Attach 2.1 Mudlick_FINAL_20200629_signed.pdf

PROJECT LOCATION

VICINITY MAP

SHEET OF

United States Department of Agriculture

Forest Service

01 08

RECOMMENDED BY:

APPROVED:

FOREST ENGINEER

DISTRICT RANGER DATE

DATE

DIRECTOR OF ENGINEERING

DATE

FOREST SUPERVISOR

DATE

RO FACILITIES PROGRAM MANAGER

DATE

5/2 7/2

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PENSYLVANNIA

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-01 SITE PLAN

C-02 STREAM RECONSTRUCTION LAYOUT

C-03 EXCAVATION AND STREAM SIMULATION DETAILS

C-04 ROAD, CULVERT TRENCH, INLET AND OUTLET PROTECTION DETAILS

C-05 LOG JAM DETAIL

C-06 FOUNDATION DETAILS

C-07 MINIMUM REQUIREMENTS AND DEWATERING METHODS PLAN

C-08 MINIMUM REQUIREMENTS FOR DETOUR TRAFFIC CONTROL PLAN

MUDLICK RUN

N: 41.781516 E: -78.908804

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 9.11 MILES TO SITE LOCATION, MUDLICK RUN. LONGITUDE AND LATITUDE : 41.784435, -78.908859.

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 2.2 MILES TO SITE LOCATION, MUDLICK RUN. LONGITUDE AND

LATITUDE : 41.784435, -78.908859.

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.

MUDLICK RUN CULVERT REPLACEMENT PROJECT

(AOP-01 FR262 STA116+45)

Structure Number: 091903000035409

MP: 2.2

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 7/2

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R9

EASTERN REGION

MUDLICK RUN

CULVERT

REPLACEMENT

PROJECT

ALLEGHENY NATIONAL

FOREST

BRADFORD RANGER DISTRICT

GENERAL NOTES

2/26/2019

C.GOMEZ

C.GOMEZ

S.BINGHAM

AOP-01 FR262 STA116+45

FS090523_R102013_L1-002.dwg

G-2 02 10

I. GENERAL NOTES:

1. ALL MATERIALS AND CONSTRUCTION SHALL CONFORM TO THE FOLLOWING SPECIFICATIONS:

1.1. STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY PROJECTS, FP-14 US CUSTOMARY UNITS, AND IT'S LATEST REVISIONS. AND APPLICABLE FOREST SERVICE SUPPLEMENTAL

SPECIFICATIONS.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING FIELD MEASUREMENTS OF ALL EXISTING FEATURES TO ASSURE CONSISTENCY WITH THE PROPOSED CONSTRUCTION. ANY DISCREPANCIES IN DIMENSIONS, CHARACTER OR EXTENT OF THE EXISTING FEATURES SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER PRIOR TO THE START

OF WORK.

3. TOPOGRAPHIC INFORMATION WAS DEVELOPED BY A FOREST SERVICE SURVEY CREW. THE HORIZONTAL POSITIONS AND

DATUM ARE BASED ON AN NAD-83 STATE PLANE PA NORTH US FEET COORDINATE SYSTEM.

4. SEEDING AND MULCHING SHALL FOLLOW PENNSYLVANIA DEPARTMENT OF ENVIRONMENTAL PROTECTION STANDARDS

AND DATES.

5. CONSTRUCTION OPERATIONS SHALL BE CARRIED OUT IN A MANNER AND SEQUENCE THAT EROSION AND AIR AND WATER

POLLUTION ARE MINIMIZED AND HELD WITHIN LEGAL LIMITS.

6. CONSTRUCTION SHALL BE DONE DURING LOW FLOW CONDITIONS TO MINIMIZE IN-STREAM DISTURBANCES.

CONSTRUCTION EQUIPMENT SHALL BE KEPT OUT OF THE CHANNEL UNLESS THE PROJECT PERMIT ALLOWS.

7. COMPLETED JOB SHALL PRESENT A WORKMANLIKE APPEARANCE AND SHALL CONFORM TO THE LINE, GRADES, AND

ELEVATIONS SHOWN ON THE DRAWINGS OR AS STAKED IN THE FIELD.

8. ALL OPERATIONS SHALL BE CARRIED OUT IN A SAFE AND SKILLFUL MANNER. SAFETY AND HEALTH REGULATIONS SHALL BE OBSERVED AND APPROPRIATE SAFETY MEASURES USED. CONTRACTOR SHALL BE ASSURED THAT ALL STATE LAWS

CONCERNING BURIED UTILITIES HAVE BEEN MET.

9. DOCUMENTATION OF MATERIALS USED SHALL BE SAVED AND PROVIDED TO THE CONTRACTING OFFICER.

10. ALL TREES, STUMPS, ROOTS, BRUSH, WEEDS, BROKEN CONCRETE AND ASPHALT MATERIALS, AND OTHER OBJECTIONABLE

MATERIALS SHALL BE REMOVED FROM DESIGNATED WORK AREA TO A LOCATION DESIGNATED BY THE CO.

11. DISTURBANCE TO THE EXISTING BANKS AND TREES SHALL BE MINIMIZED. TREES WITH A SOLID FOUNDATION WHICH ARE

NOT IN THE LOCATION OF THE EXCAVATION AREAS AND/OR DO NOT RESTRICT ACCESS FOR INSTALLATION OF TREATMENT METHODS SHALL BE LEFT INTACT. AS SHOWN ON THE PLANS, TREE LIMBS WHICH ARE IMPEDING THE CHANNEL FLOW

SHOULD BE CUT OFF, LEAVING THE ROOT WADS INTACT.

II. HYDROLOGY AND HYDRAULICS:

1. THIS STRUCTURE HAS BEEN DESIGNED TO PASS A 100-YEAR FLOOD (Q100) FREQUENCY FLOW WITH A H/D=0.8.

2. THE REFERENCE REACH IS LOCATED APPROXIMATELY 235 TO 335 FEET DOWNSTREAM THE STRUCTURE.

3. DRAINAGE AREA = 1.5 SQUARE MILES

4. DESIGN FLOW:

4.1. Q2 = 90 CFS Q100 = 409 CFS

II. CONSTRUCTION NOTES:

1. THE PROJECT WORK SHALL GENERALLY INCLUDE, BUT NOT LIMITED TO, LAYOUT AND CONSTRUCTION OF THE CONTRACTOR FURNISHED STRUCTURAL PLATE ALUMINUM BOX CULVERT STRUCTURE, INSTALLATION OF THE CONTRACTOR FURNISHED CONCRETE SUBSTRUCTURES, STREAM SIMULATION, STREAMBANK PROTECTION, ROADWAY

CONSTRUCTION, PLACEMENT OF ROAD BANK PROTECTION AND APPROACH WORK.

2. NO BACKFILL SHALL BE PLACED AGAINST ANY STRUCTURAL ELEMENTS UNTIL THE WORK HAS BEEN APPROVED BY THE

CONTRACTING OFFICER.

3. BACKFILL MATERIAL SHALL BE APPROVED BY THE CONTRACTING OFFICER. THE MATERIAL SHALL CONSIST OF INERT MATERIAL THAT IS HARD, DURABLE STONE, AND COARSE SAND THAT IS FREE OF LOAM, CLAY, SURFACE COATINGS, AND OTHER DELETERIOUS MATERIALS, THE MAXIMUM STONE SIZE IN ANY DIRECTION IS 3 INCHES. BACKFILL PLACEMENT AND COMPACTION SHALL BE IN ACCORDANCE TO THE FP-14 SPECIFICATIONS. THE USE OF ONSITE MATERIAL MAY BE USED IF IT IS IN ACCORDANCE WITH FP-14 SPECIFICATIONS. ALL COSTS SHALL BE INCLUDED UNDER PAY ITEM 20415 "EMBANKMENT

CONSTRUCTION". SEE C-04 FOR MORE NOTES.

4. IMPROPER BACKFILL THAT RESULTS IN DAMAGE TO THE STRUCTURE AND SUBSTRUCTURES SHALL BE REPAIRED AT THE

CONTRACTOR'S EXPENSE.

5. STRUCTURAL BACKFILL SHALL BE A SOIL MEETING THE UNIFIED SOIL CLASSIFICATION OF GP, GP-GM, SP OR SP-SM.

STRUCTURAL BACKFILL SHALL BE PLACED IN LIFTS NOT EXCEEDING ABOUT 12 INCHES IN LOOSE THICKNESS COMPACTED TO A MINIMUM OF NINETY-FIVE PERCENT (95%) OF STANDARD PROCTOR (ASTM D-698) MAXIMUM DRY

DENSITY.

6. NO CONSTRUCTION LIVE LOAD SURCHARGE FROM HEAVY EQUIPMENT SHALL BE PERMITTED AGAINST THE CONCRETE SUBSTRUCTURES. WITH THE EXCEPTION OF THE PLATE COMPACTOR, ALL CONSTRUCTION EQUIPMENT SHALL MAINTAIN A

MINIMUM 10-FOOT CLEARANCE FROM THE BACK OF THE CONCRETE SUBSTRUCTURES.

7. AREAS OUTSIDE THE LIMITS OF PROPOSED WORK THAT ARE DISTURBED BY CONSTRUCTION ACTIVITY SHALL BE

RESTORED TO THEIR ORIGINAL CONDITION, AND AT NO EXPENSE TO THE GOVERNMENT.

8. ALL WASTE MATERIAL NOT RE-INCORPORATED INTO THE WORK, SHALL BECOME PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OFF FOREST SERVICE PROPERTY AT A COMMERCIAL LANDFILL OR OTHER APPROVED LOCATION.

9. ALL CONSTRUCTION EQUIPMENT SHALL BE WASHED THOROUGHLY, TO REMOVE ALL SOIL OR OTHER DEBRIS THAT MIGHT CONTAIN SEED OF NON-NATIVE INVASIVE SPECIES. PRIOR TO BEING ALLOWED ONTO THE PROJECT, THE CONTRACTOR SHALL COORDINATE WITH THE CONTRACTING OFFICER A TIME AND LOCATION FOR EQUIPMENT TO BE VISUALLY INSPECTED FOR CLEANLINESS. IF SOIL AND OTHER DEBRIS IS FOUND DURING INSPECTION, EQUIPMENT NOT PASSING VISUAL INSPECTION MAY REQUIRE RETURN TO EQUIPMENT YARD FOR FURTHER, INTENSIVE CLEANING, WHICH WILL BE AT

NO EXPENSE TO THE GOVERNMENT.

10. EXCAVATION REQUIRED FOR PLACEMENT OF RIPRAP SHALL BE CONSIDERED INCIDENTAL TO THE PLACEMENT OF RIPRAP

(251 PAY ITEMS).

11. REFER TO EARTHWORK TYPICAL SECTIONS FOR EARTHWORK PAY LIMITS.

12. DESIGNATED LOCATIONS FOR EXCAVATION AND EARTHFILL SHALL BE STRIPPED OF ALL VEGETATION AND TOPSOIL

CONTAINING SUBSTANTIAL AMOUNTS OF ORGANIC MATTER. TOPSOIL WILL BE STOCKPILED FOR USE TO TOPSOIL AREAS DISTURBED BY THE CONSTRUCTION, EMBANKMENT SLOPES, AND OTHER REQUIRED TOPSOIL AREAS (IF THE PERCENTAGE

OF ORGANIC MATERIALS IS NOT TOO GREAT).

13. CONTRACTOR SHALL PROVIDE SHORING AND SLOPING DESIGN CERTIFICATION FOR ALL TRENCHING ACTIVITY AS PER

OSHA REQUIREMENTS.

14. ANY EXCAVATION OF HARD SHALE ALONG THE ENTIRE LENGTH OF BOTH CONCRETE FOOTINGS SHALL BE CONSIDERED AS

AN OPTIONAL ITEM CONSTRUCTION. CONSULT THE CO FOR INSTRUCTIONS ON HOW TO PROCEED.

15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING THE CONSTRUCTION SITE. THE CONTRACTOR SHALL

DETERMINE THE DEWATERING METHOD (FOR EXAMPLES SEE METHOS ON SHEET C-08), PROVIDE CALCULATIONS, AND LAYOUT SKETCH WITH ALL PERTINENT INFORMATION FOR REVIEW AND APPROVAL FROM THE CONTRACTING OFFICER 14

CALENDAR DAYS PRIOR TO THE START OF WORK.

III. REMOVAL NOTES:

1. GENERAL EXCAVATION FOR EXISTING CULVERT SHALL PAID FOR UNDER PAY ITEM 20301, "REMOVAL OF EXISTING

STRUCTURES AND OBSTRUCTIONS".

2. EXCAVATION REQUIRED FOR THE PLACEMENT OF CONCRETE SUBSTRUCTURES SHALL BE CONSIDERED INTICENDATAL TO

AND PAID FOR UNDER PAY ITEM 60302.

3. CONTRACTOR SHALL REMOVE AND DISPOSE OF THE EXISTING CULVERT TO AN APPROVED COMMERCIAL LANDFILL. ALL

COSTS ASSOCIATED WITH THE REMOVAL AND DISPOSAL OF THE EXISTING STRUCTURE SHALL BE PAID FOR UNDER PAY

ITEM 20301, "REMOVAL OF STRUCTURES AND OBSTRUCTIONS".

IV. ROCK RIPRAP NOTES:

1. THE ROCK SHALL BE DENSE, SOUND, AND FREE FROM CRACKS, SEAMS, OR OTHER DEFECTS CONDUCIVE TO

ACCELERATED WEATHERING. THE ROCK FRAGMENTS SHALL BE ANGULAR TO SUB-ROUND IN SHAPE WITH THE LEAST

DIMENSIONS NOT LESS THAN 1/3 THE GREATEST DIMENSION OF THE FRAGMENT.

2. RIPRAP SHALL MEET THE PENNDOT GRADATION AND QUALITY DESIGNATION SHOWN ON THE PLANS.

3. THE ROCK SHALL BE PLACED TO THE DEPTHS, DIMENSIONS AND FINISH ELEVATIONS SPECIFIED ON THE DRAWINGS.

4. THE ROCK IN PLACE SHALL BE REASONABLY HOMOGENEOUS WITH THE LARGER ROCKS UNIFORMLY DISTRIBUTED AND

FIRMLY IN CONTACT ONE TO ANOTHER AND WITH THE SMALLER ROCKS FILLING THE VOIDS. SOME HAND PLACING MAY BE

REQUIRED TO PROVIDE A NEAT AND UNIFORM SURFACE.

V. HARDWARE AND STRUCTURAL STEEL NOTES:

1. USE SHAPES, PLATES, AND BARS MEETING THE REQUIREMENTS OF ASTM A36, UNLESS OTHERWISE SPECIFIED IN THESE

PLANS. USE HARDWARE MEETING THE REQUIREMENTS OF ASTM A325, EXCEPT AS NOTED ON THE DRAWINGS OR

MANUFACTURER SPECIFICATIONS.

VI. WELDING NOTES:

1. WELD IN ACCORDANCE WITH THE STRUCTURAL WELDING CODE, AWS D1.1. A CERTIFIED WELDER IS REQUIRED.

VII. GUARDRAIL NOTES:

1. UTILIZE MATERIALS FOR GUIDE RAIL FROM R.G. STEEL CORPORATION, OR APPROVED EQUAL. REFER TO PENNDOT PUB 408

SPECIFICATIONS FOR FURTHER REQUIREMENTS.

VIII. ROADWAY RECONSTRUCTION NOTES:

1. FOR ASPHALT PLACEMENT, SAWCUT EXISTING PAVEMENT AT THE LOCATIONS SHOWN ON THE DRAWINGS, AND PLACE TACK ON CUT EDGE PRIOR TO THE PLACEMENT OF ASPHALT. THIS WORK SHALL BE CONSIDERED INCIDENTAL

CONSTRUCTION.

IX. ASPHALT DISPOSAL NOTES:

1. THE CONTRACTOR SHALL REMOVE AND DISPOSE OF DEMOLISHED ASPHALT TO AN APPROVED DISPOSAL LOCATION. THIS

WORK SHALL BE CONSIDERED INCIDENTAL CONSTRUCTION. REFER TO PENNDOT PUB 408 SPECIFICATIONS FOR FURTHER

REQUIREMENTS.

XI. UTILITIES NOTES:

1. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING, PROTECTING, MAINTAINING SERVICE, AND COORDINATING OUTAGES

OF EXISTING UTILITIES THROUGHOUT THE TERM OF THE CONTRACT.

2. USE OF THE PA-ONE CALL (811) IS REQUIRED.

3. NOTIFY THE OIL AND GAS COMPANY PRIOR TO CONSTRUCTION: MICHAEL T. DONOVAN, SENECA RESOURCES: (412) 548

2500; TROY SPEHAR, SHELL EXPLORATION & PRODUCTION COMPANY: (814) 558 3817; TROY.SPEHAR@SHELL.COM

XII. TRAFFIC CONTROL NOTES:

1. NO TRAFFIC ON THE EXISTING ROAD SHALL BE ALLOWED DURING CONSTRUCTION OF THE NEW CULVERT. SEE SECTION

156.03 OF THE SUPPLEMENTAL SPECIFICATIONS FOR ROAD CLOSURE LIMITATIONS. CONTRACTOR SHALL SUBMIT A TEMPORARY TRAFFIC CONTROL PLAN TO THE CONTRACTING OFFICER FOR APPROVAL AT LEAST 30 DAYS PRIOR TO THE INTENDED USE OF THE TEMPORARY TRAFFIC CONTROL. SEE C-08 FOR DETOUR TRAFFIC CONTROL MINIMUM SIGN

REQUIREMENTS..

.XIII. EROSION CONTROL NOTES:

1. THE CONTRACTOR SHALL SUBMIT AN EROSION CONTROL AND SEDIMENT CONTROL PLAN WITH A SCHEDULE OF

CONSTRUCTION ACTIVITIES. THE PLAN SHALL BE SPECIFIC AND SHALL BE PAID FOR UNDER PAY ITEM 15713, "SOIL

EROSION AND POLLUTION CONTROL".

2. THE CONTRACTOR SHALL PHYSICALLY MARK THE THE LIMITS OF NECESSARY DISTURBANCE WITH TAPE, SILT FENCE, OR OTHER METHODS AND REVIEW WITH WORKERS AND SUBCONTRACTORS IN ORDER TO PROTECT AREAS FROM

UNNECESSARY DISTURBANCE.

4. THE CONTRACTOR SHALL MINIMIZE THE AMOUNT OF DISTURBED SOIL EXPOSED TO EROSION FROM WIND AND WATER BY USING VEGETATIVE AND STRUCTURAL CONTROL AND PROPER PHASING AND SEQUENCING OF ACTIVITIES.

5. THE CONTRACTOR SHALL DIVERT OFFSITE STORMWATER RUNOFF FROM HIGHLY EROSIVE AREAS AND STEEP SLOPES, AND CONVEY OFFSITE STORMWATER RUNOFF TO STABLE AREAS. INSTALL PERIMETER SILT FENCE PRIOR TO CLEARING AND GRUBBING, AND INSTALL NECESSARY EROSION AND SEDIMENT CONTROL DEVICES AS WORK TAKES PLACE.

6. THE CONTRACTOR SHALL DESIGNATE THE RESPONSIBILITIES FOR IMPLEMENTING THE EROSION CONTROL PLAN TO AN ON-SITE SUPERVISOR. THE CONTRACTOR SHALL ENSURE THAT ALL WORKERS UNDERSTAND THE MAJOR PROVISIONS OF

THE EROSION AND SEDIMENT CONTROL PLAN.

7. ALL ITEMS SPECIFIED IN THE EROSION CONTROL PLAN, BUT NOT INCLUDED AS A SEPARATE PAY ITEM, SHALL BE PAID FOR

UNDER PAY ITEM 15713, "SOIL EROSION AND POLLUTION CONTROL".

8. THE CONTRACTOR SHALL APPLY TEMPORARY AND/OR PERMANENT SOIL STABILIZATION MEASURES IMMEDIATELY ON ALL

DISTURBED AREAS WHERE WORK IS DELAYED OR COMPLETED.

9. ALL STREAMBANKS SHALL BE IMMEDIATELY STABILIZED AFTER DISTURBANCE.

10. ALL EARTH STOCKPILES SHALL BE PROTECTED BY SILT FENCE OR CERTIFIED WEED-FREE STRAW WADDLES ALONG THE

PERIMETER OF THE STOCKPILE.

11. TEMPORARY EROSION CONTROL CHECK DAMS SHALL BE INSTALLED AS NECESSARY, AND SHALL REMAIN IN PLACE UNTIL

PERMANENT EROSION CONTROL MEASURES HAVE BEEN INSTALLED AND APPROVED BY THE CONTRACTING OFFICER.

12. EROSION CONTROL DEVICES SHALL BE PERIODICALLY INSPECTED DAILY OR AFTER ANY RAINFALL EVENT, TO INSURE

THAT THEY ARE IN GOOD WORK CONDITION, AND TO REMOVE ANY EXCESS BUILD UP OF SILT AND OTHER DEBRIS.

13. UPON THE COMPLETION AND ACCEPTANCE OF PERMANENT EROSION CONTROL WORK, ALL TEMPORARY EROSION

CONTROL DEVICES SHALL BE REMOVED AND DISPOSED OFF FOREST SERVICE LANDS BY THE CONTRACTOR. THIS WORK

SHALL BE INCLUDED TO THE COST TO INSTALL.

SCHEDULE OF ITEMS

REINFORCING STEEL TO BE PAID INCIDENTAL TO PAY ITEM 55201. APPROX 6,968 LB.

IF CAST IN PLACE AS SHOWN, QUANTITIES WILL VARY FOR PRECAST.

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STATION (FEET)

FR262 PROFILE

115+45115+50116+00116+50117+00117+50117+55

-5.4%

-2.3%

ST

A

5+

B

EG

IN

F

R2

EL

.3'

ST

A.

7+

E

ND

F

R2

EL

.6'

PVI STA: 116+50

PVI ELEV: 1401.92

K: 48

LVC: 145

VC

S

TA

: 1

+7

VC

E

LE

V:

.81

VC

S

TA

: 1

+2

VC

E

LE

V:

.23

PROVIDE BENCHING AND/OR SHORING AS REQUIRED

BY OSHA SPECIFICATION FOR THIS TYPE OF SOIL.

SEE SOILS REPORT IN CONTRACT PACKAGE

ATTACHEMENTS.

MATCH TO EXISTING PAVED

SURFACE

SEE C-03

FOR EXCAVATION LIMITS AND

BACKFILL DETAILS SEE C-03

NEW STRUCTURE

MULTI-PLATE SINGLE RADIUS ARCH, 5 GA.

26'-0" X 8'-7" X 73'-0"

SEE C-04

EXISTING STRUCTURE

REMOVE AND DISPOSE

FOR FOUNDATION DETAILS

SEE C-04STA 116+44.7

ELEV 1389.08

DE

PT

H:

6.

north 1401.72 top of debris 1398.29

114+84

115+00

115+50

6+

6+

7+

7+

+00

118+50

1+

1+50

2+00

2+50

3+00

3+50

4+00

FR262 CONSTRUCTION STARTS

STA: 115+67

NORTHING: 590490.14

EASTING: 1652583.81

EXISTING CROSS DRAIN

18" X 74'

SAVE AND RESET

(PAY ITEM 60705)

STOP SIGN

REPLACE

FR262 GUIDERAIL REMOVE

AND REPLCE LEFT ENDS

STA: 115+97

NORTHING: 590426.66

EASTING: 1652565.67

FR262 GUIDERAIL REMOVE

AND REPLACE RIGHT ENDS

(PAY ITEM 61707)

STA: 117+21

NORTHING: 590510.61

EASTING: 1652439.87

FR262 GUIDERAIL REMOVE

AND REPLACE RIGHT STARTS

(PAY ITEM 61707)

STA: 115+43

NORTHING: 590511.66

EASTING: 1652600.04

10 TONS WEIGHT

LIMIT SIGN

STOP SIGN

ARROW FR141

SIGN

CHEVRON SIGN

REMOVE AND RESET

FR110

SIGN

EXISTING STRUCTURE

REMOVE AND DISPOSE

(PAY ITEM 20301)

NEW STRUCTURE

SEE C-05

(PAY ITEM 60302)

STA 2+02

STREAM SIMULATION STARTS

MATCH TO EXISTING GRADE CONTROL

SEE C-02

(PAY ITEM 64801-00)

FILL IN CHANNEL WITH WOOD

AND ROCK TO OVERFLOW

CHANNEL RIVER RIGHT

(PAY ITEM 64704)

INSTALL CHANNEL RIBS

SEE STREAM SIMULATION

PROFILE AND LAYOUT

(PAY ITEM 64803)

40' DOWNSTREAM OUTLET

RECONSTRUCT GRADE CONTROL

INSTALL 1 LAYER OF R-7

(PAY ITEM 64803.2)

SEE C-02

CONSTRUCT CHANNEL BANKS

SEE C-02

(PAY ITEM 64803)

INSTALL LOG JAM TO CREATE

RIVER RIGHT BANK

(PAY ITEM 64703)

EXCAVATE SAND BAR N RIVER LEFT

(PAY ITEM 64705)

FR262 CONSTRUCTION ENDS

STA: 116+90

NORTHING: 590486.96

EASTING: 1652463.41

C1C2

FR262 GUIDERAIL REMOVE

AND REPLACE LEFT ENDS

(PAY ITEM 61707-00)

STA: 117+21

OFF: 12.91' L

NORTHING: 590486.05

EASTING: 1652428.74

0+73

1+37

1+70

2+10

2+36

2+58

2+95

3+31

3+64

1+00

1+50

2+00

2+50

3+00

3+50

4+00

1+00

1+50

2+00

2+50

3+00

3+50

4+00

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 7/2

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_2

7.D

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R9

EASTERN REGION

MUDLICK RUN

CULVERT

REPLACEMENT

ALLEGHENY NAIONAL

FOREST

BRADFORD RANGER DISTRICT

SITE PLAN

2/28/2019

C.GOMEZ

C.GOMEZ

S.BINGHAM

AOP-01 STA 116+45

FS090523_R102013_L1-002.dwg

C-01 03 09

MU

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0 20 40

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6+

6+

7+

2+67

2+00

2+50

3+00

3+50

4+00

CHEVRON SIGN

REMOVE AND RESET

FR110

SIGN

NEW STRUCTURE

SEE C-05

(PAY ITEM 60302)

STA 2+02

STREAM SIMULATION

STARTS

MATCH TO EXISTING GRADE

CONTROL

SEE C-02

(PAY ITEM 64801-00)

INSTALL CHANNEL RIBS

SEE STREAM SIMULATION PROFILE AND LAYOUT

(PAY ITEM 64803)

40' DOWNSTREAM OUTLET

RECONSTRUCT GRADE CONTROL

INSTALL 1 LAYER OF R-7

(PAY ITEM 64803.2)

SEE C-02

CONSTRUCT CHANNEL BANKS

SEE C-02

(PAY ITEM 64803)

2+58

2+95

3+31

3+64

1+00

1+50

2+00

2+50

2+00

2+50

3+00

3+50

4+00

.34

EL

EV

AT

IO

N (F

EE

T)

EL

EV

AT

IO

N (F

EE

T)

STATION (FEET)

MUDLICK RUN STRUCTURE PROFILE

1+50 2+00 2+50 3+00 3+50 4+00

-3.3%

STREAM SIMULATION FINISHED

LINE

SEE STREAM SIMULATION

PROFILE FOR FINISHED

ELEVATIONS AND GRADES

NEW STRUCTURE

SEE C0-4EXISTING STRUCTURE

REMOVE AND DISPOSE

NEW CONCRETE

FOUNDATION

SEE C-04

EXISTING GROUND

RECONSTRUCT ROAD TEMPLATE

SEE C-03

RECONSTRUCT CHANNEL TO

FINISHED GRADE

GUIDERAILS

EL

EV

AT

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N (F

EE

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STATION (FEET)

MUDLICK RUN STREAM SIMULATION PROFILE

1+50 2+00 2+50 3+00 3+50 4+00

-3.3% 0.4% -3.3%

0.1%

0.4%

-3.3%EXISTING GRADE CONTROL

INSTALL CHANNEL RIBS

SEE C- 2 FOR CHANNEL DETAILS

EXISTING GRADE CONTROL

RECONSTRUCT EXISTING GRADE

CONTROL

FINISHED STREAMBED GRADE

SEE C-2

FILL WITH STREAM SIMULATION

DESIGN MIX

ST

A:

2+

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STREAM RECONSTRUCTION LAYOUT

NOT TO SCALE

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 7/2

0 1 7:

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_2

7.D

W G;

R9

EASTERN REGION

MUDLICK RUN

CULVERT

REPLACEMENT

ALLEGHENY NAIONAL

FOREST

BRADFORD RANGER DISTRICT

STREAM

RECONSTRUCTION

LAYOUT

2/28/2019

C.GOMEZ

C.GOMEZ

S.BINGHAM

AOP-01 STA 116+45

FS090523_R102013_L1-002.dwg

C-02 04 09

Feet

0 10 20

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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. WHEN SUITABLE EXCAVATED MATERIAL IS NOT AVAILABLE, THE CONTRACTOR SHALL

SOURCE A MATERIAL MEETING THE SPECIFICATIONS FOR THE GRADATION OF THE

STREAMBED SIMULATION ROCK TABLE SHOWN IN THE DRAWINGS.

STREAM SIMULATION INSTALLATION:

1. COMPACT STRUCTURAL BACKFILL MATERIAL TO DESIGNED SUB GRADE 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 SUBGRADE 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 WEIRS 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 WEIRS AND STREAMBANK ENSURING ALL VOIDS ARE

CHOCKED WITH FINES.

8. 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.)

21'-6" 22'-6" (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-2.

(TYP. BOTH SIDES)

(PAY ITEM 64803.2)

CLUSTERS OF 2-3 PIECES OF

CHANNEL ROCK CR-2 AT

APPROXIMATELY 8 FEET SPACING.

(PAY ITEM 64803.2)

B A C

CHANNEL SPANNING RIBS COMPOSED OF SINGLE LAYER

CHANNEL ROCK CR-2, TWO PARTICLES WIDE (IN FLOW

DIRECTION), WITH SLIGHT UPSTREAM ARCH SHAPE. USE

SMALLER PARTICLES IN CHANNEL ROCK SIZE RANGE (15"-18"

PREFERRED).

(PAY ITEM 64803.1) STREAM SIMULATION

BEDDING

EXISTING GROUND /

CHANNEL

PLACE MIXTURE OF ROCK CR-2 AS

BANK LINES, IN-FILL ANNULAR

VOIDS WITH FINES

CONSTRUCT BANKS WITH CHANNEL

ROCK CR-2

STREAMBED PROFILE

ELEVATION

STREAM SIMULATION

ROCK BED CLASS 2

(PAY ITEM 64801)

FOOTINGS

RIB COMPOSED OF SINGLE LAYER OF

CHANNEL ROCK CR-2 AT STREAMBED

ELEVATION

FOOTINGS

BACKFILL EXISTING CHANNEL

WITH 2% (MIN.) SLOPE

TOWARD NEW CHANNEL

BANK CONSTRUCTION

SEE C-1 FOR LIMITS

8'-0"

BANK HEIGHT

12" (TYP.)

CONSTRUCT BANKS WITH

CHANNEL ROCK CR-2

STREAM SIMULATION

ROCK BED CLASS 10

BANK HEIGHT

12" (TYP.)

TYPICAL CULVERT CROSS SECTION

N.T.S.

4'-0"

MIN.

1'-0" (TYP.)

BANKFULL WIDTH = 22.5'

TYPICAL FOUNDATION DETAIL

SEE C-03

LIMITS OF BACKFILL

(PAY ITEM 20415)

LIMITS OF BACKFILL

(PAY ITEM 20415)

PLACED STREAMBED

CHANNEL ROCK, PLACEMENT

METHOD A

SEE STREAM SIMULATION

DESIGN MIX BELOW

PLACED STREAMBED SIMULATION ROCK

SEE STREAM SIMULATION DESIGN MIX BELOW

CONCRETE FOUNDATIONS

PROPOSED LANE ENTERPRISE STRUCTURAL PLATE ARCH OR

APPROVED EQUAL (STRUCTURAL DESIGN TO BE DETERMINED BY THE

MANUFACTURER)

PAVED SURFACE COURSE

SEE ROADWAY CROSS SECTION TYPICAL

ON SHEET C-04

CONSTRUCT

FOUNDATIONS PER

MANUFACTURER'S

RECOMMENDATIONS

MATCH TO EXISTING PAVED SURFACE

2'-0"

(TYP.)

TYPICAL STRUCTURE BACKFILL LIMITS

ROADWAY SURFACE

LEGEND:

BACKFILL

(PAY ITEM 20415)

STRUCTURE EXCAVATION

(PAY ITEM 20801)

FOUNDATION FILL

(PAY ITEM 20802)

STRUCTURAL BACKFILL

(PAY ITEM 20803)

TYPICAL EARTHWORK CROSS SECTION

N.T.S.

26'-0" X 8'-7" SINGLE ARCH STRUCTURAL PLATE ARCH 4'-0"

MIN.

6" (TYP.)

1'-6"

(MIN.)

1'-6"

(MIN.)

LIMITS OF EXCAVATION (TYP.)

(PAY ITEM 20401)

BACKFILL USING SUITABLE

EXCAVATED MATERIAL

(INCIDENTAL, EMBANKMENT

CONSTRUCTION) AS APPROVED

BY THE CO.

SEE NOTE NO.1 -

STRUCTURAL EXCAVATION

NOTES

STRUCTURAL BACKFILL HEIGHT

VARIES

FOLLOW MANUFACTURER'S

GUIDELINES ON CRITICAL

BACKFILL ZONES

TYPICAL STRUCTURE EXCAVATION LIMITS

LIMITS OF EXCAVATION REMOVAL OF EXISTING

CULVERT - PAY ITEM 20305 EXISTING STRUCTURE

REMOVE AND DISPOSE

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

MEETING THE REQUIREMENTS OF SECTION 704.

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

COMPACTED THICKNESS.

3. 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.

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

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

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

THE REQUIREMENTS FOR EMBANKMENT CONSTRUCTION.

7. 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

5/2 7/2

0 1 7:

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_2

7.D W

G;

R9

EASTERN REGION

MUDLICK RUN

CULVERT

REPLACEMENT

PROJECT

ALLEGHENY NATIONAL

FOREST

BRADFORD RANGER DISTRICT

EXCAVATION AND

STREAM SIMULATION

DETAILS

2/26/2019

C.GOMEZ

C.GOMEZ

S.BINGHAM

AOP-01 FR262 STA116+45

FS090523_R102013_L1-002.dwg

C-03 05 10

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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

(PAY ITEM 20415)

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

TYPICAL FOUNDATION DETAIL

SEE C-03

MATCH TO EXISTING

PAVED SURFACE

BEDDING MATERIAL

AS PER FP-14 SECTION 704.02

(PAY ITEM 30210)

BACKFILL WITH CLEAN

NATIVE SUITABLE

MATERIAL APPLIED IN 6"

LAYERS

TYPICAL INSTALLATION IN FILL SECTION

CROSS DRAIN

N.T.S.

NOTE:MINIMUM COVER OVER CULVERT AT

SHOULDER SHALL BE 12 INCHES BELOW

SUBGRADE FOR SURFACED AND 18 INCHES

BELOW SUBGRADE FOR UNSURFACE.

12" MIN.12" MIN.

INVERT

DISCHARGE ONTO

NATURAL GROUND

RIPRAP R-4 AS NOTED IN PLANS

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 7/2

0 1 7:

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_2

7.D W

G;

R9

EASTER REGION

UNNAMED

TRIBUTARY TO

MUDLICK RUN

CULVERT

REPLACEMENT

ALLEGHENY NATIONAL

FOREST

BRADFORD RANGER DISTRICT

ROAD, CULVERT TRENCH,

INLET AND OUTLET

PROTECTION DETAILS

2/26/2019

C.GOMEZ

C.GOMEZ

S.BINGHAM

AOP-01 FR262 STA116+45

FS090523_R102013_L1-002.dwg

C-04 06 10

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1'

2'-0" 1'-4" 2'-0" 5'-4"

3'-

#4 U-BAR

24" O.C.

12"

6"

#6 VERT

12" O.C.

4'--9"

12"

(4

4 x C

ON

T

EA

CH

F

AC

E

(5) #4 x CONT. TOP AND BOTTOM

#6 x 5' @ 12"

3" CLR

SEE DETAIL A

NOTES:

1. REINFORCEMENT STEEL IS INCIDENTAL TO PAY ITEM 55201 STRUCTURAL

CONCRETE.

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 20801.

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 20421.

FOOTING DETAIL

NTS

6"

1'-6"

LEGEND:

STRUCTURAL BACKFILL

(PAY ITEM 60302)

GEOCELL FOUNDATION

(INCIDENTAL TO PAY ITEM 20802)

GEOCELL FOUNDATION

FOLLOW MANUFACTURER'S

INSTALLATION

INSTRUCTIONS

11 2" 11 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)11 2"

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

SUBGRADE

GEOTEXTILE

GEOCELL

GRANULAR INFILL

GEOTEXTILE

GEOCELL FOUNDATION SYSTEM (TYP) DETAIL

NTS

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

GROUT KEY PER

MANUFACTURER'S

SPECIFICATIONS.

VERIFY WITH

MANUFACTURER

KEYWAY

DIMENSIONS.

5" 6" 5"

4"

DETAIL A

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

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 7/2

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EASTER REGION

MUDLICK RUN

CULVERT

REPLACEMENT

PROJECT

ALLEGHENY NATIONAL

FOREST

BRADFORD RANGER DISTRICT

STRUCTURE AND

FOUNDATION DETAILS

2/26/2019

P.LANE

C.GOMEZ

C.GOMEZ

AOP-01 FR262 STA116+45

FS090523_R102013_L1-002.dwg

C-05 07 10

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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 (PAY ITEM 64703)

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

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 7/2

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EASTER REGION

MUDLICK RUN

CULVERT

REPLACEMENT

PROJECT

ALLEGHENY NATIONAL

FOREST

BRADFORD RANGER DISTRICT

LOG JAM DETAIL

2/26/2019

C.GOMEZ

C.GOMEZ

S.BINGHAM

AOP-01 FR262 STA116+45

FS090523_R102013_L1-002.dwg

C-06 08 12

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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.

5. EXPECTED AVERAGE MONTHLY FLOWS RANGE FROM 5.0 CFS IN JUNE TO 3.4 CFS

IN SEPTEMBER. Q ₂ IS 41 CFS.

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

5/2 7/2

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7.D W

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EASTER REGION

MUDLICK RUN

CULVERT

REPLACEMENT

PROJECT

ALLEGHENY NATIONAL

FOREST

BRADFORD RANGER DISTRICT

DEWATERING METHODS

PLAN

2/26/2019

C.GOMEZ

C.GOMEZ

S.BINGHAM

AOP-01 FR262 STA116+45

FS090523_R102013_L1-002.dwg

C-07 09 10

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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

5/2 7/2

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EASTER REGION

MUDLICK RUN

CULVERT

REPLACEMENT

PROJECT

ALLEGHENY NATIONAL

FOREST

BRADFORD RANGER DISTRICT

MINIMUM REQUIREMENTS

FOR DETOUR TRAFFIC

CONTROL PLAN

2/26/2019

C.GOMEZ

C.GOMEZ

S.BINGHAM

AOP-01 FR262 STA116+45

FS090523_R102013_L1-002.dwg

C-08 10 10

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

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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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