Attachment 2 - Plans.pdf

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6-04-2294G-001.dwg

ISSUE DATE:

US Army Corps of Engineers

SOLICITATION NO.:

CONTRACT NO.:

Sacramento District

W91238-XX-X-XXXX

8 OCTOBER 2021

W91238-XX-X-XXXX

SACRAMENTO COUNTY, CALIFORNIA

ARCF (WRDA 2016) SACRAMENTO RIVER

EROSION PROTECTION CONTRACT 1, RIVER MILE 55.2L

P2: 456852

APPROVED FOR PUBLIC RELEASE. DISTRIBUTION UNLIMITED

DISTRIBUTION STATEMENT A

PREPARED UNDER THE DIRECTION OF:

USACE SACRAMENTO SIGNATURE BLOCK

Col. Corps of Engineers, Sacramento District

Chief, Engineering Division

Chief, Design Branch

APPROVED BY:

APPROVED FUNCTIONAL ADEQUACY:

James J. Handura

/s/ Rick Poeppelman P.E.

/s/ Will Hall P.E.

This project was designed by the Sacramento District of the U. S. Army Corps of Engineers.The initials or signatures and registration designations of individuals appear on these project documents within the scope of their employment as required by ER 1110-1-8152

6-04-2294G-001.dwg

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6-04-2294G-002.dwg

1. GENERAL NOTES ARE APPLICABLE FOR ALL SITES UNDER FILE NO. 01-04-0647.

2.

3.

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

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

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

SEGMENT UNLESS OTHERWISE NOTED.

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

SUBJECT TO REVISIONS TO CONFORM TO CHANGED SITE CONDITIONS (SEE SPECIFICATION SECTIONS

35 42 38.00 41 FOR SPECIFIC DETAILS).

CROSS SECTION LETTER

REFERENCE CROSS SECTION SHEET

REFERENCE SHEET

DETAIL NUMBER

DETAIL SHEET

REFERENCE SHEET (FIRST REFERENCE, MAY BE MULTIPLE REFERENCES)

3. OVERBANK TOPOGRAPHY ALONG WITH UPSTREAM AND DOWNSTREAM TOPO WAS DEVELOPED FROM 2020

SURVEY BY CALIFORNIA DEPARTMENT OF WATER RESOURCES (DWR) GEOMATICS.

2. ELEVATIONS ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD-88), FEET.

4. CHANNEL BATHYMETRY WAS DEVELOPED FROM DATA COLLECTED IN 2020 BY CALIFORNIA DEPARTMENT OF WATER RESOURCES (DWR) GEOMATICS.

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

DESIGN ELEVATIONS WITHIN THE PROJECT FOOTPRINT.

6. AERIAL PHOTOGRAPHY WAS OBTAINED DURING THE MONTH OF MAY 2019 AND REFLECTS FIELD CONDITIONS

AT THAT TIME.

7. PERMANENT CONTROL MONUMENTS FOR EACH SITE ARE SHOWN ON THE SITE ACCESS MAPS AND SITE PLAN AND TOPOGRAPHY SHEETS AS , ALONG WITH CONTROL COORDINATE TABULATIONS, ELEVATIONS AND DESCRIPTIONS.

8. TEMPORARY, CONSTRUCTION REFERENCE LINES, TO BE SET BY THE CONTRACTOR.

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

- CONTROL POINT

- ALUMINUM CAP

- SURVEY MARKER AND WASHER

- NOT TO SCALE

- ELEVATION

- FEET

- LEFT BANK LOOKING DOWNSTREAM (I.E. SAC RM 16.8L)

- RIGHT BANK LOOKING DOWNSTREAM

- IN-STREAM WOOD MATERIAL

- SLOPE REFERENCE (HORIZONTAL:VERTICAL SLOPE RATIO)

- CACHE SLOUGH

- STEAMBOAT SLOUGH

- SACRAMENTO RIVER

- RIVER MILE

- CONSTRUCTION REFERENCE LINE

- SPECIFICATION NUMBER

- STATION

- SUMMER MEAN WATER SURFACE ELEVATION

- ACRE

- SQUARE FEET

- GALLON

- INCH

- DIAMETER

- HEXAGON

- MODULE

- VARIETY

- MULTIPLE SPECIES OF SAME GENUS

- SALIX

- POUNDS

-PRIVATELY OWNED VEHICLE

-AMERICAN RIVER SOUTH

-EXISTING GRADE

-FINISH GRADE

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ARS

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1. CONSTRUCTION IS ONLY PERMITTED FROM WATERSIDE OF THE LEVEE VIA BARGE ACCESS.

2. LAND ACCESS FROM UPSTREAM PROPERTY IS NOT ALLOWED. ONLY POV ACCESS FROM DOWNSTREAM IS ALLOWED AS SHOWN ON

SHEET G-003.

3. TEMPORARY FACILITIES ARE NOT ALLOWED ON LAND SIDE.

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

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

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

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

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

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

5. ALL CROSS SECTIONS ARE SHOWN LOOKING DOWNSTREAM.

6. CONTRACTOR IS STRICTLY PROHIBITED FROM OPERATING ON LEVEE SLOPES. LEVEE SLOPES UNDER THIS CONTRACT SHALL NOT BE CUT

IN ORDER TO PROVIDE CONSTRUCTION RAMPS. IF REQUIRED TEMPORARY CONSTRUCTION ACCESS RAMPS MAY BE CONSTRUCTED DOWN

THE WATERSIDE FACE OF THE LEVEE WITH IMPORTED EARTH MATERIALS. WHEN TEMPORARY RAMPS ARE NO LONGER REQUIRED, AND PRIOR TO THE FLOOD SEASON (NOVEMBER 1 THROUGH APRIL 15), ALL TEMPORARY RAMPS SHALL BE REMOVED AND THE MATERIALS

DISPOSED OF BY THE CONTRACTOR. ANY TEMPORARY EARTHWORK ASSOCIATED WITH CONSTRUCTION MUST BE APPROVED BY THE

CONTRACTING OFFICER (SEE SPECIFICATION SECTION 01 50 00.00 14).

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

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

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

8. BARGE ACCESS TO SITE AND COORDINATION WITH DRAW BRIDGE AUTHORITY IS THE RESPONSIBILITY OF THE CONTRACTOR.

SACRAMENTO COUNTY DEPARTMENT OF TRANSPORTATION (SACDOT) OPERATES MOVEABLE BRIDGES OVER THE SACRAMENTO RIVER.

CALL RIO VISTA BRIDGE, PHONE NUMBER: (707)-374-2134

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

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

CONTRACTING OFFICER.

10. SHRUBS AND TREES ARE PRESENT AT THE SAC RM 55.2L SITE. FOR INFORMATION ON THE PROTECTION OF SHRUBS, TREES, AND

OTHER ENVIRONMENTAL RESOURCES, SEE SPECIFICATION SECTION 01 57 19.00 14, ENVIRONMENTAL PROTECTION.

11. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH THE LEVEE MAINTAINING AGENCY FOR THE REMOVAL OF PRIVATE DOCKS

IF PRESENT DURING CONSTRUCTION WITHIN THE CONSTRUCTION EASEMENT LIMIT SHOWN ON SHEET G-101. CALL SACRAMENTO AREA

FLOOD CONTROL AGENCY (SAFCA) AT (916)-874-7606

12. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH THE CITY OF SACRAMENTO DEPARTMENT OF UTILITIES FOR ANY

DISRUPTIONS TO THE EXISTING STORM DRAIN PIPE AND EXISTING OUTFALL STRUCTURE WHICH MAY IMPEDE OPERATION OF THE PUMP

STATION DURING CONSTRUCTION. ADDITIONALLY, THE CONTRACTOR SHALL COORDINATE OPERATIONS OF THE PUMP STATION SO IT DOES

NOT START UP AND INTERFERE WITH CONSTRUCTION. CALL CITY OF SACRAMENTO DEPARTMENT OF UTILITIES AT (916)-808-5454

A

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ABBREVIATIONS

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POV ACCESS ROUTE

GENERAL NOTES

1. FOLLOW LEVEE ACCESS ROAD SOUTH TO THE RAMP LEADING TO PIEDMONT DR..

2. POV ACCESS GATE AT PIEDMONT DR. WILL LEAD TO THE RAMP PROVIDING ACCESS TO

LEVEE ROAD. EXISTING ACCESS GATE SECURES RIGHT OF ENTRY. THE EXISTING ACCESS

GATE IS LOCATED JUST NORTH OF INTERSECTION BETWEEN YACHT CIR. AND PIEDMONT

DR.. ACCESS THROUGH WESTIN HOTEL IS STRICTLY PROHIBITED.

3. CONTRACTOR IS RESPONSIBLE FOR ENSURING STATIONING STAKES ARE PROTECTED

FROM DAMAGES DUE TO TRAFFIC IN AND OUT OF THE POV PARKING AREA.

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GENERAL NOTES

1. CLOSE LEVEE ACCESS ROAD TO PUBLIC. CONTRACTOR TO PROVIDE CLOSURE SIGNS

INFORMING PUBLIC ABOUT CLOSURE MINIMUM OF 1 WEEK PRIOR TO CONSTRUCTION

COMMENCEMENT.

2. IF PRESENT DURING CONSTRUCTION PERIOD, EXISTING PRIVATE DOCKS WITHIN

CONSTRUCTION EASEMENT LIMIT IS TO BE REMOVED BY OTHERS.

3. CONTRACTOR TO VERIFY EXISTING FENCING ALONG LANDSLIDE TOE OF THE LEVEE.

EXISTING FENCING SHOWN ALONG LANDSLIDE TOE OF THE LEVEE IS FOR INFORMATIONAL

PURPOSES ONLY. CONTRACTOR TO VERIFY AND ENSURE THERE IS EXISTING FENCING

BETWEEN ADJACENT RESIDENCES AND WORK SITE. IF THERE IS NO FENCING BETWEEN

ADJACENT RESIDENCES, CONTRACTOR IS RESPONSIBLE FOR PROVIDING TEMPORARY

FENCING.

ALIGNMENT START

N: 1956702.1054

E: 6699156.6834

ALIGNMENT END

N: 1956212.0418

E: 6698120.8661

ALIGNMENT A

CP #705

CP #706

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1. CONTROL POINTS WITHIN AND IMMEDIATELY ADJACENT TO CONSTRUCTION EASEMENT LIMIT

IS VISUALLY DEPICTED ONLY.

2. HORIZONTAL DATUM: NORTH AMERICAN DATUM OF 1983 - NAD83(2007) (2007.00)

3. STATE PLAN COORDINATES: CALIFORNIA COORDINATE SYSTEM OF 1983 - CCS83, ZONE 2 (0402)

4. VERTICAL DATUM: NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88)

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R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

S P

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F

I

C-101

S I T

E

P

L A

N

S

S

S

K

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S

K

H A

N

E

I T

B

H

A I N

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P

E

M

B

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D T

K E

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P

E

FINAL DESIGN

S A

C R

A M

E N

U

N T

Y

C

A L I F

O R

N I A

A M

E R

I C

V

M

M O

N

F

E A

T U

R E

S

W

R D

A

S A

C R

A M

E N

V

O

S I O

N

P

R O

T E

C T

I O

N

C O

N T

R A

R

I V

L

I N

H

O U

S

I G

N

J

S

T R

E E

T

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T O

C

A

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6-04-2294C-101.dwg

C-501

C-502

GENERAL NOTES

1. TOP OF REPAIR HAS 1% CROSS SLOPE TOWARD RIVER.

2. CONSTRUCT BEAVER FENCE ALONG THE TOE OF PLANTING BENCH, EXTEND TO

UPSTREAM AND DOWNSTREAM LIMITS OF PROJECT FOOTPRINT, THEN TURNING UP THE

BANK, AND FOLLOW ALONG THE LEVEE SIDE LIMIT OF CONSTRUCTION, CREATING AN

ENCLOSED AREA.

3. APPROXIMATELY 20 FEET OF EXISTING FENCE WITHIN CONSTRUCTION EASEMENT LIMIT

STARTING FROM WATERSIDE OF THE LEVEE TO APPROXIMATELY TOP OF LEVEE CREST

TO BE REMOVED BY THE CONTRACTOR. THE FENCE WILL BE PUT BACK AFTER

CONSTRUCTION AT THE LOCATION AND CONDITION AS OF THE PRE-CONSTRUCTION

CONDITIONS TO THE BEST EXTENT BY THE CONTRACTOR.

4. CONTRACTOR TO PROTECT IN PLACE EXISTING FENCING ALONG LANDSLIDE TOE OF

LEVEE AND ADD TEMPORARY FENCING IF THERE IS NO FENCING BETWEEN ADJACENT

RESIDENCES AND WORKSITE.

5. GRADUALLY TAPER INTO EXISTING BANKLINE.

6. BACKFILL TOP OF LAUNCHABLE ROCK WITH PLANTING BENCH MIX.

7. INSTALL IN-STREAM WOOD MATERIAL BELOW THE PLANTING BENCH.

8. EXISTING PRIVATE FEATURES AND ENCROACHMENTS TO BE PROTECTED IN PLACE OR

NOT DISTURBED ARE NOT PART OF THE FEDERAL FLOOD RISK REDUCTION PROJECT.

EXISTING UTILITIES LOCATED OUTSIDE THE LIMITS OF GROUND DISTURBANCE ARE

SHOWN FOR CONTRACTOR AWARENESS AND PROTECTION. THESE ITEMS HAVE NOT BEEN

EVALUATED FOR CONFORMANCE WITH APPLICABLE STATE AND FEDERAL REQUIREMENTS

REGARDING ASSESSMENT AND ACCEPTANCE OF LEVEE PENETRATIONS. THEIR

INCLUSION IN THE DRAWING DOES NOT INDICATE BY REFERENCE THAT THEY ARE

DETERMINED TO MEET STATE AND FEDERAL REQUIREMENTS.

US Army Corps of Engineers

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

A

C-301

N

C-502

C-501

C-101

C-101

C-101

C-101

C-502

C-101

C-101

Feet

0 60 120

(LEVEE CREST)

SACRAMENTO

RIVER

BARGE

ACCESS

U

PSTR

EAM

LIM

IT

O

F C O

N

STR

U C

TIO

N

STA 1249+69

SEE NOTE 2

TOP OF BANK

PROTECTION ROCK

SEE NOTE 6

SEE NOTE 4

TOE OF

LAUNCHABLE

ROCK

ALIGNMENT A.

SEE SHEET G-102

REVEGETATION SIGN-TYPE 1

M

AT

C H

LI

N

E

ST

A

+5

(S

EE

S

H

EE

T C

-1

TOP OF

PLANTING BENCH

SEE NOTE 5

PLANTING BENCH

SEE NOTE 1

SEE NOTE 3

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

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A

M A

R K

S I Z

E

S U

B M

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T E

D

B

Y

D A

T E

C O

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R A

C H

E C

K E

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E

SHEET ID

B

C

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E

F

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2 3 4 5 6 7 8 9 10

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I

C-102

S I T

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L A

N

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S

S

K

H A

N

E

I T

S

K

H A

N

E

I T

B

H

A I N

E S

P

E

M

B

O E

D T

K E

R

P

E

FINAL DESIGN

S A

C R

A M

E N

U

N T

Y

C

A L I F

O R

N I A

A M

E R

I C

V

M

M O

N

F

E A

T U

R E

S

W

R D

A

S A

C R

A M

E N

V

O

S I O

N

P

R O

T E

C T

I O

N

C O

N T

R A

R

I V

L

I N

H

O U

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I G

N

J

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T R

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T O

C

A

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6-04-2294C-102.dwg

C-502

C-502

C-501

US Army Corps of Engineers

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

C-502

N

GENERAL NOTES

1. TOP OF REPAIR HAS 1% CROSS SLOPE TOWARD RIVER.

2. CONSTRUCT BEAVER FENCE ALONG THE TOE OF PLANTING BENCH, EXTEND TO

UPSTREAM AND DOWNSTREAM LIMITS OF PROJECT FOOTPRINT, THEN TURNING UP THE

BANK, AND FOLLOW ALONG THE LEVEE SIDE LIMIT OF CONSTRUCTION, CREATING AN

ENCLOSED AREA.

3. CONTRACTOR TO PROTECT IN PLACE EXISTING FENCING ALONG LANDSLIDE TOE OF

LEVEE AND ADD TEMPORARY FENCING IF THERE IS NO FENCING BETWEEN ADJACENT

RESIDENCES AND WORKSITE.

4. GRADUALLY TAPER INTO EXISTING BANKLINE.

5. BACKFILL TOP OF LAUNCHABLE ROCK WITH PLANTING BENCH MIX.

6. INSTALL IN-STREAM WOOD MATERIAL BELOW THE PLANTING BENCH.

7. EXISTING PRIVATE FEATURES AND ENCROACHMENTS TO BE PROTECTED IN PLACE OR

NOT DISTURBED ARE NOT PART OF THE FEDERAL FLOOD RISK REDUCTION PROJECT.

EXISTING UTILITIES LOCATED OUTSIDE THE LIMITS OF GROUND DISTURBANCE ARE

SHOWN FOR CONTRACTOR AWARENESS AND PROTECTION. THESE ITEMS HAVE NOT

BEEN EVALUATED FOR CONFORMANCE WITH APPLICABLE STATE AND FEDERAL

REQUIREMENTS REGARDING ASSESSMENT AND ACCEPTANCE OF LEVEE PENETRATIONS.

THEIR INCLUSION IN THE DRAWING DOES NOT INDICATE BY REFERENCE THAT THEY ARE

DETERMINED TO MEET STATE AND FEDERAL REQUIREMENTS.

Feet

0 60 120

C-501

C-102

C-102

C-102

C-102

C-102

ATC

H

LIN

E STA. 1255+55 (SEE SH

EET C

-104)

SACRAMENTO

RIVER

BARGE

ACCESS

ABANDONED

ELECTRICAL LINE

EXISTING GROUND

CONTOURS

IRRIGATION PIPE

IRRIGATION PIPE

PUMP

MOTORS

WATER

METER

SEE NOTE 1

SEE NOTE 2

IRRIGATION PIPE

STORM PIPE

TOP OF 10"

DIA. PIPE

ELEV.=17.43'

PULLBOX

ABANDONED

POLE

SPRINKLERS

LIGHT

POLE

RISE PIPE

HOSE

BIB

CONSTRUCTION

EASEMENT LIMIIT

SEE NOTE 5

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

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B

Y

I S

S U

E

D

A T

E

SHEET ID

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

S P

D E

S I G

N

F

I

C-103

E X

I S

T I N

G

U

T I L

I T

I E

S

S

S

S

K

H A

N

E

I T

S

K

H A

N

E

I T

B

H

A I N

E S

P

E

M

B

O E

D T

K E

R

P

E

FINAL DESIGN

S A

C R

A M

E N

U

N T

Y

C

A L I F

O R

N I A

A M

E R

I C

V

M

M O

N

F

E A

T U

R E

S

W

R D

A

S A

C R

A M

E N

V

O

S I O

N

P

R O

T E

C T

I O

N

C O

N T

R A

R

I V

L

I N

H

O U

S

I G

N

J

S

T R

E E

T

S A

C R

A M

E N

T O

C

A

S A

C R

A M

E N

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I C

T

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W X

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X

X X

X

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X

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6-04-2294C-103.dwg

US Army Corps of Engineers

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

GENERAL NOTES

1. EXISTING WATER OUTFALL NOT TO BE DISTURBED DURING CONSTRUCTION. PROTECT

IN PLACE.

2. EXISTING MONITORING WELLS NOT TO BE DISTURBED DURING CONSTRUCTION.

PROTECT IN PLACE.

3. ALL EXISTING UTILITY DEPICTED IN THE DRAWINGS SHOW APPROXIMATE LOCATIONS

INTERPRETED FROM SPOT LOCATION INFORMATION. DEPTH OF EXISTING UTILITIES AND

MATERIAL TYPE IS UNKNOWN. CONTRACTOR IS RESPONSIBLE FOR VERIFYING CORRECT

EXISTING UTILITY LOCATIONS AND INFORMATION.

4. CONTRACTOR TO PROTECT IN PLACE ALL EXISTING UTILITIES.

5. IF PRESENT DURING CONSTRUCTION PERIOD, EXISTING PRIVATE DOCKS WITHIN

CONSTRUCTION EASEMENT LIMIT IS TO BE REMOVED BY OTHERS.

6. EXISTING PRIVATE FEATURES AND ENCROACHMENTS TO BE PROTECTED IN PLACE OR

NOT DISTURBED ARE NOT PART OF THE FEDERAL FLOOD RISK REDUCTION PROJECT.

EXISTING UTILITIES LOCATED OUTSIDE THE LIMITS OF GROUND DISTURBANCE ARE

SHOWN FOR CONTRACTOR AWARENESS AND PROTECTION. THESE ITEMS HAVE NOT

BEEN EVALUATED FOR CONFORMANCE WITH APPLICABLE STATE AND FEDERAL

REQUIREMENTS REGARDING ASSESSMENT AND ACCEPTANCE OF LEVEE PENETRATIONS.

THEIR INCLUSION IN THE DRAWING DOES NOT INDICATE BY REFERENCE THAT THEY ARE

DETERMINED TO MEET STATE AND FEDERAL REQUIREMENTS.

N

Feet

0 60 120

C-503

UTILITY LEGEND

-IRR- EXISTING IRRIGATION PIPE

-OH- EXISTING OVERHEAD ELECTRICAL

-UE- EXISTING UNDERGROUND ELECTRICAL

-SP- EXISTING STORM PIPE

W EXISTING MONITORING WELLS

WM EXISTING WATER METER

-SS- EXISTING SANITARY SEWER PIPE

-C- EXISTING COMMUNICATION LINE

-W- EXISTING WATER PIPE

-OHTV- EXISTING OVERHEAD TELEVISION LINE

-TV- EXISTING TELEVISION LINE

-SD- EXISTING STORM DRAIN PIPE

-G- EXISTING GAS LINE

C-103

AutoCAD SHX Text W

AutoCAD SHX Text W

AutoCAD SHX Text

WM

AT

C H

LI

N

E

ST

A.

5+

(S

EE

S

H

EE

T C

-1

SACRAMENTO

RIVER

BARGE

ACCESS

CONSTRUCTION

EASEMENT LIMIT

EXISTING GROUND

CONTOURS

TELEPHONE POLE

TELEPHONE POLE

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

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B

Y

I S

S U

E

D

A T

E

SHEET ID

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

S P

D E

S I G

N

F

I

C-104

E X

I S

T I N

G

U

T I L

I T

I E

S

S

S

S

K

H A

N

E

I T

S

K

H A

N

E

I T

B

H

A I N

E S

P

E

M

B

O E

D T

K E

R

P

E

FINAL DESIGN

S A

C R

A M

E N

U

N T

Y

C

A L I F

O R

N I A

A M

E R

I C

V

M

M O

N

F

E A

T U

R E

S

W

R D

A

S A

C R

A M

E N

V

O

S I O

N

P

R O

T E

C T

I O

N

C O

N T

R A

R

I V

L

I N

H

O U

S

I G

N

J

S

T R

E E

T

S A

C R

A M

E N

T O

C

A

S A

C R

A M

E N

S

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I C

T

O

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W X

X X

X

X X

X

W X

X X

X

X X

X

A N

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D

6-04-2294C-104.dwg

US Army Corps of Engineers

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

N

GENERAL NOTES

1.. ALL EXISTING UTILITY DEPICTED IN THE DRAWINGS SHOW APPROXIMATE LOCATIONS

INTERPRETED FROM SPOT LOCATION INFORMATION. DEPTH OF EXISTING UTILITIES AND

MATERIAL TYPE IS UNKNOWN. CONTRACTOR IS RESPONSIBLE FOR VERIFYING CORRECT

EXISTING UTILITY LOCATIONS AND INFORMATION.

2. CONTRACTOR TO PROTECT IN PLACE ALL EXISTING UTILITIES.

3. EXISTING PRIVATE FEATURES AND ENCROACHMENTS TO BE PROTECTED IN PLACE OR

NOT DISTURBED ARE NOT PART OF THE FEDERAL FLOOD RISK REDUCTION PROJECT.

EXISTING UTILITIES LOCATED OUTSIDE THE LIMITS OF GROUND DISTURBANCE ARE

SHOWN FOR CONTRACTOR AWARENESS AND PROTECTION. THESE ITEMS HAVE NOT

BEEN EVALUATED FOR CONFORMANCE WITH APPLICABLE STATE AND FEDERAL

REQUIREMENTS REGARDING ASSESSMENT AND ACCEPTANCE OF LEVEE PENETRATIONS.

THEIR INCLUSION IN THE DRAWING DOES NOT INDICATE BY REFERENCE THAT THEY ARE

DETERMINED TO MEET STATE AND FEDERAL REQUIREMENTS.

Feet

0 60 120

UTILITY LEGEND

-IRR- EXISTING IRRIGATION PIPE

-OH- EXISTING OVERHEAD ELECTRICAL

-UE- EXISTING UNDERGROUND ELECTRICAL

-SP- EXISTING STORM PIPE

W EXISTING MONITORING WELLS

WM EXISTING WATER METER

-SS- EXISTING SANITARY SEWER PIPE

-C- EXISTING COMMUNICATION LINE

-W- EXISTING WATER PIPE

-OHTV- EXISTING OVERHEAD TELEVISION LINE

-TV- EXISTING TELEVISION LINE

-SD- EXISTING STORM DRAIN PIPE

-G- EXISTING GAS LINE

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text

WM

AutoCAD SHX Text

WM

AutoCAD SHX Text Telephone Riser

AutoCAD SHX Text Joint Pole with conduit to ground

AutoCAD SHX Text Electric Cabinet

AutoCAD SHX Text Gas Riser

AutoCAD SHX Text

SDMH

AutoCAD SHX Text Telephone Riser

AutoCAD SHX Text SSMH #6895 Rim=20.43 Inv.6"VCP (SE'ly out)=12.93

AutoCAD SHX Text C

AutoCAD SHX Text O

AutoCAD SHX Text C

AutoCAD SHX Text

ATC

H

LIN

E STA. 1255+55 (SEE SH

EET C

-106)

(LEVEE CREST)

PROJECT

FOOTPRINT

ALIGNMENT A

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

S P

D E

S I G

N

F

I

C-105

T R

R

V E

Y

D

A T

A

S

S

S

K

H A

N

E

I T

S

K

H A

N

E

I T

B

H

A I N

E S

P

E

M

B

O E

D T

K E

R

P

E

FINAL DESIGN

S A

C R

A M

E N

U

N T

Y

C

A L I F

O R

N I A

A M

E R

I C

V

M

M O

N

F

E A

T U

R E

S

W

R D

A

S A

C R

A M

E N

V

O

S I O

N

P

R O

T E

C T

I O

N

C O

N T

R A

R

I V

L

I N

H

O U

S

I G

N

J

S

T R

E E

T

S A

C R

A M

E N

T O

C

A

S A

C R

A M

E N

S

T R

I C

T

O

C T

W X

X X

X

X X

X

W X

X X

X

X X

X

A N

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D

6-04-2294C-105.dwg

SACRAMENTO

RIVER

US Army Corps of Engineers

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

N

Feet

0 60 120

GENERAL NOTES

1. CONTRACTOR IS RESPONSIBLE FOR PROPERLY TAGGING ALL TREES THAT ARE

REQUIRED TO BE PROTECTED IN PLACE.

2. PRIOR TO CONSTRUCTION OF THIS CONTRACT, TREES WITHIN THE PROJECT

FOOTPRINT WILL BE REMOVED.

3. REFER TO TREE TABLES ON SHEET C-107 FOR TREE COORDINATES, SIZE, AND SPECIES.

4. TREES ONLY WITHIN SACRAMENTO RIVER CONTRACT 1, RM 55.2L CONSTRUCTION

EASEMENT LIMIT AS DEFINED ON SHEET G-101 ARE SHOWN ON SHEET C-105 AND C-106

AND LISTED ON SHEET C-107.

TREE TO BE PROTECTED IN PLACE AND TAGGED

TREE TO BE REMOVED PRIOR TO CONSTRUCTION

PROJECT

FOOTPRINT

ALIGNMENT A

M

AT

C H

LI

N

E

ST

A.

5+

(S

EE

S

H

EE

T C

-1

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

S P

D E

S I G

N

F

I

C-106

T R

R

V E

Y

D

A T

A

S

S

S

K

H A

N

E

I T

S

K

H A

N

E

I T

B

H

A I N

E S

P

E

M

B

O E

D T

K E

R

P

E

FINAL DESIGN

S A

C R

A M

E N

U

N T

Y

C

A L I F

O R

N I A

A M

E R

I C

V

M

M O

N

F

E A

T U

R E

S

W

R D

A

S A

C R

A M

E N

V

O

S I O

N

P

R O

T E

C T

I O

N

C O

N T

R A

R

I V

L

I N

H

O U

S

I G

N

J

S

T R

E E

T

S A

C R

A M

E N

T O

C

A

S A

C R

A M

E N

S

T R

I C

T

O

C T

W X

X X

X

X X

X

W X

X X

X

X X

X

A N

S I

D

6-04-2294C-106.dwg

SACRAMENTO

RIVER

US Army Corps of Engineers

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

N

Feet

0 60 120

GENERAL NOTES

1. CONTRACTOR IS RESPONSIBLE FOR PROPERLY TAGGING ALL TREES THAT ARE

REQUIRED TO BE PROTECTED IN PLACE.

2. PRIOR TO CONSTRUCTION OF THIS CONTRACT, TREES WITHIN THE PROJECT

FOOTPRINT WILL BE REMOVED.

3. REFER TO TREE TABLES ON SHEET C-107 FOR TREE COORDINATES, SIZE, AND SPECIES.

4. TREES ONLY WITHIN SACRAMENTO RIVER CONTRACT 1, RM 55.2L CONSTRUCTION

EASEMENT LIMIT AS DEFINED ON SHEET G-101 ARE SHOWN ON SHEET C-105 AND C-106

AND LISTED ON SHEET C-107.

TREE TO BE PROTECTED IN PLACE AND TAGGED

TREE TO BE REMOVED PRIOR TO CONSTRUCTION

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

S P

D E

S I G

N

F

I

C-107

T R

B

L E

S

K

H A

N

E

I T

S

K

H A

N

E

I T

B

H

A I N

E S

P

E

M

B

O E

D T

K E

R

P

E

FINAL DESIGN

S A

C R

A M

E N

U

N T

Y

C

A L I F

O R

N I A

A M

E R

I C

V

M

M O

N

F

E A

T U

R E

S

W

R D

A

S A

C R

A M

E N

V

O

S I O

N

P

R O

T E

C T

I O

N

C O

N T

R A

R

I V

L

I N

H

O U

S

I G

N

J

S

T R

E E

T

S A

C R

A M

E N

T O

C

A

S A

C R

A M

E N

S

T R

I C

T

O

C T

W X

X X

X

X X

X

W X

X X

X

X X

X

A N

S I

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6-04-2294C-107.dwg

GENERAL NOTES

1. TREES WITHIN SACRAMENTO RIVER CONTRACT 1, RM 55.2L CONSTRUCTION EASEMENT

LIMIT AS DEFINED ON SHEET G-101 ARE LISTED ONLY.

2. TREES LISTED FOR REMOVAL, WILL BE REMOVED PRIOR TO CONSTRUCTION IN A

SEPARATE CONTRACT.

20:1

ALIGNMENT A

(LEVEE CREST)

RIVER BED

MINIMUM 5 FEET

QUARRY STONE

TYPE C

PLANTING

BENCH

1.5:1 SLOPE

EL. 7.0 FT. SEE NOTE 4.

OFFSETS

(SEE TABLE BELOW)

MINIMUM 2.5 FEET

SOIL FILLED QUARRY

STONE TYPE C

B C D E

1%

F

BEAVER FENCING. SEE NOTE 2

ON SHEET C-101 TO C-102 AND

DETAIL 4 ON SHEET C-502

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

S P

D E

S I G

N

F

I

C-301

T Y

P I C

O

C

T I O

N

S

K

H A

N

E

I T

S

K

H A

N

E

I T

B

H

A I N

E S

P

E

M

B

O E

D T

K E

R

P

E

FINAL DESIGN

S A

C R

A M

E N

U

N T

Y

C

A L I F

O R

N I A

A M

E R

I C

V

M

M O

N

F

E A

T U

R E

S

W

R D

A

S A

C R

A M

E N

V

O

S I O

N

P

R O

T E

C T

I O

N

C O

N T

R A

R

I V

L

I N

H

O U

S

I G

N

J

S

T R

E E

T

S A

C R

A M

E N

T O

C

A

S A

C R

A M

E N

S

T R

I C

T

O

C T

W X

X X

X

X X

X

W X

X X

X

X X

X

A N

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6-04-2294C-301.dwg

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

GENERAL NOTES

1. ALL CROSS SECTION OFFSETS ARE MEASURED PERPENDICULAR TO THE

CONSTRUCTION REFERENCE LINE UNLESS OTHERWISE NOTED.

2. ELEVATIONS GIVEN ARE FOR FINISHED SOIL FILLED QUARRY STONE AND QUARRY

STONE SURFACES.

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

AT THE GIVEN REFERENCE LINE STATIONING.

4. ELEVATION 7.0 FEET NAVD-88 IS THE AVERAGE WATER ELEVATION OF AUGUST ,

SEPTEMBER, AND OCTOBER OF THE GAGE RECORDS POST CONSTRUCTION OF OROVILLE

DAM.

5. SOIL FILLED QUARRY STONE AND QUARRY STONE TO BE PLACED ABOVE EXISTING

GRADE.

6. ALL ROCK ABOVE ELEVATION 7.0 FEET NAVD-88 IS TO BE SOIL FILLED QUARRY STONE

TYPE C WITH A MINIMUM THICKNESS OF 2.5 FEET NORMAL TO THE EXISTING CONDITIONS.

REFER TO SPECIFICATIONS 35 42 38 STONE PROTECTION.

7. ALL ROCK BELOW ELEVATION 7.0 FEET NAVD-88 IS TO BE QUARRY STONE TYPE C WITH

A MINIMUM THICKNESS OF 5 FEET NORMAL TO EXISTING CONDITIONS. REFER TO

SPECIFICATIONS 35 42 38 STONE PROTECTION.

8. CROSS SECTION PROVIDED IS GENERAL CROSS SECTION. REFER TO DETAIL 2 ON

SHEET C-501 FOR IWM PLACEMENT BELOW AVERAGE WATER SURFACE ELEVATION OF

7.0 FEET NAVD-88.

US Army Corps of Engineers

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

A

C-301

TYPICAL CROSS SECTIONS FOR OFFSET/ELEVATION DATA

C-101

FLOW

A'

A

PLANTING

BENCH

UPPER SLOPE

IN-STREAM WOOD (IWM) 23-35 FT

IN LENGTH AND 10"-24"

DIAMETER AT BREAST HEIGHT

TO BE PLACED AT 5-10 FT

SPACING WITHIN RIPARIAN

BENCH ALTERNATING GROUPS

OF 3 AND 5 TREES.

APPROXIMATE

IWM SPACING

5-10 FT

LOWER

SLOPE

ANGLE TREES

25° - 35°

DOWNSTREAM

SEE DETAIL 2 BELOW

EL. 7.0 FT.

20:1

M

I

N

M

I

N

4.0'

8.5'

4.0 FT

3.0 FT

M

A X

APPROXIMATE ANCHORING POINT

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

S P

D E

S I G

N

F

I

C-501

D E

T A

I L

S

S

K

H A

N

E

I T

S

K

H A

N

E

I T

B

H

A I N

E S

P

E

M

B

O E

D T

K E

R

P

E

FINAL DESIGN

S A

C R

A M

E N

U

N T

Y

C

A L I F

O R

N I A

A M

E R

I C

V

M

M O

N

F

E A

T U

R E

S

W

R D

A

S A

C R

A M

E N

V

O

S I O

N

P

R O

T E

C T

I O

N

C O

N T

R A

R

I V

L

I N

H

O U

S

I G

N

J

S

T R

E E

T

S A

C R

A M

E N

T O

C

A

S A

C R

A M

E N

S

T R

I C

T

O

C T

W X

X X

X

X X

X

W X

X X

X

X X

X

A N

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6-04-2294C-501.dwg

N.T.S.

N.T.S.

SECTION A-A: TYPICAL PLANTING BENCH

TYPICAL PLANTING BENCH PLAN

US Army Corps of Engineers

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

PLANTING BENCH DETAIL NOTES

1 PLACE IWM 4.0 FT BELOW WATER SURFACE

ELEVATION OF 7.0 FT. ORIENT THE IWM HORIZONTALLY

A MAXIMUM OF 10° FROM ANCHORING POINT TO

PROVIDE ADEQUATE GRAVITY LOCK.

2 PLANTING BENCH SOIL MIX.

3 BOTTOM OF PLANTING BENCH V-DITCH SHALL BE

CONSTRUCTED TO BE 3 FEET BELOW WATER SURFACE

ELEVATION OF 7.0 FT. CONTRACTOR TO ENSURE

PLANTING BENCH V-DITCH DOES NOT DEGRADE INTO

EXISTING SURFACE BY REDUCING THE STEEPNESS OF

THE V-DITCH SLOPES AS APPROPRIATE TO SPECIFIC

SECTIONS OF THE REACH.

C-101

C-102

C-101

C-102

C-501

C-501

REFERENCE TABLE

RESOURCE AGENCYSITE

SAC RM 55.2L MAINTENANCE AREA 9

FINISHED GRADE

CONCRETE FOOTING

ON-SITE REVEGETATION

IN PROGRESS

O.C.

TOP VIEW

ELEVATION

SECTION

NEW, HOT-DIPPED, GALVANIZED

SHEET METAL SIGN PLATE,

MINIMUM .01' THICK

NOTES:

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

2. SIGN SHALL BE PAINTED WITH BLACK LETTERING ON

WHITE BACKGROUND.

3. ALL EXPOSED BOLT THREADS, EXTENDING BEYOND

NUT, SHALL BE CUT AND REMOVED AFTER INSTALLATION.

USACE

(INSERT APPROPRIATE AGENCY

SEE TABLE)

DEPARTMENT OF WATER RESOURCES

DETAIL

REVEGETATION SIGN - TYPE 1

N.T.S.

2.50'

1.25'1.25'

2.50'

0.17' HELVETICA BOLD

LETTERING (BLACK)

0.08' HELVETICA MEDIUM

LETTERING (BLACK)

0.04' M GALVANIZED

BOLTS WITH NUTS AND WASHERS

0.25' X 0.12' NEW

CHANNEL SECTION STEEL

0.04' BORDER

BLACK STRIPE

MINIMUM 0.17'

CLEAR, TYPICAL

0.10'

0.17'

C-502C-101

C-102

QUARRY STONE TYPE C

SOIL FILLED QUARRY

STONE TYPE C

EL. 7.0 FT.

CONSTRUCT 15° KEYS. SEE NOTE 1.

SEE

NOTE 2.

RIPARIAN BENCH TOE

NOT A CONSTRUCTION

LINE

B

B

C

C

C

O

N

S

T

R

U

K

Y

S

S

EL. 7.0 FT.

QUARRY STONE TYPE C

SOIL FILLED QUARRY

STONE TYPE C

GRADUALLY DECREASE STEEPNESS OF SLOPE FROM 1.5:1 TO 2:1 BETWEEN

EL. 7.0 FT AND EL. -5.0 FT TO PROVIDE SMOOTH TRANSITION BETWEEN MAIN

REACH AND UPSTREAM AND DOWNSTREAM KEYS

EL. -5.0 FT.

GRADUALLY INCREASE THE STEEPNESS OF THE PLANTING BENCH SLOPE TO

1.5:1 TO MATCH UPPER ROCK PROTECTION SLOPE TO PROVIDE SMOOTH

TRANSITION BETWEEN MAIN REACH AND UPSTREAM AND DOWNSTREAM KEYS

GRADUALLY MINIMIZE

THE SLOPE STEEPNESS

TO MATCH AND TIE IN

WITH ROCK PROTECTION

SLOPE; ELIMINATE THE

PLANTING BENCH

V-DITCH GRADUALLY.

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

S P

D E

S I G

N

F

I

C-502

D E

T A

I L

S

S

K

H A

N

E

I T

S

K

H A

N

E

I T

B

H

A I N

E S

P

E

M

B

O E

D T

K E

R

P

E

FINAL DESIGN

S A

C R

A M

E N

U

N T

Y

C

A L I F

O R

N I A

A M

E R

I C

V

M

M O

N

F

E A

T U

R E

S

W

R D

A

S A

C R

A M

E N

V

O

S I O

N

P

R O

T E

C T

I O

N

C O

N T

R A

R

I V

L

I N

H

O U

S

I G

N

J

S

T R

E E

T

S A

C R

A M

E N

T O

C

A

S A

C R

A M

E N

S

T R

I C

T

O

C T

W X

X X

X

X X

X

W X

X X

X

X X

X

A N

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6-04-2294C-502.dwg

QUARRY STONE

SEE NOTE 2.

N.T.S.

LANDSIDEWATERSIDE

UTILITY FENCE

TOP OF

SOIL COVER

5.0 FT SECTIONS ON NUMBER 4

REBAR BENT OVER AS SHOWN

SECURE TO REBAR

HINGED APRON

HINGED APRON

NOTES:

1. PLACE HINGED APRON FLUSH ON TOP OF THE

QUARRY STONE SURFACE.

2. AFTER INSTALLATION OF THE BEAVER BARRIER

FENCE IS COMPLETE AND BEFORE PLACING SOIL

COVER MATERIAL, PLACE ONE LAYER OF QUARRY

STONE ON TOP OF THE HINGED APRON.

SECTION A-A'

NOTES:

1. BEND BOTTOM OF UTILITY FENCE FABRIC TOWARD LANDSIDE CREATING HINGED APRON. SEE SECTION A-A' THIS SHEET FOR MORE

DETAILS.

2. INSTALL BEAVER BARRIER FENCE IMMEDIATELY UP THE REPAIR SLOPE FROM THE IWM.

BEAVER BARRIER FENCE

N.T.S.

2 FT

0.5 FT

2.5 FT

8 FT

1'-0" A

A'

US Army Corps of Engineers

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

UPSTREAM AND DOWNSTREAM KEY DETAILS

NOTES:

1. CONSTRUCT 15° KEYS (TRANSITION) FROM TOE OF RIPARIAN BENCH

TOWARDS LANDSIDE ON UPSTREAM AND DOWNSTREAM ENDS.

UPSTREAM KEY TO BE CONSTRUCTED FROM STA 1249+69 TO STA

1250+50. DOWNSTREAM KEY TO BE CONSTRUCTED FROM STA 1260+00

TO 1261+15.

2. GRADUALLY TAPER INTO EXISTING BANKLINE

3. PROVIDE SMOOTH TRANSITION BETWEEN MAIN REACH AND KEYS

USING METHOD OUTLINED IN SECTION B-B.

N.T.S

C-101

C-102

C-502

C-101

C-102

C-502

SECTION B-B: TRANSITION BETWEEN MAIN REACH AND UPSTREAM AND DOWNSTREAM KEYS SECTION C-C: UPSTREAM AND DOWNSTREAM KEY ENDS

TOP VIEW

FRONT VIEW

STORM PIPE

SEE NOTE 1

EXISTING STORMWATER

OUTFALL APRON.

SEE NOTE 2.

SEE NOTE 4. FRONT FACE OF APRON.

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

S P

D E

S I G

N

F

I

C-503

D E

T A

I L

S

S

K

H A

N

E

I T

S

K

H A

N

E

I T

B

H

A I N

E S

P

E

M

B

O E

D T

K E

R

P

E

FINAL DESIGN

S A

C R

A M

E N

U

N T

Y

C

A L I F

O R

N I A

A M

E R

I C

V

M

M O

N

F

E A

T U

R E

S

W

R D

A

S A

C R

A M

E N

V

O

S I O

N

P

R O

T E

C T

I O

N

C O

N T

R A

R

I V

L

I N

H

O U

S

I G

N

J

S

T R

E E

T

S A

C R

A M

E N

T O

C

A

S A

C R

A M

E N

S

T R

I C

T

O

C T

W X

X X

X

X X

X

W X

X X

X

X X

X

A N

S I

D

6-04-2294C-503.dwg

N.T.S.

STORMWATER OUTFALL DETAILS

US Army Corps of Engineers

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

STORMWATER OUTFALL DETAIL NOTES

1. PLACE RIPRAP AROUND STORMWATER OUTFALL APPURTENANCES. TIE-IN TO EXISTING STRUCTURE.

2. DO NOT PLACE ROCK OBSCURING APRON.

3. PROTECT IN PLACE ALL EXISTING STRUCTURES.

4. EXISTING STORMWATER OUTFALL STRUCTURE WILL REMAIN ARMORED TO EXISTING GRADE. PLACE RIPRAP

BELOW FACE OF EXISTING APRON ABOVE EXISTING GRADE.

C-103 C-503

EG

FG

EG

FG

EG

FG

EG

FG

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

S P

D E

S I G

N

F

I

CSC-101

C R

O S

S

S

E C

T I O

T

O

S

S

K

H A

N

E

I T

S

K

H A

N

E

I T

B

H

A I N

E S

P

E

M

B

O E

D T

K E

R

P

E

FINAL DESIGN

S A

C R

A M

E N

U

N T

Y

C

A L I F

O R

N I A

A M

E R

I C

V

M

M O

N

F

E A

T U

R E

S

W

R D

A

S A

C R

A M

E N

V

O

S I O

N

P

R O

T E

C T

I O

N

C O

N T

R A

R

I V

L

I N

H

O U

S

I G

N

J

S

T R

E E

T

S A

C R

A M

E N

T O

C

A

S A

C R

A M

E N

S

T R

I C

T

O

C T

W X

X X

X

X X

X

W X

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X

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X

A N

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6-04-2294CSC-101.dwg

UPSTREAM KEY CROSS SECTION STA 1249+68.66

UPSTREAM KEY CROSS SECTION STA 1249+80

UPSTREAM KEY CROSS SECTION STA 1250+00

UPSTREAM KEY CROSS SECTION STA 1250+20

GENERAL NOTES

1. SHEETS CSC-101 TO CSC-115 SERVE TO DEPICT EXISTING GRADE AND FINISH GRADE

SURFACE ONLY. THE CONTRACTOR IS TO FOLLOW TYPICAL CROSS SECTION SHOWN

ON SHEET C-301 FOR FINISH GRADE OF ROCK PROTECTION, DETAIL 2 ON SHEET C-501

FOR PLANTING BENCH AND IWM PLACEMENT DESIGN, AND DETAIL 5 ON SHEET C-502

FOR UPSTREAM AND DOWNSTREAM KEY DESIGN.

EG

FG

EG

FG

EG

FG

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

S P

D E

S I G

N

F

I

CSC-102

C R

O S

S

S

E C

T I O

S

S

K

H A

N

E

I T

S

K

H A

N

E

I T

B

H

A I N

E S

P

E

M

B

O E

D T

K E

R

P

E

FINAL DESIGN

S A

C R

A M

E N

U

N T

Y

C

A L I F

O R

N I A

A M

E R

I C

V

M

M O

N

F

E A

T U

R E

S

W

R D

A

S A

C R

A M

E N

V

O

S I O

N

P

R O

T E

C T

I O

N

C O

N T

R A

R

I V

L

I N

H

O U

S

I G

N

J

S

T R

E E

T

S A

C R

A M

E N

T O

C

A

S A

C R

A M

E N

S

T R

I C

T

O

C T

W X

X X

X

X X

X

W X

X X

X

X X

X

A N

S I

D

6-04-2294CSC-102.dwg

UPSTREAM KEY CROSS SECTION STA 1250+40

CROSS SECTION STA 1252+00

CROSS SECTION STA 1251+00

CROSS SECTION STA 1253+00

GENERAL NOTES

1. SHEETS CSC-101 TO CSC-115 SERVE TO DEPICT EXISTING GRADE AND FINISH GRADE

SURFACE ONLY. THE CONTRACTOR IS TO FOLLOW TYPICAL CROSS SECTION SHOWN

ON SHEET C-301 FOR FINISH GRADE OF ROCK PROTECTION, DETAIL 2 ON SHEET C-501

EG

FG

EG

FG

EG

FG

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

S P

D E

S I G

N

F

I

CSC-103

C R

O S

S

S

E C

T I O

S

S

K

H A

N

E

I T

S

K

H A

N

E

I T

B

H

A I N

E S

P

E

M

B

O E

D T

K E

R

P

E

FINAL DESIGN

S A

C R

A M

E N

U

N T

Y

C

A L I F

O R

N I A

A M

E R

I C

V

M

M O

N

F

E A

T U

R E

S

W

R D

A

S A

C R

A M

E N

V

O

S I O

N

P

R O

T E

C T

I O

N

C O

N T

R A

R

I V

L

I N

H

O U

S

I G

N

J

S

T R

E E

T

S A

C R

A M

E N

T O

C

A

S A

C R

A M

E N

S

T R

I C

T

O

C T

W X

X X

X

X X

X

W X

X X

X

X X

X

A N

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D

6-04-2294CSC-103.dwg

CROSS SECTION STA 1254+00

CROSS SECTION STA 1256+00

CROSS SECTION STA 1255+00

CROSS SECTION STA 1257+00

GENERAL NOTES

1. SHEETS CSC-101 TO CSC-115 SERVE TO DEPICT EXISTING GRADE AND FINISH GRADE

SURFACE ONLY. THE CONTRACTOR IS TO FOLLOW TYPICAL CROSS SECTION SHOWN

ON SHEET C-301 FOR FINISH GRADE OF ROCK PROTECTION, DETAIL 2 ON SHEET C-501

EG

FG

EG

FG

EG

FG

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

S P

D E

S I G

N

F

I

CSC-104

C R

O S

S

S

E C

T I O

S

S

K

H A

N

E

I T

S

K

H A

N

E

I T

B

H

A I N

E S

P

E

M

B

O E

D T

K E

R

P

E

FINAL DESIGN

S A

C R

A M

E N

U

N T

Y

C

A L I F

O R

N I A

A M

E R

I C

V

M

M O

N

F

E A

T U

R E

S

W

R D

A

S A

C R

A M

E N

V

O

S I O

N

P

R O

T E

C T

I O

N

C O

N T

R A

R

I V

L

I N

H

O U

S

I G

N

J

S

T R

E E

T

S A

C R

A M

E N

T O

C

A

S A

C R

A M

E N

S

T R

I C

T

O

C T

W X

X X

X

X X

X

W X

X X

X

X X

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D

6-04-2294CSC-104.dwg

CROSS SECTION STA 1258+00

CROSS SECTION STA 1260+00

CROSS SECTION STA 1259+00

DOWNSTREAM KEY CROSS SECTION STA 1260+30

GENERAL NOTES

1. SHEETS CSC-101 TO CSC-115 SERVE TO DEPICT EXISTING GRADE AND FINISH GRADE

SURFACE ONLY. THE CONTRACTOR IS TO FOLLOW TYPICAL CROSS SECTION SHOWN

ON SHEET C-301 FOR FINISH GRADE OF ROCK PROTECTION, DETAIL 2 ON SHEET C-501

EG

FG

EG

FG

EG

FG

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

S P

D E

S I G

N

F

I

CSC-105

C R

O S

S

S

E C

T I O

S

S

K

H A

N

E

I T

S

K

H A

N

E

I T

B

H

A I N

E S

P

E

M

B

O E

D T

K E

R

P

E

FINAL DESIGN

S A

C R

A M

E N

U

N T

Y

C

A L I F

O R

N I A

A M

E R

I C

V

M

M O

N

F

E A

T U

R E

S

W

R D

A

S A

C R

A M

E N

V

O

S I O

N

P

R O

T E

C T

I O

N

C O

N T

R A

R

I V

L

I N

H

O U

S

I G

N

J

S

T R

E E

T

S A

C R

A M

E N

T O

C

A

S A

C R

A M

E N

S

T R

I C

T

O

C T

W X

X X

X

X X

X

W X

X X

X

X X

X

A N

S I

D

6-04-2294CSC-105.dwg

DOWNSTREAM KEY CROSS SECTION STA 1260+70

DOWNSTREAM KEY CROSS SECTION STA 1260+50

DOWNSTREAM KEY CROSS SECTION STA 1261+15.25

GENERAL NOTES

1. SHEETS CSC-101 TO CSC-115 SERVE TO DEPICT EXISTING GRADE AND FINISH GRADE

SURFACE ONLY. THE CONTRACTOR IS TO FOLLOW TYPICAL CROSS SECTION SHOWN

ON SHEET C-301 FOR FINISH GRADE OF ROCK PROTECTION, DETAIL 2 ON SHEET C-501

FOR PLANTING BENCH AND IWM PLACEMENT DESIGN, AND DETAIL 5 ON SHEET C-502

DOWNSTREAM KEY CROSS SECTION STA 1260+90