W912PL-17-R-0046_Amendment0001_Drawings_2_Structural_Sheets.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

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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

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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

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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)

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AREV. A

REV. A

REV. A

REV. A

REV. A

REV. A

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. A

REV. A

REV. A

REV. A

REV. A

REV. A

REV. A

REV. A

REV. A

REV. A

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REV. A

REV. A

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REV. A

REV. A

A

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SAFETY PAYS

VALUE ENGINEERING PAYS

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INDEX TO CONTRACT DRAWINGS

FILE NO. TITLE SHEET NO.

T-2B

LANDSCAPE AND IRRIGATION

N / A

T

C

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N E

R O

S

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K W

A N

O

F

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T D

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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

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(A

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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

239/3841

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. A

239/3828 REV. A

239/2995

239/2909

239/3866

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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

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67 66

82 82A

74E

74D

73B 73A

79E

79D

79B

62C62B

62A

9521 19

AS SHOWN

ESTATES

HOUSING

RIVER

GREEN

CHADWICK RD.

FLOW

FLOW

SANTA ANA RIVER

SANTA ANA RIVER

GOLF COURSE

GREEN RIVER

MOBILE HOME PARK

GREEN RIVER

T-6

B N

S F T -6 .D

G N

PLAN

N

050 50 100 FT

SCALE: 1'' = 50'

E X

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N

N

,8

E 1,569,800

N

,0

E 1,570,200

STORM DRAIN

ELECTRIC

FIBER OPTIC

FIBER OPTIC

GAS

WATER

LEVEL 3

SPRINT

UTILITY OWNER

EASEMENT

PERMANENT 1.

SEE SHEET T-7 FOR SUMMARY OF TEST HOLE DATA.

NOTES:

2.

3.

OF TEST HOLE NUMBER

SURVEYED LOCATION

EXIST. 24''

STORM DRAIN

LOCATION)

(APPROX.

SEWER

SANITARY

EXIST. 16''

GAS LINE

SANITARY

EXIST.

LOCATION)

(APPROX.

SEWER

EXIST.

WATER LINE

SEWER

SANITARY

EXIST.

STATION

LIFT

LINE

FIBER OPTIC

FIBER OPTIC LINE

EXIST. (SPRINT)

BRIDGE SOFFIT

ATTACHED ON

(SPRINT)

EXIST.

PROTECT IN PLACE

REMAIN

REMOVE AND RECONSTRUCT

TO BE RELOCATED BY OTHERS

LEGEND

DATA NOT AVAILABLE

DEPTH AND LOCATION

FIBER OPTIC LINE

EXIST. (LEVEL 3)

BURIED

WIRES

ELECTRIC

EASEMENT

PERMANENT

EASEMENT

PERMANENT

EASEMENT

PERMANENT

POLE

POWER

CITY OF CORONASANITARY SEWER

BR 30.2

BNSF

B N

S F

B N

S F

EXIST.

W

D

IE

P

W

D

IE

P

R

K W

A N

TEMPORARY CONSTRUCTION EASEMENT

QUESTAR

OWNERS ASSOCIATION

GREEN RIVER HOME

POLE

SCE POWER

EXIST.

SCE

EXIST.

OVERHEAD

EXIST. SCE

LINE

COMMUNICATION

POWER LINE AND

1 REMOVE INTERFERING SECTION

GREEN RIVER GOLF COURSE

GREEN RIVER GOLF COURSE

AND MAY NOT BE COMPLETELY ACCURATE.

BETWEEN THE UTILITY TEST HOLE LOCATIONS ARE APPROXIMATE

WHERE LINES WERE POSITIVELY IDENTIFIED. LOCATIONS

UTILITY LINES ARE SHOWN BETWEEN TEST HOLE LOCATIONS

EASEMENT

PERMANENT

EXIST. SHEET

PILE WALL

XX

PATH

CONC.

EXIST.

CUTFOFF WALL

STONE NORTH

EXIST. GROUTED

WALL

SHEETPILE

EXIST.

EXIST.

FACILITY

WELL PUMP

AND WATER

POWER POLE

EXIST.

ACCESS ROAD

WATER LINE

BURIED

EXIST.

/3

6 CUT/PLUG/REMOVE

COORDINATION

RELOCATION

SEE SPECS FOR

BNSF ROW

BNSF ROW

4. DATE OF PHOTO IMAGE SEP 16, 2016.

OPTICS

BURIED FIBER

EXIST. (LEVEL3)

LINE

FIBER OPTIC

EXIST. (SPRINT)

PATH

CART

CONC.

EXIST.

WATER LINE

EXIST.

WATER LINE

EXIST.

SHEET M-13

SEE RELOCATION PLANS ON

5.

NOT SHOWN FOR CLARITY.

EAST ACCESS ROAD AND WEST ACCESS ROAD ARE

WATER LINE

EXIST.

ELECTRIC SOUTHERN CALIFORNIA EDISON

ON CART BRIDGE

TRAFFIC PERMITTED

NO CONSTRUCTION

BRIDGE

EXIST. CART

EASEMENT

TEMPORARY

MARCH 2017 BY ARNAZ UNDER CONTRACT TO USACE.

TEST HOLES FOR EXISTING PILE CAPS PERFORMED IN

IN NOVEMBER 2014 BY AZTEC UNDER CONTRACT TO USACE.

TEST HOLES FOR EXISTING UTILITY LINES WERE PERFORMED

FENCE

AND RAIL

EXIST. POST

FENCE

CHAINLINK

EXIST.

REMOVE

FENCE

CHAINLINK

EXIST.

REMOVE

REMOVED BY OTHERS

WASHING STATION

EXIST. GOLF BALL

E = 1,570,291.46 N = 625,134.70

EXISTING SEWER LINE

END REMOVAL OF

APPROX LENGTH = 700'

E = 1,570,515.36 N = 625,642.31

EXISTING SEWER LINE

BEGIN REMOVAL OF

TO BE RELOCATED

EXIST. SNACK SHACK

RELOCATION AS DIRECTED

APPROX. LOCATION OF

EXIST. WEATHER STATION

GROUND

TO 6" ABOVE

VEGETATION

TRIM EXIST.

A

A

A

R E

V

A

A (A

M T .0

/1

/1

F .O

A

M

IS

C

R E

V

IS

IO

N S

WALL

EXIST.

REMOVE

A

PATHWAY

ACCESS

TEMPORARY

C

IP

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

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S P

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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

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U S S

U R

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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

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L -1

-R -0

15'

15' 6'

15' 6'

6'

3'

12" 5'

12"

12"

12"

"2

MAINTENANCE ROAD 6" CONC. CURB24" THICK GROUTED STONE

±13.16'

2' FROM VERTICAL FACE

0' TO 66.82'

1'-6"

15' WIDTH3'

2"

1"

18' MAINT. ROAD

1'-6"

A .B .C

AS SHOWN

R

K W

A N

W

D

IE

P

ACCESS RAMP

ACCESS RAMP COMPACTED FILL

2%

SLOPE @ 1V:2.5H

12" COMPACTED FILL

SCALE: 1 IN. = 1 FT.

01 1 2 FT

SCALE: 1'' = 1'

0.5

J S

H

IE

H

B N

S F

C -E

.d g n

SECTION A-A

SECTION B-B

ACCESS RAMP

TOP OF RAMP

LAYOUT LINE G1

EXIST. SURFACE

TOE OF SLOPE

LAYOUT LINE G2

TOP OF RAMP

LAYOUT LINE G1

TOP OF RAMP

LAYOUT LINE G1

OF CUT

DAYLIGHT

GROUND SURFACE

APPROX. EXIST.

@ 1V : 2.25H

CUT SLOPE

AT 1V : 2.5H

CUT SLOPE

AT 1V : 2H

CUT SLOPE

TOP OF SLOPE

TOE OF SLOPE

T Y

P

IC

A L S

E C

T

IO

N S A

N D D

E T

A

IL

S

A R

E A A O

F E

A S

T S

ID

E

HEREON

SEE DETAIL 1

HEREON

SEE DETAIL 1

GENERAL NOTES:

SCALE: 1 IN. = 5 FT.

SCALE: 1 IN. = 5 FT.

05 5 10 FT

SCALE: 1'' = 5'

2.5

C-E11

TYP.

FABRIC

GEOTEXTILE

EDGE OF SWALE

6" DROP FROM

SWALE FLOW LINE,

SECTION D-D

SCALE: N.T.S.

4" AC PAVEMENT

BASE COURSE

8" AGGREGATE

SCALE: N.T.S.

SCALE: N.T.S.

1.5

EXCAVATION

20'

STONE

GROUTED

TOP OF

LINE

CONTROL

24" THICK GROUTED STONE

STONE

GROUTED

TOE OF

TO DRAIN

SLOPE

COMPACTED FILL

EXISTING GROUND

8' THICK DERRICK STONE

SECTION C-C

SCALE: 1 IN. = 5 FT.

SECTION E-E

SCALE: 1 IN. = 5 FT.

EXIST. SURFACE

SLOPE

COMPACTED FILL

EXCAVATE

E2

CONTROL LINE

TOP OF RAMP

LAYOUT LINE G1

SLOPE @ 1V:2.5H

COMPACTED FILL

C-15

SEE DETAIL ON SHT. C-E9

CONC. V-DITCH,

DETAIL 1 - RIPRAP SWALE

MAINT. ROAD

18' WIDE

SLOPE

PAVEMENT

10" CONC.

BASE COURSE

12" AGGREGATE

T Y

P

/3

EXCAVATE

SLOPE @ 2.5H:1V

EXCAVATION

FILL SLOPE

CUT OR COMPACTED

2.5

SLOPE

NEXT TO EARTHEN

12" ABC SHOULDER

PAVEMENT SECTION

CONC. RAMP/LANDING AREA

DETAIL 4

SEE DETAIL 3 HEREON

SEE DETAIL 3 HEREON

VARIES

(SEE DETAIL 4)

LANDING AREA

CONC. SLAB

3 HEREON

SEE DETAILEXIST. SURFACE

3 HEREON

SEE DETAIL

BACKFILL

COMPACTED

FG

EXIST. FENCE

4" AC OVER 8" ABC

SERVICE RAMP

439.5 TO 434

EL. VARIES,

439.5 TO 459

EL. VARIES,5%

RETAINING WALL

SECTION

RAMP/MAINTENANCE ROAD PAVEMENT

H.O.A. ACCESS RAMP/ACCESS

DETAIL 3

EACH WAY

#6 @ 12" O.C.

SWALE

RIPRAP

SWALE

RIPRAP

PROTECTION

9" STONE

TYP.

FORM VERTICAL FACE (TYP.)

2%2% 2%

CONTROL LINE

FOR TRAFFICSHOULDER

FENCE

CABLE

6"

STONE

GROUTED

TOP OF

STONE

24" GROUTED

PLACEMENT OF GROUTED STONE

FORM THIS EDGE PRIOR TO

NOT TO SCALE

SEE DETAIL ON THIS SHEET

4" AC

8"ABC

ON THIS SHEET

SEE DETAIL A

AC

ABC

DETAIL A

NOT TO SCALE

STA. 39+29.27 TO STA. 37+61

INSTALL METAL BEAM GUARDRAIL (MBG)

TEXTILE AND RIPRAP.

2. PROVIDE 2-IN THICK X 3/4-IN BEDDING BETWEEN GEo

STONE PROTECTION.

1. RIPRAP MUST CONFORM TO SPECIFICATIONS FOR 9-IN

NOTES:

RETAINING WALL

A (A

M T .0

/1

/1

F .O

AT STA. 39+29.27 TO STA. 37+61.35

AT TOP OF GROUTED STONE BANK PROTECTION

DETAIL 5 - MAINTENANCE ROAD DETAIL

2"

A

A

A

R E

V

A

M

IS

C

R E

V

IS

IO

N S

2. JOIN EXIST. MBG AT STA. 39+29.27.

SECTIONS ARE TAKEN.

1. SEE SHEET C-E4 FOR PLAN VIEW FROM WHICH

A

U

D E

R G

R O

U

W

T E

R L

IN

E

410 4

W E

A T

H

A T

IO

N

W A

S H

G

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N G

O

B

D E

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R O

U

IB

IC

E

PIPE

PI

PE

D E

N S

E V

E G

E T

A T

IO

N

D E

N S

E V

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E T

A T

IO

N

14+13.18

9+

+0

14+00

SAFETY PAYS

VALUE ENGINEERING PAYS

D E

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460460

9+00 8+00

310310

S M

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N F

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M

L = 69'

T-WALL

C O

N C

R E

T E S

L U

R R

Y C

IP

DIAPRHAGM WALL

CIP ABUTMENT

N

C-W1

B N

S F

C -W

.D

G N

STATIONPOINT

PLAN

GROUP 6

EXIST. PIER

PROFILE

P L

A N A

N D P

R O

F

IL

E

P R

O T

E C

T

IO

N O

N W

E S

T S

ID

E

FLOW

GROUP 5

EXIST. PIER

IN PLACE

PROTECTED

BRIDGE TO BE

EXIST. GOLF CART

GOLF COURSE

GREEN RIVER

BR 30.2

BRIDGE

BNSF

EXIST.

C-P4 AND C-P5.

SEE SHEETS

EXIST. PIER GROUPS,

PROTECTION FOR

POB

VERT. SCALE: 1" = 20'

HORIZ. SCALE: 1" = 40'

040 40 80 FT

SCALE: 1'' = 40'

020 20 40 FT

SCALE: 1'' = 20'

SCALE: 1" = 40'

N8°03'49.5"E

EC 2

POE

S

B A

IK

R

K W

A N

EL. 364

EL. 325

EL. 410

TOP OF WALL

EL. 428

EL. 339

BOTTOM OF WALL

TCE BOUNDARY

EXIST. BRIDGE SOFFIT

REFER TO SHEET S-6

EL. 381

EL. 364

EL. 356

C3

C1

A

B

C2

EL. 384

C3 C1 ABC2

DESCRIPTION

10+76

10+84

11+04

11+24

11+42

BEGIN WEST DIAPHRAGM WALL

CENTERLINE OF WEST T WALL 1

BEGIN EXIST. BRIDGE DECK

CENTERLINE OF WEST T WALL 2

CENTERLINE OF WEST T WALL 3

CENTERLINE OF WEST T WALL 4

END EXIST. BRIDGE DECK

STATIONZONE

10+00 TO 12+04

12+04 TO 12+52

12+52 TO 13+00

13+00 TO 13+48

13+48 TO 13+92.2

A

H A

R R

IS

S

B A

IK

END CONC. V-DITCH OUTLET

END WEST DIAPHRAGM WALL13+92.211

BEGIN CONC. V-DITCH OUTLET

CONC. V-DITCH OUTLET POINT

NORTHING EASTINGSTATION

9+38.15

11+51.83

12+23.25

9+00

POINT

POB

AP 1

BC 2

AP 2

EC 1

624,892.66 1,569,839.28

624,912.87

624,919.40

625,130.96 1,569,878.45AP 3, BC 1

625,200.45 1,569,867.33

12+27.71 625,204.47 1,569,865.39

13+92.2

14+13.18

625,268.68

625,263.24

1,569,727.92

1,569,704.64

AP 4, EC 2

POE

DETAIL 'A'

WALL PANELS

LAYOUT LINE OF

SMOOTH CURVE

R

WALL PANELS

TYPI

CAL4

TOP OF WALL

EL. 426

9+20

3 24

9+55

9+70

10+64

9+20 1,569,831.53

1,569,848.47

9+38.2

C-17

N

EL. 362

GF

F

G 9+20 TO 9+38.15

9+38.15 TO 10+00

EL. 410

EL. 394

EL. 428

STA 11+28.5

S T

A

GROUP 4

EXIST. PIER

S T

A

.5

S T

A

.8

S T

A

.2

L = 104.5'

DIAPHRAGM WALL

CONCRETE SLURRY

L = 240.4'

DIAPHRAGM WALL

CONCRETE SLURRY

L = 36'

AS SHOWN

AP 1

AP 2BC 1

AP 3EC 1

BC 2

WEST DIAPHRAGM WALL

LAYOUT LINE

AP 4

SCOUR LINE

STA 11+42

BRIDGE DECK

END EXIST.

STA 10+76

BRIDGE DECK

BEGIN EXIST.

S76°11'5.4''W

N25°41'0.3''W

DITCH FLOW-LINE

SEE SHEET "C-RW1"

WEST ACCESS ROAD

EL. 426

EL. 426

EL. 427

STA 10+00

EL. 428

STA 10+59.5

SEE SHEET S-15 FOR DETAILS

T-WALLS

SCALE: 1" = 10'

N68°54'59.0"E

SANTA ANA RIVER

P E

R M

A N

E N

T

E

A S

E M

E N

T

PERMANENT EASEMENT

PERMANENT EASEMENT

P E

R M

A N

E N

T E

A S

E M

E N

T

N7°53'38.4"E

BULKHEAD BEAM

DIAPHRAGM WALL

ABUTMENT CONCRETE SLURRY

BEGIN WALL

END WALL

/3

BNSF ROW

BNSF ROW

EL. 381

EL. 393

010 10 20 FT

SCALE: 1'' = 10'

EL. 425.5

WALL

SLURRY DIAPHRAGM

WEST CONCRETE

RADIUS (FT.)

WEST DIAPHRAGM WALL

LAYOUT LINE OF

WEST DIAPHRAGM WALL

ZONE LIMITS OF

FEATURES OF TOP OF WEST DIAPHRAGM WALL

FOR TYP. PANEL LAYOUT

ON THIS SHEET

SEE "DETAIL A"

SEE SHEET C-W5 AND C-W6

ABUTMENT RIPRAP PROTECTION

SEE SHEET CW-4

CONCRETE V-DITCH INVERT

SEE SHEET C-W4

CONCRETE V-DITCH INVERT

SEE SHEET C-W4

SIDE DRAIN

SEE SHEET C-W4

STA 9+20 TO STA 10+59.42

CONC. V-DITCH

SEE SHEET C-W4

STA 11+51.76 TO STA 13+92.2

CONC.V-DITCH

SEE SHEET C-W4

DITCH OUTLET

STA 10+47.5

STA 11+51.8

DIAPRHAGM WALL

CIP ABUTMENT

(RIVER-SIDE FACE OFF WALL)

GROUND SURFACE

APPROX. EXIST.

GENERAL NOTES:

DUE TO T-WALL CONSTRUCTION, SEE NOTE 4

INTERFERING SECTIONS TO BE EXTRACTED

EXIST. SHEET PILE WALL TO REMAIN.

DUE TO T-WALL CONSTRUCTION, SEE NOTE 4

INTERFERING SECTIONS TO BE EXTRACTED

EXIST. SHEET PILE WALL TO REMAIN.

24" RCP

STA. 12+58

A M

IS

C

R E

V

IS

IO

N S

(A M

T .0

/1

/1

F .O

T

L

A

SHEETS C-RW1 THRU C-RW7

RETAINING WALL SEE

REMOVE EXIST. CMU A R

E V

A

36.7271.26

98.41164.88

34 01'35"

78 43'23"

O

O

CONTRACTING OFFICER PRIOR TO CONSTRUCTION.

TEMPORARY SHORING ARE SUBJECT TO REVIEW AND APPROVAL BY

4. PLANS FOR REMOVAL OF EXISTING SHEET PILES AND ANY REQUIRED

3. SEE SHEET S-15 FOR BULKHEAD BEAM DETAILS

2. SEE SHEET C-W2 AND C-W3 FOR CROSS SECTIONS.

1. SEE SHEET T-6 FOR LOCATIONS OF EXIST. UTILITIES.

9+

D E

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N O

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L -1

-R -0

6" 6"

2.5' TO 4.5' 2.5' TO 0.5'

4'

6"

6"

4'

5'

4'

5'

CONC. V-DITCH OUTLET

5'

4'

10'

16'

12+

AS SHOWN

C-W4

R

K W

A N

S

B A

IK

PLAN

FLOW

010 10 20 FT

SCALE: 1'' = 10'

B N

S F

C -W

.d g n

SECTION A-A

SCALE: N.T.S.

SCALE: N.T.S.

ON RIVER SIDE

DIAPHRAGM WALL

FACE OF

FLOWLINE

DITCH

ON RIVER SIDE

DIAPHRAGM WALL

FACE OF

425.5

S

B A

IK

425.5

FLOWLINE

THE RIVER

WALL FACING

DIAPHRAGM

TOP OF WEST

B

B

A

A

9+55

EL. VARIES

EL. VARIES

TOP OF WALL,

OF V-DITCH

FLOWLINE

SECTION B-B

(STA. 9+55)

9+38.2425.5

9+55

C-20

/3

N

E L

S T

A

.5

E N

D C

O N

C

V -D

IT

C

H

E L

.0

426.5

EL. 426

STA 9+20

BEGIN CONC. V-DITCH

426 TO 425

TO 425.5

VARIES FROM 426

TOP OF WALL

425.5

EL. 425

(CENTERED)

EACH WAY

#4 @ 12" (CENTERED)

EACH WAY

#4 @ 12"

10+00

427.5

10+59.5

10+00

10+00

425.5

FLOW

2'

FLOW

.2

E L

E L

425.5

9+70

STA. 9+20 TO 10+59.5

OUTLET FOR V-DITCH

PLAN

STA. 11+52 TO 13+92

OUTLET FOR V-DITCH

EL. 426

V-DITCH

TOP OF EL. 426

V-DITCH

TOP OF

12+53

12+63

FLOW

13+92

E L .5

S T

A

E N

D C

O N

C

V -D

IT

C

H

FLOW

12+58

F L

O W

F L

O W

12+63

424.5

12+53

424.5

11+58

N

N.T.S.

SIDE DRAIN DETAIL 2

2% 2%

REINF. CONC. PIPE

2' DIAMETER

CONC. DITCH INVERT

CONC. DITCH INVERT

EW (CENTERED)

WITH #4 @ 12" OC,

CONC. PAD

5'X10'X1' THICKSHEET C-W1

WALL SEE

DIAPHRAGM

WEST

SIDE DRAIN DETAIL 1

RACK

INSTALL TRASH

2%

2%

S T

A

11+58

425.5

11+52

EL. 427.5

STA 11+52

BEGIN CONC. V-DITCH

S T

A

S T

A

C

C

SECTION C-C SECTION D-D

D D

N.T.S.

(STA. 12+58)

D R

A

IN

A G

E D

E T

A

IL

S

W E

S T S

ID

E

SIDE DRAIN

16'x20' - 24" UNGROUTED STONE

DRAINAGE APRON

425.5

EACH WAY

WITH #4 @ 12" OC

CONC. PAD

5'X10'X1' THICK

EACH WAY

WITH #4 @ 12" OC

CONCRETE DITCH

EACH WAY

WITH #4 @ 12" OC

CONCRETE DITCH

SCALE: 1 IN. = 10 FT.SCALE: 1 IN. = 10 FT.

A M

IS

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(A M

T .0

/1

/1

F .O

R E

V

A

A A

REINF. CONC. PIPE

2' DIAMETER

TOP SURFACE

FINISH

STONE SMOOTH

24" GROUTED

D E

S

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Y

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ID

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A N

T A A

N A R

IV

E

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H A

N N

E L

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A C

H

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N T

A A

N A R

IV

E

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A

IN

S T

E M

P A

U L J

U N

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O O

D P

E

S P

E C

N O

W P

L -1

-R -0

UNDERGROUND FIBER OPTIC LINE

P I

P E

P I

P E

455 DENSE VEGETATION

UNDERGROUND FIBER OPTIC LINE

16'

(T Y P

SCALE: 1 IN. = 10 FT.

PLAN

DIAPHRAGM WALL

WEST CONCRETE SLURRY

EXIST. SHEETPILE WALL

EXIST. SHEETPILE WALL

RIPRAP PROTECTION

SHEETPILE WALL

END EXIST.

EXIST. SHEETPILE WALL

S

B A

IK

A

A

C

C

D

D

C-21

B N

S F

C -W

.D

G N

R

K W

A N

S

B A

IK

C-W5

AND WINGWALL

EXIST. CONC. ABUTMENT

010 10 20 FT

SCALE: 1'' = 10'

SUPERSTRUCTURES

EXIST. BRIDGE

EL. 436

TOP OF RIPRAP PROTECTION

NORTHING EASTINGSTATION

1+86.34

0+00

POINT

POE

625,074.26 1,569,817.40

625,095.89

625,032.53

1,569,767.99

1,569,663.12

POB, BC

POB

BC

EC 0+63.81

LAYOUT LINE OF RIP RAP PROTECTION ON WEST ABUTMENT

N

S °5

1' .6 5" W

(SEE NOTE 3)

R = 32.3 FT

LAYOUT LINE,

RADIUS OF

P L

A N

W E

S T A

B U

T M

E N

T

R

IP

R A

P P

R O

T E

C T

IO

N O

N

WEST ACCESS ROAD

BNSF ROW

TOEDOWN

4' RIPRAP

TOEDOWN

4' RIPRAP

CART PATH

EXIST.

CART PATH

NEW CONCRETE

PROTECTION

TOE OF RIPRAP

°5 1' .3 3"

(SEE NOTE 2)

EXIST. STONES

RADIUS (FT.)

32.3

CONCRETE CART PATH

EDGE OF NEW

RETAINING WALL

BACK FACE OF

TO MEET EXISTING RIPRAP SLOPE

TRANSITION 24" THICK RIPRAP

STA 1+69.8

END RIPRAP PROTECTION

UTILITY MARKER

EXIST. FIBER OPTIC

LOCATION AND DEPTH

POTHOLE TO VERIFY

EXIST. FIBER OPTIC LINE (P.I.P)

NOTES:

EC

P O

E

B

B

/3

RIPARIAN SEED MIX

A (A

M T .0

/1

/1

F .O

M

IS

C

R E

V

IS

IO

N S

R E

V

A

T L

A

A

A

N. 625,063.07

E. 1,569,661.73

N. 625,063.07

E. 1,569,661.73

48.95 63.81 113 07'45" O

STA. 0+9.73

BEGIN RIPRAP PROTECTION

A

5. SEE SHEET C-W6 FOR SECTIONS

4. AVERAGE THICKNESS OF EXISTING STONE IS APPROXIMATELY 3.5 FEET.

SURFACE. TOP OF NEW RIPRAP IS TO BE PLACED TO EL. 436.

EXIST. GROUND SURFACE TO CONSTRUCT A UNIFORM FINISHED RIPRAP

3. PLACE NEW RIPRAP PROTECTION ON TOP OF EXIST. RIPRAP SLOPE AND

RESULT IN DISTURBANCE OF RAILROAD EMBANKMENT.

2. FIELD VERIFY LIMITS. NO STONE IS TO BE REMOVED THAT COULD

SPECIFICATIONS.

1. RIPRAP MUST CONFORM TO 24" UNGROUTED STONE PROTECTION PER

D E

R G

R O

U

T E

R L

IN

E

U N

D E

R G

R O

U

T E

R L

IN

E

H

IS

A

IN

V

IS

U

N F

R O

M A

T

IO

H E

R

IN

A

IN

DIRT

C O

N C

P O

W

L E

DIRT

DIRT

425425

R O

C K

S

W E

A T

H

A T

IO

N

W A

S H

A T

IO

N G

O

A T

T E

R

U S

H

S C

A T

T E

R

U S

H

S C

A T

T E

R

U S

H

S C

A T

T E

R

U S

H

PIPE

PI

PE

ASPH

A S P

H

DIRT

S

R O

C K

S

B N

I

L R

O A

D

N S

E V

E G

E T

A T

IO

N

DENSE V

EGETATIO

N

D E

N S

E V

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A T

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N

DENSE VEGETATION

SANTA ANA RI

VER

DD

SAFETY PAYS

VALUE ENGINEERING PAYS

D E

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L -1

-R -0

AS SHOWN

N

PLAN

040 40 80 FT

SCALE: 1'' = 40'

P L

A N

P R

O T

E C

T

IO

N F

O R E

X

IS

T

IN

G P

IE

R G

R O

U P

S

FLOW

SANTA ANA RIVER

SANTA ANA RIVER

FLOW

C-P1

O F

BRI

DG

E

ABUTM

ENT

EAST

O F

BRI

DG

E

ABUTM

ENT

W

EST

C-W1 THRU C-W6

SEE SHEETS

WEST SIDE,

PROTECTION ON ~

PERMANENT EASEMENT

P E

R M

A N

E N

T E

A S

E M

E N

T

PROTECTED IN PLACE

CART BRIDGE TO BE

EXIST. GOLF COURSE

SEE SHEET C-P2

ENCLOSURE WALL,

PIER 2 DIAPHRAGM

SEE SHEET C-P3

ENCLOSURE WALL,

PIER 3 DIAPHRAGM

SEE SHEET C-P4

ENCLOSURE WALL,

PIER 4 DIAPHRAGM

SEE SHEET C-P5

ENCLOSURE WALL,

PIER 5 DIAPHRAGM

SEE SHEET C-P2

EXTENSION,

PIER 2 NOSE

SEE SHEET C-P3

EXTENSION,

PIER 3 NOSE

SEE SHEET C-P4

EXTENSION,

PIER 4 NOSE

SEE SHEET C-P5

EXTENSION,

PIER 5 NOSE

GROUP 2

EXIST. PIER

GROUP 3

EXIST. PIER

GROUP 4

EXIST. PIER

GROUP 5

EXIST. PIER

BR 30.2

BRIDGE

EXIST. BNSF

B N

S F

C -P

.D

G N

PERMANENT E

ASEMENT

.5

.2

.6

.5

.4

W

D

IE

P

S

B A

IK

R

K W

A N

C-23

FOR PLAN AND PROFILE.

SEE SHEET C-E12

EAST ACCESS ROAD.

C-E1 THRU C-E12

SEE SHEETS

EAST SIDE,

PROTECTION ON

/3

BNSF ROWBNSF ROW

FOR PLAN AND PROFILE

SEE C-RW SHEETS

WEST ACCESS ROAD

SEE SHEET C-E8

CHANNEL CONTROL LINE,

SIDE DRAIN #1 DRAINAGE

AND C-RW6A

SEE SHEETS C-RW6

RETAINING WALL,

SHEET C-W5 AND C-W6

RIPRAP PROTECTION, SEE

NOTES:

REINFORCEMENT, AND H-PILE DETAILS

DIAPHRAGM WALL TIEBACKS, CONCRETE

SEE STRUCTURAL SHEETS FOR 1.

CART PATH

NEW CONC.

TEMPORARY WORKING AREA

TEMPORARY CONSTRUCTION EASEMENT

TEMPORARY W

ORKIN

G A

REA

TEMPORARY C

ONSTRUCTIO

N E

ASEMENT

TEMPORARY WORKING AREA

TEMPORARY CONSTRUCTION EASEMENT

TEMPORARY WORKING AREA

TEMPORARY CONSTRUCTION EASEMENT

A (A

M T .0

/1

/1

F .O

A

R E

V

A

M

IS

C

R E

V

IS

IO

N S

20.58'

20.58'44'

3'

3'

3' SKEWED

P2E 11+00

P2E 12+00 P2E 13+00

P2E 10+00

P2E 11+00

P2E 12+00 P2E 13+00 P2E 14+00

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

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D E

S C

R

IP

T

IO

N S

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V

IS

IO

N S

D

IS

T R

IC

T F

IL

E N

O

S U

B M

IT

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F

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U .S

A R

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IN

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S T

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P A

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U N

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O O

D P

E

S P

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N O

W P

L -1

-R -0

500500

500500

P2E 10+00P2E 11+00P2E 12+00P2E 13+00P2E 14+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

AS SHOWN

N

C-P2

B N

S F

C -P

.D

G N

PIER GROUP 2

PLAN

PROFILE

POINT

ANGLE

NORTHING EASTING

DATA FOR LAYOUT LINE P2E

POINT 21

ANGLE

POINT 23

ANGLE

LAYOUT LINE P2E

GROUND SURFACE AT

APPROX. EXIST.

BR 30.2

BNSF BRIDGE

EXIST.

TRACK 3

TRACK 2

TRACK 1

FLOW

OF PIER GROUP 2

EXIST. PILE CAPS

LINE P2E

LAYOUT

625,134.06 1,570,161.15

625,298.25 1,570,205.22

1,570,221.35625,527.69

NOTES:

OF TRACK 3

EXIST. PIER

CAP, EL. 384

TOP OF PILE

ENCLOSURE WALL

CONC. DIAPHRAGM

TRAINING WALL

EAST

TRAINING WALL

WEST

CAPS, EL. 410

TOP OF EXIST. PILE

EL. 428

CAP SLAB

TOP OF

EXIST. H-PILES

P2E 11+05.68

BEGIN PROTECTION WORK

BRIDGE DECK

EDGE OF EXIST.

WALL, EL. 365

BOTTOM OF ENCLOSURE

W

O R

K

P R

O T

E C

T

IO

N

E N

D

P

E

.6

POINT 22

ANGLE

PIER 2 NOSE EXTENSION

ENCLOSURE WALL, EL. 415.5

TOP OF CAP SLAB FOR

P L

A N A

N D P

R O

F

IL

E

P R

O T

E C

T

IO

N F

O R E

X

IS

T

IN

G P

IE

R G

R O

U P

230'

N 4°01'21.7" E

170'

N 15°01'21.7" E

W O

R K

P R

O T

E C

T

IO

N

E N

D

P

E

.6

P

E

.6

W O

R K

P R

O T

E C

T

IO

N

B E

G

IN

1 AND 2

OF TRACKS

EXIST. PIERS

CAP SLAB (SEE NOTE 1)

ENCLOSURE WALL WITH

CONC. DIAPHRAGM

PIER 2 NOSE EXTENSION

(SEE NOTE 1)

020 20 40 FT

SCALE: 1'' = 20'

020 20 40 FT

SCALE: 1'' = 20'

CONCRETE

CAST IN PLACE

WALL

ENCLOSURE

DIAPHRAGM

CONC.

WALL

TRAINING

INTERIOR

W

D

IE

P S

B A

IK

S

B A

IK

R

K W

A N

BOTTOM EL. 397

INTERIOR WALL

CONC. DIAPHRAGM

EL. 381

EL. 412

(SEE NOTE 3)

NOSE EXTENSION

H-PILES FOR PIER

C-24

EL. 397

/3

SEE NOTE 4

EXCAVATION SLOPE.

TEMPORARY

NOTE 4

SEE

BNSF ROW

BNSF ROW

A (A

M T .0

/1

/1

F .O

A

CONTOURS UNLESS NOTED OTHERWISE.

PRE-CONSTRUCTION EXISTING GRADE

FINISHED GRADE MUST BE RESTORED TO 5.

ACCORDANCE WITH SPECIFICATIONS.

AREA, AND BACKFILL WITH GENERAL FILL IN

SHORING, ACCESS AND ADEQUATE WORK

EXCAVATION SLOPES, ANY SAFETY BENCH,

IS RESPONSIBLE FOR ALL TEMPORARY

CONCEPTUAL PURPOSES ONLY. CONTRACTOR

TEMPORARY EXCAVATION SHOWN FOR 4.

DETAILS.

EXTENSION PILE LAYOUT AND PILE CAP

SEE SHEETS S-4,S-5 AND S-7 FOR NOSE 3.

STRUCTURAL DETAILS.

RAILROAD BRIDGE ELEVATION SCHEDULE AND

SEE SHEETS S-4 THRU S-7 FOR BNSF 2.

PIER NOSE EXTENSION.

PLAN FOR DIAPHRAGM ENCLOSURE WALL AND

SEE SHEET C-P6 FOR DIMENSIONAL LAYOUT 1.

A

A

WALLS

INSIDE

FG

R E

V

A

M

IS

C

R E

V

IS

IO

N

20.58'

20.58'

3'

3'

3' SKEWED

P3E 11+00

P3E 12+00 P3E 13+00

P3E 10+00

P3E 11+00

P3E 12+00 P3E 13+00 P3E 14+00

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

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B

C

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12345678

A

B

C

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Scale:

SHEET

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

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L O

S A

N G

E L E

S

C O

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S O

F E

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IN

E E

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7/14/2017Plot Date:

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IV

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S

ID

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C A

L

IF

O R

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IA

B N

S F R

A

IL

R O

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ID

G E P

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C T

IO

N

L O

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R S

A N

T A A

N A R

IV

E

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H A

N N

E L

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A C

H

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E

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IN

S T

E M

P A

U L J

U N

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O O

D P

E

S P

E C

N O

W P

L -1

-R -0

500500

500500

P3E 10+00P3E 11+00P3E 12+00P3E 13+00P3E 14+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

AS SHOWN

N

C-P3

B N

S F

C -P

.D

G N

PIER GROUP 3

PLAN

PROFILE

POINT

ANGLE

NORTHING EASTING

DATA FOR LAYOUT LINE P3E

POINT 31

ANGLE

POINT 33

ANGLE

LAYOUT LINE P3E

GROUND SURFACE AT

APPROX. EXIST.

BR 30.2

BNSF BRIDGE

EXIST.

LINE P3E

LAYOUT

TRACK 3 TRACK 1

FLOW

OF PIER GROUP 3

EXIST. PILE CAPS

625,082.85 1,570,072.37

1,570,116.43625,247.04

625,476.47 1,570,132.56

OF TRACK 3

EXIST. PIER

ENCLOSURE WALL

CONC. DIAPHRAGM

TRAINING WALL

EAST

CAPS, EL. 407

TOP OF EXIST. PILE

EXIST. H-PILES

EL. 428

CAP SLAB

TOP OF

BEGIN PROTECTION WORK

P3E 11+05.68

W O

R K

P R

O T

E C

T

IO

N

E N

D

BRIDGE DECK

EDGE OF EXIST.

WALL, EL. 367

BOTTOM OF ENCLOSURE

TRAINING WALL

WEST

POINT 32

ANGLE

P

E

.6

TRACK 2

PIER 3 NOSE EXTENSION

ENCLOSURE WALL, EL. 412.5

TOP OF CAP SLAB FOR

PIER 3 NOSE EXTENSION

P L

A N A

N D P

R O

F

IL

E

P R

O T

E C

T

IO

N F

O R E

X

IS

T

IN

G P

IE

R G

R O

U P

1 AND 2

OF TRACKS

EXIST. PIERS

W O

R K

P R

O T

E C

T

IO

N

E N

D

P

E

.6

P

E

.6

W O

R K

P R

O T

E C

T

IO

N

B E

G

IN

170'

N 15°01'21.7" E

230'

N 4°01'21.7" E

CAP SLAB (SEE NOTE 1)

ENCLOSURE WALL WITH

CONC. DIAPHRAGM

(SEE NOTE 1)

020 20 40 FT

SCALE: 1'' = 20'

020 20 40 FT

SCALE: 1'' = 20'

WALL

ENCLOSURE

DIAPHRAGM

CONC.

CONCRETE

CAST IN PLACE

WALL

TRAINING

INTERIOR

W

D

IE

P S

B A

IK

S

B A

IK

R

K W

A N

BOTTOM EL. 394

INTERIOR WALL

CONC. DIAPHRAGM

CAP, EL. 384

TOP OF PILE

EL. 381

(SEE NOTE 3)

NOSE EXTENSION

H-PILES FOR PIER

EL. 409

C-25

EL. 394

NOTES:

/3

SEE NOTE 4

EXCAVATION SLOPE.

TEMPORARY

NOTE 4

SLOPE. SEE

BNSF ROW

BNSF ROW

NOTED OTHERWISE.

CONTOURS UNLESS

PRE-CONSTRUCTION EXISTING GRADE

FINISHED GRADE MUST BE RESTORED TO 5.

ACCORDANCE WITH SPECIFICATIONS.

AREA, AND BACKFILL WITH GENERAL FILL IN

SHORING, ACCESS AND ADEQUATE WORK

EXCAVATION SLOPES, ANY SAFETY BENCH,

IS RESPONSIBLE FOR ALL TEMPORARY

CONCEPTUAL PURPOSES ONLY. CONTRACTOR

TEMPORARY EXCAVATION SHOWN FOR 4.

DETAILS.

EXTENSION PILE LAYOUT AND PILE CAP

SEE SHEETS S-4,S-5 AND S-7 FOR NOSE 3.

STRUCTURAL DETAILS.

RAILROAD BRIDGE ELEVATION SCHEDULE AND

SEE SHEETS S-4 THRU S-7 FOR BNSF 2.

PIER NOSE EXTENSION.

PLAN FOR DIAPHRAGM ENCLOSURE WALL AND

SEE SHEET C-P6 FOR DIMENSIONAL LAYOUT 1.

A M

IS

C

R E

V

IS

IO

N S

(A M

T .0

/1

/1

F .O

A

WALLS

INSIDE

FG A

R E

V

B N

I

L R

O A

D

D E

N S

E V

E G

E T

A T

IO

N

20.58'

20.58'

3'

3'

3' SKEWED

P4E 11+00

P4E 12+00 P4E 13+00

P4E 10+00

P4E 11+00

P4E 12+00 P4E 13+00 P4E 14+00

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

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S C

R

IP

T

IO

N S

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V

IS

IO

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D

IS

T R

IC

T F

IL

E N

O

S U

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IT

T E

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Y

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IE

F

D E

S

IG

N B

R A

N C

H

F

IL

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E

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U .S

A R

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N G

IN

E E

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IF

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A

IL

R O

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ID

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L O

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R S

A N

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IV

E

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H A

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A C

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P A

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N O

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L -1

-R -0

500500

500500

P4E 10+00P4E 11+00P4E 12+00P4E 13+00P4E 14+00

E L

E V

A T

IO

N U

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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

AS SHOWN

N

C-P4

B N

S F

C -P

.D

G N

PIER GROUP 4

PLAN

PROFILE

POINT

ANGLE

NORTHING EASTING

DATA FOR LAYOUT LINE P4E

POINT 41

ANGLE

POINT 43

ANGLE

POINT 42

ANGLE

LAYOUT LINE P4E

GROUND SURFACE AT

APPROX. EXIST.

BR 30.2

BNSF BRIDGE

EXIST.

LINE P4E

LAYOUT

TRACK 3

TRACK 2

TRACK 1

FLOW

OF PIER GROUP 4

EXIST. PILE CAPS

625,031.63 1,569,983.58

625,195.82 1,570,027.64

625,425.26 1,570,043.78

TRAINING WALL

EAST

OF TRACK 3

EXIST. PIER

ENCLOSURE WALL

CONC. DIAPHRAGM

CAPS, EL. 404

TOP OF EXIST. PILE

EL. 428 CAP SLAB

TOP OF

EXIST. H-PILES

BRIDGE DECK

EDGE OF EXIST.

WALL, EL. 368

BOTTOM OF ENCLOSURE

W O

R K

P R

O T

E C

T

IO

N

E N

D

P

E

.8

TRAINING WALL

WEST

BEGIN PROTECTION WORK

P4E 11+04.68

PIER 4 NOSE EXTENSION

ENCLOSURE WALL, EL. 409.5

TOP OF CAP SLAB FOR

230'

N 4°01'21.7" E

170'

N 15°01'21.7" E

W O

R K

P R

O T

E C

T

IO

N

E N

D

P

E

.8

1 AND 2

OF TRACKS

EXIST. PIERS

P

E

.6

W O

R K

P R

O T

E C

T

IO

N

B E

G

IN

P L

A N A

N D P

R O

F

IL

E

P R

O T

E C

T

IO

N F

O R E

X

IS

T

IN

G P

IE

R G

R O

U P

CAP SLAB (SEE NOTE 1)

ENCLOSURE WALL WITH

CONC. DIAPHRAGM

020 20 40 FT

SCALE: 1'' = 20'

020 20 40 FT

SCALE: 1'' = 20'

PIER 4 NOSE EXTENSION

(SEE NOTE 1)

CONCRETE

CAST IN PLACE

WALL

ENCLOSURE

DIAPHRAGM

CONC.

WALL

TRAINING

INTERIOR

W

D

IE

P S

B A

IK

S

B A

IK

R

K W

A N

BOTTOM EL. 391

INTERIOR WALL

CONC. DIAPHRAGM

CAP, EL. 384

TOP OF PILE

(SEE NOTE 3)

NOSE EXTENSION

H-PILES FOR PIER

EL. 406

EL. 381

C-26

EL. 391

NOTES:

/3

SEE NOTE 4

EXCAVATION SLOPE.

TEMPORARY

NOTE 4

SEE

BNSF ROW

BNSF ROW

A (A

M T .0

/1

/1

F .O

R E

V

A

A

M

IS

C

R E

V

IS

IO

N S

A

WALLS

INSIDE

FG

CONTOURS UNLESS NOTED OTHERWISE.

PRE-CONSTRUCTION EXISTING GRADE

FINISHED GRADE MUST BE RESTORED TO 5.

ACCORDANCE WITH SPECIFICATIONS.

AREA, AND BACKFILL WITH GENERAL FILL IN

SHORING, ACCESS AND ADEQUATE WORK

EXCAVATION SLOPES, ANY SAFETY BENCH,

IS RESPONSIBLE FOR ALL TEMPORARY

CONCEPTUAL PURPOSES ONLY. CONTRACTOR

TEMPORARY EXCAVATION SHOWN FOR 4.

DETAILS.

EXTENSION PILE LAYOUT AND PILE CAP

SEE SHEETS S-4,S-5 AND S-7 FOR NOSE 3.

STRUCTURAL DETAILS.

RAILROAD BRIDGE ELEVATION SCHEDULE AND

SEE SHEETS S-4 THRU S-7 FOR BNSF 2.

PIER NOSE EXTENSION.

PLAN FOR DIAPHRAGM ENCLOSURE WALL AND

SEE SHEET C-P7 FOR DIMENSIONAL LAYOUT 1.

D E

N S

E V

E G

E T

A T

IO

N

20.58'

20.58'

3'

3'

3' SKEWED

P5E 11+00

P5E 12+00 P5E 13+00

P4E 10+00

P5E 10+00

P5E 11+00

P5E 12+00 P5E 13+00 P5E 14+00

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

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A L

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D E

S C

R

IP

T

IO

N S

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V

IS

IO

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D

IS

T R

IC

T F

IL

E N

O

S U

B M

IT

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Y

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F

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S

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U .S

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P A

U L J

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S P

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N O

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L -1

-R -0

500500

500500

P5E 10+00P5E 11+00P5E 12+00P5E 13+00P5E 14+00

E L

E V

A T

IO

N U

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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

AS SHOWN

N

C-P5

B N

S F

C -P

.D

G N

PIER GROUP 5

PLAN

PROFILE

POINT

ANGLE

NORTHING EASTING

624,980.42 1,569,894.79

1,569,954.99

1,569,938.85625,144.61

625,374.04

DATA FOR LAYOUT LINE P5E

POINT 51

ANGLE

POINT 53

ANGLE

LAYOUT LINE P5E

GROUND SURFACE AT

APPROX. EXIST.

BR 30.2

BNSF BRIDGE

EXIST.

LINE P5E

LAYOUT

TRACK 2

FLOW

OF PIER GROUP 5

EXIST. PILE CAPS

PILE CAPS, EL. 400

TOP OF EXIST.

TRAINING WALL

WEST

TRAINING WALL

EAST

CAP SLAB

TOP OF

CAP, EL. 384

TOP OF PILE

ENCLOSURE WALL

CONC. DIAPHRAGM

EXIST. H-PILES

EL. 428

BEGIN PROTECTION WORK

BRIDGE DECK

EDGE OF EXIST.

WALL, EL. 370

BOTTOM OF ENCLOSURE

OF TRACK 3

EXIST. PIER

PROTECTED IN PLACE

CART BRIDGE TO BE

EXIST. GOLF COURSE

W O

R K

P R

O T

E C

T

IO

N

E N

D

P

E

.8

TRACK 3

TRACK 1

P5E 11+04.68

POINT 52

ANGLE

PIER 5 NOSE EXTENSION

ENCLOSURE WALL, EL. 405.5

TOP OF CAP SLAB FOR

W O

R K

P R

O T

E C

T

IO

N

E N

D

P

E

.8

W O

R K

P R

O T

E C

T

IO

N

B E

G

IN

P

E

.6

1 AND 2

OF TRACKS

EXIST. PIERS

230'

N 4°01'21.7" E

170'

N 15°01'21.7" E

P L

A N A

N D P

R O

F

IL

E

P R

O T

E C

T

IO

N F

O R E

X

IS

T

IN

G P

IE

R G

R O

U P

CAP SLAB (SEE NOTE 1)

ENCLOSURE WALL WITH

CONC. DIAPHRAGM

020 20 40 FT

SCALE: 1'' = 20'

020 20 40 FT

SCALE: 1'' = 20'

PIER 5 NOSE EXTENSION

(SEE NOTE 1)

CONCRETE

CAST IN PLACE

WALL

ENCLOSURE

DIAPHRAGM

CONC.

WALL

TRAINING

INTERIOR

W

D

IE

P S

B A

IK

S

B A

IK

R

K W

A N

BOTTOM EL. 387

INTERIOR WALL

CONC. DIAPHRAGM

EL.402

EL. 381

APPROXIMATED

EXIST. GROUND SURFACE

(SEE NOTE 3)

NOSE EXTENSION

H-PILES FOR PIER

C-27

EL. 387

NOTES:

SEE NOTE 4

EXCAVATION SLOPE.

TEMPORARY

NOTE 4

SLOPE. SEE

BNSF ROW

BNSF ROW

/3

R E

V

A

A M

IS

C

R E

V

IS

IO

N S

(A M

T .0

/1

/1

F .O

A

WALLS

INSIDE

FG A

CONTOURS UNLESS NOTED OTHERWISE.

PRE-CONSTRUCTION EXISTING GRADE

FINISHED GRADE MUST BE RESTORED TO 5.

ACCORDANCE WITH SPECIFICATIONS.

AREA, AND BACKFILL WITH GENERAL FILL IN

SHORING, ACCESS AND ADEQUATE WORK

EXCAVATION SLOPES, ANY SAFETY BENCH,

IS RESPONSIBLE FOR ALL TEMPORARY

CONCEPTUAL PURPOSES ONLY. CONTRACTOR

TEMPORARY EXCAVATION SHOWN FOR 4.

DETAILS.

EXTENSION PILE LAYOUT AND PILE CAP

SEE SHEETS S-4,S-5 AND S-7 FOR NOSE 3.

STRUCTURAL DETAILS.

RAILROAD BRIDGE ELEVATION SCHEDULE AND

SEE SHEETS S-4 THRU S-7 FOR BNSF 2.

PIER NOSE EXTENSION.

PLAN FOR DIAPHRAGM ENCLOSURE WALL AND

SEE SHEET C-P7 FOR DIMENSIONAL LAYOUT 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

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IP

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SHEET

U .S

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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

XX

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

14'

16'

16'

14'

14'

16'

7' 1'VARIES SEE PLAN

14'

16'

7'7'SEE PLAN

VARIES

2'

T Y

P

4" TYP.

T O

10'

6'

14'

3' 3'

14'

1' TYP.7' TYP.

7' TYP. 1' TYP.

7' TYP. 1' TYP.

7' TYP. 1' TYP.

1' TYP.

4' TYP.

2" TYP.

1' ABC SHOULDER (TYP.)

T O

T O

2'-8" TO 6'

C

M C

A L P

IN

E

B N

S F

C -R

E .d g n

N.T.S.

N.T.S.

2%

N.T.S.

N.T.S.

2%

CL

2%

4" AC

8" ABC

2H:1V2H:1V 4" AC

8" ABC

4" AC

8" ABC

2H:1V

2%

2H:1V

N.T.S.

2% 2H:1V

8" ABC

4" AC2%

N.T.S.

2%4" AC

8" ABC

2% 2H:1V

N.T.S.

8" ABC

4" AC 2%

2H:1V

CL

CL

CL

CL

CL

SHOULDER

V-DITCH

CL

CL

2H:1V

2H:1V

SHOULDER

1' ABC

STA 11+23.00 TO 11+65.00

TYPICAL ROAD SECTION

STA 14+62.50 TO 15+03.50

TYPICAL ROAD SECTION

STA 15+03.50 TO 16+58.11

TYPICAL ROAD SECTION

STA 11+84.50 TO 13+85.50

TYPICAL ROAD SECTION

N.T.S.

N.T.S.

N.T.S.

N.T.S.

N.T.S.

A A

PLANE JOINT

WEAKENED

PLANE JOINT

WEAKENEDSCORE LINE

STRAIGHT GRADE

SCORE LINE

STRAIGHT GRADE

PLANE JOINT

WEAKENED

DRIVEWAY APRON

8" ABC

4" AC

C-RE2

C

M C

A L P

IN

E

R

K W

A N

AC RD.

CONTROL LINE

V-DITCH

ON THIS SHEET

SEE DETAIL

2' V-DITCH

SHOULDER

1' ABC

SHEET

ON THIS

SEE DETAIL

2' V-DITCH

SHEET

ON THIS

SEE DETAIL

2' V-DITCH

GROUND

EXIST.

SHOULDER

1' ABC

SHOULDER

1' ABC

SHOULDER

1' ABC

SHOULDER

1' ABC

EXIST. GROUND

EXIST. GROUND

GROUND

EXIST.

EXIST. GROUND

EXIST. GROUND

STA 10+08.37 TO 10+67.00

TYPICAL ROAD SECTION

AND 13+85.50 TO 14+62.50

STA 10+67.00 TO 11+23.00 AND 11+65.00 TO 11+84.50

TYPICAL ROAD SECTION

F L

O W

CITY OF CORONA STANDARD #129

CONC. DRIVEWAY MUST CONFORM TO

NOTE:

4" AC

8" ABC

45° BEVEL

1/2" LIP,

EL. 469.96

#5 @ 12" O.C. E.W.

LEVEE ACCESS RD.

LEVEE ACCESS RD.

LEVEE ACCESS RD.

LEVEE ACCESS RD.

LEVEE ACCESS RD.

LEVEE ACCESS RD.

T Y

P

IC

A L S

E C

T

IO

N S A

N D D

E T

A

IL

S

M O

B

IL

E H

O M

E P

A R

K L

E V

E E A

C C

E S

S R

O

COMPACTED FILL

COMPACTED FILL

EXCAVATION

DAYLIGHT

EXCAVATION

EXCAVATION

EXCAVATION

COMPACTED FILL

COMPACTED FILL

COMPACTED FILL

2' UNREINFORCED CONC. V-DITCH DETAIL

REINFORCED CONC. DIP CROSSING DETAIL

C-34

G U

T T

E R

C U

R B A

N D

E X

IS

T

S

ID

E W

A L

K E

X

IS

T

24" UNGROUTED STONE APRON PLAN

3' THICK

EL. 436.46

EL. 436.05

EL. 436.93

SPECIFICATIONS FOR 24 INCH UNGROUTED STONE PROTECTION.

THREE FOOT THICK UNGROUTED STONE MUST CONFORM TO

NOTE:

(CONTRACT OPTION)

CONC. DRIVEWAY PLAN

(CONTRACT OPTION)

CONC. DRIVEWAY DETAIL A-A

/3

T

Y P

ON THIS SHEET

CROSSING DETAIL

AND CONC. DIP

SEE TRANSITION

CL

CROSSING DETAIL

TRANSITION UNREINFORCED CONC. V-DITCH TO DIP

F .O

/1

/1

(A

M T .0

M

IS

C

R E

V

IS

IO

N S

A

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

7/14/2017Plot 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

A P

S A

A P

U N

D E

R G

R O

U

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

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

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

A

F.G.

A

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 200 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 1120 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.

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

7/14/2017Plot 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

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.