W912PL-17-R-0046_Amendment0002_Drawings.pdf

INDEX TO CONTRACT DRAWINGS

FILE NO. TITLE

GENERAL

T-2A

CIVIL

N / A

T

C

IS

N E

R O

S

T

C

IS

N E

R O

S

R

K W

A N

O

F

IN

D

E X T

O C

O N

T R

A C

T D

R A

W

IN

G S

B N

S F T -2

A .D

G N

SHEET NO. FILE NO. TITLE SHEET NO.

STRUCTURAL

239/3741

239/3740

239/3739

239/3738

239/3737

239/3736

239/3735

239/3734

239/3733

239/3732

239/3731

/3

S-22A

S-22

S-21

S-20

S-19

S-18

S-17A

S-17

S-16

S-15

S-14

S-13

S-12

S-11

S-10

S-9

S-8

S-7

S-6

S-5

S-4

S-3

S-2

S-1A

S-1

239/3787

239/3786

239/3785

239/3784

239/3783

239/3782

239/3781

239/3780

239/3779

239/3778

239/3777

239/3776

239/3775

239/3774

239/3773

239/3772

239/3771

239/3770

239/3769

239/3768

239/3767

239/3766

239/3765

239/3764

239/3763

239/3762

239/3761

239/3760

239/3759

239/3758

239/3757

239/3756

239/3755

239/3754

239/3753

239/3752

239/3751

239/3750

239/3749

239/3748

239/3747

239/3746

239/3745

239/3744

239/3743

239/3742

C-G1

C-RW10

C-RW9

C-RW8

C-RW7

C-RW6

C-RW5

C-RW4

C-RW3

C-RW2

C-RW1

C-RE3

C-RE2

C-RE1

C-SD3

C-SD2

C-SD1

C-P7

C-P6

C-P5

C-P4

C-P3

C-P2

C-P1

C-W6

C-W5

C-W4

C-W3

C-W2

C-W1

C-E12

C-E11

C-E10

C-E9

C-E8

C-E7

C-E6

C-E5

C-E4

C-E3

C-E2

C-E1A

C-E1

C-D2

C-D1

C-1

239/3812

239/3811

239/3810

239/3809

239/3808

239/3807

239/3806

239/3805

239/3804

239/3803

239/3802

239/3801

239/3800

239/3799

239/3798

239/3797

239/3796

239/3795

239/3794

239/3793

239/3792

239/3791

239/3790

239/3789

239/3788

TABLE OF COORDINATES FOR PROJECT EASEMENTS

LIMITS OF PROJECT EASEMENTS - UPSTREAM

LIMITS OF PROJECT EASEMENTS

EXISTING UTILITIES POTHOLING DATA SUMMARY

EXISTING UTILITIES PLAN

GENERAL PLAN ACCESS AND STAGING AREA

SURVEY CONTROL MONUMENTS AND CONTRACT OPTIONS

GENERAL NOTES, LEGEND, LIST OF ABBREVIATIONS AND UTILITY CONTACTS

INDEX TO CONTRACT DRAWINGS 2 OF 2

INDEX TO CONTRACT DRAWINGS 1 OF 2

PROJECT LOCATION AND VICINITY MAP

CONCRETE SLURRY DIAPHRAGM WALL AND ENCLOSURE WALL CAP OPENING DETAIL 2 OF 2

CONCRETE SLURRY DIAPHRAGM WALL AND ENCLOSURE WALL CAP OPENING DETAIL 1 OF 2

48" RCP INLET STRUCTURE PLAN & SECTION DETAIL, STA. 36+67.35

24" RCP MANHOLE DETAIL

24" RCP OUTLET STRUCTURE PLAN & SECTION DETAIL, STA. 37+85.20

48" RCP INLET STRUCTURE PLAN & SECTION DETAIL, STA. 32+56.91

CONCRETE SLURRY DIAPHRAGM WALL ANCHOR AND BLOCKOUT REINFORCEMENT DETAIL 2 OF 2

CONCRETE SLURRY DIAPHRAGM WALL ANCHOR AND BLOCKOUT REINFORCEMENT DETAIL 1 OF 2

EAST & WEST CONCRETE SLURRY DIAPHRAGM WALL DETAIL

EAST & WEST ABUTMENT CONCRETE SLURRY DIAPHRAGM WALL

PIER NOSE EXTENSION, TRAINING AND ENCLOSURE WALL SECTION DETAIL

PIER NOSE EXTENSION WALL SECTION DETAILS

WEST ABUTMENT REINFORCED CONCRETE RETAINING WALL DETAIL

ABUTMENT CONCRETE SLURRY DIAPHRAGM WALLS, ANCHOR LOCATIONS AND SCHEDULE - WEST WALL

ABUTMENT CONCRETE SLURRY DIAPHRAGM WALLS, ANCHOR LOCATIONS AND SCHEDULE - EAST WALL

WEST CONCRETE SLURRY DIAPHRAGM WALL AND TIEBACKS PLAN

EAST CONCRETE SLURRY DIAPHRAGM WALL AND TIEBACKS PLAN

PIER NOSE EXTENSION FOUNDATION PLAN, PILE CAP AND ENCLOSURE CAP REINFORCEMENT

PIER 6 AND WEST ABUTMENT CONCRETE SLURRY DIAPHRAGM WALL, PLAN AND ELEVATION

PIERS 4 & 5, PIER NOSE EXTENSION & ENCLOSURE WALL PLAN AND ELEVATION

PIERS 2 & 3, PIER NOSE EXTENSION & ENCLOSURE WALL PLAN AND ELEVATION

PIER 1 AND EAST ABUTMENT CONCRETE SLURRY DIAPHRAGM WALL, PLAN AND ELEVATION

GENERAL PLAN

GENERAL STRUCTURAL NOTES AND MISCELLANEOUS DETAILS 2 OF 2

GENERAL STRUCTURAL NOTES AND MISCELLANEOUS DETAILS 1 OF 2

PLAN FOR REMOVAL OF EXISTING BANK PROTECTION, AREA B OF EAST SIDE

GEOTECHNICAL INSTRUMENTATION PLAN

CONTRACT OPTION: WEST ACCESS ROAD SIGNAGE PLAN 2 OF 2

WEST ACCESS ROAD SIGNAGE PLAN

CONTRACT OPTION: WEST ACCESS ROAD CROSS SECTIONS 2 OF 2

WEST ACCESS ROAD CROSS SECTIONS 1 OF 2

WEST ACCESS ROAD TYPICAL CROSS SECTIONS 2 OF 2

WEST ACCESS ROAD TYPICAL CROSS SECTIONS 1 OF 2

RETAINING WALL PLAN AND PROFILE

CONTRACT OPTION: WEST ACCESS ROAD PLAN AND PROFILE STA 8+64.69 TO STA 17+25

CONTRACT OPTION: WEST ACCESS ROAD PLAN AND PROFILE STA 17+25 TO STA 23+72

WEST ACCESS ROAD PLAN AND PROFILE STA 23+72 TO STA 32+17

MOBILE HOME PARK LEVEE ACCESS ROAD CROSS SECTIONS

MOBILE HOME PARK LEVEE ACCESS ROAD TYPICAL SECTIONS AND DETAILS

MOBILE HOME PARK LEVEE ACCESS ROAD PLAN AND PROFILE

SIDE DRAIN AT EAST BANK PROTECTION 24 INCH DIA. RCP, STA. 37+85.20 PLAN AND PROFILE

SIDE DRAIN AT EAST DIAPHRAGM WALL 48 INCH DIA. RCP, STA. 36+67.35 PLAN AND PROFILE

SIDE DRAIN AT EAST DIAPHRAGM WALL 48 INCH DIA. RCP, STA. 32+56.91 PLAN AND PROFILE

LAYOUT PLAN PROTECTION WORK FOR EXISTING PIER GROUPS 4 AND 5

LAYOUT PLAN PROTECTION WORK FOR EXISTING PIER GROUPS 2 AND 3

PROTECTION FOR EXISTING PIER GROUP 5 PLAN AND PROFILE

PROTECTION FOR EXISTING PIER GROUP 4 PLAN AND PROFILE

PROTECTION FOR EXISTING PIER GROUP 3 PLAN AND PROFILE

PROTECTION FOR EXISTING PIER GROUP 2 PLAN AND PROFILE

PROTECTION FOR EXISTING PIER GROUPS PLAN

RIPRAP PROTECTION ON WEST ABUTMENT CROSS-SECTIONS AND TYPICAL SECTIONS

RIPRAP PROTECTION ON WEST ABUTMENT PLAN

WEST SIDE DRAINAGE DETAILS

PROTECTION ON WEST SIDE CROSS SECTIONS 2 OF 2

PROTECTION ON WEST SIDE CROSS SECTIONS 1 OF 2

PROTECTION ON WEST SIDE PLAN AND PROFILE

EAST ACCESS ROAD PLAN, PROFILE, AND TYPICAL SECTION

AREA A OF EAST SIDE TYPICAL SECTIONS AND DETAILS

PROTECTION ON EAST SIDE CROSS SECTIONS

EAST SIDE MISC. DETAILS

AREA B OF EAST SIDE FINISHED GRADE CONTOURS

AREA B OF EAST SIDE GRADING PLAN

AREA A OF EAST SIDE FINISHED GRADE CONTOURS

AREA A OF EAST SIDE PROFILES FOR LAYOUT LINES G1 AND G2

AREA A OF EAST SIDE GRADING PLAN

PROTECTION ON EAST SIDE PROFILE FOR CONTROL LINE E2

PROTECTION ON EAST SIDE PROFILE FOR CONTROL LINE E1

GEOMETRIC CONTROL CONTROL LINES E1 AND E2 EAST SIDE PROTECTION

PROTECTION ON EAST SIDE PLAN

PLAN FOR REMOVAL OF EXISTING BANK PROTECTION, AREA B OF EAST SIDE

PLAN FOR REMOVAL OF EXISTING RIPRAP, AREA A OF EAST SIDE

OVERALL PLAN

REVISION REVISION

(THIS SHEET) (THIS SHEET)

R E

V

B

A (A

M T .0

/1

/1

F .O

M

IS

C

R E

V

IS

IO

N S

AREV. B

REV. A

REV. A

REV. A

REV. A

REV. B

REV. A

REV. A

A

A

A

A

A

A

A

T-9

T-8A

T-8

T-7

T-6

T-5

T-4

T-3

T-2B

T-2A

T-1

REV. A A

REV. B

REV. B

REV. B

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

B

B

REV. B

REV. A

REV. B

REV. B

B

B

B

B

B

B

B

F .O

M

IS

C

R E

V

IS

IO

N S

A /2

/1

(A

M T .0

B

REV. A

SAFETY PAYS

VALUE ENGINEERING PAYS

D E

S

IG

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

R E

V

IS

IO

N S

D

IS

T R

IC

T F

IL

E N

O

S U

B M

IT

T E

D B

Y

C H

IE

F

D E

S

IG

N B

R A

N C

H

F

IL

E N

A M

E

12345678

A

B

C

D

12345678

A

B

C

D

Scale:

SHEET

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

L O

S A

N G

E L E

S

C O

R P

S O

F E

N G

IN

E E

R S

7/20/2017Plot Date:

R

IV

E R

S

ID

E C

O U

N T

Y

C A

L

IF

O R

N

IA

B N

S F R

A

IL

R O

A D B

R

ID

G E P

R O

T E

C T

IO

N

L O

W E

R S

A N

T A A

N A R

IV

E

R C

H A

N N

E L

R E

A C

H

S A

N T

A A

N A R

IV

E

R M

A

IN

S T

E M

P A

U L J

U N

D E

R W

O O

D P

E

S P

E C

N O

W P

L -1

-R -0

INDEX TO CONTRACT DRAWINGS

FILE NO. TITLE SHEET NO.

T-2B

LANDSCAPE AND IRRIGATION

N / A

T

C

IS

N E

R O

S

T

C

IS

N E

R O

S

R

K W

A N

O

F

IN

D

E X T

O C

O N

T R

A C

T D

R A

W

IN

G S

B N

S F T -2

B .D

G N

MISCELLANEOUS

FILE NO. TITLE SHEET NO.

GEOTECHNICAL

G-25

G-24

G-23

G-22

G-21

G-20

G-19

G-18

G-17

G-16

G-15

G-14

G-13

G-12

G-11

G-10

G-9

G-8

G-7

G-6

G-5

G-4

G-3

G-2

G-1

/3

L-15

L-14

L-13

L-12

L-11

L-10

L-09

L-08

L-07

L-06

L-05

L-04

L-03

L-02

L-01

ADDITIONAL CONTRACT OPTIONS

M-14

M-13

M-12

M-11

M-10

M-9

M-8

M-7

M-6

M-5

M-4

M-3

M-2

M-1

LOG OF BORING URS B-20 SHEETS 5 AND 6 OF 6 SHEETS

LOG OF BORING URS B-20 SHEETS 3 AND 4 OF 6 SHEETS

LOG OF BORING URS B-20 SHEETS 1 AND 2 OF 6 SHEETS

LOG OF BORING URS B-19 SHEETS 5 AND 6 OF 6 SHEETS

LOG OF BORING URS B-19 SHEETS 3 AND 4 OF 6 SHEETS

LOG OF BORING URS B-19 SHEETS 1 AND 2 OF 6 SHEETS

LOG OF BORING URS B-18 SHEETS 5 AND 6 OF 6 SHEETS

LOG OF BORING URS B-18 SHEETS 3 AND 4 OF 6 SHEETS

LOG OF BORING URS B-18 SHEETS 1 AND 2 OF 6 SHEETS

LOG OF BORING URS B-17 SHEET 5 OF 5 SHEETS

LOG OF BORING URS B-17 SHEETS 3 AND 4 OF 5 SHEETS

LOG OF BORING URS B-17 SHEETS 1 AND 2 OF 5 SHEETS

LOG OF BORING URS B-16 SHEETS 5 AND 6 OF 6 SHEETS

LOG OF BORING URS B-16 SHEETS 3 AND 4 OF 6 SHEETS

LOG OF BORING URS B-16 SHEETS 1 AND 2 OF 6 SHEETS

LOG OF BORING URS B-15 SHEETS 3 AND 4 OF 4 SHEETS

LOG OF BORING URS B-15 SHEETS 1 AND 2 OF 4 SHEETS

LOG OF BORING URS B-14 SHEETS 5 AND 6 OF 6 SHEETS

LOG OF BORING URS B-14 SHEETS 3 AND 4 OF 6 SHEETS

LOG OF BORING URS B-14 SHEETS 1 AND 2 OF 6 SHEETS

LOG OF BORING URS B-13 SHEETS 5 AND 6 OF 6 SHEETS

LOG OF BORING URS B-13 SHEETS 3 AND 4 OF 6 SHEETS

LOG OF BORING URS B-13 SHEETS 1 AND 2 OF 6 SHEETS

KEY TO LOGS OF BORINGS

PLAN OF EXPLORATION

PERMANENT IRRIGATION DETAILS CONTRACT OPTION 2 OF 2

PERMANENT IRRIGATION DETAILS CONTRACT OPTION 1 OF 2

PERMANENT IRRIGATION PLAN CONTRACT OPTION 4 OF 4

PERMANENT IRRIGATION PLAN CONTRACT OPTION 3 OF 4

PERMANENT IRRIGATION PLAN CONTRACT OPTION 2 OF 4

PERMANENT IRRIGATION PLAN CONTRACT OPTION 1 OF 4

PERMANENT IRRIGATION LEGEND AND NOTES CONTRACT OPTION

LANDSCAPE DETAILS

LANDSCAPE NOTES

LANDSCAPE LEGEND

LANDSCAPE PLAN 4 OF 4

LANDSCAPE PLAN 3 OF 4

LANDSCAPE PLAN 2 OF 4

LANDSCAPE PLAN 1 OF 4

LANDSCAPE AND PERMANENT IRRIGATION PLAN INDEX

REVISION

(THIS SHEET)

REVISION

(THIS SHEET)

F .O

/1

/1

(A

M T .0

M

IS

C

R E

V

IS

IO

N S

A

A

A

A

239/3827

239/3826

239/3825

239/3824

239/3823

239/3822

239/3821

239/3820

239/3819

239/3818

239/3817

239/3816

239/3815

239/3814

239/3813 REV. A

A

239/3866

239/3865

239/3864

239/3863

239/3862

239/3861

239/3860

239/3859

239/3858

239/3857

239/3856

239/3855

239/3854

239/3853

239/3852

239/3851

239/3850

239/3849

239/3848

239/3847

239/3846

239/3845

239/3844

239/3843

239/3842

239/3841 REV. A

239/3840

239/3839

239/3838

239/3837

239/3836 REV. A

239/3835

239/3834

239/3833

239/3832

239/3831

239/3830

239/3829 REV. B

239/3828 REV. A

B

B

B

239/2909 REV. A

239/2995 REV. A

R E

V

B

F .O

M

IS

C

R E

V

IS

IO

N S

B (A

M T .0

/2

/1

B

ALISO CREEK BRIDGE CONTRACT OPTION

KNUCKLE FILL EXTENSION CONTRACT OPTION

GOLF COURSE IRRIGATION & ELECTRICAL UTILITY RELOCATION STANDARD DETAILS

GOLF COURSE IRRIGATION & ELECTRICAL UTILITY RELOCATION PLAN

CONSTRUCTION DETAILS STEEL PIPE GATE DETAILS

BOLLARD DETAILS

CONTRACT OPTION: GREEN RIVER GOLF CLUB ACCESS ROAD RECONSTRUCTION (STA. 12+80 TO STA. 14+00)

SURVEY MONUMENT, STATION MARKER AND MISCELLANEOUS DETAILS

CONTRACT OPTION: SIDE DRAIN NO. 12 INLET MODIFICATION

SIGNING AND STRIPING DETAIL 2

SIGNING AND STRIPING DETAIL 1

SOUND BARRIER WALL ELEVATIONS, SECTIONS AND DETAILS

SOUND BARRIER WALL LAYOUT

DOUBLE GATE, CHAIN LINK FENCING ELEVATION AND DETAILS

PERMANENT GOLF BALL PROTECTION FENCE DETAILS

CABLE FENCING DETAIL

SAFETY PAYS

VALUE ENGINEERING PAYS

D E

S

IG

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

R E

V

IS

IO

N S

D

IS

T R

IC

T F

IL

E N

O

S U

B M

IT

T E

D B

Y

C H

IE

F

D E

S

IG

N B

R A

N C

H

F

IL

E N

A M

E

12345678

A

B

C

D

12345678

A

B

C

D

Scale:

SHEET

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

L O

S A

N G

E L E

S

C O

R P

S O

F E

N G

IN

E E

R S

7/20/2017Plot Date:

R

IV

E R

S

ID

E C

O U

N T

Y

C A

L

IF

O R

N

IA

B N

S F R

A

IL

R O

A D B

R

ID

G E P

R O

T E

C T

IO

N

L O

W E

R S

A N

T A A

N A R

IV

E

R C

H A

N N

E L

R E

A C

H

S A

N T

A A

N A R

IV

E

R M

A

IN

S T

E M

P A

U L J

U N

D E

R W

O O

D P

E

S P

E C

N O

W P

L -1

-R -0

C

IP

O

N C

R E

T E S

L U

R R

Y

C

IP

C O

N C

R E

T E S

L U

R R

Y

DIAPHRAGM WALL

CIP ABUTMENT

DIAPHRAGM WALL

CIP ABUTMENT

SAFETY PAYS

VALUE ENGINEERING PAYS

D E

S

IG

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

R E

V

IS

IO

N S

D

IS

T R

IC

T F

IL

E N

O

S U

B M

IT

T E

D B

Y

C H

IE

F

D E

S

IG

N B

R A

N C

H

F

IL

E N

A M

E

12345678

A

B

C

D

12345678

A

B

C

D

Scale:

SHEET

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

L O

S A

N G

E L E

S

C O

R P

S O

F E

N G

IN

E E

R S

7/20/2017Plot Date:

R

IV

E R

S

ID

E C

O U

N T

Y

C A

L

IF

O R

N

IA

B N

S F R

A

IL

R O

A D B

R

ID

G E P

R O

T E

C T

IO

N

L O

W E

R S

A N

T A A

N A R

IV

E

R C

H A

N N

E L

R E

A C

H

S A

N T

A A

N A R

IV

E

R M

A

IN

S T

E M

P A

U L J

U N

D E

R W

O O

D P

E

S P

E C

N O

W P

L -1

-R -0

470470

470470

30+0031+0032+0033+0034+0035+0036+0037+0038+0039+0040+00

E L

E V

A T

IO

N

U S S

U R

V E

Y F

E E

T

E L

E V

A T

IO

N

U S S

U R

V E

Y F

E E

T

310 310

PROFILE FOR CONTROL LINE E1

C-E2

B N

S F

C -E

.D

G N

STONE

GROUTED

TOP OF

EL.340

AT CONTROL LINE E1

GROUND SURFACE

APPROX. EXIST.

EL. 401 EL. 398

DIAPHRAGM WALL

IN CONTACT WITH EAST

TOP OF GROUTED STONE

STONE

GROUTED

TOP OF

CUTOFF WALL

JOIN EXIST. CONC.

STONE

GROUTED

TOP OF EXIST.

SOFFIT

EXIST. BRIDGE

S T

A

.7TOE STONE

WITH DERRICK

GROUTED STONE

TOE OF

S T

A

.2

EL.394

R

K W

A N

SHEET S-3

REFER TO

EL.353

EL.350

EL.357

P R

O F

IL

E F

O R C

O N

T R

O L L

IN

E E

P R

O T

E C

T

IO

N O

N E

A S

T S

ID

E

STATION

31+20

POINT DESCRIPTION

30+55

33+12

33+25

33+38

33+68

A

B

STATIONZONE

STATIONPOINT

39+29.27

DESCRIPTION

38+25

38+75

TOP OF GROUTED STONE CALLOUT

433.00

433.00

432.13

431.00

430.00

431.00

433.50

434.50

438.00

438.00

439.00

32+02.86

TOP OF WALL CALLOUT

TOP OF WALL CALLOUT

TOP OF WALL CALLOUT

BEGIN EXIST. BRIDGE DECK

34+01.50

34+21.50

34+31.80 END EXIST. BRIDGE DECK

34+41.50

33+81.50

CENTERLINE OF EAST T WALL 4

35+31.35

36+31.35

37+61.35 END EAST DIAPHRAGM WALL

TOP OF WALL CALLOUT

439.00

TOP OF GROUTED STONE CALLOUT

123456

121314

37+02.35 438.00

171819

FEATURES OF TOP OF EAST DIAPHRAGM WALL

W

D

IE

P

D

431.56

431.82

432.08

432.34

TOP OF WALL CALLOUT

STONE

WITH DERRICK

GROUTED STONE

TOE OF

ZONE LIMITS OF EAST DIAPHRAGM WALL

E

ABD E

S T

A

STONE

DERRICK

STONE WITH

GROUTED

TOE OF EXIST.

STA. 32+95

DIAPHRAGM WALL

IN CONTACT WITH EAST

TOP OF GROUTED STONE

STA. 36+52

DERRICK STONE

STONE WITH

GROUTED

TOE OF EXIST.

FOR DETAIL

SHEET C-E10

WALL SEE

CONC. CUTOFF

O U

T L

E T

V D

IT

C H

TOP OF WALL CALLOUT/START CONC. RAMP

C-6

BANK PROTECTION

GROUTED STONE

D

IP

C

R O

S S

IN

G

C E

S

E E S

H T

C E

S

E E S

H T

S T

A

.3

T-WALL

L = 69'

S T

A

S T

A

R E

A C

H P

H

A E

X

IS

T

IN

G S

T A .2

L = 277.27'

S T

A

H O

M E P

A R

K E

X

IS

T

M O

B

IL

E

S T

A

GROUTED STONE BANK PROTECTION

L = 240'

S T

A

S T

A

AS SHOWN

ELEV ELEV

JOIN EXISTING GROUTED STONE

BEGIN EAST DIAPHRAGM WALL

CENTERLINE OF EAST T WALL 1

CENTERLINE OF EAST T WALL 2

CENTERLINE OF EAST T WALL 3

35+64 TO 37+61.35

31+20 TO 33+20

34+98.70 TO 35+64

33+20 TO 34+98.70

040 40 80 FT

HORIZ. SCALE: 1'' = 40'

VERT. SCALE: 1" = 20'

HORIZ. SCALE: 1" = 40'

EL.414

L = 220'

DIAPHRAGM WALL

CONCRETE SLURRY

DIAPHRAGM WALL

CONCRETE SLURRY

S T

A

S T

A

L = 37'

J S

H

IE

H

DIAPHRAGM WALL

ABUTMENT CONCRETE SLURRY

EL.414

EL.342

EL.357

/3

020 20 40 FT

SCALE: 1'' = 20'

AT R9PH2A - STA. 1519+00

JOIN EXISTING GROUTED STONE

BOTTOM OF WALL

GENERAL NOTES:

SEE SHEET S-15 FOR BULKHEAD BEAM DETAILS5.

T-WALL.

WALL AT STATION 37+61.35. REFER TO SHEET S-15 FOR DETAILS OF

TEST PANEL TO BE AT END OF EAST CONC. SLURRY DIAPHRAGM 4.

DIAPHRAGM WALL.

SEE SHEET C-E1 FOR PLAN VIEW OF EAST CONC. SLURRY 3.

SEE SHEET C-E10 FOR CROSS SECTIONS.2.

SEE SHEET C-E3 FOR PROFILE OF CONTROL LINE E2.1.

SEE SHEET C-SD-2

SIDE DRAIN #2,

STA. 36+67.35

SEE SHEET C-SD-3

SIDE DRAIN #3,

STA. 37+85.20

LINE

SCOUR

FOR DETAILS

SEE SJEET S-15

T-WALLS

S T

A

A N

G L

E P

O

IN

T

TOP OF WALL CALLOUT, ANGLE POINT

EL. 390

EL. 381EL. 384

EL. 381

EL. 384

SEE NOTE 4

T-WALL TEST PANEL

SEE SHEET C-SD1

SIDE DRAIN #1,

STA. 32+59.91

TOP OF WALL

EL.325

STA. 34+73

STA. 33+40

A (A

M T .0

/1

/1

F .O

S T

A

.3

A

AA A

L = 230'

S T

A

.3

L = 85.35'

R E

V

B

M

IS

C

R E

V

IS

IO

N S

(A M

T .0

M

IS

C

R E

V

IS

IO

N S

/2

/1

F .O

B

SAFETY PAYS

VALUE ENGINEERING PAYS

D E

S

IG

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

R E

V

IS

IO

N S

D

IS

T R

IC

T F

IL

E N

O

S U

B M

IT

T E

D B

Y

C H

IE

F

D E

S

IG

N B

R A

N C

H

F

IL

E N

A M

E

12345678

A

B

C

D

12345678

A

B

C

D

Scale:

SHEET

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

L O

S A

N G

E L E

S

C O

R P

S O

F E

N G

IN

E E

R S

7/20/2017Plot Date:

R

IV

E R

S

ID

E C

O U

N T

Y

C A

L

IF

O R

N

IA

B N

S F R

A

IL

R O

A D B

R

ID

G E P

R O

T E

C T

IO

N

L O

W E

R S

A N

T A A

N A R

IV

E

R C

H A

N N

E L

R E

A C

H

S A

N T

A A

N A R

IV

E

R M

A

IN

S T

E M

P A

U L J

U N

D E

R W

O O

D P

E

S P

E C

N O

W P

L -1

-R -0

D

450450

450450

0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40

DERRICK STONE

20'

20'

PLAN

N

AS SHOWN

C-SD3

B N

S F

C -S

D .d g n

PROFILE

010 10 20 FT

SCALE: 1'' = 10'

010 10 20 FT

SCALE: 1'' = 10'

J S

H

IE

H

J S

H

IE

H

R

K W

A N

EXCAVATION

GROUND

EXISTING

EL. 428.17EL. 428.432.0%

CONSTRUCTION NOTES

INSTALL 24"Ø RCP SIDE DRAIN

25 26

C O

N C P

IP

E C

U T E

X

IS

T

"Ø

S T

A .0

M A

IN

T

R O

A

CROSSING

CONC. DIP

S T

A .6

2.0%

ALIGNMENT

SIDE DRAIN #3

LINE E1

CONTROL

FL

O

W

STRUCTURE

NEW OUTLET

STONE

24" GROUTED

24" GROUTED STONE

C-32

/3

P L

A N A

N D P

R O

F

IL

E

I

N C

H D

IA

R C

P

S T

A .2

S

ID

E D

R A

IN

A

T E

A S

T B

A N

K P

R O

T E

C T

IO

N

S T

O N

E D

E R

R

IC

K

1.5

LINE E1

CONTROL

STONE

24" GROUTED

STONE SLOPE

TOP OF GROUTED

AND C-E5

SEE SHEET C-E4

RETAINIG WALL,

SECTION 33 40 00 FOR DETAILS.

INSTALL FLAP GATE. SEE SHEET SPECIFICATIONS

NOTE:

E 1,570,397.23

N 625,720.65

STA 0+00.00

E 1,570,207.54

N 625,725.76

STA. 2+00.00

GROUTED STONE. SEE DETAIL A ON SHEET S-19

CONSTRUCT PIPE OUTLET STRUCTURE THROUGH

INSTALL CONCRETE COLLAR PER DETAIL ON SHEET S-19

EL. 429.43

DRAIN MIN. 2%

GRADE TO

SERVICE RAMP

LIMITS

CUT/FILL

SURFACE

FINISHED

EXCAVATION DAYLIGHT

GROUTED STONE

IN

V .4

IN

V .4

EXIST. MH

REMOVE

E 1,570,354.34 N 625,694.95

STA. 0+50.00

ANGLE POINT

OUTLET PIPE, FLAP GATE, AND STRUCTURE.

CONTRACTOR TO FIELD VERIFY SIZE OF EXISTING 2.

SEE SHEET S-20 FOR MANHOLE DETAILS1.

RIM EL. 439.06

STA. 0+16.96

INSTALL NEW MH

AND INSTALL NEW MH

REMOVE EXIST. MH

BACKFILL

COMPACTED

A

(A M

T .0

/2

/1

F .O

A R

E V

IS

E D T

E X

T

R E

V

D E

S

IG

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

R E

V

IS

IO

N S

D

IS

T R

IC

T F

IL

E N

O

S U

B M

IT

T E

D B

Y

C H

IE

F

D E

S

IG

N B

R A

N C

H

F

IL

E N

A M

E

12345678

A

B

C

D

12345678

A

B

C

D

Scale:

SHEET

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

L O

S A

N G

E L E

S

C O

R P

S O

F E

N G

IN

E E

R S

7/20/2017Plot Date:

R

IV

E R

S

ID

E C

O U

N T

Y

C A

L

IF

O R

N

IA

B N

S F R

A

IL

R O

A D B

R

ID

G E P

R O

T E

C T

IO

N

L O

W E

R S

A N

T A A

N A R

IV

E

R C

H A

N N

E L

R E

A C

H

S A

N T

A A

N A R

IV

E

R M

A

IN

S T

E M

P A

U L J

U N

D E

R W

O O

D P

E

S P

E C

N O

W P

L -1

-R -0

G R

E E

N

S A

N

R

A P

S A

A P

U N

D E

R G

R O

U

W

T E

R L

IN

E

415 415

CONC

DENSE VEGETATION

DENSE V

EGETATIO

N

D E

N S

E V

E G

E T

A T

IO

N

D E

N S

E V

E G

E T

A T

IO

N

DENSE VEGETATION

.0

P I .7

P I .3

P I .9

P I .1

P I .7

P I .3

P I .9

P I .1

440440

440440

17+2518+0019+0020+0021+0022+0023+0024+00

E L E

V A

T

IO

N

E L E

V A

T

IO

N

P V

C

.0

E le v

.5

P V I .0

E L

.0

P V

T

.0

E le v

.8

P V

C

.0

E le v

.0

P V I .0

E L

.0

P V

T

.0

E le v

.1

P V

C

.0

E le v

.8

P V I .0

E L

.0

P V

T

.0

E le v

.7

P V

C

.0

E le v

.9

P V I .0

E L

.6

P V

T

.0

E le v

.8

P V

C

.0

E le v

.6

P V I .0

E L

.7

P V

T

.0

E le v

.0

P V I .0

E L

.0

S = 1.0%

S = 1.8% S = -3

.7%S = 3.4%S = -3 .7%

S = 0.5%

FINISHED GRADE

V A

R

IE

S

V A

R

IE

S

SECTIONS

PAVEMENT

SEE TYPICAL

SUBGRADE

PREPARED

MATERIAL IN-SITU

UNDISTURBED

24" MINIMUM

IRRIGATION MAIN

UNDERGROUND

EXISTING

PIPE O.D.W

LC

WPIPE O.D.W

MATERIAL IN-SITU

12" UNDISTURBED

@ 12" OC, EW

REINFORCED WITH #4

CONCRETE

6" THICK P.C.

PREPARED SUBGRADE

SECTIONS

SEE TYPICAL PAVEMENT

FINISHED GRADE

V A

R

IE

S

V A

R

IE

S

IRRIGATION MAIN

EXISTING UNDERGROUND

TO 12"

W=18" FOR PIPE O.D. UP

LC

100' 90'100'100'100'

VARIES

VARIES

7', TYP. 1', TYP.

14', TYP.

14', TYP.

14', TYP.

7', TYP. 1', TYP.

7', TYP. 1', TYP.

N

B N

S F

C -R

W .D

G N

R

K W

A N

C-37

AS SHOWN

/3

08 8 16 FT

SCALE: 1'' = 8'

C-RW2

SCALE: 1 IN. = 40 FT.

PLAN

PROFILE

N.T.S.

N.T.S.

N.T.S.

SHOULDER

1' ABC

2%

8" ABC

4" AC

2%

3H:1V

3H:1V

CL

2%

3H:1V

2%

STA 12+00 TO 20+40

TYPICAL ROAD SECTION

STA 22+50 TO 23+72

TYPICAL ROAD SECTION

C

M C

A L P

IN

E

C

M C

A L P

IN

E R

V

IS

P E

R

P.I. NO.

NORTHING

EASTING

R=

T=

L=

B.C. STA.

WEST ACCESS ROAD CURVE DATA

6 5 4 3

E.C. STA.

STATION

624,782.77

22° 06' 24"

100'

19.53'

38.58'

22+96.58

23+35.17

100'

12.86'

25.59'

624,682.02

14° 39' 39"

100'

624,428.80

° 40' 55"17

15.55'

30.81'

100'

624,278.14

20° 21' 07"

17.95'

35.52'

17+35.76

17+71.29

18+89.75

19+20.61

21+72.10

21+97.69

624,836.45

23+72.00

FILL

COMPACTED

GROUND

EXIST.

GROUND

EXIST.

PI 3

PI 4

PI 5

PI 6

PI 7

STA 20+40 TO 22+50

STA 09+80 TO 12+00

TYPICAL ROAD SECTION

HORIZONTAL SCALE: 1 IN. = 40 FT.

VERTICAL SCALE: 1 IN. = 8 FT.

CL

CL

GROUND

EXIST.

4" AC

SHOULDER

1' ABC 8" ABC

4" AC

SHOULDER

1' ABC

8" ABC

FILL

COMPACTED

EXCAVATION

EXCAVATION

NOTES:

S T

A

T

O S

T A

W E

S T A

C C

E S

S R

O A

D P

L A

N A

N D P

R O

F

IL

E

C O

N T

R A

C T O

P T

IO

N

M A

T C

H L

IN

E S

E E S

H E

E T C

R

W S

T A

E L

.9

L P S

T A

.5

E L

.7

H

P S

T A

.9

E L

.8

L P S

T A

.0

E L

.3

H

P S

T A

.3

M A

T C

H L

IN

E S

E E S

H E

E T C

R

W S

T A

LINE

ROAD CONTROL

WEST ACCESS

3H:1 V

18+89.75

BC STA

19+20.61

EC STA

EP

ES

OF CUT

APPROX. LIMIT

LIMIT OF FILL

APPROX.

LIMIT OF FILL

APPROX.

21+72.10

BC STA

21+97.69

EC STA

MAIN, P.I.P.

IRRIGATION

EXIST.

ROW

BNSF

23+35.17

EC STA

LIMIT OF CUT

APPROX.

22+96.58

BC STA

GROUND

APPROX. EXIST.

17+53.71

1,569,552.571,569,572.501,569,691.771,569,775.951,569,793.16

19+05.3121+84.9723+16.12

17+71.29

EC STA

3H:1V 3H:1V

MAIN, P.I.P.

EXIST. IRRIGATION

EASEMENT

PERMANENT

TYP.

EXIST. TREES,

DAYLIGHT

EXCAVATE TO

(APPROX. DEPTH) P.I.P.

8" IRRIGATION MAIN

(APPROX DEPTH) P.I.P.

8" IRRIGATION MAIN

N.T.S.

040 40 80 FT20

SCALE: 1'' = 40'

N.T.S.

SLAB PROTECTION MINIMUM COVER PROTECTION

UP TO 12"

W=18" FOR PIPE O.D.

F .O

/1

/1

(A

M T .0

M

IS

C

R E

V

IS

IO

N S

A

A

A

A

R E

V

B

F.G.

A

B

B

OFFICER WITH G.R.G.C. (SEE SHEET M-2).

ACCESS ROAD AT LOCATIONS DIRECTED BY THE CONTRACTING

PROTECTION AND SCREENING FENCE ALONG WEST SIDE OF

INSTALL APPROXIMATELY 600 LF OF PERMANENT GOLFBALL 6.

CONSTRUCTION. (SEE SHEET T-9 FOR COORDNATES).

COORDINATION WITH THE GRGC. REMOVE AT END OF

DIRECTED BY THE CONTRACTING OFFICER AND IN

EASEMENT BETWEEN POINT 140 AND POINT 188 AT LOCATIONS

PROTECTION AND SCREENING ALONG WESTERLY PERMANENT

INSTALL APPROXIMATELY 780 LF OF TEMPORARY GOLF BALL 5.

OFFICER.

AND PROVIDE THIS INFORMATION TO THE CONTRACTING

IRRIGATION MAIN PRIOR TO THE BEGINNING OF CONSTRUCTION

THE CONTRACTOR SHALL VERIFY ELEVATION AND SIZE OF THE 4.

SHEET.

SLAB PROTECTION AND MINIMUM COVER PROTECTION ON THIS

EXISTING IRRIGATION MAIN TO BE PROTECTED IN PLACE. SEE 3.

SEE SHEET T-6 FOR UTILITY LOCATIONS.2.

SEE SHEET C-RW8 FOR WEST ACCESS ROAD CROSS SECTIONS.1.

M

IS

C

R E

V

IS

IO

N S

F .O

(A M

T .0

/2

/1

D E

S

IG

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

R E

V

IS

IO

N S

D

IS

T R

IC

T F

IL

E N

O

S U

B M

IT

T E

D B

Y

C H

IE

F

D E

S

IG

N B

R A

N C

H

F

IL

E N

A M

E

12345678

A

B

C

D

12345678

A

B

C

D

Scale:

SHEET

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

L O

S A

N G

E L E

S

C O

R P

S O

F E

N G

IN

E E

R S

7/20/2017Plot Date:

R

IV

E R

S

ID

E C

O U

N T

Y

C A

L

IF

O R

N

IA

B N

S F R

A

IL

R O

A D B

R

ID

G E P

R O

T E

C T

IO

N

L O

W E

R S

A N

T A A

N A R

IV

E

R C

H A

N N

E L

R E

A C

H

S A

N T

A A

N A R

IV

E

R M

A

IN

S T

E M

P A

U L J

U N

D E

R W

O O

D P

E

S P

E C

N O

W P

L -1

-R -0

G R

E E

N

C O

N C

P I P E

P I

E

D E

N S

E V

E G

E T

A T

IO

N

D E

N S

E V

E G

E T

A T

IO

N

DENSE VEGETATION

8+64.69 8+64.69

9+00.00

+0

0.

I 1

0+ .2

P I 1

0+ .2

440440

440440

8+009+0010+0011+0012+0013+0014+0015+0016+0017+0017+25

E L E

V A

T

IO

N

E L E

V A

T

IO

N

P V I .0

E L

.8

P V

C

.1

E le v

.4

P V I .1

E L

.5

P V

T

.1

E le v

.4

P V

C

.0

E le v

.0

P V I .0

E L

.0

P V

T

.0

E le v

.4

S = -1.9%

S = -0.1% S = 1.0%

90' 100'

14', TYP.

7', TYP. 1', TYP.

14', TYP.

7', TYP. 1', TYP.

B N

S F

C -R

W .D

G N

R

K W

A N

C-38

AS SHOWN

040 40 80 FT20 2

/3

08 8 16 FT

SCALE: 1'' = 8'

C-RW3

C

M C

A L P

IN

E

P.I. NO.

NORTHING

EASTING

R=

T=

L=

B.C. STA.

E.C. STA.

623,602.64

SCALE: 1 IN. = 40 FT.

PLAN

PROFILE

SCALE: 1'' = 40'

170.11'

113.95'

100'

97° 27' 48"

LIMIT OF FILL

APPROX.

N

FILL

LIMIT OF

APPROX.

623,540.68

WEST ACCESS ROAD CURVE DATA

COMPACTED FILL

1,569,195.06 1,569,366.74

STATION C

M C

A L P

IN

E R

V

IS

P E

R

EXIST. IRRIGATION MAIN, P.I.P.

APPROX. EXIST. GROUND

ES

EP

10+47.25 08+64.69

PI 1

PI 2

NOTES:

E L

.8

H

P S

T A

.0

E L

.0

L P S

T A

.3

M A

T C

H L

IN

E S

E E S

H E

E T C

R

W S

T A

BC STA 9+33.29

EC STA 11+03.40

09+33.29

11+03.40

HORIZONTAL SCALE: 1 IN. = 40 FT.

VERTICAL SCALE: 1 IN. = 8 FT.

LIMIT OF CUT

APPROX.

3H:1VCONTROL LINE

WEST ACCESS ROAD

PERMANENT EASEMENT

3H:1V

MAIN P.I.P.

EXIST. IRRIGATION

BE REMOVED

EXIST. TREE TO

BE REMOVED

EXIST. TREES TO

EXIST. TREES, TYP.

OFF: 7' LT

EC ELEV. 425.43'

EC STA 09+80

R = 50'

TIE INTO EXIST. RD

E 1,569,398.05 N 623,540.28

TCE/TWA

P.I.P.

EXIST. TREE,

N.T.S.

2%

3H:1V

3H:1V

STA 09+80 TO 09+55

TYPICAL ROAD SECTION

CL

GROUND

EXIST.

4" AC

SHOULDER

1' ABC

8" ABC

FILL

COMPACTED

2% 3H:1V

4" AC

8" ABC

FILL

COMPACTED

CL

N.T.S.

SLOPE VARIES

EXIST. ROAD

TIE INTO

VARIES

SLOPE

GROUND

EXIST.

TIE INTO EXIST. RD.

E 1,569,241.27 N 623,512.61

BC ELEV. 423.60

BC STA 9+55

S T

A

.6

T

O S

T A

.0

W E

S T A

C C

E S

S R

O A

D P

L A

N A

N D P

R O

F

IL

E

C O

N T

R A

C T O

P T

IO

N

STA 09+55 TO 08+64.69

TYPICAL ROAD SECTION

F .O

/1

/1

(A

M T .0

M

IS

C

R E

V

IS

IO

N S

A

R E

V

B

A

A

A

F.G.A

G.R.G.C. (SEE SHEET M-2).

BY THE CONTRACTING OFFICER WITH

ACCESS ROAD AT LOCATIONS DIRECTED

AND SCREENING FENCE ALONG WEST SIDE OF

PERMANENT GOLFBALL PROTECTION

INSTALL APPROXIMATELY 600 LF OF 6.

SHEET T-9 FOR COORDINATES).

REMOVE AT END OF CONSTRUCTION. (SEE

AND IN COORDINATION WITH THE GRGC.

DIRECTED BY THE CONTRACTING OFFICER

POINT 140 AND POINT 188 AT LOCATIONS

PERMANENT EASEMENT BETWEEN

AND SCREENING ALONG WESTERLY

OF TEMPORARY GOLF BALL PROTECTION

INSTALL APPROXIMATELY 780 LF 5.

CONTRACTING OFFICER.

AND PROVIDE THIS INFORMATION TO THE

TO THE BEGINNING OF CONSTRUCTION

AND SIZE OF THE IRRIGATION MAIN PRIOR

THE CONTRACTOR SHALL VERIFY ELEVATION4.

PROTECTION ON THIS SHEET.

PROTECTION AND MINIMUM COVER

PROTECTED IN PLACE. SEE SLAB

EXISTING IRRIGATION MAIN TO BE 3.

SEE SHEET T-6 FOR UTILITY LOCATIONS.2.

ROAD CROSS SECTIONS.

SEE SHEET C-RW8 FOR WEST ACCESS 1.

B

B

M

IS

C

R E

V

IS

IO

N S

F .O

/2

/1

(A

M T .0

D E

S

IG

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

R E

V

IS

IO

N S

D

IS

T R

IC

T F

IL

E N

O

S U

B M

IT

T E

D B

Y

C H

IE

F

D E

S

IG

N B

R A

N C

H

F

IL

E N

A M

E

12345678

A

B

C

D

12345678

A

B

C

D

Scale:

SHEET

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

L O

S A

N G

E L E

S

C O

R P

S O

F E

N G

IN

E E

R S

7/20/2017Plot Date:

R

IV

E R

S

ID

E C

O U

N T

Y

C A

L

IF

O R

N

IA

B N

S F R

A

IL

R O

A D B

R

ID

G E P

R O

T E

C T

IO

N

L O

W E

R S

A N

T A A

N A R

IV

E

R C

H A

N N

E L

R E

A C

H

S A

N T

A A

N A R

IV

E

R M

A

IN

S T

E M

P A

U L J

U N

D E

R W

O O

D P

E

S P

E C

N O

W P

L -1

-R -0

N

GV

D

US SURVEY FE

T N

AD 2

CA ZO

E 6, US SURVEY FE

T N

OT

E

S:

B

D

30+00 31+00

+0

+0

34+00

35+00

36+00

37+00

38+00

39+00 39+29 39+29

43+00

+0

45+

+0

+0

49+00

30+00 31+00

+0

+0

34+00

35+00

36+00

37+00

38+00

39+00 39+29 39+29

42+19 42+19 43+00

+0

45+

+0

49+00

49+59

14+00

NO. 1

TRACK

NO. 2

TRACK

NO. 3

TRACK

EAST

ABUTM

ENT

W

ES

T

ABUTM

ENT

PIER

PIER

PIER

PIER

PIER

FLOW

FLOW

CHANNEL

FLOW

OF (E) LOW

BOUNDARY

APPROX.

(TYP)

EL. 428

T.O.W.

MOBILE HOME PARK

GREEN RIVER

HOUSING ESTATES

GREEN RIVER

BR 30.2

BNSF

PLAN

BNSF RAILROAD BRIDGE PROTECTION

NATIONAL GEODETIC VERTICAL DATUM OF 1929.

1. ELEVATION SHOWN IS BASED ON THE

LEGEND:

NOTES:

N

SANTA ANA RIVER

SANTA ANA RIVER

S-2

B N

S F S -2 .D

G N

(E) 1995 PIER, TRACK #2 (TYP)

(E) 1938 PIER, TRACK #3 (TYP)

(E) 1995 PIER, TRACK #1 (TYP)

N

H A

S

IB

M E

S C

H

J

G U

H

040 40 80

SCALE: 1" = 40'

(TYP)

EXTENSION WALL

(N) PIER NOSE

STA 31+20 TO STA 33+20

SCOUR ZONE "E"

STA 33+20 TO STA 34+98.7

SCOUR ZONE "A"

STA 34+98.7 TO 35+64

SCOUR ZONE "B"

STA 35+64 TO 37+61.35

SCOUR ZONE "D"

STA 10+00 TO 12+04

SCOUR ZONE "A"

STA 12+04 TO 12+52

SCOUR ZONE "B"

STA 12+52 TO 13+92.6

SCOUR ZONE "C"

(E) CMU RETAINING WALL

W/ T-WALLS

DIAPHRAGM WALL

(N) CONCRETE SLURRY

CONCRETE CAP (TYP)

AROUND (E) PILES WITH

DIAPHRAGM WALL ENCLOSURE

(N) CONCRETE SLURRY

DIAPHRAGM WALL W/ T-WALLS

(N) CONCRETE SLURRY

G E

N E

R A

L P

L A

N

/3

BNSF ROW

BNSF ROW

T-WALL WILL BE EXTRACTED.

SECTIONS INTERFERING WITH

SHEET PILE WALL TO REMAIN.

(E) TIEBACK ANCHORED

T-WALL WILL BE EXTRACTED.

SECTIONS INTERFERING WITH

SHEET PILE WALL TO REMAIN.

(E) TIEBACK ANCHORED

PIER 1

(N)

(TYP)

(E)

NEW

TYPICAL

EXISITING

SIDE DRAIN #1

SAT. 32+59.91

SIDE DRAIN #2

STA. 36+67.35

SIDE DRAIN #3

STA. 37+85.20

A (A

M T .0

/1

/1

J .G

A

A

A

T

IE

B A

C K

S

H O

W T

E S

T T P

A N

E L

D E

L E

T E

D T

IE

B A

C K

R E

V

IS

E D S

P A

C

IN

G

/W

(SEE SHEET C-W1)

SCOUR ZONE "F" AND "G" B

J .G

(A M

T .0

/2

/1

M

IS

C

R E

V

IS

IO

N S

B

R E

V

D E

S

IG

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

R E

V

IS

IO

N S

D

IS

T R

IC

T F

IL

E N

O

S U

B M

IT

T E

D B

Y

C H

IE

F

D E

S

IG

N B

R A

N C

H

F

IL

E N

A M

E

12345678

A

B

C

D

12345678

A

B

C

D

Scale:

SHEET

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

L O

S A

N G

E L E

S

C O

R P

S O

F E

N G

IN

E E

R S

7/20/2017Plot Date:

R

IV

E R

S

ID

E C

O U

N T

Y

C A

L

IF

O R

N

IA

B N

S F R

A

IL

R O

A D B

R

ID

G E P

R O

T E

C T

IO

N

L O

W E

R S

A N

T A A

N A R

IV

E

R C

H A

N N

E L

R E

A C

H

S A

N T

A A

N A R

IV

E

R M

A

IN

S T

E M

P A

U L J

U N

D E

R W

O O

D P

E

S P

E C

N O

W P

L -1

-R -0

B

B

B

B

B

35+00

36+00

37+00

+0

49+

49+

B

B

B

B

B

32+

33+

34+00

43+00

44+

45+00

9'-0"'

6'

3'

TRACK 2

PIER 1

TRACK 1

PIER 1

N

AS SHOWN

S-8

B N

S F S -8 .D

G N

TRACK 3

PIER 1

N

A S-8

S-17

N.T.S.

N.T.S.

S

T A

.3

S T

A

S T

A

S T

A

.3

S T

A

.3

N

H A

S

IB

M E

S C

H

J

G U

H

TYP.

T

IE

B A

C K

T

IE

B A

C K

T

IE

B A

C K

T

IE

B A

C K

T

IE

B A

C K

T

IE

B A

C K

T

IE

B A

C K

T

IE

B A

C K

T

IE

B A

C K

T

IE

B A

C K

T

IE

B A

C K

T

IE

B A

C K

T

IE

B A

C K

T

IE

B A

C K

T

IE

B A

C K

T

IE

B A

C K

T

IE

B A

C K

T

IE

B A

C K

T

IE

B A

C K

(E) PIER

(E) PILE CAP

DIAPHRAGM WALL TIEBACK

PLAN - EAST ABUTMENT CONCRETE SLURRY

DIAPHRAGM WALL TIEBACK

PLAN - EAST ABUTMENT CONCRETE SLURRY

A N

D T

IE

B A

C K

S P

L A

N

E A

S T C

O N

C R

E T

E S

L U

R R

Y D

IA

P

H R

A G

M W

A L

L

/3

NOTES:

(E) SHEET PILE

N.T.S.

N.T.S.

SEE CIVIL PLANS

CONTROL LINE E1,

SEE CIVIL PLANS

CONTROL LINE E1,

SEE CIVIL PLANS

CONTROL LINE E2,

SEE CIVIL PLANS

CONTROL LINE E2,

CONTRACTING OFFICER PRIOR TO CONSTRUCTION.

ARE SUBJECT TO REVIEW AND APPROVAL BY

SHEET PILES AND ANY REQUIRED TEMPORARY SHORING

CONSTRUCTION. PLANS FOR REMOVAL OF EXISTING

SECTIONS TO BE EXTRACTED DUE TO T-WALL

1. EXIST. SHEET PILE WALL TO REMAIN. INTERFERING

(E) PIER

TOP OF

OF (E) PIER

BOTTOM

A (A

M T .0

/1

/1

J .G

A

R E

V

IS

E D S

P A

C

IN

G B /W T

IE

B A

C K

D E

L E

T E

D T

IE

B A

C K

A D

D E

D M

A T

C H L

IN

E A

AB

M A

T C

H L

IN

E S

T A

.5

M A

T C

H L

IN

E S

T A

.5

J .G

B R

E V

IS

E D M

A T

C H

L

IN

E S

T A

T

IO

N (A

M T .0

/2

/1

R E

V

D E

S

IG

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

R E

V

IS

IO

N S

D

IS

T R

IC

T F

IL

E N

O

S U

B M

IT

T E

D B

Y

C H

IE

F

D E

S

IG

N B

R A

N C

H

F

IL

E N

A M

E

12345678

A

B

C

D

12345678

A

B

C

D

Scale:

SHEET

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

L O

S A

N G

E L E

S

C O

R P

S O

F E

N G

IN

E E

R S

7/20/2017Plot Date:

R

IV

E R

S

ID

E C

O U

N T

Y

C A

L

IF

O R

N

IA

B N

S F R

A

IL

R O

A D B

R

ID

G E P

R O

T E

C T

IO

N

L O

W E

R S

A N

T A A

N A R

IV

E

R C

H A

N N

E L

R E

A C

H

S A

N T

A A

N A R

IV

E

R M

A

IN

S T

E M

P A

U L J

U N

D E

R W

O O

D P

E

S P

E C

N O

W P

L -1

-R -0

C L

A S

S B

4'-0"

9'-0"

2'-6"

4'-0"

4'-0" TYP.

C L

R T

Y P

2'-6"

L

C A

S T -I

N -P

L A

C E B

U L

K H

E A

D B

E A

M

M

IN

T

Y P

AS SHOWN

S-15

B N

S F S -1

.D

G N

N.T.S.

D

S-15S-15

N

H A

S

IB

J

G U

H

S P

L

IC

E

#11 @ 9"

#7 @ 12"

#9 @ 6"

#7 @ 6"

PLAN

#4 @9" TYP.

#9 @ 6"

EAST & WEST ABUTMENT CAST-IN-PLACE BULKHEAD BEAM - ZONE A

TYP. TYP.

DIAPHRAGM WALL

SLURRY

EAST & WEST ABUTMENT SLURRY T-WALL & DIAPHRAGM WALL - ZONE A

#9 @ 6" TYP.

N.T.S. PLAN

BULKHEAD BEAM

CAST-IN-PLACE

D

S-15S-15

D

S-15S-15

N.T.S. SECTION

J

D E

P O

O T

E R

N

H A

S

IB

TOP OF WALL

EAST & WEST ABUTMENT CAST-IN-PLACE T-WALL & BULKHEAD BEAM - ZONE A

S L

U R

R Y D

IA

P

H R

A G

M W

A L

L

E A

S T W

E S

T A

B U

T M

E N

T C

O N

C R

E T

E

/3

SLURRY DIAPHRAGM WALL

SLURRY T- WALL

#11 @ 9"

T- WALL

CAST-IN-PLACE

CONSTRUCTION JOINT

#4 @ 9" TYP.

#4 @ 9" TYP.

1. LAYOUT FOR 2" INSIDE DIA. INSPECTION TUBES FOR

SLURRY DIAPHRAGM WALL IS ALSO APPLICABLE TO

AROUND THE PIER GROUPS.

NOTE:

THE 3' THICK SLURRY DIAPHRAGM ENCLOSURE WALLS

C O

N C

R E

T E S

L U

R R

Y

A

S-15S-16

A

S-15S-16

A

ZONE A-BAR LENGTH - L (ft)

#11 @ 9"

B-BAR

#7 @ 12"

C-BAR

#7 @ 6" 11'-0"

EAST ABUTMENT SLURRY WALL REINFORCEMENT SCHEDULE

B #11 @ 9" #7 @ 12" #7 @ 6" 18'-0"

STATION

33+40 - 34+98.7

A-BAR LENGTH - L (ft)

#11 @ 9"

B-BAR

#7 @ 12"

C-BAR

#7 @ 6" 11'-0"

WEST ABUTMENT SLURRY WALL REINFORCEMENT SCHEDULE

A

ZONE STATION

10+24.5 - 11+51.8

A-BAR

B-BAR

C-BAR

A-BAR

3' O.C., TYP.

TUBES AT

2" I.D. INSPECTION

TUBES (TYP.)

2" I.D. INSPECTION

TUBES (TYP.)

2" I.D. INSPECTION

34+98.7 - 35+31.35

A#4 @ 9" TYP.

A

J .G

/2

/1

(A

M T .0

A

R E

V

A

A

A

A

A

A

A

R E

V

IS

E D C

A L L

O U

T

D E

S

IG

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

R E

V

IS

IO

N S

D

IS

T R

IC

T F

IL

E N

O

S U

B M

IT

T E

D B

Y

C H

IE

F

D E

S

IG

N B

R A

N C

H

F

IL

E N

A M

E

12345678

A

B

C

D

12345678

A

B

C

D

Scale:

SHEET

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

L O

S A

N G

E L E

S

C O

R P

S O

F E

N G

IN

E E

R S

7/20/2017Plot Date:

R

IV

E R

S

ID

E C

O U

N T

Y

C A

L

IF

O R

N

IA

B N

S F R

A

IL

R O

A D B

R

ID

G E P

R O

T E

C T

IO

N

L O

W E

R S

A N

T A A

N A R

IV

E

R C

H A

N N

E L

R E

A C

H

S A

N T

A A

N A R

IV

E

R M

A

IN

S T

E M

P A

U L J

U N

D E

R W

O O

D P

E

S P

E C

N O

W P

L -1

-R -0

NOTES:

SEE NOTE 6

KNUCKLE SELVAGE AT TOP

AND BOTTOM

END POST

MIN

CHAIN LINK FABRIC,

1" MAX.

1" MESH

2"

TYPICAL POST DETAIL

12"

23°

PIPE 2 •" STD

…" 0 BOLT

DETAIL H

3 •"

TYPICAL INTERIOR PANEL

ELEVATION

PLAN

DETAIL H

ELEVATION

2"

TYPICAL DETAILS

3'-0"

FOOTING

12" 0 CONCRETE

PIPE 2 •" STD

PIPE 1 ‚" STD

PIPE 2 •" STD

CHAIN LINK FABRIC,

1" MESH

AT END PANELS

…" TRUSS RODS

TENSION BAR

‰" X •"

14" MAX C-C

TENSION ROD BANDS

AND CABLE (IF USED)

@ 12" TO ALL PIPES

11 GA STEEL WIRE TIES

THIMBLES AT ALL CABLE LOOPS

SLEEVE CLAMP AND PROVIDE

SECURE CABLE LOOP WITH CRIMPED

CABLE

BOTH ENDS OF

TURNBUCKLE AT

CABLE

Š" GALV

AROUND CABLE

ONE FULL TURN

GALV. WIRE. WIND

11 GA STEEL

SLIDING FIT

PIPE 1" STD SLEEVE

7'-3" OR GREATER

USED WHEN RAILING HEIGHT IS

OR LESS. PIPE 1 ‚" STD. TO BE

WHEN RAILING HEIGHT IS 6'-3"

Š" GALV CABLE TO BE USED

NOTE

SEE INTERIOR PANEL

Š" GALV CABLE.

PIPE 1 ‚" STD. OR

4'-0"

EP

8'-0" MAX

INTERMEDIATE POST

METAL CLAMP

N.T.S.

P

L T

R A

L

C H

A

IN

L

IN

F

N C

IN

G

LENGTH FOR PAYMENT FOR FENCE

PERMANENT GOLF BALL PROTECTION FENCE

SHEETS C-RW2 AND C-RW3.

FOR TEMPROARY FENCE ALONG WEST ACCESS ROAD. PER NOTE 5 ON

8. CONTRACTOR MAY USE PERMANENT GOLF BALL PROTECTION FENCE

7. INSTALL FENCE SCREENING MATERIAL ALONG LENGTH OF FENCE.

6. ADDITIONAL PIPE 1 ‚" STD REQUIRED ON RADIUS LESS THAN 150'-0"

FOR ENGINEER APPROVAL.

5. ALTERNATIVE DETAILS MAY BE SUBMITTED BY CONTRACTOR

PARALLEL TO SLOPE.

4. WHEN RAILING IS ON SLOPE, FABRIC SHALL BE PLACED

3. PEEN ALL…" O BOLT

IS OVER 150'-0".

150'-0" OR LESS. MAY BE 8'-0" CHORDS IF RADIUS

HORIZONTAL PIPES SHALL BE BENT IF RADIUS IS

VERTICAL ALIGNMENT. POSTS SHALL BE VERTICAL.

2. RAILING SHALL CONFORM TO HORIZONTAL AND

TO BE GALVANIZED AFTER FABRICATION.

1. RAILING ASSEMBLY EXCEPT CHAIN LINK FABRIC

…" 0 CARRIAGE BOLT

…" 0 BOLT

ALTERNATIVE DETAILS

WEBBING FOR EDGE REINFORCEMENT W/GROMMETS @ 24" O.C.

3. SCREENING PANELS SHALL HAVE 2" POLYPROPELENE.

2. COLOR TO BE GREEN

NOTES -SHADE PERCENTAGE: 85% TO 90%

-BREAK STRENGTH: 500LBS. PER FT. MINIMUM

-WEIGHT: 134 GRAMS/SQ. METER

-TYPE: KNITTED (HDPE) HIGH DENSITY POLYPROPELENE

FENCE SCREENING MATERIAL

N.T.S.

1. INSTALL PER MANUFACTURER'S RECOMMENDATIONS.

4. ATTACH TO FENCE USING HEAVY DUTY ZIP TIES.

SEE SPEC. SECTION FOR MATERIAL SPECIFICATIONS.

J S

H

IE

H

J S

H

IE

H

R

K W

A N

AS SHOWN

M-2

/3

B N

S F

M -2 .D

G N

A (A

M T .0

/1

/1

F .O

N E

W D

E T

A

IL

S

P R

O T

E C

T

IO

N F

E N

C E

P E

R M

A N

E N

T G

O L F B

A

E

V

B

F .O

B M

IS

C

R E

V

IS

IO

N S

(A M

T .0

/2

/1

B

B

B

.4

.4

.5

.4

.5

.6 DENSE TREES

.8

.9

.7

.5

.3

.4

.4

.6

.5

D E

N

E E

S

0 8FT 4 4

SCALE: 1''=4'-0''

5 AND 6

SEE NOTES

5 AND 6

SEE NOTES

5 AND 6

SEE NOTES

SEE NOTE 9

6" PVC

SEE NOTE 9

8" PVC

SEE NOTE 9

8" PVC

SEE NOTE 9

6" PVC

5 AND 6

SEE NOTESNOTE 10

SEE

SEE NOTE 7 & 8

STEEL PIPES

BEGIN DI AND

7 AND 8

SEE NOTES

STEEL PIPES

END DI AND

LIMITS OF EXCAVATION

E X

C

E X

C

NOT TO SCALE

FOR PVMT LIMITS

SEE TYPICAL DETAILS

T

Y P

HPEPEPHP

CONTROL LINE

CART PATH

BELOW

SEE

T

Y P

HP EP EP HP

CONTROL LINE

CART PATH

TO 10'

BELOW

SEE

CART PATH 10+00 TO 10+88.78

NOT TO SCALE

10+72.00 TO 10+88.78 SUPERELEVATION = 1% TO 0%

10+00 TO 10+72.11 SUPERELEVATION = 1%

CART PATH 11+93.78 TO 12+86.70

NOT TO SCALE

12+36.70 TO 12+86.70 SUPERELEVATION = 1% TO 4%

12+10.45 TO 12+36.70 SUPERELEVATION = 1%

11+93.78 TO 12+10.45 SUPERELEVATION = 0% TO 1%

T

Y P

A .C

P V

M T

T

Y P

A .C

P V

M T

FILL

COMPACTED

FLATTER

4:1 OR

FILL

COMPACTED

FLATTER

4:1 OR

FILL

COMPACTED

FLATTER

4:1 OR

FILL

COMPACTED

FLATTER

4:1 OR

TO 6.28'

FLATTER

4:1 OR

Green River DWY

P V I .7

P V I .0

12+00 13+0011+0010+00

P V I .0

E L .6

SPLINE

P V I .0

E L .6

SPLINE

E L .7

P V I .0

.6

B

B

.9

E

B

105'-4"

J O

IN

E

X

IS

T E

L .7

J O

IN

E

X

IS

T E

L .7

E L .6

E L .6

E L .4

E L .2

E L .9

E L .7

E L .7

P V I .0

P V I .0

P V I .0

P V I .0

P V I .0

P V I .0

P V I .0

E L .8

E L .0

E L .5

E L .1

E L .8

E L .3

E L .7

P V I .0

P V I .0

P V I .0

P V I .0

P V I .0

P V I .0

P V I .0

L=105.00'

P O

B

.0

POE 10+88.78

P O

B

.7

P O

E .1

POE 12+86.70

P O

B .0

PO

R C 10+33.89

.2

2'2'

2' 9.05' 2'

EL. 432.75

EL. 434.22

OG

WELL SUPPLY

EXIST 8"

EXIST 6" IRR

EXIST 6" IRR

EXIST 6" IRR

FILL

COMPACTED

E L .0

(N G

V D

E

L .6

E L .5

.1

(N G

V D

E

L

430.35)

(NGVD29 EL.

431.82)

(NGVD29 EL.

ABUTMENT 1

ABUTMENT 2

10'

FG

FG

CHANNEL LIMITS

ALISO CREEK APPROXIMATE

PLAN AC-03

SEE BRIDGE

EXIST 6" IRR

ELEC CONDUIT

D

L

E E

TO BRIDGE PER SHEET AC-03

AND 2" ELECTRICAL LINE

ATTACH 6" AND 8" DI WATERLINE

EXIST 8"

WELL SUPPLY

EXIST 2"

ELEC CONDUIT

EXIST 3"

ELEC CONDUIT

EXIST 2"

ELEC CONDUIT

EXIST 3"

S = 0.014

(S = -0.004)

(S = 0.012)

S = 0.007

AC4

EXIST 6" IRR

FLATTER

4:1 OR

N

.B

.B

SEE NOTE 9

8" PVC

2" PVC 2" PVC

PROFILE

HORIZ. SCALE: 1 IN.=20 FT.

VERT. SCALE: 1 IN.=4 FT.

CONTROL LINE

AT CART PATH

EXISTING GROUND

PLAN

HORIZ. SCALE: 1 IN.=20 FT.

COMPACTED FILL

CONTROL LINE

AT CART PATH

FINISHED GRADE

12/31/17

C 75150

LEE

DA-CHENG

A L

IS

E E

K

6,131,123.86

17.31'

32.68'

12+54.02

12+86.70

2,268,191.94

40.00'

6,131,130.72

15.79'

29.84'

10+00.00

10+33.89

2,267,959.17

36.92'

6,131,138.89

20.29'

38.03'

10+00.00

10+33.89

2,267,965.67

44.05'

BEG TRANS

12+17.08 5' Rt

0 20 20 40FT

SCALE: 1''= 20'

TREE STUMP

STUMP

TREE

AC1P.I. NO.

NORTHING

EASTING

R=

T=

L=

B.C. STA.

E.C. STA.

L

AC2 AC3 AC4

6,131,134.19

18.03'

10+00.00

10+33.89

6,131,095.11

29.53'

10+33.89

10+88.78 12+19.10

11+93.78

25.32'

13.10'

6,131,087.84

AC2

AC3

2,267,962.85 2,267,989.97 2,268,137.43

40.00'

33.89'

60.00' 40.00'

54.89'

L=30.32'

L=34.92'

L=38.90'

AC1

AC6

AC5 AC6

ALISO CREEK CART PATH (AC) C CURVE DATA

AC5

PLAN AC-03

SEE BRIDGE

CONTROL LINE

CART PATH

Exp.

No.

AI

NROFILACFO

ET

AT

S

R E

E

NI

G N

E

LANOISSEFORP

D

E R

E T

SI

G

E R

SAFETY PAYS

VALUE ENGINEERING PAYS

D E

S I G

N

Y

D R

A

C H

E C

K

A P

P R

O V

A L

D A

T E

S Y

M B

O L

D E

S C

R I P

T I O

N S

R E

V I S I O

N S

D I S

T R I

S U

B M I T

T

C H I E

F

D E

S I G

A N

C H

F I

M E

12345678

A

B

C

D

12345678

A

B

C

D

Scale:

SHEET

S P

E C

N O

W

P L

_DATE_Plot Date:

R I

V E

R S I

U N

T Y

C

A L I F

O R

N I

A

B N

I L

R O

I

D

O T

E C

T I

O N

L O

W

N

V

H

A N

N E

L

R

E A

A

N

V

M

I

N S

T E

M

P A

U

D E

R W

O O

D

P .E

C O

R

G I N

E E

R S

L

G E

L E

S

U .S

A R

G I N

E

S

T R I C

T

M B

A K

E R

IN

T L .C h o n e (9

-3

S a n ta A n a

C A u tt o n C e n tr e D r, S te

1"=20'

A C

.D

G N

P L

O F

IL

E

S

T A

A

.7

A L

E

ID

T

AC-01

K

E L

C H

E R

A

A

N D

E R

S O

N

D .L

U P

D A

T

G E

N D

A D

D E

D

E L

N D

U I

T E

(A

M T .0

V .A

BRIDGE

EXIST

EXIST PVMT

BEG TRANS

12+21.66 4.93' Lt

END TRANS

12+51.92 3.21' Lt

END TRANS

12+56.03 3.14' Rt

BEG TRANS

10+00.00 4.67' Rt

BEG TRANS

10+00.00 4.38' Lt

END TRANS

10+33.89 5' Lt

END TRANS

10+33.89 5' Rt

0%

1%

4%

0%

1%

EXIST PVMT

EXIST PVMT

PVMT

EXIST

(NAD27) E 1,569,727.36

(NAD27) N 627,783.12

E 6,131,119.86

N 2,268,208.79

(NAD27) E 1,569,743.80

(NAD27) N 627,519.27

E 6,131,136.30

N 2,267,944.94

PVMT

EXIST

EXIST PVMT

TREE STUMPS (2)

STUMP

TREE

LEGEND:

NOTES:

CONSTRUCTION NOTES:

WATERLINE RELOCATION NOTES:

2. ALL DUCTILE IRON (DI) PIPE SHALL BE PRESSURE CLASS

350 WITH RESTRAINED JOINTS.

4. WATERLINES SHALL HAVE A MINIMUM OF 36-INCHES OF

COVER, EXCEPT ON BRIDGE.

7. CONNECT TO EXISTING WATERLINE WITH RESTRAINED

12. CONTRACTOR SHALL STAKE CART PATH ALIGNMENT FOR

CORPS APPROVAL PRIOR TO CONSTRUCTION.

1. ALL PVC PIPE SHALL BE CL. 150 PVC WITH RESTRAINE JOINTS.

3. ALL BURIED WATERLINES SHALL MAINTAIN A MINIMUM OF 2-FEET

HORIZONTAL SEPARATION, WALL TO WALL IN PIPE TRENCH.

TRANSITION COUPLING AND FITTING AS DETERMINED IN FIELD.

11. 8" WATERLINE SHALL CROSS BELOW 6" WATERLINE WITH A

MINIMUM VERTICAL SEPARATION OF 12", WALL TO WALL.

PIPING DESIGNATED FOR REMOVAL.

13. CONTRACTOR SHALL IDENTIFY LENGTHS AND ELEVATIONS OF

TO MATCH SURROUNDING GRADE

REMOVE, HAUL AWAY, DISPOSAL OFF-SITE, BACKFILL, AND RESTORE

10. CONTRACTOR TO ROPE PIPE PER MANUFACTURER'S RECOMMENDATIONS.

9. INSTALL 1" AIR COMBINATION VALVE AT HIGH POINT OF EACH WATERLINE.

LOCATION, DEPTH AND OUTSIDE DIAMETER FOR EACH CONNECTION POINT.

LINES ARE APPROXIMATE. CONTRACTOR MUST POTHOLE TO CONFIRM

6. LOCATION OF EXISTING 6" AND 8" WATERLINES, AND 2" AND 3" ELECTRICAL

OF THE GOLF COURSE FACILITY.

LINES ARE TO REMAIN ACTIVE AND WITHOUT DISRUPTION TO THE OPERATIONS

DURING CONSTRUCTION ALL ELECTRICAL, WATER, GAS, TRANSMISSION, ETC.

DATED SEPTEMBER 2007.

TOPOGRAPHY BASED ON OCFCD AERIAL PHOTOGRAPHY

(NAVD88 TO NGVD29 CONVERSION: +2.474')

VERTICAL DATUM: NAVD88

+5.591' LAT, +268.868' LON)

(NAD83 TO NAD27 CONVERSION:

HORIZONTAL DATUM: NAD83

UNLESS OTHERWISE NOTED,

OF THE ALISO CREEK CHANNEL.

NO WORK SHALL BE DONE FROM WITHIN THE LIMITS

3.

2.

1.

FOR JOINT DEFLECTION.

OF PIPE SUPPORTS. DO NOT EXCEED MANUFACTURER'S RECOMMENDATIONS

ONE HORIZONTAL). EXACT LOCATION SHALL BE BASED UPON LOCATION

REQUIREMENTS OF AWWA C-900

FOR PVC, AWWAC-153 FOR DI, AND ASTM A53 Gr. B FOR STANDARD STEEL.

EXIST 6" IRR

SUPPLY

EXIST 8" WELL

SUPPLY

EXIST 8" WELL

EXIST 6" IRR

OVER 4" A.B. (CLASS 2).

CONSTRUCT 2" A.C. PVMT

2 PROTECT IN PLACE

A

A

A

A

A

A

A

A

A

A

A

A

A

SCALE: 1" = 10'

SCALE: 1" = 10'

0 20'10'

PLAN

ELEVATION

NOTES:

S-1

TYPICAL SECTION

AC-03

SCALE: 1/2" = 1'-0"

C

S = -0.014

C L

E A

R

C

DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL.

THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD

NOTE: SCALE: 1/2" = 1'-0"

0 1 2 2 4FT

SCALE: 1" = 10'

BRIDGE

SEE NOTE 3

(BRIDGE No. 91328-B)

PED-BIKEWAY BRIDGE

(E) PREFABRICATED

ALISO CREEK

BRIDGE

BRIDGE (SEE NOTE 3)

(E) PREFABRICATED

F L

O W

UTILITIES:

W1

W2

W1

W2

LEGEND:

(E)

(N)

B

AC-07

EC 10+88.78

BC 11+93.78

EC 12+19.1

N02°49'12"W

N '0 "E

L

DIAGONAL

(E) TS 5x3x‚

TOP CHORD

(E) TS 6x6x…

STRINGERS

(E) TS 5x5x‰

SEE CIVIL PLANS

(N) WATER LINES

SEE CIVIL PLANS

(N) WATER LINE

12+0011+00

9 SPACES @ 9'-5" = 84'-9"

PIPE SUPPORTS

(E) FLOOR P

OVERLAY ON

2" (N) AC

10+88.61 BB

ELEV 436.68)

(NGVD 29

ELEV 439.08

ELEV 438.15)

(NGVD 29

ELEV 440.55

11+93.94 EB

NOTES:

ABUTMENT 2

TO NEW SITE

EXISTING TO BE RELOCATED

NEW CONSTRUCTION

AC

N

ABUTMENT 1

A C .D

G N

(E) TS 8x10 @ ENDS

VERTICALS (TYP)

(E) TS 6x6x…

HANDRAIL

(E) 1 • SQ

G E

N E

R

A N

A L

E

ID

G E

ELEV 410.00

DIFFERENTIAL SETTLEMENT OF 1/2".

UTILITY CONNECTIONS SHALL BE ABLE TO ACCOMMODATE 1.

8.

7.

6.

5.

4.

3.

2.

1.

(N) 2x12 CONT

EA SIDE

3/16

DETAIL

NO SCALE

TREATED) CONT

2x12 (PRESSURE

TYP. TOP & BOT.

DIAGONAL BRACES

TS 4x4

CROSS BEAMS +

(E) TS 6x4

BOTTOM CHORD

FLOOR BEAMS AND

(E) TS 6x6x…

SIDE ONLY

MEMBER ONE

VERT TRUSS

(GALV) AT EA

L 3x3x‚

(GALV)

WASHER & NUT

BOLT W/

•" DIA CARRIAGE

T Y

P

AND ITS SUPPORTS AND (E) GOLF CART PATH SEE SHEET AC-02.

FOR TCE/TWA FOR DEMOLITION/REMOVAL OF THE (E) GOLF CART BRIDGE

PURPOSE ONLY.

THE SOIL REPORT CAN BE MADE AVAILABLE FOR REFERENCE

CONSTRUCTION SHALL BE DONE PER PLAN AND SPECIFICATIONS.

DATED: AUGUST 31, 2012

PROJECT NO: 340-CEL - T01, MOD NO. 5

ORANGE AND RIVERSIDE COUNTIES, CALIFORNIA

PROPOSED ALISO CREEK BRIDGE AT GREEN RIVER GOLF COURSE

GENTERRA CONSULTANTS, INC.

REPORT AS PREPARED BY THE COR:

FOUNDATION DESIGN IS BASED ON THE REQUIREMENTS OF THE SOIL

FOR ADDITIONAL NOTES AND ABBREVIATIONS, SEE SHEET AC-04.

AC-04. CONTRACTOR SHALL FOLLOW HAUL ROUTES PER AC-T01

STEEL TRUSS BRIDGE (No. 91328-B) AND CONCRETE FOUNDATIONS. SEE SHEET

CONTRACTOR SHALL MODIFY, TRANSPORT, AND ERECT OWNER-SUPPLIED

CORP AND THE CONTRACTOR SHALL INSPECT AND REPAIR THE TRUSS BRIDGE AS NEEDED.

PRIOR TO TRANSPORT AND INSTALLATION OF OWNER-SUPPLIED STEEL TRUSS BRIDGE (NO. 91328-B), NGVD 29 CONVERSION PROVIDED BY ORANGE COUNTY FLOOD CONTROL DISTRICT SEE SHEET AC-01.

FOR ADDITIONAL ALIGNMENT DATA, SEE CIVIL PLAN SHEET AC-01.

W3

W3

2" DIA ELECTRICAL LINE

6" DI WATER LINE

8" DI WATER LINE

SEE CIVIL PLANS

(N) ELECTRICAL LINES

SEE CIVIL PLANS

(N) ELECTRICAL LINES

A

A

A

A

A

A

S .S

A D

D

N D

U

(A

T .0

V .A

11+00 12+00

Exp.

No.

AI

NROFILACFO

ET

AT

S

R E

E

NI

G N

E

LANOISSEFORP

D

E R

E T

SI

G

E R

SAFETY PAYS

VALUE ENGINEERING PAYS

D E

S I G

N

D R

A

C H

E C

K

A P

P R

O V

A L

D A

T E

S Y

M B

O L

D E

S C

R I P

T I O

N S

R E

V I S I O

N S

D I S

T R I

S U

B M I T

T

C H I E

F

D E

S I

A N

C H

F I

M E

12345678

A

B

C

D

12345678

A

B

C

D

Scale:AS SHOWN

SHEET

S P

E C

N O

W

P L

_DATE_Plot Date:

R I

V E

R S I

U N

T Y

C

A L I F

O R

N I

A

B N

I L

R O

I

D

O T

E C

T I

O N

L O

W

N

V

A N

N E

L

R

E A

A

N

V

I

N S

T E

M

P A

D E

R W

O O

D

P .E

U .S

A R

G I N

E

S

T R I C

T

L

G E

L E

S

C O

R

G I N

E E

R S

M B

A K

E R

IN

T L .C o n e (9

-3

S a n ta A n a

C A u tt o n C e n tr e D r, S te

C .C

H O

D .M

O O

N

B .M

I E

L K

E

12/31/17

C 32677

M. SHEIKH

SALAHUDDIN

TOTAL LENGTH OF BRIDGE = 105'-4"

BB EB

OG

FS

LINE

(N) 8" DI WATER

LINE

(N) 6" DI WATER

LINE

(N) 6" DI WATER

LINE

(N) 8" DI WATER

LINE CARRIER PIPE

(N) 2" ELECTRICAL

LINE CARRIER PIPE

(N) 2" ELECTRICAL

S-5 AC-07

SCALE: 3/4" = 1'-0"

ELEVATION - BEARING ASSEMBLY

(TYP)

(E) PORTAL VERTICAL

(TYP)

(E) BOTTOM CHORD

ABUTMENT 1 ABUTMENT 2

(TYP)

PLATE

(E) BASE

EXPANSION ENDFIXED END

C ABUT BRG

C ABUT BRG

TEFLON DETAIL

NO SCALE

DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL.

THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD

NOTE:

02 2 4FT

01 1 2FT

SCALE: 3/4" = 1'-0"

SCALE: 3/8" = 1'-0"

(TYP)

BASE PLATE

GROUT @ (E)

NON-SHRINK

(E) BASE PLATE

TIGHTEN BOTH NUTS

(1) (N) WASHER EACH.

w/ (2) (N) NUTS &

ANCHOR BOLTS

(3) (E) 1 1/4" DIA

(TYP)

ABUTMENT

(E) CONC

LEGEND:

(E)

(N)

"2

SCALE: 1" = 1'-0"

TRUSS MEMBERS

(E) STEEL BRIDGE

TRUSS MEMBERS

(E) STEEL BRIDGE

BWATER PIPE SUPPORT

(N) AC OVERLAY

3-6

3-6

3/16

3/16

TO NEW SITE

EXISTING TO BE RELOCATED

NEW CONSTRUCTION

AC

AC-03

WATER LINE

(N) 6" DIA DI

WATER LINE

(N) 8" DIA DI

A C .D

G N

M

IS

C E

L L

A N

E O

T A

IL

S

A L

E

ID

G E

(B3248)

W/ †" COPPER B-LINE FLAT WASHER

(B3188) (FINGER TIGHTEN NUTS)

U-BOLT WITH 4 HEX NUTS

(N) COOPER B-LINE STANDARD

AT ENDS

MIN 3" WELD

(E) BRIDGE BASE PLATE (TYP)

PLATE TACK WELDED TO

BONDED TO (N) 10 GA COR-TEN

(N) 1'-3 1/2" x 10" x 3/32" NEOPRENE

INSTALLATION.

THEN DAMAGE THREADS AFTER

EA. NUT TO BE FINGER TIGHTENED,

(1) (N) HEX NUT & (1) (N) WASHER (SEE NOTE)

(2) (E) 1" DIA ANCHOR BOLTS w/

TO COVER SLOTTED HOLE (FIELD VERIFY)

5/16" THK WASHER OR CONT. BAR

NOTE:

2. ALL PIPES SUPPORTS AND ACCESSORIES SHALL BE HOT DIPPED GALVANIZED

WITH APPROVED EQUAL PRODUCTS.

1. COOPER B-LINE PIPE SUPPORTS MAY BE SUBSTITUTED

NOTE:

NEOPRENE

QUANTITIES

LF1932" PVC PIPE

LF862" GALV STEEL PIPE

LS1BRIDGE CONSTRUCTION

CY62STRUCTURE BACKFILL

CY70STRUCTURE EXCAVATION

EA10PIPE SUPPORTS

LF1998" PVC IRRIGATION PIPE

LF1726" PVC IRRIGATION PIPE

LF908" DUCTILE - IRON PIPE

LF876" DUCTILE - IRON PIPE

CY1,506BRIDGE ABUTMENT EXCAVATION

TON17AGGREGRATE BASE (CLASS 2)

TON20AC PAVEMENT

CY690IMPORT MATERIAL

CY193EXPORT UNSUITABLE MATERIALS (12")

CY2,052COMPACTED FILL

CY97OVER-EXCAVATION (6")

LF1,800TEMPORARY FENCING

LS1DEMOLITION (EXISTING BRIDGE)

LS1CLEAR AND REMOVE OBSTRUCTIONS

MEMBER OF TRUSS

PLACE ON EACH VERTICAL

(PART NO. B3067-3)

BRACKET - HEAVY DUTY

(N) COOPER B-LINE WELDED

A

A

A

CARRIER LINE (ASTM A53 Gr. B)

PIPE (OD = 2.38") ELECTRICAL

(N) 2" DIA GALV STEEL STD

A

S .S

A D

D

N D

U

Q

A N

T I T I

T .0

V .A

Exp.

No.

AI

NROFILACFO

ET

AT

S

R E

E

NI

G N

E

LANOISSEFORP

D

E R

E T

SI

G

E R

SAFETY PAYS

VALUE ENGINEERING PAYS

D E

S I G

N

D R

A

C H

E C

K

A P

P R

O V

A L

D A

T E

S Y

M B

O L

D E

S C

R I P

T I O

N S

R E

V I S I O

N S

D I S

T R I

S U

B M I T

T

C H I E

F

D E

S I

A N

C H

F I

M E

12345678

A

B

C

D

12345678

A

B

C

D

Scale:AS SHOWN

SHEET

S P

E C

N O

W

P L

_DATE_Plot Date:

R I

V E

R S I

U N

T Y

C

A L I F

O R

N I

A

B N

I L

R O

I

D

O T

E C

T I

O N

L O

W

N

V

A N

N E

L

R

E A

A

N

V

I

N S

T E

M

P A

D E

R W

O O

D

P .E

U .S

A R

G I N

E

S

T R I C

T

L

G E

L E

S

C O

R

G I N

E E

R S

M B

A K

E R

IN

T L .C o n e (9

-3

S a n ta A n a

C A u tt o n C e n tr e D r, S te

C .C

H O

D .M

O O

N

B .M

I E

L K

E

12/31/17

C 32677

M. SHEIKH

SALAHUDDIN

1/2"±

1'-4 1/2"±

30"

1/2"±

ASPH

IC

IC

V

0 4

0 4

5 4 0 4 5 4

ALAN H. SU

C 66042

6/30/18 Exp.

No.

AI

NROFILACFO

ET

AT

S

R E

E

NI

G N

E

LANOISSEFORP

D

E R

E T

SI

G

E R

SAFETY PAYS

VALUE ENGINEERING PAYS

D E

S I G

N

D R

A

C H

E C

K

A P

P R

O V

A L

D A

T E

S Y

M B

O L

D E

S C

R I P

T I O

N S

R E

V I S I O

N S

D I S

T R I

S U

B M I T

T

C H I E

F

D E

S I

A N

C H

F I

M E

12345678

A

B

C

D

12345678

A

B

C

D

Scale:

SHEET

S P

E C

N O

W

P L

_DATE_Plot Date:

R I

V E

R S I

U N

T Y

C

A L I F

O R

N I

A

B N

I L

R O

I

D

O T

E C

T I

O N

L O

W

N

V

A N

N E

L

R

E A

A

N

V

I

N S

T E

M

P A

D E

R W

O O

D

P .E

C O

R

G I N

E E

R S

L

G E

L E

S

U .S

A R

G I N

E

S

T R I C

T

M B

A K

E R

IN

T L .C o n e (9

-3

S a n ta A n a

C A u tt o n C e n tr e D r, S te

AD-1

A D .D

G N

N

1"=20'

0 20 20 40FT

SCALE: 1''= 20'

LIMIT LINE

GRADING

NOT TO SCALE

A

A

FLATTER

2:1 OR

FG

OG

MGS

10%

EP EP

CONSTRUCTION NOTES:

EXISTING ACCESS DRIVEWAY

(10')

ACCESS DRIVEWAY

EXISTING UTILITY

ACCESS DRIVEWAY

EXISTING

SECTION A-A

V .A

(L=125.00)

TCE LIMITS

'M

IN

OF KEY TRENCH

APPROXIMATE LIMITS

POINT

HINGE

LEGEND:

POTHOLE LOCATION

BORING LOCATION

NOTE:

1.

ON SHEET AD-4.

CONSTRUCT TERRACE DRAIN PER DETAIL

ON SHEET AD-4.

CONSTRUCT DOWN DRAIN PER DETAIL

5 6

6 CONSTRUCT RIPRAP PER DETAIL ON SHEET AD-4.

RIM 432.0'

RIM 416.6'

SEE SHEET AD-3 FOR DETAILS.

AND END ANCHOR ASSEMBLY (TYPE SFT).

ALTERNATIVE FLARED TERMINAL SYSTEM

CONSTRUCT MGS TYPE 11B LAYOUT WITH

PER DETAIL ON SHEET AD-5.

CONSTRUCT BACKDRAIN SYSTEM

PER DETAIL ON SHEET AD-4.

CONSTRUCT DOWN DRAIN TO RIPRAP TRANSITION

(18')

S A N

B E R

N A R

D N

O

C O

U N

R

IV

E R S

ID

E

C O

U N

435.0'

RIM

LIMIT LINE

GRADING

435.0'

RIM

2:1 OR FLATTER

S A N

B E R

N A R

D N

O

C O

U N

U N

R

IV

E R S

ID

E

E 623,492.733

N 1,568,636.556

BEG MGS

E 623,369.891

N 1,568,642.483

BEG FLARED TERMINAL SYSTEM

END MGS

E 623,413.027

N 1,568,722.858

END DITCH

E 623,333.175

N 1,568,633.871

END FLARED TERMINAL SYSTEM

2.

TCE/TWA LIMITS

TCE/TWA LIMITS

PROTECT-IN-PLACE

(431.38)

EXISTING AT&T VAULT

GRADING AND LAYOUT PLAN

SCALE: 1" = 20'

HP

MIN

3'-8"

HP

3'-8" MIN

TCE/TWA ACCESS ROAD

ACCESS ROAD.

REMOVAL OF THE K-RAILS AT THE TOP OF THE SLOPE OF

CONTRACTOR TO COORDINATE WITH OCPW PRIOR TO

(DATED 2015).

STANDARD PLANS (DATED 2015) AND SPECIFICATION

DEPARTMENT OF TRANSPORTATION (CALTRANS)

BE IN ACCORDANCE WITH THE STATE OF CALIFORNIA

ALL WORK DETAILED ON THESE DRAWINGS SHALL

G R

A D

Y O

A N

A C

C E

IV

E W

U C

K

IL

X

T E

N S

IO

N

TO BE REMOVED

EXISTING K-RAIL

A S

U

D L

E E

A A

N D

E R

S O

N

A

A

BY OTHERS

TO BE REMOVED

EXISTING K-RAIL

R E

V I

T .0

D .L

C E N

SE

D

LANDS APE ARCH

I T E

Signature

Renewal Date

Date o.

C A

T

H Y

L. JOH

N

S

O N

01-31-18

06-01-17

SAFETY PAYS

VALUE ENGINEERING PAYS

D E

S I G

N

D R

A

C H

E C

K

A P

P R

O V

A L

D A

T E

S Y

M B

O L

D E

S C

R I P

T I O

N S

R E

V I S I O

N S

D I S

T R I

S U

B M I T

T

C H I E

F

D E

S I

A N

C H

F I

M E

12345678

A

B

C

D

12345678

A

B

C

D

Scale:

SHEET

S P

E C

N O

W

P L

Plot Date:

R I

V E

R S I

U N

T Y

C

A L I F

O R

N I

A

B N

I L

R O

I

D

O T

E C

T I

O N

L O

W

N

V

A N

N E

L

R

E A

A

N

V

I

N S

T E

M

P A

D E

R W

O O

D

P .E

C O

R

G I N

E E

R S

L

G E

L E

S

U .S

A R

G I N

E

S

T R I C

T

M B

A K

E R

IN

T L .C o n e (9

-3

S a n ta A n a

C A u tt o n C e n tr e D r, S te

_DATE_

LBS/ACRE

56,100

APPROXIMATE AREA (SQFT)

SYMBOL BOTANICAL NAME COMMON NAME SIZE QUANTITY COMMENTS

PLANT LEGEND

10,400

5 GALLON

15 GALLON

36" BOX

36" BOX

KEEP PLANT CROWN AND MAIN STEM CLEAR OF MULCH.

1. APPLY COARSE ORGANIC MULCH TO ALL SHRUB PLANTING AREAS, 4" THICK.

NOTE:

SEEDING

APPROXIMATE AREA (SQFT)

MULCH

MULCH

1. SEE SPECIFICATIONS FOR SEED MIXES AND RATES OF APPLICATION.

NOTE:

P L

A N

T

G E

N D

A C

C E

IV

E W

U C

K

IL

X

T E

N S

IO

N

AS SHOWN

AD-11

A D .D

G N

SCHINUS MOLLE CALIFORNIA PEPPER SINGLE TRUNK

ROSE GLOW BARBERRYBERBERIS THUNBERGII 'ROSE GLOW'

4' O.C.

5 GALLON

COMPOSITE BENDER BOARD EDGING

COMPOSITE BENDERBOARD EDGING 320

APPROXIMATE LENGTH (LF)

1. APPLY COMPOSITE BENDERBOARD EDGING BETWEEN SHRUB AREA AND TURFGRASS.

NOTE:

100% CONTROLLED SLOW RELEASE

NOTE: USE DRIP IRRIGATION WITH FLAG TYPE EMITTERS (4.0 GPH PER PLANT) IN SHRUB AREAS.

4' O.C.

6' O.C.

SINGLE TRUNK

RHAMNUS CALIFORNICA 'EVE CASE'

QUERCUS AGRIFOLIA

EVE CASE COFFEEBERRY

COAST LIVE OAK

GRANULAR FERTILIZER -

ECOLOGY CONTROLS M-BINDER

HYDROPOST COMPOST

CONWED 100% WOOD FIBER

HYDROSEEDING SLURRY

APPLICATION RATE 3.0 LBS PURE LIVE SEED PER 1000 SQFT

BLACKJACK BERMUDA GRASS

APPLICATION RATE 3.0 LBS PURE LIVE SEED PER 1000 SQFT

BLACKJACK BERMUDA GRASS

C .J

O H

N S

O N

C .J

O H

N S

O N

C .J

O H

N S

O N

PLATANUS RACEMOSA WESTERN SYCAMORE

BACCHARIS 'CENTENNIAL' CENTENNIAL BROOM

A

A

A

E C

IE

V

IS

IO

M T .0

C .J

.A

Profile 1, BNSF_C-E2.dgn, Model Space

Seed File for Sheet_CivilDesign.dgn

BNSF_M-2.dgn, Model Space

BNSF OC Relocation M-14 signed