- Revised Reveg FR01 Plans 20May2020- FR01 and 16 8 .pdf

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S25°59'23"E

LEVEE TOP

EX. IRRIGATION PIPE LINE ENC.

TO BE PROTECTED IN PLACE

EX. GUY WIRE, EX. POWER

POLE AND POWER LINE AND

EX. ELECTREICAL BOX TO

BE PROTECTED IN PLACE

N

0 30' 60' 90'15'

SCALE: 1" = 30'

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L-

2FEATHER RIVER

FLOW DIRECTION

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5:

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SHEET ID

US Army Corps of Engineers

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L-101

EXISTING BEAVER FENCE

TO BE MAINTAINED

RIPARIAN BENCH TO BE

RE-VEGETATED

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EXISITING BEAVER FENCE

LEGEND

REVEGETATION SIGNS TO REMAIN

EXISTING TREES TO REMAIN - PROTECT IN PLACE

EXISTING ELDERBERRY SHRUB TO REMAIN -

PROTECT IN PLACE

SITE EXTENTS CONTROL POINTS

FR1.0C

FR1.0B

RIPARIAN BENCH TO BE RE-VEGETATED

REVEGETATION PLAN FR01

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FR1.0B

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CP

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7+00 6+00 5+00

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N12°13'21"W

POLE AND POWER LINE AND

L-102

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FEATHER RIVER

FLOW DIRECTION

EXISTING BEAVER FENCE

TO BE MAINTAINED

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RIPARIAN BENCH

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RE-VEGETATED

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LEGEND

REVEGETATION SIGNS TO REMAIN

EXISTING TREES TO REMAIN - PROTECT IN PLACE

EXISTING ELDERBERRY SHRUB TO REMAIN -

PROTECT IN PLACE

SITE REFERENCE CONTROL POINTS

FR1.0C

RIPARIAN BENCH TO BE RE-VEGETATED

N

0 30' 60' 90'15'

SCALE: 1" = 30'REVEGETATION PLAN FR01

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FR1.0A

AutoCAD SHX Text 48.24

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CP

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NOT TO SCALE

CONTAINER INSTALLATION

NOT TO SCALE

WILLOW PLANTING DETAIL (DRAFT)

GENERAL NOTES:

1. SET PLANTS ROOT CROWN 1/2" ABOVE EXISTING GRADE.

2. PLANTING PIT A MIN. OF TWO TIMES DIAMETER OF ROOTBALL.

SLOPE-SPECIFIC NOTES:

1. ADAPT SLOPE PLANTING DETAIL FOR SITE SPECIFIC SLOPED SITUATIONS.

2. MOUND AND COMPACT WATER RETENTION BASIN AROUND PLANT AND TIE INTO SLOPE SO THAT A 3" DEPTH

OF WATER CAN BE RETAINED. SLIGHTLY BACK-CUT BASE OF BASIN INTO SLOPE WITH THE CENTER OF BASIN

OFFSET ON THE HILL SIDE OF PLANT.

3. REMOVE ALL ROCKS WITH DIAMETER GREATER THAN 2" FROM PLANTING PIT AND WATER BASIN.

4. REPLACE VOIDS LEFT BY ROCK REMOVAL WITH TOPSOIL AS INDICATED IN SPECS.

SECTION

SECTION

SLOPED

PLANTING

UNDISTURBED SUBGRADE

FINE PULVERIZED NATIVE

SOIL BACKFILL

EXISTING GRADE (VARIES)

3" HIGH X 36" DIA. WATER RETENTION

BASIN (CONT)

B

A

C

K

C

U

T

EXISTING GRADE (VARIES)

3" HIGH X 36" DIA. WATER RETENTION

BASIN (CONT)

A

B

SECTION VIEW

PLAN VIEW

2' +/-

RIPARIAN BENCH

6' TOPSOIL LAYER

LEVEE

EMBANKMENT

SUMMER MEAN WATER

SURFACE ELEVATION

CLASS II AGGREGATE

BASE MATERIAL PLACED

WITHIN VOID OF EXISTING

QUARRY STONE

1"X1"X18" WOODEN

STAKE: SECURE

CUTTING BUNDLE

STRAPS TO STAKE

CUTTING BUNDLE: 12 18'

LONG WILLOW CUTTINGS

TIED @ 1' O.C.

WETLAND BENCH

CUTTING BUNDLE: 12 18'

LONG WILLOW CUTTINGS

TIED @ 1' O.C.

CLASS II AGGREGATE

BASE MATERIAL PLACED

WITHIN VOID OF EXISTING

QUARRY STONE

1"X1"X18" WOODEN

STAKE: SECURE

CUTTING BUNDLE

STRAPS TO STAKE

RIPARIAN SPECIES

DEEP POT 40 ON

TRIANGULAR SPACING

(VARIES PER SPECIES MIX)

RIPARIAN PLANTINGS:

DEEPOT 40 ON

TRIANGULAR SPAICING

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US Army Corps of Engineers

U S

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L-103

NOTES:

1. ALL WORK SHALL BE PERFORMED WITHIN THE LIMIT OF WORK INDICATED ON THE DRAWINGS

THE CONTRACTOR IS HEREBY NOTIFIED THAT PORTIONS OF THE PROJECT SITE ARE SUBJECT TO

PERIODIC FLOOD INUNDATION OR PERIODS OF HIGH WATER RESULTING FROM RAINFALL OR WATER

RELEASE AT ANY TIME DURING THE YEAR. THE CONTRACTOR SHOULD EXPECT PERIODIC INUNDATION

OF THE SITES BY HIGH WTER AND SHALL BE RESPONSIBLE FOR ALL COSTS INCURRED TO REPLACE

INFRASTRUCTURE NOT SECURED IN ANTICIPATION OF SITE INUNDATION.

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PLANTING LEGEND

-1

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ORIGINAL PROJECT FOOTPRINT

TOE OF 2:1 SLOPE

HIGHWAY 160

NEW BEAVER FENCE:

REFER TO DETAIL C,

SHEET L-102

WILLOW PLANTING PLAN: RM 16.8

RIPARIAN BENCH/PROPOSED

WILLOW PLANTING AREA.: WILLOW

PLANTING SCOPE OF WORK. REFER TO

DETAILS A AND B, SHEET L-102

RIPARIAN BENCH

OUTLINE

NEW BEAVER FENCE TO BE INSTALLED

LEGEND

EXISTING TREES TO REMAIN - PROTECT IN PLACE

RIPARIAN BENCH TO BE RE-VEGETATED

L-101

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MATCH SHEET X-XX

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MATCH SHEET X-XX

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CODE

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AM-XX

AutoCAD SHX Text Submitted by:

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XXXX

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XX-XX-XXXX

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AS_NOTED

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SACRAMENTO DISTRICT IN-HOUSE DESIGN 1325 'J' STREET SACRAMENTO, CA 95814-2922

AutoCAD SHX Text

DEPARTMENT OF THE ARMY CORPS OF ENGINEERS SACRAMENTO, CALIFORNIA

AutoCAD SHX Text Sacramento District

AutoCAD SHX Text Sheet reference number:

AutoCAD SHX Text

XX/XX/XXXX

AutoCAD SHX Text

CHIEF, CIV ENGR DES SEC B

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H. CAROTA

AutoCAD SHX Text Drawing Code:

AutoCAD SHX Text Design file no:

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AutoCAD SHX Text Approved

AutoCAD SHX Text Dwn by:

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/S/ RICHARD TORBIK, P.E.

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T. RIVAS

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SACRAMENTO RIVER BANK PROTECTION PROJECT

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FY16 SACRAMENTO RIVER EROSION REPAIR SITES, CONTRACT 7

AutoCAD SHX Text

HPC

AutoCAD SHX Text US Army Corps of Engineers

AutoCAD SHX Text

SAC RM 16.8L - WILLOW PLANTING

AutoCAD SHX Text N

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SACRAMENTO RIVER

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AutoCAD SHX Text 30'

AutoCAD SHX Text 60'

AutoCAD SHX Text 120'

AutoCAD SHX Text 90'

SCALE: 1" = 30'

NOT TO SCALE

CONTAINER INSTALLATION

NOT TO SCALE

WILLOW PLANTING DETAIL (DRAFT)

GENERAL NOTES:

1. SET PLANTS ROOT CROWN 1/2" ABOVE EXISTING GRADE.

2. PLANTING PIT A MIN. OF TWO TIMES DIAMETER OF ROOTBALL.

SLOPE-SPECIFIC NOTES:

1. ADAPT SLOPE PLANTING DETAIL FOR SITE SPECIFIC SLOPED SITUATIONS.

2. MOUND AND COMPACT WATER RETENTION BASIN AROUND PLANT AND TIE INTO SLOPE SO THAT A 3" DEPTH

OF WATER CAN BE RETAINED. SLIGHTLY BACK-CUT BASE OF BASIN INTO SLOPE WITH THE CENTER OF BASIN

OFFSET ON THE HILL SIDE OF PLANT.

3. REMOVE ALL ROCKS WITH DIAMETER GREATER THAN 2" FROM PLANTING PIT AND WATER BASIN.

4. REPLACE VOIDS LEFT BY ROCK REMOVAL WITH TOPSOIL AS INDICATED IN SPECS.

SECTION

SECTION

SLOPED

PLANTING

UNDISTURBED SUBGRADE

FINE PULVERIZED NATIVE

SOIL BACKFILL

EXISTING GRADE (VARIES)

3" HIGH X 36" DIA. WATER RETENTION

BASIN (CONT)

B

A

C

K

C

U

T

EXISTING GRADE (VARIES)

3" HIGH X 36" DIA. WATER RETENTION

BASIN (CONT)

A

B

SECTION VIEW

PLAN VIEW

2' +/-

RIPARIAN BENCH

6' TOPSOIL LAYER

LEVEE

EMBANKMENT

SUMMER MEAN WATER

SURFACE ELEVATION

CLASS II AGGREGATE

BASE MATERIAL PLACED

WITHIN VOID OF EXISTING

QUARRY STONE

1"X1"X18" WOODEN

STAKE: SECURE

CUTTING BUNDLE

STRAPS TO STAKE

CUTTING BUNDLE: 12 18'

LONG WILLOW CUTTINGS

TIED @ 1' O.C.

WETLAND BENCH

CUTTING BUNDLE: 12 18'

LONG WILLOW CUTTINGS

TIED @ 1' O.C.

CLASS II AGGREGATE

BASE MATERIAL PLACED

WITHIN VOID OF EXISTING

QUARRY STONE

1"X1"X18" WOODEN

STAKE: SECURE

CUTTING BUNDLE

STRAPS TO STAKE

RIPARIAN SPECIES

DEEP POT 40 ON

TRIANGULAR SPACING

(VARIES PER SPECIES MIX)

RIPARIAN PLANTINGS:

DEEPOT 40 ON

TRIANGULAR SPAICING

O

C

5.5' SECTIONS OF NUMBER 4 REBAR

BENT OVER AS SHOWN

NOTES:

1. BOTTOM OF FENCING SHALL BE NO MORE THAN 2" FROM TOP OF AVERAGE TOP ELEVATION

RIP RAP.

2. CONSTRUCT ENTRY POINTS IN FENCE WHERE NEEDED FOR IRRIGATION PURPOSES. ENTRY POINTS SHALL

ALLOW FREE ACCESS FOR IRRIGATION TASKS AND ALSO FUNCTION AS A BEAVER BARRIER.

3. BEAVER FENCE MAY NOT BE CONTINOUS ALONG SITE BECAUSE OF OBSTRUCTING CABLED INSTREAM WOODY MATERIAL.

THE CONTRACTOR SHALL CONTRUCT FENCE AROUND BEAVER FENCE.

4. CONTRACTOR SHALL REQUIRE WORKERS TO WEAR FLOTATION VESTS WHILE INSTALLING BEAVER FENCE.

6'

NOT TO SCALE

BEAVER FENCE DETAIL

C

PLANTING LEGEND

L-102

WILLOW PLANTING PLAN: RM 16.8

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MATCH SHEET X-XX

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MATCH SHEET X-XX

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CODE

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AM-XX

AutoCAD SHX Text Submitted by:

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XXXX

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XX-XX-XXXX

AutoCAD SHX Text

AS_NOTED

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SACRAMENTO DISTRICT IN-HOUSE DESIGN 1325 'J' STREET SACRAMENTO, CA 95814-2922

AutoCAD SHX Text

DEPARTMENT OF THE ARMY CORPS OF ENGINEERS SACRAMENTO, CALIFORNIA

AutoCAD SHX Text Sacramento District

AutoCAD SHX Text Sheet reference number:

AutoCAD SHX Text

XX/XX/XXXX

AutoCAD SHX Text

CHIEF, CIV ENGR DES SEC B

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H. CAROTA

AutoCAD SHX Text Drawing Code:

AutoCAD SHX Text Design file no:

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AutoCAD SHX Text Approved

AutoCAD SHX Text Dwn by:

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/S/ RICHARD TORBIK, P.E.

AutoCAD SHX Text

T. RIVAS

AutoCAD SHX Text

SACRAMENTO RIVER BANK PROTECTION PROJECT

AutoCAD SHX Text

FY16 SACRAMENTO RIVER EROSION REPAIR SITES, CONTRACT 7

AutoCAD SHX Text

HPC

AutoCAD SHX Text US Army Corps of Engineers

SAC RM 16.8L - WILLOW PLANTING