AM2_Plans.pdf

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INDEX TO CONTRACT DRAWINGS

C-2

CIVIL

STRUCTURAL

GRADING AND DRAINAGE PLAN SHEET 1 OF 2

GRADING AND DRAINAGE PLAN SHEET 2 OF 2

STORM DRAIN DETAILS

GRADING CROSS SECTIONS SHEET 1 OF 2

GRADING CROSS SECTIONS SHEET 2 OF 2

STRUCTURAL NOTES

PLAN & ELEVATION SHEET 1 OF 2

PLAN & ELEVATION SHEET 2 OF 2

SECTIONS & DETAILS SHEET 1 OF 4

SECTIONS & DETAILS SHEET 2 OF 4

SECTIONS & DETAILS SHEET 3 OF 4

SECTIONS & DETAILS SHEET 4 OF 4

MISCELLANEOUS DETAILS

LOCATIONS OF EXPLORATIONS

LOG OF EXPLORATIONS SHEET 1 OF 4

LOG OF EXPLORATIONS SHEET 2 OF 4

LOG OF EXPLORATIONS SHEET 3 OF 4

LOG OF EXPLORATIONS SHEET 4 OF 4

WALL ELEVATION AND PLAN SHEET 1 OF 2

WALL ELEVATION AND PLAN SHEET 2 OF 2

WALL DETAILS

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PLAN & ELEVATION SHEET 1 OF 1 AS-01

AS-02 WALL TIE IN DETAILS

DRAINAGE TRANSITION DETAIL

GEOTECH

GENERAL

BORINGS

CIVIL

STRUCTURAL

LANDSCAPE

OPTION 1

CIVIL

STRUCTURAL

SITE SURVEY SHEET 1 OF 2

SITE SURVEY SHEET 2 OF 2

TITLE

AC-01

AC-02

AC-03

AC-04

AC-05

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COVER SHEET

HORIZONTAL CONTROL PLAN

PLAN AND PROFILE - DIKE STA.22+60 TO STA.18+30

CROSS SECTIONS STA.22+00 TO STA.18+00

GRADING AND DRAINAGE PLAN, OPTION 1

GRADING CROSS SECTION, OPTION 1

ACCESS RAMP - EMBANKMENT STA.18+00

GENERAL STRUCTURAL NOTES & DETAILS

BOX CULVERT PROFILE & STRUCTURAL DETAILS

BOX CULVERT INLET STRUCTURE, STRUCTURAL DETAILS

BOX CULVERT OUTLET STRUCTURE, STRUCTURAL DETAILS 1 OF 2

BOX CULVERT OUTLET STRUCTURE, STRUCTURAL DETAILS 2 OF 2

72" PRESSURE PIPE - INLET STRUCTURE, STRUCTURAL DETAILS

72" PRESSURE PIPE - OUTLET STRUCTURE, STRUCTURAL DETAILS 1 OF 2

72" PRESSURE PIPE - OUTLET STRUCTURES, STRUCTURAL DETAILS 2 OF 2

PROTECTION BARRIER

PRESSURE MANHOLE STRUCTURAL DETAILS

C-1

C-2

C-3

C-4

C-5

C-6

C-7

C-8

C-9

C-10

C-11

C-12

C-13

C-14

C-15

C-16

C-17

C-18

C-19

C-20

C-21

C-22

C-23

C-24

C-25

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373/207

373/208

373/209

373/210

373/211

373/212

373/213

373/214

S-1

S-2

S-3

S-4

S-5

S-6

S-7

S-8

S-9

S-10

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373/239

373/240

373/241

373/242

373/243

373/244

373/245

373/246

373/247

373/248

373/249

373/250

G-1

G-2

G-3

G-4

G-5

G-6

G-7

G-8

G-9

G-10

G-11

G-12

G-13

G-14

G-15

G-16

G-17

G-18

G-19

G-20

G-21

G-22

G-23

G-24

G-25

G-26

G-27

G-28

G-29

G-30

G-31

G-32

G-33

G-34

DISTRICT

FILE NO. TITLE SHEET NO.

DISTRICT

FILE NO. SHEET NO.

REV "A"

REV "A"

REV "A"

REV "A"

REV "A"

REV "A"

A

REV "A"

REV "A"

REV "A"

REV "A"

REV "A"

REV "A"

REV "A"

REV "A"

PLAN OF EXPLORATION

LEGEND AND NOTES

LOGS OF FOUNDATION EXPLORATION TH75-10

LOGS OF FOUNDATION EXPLORATION TH75-12, TH75-14 AND TH75-21

LOGS OF FOUNDATION EXPLORATION TH75-22, TH75-23 AND TH75-48

LOGS OF FOUNDATION EXPLORATION TH80-15

LOGS OF FOUNDATION EXPLORATION TH87-13 AND TH87-15

LOGS OF FOUNDATION EXPLORATION TH94-1

LOGS OF FOUNDATION EXPLORATION TH94-2

LOGS OF FOUNDATION EXPLORATION TH94-3

LOGS OF FOUNDATION EXPLORATION TH94-4

LOGS OF FOUNDATION EXPLORATION TH94-5

LOGS OF FOUNDATION EXPLORATION TH06-1AW

LOGS OF FOUNDATION EXPLORATION TH06-2AW

LOGS OF FOUNDATION EXPLORATION TH07-1AD

LOGS OF FOUNDATION EXPLORATION TH07-2AD

LOGS OF FOUNDATION EXPLORATION TH07-3AD AND TH07-4AD

LOGS OF FOUNDATION EXPLORATION TH07-5AD

LOGS OF FOUNDATION EXPLORATION TH07-8AD

LOGS OF FOUNDATION EXPLORATION TH08-01AD

LOGS OF FOUNDATION EXPLORATION TH08-02AD AND TH08-03AD

LOGS OF FOUNDATION EXPLORATION TH08-04AD

LOGS OF FOUNDATION EXPLORATION TH08-05AD AND TH08-06AD

LOGS OF FOUNDATION EXPLORATION TH08-07AD, TH08-08AD AND TH08-09AD

LOGS OF FOUNDATION EXPLORATION TT79-14, TT79-15 AND TT79-16

LOGS OF FOUNDATION EXPLORATION TT79-18 AND TT79-19

LOGS OF FOUNDATION EXPLORATION TT87-17, TT87-18 AND TT87-19

LOGS OF FOUNDATION EXPLORATION TT87-20, TT87-21 AND TT87-22

LOGS OF FOUNDATION EXPLORATION TT94-1 AND TT94-2

LOGS OF BORROW EXPLORATION TH75-26, TH75-27, TH75-28 AND TH75-29

LOGS OF BORROW EXPLORATION TH79-1, TH79-2, TH79-3, TH79-5 AND TH79-6

LOGS OF BORROW EXPLORATION TH79-7, TH79-8, TH79-9, TH79-10, TH79-11 AND TH79-12

LOGS OF BORROW EXPLORATION TH80-2, TH80-3 AND TH80-4

LOGS OF BORROW EXPLORATION TT79-1, TT79-2, TT79-3, TT79-5, TT79-6, TT79-7,

TT79-8 AND TT79-9

REV "A" REV "A"

REV "A"

REV "A" REV "A"

REV "A"

REV "A"

REV "A"

REV "A"

REV "A"

REV "A"

REV "A"

REV "A"

REV "A"

REV "A"

REV "A"

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

I N

D E

X R

E V

I S

E D

A

C C

O M

P A

N I E

S A

M E

N D

N O

.0

R E

V

A

REV "A"A

A REV "A"

A REV "A"

A REV "A"

VICINITY MAP AND PROJECT LOCATION MAP

INDEX TO CONTRACT DRAWINGS

GENERAL PLAN AND NOTES

BORROW AREA

FOUNDATION EXCAVATION PLAN - STA.57+00 TO STA.68+00

FOUNDATION EXCAVATION PLAN - STA.43+00 TO STA.57+00

FOUNDATION EXCAVATION PLAN - STA.29+00 TO STA.43+00

FOUNDATION EXCAVATION PLAN - STA.15+00 TO STA.29+00

PLAN & PROFILE - STA.57+00 TO STA.68+00

PLAN & PROFILE - STA.43+00 TO STA.57+00

PLAN & PROFILE - STA.29+00 TO STA.43+00

PLAN & PROFILE - STA.15+00 TO STA.29+00

CROSS SECTIONS - STA.15+00 TO STA.35+00

CROSS SECTIONS - STA.36+00 TO STA.56+00

CROSS SECTIONS - STA.57+00 TO STA.68+00

TYPICAL EMBANKMENT SECTIONS

EMBANKMENT SECTION DETAILS

ACCESS RAMP - EMBANKMENT STA.64+60

RAMP 2 @ EMBANKMENT STA.28+00

BOX CULVERT PLAN - PROFILE, AND DETAILS

BOX CULVERT AND 72" DIA CULVERT OUTLET DETAILS

72" DIA CULVERT - STA. 20+23.15 - PLAN, PROFILE, AND DETAILS

DITCH - PLAN & PROFILE

OBSERVATION WELL, SETTLEMENT PLATE, & SURVEY MONUMENT DETAILS

SWING GATE AND GUARD CABLE FENCE DETAILS

S H

V

A REV "A"

A REV "A"

SAFETY PAYS

VALUE ENGINEERING PAYS

D E

S I G

N E

D B

Y

D R

A W

N B

Y

C H

E C

K E

D B

Y

A P

P R

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A L

D A

T E

S Y

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O L

D E

S C

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IP

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IO

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SHEET

U .S

A

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N G

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R D

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L O

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L H

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L H

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80^00’00"W

N 80^00’00"W

S45^00’0 0"W

S75^00’00"W

.2

H

:1 V

.2

H

:1 V

.2

H

:1 V

.2

H

:1 V

.2

H

:1 V

.2

H

:1 V

.2

H

:1 V

.2

H

:1 V

.2

H

:1 V

H

:1 V

H

:1 V

.2

H

:1 V

.2

H

:1 V

H

:1 V

H

:1 V

H

:1 V

H

:1 V

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H

:1 V

H

:1 V

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H

:1 V

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H

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H

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P C

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P T

S ta

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P T

S ta

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.2

H

:1 V

.2

H

:1 V

H

:1 V

H

:1 V

H

:1 V

SAFETY PAYS

VALUE ENGINEERING PAYS

D E

S I G

N E

D B

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C H

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K E

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PRADO\DIKES\AUXILIARY\LINH\

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A A

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A L

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N I A

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595 595

600600 600600

29+0030+0031+0032+0033+0034+0035+0036+0037+0038+0039+0040+0041+0042+0043+00

E L

E V

A T

IO

N

0 50 50 100FT

SCALE: 1’’= 50’

0 50 50 100FT

SCALE: 1’’= 50’

0 10 10 20FT

SCALE: 1’’= 10’

HORZ.

VERT.

R/W

P L

A N

P

R O

F I L

E

S T

A

T

O S

T A

P P

.D

G N

PROFILE

PLAN

P I

P I

T

O

F

S

L

O

P

E

CULVERT >

DITCH >

N

S T

A

S T

A

.0

S T

A

.0

E 1,583,115

N 627,702

SLOPE CHANGE

SLOPE CHANGE

BOX CULVERT

INVERT ELEV. 523.96 @ > DIKE

S T

A

.6

S T

A

.8

152.11’N 628,100

E

,5 ,9

N 628,000

E

,5 ,7

STA. 40+48.39

ELE. 500.00

STA. 38+43.24

ELE. 500.00

I

N

V

EL. 524.92

LIMIT OF WORK AREA

T

P

T

O

O

T

E

C

T

I

O

N

EXISTING GROUND AT > EMBANKMENT

AUXILIARY EMBANKMENT >

20’

20’

DITCH TYPE 2

C-11

S T

A M

A T

C H

L

IN

E S

E E

S H

E E

T C

-1

FOUNDATION EXCAVATION LINE

@ BOX CULVERT AREA,

SEE SHT. C-7

LEGEND

ASPHALT PAVING

SETTLEMENT PLATE

S T

A

.0

N 628,141.68

E 1,583,133.36 E

EL. 550.56

.6

N 628,231.66

E

S T

A

.0

STA. 36+00.00

ELE. 537.00

PROJECTED FOUNDATION EXCAVATION KEY

T

G

A

V

B

A

N

K

E

T

FOUNDATION EXCAVATION LINE

FOR SEEPAGE CONTROL

LIMIT OF WORK AREA

S T

A

M

A T

C H

L I N

E S

E E

S H

E E

T C

FOUNDATION EXCAVATION LINE

@ BOX CULVERT AREA,

SEE SHT. C-7

T

Y

P

AC

ABC

20’

ABC

15’

S L O

P

EL. 551.77

SETTLEMENT BASE.

10’ X 10’ X 10" CONCRETE SLAB

WITH #4@6" IN BOTH DIRECTIONS

SEE SETTLEMENT BASE NOTES HEREON.

TOP OF > EMBANKMENT, ELEV. 595.40

SETTLEMENT PIPE WITH CAP.

STA. 35+80.00

ELE. 523.00

STA. 32+00.00

ELE. 535.00

MAINT.

ACCESS

ROAD

N 628,465

E 1,583,740

MAINT.

ACCESS

ROAD

E 1,584,215

N 627,860

CONSTRUCTION NOTES

1 MAINTENANCE ROAD. SURFACING TYPE AND WIDTH DIMENSIONS SHOWN ON PLAN. SEE SECTION DETAILS

ON SHEET C-17.

2 24" THICK STONE PROTECTION OVER 12" BEDDING MATERIAL, SEE TYPICAL SECTION ON SHEET C-16.

4 INLET STRUCTURE, SEE DETAILS ON SHEET S-4.

5 OUTLET STRUCTURE, SEE DETAILS ON SHEET S-5.

8 2-CELL BOX CULVERT, SEE DETAILS ON SHEET C-20.

9 SEE SHT C-23 FOR DITCH PLAN & PROFILE.

11 SETTLEMENT PLATES, SEE DETAILS ON SHEET C-24.

13 OBSERVATION WELL. SEE DETAILS ON SHEET C-24.

14 SETTLEMENT BASES ARE TO BE CAST IN PLACE ON AT THE STATION IDENTIFIED. THE CENTER OF THE

BASES ARE TO BE LOCATED 8 FEET TO THE LANDWARD SIDE OF THE CENTERLINE. CONTRACTOR SHALL

MAINTAIN 10-FOOT HORIZONTAL CLEARANCE FOR HEAVY EQUIPMENT WITHIN 5 FEET VERTICAL OF

SETTLEMENT BASE. FILL WITHIN CLEARANCE AREA SHALL BE COMPACTED BY AN APPROVED METHOD

TO PROJECT SPECIFICATIONS.

STA. 43+00.00

ELE. 545.00

STA. 37+60.00

ELE. 540.00

STA. 41+31.16

ELE. 536.35

FOUNDATION EXCAVATION

STA. 33+00.00

ELE. 554.00

STA. 36+50.00

ELE. 540.05

STA. 29+00.00

ELE. 535.00

STA. 29+00.00

ELE. 554.00

VARIES, SEE SEEPAGE CONTROL DETAIL

FR STA. 36+00 TO 37+60 ON SHEET C-14.

(TYP)

(TYP)

CONCRETE DITCH

N 628,300

E 1,582,950

GRADE TO POSITIVE FLOW

AWAY FROM CULVERT OUTLET

LIMIT OF

CUT/FILL

TYPE 1

TYPE 2 DITCH

GRADE

BREAK

GRADE

BREAK

T Y P E 1 C O N C R E T E D IT C H

CONCRETE END

STA. 34+00

MATCH EXIST GROUND

ELEVATION

END TYPE 3

DITCH SECTION

BEGIN TYPE 3

DITCH SECTION

COMPACTED FILL, ZONE 1 MATERIAL

GRADE TO POSITIVE FLOW

TOWARD CULVERT CENTER LINE

COMPACTED FILL, ZONE 1 MATERIAL

GRADE TO POSITIVE

FLOW TOWARD CENTER LINE

COMPACTED FILL, ZONE 1 MATERIAL.

GRADE TO POSITIVE FLOW TOWARD DITCH

COMPACTED FILL, ZONE 1 MATERIAL

GRADE TO POSITIVE

FLOW TOWARD DITCH

A

A

A

A

A

R

E V

A

3 12" TOP SOIL AND HYDROSEED, SEE TYPICAL SECTION ON SHEET C-16.

6 24" THICK STONE SWALE. SEE DETAILS ON SHEET C-21.

A

A

A

S H

V R

E V

IS

E

D C

A L

L O

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S C

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V E

R T

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R O

T

A N

D E

L

IM

IN

A

T E

D G

R A

V E

L B

L A

N K

NOTE: TYPICAL SECTION IS LOOKING FROM LOWER STATION TO HIGHER STATION.

M

B S

E C

T .D

G N

TYP.

T Y

P

IC

A L

E M

B A

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M E

N T

S E

C T

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N

S

O

N

E

P

R

O

T

E

C

T

I

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N

12" BEDDING

MATERIAL

C-16

EXCAVATION TOE

1 3’

T

Y

P

2%

VARIES PER PROFILE ON

SHEETS C-9 TO C-12 (TYP)

SEE MAINTENANCE ROAD SECTION SHT C-17 (TYP.)

NOTE:

FROM STA 17+40 TO STA 22+60, STONE PROTECTION,

BEDDING MATERIAL, GRAVEL BLANKET AND TOPSOIL

IS INCLUDED IN THE OPTION 1 CONSTRUCTION.

4" THICK BY 20’ WIDE

ABC ACCESS ROAD

BACKFILL

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SAFETY PAYS

VALUE ENGINEERING PAYS

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RESERVOIR SIDE

L

A

N

D

W

A

D

E

2%

R/W 18’

2.25

E

L

E

V

2.25

> DITCH

15’(TYP.)

15’(TYP.)

EXIST GROUND

R

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N

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W

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2%R/W

18’

2.25

E

L

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2.25

> DITCH

2.25

2%

18’

LANDWARD SIDE RESERVOIR SIDE

R/W

TOE OF SLOPE

2.25

2%

18’

VARIES (1)

LANDWARD SIDE

R

E

S

E

R

V

O

D

E

R/W

SLOPE CHANGE

> DITCH

B

N

A

C

T

S

T

R

A

N

S

I

T

I

Z

Y

P

15’(TYP.)

(TYP.)

(TYP.)

> EMBANKMENT

B

A

N

K

M

E

N

B

A

N

K

M

E

N

B

A

N

K

M

E

N

T

N

T

S

N

T

S

N.T.S.

N.T.S.

29.13’ (TYP.)2

Y

P

R

I

P

P

I

Y

P

R

I

P

P

I

Y

P

EXIST GROUND

RESERVOIR SIDE

L

A

N

D

W

A

D

T

C

H

2%

R/W

18’

2.25

2.25

E

L

E

Y

P

ELEV. 580.00 (TYP.)

TOP OF DIKE > ELEV. 595.4 (TYP.)

(TYP.)

T

Y

P

15’(TYP.)

(TYP.)

R

I

P

P

I

Y

P

15’(TYP.)

B

A

N

K

M

E

N

T

N

T

S

15’(TYP.)

S

L

O

C

A

N

NOTES:

R

I

F

O

U

N

D

A

T

I

O

N

EXCAVATION

15’(TYP.)

TRANSITION

ZONE

(TYP.)

SLOPE CHANGE @

TOP OF FILL ELE. 580.0

S

L

O

A

N

COMPACTED FILL,

ZONE 1 MATERIAL

(TYP.)

COMPACTED

FILL, ZONE II

MATERIAL

T

Y

P

HYDROSEED ALL

FINISHED GRADES

A

S

T

U

R

B

E

D

A

R

E

U

T

S

I

F

I

N

I

S

H

A

D

E

S

(TYP.)

S

L

O

A

N

C

O

M

P

A

C

T

L

L

Z

O

T

E

R

I

A

L

S

L

O

A

N

SLOPE CHANGE @

TOP OF FILL ELE. 580.0

T

R

A

N

S

I

T

I

N

E

T

Y

P

C

O

M

P

A

C

T

L

L

Z

O

T

E

R

I

A

L

SLOPE CHANGE @

TOP OF FILL ELE. 580.0

S

L

O

A

N

COMPACTED

F

I

L

M

A

T

E

R

I

A

L

(TYP.)

EXIST

GROUND

H

Y

D

R

O

S

E

L

FINISHED GRADES

AND ALL DISTURBED

AREAS OUTSIDE OF

F

I

N

I

S

H

A

D

E

S

(TYP.)

E

X

I

O

U

N

D

R

E

S

E

R

V

O

D

E

L

A

N

D

W

A

D

E

> DITCH

2%

R/W

18’

2.25

2.25

E

L

E

Y

P

ELEV. 580.00 (TYP.)

T

K

E

Y

P

(TYP.)

T

Y

P

15’(TYP.)

(TYP.)

R

I

P

P

I

Y

P

15’(TYP.)

N.T.S.

15’(TYP.)

FOUNDATION

E

X

C

A

V

A

T

I

O

N

TRANSITION

ZONE

(TYP.)

SLOPE CHANGE @

TOP OF FILL ELE. 580.0

S

L

O

A

N

COMPACTED FILL,

ZONE 1 MATERIAL

(TYP.)

COMPACTED

FILL, ZONE II

MATERIAL

T

Y

P

> EMBANKMENT

1.5

50’

20’

1.5

FOUNDATION

EXCAVATION

1.5

15’

1.5

T

O

P

E

(TYP.)

T

H

Y

V

A

R

I

12" TOP SOIL

AND HYDROSEED

(TYP)

12" TOP SOIL

AND HYDROSEED

(TYP)

4" ABC

I

N

T

E

N

A

N

C

E

A

C

C

E

S

Y

P

I

N

T

E

N

A

N

C

E

A

C

C

E

S

Y

P

20’ MAINTENANCE

ACCESS. (TYP.)

20’ MAINTENANCE

ACCESS. (TYP.)

I

N

T

E

N

A

N

C

E

ACCESS. (TYP.)

4" ABC

2%

2%

4" ABC

2%

4" ABC

2% 4" ABC

I

N

T

ACCESS

(TYP.)

15’ MAINT.

ACCESS

(TYP.)

4" ABC

15’ MAINT.

ACCESS

(TYP.)

4" ABC

4" ABC

I

N

T

A

C

C

E

S

S

(TYP.)

4" ABC

H

Y

D

R

O

S

E

N

I

S

H

A

D

S

T

U

R

B

E

D

A

R

E

T

S

I

FINISHED GRADES

(TYP.)

15’ MAINT.ACCESS

(TYP.)

S

E

P

A

N

T

R

T

A

I

L

SHT C-17

12" TOPSOIL

AND HYDROSEED

4" ABC

RIPRAP

S

T

C

T

I

O

E

Y

P

D

I

T

G

I

A

TYPICAL SECTION

FROM STA. 51+30.00 TO 56+78.00

TYPICAL SECTION

FROM STA. 56+78.00 TO 62+00.00

TYPICAL SECTION

F

R

TYPICAL SECTION

FROM STA. 62+00.00 TO 68+00.00

TYPICAL SECTION

FROM STA. 29+00.00 TO 36+00.00

TYPICAL SECTION

FROM STA. 36+00.00 TO 51+30.00

C

O

M

P

A

C

T

L

L

Z

O

T

E

R

I

A

L

(TYP.)

A

COMPACTED FILL,

ZONE 1 MATERIAL

T

Y

P

COMPACTED FILL,

ZONE 1 MATERIAL

(TYP.)

A

A

A

01 2 3 4 4

SCALE: 1/4’’=1’-0’’

8FT

E M

B S

E C

T .D

G N

0 10 10 20FT

SCALE: 1’’= 10’

E M

B A

N K

M E

N T

S E

C T

IO

N

S D

E T

A

IL

S

SEEPAGE CONTROL DETAIL

FROM STA. 38+00 TO 41+00

SEEPAGE CONTROL DETAIL

FROM STA. 36+00 TO 37+60

SEEPAGE CONTROL DETAIL

FROM STA. 41+00 TO 51+00

01 2 3 4 4

SCALE: 1/4’’=1’-0’’

8FT

TYPE 2 DITCH TYPICAL SECTION

STA. 34+00 TO STA. 46+00

0 10 10 20FT

SCALE: 1’’= 10’

MAINTENANCE ROAD SECTION

C-17

TYPE 1 CONCRETE DITCH TYPICAL SECTION

STA. 28+40 TO STA. 34+00

& STA. 51+00 TO STA. 62+00

RIPRAP DITCH TYPICAL SECTION

STA. 47+50 TO STA. 51+00

TYPE 3 DITCH

AT BOX CULVERT ENTRANCE

A

A

A

A

A

R

E V

A

A

A

A

A

A

A D

D E

D N

O T

E

C A

L L

O U

T S

E

L

IM

G R

A V

E L

B L

A N

K E

T /3

/1

S H

V

SAFETY PAYS

VALUE ENGINEERING PAYS

D E

S I G

N E

D B

Y

D R

A W

N B

Y

C H

E C

K E

D B

Y

A P

P R

O V

A L

D A

T E

S Y

M B

O L

D E

S C

R

IP

T

IO

N S

SHEET

U .S

A

R M

Y E

N G

I N

E E

R D

I S

T R

I C

T

L O

S A

N G

E L

E S

C O

R P

S O

F E

N G

I N

E E

R S

R E

V

IS

IO

N

S D

I S

T R

I C

T F

I L

E N

O

S U

B M

I T

T E

D B

Y

C H

IE

F

D

E S

IG

N

B R

A N

C H

A R

T H

U R

Y J U

N G

P

.E

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A

B

C

D

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A

B

C

D

F

IL

E N

A M

E

PRADO\DIKES\AUXILIARY\LINH\

S A

N T

A A

N A

R I V

E R

M A

I N

S T

E M

C

A L

I F

O R

N I A

P H

A S

E I

I P

R A

D O

D A

M

A U

X

IL

IA

R

Y E

M B

A N

K M

E N

T

F L

O O

D W

A L

L

S P

E C

N

O

W

P L

B

S H

V

L H

D

L H

D

F

I

CUT

N

G

I

T

U

D

I

N

A

L

A

N

V

E

R

N

T

E

R

2.25

2.25 2.25

12" 12"

2%

3’-5"

1’-6"

8’-9"

10" 10"

4" THICK

REINFORCED

C

O

N

C

R

E

T

E

2.25 2.25

V

A

R

I

E

S

PER PLANS

RIP

RAP

5’

F

I

L

T

E

R

M

A

T

E

R

I

A

L

SELECT

ZONE 1

15’

N

G

I

T

U

D

I

N

A

L

A

N

V

E

R

N

T

E

R

T

Y

P

T

Y

P

8"

I

I

N

F

O

R

C

N

C

R

E

T

E

W

I

K

N

I

S

H

R

F

A

C

E

2.25

2’

1’

RIPRAP

8’

1.5

15’

5’

1.5

FOUNDATION EXCAVATION

SE

L

E C

T

Z O

N E

1.5

1.5’

FILTER MATERIAL

C O

M

PA

C

TED

F

IL

L, ZO

N

E 1 M

A

TER

IA

L

1’

4.5’1

2.25

NOTE:

F

I

L

T

T

E

R

I

A

P

L

A

C

N

N

U

N

D

E

R

M

I

N

C

R

E

A

B

(TYP.) 12" TOP SOIL

AND HYDROSEED

1.5

15’

8’

2’

1.5

F

O

U

N

D

A

T

I

X

C

A

V

A

T

I

O

N

SE

L

E C

T

Z O

N E

1’

1.5’

1.5

RIPRAP FILTER MATERIAL

C

O

M

P

A

C

T

L

L

Z

O

T

E

R

I

A

L

5’1

I

L

A

D

R

O

S

E

E

D

1.5

8’

2’

1’

ELE. 530

ELEV. 515

E

L

E

1.5

SE

L

E C

T

Z O

N E

1.5

2.25

F

O

U

N

D

A

T

I

X

C

A

V

A

T

I

O

N

FILTER MATERIAL

R

I

P

R

A

P

VARIES

F

R

COMPACTED FILL,

Z

O

T

E

R

I

A

L

5’

2.25

1.5

12" TOP SOIL

AND HYDROSEED

> DIKE

2%

6’12’

4.66’ 2.33’

2.15’

TOP OF 24"

S

T

O

O

T

E

C

T

I

O

N

E

L

E

TOP OF DIKE >

V

E

M

E

N

T

O

V

C

T

P

S

O

D

R

O

S

E

E

D

LAYER

2’RIPRAP

5’

20’ (***)

NOTE:

O

R

I

H

T

T

V

E

W

D

R

I

T

T

N

G

I

T

U

D

I

N

A

L

A

N

V

E

R

N

T

E

R

6" 8"

2’-6"

I

I

N

F

O

R

C

N

C

R

E

T

E

W

I

K

N

I

S

H

R

F

A

2H :1

V

2H :1

V

R=50’

R

R

R=6’ :1

V

H

:1 V

2H :1V

2H :1V

12’

R A

M P

A L

IG

N

M E

N T

16.48’

12’

2.24’4

R A

M P

A L

IG

N

M E

N T

25.42’

O

O

T

E

C

T

I

Y

P

D

D

I

T

E

R

I

Y

P

2.24’

2%

2%

12" TOP SOIL,

H

Y

D

R

O

S

E

Y

P

2" AC PAVEMENT

OVER 4" ABC

2" AC PAVEMENT

OVER 4" ABC

COMPACTED FILL

ZONE 1

COMPACTED FILL

ZONE 1

610610

610610

10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00

E L

E V

A T

IO

N

SAFETY PAYS

VALUE ENGINEERING PAYS

D E

S I G

N E

D B

Y

D R

A W

N B

Y

C H

E C

K E

D B

Y

A P

P R

O V

A L

D A

T E

S Y

M B

O L

D E

S C

R

IP

T

IO

N S

SHEET

U .S

A

R M

Y E

N G

I N

E E

R D

I S

T R

I C

T

L O

S A

N G

E L

E S

C O

R P

S O

F E

N G

I N

E E

R S

R E

V

IS

IO

N

S D

I S

T R

I C

T F

I L

E N

O

S U

B M

I T

T E

D B

Y

C H

IE

F

D

E S

IG

N

B R

A N

C H

A R

T H

U R

Y J U

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PRADO\DIKES\AUXILIARY\LINH\

S A

N T

A A

N A

R I V

E R

M A

I N

S T

E M

C

A L

I F

O R

N I A

P H

A S

E I

I P

R A

D O

D A

M

A U

X

IL

IA

R

Y E

M B

A N

K M

E N

T

F L

O O

D W

A L

L

S P

E C

N

O

W

P L

B

S H

V

L H

D

L H

D

PLAN

PROFILE

0 40 40 80FT

SCALE: 1’’= 40’

0 40 40 80FT

SCALE: 1’’= 40’

RAMP SURFACE

EXISTING GROUND

S T

A

.1

E L

E

.1

R/W

EMBANKMENT

MAINTENANCE ROAD

N 628,250

E

,5 ,7

N 628,350

E

,5 ,1

N

S T

A

.0

S T

A

.0

ELE. 583.72

ELE. 581.56

S=6.50%

S .5

MATCH

EXISTING ELE.

L I M

I T

O F

W O

R K

A R

E A

GRADE BREAK

RAMP ALIGNMENT

A C

C E

S S

R A

M P

E

M B

A N

K M

E N

T S

T A

R A

M P

A C

C E

S S

.D G

N

ALIGNMENT CURVE DATA

RAMP

P o

E

NORTHING 628,125.00 628,125.00 628,319.16 628,283.21 628,228.89

EASTING 1,580,600.00 1,580,750.33 1,580,912.49 1,580,958.25 1,581,161.00

RADIUS 250.00 15.00 50.00

DELTA 50^07’55"L 88^16’52"R 23^08’57"L

LENGTH 33.41 218.74 23.11 20.20 199.66

TANGENT 116.93 14.56 10.24

TYPICAL SECTION

RESEVOIR SIDE

TYPICAL SECTION

LANDWARD SIDE

(N.T.S.)

(N.T.S.)

TYPICAL SECTION IS LOOKING FROM LOWER STATION TO HIGHER STATION.

TYPICAL SECTION IS LOOKING FROM LOWER STATION TO HIGHER STATION.

13+00

P O

B S ta

.0

P O

E S ta

.0

P

IS

ta

.3

P

IS

ta

.1

P

IS

ta

.3

S=6.50% S=6.50%

S T

A

.0

E

L

S T

A

.7

ELE. 594.80

S

S T

A

.3

ELE. 594.80

S

S=0%

RAMP STA. 13+58.19 =

EMBANKMENT STA. 64+60.00

R A

M P P

I

R A

M P

P I

R A

M P P

I

C-18

CABLE

FENCING

A

S H

V

A

A A

A D

D E

D C

A L

L O

U T

S

E L

IM

IN

A T

E D

G R

A V

E L

B L

A N

K

IS

C D

E T

.D

G N

PROTECTIVE CASING WITH LOCKING COVER

N.T.S.

OBSERVATION WELL CROSS SECTION

W E

L L

C A

S

IN

G

S C

R E

E N

A N

D F

I L

T E

R P

A C

K

4" DIA. PVC WELL CASING

BOTTOM CAP

8" DIA. BORE HOLE

C20

CONSTRUCT CONCRETE BASE

3’-0" SQUARE AND 6" THICK WITH

No. 4 REBAR @ 12" O.C.

W E

L L

S C

R E

E N

I N

G P

E

C I F

I C

A T

I O

N S

PVC SLIP CAP

R

E H

O L

E

GRAVEL

C E

M E

N T

A N

N U

L A

R S

E A

L

EXIST.

GRADE

SEE DETAIL AT BOTTOM

RIGHT THIS SHEET

M

IN

WATER WELL CROSS SECTION

N.T.S.

CONCRETE ANNULAR SEAL

W

L

L C

A S

I N

G

GRAVEL PACK

WELL

SEAL

D

I A

B

O R

E H

O L

E

1" CLEARANCE

6" DIA. PVC (SCH. 80)

WELL CASING

8" DIA. PVC (SCH. 80)

WELL CASING

SPACE GUIDES AT 40’ INTERVALS BEGINNING 5’ FROM THE BOTTOM

OF CASING. COORDINATE SPACING WITH SOUNDING-TUBE AND

GRAVEL-PIPE LOCATIONS.

6" STAINLESS STEEL

CASING CENTRALIZER

6" DIA. PVC (SCH. 80)

WELL CASING

A N

N U

L A

R C

E M

E N

T S

A N

I T

A R

Y S

E A

L

PVC CAP (SCH. 80)

ANNULAR CEMENT SANITARY SEAL

(M

IN

(M

IN

WELL SCREENING SHALL BE

DETERMINED BY A COMPETENT

INDIVIDUAL FOLLOWING PUMP

TEST PER SPECIFICATIONS

BORE HOLE

12" STEEL SURFACE

CASING SCHED 40

2" (I.D.) PVC SCHED

80 GRAVEL PIPE WITH

THREADED CAP

TAPE WRAP

PVC CASING PER

SPECIFICATIONS

TOP OF WELL CASING

TOP OF STEEL SURFACE

CASING EL. 482.00TOP

WELL

SLAB

EL.= 481.50

14" DIA BOREHOLE

BOTTOM OF SURFACE CASING

�" GRAVEL

CEMENT SANITARY

GROUT SEAL

NTS

INSTALL CASING GUIDES PER

THE CASING GUIDE

DETAIL HEREON.

BACKFILL

2.25

12"

18"

12"

18"

1’-1 1/2" "3" 3’-0" 8"4

18"

A

B C

SETTLEMENT PLATE AT MAINTENANCE ROAD

L

SETTLEMENT PLATE DETAILS

SETTLEMENT PLATE AT MIDSLOPE

OBSERVATION WELL TOP

CASING GUIDE DETAIL

WELL HEAD PLAN

N.T.S.

C20

2 C

C-24

SET BLOCK

�" INTO 3"

MORTAR PAD

�" X 5" CARRIAGE

BOLT

LOCATION TO BE AT

C DIKE MAINTENANCE ROAD

4" STANDARD

STEEL PIPE & CAP

O B

S E

R V

A T

I O

N W

E L

L S

E T

T L

E M

E N

T

P L

A T

E

S U

R V

E Y

M O

N U

M E

N T

D E

T A

I L

S

PROTECTIVE COVER

4’

2’

BRASS DISK

4’

1’ MIN ABOVE

TOP OF RIPRAP

2’ MIN BELOW

TOP OF FILL

18" DIA STEEL CASING

10" DIA STEEL PIPE FILL W/ CONCRETE

5 #4 BARS AT 4’ O.C.

EMBEDDED IN FOOTING

AND PEDESTAL 20’ MIN.

A

STA.

WHITE TARGET PLATE

WITH BLACK SERIES D

NUMERALS AND LETTERS

NOTE:

NOTES:

MIN. 3" X 12"

RETROREFLECTIVE

SHEETING SEE

NOTE 1

3 1/2"

12"

24"

2 1/2"

4"

YELLOW

REFLECTOR

TARGET

PLATE

1 5/8"

1 5/8"

1 5/8"

M A

X

7/8"

MIN.

/8

2 1/2"

METAL

POST

2 1/2"

8"

SECURE W/ 1/4" DIA.

GALV. MACHINE

BOLTS & NUTS AT

6 PLACES

1" CHAMFER

TYPICAL

N.T.S.

STATION MARKER TYPE M DETAIL "D"

1.-TYPE "I" = YELLOW FRONT AND BACK

2. INSTALL 3 DELINEATORS AT END OF

MAINTENANCE ROAD AT STA. 18+00.

CLASS 2 METAL POST DELINEATORS

A A

S E

T T

L E

M E

N T

P L

A T

E D

E T

A I L

M O

D I F

I E

D A

N D

A D

D E

D S

T A

T I O

N M

A R

K E

R

D E

L I N

E A

T O

R S

S H

V

1.-INSTALL STATION MARKER TYPE "M" DETAL "D" AT 100 FT. INTERVALS

STARTING AT STA. 18+00 TO STA. 64+00.

2.-INSTALL MARKERS ALTERNATING SIDES OF THE EMBANKMENT. MARKERS

PLACED ON THE RESERVOIR SIDE SHALL FACE DIRECTION OF TRAVEL FROM

THE WESTERLY DIRECTION, THE MARKERS ON THE LANDWARD SIDE FACE

DIRECTION OF TRAVEL FROM THE EASTERLY DIRECTION.

SAFETY PAYS

VALUE ENGINEERING PAYS

D E

S I G

N E

D B

Y

D R

A W

N B

Y

C H

E C

K E

D B

Y

A P

P R

O V

A L

D A

T E

S Y

M B

O L

D E

S C

R

IP

T

IO

N S

SHEET

U .S

A

R M

Y E

N G

I N

E E

R D

I S

T R

I C

T

L O

S A

N G

E L

E S

C O

R P

S O

F E

N G

I N

E E

R S

R E

V

IS

IO

N

S D

I S

T R

I C

T F

I L

E N

O

S U

B M

I T

T E

D B

Y

C H

IE

F

D

E S

IG

N

B R

A N

C H

A R

T H

U R

Y J U

N G

P

.E

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S A

N T

A A

N A

R I V

E R

M A

I N

S T

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A L

I F

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N I A

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A S

E I

I P

R A

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LANDSCAPE ARCHITECTURE URBAN DESIGN PLANNING RESOURCE ANALYSIS

Santa Ana, CA 92701 106 W.4th St. 5th Floor

CORNERSTONE STUDIOS, INC.

714. 973. 2200 Voice

714. 973. 0203 Fax