11-B-0003 DWGS SAC BANK.pdf

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Sacramento District

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SACRAMENTO RIVER BANK PROTECTION PROJECT

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Sheet

Approved for public release; distribution is limited.

of Engineers

US Army Corps

Sheet 1 of 35

FEATHER RIVER RM 7.0L

LOWER AMERICAN RIVER RM 10.0L AND 10.6L,

SACRAMENTO RIVER RM 77.2L,

FY11 EROSION REPAIR SITES

FINAL

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4 3 2 1 fiof Engineers

US Army Corps of Engineers

US Army Corps

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PROJECT LOCATION MAP

VICINITY MAP

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CROSS SECTION LETTER

REFERENCE CROSS SECTION SHEET

REFERENCE SHEET

DETAIL NUMBER

DETAIL SHEET

REFERENCE SHEET (FIRST REFERENCE, MAY BE MULTIPLE REFERENCES)

SURVEY NOTES

CONSTRUCTION NOTES

ABBREVIATIONS

G-004

C-523

A C-308

GENERAL NOTES

N O

T E

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8. #25 INVENTORIED EXISTING TREE AND TAG #

EXISTING WOOD DEBRIS7.

1.13 AND SPEC. NO. 35 31 19 PARAGRAPH 3.3 FOR SPECIFIC DETAILS).

SUBJECT TO REVISIONS TO CONFORM TO CHANGED SITE CONDITIONS (SEE SPEC. NO. 01 35 13 PARAGRAPH

6. OFFSETS SHOWN ON CROSS SECTIONS ARE FOR THE STATION SHOWN AND INITIAL ALIGNMENTS AND ARE

SEGMENT UNLESS OTHERWISE NOTED.

5. CONSTRUCTION OFFSETS ARE MEASURED PERPENDICULAR TO THE CONSTRUCTION REFERENCE LINE

AND OFFSETS MEASURED FROM A CONSTRUCTION REFERENCE LINE SPECIFIED FOR EACH SITE.

4. THE BANK FEATURE DESIGNS FOR EACH PROJECT SITE ARE TO BE CONSTRUCTED BASED ON ELEVATIONS

3.

2.

1. GENERAL NOTES ARE APPLICABLE FOR ALL SITES UNDER FILE NO. 50-04-6324.

/2

/2

FROM REQUIRED REPAIRS.

EXPECT PERIODIC INUNDATION OF SOME REVEGETATION SITES BY HIGH WATER AND SHALL BE RESPONSIBLE FOR ALL COSTS INCURRED

PERIODS OF HIGH WATER RESULTING FROM RAINFALL OR WATER RELEASES AT ANY TIME DURING THE YEAR. THE CONTRACTOR SHOULD

10. THE CONTRACTOR IS HEREBY NOTIFIED THAT PORTIONS OF THE PROJECT SITE ARE SUBJECT TO PERIODIC FLOOD INUNDATION OR

QUARRY STONE AND OTHER BANK STABILIZATION OPERATIONS AS INDICATED ON THE DRAWINGS.

OR NEAR THE PROJECT SITE. RELATED ACTIVITIES SHALL INCLUDE, BUT ARE NOT LIMITED TO, PLACEMENT OF SOIL-FILLED QUARRY STONE,

9. THE CONTRACTOR SHALL COORDINATE DAILY CONSTRUCTION ACTIVITIES WITH THE ACTIVITIES OF OTHERS WORKING ON, ADJACENT TO,

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

PROTECTION.

ELDERBERRY SHRUBS, TREES, AND OTHER ENVIRONMENTAL RESOURCES, SEE SPECIFICATION SECTION 01 57 20, ENVIRONMENTAL

7. ELDERBERRY SHRUBS ARE PRESENT AT LAR 10.0L AND 10.6L SITES. FOR INFORMATION ON THE PROTECTION OF THE

6. IN-STREAM WOOD MATERIALS (IWM) SHALL BE PLACED ALONG ALL SITES AS SHOWN ON C-500.

CONTRACTING OFFICER.

ANY TEMPORARY EARTHWORK ASSOCIATED WITH CONSTRUCTION, SUCH AS ADDITIONAL RAMPS, MUST ALSO BE APPROVED BY THE

5. NO WORK OUTSIDE OF THE DESIGNATED WORK AREA WILL BE PERMITTED WITHOUT APPROVAL OF THE CONTRACTING OFFICER.

LEVEES AND BANK PROTECTION, AND OTHER UTILITIES AND IMPROVEMENTS TO PRECONSTRUCTION CONDITIONS.

OR PUMPING FACILITIES, STORM DRAIN PIPES, BRIDGES, PAVEMENT, ROADS, FENCING, FLOOD CONTROL STRUCTURES, INCLUDING

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGE CAUSED BY THE CONTRACTOR TO IRRIGATION INTAKE

ASSOCIATED WITH CONSTRUCTION MUST BE APPROVED BY THE CONTRACTING OFFICER.

TEMPORARY RAMPS SHALL BE REMOVED AND THE MATERIALS DISPOSED OF BY THE CONTRACTOR. ANY TEMPORARY EARTHWORK

WHEN TEMPORARY RAMPS ARE NO LONGER REQUIRED, AND PRIOR TO THE FLOOD SEASON (NOVEMBER 1 THROUGH APRIL 15), ALL

CONSTRUCTION ACCESS RAMPS MAY BE CONSTRUCTED DOWN THE WATERSIDE FACE OF THE LEVEE WITH IMPORTED EARTH MATERIALS.

3. LEVEE SLOPES UNDER THIS CONTRACT SHALL NOT BE CUT IN ORDER TO PROVIDE CONSTRUCTION RAMPS. IF REQUIRED, TEMPORARY

2. ALL CROSS SECTIONS ARE SHOWN LOOKING DOWNSTREAM.

GOVERNING AGENCIES AND UNDERGROUND SERVICE ALERT (U.S.A.) AT 1-(800)-642.2444.

AND PRESERVE ANY AND ALL UTILITIES. TO FIELD-LOCATE ALL EXISTING UTILITIES, THE CONTRACTOR SHALL CALL ALL

RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE CAUSED BY THE CONTRACTOR’S FAILURE TO EXACTLY LOCATE

THE CONSTRUCTION ACCESS ROUTE AND IN THE STAGING AREAS BEFORE COMMENCING WORK, AND AGREES TO BE FULLY

THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL UTILITIES WITHIN THE CONSTRUCTION ZONE, ALONG

1. THE LOCATION OF EXISTING UTILITIES HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE.

TOPOGRAPHY SHEET AS

8. TEMPORARY, CONSTRUCTION REFERENCE LINES, TO BE SET BY THE CONTRACTOR, ARE SHOWN ON THE PLAN AND

CONTROL MONUMENTS ARE NOT DAMAGED. IF ANY MONUMENTS ARE DAMAGED THE CONTRACTOR SHALL VERIFY THEIR CONTROL.

ALONG WITH CONTROL COORDINATE TABULATIONS, ELEVATIONS AND DESCRIPTIONS. THE CONTRACTOR SHALL VERIFY THAT THE GIVEN

7. PERMANENT CONTROL MONUMENTS FOR EACH SITE ARE SHOWN ON THE SITE ACCESS MAPS AND SITE PLAN AND TOPOGRAPHY SHEETS AS , AT THAT TIME.

6. AERIAL PHOTOGRAPHY WAS OBTAINED DURING THE MONTH OF MAY 2006 AND REFLECTS FIELD CONDITIONS

DESIGN ELEVATIONS WITHIN THE PROJECT FOOTPRINT AND 1997 SURVEYED ELEVATIONS OUTSIDE THE CONSTRUCTION EASEMENT.

5. CONTOURS SHOWN ON SITE PLAN AND TOPOGRAPHY SHEETS ARE SHOWN AT ONE-FOOT VERTICAL INTERVALS BASED ON THE

4. CHANNEL BATHYMETRY WAS DEVELOPED FROM HYDROGRAPHIC SURVEY DATA COLLECTED IN JANUARY 2008.

DATA OBTAINED IN JANUARY AND FEBRUARY 2008.

3. OVERBANK TOPOGRAPHY WAS DEVELOPED FROM CROSS SECTIONS SURVEYED EVERY 50 FT AND SPOT ELEVATION

OF 1988 (NAVD-88).

FOR SITES LAR 10.0L AND 10.6L AND FHR 7.0L, ELEVATIONS ARE REFERENCED TO THE NATIONAL GEODETIC VERTICAL DATUM

2. ELEVTIONS FOR SAC RM 77.2L ARE REFERENCED TO THE NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD-29).

1. GRID COORDINATES FOR ALL SITES REFER TO THE CALIFORNIA STATE PLANE COORDINATE SYSTEM ZONE 2, NAD 83, US SURVEY FEET.

WSE

VAR.

V

TYP

STA

SSP.

SQ. FT.

SPEC. NO.

SMWSE

SAC

S.

RSP

RM

REF.

RD

PT

PI

OC

N.T.S.

NA

MIN

LBS

LAR

L

IWM

IN.

HWY

H

GALV

GAL

FT

FHR

EX

EL.

ECF

DR

DIA.

DBH

CU

CP-A1

COR

CA

BLVD

AVG

AVE

APPROX

AC

1:1

- WATER SURFACE ELEVATION

- VARIETY

- VERTICAL

- TYPICAL

- STATION

- MULTIPLE SPECIES OF SAME GENUS

- SQUARE FEET

- SPECIFICATION NUMBER

- SUMMER MEAN WATER SURFACE ELEVATION

- SACRAMENTO RIVER

- SALIX

- ROCK SLOPE PROTECTION

- RIVER MILE

- CONSTRUCTION REFERENCE LINE

- ROAD

- POINT

- POINT OF INTERSECTION

- ON CENTER

- NOT TO SCALE

- NOT APPLICABLE

- MINIMUM

- POUNDS

- LOWER AMERICAN RIVER

- LEFT BANK LOOKING DOWNSTREAM (E.G. SAC RM 77.2L)

- IN-STREAM WOOD MATERIAL

- INCH

- HIGHWAY

- HORIZONTAL

- GALVANIZED

- GALLON

- FEET

- FEATHER RIVER

- EXISTING

- ELEVATION

- EROSION CONTROL FABRIC

- DRIVE

- DIAMETER

- DIAMETER AT BREAST HEIGHT

- CUBIC

- TEMPORARY CONTROL POINT "1" ON CONSTRUCTION REFERENCE LINE "A"

- CONTRACTING OFFICER’S REPRESENTATIVE

- CALIFORNIA

- BOULEVARD

- AVERAGE

- AVENUE

- APPROXIMATELY

- ACRE

- SLOPE REFERENCE (HORIZONTAL:VERTICAL SLOPE RATIO)

P lo t s c a le

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F il e n a m e

D e s ig n f il e n o

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R e v ie w e d b y

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Sacramento District of Engineers

US Army Corps

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C-206

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D e s ig n e d b y

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US Army Corps

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COORDINATE TABULATION

CONSTRUCTION EASEMENT

POINT NORTHING EASTING

P6

P5

P4

P3

P2

P1

2038864.93

2039281.52

2038644.41

2038864.72

2039300.79

2038864.72

6678158.87

6678150.68

6678144.16

6678144.16

6678158.87

6678144.16

SCALE IN FEET

ACCESS ROUTE

TABULATION)

(SEE SHEET C-101 FOR CONTROL

PROJECT CONTROL MONUMENT

E 6678052.65 N 2039051.32

PRIOR TO CONSTRUCTION

TO BE REMOVED BY OTHERS

PUMP INTAKE

PROJECT FOOTPRINT

C O

U N

T Y R

O A

D

G A

R D

E N H

IG

H W

A Y

P4

P1

P2

P3

S T

A G

IN

G A

R E

A

2006 AERIAL IMAGE

EASEMENT

CONSTRUCTION

LIMIT OF

R

IV

E R

S A

C R

A M

E N

T O

C-100

0 300’ 600’

N

S T

A G

IN

G A

R E

A

S A

C R

M

.2

L S

IT

E L

IM

IT

S

A C

C E

S S

A N o n tr a c t_

.d g n

:3

P5

P6

/2

/2

SAC RM 77.2L CONTROL TABULATION

6678172.87 41.46

POINT NORTHING EASTING ELEVATION DESCRIPTION

TO BE SET BY CONTRACTOR

TO BE SET BY CONTRACTOR

TO BE SET BY CONTRACTOR

CP-D1

CP-D2

CP-D3

2039304.72 6678143.36

2039235.84 6678157.84 41.31

2039054.77 6678112.80

2038609.82 6678033.31

2038947.21 6678129.87 40.38

2038617.39

1/2" REBAR

1/2" REBAR

ALUM CAP "AA-22"

-1

-5

-5

-5

-5

-5

SCALE IN FEET

2008 TOPOGRAPHY

P lo t s c a le

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F il e n a m e

D e s ig n f il e n o

S u b m it te d b y

R e v ie w e d b y

D e s ig n e d b y

D a te

R e v

S y m b o l

D e s c ri p ti o n

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CP-D1

CP-D3

RIPARIAN BENCH

CP-D2

GARDEN HIGHWAY

:1

:1

:1

:1

:1

3:1

:1

:1

:1

:1

:1

:1

:1

RIVER

SACRAMENTO

OF CONSTRUCTION.

TO BE CONSTRUCTED AT LIMITS

REVEGETATION SIGN-TYPE 1

OF CONSTRUCTION

LEVEE SIDE LIMITSTA 0+96 REF. LINE D

START OF TRANSITION

STA 0+68 REF. LINE D

END OF TRANSITION

INTO EXISTING BANKLINE

GRADUALLY TAPER

INTO EXISTING BANKLINE

GRADUALLY TAPER

THIS SHEET)

(SEE CONTROL TABULATION

PROJECT CONTROL MONUMENT

REFERENCE LINE D

CONSTRUCTION

CONTROL POINT

TEMPORARY

PROJECT FOOTPRINT

TOP OF SOIL-FILLED QUARRY STONE

STA 5+90 REF. LINE D

END OF TRANSITION

STA 4+38 REF. LINE D

START OF TRANSITION

THIS SHEET)

(SEE CONTROL TABULATION

PROJECT CONTROL MONUMENT

OF CONSTRUCTION.

AT LIMITS

TO BE CONSTRUCTED

SIGN-TYPE 1

REVEGETATION

R E

F L

IN

E D

S T

A

O F C

O N

S T

R U

C T

IO

N

U P

S T

R E

A M L

IM

IT

R E

F L

IN

E D

S T

A

O F C

O N

S T

R U

C T

IO

N

D O

W N

S T

R E

A M L

IM

IT

FOR SMWSE

EDGE OF WATER

C-101

LP-501

C-101

C-500

C-101

C-501

C-101

C-103

D C-101

C-501

C-101

N

0 100’50’

ENDING AT STA 5+29

STARTING AT STA 0+68 AND

AND 31 FASCINE BUNDLES

SMWSE 39 TREES CLUSTERED

MATERIAL ALONG

INSTALL IN-STREAM WOOD

T O

P O

G R

A P

H Y

S A

C R

M

.2

L S

IT

E P

L A

N A

:5

C o n tr a c t_

.d g n

/2

/2

NOTES:

THIS SHEET)

(SEE CONTROL TABULATION

PROJECT CONTROL MONUMENT

STONE SHALL BE PLACED AROUND THE PILINGS.

CONFIRM LOCATION AND PROTECT IN PLACE. QUARRY-STONE AND SOIL-FILLED QUARRY

EXISTING PILINGS NOT TO BE DISTURBED DURING CONSTRUCTION.

EXISTING PUMP STRUCTURE TO BE REMOVED BY OTHERS PRIOR TO CONSTRUCTION,

VERTICAL DATUM.

MONUMENTS PLACED AT THIS SITE BY THE CONTRACTOR SHALL REFERENCE THIS

2. ELEVATIONS FOR SAC RM 77.2L ARE REFERENCED TO NGVD-29. ANY CONTROL

AS PER SPEC. NO. 35 31 19 STONE PROTECTION.

1. QUARRY STONE AND SOIL FILLED QUARRY STONE TO BE PLACED AROUND EXISTING TREES

C-500

C-101

LEVEE CREST

TERMINATE BEAVER BARRIER FENCE AT THAT LOCATION

THEN TURNING UP THE BANK TO ELEVATION 20.0 FT-NGVD,

EXTEND TO UPSTREAM AND DOWNSTREAM LIMITS OF PROJECT FOOTPRINT,

CONSTRUCT BEAVER FENCE ALONG THE TOE OF THE RIPARIAN BENCH (EL 11.7 FT NGVD).

t s c a le

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reference

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Sacramento District of Engineers

US Army Corps

Sheet of 35

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4 3 2 1

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SCALE IN FEET

2008 EXISTING TOPOGRAPHY

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#4

RIVER

SACRAMENTO

(LEVEE CREST) GARDEN HIGHWAY

REFERENCE LINE D

CONSTRUCTION

AND SAVED FOR USE AS IWM.

SHALL BE REMOVED PRIOR TO PLACEMENT OF QUARRY STONE

EXISTING WOOD DEBRIS WITHIN THE PROJECT FOOTPRINT

CP-D1

CP-D2

CP-D3

C-102

NATIVE VEGETATION.

DIRECTED BY THE COR. REMOVE ALL OTHER NON-

UNLESS OTHERWISE NOTED ON THIS PLAN OR AS

FOOTPRINT. PROTECT IN PLACE ALL OAK SPECIES,

REMOVE +/- 35 TREES FROM WITHIN THE PROJECT

0 100’50’

N

S A

C R

M

.2

L T

R E

E S

U R

V E

Y D

A T

A C o n tr a c t_

.d g n

:5

APPROX SMWSE

EDGE OF WATER FOR

PROJECT FOOTPRINT

TRIM & PROTECT IN PLACE 5’ DIA OAK TREE

ELDERBERRIES TO BE PROTECTED IN PLACE

ELDERBERRIES TO BE TRANSPLANTED

TREE TO BE REMOVED #25

STONE PROTECTION AND 01 57 20 ENVIRONMENTAL PROTECTION.

NOTED, OR SPECIFIED BY CONTRACTING OFFICER, AS PER SPEC. NOS. 35 31 19

PRESERVED AND PROTECTED IN PLACE UNLESS OTHERWISE

TREE AND TREE TAG # REFERS TO INVENTORIED TREES TO BE

NOTE: #25 TREE AND TAG #

/2

/2

01 57 20 ENVIRONMENTAL PROTECTION

TRANSPLANTED PER SPEC. SECTION

ONE ELDERBERRY SHRUB/CLUMP TO BE

t s c a le

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A p p ro v e d

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D w n b y number:

reference

Sheet

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Sacramento District of Engineers

US Army Corps

Sheet of 35

A

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C

4 3 2 1

F E

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IV

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L

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FINAL

/2

/2

-10

-20

-30

-10

-20

-30 20’

2:1

10:1

BELOW)

(SEE TABLE

OFFSETS

L

IN

E D

R E

F E

R E

N C

E C

O N

S T

R U

C T

IO

2:1

3:1

QUARRY STONE

SOIL-FILLED QUARRY STONE

RIVER BED

CREST

LEVEE

BENCH

RIPARIAN

SAC RM 77.2L REFERENCE CROSS SECTION FOR OFFSET/ELEVATION DATA

ELEVATIONS SHOWN ABOVE ARE FOR RELATIVE REFERENCE ONLY - SEE TABLE BELOW FOR ACTUAL ELEVATIONS

E L

E V

A T

IO

N F

T

N G

V D -2

C-103

D C-101

IN-FILL

COARSE AGGREGATE

C-103

EL. = 11.7 FT

SURFACE ELEVATION

SUMMER MEAN WATER

C DBA E

C R

O S

S S

E C

T

IO

N S

A C R

M

.2

L R

E F

E R

E N n tr a c t_

.d g n

:2

/2

/2

SOIL COVER

0.5 FT OF

PROTECTION

BE SOIL FILLED QUARRY STONE AS PER SPEC. NO. 35 31 19 STONE

5. ALL ROCK ABOVE SUMMER MEAN WATER SURFACE ELEVATION IS TO

4. ALL ELEVATIONS FOR SAC RM 77.2L ARE REFERENCED TO NGVD-29.

STATIONING.

FEATURE IS NON-EXISTENT AT THE GIVEN REFERENCE LINE

3. BLANK ENTRY INDICATES THAT THE SPECIFIED "BREAKLINE"

AND QUARRY STONE SURFACES.

2. ELEVATIONS GIVEN ARE FOR FINISHED SOIL FILLED QUARRY STONE

THE CONSTRUCTION REFERENCE LINE UNLESS OTHERWISE NOTED.

1. ALL CROSS SECTION OFFSETS ARE MEASURED PERPENDICULAR TO

NOTES:

t s c a le

P lo t d a te

F il e n a m e

D e s ig n f il e n o

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R e v ie w e d b y

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S p e c N o

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US Army Corps

S u b m it te d b y

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Sacramento District number:

reference

Sheet

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L

S A

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IV

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M

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L

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S

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A

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S

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E S

PROJECT FOOTPRINT

LAR RM 10.0L

TEMPORARY CONSTRUCTION FACILITIES

TRAFFIC AS PER SPEC. NO. 01 50 02

CROSSING TO DIRECT CONSTRUCTION

POST FLAGMEN AT PEDESTRIAN

WITH FOLSOM BLVD. SEE NOTE 4

ACCESS ROUTE INTERSECTION

POWER LINES (SEE NOTE 6)

GATE (SEE NOTE )

LEVEE ACCESS

TO

W

ATT

A

VE

AMERIC

AN R

IVER

W A

T T A

V E

LA RIVIERA DR

C o n tr a c t_

.d g n

:6

SCALE IN FEET

0 1300975650325 325

2008 AERIAL IMAGE

FO

LS

O M B

LVD

HWY 50

HWY 50

HWY 50

T O F

O L S

O M B

L V

D

LIN

DA R

IO

DR

LA RIVIERA DR

NOTES

C-200

ACCESS ROAD.

6. AVOID PG&E POWERLINES LOCATED ABOVE LEVEE

5. CONSTRUCTION TRAFFIC IS NOT PERMITTED ON RESIDENTIAL STREETS.

01 50 02 TEMPORARY CONSTRUCTION FACILITIES.

OF CONSTRUCTION ACTIVITIES, AS PER SPEC. NO.

ACCESS ROAD INTERSECTION TO FOLSOM BLVD WARNING TRAFFIC

4. FLAGMEN AND APPROPRIATE SIGNAGE SHALL BE PLACED AT

3. SPEEDS ON LEVEE ROADS SHALL NOT EXCEED 10 MPH.

2. LEVEE ROAD SHALL NOT BE BLOCKED AT ANY TIME.

FROM THE CONTRACTING OFFICER.

1. CONTRACTOR CAN OBTAIN KEY FOR LEVEE ACCESS GATES

N

L A

R R

M

.0

L A

N D

.6

L A

C C

E S

S R

O U

T E

/2

/2

LEVEE ACCESS

RD (S

EE NOTE 2

)GATE

LEVEE ACCESS

PROJECT FOOTPRINT

LAR RM 10.6L

GATE

LEVEE ACCESS

WATT AVE

ACCESS

POST FLAGMEN ON LEVEE TOP

TO DIRECT CONSTRUCTION

TRAFFIC OVER LEVEE AS PER SPEC.

NO. 01 50 02 TEMPORARY CONSTRUCTION

FACILITIES

t s c a le

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F il e n a m e

D e s ig n f il e n o

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US Army Corps

S u b m it te d b y

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reference

Sheet

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F E

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L

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L

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L

S A

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A M

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IV

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M

.2

L

F Y E

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S

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A

IR

S

IT

E S

GATE (SEE NOTE 2)

LEVEE ACCESS

WATT AVE

ACCESS

P2

P5

SAWTELLE

WAY

PROJECT FOOTPRINT

AREA

STAGING

AMERICAN RIVER

W A

T T A

V E

LA RIVIERA DR

W A

T E

R T

O N W

A Y

WOODMAN W

AY

RIVER DR

ROGUE

GULFP

ORT W

AY

TWIN

FALLS

DR

NOTES

TO LAR 10

.6L S

ITE

/2

/2

C o n tr a c t_

.d g n

:3

SCALE IN FEET

0 600450300150 150

2008 AERIAL IMAGE

LA RIVIERA DR

5. SPEEDS ON LEVEE ROADS SHALL NOT EXCEED 10 MPH.

STREETS.

4. CONSTRUCTION TRAFFIC IS NOT PERMITTED ON RESIDENTIAL

3. ACCESS ROUTE CAN BE SEEN IN FULL ON SHEET C-200.

2. LEVEE ROAD SHALL NOT BE BLOCKED AT ANY TIME.

FROM THE CONTRACTING OFFICER.

1. CONTRACTOR CAN OBTAIN KEY FOR LEVEE ACCESS GATE

C-201

N

S T

A G

IN

G A

R E

A L

A R R

M

.0

L S

IT

E L

IM

IT

S

A C

C E

S S

A

EASEMENT

LIMIT OF CONSTRUCTION

P4

P3

P1

P6

GATE

LEVEE ACCESS

GATE

LEVEE ACCESS

ACCESS ROAD

LEVEE MAINTENANCE

LEVEE ACCESS

RD (S

EE NOTE 3

9+5

9+0

3+00

4+0

5+0

6+0

7+0

8+0

10+0

11+0

12+00

3+50

4+5

5+5

6+5

7+5

8+5

10+5

11+5

P T

P T

P T

P T

35 40

LAR RM 10.0L CONTROL TABULATION

6741969.95 1+51.40

POINT NORTHING EASTING ELEVATION DESCRIPTION

TO BE SET BY CONTRACTOR

TO BE SET BY CONTRACTOR

TO BE SET BY CONTRACTOR

50.40

TO BE SET BY CONTRACTOR

TO BE SET BY CONTRACTOR1969077.93

1969030.74 6741774.06

1968977.29 6741577.74

1968875.56 6741181.69

1968832.82 6740985.53

1968847.08 6741116.35

1968927.73 6741435.86

1969014.89 6741555.12

STATION

3+52.89

5+56.35

9+65.26

11+66.03

P lo t s c a le

P lo t d a te

F il e n a m e

D e s ig n f il e n o

D ra w in g C o d e

R e v ie w e d b y

D e s ig n e d b y

D w n b y

D a te

S p e c N o

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D e s c ri p ti o n

A p p ro v e d

D a te

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US Army Corps

S u b m it te d b y

S A

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Sacramento District number:

reference

Sheet

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F E

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L

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A N R

IV

E R R

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L

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L

S A

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A M

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S

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E S

:1

:1

.5 :1

.5 :1

.5 :1

10:1

10:1

V A

R

IE

S

RIPARIAN BENCH

V A

R

IE

S

V A

R

IE

S

V A

R

IE

S

VARIES

STATION 9+00

OF REPAIR AT

DOWNSTREAM LIMIT

STATION 8+00

START OF TRANSITION

FLOW

AMERICAN RIV

ER

STATION 5+50

START OF TRANSITION

STATION 3+98

OF REPAIR AT

UPSTREAM LIMIT

ACCESS RAMP

EXISTING DIRT

PROTECT IN PLACE

EXISTING FENCE

SEE NOTE 2

OF REPAIR

LANDSIDE LIMIT

OF RSP

WATERSIDE TOE

INTO EXISTING BANKLINE

GRADUALLY TAPER TRANSITION

C o n tr a c t_

.d g n

:6

SCALE IN FEET

030 30 60 12090

C-203

A C-202

C-202

PROTECT IN PLACE

EXISTING FENCE

N

T O

P O

G R

A P

H Y

L A

R R

M

.0

L S

IT

E P

L A

N A

/2

/2

PROTECT IN PLACE

EXISTING FENCE

IN PLACE.

UTILITY BOX. PROTECT

EXISTING ELECTRICAL

SMWSE 24.4’

APPROX

EXISTING BANKLINE

TRANSITION INTO

GRADUALLY TAPER

REFERENCE LINE

CONSTRUCTION

RESPECTIVE HORIZONTAL AND VERTICAL DATUMS.

MONUMENTS PLACED AT THIS SITE BY THE CONTRACTOR SHALL REFERENCE THESE

3. HORIZONTAL: NAD 83 CA STATE PLANE ZONE 2, VERTICAL: NAVD-88. ANY CONTROL

2. APPROXIMATE LOCATION OF CONCRETE BLOCK TO BE LEFT IN PLACE.

A 10H:1V SLOPE.

1. UNDULATING RIPARIAN BENCH SHALL BE CONSTRUCTED AT

NOTES

9+5

9+0

3+00

4+0

5+0

6+0

7+0

8+0

10+0

11+0

12+00

3+50

4+5

5+5

6+5

7+5

8+5

10+5

11+5

P T

P T

P T

P T

P lo t s c a le

P lo t d a te

F il e n a m e

D e s ig n f il e n o

D ra w in g C o d e

R e v ie w e d b y

D e s ig n e d b y

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D a te

S p e c N o

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D e s c ri p ti o n

A p p ro v e d

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IC

H A

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IK

A

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US Army Corps

S u b m it te d b y

S A

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A N

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IV

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S A

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-2

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IN

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IG

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IF

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35 40

FLOW

AMERICAN RIV

ER

C o n tr a c t_

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SCALE IN FEET

030 30 60 12090

C-203

N

#2 #3

#4 #5

#6

#7 #8

#9

#10

#11

#12

#13

#14 #15

#16

#17

#18 #19 #20

#21

#22

#23 #24

#25 #26

L A

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M

.0

L T

R E

E S

U R

V E

Y D

A T

A

LEGEND:

PROTECTED IN PLACE

ELDERBERRIES TO BE

#28

NUMBER

ELDERBERRIES TAG

SMWSE 24.4’

APPROX

REFERENCE LINE

CONSTRUCTION

TRANSPLANTED

ELDERBERRIES TO BE

IN PLACE SHALL BE PROTECTED IN PLACE AS PER SPEC. SECTION 01 57 20.

ACCORDANCE WITH SPEC. SECTION 01 57 20. ELDERBERRIES IDENTIFIED TO REMAIN

2. ELDERBERRY SHRUBS IDENTIFIED ON THIS PLAN SHALL BE TRANSPLANTED IN

PLACE UNLESS OTHERWISE NOTED.

1. ALL EXISTING TREES WITHIN THE PROJECT LIMITS WILL REMAIN IN

NOTES:

/2

/2

10 10

P lo t s c a le

P lo t d a te

F il e n a m e

D e s ig n f il e n o

D ra w in g C o d e

R e v ie w e d b y

D e s ig n e d b y

D w n b y

D a te

S p e c N o

R e v

S y m b o l

D e s c ri p ti o n

A p p ro v e d

D a te

/R

IC

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R D T

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IK

A

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US Army Corps

S u b m it te d b y

S A

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A N

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NOTES

25’

A B C D

10:1

3:1

2.5:1

(SEE TABLE BELOW)

CREST

LEVEE SEE NOTE 1

EXISTING BENCH

BENCH

RIPARIAN

SOIL COVER

0.5 FT OF

C o n tr a c t_

.d g n

:2

LAR RM 10.0L REFERENCE CROSS SECTION FOR OFFSET/ELEVATION DATA

C-204

A C-202

ELEVATIONS SHOWN ABOVE ARE FOR RELATIVE REFERENCE ONLY - SEE TABLE BELOW FOR ACTUAL ELEVATIONS

COARSE AGGREGATE IN-FILL

C-204

C R

O S

S S

E C

T

IO

N L

A R R

M

.0

L R

E F

E R

E N

SOIL-FILLED QUARRY STONE

LCAND OF LEVEE

REFERENCE LINE

CONSTRUCTION

QUARRY STONE

SMWSE 24.4’

APPROX

STONE PROTECTION

QUARRY STONE AS PER SPEC. NO. 35 31 19

SURFACE ELEVATION IS TO BE SOIL FILLED

7. ALL ROCK ABOVE SUMMER MEAN WATER

THE GIVEN REFERENCE LINE STATIONING.

"BREAKLINE" FEATURE IS NON-EXISTENT AT

6. BLANK ENTRY INDICATES THAT THE SPECIFIED

SURFACES.

FILLED QUARRY STONE AND QUARRY STONE

5. ELEVATIONS GIVEN ARE FOR FINISHED SOIL

REFERENCE LINE UNLESS OTHERWISE NOTED.

PERPENDICULAR TO THE CONSTRUCTION

4. ALL CROSS SECTION OFFSETS ARE MEASURED

VERTICAL DATUM OF 1988 (NAVD-88).

REFERENCED TO THE NORTH AMERICAN

3. ELEVATIONS SHOWN ON THIS SHEET ARE

RIVER.

2. TOP OF REPAIR SHALL BE SLOPED 1%TOWARD

OF EXISTING BENCH.

TOP OF REPAIR TO MATCH ELEVATION OF TOP

1. CONTRACTOR SHALL ADJUST ELEVATION OF

/2

/2 t s c a le

P lo t d a te

F il e n a m e

D e s ig n f il e n o

D ra w in g C o d e

R e v ie w e d b y

D e s ig n e d b y

D w n b y

D a te

S p e c N o

R e v

S y m b o l

D e s c ri p ti o n

A p p ro v e d

D a te

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A N

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H

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C

P K

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-0

-6

C H

IE

F

C

IV

E

N G

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E S S

E C B

S A

C R

A M

E N

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C A

-2

J S

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IN

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C O

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F E

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P1

EASEMENT

CONSTRUCTION

LIMITS OF

P3

P4

(SEE NOTE 1)

PG&E POWERLINES

SCHOOL

ERLEWINE

AMERIC

AN R

IVER

2008 AERIAL IMAGE

P5

P6

6. SPEEDS ON LEVEE ROADS SHALL NOT EXCEED 10 MPH.

RESIDENTIAL STREETS.

5. CONSTRUCTION TRAFFIC IS NOT PERMITTED ON

4. ACCESS ROUTE CAN BE SEEN IN FULL ON SHEET C-200.

TIME.

3. LEVEE ROAD SHALL NOT BE BLOCKED AT ANY

FENCING.

TEMPORARY CONSTRUCTION RAMP AND SECURITY

2. SEE SPECIFICATION SECTION 01 50 02 REGARDING

ACCESS ROAD.

1. AVOID PG&E POWERLINES LOCATED ABOVE LEVEE

C-205

A R

E A

L A

R R

M

.6

L S

IT

E L

IM

IT

S A

N D S

T A

G

IN

G

NOTES

P2

R

IO

B

R A

V O C

IR

C L E

W H

IT

E W

A T E

R W

A Y

LA RI

VIERA DR

PROJECT FOOTPRINT

C o n tr a c t_

.d g n

:3

SCALE IN FEET

0 600450300150 150

TWIN

FALLS

DR

ACCESS ROAD

LEVEE MAINTENANCE

EASEMENT

LIMITS OF CONSTRUCTION

LAR RM 10.0L

STAGING AREA

N

L

IN

D A R

IO

D

R

ROGUE R

IVER D

R

LEVEE A

CCESS

RD (S

EE N

OTE 3

/2

/2

PT. 7

PT. 6

PT. 5

PT. 4

P T

P T

4+0

5+0

7+00

8+0

9+0

10+

12+

3+5

4+5

5+5

6+50

7+50

8+5

9+5

10+

11+

6+00

11+

LAR RM 10.6L CONTROL TABULATION

6744755.69 3+55.00

POINT NORTHING EASTING ELEVATION DESCRIPTION

TO BE SET BY CONTRACTOR

TO BE SET BY CONTRACTOR

TO BE SET BY CONTRACTOR

62.20

TO BE SET BY CONTRACTOR

TO BE SET BY CONTRACTOR1969898.65

1969871.23 6744658.89

1969835.30

1969787.33

1969732.49 6744134.16

1969698.51

1969733.63 6744184.19

1969766.10 6744229.77

101045

101043

101040

1969817.20 6744426.08 61.80

1969843.46 6744592.79

1969876.87 6744656.60 62.10

TO BE SET BY CONTRACTOR

6744526.66

6744331.48

6744038.93

STATION

10+99.53

9+98.42

7+93.62

5+92.63

4+55.60

P lo t s c a le

P lo t d a te

F il e n a m e

D e s ig n f il e n o

D ra w in g C o d e

R e v ie w e d b y

D e s ig n e d b y

D w n b y

D a te

S p e c N o

R e v

S y m b o l

D e s c ri p ti o n

A p p ro v e d

D a te

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IC

H A

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US Army Corps

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C H

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.0

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.6

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.2

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S

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E S

RIPARIAN BENCH

V A

R

IE

S

:1

:1

:1

10:1

10:1

.5 :1

VARIES

FLOW

AMERIC

AN R

IVER

STATION 7+50

START OF TRANSITION

C o n tr a c t_

.d g n

:6

SCALE IN FEET

030 30 60 12090

C-206

B C-206

REFERENCE LINE

CONSTRUCTION

EXISTING BANKLINE

TRANSITION INTO

GRADUALLY TAPER

C-206

INTO EXISTING BANKLINE

GRADUALLY TAPER TRANSITION

STATION 10+61

OF REPAIR AT

DOWNSTREAM LIMIT

STATION 4+50

OF REPAIR AT

UPSTREAM LIMIT

STATION 5+00

START OF TRANSITION

OF RSP

WATERSIDE TOE

N

101045

101043

101040

T O

P O

G R

A P

H Y

L A

R R

M

.6

L S

IT

E P

L A

N A

.5 :1

SMWSE 25.7’

APPROX

NOTES

RESPECTIVE HORIZONTAL AND VERTICAL DATUMS.

MONUMENTS PLACED AT THIS SITE BY THE CONTRACTOR SHALL REFERENCE THESE

2. HORIZONTAL: NAD 83 CA STATE PLANE ZONE 2, VERTICAL: NAVD-88. ANY CONTROL

1. RIPARIAN BENCH SHALL BE CONSTRUCTED AT A 10H:1V SLOPE.

/2

/2 t s c a le

P lo t d a te

F il e n a m e

D e s ig n f il e n o

D ra w in g C o d e

R e v ie w e d b y

D e s ig n e d b y

D w n b y

D a te

S p e c N o

R e v

S y m b o l

D e s c ri p ti o n

A p p ro v e d

D a te

/R

IC

H A

R D T

O R

B

IK

A

B of Engineers

US Army Corps

S u b m it te d b y

S A

C R

A M

E N

T O R

IV

E R B

A N

K P

R O

T E

C T

IO

N P

R O J E

C T

B S

H

H P

C

P K

H

-0

-6

C H

IE

F

C

IV

E

N G

R D

E S S

E C B

S A

C R

A M

E N

T O

C A

-2

J S

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T

IN

-H

O U

S E D

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IG

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A C

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S A

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IF

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C O

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F E

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PT. 7

PT. 6

PT. 5

PT. 4

P T

P T

4+0

5+0

7+00

8+0

9+0

10+

12+

3+5

4+5

5+5

6+50

7+50

8+5

9+5

10+

11+

6+00

11+

FLOW

AMERIC

AN R

IVER

C o n tr a c t_

.d g n

:6

SCALE IN FEET

030 30 60 12090

REFERENCE LINE

CONSTRUCTION

C-207

N

101045

101043

101040

#27

#28

#29

#30

#31

#32

#33

#34

#35

#36 #37

#38

#39

#40

#41

#42 #43

#44

#45

#46

#47 #48

#49 #50

#51 #52 #53

#54

#55 #56

#57

#58

#59

#60

#61#62 #63

#64

#65

#66

#67

LEGEND:

PROTECTED IN PLACE

ELDERBERRIES TO BE

TRANSPLANTED

ELDERBERRIES TO BE

#28

NUMBER

ELDERBERRIES TAG

L A

R R

M

.6

L T

R E

E S

U R

V E

Y D

A T

A

SMWSE 25.7’

APPROX

IN PLACE SHALL BE PROTECTED IN PLACE AS PER SPEC. SECTION 01 57 20.

ACCORDANCE WITH SPEC. SECTION 01 57 20. ELDERBERRIES IDENTIFIED TO REMAIN

2. ELDERBERRY SHRUBS IDENTIFIED ON THIS PLAN SHALL BE TRANSPLANTED IN

PLACE UNLESS OTHERWISE NOTED.

1. ALL EXISTING TREES WITHIN THE PROJECT LIMITS WILL REMAIN IN

NOTES:

/2

/2

P lo t s c a le

P lo t d a te

F il e n a m e

D e s ig n f il e n o

D ra w in g C o d e

R e v ie w e d b y

D e s ig n e d b y

D w n b y

D a te

S p e c N o

R e v

S y m b o l

D e s c ri p ti o n

A p p ro v e d

D a te

/R

IC

H A

R D T

O R

B

IK

A

B of Engineers

US Army Corps

S u b m it te d b y

S A

C R

A M

E N

T O R

IV

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A N

K P

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T E

C T

IO

N P

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C T

B S

H

H P

C

P K

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-6

C H

IE

F

C

IV

E

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E S S

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S A

C R

A M

E N

T O

C A

-2

J S

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T

IN

-H

O U

S E D

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N S

A C

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M E

N T

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IS

T R

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T

S A

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A M

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T O

C A

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IF

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N

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C O

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F E

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.2

L

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10:1

2.5:1

3:1

NOTES

C o n tr a c t_

.d g n

:2

C R

O S

S S

E C

T

IO

N

L A

R R

M

.6

L R

E F

E R

E N

ELEVATIONS SHOWN ABOVE ARE FOR RELATIVE REFERENCE ONLY - SEE TABLE BELOW FOR ACTUAL ELEVATIONS

A D E F

BENCH

RIPARIAN

EXISTING BENCH

CREST

LEVEE

QUARRY STONE

SOIL COVER

0.5 FT OF

C-208

25’

LAR RM 10.6L REFERENCE CROSS SECTION FOR OFFSET/ELEVATION DATA

C-208

B C-205

SOIL-FILLED QUARRY STONE

COARSE AGGREGATE IN-FILL

AND OF LEVEE

REFERENCE LINE

CONSTRUCTION

LC

PER SPEC. NO. 35 31 19 STONE PROTECTION.

ELEVATION IS TO BE SOIL FILLED QUARRY STONE AS

7. ALL ROCK ABOVE SUMMER MEAN WATER SURFACE

DOWNSTREAM TRANSITION TO THE EXISTING GROUND.

6. UPPER BENCH IS A FEATURE PRESENT ONLY AT THE

REFERENCE LINE STATIONING.

"BREAKLINE" FEATURE IS NON-EXISTENT AT THE GIVEN

5. BLANK ENTRY INDICATES THAT THE SPECIFIED

QUARRY STONE AND QUARRY STONE SURFACES.

4. ELEVATIONS GIVEN ARE FOR FINISHED SOIL FILLED

UNLESS OTHERWISE NOTED.

PERPENDICULAR TO THE CONSTRUCTION REFERENCE LINE

3. ALL CROSS SECTION OFFSETS ARE MEASURED

(NAVD-88).

TO THE NORTH AMERICAN VERTICAL DATUM OF 1988

2. ELEVATIONS SHOWN ON THIS SHEET ARE REFERENCED

REPAIR TO MATCH ELEVATION OF EXISTING BENCH.

1. CONTRACTOR SHALL ADJUST ELEVATION OF TOP OF

SMWSE 25.7’

APPROX

/2

/2 t s c a le

P lo t d a te

F il e n a m e

D e s ig n f il e n o

D ra w in g C o d e

R e v ie w e d b y

D e s ig n e d b y

D w n b y

D a te

S p e c N o

R e v

S y m b o l

D e s c ri p ti o n

A p p ro v e d

D a te

/R

IC

H A

R D T

O R

B

IK

A

B of Engineers

US Army Corps

S u b m it te d b y

S A

C R

A M

E N

T O R

IV

E R B

A N

K P

R O

T E

C T

IO

N P

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C T

B S

H

H P

C

P K

H

-0

-6

C H

IE

F

C

IV

E

N G

R D

E S S

E C B

S A

C R

A M

E N

T O

C A

-2

J S

T R

E E

T

IN

-H

O U

S E D

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IG

N S

A C

R A

M E

N T

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IS

T R

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T

S A

C R

A M

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C A

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O R

N

IA

C O

R P

S O

F E

N G

IN

E E

R S

D E

P A

R T

M E

N T O

F T

H E A

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Y

Sacramento District number:

reference

Sheet

/2

/2

Sheet of 35FINAL

F E

A T

H E

R R

IV

E R R

M .0

L

L O

W E

R A

M E

R

IC

A N R

IV

E R R

M

.0

L

.6

L

S A

C R

A M

E N

T O R

IV

E R R

M

.2

L

F Y E

R O

S

IO

N R

E P

A

IR

S

IT

E S

NOTES

C o n tr a c t_

.d g n

:2

SCALE IN FEET

0 400300200100 100

FOOTPRINT

PROJECT

CONSTRUCTION EASEMENT

LIMITS OF

P1

T O H

W Y

P3

DATUM: NAVD-88.

5. HORIZONTAL DATUM: NAD 83 CA STATE PLANE ZONE 2; VERTICAL

GATE FROM THE CONTRACTING OFFICER.

4. CONTRACTOR CAN OBTAIN KEY, IF NEEDED, FOR LEVEE ACCESS

RAMP CONSTRUCTION.

3. SEE SPECIFICATION SECTION 01 50 02 REGARDING TEMPORARY

NOT DRIVE OVER THE PIPE.

PASSES THROUGH THE LEVEE. CONSTRUCTION TRAFFIC SHALL

2. INLET STRUCTURE INCLUDES A BURIED PIPE THAT

1. GATE SHALL NOT BE BLOCKED AT ANY TIME.

2008 AERIAL IMAGERY

ACCESS ROAD

LEVEE MAINTENANCE

C-300

N

S T

A G

IN

G A

R E

A F

H R R

M .0

L S

IT

E L

IM

IT

S

A C

C E

S S

A

STAGING AREA

/2

/2

P5

P2

(SEE NOTE 2)

INLET STRUCTURE

(SEE NOTE 3)

TEMPORARY RAMP

(SEE NOTE 3)

TEMPORARY RAMP

STAGING AREA

RI

VERFE

ATHER

GARDEN HWY

RIO LA PAZ GOLF COURSE

TO PROJECT SITE

HAUL ROUTE

(SEE NOTE 4)

GATE

P4

-5

-5

-5

10 10

15 15

202020

30 30

404040

FHR RM 7.0L CONTROL TABULATION

6671974.30 12+27.73

POINT NORTHING EASTING ELEVATION DESCRIPTION

TO BE SET BY CONTRACTOR

TO BE SET BY CONTRACTOR

TO BE SET BY CONTRACTOR

54.33

TO BE SET BY CONTRACTOR

TO BE SET BY CONTRACTOR

6672012.48

2082264.33

2082359.20

2082500.64 6672221.77

2082596.02

2081992.27 6672064.34

2082205.04 6672139.32

2082455.39 6672221.63 54.70

TO BE SET BY CONTRACTOR

6672179.83

6672245.92

54.07

2081801.03

2081891.36

6672147.55

STATION

11+29.67

6+32.78

7+32.99

4+85.26

3+86.86

P lo t s c a le

P lo t d a te

F il e n a m e

D e s ig n f il e n o

D ra w in g C o d e

R e v ie w e d b y

D e s ig n e d b y

D w n b y

D a te

S p e c N o

R e v

S y m b o l

D e s c ri p ti o n

A p p ro v e d

D a te

/R

IC

H A

R D T

O R

B

IK

A

B of Engineers

US Army Corps

S u b m it te d b y

S A

C R

A M

E N

T O R

IV

E R B

A N

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R O

T E

C T

IO

N P

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C T

B S

H

H P

C

P K

H

-0

-6

C H

IE

F

C

IV

E

N G

R D

E S S

E C B

S A

C R

A M

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T O

C A

-2

J S

T R

E E

T

IN

-H

O U

S E D

E S

IG

N S

A C

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N T

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IS

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IC

T

S A

C R

A M

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C A

L

IF

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IA

C O

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F E

N G

IN

E E

R S

D E

P A

R T

M E

N T O

F T

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Sacramento District number:

reference

Sheet

/2

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Sheet of 35FINAL

F E

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H E

R R

IV

E R R

M .0

L

L O

W E

R A

M E

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IC

A N R

IV

E R R

M

.0

L

.6

L

S A

C R

A M

E N

T O R

IV

E R R

M

.2

L

F Y E

R O

S

IO

N R

E P

A

IR

S

IT

E S

:1

V A

R

IE

S

:1

10:1 10:1

.5 :1

.5 :1

.5 :1

V A

R

IE

S

P T

P T

P T

P T

P T

P T

:1

V A

R

IE

S

V A

R

IE

S

.5 :1

V A

R

IE

S

FLOW

FEATHER RIVER STATION 12+72

OF REPAIR AT

UPSTREAM LIMIT

STATION 3+85

OF REPAIR AT

DOWNSTREAM LIMIT

OF REPAIR

LANDSIDE LIMIT

EDGE OF ROAD

REFERENCE LINE

CONSTRUCTION

C o n tr a c t_

.d g n

:6

SCALE IN FEET

030 30 60 12090

C-302

C C-301

ROCK

EXISTING BANKLINE AND

GRADUALLY TAPER INTO

ROCK

EXISTING BANKLINE AND

GRADUALLY TAPER INTO

C-301

N

T O

P O

G R

A P

H Y

F H

R R

M .0

L S

IT

E P

L A

N A

1501 1502

:1

RIPARIAN BENCH

SMWSE 20.8’

APPROX

NOTES

HORIZONTAL AND VERTICAL DATUMS.

SITE BY THE CONTRACTOR SHALL REFERENCE THESE RESPECTIVE

VERTICAL: NAVD-88. ANY CONTROL MONUMENTS PLACED AT THIS

3. HORIZONTAL: NAD83 CA STATE PLANE ZONE 2 AND

A 10H:1V SLOPE.

2. UNDULATING RIPARIAN BENCH SHALL BE CONSTRUCTED AT

AND MATERIALS.

1. REFER TO DRAWINGS C-302 FOR TYPICAL CROSS SECTION

/2

/2 t s c a le

P lo t d a te

F il e n a m e

D e s ig n f il e n o

D ra w in g C o d e

R e v ie w e d b y

D e s ig n e d b y

D w n b y

D a te

S p e c N o

R e v

S y m b o l

D e s c ri p ti o n

A p p ro v e d

D a te

/R

IC

H A

R D T

O R

B

IK

A

B of Engineers

US Army Corps

S u b m it te d b y

S A

C R

A M

E N

T O R

IV

E R B

A N

K P

R O

T E

C T

IO

N P

R O J E

C T

B S

H

H P

C

P K

H

-0

-6

C H

IE

F

C

IV

E

N G

R D

E S S

E C B

S A

C R

A M

E N

T O

C A

-2

J S

T R

E E

T

IN

-H

O U

S E D

E S

IG

N S

A C

R A

M E

N T

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IS

T R

IC

T

S A

C R

A M

E N

T O

C A

L

IF

O R

N

IA

C O

R P

S O

F E

N G

IN

E E

R S

D E

P A

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M E

N T O

F T

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Sacramento District number:

reference

Sheet

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Sheet of 35FINAL

F E

A T

H E

R R

IV

E R R

M .0

L

L O

W E

R A

M E

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IC

A N R

IV

E R R

M

.0

L

.6

L

S A

C R

A M

E N

T O R

IV

E R R

M

.2

L

F Y E

R O

S

IO

N R

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A

IR

S

IT

E S

7#

9#

6#

2#

0#

8#

4# 2 #

6 #

-5

-5

-5

20 20

FLOW

FEATHER RIVER

EDGE OF ROAD

RIPARIAN BENCH

REFERENCE LINE

CONSTRUCTION

C o n tr a c t_

.d g n

:6

SCALE IN FEET

030 30 60 12090

C-302

N

1501 1502

D A

T A

F H

R R

M .0

L T

R E

E S

U R

V

Y

SMWSE 20.8’

APPROX

TREE TO BE REMOVED #25

STONE PROTECTION AND 01 57 20 ENVIRONMENTAL PROTECTION.

NOTED, OR SPECIFIED BY CONTRACTING OFFICER, AS PER SPEC. NO. 35 31 19

PRESERVED AND PROTECTED IN PLACE UNLESS OTHERWISE

TREE AND TREE TAG # REFERS TO INVENTORIED TREES TO BE

NOTE: #25 TREE AND TAG #

/2

/2

-10

-10

P lo t s c a le

P lo t d a te

F il e n a m e

D e s ig n f il e n o

D ra w in g C o d e

R e v ie w e d b y

D e s ig n e d b y

D w n b y

D a te

S p e c N o

R e v

S y m b o l

D e s c ri p ti o n

A p p ro v e d

D a te

/R

IC

H A

R D T

O R

B

IK

A

B of Engineers

US Army Corps

S u b m it te d b y

S A

C R

A M

E N

T O R

IV

E R B

A N

K P

R O

T E

C T

IO

N P

R O J E

C T

B S

H

H P

C

P K

H

-0

-6

C H

IE

F

C

IV

E

N G

R D

E S S

E C B

S A

C R

A M

E N

T O

C A

-2

J S

T R

E E

T

IN

-H

O U

S E D

E S

IG

N S

A C

R A

M E

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IS

T R

IC

T

S A

C R

A M

E N

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C A

L

IF

O R

N

IA

C O

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S O

F E

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IN

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F T

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Sacramento District number:

reference

Sheet

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Sheet of 35FINAL

F E

A T

H E

R R

IV

E R R

M .0

L

L O

W E

R A

M E

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IC

A N R

IV

E R R

M

.0

L

.6

L

S A

C R

A M

E N

T O R

IV

E R R

M

.2

L

F Y E

R O

S

IO

N R

E P

A

IR

S

IT

E S

10:1

2.5:1

25’

B C D

OFFSET (SEE TABLE BELOW)

SLOPE VARIES

CREST

LEVEE

EXISTING BENCH

BENCH

RIPARIAN

QUARRY STONE

C o n tr a c t_

.d g n

:2

ELEVATIONS SHOWN ABOVE ARE FOR RELATIVE REFERENCE ONLY - SEE TABLE BELOW FOR ACTUAL ELEVATIONS

C R

O S

S S

E C

T

IO

N

F H

R R

M .0

L R

E F

E R

E N

C-303

C-301

FHR RM 7.0L REFERENCE CROSS SECTION FOR OFFSET/ELEVATION DATA

SOIL COVER

0.5 FT OF

C-303

LCAND OF LEVEE

REFERENCE LINE

CONSTRUCTION

NOTES:

A

COARSE AGGREGATE IN-FILL

SOIL-FILLED QUARRY STONE

FILLED QUARRY STONE AS PER SPEC. NO. 35 31 19 STONE PROTECTION.

7. ALL ROCK ABOVE SUMMER MEAN WATER SURFACE ELEVATION IS TO BE SOIL

OF 1988 (NAVD-88).

6. ELEVATIONS ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM

5. TOP OF REPAIR SHALL BE SLOPED 1% TOWARD RIVER.

ELEVATION OF TOP OF EXISTING BENCH.

4. CONTRACTOR SHALL ADJUST ELEVATION OF TOP OF REPAIR TO MATCH

NON-EXISTENT AT THE GIVEN REFERENCE LINE STATIONING.

3. BLANK ENTRY INDICATES THAT THE SPECIFIED "BREAKLINE" FEATURE IS

2. ELEVATIONS GIVEN ARE FOR FINISHED LEVEE REPAIR SURFACES.

CONSTRUCTION REFERENCE LINE UNLESS OTHERWISE NOTED.

1. ALL CROSS SECTION OFFSETS ARE MEASURED PERPENDICULAR TO THE

SMWSE 20.8’

APPROX

/2

/2 t s c a le

P lo t d a te

F il e n a m e

D e s ig n f il e n o

S u b m it te d b y

R e v ie w e d b y

D e s ig n e d b y

D a te

R e v

S y m b o l

D e s c ri p ti o n

A p p ro v e d

D a te

-0

-6

P K

H

H P

C

B S

H

S A

C R

A M

E N

T O R

IV

E R B

A N

K P

R O

T E

C T

IO

N P

R O J E

C T

S A

C R

A M

E N

T O

C A

-2

J S

T R

E E

T

IN

-H

O U

S E D

E S

IG

N

S A

C R

A M

E N

T O D

IS

T R

IC

T

/R

IC

H A

R D T

O R

B

IK

S p e c N o

D ra w in g C o d e

D w n b y number:

reference

Sheet

S A

C R

A M

E N

T O

C A

L

IF

O R

N

IA

C O

R P

S O

F E

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E E

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D E

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F T

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Sacramento District of Engineers

US Army Corps

Sheet of 35

A

B

C

4 3 2 1

F E

A T

H E

R R

IV

E R R

M .0

L

L O

W E

R A

M E

R

IC

A N R

IV

E R R

M

.0

L

.6

L

S A

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A M

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N.T.S.

N.T.S.

N.T.S.

SEE SPEC. NO. 35 41 13 IN-STREAM WOOD MATERIAL

AND FASCINE PLACEMENT

IN-STREAM WOOD ANCHORING

SECTION A-A’

FOR TYPICAL RIPARIAN BENCH

IN-STREAM WOOD PLACEMENT

DETAIL

SEE SPEC. NO. 35 41 13 IN-STREAM WOOD MATERIAL

FASCINE

DETAIL

FLOW

C-500

V A

R

IE

S U

P P

E R S

L O

P E

V A

R

IE

S L

O W

E R S

L O

P E

V A

R

IE

S S

L O

P E

B E

N C

H R

IP

A R

IA

N

SHALL BE 6 FT.

LENGTH OF BUNDLED FASCINE

20-25 FT

IWM SPACING

APPROXIMATE

15 FT

FASCINE SPACING

APPROXIMATE

C-500

(SEE DETAIL THIS SHEET FOR ANCHORING)

PLACED ON THE DOWNSTREAM SIDE OF TREES.

FASCINES ARE TO BE ANGLED WITH AND

WHERE FASCINES ARE NEXT TO TREES,

WITHIN QUARRY STONE SURFACE.

FASCINES TO BE PLACED AT 15 FT SPACING

SOIL COVER

0.5 FT OF

QUARRY STONE

SOIL-FILLED

QUARRY STONE

SURFACE ELEVATION

SUMMER MEAN WATER

25� - 35� DOW

ANGLE TREES

LEVEE CREST

(SEE DETAIL THIS SHEET FOR ANCHORING)

ALTERNATING GROUPS OF 3 AND 5 TREES.

TO BE PLACED AT 5-10 FT SPACING WITHIN RIPARIAN BENCH

10"-24" DIAMETER AT BREAST HEIGHT

IN-STREAM WOOD (IWM) 23-35 FT IN LENGTH AND

LP-101

A

A’

IN-FILL

COARSE AGGREGATE

TIE EVERY 2 FT

SOIL-FILLED QUARRY STONE.

INTO QUARRY STONE AND

ANCHOR IWM 1/2 OF TREE LENGTH

CUTTINGS

12 WILLOW (SALIX EXIGUA)

IN

S

T R

E A

M W

O O

D M

A T

E R

IA

L D

E T

A

IL

S

N A

C o n tr a c t_

.d g n

C-500C-500

RIPARIAN BENCH

TO THE MAXIMUM EXTENT POSSIBLE.

THE IWM WITH THE COARSE AGGREGATE IN-FILL

CONTRACTOR SHALL FILL THE VOIDS AROUND

COARSE AGGREGATE IN-FILL LAYER.

IWM SHALL BE INSTALLED PRIOR TO THE

NOTE:

ANGLE TREES 10� -

SIDE OF TREES.

TREES, PLACE ON THE DOWNSTREAM

WHERE FASCINES ARE NEXT TO

ANGLE FASCINES 20° - 30°.

OF THE RIPARIAN BENCH,

QUARRY STONE AT THE TOE

ANCHOR FASCINES 4 FT INTO

/2

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C-500C-101 t s c a le

P lo t d a te

F il e n a m e

D e s ig n f il e n o

S u b m it te d b y

R e v ie w e d b y

D e s ig n e d b y

D a te

R e v

S y m b o l

D e s c ri p ti o n

A p p ro v e d

D a te

-0

-6

P K

H

H P

C

B S

H

S A

C R

A M

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T O R

IV

E R B

A N

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R O

T E

C T

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N P

R O J E

C T

S A

C R

A M

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T O

C A

-2

J S

T R

E E

T

IN

-H

O U

S E D

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N

S A

C R

A M

E N

T O D

IS

T R

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S p e c N o

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D w n b y number:

reference

Sheet

S A

C R

A M

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C O

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Sacramento District of Engineers

US Army Corps

Sheet of 35

A

B

C

4 3 2 1

F E

A T

H E

R R

IV

E R R

M .0

L

L O

W E

R A

M E

R

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A N R

IV

E R R

M

.0

L

.6

L

S A

C R

A M

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.2

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FINAL

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REVEGETATION SIGN - TYPE 1

DETAIL

N.T.S.

FINISHED GRADE

CONCRETE FOOTING

ON-SITE REVEGETATION

IN PROGRESS

TOP VIEW

ELEVATION SECTION

.5

CLEAR, TYPICAL

MINIMUM .17’

LETTERING (BLACK)

.08’ HELVETICA MEDIUM

MINIMUM .01’ THICK

SHEET METAL SIGN PLATE,

NEW, HOT-DIPPED, GALVANIZED

.2

NUT, SHALL BE CUT AND REMOVED AFTER INSTALLATION.

3. ALL EXPOSED BOLT THREADS, EXTENDING BEYOND

WHITE BACKGROUND.

2. SIGN SHALL BE PAINTED WITH BLACK LETTERING ON

1. PAINT SHALL BE ENAMEL BASE, FSTT-E-2784,TYPE III.

NOTES:

DEPARTMENT OF WATER RESOURCES

SEE TABLE)

(INSERT APPROPRIATE AGENCY

USACE

2.50’

1.25’1.25’

2.50’

0.5’

0.10’

.2

0.17’

BOLTS WITH NUTS AND WASHERS

0.04’ M GALVANIZED

LETTERING (BLACK)

0.17’ HELVETICA BOLD

BLACK STRIPE

0.04’ BORDER

CHANNEL SECTION STEEL

.25’ X .12’ NEW GALVANIZED

.5

RD 1000SAC RM 77.2L

RESOURCE AGENCY SITE

ARFCDLAR RM 10.6L

ARFCDLAR RM 10.0L

RD 1001 FHR RM 7.0L

C-501

C-501

C-501C-101 n tr a c t_

.d g n

N A

R E

V E

G E

T A

T

IO

N S

IG

N D

E T

A

IL

S /2

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P lo t d a te

F il e n a m e

D e s ig n f il e n o

S u b m it te d b y

R e v ie w e d b y

D e s ig n e d b y

D a te

R e v

S y m b o l

D e s c ri p ti o n

A p p ro v e d

D a te

-0

-6

P K

H

H P

C

B S

H

S A

C R

A M

E N

T O R

IV

E R B

A N

K P

R O

T E

C T

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N P

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C T

S A

C R

A M

E N

T O

C A

-2

J S

T R

E E

T

IN

-H

O U

S E D

E S

IG

N

S A

C R

A M

E N

T O D

IS

T R

IC

T

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H A

R D T

O R

B

IK

S p e c N o

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D w n b y number:

reference

Sheet

S A

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C O

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Sacramento District of Engineers

US Army Corps

Sheet of 35

A

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4 3 2 1

F E

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L

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W E

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A N R

IV

E R R

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.0

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FINAL

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-1

-5

-5

-5

-5

-5

SCALE IN FEET

2008 TOPOGRAPHY

RIVER

SACRAMENTO

CP-D3

GARDEN HIGHWAY

CP-D2

35CP-D1

REFERENCE LINE D

CONSTRUCTION

ZONE 1 PLANTING

ZONE 2 PLANTING

ZONE 3 PLANTING

LP-100

0 100’50’

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D e s ig n f il e n o

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D w n b y number:

reference

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Sacramento District of Engineers

US Army Corps

Sheet of 35

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AND SPEC. NO. 32 93 00 PLANTING

SEE PLANTING DETAILS, SHEET LP-500

REVEGETATION NOTES:

PLANTING ZONES - TYPICAL SECTION SAC RM 77.2L

ZONE 3

20’

QUARRY STONE

RIVER BED

QUARRY STONE

SOIL-FILLED

FENCE

BEAVER

SOIL COVER

0.5 FT OF

IN-FILL

COARSE AGGREGATE

SEEDING.

EACH ZONE AS INDICATED IN SPEC. NO. 32 92 19

1. DISTRIBUTE SEED MIXES EVENLY THROUGHOUT

ZONE 1ZONE 2

LP-501

LP-101

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-10

-15

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-30

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LP-101

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APPROX SMWSE

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AMERIC

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3+00

4+00

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8+00

9+00

10+00

11+00

2+50

3+50

4+50

5+50

6+50

7+50

8+50

9+50

10+50

11+50

LEVEE ROAD

LP-

LP-

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C-531LP-200

LP-200

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SCALE IN FEET

N

WOODY MATERIAL

IN-STREAM

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REVEGETATION SIGN TYPE 1

LEGEND

ZONE 1 PLANTING

ZONE 2 PLANTING

ZONE 3 PLANTING

ON SHOWN ON SHEET C-500

IWN TYP INSTALLED AS SHOWN

BEAVER BARRIER FENCE

REVEGETATION SIGN TYPE 1

CONSTRUCTION REFERENCE LINE

SHOWN ON SHEET C-500

INSTALLED 15’ OC AS

FASCINE BUNDLES TYP

TOE OF FILL

APPROX SMWSE

EDGE OF

C-531LP-200

P lo t s c a le

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F il e n a m e

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reference

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APPROX SMWSE

QUARRY STONE

SOIL-FILLED QUARRY STONE

0.5 FT SOIL COVER

GROUND

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APPROX SMWSE

ZONE 1

ZONE 2ZONE 3

2.5

P lo t s c a le

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Sacramento District number:

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LP-201C-500

C-500LP-201

LP-201LP-501

FROM 2 FT TO 4 FT ABOVE SMWSE

RIPARIAN BENCH ELEVATION VARIES

FROM 2 FT TO 4 FT ABOVE SMWSE

RIPARIAN BENCH ELEVATION VARIES

FASCINE BUNDLE

IWM

FASCINE BUNDLE

IWM

08 8 16 24 32

CROSS SECTION @ STA 4+75

CROSS SECTION @ STA 7+00

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LP-201C-500

BEAVER BARRIER FENCE

LP-201LP-501

LP-2

LP-2

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3+0

4+00

5+00

6+00

7+00

8+00

9+00

10+

11+

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4+50

5+50

6+50

7+50

8+50

9+50

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AMERIC

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35 40

P lo t s c a le

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n tr a c t_

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SCALE IN FEET

030 30 60 12090

LP-202

N

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C-501LP-202

C-501LP-202

REVEGETATION SIGN TYPE 1

REVEGETATION SIGN TYPE 1

LEGEND

ZONE 1 PLANTING

ZONE 2 PLANTING

ZONE 3 PLANTING

LEVEE R

OAD

APPROX SMWSE

EDGE OF

RIPARIAN BENCH

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QUARRY STONE

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APPROX SMWSE

QUARRY STONE

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