Attach 3.1 FR262-MUD-CORN_Final_20200629_signed.pdf

125+25

125+50

125+75

126+00

126+25

126+50

126+75

570.59

570.59

N6° 50' 43.84"E

N6° 50' 43.84"E

FOREST LOCATION

VICINITY MAP

SHEET OF

United States Department of Agriculture

Forest Service

01 06

TRAVEL DIRECTIONS:

FROM WARREN, PA POST OFFICE (210 W 3rd Ave, Warren, PA 16365): 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

RECOMMENDED BY:

APPROVED:

FOREST ENGINEER

DISTRICT RANGER DATE

DATE

Forest Supervisor DATE

DATE

DATE

5/2 2/2

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INDEX OF SHEETS

SHEET SHEET TITLE DATE

G-01 COVERSHEET

G-02 SUMMARY OF QUANTITIES AND GENERAL NOTES

C-01 ROAD LAYOUT, PROFILE AND SUPERELEVATION

C-02 ROAD LAYOUT, PROFILE AND SUPERELEVATION CONT'D

C-3 ROAD AND CLEARING DETAILS

C-4 CULVERT INSTALLATION DETAILS

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.PROJECT LOCATION

PENNSYLVANIA

MCKEAN COUNTY

(R09) EASTERN REGION

ALLEGHENY NATIONAL FOREST

BRADFORD RANGER DISTRICT

FOREST ROAD 262 CROSS DRAIN REPLACEMENT

AND REPAVING

STATION POINT TABLE

POINT #

NORTHING

590496.79

590507.52

590520.87

590536.65

590554.65

590574.59

590596.19

590619.14

590643.11

590667.75

590692.71

590717.63

590742.17

590766.58

590790.98

590815.39

590839.80

590864.20

590888.61

590913.02

EASTING

1652441.07

1652418.50

1652397.38

1652378.02

1652360.68

1652345.63

1652333.07

1652323.20

1652316.15

1652312.02

1652310.87

1652312.73

1652317.42

1652322.84

1652328.26

1652333.67

1652339.09

1652344.50

1652349.92

1652355.34

ELEVATION

1400.42

1399.77

1399.24

1398.79

1398.45

1398.22

1398.06

1397.91

1397.76

1397.63

1397.48

1397.17

1396.61

1395.83

1394.83

1393.64

1392.39

1391.14

1389.90

1388.65

DESCRIPTION

117+00

117+25

117+50

117+75

118+00

118+25

118+50

118+75

119+00

119+25

119+50

119+75

120+00

120+25

120+50

120+75

121+00

121+25

121+50

121+75

STATION POINT TABLE

POINT #

NORTHING

590937.42

590961.83

590986.23

591010.65

591035.11

591059.63

591084.21

591108.84

591133.51

591158.23

591182.99

591207.78

591232.59

591257.41

591282.22

591307.03

591331.84

591356.66

591381.47

591406.28

EASTING

1652360.75

1652366.17

1652371.58

1652376.97

1652382.11

1652386.98

1652391.56

1652395.87

1652399.90

1652403.64

1652407.11

1652410.29

1652413.35

1652416.41

1652419.46

1652422.52

1652425.58

1652428.64

1652431.69

1652434.75

ELEVATION

1387.41

1386.23

1385.15

1384.18

1383.31

1382.52

1381.77

1381.02

1380.27

1379.51

1378.69

1377.83

1376.91

1375.95

1374.96

1373.98

1373.00

1372.03

1371.13

1370.30

DESCRIPTION

122+00

122+25

122+50

122+75

123+00

123+25

123+50

123+75

124+00

124+25

124+50

124+75

125+00

125+25

125+50

125+75

126+00

126+25

126+50

126+75

STATION POINT TABLE

POINT #

NORTHING

591431.09

591455.91

591480.72

591505.53

591530.34

591555.16

591579.97

591604.78

591629.59

EASTING

1652437.81

1652440.86

1652443.92

1652446.98

1652450.04

1652453.09

1652456.15

1652459.21

1652462.26

ELEVATION

1369.55

1368.86

1368.25

1367.70

1367.23

1366.89

1366.37

1366.23

1366.06

DESCRIPTION

127+00

127+25

127+50

127+75

128+00

128+25

128+50

128+75

129+00

CULVERT REPLACEMENT

STATION SIZE, IN LENGTH, FT ROAD DISTURBANCE, FT EXCAVATION, CY

118+27 18 56 26 128

120+06 18 43 16 42

126+31 18 45 20 68

GENERAL NOTES:

1. THE WORK SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR CONSTRUCTION OF

ROADS AND BRIDGES ON FEDERAL HIGHWAY PROJECTS (FP 14 - US CUSTOMARY UNITS) AS MODIFIED

FOR THIS CONTRACT.

2. PRIOR TO ANY EARTH DISTURBING ACTIVITIES, CONTRACTOR SHALL CALL THE PENNSYLVANIA ONE CALL SYSTEM (800-242-1776) AND ALL OIL & GAS OPERATORS IN THE WORK AREA TO DETERMINE LOCATIONS

OF ANY UNDERGROUND UTILITY LINES.

3. ALL ROAD WORK WILL BE COMPLETED <DATES>, UNLESS OTHERWISE APPROVED.

4. ALL CONSTRUCTION EQUIPMENT SHALL BE CLEANED AND POWER WASHED AND FREE OF DIRT & DEBRIS

PRIOR TO ENTRY ON NATIONAL FOREST.

5. CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE OF ALL FOREST SERVICE ROADS OVER WHICH

COMMERCIAL STONE MATERIAL IS HAULED. ROADS SHALL BE BLADED OR SHAPED TO RESTORE TRAVEL

WAY TO THE CONDITION FOUND PRIOR TO HAUL.

6. CONTRACTOR SHALL FURNISH, ERECT AND MAINTAIN THE MINIMUM BARRICADES AND WARNING SIGNS IDENTIFIED IN THE FOREST SERVICE SUPPLEMENTAL SPECIFICATIONS (FSSS) UNTIL FINAL INSPECTION AND ACCEPTANCE, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. SIGNS SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). CONTRACTOR SHALL INSTALL “ROAD CONSTRUCTION AHEAD” SIGNS ON ALL ROADS IN THIS PROJECT AREA, RECREATION AREA ENTRANCES AND AT ATV TRAIL CROSSINGS. CONTRACTOR'S SIGN PLAN MUST BE APPROVED BY FOREST SERVICE

PRIOR TO WORK. SIGNS WILL BE COVERED ON WEEKENDS, HOLIDAYS AND ANY DAYS WHEN

CONTRACTOR IS NOT WORKING.

7. CONTRACTOR IS RESPONSIBLE FOR THE SAFETY OF THE CONTRACTOR'S EMPLOYEES INCLUDING SUBCONTRACTORS EMPLOYEES, GOVERNMENT EMPLOYEES ASSOCIATED WITH THE PROJECT, AND ANY VISITORS TO THE SITE BOTH GOVERNMENT AND PRIVATE. THE CONTRACTOR SHALL SUBMIT A PROJECT SAFETY PLAN TO THE CONTRACTING OFFICER FOR REVIEW PRIOR TO COMMENCEMENT OF WORK. THE PROJECT SAFETY PLAN SHALL COMPLY WITH THE APPROPRIATE PENNSYLVANIA OSHA AND FEDERAL

OSHA RULES AND REGULATIONS AND MUST INCLUDE A MEDICAL EVACUATION AND EMERGENCY

COMMUNICATIONS PLAN.

8. ROADS SHALL BE COMPLETED IN SUCH A MANNER THAT WATER SHALL NOT POND ON ROADBED OR IN

DITCH LINES.

9. ALL REMOVED CORRUGATED METAL PIPE CULVERTS SHALL BE HAULED OFF FEDERAL LANDS AND BECOME THE PROPERTY OF THE CONTRACTOR, UNLESS OTHERWISE INDICATED FOR SALVAGE. STEEL PIPE CASINGS SHALL BE RETURNED TO THE SHEFFIELD COMPOUND (4850 ROUTE 6, EAST SHEFFIELD, PA

16347) UNLESS OTHERWISE DIRECTED BY THE ENGINEER.

10.CONTOURING, TOPSOIL RE-SPREADING, SEEDING AND MULCHING OF DISTURBED AREAS AS

DETERMINED BY THE FOREST SERVICE IS REQUIRED.

11.THE CONTRACTOR MAY USE EXCESS EXCAVATION IF THE MATERIAL MEETS THE REQUIREMENTS OF THE APPLICABLE STANDARD AND SUPPLEMENTAL SPECIFICATIONS. ANY EXCESS AND UNSUITABLE

EXCAVATION SHALL BE REMOVED FROM SITE. CONFIRM WITH CO FOR DISPOSAL AREA. REMOVAL IS

INCIDENTAL TO 20801.

12.WHEN REPLACING CULVERTS IN LIVE STREAMS, CONTRACTOR SHALL INSTALL SILT FENCE AND STRAW BALES AT APPROACHES TO LIVE STREAM CROSSINGS TO ELIMINATE SEDIMENT IN THE STREAM COURSE.

WHEN CULVERTS ARE LOCATED ON HIGH QUALITY AND EXCEPTIONAL VALUE STREAMS, CONTRACTOR SHALL INSTALL COMPOST FILTER SOCKS. ANY SEDIMENT COLLECTED WILL BE REMOVED AND GROUND WILL BE STABILIZED WITH SEED AND MULCH. DEWATERING PUMPS WILL BE USED TO REDIRECT WATER OUT OF THE STREAM COURSE AT THE TIME OF STREAM CROSSING INSTALLATION. SILT FENCE AND

STRAW BALES WILL BE REMOVED ONLY AFTER VEGETATION IS CLEARLY RE-ESTABLISHED AS

DETERMINED BY THE ENGINEER.

13.PERFORM ROADSIDE (LIGHT) BRUSHING, 12' FROM SHOULDERS TO A MINIMUM HEIGHT OF 14'. REMOVE

ANY EXISTING BLOWDOWN AND BRUSH TO OUTSIDE OF CLEARING LIMITS.

14.VEGETATION CUT DOWN DURING ROADSIDE BRUSHING WILL BE PULLED BEYOND THE CLEARING LIMITS AND THE TOE OF ANY ROADWAY TEMPLATE CONSTRUCTION. MIXING OF SOIL AND CUT VEGETATION SHALL BE AVOIDED. ALL MATERIAL WILL BE SCATTERED AND LOPPED WITHIN 3' OF THE GROUND.

15.ON ROADS CLOSED TO PUBLIC TRAFFIC, AGGREGATE MAY BE STOCKPILED FOR CULVERT

REPLACEMENT ON THE EXISTING ROAD SURFACE TO ASSURE MAXIMUM UTILIZATION OF THE MATERIAL AND ELIMINATE DISTURBANCE OF EXISTING VEGETATED AREAS. STOCKPILING WILL BE LIMITED TO A PERIOD NOT TO EXCEED 10 DAYS. STOCKPILES WILL BE PLACED SUCH THAT ADMINISTRATIVE TRAFFIC CAN STILL USE THE ROAD. IN THE CASE THAT THE ROAD BASE IS SATURATED, TO INSURE MATERIAL INTEGRITY, AGGREGATE SHALL NOT BE STOCKPILED ON THE ROAD SURFACE. STAGING AREAS SHALL BE

APPROVED BY THE CO.

16.IN ANY LOCATION WHERE AGGREGATE IS STOCKPILED FOR FUTURE USE, STOCKPILES SHALL HAVE

PROPER E&S CONTROLS.

17.MINIMUM DEPTH OF 4" AND STOCKPILED AS DIRECTED BY THE CO. EXPOSED SOIL SHALL RECEIVE 2"-3"

OF TOPSOIL TO THE EXTENT ALLOWED BY EVEN DISTRIBUTION OF THE STOCKPILE.

18.CONTRACTOR SHALL INSTALL SILT FENCE AND STRAW BALES AT LIVE STREAM CROSSINGS TO ELIMINATE SEDIMENT IN THE STREAM COURSE. ANY SEDIMENT COLLECTED WILL BE REMOVED AND STABILIZED WITH SEED AND MULCH. LOCATIONS OF SILT FENCE AND SEDIMENT BASINS SHALL BE APPROVED BY THE CO. REFER TO SUPPLEMENT SPECIFICATION IN 157. THIS WILL BE CONSIDERED

INCIDENTAL TO PAY ITEM 602.

19.INSTALL EROSION CONTROL MAT WITHIN 48 HOURS AFTER SEEDING. SEE SPECIFICATION 629.

20. AN EROSION AND SEDIMENT CONTROL PLAN COMPLYING TO THE PENNSYLVANIA DEPARTMENT OF

ENVIRONMENTAL PROTECTION SHALL BE SUBMITTED TO THE CO 14 DAYS PRIOR TO COMENCING ANY

WORK.

21. SHOULD ARCHEOLOGICAL OR PALENTOLOGICAL REMAINS OR SPECIMENS BE DISCOVERED, SUSPEND

OPERATIONS AT THE DISCOVERY SITE AND NOTIFY THE CO.

22. SUBMIT TRAFFIC CONTROL PLAN TO THE CO FOR APPROVAL 30 DAYS PRIOR TO COMMENCING WORK.

FR262 LINE AND CURVE TABLE

NUMBER

C75

L148

C73

C14

C13

L149

L146

L145

L81

L11

STATION

PC 114+65.9

PI 115+40.8

PT 116+08.1

114+52.2

PC 116+08.7

PI 117+25.1

PT 118+20.4

PC 130+39.1

PI 132+68.7

PT 134+93.1

PC 123+14.0

PI 123+91.3

PT 124+68.5

116+08.1

120+07.9

118+20.4

124+68.5

124+68.5

NORTHING

590538.0

590548.1

590478.9

591766.5

591047.7

590478.9

590748.7

590569.5

591199.9

591199.9

EASTING

1652658.8

1652668.1

1652532.7

1652477.3

1652383.4

1652533.3

1652317.7

1652351.7

1652409.2

1652409.2

RADIUS

183.90

204.86

1248.00

1595.43

DELTA

44-19-26

59-12-35

20-50-44

5-32-50

TANGENT

LENGTH

142.26

13.67

211.70

454.05

154.46

0.62

306.17

0.04

570.59

570.59

BEARING

S64° 48' 27.55"W

S42° 38' 44.78"W

N63° 25' 32.14"W

N17° 16' 05.84"E

N9° 37' 08.64"E

S86° 58' 10.31"W

N12° 23' 33.44"E

N33° 49' 14.59"W

N6° 50' 43.84"E

N6° 50' 43.84"E

*NOTE: QUANTITIES ARE FROM COMPUTER CALCULATIONS (VERIFY IN PLACE)

DESCRIPTION OF WORK:

WORK INCLUDES, BUT IS NOT LIMITED TO: MOBILIZATION, CLEARING, BRUSHING, EXCAVATION, REMOVAL, DISPOSAL AND REPLACEMENT OF CULVERTS. DRAINAGE DITCH EXCAVATION, REMOVAL, DISPOSAL AND PLACEMENT OF NEW ASPHALT PAVEMENT, AGGREGATE BASE AND SUB-BASE AGGREGATE COURSE, AND TURF ESTABLISHMENT. GUARD RAILS SHALL BE REMOVED, RESET AND REPLACED WHERE INDICATED BY THE CONTRACTING OFFICER (CO).

INSTALL UNDERDRAIN SYSTEM ALONG THE ROAD AND INSTALLING PAVEMENT MARKINGS. MATERIAL SHALL BE STOCKPILED AT A SITE AS DESIGNATED BY THE CO.

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 2/2

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G-02

SUMMARY OF QUANTITIES AND GENERAL NOTES

401-07-FR262-11700_12900

J.COOK

C.GOMEZ

C.GOMEZ

401-07-FR262-11700_129002020/03/10

BRADFORD RANGER DISTRICT

ALLEGHENY

NATIONAL FOREST

FOREST ROAD 262

CROSS DRAIN

REPLACEMENT

AND REPAVING

EASTERN REGION

R09

SUMMARY OF QUANTITIES

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115+00

115+50

116+00

116+50

117+00

117+50

118+00

8+

9+

9+

0+

0+

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1+

2+

2+

3+

3+

4+

4+

5+

5+

6+

6+

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CM

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ASPHALT SURFACE BEGINS

STA: 117+00.00

NORTHING: 590494.21

EASTING: 1652443.47

L81

L145

L146

L148

L1

C13

C73

C74

C7 5 13

.75

EDGE OF PAVEMENT

DITCH LINE

GUARD RAIL

FR262 CENTERLINE

EL

EV

AT

IO

N (F

EE

T)

EL

EV

AT

IO

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EE

T)

STATION (FEET)

FR262 PROFILE

117+00 117+50 118+00 118+50 119+00 119+50 120+00 120+50 121+00 121+50 122+00 122+50 123+00

VC

S

TA

: 1

+4

3.0

VC

E

LE

V:

.58

VC

S

TA

: 1

+6

7.6

VC

E

LE

V:

.10

PVI STA: 120+05.37

PVI ELEV: 1397.20

K: 28.44

LVC: 124.63

VC

S

TA

: 1

+3

0.5

VC

E

LE

V:

.25

PVI STA: 117+56.68

PVI ELEV: 1398.69

K: 56.49

LVC: 147.69

VC

S

TA

: 1

+9

5.3

VC

E

LE

V:

.74

PVI STA: 122+61.47

PVI ELEV: 1384.44

K: 66.11

LVC: 132.32

-0.60%

-4.98%

FR

2 C L S

TA

: 1

+9

2.0

FR

2 C L S

TA

: 1

+1

2.5

EXISTING GROUND

CENTERLINE OF FINISHED PAVED SURFACE

*UNDER DRAIN SYSTEM NOT SHOWN FOR

CLARITY. SEE UNDERDRAIN DETAIL.

DITCH LEFT DITCH LEFT

DITCH RIGHT

Superelevation

0.00%

1.00%

2.00%

3.00%

4.00%

0.00%

-1.00%

-2.00%

-3.00%

-4.00%

0.00%

1.00%

2.00%

3.00%

4.00%

0.00%

-1.00%

-2.00%

-3.00%

-4.00%

122+57.37'

122+57.37'

E N

C

122+91.37'

122+91.37'

L C

117+00.00'

117+00.00'

118+00.00'

118+00.00'

119+00.00'

119+00.00'

120+00.00'

120+00.00'

121+00.00'

121+00.00'

122+00.00'

122+00.00'

123+00.00'

123+00.00'

Runout

Runout

Runoff

Runoff

Tangent

Tangent

Tangent

Tangent

Curve

Curve

Curve

Curve

Feet

0 40 80

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 2/2

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C-01

ROAD LAYOUT, PROFILE AND SUPERELEVATION

401-07-FR262-11700_12900

J.COOK

C.GOMEZ

C.GOMEZ

401-07-FR262-11700_129002020/03/10

BRADFORD RANGER DISTRICT

ALLEGHENY

NATIONAL FOREST

FOREST ROAD 262

CROSS DRAIN

REPLACEMENT

AND REPAVING

EASTERN REGION

R09

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ASPHALT PAVEMENT ENDS

STA: 128+00.00

NORTHING: 591529.07

EASTING: 1652448.76

L81 L146

C13

.75

EDGE OF PAVEMENT

DITCH LINE

GUARD RAIL

FR262 CENTERLINE

EL

EV

AT

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N

(F

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EL

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AT

IO

N (F

EE

T)

STATION (FEET)

FR262 PROFILE

123+00 123+50 124+00 124+50 125+00 125+50 126+00 126+50 127+00 127+50 128+00 128+50 129+00

-3.92%

-2.98% VC

S

TA

: 1

+0

4.1

VC

E

LE

V:

.19

VC

S

TA

: 1

+2

2.5

VC

E

LE

V:

.10

PVI STA: 124+63.35

PVI ELEV: 1378.43

K: 125.51

LVC: 118.34

VC

S

TA

: 1

+2

7.6

VC

E

LE

V:

.47

PVI STA: 122+61.47

PVI ELEV: 1384.44

K: 66.11

LVC: 132.32

VC

S

TA

: 1

+0

9.8

VC

E

LE

V:

.68

PVI STA: 127+93.92

PVI ELEV: 1365.45

K: 87.78

LVC: 368.21

EXISTING GROUND

CENTERLINE OF FINISHED PAVED SURFACE

*UNDER DRAIN SYSTEM NOT SHOWN FOR

CLARITY. SEE UNDERDRAIN DETAIL.

DITCH LEFT

Superelevation

0.00%

1.00%

2.00%

3.00%

4.00%

0.00%

-1.00%

-2.00%

-3.00%

-4.00%

0.00%

1.00%

2.00%

3.00%

4.00%

0.00%

-1.00%

-2.00%

-3.00%

-4.00%

123+25.37'

123+25.37'

B F

S

123+25.37'

123+25.37'

R C

124+57.17'

124+57.17'

E F

S

124+57.17'

124+57.17'

R C

124+91.17'

124+91.17'

L C

125+25.17'

125+25.17'

B N

C

123+00.00'

123+00.00'

124+00.00'

124+00.00'

125+00.00'

125+00.00'

126+00.00'

126+00.00'

127+00.00'

127+00.00'

128+00.00'

128+00.00'

129+00.00'

129+00.00'

Runoff

Runoff

Runout

Runout

Runoff

Runoff

Tangent

Tangent

Tangent

Tangent

Curve

Curve.15

Curve

Curve.15

FR

2 C L S

TA

: 1

+1

5.3

Feet

0 40 80

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 2/2

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C-02

ROAD LAYOUT, PROFILE AND SUPERELEVATION, CONT'D

401-07-FR262-11700_12900

J.COOK

C.GOMEZ

C.GOMEZ

401-07-FR262-11700_129002020/03/10

BRADFORD RANGER DISTRICT

ALLEGHENY

NATIONAL FOREST

FOREST ROAD 262

CROSS DRAIN

REPLACEMENT

AND REPAVING

EASTERN REGION

R09

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1.5:1 2:1

CL

EA

RI

NG

LIM

IT

2% SLOPE

NATURAL

GROUND

4'-0" MIN.

CL

EA

RI

NG

LIM

IT

CL

1.5:1

2% SLOPE

COMPACTED

NATIVE FILL

OR SELECT BORROW

DITCH ONLY WHERE INDICATED

ON THE ROAD PROFILES OR

IDENTIFIED BY THE CO.

(PAY ITEM 20424)

4'-0" MIN.13'-0"

2'-0" TYP. 11'-0"

TRAVEL LANE

11'-0"

TRAVEL LANE 2'-0" TYP.

13'-0"

1'- 0"

M

IN

LEAVE SHRUBS

CLEARING LIMITS

4'

CLEARING AREA DETAIL (PAY ITEM 20101)

NO SCALE

4'-0"

VARIES

ROADBED

4'-0"

CUT LIMBS AT TRUNK

FILL SLOPE

DRAINAGE DITCH

BACKSLOPE

NOTES:

1. MAINTAIN EXISTING ROAD SLOPE UNLESS OTHERWISE NOTED.

2. ALL SLOPES 1 1/2:1 AND FLATTER AND ALL AREAS DISTURBED BY

OPERATIONS NOT WITHIN THE SCOPE OF THE CONTRACT SHALL BE

FERTILIZED AND MULCHED; ALL 1:1 SLOPES SHALL BE FERTILIZED

IN ACCORDANCE WITH SECTION 625.

3. REMOVE ALL TREES NECESSARY AS IDENTIFIED BY CO.

TYPICAL TWO-LANE 2% CROWNED PAVED ROAD SECTION*

NO SCALE

R30.00' CULVERT AS INDICATED

ON PLAN VIEW

ROAD CENTERLINE

INTERSECTION DETAIL

NO SCALE

EXISTING ROAD

EDGE OF ROAD

REFER TO PENNDOT STANDARD SPEC 408 SECTION 620 FOR GUIDERAIL AND ASPHALT REQUIREMENTS

DETAIL A (TYP.)

N.T.S

5'- 3"

(T

YP

2'- 4"

(T

YP

.) 1'- 3"

(T

YP

2'-0"

(TYP.)

STEEL POST; W6X8.5,

SET AT 12'-6" O.C.

W-BEAM

OFFSET BLOCK

EDGE OF ASPHALT

SEE DETAIL A

6" THICK AGGREGATE

BASE GRADING C FROM

FSSS TABLE 703-2

(PAY ITEM 30202)

3.5" THICK ASPHALT

BINDER COURSE

(PAY ITEM 40304.1)

RECONSTRUCT SHOULDER TO

EXISTING WIDTH (TYP.)

(PAY ITEM 30113 )

COMPACTED SUBGRADE

12" THICK SUB-BASE PLACED IN

TWO 6" COMPACTED LAYERS

SUBBASE GRADIND A FROM

FSSS TABLE 703-2

ALL THE WAY TO SHOULDER

(PAY ITEM 30205)

1.5" THICK ASPHALT

WEARING COURSE

(PAY ITEM 40304.2)

* REFER TO SUPERELEVATION VIEWS FOR CROSS SLOPE LENGTHS.

DETAIL C

12" LAP

VA

RI

ES

2"

W W/2

UNDERDRAIN DIA (D)

GRANULAR BACKFILL

MATERIAL FOR UNDERDRAIN

ENCAPSULATED WITH

GEOTEXTILE, CLASS 2, TYPE C

DETAIL B

SEE DETAIL B

TRAVELED LANE

SHOULDER

DITCH

4'- 2"

FIRST LAYER SUBBASE

AGGREGATE

BASE AGGREGATE

PAVED SURFACE

W

*ADJUST DEPTH TO MEET DEPTH CONDITIONS

NOTES:

1. UNDERDRAIN MAY BE PLACED AT LOCATIONS OTHER THAN SPECIFICALLY

SHOWN ON THE DRAWINGS, AS DIRECTED BY THE ENGINEER, OR AS

STAKED ON THE GROUND.

2. WHEN BLIND DRAIN IS SHOWN ON THE DRAWINGS, THE REQUIRED C.M.P.

LENGTH SHALL BE 10% OF THE INSTALLED BLIND DRAIN LENGTH.

3. MINIMUM SLOPE ALONG ROAD PROFILE 0.5%.

4. INSTALL OUTLET SYSTEM EVERY 300 FEET.

TRENCH WIDTH

DIAMETER (D) MINIMUM DEPTH (D)

6" 15"

SCREEN

SEE DETAIL C

C.M.P. OR P.M.P.

TIE SCREEN TO PIPE

WITH 10 GAGE GALV.

WIRE.

INSTALL SCREEN ON INLET & OUTLET AT

ALL C.M.P. INSTALLATIONS.

1/2" MESH, 19 GAGE GALVANIZED

HARDWARE CLOTH, 12" X 12". CUT

SCREEN ON DASHED LINES.

FILL SLOPE

UNDERDRAIN OUTLET SYSTEM

UNDERDRAIN SYSTEM (PAY ITEM 60501)

NO SCALE

REMOVE AND RESET (PAY ITEM 61707)

REPLACE WHERE DAMAGE, TO BE

IDENTIFIED BY CO (PAY ITEM 61705)

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 2/2

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C-03

ROAD AND CLEARING DETAILS

401-07-FR262-11700_12900

J.COOK

C.GOMEZ

C.GOMEZ

401-07-FR262-11700_129002020/03/10

BRADFORD RANGER DISTRICT

ALLEGHENY

NATIONAL FOREST

FOREST ROAD 262

CROSS DRAIN

REPLACEMENT

AND REPAVING

EASTERN REGION

R09

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6" C.M.P. -2% MINIMUM SLOPE

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FILL MATERIAL

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1 1 /2:1

1 1/2:1

TOP OF SUBGRADE

BOTTOM OF CATCH BASIN

DITCH DIKE

NATURAL GROUND

NORMAL CUT SLOPE

CATCH BASIN SLOPE AS STAKED

DITCH DIKE

2:1 SLOPE OR AS STAKED

4' MIN OR

AS STAKED

1 FT.

6 IN.

A

B

A

TOP OF CUT SLOPE

ROAD SHOULDER

TRANSITION 25 FT.

OR AS STAKED

TRANSITION 25 FT.

OR AS STAKED

DITCH BLOCK SPECIFIED IN WORKLIST ON DWG OR AS STAKED BY CO

NORMAL DITCHLINE

B

CATCH BASIN WITH DITCH BLOCK TYPICAL SECTION PLAN (PAY ITEM 20424)

NO SCALE

SECTION A-A

NO SCALE

SECTION B-B

NO SCALE

DITCH BLOCK DETAILS

SECTION E-E

DIRECTION OF FLOW

E

E

FILL SLOPES AS SHOWN ON TYPICAL OR STAKED

PROTECT WITH EROSION CONTROL MATS ON

DISTURBANCES 3 FEET OR OVER

(PAY ITEM 62901)

CULVERT TO MEET

NATURAL GROUND LINE

ORIGINAL GROUND LINE

(SEE OUTLET DITCH

NOTES) WHERE GRADE

PERMITS

2 D OR 4' MIN.

NORMAL BACKSLOPE

ORIGINAL GROUND LINE

NOTE: EXCAVATION FOR WARPING OF SLOPE IS

INCLUDED UNDER ROADWAY EXCAVATION

BACKSLOPE IN TAPER SECTION TO

BE SAME AS SLOPE ON EACH SIDE

DITCH SLOPE TO FLOW LINE OF CULVERT

TO BE SAME AS NORMAL DITCH SLOPE

MINIMUM COVER 1 FOOT

PAINT EXTERIOR OF

LAST 5' OF CULVERT

TOE OF FILLTOE OF FILL

TOP OF CUT

TRANSITION AS STAKED TRANSITION AS STAKED

TOP OF CUT

AS SHOWN ON TYPICAL SECTION

DITCH LINEDITCH LINE

CMP

TAPER INLET BASIN TO MEET NORMAL DITCH SECTION

±25' UPGRADE OR AS STAKED. CONSTRUCT DIKE IN

DITCH LINE ON DOWNSTREAM SIDE OF INLET BASIN

WHEN NEEDED OR LEAVE THE DITCH UNCUT FOR 25'

BELOW CULVERT.

DITCH BOTTOM

2 D OR 4' MIN.

TYPICAL CULVERT INSTALLATION (PAY ITEM 60201)

NO SCALE

ROUND PIPES

ROCK FOUNDATION

DIAMETER "D"

UP TO 24"

24" TO 72"

72" TO 108"

"F"

12" MIN.

1/2 "D" MIN.

36" MIN.

GENERAL NOTES

CAMBER: PIPES SHALL BE CAMBERED AS NECESSARY TO COMP-ENSATE FOR ANY ANTICIPATED SETTLEMENT IN THE FOUNDATION OR BED. NORMALLY, CAMBER IS 1% OF THE PIPE LENGTH BUT NOT TO EXCEED 3/4 DIAMETER OF THE PIPE. CAMBER SHALL BE ON A PARABOLIC CURVE, WITH NO POINT ALONG THE INVERT BEING

HIGHER THAN THE INVERT AT THE INLET.

FILL: A MINIMUM OF 1'0" OF COVER WILL BE REQUIRED OVER GALVANIZED STEEL PIPE. A MINIMUM FLOW GRADE OF 2% WILL BE USED IN ANY INSTALLATION, PREFERRED FLOW GRADE OF 8% WILL BE USED WHERE POSSIBLE.

TREATMENT OF DAMAGED SPELTER: THE DAMAGED OR CORROD-ED ENDS OF EXISTING METAL PIPE TO BE EXTENDED SHALL BE REMOVED. IF THE DAMAGED END IS FLAME CUT, THE BURNED SPELTER ON THE GALVANIZED PIPE SHALL BE WIRE BRUSHED TO CLEAN METAL, AND THE AREA SHALL BE PAINTED WITH TWO COATS OF

PAINT, HIGH IN ZINC CONTENT, FOR REPAIR OF THE GALVANIZED SURFACES.

YIELDING FOUNDATION

D

D

12" MIN. 12" MIN.

0.1D. MIN.

MI

N.

2'

(D + 4') MIN.

TYPICAL BEDDING DETAIL

D

D

12" MIN.

0.1D. MIN.

D

12" MIN. 12" MIN.

HALF-INCH PER FOOT OF FILL ABOVE

TOP OF PIPE, 12" MIN. OR 3/4 D MAX.

F

D D

SIX-INCH COMPACTED

LAYERS TO DENSITY

CALLED FOR IN THE

SPECIFICATIONS

BEDDING SHALL BE SUITABLE

MATERIAL, UNIFORMLY COMPACTED,

AND SHAPED TO FIT THE BOTTOM OF

THE PIPE.

TRENCHING

TYPICAL BACKFILL DETAIL

1 D OR 12'

MAXIMUM

NOTES

EXCAVATION AND BACKFILL PAID AS

DESCRIBED IN FP-14 SECTION 209.

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 2/2

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C-04

CULVERT INSTALLATIONDETAILS

401-07-FR262-11700_12900

J.COOK

C.GOMEZ

C.GOMEZ

401-07-FR262-11700_129002020/03/10

BRADFORD RANGER DISTRICT

ALLEGHENY

NATIONAL FOREST

FOREST ROAD 262

CROSS DRAIN

REPLACEMENT

AND REPAVING

EASTERN REGION

R09

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