Am2_Plans_W912PL-15-B-0010.pdf

SAFETY PAYS

VALUE ENGINEERING PAYS

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Plot Date:

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PROJECT LOCATION AND VICINITY MAPS

INDEX TO CONTRACT DRAWINGS

G1

G2

G3

G4

G5

G6

G7

G8

G9

G10

G11

G12

G13

G14

G15

G16

G17

G18

G19

G20

G21

G22

G23

G24

G25

G26

G27

G28

G29

G30

G31

G32

G33

G34

G35

G36

G37

G38

G39

G40

G41

G42

T-05

T-06

C-01

C-02

GENERAL NOTES, ABBREVIATIONS, UTILITY CONTACTS & LEGEND SYMBOLS

LANDSCAPE STA 1233+60 TO STA 1245+00

LANDSCAPE STA 1245+00 TO STA 1255+00

LANDSCAPE STA 1255+00 TO STA 1265+00

LANDSCAPE STA 1265+00 TO STA 1274+46

GENERAL PLAN, SHEET LAYOUT, AND KEY MAP

GENERAL STRUCTURAL NOTES S-1

S-2

S-3

S-4

S-5

OUTLET STRUCTURE REINFORCEMENT SCHEDULE, CONCRETE COLLER AND MISC. OUTLET DETAILS

OUTLET STRUCTURE PLAN, ELEVATION AND DETAILS

SHEET PILE LOCATION SCHEDULE AND TYPICAL DETAILS

M-01

M-02

M-03

L-01

L-02

L-03

L-04

L-05

C-03

C-04

GROUND SURVEY CONTROL POINTS

48-IN. RCP EXTENSION PLAN, PROFILE AND SECTION AT STA 1243+57.03

27-IN. RCP EXTENSION PLAN, PROFILE AND SECTION AT STA 1241+51.94

60-IN. RCP MODIFICATION PLAN, PROFILE AND SECTION AT STA.1253+92.69

84-IN. RCP MODIFICATION PLAN, PROFILE AND SECTION AT STA.1262+65.65

36-IN. RCP CULVERT MODIFICATION PLAN, PROFILE AND SECTION AT STA 1269+83.70

FILE NO. TITLE SHEET NO.

GEOTECHNICAL

GENERAL

CIVIL

STRUCTURAL

LANDSCAPE AND IRRIGATION

INDEX TO CONTRACT DRAWINGS

AS SHOWN

C O

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R A

C T D

R A

W

IN

G S

T O

IN

D

E X

T-02

R .V T .C

D .P

C-06

C-07

239/3333

239/3333

239/3331

239/3330

239/3334

239/3335

239/3337

239/3338

239/3339

239/3340

239/3346

239/3347

239/3348

239/3349

239/3350

239/3351

239/3353

239/3354

239/3355

239/3356

239/3357

239/3358

239/3342

239/3341

239/3343

239/3367

239/3368

239/3360

239/3361

239/3362

239/3374

239/3375

239/3376

239/3377

239/3378

239/3381

239/3382

239/3383

239/3384

239/3385

239/3386

239/3387

239/3388

239/3389

239/3390

239/3391

239/3393

239/3394

239/3395

239/3396

239/3397

239/3398

239/3399

239/3400

239/3401

239/3402

239/3403

239/3404

239/3405

239/3406

239/3407

239/3408

239/3409

239/3410

239/3411

239/3412

239/3413

239/3414

239/3415

239/3416

C-08239/3344

PHASE 1 AND PHASE 5A CONNECTION PLAN, SECTION AND DETAILS

C-09239/3345

C-05

239/3352

SHEET PILE PLAN AND PROFILE STA.1255+00 TO STA.1265+00

60 IN. RCP EXTENSION PLAN, PROFILE AND SECTION AT STA 1234+68.35

MISCELLANEOUS

CS-01

CS-02

CS-03

CS-04

CS-05

SHEET PILE PLAN AND PROFILE STA.1245+00 TO STA.1255+00

CS-06

SD-01

SD-02

SD-03

SD-04

SD-05

SD-06

CS-07

FILE NO. TITLE SHEET NO.

239/3359

CS-08

239/3369

239/3370

239/3371

239/3363

239/3372

C-10

G43

G44

G45

G46

239/3417

239/3418

239/3419

239/3420

G47

G48

G49

G50

G51

G52

G53

239/3421

239/3422

239/3423

239/3424

239/3425

239/3426

239/3427

G54

G55

G56

G57

239/3428

239/3429

239/3430

239/3431

GROUNDWATER HYDROGRAPHS

CPT BY GREGG CPT-03 P5A AND CPT-04 P5A

CPT BY GREGG CPT-01 P5A AND CPT-02 P5A

CPT BY KEHOE TESTING AND ENGINEERING CPT-010

CPT BY KEHOE TESTING AND ENGINEERING CPT-006 AND CPT-006B

CPT BY KEHOE TESTING AND ENGINEERING CPT-005 AND CPT-005B

CPT BY KEHOE TESTING AND ENGINEERING CPT-004 AND CPT-004B

CPT BY KEHOE TESTING AND ENGINEERING CPT-003

CPT BY KEHOE TESTING AND ENGINEERING CPT-002 AND CPT-002B

CPT BY KEHOE TESTING AND ENGINEERING CPT-001

CPT BY MIDDLE EARTH CPT-06 AND CPT-06A

CPT BY MIDDLE EARTH CTP-05A

CPT BY MIDDLE EARTH CPT-04 AND CPT-04A

CPT BY MIDDLE EARTH CPT-03 AND CTP-03A

CPT BY MIDDLE EARTH CPT-01 AND CPT-02

URS LOG OF BORING P14-R9P5A-05

URS LOG OF BORING TH14-R9P5A-10 SHEET 3 OF 3 SHEETS

URS LOG OF BORING TH14-R9P5A-10 SHEETS 1 AND 2 OF 3 SHEETS

URS LOG OF BORING TH14-R9P5A-09 SHEET 3 OF 3 SHEETS

URS LOG OF BORING TH14-R9P5A-09 SHEETS 1 AND 2 OF 3 SHEETS

URS LOG OF BORING TH14-R9P5A-08 SHEET 3 OF 3 SHEETS

URS LOG OF BORING TH14-R9P5A-08 SHEETS 1 AND 2 OF 3 SHEETS

URS LOG OF BORING TH14-R9P5A-07 SHEET 3 OF 3 SHEETS

URS LOG OF BORING TH14-R9P5A-07 SHEETS 1 AND 2 OF 3 SHEETS

URS LOG OF BORING TH14-R9P5A-06 SHEET 3 OF 3 SHEETS

URS LOG OF BORING TH14-R9P5A-06 SHEETS 1 AND 2 OF 3 SHEETS

URS LOG OF BORING TH14-R9P5A-05 SHEET 3 OF 3 SHEETS

URS LOG OF BORING TH14-R9P5A-05 SHEETS 1 AND 2 OF 3 SHEETS

URS LOG OF BORING TH14-R9P5A-04 SHEET 3 OF 3 SHEETS

URS LOG OF BORING TH14-R9P5A-04 SHEETS 1 AND 2 OF 3 SHEETS

URS LOG OF BORING TH14-R9P5A-03 SHEET 3 OF 3 SHEETS

URS LOG OF BORING TH14-R9P5A-03 SHEETS 1 AND 2 OF 3 SHEETS

URS LOG OF BORING TH14-R9P5A-02 SHEET 3 OF 3 SHEETS

URS LOG OF BORING TH14-R9P5A-02 SHEETS 1 AND 2 OF 3 SHEETS

URS LOG OF BORING TH14-R9P5A-01 SHEET 3 OF 3 SHEETS

URS LOG OF BORING TH14-R9P5A-01 SHEETS 1 AND 2 OF 3 SHEETS

USACE TEST PIT TP13-R9P5A-13

USACE TEST PITS TP13-R9P5A-11 AND TP13-R95A-12

USACE TEST PITS TP13-R9P5A-09 AND TP13-R95A-10

USACE TEST PITS TP13-R9P5A-07 AND TP13-R95A-08

USACE TEST PITS TP13-R9P5A-05 AND TP13-R95A-06

USACE TEST PITS TP13-R9P5A-03 AND TP13-R95A-04

USACE TEST PITS TP13-R9P5A-01 AND TP13-R95A-02

USACE BORING TH13 R9P5A-10

USACE BORING WELL NUMBER TH13 R9P5A-09

USACE BORING WELL NUMBER TH13 R9P5A-08

USACE BORING TH13 R9P5A-07

USACE BORING TH13 R9P5A-06

USACE BORING TH13 R9P5A-05

USACE BORING TH13 R9P5A-04

USACE BORING TH13 R9P5A-03

USACE BORING TH13 R9P5A-02

USACE BORING TH13 R9P5A-01

KEY TO SYMBOLS FOR USACE LOGS, KEY TO LOGS FOR URS AND GENERAL NOTES

GEOLOGIC CROSS SECTION F-F'

GEOLOGIC CROSS SECTIONS A-A' THRU E-E'

PLAN OF EXPLORATION

TYPICAL SECTIONS

SHEETPILE TYPICAL PLAN AND GROUTED STONE AND SHEETPILE

CROSS SECTION STA.1244+00 TO STA.1250+00

CROSS SECTION STA.1233+60 TO STA.1241+00

CROSS SECTION STA.1251+00 TO STA.1259+00

CROSS SECTION STA.1260+00 TO STA.1268+00

CROSS SECTION STA.1269+00 TO STA.1274+43

L-06239/3379 PLANTING & IRRIGATION DETAILS AND NOTES

PLANTING LEGEND

239/3432

239/3380

239/3392

239/3433

239/3434

239/3435

239/3436

M-04

239/3364

M-05

239/3365

M-06

239/3366

RAMP GATE ELEVATIONS, TRAIL REGULATIONS AND MISCELLANEOUS DETAILS

CABLE FENCE ELEVATION AND DETAILS

SOUND WALL PLAN

R .V T .C

C-11ACCESS RAMP CROSS SECTIONS AND DETAILS

ACCESS RAMP AND TURN AROUND PLAN AND PROFILE

T-07239/3336

SHEET PILE WALL AND SIDE DRAIN PENETRATION DETAIL

SOUND WALL ELEVATION, SECTION AND DETAILS

SHEET PILE AND GROUTED STONE SURVEY MONUMENT AND STATION MARKER DETAILS

DOUBLE GATE, TEMPORARY FENCING ELEVATIONS AND DETAILS

GENERAL UTILITIES LAYOUT PLAN

GROUTED STONE AND SHEET PILE PLAN AND PROFILE STA.1233+60 TO STA.1245+00

SHEET PILE PLAN AND PROFILE STA.1265+00 TO STA.1274+43

GROUTED STONE AND SHEET PILE TRANSITION PLAN, PROFILE, SECTION AND DETAILS

STA. 1238+89.11 TO 1239+40 AND STA. 1238+40 TO STA. 1241+70.

TYPICAL SECTIONS AND DETAILS, STA. 1233+60 TO 1236+40, STA. 1239+40 TO 1238+89.11

BIKE WAY, CABLE FENCE AND SWALE PLAN AND PROFILE STA. 1238+89.11 TO STA. 1257+00

BIKE WAY, CABLE FENCE AND SWALE PLAN AND PROFILE STA. 1257+00 TO STA. 1274+43

EASEMENT (TCE) HORIZONTAL CONTROL DATUM

GROUTED STONE, SHEETPILE, R/W, TEMPORARY WORK AREA/TEMPORARY CONSTRUCTION

PVC DRAIN, SWALE PROFILE, SECTIONS AND DETAILS

WEEPHOLE PLAN, SECTION AND DETAILS AND BIKEWAY STRIPING PLAN

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L -1

-B -0

N

1240+00

1233+60 1233+60

1234+00

1235+00

1236+00

1239+00

1239+00

GS PI1

GS POB

NORTHING EASTINGPI

POB

PIPI P.I. STA. EASTING BEARING

SP POE

GROUTED STONE (GS) AND SHEET PILE (SP) HORIZONTAL CONTROL DATA

GS POB 626479.30 1546984.85

NORTHING

1234+60.71 626576.43 1547008.60

626791.951236+99.17

627130.87

627103.19

626881.33

1547319.67

1547292.34

1547205.13

1547154.67

1547110.35

1548955.27

626301.34 1549776.46

626372.99 1549706.70

627306.32 1547560.04

627337.08 1547655.13

627365.02 1547750.25

627386.38 1547846.97

627399.22 1547945.23

1548616.18

1548047.57627396.48

627287.18

627392.65 1548147.39

1548785.58

1548245.54627377.75

627354.82 1548342.61

6272325.81 1548437.69

1548529.40

627237.92

627183.78 1548700.22

627131.51

627078.75 1548870.53

626443.94 1549636.23

1549566.47626443.94

626587.251265+96.31

1549426.96626658.90

1549354.48626727.53

626795.21 1549280.92

1549202.58626856.68

626916.42 1549122.38

1549040.27626973.17

1238+98.85

1240+60.09

1240+98.98

1244+99.90

1245+99.04

1246+98.09

1247+97.18

1248+99.57

1249+99.46

1250+98.74

1251+98.48

1253+97.40

1255+97.15

1254+97.18

1256+97.24

1257+97.25

1258+97.12

1259+97.14

1260+96.96

1261+96.96

1262+96.54

1263+96.49

1264+96.31

1266+96.31

1267+96.31

1268+96.32

1269+96.32

1270+96.41

1549496.72

627025.90

1271+96.41

1272+96.41

1273+96.41

626230.49 1549847.16

626160.66 1549918.75

626091.56 1549991.04

626022.46 1550063.32

1233+60.00

1242+00.00

1252+97.88

627197.68

1547474.10

1547392.55

1243+00.00 627255.78

F

(1 .3

A

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K P

IL

E A

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T A

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IN

G

(481.45')

N 57°19'08"W

(4 .6

S °2

'3

"W

(1 .0

N °2 '2

"E

.4

S °5

'2

W

.7

S °1

'0

W

.3

S °1

'0

W

.4

S °1

'0

W

SP-19

SP-30

GS-1

GS-2

GS-3

GS-4

GS-5

GS-6

GS-7

GS PI2

GS PI3

GS PI4

GS PI6

GS PI7

GS PI10

SP PI11

SP PI13 SP PI14

SP PI15

PROTECTION

24" GROUTED STONE

BEGIN PHASE 5A

STA. 1233+60

OCFCD R/W

SP PI16

SP PI17

SP-10

N 627000 E

E

SP-11

SP-12

SP-13

SP-14

SP-15

SP-16

SP-17

SP-18

B E

G

IN

S

H E E T P

IL

S

H E E T P

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E (S

P

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E (G

S ) T

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IN

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R O

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D

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A . 1

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(G S ) P

R O

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C T

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T O

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S T

A . 1

PI8

GS/SP

1241+70.00 627178.75 1547371.90GS/SP

GS/SP-8

1547508.331243+40.00 627275.91GS/SP

1243+99.97

END TRANSITION ZONE FROM GROUTED STONE TO SHEETPILE

TCE-1

E

E

N 627500 N 627500

N 625500

201315

POINT

SURVEY

201319

POINT

SURVEY

201320

POINT

SURVEY

201321

POINT

SURVEY

201322

POINT

SURVEY

B

A

C

D

E

B

C

D

POINT NORTHING EASTING

A

B

C

D

E

F

POINT NORTHING EASTING

A

B

C

D

1550362.99

E

625592.99

625687.09

625532.51

625364.65

625283.14 1550472.46

1550595.72

1550487.15

1550248.56

CONTROL LINE

SHEETPILE

TCE-2

TCE-4

TCE-5

TCE-7

TCE-9

TCE-10

627277.26

627335.02

627290.18 1547629.05

1547754.53

1548059.14

1548343.60

1548476.54

627327.33

627368.18

E

SP POE

627181.52

627108.49

627140.20

627037.53

POE

TCE-11

TCE-12

TCE-13

TCE-14

TCE-15

1547519.33

1547468.71

1547600.45

1547405.87

31550070.95625963.43

626850.29 1549159.99

TCE-17

626558.06 1547127.08

626451.68 1547108.61

A

TCE-16

626717.02 1547208.03

626873.16 1547287.15

TCE-3

627233.48 1548562.28

TCE-6

1548198.09627360.36

TCE-8

627364.17 1547910.02

R/W

OCFCD

OC PARKS

OC PARKS

OC PARKS

PROPERTY LINE

GS PI5

PI9

GS/SP

BEGIN TRANSITION ZONE FROM GROUTED STONE TO SHEETPILE

L

CONTROL LINE

SHEETPILE

L

B A

N K P

R O

T E

C T

IO

N

S H

E E T P

IL

E

E N

D P

H A S E

A

S T

A .0

(TWA/TCE)

OCFCD R/W

(TWA/TCE)

OCFCD R/W

PI 1

TWA/TCE

TWA/TCE PI 2

TWA/TCE PI 3

TWA/TCE PI 4

PI 5

TCE

TWA/

PI 6

TCE

TWA/

PI 7

TCE

TWA/

PI 8

TCE

TWA/

PI 10

TCE

TWA/

PI 11

TCE

TWA/

PI 12

TCE

TWA/

PI 13

TCE

TWA/

(1 .4 A

C R

E S

S T

O C

K P

IL

E A

R E

A

S T

A G

IN

G

C O

N T

R A

C T

PI 14

TCE

TWA/

PI 16

TCE

TWA/

SEE NOTE 1

C LA PALMA AVE.

SEE NOTE 1

C LA PALMA AVE.

(TWA/TCE)

OCFCD R/W

(TWA/TCE)

OCFCD R/W

(TWA/TCE)

OCFCD R/W

SEE NOTE 1

C LA PALMA AVE.

CONTROL LINE

GROUTED STONE

L

1235+99.24 626702.44 1547065.86

1237+98.93

626967.57

GS/SP-9

SP-20

SP-21

SP-22

SP-23

SP-24

SP-25

SP-26

SP-27

SP-28

SP-29

SP-31

SP-32

SP-33

SP-34

SP-35

SP-36

SP-37

SP-38

SP-39

SP-40

HORIZONTAL CONTROL DATA

TEMPORARY CONSTRUCTION EASEMENT (TCE)

TEMPORARY WORK AREA (TWA)/

POE

TCE

TWA/

P.O.B.

TCE

TWA/

PI 9

TCE

TWA/

PI 17

TCE

TWA/

626479.30 1546984.85

627108.49

627037.53

1547468.71

1547405.87

626717.02 1547208.03

626873.16 1547287.15

627042.11 1547581.20

626656.58 1547306.36

HORIZONTAL CONTROL DATA

CONTRACTOR (KTR) STAGING AREA 1

HORIZONTAL CONTROL DATA

CONTRACTOR (KTR) STAGING AREA 2

(TWA/TCE)

OCFCD R/W

1274+43.00 625989.56 1550096.31

N13°44'24"E

N24°26'24"E

N26°25'48"E

N26°22'39"E

N30°19'59"E

N32°44'35"E

N44°37'59"E

N41°59'02"E

N41°59'02"E

N57°28'15"E

N57°28'15"E

N62°07'37"E

N72°04'32"E

N73°37'56"E

N77°32'44"E

N82°33'25"E

N84°57'31"E

S87°48'07"E

S81°22'01"E

S76°42'28"E

S73°02'08"E

S67°09'33"E

S60°25'06"E

S57°12'34"E

S58°31'04"E

S58°09'27"E

S58°02'48"E

S58°11'20"E

S55°20'58"E

S53°19'14"E

S51°52'36"E

S47°23'08"E

S45°04'48"E

S46°17'17"E

S46°17'17"E

S45°42'55"E

S44°56'34"E

S44°13'52"E

S44°48'15"E

S44°13'52"E

S44°13'52"E

S44°13'52"E

S46°33'51"E

N °1

'0

"E

(7

.0

(4 .8

5'

S5 8° '5

8" W

(667' +/-)

N88°27'26"E

(971' +

N 57°19'02"W

(1 .5

N °4 '2

"W

(1 .7

N °0 '5

"W

(8 .0

N °2

'3

"E

S °3

'5

W

.0

D °1 '1

A .6

R ,3

.0

B

L O

T

L O T

L O T

L O T

A

U N

K

23655

U N

K

23600 23865

U N

K

22485

22475

22465

22425

22415

22405

23650

OCFCD

OC PARKS

OCFCD

OCFCD

OCFCD

OCFCD

MERCADO DEL RIO

N

1240+00

1233+60

1234+00

1235+00

1236+00

1239+00

1239+00

PROTECTION

24" GROUTED STONE

BEGIN PHASE 5A

STA. 1233+60

N 627000 E

E

E

E

N 627500 N 627500

N 625500

201315

POINT

SURVEY

201319

POINT

SURVEY

201321

POINT

SURVEY

201322

POINT

SURVEY

1235+00

1236+00

1237+00

1238+00

C

A

B

D

E

SP PI12

SP PI18

SP PI19

SP PI20

SP PI21

SP PI22

SP PI23

SP PI25

SP PI26

SP PI27

SP PI28

SP PI29

SP PI30

SP PI31

SP PI32

SP PI33

SP PI34

SP PI35

SP PI36

SP PI37

SP PI38

SP PI39

SP PI41

SP PI24

D .P

R .V T .C

R .K

0 150

HORIZ.SCALE: 1''= 150'

300FT 150

T-05

AS SHOWN

A n b p T

H D -0

.d g n

(CALIFORNIA CIVIL CODE SECTION 831)

CENTERLINE PER "OPERATION OF LAW UPON CONVEYANCE "

1. OCFCD OWNS FEE TITLE UP TO LA PLAMA AVENUE

NOTES:

R/W

OC PARKS

PI 15

TCE

TWA/

E A

S E

M E

N T

T C

E

H O

R

IZ

O N

T A

L C

O N

T R

O L D

A T

U M

T E

M P

O R

A Y W

O R

K A

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A /T

E M

P O

R A

R Y C

O N

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T O

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IL

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/W

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/3

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T E

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V A

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N

P

VC

O U T

P

VC

O U T

4" S

TE

EL-

O U T

3 3

D E

N

V

G E T

A T I

O N

SANTA ANA RIVER TRAIL 350

ASPH

N 627,000

H V 0_ __

E 1,549,000

E 1,549,500

0 50

SCALE: 1''= 50'

100FT 50

AS SHOWNAS SHOWN

R .V T .C

C-03

SANTA ANA RIVER

FLOW

0 50

HORIZ.SCALE: 1''= 50'

100FT 50

0 10

VERT.SCALE: 1''= 10'

20FT 10

N

S T

A .0

T

O S

T A .0

S H

E E

T P

IL

E P

L A

N A

N D P

R O

F

IL

E

S T

A .0

M

A T

C H L

IN

E S

E E S

H E

C -0

S T

A . 1

.0

M

A T

C H L

IN

E S

E E S

H E

E T C

-0

PLAN

PROFILE

A n b p

C F

C -0

.d g n

CONSTRUCTION NOTES

NOTES

RIPRAP (APPROX)

TOP OF EXISTING

3. PROTECT IN-PLACE EXISTING POWER POLES/LINES.

2 2

PROTECT IN-PLACE

GAS LINE

EXIST. 8"

GROUND

EXISTING

APPROX.

EXISTING PVC DRAINS SHALL BE REMOVED.

SEE NOTE 3

SEE NOTE 3

SEE NOTE 3

INVERT EL.334.04+

STA.1262+65.71

84" RCP W/FLAPGATE

SEE NOTE 1.

SHEET PILE

TOE OF ZONE 2

CABLE FENCE

TOP OF

CONTROL LINE

SHEET PILE / BIKE WAY

ELE 349.18

ELE 301.68

ELE 350.57

ELE 303.07

SEE SHEET T-05

(TWA/TCE)

OCFCD R/W

SEE SHEET T-05

(TWA/TCE)

OCFCD R/W

PROJECT DESIGN FLOOD

APPROX. SCOUR LINE

PILE CAP

TOP OF SHEET

BACKFILL SLOPE

COMPACTED

APPROX. TOE OF

EXISTING BIKE WAY SHALL BE REMOVED AND RECONSTRUCTED PER SHEET C-08 AND C-09.

SAFETY CABLE FENCE SHALL BE CONSTRUCTED PER SHEET M-03

EXISTING WOODEN FENCE INCLUDING CONCRETE FOOTING SHALL BE REMOVED. A NEW

S=0.0042 S=-0.00257

2.9'

SLOPE

TOP OF

CONTROL LINE

SHEET PILE / BIKE WAY PROTECT IN-PLACE

GAS LINE

EXIST. 8"

BACKFILL SLOPE

COMPACTED

APPROX. TOE OF

SLOPE

TOP OF

(TWA/TCE)

OCFCD R/W

STA.1262+65.71

84" RCP

(TWA/TCE)

OCFCD R/W

S T

A .1

.4

E L

.1

S T

A . 1

.4

E L

.8

S T

A . 1

.6

E L

.4

E L .3

.5

P

V I, S

T A .1

.5

E L .3

.4

P

V I, S

T A .1

.3

TRANSITION TRANSITION TRANSITION

R .K

R .V

D .P

1. ZONE 2 SHEET PILE HEIGHT IS 47.5 FT INCLUDING CONC. PILE CAP.

ELE 298.63

ELE 304.35

ZONE 2AELE 301.00

SHEET PILE

ZONE 2

END TOE OF

ELE 297.00

SHEET PILE

ZONE 2A

BEGIN TOE OF

1A. ZONE 2A SHEET PILE HEIGHT IS 51.5 FT INCLUDING CONC. PILE CAP.

SEE NOTE 1A.

SHEET PILE

TOE OF ZONE 2A

ELE 298.96

SHEET PILE

ZONE 2A

END TOE OF

ELE 303.46

SHEET PILE

ZONE 2

BEGIN TOE OF

NOTE 1.

SEE

A

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A

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P V C

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4 3

D E

N

V

G E T

A T I

O N

340340

350 350

ASPH

E 1,549,500 N 626,500 E 1,550,000

0 50

SCALE: 1''= 50'

100FT 50

PLAN

SANTA ANA RIVER

FLOW

AS SHOWN

C-04

S H

E E

T

C .D

G N

S T

A .0

T

O S

T A .0

P L

A N A

N D P

R O

F

IL

E

0 50

HORIZ.SCALE: 1''= 50'

100FT 50

PROFILE

0 10

VERT.SCALE: 1''= 10'

20FT 10

N

E L . 3

.3

P

V I, S

T A . 1

.0

S T

A . 1

.0

M

A T

C H L

IN

E S

E E S

H E

E T C

-0

CONSTRUCTION NOTES

NOTES

RIPRAP (APPROX)

EXISTING TOP OF

2. PROTECT EXISTING BUILDINIG

3. PROTECT EXISTING POWER POLES/LINES

RIPRAP (APPROX.)

TOE OF EXIST.

2 2

SEE NOTE 3

SEE NOTE 3

GROUND

EXIST.

APPROX.

PROTECT IN PLACE

EXIST. 8" GAS LINE

INVERT EL. 342.00

36" RCP STA.1269+83.70

E N

D O

F C

O N

S T

R U

C T

IO

N

S

T A

EL. 298.96

STA.1274+43

SHEET PILE

END TOE OF ZONE 3A

EL. 354.46

STA.1274+43

END SHEET PILE

EXISTING PVC DRAINS SHALL BE REMOVED.

SEE NOTE 3

BEGIN ZONE 3 SHEET PILE

END ZONE 2 SHEET PILE

STA. 1267+00.00, EL. 350.86

END ZONE 2 SHEET PILE

STA. 1267+00.00, EL. 303.36

BEGIN ZONE 3 SHEET PILE

STA. 1267+00.00, EL. 297.36

STA.1274+43

END CABLE FENCE

CABLE FENCE

TOP OF

CONTROL LINE

BIKE WAY

SHHET PILE/

TOE OF ZONE 3 SHEET PILE_

ELE 350.57

ELE 303.07

PROJECT DESIGN FLOOD

SCOUR LINE

APPROX.

EXISTING BIKE WAY SHALL BE REMOVED AND RECONSTRUCTED PER SHEET C-08 AND C-09

PILE CAP

TOP OF SHEET

SHEET T-05

(TWA / TCE)

OCFCD R/W

BACKFILL SLOPE

COMPACTED

APPROX. TOE OF

SHEET SD-06

STA.1269+83.70

36" RCP

SAFETY CABLE FENCE SHALL BE CONSTRUCTED PER SHEET M-03

EXISTING WOODEN FENCE INCLUDING CONCRETE FOOTING SHALL BE REMOVED. A NEW

LEGEND

BORE HOLE LOCATION SEE GEOTECHNICAL SHEETS

S= 0.0013 S= 0.01

1. ZONE 3 SHEET PILE HEIGHT IS 53.5 FT INCLUDING SHEET PILE CAP.

2.9'

SLOPE

TOP OF

SHEET T-05

(TWA / TCE)

OCFCD R/W

(TWA / TCE)

OCFCD R/W

STA.1269+83.70

36" RCP

(TWA / TCE)

OCFCD R/W

SHEET PILE, EL 298.79

END TOE OF ZONE 3

SHEET PILE, EL 295.89

BEGIN TOE OF ZONE 3A

SEE NOTE 1A

ZONE 3A

A

A ZONE 3A SHEET PILE HEIGHT IS 55.5 FT INCLUDING SHEET PILE CAP.

A

1A.

R .V

R .V T .C

R .K

/2

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/3

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A C

H -P

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A A

N A R

IV

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E M

S P

E C

N O

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L -1

-B -0

TRANSITION

40'

1.5H:1V

2H:1V TO

TRANSITION

40'

BANK PROTECTION

TOE OF GROUTED STONE

2. FINISHED SURFACE SHALL BE SMOOTH.

CONTROL LINE

GROUTED STONE

PROTECT-IN-PLACE

EXISTING BUILDING

C1

C2

C3

NORTHING EASTING

CURVE DATA

1+13.50

1+62.88

2+12.13

626,823.00 1,547,165.78

STATION

RAMP P.I.

R L

1 47'41.21" o

300' 9.40' 4.70'

626,870.20 1,547,180.30 6 27'10.63" o

200' 22.53'11.27'

200'626,915.37 1,547,200.00 4 18'18.13" o

15.03' 7.52'

CL

AREA

AROUND

TURN

AREA

LANDING

RAMP

EXCAVATION

TOE OF

S T

A .1

.2

RAMP TOE

E 1,547,113.44

N 626,721.12

F.G. EL.327+

F.G. EL.327.0+

E 1,547,151.25

N 626,750.23

E 1,547,131.52

N 626,757.21

F.G. EL.327.0+

NOTES:

ASPHALT CONCRETE SURFACE.

1. FINISHED TURN-AROUND SURFACE SHALL MATCH FINISHED

DRAIN AWAY FROM GROUTES STONE TOE AT 2%.

2. FINISHED GRADE OF TOE BACKFILL SHALL BE SLOPED TO

T

A

B

C

D

NORTHING EASTING

1,547,230.24626,998.30

1,547,252.33627,032.10

1,547,203.60626,956.87

1,547,213.84

E

1,547,187.11626,967.29

AND VERTICAL CONTROL DATA

TURN-AROUND HORIZONTAL

ELEV.

FINISHED

345.58

345.84

345.45

345.03

345.41

F

G

627,008.85

626,987.48

626,946.05

1,547,247.06

1,547,220.42 344.63

345.05

PROFILE

P I

P E

E

D

STONE

24" GROUTED

GEOGRID

STONE OVER

GROUTED

CONTROL LINE

ACCESS RAMP

H :1

V T

R A

N S

IT

IO

N

GEOGRID REQUIREMENTS

ELEVATION

0+00

0+00

0+00

0+00

1+00

1+40

2+20

2+20

3+207

LENGTH (FT)

EMBEDMENT

MINIMUM

STATION

END

STATION

BEGIN

3+20

3+20

3+20

3+20

3+20

3+20

3+20

1236+38.84

1236+38.84

1236+38.84

1236+38.84

RAMPBANK

1237+38.34

1237+78.34

1238+58.34

1238+58.34

1239+60

1239+60

1239+60

1239+60

1239+60

1239+60

1239+60

1239+60

BANK RAMP

TURN-AROUND

H :1

V

F

A

B

P .O .B . S

T A .0

.0

R A

M P

B A

N K S

T A .1

.8

G

N

S T

A .1

S T

A .1

S T

A .1

S T

A .1

E 1 ,54

7,1

,8

E 1 ,54

7,3

ACCESS GATE

LINE

CONTROL

BIKE PATH

N

,9

0 R

A M

P S

T A . 3

.0

E N

D T

R A

N S

IT

IO

N

S T

A .1

.1

.5

H :1

V

C1 C2

C3

R A

M P S

T A . 2

.0

T O G

R O

U T E

D S

T O

N E T

O E

B E

G

IN

T

R A

N S

IT

IO

N R

A M

P

TO RAMP TOE STA. 0+00.00

FROM GROUTED STONE TOE

BEGIN TRANSITION

(SEE SHEET M-01)

B A

N K S

T A . 1

.2

P .O .E . S

T A . 3

.0

R

A M

P

T O .5

H :1

V

.5

H :1

V

BEGIN RAMP STA. 0+40.00

GROUTED STONE TOE.

END TRANSITION OF

E 1,547,110.12

N 626,711.74

F.G. EL.327+

F.G. EL.327+

E 1,547,129.02

N 626,715.63

F.G. EL.326.50+

E 1,547,162.00

N 626,693.40

F.G. EL.326.50+

E 1,547,178.67

N 626,740.54

H :1

V

7 E 1,547,229.19

N 626,998.98

370370

E L E

V A

T

IO

N

E L E

V A

T

IO

N

GROUND

EXISTING

APPROX.

AREA

LANDING

TOE

RAMP

RAMP

TOP OF ACCESS

S=0.0818

HORIZONTAL: 020 20 40FT

SCALE: 1"= 20'

020 20 40FT

SCALE: 1"= 20'

10VERTICAL:

AROUND

TURN

TOP OF

E L E

V . 3

.8

S

T A

.0

G

R A

D E B

R E

A K

E L . 3

.9

S

T A .2

.2

G

R A

D E B

R E

A K

STA 3+00.00, EL 310.00

END RAMP TOE

EL. 310.00

TO GEOGRID RAMP

FROM GROUTED STONE

BEGIN TRANSITION

A P

P R

O X . E

L .9

S

U R

F A

C E E

L E

V A

T

IO

N M

A T

C H F

IN

A L G

R A

D

IN

G P .O .B . S

T A .0

.0

A P

P R

O X . E

L

.5

S

U R

F A

C E E

L E

V A

T

IO

N G

R O

U T

E D S

T O

N E

M A

T C

H F

IN

IS

H E

D P .O .E . S

T A .3

.0

C

DAYLIGHT

EXCAVATION

AS SHOWN

C-06

AS SHOWN

R .K

R .V T .C

A C

C E

S S R

A M

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STONE

GROUTED

BURIED

TRANSITION

40'

TO RAMP TOE STA. 0+00.00

FROM GROUTED STONE TOE

BEGIN TRANSITION

.5

H :1

V

.5

H :1

V

PLAN

1,5 47, E

N

H :1

V

H :1

V

.5

H :1

V

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V

A

R e v

A

REINFORCEMENT

OVER GEOGRID

OF GROUTED STONE

VISIBLE TOE

F.G.EL 327+/-

WIDTH RAMP STA.0+40.00

STONE TOE. BEGIN 20-FT

END TRANSITION OF GROUTED

A

1.5H:1V

2H:1V TO

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Plot Date:

U .S

A R

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-B -0

RAMP TOE DOWN

0 20 40 60 80 100 120 140-20-40-60-80-100

1237+00

0 20 40 60 80 100 120 140-20-40-60-80-100

1237+50

0 20 40 60 80 100 120 140-20-40-60-80-100

1238+00

0 20 40 60 80 100 120 140-20-40-60-80-100

1236+80

0 20 40 60 80 100 120 140-20-40-60-80-100

0 20 40 60 80 100 120 140-20-40-60-80-100

1239+00

208.13'

1238+50

1.5

1.5

1.5

1.5

1.5

1.5

GEOGRID REQUIREMENTS

ELEVATION

0+00

0+00

0+00

0+00

1+00

1+40

2+20

2+20

3+207

0 20 40 60 80 100 120-20

OCFCD R/W (PROPERTY LINE)

209.32'

1.5

RAMP

TYPICAL CROSS SECTION

TWA/TCE

TWA/TCE

TWA/TCE

TWA/TCE

TWA/TCE

TWA/TCE

WALL

BLOCK

EXISTING

WALL

BLOCK

EXISTING

LENGTH (FT)

EMBEDMENT

MINIMUM

STATION

END

STATION

BEGIN

3+20

3+20

3+20

3+20

3+20

3+20

3+20

1236+38.84

1236+38.84

1236+38.84

1236+38.84

RAMPBANK

AT ELEV. 311

EMBEDMENT LENGTH

AT ELEV. 315

EMBEDMENT LENGTH

AT ELEV. 319

EMBEDMENT LENGTH

AT ELEV. 323

EMBEDMENT LENGTH AT ELEV. 327

EMBEDMENT LENGTH

AT ELEV. 331

EMBEDMENT LENGTH

AT ELEV. 339

LENGTH

EMBEDMENT

AT ELEV. 335

LENGTH

EMBEDMENT

OVER 6" BEDDING

24" GROUTED STONE

AND GEOGRIDS

COMPACTED FILL

OCFCD R/W

RAMP CL

OCFCD R/W

SHEET C-06

SEE PROFILE

EL.

DETAILS, SHEET S-2

RAMP REINFORCING

RAMP CL

OVER 6" ABC

CEMENT CONCRETE

12" PORTLAND SHEET C-06

SEE PROFILE

EL.

SHEET C-06

SEE PROFILE

EL.

RAMP CL

GROUTED STONE CONTROL LINE

PROJECT R/W

13'

PROJECT R/W

GROUTED STONE CONTROL LINE

9'

250'

245'

PROJECT R/W

9'

OCFCD R/W

GROUTED STONE CONTROL LINE

260'

PROJECT R/W

9'

OCFCD R/W

GROUTED STONE CONTROL LINE

245'

RAMP CL

SHEET C-06

SEE PROFILE

EL.

PROJECT R/W

61'

CONTROL LINE

GROUTED STONE

OCFCD R/W

SHEET C-06

SEE PROFILE

EL.

SLOPE

EXCAVATION

PROJECT R/W

52'

CONTROL LINE

GROUTED STONE

OCFCD R/W

SLOPE

EXCAVATION

SHEET C-06

SEE PROFILE

EL.

1237+38.34

1237+78.34

1238+58.34

1238+58.34

1239+60

1239+60

1239+60

1239+60

1239+60

1239+60

1239+60

1239+60

BANK RAMP

20.29'

20.24'

20.23'

20.54'

20.14'

24.5'

0 20 40 60 80 100 120-20-40-60-80-100

1.5

TWA/TCE

PROJECT R/W

52'

CONTROL LINE

GROUTED STONE

OCFCD R/W

SLOPE

EXCAVATION

1239+60

LAY REMAINDER OF GEOGRID ON BENCHED SLOPE.

1. IF GEOGRID EMBEDMENT IS LONGER THAN HORIZONTAL DISTANCE TO BACKCUT,

NOTE:

EL.310

EL.310

EL.310 EL.310

EL.310

EL.310 EL.310

(TYP.)

1.5

(TYP.)

8.18'

20'

(TYP.)

SLOPE

CUT

BENCH

(TYP.)

SKEWED

RAMP

64.01'

64.59'

41.66'

34.43'

67.49'

61.19'

52.71'

NOTE 1)

(SEE

52.76'

171.04'

128.11'

13.74'

66.05'

AS SHOWN

C-11

AS SHOWN

R .K

R .V T .C

A C

C E

S S R

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R O

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SCALE: 1" = 30'

R .V

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A n p b

C F

C -1

19.54'

A A

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MATERIAL

OVER 6" BEDDING

24" GROUTED RIPRAP

1'

LINE

SCOUR

THALWEG

RIVER

PRESENT

DAYLIGHT

EXC.

MATERIAL

OVER 6" BEDDING

24" GROUTED RIPRAP

MATERIAL

OVER 6" BEDDING

24" GROUTED RIPRAP

1'

LINE

SCOUR

THALWEG

RIVER

PRESENT

DAYLIGHT

EXC.

MATERIAL

OVER 6" BEDDING

24" GROUTED RIPRAP

RIPRAP

SALVAGED

4.25'

5.5'

SEE PROFILE

ELEVATION

0 20 40 60 80 100 120 140150-20-40-60-80-100

1233+60

0 20 40 60 80 100 120 140150-20-40-60-80-100

1234+00

0 20 40 60 80 100 120 140150-20-40-60-80-100

1235+00

0 20 40 60 80 100 120 140150-20-40-60-80-100

1236+00

0 20 40 60 80 100 120 140150-20-40-60-80-100

1239+00

0 20 40 60 80 100 120 140150-20-40-60-80-100

1240+00

0 20 40 60 80 100 120 140150-20-40-60-80-100

5.5'

SEE PROFILE

ELEVATION

OF BIKE WAY

FINISHED TOP

OCFCD

R/W

1241+00

OCFCD

R/W

OCFCD

R/W

OCFCD

R/W

OCFCD

R/W

OCFCD R/W

TWA/TCE

AS SHOWN

S T

A T

O S

T A

C R

O S

S S

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IO

N S

R V

R V /T

C

D P

1.5

BACKFLL

EXC. AND

THALWEG

RIVER

PRESENT

NOTES:

CONTROL LINE

GROUTED STONE

CS-03

9' TO 45'

VARIES

RIPRAP

SALVAGED

4.25'

SEE PROFILE

ELEV.

SEE PROFILE

ELEV.

SEE NOTE 3

1.5

BACKFLL

EXC. AND

THALWEG

RIVER

PRESENT

CONTROL LINE

24" GROUTED STONE

SEE PROFILE

ELEVATION

CONTROL LINE

GROUTED STONE

9' TO 45'

VARIES

14'

RIPRAP

SALVAGED

4.25'

SEE PROFILE

ELEV.

SEE PROFILE

ELEV.

SEE NOTE 3

OCFCD

R/W

OCFCD

R/W

OCFCD

R/W

OCFCD

R/W

OCFCD

R/W

OCFCD

R/W

WALL

BLOCK

EXIST.

OCFCD

R/W

GEOGRIDS RAMP

FILL AND

COMPACTED

2. THE O&M ROAD, RIDING/HIKING TRAIL AND BIKEWAY ARE NOT SHOWN ON THE CROSS SECTIONS.

LOOSE AND POROUS SOILS.

EXISTING SLOPE SHALL BE UNDERTAKEN PRIOR TO FILL PLACEMENT TO REMOVE ALL

3. WHERE FILLS ARE PLACED ON EXISTING SLOPES STEEPER THAN 5H:1V, BENCHING INTO THE

1. CROSS SECTIONS ARE DRAWN LOOKING UPSTREAM, IN THE DIRECTION OF ADVANCING STATION.

AND STA. 1241+00 TO STA. 1243+00

4. SEE SHEETS CS-01 AND C-05 FOR TYPICAL CROSS SECTIONS AT STA. 1237+00 TO STA. 1238+00

A /2

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1.5

1.5

SAFETY PAYS

VALUE ENGINEERING PAYS

D E

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D B

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D R

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C H

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CONTROL LINE

GROUTED STONE

0 40 40 80FT

SCALE: 1''= 40'

D E

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AS SHOWN

N .P

A T

E L

N .P

A T

E L

S-4

A N

D T

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IC

A L D

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A n b p S -0

S -0

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G N

1254+00 TO 1267+00

66.8

66.8

66.8

10 - #6, CONT.

17°

L A

P

C

1241+70 TO 1254+00 50.0

1267+00 TO 1274+43

C

J .G

U H

R .N

G O

ZONE

LOAD (KIP/FT)

ANCHOR DESIGN

LENGTH (FT)

UNBONDED

MODULUS(IN^3/FT)

"Sx" SECTION

STATION RANGE

LENGTH, L (FT)

TOTAL PILE

22.44

46.5 17.36

52.5 19.72

SHEET PILE AND ANCHOR SCHEDULE

DEPTH (FT)

ANCHOR

66.8

66.8

66.8

2150.0

LOAD (KIP/FT)

ANCHOR DESIGN

LENGTH (FT)

UNBONDED

MODULUS(IN^3/FT)

"Sx" SECTION

LENGTH, L (FT)

TOTAL PILE

52.5 33.70 18

DEPTH (FT)

ANCHOR

(SD)

SIDE DRAIN

STATION

1253+92.69

1269+83.70

17.5

SHEET PILE AND ANCHOR SCHEDULE AT SIDE DRAINS

38.29

CONTROL LINE

SHEET PILE

2'-6"

CLR

3"

BEARING PLATE

THROUGH SHEET PILE

BURN 2" DIA. HOLES

#4 @ 12

SHEET PILE

TOP OF

FOR ANCHORS

WORKING POINT

ANCHOR

SHEET PILE

S-4S-4

TYPICAL SECTION DETAIL

N.T.S.

1" - HSS 2x2x2

2-C SHAPE

BACK TO BACK

WEDGE PLATE

BY CONTRACTOR

WELD DESIGN

SHEET PILE

TIP OF

FOR ANCHOR CORROSION PROTECTION.

SEE SPECIFICATION SECTION 31 68 13 4.

CLARITY. SEE SHEET M-01.

SAFETY RAIL/FENCE NOT SHOWN FOR 3.

ANCHOR, NUT, AND THREADS.

PROVIDE WEATHER COVER TO PROTECT 2.

SPECIFIED.

ANCHOR DESIGN AND CONNECTIONS AS

CONTRACTOR IS RESPONSIBLE FOR ALL 1.

NOTES:SHEET PILE

TYPICAL SHEET PILE SECTION

STATIONS 1241+70 TO 1274+43

N.T.S.

STATIONS 1241+70 TO 1274+43

N.T.S.

TYPICAL SHEET PILE SECTION

AT SIDE DRAIN

TOP OF PILE CAP

1262+65.65

A N

C H

O R D

E P

T H

2150.5 35.39

17°

VARIES75'-0"

FENCE

SAFETY RAIL/

GRADE

TEMPORARY

R /W

R /W

17°ANCHOR

VARIES

15' TO 25'

ROAD

OF LA PALMA

CENTERLINE

A N

C H

O R

D E

P T

H

PILE FACE)

LINE (ALONG SHEET

SHEET PILE CONTROL

TOP OF PILE CAP

EXISTING RCP

AND DETAILS

SIDE DRAIN DIMENSIONS

SEE SHEET S-2 FOR

B

S-4S-5

17°17°

A N

C H

O R

D E

P T

H

RCP

NEW

RIP RAP

2FT THICK

TOP OF PILE CAP

PILE FACE)

LINE (ALONG SHEET

SHEET PILE CONTROL

GRADE

FINISHED

ANCHOR LE

NGTH

UNBONDED

ANCHOR L

ENGTH

LE

NGTHBONDED

LE

NGTH

UNBONDED

ANCHOR L

ENGTH

LE

NGTHBONDED

ANCHOR DESIGN LOADS ARE PER LINEAR FOOT OF WALL.4.

INTERSECT THE CONCRETE COLLAR OR THE EXISTING PIPE.

THE CONTRACTOR SHALL VERIFY THAT THE ANCHOR WILL NOT 3.

ONE PILE WIDTH BEYOND THE SIDE DRAIN PIPE EXTENSION.

THE ADJUSTED ANCHOR DESIGN LOADS SHALL ONLY APPLY TO 2.

AND CS-04 TO CS-07.

ALL ELEVATIONS SHALL BE TAKEN FROM SHEETS C-01 TO C-04 1.

NOTES:

ANCHOR DESIGN LOADS ARE PER LINEAR FOOT OF WALL.2.

1262+65.65, AND 1269+83.70, SEE SIDE DRAIN TABLE HEREON.

FOR SHEET PILE PENETRATIONS AT STATIONS 1253+92.69, 2.

AND CS-04 TO CS-07.

ALL ELEVATIONS SHALL BE TAKEN FROM SHEETS C-01 TO C-04 1.

NOTES:

66.8

66.8

21 8

50.5

54.5

19.09

20.69

1260+73.53 TO 1264+16.68

1271+33.05 TO 1274+43

2A

3A

A

A

J .G

INTERMEDIATE ZONES

A

A

END.

AND 3, RESPECTIVELY. RESUME WHEN THE INTERMEDIATE ZONES

INTERMEDIATE ZONES 2A AND 3A ARE LOCATED WITHIN ZONES 2 4.

Z O

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DAVISXSEC, 5AnbpCF4C-11_ReA_Am2.dgn, Model Space

DAVISXSEC, 5AnbpCF4C-11_ReA_Am2.dgn, Model Space