FR209_Plans_signed.pdf
PDF 7 MB Posted
- Attached to
- Monongahela National Forest FR209 AOP Replacement Federal contract opportunity
- Solicitation number
- 12445523B0006
- Issued by
- Department of Agriculture Forest Service
About this file
This document package includes plans and specifications for the replacement of a bridge structure on Forest Road 209 over Red Run in Randolph County, West Virginia. The project involves replacing the existing 76.5-foot single span prestressed concrete box beam bridge with a new bridge of similar design. The new bridge will have concrete abutments supported by a spread footing and micropile foundation. Design speed is 30 mph and average annual daily traffic is not provided. The project is located within the Monongahela National Forest and administered by the USDA Forest Service. The related federal contract solicitation is for the construction of the FR209 AOP Replacement project as detailed in the plans and seeks bids through the Department of Agriculture Forest Service.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Amendment 0004.pdf | ||
| Amendment 0003.pdf | ||
| Amendment 0002.pdf | ||
| Monongahela National Forest FR209 AOP Replacement QA 230913.pdf | ||
| Amendment 0001.pdf | ||
| FR209 Pre-Bid QA.pdf | ||
| 12445523B0003PreBidQandA.docx | DOCX document | |
| RedRun.LRP-2022-0309 NWP-14 Verification Letter-signed.pdf | ||
| Limits of Disturbance Plan.pdf | ||
| Red Run - 100 pct Supplemental Specs.pdf | ||
| Wage Determination.pdf | ||
| 12445523B0006 Solicitation.pdf | ||
| RedRun.LRP-2022-0309 Location Map.pdf | ||
| Bridge Inspection Report.pdf |
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Text version
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.
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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
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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
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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
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
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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
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DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
5/1 0/2
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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
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'
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.)
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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
PT
: 9
+6 2.
PC
: 1
0+
.7
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:
JA
LL
EN
Z :\U
-0
U
SD
A
FS
-F Y2
1 R 9 1
0-
BR
ID
GE
D
ES
IG
N\
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\10 5 R
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R
UN
A
RC
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FR
9- 0.2
R
ED
R
UN
.D W
G
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'
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.0
.0
8+25
.9
.9
8+50
.0
.7
.3
.7
9+00
.7
.8
.3
.4
9+50
.9
.5
.5
.8
10+00
.1
.2
.7
.8
10+50
.0
.5
.1
.6
11+00
.2
.6
.4
.8
11+50
.8
.7
.4
.4
12+00
PVI STA: 8+87.87
PVI ELEV: 3551.24
G.C.: 2.93% K: 37.00
LVC: 108.52
BV
C
S:
+3 3.
BV
C E:
3.
EV
C
S:
+4 2.
EV
C E:
0.
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
BV
C
S:
1+
.4
BV
C
E:
7.
EV
C
S:
1+
.4
EV
C
E:
4.
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
BV
C
S:
0+
.5
BV
C
E:
8.
EV
C
S:
0+
.0
EV
C
E:
7.
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:
JA
LL
EN
Z :\U
-0
U
SD
A
FS
-F Y2
1 R 9 1
0-
BR
ID
GE
D
ES
IG
N\
DW
GS
\10 5 R
ED
R
UN
A
RC
H\
FR
9- 0.2
R
ED
R
UN
.D W
G
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
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CP2
CP3
B-2
B-1A/B
BM2
9+00
10+00
PC: 9+04.48
PT
: 9
+6 2.
PC
: 1
0+
.7
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:
JA
LL
EN
Z :\U
-0
U
SD
A
FS
-F Y2
1 R 9 1
0-
BR
ID
GE
D
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IG
N\
DW
GS
\10 5 R
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R
UN
A
RC
H\
FR
9- 0.2
R
ED
R
UN
.D W
G
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"
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.
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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:
JA
LL
EN
Z :\U
-0
U
SD
A
FS
-F Y2
1 R 9 1
0-
BR
ID
GE
D
ES
IG
N\
DW
GS
\10 5 R
ED
R
UN
A
RC
H\
FR
9- 0.2
R
ED
R
UN
.D W
G
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"
B
WINGWALL SECTION
SCALE: 1" = 1'-0"
CL
ROADWAY
2.0% 2.0%
1'-
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
A
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
EA
EA
EA041004 BARS
SLOPED AND BENT W/ TOP
(4 )E
A0
BA
R
2" O
.C .5'-43
4"
6"
STRUCTURAL CONCRETE,
CLASS A
C-08
A C-08
B
SYMMETRICAL ABOUT ℄
(5 )E
B0
BA
R
S F.
F.
2"
O .C
(5
) E B0
BA
R S
B.
F.
2" O
.C
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"
3"
3'-0"
2"
5'-0"
1'-3" 2'-6" 1'-3"
STRUCTURAL CONCRETE,
CLASS A
STRUCTURAL CONCRETE, CLASS A
5'-43 4" - 5'-71
4"
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"
3"
3'-0"
2"
5'-0"
1'-11" 1'-2" 1'-11"
STRUCTURAL CONCRETE,
CLASS A
3'-43 4" - 5'-43
4"
EA060408 BARS @ 12" O.C.
EA061102 BARS @ 12" O.C.
TOP & BOTTOM
22'-0" 6"
23'-0"
24'-6"
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
B
(6) EA061102 BARS @
12" O.C.
= 4'-8" TOP & BOTTOM
(12 ) E
A06
BARS @
" O
.C
= 1 1'-
0"
TOP & BOTTOM
EB05 BARS
1'-3"
9"6"9"
(23) EA050501 BARS @ 12" O.C., B.F.
EA
(5 )E
B0
BA
R
S F.
F.
2"
O .C
(5
) E B0
BA
R S
B.
F.
2" O
.C
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"
6"
10"
2"Ø HOLES FOR BEAM
POSITION DOWELS (TYP.)
1'-51 2"
EA
EA
EA
EA
EA
EA
EA
EA
MICROPILES
(SEE C-10)
MICROPILES
(SEE C-10)
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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:
JA
LL
EN
Z :\U
-0
U
SD
A
FS
-F Y2
1 R 9 1
0-
BR
ID
GE
D
ES
IG
N\
DW
GS
\10 5 R
ED
R
UN
A
RC
H\
FR
9- 0.2
R
ED
R
UN
.D W
G
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"
B
WINGWALL SECTION
SCALE: 1" = 1'-0"
CL
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
A
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
EA
EA041004 BARS
SLOPED AND BENT W/ TOP
(4 )E
A0
BA
R
2" O
.C .5'-31
2"
6"
STRUCTURAL CONCRETE,
CLASS A
C-09
A C-09
B
SYMMETRICAL ABOUT ℄
(5 )E
B0
BA
R
S F.
F.
2"
O .C
(5
) E B0
BA
R S
B.
F.
2" O
.C
(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"
3"
3'-0"
2"
7'-0"
1'-6" 2'-6" 3'-0"
STRUCTURAL CONCRETE, CLASS A
STRUCTURAL CONCRETE, CLASS A
5'-31 2" - 5'-61
8"
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"
3"
3'-0"
2"
5'-8"
1'-6" 1'-2" 3'-0"
STRUCTURAL CONCRETE, CLASS A
3'-31 2" - 5'-31
2"
EA060503 BARS @ 12" O.C.
EA061004 BARS @ 12" O.C.
TOP & BOTTOM
22'-0" 6"
23'-0"
25'-0"
6"
10'-5 3
4 "10'-6 12 "
10'-0"
8'-9 18 "
1'-4"
1'-2"
3'-0"
45° 45°
SEE WINGWALL SECTION
B
(6) EA061004 BARS @
12" O.C.
= 4'-8" TOP & BOTTOM
(11 ) E
A06
BARS @
" O
.C
= 1 1'-
0"
TOP & BOTTOM
EB05 BARS
1'-0"6"1'-0"
(23) EA050411 BARS @ 12" O.C., B.F.
EA
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
B0
BA
R
S F.
F.
2"
O .C
(5
) E B0
BA
R S
B.
F.
2" O
.C
EB050202 F.F. & B.F.EB050202 F.F. & B.F.
ELEV. = 3546.79
ELEV. = 3548.79
ELEV. = 3546.79
TREMIE CONCRETE
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"
6"
10"
2"Ø HOLES FOR BEAM
POSITION DOWELS (TYP.)
1'-51 2"
EA
EA
EA
EA
EA
EA
EA
EA
EA
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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:
JA
LL
EN
Z :\U
-0
U
SD
A
FS
-F Y2
1 R 9 1
0-
BR
ID
GE
D
ES
IG
N\
DW
GS
\10 5 R
ED
R
UN
A
RC
H\
FR
9- 0.2
R
ED
R
UN
.D W
G
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
CL
ROADWAY
2'-0"
1'-6"
SEE
ABUTMENT
SECTION A
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"
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"
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
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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:
JA
LL
EN
Z :\U
-0
U
SD
A
FS
-F Y2
1 R 9 1
0-
BR
ID
GE
D
ES
IG
N\
DW
GS
\10 5 R
ED
R
UN
A
RC
H\
FR
9- 0.2
R
ED
R
UN
.D W
G
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
FO
O
TI
N
G
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
A
C-11
B
SAND
ROCK
REBAR
PERMANENT STEEL CASING
NEAT CEMENT GROUT
DRILLED AND GROUTED MICROPILE SHAFT
℄ MICROPILE
5' -0
" M
IN
. B O
N D
Z O
N E
LE
N
G
TH
C
AS
IN
G
L
EN
G
TH
B
MICROPILE SECTION
A
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"
M
IN
BEARING PLATE
REINFORCING BAR
PLATE STIFFENER
CENTER HOLE FOR REBAR
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SCALE: 1-1/2" = 1'-0"
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:
JA
LL
EN
Z :\U
-0
U
SD
A
FS
-F Y2
1 R 9 1
0-
BR
ID
GE
D
ES
IG
N\
DW
GS
\10 5 R
ED
R
UN
A
RC
H\
FR
9- 0.2
R
ED
R
UN
.D W
G
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
RO
AD
W
AY
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
EC
K (O
-O
C-12
A
2'-0"
LAP
2'-0"
LAP
2'-0"
LAP
EA04 BARS @ 6" O.C. EA04 BARS @ 6" O.C.
2.
0%
(T
YP
2.
0% (T
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2.
0%
(T
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2.
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1" WIDE EXPANSION JOINT
A
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"
4"
8"
1'-101 4"
4"
4"
4"
2"
4"
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
4"
W x
G U
AR
D
R
AI
L
PO
ST
1-101 4"
8"
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
2"
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
2"
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
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AutoCAD SHX Text L
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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:
JA
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EN
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A
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1 R 9 1
0-
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IG
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\10 5 R
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UN
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FR
9- 0.2
R
ED
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UN
.D W
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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
RO
AD
W
AY
NOTES:
- DOUBLE DEBOND STRAND 3'-0" FROM EACH BEAM END
FASCIA
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.
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