Attach 1.1 CORNPLANTER_FINAL_20200629.pdf

PROJECT LOCATION

VICINITY MAP

SHEET OF

United States Department of Agriculture

Forest Service

01 13

RECOMMENDED BY:

APPROVED:

FOREST ENGINEER

DISTRICT RANGER DATE

DATE

DIRECTOR OF ENGINEERING

DATE

FOREST SUPERVISOR

DATE

RO BRIDGE PROGRAM MANAGER

DATE

5/2 8/2

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PENNSYLVANIA

MCKEAN COUNTY

(R09) EASTERN REGION

ALLEGHENY NATIONAL FOREST

BRADFORD RANGER DISTRICT

INDEX OF SHEETS

SHEET SHEET TITLE DATE

G-01 COVERSHEET

G-02 GENERAL NOTES

C-00 EXISTING CONDITIONS

C-01 SITE PLAN

C-02 STRUCTURE LAYOUT

C-03 STREAM SIMULATION AND STRUCTURE PROFILES

C-04 EXCAVATION AND STREAM SIMULATION DETAILS

C-05 STREAM CROSS SECTIONS

C-06 ROAD, CULVERT TRENCH, INLET AND OUTLET PROTECTION DETAILS

C-07 FOUNDATION DETAILS

C-08 FENCE, LOG JAM AND STRUCTURE HEADWALL DETAILS

C-09 DEWATERING PLAN

C-10 DETOUR TRAFFIC CONTROL PLAN

UNNAMED TRIBUTARY TO MUDLICK RUN

41.784451, -78.908873

TRAVEL DIRECTIONS:

FROM WARREN, PA POST OFFICE ( ): AT CORNER OF 3RD AVENUE AND LIBERTY STREET, HEAD WEST

ON W 3RD AVENUE AND CONTINUE FOR 0.1 MI. TURN LEFT AT HICKORY STREET AND CONTINUE FOR

0.14 MILES. TURN LEFT ONTO CRESCENT PARK/PA-337 AND CONTINUE FOR 0.43 MILES. TURN LEFT

ONTO US-6 E AND CONTINUE FOR 2.0. TURN LEFT ONTO KINZUA ROAD/PA-59 E AND CONTINUE FOR 9.82

MILES. TURN RIGHT ONTO LONGHOUSE SCENIC DRIVE/FR262 AND CONTINUE FOR 8.9 MILES TO SITE

LOCATION, UNNAMED TRIBUTARY TO MUDLICK RUN. LONGITUDE AND LATITUDE : 41.784451, -78.908873

FROM KANE, PA POST OFFICE (131 N FRALEY ST, KANE, PA): HEAD NORTH ON N FRALEY ST FOR 215

FEET. TURN RIGHT ONTO HAINES AND CONTINUE FOR 0.4 MILES. TURN LEFT ONTO HACKER ST/PA-321

N/KINZUA AVE AND CONTINUE FOR 8.4 MILES. TURN LEFT ONTO LONG HOUSE SCENIC DR/FR262 AND

CONTINUE FOR 2.4 MILES TO SITE LOCATION, UNNAMED TRIBUTARY TO MUDLICK RUN. LONGITUDE

AND LATITUDE : 41.784451, -78.908873

PA One Call System Inc.

1-800-242-1776 or 811

CALL 3-BUSINESS DAYS IN ADVANCE

BEFORE YOU DIG, GRADE, OR EXCAVATE

FOR THE MARKING OF UNDERGROUND

MEMBER UTILITIES.

UNNAMED TRIBUTARY TO MUDLICK RUN CULVERT

REPLACEMENT PROJECT

(AOP-02 FR 262 STA 130+00)

Maps data ©2019 Google

Structure Number: 091903000035411

MP: 2.5

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CONTROL POINT TABLE

POINT # NORTHING EASTING ELEVATION DESCRIPTION

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

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5.D

W G;

R9

EASTERN REGION

UNNAMED

TRIBUTARY TO

MUDLICK RUN

CULVERT

REPLACEMENT

PROJECT

ALLEGHENY NATIONAL

FOREST

BRADFORD DISTRICT

EXISTING PLAN

8/26/2019

C.GOMEZ

C.GOMEZ

P.LANE

AOP-02 STA 130+00

FS090523_R102013_L1-002.dwg

C-00 03 13

Feet

0 20 40

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UNNAMED TRIBUTARY TO MUDLICK RUN

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WETLAND AREA DO NOT EXCAVATE PROTECT WITH EARTH BERMS DURING CONSTRUCTION

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INSTALL LOG BARRIER ON RIVER RIGHT (PAY ITEM 64703-4)

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EXISTING GRADE CONTROL

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EXISTING GRADE CONTROL

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INSTALL TEMPORARY EARTH DIVERSION (PAY ITEM 15703)

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ROAD EDGE

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CONSTRUCT ROLLING DIP (PAY ITEM 20407) SEE C-04

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EXISTING GRADE CONTROL

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GUARDRAIL

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WORK LIMITS

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WORK LIMITS

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EXISTING STRUCTURE REMOVE AND DISPOSE (PAY ITEM 20305)

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AutoCAD SHX Text NOTES: 1. IN THE EVENT THAT PREVIOUSLY UNDISCOVERED CULTURAL IN THE EVENT THAT PREVIOUSLY UNDISCOVERED CULTURAL RESOURCES ARE ENCOUNTERED DURING THE COURSE OF THE PROJECT, ALL GROUND-DISTRUBING ACTIVITIES WILL BE HALTED UNTIL EVALUATED BY A GOVERNMENT ARCHAEOLOGIST. IF NECESSARY, THE THE FOREST MAY MODIFY THE PROJECT IN ORDER TO PROTECT RESOURCES BEFORE WORK CONTINUES. 2. ROAD ALIGNMENT AND STREAM RE-ALIGNMENT GEOMETRY, ROAD ALIGNMENT AND STREAM RE-ALIGNMENT GEOMETRY, COORDINATES AND ELEVATION ARE PROVIDED IN THE PLANSET. 3. NOTIFY THE CONTRACTING OFFICER OF ANY MISSING CONTROL NOTIFY THE CONTRACTING OFFICER OF ANY MISSING CONTROL POINTS PRIOR TO STAKING FOR THE AFFECTED WORK. THE CONTRACTOR SHALL PROVIDE ANY ADDITIONAL CONTROL POINTS NEEDED TO COMPLETE THE REQUIRED WORK. 4. CONTRACTOR MAY USE UP TO 500 FEET ALONG THE ROAD ON CONTRACTOR MAY USE UP TO 500 FEET ALONG THE ROAD ON EACH SIDE OF STRUCTURE FOR STORAGE OF MATERIALS.

CROSS SECTIONS SEE C-04

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FR262 POINT TABLE

POINT # NORTHING EASTING ELEVATION DESCRIPTION

FR262 LINE TABLE

NUMBER STATION NORTHING EASTING RADIUS DELTA

TANGENT

LENGTH

BEARING

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

5/2 6/2

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5.D

W G;

R9

EASTERN REGION

UNNAMED

TRIBUTARY TO

MUDLICK RUN

CULVERT

REPLACEMENT

PROJECT

ALLEGHENY NATIONAL

FOREST

BRADFORD DISTRICT

SITE PLAN

8/26/2019

C.GOMEZ

C.GOMEZ

P.LANE

AOP-02 STA 130+00

FS090523_R102013_L1-002.dwg

C-01 04 13

Feet

0 20 40

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UNNAMED TRIBUTARY TO MUDLICK RUN

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WETLAND AREA DO NOT EXCAVATE PROTECT WITH EARTH BERMS DURING CONSTRUCTION

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INSTALL 7 - 4" X 8'-0" TREATED WOOD FENCE POST ABOUT 5' APART (PAY ITEM 61904)

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INSTALL HEADWALL SEE C-07 (PAY ITEM 60305)

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INSTALL HEADWALL SEE C-07 (PAY ITEM 60305)

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INSTALL LOG BARRIER ON RIVER RIGHT (PAY ITEM 64703-4)

AutoCAD SHX Text INSTALL 30" X 70' CMP INLET ELEVATION: 1362.68' SEE C-05 (PAY ITEM 60201) INSTALL 1 TON R-4 INLET STONE PROTECTION (PAY ITEM 25102)

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OUTLET ELEVATION: 1358.45'

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INSTALL GRADE CONTROL SEE C-2 (PAY ITEM 64803)

AutoCAD SHX Text INSTALL BANK PROTECTION CREST ELEVATION: 1 FT ABOVE EXISTING BOTTOM OF BANK SEE C-04 (PAY ITEM 25105-00)

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INSTALL 4 TON R-4 OUTLET STONE PROTECTION SEE C-05 (PAY ITEM 25102)

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EXISTING GRADE CONTROL

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INSTALL TEMPORARY EARTH DIVERSION (PAY ITEM 15703)

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CONSTRUCT ROLLING DIP (PAY ITEM 20407) SEE C-04

AutoCAD SHX Text INSTALL 9 - 4" X 8'-0" TREATED WOOD FENCING POSTS ABOUT 5' APART (PAY ITEM 61904) SEE C-07

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INSTALL GRADE CONTROL SEE C-03 (PAY ITEM 64803)

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WORK LIMITS

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STA 180+82

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AutoCAD SHX Text CULVERT AT STATION 130+82 INLET AT OUTLET ELEVATIONS CAN BE MODIFIED IN THE FIELD TO PROVIDE FOR BETTER DRAINAGE. CONTACT THE CO PRIOR ANY MODIFICATIONS TO THESE PLANS.

GUARDRAILS RIGHT AND LEFT: REMOVE, RESET AND MATCH TO EXISTING (REPLACE WITH NEW IF ANY SIGNS OF DAMAGE OR CORROSION EXIST. ) FROM STA128+75 TO ) FROM STA128+75 TO STA 129+41 AND FROM STA 130+57 TO 130+94 (PAY ITEM 61707-00)

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STRUCTURE POINT TABLE

POINT # NORTHING EASTING ELEVATION DESCRIPTION

BANK PROTECTION POINT TABLE

POINT # NORTHING EASTING CREST ELEVATION DESCRIPTION

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

5/1 6/2

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W G;

R9

EASTERN REGION

UNNAMED

TRIBUTARY TO

MUDLICK RUN

CULVERT

REPLACEMENT

PROJECT

ALLEGHENY NATIONAL

FOREST

BRADFORD DISTRICT

STRUCTURE LAYOUT

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C.GOMEZ

C.GOMEZ

P.LANE

AOP-02 STA 130+00

FS090523_R102013_L1-002.dwg

C-02 05 13

Feet

0 5 10

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INSTALL 7 - 4" X 8'-0" TREATED WOOD FENCE POST ABOUT 5' APART (PAY ITEM 61904)

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INSTALL HEADWALL SEE C-07 (PAY ITEM 60305)

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INSTALL HEADWALL SEE C-07 (PAY ITEM 60305)

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INSTALL GRADE CONTROL SEE C-2 (PAY ITEM 64803)

AutoCAD SHX Text INSTALL BANK PROTECTION CREST ELEVATION: 1 FT ABOVE EXISTING BOTTOM OF BANK SEE C-04 (PAY ITEM 25105-00)

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EXISTING GRADE CONTROL

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INSTALL GRADE CONTROL SEE C-03 (PAY ITEM 64803)

AutoCAD SHX Text INSTALL ALUMINUM BOX CULVERT WITH WINGWALLS 21'-7" X 4'-11" X 42'-0" SKEW:58°(PAY ITEM 60304)

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FEATURE POINT NUMBER

UNTRIB MUDLICK RUN STREAM SIMULATION PROFILE

UNTRIB MUDLICK RUN STRUCTURE PROFILE

FR262 PROFILE

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

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DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

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DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

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5.D

W G;

R9

EASTERN REGION

UNNAMED

TRIBUTARY TO

MUDLICK RUN

CULVERT

REPLACEMENT

PROJECT

ALLEGHENY NATIONAL

FOREST

BRADFORD DISTRICT

STREAM SIMULATION

AND STRUCTURE

PROFILES

8/26/2019

C.GOMEZ

C.GOMEZ

P.LANE

AOP-02 STA 130+00

FS090523_R102013_L1-002.dwg

C-03 06 13

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CHANNEL RIBS SEE C-03

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EXISTING GRADE CONTROL

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EXISTING GRADE CONTROL

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PLACED STREAMBED SIMULATION ROCK (TYP.) 2.9% GRADIENT SEE C-03

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VERTICAL SCALE: 2V:1H

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EXISTING GROUND

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EXISTING STRUCTURE REMOVE AND DISPOSE

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21'-7" X 4'-11" X 42'-0" ALUMINUM BOX CULVERT SEE C-03

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FINISHED PAVED SURFACE

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MATCH TO EXISTING GRADE SEE C-04

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21'-7" X 4'-11" X 42'-0" STRUCTURAL PLATE ALUMINUM BOX CULVERT SEE C-03

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CONCRETE FOUNDATIONS SEE C-05

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CULVERT FOUNDATION STARTS

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MAX POOL DEPTH

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RIB

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CULVERT FOUNDATION ENDS

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STREAM WORK LAYOUT NTS

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1+00

1+75

2+00

2+33

2+75

3+22

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

5/1 6/2

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_2

5.D

W G;

R9

EASTERN REGION

UNNAMED

TRIBUTARY TO

MUDLICK RUN

CULVERT

REPLACEMENT

PROJECT

ALLEGHENY NATIONAL

FOREST

BRADFORD DISTRICT

STREAM CROSS

SECTIONS

8/26/2019

C.GOMEZ

C.GOMEZ

P.LANE

AOP-02 STA 130+00

FS090523_R102013_L1-002.dwg

C-04 07 13

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EXISTING GROUND FINISHED GROUND

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EXISTING GROUND FINISHED GROUND

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STREAM SIMULATION NOTES:

1. STREAMBED FINISHED GRADE SHALL BE PLACED IN AN IRREGULAR MATTER TO PROVIDE

FOR LOW FLOW PASSAGE.

2. CHANNEL ROCK CLUSTERS SHALL PROTRUDE RANDOMLY ABOVE THE STREAM BED, AT 1

TO 6 INCHES.

3. STREAM SIMULATION PLACEMENT SHALL BE APPROVED BY CO. PRIOR TO INSTALLATION

OF METAL STRUCTURE.

4. ROCK SPANNING RIBS LOCATIONS SHALL BE STAKED IN THE FIELD AND APPROVED BY

THE CONTRACTING OFFICER PRIOR TO INSTALLATION.

5. CHANNEL ROUGHNESS BOULDERS SHALL BE PLACED AT THE DIRECTION OF THE

CONTRACTING OFFICER.

6. SUITABLE EXCAVATED MATERIAL USED FOR THE STREAM BOTTOM SHALL MEET THE

GRADATION REQUIREMENTS, AS SHOWN ON THE DRAWINGS, AND SHALL BE APPROVED

BY THE CONTRACTING OFFICER.

7. THE CONTRACTOR SHALL SOURCE MATERIAL MEETING THE SPECIFICATIONS FOR THE

GRADATION OF THE STREAMBED SIMULATION ROCK TABLE SHOWN IN THE FOREST

SERVICE SUPPLEMENT SPECIFICATIONS SECTION 705.08.

STREAM SIMULATION INSTALLATION:

1. COMPACT ANY BACKFILL MATERIAL TO DESIGNED SUB BASE ELEVATION IN CHANNEL.

2. PLACE BANK RIP RAP ALONG BOTH FOOTERS FOR ENTIRE LENGTH OF STRUCTURE,

MAKING SURE TO KEY INTO INLET AND OUTLET BANKS AND INTO SUB BASE AT LEAST ONE

THIRD OF WIDEST PART OF ROCK. AS RIP RAP IS PLACED, FILL IN VOIDS WITH

STREAMBED MATERIAL. PLACE THE BED, COMPACTED IN LAYERS, AT THE SAME TIME

THAT THE BACKFILL OUTSIDE OF THE FOOTING IS BEING COMPACTED. THIS SHOULD

PREVENT THE FOOTING FROM MOVING, AND AVOIDS EXCESSIVE HORIZONTAL LOADING

ON THE STEM WALLS.

3. CONSTRUCT ROCK RIP RAP RIBS AT DESIGNED LOCATIONS, KEYING INTO THE SUBGRADE.

AS RIP RAP IS PLACED, FILL IN VOIDS WITH STREAMBED MATERIAL.

4. PLACE LARGE RIP RAP “KEY PIECES” THROUGHOUT STRUCTURE, KEYING INTO

SUBGRADE.

5. PLACE DESIGNED STREAMBED MATERIAL IN CHANNEL AS SHOWN IN THE PLANS AND

CONSTRUCT A LOW FLOW CHANNEL NEAR THE MIDDLE OF THE CHANNEL.

6. PLACE STREAMBED MATERIAL IN LAYERS OF THE DIFFERENT SIZED MATERIAL ENSURING

A CONSISTENT MIX OF PARTICLE SIZES THROUGHOUT STRUCTURE.

7. WASH STREAMBED MATERIAL INTO RIBS AND STREAMBANK ENSURING ALL VOIDS ARE

CHOCKED WITH FINES.

4. STREAM SIMULATION PLACEMENT SHALL BE APPROVED BY CO. PRIOR TO INSTALLATION

OF METAL STRUCTURE.

CA B

SECTION A-A

N.T.S.

NOTE: SORT AND PLACE CHANNEL ROCK ALONG BANK LINES AND FILL ALL VOIDS WITH

STREAM SIMULATION ROCK

SECTION B-B

N.T.S.

SECTION C-C

N.T.S.

STREAM SIMULATION LAYOUT

N.T.S.

FLOODPLAIN

2'-0"

(TYP.)

22'-0" 19'-0" (TYP.)

(BANKFULL WIDTH)

2'-0" (TYP.)

EMBEDMENT

2' (TYP.)

2' (TYP.)

1'-0" (TYP.)

FLOW

FACE OF FOOTING STEMWALL

CONTINUOUS STREAMBANK MADE

OF CHANNEL ROCK CLASS CR-1.

(TYP. BOTH SIDES)

(PAY ITEM 64803-00) CLUSTERS OF 2-3 PIECES OF

CHANNEL ROCK CR-1 AT

APPROXIMATELY 8 FEET SPACING.

B A C

CHANNEL SPANNING RIBS COMPOSED OF SINGLE LAYER

CHANNEL ROCK CR-1, TWO PARTICLES WIDE (IN FLOW

DIRECTION), WITH SLIGHT UPSTREAM ARCH SHAPE. USE

SMALLER PARTICLES IN CHANNEL ROCK SIZE RANGE.

STREAM SIMULATION

BEDDING

EXISTING GROUND /

CHANNEL

PLACE MIXTURE OF ROCK CR-1 AS

BANK LINES, IN-FILL ANNULAR

VOIDS WITH FINES

CONSTRUCT BANKS WITH CHANNEL

ROCK CR-1

STREAMBED PROFILE

ELEVATION

STREAM SIMULATION

ROCK BED CLASS 8

FOOTINGS

RIB COMPOSED OF SINGLE LAYER OF

CHANNEL ROCK CR-1 AT STREAMBED

ELEVATION

FOOTINGS

BACKFILL EXISTING CHANNEL

WITH 2% (MIN.) SLOPE

TOWARD NEW CHANNEL

BANK CONSTRUCTION

SEE C-01 FOR LIMITS

BANK HEIGHT

12" (TYP.)

CONSTRUCT BANKS WITH

CHANNEL ROCK CR-1

STREAM SIMULATION

ROCK BED CLASS 8

BANK HEIGHT

12" (TYP.)

TYPICAL CULVERT CROSS SECTION

N.T.S.

1'-6"

MIN.

1'-0" (TYP.)

BANKFULL WIDTH = 19'-0"

TYPICAL FOUNDATION DETAIL

SEE C-06

LIMITS OF BACKFILL

(TYP.)

(PAY ITEM 20415)

LIMITS OF BACKFILL

(TYP.)

(PAY ITEM 20815)

PLACED STREAMBED

CHANNEL ROCK, PLACEMENT

METHOD A

SEE STREAM SIMULATION

ROCK ON TYPICAL SECTIONS

BELOW

PLACED STREAMBED SIMULATION ROCK

SEE STREAM SIMULATION ROCK ON TYPICAL

SECTIONS BELOW

CONCRETE FOUNDATIONS

PROPOSED STRUCTURAL PLATE ALUMINUM BOX CULVERT

(STRUCTURAL DESIGN TO BE DETERMINED BY THE MANUFACTURER)PAVED SURFACE COURSE

SEE ROADWAY CROSS SECTION

TYPICAL ON SHEET C-05

MATCH TO EXISTING PAVED SURFACE

2'-0"

(TYP.)

TYPICAL STRUCTURE EXCAVATION LIMITS

ROADWAY SURFACE

LEGEND:

STRUCTURE EXCAVATION

(IPAY ITEM 20803)

STRUCTURAL BACKFILL

(PAY ITEM 20803)

GEOCELL FOUNDATION

(PAY ITEM 20802)

TYPICAL EARTHWORK CROSS SECTION

N.T.S.

STRUCTURAL EXCAVATION NOTES STRUCTURAL BACKFILL NOTES

REMOVAL OF EXISTING CULVERT

(PAY ITEM 20301)

21'-7" X 4-11"

STRUCTURAL PLATE ALUMINUM BOX CULVERT

4'-0" MIN.

AS DESIGNED BY BOX

CULVERT MANUFACTURER

6" (TYP.)

1'-6"

(MIN.)

1'-6"

(MIN.)

EXISTING STRUCTURE

REMOVE AND DISPOSE

LIMITS OF EXCAVATION (TYP.)

(PAY ITEM 20803)

SEE NOTE NO.1 -

STRUCTURAL EXCAVATION

NOTES

STRUCTURAL BACKFILL

STRUCTURAL EXCAVATION NOTES

1. COMPLETE STRUCTURE EXCAVATION IN ACCORDANCE WITH FP-14 SECTION 209.

2. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR EXCAVATION SUPPORT AND COMPLIANCE

WITH ALL APPLICABLE OSHA REGULATIONS.

3. CLEAR AREA OF VEGETATION AND OBSTRUCTIONS PRIOR TO EXCAVATION.

4. CONSERVE ALL SUITABLE MATERIAL FOR STRUCTURAL BACKFILL AND OTHER BACKFILL

PURPOSES.

5. DO NOT STOCKPILE EXCAVATED MATERIAL OR ALLOW CONSTRUCTION EQUIPMENT CLOSER

THAN 2 FEET FROM THE EDGE OF ANY EXCAVATIONS.

4. SUBMIT AN EXCAVATION PLAN FOR APPROVAL PRIOR TO BEGINNING WORK ONSITE. AT A

MINIMUM, THE EXCAVATION PLAN MUST INCLUDE: DRAWINGS AND A WRITTEN OUTLINE

DESCRIBING THE PROPOSED EXCAVATION LIMITS, METHODS, EQUIPMENT TO BE USED,

LOCATION OF STOCKPILES, AND ESTIMATED QUANTITIES. THE EXCAVATION PLAN SHALL

COMPLY WITH ALL APPLICABLE OSHA REGULATIONS AND LIST THE SOIL TYPE ASSUMED.

CHANGES TO THE EXCAVATION LIMITS SHOWN ON THE CONTRACT DRAWINGS, OR FOR THE

CONTRACTOR'S DEWATERING PLAN, OR FOR THE CONTRACTOR'S CONVEINENCE MUST BE

SHOWN ON THE EXCAVATION PLAN, AND ARE THE RESPONSIBILITY OF THE CONTRACTOR.

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

STRUCTURAL BACKFILL NOTES

1. BACKFILL USING SUITABLE MATERIAL (INCIDENTAL TO EMBANKMENT CONSTRUCTION) AS

APPROVED BY THE CO. FOLLOW MANUFACTURER'S GUIDELINES ON CRITICAL BACKFILL

ZONES

2. PLACE STRUCTURAL BACKFILL IN ACCORDANCE WITH FP-14 SECTION 209.09, WITH MATERIAL

MEETING THE REQUIREMENTS OF SECTION 704.

3. PLACE STRUCTURAL BACKFILL IN HORIZONTAL LAYERS THAT DO NOT EXCEED 6 INCHES IN

COMPACTED THICKNESS.

4. PLACE STRUCTURAL BACKFILL LAYERS EVENLY ON ALL SIDES OF THE STRUCTURE AS

APPROPRIATE. EXTEND EACH LAYER TO THE LIMITS OF THE EXCAVATION OR TO NATURAL

GROUND.

5. STRUCTURAL BACKFILL SHALL BE SCREENED TO REMOVE ALL ORGANIC MATERIAL.

6. BACKFILL LIMITS SHOWN ON THIS SHEET ARE THE MINIMUM REQUIREMENTS.

7. ANY BACKFILL OUTSIDE THE LIMITS SHOWN IS CONSIDERED EMBANKMENT AND SHALL MEET

THE REQUIREMENTS FOR EMBANKMENT CONSTRUCTION.

8. COMPACT BACKFILL IN ACCORDANCE WITH FP-14 SECTION 209.10 (AASHTO T99, METHOD C

AND AASHTO T310) AND SUBMIT TEST RESULTS TO THE CONTRACTING OFFICER.

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

5/1 6/2

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_2

6.D

W G;

R9

EASTERN REGION

UNNAMED

TRIBUTARY TO

MUDLICK RUN

CULVERT

REPLACEMENT

PROJECT

ALLEGHENY NATIONAL

FOREST

BRADFORD RANGER DISTRICT

EXCAVATION AND

STREAM SIMULATION

DETAILS

8/26/2019

C.GOMEZ

C.GOMEZ

P.LANE

AOP-02 STA 130+00

FS090523_R102013_L1-002.dwg

C-05 07 13

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REFER TO PENNDOT STANDARD SPEC

408 SECTION 620 FOR GUIDERAIL AND

ASPHALT REQUIREMENTS GUIDERAIL DETAIL (TYP.)

N.T.S

ROADWAY CROSS SECTION (TYP.)

N.T.S.

5'-3"

(TYP.)

2'-4"

(TYP.)

1'-3"

(TYP.)

2'-0"

(TYP.)

10'-6"

(TYP.)

21'-0"

(TYP.)

10'-6"

(TYP.)

2'-0"

(TYP.)

2'-0"

(TYP.)

28"

(TYP.)

STEEL POST; W6X8.5,

SET AT 12'-6" O.C.

W-BEAM

OFFSET BLOCK

EDGE OF ASPHALT

6" THICK AGGREGATE

BASE GRADING C

FROM FP-14 TABLE

703-2 RECONSTRUCT EMBANKMENT TO 2.5:1 SLOPE (TYP.)

TO MATCH EXISTING; WORK SHALL BE CONSIDERED

INCIDENTAL CONSTRUCTION

(SEE SITE PLAN SHEET FOR FINISHED GRADE

CONTOURS)

RECONSTRUCT GUIDERAIL

(TYP.)

3.5" THICK ASPHALT

BINDER COURSE

RECONSTRUCT

SHOULDER TO

EXISTING WIDTH

(TYP.) AS PER FP-14

SECTION 703.05(C)

1.5" THICK ASPHALT

WEARING COURSE

COMPACTED SUBGRADE

DIRECTION OF WATER FLOW

2% CROWN OR CROSS SLOPE 2%

AS REQUIRED

12" THICK SUB-BASE PLACED IN TWO 6" COMPACTED LAYERS

SUBBASE GRADIND A FROM FP-14 TABLE 703-2

ALL THE WAY TO SHOULDER

BACKFILLING PIPE (TYP.)

N.T.S.

CMP

4" MIN.

D OR

12" MIN. D D OR

12" MIN.

10D

12" MIN.

COVER

MATCH TO EXISTING

PAVED SURFACE

BEDDING MATERIAL

AS PER FP-14 SECTION 704.02

(PAY ITEM 30210)

BACKFILL WITH CLEAN SUITABLE

MATERIAL AS PER FP-14 SECTION

704.03(A) APPLIED IN 6" LAYERS

CULVERT OUTLET TO STREAM

STA 131+00

12" MIN. 12" MIN.

PLAN VIEW (TYP.)

N.T.S

CROSS SECTION (TYP.)

N.T.S

STREAM CHANNEL

ROAD SHOULDER

FL

OW

TOE OF FILL

ROAD SHOULDER

TOE OF FILL

RIPRAP R-4

RIPRAP R-4

15'-0"

10:1 10:1

2% 2% 2.5:1

6%

10'-6" 2'-0"

(TYP.)37'-6"

EXISTING GROUND

FINISHED GRADE

SEE ROADWAY CROSS SECTION (TYP)

DETAILS

INSTALL 6" OF R-3 STONE

(PAY ITEM 30115-00)

DRIVABLE DIP DETAIL

NTS

ELEVATION:

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

5/1 6/2

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_2

6.D

W G;

R9

EASTER REGION

UNNAMED

TRIBUTARY TO

MUDLICK RUN

CULVERT

REPLACEMENT

PROJECT

ALLEGHENY NATIONAL

FOREST

BRADFORD RANGER DISTRICT

ROAD, CULVERT TRENCH,

INLET AND OUTLET

PROTECTION DETAILS

8/26/2019

C.GOMEZ

C.GOMEZ

P.LANE

AOP-02 STA 130+00

FS090523_R102013_L1-002.dwg

C-06 08 13

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4'- 9"

1'-6" 1'-4" 1'-6" 4'-4"

3'- 9"

#4 U-BAR

24" O.C.

12"

6"

#5 VERT

12" O.C.

4'--8"

10"

(4

4 x C

ON

T

EA

CH

F

AC

E

(4) #4 x CONT. TOP AND BOTTOM

#5 x 4' @ 12"

3" CLR

SEE DETAIL A

FOOTING DETAIL

NTS

6"

1'-5"

LEGEND:

STRUCTURAL BACKFILL

(INCIDENTAL TO PAY ITEM 60302-0000)

BEDDING MATERIAL

(PAY ITEM 30210-0000)

GEOCELL FOUNDATION

(PAY ITEM 20802-0000)1.00'

BEDDING MATERIAL

GEOCELL FOUNDATION

FOLLOW MANUFACTURER'S

INSTALLATION

INSTRUCTIONS

SPLICE LOCATION AT

1/2 HEIGHT OF STEM

WALL

ALTERNATE LOCATIONS (ON EACH

SIDE OF STEM WALL) FOR

POST-INSTALLED ANCHORS

ALTERNATIVE

MECHANICAL SPLICES, TYP.

BOTH SIDES OF FOOTING AND STEM WALL

10' MAX.

TYP PRECAST SEGMENT

NTS

2" 2"

2" TYP

⅊ 5 16" x 8" x 1'-3"

W/(4) 13

16"Ø HOLES

(4) 34"Ø x 6" HILTI HAS-E RODS (OR APPROVED

EQUAL) W/ NUT AND WASHER. 3 1

2"

EMBEDMENT, DRILL AND EPOXY W/ HILTI HIT

HY 150 (OR APPROVED EQUAL)

1" 1"

2" T

YP

(2) 34"Ø A325 BOLTS W/ 7

8"Ø

HOLES IN FLANGE

11 2"

WT8x20x10"

(2) 12"Øx6" HEADED CONCRETE

ANCHOR @ 6" OC (TYP EACH

EMBED)

L 3x3x516x10" (TYP)1"

1" 1"

BAR 3"x516"x8"

1/4

NOTE: FOOTING

SPLICE SHOWN,

WALL SPLICE

SIMILAR

NOTES:

1. AT THE CONTRACTOR'S OPTION, THE CAST-IN-PLACE FOOTING MAY BE PRECAST OFF-SITE. IF PRECAST, CONNECT

SECTIONS AS SHOWN ON THIS SHEET.

2. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ANY ROCK EXCAVATION REQUIRED TO SET THE PRECAST FOUNDATION

AT THE ELEVATIONS SHOWN ON SHEET C-03.

3. PRIOR TO FABRICATING PRECAST FOOTINGS, SUBMIT FOR APPROVAL SHOP DRAWINGS DETAILING SEGMENT LENGTHS, SPLICE CONNECTIONS, CONCRETE MIX DESIGN, AND PICK LOCATIONS

4. THE PRECAST FOOTINGS REQUIRE THE GEOCELL LAYER SHOWN ON SHEET C-05 ON BOTH BEDROCK AND NATIVE SOIL

BOLTED ALTERNATIVE - PLAN

NTS

BOLTED ALTERNATIVE - ELEVATION

NTS

WELDED ALTERNATIVE - PLAN

NTS

WELDED ALTERNATIVE - ELEVATION

NTS

POST INSTALLED ANCHORS ALTERNATIVE -

ELEVATION

NTS

DESIGN ELEVATION

SEE STRUCTURE PROFILE SHEET C-03

BEDROCK (ASSUMED)

ADJUST FOOTING ELEVATION

AND CAST DIRECTLY ON

APPROVED COMPETENT

BEDROCK

1'-4" MIN

MIN (2) EACH FACE

12" O.C.

FIELD CUT VERTICAL

ALT. FOOTING ON BEDROCK

NTS

NOTES:

1. STRUCTURAL CONCRETE AND REINFORCEMENT STEEL IS INCIDENTAL TO

PAY ITEM 60302.

2. FOUNDATION FILL SHALL COMPLY WITH FP-14 SECTION 704.01.

3. PRIOR TO CONSTRUCTING THE FOOTINGS, THE CONTRACTOR SHALL

VERIFY THAT THE DIMENSIONS OF THE STRUCTURE (AS SHOWN ON THESE

PLANS) MATCH THOSE BEING PRODUCED BY ITS FABRICATOR. IF THEY DO

NOT MATCH, AN ADJUSTMENT TO THE FOOTING LOCATIONS MAY BE

REQUIRED. ANY SUCH ADJUSTMENTS SHALL BE SUBMITTED TO THE CO FOR

APPROVAL.

4. FOR INFORMATION ON CHANNEL DIVERSION DURING CONSTRUCTION, SEE

SPECIAL CONTRACT REQUIREMENT 209.

5. OVER-EXCAVATION AND REPLACEMENT WITH FOUNDATION FILL MAY BE

REQUIRED PER STANDARD AND SPECIAL CONTRACT REQUIREMENT

SECTION 208.08(d).

6. THE CONTRACTOR MAY ELECT TO PRECAST THE FOOTINGS. SEE NOTES

ON SHEET G-01 FOR CONDITIONS. DO NOT PLACE PRECAST FOOTINGS

DIRECTLY ON ROCK, USE 6" GEOCELL LAYER PER DETAIL.

7. GEOCELL MAT TO EXTEND 6" BEYOND LENGTH OF FOOTING.

8. OVEREXCAVATE ALL CLAY ENCOUNTERED AT FOUNDATION LEVEL AND

REPLACE WITH BACKFILL MATERIAL. INCIDENTAL TO PAY ITEM 20802.

9. DO NOT PLACE FOOTINGS DIRECTLY ON LARGE BOULDERS OR

OUTCROPPINGS OF BEDROCK. IF BEDROCK IS ENCOUNTERED, ADJUST

THE FOOTING DEPTH AND FOOTING STEM WALL HEIGHT AS SHOWN ON

THIS SHEET. REINFORCING TO REMAIN THE SAME EXCEPT WHERE SHOWN.

10. ROCK EXCAVATION REQUIRED TO ACHIEVE DIMENSIONS SHOWN IS

OPTIONAL TO ITEM 20401.

NTS

GROUT KEY PER

MANUFACTURER'S

SPECIFICATIONS.

VERIFY WITH

MANUFACTURER

KEYWAY

DIMENSIONS.

4" 8" 4"

4"

DETAIL A

NTS

SUBGRADE

GEOTEXTILE

GEOWEB

GRANULAR INFILL

GEOTEXTILE

GEOCELL FOUNDATION SYSTEM (TYP) DETAIL

NTS

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

5/1 6/2

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UNNAMED

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CULVERT

REPLACEMENT

PROJECT

ALLEGHENY NATIONAL

FOREST

BRADFORD RANGER DISTRICT

FOUNDATION DETAILS

8/26/2019

C.GOMEZ

C.GOMEZ

P.LANE

AOP-02 STA 130+00

FS090523_R102013_L1-002.dwg

C-07 09 13

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LOG JAM NOTES:

1. LOG JAMS WILL BE LOCATED AND STAKED IN THE FIELD BY

FOREST STAFF PRIOR TO CONSTRUCTION.

2. LOGS FOR THE LOG JAM SHALL BE CEDAR, SPRUCE, PINE OR

FIR. LIMBS AND BRANCHES SHALL BE IN TACT TO THE

FULLEST EXTENT POSSIBLE. OTHER TYPES OF LOGS MAY BE

USED IF APPROVED PRIOR TO CONSTRUCTION WITH THE CO.

3. STRUCTURE MEMBERS ARE TO BE A MINIMUM OF 2 FEET BOLE

DIAMETER WITH 6 FEET EFFECTIVE DIAMETER ROOTWAD.

4. EXCAVATE A CRADLE AREA ON THE STREAMBED TO PLACE

BASE MEMBERS OF LOG JAM. BURY ROOTWAD 3 FEET INTO

STREAMBED. USE EXCAVATED GRAVELS TO BACKFILL

AROUND BASE MEMBERS.

5. BALLAST STRUCTURE WITH AT LEAST 11 BOULDERS (3) 6 FOOT

AND (8) 4 FOOT DIAMETER, RESTING ON TOP OF THE LOG IN A

STABLE POSITION. EACH LOG SHALL BE BALLASTED WITH AT

LEAST 2 BOULDERS.

6. ANCHOR ALL MEMBERS TOGETHER AS SHOWN IN ANCHOR

DETAIL. PRE-DRILL 1 INCH HOLE AND USE AN A307

HOT-DIPPED GALVANIZED, 1 INCH DIAMETER, THREADED

STAINLESS STEEL ROD WITH HEAVY PLATE WASHERS AND

NUTS.

SECTION

LOG JAM & ROCK PLACEMENT DIAGRAM

NTS

PLAN VIEW

30'

35'

25'

40'

ANCHOR DETAIL

(not to scale)

EXISTING BANK

BASE MEMBERS

BOULDERS

TOP MEMBERS

BASE MEMBERS

TOP MEMBERS

BOULDERS

BASE MEMBERS

CRADLE AREA

SEE NOTE 3

ORDINARY HIGH WATER

TOP MEMBERS

TYPICAL ANCHOR PLACEMENT

BASE MEMBERS1"Ø STAINLESS STEEL

ROD

ORDINARY HIGH WATER

5'-0" (TYP.)

4'-0" (TYP.)

3'-0" MIN.

4" ROUND TREATED

WOOD FENCE POST

FENCE POST INSTALLATION DETAIL

NTS

FLOW

45°

45°

RIVER LEFT

RIVER RIGHT

AA

B B

HEADWALL AND WINGWALL PLAN

NTS

R-4 RIPRAP PLACE AS DIRECTED BY CO (TYP), WRAP AROUND

EACH WINGWALL END TO CATCH FILL SLOPE. RIPRAP SHOWN

NOT TO SCALE. 10 CY. EACH CORNER OF WINGWALL. (PAY

ITEM 25102)

58°

℄ F R2

30°

150°

5.50'

9.50'

5.50'

5.11'

ELEV: 1364.89'

B-B DOWNSTREAM HEADWALL ELEVATION

NTS

A-A UPSTREAM HEADWALL ELEVATION

NTS

ELEV: 1364.18'

ELEV: 1363.77'

ELEV: 1365.72'

ELEV: 1364.92'

RI

VE

R

LE

FT

RI

VE

R

RI

GH

T

RI

VE

R

RI

GH

T

RI

VE

R

LE

FT

4'-9" 28'-6" 4'-5"

3'-10" 28'-6" 6'-9"

1'- 5"

1'- 8"

ELEV: 1357.67'

ELEV: 1358.80'

ELEV: 1364.35'

ALUMINUM

STRUCTURAL

HEADWALL

ALUMINUM

STRUCTURAL

HEADWALL

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

5/1 6/2

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6.D

W G;

R9

EASTER REGION

UNNAMED

TRIBUTARY TO

MUDLICK RUN

CULVERT

REPLACEMENT

PROJECT

ALLEGHENY NATIONAL

FOREST

BRADFORD RANGER DISTRICT

FENCE, LOG JAM AND

STRUCTURE HEADWALL

DETAILS

8/26/2019

C.GOMEZ

C.GOMEZ

P.LANE

AOP-02 STA 130+00

FS090523_R102013_L1-002.dwg

C-08 10 13

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ROADWAY CENTERLINE

PERMANENT CULVERT

PERMANENT NATURAL CHANNELX X

X

TEMPORARY CULVERT

X

X

B

X

B

C

X

C

X

XX

A A

FLOW

BEDDING

LIMITS OF EARTHWORK

SUBGRADE

ROADWAY CENTERLINE

PERMANENT CULVERT

PERMANENT NATURAL CHANNEL

FLOW

SILT FENCE

X X X

X

X

XX

X X

XX

X

X X

X X

X X

X X

XB

X

B

A

X X

A

FLOW

TEMPORARY FORCE

MAIN

LIMITS OF EARTHWORK

SAND BAG TEMPORARY

BARRIER

TRASH PUMP SIZED TO

DIRECT TOAL FLOW FROM STREAM

THROUGH FORCE MAIN

ROADWAY CENTERLINE

PERMANENT CULVERT

FLOWFLOW

NATURAL GROUND

TEMPORARY CULVERT

BACKFILL

D

SANDBAGSPLASTIC LINER

2 FT

PLASTIC LINER

FLOW

FLOW

SCALE : NTS

PLAN - DIVERSION CHANNELC1 PLAN - TRASH PUMP BYPASSC2 SCALE : NTS

PLAN - TEMPORARY CULVERT DIVERSIONA1 SCALE : NTS

SECTION C-C TEMPORARY CULVERTA2 SCALE : NTS

RIPRAP LINED DIVERSION CHANNELB4 SCALE : NTS

D4

SECTION A-A SECTION B-B

2 FT

2 FT 2 FT

NOTES:

1. USE PLASTIC LINER OR RIPRAP ALONG THE ENTIRE LENGTH AND WIDTH OF THE

TEMPORARY DIVERSION CHANNEL.

2. CONSTRUCT CHANNEL AT A MINIMUM GRADE OF 0.5 PERCENT.

3. DO NOT CONSTRUCT WITH LONGITUDINAL JOINTS IF USING A PLASTIC LINER.

BURY THE UPSTREAM EDGE OF THE LINER A MINIMUM OF 6 IN DEEP AND SECURE

WITH RIPRAP OR SANDBAGS.

4. ALL PUMPS WILL HAVE A SCREENED FOOT VALVE.

TEMPORARY DIVERSION CHANNEL WITH

PLASTIC LINER OR RIPRAP USE SANDBAGS TO PREVENT BACKFLOW INTO

NATURAL CHANNEL

USE SANDBAGS TO CONSTRUCT

TEMPORARY BARRIER

TEMPORARY DIVERSION CHANNEL WITH

PLASTIC LINER OR RIPRAP USE SANDBAGS TO PREVENT BACKFLOW INTO

NATURAL CHANNEL

USE SANDBAGS TO CONSTRUCT

TEMPORARY BARRIER

TEMPORARY RIPRAP

ENERGY DISSAPATOR SILT FENCE (TYP. WHEN

SCHEDULED)

BURY PLASTIC LINER 6 IN DEEP AND SECURE

WITH SANDBAGS (TYP.)SILT FENCE

RIPRAP LINING GEOTEXTILE, TYPE II-AGEOTEXTILE, TYPE II-A

SANDBAGSRIPRAP LINING

SECTION B-B SECTION A-A

FRONT VIEW

SCALE : NTS

PERMANENT NATURAL CHANNEL

LIMITS OF EARTHWORK

ROADWAY

EMBANKMENT

ROADWAY

EMBANKMENT

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

5/1 6/2

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6.D

W G;

R9

EASTER REGION

UNNAMED

TRIBUTARY TO

MUDLICK RUN

CULVERT

REPLACEMENT

PROJECT

ALLEGHENY NATIONAL

FOREST

BRADFORD RANGER DISTRICT

DEWATERING PLAN

8/26/2019

C.GOMEZ

C.GOMEZ

X.XXX

AOP-02 STA 130+00

FS090523_R102013_L1-002.dwg

C-09 11 13

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NOTES :

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

BARRICADES AS SHOWN OR AS DIRECTED BY THE CO.

ROAD

CLOSED

BARRIER DETAILS

AS REQUIRED

MUTCD PANEL

R11-2

1'-8"

1'-8" 5'-0"

MIN.

6'-6" MAX.

RETROREFLECTORIZED FACESANDBAGS FOR

ADDED STABILITY

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

5/1 6/2

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6.D

W G;

R9

EASTER REGION

UNNAMED

TRIBUTARY TO

MUDLICK RUN

CULVERT

REPLACEMENT

PROJECT

ALLEGHENY NATIONAL

FOREST

BRADFORD RANGER DISTRICT

DETOUR TRAFFIC

CONTROL PLAN

8/26/2019

C.GOMEZ

C.GOMEZ

P.LANE

AOP-02 STA 130+00

FS090523_R102013_L1-002.dwg

C-10 12 13

PLACE ON EASTBOUND PA-59, AT INTERSECTION W/

FSR 262

SIGN NO. LOCATION TEXT QUANTITY

PLACE ON WESTBOUND PA-59, ACROSS FROM FSR

PLACE ON NORTHBOUND FSR 492, AT INTERSECTION W/

FSR 262

KIASUTHA

CG

PLACE ON NORTHBOUND FSR 141, AT INTERSECTION W/

FSR 262

PLACE ON NORTHBOUND FSR 110, AT INTERSECTION W/

FSR 262

PLACE ON NORTHBOUND FSR 141, AT INTERSECTION W/

FSR 262

PLACE ON NORTHBOUND FSR 110, AT INTERSECTION W/

FSR 262

PLACE ON SOUTHBOUND PA-321, AT INTERSECTION W/

FSR 262

KIASUTHA

CG

PLACE ON NORTHBOUND PA-321, AT INTERSECTION W/

FSR 262

PLACE ON NORTHBOUND PA-321, AT INTERSECTION W/

FSR 262

PLACE ON EASTBOUND PA-59, AT INTERSECTION W/

PA-321

PLACE ON WESTBOUND PA-59, ACROSS FROM

PA-321

PLACE ON NORTHBOUND FSR 492, AT INTERSECTION W/

FSR 262

3 4A

6 7

4a

DETOUR

KIASUTHA CG

DETOUR

DEWDROP CG

JAKES ROCKS

ELIJAH BOAT RAMP

DETOUR

KIASUTHA CG

VIA SR 59

DETOUR

DEWDROP CG

JAKES ROCKS

ELIJAH BOAT RAMP

DETOUR

DEWDROP CG

ELIJAH BOAT RAMP

DETOUR

DEWDROP CG

ELIJAH BOAT RAMP

DETOUR

KIASUTHA CG

PROJECT LOCATION

AutoCAD SHX Text

1. THIS PLAN SHOWS THE MINIMUM REQUIREMENTS FOR DETOUR THIS PLAN SHOWS THE MINIMUM REQUIREMENTS FOR DETOUR AND TEMPORARY TRAFFIC CONTROL. CONTRACTOR SHALL SUBMIT A PLAN TO THE FOREST 30 DAYS PRIOR INITIAL INSTALLATION. 2. ALL SIGN AND BARRICADE INSTALLATION SHALL MEET THE ALL SIGN AND BARRICADE INSTALLATION SHALL MEET THE STANDARDS ESTABLISHED IN THE FEDERAL HIGHWAY ADMINISTRATION'S "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD)", CURRENT EDITION. 3. LETTERS ON SIGNS SHALL HAVE A MINIMUM HEIGHT OF 4" AND LETTERS ON SIGNS SHALL HAVE A MINIMUM HEIGHT OF 4" AND MINIMUM WIDTH OF 2". 4. WHERE TRAFFIC IS MAINTAINED THROUGH OR OVER ANY PART WHERE TRAFFIC IS MAINTAINED THROUGH OR OVER ANY PART OF THE PROJECT, THE CONTRACTOR SHALL BE REQUIRED TO MARK ALL HAZARDS WITHIN THE LIMITS OF THE PROJECT (INCLUDING CONNECTING ROADS) WITH WELL-MAINTAINED SIGNS. 5. THE CONTRACTOR'S EQUIPMENT AND PARKING AREAS SHALL THE CONTRACTOR'S EQUIPMENT AND PARKING AREAS SHALL NOT INHIBIT THE VISIBILITY OF PROJECT SIGNS AND BARRICADES. 6. LOCATION AND INSTALLATION OF ALL TRAFFIC SIGNS, TRAFFIC LOCATION AND INSTALLATION OF ALL TRAFFIC SIGNS, TRAFFIC CONTROL, AND BARRICADES SHALL BE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND APPROVED BY THE CO. 7. ALL SIGNS AND BARRICADES SHALL CONSIST OF A SMOOTH, ALL SIGNS AND BARRICADES SHALL CONSIST OF A SMOOTH, RETROREFLECTIVE SURFACE UNLESS OTHERWISE SPECIFIED ON THE PLANS. SIGNS SHALL HAVE A SCREEN PROCESSED BLACK LEGEND AND BORDER ON ORANGE FLEXIBLE RETROREFLECTIVE SHEETING, NON-EXPOSED LENS BACKGROUND. 8. SIGN PANELS FURNISHED BY THE CONTRACTOR FOR USE ONLY SIGN PANELS FURNISHED BY THE CONTRACTOR FOR USE ONLY DURING CONSTRUCTION SHALL BE FABRICATED FROM PLYWOOD, ALUMINUM, STEEL OR OTHER SUITABLE MATERIAL, BUT SHALL BE STABLE AND DURABLE ENOUGH TO MEET OTHER REQUIREMENTS OF THIS CONTRACT. ALL MATERIAL SHALL BE SOUND AND DURABLE. BARRICADES, SIGNS, SYMBOLS AND LETTERING SHALL BE OF GOOD WORKMANSHIP. UNEVEN LETTERING SHALL NOT BE ACCEPTED. 9. ALTERNATE METHODS OF PROCESSING SIGNS OR THE ALTERNATE METHODS OF PROCESSING SIGNS OR THE SUBSTITUTION OF MATERIALS, SYMBOLS OR OTHER REFLECTING ELEMENTS SHALL BE PERMITTED ONLY AFTER APPROVAL OF SUCH METHODS OR MATERIALS BY THE CO IN WRITING. 10. SIGNS AND BARRICADES USED AS TRAFFIC CONTROLS FOR SIGNS AND BARRICADES USED AS TRAFFIC CONTROLS FOR HIGHWAY CONSTRUCTION SHALL NOT BE PAID FOR SEPARATELY, BUT SHALL BE INCLUDED IN ITEM 63501-00. 11. ALL CONSTRUCTION TRAFFIC CONTROL SIGNING AND BARRICADES ALL CONSTRUCTION TRAFFIC CONTROL SIGNING AND BARRICADES SHALL BE COMPLETED AND APPROVED PRIOR TO THE BEGINNING OF CONSTRUCTION, AND ITEM 15101-00 MOBILIZATION, SHALL NOT BE PAID UNTIL SIGNING IS APPROVED BY THE CO. 12. SIGN PANELS SHALL BE ATTACHED TO POSTS SIGN PANELS SHALL BE ATTACHED TO POSTS WITH 3/8" MACHINE BOLTS THROUGH 1/2" HOLES. FIBER WASHERS SHALL BE PLACED BETWEEN THE BOLT HEAD AND THE FACE OF THE SIGN PANEL. 2" GALVANIZED WASHERS SHALL BE PLACED UNDER THE NUT ON THE BACK OF THE TIMBER POSTS. 13. SEE MAP FOR APPROXIMATE SIGN LOCATIONS. FINAL LOCATIONS SEE MAP FOR APPROXIMATE SIGN LOCATIONS. FINAL LOCATIONS SHALL BE APPROVED BY THE CO. 14. ALL TRAFFIC CONTROL DEVICES SHALL FOLLOW THE GUIDELINES ALL TRAFFIC CONTROL DEVICES SHALL FOLLOW THE GUIDELINES ESTABLISHED IN THE REFERENCE TITLED "QUALITY GUIDELINES FOR WORK ZONE TRAFFIC CONTROL DEVICES" PUBLISHED BY THE ROADWAY SAFETY TRAINING INSTITUTE AND THE AMERICAN TRAFFIC SAFETY SERVICE ASSOCIATION AND BE IN ACCORDANCE WITH MUTCD.

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