BAILEY DRAWINGSp-Appendix_D.pdf

PDF 14 MB Posted Jul 31, 2012

Attached to: Bailey Forest Health Stewardship Project
Solicitation number: AG-9A63-S-12-0098
Issued by: Department of Agriculture Forest Service R5-Pacific Southwest Region

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Appendix D Drawings

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File	Type	Posted
Amendment_3.doc	DOC document	Aug 31, 2012
Amendment_2.doc	DOC document	Aug 23, 2012
SIGN_IN.xlsx	XLSX spreadsheet	Aug 21, 2012
BAILEY 7-12-12 Cruise File out.docx	DOCX document	Aug 20, 2012
BAILEY Stewardship APPENDIX A.docx	DOCX document	Aug 20, 2012
Amendment_1.doc	DOC document	Aug 20, 2012
BaileyStewardship_20120810_FINAL.pdf	PDF	Aug 20, 2012
Bailey Appendix_B_Tree_Measurement1.pdf	PDF	Jul 31, 2012
Map_Current_20120730.pdf	PDF	Jul 31, 2012
BAILEY Stewardship APPENDIX A.pdf	PDF	Jul 31, 2012
Appendix_D.pdf	PDF	Jul 31, 2012
APPENDIX C.pdf	PDF	Jul 31, 2012
Solicitation.pdf	PDF	Jul 31, 2012

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Billy

SIGNATURE

Billy Revised

Billy Text Box 6/18/12

07N47

06N18

06N03

07N46

07N47C

07N71Y 06N03G

06N 03C

06N18A

FR98633

06N

61606J

07N46A

61501A

06N03

07N47

06N03

RECONST

SITE

07N47C

RECONST

SITE

35 36

31 32

1814 13

53205280

51205200

4440 4400 4 3 60

4 240

6 080

5 320

49 6 0

54 80

59 60

59 20

5 1 20

5680 5640

520 0

5080 5720

59 2 0

59 60

48 00

5 200

48 00

06N45

06N98Y

06N03

06N

07N26

06N83

06N85Y

07N71Y

06N26Y

06N18

06N73

06N22

07N07Y

06N73A

07N45

06N16Y

06N31

06N10Y

07N48

07N46

07N47C

07N48B

06N22A

06N72A

06N18C

06N03F

06N62Y

06N70

07N48A

06N85YA

06N85YB

06N18A 06N31A

07N26

07N47

06N

PROJECT ROAD NUMBER SHEET NUMBER

BAILEY AREA MAP

LEGEND

BORROW / WATER SOURCE

WATER/ROCK SOURCE

_̂ ROCK SOURCE

!( WATER SOURCE

BAILEY ROADS

CONST_TYPE

DECOM

RECONST

MAINT

SYSTEM ROADS

PRIM_MAINT

HYDROLOGY

STREAM TYPE

INTERMITANT

SEASONAL

PERENNIAL

CONTOURS

40' INDEX

MAJOR

MINOR

LAND STATUS

STATUS

FOREST SERVICE

PRIVATE

0 0.5 Miles

MAINT

DIP

EXIST

LANDING

MAINT

18 CMP

MAINT

18 CMP

EXIST

LANDING

MAINT

SWALE

MAINT

18 CMP

MAINT

18 CMP

4840 4880

06N85Y

06N10Y

61511A

06N03F

06N73

06N45

06N85YA

06N98Y

06N03

06N

06N03

PROJECT ROAD NUMBER SHEET NUMBER

BAILEY 06N03

SHEET 1 OF 2

GENERAL NOTES:

MAINTAIN ROAD 06N03.

RECONSTRUCT CURVE AT DESIGNATED LOCATION. THE REMAINING

ITEMS SHOWN ARE REQUIRED WORK UNDER MAINTENANCE

0 500 Feet

LEGEND

#* CURVE WIDENING

_̂ ROCK SOURCE

d WATER SOURCE

CLEAN OUT CMPS AND CURVE WIDENING.

DISPOSE OF SLASH, STUMPS AND LOGS IN LANDINGS.

SEE DETAILCURVE WIDENING PAYMENT:

CLEARING - 201(05)

GRADING - 303(24)

CMP CLEANING - 607(01)

BEGIN

RECONST

CONST

DIP

CONST

DIP

CONST

DIP

CONST

DIP

RECONST

DIP

RECONST

DIP

MAINT

DIP

-3

MAINTAIN

48 CMP

EXIST

LANDING

MAINT

18 CMP

MAINT 36 CMP

CURVE WIDENING

BRUSH / GRADE FULL WIDTH

100 LF BOTH SIDES

OF CMP

EXIST

LANDING

MAINT

18 CMP

MAINT 48 CMP

RESTORE INLET BASIN

CURVE WIDENING

BRUSH / GRADE FULL WIDTH

100 LF BOTH SIDES

OF CMP

EOP

5800 584

06N03

06N98Y

06N

06N62Y

8 06N32

06N18C

06N31A

06N03

PROJECT ROAD NUMBER SHEET NUMBER

BAILEY 06N03

SHEET 2 OF 2

GENERAL NOTES:

CLEARING - 18' MIN CLEARING WIDTH- CHIP SLASH. DISPOSE OF STUMPS AND

LOGS IN LANDING. CLEAR LANDINGS AS NECESSARY FOR DISPOSAL..

RECONDITION ROAD TO 16' MIN WIDTH. OUTSLOPE 3% WHERE POSSIBLE.

SEE TYPS AND SPECS FOR ADDITIONAL INFORMATION.

0 500 Feet

LEGEND

#* CURVE WIDENING

_̂ ROCK SOURCE

d WATER SOURCE

CURVE WIDENING INCLUDED IN PRICE

FOR RECODITIONING OF ROADBED

CONST

EXIST LANDING

EOP

BEGIN DECOM

SEE ROAD FR98633

BEGIN

RECONST

EXIST

LANDING

NOTE:

WET AREA

MAINTAIN

24 CMP

NOTE:

WETAREA

CONST

LOG BARRICADE

AFTER HAUL

2 1

61511A

06N03

FR98633

PROJECT ROAD NUMBER SHEET NUMBER

BAILEY 06N03CGENERAL NOTES:

ROAD 06N03C- RECONSTRUCTION ROAD / CLOSE AFTER HAUL.

CLEARING - 16' MIN CLEARING WIDTH- CHIP SLASH. DISPOSE OF STUMPS AND LOGS IN

LANDING. CLEAR LANDINGS AS NECESSARY FOR DISPOSAL..

RECONDITION ROAD TO 14' MIN WIDTH. OUTSLOPE 3% WHERE POSSIBLE.

CLOSE ROAD AFTER HAUL - INSTALL LOG BARRICADE AND NON-DRIVABLE WATERBARS.

SEE TYPS AND SPECS FOR ADDITIONAL INFORMATION.

0 200 Feet

LEGEND

#* CURVE WIDENING

_̂ ROCK SOURCE

d WATER SOURCE

ROAD RECONSTRUCTION MAY

COMMENCE AFTER NOTED WET

AREAS HAVE SUFFICIANTLY

DRIED OUT.

CONST

EXIST

CONST

RECONST

DIP

RECONST

DIP

EXIST LANDING

SUBSOIL AREAS WITH

NO VEGETATION.

EOP

CONST

BARRICADE

EXIST LANDING

CONST 60 FT

4 FT DITCH ACROSS

LANDING

STA 1500 TO 2018

BRUSH TO 14 FT - LOP AND SCATTER SLASH.

RECONST TO 12 FT WIDTH.

DECOM ROAD AFTER HAUL - SUBSOIL ROAD

CONST NON-DRIVABLE WB

CAMOFLAGE ROAD - SEE TYPS.

CONST

EXIST

2066 TO 2179

NOTE

SMALL CHANNEL

DO NOT SUBSOIL

CONST

RECONST

DIP

RECONST

DIP

EXIST

LANDING

PROP LINE

CONST LOG

BARRICADE

AFTER HAUL

BEGIN DECOM

BEGIN SUBSOIL

BETWEEN WB

STA 2050 TO EOP

DECOMMISSION ROAD - NO CLEARING REQUIRED

LOGS MOVED DURING OPERATIONS SHALL BE MOVED ONTO ROAD.

MAINTAIN EXISTING NON-DRIVABLE WB - STRAW MULCH OUTLET.

SUBSOIL BETWEEN WB EXCEPT WHERE NOTED.

SEE DETAIL.

STA 0 TO 1500

RECONST ROAD TO EXISTING WIDTH

BRUSH TO 16' MIN WIDTH. CHIP SLASH.

CLOSE ROAD AFTER HAUL.

CONST NON-DRIVABLE WB.

EXIST LANDING

AFTER HAUL- SUBSOIL NON-VEGETATED AREAS.

CONST 75 FT ROCK LINED DITCH WHERE STAKED

24 TON 2' DITCH ROCK.

DITCH - SEE DETAIL6

5320 5280

06N03

06N18A

06N18

06N18A

06N03

PROJECT ROAD NUMBER SHEET NUMBER

BAILEY 06N03EGENERAL NOTES:

ROAD 06N03E- RECONSTRUCTION, CLOSE AND DECOMMISSION

AFTER HAUL. SEE DESIGN NOTES REQUIREMENTS.

SEE TYPS AND SPECS FOR ADDITIONAL INFORMATION.

LEGEND

#* CURVE WIDENING

_̂ ROCK SOURCE

d WATER SOURCE

¯0 400 Feet

2" DITCH

ROCK

EOP

CONST

WB 465

CONST

EXIST SPRING

PLACE 30 SY 8 OZ GEOTEXTILE

FABRIC WITH 24 TON 1" CRUSHED.

( DO NOT SUBSOIL )

SEE SOIL SEPARATION TYP.

EXIST LANDING

CONST 65 LF 2' BERM AT EDGE

OF LANDING ADJACENT TO CREEK.

SUBSOIL LANDING.

SEE DETAIL.

CONST BARRICADE

BEGIN ROAD RECONST

DECOM AFTER HAUL

CONST

END RECONST

BEGIN DECOM

STA 0 TO 251

ROAD MAINTENANCE

STA 1778 TO 1935

DECOM ROAD

SUBSOIL

STA 251 TO 1778

RECONST ROAD TO EXIST WIDTH.

BRUSH TO EXIST 14' WIDTH - CHIP SLASH

DECOMMISSION AFTER HAUL -

CONST NON-DRIVABLE WB, SUBSOIL ROAD

SURFACE.

STA 251 TO 666

CAMOFLAGE ROAD

SEE TYPS.

STA 553 TO 868

STRAW MULCH

WATERBAR OUTLETS

( 1 BALE EACH )

INCENDENTAL TO WB CONST

SEE DETAIL ROAD 06N03E

5560548

06N03

06N03G

06N

PROJECT ROAD NUMBER SHEET NUMBER

BAILEY 06N03GGENERAL NOTES:

ROAD 06N03G- RECONSTRUCTION AND DECOMMISSION

SEE DESIGN NOTES REQUIREMENTS.

SEE TYPS AND SPECS FOR ADDITIONAL INFORMATION.

LEGEND

#* CURVE WIDENING

_̂ ROCK SOURCE

d WATER SOURCE

¯0 200 Feet

BEGIN

RECONSTRUCTION

MAINT

DIP

CONST

DIP

RECONST

DIP

RECONST

DIP

RECONST

DIP

RECONST

DIP

CONST SWALE

PLACE 50 TON

CRUSHED 1" @ 6" DEPTH

15 FT WIDTH, 75 FT LENGTH

RECONST

DIP

RECONST

DIP

CONST

SWALE

RECONST

DIP

RECONST

DIP

RECONST

DIP

RECONST

DIP

RECONST

DIP

EXIST

LANDING

EXIST

LANDING

MAINT 24 CMP

CURVE WIDENING

BRUSH AND GRADE FULL

WIDTH. WIDEN TO 15'

OVER CMP.

MAINT

18 CMP

MAINT

18 CMP

MAINT

18 CMP

EXIST

LANDING

EXIST

LANDING

EXIST

LANDING

MAINT

18 CMP

MAINT 36 CMP

CURVE WIDENING

BRUSH AND GRADE FULL WIDTH.

PLACE 50 TON AGG BASE @ 4" DEPTH, 15 FT WIDTH,

AND 150 FT LENGTH.

EXIST

LANDING

CURVE WIDENING

WIDEN TO 19 FT FOR 150 LF

WITH 25 FT TAPERS.

06N03

06N

06N18A

61606J

06N03G.1

PROJECT ROAD NUMBER SHEET NUMBER

BAILEY 06N18GENERAL NOTES:

ROAD 06N18- RECONSTRUCT ROAD TO 14' MIN WIDTH. OUTSLOPE 3% WHERE

POSSIBLE. WIDEN AS NECESSARY TO OBTAIN MIN WIDTH - SEE TYPS.

CLEARING - MIN WIDTH 16', CHIP SLASH. DISPOSE OF LOGS AND STUMPS IN EXIST

LANDINGS. - CLEAR LANDINGS AS NECESSARY FOR DISPOSAL NEEDS.

SEE DESIGN NOTES REQUIREMENTS.

SHEET 1 OF 2

LEGEND

#* CURVE WIDENING

_̂ ROCK SOURCE

d WATER SOURCE

¯0 500 Feet

CURVE WIDENING INCLUDED IN PRICE

FOR RECONDITIONING OF ROADBED

CURVE WIDENING INCLUDED

IN PRICE FOR RECONDITIONING

OF ROADBED

CURVE WIDENING INCLUDED IN PRICE

FOR RECONDITIONING OF ROADBED

CONST

DIP

CONST SWALE

PLACE 50 TON

CRUSHED 1" @ 6" DEPTH

15 FT WIDTH, 75 FT LENGTH

RECONST

DIP

RECONST

DIP

CONST

SWALE

MAINT 18 CMP

PLACE 100 TON

AGG BASE @ 4" DEPTH,

15' WIDTH AND 300 LF LENGTH

10817

RECONST

DIP

11924

RECONST DIP

PLACE 25 TON AGG BASE

@4" DEPTH, 15' WIDTH, 75 LF.

13918

RECONST

DIP

13674

MAINT

18 CMP

11004

MAINT

18 CMP

10907

CONST 24 X 40 CMP

CURVE WIDENING - BRUSH AND

GRADE FULL WIDTH 100 LF EACH SIDE OF CMP.

PLACE 100 TON AGG BASE @ 4" DEPTH, 15 FT WIDTH 150 LF EACH SIDE OF CMP

10398

RECONST

SWALE

12323

EXIST

LANDING 13579

EXIST

LANDING

14197

EOP

WET AREA

PLACE 80 SY FABRIC

AND 50 TON CRUSHED ROCK.

@ 6" DEPTH. 15' WIDTH, 100 LF

SEE SOIL SEPARATION TYP.

PAY ITEM 301(04).

11087

EXIST

LANDING

WET AREA

PLACE 270 SY 8 OZ FABRIC

WITH 50 TON AGG BASE.

@ 4" DEPTH, 15' WIDE. 160 LF

SEE SOIL SEPARATION TYP.

PAY ITEM 301(03).

11237

MAINT 18 CMP

CLEANOUT INLET

PLACE 75 TON AGG BASE @

4" DEPTH, 15' WIDTH,

100 LF EACH SIDE CMP

CURVE WIDENING

WIDEN TO 19 FT FOR 150 LF

WITH 25 FT TAPERS.

06N18A

06N45

06N18

06N18A

PROJECT ROAD NUMBER SHEET NUMBER

BAILEY 06N18

SHEET 2 OF 2

GENERAL NOTES:

ROAD 06N18- RECONSTRUCT ROAD TO 14' MIN WIDTH. OUTSLOPE 3% WHERE

POSSIBLE. WIDEN AS NECESSARY TO OBTAIN MIN WIDTH - SEE TYPS.

CLEARING - MIN WIDTH 16', CHIP SLASH. DISPOSE OF LOGS AND STUMPS IN EXIST

LANDINGS. - CLEAR LANDINGS AS NECESSARY FOR DISPOSAL NEEDS.

SEE DESIGN NOTES REQUIREMENTS.

LEGEND

#* CURVE WIDENING

_̂ ROCK SOURCE

d WATER SOURCE

¯0 500 Feet

CURVE WIDENING INCLUDED IN PRICE

CONST

WB 206

CONST

WB 567

CONST

WB 702

CONST

WB 858

CONST

EXIST

LANDING

BEGIN RECONST

EXIST

LANDING

EOP

MAINT 18 CMP

CURVE WIDENING

BRUSH / GRADE FULL WIDTH

100 LF BOTH SIDES OF CMP.

WIDEN ROAD 2 FT OUTSIDE EDGE

OVER CMP FOR 60 LF EACH SIDE.

CONST LOG

BARRICADE

WHERE STAKED

06N18A

06N18

06N18A

PROJECT ROAD NUMBER SHEET NUMBER

BAILEY 06N18AGENERAL NOTES:

ROAD 06N18A- RECONSTRUCTION / CLOSE AFTER HAUL.

CLEARING - 16' MIN CLEARING WIDTH- CHIP SLASH. DISPOSE OF STUMPS AND LOGS IN

LANDING. CLEAR LANDINGS AS NECESSARY FOR DISPOSAL..

RECONDITION ROAD TO 14' MIN WIDTH. OUTSLOPE 3% WHERE POSSIBLE.

CLOSE ROAD AFTER HAUL - INSTALL LOG BARRICADE AND NON-DRIVABLE WATERBARS.

SEE TYPS AND SPECS FOR ADDITIONAL INFORMATION.

LEGEND

#* CURVE WIDENING

_̂ ROCK SOURCE

d WATER SOURCE

0 100 Feet

CURVE WIDENING INCLUDED IN PRICE

FOR RECONDITIONING OF ROADBED.

CONST DIP

PLACE 3 CY CLASS II

RIPRAP AT OUTLET

CONST DIP

PLACE 2 CY CLASS II

RIPRAP AT OUTLET

CONST DIP

PLACE 2 CY CLASS II

RIPRAP AT OUTLET

CONST DIP

W / 30 FT LOD

PLACE 2 CY CLASS II

RIPRAP AT OUTLET

END DITCH RT

CONST DIP

W / 30 FT LOD

PLACE 2 CY CLASS II

RIPRAP AT OUTLET

CONST DIP

PLACE 2 CY CLASS II

RIPRAP AT OUTLET

CONST LOG

BARRICADE

EXIST

LANDING

EXIST

LANDING

EOP

MAINT 24 CMP

PLACE 50 TON

CRUSHED 1" @ 4" DEPTH,

14 FT WIDTH 100 LF EACH

SIDE OF CMP.

BEGIN CONST 465 LF 4' ROCKED DITCH RIGHT.

PLACE 50 TON 2"DITCH ROCK

SLOPE ROAD TO DITCH.

SEE 4' ROCK LINED DITCH TYP.

STA 900 TO 1850

PLACE 550 TONS AGG BASE

@ 14' WIDTH, 4 " DEPTH AND

950 LF LENGTH.

STRAW MULCH AND SEED DISTURBED AREAS.

WORK INCIDENTAL TO RECONDITIONING

OF ROADBED.

SEE SEEDING TYP.

STA 1424 TO 2000

PLACE EROSION CONTROL MAT

OUTSIDE SLOPE - 4 LF WIDE BY

600 LF LENGTH ( 267 SY ). SEED INCIDENTAL

TO EROSION MAT.

SEE TYP.

07N46

06N75

07N46

07N47

07N 46A

07N46.1

PROJECT ROAD NUMBER SHEET NUMBER

BAILEY 07N46GENERAL NOTES:

ROAD 07N46- RECONSTRUCTION

CLEARING - 16' MIN CLEARING WIDTH- CHIP SLASH. DISPOSE OF STUMPS AND LOGS IN

LANDING. CLEAR LANDINGS AS NECESSARY FOR DISPOSAL..

RECONDITION ROAD TO 14' MIN WIDTH. OUTSLOPE 3% WHERE POSSIBLE..

SEE TYPS AND SPECS FOR ADDITIONAL INFORMATION.

LEGEND

#* CURVE WIDENING

_̂ ROCK SOURCE

d WATER SOURCE

0 200

EXIST

LANDING

EOP

REMOVE AND DISPOSE 18 CMP

INSTALL 24 X 30 CMP

W / INLET BASIN

PLACE 24 TON AGG BASE @ 4" DEPTH,

14' WIDTH AND 100 FT LENGTH

07N4607 N4

0 100 Feet

GENERAL NOTES:

RECONSTRUCT ROAD TO 14 FT MIN WIDTH. CLEAR TO 16'

MIN WIDTH. CHIP SLASH.

PROJECT ROAD NUMBER SHEET NUMBER

BAILEY 07N46A 15

BEGIN AGG BASE

120 TON 4" DEPTH

@ 15' WIDTH

CONST

DIP

CONST

DIP

CONST

DIP

CONST

DIP

CONST

DIP

CONST

DIP W/ 40'

LOD

CONST

DIP

CONST

DIP

CONST

DIP

CONST DIP

END AGG BASE

CURVE WIDENING

WIDEN RD TO 15'

FOR 100 LF WITH

25' TAPERS - GET

MATERIAL FROM

ROADWAY

BEGIN

RECONST

DIP

RECONST

DIP

RECONST

DIP

CONST

SWALE

CONST

SWALE

MAINT 18 CMP

CONST 249 LF 4' ROCKED

LINED DITCH RIGHT

24 TON 2" DITCH

ROCK-SEE TYPS.

EXIST

LANDING

EXIST

LANDING

MAINTAIN

36 CMP

MAINT 18 CMP

CONST 175 LF

3' DITCH RT

DRAIN

LOW POINT

CONST

DIP

CONST

DIP

CONST DIP

BEGIN AGG BASE

100 TON 4" DEPTH

@ 15' WIDTH

CONST

DIP

RECONST

DIP

EXIST

LANDING

MAINTAIN

18 CMP

MAINTAIN

18 CMP

END 4' DITCH RT.

END AGG BASE

STA 1375 TO 1700

RESHAPE EXISTING DITCH LEFT AND

FILL WTH 50 TON 2" DITCH ROCK.

06N 4507N46

PROJECT ROAD NUMBER SHEET NUMBER

BAILEY 07N47

SHEET 1 OF 2

GENERAL NOTES:

CLEARING - 18' MIN CLEARING WIDTH- CHIP SLASH. DISPOSE OF STUMPS AND

LOGS IN LANDING. CLEAR LANDINGS AS NECESSARY FOR DISPOSAL..

RECONDITION ROAD TO 14' MIN WIDTH. OUTSLOPE 3% WHERE POSSIBLE.

SEE TYPS AND SPECS FOR ADDITIONAL INFORMATION.

0 500 Feet

LEGEND

#* CURVE WIDENING

_̂ ROCK SOURCE

d WATER SOURCE

BEGIN AGG BASE

120 TON 4" DEPTH

@ 15' WIDTH

CONST

DIP

CONST DIP

END AGG BASE

CONST

DIP

CONST

DIP

CONST

DIP

CONST

DIP 9563

CONST

DIP

CURVE WIDENING

WIDEN RD TO 15'

FOR 100 LF WITH

25' TAPERS - GET

MATERIAL FROM

ROADWAY

11225

CONST

DIP

CONST

SWALE

CONST

SWALE

MAINT

DIP

MAINT

DIP

10023

RECONST

DIP

10648

RECONST

DIP

10959

RECONST

DIP

11603

RECONST

DIP

12105

RECONST

DIP

12630

RECONST

DIP

EXIST

LANDING

12232

MAINTAIN

DIP

MAINT

SWALE

MAINT

SWALE

MAINT 18 CMP

CONST 175 LF

3' DITCH RT

MAINT

18 CMP

11292

MAINT 24 CMP

WIDEN CURVE- BRUSH

AND GRADE FULL WIDTH

100 LF EACH SIDE OF

CMP.

11896

RECONST

DIP

EXIST LANDING

PUSH LOG DECK

15' BACK

REMOVE EXIST CMP

INSTALL 36 X 45 CMP

CURVE WIDENING

20' WIDTH OVER CMP

BRUSH / GRADE FULL

WIDTH FOR 100 LF

EACH SIDE

11641

EXIST

LANDING

MAINTAIN

18 CMP

END DITCH RT

MAINTAIN

18 CMP

12496

MAINT 36 CMP

CURVE WIDENING

BRUSH / GRADE

FULL WIDTH 100 LF

EACH SIDE OF CMP

12660

EOP

5 480

06N45

07N47C

PROJECT ROAD NUMBER SHEET NUMBER

BAILEY 07N47

SHEET 2 OF 2

GENERAL NOTES:

CLEARING - 18' MIN CLEARING WIDTH- CHIP SLASH. DISPOSE OF STUMPS AND

LOGS IN LANDING. CLEAR LANDINGS AS NECESSARY FOR DISPOSAL..

RECONDITION ROAD TO 14' MIN WIDTH. OUTSLOPE 3% WHERE POSSIBLE.

SEE TYPS AND SPECS FOR ADDITIONAL INFORMATION.

0 500 Feet

LEGEND

#* CURVE WIDENING

_̂ ROCK SOURCE

d WATER SOURCE

CURVE WIDENING INCLUDED IN PRICE

FOR RECONDITIONING OF ROADBED

CURVE WIDENING INCLUDED IN PRICE

FOR RECONDITIONING OF ROADBED

CURVE WIDENING INCLUDED IN PRICE

FOR RECONDITIONING OF ROADBED

CURVE WIDENING INCLUDED IN PRICE

CONST DIP

PLACE 25 TON

AGG BASE

CONST

24 X 40 CMP

W / INLET BASIN

30 DEGREE SKEW

EXIST

LANDING

EXIST

LANDING

EXIST

LANDING

EOP

MAINT

36 CMP

MAINT 24 CMP

SEE DETAIL

ROAD

MAINTENANCE

PP441

07N47C

PROJECT ROAD NUMBER SHEET NUMBER

BAILEY 07N47CGENERAL NOTES:

ROAD 07N47C- RECONSTRUCTION

CLEAR AS NECESSARY FOR WORK- CHIP SLASH. DISPOSE OF STUMPS AND LOGS IN

LANDING. CLEAR LANDINGS AS NECESSARY FOR DISPOSAL..

SEE TYPS AND SPECS FOR ADDITIONAL INFORMATION.

LEGEND

#* CURVE WIDENING

_̂ ROCK SOURCE

d WATER SOURCE

0 400 Feet

CURVE WIDEN PAID FOR BY

THE FOLLOWING PAY ITEMS:

CLEARING - 201(05)

EXCAVATION - 204(50)

CMP MAINT - 607(01)

40 CY BORROW

DIP

CONST

DIP

686 - CONST SWALE

PLACE 5 TON CRUSHED 1"

END AB1058

CONST SWALE

PLACE 5 TON CRUSHED 1".

EXIST LANDING

EOP

EXIST

LANDING

MAINTAIN

18 CMP

MAINT

18 CMP

EXIST

METAL GATE

176 - CONST 160 LF

CONST 3' DITCH LT WITH LOD.

PLACE 72 TON AGG BASE

@ 4" DEPTH. 15 FT WIDTH,

200 LF

837 - CONST 150 LF

3' DITCH LT WITH LOD.

WIDEN ROAD TO OBTAIN

14 FT LANE WIDTH.

END DITCH LT

CONST 35' LOD

STA 695 TO 1045

PLACE 120 TONS AGG BASE

@ 4"DEPTH, 14' WIDTH, 350 LF.

MAINTAIN AS

REQUIRED FOR

HAUL AND POST HAUL.

END DITCH

00 512

07N47

FR8080

07N71YA

06N03

07N71Y.1

07N71Y 61511B

PROJECT ROAD NUMBER SHEET NUMBER

BAILEY 07N71YGENERAL NOTES:

ROAD 07N71Y- RECONSTRUCTION

CLEARING - 20' MIN CLEARING WIDTH- CHIP SLASH. DISPOSE OF STUMPS AND LOGS IN

LANDING. CLEAR LANDINGS AS NECESSARY FOR DISPOSAL..

RECONDITION ROAD TO 16' MIN WIDTH. OUTSLOPE 3% WHERE POSSIBLE..

SEE TYPS AND SPECS FOR ADDITIONAL INFORMATION.

LEGEND

#* CURVE WIDENING

_̂ ROCK SOURCE

d WATER SOURCE

0 500

EOP

0 TO 102

CAMOUFLAGE

ROADWAY - USE LOGS,

ROCKS, SLASH FROM 07N47

ROADWAY.

07N47

0 100 Feet

GENERAL NOTES:

DECOMMISSION ROAD - CAMOUFLAGE ROAD. DO NOT WIDEN ROAD. MINIMIZE

DISTURBANCE OF EXIST VEGETATION.

PROJECT ROAD NUMBER SHEET NUMBER

BAILEY 061501A 20

REMOVE AND DISPOSE OF

EXIST 36 X 40 CM CMP.

REMOVE FILL (~60 CY).

USE EXCAVTED MATERIAL IN BERM CONST

IN LANDING AT STA 952 ROAD 06N03G

SEE DETAIL.

CONST LOG

BARRICADE

STA 221

EOP

LANDING

STA 952

CAMOFLAGE

FIRST 100 LF

OF ROAD WAY

BEGIN

SUBSOILING

STA 80 TO 149

PROTECT EXIST

VEGETATION

NO WORK

06N 03G

61606J

PROJECT ROAD NUMBER SHEET NUMBER

BAILEY 61606JGENERAL NOTES:

ROAD 61606J- DECOMMISSION ROAD

SEE DESIGN NOTES REQUIREMENTS.

SEE TYPS AND SPECS FOR ADDITIONAL INFORMATION.

LEGEND

#* CURVE WIDENING

_̂ ROCK SOURCE

d WATER SOURCE

¯0 40 Feet

III

PLACE 100 CY (MAX)

FROM FILL REMOVAL

STRAW AND SEED

CONST

EXIST

LOG

REMOVE AND DISPOSE

OF EXIST 24 X 50 CMP.

REMOVE FILL (~200CY)

ROCK LINE CHANNEL

10 CY CLASS II RIPRAP.

SEE TYPS.

PLACE 100 CY (MAX)

FROM FILL REMOVAL

STRAW AND SEED371

EXIST

LOG

EXIST

LOG

REMOVE AND DISPOSE

OF EXIST 18X40 CMP.

REMOVE FILL (~60CY)

ROCK LINE CHANNEL

8 CY CLASS II RIPRAP

SEE TYPS.

SUBSOIL

LANDING

EOP

PLACE 60 CY

FROM FILL REMOVAL

STRAW AND SEED

BEGIN

DECOM

STA 0 TO 290

CAMOFLAGE ROAD

SEE TYPS.

FR98633

06N

PROJECT ROAD NUMBER SHEET NUMBER

BAILEY FR98633GENERAL NOTES:

ROAD FR98633- DECOMMISSION

CLEAR ONLY AS NECESSARY TO REMOVE CULVERTS.

SUBSOIL ROAD AND LANDINGS. INSTALL NON-DRIVABLE WATERBARS.

CAMOFLAGE FIRST 200 LF OF ROAD.

SEE TYPS AND SPECS FOR ADDITIONAL INFORMATION.

ROAD DECOMMISSIONING MAY

COMMENCE AFTER NOTED WET

AREAS ON ROAD 06N03C HAVE

SUFFICIANTLY DRIED OUT.

0 200

RD DRAWINGS.pdf

File details come from the government source that posted it. Updated Nov 14, 2017.