PROJECT LOCATION

VICINITY MAP

TRAVEL DIRECTIONS:

SHEET OF

United States Department of Agriculture

Forest Service

001

INDEX OF SHEETS

SHEET SHEET TITLE DATE

X-01 COVER SHEET

G-01 PROJECT MAP

G-02 GENERAL NOTES

G-03 MATERIAL AND QUANTITIES

G-04 MATERIAL AND QUANTITIES

G-05 MATERIAL AND QUANTITIES

G-06 WORK LIST

C-01 DRAINAGE CONSTRUCTION

C-02 CMP TABLES

C-03 CMP BANDS

C-04 ROAD SURFACING

C-05 ROCK-ARMORED CROSSING

C-06 ROLLING DIP AND WATERBAR DETAIL

C-07 DITCH AND SWALE DETAIL

C-08 EROSION CONTROL

015

FROM THE AMADOR RANGER DISTRICT OFFICE, TURN RIGHT ONTO

STATE HIGHWAY 88 E. TRAVEL APPROXIMATELY 19 MILES TO BEAR

RIVER ROAD. PROJECT AREA BOUNDED BY HWY 88 ON THE NORTH,

MOKELUMNE WILDERNESS ON THE EAST, SALT SPRINGS ROAD

(08N50) ON THE SOUTH AND PANTHER CREEK ROAD (08N05) ON THE

WEST.

RECOMMENDED BY:

APPROVED:

FOREST ENGINEER

DISTRICT RANGER DATE

FOREST SUPERVISOR

DATE

DATE

DATE

DATE

12/10

/18 14

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INGS

\FS_

COVE

R.DW

G;

CULVERT REPLACEMENT AND

MAINTENANCE

CALIFORNIA

AMADOR

ELDORADO NATIONAL FOREST

PACIFIC SOUTHWEST

AMADOR DISTRICT OFFICE

26820 SILVER DRIVE

PIONEER, CA 95666

M o k e l umneM o k e l umneW i l d e rnessW i l d e rness

08N18B

08N93

08N5

0D

08N20A

08N50J

08N42D

08N75C

09N24

09N2

5F

08N1

6FA

08N50F

08N5

0N

08N50E

08N42F

08N50A

08N21A

08N50G

08N50K

08N29C

08N0

9A

08N81

08N33B

09N17V

08N09B

09N24B

08N7

1B

08N68B

08N9708N

05G

08N2

0F

08N29B

08N79

08N51

08N2

1B

08N44D

08N72C

08N84B

08N1

4F

08N77

08N3

8E

08N0

3B

09N17Z

08N0

1A

08N06A

09N17M

08N38A

08N75B

09N17L 08N03H

09N1

4

08N92A

07N0

3A

09N17E

09N25D

08N7

0B

08N1

0A

08N1

8A

08N0

8A

08N8

3B

08N05A

08N44B

09N24A

09N40B

08N6

5

08N03FS

08N16F

07N02F

08N35A

08N3

5C

08N14D

08N27

08N32A

08N30C

08N03C

08N1

6E

09N17P

08N15A

08N35B

08N07A

09N17R

07N0

4A

08N2

6C

08N03A

08N8

4A

08N3

3A

08N29E08

N30B

08N02A

09N17T

08N5

0P

08N2

5K08N26B

08N21E

08N25B

08N7

0A

09N25E

08N0

5J

08N75AW

08N65B

08N65A

08N33C

08N3

8B

08N82

08N3

1A

08N1

6B

08N8

3A

08N0

3FW

08N66A

08N12

09N25B

09N17F

08N83C

07N04

08N2

0H

08N05K

08N14A

09N7

6B 09N14H

08N20C

09N7

8A

08N25D

09N17G

08N65

08N75A

09N96

08N25G

09N17MS

08N22

08N03D

08N24A

09N76C

07N01

08N08

08N30A

08N16D

08N07

08N17

08N2

0J

09N8

2

08N5

0

08N45

08N14B

08N5

2A

09N25G

08N03J

08N24

08N68A

08N13

08N66

08N25A

07N0508

N20

08N28B

08N42C

08N37A

09N25A

08N25CA

08N14H

08N19B

09N41

08N83

08N14G

08N16A

08N31B

08N50C

08N23C

08N1

508N34 08N02

09N76

08N4

0

08N52

08N09

08N39

08N1

9

08N10

08N25C

08N21

08N1608N16C

AMA-245

08N05B

08N84

07N02

08N92

08N68

09N40

08N33

08N30

08N35

08N23A

AMA-

246

09N84

08N31

08N44

08N06

08N03F

08N3608N7508N14

09N13

08N28

08N23

08N38

08N80

08N26

07N03

08N11

08N23B

08N70

08N18

09N77

08N32

08N37

08N71

08N72

AMA-244

08N03

08N42

08N29

09N25

08N25

09N17CA-88

08N05

12

3

4

5 6

7

89

1011 12

13

14

15

16

17

18

19

20

21 22

2324

2526

27

28

29

30

31

32

33 34

35 3638

39

40

41

424344

45

46

47

48

49 5051

52

53

54

55

56

57

58

59

60

61

62

63

0 1.5 30.75Miles

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of AgricultureForest Service

12/10

/18 15

:13 R

ESPI

NOZA

02 D:\T

RANS

PORT

ATIO

N\PO

WERF

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CULV

ERTI

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NTS\D

RAWI

NGS\C

ULVE

RTIMP

ROVE

MENT

TYPIC

ALS.D

WG;

R5PACIFIC SOUTHWEST

CULVERTRECONSTRUCTIONAND MAINTENANCE

ELDORADO NATIONALFOREST

AMADOR RANGER DISTRICT

PROJECT MAP

FS090523_R102013_L1-002.dwg

R.ESPINOZA

R.ESPINOZA

X.XXX002

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of AgricultureForest Service

12/10

/18 14

:35 R

ESPI

NOZA

02 D

:\TRA

NSPO

RTAT

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RTIM

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\CUL

VERT

IMPR

OVEM

ENTT

YPIC

ALS.

DWG;

R5PACIFIC SOUTHWEST

CULVERTREPLACEMENT AND

MAINTENANCE

ELDORADO NATIONALFOREST

AMADOR RANGER DISTRICT

GENERAL NOTES

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R.ESPINOZA

R.ESPINOZA

X.XXX

G-02

15003

GENERAL NOTES

ABBREVIATIONS

*Not all abbreviations may apply to project*

C.M.P. = Corrugated Pipe

C.M.P.A. = Corrugated Metal Pipe Arch

DI = Drop Inlet

IB = Inlet Basin

CB = Catch Basin

AC = Asphalt Concrete

AB = Aggregate road base

C.Y. = Cubic yard

L.F. = Linear Foot

EXIST = Existing feature

EOP = End of Project

CONST = Construct or install feature

RECONST = Reconstruct existing feature

MAINT = Maintain existing feature

WB = Waterbar

MEIOC - Maintain existing inslope/outslope configuration

RR = RIPRAP - Class II

TS = Tree and stump removal

- If preceded by a number - indicates number of trees. Typically within 100 lf of station.

- If only TS displayed , DBH = 11" to 23" DBH tree

- If followed by a 'M' = 24" to 36" DBH tree to be removed

- If followed by a 'L' = Over 36" DBH tree

- If only TS displayed , DBH = 11" to 23" DBH tree

· Locations of work to be done will be staked on the ground by the Government prior to

implementation. Contractor shall provide 2 week notice prior to start of operations to ensure

timeliness of staking.

· Culvert lengths are approximate. Contractor shall verify necessary lengths prior to ordering.

· Existing culverts that are to be replaced shall be removed from government land at Contractor's

expense. Unless otherwise shown in the Schedule of Items, disposal is incidental to other Pay Items.

· Fill slopes are 1 1/2:1, back slopes are 1:1, unless otherwise SHOWN ON THE DRAWINGS.

· Suitable material removed from construction operations may be incorporated into culvert backfill.

· Unsuitable material shall be sidecast from the roadbed but not within 150 LF of any drainage.

· Commercial rock sources shall be obtained from an approved source, certified weed free and

certified to contain no more than 0.25% asbestos to be in compliance with California Health and

Safety Code Sections 93105 and 93106.

Rock Source include: Teichert Aggregates, George Reed, or other approved site.

· Rock source submittals are required. Weight tickets for material from commercial sources are

required for payment. Weight tickets shall specify which road the rock products were delivered to.

Failure to comply may lead to a delay in payment for rock and associated work.

· Forest Service will designate borrow sites as needed.

· Riprap, with advanced written approval, may be collected on site as long as it meets size

requirements. Units for riprap are in cubic yards (CY) and will be measured in place for payment.

· Contractor is responsible for resurfacing existing surfaced roads after replacement of culverts.

· Contractor is responsible for placing construction signs on roads when operating equipment on this

project. Signs shall be in accordance with the latest version of Manual on Uniform Traffic Control

Devices (MUTCD).

· Any resource sensitive areas to avoid will be flagged by Government prior to implementation. Other

areas may require consultation with Specialists.

· An Erosion Control Plan will need to be submitted prior to start of work.

NOTES AND LEGEND

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of AgricultureForest Service

12/10

/18 14

:35 R

ESPI

NOZA

02 D

:\TRA

NSPO

RTAT

ION\

POW

ERFI

RE\C

ULVE

RTIM

PROV

EMEN

TS\D

RAW

INGS

\CUL

VERT

IMPR

OVEM

ENTT

YPIC

ALS.

DWG;

R5PACIFIC SOUTHWEST

CULVERTRECONSTRUCTIONAND MAINTENANCE

ELDORADO NATIONALFOREST

AMADOR RANGER DISTRICT

MATERIALS ANDQUANTITIES

10/30/2018

FS090523_R102013_L1-002.dwg

R.ESPINOZA

R.ESPINOZA

X.XXX

G-03

15004

SPECIFICATION DATA RD_NO 08N03D 08N03FW 08N08 08N10 08N11 08N14 08N14H 08N15 08N16 08N18B 08N19

Sub Total

SPEC. NO. ITEM DESCRIPTION UNITS QTY QTY QTY QTY QTY QTY QTY QTY QTY QTY QTY

151-1 Mobilization - Applies to Project LS 1 1

157-13 Soil Erosion and Pollution Control LS 1 1

203-3 Removal and Disposal of Culverts Each 2 1 2 1 1 10 3 1 6 1 1 29

204-5 Drainage Excavation, Type Inlet Basin Each 1 1 2

204-9 Drainage Excavation, Type Rocked Swale - IncludesRiprap(Class II) and Screened Aggregate (Grade N). Each 1 1 2

204-10 Drainage Excavation, Type Rock Armored Crossing - IncludesRiprap Each 1 1

204-11 Drainage Excavation, Type Rolling Dip Each 1 1

251-1 Placed Riprap, Class II CY 5 12 6 15 6 2 46

301-1 Aggregate Base, Gradation B, Compaction Method D Ton 168 18 120 306

301-2 Crushed Aggregate - 2"- 4"+ Crushed Rock Ton 12 12

406-1 Asphalt Pavement Patching -Overlay - Includes Site Prep andTack. SY 545 448 993

602-2 24-Inch Corrugated Metal Pipe, 0.064-Inch thk FE, Method B.Includes De-Watering If Necessary. LF 80 40 210 180 40 240 790

602-3 30-Inch Corrugated MetalPipe, 0.064-Inch Thk FE, Method B.Includes De-Watering If Necessary. LF 60 60

602-4 36-Inch Corrugated Metal Pipe, 0.064-Inch Thk FE, Method B.Includes De-Watering If Necessary. LF 40 40

602-642-Inch Equivalent Diameter Corrugated Metal Arch Pipe,0.079-Inch Thk FE, Method B. Includes De-Watering IfNecessary.

LF 40 40

602-7 48-Inch Corrugated Metal Pipe, 0.064-Inch Thk FE, Method B.Includes De-Watering If Necessary. LF 40 70 80 190

602-966-Inch Equivalent Diameter Corrugated Metal Arch Pipe,0.079-Inch Thk FE, Method B. Includes De-Watering IfNecessary.

LF 40 40

602-11 Metal End Section for 66-Inch Diameter Equivalent Arch Pipe Each 1 1

607-1 Repair Existing Culvert Each 1 1

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of AgricultureForest Service

12/10

/18 14

:35 R

ESPI

NOZA

02 D

:\TRA

NSPO

RTAT

ION\

POW

ERFI

RE\C

ULVE

RTIM

PROV

EMEN

TS\D

RAW

INGS

\CUL

VERT

IMPR

OVEM

ENTT

YPIC

ALS.

DWG;

R5PACIFIC SOUTHWEST

CULVERTRECONSTRUCTIONAND MAINTENANCE

ELDORADO NATIONALFOREST

AMADOR RANGER DISTRICT

MATERIALS ANDQUANTITIES

10/30/2018

FS090523_R102013_L1-002.dwg

R.ESPINOZA

R.ESPINOZA

X.XXX

G-04

10005

SPECIFICATION DATA RD_NO 08N20C 08N20J 08N21 08N22 08N25A 08N28 08N29E 08N30 08N36 08N39 08N40

Sub TotalSPEC. NO. ITEM DESCRIPTION UNITS QTY QTY QTY QTY QTY QTY QTY QTY QTY QTY QTY

151-1 Mobilization - Applies to Project LS 1 1

157-13 Soil Erosion and Pollution Control LS 1 1

203-3 Removal and Disposal of Culverts Each 2 4 3 1 2 2 1 2 1 1 2 21

204-4 Drainage Excavation, Type Catch Basin Each 1 1

204-10 Drainage Excavation, Type RockArmored Crossing - Includes Riprap Each 3 1 1 5

251-1 Placed Riprap, Class II CY 5 12 10 6 33

301-1 Aggregate Base, Gradation B,Compaction Method D Ton 48 48 36 132

406-1 Asphalt Pavement Patching -Overlay -Includes Site Prep and Tack. SY 124 124

602-224-Inch Corrugated Metal Pipe,0.064-Inch thk FE, Method B. IncludesDe-Watering If Necessary.

LF 70 30 90 30 40 70 40 80 450

602-330-Inch Corrugated Metal Pipe,0.064-Inch Thk FE, Method B. IncludesDe-Watering If Necessary.

LF 40 40

602-542-Inch Corrugated Metal Pipe,0.064-Inch Thk FE, Method B. IncludesDe-Watering If Necessary.

LF 60 60

602-748-Inch Corrugated Metal Pipe,0.064-Inch Thk FE, Method B. IncludesDe-Watering If Necessary.

LF 50 50

602-12 Mitered End Section for 24-Inch Pipe Each 1 1

607-1 Repair Existing Culvert Each 1 1

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of AgricultureForest Service

12/10

/18 14

:35 R

ESPI

NOZA

02 D

:\TRA

NSPO

RTAT

ION\

POW

ERFI

RE\C

ULVE

RTIM

PROV

EMEN

TS\D

RAW

INGS

\CUL

VERT

IMPR

OVEM

ENTT

YPIC

ALS.

DWG;

R5PACIFIC SOUTHWEST

CULVERTRECONSTRUCTIONAND MAINTENANCE

ELDORADO NATIONALFOREST

AMADOR RANGER DISTRICT

MATERIALS ANDQUANTITIES

10/30/2018

FS090523_R102013_L1-002.dwg

R.ESPINOZA

R.ESPINOZA

X.XXX

G-05

10006

SPECIFICATION DATA RD_NO 08N50 08N50B 08N52 08N83 Non System

Sub TotalSPEC. NO. ITEM DESCRIPTION UNITS QTY QTY QTY QTY QTY QTY QTY QTY QTY QTY QTY

151-1 Mobilization - Applies to Project LS 1 1

157-13 Soil Erosion and Pollution Control LS 1 1

203-3 Removal and Disposal of Culverts Each 7 3 1 1 12

203-4 Removal and Disposal of Culverts.Includes Channel Restoration Work 1 1

251-1 Placed Riprap, Class II CY 8 11 19

301-1 Aggregate Base, Gradation B,Compaction Method D Ton 120 36 24 180

406-1 Asphalt Pavement Patching -Overlay -Includes Site Prep and Tack. SY 250 250

602-224-Inch Corrugated Metal Pipe,0.064-Inch thk FE, Method B. IncludesDe-Watering If Necessary.

LF 250 100 350

602-8

48-Inch Equivalent DiameterCorrugated Metal Arch Pipe,0.064-Inch Thk FE, Method B. IncludesDe-Watering If Necessary.

LF 50 50

602-10

78-Inch Equivalent Diameter ArchCorrugated Metal Arch Pipe,0.079-Inch Thk FE, Method B. IncludesDe-Watering If Necessary.

LF 40 40

602-11 Metal End Section for 78-InchDiameter Equivalent Arch Pipe Each 1 1

619-1 Earth and Log Barricade Each 1 1

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of AgricultureForest Service

12/10

/18 15

:13 R

ESPI

NOZA

02 D

:\TRA

NSPO

RTAT

ION\

POW

ERFI

RE\C

ULVE

RTIM

PROV

EMEN

TS\D

RAW

INGS

\CUL

VERT

IMPR

OVEM

ENTT

YPIC

ALS.

DWG;

R5PACIFIC SOUTHWEST

CULVERTREPLACEMENT AND

MAINTENANCE

ELDORADO NATIONALFOREST

AMADOR RANGER DISTRICT

WORK LIST

10/30/2018

FS090523_R102013_L1-002.dwg

R.ESPINOZA

R.ESPINOZA

X.XXX

G-06

015007

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of AgricultureForest Service

12/10

/18 14

:35 R

ESPI

NOZA

02 D

:\TRA

NSPO

RTAT

ION\

POW

ERFI

RE\C

ULVE

RTIM

PROV

EMEN

TS\D

RAW

INGS

\CUL

VERT

IMPR

OVEM

ENTT

YPIC

ALS.

DWG;

R5PACIFIC SOUTHWEST

CULVERTREPLACEMENT AND

MAINTENANCE

ELDORADO NATIONALFOREST

AMADOR RANGER DISTRICT

DRAINAGECONSTRUCTION

10/30/2018

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R.ESPINOZA

R.ESPINOZA

X.XXX

C-01

15008

OUTLET DITCH

METAL PIPE BACKFILLING PIPE

5%

GR

AD

E M

INIM

UM

1V:1.5H

NOTE: MINIMUM COVER OVER CULVERT AT SHOULDER

SHALL BE 12 INCHES BELOW SUBGRADE FOR SURFACED

AND 18 INCHES BELOW SUBGRADE FOR UNSURFACED.

ROAD SURFACE

ORIGINAL

GROUND OR

STREAM BED

DO NOT RAISE OUTLET ABOVE

ORIGINAL GROUND OR STREAM BED.

INSTALL ENERGY DISSIPATOR OR

OUTLET DTICH WHEN SPECIFIED.

NOTE: BOTTOM WIDTH MAY VARY WHEN CATCH

BASIN IS CONSTRUCTED IN NATURAL DRAINAGE

NOTES:

· DITCH AND BERM SHALL BE SEEDED

· MATERIAL SHALL BE DEPOSITED UNIFORMILY ON BOTH SIDES OF DITCH

DITCH GRADE = CULVERT GRADE +1%

CULVERT

ROAD SURFACE

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of AgricultureForest Service

12/10

/18 14

:35 R

ESPI

NOZA

02 D

:\TRA

NSPO

RTAT

ION\

POW

ERFI

RE\C

ULVE

RTIM

PROV

EMEN

TS\D

RAW

INGS

\CUL

VERT

IMPR

OVEM

ENTT

YPIC

ALS.

DWG;

R5PACIFIC SOUTHWEST

CULVERTREPLACEMENT AND

MAINTENANCE

ELDORADO NATIONALFOREST

AMADOR RANGER DISTRICT

CMP TABLES

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X.XXX

C-02

15009

FILL HEIGHT & INCH (mm) SHEET THICKNESS TABLES

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of AgricultureForest Service

12/10

/18 14

:35 R

ESPI

NOZA

02 D

:\TRA

NSPO

RTAT

ION\

POW

ERFI

RE\C

ULVE

RTIM

PROV

EMEN

TS\D

RAW

INGS

\CUL

VERT

IMPR

OVEM

ENTT

YPIC

ALS.

DWG;

R5PACIFIC SOUTHWEST

CULVERTREPLACEMENT AND

MAINTENANCE

ELDORADO NATIONALFOREST

AMADOR RANGER DISTRICT

CMP BANDS

10/30/2018

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R.ESPINOZA

R.ESPINOZA

X.XXX

C-03

15010

TYPE B

TYPE A

TYPE D

TYPE C

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of AgricultureForest Service

12/10

/18 15

:13 R

ESPI

NOZA

02 D

:\TRA

NSPO

RTAT

ION\

POW

ERFI

RE\C

ULVE

RTIM

PROV

EMEN

TS\D

RAW

INGS

\CUL

VERT

IMPR

OVEM

ENTT

YPIC

ALS.

DWG;

R5PACIFIC SOUTHWEST

CULVERT REPLACEMENT AND

MAINTENANCE

ELDORADO NATIONAL FOREST

AMADOR RANGER DISTRICT

ROAD SURFACING

10/30/2018

FS090523_R102013_L1-002.dwg

R.ESPINOZA

R.ESPINOZA

X.XXX

C-04

15010

METHOD OF BACKFILLING PIPE ON CHIP SEAL / AC SURFACE TYP.

NOT TO SCALE

"D" "D" "D"

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of AgricultureForest Service

12/10

/18 14

:35 R

ESPI

NOZA

02 D

:\TRA

NSPO

RTAT

ION\

POW

ERFI

RE\C

ULVE

RTIM

PROV

EMEN

TS\D

RAW

INGS

\CUL

VERT

IMPR

OVEM

ENTT

YPIC

ALS.

DWG;

(R5)PACIFIC SOUTHWEST

CULVERTREPLACEMENT AND

MAINTENACE

ELDORADO NATIONALFOREST

AMADOR RANGER DISTRICT

ROCK-ARMOREDCROSSING

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R.ESPINOZA

R.ESPINOZA

X.XXX

C-05

15011

PLAN VIEW

PROFILE A - A' VIEW

PROFILE B - B' VIEW

ROCK-ARMORED CROSSING DIMENSIONS

SITE

RIPRAP MEAN

DIAMETER (D50), FT

RIPRAP LAYER

THICKNESS, FT

MIN CHUTE

WIDTH, FT

MIN CHUTE

DEPTH, IN

08N14 - 3 6 6 18.00

08N20J 2.5

4.50 5 16.00

08N29E

1.50 3 3 10

08N36

1.50 3 4 12

IMAGES FROM Cafferata, Peter & Lindsay, Donald & Spittler, Thomas & Wopat, Michael & Bundros, Greg & Flanagan, Sam & Coe, Drew & Short, Bill. (2017). Designing Watercourse Crossings for Passage of 100-Year Flood Flows, Wood, and Sediment (Updated 2017).

NOTES:

· RIPRAP SHALL BE FROM COMMERCIAL SOURCE, COMPETENT, ANGULAR, NARROW TO

WELL-GRADED MATERIAL.

· FILTER LAYER SHALL BE CONSTRUCTED WITH 8 oz NON WOVEN GEOTEXTILE FABRIC OR 1.5" MINUS

AGGREGATE AT A MIN DEPTH OF 6 IN.

· CONSTRUCT FILLSLOPE IN SUCCESSIVE 12 IN THINK COMPACTED LIFTS.

· ALIGN BROAD DIP WITH ORIGINAL CHANNEL ENSURE FINISHED ROCK SURFACE BLENDS WITH THE

SURROUNDING ROAD GRADE. IF NOTED, PLACE CRUSHED AGGREGATE ACROSS RUNNING SURFACE

OF THE DIP.

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of AgricultureForest Service

12/10

/18 15

:01 R

ESPI

NOZA

02 D

:\TRA

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DWG;

R5PACIFIC SOUTHWEST

CULVERTREPLACEMENT AND

MAINTENANCE

ELDORADO NATIONALFOREST

AMADOR RANGER DISTRICT

ROLLING DIP ANDWATERBAR DETAIL

10/30/2018

FS090523_R102013_L1-002.dwg

R.ESPINOZA

R.ESPINOZA

X.XXX

C-06

015012

Contractor shall construct

Lead Off Ditches as needed to

ensure proper drainage of

Dips. Lead-Off Ditches are

incidental to the construction

of Dip construction.

ORIGINAL ROAD

GRADIENT

GRADIENT

A

0 %-8 %

9 %-12 %

+3-5 %

+2-3 %

O

R

IG

IN

A

L

G

R

A

D

E

L

IN

E

NOTES:

OUTLET DIP ON LOWEST HEIGHT FILL SLOPE

O

R

IG

IN

A

L

G

R

A

D

E

L

IN

E

1. THE DESIGN VEHICLE OR CRITICAL

VEHICLE FOR THIS DIP DESIGN IS A MODEL 62

FIRE ENGINE.

2. ENTIRE LENGTH OF DIP SHALL BE

OUTSLOPED 3% TO 5%.

3. ROLLING DIP STATIONS ARE APPROXIMATE.

LOCATIONS OF THE DIPS SHALL BE STAKED

ON THE GROUND BEFORE CONSTRUCTION.

ROLLING DIP DETAIL

90°

3:1 MAX FOR VEHICLE CROSSING.

9"

18"

STABILIZED OUTLET

2

%

M

I

N

WATERBAR

D

O

W

N

G

R

A

D

E

SLO

PE

NOTES: WATERBARS

1. ALL WATER BARS SHALL BEGIN AT THE INTERSECTION OF THE ROAD BED

WITH THE BACK SLOPE AND RUN ACROSS THE ENTIRE WIDTH OF THE ROAD

BED.

2. ALL WATER BARS SHALL HAVE FREE FLOWING OUTLETS. CONSTRUCTION

OF LEAD-OFF DITCHES ARE INCIDENTAL TO WATER BAR CONSTRUCTION

3. WHEEL ROLL AND COMPACT ALL DRIVABLE WATERBARS. REMOVE ROCKS

AND OTHER OBSTRUCTIONS FROM FINISHED WATERBARS.

FOR HIGH CLEARANCE VEHICLES

DRIVABLE WATERBARS

NON - DRIVABLE WATERBARS

TYPE I & II

B

STATION OR MILEPOST

LOCATION

P

R

O

F

IL

E

S

U

B

G

R

A

D

E

50'25''

40'TYPE I

TYPE II

25' 25' 25'

A

GR

AD

IEN

T A

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of AgricultureForest Service

12/10

/18 15

:13 R

ESPI

NOZA

02 D

:\TRA

NSPO

RTAT

ION\

POW

ERFI

RE\C

ULVE

RTIM

PROV

EMEN

TS\D

RAW

INGS

\CUL

VERT

IMPR

OVEM

ENTT

YPIC

ALS.

DWG;

(R5)PACIFIC SOUTHWEST

CULVERTREPLACEMENT AND

MAINTENANCE

ELDORADO NATIONALFOREST

AMADOR RANGER DISTRICT

DITCH AND SWALEDETAIL

10/30/2018

FS090523_R102013_L1-002.dwg

R.ESPINOZA

R.ESPINOZA

X.XXX

C-07

014014Lead-Off Ditches are considered incidental to other

Pay Items and will not be measured of paid for

seperately.

ROADWAY DITCH TYP 3'

DITCH

LEAD OFF DITCH

OUT SLOPE

3%

8'

8'

8" ROCK DEPTH

24" EXCAVATION DEPTH

16" FINISH DEPTH

12 TON - 2" - 4"

CRUSHED ROCK

NOTE: CONSTRUCTION OF A ROCKED SWALE INCLUDES:

THE PLACEMENT OF 12 TON CRUSHED ROCK AND 3 CY CLASS II RIP RAP.

CRUSHED ROCK IS A COMMERCIAL SOURCE.

CLASS II RIPRAP MAY BE COMMERCIAL OR LOCAL SOURCE.

ADDITIONAL ROCK OR AGG BASE, IF REQUIRED, SHALL BE PAID

SEPARATELY.

CONSTRUCT LEAD OFF DITCH (LOD) IF NECESSARY FOR DRAINAGE. LOD

CONSTRUCTION IS INCIDENTAL TO WORK.

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of AgricultureForest Service

12/10

/18 14

:35 R

ESPI

NOZA

02 D

:\TRA

NSPO

RTAT

ION\

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RE\C

ULVE

RTIM

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TS\D

RAW

INGS

\CUL

VERT

IMPR

OVEM

ENTT

YPIC

ALS.

DWG;

R5PACIFIC SOUTHWEST

CULVERTREPLACEMENT AND

MAINTENANCE

ELDORADO NATIONALFOREST

AMADOR RANGER DISTRICT

EROSION CONTROL

10/30/2018

FS090523_R102013_L1-002.dwg

R.ESPINOZA

R.ESPINOZA

X.XXX

C-08

015015

NOTES:

1. TIGHTLY WOVEN FIBER NETTING OR

SIMILAR MATERIAL SHALL NOT BE USED

WITHIN POTENTIAL SUITABLE HABITAT FOR

SENSITIVE SPECIES.

2. SILT FENCE SHALL BE PLACED ON SLOPE

CONTOURS TO MAXIMIZE PONDING

EFFICIENCY.

3. INSPECT AND REPAIR FENCE AFTER EACH

STORM EVENT AND REMOVE SEDIMENT

WHEN NECESSARY. 9" MAXIMUM

RECOMMENDED STORAGE HEIGHT.

4. REMOVED SEDIMENT SHALL BE DEPOSITED

TO AN AREA THAT WILL NOT CONTRIBUTE

SEDIMENT OFF-SITE AND CAN BE

PERMANENTLY STABILIZED.

5. NO WORK SHALL BEGIN ON THIS CONTRACT

UNTIL ALL NECESSARY POLLUTION

CONTROL EQUIPMENT AND MATERIALS ARE

ON SITE, AND IN PLACE.

6. COIR LOGS MAY BE SUBSTITUTED FOR

EROSION SILT FENCING

7. UPON COMPLETION OF THE PROJECT, ALL

TEMPORARY POLLUTION CONTROL

MEASURES SHALL BE REMOVED AND THE

SITE RESTORED IN ACCORDANCE WITH THE

CONTRACT SPECIFICATIONS.

SILT FENCE

NOT TO SCALE

COIR LOGS

NO SCALE

TRENCH

DETAIL

INSTALLATION WITHOUT

TRENCHING