEST VIRGINIA STATE PLANES, SOUTH ZONE, US FOOT. DATUM

REFERS TO NAVD88.

6. REFERENCE POINTS "A" AND "B" REFER TO FINISH GRADE AT CENTERLINE AT THE BACK FACE OF THE

ABUTMENTS/ENDS OF THE TIMBER BRIDGE SLAB.

7. PROVIDE SMOOTH TRANSITION FROM EXISTING TO PROPOSED ROADWAY AT REFERENCE POINTS "C" AND "D".

FADE OR EXTEND PROFILE SLIGHTLY AS REQUIRED.

8. SURVEY WAS COMPLETED BY HORIZON ENGINEERING FOR THIS PROJECT ON 10-27-2022.

9. ALL TREE REMOVAL TO BE INCIDENTAL TO CLEARING AND GRUBBING, DISPOSAL METHOD A.

10. THE EXISTING TEMPORARY BRIDGE MUST BE HANDLED WITH CARE, NOT DAMAGED, AND DELIVERED TO THE

BLACK MOUNTAIN STORAGE YARD. LAT: 38.305872, LONG: -80.204003.

DESCRIPTION

HORIZONTAL AND VERTICAL CONTROL

LOCATION

STA / OFFSET NORTHING EASTING ELEVATIONPOINT

CP3

CP4

LEGEND

PROPOSED EXISTING

CP2

CP1 9+81.04, 6.9' RT 2182419.1390492329.2922 2897.80 SPIKE

PROPERTY OWNER:

MONONGAHELA

NATIONAL FOREST

EXISTING EDGE OF

ASPHALT ROADWAY

PROPOSED

STRUCTURE

STA. 10+00

PROPOSED

SLOPE STAKE LINE

(TYP)

P.O.E.

REF PT "D"

EXISTING SUPERSTRUCTURE

(TO BE REMOVED)

EXISTING EDGE OF WATER

(4) EXISTING SIGNS

TO BE REMOVED

P.O.B.

REF PT "C"

REF PT "A"

REF PT "B"

SILT SOCK (TYP)

REBAR & CAP

SURVEY &

CONSTRUCTION ℄

BID ALTERNATE 1

ASPHALT CEMENT, WEARING IV

ASPHALT CEMENT, WV BASE 1

(STA. 11+11.35 - STA. 13+11.35)

PROPOSED

"ONE LANE BRIDGE" SIGN

W5-3 AT STA. 8+50

PROPOSED "ONE LANE BRIDGE"

SIGN W5-3 AT STA. 11+50

181' BEYOND POE

13+39.80, 14.5' LT

7+85.92, 9.8' LT

6+95.75, 9.5' LT

REFERENCE POINTS

LOCATION

STATION NORTHING EASTING ELEVATIONPOINT

C D

B A

6+88.65

2182425.5065492337.3801 2896.359+88.65 10+11.35

13+11.35

2896.35 2891.84 2903.00

PROPERTY OWNER:

MONONGAHELA

NATIONAL FOREST

SOIL EROSION CONTROL REQUIREMENTS

SEEDING WITH MULCH

AND/ OR MATTING

FACILITATES ESTABLISHMENT OF VEGETATIVE COVER.

EFFECTIVE FOR DRAINAGEWAYS WITH LOW VELOCITY.

EASILY PLACED IN SMALL QUANTITIES BY INEXPERIENCED

PERSONNEL. SHOULD INCLUDE PREPARED TOPSOIL BED.

EROSION MAT WITH NETTING IS PROHIBITED.

KEY DETAIL CHARACTERISTICS

RIPRAP, RUBBLE,

GABIONS

USED WHERE VEGETATION IS NOT EASILY ESTABLISHED.

EFFECTIVE FOR HIGH VELOCITIES OR HIGH

CONCENTRATIONS. PERMITS RUNOFF TO INFILTRATE

SOIL. DISSIPATES ENERGY FLOW AT SYSTEM OUTLETS.

14 AGGREGATE COVER STABILIZES SOIL SURFACE THUS MINIMIZING EROSION.

PERMITS CONSTRUCTION TRAFFIC IN ADVERSE

WEATHER. MAY BE USED AS PART OF PERMANENT BASE

CONSTRUCTION OF PAVED AREAS.

54 SILT SOCK FILTERS AND DETAINS RUNOFF.

15 PAVING PROTECTS AREAS WHICH CANNOT OTHERWISE BE

PROTECTED BUT INCREASES RUNOFF VOLUME AND

VELOCITY.

CP4

EXISTING EDGE OF WATER

EXISTING EDGE OF WATER

EXISTING EDGE OF GRAVEL

EXISTING 18"x32' CULVERT

REBAR & CAP

REBAR & CAP

REBAR & CAP

2182881.6890492548.0760 2909.83

2182743.6070492483.3850 2904.86

2182225.2005492346.7833 2892.71

2182135.9061492359.3313 2892.15

2182447.8535492341.4063 2182127.5122492350.9674 2182723.5754492458.5389

GUARDRAIL, FLARED

END TERMINAL

(12'-6")

GUARDRAIL ANCHORAGE

(TYP.)

BID ALTERNATE 1

HIGH PERFORMANCE TURF

REINFORCEMENT MAT

(STA. 6+88.65 - 9+41 RT)

PROPOSED 13' WIDE HMA

WITH 2' WIDE GRAVEL SHOULDERS

(TYP)

BID ALTERNATE 1

ASPHALT CEMENT, WEARING IV

ASPHALT CEMENT, WV BASE 1

(STA. 6+88.65 - STA. 8+88.65)

POSSIBLE STAGING AREA

CLEARING AND GRUBBING,

DISPOSAL METHOD A (TYP)

Feet 0 30 60

.0

6+50

.4

.0

.0

7+00

.4

.3

.8

.5

7+50

.2

.8

.6

.3

8+00

.0

.0

.4

.4

8+50

.8

.6

.2

.9

9+00

.7

.3

.0

.9

9+50

.3

.9

.3

.4

10+00

.3

.7

.5

.8

10+50

.7

.2

.1

.9

11+00

.6

.7

.3

.6

11+50

.0

.5

.7

.8

12+00

.4

.0

.2

.8

12+50

.9

.5

.6

.3

13+00

.5

.7

13+50

PVI STA: 10+82.63

PVI ELEV: 2896.35

G.C.: 2.91% K: 49.00

LVC: 142.54

BV

C

S:

0+

.3

BV

C

E:

6.

EV

C

S:

1+

.8

EV

C

E:

8.

LOW PT STA: 10+11.35

LOW PT ELEV: 2896.35

PVI STA: 9+64.99

PVI ELEV: 2896.35

G.C.: -1.63% K: 29.00

LVC: 47.31

BV

C

S:

+4 1.

BV

C E:

5.

EV

C

S:

+8 8.

EV

C E:

6.

HIGH PT STA: 9+88.65

HIGH PT ELEV: 2896.35

1.63%

-0.00%

2.91%

DRAWING TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

EASTERN REGION

FR 86-13.8

OVER KENS CREEK

SUPERSTRUCTURE

REPLACEMENT

MONONGAHELA

NATIONAL FOREST

GAULEY

RANGER DISTRICT

PROFILE OF SITE

C.SMITH

J.ALLEN

G.JUNTTILA

U28-02592

PROPOSED PROFILE ELEVATION AT CL

EXISTING PROFILE ELEVATION AT CL

PROPOSED ROAD PROFILE AT CL

EXISTING ROAD PROFILE AT CL

REF PT "A"

REF PT "D"

P.O.E.

MATCH EXISTING

REF PT "B"

OBS WSE = 2885.12'

10-27-2022

STREAM BED

EL 2884.30' (+/-)

REF PT "C"

P.O.B.

MATCH EXISTING

20.25'

PROPOSED BRIDGE, CL STA 10+00:

22.70 FOOT (OVERALL LENGTH) SINGLE SPAN BRIDGE

WITH A TIMBER DOWEL-LAM SLAB DECK ON EXISTING

CONCRETE ABUTMENTS AND CONCRETE SPREAD

FOOTINGS.

EXISTING BRIDGE CL STA 10+00:

22.70 FOOT (OVERALL LENGTH) SINGLE SPAN BRIDGE

WITH A CONCRETE SLAB DECK (TO BE REMOVED) ON

CONCRETE ABUTMENTS (TO REMAIN) AND CONCRETE

SPREAD FOOTINGS (TO REMAIN).

PROP. LOW CHORD = 2896.10'

EXISTING

CONCRETE

FOUNDATIONS

TO REMAIN

EXISTING TEMPORARY BRIDGE SUPERSTRUCTURE CL

STA 10+00: (TO BE REMOVED)

28.92 FOOT (OVERALL LENGTH) SINGLE SPAN STEEL

STRINGER BRIDGE WITH A TIMBER PLANK DECK.

Feet (HORIZONTAL) 0 30 60

Feet (VERTICAL) 0 3 6

CP1

10+00

PT

: 9

+8 8.

PC

: 1

0+

.3

DRAWING TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

EASTERN REGION

FR 86-13.8

OVER KENS CREEK

SUPERSTRUCTURE

REPLACEMENT

MONONGAHELA

NATIONAL FOREST

GAULEY

RANGER DISTRICT

PLAN OF STRUCTURE

C.SMITH

J.ALLEN

G.JUNTTILA

U28-02592

PROPERTY OWNER:

MONONGAHELA

NATIONAL FOREST

OBS WSE = 2885.12'

10-27-2022

STREAM BED

EL 2884.30' (+/-)

PROP. LOW CHORD

= 2896.10'

EXISTING SUPER STRUCTURE

(TO BE REMOVED)

EXISTING EDGE OF WATER

PROPOSED RIPRAP, CLASS V,

MACHINE PLACED (TYP)

2893.772893.77

CONSTRUCTION & SURVEY CENTERLINE

13'-0"

CLEAR

15'-0"

DECK

O-O

PROPOSED

GRADE

EXISTING

GROUND

AT TOE

PER PLAN

RIPRAP, CLASS

V, MACHINE

PLACED

REF PT "B"REF PT "A"

90°

13'-0"

PROPOSED HMA

WITH 2' WIDE

GRAVEL SHOULDERS

(TYP)

PROPOSED

RIPRAP, CLASS V,

MACHINE PLACED

(TYP)

1.5

AGGREGATE BASE,

GRADING D,

COMPACTION METHOD D

(8")

LIMITS OF:

STRUCTURE EXCAVATION

AND STRUCTURAL BACKFILL

3'-3"

PROPOSED

RIPRAP, CLASS V,

MACHINE PLACED

(TYP)

OBJECT MARKER SIGN

(OM3-R)

OBJECT MARKER SIGN

(OM3-L)

OBJECT MARKER SIGN

(OM3-R)

OBJECT MARKER SIGN

(OM3-L)

3'-3"

STA. 9+77

5'-0"

(TYP.)

3 SPA @ 5'-4" = 16'-0"3'-41

4"

22'-81

2" TL-2 BRIDGE RAILING

20'-5" GUARDRAIL ANCHORAGE

(ALL QUADRANTS)

37'-6" GUARDRAIL,

FLARED END TERM.

(NW & SE QUADRANTS)

STA. 10+22

PROPOSED SLOPE

STAKE LINE (TYP)

EXISTING CONCRETE

WING WALL (TYP.)

22'-81 2"

3'-0"

PROPOSED

STRUCTURE

STA. 10+00

22'-81

2" TIMBER RAIL PER MFR(TYP.)

TREATED STRUCTURAL TIMBER,

SUPERSTRUCTURE

NOTE:

1. DOWEL-LAM DECK, SPREADER BEAMS, WEARING

SURFACE, RAILING, AND ALL HARDWARE TO BE

INCLUDED WITH: TREATED STRUCTURAL TIMBER,

SUPERSTRUCTURE.

3'-41 4"

2'-0"

FLAT

1.5

3'-0"

3'-3"

2'-0"

20'-5" GUARDRAIL ANCHORAGE

(ALL QUADRANTS)

37'-6" GUARDRAIL,

FLARED END TERM.

(NE QUADRANT)

12'-6" GUARDRAIL,

FLARED END TERM.

(SE QUADRANT)

EXISTING CONCRETE

WINGWALLS AND

ABUTMENTS TO REMAIN

GUARDRAIL ANCHORAGE

(TYP. EACH QUADRANT)

SEAL CONCRETE SURFACE (TYP.)

(ALL EXPOSED CONCRETE SURFACES)

3'-3"

3'-3"

REF PT "A" REF PT "B"

PROPERTY OWNER:

MONONGAHELA

NATIONAL FOREST

PROPERTY OWNER:

MONONGAHELA

NATIONAL FOREST

PROPERTY OWNER:

MONONGAHELA

NATIONAL FOREST

EXISTING CONCRETE BLOCK

TO BE REMOVED (TYP.)

EXISTING TIMBER TIES TO

BE REMOVED (TYP.)

EXISTING EDGE OF ASPHALT

EXISTING EDGE OF GRAVELEXISTING CONCRETE

FOOTING (TYP.)

CLEAN CONCRETE SURFACE

(TOP FACE OF WINGWALLS)

3'-3"

2882.65

2885.90

7'-63 4" 7'-63

4"

SPREADER BEAM

7'-63 4"

TURBIDITY CURTAIN

TURBIDITY

CURTAIN

Feet 0 4 8

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

EASTERN REGION

FR 86-13.8

OVER KENS CREEK

SUPERSTRUCTURE

REPLACEMENT

MONONGAHELA

NATIONAL FOREST

GAULEY

RANGER DISTRICT

PLAN OF STRUCTURE

C.SMITH

J.ALLEN

G.JUNTTILA

U28-02592

6'-0" PANEL "A"

15'-0" OUT TO OUT DECK

6'-6" 6'-6"

13'-0" CLEAR ROADWAY

FLAT

1'-0"

1/2" BEVEL

@ RAILPOST

1/4" BEVEL

@ RAIL & BLOCKS 10 3/4"x6" GLU-LAM RAIL

10 1/2"x6"x8" GLU-LAM

RAILPOST BLOCK, S1S (5 1/2")

4"

6"6"

10 3/4"x6" GLU-LAM RAIL4"

3"

5"

8"

11" 11"

3/4"x30" DM. HD. DR. SPK.

DECK REINFORCEMENT,

(TYP.)

6"x12"x3'-0" SCUPPER, S1S1E (TYP.)

6"x12" CURB, S1S1E

4"Ø SPLIT RING

CONNECTORS

3/4"x30" DM. HD. BOLT (A449) WITH (1) 4"x4"x5/16" ⅊

WASHER (UNDER NUT) & (1)

4"Ø WASHER (UNDER HEAD)

PER BOLT, CURB TO DECK,

FIELD DRILL DECK 4

TAGS

CURBS ARE TO BE PLACED

SO TAGS SHOW FROM ℄ OF

ROADWAY. MATCH CURBS &

SCUPPERS PER SHOP

PLACED TAG NUMBERS

6"x12"x3'-0" SCUPPER, S1S1E (TYP.)

6"x12" CURB, S1S1E

16" DECK

6" 8" 8" 6"

NOTE:

CONTRACTOR IS TO ASSEMBLE CURB & SCUPPER IN PLACE,

MARK & DRILL THRU DECK, DISASSEMBLE, GROOVE DECK FOR

SPLIT RINGS, REASSEMBLE & BOLT DOWN.

3/4"x30" DM. HD. DR. SPK.

DECK REINFORCEMENT,

FIELD DRILL

2'-8"

3" TIMBER

6"x12" SCUPPER, S1S1E, SHOP DRILL

6"x12" CURB, S1S1E, SHOP DRILL

10 3/4"x6" GLU-LAM RAIL

10 1/2"x6"x8" GLU-LAM RAILPOST

BLOCK, S1S (5 1/2")

1'-0"

3/4"x30" DM. HD. DR. SPK.

DECK REINFORCEMENT,

SHOP DRILL POST

1 1/4"x26" DM. HD. BOLT (A449) WITH (2) 6"x8"x1/4" ⅊

WASHERS, POST TO CURB,

SHOP DRILL, UPSET 4

THREADS AFTER

INSTALLATION

4"Ø SPLIT RINGS, CURB TO

SCUPPER, SCUPPER TO

DECK, SHOP DRILL CURB &

SCUPPER, FIELD DRILL DECK

(2) 5/8"x26" DM. HD.

BOLTS WITH (1)

3"x3"x1/4" ⅊ WASHER EA., SHOP DRILL POST

8"x12"x4'-3" RAILPOST

3/4"x26" DM. HD. GALV. EPOXY

ANCHOR BOLT (10" EMBED) (TYP.)

4"

SPLICE

6'-0" PANEL "C"

4"

SPLICE

6'-0" PANEL "B"

4"x16" FLOORING, S1S 6"x8"x13' SPREADER BEAM

12"

(TYP.)

1'-0"

(TYP.) 6"

8"

FIELD DRILL 2

SHOP

DRILL

5/8"x15 1/2" DM. HD. DR. SPK. @

PANEL SHIPLAP JOINT, (TYP.) 1

3/4" EYEBOLTS ARE IN PLACE ON

PANEL @ SPREADER BEAM

LOCATIONS WHEN SHIPPED & ARE

USED FOR LIFTING & PLACING

PANELS ON THE BRIDGE. REMOVE

EYEBOLTS & REPLACE WITH 3/4"x26" DM. HD. BOLTS WITH (1) 3"x3"x5/16" ⅊

WASHER & (1) 3/4" LOCK NUT PER

BOLT, AFTER SPREADER BEAM HAS

BEEN FIELD DRILLED 1 3

NOTES:

ALL HARDWARE PENETRATING THE TOP OR BOTTOM EDGE OF THE DECK PLANK SHALL PASS THROUGH THE CENTER OF THAT DIMENSION.

FIELD DRILLED HOLES IN THE LOWER SPLICE BLOCK OF EACH PANEL ARE TO BE DRILLED COMPLETELY THROUGH THE BLOCK TO PREVENT

SPLITTING WHEN INSTALLING THE 5/8" DRIVE SPIKES.

THE CONTRACTOR SHALL INSTALL NELSON 8" COMPOSITE SHIMS OR EQUAL (SUPPLIED BY BRIDGE MANUFACTURER) IN ALL LOCATIONS WHERE THE TOP OF THE SPREADER BEAM DOES NOT CONTACT THE BOTTOM OF THE DECK PANEL UPON TIGHTENING TO ENSURE SNUG FIT ACROSS ENTIRE DECK WIDTH. THE CONTRACTOR SHALL RE-TIGHTEN ALL NUTS ON THE LAST DAY OF CONSTRUCTION IN THE PRESENCE OF THE ENGINEER TO ENSURE ALL NUTS ARE PROPERLY TIGHTENED. SET THREADS ON ALL BOLTS AT NUT WITH A CENTER PUNCH AFTER TIGHTENING.

HIGH STRENGTH (A449) DOME HEAD BOLTS DO NOT HAVE FINS UNDER THE HEAD AT THE SHANK.

ALL TIMBER AND HARDWARE SHOWN SHALL BE PAID FOR AS: TREATED STRUCTURAL TIMBER, SUPERSTRUCTURE.

CONTRACTOR SHOULD BE AWARE OF THE POTENTIAL TO HIT THE R.S. NAILS IN THE PREFABRICATED DECK PANELS WHEN INSTALLING THE CURB BOLTS FOR THE CURB & SCUPPER ATTACHMENT. A 3/4" HOLE SAW IS RECOMMENDED IN DRILLING THROUGH THE R.S. NAILS FOR THIS

ATTACHMENT.

1'-6" 1'-0" 1'-0"

NELSON 8"

COMPOSITE

SHIMS FULL

WIDTH OF

BOARD

16" DECK

16" DECK

NELSON 8"

COMPOSITE

SHIMS (TYP)

#8x 1 1/2"

COATED DECK

SCREW (TYP)

SPREADER

BEAM

SPREADER

BEAM

FLAT

1'-0"1'-0" 1'-6"2'-0" 2'-0" 2'-0" 2'-0"

6" 5 @ 12" =5'-0" 6"6"

10 3/4"x6" GLU-LAM RAIL

10 1/2"x6"x8" GLU-LAM

RAILPOST BLOCK, S1S (5 1/2")

3/4" JOINT FILLER (TYP.)

3" RC LONGITUDINAL TIMBER WEARING SURFACE

5/16"X6" CERAMIC COATED GRK RSS FASTENERS

(OR EQUAL) SCREWS @ 12" O.C. STAGGERED.

RECESS SCREWS BELOW TOP OF WOOD.

2 @ 12" =2'-0" 2 @ 12" =2'-0"

7+00.00

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

7+25.00

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

7+50.00

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

El ev

: 2

1.

El ev

: 2

1.

O ff:

5.

El ev : 2

2.

El ev

: 2

1.

El ev

: 2

1.

O ff:

-1 1.

El ev : 2

0.

-2.0% -2.0%

1.0 :1

-2.0%-2.0%

-3.0:1

El ev

: 2

2.

El ev

: 2

2.

O ff:

5.

El ev : 2

2.

El ev

: 2

2.

El ev

: 2

2.

O ff:

-1 1.

El ev : 2

1.

-2.0% -2.0%

1.0 :1-2.0%-2.0%

-3.0:1

El ev

: 2

2.

El ev

: 2

2.

O ff:

5.

El ev : 2

2.

El ev

: 2

2.

El ev

: 2

2.

O ff:

-1 0.

El ev : 2

1.

-2.0% -2.0%

1.0 :1

-2.0%-2.0% -3.0:1 -2.0:1

-2.0:1

-2.0:1

OFFSET: 0.00

ELEV: 2891.110

OFFSET: 0.00

ELEV: 2891.518

OFFSET: 0.00

ELEV: 2891.926

DRAWING TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

EASTERN REGION

FR 86-13.8

OVER KENS CREEK

SUPERSTRUCTURE

REPLACEMENT

MONONGAHELA

NATIONAL FOREST

GAULEY

RANGER DISTRICT

SOIL BORINGS

C.SMITH

J.ALLEN

G.JUNTTILA

U28-02592

1010 FT

10 FT

8+25.00

7+75.00

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

8+00.00

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

El ev

: 2

3.

El ev

: 2

3.

O ff:

6.

El ev : 2

4.

El ev

: 2

3.

El ev

: 2

3.

O ff:

-1 0.

El ev : 2

2.

-2.0% -2.0%

1.0 :1-2.0%-2.0%

-3.0:1

El ev

: 2

3.

El ev

: 2

3.

O ff:

3.

El ev : 2

1.

El ev

: 2

3.

El ev

: 2

3.

O ff:

-1 0.

El ev : 2

2.

-2.0% -2.0%

1.0 :1

-2.0%-2.0% -3.0:1

El ev

: 2

3.

El ev

: 2

3.

92 O ff:

9.

El ev

: 2

8.

El ev

: 2

3.

El ev

: 2

3.

O ff:

-1 3.

El ev : 2

2.

-2.0% -2.0%

1.0 :1

-2.0%-2.0%

-3.5:1

-2.0:1

-2.0:1

-2.0:1

OFFSET: 0.00

ELEV: 2892.333

OFFSET: 0.00

ELEV: 2892.741

OFFSET: 0.00

ELEV: 2893.149

DRAWING TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

EASTERN REGION

FR 86-13.8

OVER KENS CREEK

SUPERSTRUCTURE

REPLACEMENT

MONONGAHELA

NATIONAL FOREST

GAULEY

RANGER DISTRICT

SOIL BORINGS

C.SMITH

J.ALLEN

G.JUNTTILA

U28-02592

1110 FT

10 FT

8+50.00

8+75.00

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

9+00.00

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

El ev

: 2

4.

El ev

: 2

4.

32 O ff:

9.

El ev

: 2

8.

El ev

: 2

4.

El ev

: 2

4.

O ff:

-1 5.

El ev : 2

2.

-2.0% -2.0%

1.0 :1

-2.0%-2.0%

-4.0:1

El ev

: 2

4.

El ev

: 2

4.

73 O ff:

9.

El ev

: 2

9.

El ev

: 2

4.

El ev

: 2

4.

O ff:

-1 9.

El ev : 2

1.

-2.0% -2.0%

1.0 :1

-2.0%-2.0%

-4.0:1

El ev

: 2

5.

El ev

: 2

5.

12 O ff:

9.

El ev

: 2

9.

El ev

: 2

5.

El ev

: 2

5.

O ff:

-1 4.

El ev : 2

3.

-2.0% -2.0%

1.0 :1

-2.0%-2.0% -4.0:1

-2.0:1

-2.0:1

-2.0:1

OFFSET: 0.00

ELEV: 2893.557

OFFSET: 0.00

ELEV: 2893.965

OFFSET: 0.00

ELEV: 2894.373

DRAWING TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

EASTERN REGION

FR 86-13.8

OVER KENS CREEK

SUPERSTRUCTURE

REPLACEMENT

MONONGAHELA

NATIONAL FOREST

GAULEY

RANGER DISTRICT

SOIL BORINGS

C.SMITH

J.ALLEN

G.JUNTTILA

U28-02592

1210 FT

10 FT

9+25.00

9+50.00

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

9+75.00

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

El ev

: 2

5.

El ev

: 2

5.

O ff:

2.

El ev : 2

4.

El ev

: 2

5.

El ev

: 2

5.

O ff:

-1 5.

El ev : 2

3.

-2.0% -2.0% -2.0:1

-2.0%-2.0%

-3.0:1

El ev

: 2

5.

El ev

: 2

5.

O ff:

6.

El ev : 2

3.

El ev

: 2

5.

El ev

: 2

5.

O ff:

-1 6.

El ev : 2

3.

-2.0% -2.0% -3.0:1

-2.0%-2.0%

-3.5:1

El ev

: 2

6.

El ev

: 2

6.

O ff:

7.

El ev : 2

1.

85El ev

: 2

6.

El ev

: 2

6.

O ff:

-1 4.

El ev : 2

4.

-2.0% -2.0%

-2.0:1

-2.0%-2.0%

-2.8:1

OFFSET: 0.00

ELEV: 2894.781

OFFSET: 0.00

ELEV: 2895.176

OFFSET: 0.00

ELEV: 2895.401

DRAWING TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

EASTERN REGION

FR 86-13.8

OVER KENS CREEK

SUPERSTRUCTURE

REPLACEMENT

MONONGAHELA

NATIONAL FOREST

GAULEY

RANGER DISTRICT

SOIL BORINGS

C.SMITH

J.ALLEN

G.JUNTTILA

U28-02592

1310 FT

10 FT

10+25.00

10+50.00

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

10+75.00

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

11+00.00

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

El ev

: 2

6.

El ev

: 2

6.

O ff:

7.

El ev : 2

1.

76El ev

: 2

6.

El ev

: 2

6.

O ff:

-1 6.

El ev : 2

3.

-2.0% -2.0%

-2.0:1

-2.0%-2.0%

-3.0:1

El ev

: 2

6.

El ev

: 2

6.

O ff:

6.

El ev : 2

2.

El ev

: 2

6.

El ev

: 2

6.

O ff:

-2 4.

El ev : 2

1.

-2.0% -2.0%

-2.0:1

-2.0%-2.0%

-3.0:1

El ev

: 2

6.

El ev

: 2

6.

O ff:

3.

El ev : 2

5.

El ev

: 2

6.

El ev

: 2

6.

O ff:

-2 2.

El ev : 2

2.

-2.0% -2.0% -4.0:1

-2.0%-2.0%

-3.0:1

El ev

: 2

7.

El ev

: 2

7.

O ff:

9.

El ev : 2

3.

13El ev

: 2

7.

El ev

: 2

6.

O ff:

-1 8.

El ev : 2

3.

-2.0% -2.0%

-3.0:1

-2.0%-2.0%

-3.0:1

OFFSET: 0.00

ELEV: 2895.452

OFFSET: 0.00

ELEV: 2895.586

OFFSET: 0.00

ELEV: 2895.847

OFFSET: 0.00

ELEV: 2896.235

DRAWING TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

EASTERN REGION

FR 86-13.8

OVER KENS CREEK

SUPERSTRUCTURE

REPLACEMENT

MONONGAHELA

NATIONAL FOREST

GAULEY

RANGER DISTRICT

SOIL BORINGS

C.SMITH

J.ALLEN

G.JUNTTILA

U28-02592

1410 FT

10 FT

12+00.00

11+25.00

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

11+50.00

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

11+75.00

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

El ev

: 2

7.

El ev

: 2

7.

O ff:

4.

El ev : 2

5.

El ev

: 2

7.

El ev

: 2

7.

O ff:

-1 7.

El ev : 2

4.

-2.0% -2.0% -3.0:1

-2.0%-2.0%

-3.0:1

El ev

: 2

8.

El ev

: 2

8.

O ff:

3.

El ev : 2

0.

El ev

: 2

8.

El ev

: 2

8.

O ff:

-2 0.

El ev : 2

3.

-2.0% -2.0% 2.0:1-2.0%-2.0%

-3.0:1

El ev

: 2

8.

El ev

: 2

8.

O ff:

2.

El ev : 2

0.

El ev

: 2

8.

El ev

: 2

8.

O ff:

-2 6.

El ev : 2

2.

69 -2.0% -2.0% 2.0:1-2.0%-2.0%

-3.0:1

El ev

: 2

9.

El ev

: 2

9.

O ff:

9.

El ev : 2

9.

El ev

: 2

9.

El ev

: 2

9.

O ff:

-2 3.

El ev : 2

4.

-2.0% -2.0% 2.0:1

-2.0%-2.0%

-3.0:1

-3.0:1

-3.0:1

-3.0:1

OFFSET: 0.00

ELEV: 2896.751

OFFSET: 0.00

ELEV: 2897.395

OFFSET: 0.00

ELEV: 2898.120

OFFSET: 0.00

ELEV: 2898.848

DRAWING TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

EASTERN REGION

FR 86-13.8

OVER KENS CREEK

SUPERSTRUCTURE

REPLACEMENT

MONONGAHELA

NATIONAL FOREST

GAULEY

RANGER DISTRICT

SOIL BORINGS

C.SMITH

J.ALLEN

G.JUNTTILA

U28-02592

1510 FT

10 FT

12+75.00

12+25.00

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

12+50.00

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

13+00.00

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

El ev

: 2

0.

El ev

: 2

0.

O ff:

7.

El ev : 2

0.

El ev

: 2

0.

El ev

: 2

0.

O ff:

-1 2.

El ev : 2

8.

-2.0% -2.0%

2.0:1 -2.0%-2.0%

-3.0:1

El ev

: 2

1.

El ev

: 2

1.

O ff:

8.

El ev : 2

1.

El ev

: 2

1.

El ev

: 2

1.

O ff:

-2 0.

El ev : 2

6.

-2.0% -2.0% 2.0:1

-2.0%-2.0%

-3.0:1

El ev

: 2

1.

El ev

: 2

1.

O ff:

8.

El ev : 2

1.

El ev

: 2

1.

El ev

: 2

1.

O ff:

-2 1.

El ev : 2

7.

-2.0% -2.0% 2.0:1

-2.0%-2.0%

-3.0:1

El ev

: 2

2.

El ev

: 2

2.

O ff:

7.

El ev : 2

2.

El ev

: 2

2.

El ev

: 2

2.

O ff:

-1 0.

El ev : 2

1.

-2.0% -2.0%

2.0:1 -2.0%-2.0%

-3.0:1

-3.0:1

-3.0:1

-3.0:1

-3.0:1

OFFSET: 0.00

ELEV: 2899.575

OFFSET: 0.00

ELEV: 2900.302

OFFSET: 0.00

ELEV: 2901.030

OFFSET: 0.00

ELEV: 2901.757

DRAWING TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

EASTERN REGION

FR 86-13.8

OVER KENS CREEK

SUPERSTRUCTURE

REPLACEMENT

MONONGAHELA

NATIONAL FOREST

GAULEY

RANGER DISTRICT

SOIL BORINGS

C.SMITH

J.ALLEN

G.JUNTTILA

U28-02592

1610 FT

10 FT

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

EASTERN REGION

FR 86-13.8

OVER KENS CREEK

SUPERSTRUCTURE

REPLACEMENT

MONONGAHELA

NATIONAL FOREST

GAULEY

RANGER DISTRICT

GUARDRAIL DETAILS

C.SMITH

J.ALLEN

G.JUNTTILA

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

EASTERN REGION

FR 86-13.8

OVER KENS CREEK

SUPERSTRUCTURE

REPLACEMENT

MONONGAHELA

NATIONAL FOREST

GAULEY

RANGER DISTRICT

GUARDRAIL DETAILS

C.SMITH

J.ALLEN

G.JUNTTILA

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

EASTERN REGION

FR 86-13.8

OVER KENS CREEK

SUPERSTRUCTURE

REPLACEMENT

MONONGAHELA

NATIONAL FOREST

GAULEY

RANGER DISTRICT

GUARDRAIL DETAILS

C.SMITH

J.ALLEN

G.JUNTTILA