4. Drawings.pdf

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Attached to
127EAW22R0070 - Milsap Bar Bridge Retaining Wall
Solicitation number
127EAW22R0070
Issued by

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127EAW22R0070 - Milsap Bar Bridge Retaining Wall.pdf PDF

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Text version

FOREST LOCATION

PROJECT LOCATION

TRAVEL DIRECTIONS:

SHEET OF

United States Department of Agriculture

Forest Service

22N62 CRIB WALL

FROM FEATHER RIVER RANGER DISTRICT OFFICE HEAD NORTHEAST ON MITCHELL AVE TOWARDS

3RD AVE. (0.9)MI, TURN RIGHT ONTO WASHINGTON AVE (0.1)MI, CONTINUE ONTO CA-162 E (13.5)MI, CONTINUE ONTO ORO-QUINCY HWY (10.5)MI, TURN RIGHT ONTO BALD ROCK RD. (0.5)MI, TURN LEFT

ONTO MILSAP BAR ROAD (7.1)MI, LOCATION IS DIRECTLY ADJACENT TO BRIDGE ABUTMENT.

MILSAP BAR RD.

RECOMMENDED BY:

APPROVED:

DESIGN BY

ACTING FOREST ENGINEER DATE

DATE

DISTRICT RANGER

DATE

6/2 7/2

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CALIFORNIA

TYPEOVER COUNTY WHERE PROJECT RESIDES

R(05) - PACIFIC SOUTHWEST REGION

PLUMAS NATIONAL FOREST

FEATHER RIVER RANGER DISTRICT

INDEX OF SHEETS

SHEET SHEET TITLE

DWG

SHEET NO.

1 COVERSHEET G-01

2 PLAN VIEW SITE LOCATION C-01

3 EXISTING STRUCTURE TO BE REMOVED C-02

4 PROPOSED NEW WALL PROFILE C-03

5 PROPOSED WALL DETAILS C-04

0+00

.0

(E) BRIDGE

ABUTMENT

M

I

L

S

A

P

B

R

D

N

.0

GEOGRID 8' EMBEDMENT

EXISTING STRUCTURE

TO BE REMOVED

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

22N62 CRIB WALL

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

6/2 7/2

2 1 0:

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SW

AR

TZ

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R(05)

PACIFIC SOUTHWEST REGION

22N62 CRIB WALL

PLUMAS NATIONAL

FOREST

FEATHER RIVER RANGER DISTRICT

PLAN VIEW

SITE LOCATION

SCALE 1"= 30'

06/27/2022

CCS

CCS

F.RICO

C-01 002 05

M

I L

S

N

L I T

T

L E

N

O

R

T

H

F

K

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E

E

K

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I D

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A

T

H

I V

E

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F

L

O

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F

L

O

W

M

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S

N

LOCATION OF WORK

MILSAP BAR BRIDGE

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0+00

(E) BRIDGE

ABUTMENT

M

I

L

S

N

GEOGRID 8' EMBEDMENT

EXISTING STRUCTURE

TO BE REMOVED

EXISTING WALL FACE, TO BE REMOVED (NTS)

EXISTING WALL PLAN VIEW, TO BE REMOVED (NTS)

EXISTING WALL PROFILE, TO BE REMOVED (NTS)

8.00'

3" DIA. DRAIN

GEOGRID 8' EMBEDMENT

3.00'

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

22N62 CRIB WALL

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

6/2 7/2

2 1 0:

C

SW

AR

TZ

C

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-0

1_

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AL

L.

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G;

R(05)

PACIFIC SOUTHWEST REGION

22N62 CRIB WALL

PLUMAS NATIONAL

FOREST

FEATHER RIVER RANGER DISTRICT

EXISTING STRUCTURE

TO BE REMOVED

NOT TO SCALE (NTS)

06/27/2022

CCS

CCS

F.RICO

C-02 03 05

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FACE OF WALL

GEO-TEXTILE MEMBRANE

STANDARD WELDED

WIRE MAT, TYP.

COMPACTED BACKFILL

ROCK FILLING

TOP MAT

TOP OF WALL

ELEVATION

M I N

M

L I F

T S

B U

R I E

D

T y p

M A

X

8.00'

MIN

12.00'

MIN

18.00'

MIN

NEW WIRE WALL PROFILE (NTS)

3" DIA. DRAIN

NOTE:

ALL FINAL DESIGN TO BE SUPPLIED

BY WIRE WALL MANUFACTURE TO

COMPLY WITH THE SPECIFICATIONS

THAT ARE WITHIN THE SUPPLIED

DOCUMENTATION.

REUSED RIPRAP

NEW WIRE WALL PROFILE (NTS)

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

22N62 CRIB WALL

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

6/2 7/2

2 1 0:

C

SW

AR

TZ

C

:\U

SE

RS

\C

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TZ

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1_

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_W

AL

L.

DW

G;

R(05)

PACIFIC SOUTHWEST REGION

22N62 CRIB WALL

PLUMAS NATIONAL

FOREST

FEATHER RIVER RANGER DISTRICT

PROPOSED NEW WALL

PROFILE

NOT TO SCALE (NTS)

06/27/2022

CCS

CCS

F.RICO

C-03 04 05

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NOTE:

THE CONSTRUCTED MSE RETAINING WALL SHALL CONFORM TO THE RECOMMENDATIONS AND CALCULATIONS AS SUPPLIED BY THE WALL SYSTEM MANUFACTURER. THE FINAL DESIGN AND AS-BUILT DRAWINGS SHALL ACCURATELY REPRESENT SAID MANUFACTURER'S REQUIREMENTS AND THE REQUIREMENTS CONTAINED HEREIN

M I N

NEW WALL FACE, TO BE REMOVED (NTS)

M

I F

T S

B U

R I E

D

18.00'

9.00' 9.00'

EXISTING RIP RAP

REUSE

NEW MSE

WIRE WALL,

8" X12"

3" DIA. DRAIN

3" DIA. DRAIN

M I N

T Y

P

COMPACTED ROAD SURFACE

W/ ASPHALT OVERLAY

8" X12" MSE WIRE WALL TOP MAT

8" X 12"

WELDED WIRE WALL

3" - 6" ROCK BACKFILL

PLACE AND COMPACT BACKFILL

GEO-TEXTILE FABRIC

4" X 3" BACKING MAT

BASE OF WIRE FACING

GEO-TEXTILE MEMBRANE

90° BEND

OR REQUIRED TO MEET ANGLE

OF BRIDGE ABUTMENT

EDGES OF BACKING MAT ARE

LOCATED AT THE CENTERLINE

OF WIRE FACING MAT

M

X

S

A

N

M

N

N

BACKING MAT

D

E

P

V

R

I

S

W

C

F

T

X

B

A

C

K

I

G

T

AT ALL EXPOSED ENDS

WRAP BACKING MAT AND FILTER CLOTH

AS SHOWN

WELDED WIRE WALL RETURN MAT (NTS)

NOTE:

ALL FINAL DESIGN TO BE

SUPPLIED BY WIRE WALL

MANUFACTURE TO COMPLY

WITH THE SPECIFICATIONS

THAT ARE WITHIN THE

SUPPLIED DOCUMENTATION.

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

22N62 CRIB WALL

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

6/2 7/2

2 1 0:

C

SW

AR

TZ

C

:\U

SE

RS

\C

SW

AR

TZ

\D

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S\

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1_

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AL

L.

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G;

R(05)

PACIFIC SOUTHWEST REGION

22N62 CRIB WALL

PLUMAS NATIONAL

FOREST

FEATHER RIVER RANGER DISTRICT

PROPOSED WALL

DETAILS

NOT TO SCALE (NTS)

06/27/2022

CCS

CCS

F.RICO

C-04 05 05

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NOTE:

THE CONSTRUCTED MSE RETAINING WALL SHALL CONFORM TO THE RECOMMENDATIONS AND CALCULATIONS AS SUPPLIED BY THE WALL SYSTEM MANUFACTURER. THE FINAL DESIGN AND AS-BUILT DRAWINGS SHALL ACCURATELY REPRESENT SAID MANUFACTURER'S REQUIREMENTS AND THE REQUIREMENTS CONTAINED HEREIN

Sheets and Views
22N62-01_CRIB_WALL-COVERSHEET
OLE1
22N62-01_CRIB_WALL-C-01
OLE1
22N62-01_CRIB_WALL-C-02
OLE1
22N62-01_CRIB_WALL-C-03
OLE1
22N62-01_CRIB_WALL-C-04
OLE1
2022-06-29T12:46:22-0700
COREY SWARTZ
2022-06-29T12:41:33-0700
FRANCISCO RICO
2022-06-29T15:51:29-0700
DAVID BRILLENZ

File details come from the government source that posted it. Updated .