FR209_Plans_signed.pdf

PDF 7 MB Posted Aug 3, 2023

Attached to: Monongahela National Forest FR209 AOP Replacement Federal contract opportunity
Solicitation number: 12445523B0006
Issued by: Department of Agriculture Forest Service

About this file

Written by GovTribe AI · Dec 21, 2023

This document contains engineering plans for the replacement of a bridge located on FR 209 over Red Run in Randolph County, West Virginia. The bridge replacement project will involve constructing a new 76.5 foot single span, side-by-side prestressed concrete box beam bridge with concrete abutments and micropile foundations. The bridge will have a design speed of 30 mph and currently experiences an annual average daily traffic volume of [number redacted]. The engineering plans were created for the Monongahela National Forest - Greenbrier Ranger District by U.P. Engineers & Architects, Inc. and include design details, specifications, structural plans and cross sections.

The related federal contract opportunity is a pre-solicitation notice for the FR209 AOP Replacement project issued by the USDA Forest Service. The replacement of the FR 209 bridge over Red Run is located within the Monongahela National Forest in Randolph County, West Virginia.

View the file

Other files for this federal contract opportunity

Other files attached to Monongahela National Forest FR209 AOP Replacement, newest first.
File	Type	Posted
Red Run - 100 pct Supplemental Specs.pdf	PDF	Aug 3, 2023
Red Run - 100 pct Schedule of Items.pdf	PDF	Aug 3, 2023

On GovTribe

Work with this file on GovTribe

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

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 5/11/2022

C-02 QUANTITIES, DESIGN DATA, GENERAL NOTES 5/11/2022

C-03 TEMPORARY TRAFFIC CONTROL PLAN 5/11/2022

C-04 TYPICAL SECTIONS 5/11/2022

C-05 GENERAL PLAN 5/11/2022

C-06 GENERAL PROFILE 5/11/2022

C-07 PLAN OF STRUCTURE 5/11/2022

C-08 SOUTH ABUTMENT PLAN AND ELEVATION 5/11/2022

C-09 NORTH ABUTMENT PLAN AND ELEVATION 5/11/2022

C-10 MICROPILE LAYOUT PLAN 5/11/2022

C-11 MICROPILE DETAILS 5/11/2022

C-12 - C-14 STRUCTURE DETAILS 5/11/2022

C-15 REINFORCEMENT AND MISCELLANEOUS DETAILS 5/11/2022

C-16 SOIL BORINGS 5/11/2022

C-17 - C-21 CROSS SECTIONS 5/11/2022

C-22 - C-24 GUARDRAIL DETAILS 5/11/2022

FROM US-219 S/ US-250 S (WV-92 S) INTERSECTION IN

HUTTONSVILLE, WEST VIRGINIA HEAD SOUTH ON US-250

S (WV-92 S) FOR 11.2 MILES, THEN TURN LEFT ONTO FR

209 (SHAVERS FORK ROAD). CONTINUE ON FR 209 FOR

0.3 MILES TO THE BRIDGE LOCATION.

5/1 0/2

2 1 6:

Z :\U

-0

-F Y2

1 R 9 1

\10 5 R

9- 0.2

.D W

EASTERN REGION

MONONGAHELA NATIONAL FOREST - GREENBRIER RANGER DISTRICT

RANDOLPH COUNTY

WEST VIRGINIA

FR 209-0.2 OVER RED RUN

STRUCTURE REPLACEMENT

U.P. ENGINEERS & ARCHITECTS, INC.

ENGINEERING ARCHITECTURE PLANNING SURVEYING ENVIRONMENTAL

STRUCTURE NUMBER: 092103000035792 (LAT 38.631456, LONG -79.880432)

STRUCTURE DESCRIPTION:

76.5 FOOT (OVERALL LENGTH) SINGLE SPAN, SIDE-BY-SIDE PRESTRESSED

CONCRETE BOX BEAM BRIDGE WITH CONCRETE ABUTMENTS, A SPREAD

FOOTING ON THE NORTH, AND A MICROPILE FOUNDATION ON THE SOUTH.

DESIGN SPEED: 30 MPH

AADT: <200

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 209

US-250 S/ WV-92 S

RED RUN

SHAVERS FORK

TO HUTTONSVILLE

TO DURBIN

Forest Road 209 Culvert Replacement With Bridge For Aquatic Organism Passage Improvement gjunttila PA Stamp gjunttila Stamp gjunttila Text Box 5/11/22 benjaminshaffer Cross-Out

DRAWING TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

5/1 0/2

2 1 6:

Z :\U

-0

-F Y2

1 R 9 1

\10 5 R

9- 0.2

.D W

EASTERN REGION

Forest Road 209 Culvert Replacement With Bridge

For Aquatic Organism Passage Improvement

MONONGAHELA

NATIONAL FOREST

GREENBRIER

RANGER DISTRICT

QUANTITIES,

DESIGN DATA,

GENERAL NOTES

5/11/2022

G.JUNTTILA

J.ALLEN

S. WRIGHT

U28-01575

C-02

24 2

MOBILIZATION15101 LPSM 1

ITEM NO. DESCRIPTION UNITS QUANTITY

SUMMARY OF PROJECT QUANTITIES

CONSTRUCTION SURVEY AND STAKING, METHOD 1, TOLERANCE CLASS C15201 LPSM

SILT SOCK15702 LNFT

REMOVAL OF OLD STRUCTURE, DISPOSAL METHOD A20304 LPSM

RIPRAP, CLASS IV, MACHINE PLACED25101 CUYD

AGGREGATE BASE, GRADING D, COMPACTION METHOD D30103 CUYD

ASPHALT CEMENT, WV BASE 140312.1 TON

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 280

CLEARING AND GRUBBING, DISPOSAL METHOD A20102 ACRE 0.2

STRUCTURE EXCAVATION20801 CUYD 292

STRUCTURAL BACKFILL20803 CUYD 183

OBJECT MARKERS, TYPE 363306 EACH 4

UNDERDRAIN SYSTEM, 6 INCH60501 LNFT 100

SUBBASE, GRADING B, COMPACTION METHOD D30107 CUYD 197

EMBANKMENT, PLACEMENT METHOD 120411 CUYD 81

POSTS, STEEL, 3 LB63305 LNFT 40

62901 ROLLED EROSION CONTROL PRODUCT, TYPE 2.D SQYD 870

BRIDGE RAILING55601 LNFT 163

HYDRAULIC DATA:

100 YEAR FREQUENCY

DRAINAGE AREA...........................................................................................................................................................................3.96 SQ MI

Q100....................................................................................................................................................................................................893 CFS

VELOCITY THRU STRUCTURE.......................................................................................................................................................9.65 FPS

BRIDGE OPEN AREA THRU STRUCTURE..............................................................................................................................309.05 SQ FT

FLOW AREA THRU STRUCTURE.............................................................................................................................................108.70 SQ FT

HIGH WATER ELEVATION............................................................................................................................................................3542.77 FT

SCOUR CRITICAL CODE

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:

FHWA STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY PROJECTS, FP-14 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 PROJECT ENGINEER.

THE WORK COVERED BY THESE PLANS INCLUDES REMOVAL OF THE ENTIRE EXISTING CULVERT, INSTALLATION OF THE NEW BRIDGE AS SHOWN HEREIN CONSTRUCTION OF THE APPROACHES TO THE LIMITS SHOWN, SLOPE RESTORATION AND RIPRAP.

THE ROAD WILL BE CLOSED AND A DETOUR ROUTE IS NOT POSSIBLE.

THE STATIONING AS SHOWN ON THESE PLANS FOR REFERENCE POINTS "A" AND "B" (CENTERLINE OF PROPOSED BRIDGE AT THE BACK OF ABUTMENT BACKWALLS) 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 ENGINEER.

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 53, 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.

ALL EXPOSED CONCRETE CORNERS SHOWN ON THE PLANS SHALL BE BEVELED WITH 3/4" TRIANGULAR MOLDINGS EXCEPT AS NOTED OTHERWISE.

UNLESS SHOWN OTHERWISE ON THE PLANS, PROVIDE MINIMUM CONCRETE CLEAR COVER FOR REINFORCEMENT ACCORDING TO THE FOLLOWING:

CONCRETE CAST AGAINST EARTH: 3 INCH

PRESTRESSED BEAMS: 1 INCH

ALL OTHER, UNLESS SHOWN ON THE PLANS: 2 INCH

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 TO THE CONTRACTING OFFICER FOR INSPECTION PRIOR TO MOBILIZATION ONTO FOREST SERVICE LANDS.

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

ENCOUNTERED.

NO WORK SHALL BE PERFORMED ON FEDERAL HOLIDAYS OR WEEKENDS WITHOUT PRIOR APPROVAL FROM THE CONTRACTING OFFICER.

THE CONTRACTOR SHALL PERFORM ALL IN-STREAM WORK BETWEEN JUNE 1ST AND SEPTEMBER 15TH.

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

SCALES SHOWN ON THE PLANS ARE VALID ONLY FOR 22"X34" SHEETS.

DESIGN DATA:

LOAD RATING (RATING FACTORS):

HL-93 (FEDERAL)

INVENTORY RATING (STRENGTH I, SHEAR)........................................................................................................................................1.15

OPERATING RATING (STRENGTH I, SHEAR)........................................................................................................................................1.29

LEGAL

OPERATING RATING (STRENGTH I, SHEAR)(SU7)..............................................................................................................................1.46

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

LIVE LOAD DEFLECTION DOES NOT EXCEED 1/800 OF THE SPAN LENGTH.

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

DEAD LOAD:

THE BRIDGE RAILING LOAD = 40 PLF (PER SIDE).

ULTIMATE DESIGN STRESSES:

STRUCTURAL CONCRETE CLASS A:

SUBSTRUCTURE (ABUTMENTS, FOOTINGS, WINGWALLS)..................................................................................f ' c = 4,500 PSI

DECK CONCRETE ......................................................................................................................................................f ' c = 4,500 PSI

TREMIE CONCRETE.........................................................................................................................................................................f ' c = 3,000 PSI

PRECAST CONCRETE (BOX BEAMS).................................................................................................................f ' ci = 6,000 PSI, f ' c = 8,000 PSI

STEEL REINFORCEMENT (ALL NON-PRESTRESSED).................................................................................................................fy = 60,000 PSI

PRESTRESSING STRANDS (LOW RELAX)...................................................................................................................................fy = 270,000 PSI

STRUCTURAL CONCRETE, CLASS A55201 CUYD 100

EPOXY COATED REINFORCING STEEL55404 LBS 8176

TREMIE CONCRETE 55210 CUYD 8

FURNISH PILE DRILLING EQUIPMENT 55151 LPSM 1

PRECAST, PRESTRESSED CONCRETE BOX BEAM 55302 LNFT 444

MICROPILE56701 LNFT 172

POST-TENSIONING SYSTEM58701 LPSM 1

GUARDRAIL, FLARED END TERMINAL61702

GUARDRAIL, CLASS I61701 LNFT 38

EACH 4

GUARDRAIL ANCHORAGE61706 EACH 4

BEARING DEVICE56401 EACH 12

JOINT SEALANT, HOT POURED RUBBER41403 LNFT 36

MATERIAL & FABRICATION NOTES:

THE PRESTRESSED CONCRETE BEAMS SHALL CONFORM TO ALL APPLICABLE PROVISIONS OF SECTION 553 OF THE STANDARD SPECIFICATIONS.

MILD REINFORCEMENT:

ALL MILD REINFORCING STEEL SHALL BE GRADE 60, DEFORMED BILLET STEEL AND SHALL BE EPOXY COATED EXCEPT WHERE NOTED. ALL UNCOATED REINFORCING SHALL MEET THE REQUIREMENTS OF AASHTO M31. ALL EPOXY COATED REINFORCING SHALL MEET THE REQUIREMENTS OF AASHTO M284, EXCEPT WHERE AMENDED BY SECTION 433 OF THE STANDARD SPECIFICATIONS. ALL TENSION LAP SPLICES SHALL BE A CLASS B, CONTACT TYPE.

PRESTRESSING STRAND:

ALL PRESTRESSING STEEL SHALL BE 0.6" DIAMETER, GRADE 270, 7 WIRE UNCOATED, LOW-RELAXATION STRAND MEETING THE REQUIREMENTS OF AASHTO M203, SUPPLEMENT S1. ALL STRANDS SHALL BE ENCLOSED INSIDE THE STIRRUP CAGE FOR THE FULL LENGTH OF THE BEAM. ALL EXPOSED PRESTRESSING STRAND AT EACH BEAM END SHALL BE SHOP COATED WITH A LIQUID COLD-APPLIED BITUMINOUS ELASTOMERIC WATERPROOFING MEMBRANE. MATERIAL SHALL

MEET ASTM C836-84.

CONCRETE:

ALL CONCRETE USED IN MANUFACTURING PRESTRESSED CONCRETE BEAMS SHALL MEET THE REQUIREMENTS OF SECTION 553 OF THE STANDARD SPECIFICATIONS. DESIGN STRENGTHS SHALL MEET OR EXCEED THE MINIMUM VALUES

SET FORTH IN THESE PLANS.

ELASTOMERIC BEARING PADS:

ALL BEARING PADS SHALL MEET THE APPLICABLE REQUIREMENTS AS SET FORTH IN SECTION 14.7.6 OF THE AASHTO LRFD BRIDGE CONSTRUCTION SPECIFICATIONS, 2020 EDITION WITH CURRENT INTERIMS. ALL BEARINGS SHALL BE STEEL REINFORCED LAMINATED BEARINGS. THE ELASTOMER MATERIAL SHALL BE 60 DUROMETERS WITH A MINIMUM LOW TEMPERATURE GRADE OF 3 (ZONE C). ALL STEEL REINFORCING SHALL MEET THE REQUIREMENTS OF AASHTO

M270, GRADE 36.

WELDING:

TACK WELDING OF REINFORCEMENT IS NOT PERMITTED. REINFORCING CAGES AND LONGITUDINAL STEEL SHALL BE ADEQUATELY TIED WITH APPROVED MEANS TO PREVENT RACKING AND MISALIGNMENT. ALL WELDING OF FABRICATED ITEMS, AS SHOWN IN THESE PLANS SHALL BE IN ACCORDANCE WITH ALL APPLICABLE PROVISIONS OF AASHTO/AWS D1.5, 2002.

POST-TENSIONING:

POST - TENSIONING STRANDS SHALL BE 0.5" DIAMETER, GRADE 270, 7 WIRE UNCOATED, LOW-RELAXATION STRAND MEETING THE REQUIREMENTS OF AASHTO M203, SUPPLEMENT S1. ALL POST-TENSIONING BEARING PLATES, COUPLERS, AND ANCILLARY HARDWARE SHALL BE HOT-DIPPED GALVANIZED IN ACCORDANCE WITH AASHTO M111. THE GALVANIZING PLANT SHALL ADMINISTER ADEQUATE QUALITY CONTROL MEASURES TO SAFEGUARD AGAINST HYDROGEN EMBRITTLEMENT. QUALITY CONTROL MEASURES SHALL COMPLY WITH ASTM A-143. CERTIFICATION FOR HOT-DIP GALVANIZING SHALL BE PROVIDED BY THE GALVANIZING PLANT. ALL POST-TENSIONING BEARING

PLATES SHALL CONFORM TO AASHTO M270, GRADE 36.

SHEAR KEY GROUT:

SHEAR KEY GROUT SHALL BE A GROUT THAT IS RECOMMENDED BY THE MANUFACTURER FOR A POURABLE GROUT APPLICATION AND THAT BASED ON THE MANUFACTURER'S TEST DATA WILL ATTAIN A MINIMUM OF 4500 PSI COMPRESSIVE STRENGTH IN 3 DAYS UNDER CONDITIONS REPRESENTATIVE OF THE CONDITIONS TO BE EXPERIENCED AT THE SITE. THE GROUT MUST BE LISTED ON THE APPROVED LIST OF GROUTS PUBLISHED BY THE WEST VIRGINIA DIVISION OF HIGHWAYS, MATERIALS CONTROL, SOIL AND TESTING DIVISION. THE CONTRACTOR SHALL PRE-TEST THE PROPOSED GROUT FOR COMPRESSIVE STRENGTH AT 3 AND 7 DAYS AND SUBMIT THE RESULTS TO THE USFS CONTRACTING OFFICER FOR APPROVAL PRIOR TO INSTALLATION OF THE GROUT IN THE STRUCTURE. THE TESTS WILL BE BASED ON A POURABLE CONSISTENCY WITH THE SAME WATER/GROUT MIXTURE RATIO TO BE USED

IN THE STRUCTURE.

THE CONTRACTOR SHALL BE REQUIRED TO SUBMIT THE GROUT PRE-TEST RESULTS OBTAINED IN THE NOTE ABOVE. THE CONTRACTOR SHALL BE REQUIRED TO PERFORM A NEW PRE-TEST AND SUBMISSION FOR APPROVAL UNDER

ANY OF THE FOLLOWING CONDITIONS:

-A PERIOD OF 18 MONTHS HAS ELAPSED SINCE LAST PRE-APPROVAL TESTING.

-GROUT MANUFACTURER HAS REVISED OR CHANGED THE GROUT SPECIFICATIONS.

-THE CONTRACTOR ALTERS THE WATER/GROUT MIXTURE RATIO.

-THE CONTRACTOR CHANGES GROUT MANUFACTURER.

TEST PROCEDURE FOR DETERMINING THE COMPRESSIVE STRENGTH OF GROUT SHALL USE CUBE SPECIMENS IN ACCORDANCE WITH ASTM C109, AS MODIFIED BY ASTM C1107. GROUT TESTING IN ACCORDANCE WITH AASHTO T23

(STANDARD CYLINDER TEST) IS NOT ACCEPTABLE.

SHOP DRAWINGS:

THE FABRICATOR SHALL BE RESPONSIBLE FOR THE PREPARATION OF SHOP DRAWINGS IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS.

ROADWAY OBLITERATION, METHOD 121101 MILE 0.08

ASPHALT CEMENT, WEARING IV40312.2 TON 30

PLACING CONSERVED TOPSOIL, 3 INCH62404 SQYD 870

MICROPILE, LOAD TEST55103 EACH 1

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

AutoCAD SHX Text E

TRAFFIC CONTROL PLAN - ROAD CLOSURE / DETOUR

TRAFFIC CONTROL PLAN KEY

SIGN

TYPE III BARRICADE

ROAD

CLOSED

FOREST

ROAD 209

MOUNTED

ON BARRICADE

ROAD

CLOSED

AHEAD

FEET

PROJECT LOCATION

NOTES:

NO DETOUR ROUTE IS AVAILABLE FOR THIS LOCATION.

FR 209

(2) TYPE III BARRICADES, LIGHTED

AT EACH END OF WORK ZONE

W20-3

R11-2

W20-3

ALL SIGNS, EXCEPT THOSE MOUNTED ON TYPE III BARRICADES

SHALL BE MOUNTED ON DRIVEN POSTS AT A 7 FOOT BOTTOM

HEIGHT.

DRAWING TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

5/1 0/2

2 1 6:

Z :\U

-0

-F Y2

1 R 9 1

\10 5 R

9- 0.2

.D W

EASTERN REGION

Forest Road 209 Culvert Replacement With Bridge

For Aquatic Organism Passage Improvement

MONONGAHELA

NATIONAL FOREST

GREENBRIER

RANGER DISTRICT

TEMPORARY

TRAFFIC

CONTROL PLAN

5/11/2022

G.JUNTTILA

J.ALLEN

S. WRIGHT

U28-01575

C-03

24 3

US-250 S

RED RUN

SHAVERS FORK

ROAD

CLOSED

AHEAD

ROAD

CLOSED

AHEAD

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

AutoCAD SHX Text E benjaminshaffer Line benjaminshaffer Line benjaminshaffer Line benjaminshaffer Line benjaminshaffer Line benjaminshaffer Line

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

5/1 0/2

2 1 6:

Z :\U

-0

-F Y2

1 R 9 1

\10 5 R

9- 0.2

.D W

EASTERN REGION

Forest Road 209 Culvert Replacement With Bridge

For Aquatic Organism Passage Improvement

MONONGAHELA

NATIONAL FOREST

GREENBRIER

RANGER DISTRICT

TYPICAL

SECTIONS

5/11/2022

G.JUNTTILA

J.ALLEN

S. WRIGHT

U28-01575

C-04

24 4

SCALE: 1:4

EXISTING TYPICAL SECTION (STA 8+25 - STA 9+40)

SCALE: 1:3

PROPOSED BRIDGE SECTION

SCALE: 1:3

EXISTING BRIDGE SECTION

8.0' AGGREGATE

VARIES

(VAR.)

EX GRADE

VARIES

EX BASE - GRAVEL/ SILTY SAND (60")

(VAR.)

EXISTING ℄ GRADE

26.0' PAY LIMITS OF AGGREGATE BASE, GRADING D, COMPACTION METHOD D

SCALE: 1:4

PROPOSED TYPICAL SECTION (STA 8+62.07 - STA 8+74)

8.0'

1:3

3.0'

AGG

SHLDR

(VAR.) PLAN GRADE

8.0'

16.0'

AGGREGATE BASE,

GRADING D, COMPACTION

METHOD D

(6")

EXISTING GROUND

2.0%2.0%

18.625' DECK O-O (PRESTRESSED CONCRETE DECK)

8.0' LANE 8.0' LANE

17.25' CLEAR ROADWAY

PLAN GRADE

BRIDGE RAILING

1:2

PLACING CONSERVED TOPSOIL, 3-INCH

(TYP)

SEEDING, HYDRAULIC OR DRY METHOD

MULCHING, HYDRAULIC OR DRY METHOD

ROLLED EROSION CONTROL PRODUCT,

TYPE 2.D

(TYP)

SUBBASE, GRADING B,

COMPACTION METHOD D

(12")

2.0'

SCALE: 1:4

PROPOSED APPROACH SECTION (STA 8+74 - STA 9+62.07)

(STA. 10+38.57 - STA. 11+01)

8.0'

PLAN GRADE

8.0'

16.0'

AGGREGATE BASE,

GRADING D, COMPACTION

METHOD D

(6")

EXISTING GROUND

2.0%2.0%

PLACING CONSERVED

TOPSOIL, 3-INCH

(TYP)

SEEDING, HYDRAULIC OR DRY METHOD

MULCHING, HYDRAULIC OR DRY METHOD

ROLLED EROSION CONTROL PRODUCT, TYPE 2.D

(TYP)

STRUCTURE BACKFILL

OR SUBBASE, GRADING B,

COMPACTION METHOD D

(SEE C-07)

(STA. 11+40 - 12+00)

(STA. 11+01 - STA. 11+38.57)

EMBANKMENT,

PLACEMENT METHOD 1

2.0%2.0%

1.313 SHOULDER 1.313 SHOULDER

NON-SHRINK GROUT

BETWEEN BEAMS AND

SHALL BE INCLUDED IN

AND PAID FOR AS

PRECAST, PRESTRESSED

CONCRETE BOX BEAM

GUARDRAIL ANCHORAGE OR

GUARDRAIL, FLARED END

TERMINAL OR GUARDRAIL, CLASS I

(SEE PLANS)

PRECAST 33" BOX BEAMS

SCALE: 1:4

EXISTING TYPICAL SECTION (STA 9+40 - STA. 9+62.07)

RIVER BANK RIVER BANK

VARIES

EX GRADE

VARIES

TOP SOIL/ GRAVEL/ CLAY (48")

SANDSTONE BEDROCK (60")

(VAR.)

(STA. 10+38.57 - 11+40)

(VAR.)

1:3

3.0'

AGG

SHLDR

(VAR.)

3.0'

AGG

SHLDR

3.0'

AGG

SHLDR

1:31:2 2.0' 1:3

20.80' PAY LIMITS OF AGGREGATE BASE,

GRADING D, COMPACTION METHOD D

SCALE: NTS

PROPOSED TYPICAL SECTION (STA 8+25 - STA 8+62.07)

(STA 11+38.57 - STA 12+00)

8.0'

1:3

1.0'

AGG

SHLDR

PLAN GRADE

8.0'1.0'

AGG

SHLDR

16.0'

AGGREGATE BASE,

GRADING D, COMPACTION

METHOD D

(10.5")

EXISTING

GROUND

PLACING

CONSERVED

TOPSOIL, 3-INCH

(TYP) 1:3

2.0%2.0%

SEEDING, HYDRAULIC OR

DRY METHOD

MULCHING, HYDRAULIC OR

DRY METHOD

ROLLED EROSION CONTROL

PRODUCT, TYPE 2.D

(TYP)

2.0'

1:22.0'

2.0'

17.5' - 21.0' CLEAR WIDTH

±10.0'

CONCRETE FOOTING

EXISTING 52' STEEL

CORRUGATED ARCH CULVERT

ROADWAY EXCAVATION,

COMPACTION METHOD B,

FINISHING METHOD A

ROADWAY EXCAVATION,

COMPACTION METHOD

B, FINISHING METHOD A

EXISTING WATER

SURFACE

EXISTING RIVER BOTTOM

REMARKS

TOP COURSE (AWI=220)58-28

PERFORMANCE GRADERATE/SYD

165 #

ITEMI.D.

HMA APPLICATION TABLE

HMA BOND COAT FOR INFORMATION ONLY-0.05-0.15 GAL

LEVEL COURSE58-28330 #WV BASE 1

WEARING IV1

ASPHALT CEMENT,

WEARING IV

ASPHALT CEMENT,

WV BASE 1

1 2

ASPHALT CEMENT,

WEARING IV

ASPHALT CEMENT,

WV BASE 1

6" THICK CONCRETE DECK

(CAST IN PLACE)

1 2

12"

30.8' PAY LIMITS OF SUBBASE, GRADING B, COMPACTION METHOD D

26.0' PAY LIMITS OF AGGREGATE BASE, GRADING D, COMPACTION METHOD D

30.8' PAY LIMITS OF SUBBASE, GRADING B, COMPACTION METHOD D

AGGREGATE BASE,

GRADING D, COMPACTION

METHOD D

(TYP.)

AGGREGATE BASE,

GRADING D, COMPACTION

METHOD D

(TYP.)

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

CP2 CP3

CP62

B-2

B-1A/B

BM1

BM2

8+25

9+00

10+00 11+00

12+00

N59° 15' 28"E

79.48'

N10° 38' 19"W 103.68'

N42° 35' 24"W

22.72'

PI STA = 9+37.48

N = 595888.4792 E = 2288284.7236 Δ = 69.90 R = 47.21' T = 32.99' L = 57.59'

PI STA = 11+23.01

N = 596079.0731 E = 2288248.9223 Δ = 31.95 R = 200.00' T = 57.26' L = 111.53'

3545354435463547 3550 3555 3560

35453545

BP: 8+25.00

PC: 9+04.48

: 9

+6 2.

: 1

PT: 11+77.28

EP: 12+00.00

DRAWING TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

5/1 0/2

2 1 6:

Z :\U

-0

-F Y2

1 R 9 1

\10 5 R

9- 0.2

.D W

EASTERN REGION

Forest Road 209 Culvert Replacement With Bridge

For Aquatic Organism Passage Improvement

MONONGAHELA

NATIONAL FOREST

GREENBRIER

RANGER DISTRICT

GENERAL PLAN

OF SITE

5/11/2022

G.JUNTTILA

J.ALLEN

S. WRIGHT

U28-01575

C-05

24 5

GENERAL PLAN OF SITE

SCALE: 1" = 20'

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. MEASURES SHALL BE TAKEN TO PREVENT DEBRIS FROM FALLING FROM THE

EXISTING OR PROPOSED STRUCTURE. IF DEBRIS FALLS INTO THE WATERWAY IT

SHALL BE REMOVED WITHIN 24 HOURS.

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 PLAINS, SOUTH

ZONE. DATUM REFERS TO NAVD88.

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

BACK FACE OF THE ABUTMENT BACK WALLS.

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 KELLY SURVEYING FOR THIS PROJECT ON 9-22-2021.

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

METHOD A.

DESCRIPTION

HORIZONTAL AND VERTICAL CONTROL

LOCATION

STA / OFFSET NORTHING EASTING ELEVATIONPOINT

CP3 10+68.15 / 50.34' RT

PROPOSED

STRUCTURE

STA. 10+00

SURVEY AND

CONSTRUCTION

CENTERLINE

PROPOSED 16' WIDE HMA

W/ 3' WIDE GRAVEL SHOULDERS

(TYP)

PROPOSED

SLOPE STAKE LINE

(TYP)

P.O.E.

REF PT "D"

SILT SOCK (TYP)

CP62

LEGEND

DRILL HOLE CONTROL POINT

TREE LINE

EDGE OF GRAVEL

RIGHT OF WAY

PROPOSED EXISTING

EDGE OF BIT

SILT FENCE

PAVEMENT RIPRAP

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.

15 PAVING PROTECTS AREAS WHICH CANNOT OTHERWISE BE

PROTECTED BUT INCREASES RUNOFF VOLUME AND

VELOCITY.

54 SILT SOCK FILTERS AND DETAINS RUNOFF.

9+65.65 / 85.84' RT

CP2 10+33.54 / 51.27' RT

CP1 BEYOND P.O.E. 137' 2288092.9982596230.6768 3543.10 NAIL

CLEARING AND GRUBBING,

DISPOSAL METHOD A (TYP)

PROPERTY OWNER:

MONONGAHELA NATIONAL

FOREST

RED RUN BM1 9+78.44 / 141.98' RT BENCHMARK

EXISTING STRUCTURE

(TO BE REMOVED)

FR 209-0.2 AGGREGATE BASE (9" DEPTH)

PROPOSED

AGGREGATE BASE,

GRADING D, COMPACTION

METHOD D

16'

FR 209-0.2

RED RUN

SHAVERS FORK

PROPERTY OWNER:

MONONGAHELA NATIONAL

FOREST

PROPERTY OWNER:

MONONGAHELA NATIONAL

FOREST

PROPERTY OWNER:

MONONGAHELA

NATIONAL FOREST

EXISTING EDGE OF WATER

EXISTING TREE LINE

EXISTING EDGE OF

AGGREGATE ROADWAY

EXISTING TREE LINE

EXISTING EDGE OF

AGGREGATE ROADWAY

EXISTING TREE LINE

EXISTING TIMBER POSTS

TO BE REMOVED (TYP.)

(4) EXISTING SIGNS

TO BE REMOVED

EXISTING EDGE OF WATER

EXISTING TREE LINE

P.O.B.

REF PT "C"

REF PT "A"

REF PT "B"

CLEARING AND GRUBBING,

DISPOSAL METHOD A (TYP)

CLEARING AND

GRUBBING,

DISPOSAL METHOD

A (TYP)

SILT SOCK (TYP)

GUARDRAIL ANCHORAGE AND

GUARDRAIL, FLARED END TERMINAL

TYP. EACH SIDE

PROPOSED

AGGREGATE BASE, GRADING D,

COMPACTION METHOD D

PROPOSED RIPRAP, CLASS

IV, MACHINE PLACED (TYP)

28.0'

10.0'

STA. 10+08, 55.2' RT

STA. 10+49,

28.9' RT

BM1 10+37.89 / 22.34' LT BENCHMARK

2288315,7723 2288308.3163 2288362.2807 2288415.0917 2288242.6210

596000.9266 596035.4372 595940.5926 595963.5239 595991.6212

3546.64 NAIL

3546.11 NAIL

3547.41 NAIL

3545.03 3550.16

STA. 8+62

STA. 11+38.57

ROADWAY OBLITERATION,

METHOD 1

PROPOSED CAMPSITE

(BY OTHERS)

1:2.5

EXISTING BRIDGE (TO BE REMOVED):

52 FOOT (OVERALL BARREL LENGTH) x 21 FOOT SPAN

CORRUGATED STEEL ARCH CULVERT WITH CONCRETE

FOOTINGS.

PROPOSED BRIDGE, CL STA 10+00:

76.5 FOOT (OVERALL LENGTH) SINGLE SPAN, SIDE-BY-SIDE

PRESTRESSED CONCRETE BOX BEAM BRIDGE WITH CONCRETE

ABUTMENTS, A SPREAD FOOTING ON THE NORTH, AND A

MICROPILE FOUNDATION ON THE SOUTH.

10.0'

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

8+25

8+50

9+00

9+50

10+00

10+50

11+00

11+50

12+00

PVI STA: 8+87.87

PVI ELEV: 3551.24

G.C.: 2.93% K: 37.00

LVC: 108.52

+3 3.

C E:

+4 2.

C E:

LOW PT STA: 9+42.13

LOW PT ELEV: 3550.43

PVI STA: 11+51.42

PVI ELEV: 3545.11

G.C.: 2.60% K: 37.00

LVC: 96.02

LOW PT STA: 11+99.43

LOW PT ELEV: 3544.46

PVI STA: 10+61.81

PVI ELEV: 3548.64

G.C.: -2.45% K: 19.00

LVC: 46.47

HIGH PT STA: 10+38.57

HIGH PT ELEV: 3548.99

-4.43%

-1.50%

-3.94%

-1.35%

DRAWING TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

5/1 0/2

2 1 6:

Z :\U

-0

-F Y2

1 R 9 1

\10 5 R

9- 0.2

.D W

EASTERN REGION

Forest Road 209 Culvert Replacement With Bridge

For Aquatic Organism Passage Improvement

MONONGAHELA

NATIONAL FOREST

GREENBRIER

RANGER DISTRICT

GENERAL PROFILE

5/11/2022

G.JUNTTILA

J.ALLEN

S. WRIGHT

U28-01575

C-06

24 6

GENERAL PROFILE

SCALE:

1" = 16' (HORIZONTAL)

1" = 1.6' (VERTICAL)

PROPOSED PROFILE ELEVATION AT CL

EXISTING PROFILE ELEVATION AT CL

PROPOSED ROAD PROFILE AT CL

EXISTING ROAD PROFILE AT CL

REF PT "A"

N:595920.9054 E:2288278.6322

STA: 9+62.07

ELEV: 3550.11'

REF PT "D"

P.O.E.

MATCH

EXISTING

N:596138.1909 E:2288194.5802

STA: 12+00.00

ELEV: 3544.45'

REF PT "B"

N:595996.0904

E:2288264.5098

STA: 10+38.57

ELEV: 3549.01'

Q100 WSE = 3542.77'

PROP. LOW CHORD = 3545.77'

OBS WSE = 3538.32'

9-22-2021

70.90' CHANNEL

STREAM BED

EL 3537.65' (+/-)

REF PT "C"

P.O.B.

MATCH

EXISTING

N:595830.9448 E:2288188.0538

STA: 8+25.00

ELEV: 3554.03'

PAVEMENT JOINT

N:595849.9011 E:2288219.8592

STA: 8+62.07

ELEV: 3552.50'

PAVEMENT JOINT

N:596090.3846 E:2288233.4541

STA: 11+38.57

ELEV: 3545.80'

ESTIMATED

BEDROCK PROFILE

3541.50

3544.50

3540.50

3543.50

3539.80

3528.30

MICROPILES

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

CP2

CP3

B-2

B-1A/B

BM2

9+00

10+00

PC: 9+04.48

: 9

+6 2.

: 1

RED RUN

DRAWING TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

5/1 0/2

2 1 6:

Z :\U

-0

-F Y2

1 R 9 1

\10 5 R

9- 0.2

.D W

EASTERN REGION

Forest Road 209 Culvert Replacement With Bridge

For Aquatic Organism Passage Improvement

MONONGAHELA

NATIONAL FOREST

GREENBRIER

RANGER DISTRICT

PLAN OF

STRUCTURE

5/11/2022

G.JUNTTILA

J.ALLEN

S. WRIGHT

U28-01575

C-07

24 7

BRIDGE PLAN

BRIDGE ELEVATION

FR 209-0.2

17'-3"

CLEAR

18'-71 2"

DECK

O-O

ASPHALT CEMENT, WV BASE 1

ASPHALT CEMENT, WEARING IV

(TYP)

3'-0" SHOULDER

(TYP)(VARIES W/

GUARDRAIL)

AGGREGATE BASE,

GRADING D,

COMPACTION METHOD D

(TYP)

Q100 WSE = 3542.77'

SCALE: 1" = 8'-0"

STREAM BED

EL 3537.64' (+/-)

PROPOSED

GRADE

EXISTING

GROUND

AT TOE

PER PLAN

RIPRAP, CLASS IV,

MACHINE PLACED

RIPRAP DETAIL

SCALE: NTS

REF PT "B"

STA: 10+38.57

(B.F. ABUTMENT)

REF PT "A"

STA: 9+62.07

(B.F. ABUT.)

OBS WSE = 3538.32'

(9-22-2021)

90°

16'-0"

ASPHALT CEMENT,

WV BASE 1

ASPHALT CEMENT,

WEARING IV

(TYP)

PROPOSED

RIPRAP, CLASS IV,

MACHINE PLACED

(TYP)

AGGREGATE BASE,

GRADING D,

COMPACTION METHOD D

(6")

LIMITS OF:

STRUCTURE

EXCAVATION AND

STRUCTURAL BACKFILL

(BOTH ABUTMENTS)

5'-0"

AGGREGATE BASE, GRADING D,

COMPACTION METHOD D

(6")

3'-7"

3'-0"

OR TO

BEDROCK

PER PLAN

76'-6"

PROPOSED

RIPRAP, CLASS IV, MACHINE PLACED

(TYP)

ABUT "A" 3545.50

ABUT "B" 3544.50

STRUCTURE

EXCAVATION

SILT SOCK

(TYP)

3541.50

OBJECT MARKER SIGN

(OM3-R)

OBJECT MARKER SIGN

(OM3-L)

OBJECT MARKER SIGN

(OM3-R)

OBJECT MARKER SIGN

(OM3-L)

UNDERDRAIN SYSTEM, 6 INCH

INV EL = 3543.80

UNDERDRAIN SYSTEM, 6 INCH (TYP.)

(OUTLET ENDING AS APPROVED BY THE C.O.,

TYP. ALL QUADRANTS)(50' EA. SIDE)

(SLOPE TO DRAIN AWAY FROM ℄ MINIMUM -1.0%)

3'-6"

33" PRESTRESSED CONCRETE BRIDGE BEAMS

W/ 6" CONCRETE DECK

CONSTRUCTION

CENTERLINE

STA. 9+48

5'-0"

(TYP.)

11 SPA @ 6'-3" = 68'-9"

3540.18

9.0'

SUBBASE, GRADING B,

COMPACTION METHOD D

(12") SUBBASE, GRADING B,

COMPACTION METHOD D

(12")

PROPOSED STRUCTURE

STA. 10+00

EDGE OF WATER

EXISTING TREE LINE

CLEARING AND GRUBBING,

DISPOSAL METHOD A (TYP)

EXISTING EDGE OF AGGREGATE

GUARDRAIL ANCHORAGE OR

GUARDRAIL, FLARED END TERMINAL

(TYP. EACH QUADRANT)

(TAPER TO EDGE OF TRAVEL LANE)

16'-0"

PROP. LOW CHORD

= 3545.77'

ESTIMATED

BEDROCK

PROFILE

SCALE: 1" = 8'

STRUCTURAL CONCRETE, CLASS A TREMIE CONCRETE

REF PT "A"

STA: 9+62.07

(B.F. ABUTMENT)

REF PT "B"

STA: 10+38.57

(B.F. ABUTMENT)

MICROPILES

EXP

FIX

14.0'

RED RUN

FR 209-0.2 (EXISTING) FR 209-0.2 (EXISTING)

FR 209-0.2

PROPOSED SLOPE

STAKE LINE

(TYP)

25.0'

27.0'

11.5'

10.0'

11.2'

12.3'

10.0'

12.4'

PROPOSED

RIPRAP, CLASS IV, MACHINE PLACED

(TYP)

CLEARING AND GRUBBING,

DISPOSAL METHOD A (TYP)

EXISTING TREE LINE

SURVEY

CENTERLINE

STRUCTURAL CONCRETE, CLASS A

6'-3" 6'-3"

SALVAGE EXISTING RIPRAP

EXISTING ARCH CULVERT

TO BE REMOVED

89'-0" BRIDGE RAILING

R56.0' R56.3'

R38.0' R37.7'

25.0' GUARDRAIL ANCHORAGE

(ALL QUADRANTS)

37.5' GUARDRAIL,

FLARED END TERM.

(ALL QUADRANTS)

37.5' GUARDRAIL,

CLASS I

(SE QUADRANT ONLY)

25.0' GUARDRAIL ANCHORAGE

(ALL QUADRANTS)

37.5' GUARDRAIL,

FLARED END TERM.

(ALL QUADRANTS)

STA. 10+55

ROADWAY OBLITERATION, METHOD 1

PROPOSED

CAMPSITE

(BY OTHERS)

NOTE: FOR RIPRAP ALONG SIDES OF CHANNEL,

EXCAVATE EXISTING SOILS DOWN TO PROPOSED

BOTTOM OF RIPRAP. RIPRAP DEPTH MAY BE

REDUCED IF BEDROCK IS ENCOUNTERED.

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

5/1 0/2

2 1 6:

Z :\U

-0

-F Y2

1 R 9 1

\10 5 R

9- 0.2

.D W

EASTERN REGION

Forest Road 209 Culvert Replacement With Bridge

For Aquatic Organism Passage Improvement

MONONGAHELA

NATIONAL FOREST

GREENBRIER

RANGER DISTRICT

SOUTH ABUTMENT

PLAN AND ELEVATION

5/11/2022

G.JUNTTILA

J.ALLEN

S. WRIGHT

U28-01575

C-08

24 8

SOUTH ABUTMENT PLAN VIEW

SCALE: 3/8" = 1'-0"

WINGWALL SECTION

SCALE: 1" = 1'-0"

ROADWAY

2.0% 2.0%

1'-

2" 1'-

5'- 0"

SEE ABUTMENT SECTION A

SOUTH ABUTMENT ELEVATION

SCALE: 3/8" = 1'-0"

6" 22'-0" 6"

23'-0"

(6) EA052109

BAR @ 12" O.C.

(23) EB050508 BARS @ 12" O.C., F.F. AND B.F.

ELEV. = 3544.50

ELEV. = 3541.50

ELEV. = 3547.89

ELEV. = 3549.89

ELEV. = 3550.11

ABUTMENT SECTION

SCALE: 3/4" = 1'-0"

SOUTH WINGWALL ELEVATION

SCALE: 1/2" = 1'-0"

ELEV. = 3549.89

ELEV. = 3544.50

ELEV. = 3541.50

ELEV. = 3547.89

EA040509

EA041004 BARS

SLOPED AND BENT W/ TOP

(4 )E

2" O

.C .5'-43

STRUCTURAL CONCRETE,

CLASS A

C-08

A C-08

SYMMETRICAL ABOUT ℄

(5 )E

S F.

O .C

) E B0

R S

2" O

EB050202 F.F. & B.F.

(11) EB050506 BARS 12" O.C., E.F.

(23) ED050510 BARS @ 12" O.C.

FOOTING CUYD 24.13

DESCRIPTION UNITS QUANTITY

CONCRETE QUANTITIES

ABUTMENT STEM CUYD

WING WALL STEMS CUYD

8.13 4.03

TOTAL 36.29

2" CLEAR (TYP.)

EA04 BARS @ 12" O.C.

EA05 BARS @ 12" O.C.

FRONT FACE BACK FACE

3/4" CHAMFER (TYP.)

EB050506 BARS @ 12" O.C.

WITH SHAPE:

12"

54"

EB050506 BARS

@ 12" O.C. WITH

SHAPE:

12"

54"

STRUCTURAL

CONCRETE, CLASS A

2" CLEAR (TYP.)

EA052109 BARS @ 12" O.C.

ED050510 BAR @ 12" O.C.

WITH SHAPE:

FRONT FACE

BACK FACE

EB050508 BARS @ 12" O.C.

WITH SHAPE:

12"

56"

EB050508 BARS

@ 12" O.C. WITH

SHAPE:

12"

56"

ELEV. = 3544.50

ELEV. = 3541.50

3'-0"

5'-0"

1'-3" 2'-6" 1'-3"

STRUCTURAL CONCRETE,

CLASS A

STRUCTURAL CONCRETE, CLASS A

5'-43 4" - 5'-71

EA060408 BARS @ 12" O.C.

EA062400 BARS @ 12" O.C.

TOP & BOTTOM

ELEV. = 3550.11

2" CLEAR

(TYP.)

POSITION DOWELS

8" 12"

EA050501 BARS

@ 12" O.C.

1'-2"

50"

ELEV. = 3544.50

ELEV. = 3541.50

3'-0"

5'-0"

1'-11" 1'-2" 1'-11"

STRUCTURAL CONCRETE,

CLASS A

3'-43 4" - 5'-43

EA060408 BARS @ 12" O.C.

EA061102 BARS @ 12" O.C.

TOP & BOTTOM

22'-0" 6"

23'-0"

24'-6"

10'-5 3

4 " 11'-3 3

4 "

10'-0"

10'-1 3 4 "

1'-4"

1'-2"

1'-3"

45° 45°

SEE WINGWALL SECTION

(6) EA061102 BARS @

12" O.C.

= 4'-8" TOP & BOTTOM

(12 ) E

A06

BARS @

" O

= 1 1'-

TOP & BOTTOM

EB05 BARS

1'-3"

9"6"9"

(23) EA050501 BARS @ 12" O.C., B.F.

(5 )E

S F.

O .C

) E B0

R S

2" O

EB050202 F.F. & B.F.

ELEV. = 3547.89

ELEV. = 3549.89

2.0% 2.0%ELEV. = 3546.70

ELEV. = 3546.48

2'-41 2" 1'-8" 1'-51

2" 1'-8" 1'-8" 81 2"

10"

2"Ø HOLES FOR BEAM

POSITION DOWELS (TYP.)

1'-51 2"

MICROPILES

(SEE C-10)

MICROPILES

(SEE C-10)

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

5/1 0/2

2 1 6:

Z :\U

-0

-F Y2

1 R 9 1

\10 5 R

9- 0.2

.D W

EASTERN REGION

Forest Road 209 Culvert Replacement With Bridge

For Aquatic Organism Passage Improvement

MONONGAHELA

NATIONAL FOREST

GREENBRIER

RANGER DISTRICT

NORTH ABUTMENT

PLAN AND ELEVATION

5/11/2022

G.JUNTTILA

J.ALLEN

S. WRIGHT

U28-01575

C-09

24 9

NORTH ABUTMENT PLAN VIEW

SCALE: 3/8" = 1'-0"

WINGWALL SECTION

SCALE: 1" = 1'-0"

ROADWAY

2.0% 2.0%

1'- 6"

1'- 2"

3'- 0"

5'- 8"

SEE ABUTMENT SECTION A

NORTH ABUTMENT ELEVATION

SCALE: 3/8" = 1'-0"

6" 6"

(6) EA052108

BAR @ 12" O.C.

(23) EB050506 BARS @ 12" O.C., F.F. AND B.F.

ELEV. = 3543.50

ELEV. = 3540.50

ELEV. = 3548.79

ELEV. = 3549.01

ABUTMENT SECTION

SCALE: 3/4" = 1'-0"

NORTH WINGWALL ELEVATION

SCALE: 1/2" = 1'-0"

ELEV. = 3548.79

ELEV. = 3543.50

ELEV. = 3540.50

ELEV. = 3546.79

EA040501

EA041004 BARS

SLOPED AND BENT W/ TOP

(4 )E

2" O

.C .5'-31

STRUCTURAL CONCRETE,

CLASS A

C-09

A C-09

SYMMETRICAL ABOUT ℄

(5 )E

S F.

O .C

) E B0

R S

2" O

(11) EB050506 BARS 12" O.C., E.F.

2" CLEAR (TYP.)

EA04 BARS @ 12" O.C.

EA05 BARS @ 12" O.C.

FRONT FACE BACK FACE

3/4" CHAMFER (TYP.)

EB050506 BARS @ 12" O.C.

WITH SHAPE:

12"

54"

EB050506 BARS

@ 12" O.C. WITH SHAPE:

12"

54"

STRUCTURAL

CONCRETE, CLASS A

2" CLEAR (TYP.)

EA052108 BARS @ 12" O.C.

ED060510 BAR @ 12" O.C.

WITH SHAPE:

FRONT FACE

BACK FACE

EB050506 BARS @ 12" O.C.

WITH SHAPE:

12"

54"

EB050506 BARS

@ 12" O.C. WITH SHAPE:

12"

54"

ELEV. = 3543.50

ELEV. = 3540.50

3'-0"

7'-0"

1'-6" 2'-6" 3'-0"

STRUCTURAL CONCRETE, CLASS A

5'-31 2" - 5'-61

EA060608 BARS @ 12" O.C.

EA062408 BARS @ 12" O.C.

TOP & BOTTOM

ELEV. = 3549.01

2" CLEAR

(TYP.)

POSITION DOWEL

8" 12"

EA050411 BARS @ 12" O.C.

1'-2"

50"

ELEV. = 3543.50

ELEV. = 3540.50

3'-0"

5'-8"

1'-6" 1'-2" 3'-0"

STRUCTURAL CONCRETE, CLASS A

3'-31 2" - 5'-31

EA060503 BARS @ 12" O.C.

EA061004 BARS @ 12" O.C.

TOP & BOTTOM

22'-0" 6"

23'-0"

25'-0"

10'-5 3

4 "10'-6 12 "

10'-0"

8'-9 18 "

1'-4"

1'-2"

3'-0"

45° 45°

SEE WINGWALL SECTION

(6) EA061004 BARS @

12" O.C.

= 4'-8" TOP & BOTTOM

(11 ) E

A06

BARS @

" O

= 1 1'-

TOP & BOTTOM

EB05 BARS

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

(23) EA050411 BARS @ 12" O.C., B.F.

FOOTING CUYD 29.99

DESCRIPTION UNITS QUANTITY

CONCRETE QUANTITIES

ABUTMENT STEM CUYD

WING WALL STEMS CUYD

7.77 3.89

TOTAL 41.65

TREMIE CUYD 6.62

DESCRIPTION UNITS QUANTITY

CONCRETE QUANTITIES

(5 )E

S F.

O .C

) E B0

R S

2" O

EB050202 F.F. & B.F.EB050202 F.F. & B.F.

ELEV. = 3546.79

ELEV. = 3548.79

ELEV. = 3546.79

TREMIE CONCRETE

22'-0"

23'-0"

(23) ED050510 BARS @ 12" O.C.

2.0% 2.0%ELEV. = 3545.60

ELEV. = 3545.38

1'-4"

1'-6"

2'-41 2" 1'-8" 1'-51

2" 1'-8" 1'-8" 81 2"

10"

2"Ø HOLES FOR BEAM

POSITION DOWELS (TYP.)

1'-51 2"

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

5/1 0/2

2 1 6:

Z :\U

-0

-F Y2

1 R 9 1

\10 5 R

9- 0.2

.D W

EASTERN REGION

Forest Road 209 Culvert Replacement With Bridge

For Aquatic Organism Passage Improvement

MONONGAHELA

NATIONAL FOREST

GREENBRIER

RANGER DISTRICT

MICROPILE LAYOUT

PLAN

5/11/2022

G.JUNTTILA

J.ALLEN

S. WRIGHT

U28-01575

C-10

24 10

SOUTH ABUTMENT PILE LAYOUT PLAN

ROADWAY

2'-0"

1'-6"

SEE

ABUTMENT

SECTION A

ABUTMENT SECTION

SYMMETRICAL ABOUT ℄

LOCATION

NUMBER

OF PILES

130 KIP CAPACITY 95

8"Ø MICROPILES

SOUTH ABUTMENT 3

1'-6"

1'- 6"

5'-4"

3'-0"

1'-8"

3'-0" 6'-0" 3'-3"

2'-8"5'-4"1'-61

2" MICROPILE, MIN. 91

2" O.D.

65 TON/ 130 KIPS (TYP.)

EPOXY COATED #18 BAR (TYP.)

STEEL CASING (TYP.)

℄ 130 KIP

MICROPILES

REFERENCE POINT A

NOTES:

DENOTES VERTICAL PILE.

DENOTES BATTERED PILE

DENOTES VERIFICATION LOAD TEST PILE (SACRIFICIAL).

DENOTES PROOF LOAD TEST PILE.

1. FACTORED NOMINAL VERTICAL RESISTANCE OF MICROPILES SHALL BE 130 KIPS.

2. ALL PILES SHALL BE INSTALLED TO THE ESTIMATED BOTTOM OF SHAFT ELEVATION.

3. BATTERED PILES FOR ABUTMENTS SHALL BE DRIVEN TO A 4V:1H BATTER ANGLE.

4. PILES ARE TO BE INSTALL TO SUCH ACCURACY THAT THE CONSTRUCTION TOLERANCES IN THE

SPECIAL PROVISIONS HAVE BEEN MET.

5. PILES SHALL BE CLOSELY INSPECTED/MONITORED DURING INSTALLATION TO ENSURE ADEQUATE STRUCTURAL INTEGRITY. CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING ANY PILES THE C.O.

DEEMS DAMAGED.

6. THE STEEL CASING SHALL BE A MINIMUM OF 0.5" NOMINAL WALL THICKNESS (N-80), 95

8" O.D. AND HAVE A

MINIMUM YIELD STRESS OF 80 KSI.

7. THE MICROPILE REINFORCING BAR SHALL BE AN EPOXY COATED #18 BAR GRADE 75 WILLIAMS

ALL-THREAD REBAR (OR EQUIVALENT) CONFORMING TO ASTM A-615. LENGTH OF COUPLE BAR

SECTIONS SHALL BE DETERMINED BASED ON THE OVERHEAD CLEARANCE AVAILABLE AT EACH PILE

LOCATION.

8. THE MICROPILE REINFORCING BARS ARE NOT PAID FOR SEPARATELY, BUT INCLUDED IN THE BID ITEM

"MICROPILE" OR "MICROPILE, LOAD TEST".

9. FURNISH ASTM A572 GRADE 50 STEEL BEARING PLATES AND SIDE STIFFENERS. STEEL SHALL NOT BE PAID FOR SEPARATELY, BUT INCLUDED IN THE BID ITEM "MICROPILE" OR "MICROPILE, LOAD TEST".

PILE TYPE

VERTICAL

BATTERED

EST. LENGTH FURN. & DRIVEN

EACH LFT TOTAL LFT

14.2 14.6

56.8 43.8

CUT-OFF

ELEV.

3542.50

3 4 5 6

9 10 11 12

EDGE OF

ABUTMENT STEM

WALL

EDGE OF

FOOTING

EST. TIP

ELEV.

3528.50 3528.30

4SOUTH ABUTMENT

WINGWALLS

VERTICAL 14.2 56.8

1PROOF 14.2 14.2

PILE NO.

S. ABUTMENT MICROPILES COORDINATES

NORTHING

1 595919.4668

EASTING

2288295.5505

FRONT FACE

BACK FACE

ELEV. = 3544.50

ELEV. = 3541.50

3'-0"

5'-0"

1'-3" 2'-6" 1'-3"

STRUCTURAL CONCRETE,

CLASS A

STRUCTURAL CONCRETE,

CLASS A

5'-71 2"

TOP OF FOOTING

ELEV. = 3550.13

1'-2"

1'-0"

3542.50 3542.50 3542.50

3528.50 3528.30

595922.4667 2288291.1630

595924.8240 2288287.3076

595923.7163 2288281.4107

595922.5166 2288275.0232

595921.4091 2288269.1263

595917.8131 2288266.3886

595913.4256 2288263.3887

595922.6278 2288286.4495

595921.6436 2288281.2078

595920.6590 2288275.9662

595919.6739 2288270.7226

TOTAL 171.6

1'- 6"

ROUNDED 172.0

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text

SCALE: 1/2" = 1'-0"

SCALE: 5/8" = 1'-0"

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

5/1 0/2

2 1 6:

Z :\U

-0

-F Y2

1 R 9 1

\10 5 R

9- 0.2

.D W

EASTERN REGION

Forest Road 209 Culvert Replacement With Bridge

For Aquatic Organism Passage Improvement

MONONGAHELA

NATIONAL FOREST

GREENBRIER

RANGER DISTRICT

MICROPILE

DETAILS

5/11/2022

G.JUNTTILA

J.ALLEN

S. WRIGHT

U28-01575

C-11

24 11

MICROPILE DETAIL

MICROPILE ELEVATION

1' -0

PILE CUT-OFF ELEV = 3542.50

TOP OF FOOTING

BOTTOM OF FOOTING ELEV = 3541.50

8"Ø MICROPILE

MICROPILE/FOOTING CONNECTION,

MICROPILE DETAILS, REBAR AND CASING

SIZES AND WELD TYPES/SIZES PER PILE

DESIGN

C-11

SAND

ROCK

REBAR

PERMANENT STEEL CASING

NEAT CEMENT GROUT

DRILLED AND GROUTED MICROPILE SHAFT

℄ MICROPILE

5' -0

" M

. B O

N D

Z O

N E

MICROPILE SECTION

8"Ø X 1/2" THICK WALL

NEAT CEMENT GROUT

DRILLED AND GROUTED MICROPILE SHAFT

EPOXY COATED #18 GRADE 75

REINFORCING BAR

NEAT CEMENT GROUT

DRILLED AND GROUTED MICROPILE SHAFT

EPOXY COATED #18 GRADE 75

REINFORCING BAR

5/ 8"

3" 2"

BEARING PLATE

REINFORCING BAR

PLATE STIFFENER

CENTER HOLE FOR REBAR

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text

SCALE: 1-1/2" = 1'-0"

AutoCAD SHX Text

SCALE: 1-1/2" = 1'-0"

AutoCAD SHX Text

SCALE: 1-1/2" = 1'-0"

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

5/1 0/2

2 1 6:

Z :\U

-0

-F Y2

1 R 9 1

\10 5 R

9- 0.2

.D W

EASTERN REGION

Forest Road 209 Culvert Replacement With Bridge

For Aquatic Organism Passage Improvement

MONONGAHELA

NATIONAL FOREST

GREENBRIER

RANGER DISTRICT

STRUCTURE

DETAILS

5/11/2022

G.JUNTTILA

J.ALLEN

S. WRIGHT

U28-01575

C-12

24 12

CONCRETE BRIDGE DECK PLAN

C L

SYMMETRICAL ABOUT ℄

DECK CUYD 26.26

DESCRIPTION UNITS QUANTITY

CONCRETE QUANTITIES

TOTAL 26.26

(23) EA031311 BARS @ 10" O.C.

2'-0"

LAP

74'-0"

ROAD CONSTRUCTION CENTERLINE

BRIDGE SECTION

2" CLEAR (TYP.)

'-7

1 2" D

K (O

-O

C-12

2'-0"

LAP

2'-0"

LAP

2'-0"

LAP

EA04 BARS @ 6" O.C. EA04 BARS @ 6" O.C.

0% (T

1" WIDE EXPANSION JOINT

18.625' DECK O-O (PRESTRESSED CONCRETE DECK)

8.0' LANE 8.0' LANE

18.625' CLEAR ROADWAY

6" THICK CONCRETE DECK

(CAST IN PLACE) PLAN GRADE

BRIDGE RAILING

2.0%2.0%

1.313 SHOULDER 1.313 SHOULDER

NON-SHRINK GROUT

BETWEEN BEAMS AND

SHALL BE INCLUDED IN

AND PAID FOR AS

PRECAST, PRESRESSED

CONCRETE BOX BEAM

PRECAST 33" BOX BEAMS

EA031311 BARS @ 10" O.C.

EA041803 BARS @ 6" O.C.

2'-0"

LAP

EA04 BARS @ 6" O.C. EA04 BARS @ 6" O.C.

(23) EA031311 BARS @ 10" O.C. (23) EA031311 BARS @ 10" O.C. (23) EA031311 BARS @ 10" O.C. (23) EA031311 BARS @ 10" O.C. (23) EA031311 BARS @ 10" O.C.

STA: 10+37

STA: 9+63

DECK END/BEAM END DECK END/ BEAM END

3'-81 4"

1'-101 4"

W6 x 25 GUARDRAIL POST

3/4"W x 113 16"L SLOTTED HOLES5/8"Ø x 13

4"L BOLTS

5/8"Ø x 10"L BOLT

TS 8 x 4 x 3/16" x 6" LONG TUBING AT POST LOCATIONS

W x

G U

1-101 4"

2" x 3" SLOTTED HOLES

(TYP.)

4"Ø x 8"LONG ALL THREAD STUDS

7 UNC RH THREAD

(2) HH NUTS & WASHERS PER STUD

TOP OF DECK SURFACE

BRIDGE RAILING DETAILS

TS 8 x 4 x 3/16" CONTINUOUS

BRIDGE RAILING PLAN

6'-3" 2'-71

81'-3" BRIDGE RAILING

31'-3" GUARDRAIL

ANCHORAGE

(ALL QUADRANTS)

6'-3"6'-3" 6'-3" 6'-3"6'-3" 6'-3"6'-3" 6'-3"6'-3" 6'-3"6'-3" 6'-3"6'-3" 6'-3"6'-3" 6'-3" 6'-3" 6'-3" 6'-3" 2'-71

31'-3" GUARDRAIL

ANCHORAGE

(ALL QUADRANTS)

4"Ø x 5"LONG SLEEVE NUT

7 UNC RH THREAD

4"Ø x 12"LONG HEAVY HEX BOLT

MIN. THREAD LENGTH - 3"

FERRULE LOOP INSERT

STA: 10+00

1'-9"

℄ 1/2" EXPANSION JOINT

(EACH SIDE)(SEE C-22)

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text

SCALE: 1" = 3'-0"

AutoCAD SHX Text

SCALE: 1" = 3'-0"

AutoCAD SHX Text

SCALE: 1.5" = 1'-0"

SCALE: 1" = 3'-0"

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

5/1 0/2

2 1 6:

Z :\U

-0

-F Y2

1 R 9 1

\10 5 R

9- 0.2

.D W

EASTERN REGION

Forest Road 209 Culvert Replacement With Bridge

For Aquatic Organism Passage Improvement

MONONGAHELA

NATIONAL FOREST

GREENBRIER

RANGER DISTRICT

STRUCTURE

DETAILS

5/11/2022

G.JUNTTILA

J.ALLEN

S. WRIGHT

U28-01575

C-13

24 13

PRESTRESSED CONCRETE DECK PLAN

C L

NOTES:

- DOUBLE DEBOND STRAND 3'-0" FROM EACH BEAM END

FASCIA

2'-0" 13'-5" 1'-2" 12'-10" 12'-10" 2'-0"

VOID (TYP.) VOID (TYP.) VOID (TYP.)

1'-6" 14'-6"

(SPACING TO ℄ POST TENSIONING DUCTS) 14'-0"

14'-6"

(SPACING TO ℄ POST TENSIONING DUCTS) 1'-6"

74'-0"

1"Ø NON-METALLIC DRAIN @ EACH

END OF VOID IN BEAM BOTTOM (TYP.)

BOND BREAKER SHALL CONSIST OF TWO (2) TUBES, ONE INSIDE THE OTHER, WITH OVERLAPS TURNED IN

THE OPPOSITE DIRECTION.

PRESTRESSING STRANDS SHALL BE 0.60" DIA, 7 WIRE LOW-RELAXATION STRANDS WITH AN ULTIMATE

STRENGTH OF 270 KSI.

THE INITIAL PRESTRESS FORCE SHALL BE 44 KIPS IN EACH OF THE 18 STRANDS.

STRANDS SHALL BE FLUSH WITH THE ENDS OF THE BEAMS.

THE BEAMS SHALL BE PROVIDED WITH A SUITABLE LIFTING DEVICE FOR HANDLING AND ERECTING THE BEAMS.

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Aug 3, 2023.