Amd_0003__Drawings_.pdf

G-602

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US Army Corps of Engineers

Sacramento District

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8.1.1 \\amethyst\civcad\CA\Hamilton_City\CADD\Sheetfiles\Phase_I\50-04-6260G-609TWAEAlg.dgnPLOT DATE: 11-JUN-2015 PLOT TIME: 11:22

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D a te

R e v

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A p p ro v e d

US Army Corps of Engineers

Sacramento District

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PLAN VIEW.

SEE SHEET G-413 FOR

NOTE:

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8.1.1 \\amethyst\civcad\CA\Hamilton_City\CADD\Sheetfiles\Phase_I\50-04-6260G-412HaulRoute.dgnPLOT DATE: 11-JUN-2015 PLOT TIME: 11:23

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P lo t s c a le

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F il e n a m e

D ra w in g C o d e

D e s ig n f il e n o

D a te

R e v

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D e s c ri p ti o n

D a te

A p p ro v e d

US Army Corps of Engineers

Sacramento District

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C A

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STAGING AREA

HAUL ROUTE

HAUL ROUTE

R O

D G E R S R

A N C

H R

O A D

0 500’ 1000’ 2000’ 3000’ 4000’ 5000’

SCALE: 1" = 1000’

HAUL ROUTE

HAUL ROUTEFOOTPRINT

SETBACK LEVEE

GCID CANAL

GCID CANAL

R

IV

E R

S A C R

A M E N

TO

R

E M

O V

E D H

A U

L R

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T E

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V

IS

E D G

C

ID

C

A N

A L B

O R

R O

W A

R E

A E

X T

E N

T S

OF THE SETBACK LEVEE FOOTPRINT.

HAULING OF MATERIAL IS NOT PERMITTED ALONG THE LANDSIDE 3.

ALIGNMENT DATA.

SEE SHEET CD-302 FOR BORROW AREA LIMITS OF WORK AND 2.

SUPPORT ONLY A SINGLE LANE OF TRAFFIC.

UNLESS OTHERWISE INDICATED, ALL HAUL ROUTES SHOWN 1.

NOTES:

A

D D

E D N

O T

E

LIMITS OF WORK

BORROW AREA SITE B

LIMITS OF WORK

BORROW AREA SITE A

HAUL ROUTE

SACRAMENTO A

VE.

SHASTA AVE.

MAIN

T ST

COUNTY R

OAD 20

HWY 45

/ CANAL STREET

COUNTY ROAD 203

HWY 45

/ CANAL STREET

W

S T S

T R

E E

T

(P A

V E

D T

W O L

A N

E R

O A

D

C O

U N

T Y R

O A

D

LIMITS OF WORK

BORROW AREA SITE C

S T

A T E H

IG

H W

A Y

S T

A T

E H

IG

H W

A Y

S T

A T

E H

IG

H W

A Y

(PAVED TWO LANE HWY)

HWY 45

BORROW AREA ALIGNMENT

DEGRADED

TO BE

"J" LEVEE

DEGRADED

TO BE

"J" LEVEE

DEGRADED

TO BE

"J" LEVEE

STAGING AREA

TWO (2) ACRE

0’

200’

200’

200’

BORROW AREA

FLOODPLAIN

BORROW AREA

FLOODPLAIN

BORROW AREA

FLOODPLAIN

RIVER

SACRAMENTO

0 250’ 500’ 1000’ 1500’ 2000’ 2500’

SCALE: 1" = 500’

ALIGNMENT

SETBACK LEVEE

LIMITS OF WORK

LIMITS OF WORK

LIMITS OF WORK

COUNTY

ROAD

RIVER

SACRAMENTO

STAGING AREA

RELOCATED POWER POLES.

COORDINATE WITH PG&E AND AVOID IMPACTS TO

VICINITY OF THE FLOODPLAIN BORROW AREA EXTENTS.

POWER POLES WILL BE RELOCATED BY PG&E IN 6.

FROM THE "J" LEVEE’S LANDSIDE TOE.

BORROW EXCAVATION MUST BE A MINIMUM OF 25 FT 5.

MATERIAL.

UNSATISFACTORY MATERIAL AND EXCESS TOPSOIL

BORROW MATERIAL MAY BE USED FOR DISPOSAL OF

PITS GENERATED DURING THE EXCAVATION OF 4.

MUST BE A MINIMUM OF 2H:1V.

EXCEED 4 FT IN DEPTH. SIDE SLOPES OF EXCAVATION

EXCAVATION OF BORROW MATERIAL MUST NOT 3.

SETBACK LEVEE’S WATERSIDE TOE.

DESIGNATED AREA MUST NOT BE WITHIN 100 FT OF THE

EXCAVATION FOR ANY BORROW MATERIAL FROM THE 2.

SHEET G-609.

SEE LIMITS OF WORK COORDINATE TABULATION ON 1.

NOTES:

N

G-413

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C A

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D e s ig n e d b y

D w n b y

S p e c N o

R e v ie w e d b y

S u b m it te d b y

P lo t s c a le

P lo t d a te

F il e n a m e

D ra w in g C o d e

D e s ig n f il e n o

D a te

R e v

S y m b o l

D e s c ri p ti o n

D a te

A p p ro v e d

US Army Corps of Engineers

Sacramento District

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C A

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PROTECTION THICKNESS.

TRANSITION FROM FULL STONE

AND 206+90 CONSTRUCT

PROTECTION. BETWEEN STA. 206+50

STA. 206+90, END STONE 9

SHEET C-301 FOR DETAILS.

PROTECTION THICKNESS. SEE

TRANSITION TO FULL STONE

AND 205+25 CONSTRUCT

PROTECTION. BETWEEN STA. 205+10

STA. 205+10, BEGIN STONE 8

OTHERS.

ELECTRICAL LINES. REMOVED BY

STA. 204+95, POWER POLE AND 7

DEPTH OF 250 FT AND DIA. OF 0.5 FT.

BIDDING PURPOSES ASSUME WELL

DEPTH OF WELL IS UNKNOWN. FOR

SECTION 31 00 00 EARTHWORK.

ABANDON WELL PER SPECIFICATION

STA. 204+83, REMOVE PUMP AND 6

OTHERS.

ELECTRICAL LINES. REMOVED BY

STA. 204+88, POWER POLE AND 5

OTHERS.

ELECTRICAL LINES. REMOVED BY

STA. 204+70, POWER POLE AND 4

LIMITS OF WORK.3

CD-108.

DEMOLITION SHEETS CD-101 TO

"J" LEVEE REMOVAL AREA. SEE 2

LEVEE DEGRADE GRADE.

ROAD CROSS GRADE TO MATCH "J"

205+25 TRANSITION MAINTENANCE

BETWEEN STA. 205+10 AND STA.

15’ WATERSIDE MAINTENANCE ROAD. 1

NOTES:

AM - 00003

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N

S A

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A M

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C A

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C O

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P A

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F T

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D e s ig n e d b y

D w n b y

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R e v ie w e d b y

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P lo t s c a le

P lo t d a te

F il e n a m e

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D e s ig n f il e n o

D a te

R e v

S y m b o l

D e s c ri p ti o n

D a te

A p p ro v e d

US Army Corps of Engineers

Sacramento District

H

C A

R O

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H

C A

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C-101

M A

T C

H L

IN

E

S

T A

A

S

E E S

H E

E T C -1

:1

0 20’ 40’ 80’ 120’

SCALE: 1" = 40’-0"

WATERSIDE

LANDSIDE

BOTTOM

INSPECTION TRENCH

.5 :1

BEGIN

SETBACK LE

VEE

STATION 20

5 + 0

SPECIFICATION SECTION NO. 02 29 00.

INSTALL STONE PROTECTION PER 3.

SECTIONS.

SEE SHEET C-301 FOR TYPICAL 2.

205+00 AND 216+00.

MAINTENANCE ROAD BETWEEN STA.

DO NOT CONSTRUCT LANDSIDE 1.

GENERAL NOTES:

R

E V

IS

E D N

O T

E

R A

IS

E D L

E V

E E C

O N

T R

O L E

L E

V A

T

IO

N

P L

A N A

N D P

R O

F

IL

E

S T

A T

O S

T A

RAMP

DIRT RD

N

E 6564900

E 6564900

S T

A . 2

E le v

.9

EL. 147.63

Grade = -0.051%

EXISTING GROUND

EL. 147.80

P V I

A

SETBACK LEVEE CONTROL

SECTION.

C-301 FOR TYPICAL

ELEVATION. SEE SHEET

LEVEE CONTROL

3’ BELOW SETBACK

DEGRADE "J" LEVEE TO

S T

A

DWSE

E le v

.9

P V I

A

G ra d e .2

G ra d e .0

170170

170170

204+00 206+00 208+00

E L E

V A

T

IO

N F

T

N G

V D

E L E

V A

T

IO

N F

T

N G

V D

STATION

PLAN

PROFILE

SECTIONS.

SEE SHEET C-301 FOR TYPICAL 2.

205+00 AND 216+00.

MAINTENANCE ROAD BETWEEN STA.

DO NOT CONSTRUCT LANDSIDE 1.

GENERAL NOTES:

SECTION AS SHOWN ON SHEET C-301.

MAINTENANCE ROAD PER TYPICAL

EXISTING GRADE TO LANDSIDE 15"

CONSTRUCT TRANSITION FROM

STA. 216+00 TO STA. 216+50, 8

RAISED BY OTHERS.

AND ELECTRICAL LINES IN PLACE.

STA. 215+30, PROTECT POWER POLE 7

OTHERS. PROTECT IN PLACE.

ELECTRICAL LINES INSTALLED BY

STA. 212+00, NEW POWER POLE AND 6

OTHERS.

ELECTRICAL LINES. REMOVED BY

STA. 212+00, POWER POLE AND 5

AND ELECTRICAL LINES IN PLACE.

STA. 208+73, PROTECT POWER POLE 4

MATERIAL FOR USE AS TOPSOIL.

REMOVE AND STOCKPILE DIRT ROAD 3

LIMITS OF WORK.2

15’ MAINTENANCE ROAD.1

NOTES:

DIRT RD

DIRT RD

DIRT RD

DIRT RD

.3

.8

.0

.3

.4

.7

.9

P

.2

P C

.2

.4

.5

.5

.7

.7

.8

M A

T C

H L

IN

E

S

T A

A

S

E E S

H T C -1

N

DWSE

INSPECTION TRENCH BOTTOM

LANDSIDE

WATERSIDE

N

N

N

E 6564900

E 6564900

E 6565200

C-102

S T

A .2

T

O S

T A

P L

A N A

N D P

R O

F

IL

E

EXISTING GROUND

0 20’ 40’ 80’ 120’

SCALE: 1" = 40’-0"

Grade = -0.034%Grade = -0.051%

PROFILE

PLAN

A

B

C

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G L E

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M

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R E

D U

C T

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N A

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C O

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S T

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S T

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A T

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N P

H A

S E I

C H

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F

C

IV

E

N G

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E S S

E C B

S A

C R

A M

E N

T O D

IS

T R

IC

T

/S

R

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H A

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B

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Sheet reference number:

S A

C R

A M

E N

T O

C A

-2

J S

T R

E E

T

IN

-H

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S E D

E S

IG

N

S A

C R

A M

E N

T O

C A

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IF

O R

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C O

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S O

F E

N G

IN

E E

R S

D E

P A

R T

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N T O

F T

H E A

R M

Y

D e s ig n e d b y

D w n b y

S p e c N o

R e v ie w e d b y

S u b m it te d b y

P lo t s c a le

P lo t d a te

F il e n a m e

D ra w in g C o d e

D e s ig n f il e n o

D a te

R e v

S y m b o l

D e s c ri p ti o n

D a te

A p p ro v e d

US Army Corps of Engineers

Sacramento District

H

C A

R O

T A

H

C A

R O

T A /B L

IA

N G

S

U B

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IT

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/1

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M A

T C

H L

IN

E S

T A . A

S

E E S

H T C -1

AM - 00003

170170

170170

208+00 210+00 212+00 214+00 216+00 216+50

E L E

V A

T

IO

N F

T

N G

V D

E L E

V A

T

IO

N F

T

N G

V D

STATION

EL. 147.80

EL. 147.41

E le v

.5

P V I

A

.0

SETBACK LEVEE CONTROL

R

A

IS

E D L

E V

E E C

O N

T R

O L E

L E

V A

T

IO

INSPECTION TRENCH BOTTOM

DIRT RD

DIRT RD

.3

.5

.7

.6

.8

.9

.0

.0

.1

.2

.6

.8

.9

.3

.3

.5

.5

.8

.8

N

N

N

N

N

E 6565200

E 6565200

E 6565500

E 6565500

E 6565500

S T

A T

O S

T A

SECTIONS.

SEE SHEET C-301 FOR TYPICAL 1.

GENERAL NOTES:

1 2 3 4

6 7

WIDTH OF TURNOUT.

AND 220+00 TRANSITION FROM FULL

TURNOUT. BETWEEN STATION 219+75

STA. 220+00, END WATERSIDE 7

FULL WIDTH OF TURNOUT.

219+25 CONSTRUCT TRANSITION TO

TURNOUT. BETWEEN STA. 219+00 AND

STA. 219+00, BEGIN WATERSIDE 6

FENCE.

MAINTENANCE ROAD AND 8’ HIGH DEER

STA. 216+50. BEGIN LANDSIDE 5

LIMITS OF WORK.4

GATE. SEE SHEET C-501 FOR DETAILS.

STA. 219+00, INSTALL DOUBLE SWING 3

8’ HIGH DEER FENCE. SEE SHEET C-501.2

15’ MAINTENANCE ROAD.1

NOTES:

C-103

A

B

C

4 3 2 1

J

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C A

L

IF

O R

N

IA

H A

M

IL

T O

N C

IT

Y F

L O

O D D

A M

A G

E

-0

-6

G L E

N N C

O U

N T

Y

M

B O

E D

T K

E R

R E

D U

C T

IO

N A

N D E

C O

S Y

S T

E M

R E

S T

O R

A T

IO

N P

H A

S E I

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 D

IS

T R

IC

T

/S

R

IC

H A

R D T

O R

B

IK

Sheet reference number:

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

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

R T

M E

N T O

F T

H E A

R M

Y

D e s ig n e d b y

D w n b y

S p e c N o

R e v ie w e d b y

S u b m it te d b y

P lo t s c a le

P lo t d a te

F il e n a m e

D ra w in g C o d e

D e s ig n f il e n o

D a te

R e v

S y m b o l

D e s c ri p ti o n

D a te

A p p ro v e d

US Army Corps of Engineers

Sacramento District

H

C A

R O

T A

H

C A

R O

T A /B L

IA

N G

S

U B

M

IT

T A

L

/1

/2

N

P L

A N A

N D P

R O

F

IL

E

M A

T C

H L

IN

E

S

T A

A

S

E E S

H T C -1

M A

T C

H L

IN

E S

T A . A

S

E E S

H T C -1

EXISTING GROUND

SETBACK LEVEE CONTROL

AM - 00003

0 20’ 40’ 80’ 120’

1" = 40’-0"SCALE:

PROFILE

PLAN

170170

170170

A 216+50 A 218+00 A 220+00 A 222+00 A 224+00 A 226+00

STATION

P V I

A

.5

E le v

.2

P V I

A

.5

E le v

.9

Grade = -0.042% Grade = -0.073% G ra d e .0

E L E

V A

T

IO

N F

T N

G V

D

E L E

V A

T

IO

N F

T N

G V

D

EL. 147.41

EL. 146.88DWSE

R

A

IS

E D L

E V

E E C

O N

T R

O L E

L E

V A

T

IO

N

LIMITS OF WORK.3

C-501.

8’ HIGH DEER FENCE. SEE SHEET 2

15’ MAINTENANCE ROAD.1

NOTES"

0 20’ 40’ 80’ 120’

SCALE: 1" = 40’-0"

INSPECTION TRENCH BOTTOM

SECTIONS.

SEE SHEET C-301 FOR TYPICAL 1.

GENERAL NOTES:

DIRT RD

DIRT RD

DIRT RD

.8

.9

.1

.2

.4

.7

.8

.8

.8

Q

.1

.4

.4

.4

.5

.7

.8

Q C

.1

.5

N

N

N

N

N

E 6565500

E 6565800

E 6565800

E 6565800

E 6566100

PLAN

N

PROFILE

EXISTING GROUND

SETBACK LEVEE CONTROL

C-104

A

B

C

4 3 2 1

J

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C A

L

IF

O R

N

IA

H A

M

IL

T O

N C

IT

Y F

L O

O D D

A M

A G

E

-0

-6

G L E

N N C

O U

N T

Y

M

B O

E D

T K

E R

R E

D U

C T

IO

N A

N D E

C O

S Y

S T

E M

R E

S T

O R

A T

IO

N P

H A

S E I

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 D

IS

T R

IC

T

/S

R

IC

H A

R D T

O R

B

IK

Sheet reference number:

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

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

R T

M E

N T O

F T

H E A

R M

Y

D e s ig n e d b y

D w n b y

S p e c N o

R e v ie w e d b y

S u b m it te d b y

P lo t s c a le

P lo t d a te

F il e n a m e

D ra w in g C o d e

D e s ig n f il e n o

D a te

R e v

S y m b o l

D e s c ri p ti o n

D a te

A p p ro v e d

US Army Corps of Engineers

Sacramento District

H

C A

R O

T A

H

C A

R O

T A /B L

IA

N G

S

U B

M

IT

T A

L

/1

/2

S T

A T

O S

T A

P L

A N A

N D P

R O

F

IL

E

M A

T C

H L

IN

E

S

T A

A

S

E E S

H T C -1

M A

T C

H L

IN

E S

T A . A

S

E E S

H T C -1

AM - 00003

170170

170170

A 226+00 A 228+00 A 230+00 A 232+00 A 234+00 A 235+50

STATION

Grade = -0.040%

E L E

V A

T

IO

N F

T N

G V

D

E L E

V A

T

IO

N F

T N

G V

D

EL. 146.88

EL. 146.50

DWSE

R

A

IS

E D L

E V

E E C

O N

T R

O L E

L E

V A

T

IO

0 20’ 40’ 80’ 120’

SCALE: 1" = 40’-0"

INSPECTION TRENCH BOTTOM

SECTIONS.

SEE SHEET C-301 FOR TYPICAL 1.

GENERAL NOTES:

AM - 00003

DIRT RD

DIRT RD

.0

.0

.2

.4

.8

.9

.1

.3

.3

.3

.4

.4

.5

.5

.6

.8

.8

.9

.1

.3

.5

N

N

N

N

N

E 6566100

E 6566100

E 6566100

E 6566400

PLAN

PROFILE

EXISTING GROUND

SETBACK LEVEE CONTROL

N

WIDTH OF TURNOUT.

AND 245+00 TRANSITION FROM FULL

TURNOUT. BETWEEN STATION 244+75

STA. 245+00, END WATERSIDE 5

TO FULL WIDTH OF TURNOUT.

STA. 244+25 CONSTRUCT TRANSITION

TURNOUT. BETWEEN STA. 244+00 AND

STA. 244+00, BEGIN WATERSIDE 4

LIMITS OF WORK.3

8’ HIGH DEER FENCE. SEE SHEET C-501.2

15’ MAINTENANCE ROAD.1

NOTES:

C-105

R

A

IS

E D L

E V

E E C

O N

T R

O L E

L E

V A

T

IO

N

A

B

C

4 3 2 1

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C A

L

IF

O R

N

IA

H A

M

IL

T O

N C

IT

Y F

L O

O D D

A M

A G

E

-0

-6

G L E

N N C

O U

N T

Y

M

B O

E D

T K

E R

R E

D U

C T

IO

N A

N D E

C O

S Y

S T

E M

R E

S T

O R

A T

IO

N P

H A

S E I

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 D

IS

T R

IC

T

/S

R

IC

H A

R D T

O R

B

IK

Sheet reference number:

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

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

R T

M E

N T O

F T

H E A

R M

Y

D e s ig n e d b y

D w n b y

S p e c N o

R e v ie w e d b y

S u b m it te d b y

P lo t s c a le

P lo t d a te

F il e n a m e

D ra w in g C o d e

D e s ig n f il e n o

D a te

R e v

S y m b o l

D e s c ri p ti o n

D a te

A p p ro v e d

US Army Corps of Engineers

Sacramento District

H

C A

R O

T A

H

C A

R O

T A /B L

IA

N G

S

U B

M

IT

T A

L

/1

/2

P L

A N A

N D P

R O

F

IL

E

S T

A T

O S

T A

M A

T C

H L

IN

E

S

T A

A

S

E E S

H T C -1

M A

T C

H L

IN

E S

T A . A

S

E E S

H T C -1

EL. 144.56

170170

170170

A 235+50 A 236+00 A 238+00 A 240+00 A 242+00 A 244+00 A 245+00

STATION

P V I

A

.0

E le v

.4

P V I

A

.7

E le v

.8

Grade = -0.040%

G ra d e .7

Grade = -0.038%

E L E

V A

T

IO

N F

T N

G V

D

E L E

V A

T

IO

N F

T N

G V

D

EL. 146.50

DWSE

0 20’ 40’ 80’ 120’

SCALE: 1" = 40’-0"

SETBACK LEVEE

0+00

1+00

1+78

S T

A

S T

A

TRANSITION

SEE NOTE 18

.5 :1

FOR MORE DETAILS

SEE SHEET C-120

RAMP AT STA. 301+40

MAINTENANCE ROAD

FOR MORE DETAILS

SEE SHEET C-120

RAMP AT STA. 301+00

MAINTENANCE ROAD

SECTIONS.

SEE SHEET C-301 FOR TYPICAL 1.

GENERAL NOTES:

R

E V

IS

E D S

IT

E E

C

U L

V E

R T A

L

IG

N M

E N

T I

N S

P E

C T

IO

N T

R E

N C

H E

X T

E N

T S

R

E V

IS

E D D

E E

R F

E N

C E A

N D L

IM

IT

S O

F W

O R

K

S T

A

E: 6570065.28

N: 2385181.40

R E

V

IS

E D N

O T

E S

D E

L E

T E

D N

O T

E

A D

D E

D A

T

T C

O M

M D

A T

A

.7

.9

.1

.3

.4

.4

.5

.6

.6

.6

.7

C O

U N

T Y R

O A

D

C O

U N

T Y R

O A

D

.7

PLAN

.3

.3

.4

.5

.6

.6

.7

.7

P A

R K

IN

G L

O T

G R

A V

L

.0

.2

.5

U

E

.9

N

N

N

N

N

E 6569700

E 6570000

E 6570000

E 6570000

E 6570300

TRENCH.

PRIOR TO EXCAVATING INSPECTION

DATA ON THIS SHEET. VERIFY LOCATION

PROTECT IN PLACE. SEE POTHOLING

BURIED AT&T COMMUNICATIONS LINE, 20

23.

RAMP WEST TO TIE INTO COUNTY ROAD

FOLLOWS SOUTHERN TOE OF SITE E2

LANDSIDE 15’ MAINTENANCE ROAD 19

CROWN WIDTH FROM 15’ TO 10’.

STA. 304+50 TO STA. 305+00, TRANSITION 18

STA. 308+00, RESUME 8’ DEER FENCE.17

REMOVED BY OTHERS.

STA. 303+87, UTILITY POLE TO BE 16

OTHERS.

ELECTRICAL LINES. REMOVED BY

STA. 303+96, POWER POLE AND 15

C-120.

SITE E2 RAMP ALIGNMENT. SEE SHEET 14

AND STA. 304+00, SEE SHEET C-502.

PIPE GATES, STA. 302+75, STA. 303+75, 13

STA. 301+50, END 8’ DEER FENCE.12

23.

RAMP EAST TO TIE INTO COUNTY ROAD

FOLLOWS SOUTHERN TOE OF SITE E2

WATERSIDE 15’ MAINTENANCE ROAD 11

CD-108.

CONCRETE STRUCTURE. SEE SHEET 10

BIDDING PURPOSES.

6 INCHES. ASSUME DEPTH OF 250 FT FOR

EARTHWORK. DEPTH IS UNKNOWN, DIA. IS

GROUT WELL PER SPEC 31 00 00

STA. 303+80, PUMP REMOVED BY OTHERS. 9

FENCE AND GATE.

STA. 303+50, REMOVE AND DISPOSE 7

ALIGNMENT, SEE SHEET C-122.

SITE E2 DRAINAGE STRUCTURE 6

CONCRETE PIPE.

STA. 303+00, REMOVE AND DISPOSE 18" 5

AND STANDPIPE.

ORCHARD FLOOD IRRIGATION WATERLINE

REMOVE AND DISPOSE OF EXISTING 4

LIMITS OF WORK.3

8’ HIGH DEER FENCE. SEE SHEET C-501.2

15’ MAINTENANCE ROAD.1

NOTES:

3:1

3:1

3:1

3:1

3:1

3:1

3:1

3:1

3:1

3:1

A

B

C

4 3 2 1

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C A

L

IF

O R

N

IA

H A

M

IL

T O

N C

IT

Y F

L O

O D D

A M

A G

E

-0

-6

G L E

N N C

O U

N T

Y

M

B O

E D

T K

E R

R E

D U

C T

IO

N A

N D E

C O

S Y

S T

E M

R E

S T

O R

A T

IO

N P

H A

S E I

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 D

IS

T R

IC

T

/S

R

IC

H A

R D T

O R

B

IK

Sheet reference number:

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

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

R T

M E

N T O

F T

H E A

R M

Y

D e s ig n e d b y

D w n b y

S p e c N o

R e v ie w e d b y

S u b m it te d b y

P lo t s c a le

P lo t d a te

F il e n a m e

D ra w in g C o d e

D e s ig n f il e n o

D a te

R e v

S y m b o l

D e s c ri p ti o n

D a te

A p p ro v e d

US Army Corps of Engineers

Sacramento District

H

C A

R O

T A

H

C A

R O

T A /B L

IA

N G

S

U B

M

IT

T A

L

/1

/2

P L

A N A

N D P

R O

F

IL

E

S T

A T

O S

T A

AM - 00003

3:1

EXISTING GROUND

TRAINING DIKE CONTROL

N

M A

T C

H L

IN

E

S

T A

A

S

E E S

H T C -1

M A T C

H L

IN

E S

T A . A S

E E S

H T C -1 / C

-1

C-112

170170

170170

A 300+50 A 302+00 A 304+00 A 306+00 A 308+00 A 310+00

STATION

P V I

A

.0

E le v

.0

P V I

A

.0

E le v

.6

P V I

A

.0

E le v

.7

P V I

A

.0

E le v

.7

P V I

A

.5

E le v

.5

P V I

A

.5

E le v

.7

P V I

A

.0

E le v

.6

P V I

A

.0

E le v

.2

Grade = -0.090% G ra d e .4

G ra d e .3

G ra d e .0

G ra d e .8

Grade = -0.934% Grade = -0.086% Grade = -0.126% Grade = -0.003%

E L E

V A

T

IO

N F

T N

G V

D

E L E

V A

T

IO

N F

T N

G V

D

EL. 138.24EL. 140.18

TRAINING DIKE

CONTROL

SETBACK LEVEE

SITE E2 RAMP

STA. 303+47.76

INSPECTION TRENCH BOTTOM SHEET C-122

CONCRETE CULVERT PER

INSTALL 36" REINFORCED

DWSE

STRUCTURE

SITE E2 DRAINAGE

STA. 302+72.5 CL CL

PROFILE

B U

R

IE

D P

IP

E

W A

T E

R L

IN

E N

E W W

A T

E R L

IN

E

SECTIONS.

SEE SHEET C-301 FOR TYPICAL 1.

GENERAL NOTES:

E: 6570062.84

N: 2384839.19

9.

9.

9.

9.

9.

9.

0.

0.

0.

0.

0.

0.

1.

V

N

N

N

N

N

E 6570000E 6570000E 6570000E 6570000

E 6570300E 6570300E 6570300

R

E V

IS

E D D

E E

R F

E N

C E A

N D L

IM

IT

S O

F W

O R

K

1 4

00.

WATERLINE PER SPEC. SEC. NO. 31 00

PLUG REMAINING ENDS OF

MAINTENANCE ROAD FOOTPRINTS.

EXTENTS OF SETBACK LEVEE AND

OF EXISTING WATER LINE WITHIN

STA. A 311+25 REMOVE AND DISPOSE 4

LIMITS OF WORK.3

C-501.

8’ HIGH DEER FENCE. SEE SHEET 2

15’ MAINTENANCE ROAD.1

NOTES:

PROFILE

PLAN

A

B

C

4 3 2 1

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C A

L

IF

O R

N

IA

H A

M

IL

T O

N C

IT

Y F

L O

O D D

A M

A G

E

-0

-6

G L E

N N C

O U

N T

Y

M

B O

E D

T K

E R

R E

D U

C T

IO

N A

N D E

C O

S Y

S T

E M

R E

S T

O R

A T

IO

N P

H A

S E I

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 D

IS

T R

IC

T

/S

R

IC

H A

R D T

O R

B

IK

Sheet reference number:

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

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

R T

M E

N T O

F T

H E A

R M

Y

D e s ig n e d b y

D w n b y

S p e c N o

R e v ie w e d b y

S u b m it te d b y

P lo t s c a le

P lo t d a te

F il e n a m e

D ra w in g C o d e

D e s ig n f il e n o

D a te

R e v

S y m b o l

D e s c ri p ti o n

D a te

A p p ro v e d

US Army Corps of Engineers

Sacramento District

H

C A

R O

T A

H

C A

R O

T A /B L

IA

N G

S

U B

M

IT

T A

L

/1

/2

N

AM - 00003

M A

T C

H L

IN

E

S

T A

A

S

E E S

H T C -1

M A T C

H L

IN

E S

T A . A S

E E S

H T C -1

0 20’ 40’ 80’ 120’

1" = 40’-0"SCALE:

TRAINING DIKE CONTROL

EXISTING GROUND

C-113

P L

A N A

N D P

R O

F

IL

E

S T

A T

O S

T A

EL. 138.24 EL. 138.21

160160

160160

A 310+00 A 312+00 A 314+00 A 316+00 A 318+00 A 319+00

STATION

Grade = -0.003%

E L E

V A

T

IO

N F

T N

G V

D

E L E

V A

T

IO

N F

T N

G V

D

.9

.9

.0

.6

.7

.7

.1

.1

.2

.3

.6

W

SECTIONS.

SEE SHEET C-301 FOR TYPICAL 1.

GENERAL NOTES:

10%

10%

:1

:1

10%

10%

C-123.

STRUCTURE ALIGNMENT. SHEE SHEET

STA. 326+20, SITE F2 DRAINAGE 5

TO FULL WIDTH OF TURNOUT.

STA. 327 +25 CONSTRUCTION TRANSITION

TURNOUT, BEWTWEEN STA. 327 +00 AND

STA. A 337+00, BEGIN WATERSIDE 4

LIMITS OF WORK.3

8’ HIGH DEER FENCE. SEE SHEET C-501.2

15’ MAINTENANCE ROAD.1

NOTES:

E: 6570060.4229

N: 2383746.5421

E: 6570849.64

N: 2383746.47

E: 6570876.14

N: 2383729.54

2:1

2:1

N 2

N 2

N 2

N 2

N 2

E

E

E

E

E

0 3

0 20’ 40’ 80’ 120’

SCALE: 1" = 40’-0"

PROFILE

PLAN

R

E V

IS

E D D

E E

R F

E N

C E A

N D L

IM

IT

S O

F W

O R

K

N

TRAINING DIKE CONTROL

EXISTING GROUND

STRUCTURE

SITE F2 DRAINAGE

STA. 326+21

PER SHEET C-123

CONCRETE CULVERT

INSTALL 36" REINFORCED

CL

A

B

C

4 3 2 1

J

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C A

L

IF

O R

N

IA

H A

M

IL

T O

N C

IT

Y F

L O

O D D

A M

A G

E

-0

-6

G L E

N N C

O U

N T

Y

M

B O

E D

T K

E R

R E

D U

C T

IO

N A

N D E

C O

S Y

S T

E M

R E

S T

O R

A T

IO

N P

H A

S E I

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 D

IS

T R

IC

T

/S

R

IC

H A

R D T

O R

B

IK

Sheet reference number:

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

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

R T

M E

N T O

F T

H E A

R M

Y

D e s ig n e d b y

D w n b y

S p e c N o

R e v ie w e d b y

S u b m it te d b y

P lo t s c a le

P lo t d a te

F il e n a m e

D ra w in g C o d e

D e s ig n f il e n o

D a te

R e v

S y m b o l

D e s c ri p ti o n

D a te

A p p ro v e d

US Army Corps of Engineers

Sacramento District

H

C A

R O

T A

H

C A

R O

T A /B L

IA

N G

S

U B

M

IT

T A

L

/1

/2

AM - 00003

MATCH

LIN

E S

TA.

A

7+ S

EE

SHT C

-11

M A T C

H L

IN

E

S T A A S

E E S

H T C -1

C-114

P L

A N A

N D P

R O

F

IL

E

S T

A T

O S

T A

EL. 138.21 EL. 137.86

160160

160160

A 319+00 A 320+00 A 322+00 A 324+00 A 326+00 A 327+50

STATION

P V I

A

.0

E le v

.2

Grade = -0.003% Grade = -0.096%

E L E

V A

T

IO

N F

T N

G V

D

E L E

V A

T

IO

N F

T N

G V

D

SECTIONS.

SEE SHEET C-301 FOR TYPICAL 1.

GENERAL NOTES:

0 20’ 40’ 80’ 120’

1" = 40’-0"SCALE:

.0

.0

.0

.1 3 1 .5

.6

.6

.7

.9

.0

.3 1 1 .3

.3 9 1 .6

W

.6

.7

.1

.2

.6

.0

W C

N

N

N

N

N

E 6570900

E 6570900

E 6571200

E 6571200

E 6571200

PLAN

WIDTH OF TURNOUT.

CONSTRUCT TRANSITION FROM FULL

BETWEEN STA. 328+00 AND STA. 328+25

STA. 328+25, END WATERSIDE TURNOUT. 5

MAINTENANCE ROAD FOOTPRINTS.

WATERLINE WITHIN SETBACK LEVEE AND

ORCHARD FLOOD IRRIGATION

STA. A 337+25, REMOVE AND DISPOSE 4

LIMITS OF WORK.3

8’ HIGH DEER FENCE. SEE SHEET C-501.2

15’ MAINTENANCE ROAD.1

NOTES:

R

E V

IS

E D N

O T

E

PROFILE

N

EXISTING GROUND

TRAINING DIKE CONTROL

A

B

C

4 3 2 1

J

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C A

L

IF

O R

N

IA

H A

M

IL

T O

N C

IT

Y F

L O

O D D

A M

A G

E

-0

-6

G L E

N N C

O U

N T

Y

M

B O

E D

T K

E R

R E

D U

C T

IO

N A

N D E

C O

S Y

S T

E M

R E

S T

O R

A T

IO

N P

H A

S E I

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 D

IS

T R

IC

T

/S

R

IC

H A

R D T

O R

B

IK

Sheet reference number:

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

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

R T

M E

N T O

F T

H E A

R M

Y

D e s ig n e d b y

D w n b y

S p e c N o

R e v ie w e d b y

S u b m it te d b y

P lo t s c a le

P lo t d a te

F il e n a m e

D ra w in g C o d e

D e s ig n f il e n o

D a te

R e v

S y m b o l

D e s c ri p ti o n

D a te

A p p ro v e d

US Army Corps of Engineers

Sacramento District

H

C A

R O

T A

H

C A

R O

T A /B L

IA

N G

S

U B

M

IT

T A

L

/1

/2

AM - 00003

M A

T C

H L

IN

E

S

T A

A

S

E E S

H T C -1

M A

T C

H L

IN

E

S

T A

A

S

E E S

H T C -1

C-115

P L

A N A

N D P

R O

F

IL

E

S T

A T

O S

T A

EL. 137.02

EL. 137.86

DWSE

160160

160160

A 327+50 A 328+00 A 330+00 A 332+00 A 334+00 A 336+00 A 337+00

STATION

P V I

A

.5

E le v

.1

Grade = -0.096% Grade = -0.049%

E L E

V A

T

IO

N F

T N

G V

D

E L E

V A

T

IO

N F

T N

G V

D

X

SECTIONS.

SEE SHEET C-301 FOR TYPICAL 1.

GENERAL NOTES:

X C

.1

.6

.8

.9

.9

.0

.3

.4

.4

.5

.6

.6

.6

.0

.0

G R

A V

E L R

O A

D

4 1 3

N

N

N

N

E 6571200

E 6571200

E 6571500

REMAIN.

ENDS OF WATERLINE TO

FOOTPRINTS AND PLUG

MAINTENANCE ROAD

OF LEVEE AND

WATER LINE WITHIN EXTENS

STA. 337+66, REMOVE 7

GRAVEL ROAD MATERIAL.

REMOVE AND STOCKPILE 6

SHEET C-501 FOR DETAILS.

DOUBLE SWING GATE. SEE

STA. 337+55, INSTALL 5

NO. 31 00 00.

WATERLINE PER SPEC. SEC.

REMAINING ENDS OF

FOOTPRINTS AND PLUG

MAINTENANCE ROAD

EXTENTS OF LEVEE AND

AND STANDPIPE WITHIN

DISPOSE OF WATERLINE

STA. A 338+25, REMOVE AND 4

LIMITS OF WORK.3

SHEET C-501.

8’ HIGH DEER FENCE. SEE 2

15’ MAINTENANCE ROAD.1

NOTES:

0 20’ 40’ 80’ 120’

1" = 40’-0"SCALE:

N

R

E V

IS

E D N

O T

E

D E

L E

T E

D N

O T

E

EXISTING GROUND

TRAINING DIKE CONTROL

PLAN

PROFILE

A

B

C

4 3 2 1

J

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C A

L

IF

O R

N

IA

H A

M

IL

T O

N C

IT

Y F

L O

O D D

A M

A G

E

-0

-6

G L E

N N C

O U

N T

Y

M

B O

E D

T K

E R

R E

D U

C T

IO

N A

N D E

C O

S Y

S T

E M

R E

S T

O R

A T

IO

N P

H A

S E I

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 D

IS

T R

IC

T

/S

R

IC

H A

R D T

O R

B

IK

Sheet reference number:

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

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

R T

M E

N T O

F T

H E A

R M

Y

D e s ig n e d b y

D w n b y

S p e c N o

R e v ie w e d b y

S u b m it te d b y

P lo t s c a le

P lo t d a te

F il e n a m e

D ra w in g C o d e

D e s ig n f il e n o

D a te

R e v

S y m b o l

D e s c ri p ti o n

D a te

A p p ro v e d

US Army Corps of Engineers

Sacramento District

H

C A

R O

T A

H

C A

R O

T A /B L

IA

N G

S

U B

M

IT

T A

L

/1

/2

AM - 00003

M A

T C

H L

IN

E

S

T A

A

S

E E S

H T C -1

M A

T C

H L

IN

E

S

T A

A

S

E E S

H T C -1

C-116

P L

A N A

N D P

R O

F

IL

E

S T

A T

O S

T A

EL. 137.02 EL. 136.53

160160

160160

A 337+00 A 338+00 A 340+00 A 342+00 A 344+00 A 346+00 A 347+00

STATION

Grade = -0.049%

E L E

V A

T

IO

N F

T N

G V

D

E L E

V A

T

IO

N F

T N

G V

D

36" FLAP GATE

A

B

C

4 3 2 1

J

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C A

L

IF

O R

N

IA

H A

M

IL

T O

N C

IT

Y F

L O

O D D

A M

A G

E

-0

-6

G L E

N N C

O U

N T

Y

M

B O

E D

T K

E R

R E

D U

C T

IO

N A

N D E

C O

S Y

S T

E M

R E

S T

O R

A T

IO

N P

H A

S E I

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 D

IS

T R

IC

T

/S

R

IC

H A

R D T

O R

B

IK

Sheet reference number:

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

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

R T

M E

N T O

F T

H E A

R M

Y

D e s ig n e d b y

D w n b y

S p e c N o

R e v ie w e d b y

S u b m it te d b y

P lo t s c a le

P lo t d a te

F il e n a m e

D ra w in g C o d e

D e s ig n f il e n o

D a te

R e v

S y m b o l

D e s c ri p ti o n

D a te

A p p ro v e d

US Army Corps of Engineers

Sacramento District

H

C A

R O

T A

H

C A

R O

T A /B L

IA

N G

S

U B

M

IT

T A

L

/1

/2

150150

150150

0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50

STATION

E L E

V A

T

IO

N F

T

N G

V D

E L E

V A

T

IO

N F

T

N G

V D

18" THICK FILTER MATERIAL

SETBACK LEVEE ALIGNMENT

SITE E2 RAMP ALIGNMENT

LIMITS OF WORK

LIMITS OF WORK

LIMITS OF WORK

INVERT EL. 129.40’ 15

EL. = 139.85’

TOP OF CONCRETE

RISER STRUCTURE

P V I.

EXISTING GRADE

E L

.0

E L .0

P V I.

E L .5

P V I.

P V I.

E L .0

0.36% 0.36% 0.00% 0.00% 0.36%

EXISTING GRADE

INVERT EL. = 129.19’

OUTLET STRUCTURE

0.75%

FILL

AM - 00003

R E

A L

IG

N E

D C

U L

V E

R T A

N D R

E V

IS

D

K

Y E

D N

O T

E S

U P

D A

T E

D P

R O

F

IL

E A

N D A

L

IG

N M

E N

T T

A B

L E

0.

1.

1.

1.

1.

COUNTY ROAD 23

COUNTY ROAD 23

COUNTY ROAD 23

2.

3.

3.

SETBACK LEVEE TOE

E

:13

:1

:1

:13

:1

:1

ALIGNMENT CONTROL

SITE E2 DRAINAGE STRUCTURE

:1

:1

:1 3 :1

:1

:1

0 6 0 7 0 8 0 9

304+00

INLET STRUCTURE

RISER STRUCTURE

SITE E2 DRAINAGE STRUCTURE PROFILE

SEGMENTS.

NUMBER OF 4’ PIPE LENGTHS IS NOT TO EXCEED THREE

UPSTREAM OF THE OUTLET STRUCTURE. CONSECUTIVE

AND DOWNSTREAM OF THE RISER STRUCTURE, AND

DOWNSTREAM OF THE INLET STRUCTURE, UPSTREAM

A MINIMUM OF TWO 4’ LENGTHS OF PIPE MUST BE USED 10.

NOT TO EXCEED 8’ LENGTHS.

REINFORCED CONCRETE PIPE SEGMENT LENGTHS ARE 9.

HANDRAILS.

PROVIDE AND INSTALL ALL LADDERS, GRATES AND 8.

INSTALLATION OF SLIDE AND FLAP GATES.

FOLLOW GATE MANUFACTURER’S INSTRUCTION FOR

GATE OPERATOR AND ALL APPURTENANT HARDWARE.

PROVIDE AND INSTALL GATE, GATE FRAME, GATE STEM, 7.

SPECIFIED PIPE SIZES.

ACCOMMODATE THE RCP PIPES MUST BE FITTED WITH

THROUGHOUT THIS PROJECT BUT OPENINGS TO

INLET AND OUTLET STRUCTURES ARE TYPICAL 6.

ALL RCP JOINTS MUST HAVE AN O-RING GASKET.5.

SEE CIVIL SHEET C-301 FOR TYPICAL LEVEE SECTIONS.4.

NOTED.

DRAINAGE TRENCH ALIGNMENT UNLESS OTHERWISE

STRUCTURE SHALL COINCIDE WITH THE EXISTING

TRENCH. THE ALIGNMENT OF THE NEW DRAINAGE

ALIGN WITH AND CONNECT TO THE EXISTING DRAINAGE

LOCATION OF NEW DRAINAGE STRUCTURE TO BEST

AND RISERS ARE APPROXIMATE. FIELD ADJUST

LOCATION AND ALIGNMENTS OF DRAINAGE STRUCTURES 3.

SEE SHEET C-503 FOR RIPRAP DETAILS.2.

RISER STRUCTURES’ DETAILS AND REQUIREMENTS.

SEE SHEETS S-001 TO S-109 FOR INLET, OUTLET, AND 1.

NOTES:

SLOPES MUST BE 5:1.

TO THE TOP OF THE OUTLET STRUCTURE, AND SIDE

PIPE COVER FILL ON WATERSIDE OF LEVEE MUST BE 11

DITCH.

SIDE OF INLET STRUCTURE UNTIL IT DAYLIGHTS AT

CONTINUE 1 FT WIDE FILTER MATERIAL ALONG NORTH 10

LEAVE 1 FT WIDTH OF FILTER MATERIAL EXPOSED.9

FOR TYPICAL SECTION.

TO CULVERT INLET AND OUTLET. SEE SHEET C-503

STRUCTURE ALIGNMENT TO CONNECT EXISTING DITCH

EXCAVATE NEW DITCH ALONG SITE E2 DRAINAGE 8

RIPRAP, SEE SHEET C-503 FOR DETAILS.7

HAVE "C" WALL PER ASTM C76.

36" REINFORCED CONCRETE CULVERT. PIPE SHALL 6

SHEET C-503 FOR DETAILS.

CONTROLLED LOW STRENGTH MATERIAL (CLSM). SEE 5

RCP PIPE. SIDE SLOPES OF PIPE COVER MUST BE 3:1.

MAINTAIN A MINIMUM OF 2 FT OF COVER OVER THE

EMBANKMENT FILL MUST BE USED AS NECESSARY TO 4

FILL EXISTING DITCH .3

SHEET C-302 FOR DETAILS.

CONSTRUCT RISER STRUCTURE ACCESS RAMP. SEE 2

BACK INTO EXISTING GRADE.

EXCAVATE DITCH BOTTOM AT 0.80% SLOPE TO TIE 1

KEYED NOTES:

N

0 15’ 30’ 60’ 90’

SCALE: 1" = 30’-0"

C-122

P L

A N P

R O

F

IL

E

A N

D A

L

IG

N M

E N

T D

A T

A

S

IT

E E

D

R A

IN

A G

E S

T R

U C

T U

R E

S E

T B

A C

K L

E V

E E S

T A

PLAN

R

E V L E

V E

E T

Y P S

E C

T

IO

N S

T A

T

IO

N

IN

G

A D

D E

D G

E N

E R

A L N

O T

E S

WITHIN THE EXTENTS OF THE TRAINING DIKE.

NO INSPECTION TRENCH IS TO BE EXCAVATED

NOTE:

EXCAVATED SLOPE SURFACE

SURFACE

EXISTING "J" LEVEE

EMBANKMENT FILL

6" AGGREGATE SURFACE COURSE

2’ MIN

T O

6" AGGREGATE SURFACE COURSE

CL

CL

CL

CL

CL

CL

FILL.

CUT PRIOR TO PLACEMENT OF EMBANKMENT

ALL EXCAVATED SLOPES SHALL BE BENCH

NOTE:

CROWN WIDTH IS 15’.

BETWEEN STA. 303+00 AND STA. 304+50 TRAINING DIKE 4.

SLOPES MUST BE 2.80H:1V.

BETWEEN STA. 205+00 AND STA. 237+00 LEVEE SIDE 3.

TRAINING DIKE.

AGGREGATE SURFACE COURSE WITHIN EXTENTS OF

GRAVEL ROADS MAY BE USED IN PLACE OF

STOCKPILED GRAVEL FROM REMOVAL OF EXISTING 2.

EARTHWORK.

SURFACE PER SPECIFICATION SECTION 31 00 00

PLACE 3" OF TOPSOIL ON THE EMBANKMENT FILL 1.

GENERAL NOTES:

EMBANKMENT FILL

EMBANKMENT FILL

EMBANKMENT FILL

EMBANKMENT FILL

6"

12’

1’ SHOULDER (TYP)

8’ 15’ 15’

15’

24’

15’ 15’

15’

24’

15’

15’

15’

15’

10’

15’

LEVEE TYPICAL SECTION

M

IN

1’

6"

1’

6"

1’

6"

N.T.S.

3.5’

8’

M

IN

8’

M

IN

N.T.S.

LEVEE CROWN TYPICAL SECITON

TRAINING DIKE TYPICAL SECTION

N.T.S.

BENCHING DETAIL

6"6"

N.T.S.

N.T.S.

N.T.S.

N.T.S.

TYPICAL CROSS SECTION

STATION 205+00 TO 205+40

N.T.S.

FINAL GRADE

GROUND

EXISTING

1.5:1 1.

5:

1.

5:

11.5:1

3:1 3:1

3:13:1

3:1 3:1

LANDSIDE

LANDSIDE

WATERSIDE LANDSIDE

3:13:1

3:1 3:1

LEVEE SURFACE

DEGRADED "J"

GROUND

EXISTING

3:1

1.5:1 1.

5:

R

IP

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SETBACK LEVEE CONTROL ELEVATION

FILL. SEE BENCHING DETAIL ON THIS SHEET.

2. BENCH-CUT EXCAVATED SLOPES PRIOR TO PLACEMENT OF

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SETBACK LEVEE’S / TRAINING DIKE’S LANDSIDE

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LOCATIONS OF UTILIIES AND 1.

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NOTES:

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"J" LEVEE DEGRADE EXTENTS

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"J" LEVEE ALIGNMENT

DEGRADE TYPICAL SECTION.

SEE SHEET CD-301 FOR "J" LEVEE 2.

UTLITIES AND VEGETATION.

APPROXIMATE. VERIFY LOCATIONS OF ALL

SHOWN ON THIS SHEET ARE

LOCATIONS OF UTILIIES AND VEGETATION 1.

NOTES:

LIMITS OF WORK

AM - 00003

CONCRETE CULVERT

OF EXISTING 12"

REMOVE AND DISPOSE

WATERLINE AND STANDPIPES.

ORCHARD FLOOD IRRIGATION

REMOVE AND DISPOSE OF EXISTING

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REMOVED BY OTHERS

POWER POLES

OF 250 FT AND WIDTH OF 0.5 FT.

BIDDING PURPOSES ASSUME DEPTH

DEPTH OF WELL IS UNKNOWN. FOR

SEC. NO. 31 00 00 EARTHWORK.

REMOVE PUMP AND WELL PER SPEC.

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SEE SHEET CD-301 FOR "J" LEVEE 2.

OF ALL UTLITIES AND VEGETATION.

ARE APPROXIMATE. VERIFY LOCATIONS

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LOCATIONS OF UTILIIES AND 1.

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CREATE SWALE ON WESTERN EDGE FOR COLLECTION OF RUNOFF FROM DEGRADED EMBANKMENT SURFACE.7.

SEE SHEET G-412 FOR BORROW AREA SITES EXTENTS.6.

THAN 2 FEET ABOVE HWY 45 ROADWAY SURFACE.

GCID CANAL DREDGE SPOIL EMBANKMENTS ON EAST BANK OF CANAL MUST BE EXCAVATED STARTING AT AN ELEVATION NOT LESS 5

TOPOGRAPHY USED FOR SURVEY OF BORROW AREA IS CVFED LiDAR DATA. YEAR OF SURVEY WAS 2010.4.

RESPONSIBLE FOR ANY DAMAGE TO UTILITIES.

UTILITIES EXIST IN AND AROUND THE BORROW AREA. IDENTIFY AND PROTECT ALL ULTILITIES IN PLACE. THE CONTRACTOR IS 3.

GREATER IN DIAMETER. SEE SPECIFICATION SECTION NUMBER 01 57 20 ENVIRONMENTAL PROTECTION.

ELDERBERRY SHRUBS EXIST WITHIN THE BORROW AREA. IDENTIFY AND PROTECT ALL ELDERBERRY SHRUBS WITH STEMS 1" OR 2.

SECTION NUMBER 01 57 20 ENVIRONMENTAL PROTECTION.

IDENTIFY AND PROTECT ALL NATIVE WOODY VEGETATION WITH TRUNKS 3" OR GREATER IN DIAMETER. SEE SPECIFICATION 1.

NOTES:

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0 50 100 150 200-50-100-150-200

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0 50 100 150 200-50-100-150

AT TIME OF LiDAR SURVEY

WATER SURFACE ELEVATION

EXISTING GRADE

(S

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HWY 45 ROADWAY SURFACE

EXCAVATION LIMITS

BORROW EXCAVATION CONTROL ALIGNMENT

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AT TIME OF LiDAR SURVEY

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BORROW AREA EXCAVATION TYPICAL CROSS SECTION

BORROW AREA EXCAVATION TYPICAL CROSS SECTION