Plans_Vol_1_W912PL-15-B-0010.pdf

PDF 39 MB Posted Aug 4, 2015

Attached to: Santa Ana River Mainstem, Lower Santa Ana River Channel, Reach 9-Phase 5A North Bank Protection, Orange County, California
Solicitation number: W912PL-15-B-0010
Issued by: Department of the Army Corps of Engineers Engineering District Los Angeles

About this file

From the source

Plans - Volume 1. General Civil Miscellaneous Structural Landsacape Irrigation.

View the file

Other files

File	Type	Posted
BidAbstract_W912PL-15-B-0010.pdf	PDF	Sep 9, 2015
Am4_W912PL-15-B-0010.pdf	PDF	Sep 4, 2015
Am03_W912PL-15-B-0010.pdf	PDF	Sep 1, 2015
2015-07-20_LSAR_Phase_5A_DDR_Geotech_Appdx_552_pages.pdf	PDF	Aug 31, 2015
Geotech_Appdx_LSAR_Reach9_Phase_5A_Oct2014.pdf	PDF	Aug 28, 2015
As-Builts_4sheets_Precise_Grading_and_Improvement_Plan_City_of_Yorba_Linda.pdf	PDF	Aug 28, 2015
Am2_Plans_W912PL-15-B-0010.pdf	PDF	Aug 20, 2015
Am2_Spec_W912PL-15-B-0010.pdf	PDF	Aug 20, 2015
Site_Visit_sign-in_sheet_13Aug2015.pdf	PDF	Aug 13, 2015
Am01_W912PL-15-B-0010.pdf	PDF	Aug 11, 2015
Plans_Vol_2_Geotechnical_W912PL-15-B-0010.pdf	PDF	Aug 4, 2015
Spec_W912PL-15-B-0010.pdf	PDF	Aug 4, 2015

Show all 12

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

SAFETY PAYS

VALUE ENGINEERING PAYS

D E

N E

D B

D R

A W

N B

C H

E C

K E

D B

A P

P R

O V

A L

D A

T E

S Y

M B

O L

D E

S C

N S

R E

N S

T R

T F

E N

S U

B M

T E

D B

C H

D E

N B

R A

N C

E N

A M

12345678

7/27/2015

Scale:

SHEET

Plot Date:

U .S

A R

M Y E

N G

E E

R D

T R

L O

S A

N G

E L E

C O

R P

S O

F E

N G

E E

R S

A R

T H

U R Y J U

N G P

O R

A N

G E C

O U

N T

C A

O R

N O

R T

H B

A N

K P

R O

T E

C T

L O

W E

R S

A N

T A A

N A R

R C

H A

N N

E L

R E

A C

H -P

H A

S E

S A

N T

A A

N A R

R M

S T

E M

S P

E C

N O

W P

L -1

-B -0

Corrugated Metal Pipe

Clearance

B.V.C.

CONT.

CLR.

C.L.F.

C.J.

Adj.

BM Benchmark

B.C.

Bk.

Ahd. Ahead

Alt. Alternate

DIAG.

DIA.

Dbl.

CY Cubic Yards

Expansion JointEXP. JT.

Existing

E.V.C.

Elevation

E.C.

Ea.

D/S

Manhole

Reinforcing

Maximum

M.H.

V.P.I.

REINF.

MAX.

U/S

RightRt.

R.C.P.

Reinforced Concrete BoxR.C.B.

OH Overhead Line

No.

MinimumMIN.

Ret. Retaining

R/W

S.F. Square Foot

Vert.

IAN MACINNES (714) 666-5715

A.C.

Symm.

PACIFIC TELEPHONE AND TELEGRAPH (PTT)

SOUTHERN CALIFORNIA GAS COMPANY (SCG)

G.L. Grade Line

T Tangent

Top of Footing

Top of Wall

MFR Manufacturer

A.D.G Automatic Drainage Gate

EL/ELV.

Top And BottomT&B

Point of Intersection

P.T.

CHAN. Channel

Point of Tangency

P.C.

P.C.C.

DG. Decomposed Granite

F.G. Finished Grade

Flow LineF.L./FL.

PVI

POB

POE Point of Ending

ABBREVIATIONS

Side Drain

STD Standard

MiscellaneousMisc.

MUTCD

CMP P.I.P.

Protect in Place

PERM Permanent

TEMP. Temporary

EX.

C.L Control Line

USACE

of Engineers United States Army Corps

Soil CementSC

SARI Santa Ana River Interceptor

TOB Top of Bank

Finish Surface

FWY Freeway

O.C.F.C.D.

Control District Orange County Flood

Beaches, and Parks Orange County Harbors, RIGHT-OF-WAY

C CENTERLINE

POWER POLE

MANHOLE

S EXISTING SEWER LINE

EXISTING WATER LINE

EXISTING ELECTRICAL LINE

EXISTING GAS LINE

GENERAL LEGEND

RIGHT-OF-WAY

EG. Existing Grade

OD.

O.C. On Center

Outside Diameter

PL. Plate

SAR

RD. Road

CYN Canyon

Asphalt Concrete

Adjust

Begin Horizontal Curve

Back

Begin Vertical Curve

Construction Joint

Chain Link Fence

Continuous

Double

Diameter

Diagonal

Downstream

Each

End Horizontal Curve

End Vertical Curve

Number

Point of Curvature

Portland Cement Concrete

Point of Beginning

Point of Vertical Intersection

Radius

Reinforced Concrete Pipe

Right-of-Way

Symmetrical

Upstream

Vertical

Vertical Point of Intersection

TypicalTYP.

TWA Temporary Work Area

GENERAL NOTES

Traffic Control Devices Manual on Uniform

Santa Ana River

LANCE NATSUHARA

UNDERGROUND SERVICE ALERT (USA)

ORANGE COUNTY FLOOD CONTROL DISTRICT

DISPOSAL SITE: ORANGE COUNTY

TCE

CONTROL LINE

FENCE

PORTABLE STEEL BARRICADE

SOUND WALL

TRAFFIC DIRECTION

Horiz.

Int.

Jt. Joint

Lt.

Lbs.

L.O.L. Layout Line

HT.

INVERTINV.

ID. Inside Diameter

Height

Horizontal

Intersection

Length

Pounds

Left

G.S. Grouted Stone

R .V T .C

T-03

R .K

D .P

AS SHOWN

A n b p

G N

L -0

.d g n

RICHARD SCHOOLEY (714) 567-6278

(714) 647-3954

CARLOS FLORES (909) 335-7851

KIM GURILE (714) 796-9932

TIME WARNER CABLE MILES COZETTE/JOHN MANARO (909) 975-3396

AT&T ROSEMARY HAMILL (925) 977-2413

(800) 442-4133

ORANGE COUNTY WATER DISTRICT DAVID YOUNGBLOOD (714) 378-3200

MAINTAIN A MINIMUM CLEARANCE OF 10 FEET FROM ALL POWER LINES .

UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION EQUIPMENT SHALL 10.

THE FIELD.

DIMENSIONS SHOWN ON EXISTING STRUCTURES SHALL BE VERIFIED IN 12.

(714) 692-8114

(714) 692-8394

(714) 692-1007

UTILITY AND PUBLIC CONTACTS

OF THE BANK PROTECTION.

ALL STATIONS ARE ON AND NORMAL TO CONTROL LINE OR LAYOUT LINE 11.

FANATICS (SPORT MEMORABILIA STORE)

ECONO AND LUBE (AUTOMOTIVE REPAIR SHOP)

RIVER BEND HAND CAR WASH (CAR WASH)

SOUTHERN CALIFORNIA EDISON (SCE)

PRIVATE BUSINESS

PVC Polyvunyl Chloride

A.B.C Aggregate Base Course

CDFW

of Fish and Wildlife California Department O.C.H.B.P.

Temporary Construction Easement

G1 THROUGH G57.

HYDROGRAPHS ARE INCLUDED IN THE CONTRACT DRAWINGS SHEETS

THE BORING LOGS, CPT SOUNDING, AND GROUND WATER 9.

RESTRICTIONS. SEE SPECIFICATION SECTION FOR MORE INFORMATION.

CLEARING AND GRUBBING WINDOW IS SUBJECT TO ENVIRONMENTAL 8.

CONSTRUCTION.

ENCOUNTERED WITHIN THE LIMITS OF THE PROJECT AT THE TIME OF

DOCUMENTS IS REPRESENTATIVE OF THE CONDITIONS TO BE

ASSURE THE INFORMATION PROVIDED IN THE CONSTRUCTION

INVESTIGATIONS AND TESTING, AT THEIR SOLE EXPENSE, IN ORDER TO

ANY INFORMATION PROVIDED WITH ADDITIONAL SUBSURFACE

SHALL BE THE CONTRACTOR'S SOLE RESPONSIBILITY TO SUPPLEMENT

INVESTIGATION AS BEING REPRESENTATIVE OF THE ENTIRE SITE. IT

PRESENTED AS PART OF THE GEOTECHNICAL OR SUBSURFACE

CONCLUSIONS REACHED, RECOMMENDATIONS MADE OR TEST RESULTS

USACE NOR THE ENGINEER WARRANTS OR GUARANTEES THE

CONTAINED IN THE CONTRACT DOCUMENTS. FURTHER, NEITHER THE

USED OR THE CONCLUSIONS REACHED IN UTILIZING THE INFORMATION

RESPONSIBILITY FOR THE MANNER IN WHICH THIS INFORMATION MAY BE

ACTUAL LOCATION OF THE TEST SPECIMEN(S) AND ASSUMES NO

INVESTIGATIONS AS BEING REPRESENTATIVE OF THE SITE, BEYOND THE

THE RESULTS OF ANY GEOTECHNICAL OR SUBSURFACE

NEITHER THE USACE NOR THE ENGINEER WARRANTS NOR GUARANTEES 7.

E G

E N

D S

Y M

B O

L S

U T

Y C

O N

T A

C T

G E

N E

R A

L N

O T

E S

A B

B R

E V

N S

LINE IS BASED ON POTHOLE DATA.

PRIOR TO CONSTRUCTION. THE LOCATION OF THE GAS

SERVICE AND POTHOLING AS NECESSARY TO CONFIRM ALL UTILITIES

AND LOCATION OF ALL UTILITIES INCLUDING USE OF UTILITY LOCATING

THE CONTRACTOR TO PROTECT IN PLACE AND VERIFY THE EXISTENCE

NOT SHOWN ON THIS PLAN SET. IT SHALL BE THE RESPONSIBILITY OF

APPROXIMATE. THERE MAY BE ADDITIONAL UNDERGROUND UTILITIES

UTILITIES, BUT THESE LOCATIONS SHALL BE CONSIDERED

OWNER. THE BEST EFFORT HAS BEEN MADE TO DEPICT THESE

SHOWN ARE BASED ON AS-BUILT INFORMATION PROVIDED BY THE

ABOVE-GROUND SURVEY. THE EXISTING UNDERGROUND UTILITIES

THESE CONTRACT DRAWINGS HAVE BEEN PREPARED BASED ON AN 6.

FACILITIES AT NO ADDITIONAL COST TO THE USACE.

CONTRACTOR'S CONSTRUCTION ACTIVITIES TO STORM DRAIN

CONTRACTOR SHALL REPAIR ANY DAMAGE CAUSED BY THE

THE CONTRACT DRAWINGS, UNLESS OTHERWISE NOTED. THE

WELL AS PROTECT ALL EXISTING STORM DRAIN FACILITIES, SHOWN ON

VISIBLE FEATURES. CONTRACTOR SHALL FIELD VERIFY AND MODIFY AS

STRUCTURES ARE BASED ON AVAILABLE INFORMATION AND SURVEY OF

LOCATIONS OF EXISTING STORM DRAIN CULVERTS AND INLET/OUTLET 5.

MARK LOCATIONS OF EXISTING FACILITIES.

CONSTRUCTION WORK TO ALLOW UTILITY OPERATORS TO CHECK AND

DIG ALERT AT 1-800-227-2600 AT LEAST 48 HOURS IN ADVANCE OF ANY

AND GOVERNMENT AGENCIES PRIOR TO EXCAVATION WORK AND CALL

THE CONTRACTOR SHALL NOTIFY, IN WRITING, ALL UTILITY COMPANIES 4.

OTHERWISE NOTED.

SANTA ANA RIVER REACH 9 - PHASE 5A CONTRACTOR UNLESS

THE DESIGNATION, 'CONTRACTOR', ON THE PLANS SHALL REFER TO THE 3.

SHALL BE CLEARLY MARKED AND SUBMITTED TO THE USACE.

BY THE USACE PRIOR TO CONSTRUCTION, AND ANY AS-BUILT CHANGES

ALL REVISIONS TO THESE CONTRACT DRAWINGS SHALL BE APPROVED 2.

WRITTEN APPROVAL OF THE CONTRACTING OFFICER.

CHANGES TO THE CONTRACT DRAWINGS ARE ALLOWED WITHOUT

ADJUSTMENTS SHALL BE INCLUDED AS PART OF THE WORK. NO

REQUIRED TO SUIT JOB SITE DIMENSIONS OR CONDITIONS, AND SUCH

THE FINAL RESULT OF DESIGN. MINOR MODIFICATIONS MAY BE

DETAILS SHOWN ON CONTRACT DRAWINGS ARE INTENDED TO SHOW 1.

CPT Cone Penetration Test

D E

N E

D B

D R

A W

N B

C H

E C

K E

D B

A P

P R

O V

A L

D A

T E

S Y

M B

O L

D E

S C

N S

R E

N S

T R

T F

E N

S U

B M

T E

D B

C H

D E

N B

R A

N C

E N

A M

12345678

7/27/2015

Scale:

SHEET

Plot Date:

U .S

A R

M Y E

N G

E E

R D

T R

L O

S A

N G

E L E

C O

R P

S O

F E

N G

E E

R S

A R

T H

U R Y J U

N G P

O R

A N

G E C

O U

N T

C A

O R

N O

R T

H B

A N

K P

R O

T E

C T

L O

W E

R S

A N

T A A

N A R

R C

H A

N N

E L

R E

A C

H -P

H A

S E

S A

N T

A A

N A R

R M

S T

E M

S P

E C

N O

W P

L -1

-B -0

1-3

200601

298.03

TANKT

DIRT

ASPH

PIPE

CONC

RIPRAP

CONC

ASPH

CONC

O R

A N

G E

O U

N T

287.4

O R

A N

C O

U N T

R I

V E

R S I

U N T

RIVERSIDE COUNTY

BNSF/AMTRAK/METROLINK RR

CORONA

ANAHEIM

SANTA

ANA

VER

SANTA ANA R

IVER

CHINO

AIRPORT

CORONA MUNICIPAL

AIRPORT

CHINO HILLS STATE PARK

WEIR CANYON

REGIONAL PARK

S R

H I

V A

L L

E Y

W Y

2ND ST

R I

SR-91 RIVERSIDE FWY

PRADO

DAM

n b p T

G S -0

.d g n

R .V

T .C

R .K

C O

N T

R O

L P

T S

G R

O U

N D S

U R

V E

AS SHOWN

T-04

SAN

BERNARDI

COUNTY

SAN BERNARDINO COUNTY

VERSI

COUNTY

AREA

PROJECT

FORMULA: PROJECT DATUM EL. +2.285 FT = NAVD 88 EL.

NAVD 88, IT IS NECESSARY TO ADD 2.285 FT TO THE EXISTING NGVD 29 ELEVATIONS.

PROJECT DATUM (NGVD 29) AND THE NAVD 88 IS 2.285 FT. IF PROJECT ELEVATIONS NEED TO BE CONVERTED TO

FOR NGS BENCHMARK K 1305 IS 561.055 sFT AND 558.770 sFT, RESPECTIVELY. THE DIFFERENCE BETWEEN THE

USED TO ESTABLISH NAVD 88 ELEVATIONS FOR THIS PROJECT. THE NAVD 88 ELEVATION AND NGVD 29 ELEVATION

VERTICAL DATUM (NAVD) OF 1988. NATIONAL GEODETIC SURVEY (NGS) BENCHMARK K 1305 (PID DX3499) WAS

BE REFERENCED TO THE NATIONAL SPATIAL REFERENCE SYSTEM (NSRS) WHICH IN THIS CASE IS NORTH AMERICAN

ALTHOUGH THIS PROJECT IS BEING BUILT USING NGVD 29 ELEVATIONS, THE USACE REQUIRES THAT ALL PROJECTS

1.FOR BANK PROTECTION AND BIKEWAY CONTROL DATA, SEE SHEET T05.

TOPOGRAPHIC SURVEY IS BASED ON THE AERIAL SURVEY, DATED MAY 29, 2013.

U.S. SURVEY FEET.

NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD 29)

NORTH AMERICAN DATUM OF 1927 (NAD 27) CALIFORNIA LAMBERT ZONE 6

BASIC OF BEARING:

623962.37

624985.88

626629.24

627873.04

626823.63

625218.68

624383.71

623078.08

624457.79

625982.48

622075.87

625820.59

625563.17

626748.33

624052.50

623613.22

625409.45

619930.05

622074.14

624902.80

622706.35

624323.58

628105.00

622928.67

625487.48

200603

201301

201302

201303

201304

201305

201306

201307

201308

201309

201310

201311

201312

201313

201314

201315

201316

201317

201318

201319

201320

201321

201322

201323

201324

1562693.64

1543626.15

1543996.00

1553791.22

1549229.99

1549770.51

1556464.80

21558748.64

1565991.65

1565776.00

1551977.22

1549466.19

1547044.17

1552282.53

1552879.69

1550673.50

1559054.48

1558853.24

1561179.82

1550796.13

1549291.52

1546637.86

1546367.58

1563535.22

1563647.70

445.60

446.74

324.05

391.03

345.04

571.40

389.80

394.29

422.10

409.87

477.48

404.16

399.09

504.64

355.49

362.46

392.10

387.21

389.54

353.63

364.54

512.72

335.79

409.44

629.41

POINT NORTH EAST ELEV

====== ========= ========== =======SHOWN ON THE TOPOGRAPIC MAP OF THE

THE LOCATION OF ALL UNDERGROUND UTILITIES

PROJECT AREA PREPARED AND SUBMITTED BY

JOHNSON-FRANK AND ASSOCIATES, INC. UNDER

SEPARATE USACE CONTRACT W91238-11-D-0011 IS

APPROXIMATE AND IS BASED ON FIELD LOCATION OF

VISIBLE STRUCTURES SUCH AS MANHOLES, CATCH BASINS.

POSTS WITH WARNING SIGNS OF UNDERGROUND GAS LINES,

WATER LINES, ELECTRICAL LINES AND AND TELEPHONE LINES.

INTERMEDIATE CONTOUR DEPRESSION

PHOTO CONTROL POINT

DIRT ROAD

INDEX CONTOUR DEPRESSION

ASPHALT ROAD

INDEX CONTOUR

INTERMEDIATE CONTOUR

CROSSWALK

LANE STRIPING

ROAD PAINTED LINE

CURB LINE CONCRETE

HORIZONTAL VERTICAL

CONTROL POINT

MAP BOUNDARY

CONCRETE ROAD

SIDEWALK/WALKWAY

TRAIL

DRIVEWAY

CONCRETE PAVEMENT

ASPHALT PAVEMENT

RAILROAD TRACK

APRON OUTLINE

RUNWAY/TAXIWAY OUTLINE

SPOT ELEVATION

CANAL TOP

CANAL BOTTOM

BRIDGE/OVERHEAD WALKWAY

FENCE

WALL

CONCRETE OUTLINE

BUILDING

SIGN / BILLBOARD

UNDEFINED OBJECT

RETAINING WALL

BRUSHLINE

TREELINE

UNDEFINED AREA

TREE

CONCRETE FOUNDATION

RIPRAP

STEEL STRUCTURE

STORAGE TANK

SMOKE STACK

GUARDRAIL

ASPHALT/CONCRETE DITCH

MEDIAN BARRIER

PUBLIC SWIMMING POOL

ELECTRICAL VAULT

ELECTRICAL TRANSFORMER PAD

UTILITY POLE

POLE

PIPE, PIPEWAY

MANHOLE COVER

HEADWALL

FIRE HYDRANT

DRAIN / FLOW LINE

GUY WIRE & ANCHOR/POLE

LIGHT POLE

LIGHT POLE WITH ARM

LP W / DBL. ARM UNDEF.

TRANSMISSION TOWER

CEMETERY OUTLINE

GOLF FEATURE OUTLINE

COASTAL/LAKE DOCK

PARK OUTLINE

RAIL CROSSING SIGNAL

RAIL OVERHEAD SIGNAL

TRAFFIC SIGNAL

WATER MANHOLE

STORM DRAIN MANHOLE

SANITARY MANHOLE

ELECTRIC CONTROL BOX

UTILITY BOX

VALVE

OBSERVATION MONITORING WELL

(SCALE: APPROX 1"=5,000')

ONTARIO

CHINO

LOS

SERRANOS

NORCO

SEE GENERAL NOTE 6 ON SHEET T-03.

REFERENCE NOTES:

SURVEY NOTES:LEGEND

LOCAL VICINITY MAP

UTILITY NOTE SURVEY CONTROL POINTS

S A

B E R

N A R

D I

N O

O U

N T

DESCRIPTION OF CONTROL POINTS WILL BE MADE AVAILABLE FOR CONSTRUCTION.

PRIMARY SURVEY CONTROL POINTS ARE LOCATED NEAR THE PRADO DAM AREA AND NOT SHOWN ON THIS SHEET.

D E

N E

D B

D R

A W

N B

C H

E C

K E

D B

A P

P R

O V

A L

D A

T E

S Y

M B

O L

D E

S C

N S

R E

N S

T R

T F

E N

S U

B M

T E

D B

C H

D E

N B

R A

N C

E N

A M

12345678

7/27/2015

Scale:

SHEET

Plot Date:

U .S

A R

M Y E

N G

E E

R D

T R

L O

S A

N G

E L E

C O

R P

S O

F E

N G

E E

R S

A R

T H

U R Y J U

N G P

O R

A N

G E C

O U

N T

C A

O R

N O

R T

H B

A N

K P

R O

T E

C T

L O

W E

R S

A N

T A A

N A R

R C

H A

N N

E L

R E

A C

H -P

H A

S E

S A

N T

A A

N A R

R M

S T

E M

S P

E C

N O

W P

L -1

-B -0

1240+00

1233+60 1233+60

1234+00

1235+00

1236+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

N26°22'39"E

N30°19'59"E

N32°44'35"E

N44°37'59"E

N41°59'02"E

N57°28'15"E

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

N62°07'37"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 1548955.27

S58°11'20"E

S55°20'58"E

S53°19'14"E

S51°52'36"E

S47°23'08"E

S46°33'51"E

S44°13'52"E

S44°48'15"E

S44°13'52"E

S44°56'34"E

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 N72°04'32"E

N73°37'56"E

N77°32'44"E

S44°13'52"E

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

S45°42'55"E 1271+96.41

S46°17'17"E 1272+96.41

S46°17'17"E 1273+96.41

1550099.60 S51°13'03"E

1274+42.96

626230.49 1549847.16

626160.66 1549918.75

626091.56 1549991.04

626022.46 1550063.32

625993.30

1233+60.00

1242+00.00

1252+97.88

627197.68

1547474.10

1547392.55

1243+00.00 627255.78

(1 .3

C R

E S

S T

O C

K P

E A

R E

C O

N T

R A

C T

O R S

T A

(481.45')

N 57°19'08"W

(4 .6

S °2

(1 .0

N °2 '2

S °5

S °1

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

N13°44'24"E

N26°25'48"E

N 627000 E

SP-11

SP-12

SP-13

SP-14

SP-15

SP-16

SP-17

SP-18

B E

H E E T P

E (S

S T

O N

E (G

S ) T

R A

N S

R O

U T

A . 1

(G S ) P

R O

T E

C T

E N

D G

R O

U T

E D S

T O

N E

S T

A . 1

PI8

GS/SP

1241+70.00 627178.75 1547371.90GS/SP

GS/SP-8

N41°59'02"E

1547508.331243+40.00 627275.91GS/SP

N57°28'15"E

1243+99.97

END TRANSITION ZONE FROM GROUTED STONE TO SHEETPILE

TCE-1

N 627500 N 627500

N 625500

201315

POINT

SURVEY

201319

POINT

SURVEY

201320

POINT

SURVEY

201321

POINT

SURVEY

201322

POINT

SURVEY

POINT NORTHING EASTING

1550362.99

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

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

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

PROPERTY LINE

N24°26'24"E

GS PI5

PI9

GS/SP

BEGIN TRANSITION ZONE FROM GROUTED STONE TO SHEETPILE

CONTROL LINE

SHEETPILE

B A

N K P

R O

T E

C T

S H

E E T P

E N

D P

H A S E

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

E A

R E

S T

A 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

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

N °1

(4 .8

S5 8° '5

8" W

(667' +/-)

N88°27'26"E

(971' +

N 57°19'02"W

(1 .5

N °4 '2

(1 .7

N °0 '5

(8 .0

N °2

S °3

D °1 '1

A .6

R ,3

L O

L O T

U N

23655

U N

23600 23865

U N

22485

22475

22465

22425

22415

22405

23650

OCFCD

OC PARKS

OCFCD

MERCADO DEL RIO

1240+00

1233+60

1234+00

1235+00

1236+00

1239+00

PROTECTION

24" GROUTED STONE

BEGIN PHASE 5A

STA. 1233+60

N 627000 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

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

H O

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

R E

A /T

E M

P O

R A

R Y C

O N

S T

R U

C T

G R

O U

T E

D S

T O

N E

S H

E E

T P

D E

N E

D B

D R

A W

N B

C H

E C

K E

D B

A P

P R

O V

A L

D A

T E

S Y

M B

O L

D E

S C

N S

R E

N S

T R

T F

E N

S U

B M

T E

D B

C H

D E

N B

R A

N C

E N

A M

12345678

7/27/2015

Scale:

SHEET

Plot Date:

U .S

A R

M Y E

N G

E E

R D

T R

L O

S A

N G

E L E

C O

R P

S O

F E

N G

E E

R S

A R

T H

U R Y J U

N G P

O R

A N

G E C

O U

N T

C A

O R

N O

R T

H B

A N

K P

R O

T E

C T

L O

W E

R S

A N

T A A

N A R

R C

H A

N N

E L

R E

A C

H -P

H A

S E

S A

N T

A A

N A R

R M

S T

E M

S P

E C

N O

W P

L -1

-B -0

1233+60

1234+00

1235+

1236+00

1237+00

1238+

1239+

1240+

2H:1V

1.5H:1V

AS SHOWN

0 150

HORIZ.SCALE: 1''= 150'

300FT 150

N.T.S.

SHEET C-06

ACCESS RAMP

SHEET C-07

CONNECTION PLAN AND DETAILS

PHASE 1 AND PHASE 5A

SHEET M-02

DOUBLE DRIVE GATE

SHEET M-01

RAMP GATE

GENERAL PLAN, SHEET LAYOUT AND KEY MAP

P H

SHEET C-02

EET C-03

S H

E E T C -0

NOTES:

FLOW

A n b p

G K

M -0

.d g n

A N

D K

E Y M

E E

T L

A Y

O U

G E

N E

R A

L P

L A

T-06

SHEET C-05

TRANSITION,

- SHEET PILE

GROUTED STONE

SHEET SD-02

STA. 1241+51.94

27" RCP

SHEET SD-06

STA. 1269+83.70

36" RCP

SHEET T-05

CONTROL LINE

GROUTED STONE

SHEET T-03

CONTACT INFO.

BUILDINGS PUBLIC

PRIVATE OWNED

SHEET T-05

SHEET PILE CONTROL LINE

SHEET SD-01

STA. 1234+68.35

60" RCP

SHEET SD-03

STA. 1243+57.03

48" RCP

SHEET SD-04

STA. 1253+92.69

60" RCP

SHEET SD-05

STA. 1262+65.71

84" RCP

S H

E E T C -0

O P

STA. 1233+60

STA

. 1239+40

SHEET T-05. SEE NOTE 4

STOKCPILE AREA 2

CONTRACTOR STAGING/

SHEET T-05. SEE NOTE 4

STOKCPILE AREA 1

CONTRACTOR STAGING/

D .P

T .C

R .K

2 ESA.

REQUIRED TO PERFORM A FOLLOW- UP PHASE 1 ESA AND ANY SUBSEQUENT INVESTIGATIONS SUCH AS A PHASE

THE CONTRACTOR BE ALLOWED TO OCCUPY THE SITE FOR EMERGENCY PURPOSES, THE CONTRACTOR WILL BE

AND PERFORM A PHASE 1 ENVIRONMENTAL SITE ASSESSMENT (ESA) PURSUANT TO ASTM E1527-13. SHOULD

OF CONSTRUCTION, THE CONTRACTOR SHALL BE REQUIRED TO OBTAIN AN OCFCD ENCROACHMENT PERMIT

THE RIVER BANK THAT CAN BE USED FOR STAGING IN EVENT OF A FLOOD EVACUATION. PRIOR TO THE START

HWY (90), ABOUT 2.5 MILES WEST FROM THE PROJECT SITE. THIS 3-ACRE STAGING AREA IS LOCATED ON

4. AN ALTERNATE CONTRACTOR STAGING AREA IS LOCATED APPROXIMATELY 0.5 MILE EAST OF IMPERIAL

TO EXCAVATION.

THE PLAN, SECTIONS AND DETAILS OF THE TEMPORARY ACCESS RAMP FOR REVIEW AND APPROVAL PRIOR

BE DESIGNED AND CONSTRUCTED BY THE CONTRACTOR. THE CONTRACTOR IS REQUIRED TO PROVIDE

3. A TEMPORARY ACCESS RAMP NEAR THE PROJECT UPSTREAM END IS NOT SHOWN ON THE PLAN. IT SHALL

2. LANDSCAPING IS NOT SHOWN. SEE SHEETS L-01 THRU. L-06 FOR LANDSCAPE PLAN.

ARE NOT SHOWN.

1. PVC DRAIN LOCATIONS, SURVEY MONUMENTS, STATION MARKERS AND TEMPORARY BIKE WAY DETOUR

SHEET T-05

OCFCD R/W

SHEET T-05

TWA/TCE

SHEET T-05

OCFCD R/W SHEETS C-08 & C-09

BIKEWAY

SHEET T-05

OCFCD R/W

SHEETS C-08 & C-09

BIKEWAY

SHEET M-03

CABLE FENCE

SHEET T-05

TWA/TCE

OCFCD R/W

SHEET M-03

CABLE FENCE

SHEET M-05

TEMPORARY SOUND WALL

SHEET C-01

INCLINOMETER

TEMPORARY

D E

N E

D B

D R

A W

N B

C H

E C

K E

D B

A P

P R

O V

A L

D A

T E

S Y

M B

O L

D E

S C

N S

R E

N S

T R

T F

E N

S U

B M

T E

D B

C H

D E

N B

R A

N C

E N

A M

12345678

7/29/2015

Scale:

SHEET

Plot Date:

U .S

A R

M Y E

N G

E E

R D

T R

L O

S A

N G

E L E

C O

R P

S O

F E

N G

E E

R S

A R

T H

U R Y J U

N G P

O R

A N

G E C

O U

N T

C A

O R

N O

R T

H B

A N

K P

R O

T E

C T

L O

W E

R S

A N

T A A

N A R

R C

H A

N N

E L

R E

A C

H -P

H A

S E

S A

N T

A A

N A R

R M

S T

E M

S P

E C

N O

W P

L -1

-B -0

SD1

SD2

SD3 SD4

SD5

SD6

BN1

STA.1234+68.48

STA.1241+51.81

STA.1243+57.08 STA.1254+01.29

STA.1262+76.11

STA.1269+93.99

60"RCP

27"RCP

48"RCP 60"RCP

84"RCP

36"RCP

No.61

DEPTH:4.61'

8"GAS

EL. 352.93

E.1549615.19 N. 626535.66

PH 6

DEPTH:4.29'

8"GAS

EL. 355.61

E.1549972.34 N. 626180.06

PH 7

DEPTH:4.67'

8"GAS

EL. 355.61

E.1549972.34 N. 626180.06

PH 8

DEPTH 4.25'

8"GAS

EL. 353.86

E.1550335.66 N. 625817.30

PH 9

DEPTH:4.59'

8"GAS

EL. 350.65

E.1549240.04 N. 626888.73

PH 5

DEPTH:4.55'

8"GAS

EL. 351.54

E.1548808.89 N. 627179.56

PH 4

DEPTH:4.81'

8"GAS

EL. 350.63

E.1548371.81 N. 627412.44

PH3

DEPTH:5.09'

8"GAS

EL. 352.45

E.1547820.65 N. 627442.36

PH 2

DEPTH:4.69'

8"GAS

EL. 350.19

E.1547342.94 N. 627221.44

PH 1

1233+60

1234+00

1235+

1236+00

1237+00

1238+

1239+

1240+

(1 .3

C R

E S

S T

O C

K P

E A

R E

C O

N T

R A

C T

O R S

T A

2H:1V

1.5H:1V

SCATTERED BRUSH

66"STEEL-OUT

8" OUT

30"STEEL-OUT

18"CMP-IN

18" OUT

18"CMP-IN

48" STEEL-OUT

18" OUT

66"STEEL-OUT

42"X54" CMP-IN

42"X54" CMP-OUT

8" PVC-OUT

84" STEEL-OUT

8" PVC-OUT

36" STEEL OUT

30" STEEL-OUT

12" CMP-INLET

12" OUT

309.6

310.0

310.1

310.2

310.3

310.5

310.6

310.7

311.6

312.1

312.6

312.9

313.7

314.0

314.1

314.2

314.4

314.5

314.6

314.8

314.9 314.9

314.9

315.1

315.3

315.4

315.5

315.8

315.9

316.1

316.3

316.5

316.7

317.4

317.6

317.7

317.8

317.9

318.0

318.1

318.9319.0

319.1 319.2

319.2

319.4

319.8

319.9

320.3

320.4

320.5

320.6

320.8

320.9 321.0

321.3

321.5

321.7

321.8

321.9

322.1

322.3

322.4

322.5

322.8

322.9

323.0

323.1

323.4

323.6

323.7

323.8

323.9

324.0

324.4

324.5

324.6

325.2

325.4

325.5

325.7

325.9

326.1

326.4

326.5

326.8

P I P E

P I

P E

PIPE

326.8

327.1

327.2

327.3

327.4

327.5

327.6

327.7

327.8

327.9

328.1

328.2

328.3

328.4

328.5

328.6

328.7

328.8

328.9

329.0

329.1

329.5

329.6

329.7

329.9

330.0

330.1

330.3

330.4

330.5

330.7

330.8

331.0

331.2

331.4

331.5

331.6

331.7

332.0

332.1

332.2

332.4

332.5

332.6

332.7

332.7 332.8

332.8

333.0

333.3

333.4

333.5

333.6

333.7

333.8

333.9

334.0

334.2

334.3

334.4

334.6

DENSE VEGETATION

D E

G E

T A

T I

O N

DENSE VEGETATION

334.7

334.8

335.0

335.1

335.4

335.5

335.6

335.8

335.9

336.1

336.3

336.4

336.5

336.6

336.7

336.8

336.9

337.0

337.1

337.4

337.5

337.7

DENSE VEGETATION

337.8

338.0

338.3

338.4

338.5

338.6

338.7

338.8

339.1

339.2

339.3

339.4

339.5

339.6

339.7

339.8

340.0

340.2

340.3

340.5 340.7

340.7

340.8

340.9

340.9 341.1

341.2

341.3

341.9

342.0

342.3

342.4

342.5

342.7

343.0

343.4

343.7

344.2

344.4

344.7

345.0

345.2

345.3

345.6

345.7

345.8

345.9

346.1

346.4

SSS

346.4

346.6

346.8

347.0

347.1

347.2

347.5

SCATTERED BRUSH

347.6

347.7

347.8

348.4

349.6

SANTA ANA RIVER TRAIL

SCATTERED BRUSH

350.3

350.4

350.5

A S P

351.2

351.3

351.4

351.5

351.6

352.0

352.3

352.4

A S P

353.63

HV-15

E 1,548,500

354.5

355.0

N 627,500

A S P

N 627,000

355.49

HV-20

E 1,549,000

355.7

E 1, 7, 356.2

E 1,548,000

356.7

357.4

N 627, E

359.4

359.9

360.7

362.46

HV-19

367.0

A S P

369.1

ASPH

A S P

399.09

HV-22

03-0005

03-0004

0200 200 400

SCALE: 1" = 200'

TO BE PROTECTED IN PLACE

EXISTING POWER POLES

TO BE PROTECTED IN PLACE

EXISTING POWER POLES

T07

L A

Y O

U T P

L A

G E

N E

R A

L U

LA PALMA AVENUE C

PROTECT IN PLACE

EXISTING 8" GAS LINE

UTILITY LAYOUT PLAN

NOTES:

LEGEND

OF ROADWAY SURFACE OF 8" GAS LINE AT POT HOLE LOCATION.

2. DEPTH SHOWN AT EACH POTHOLE IS MEASURED VERTICALLY FROM TOP

ELEVATION OF THE EXISTING ROADWAY (LA PALMA AVNUE).

1.ELEVATION INDICATES AT EACH POTHOLE (PH) IS THE SURFACE

PH= POTHOLE

SD= SIDE DRAIN

D E

N E

D B

D R

A W

N B

C H

E C

K E

D B

A P

P R

O V

A L

D A

T E

S Y

M B

O L

D E

S C

N S

R E

N S

T R

T F

E N

S U

B M

T E

D B

C H

D E

N B

R A

N C

E N

A M

12345678

7/31/2015

Scale:

SHEET

Plot Date:

U .S

A R

M Y E

N G

E E

R D

T R

L O

S A

N G

E L E

C O

R P

S O

F E

N G

E E

R S

A R

T H

U R Y J U

N G P

O R

A N

G E C

O U

N T

C A

O R

N O

R T

H B

A N

K P

R O

T E

C T

L O

W E

R S

A N

T A A

N A R

R C

H A

N N

E L

R E

A C

H -P

H A

S E

S A

N T

A A

N A R

R M

S T

E M

S P

E C

N O

W P

L -1

-B -0

S C

A T

T E

T E E L

O U

T E E L

M P

T E E L

0 1

P I

P E

D E

G E

T A

T I

O N

N 627,000

370370

E L E

V A

E L E

V A

290290

0 50

SCALE: 1''= 50'

100FT 50

0 50

HORIZ.SCALE: 1''= 50'

100FT 50

PLAN

PROFILE

0 10

VERT.SCALE: 1''= 10'

20FT 10

SANTA ANA RIVER

FLOW

C-01

AS SHOWN

D .P

R .V T .C

R .K

S T

A T

O S

T A .0

P L

A N A

N D P

R O

G R

O U

T E

D S

T O

N E A

N D S

H E

E T P

T A .0 M

A T C

H L

E S

E E S

H E E T

C -0

CONSTRUCTION NOTES

ACCESS RAMP4

N B

P C

C -0

G N

BANK EL 316.00

EXISTING TOE OF

PHASE 1

E L . 3

P V I S

T A .1

E L . 3

P V I S

T A . 1

9 S = 0.00115

S = 0.0141

STONE EL. 310.00

TOE OF GROUTED

BEGIN PHASE 5A

NOTES

4.5'

PHASE 5A

POB STA.1233+60.00

N 626,479.30

E 1,546,984.85

E 1,5

,50

STONE

GROUTED

TOP OF

B E

H E

E T P

T R

A N

N T

O S

H E

E T P

B E

R O

U T E

D S

T O

N E

S T

A .1

T R

A N S

E N

D G

R O

U T E

D S

T O

A .1 .0

SEE NOTE 1

STA. 1254+00.00

STA. 1241+70 TO

ZONE 1 SHEET PILE

SEE NOTE 2

NOTE 3

SEE

NOTE 3

SEE

RIPRAP (APPROX)

TOP OF EXIST.

2. PROTECT EXISTING BUILDINGS

NOTE 3

SEE

SIGN

STREET

PROTECT IN

PLACE

PHASE 1

C-07

PHASE 1. SEE SHEET

JOIN CONSTRUCTED

S = 0.005

S T

A T

SEE SHEET C10

PIPE @ 100' O.C.,

WEEP HOLE OUTLET

GROUTED STONE

END TOE OF

EL. 310.00

STA. 1243+40

H :1

STA. 1241+70

TOE EL. 294.98

SHEET PILE

BEGIN ZONE 1 STONE

GROUTED

TOE OF

GROUND

EXISTING

APPROX.

S T

A T

INVERT EL.334.02+

27" RCP STA.1241+51.94

OPTION

B E

H E

E T P

T O S

H E

E T P

S T

O N

E T

R A

N S

R O

U T

A . 1

S T

O N

E S

T R

A N

E N

D G

R O

U T

E D

S T

(GROUTED STONE)

TOP OF SKEWED SLOPE

S T

A . 1

EXISTING PVC DRAINS SHALL BE REMOVED.

INVERT EL.334.03 +

STA.1243+57.03

48" RCP W/FLAPGATE

INVERT EL.331.64+

STA.1234+68.35

60" RCP W/FLAPGATE

PIPE BEHIND GROUTED STONE

WEEP HOLE CONNECTION

CONTINUOUS GRAVEL &

3. PROTECT EXISTING POWER POLES/LINES

SEE NOTE 2

S T

A . 1

R E

C O

N S

T R

U C

R E

M O

V A

B E

E W

FENCE

BEGIN CABLE

STA 1238+89.11

1. ZONE 1 SHEET PILE HEIGHT IS 51 FT INCLUDING CONC. SHEET PILE CAP.

ELE 345.65

ELE 294.65

(TWA/TCE)

OCFCD R/W

FENCE

CABLE

TOP OF

PER SHEET C-08 AND C-09

EXISTING BIKEWAY AND STREET SIGNS SHALL BE REMOVED AND REPLACED

REMOVE AND CONSTRUCT ACCESS RAMP AND TURN-AROUND. SEE SHEET C-06.

GROUTED STONE

TOP OF

PROJECT DESIGN FLOOD

STONE

GROUTED

TOE OF

APPROX. SCOUR LINE

EL. 317.3

PIPE INVERT

(SEE SHEET C0-7)

TOP OF BANK

MATCH FINISHED PHASE 1

BEGIN GROUTED STONE

STA 1233+60.00

PILE CAP

TOP OF SHEET

EL. 345.98

STONE

GROUTED

TOE OF

EXCAVATION

TOE OF

DAYLIGHT

EXCAVATION

S L O

P E

S K E

EL. 322.2

PIPE INVERT

(APPROX.)

RIPRAP

TOE OF EXIST.

SHEET SD-01

STA.1234+68.35

60-IN RCP

LINE. SHEET T-05

STONE CONTROL

GROUTED

SHEET T-07

PROTECT IN PLACE

EXISTING 8" GAS LINE

LINE, SHEET T-05

BIKEWAY CONTROL

GROUTED STONE/

SHEET SD-02

STA.1241+51.94

27-IN.RCP

SHEET C-05

TRANSITION

170 '

SHEETS T-05, C-08 & C-09

CONTROL LINE

BIKE WAY

SHEETPILE/

SHEET SD-03

STA.1243+57.03

48-IN. RCP

SHEET T-05

TWA/TCE

5 INSTALL TEMPRORARY INCLINOMETERS PER SHEET M-04 AND THIS SHEET.

STATION NORTHING EASTING

1235+09.14 626617.63

A NEW CABLE FENCE SHALL BE CONSTRUCTED PER SHEET M-03

EXISTING WOODEN FENCE INCLUDING CONCRETE FOOTING SHALL BE REMOVED. CONTROL DATA

INCLINOMETER HORIZONTAL

1547034.50

1236+30.07 626726.34

626833.06

1547087.63

1547146.631237+50

S = - 0.00671

EL. 290

CASING TIP

INCLINOMETER

EL. 290

CASING TIP

INCLINOMETER

INCLINOMETERS

INCLINOMETER

SLOPE

TOP OF

2.9'

BACKFILL SLOPE

OF COMPACTED

APPROX. TOE

370370

E L E

V A

E L E

V A

290 290

SCATTERED BRUSH

8" OUT

66"STEEL-OUT

42"X5

4" CMP-IN

42"X5

4" CMP-OUT

P I

P E

PIPE

330.1

331.2

331.6

331.7

332.1 332.2

332.5

336.3 336.4

336.8

336.9

340.8

345.9

346.1

346.4

346.8 347.6

347.8

348.4

SANTA ANA RIVER TRAIL

E 1,548,500

N 627,500 E 1,548,0

N 6 27, SAFETY PAYS

VALUE ENGINEERING PAYS

D E

N E

D B

D R

A W

N B

C H

E C

K E

D B

A P

P R

O V

A L

D A

T E

S Y

M B

O L

D E

S C

N S

R E

N S

T R

T F

E N

S U

B M

T E

D B

C H

D E

N B

R A

N C

E N

A M

12345678

7/31/2015

Scale:

SHEET

Plot Date:

U .S

A R

M Y E

N G

E E

R D

T R

L O

S A

N G

E L E

C O

R P

S O

F E

N G

E E

R S

A R

T H

U R Y J U

N G P

O R

A N

G E C

O U

N T

C A

O R

N O

R T

H B

A N

K P

R O

T E

C T

L O

W E

R S

A N

T A A

N A R

R C

H A

N N

E L

R E

A C

H -P

H A

S E

S A

N T

A A

N A R

R M

S T

E M

S P

E C

N O

W P

L -1

-B -0

0 50

SCALE: 1''= 50'

100FT 50

AS SHOWN

C-02

D .P

R .K

R .V T

0 50

HORIZ.SCALE: 1''= 50'

100FT 50

0 10

VERT.SCALE: 1''= 10'

20FT 10

S T

A .0

O S

T A .0

S H

E E

T P

E P

L A

N A

N D P

R O

S T

A . 1

A T

C H L

E S

E E S

H E

E T C

-0

S T

A .0

A T

C H L

E S

E E S

H E

-0

SANTA ANA RIVER

FLOW

N B

P C

C -0

G N

PROFILE

PLAN

PROTECT IN PLACE

GAS LNE

EXISTING 8"

SHEET PILE

TOE OF ZONE 1

RIPRAP (APPROX)

TOE OF EXIST.

SHEET PILE, EL. 297.32

END TOE OF ZONE 1

BEGIN ZONE 2 SHEET PILE

END ZONE 1 SHEET PILE

STA. 1254+00.00, EL. 348.32

CONSTRUCTION NOTES

NOTES

3. PROTECT EXISTING POWER POLES/LINES.

INVERT EL.333.03

60" RCP STA.1253+92.69

GROUND

EXISTING

APPROX.

E 1,547, EXISTING BIKE WAY SHALL BE REMOVED AND RECONSTRUCTED.

EXISTING PVC DRAINS SHALL BE REMOVED.

SEE NOTE 4

SEE NOTE 3

CONTROL LINE

SHEETPILE/ BIKE WAY

CABLE FENCE SHALL BE CONSTRUCTED PER SHEET M-03

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

ELE 294.65

ELE 349.18

ELE 301.68

FENCE

CABLE

TOP OF

ELE 345.65

PROJECT DESIGN FLOOD

SCOUR LINE

APPROX.

TWA / TCE

PILE CAP

TOP OF SHEET

EL. 345.61

SEE NOTE 1

PILE, EL. 300.82

ZONE 2 SHEET

BEGIN TOE OF

SEE NOTE 3

TWA / TCE

BACKFILL SLOPE

OF COMPACTED

APPROX. TOE

4. PROTECT EXISTING STREET SIGNS.

S=-0.0001 S= 0.0054

RIPRAP (APPROX)

TOP OF EXIST.

SHEET T-05

OCFCD R/W(TWA / TCE)

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

2.9'

SLOPE

TOP OF

4. PROTECT EXISTING STREET SIGNS.

CONTROL LINE

SHEETPILE/ BIKE WAY

PROTECT IN PLACE

GAS LNE

EXISTING 8"

TWA / TCE

BACKFILL SLOPE

OF COMPACTED

APPROX. TOE

SLOPE

TOP OF

TWA / TCE

(TWA / TCE)

OCFCD R/W

SHEET SD-04

STA.1253+92.69

60-IN. RCP

STA.1253+92.69

60-IN. RCP

D E

N E

D B

D R

A W

N B

C H

E C

K E

D B

A P

P R

O V

A L

D A

T E

S Y

M B

O L

D E

S C

N S

R E

N S

T R

T F

E N

S U

B M

T E

D B

C H

D E

N B

R A

N C

E N

A M

12345678

7/30/2015

Scale: AS SHOWN

SHEET

Plot Date:

U .S

A R

M Y E

N G

E E

R D

T R

L O

S A

N G

E L E

C O

R P

S O

F E

N G

E E

R S

A R

T H

U R Y J U

N G P

O R

A N

G E C

O U

N T

C A

O R

N O

R T

H B

A N

K P

R O

T E

C T

L O

W E

R S

A N

T A A

N A R

R C

H A

N N

E L

R E

A C

H -P

H A

S E

S A

N T

A A

N A R

R M

S T

E M

S P

E C

N O

W P

L -1

-B -0

370370

E L E

V A

E L E

V A

290290

O U T

4" S

EL-

O U T

3 3

D E

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

R .V T .C

D P

C-03

SANTA ANA RIVER

FLOW

0 50

HORIZ.SCALE: 1''= 50'

100FT 50

0 10

VERT.SCALE: 1''= 10'

20FT 10

S T

A .0

O S

T A .0

S H

E E

T P

E P

L A

N A

N D P

R O

S T

A .0

A T

C H L

E S

E E S

H E

-0

S T

A . 1

A T

C H L

E S

E E S

H E

E T C

-0

E L .3

V I, S

T A .1

E L .3

V I, S

T A .1

PLAN

PROFILE

A n b p

C F

C -0

.d g n

CONSTRUCTION NOTES

NOTES

RIPRAP (APPROX)

TOP OF EXISTING

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

RIPRAP (APPROX)

TOE OF EXISTING

2 2

SHEET SD-05

STA.1262+65.71

84" RCP

PROTECT IN-PLACE

GAS LINE

EXIST. 8"

GROUND

EXISTING

APPROX.

EXISTING PVC DRAINS SHALL BE REMOVED.

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

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

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 S=0.0013

2.9'

SLOPE

TOP OF

D E

N E

D B

D R

A W

N B

C H

E C

K E

D B

A P

P R

O V

A L

D A

T E

S Y

M B

O L

D E

S C

N S

R E

N S

T R

T F

E N

S U

B M

T E

D B

C H

D E

N B

R A

N C

E N

A M

12345678

7/30/2015

Scale:

SHEET

Plot Date:

U .S

A R

M Y E

N G

E E

R D

T R

L O

S A

N G

E L E

C O

R P

S O

F E

N G

E E

R S

A R

T H

U R Y J U

N G P

O R

A N

G E C

O U

N T

C A

O R

N O

R T

H B

A N

K P

R O

T E

C T

L O

W E

R S

A N

T A A

N A R

R C

H A

N N

E L

R E

A C

H -P

H A

S E

S A

N T

A A

N A R

R M

S T

E M

S P

E C

N O

W P

L -1

-B -0

370370

E L E

V A

E L E

V A

300 300

P V C

S T E E L

U T

4 3

D E

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

R .V

R .V T .C

D .P

S H

E E

C .D

G N

S T

A .0

O S

T A .0

P L

A N A

N D P

R O

0 50

HORIZ.SCALE: 1''= 50'

100FT 50

PROFILE

0 10

VERT.SCALE: 1''= 10'

20FT 10

E L . 3

V I, S

T A . 1

S T

A . 1

A T

C H L

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

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

T A

EL. 298.93

STA.1274+43

SHEET PILE

END TOE OF ZONE 3

EL. 352.43

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= 0.003

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

2.9'

SHEET T-05

(TWA / TCE)

OCFCD R/W

SLOPE

TOP OF

D E

N E

D B

D R

A W

N B

C H

E C

K E

D B

A P

P R

O V

A L

D A

T E

S Y

M B

O L

D E

S C

N S

R E

N S

T R

T F

E N

S U

B M

T E

D B

C H

D E

N B

R A

N C

E N

A M

12345678

7/31/2015

Scale:

SHEET

Plot Date:

U .S

A R

M Y E

N G

E E

R D

T R

L O

S A

N G

E L E

C O

R P

S O

F E

N G

E E

R S

A R

T H

U R Y J U

N G P

O R

A N

G E C

O U

N T

C A

O R

N O

R T

H B

A N

K P

R O

T E

C T

L O

W E

R S

A N

T A A

N A R

R C

H A

N N

E L

R E

A C

H -P

H A

S E

S A

N T

A A

N A R

R M

S T

E M

S P

E C

N O

W P

L -1

-B -0

SCATTERED BRUSH

8" OUT

30"STEEL-OUT

18"CMP-IN

18" OUT

18"CMP-IN

48" STEEL-OUT

18" OUT

66"STEEL-OUT

42"X54" CMP-IN

42"X54" CMP-OUT

0 1

P I

P E

P I P E

PIPE

327.5

328.5

329.5

330.1330.5

331.2

331.6

331.7

332.1

332.2

332.5

332.6

336.4

336.8

336.9

340.8

345.9346.1 346.4

346.4

346.6

346.8

347.1

347.5

347.6

347.7

347.8

348.4

349.6

S A

R I

V E R

T R

A I L

350 E

N 627,500 E

1, 7, E 1,548,000

N 627,500

360360

1238+00 1239+00 1240+00 1241+00 1242+00 1243+00 1244+00 1245+00 1246+00 1247+00 1248+00

E L E

V A

E L E

V A

360360

1248+00 1249+00 1250+00 1251+00 1252+00 1253+00 1254+00 1255+00 1256+00 1257+00

E L E

V A

E L E

V A

M A T C

H L

E S

E E S

H E E T C -0

S T A

CONSTRUCTION NOTES

AS SHOWN

050 50 100

HORIZ. SCALE: 1" = 50'

0100 100 200

SCALE: 1" = 100'

05 5 10

VERT. SCALE: 1" = 5'

D P

A n b p

C F

C -0

.d g n

PROFILE

050 50 100

HORIZ. SCALE: 1" = 50'

PROFILE

PLAN

C-08

EXISTING GROUND

APPROXIMATE

1 2 /3

T .A

PILE CAP

SHEET

TOP OF

GROUND SURFACE

APPROX. EXISTING

E. 1,547,200.21 N. 626,959.16

STA 1238+89.11

P.O.B. BIKE WAY

CONTROL LINE)

(GROUTED STONE

BIKE WAY

CONTROL LINE)

(SHEET PILE

BIKE WAY

CABLE FENCE

TOP OF

CABLE FENCE

BEGIN 4-FT HIGH

STA. 1238+89.11

TURN-AROUND

MATCH TOP OF

BEGIN BIKE WAY

EL.345.11

STA. 1238+89.11

CABLE FENCE

TOP OF

BIKE WAY

TOP OF FINISHED

BIKE WAY

TOP OF FINISHED

S T

A .1

T A

P L

A N A

N D P

R O

E W

A Y

C A

N C

E A

N D S

W A

L E

CONTROL DATA

SEE SHEET T-05 AND C-01 TO C-04 FOR BIKE WAY HORIZONTAL AND VERTICAL

SAME ELEVATION AS TOP OF CONCRETE PILECAP AT SHEET PILE CONTROL LINE.

ELEVATION AT TOP OF BIKE WAY AT BIKE WAY CONTROL LINE SHALL BE THE

TRANSITION

A T S

T A

A T S

T A

(TWA / TCE)

OCFCD R/W

TWA / TCE

(SEE SHT CS-08)

EL 345.94

STA.1249+00

SWALE

LINE STA. 1238+89.11 TO 1241+70

ALIGN AND CONSTRUCT BIKE WAY TO COINCIDE WITH GROUTED STONE CONTROL

LINE STA. 1241+70 TO 1274+43.

ALIGN AND CONSTRUCT BIKEWAY TO COINCIDE WITH SHEET PILE CONTROL

4 5, , TRAIL

RIDING/HIKING

EDGE OF

AT STA.1249+00

INSTALL 8" PVC

CONSTRUCTED PER ELEV AND DETAILS SHOWN ON SHEET CS-08.

THE PLAN. BIKE WAY, RIDING/HIKING CURB AND DRAIN INLETS SHALL BE

BIKE WAY AND RIDING/HIKING TRAIL CURB AND DRAIN INLETS ARE NOT SHOWN ON

8" PVC SHALL BE INSTALLED UNDERNEATH THE BIKE WAY AND RIDING/ HIKING TRAIL.

BIKE WAY WIDTH = 12' FOR ALL THE BIKE WAY. RIDING/HIKING TRAIL WIDTH =6'.

BIKE WAY CURB AND SWALE DETAILS SHALL BE CONSTRUCTED PER SHEET CS-08

8" PVC STA. 1249+00

EL 345.3

STA.1239+00

SWALE

EL 345.9

STA.1244+00

SWALE

EL 348.6

STA.1254+00

SWALE

D E

N E

D B

D R

A W

N B

C H

E C

K E

D B

A P

P R

O V

A L

D A

T E

S Y

M B

O L

D E

S C

N S

R E

N S

T R

T F

E N

S U

B M

T E

D B

C H

D E

N B

R A

N C

E N

A M

12345678

7/31/2015

Scale:

SHEET

Plot Date:

U .S

A R

M Y E

N G

E E

R D

T R

L O

S A

N G

E L E

C O

R P

S O

F E

N G

E E

R S

A R

T H

U R Y J U

N G P

O R

A N

G E C

O U

N T

C A

O R

N O

R T

H B

A N

K P

R O

T E

C T

L O

W E

R S

A N

T A A

N A R

R C

H A

N N

E L

R E

A C

H -P

H A

S E

S A

N T

A A

N A R

R M

S T

E M

S P

E C

N O

W P

L -1

-B -0

O U T

4" S

EL-

O U T

6" S

O U T

D E

G E T

A T I

O N

D E

G E T

A T I

O N

D E

G E T

A T I

O N

N 627,000

H V 0_ __

E 1,549,000

E 1,549,500

N 626,500

E 1,550,000

N 626,000

360360

1257+00 1258+00 1259+00 1260+00 1261+00 1262+00 1263+00 1264+00 1265+00 1266+00

E L E

V A

E L E

V A

360360

1266+00 1267+00 1268+00 1269+00 1270+00 1271+00 1272+00 1273+00 1274+00 1275+00

E L E

V A

E L E

V A

CONSTRUCTION NOTES

1266+00

1275+00

M A

T C

H L

E S

E E S

H E

E T C -0

S T

AS SHOWN

050 50 100

HORIZ. SCALE: 1" = 50'

05 5 10

VERT. SCALE: 1" = 5'

J S

D P

A n b p

C F

C -0

.d g n

PLAN

PROFILE

050 50 100

HORIZ. SCALE: 1" = 50'

05 5 10

VERT. SCALE: 1" = 5'

PROFILE

C-09

E. 1,550,099.59 N. 625,993.31

STA. 1274+43

P.O.E. BIKE WAY

01200 1200 2400

SCALE: 1" = 100'

P.I.

CONTROL LINE)

(SHEET PILE

BIKE WAY/

CONTROL LINE)

(SHEET PILE

BIKE WAY/

CABLE FENCE

TOP OF

BIKE WAY

TOP OF

EL 350.02

STA. 1260+73.53

SWALE

BIKE WAY

TOP OF

CABLE FENCE

TOP OF

EL 351.39

STA. 1271+33.05

SWALE

S T

A T

O S

T A

P L

A N A

N D P

R O

E W

A Y

C A

B L

E F

E N

C E A

N D S

W A

L E

GROUND SURFACE

APPROX. EXISTING

GROUND SURFACE

APPROX. EXISTING

LINE STA. 1241+70 TO 1274+43.

ALIGN AND CONSTRUCT BIKEWAY TO COINCIDE WITH SHEET PILE CONTROL

CONTROL DATA.

SEE SHEET T-05 AND C-01 TO C-04 FOR BIKE WAY HORIZONTAL AND VERTICAL

SAME ELEVATION AS TOP OF CONCRETE PILECAP AT SHEET PILE CONTROL LINE.

ELEVATION AT TOP OF BIKE WAY AT BIKE WAY CONTROL LINE SHALL BE THE

5 4, HIKING TRAIL

RIDING/

EDGE OF

STA. 1260+73.53

8" PVC

STA. 1271+33.05

8" PVC

AT STA. 1260+73.53

INSTALL 8" PVC

AT STA. 1271+33.05

INSTALL 8" PVC

BIKE WAY CURB AND SWALE DETAILS SHALL BE CONSTRUCTED PER SHEET CS-08.

BIKE WAY WIDTH = 12' FOR ALL THE BIKE WAY. RIDING/HIKING TRAIL WIDTH =6'.

EL 350.6

STA. 1265+00

SWALE

EL 350.4

STA. 1258+00

SWALE

EL 351.0

STA. 1268+00

SWALE

CONSTRUCTED PER ELEV AND DETAILS SHOWN ON SHEET CS-08.

THE PLAN. BIKE WAY, RIDING/HIKING TRAIL CURB AND DRAIN INLETS SHALL BE

BIKE WAY AND RIDING/HIKING TRAIL CURB AND DRAIN INLET ARE NOT SHOWN ON

8" PVC SHALL BE INSTALLED UNDERNEATH THE BIKE WAY AND RIDING/ HIKING TRAIL.

MATERIAL

OVER 6" BEDDING

24" GROUTED RIPRAP

LINE

SCOUR

THALWEG

RIVER

PRESENT

DAYLIGHT

EXC.

MATERIAL

OVER 6" BEDDING

24" GROUTED RIPRAP

MATERIAL

OVER 6" BEDDING

24" GROUTED RIPRAP

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

E C

N S

R V

R V /T

D P

1.5

BACKFLL

EXC. AND

THALWEG

RIVER

PRESENT

NOTES:

CONTROL LINE

GROUTED STONE

CS-03

A n b p

C F

C S .d g n

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.

5. CONCRETE RETAINING WALL IS NOT SHOWN.

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

1.5

SAFETY PAYS

VALUE ENGINEERING PAYS

D E

N E

D B

D R

A W

N B

C H

E C

K E

D B

A P

P R

O V

A L

D A

T E

S Y

M B

O L

D E

S C

N S

R E

N S

T R

T F

E N

S U

B M

T E

D B

C H

D E

N B

R A

N C

E N

A M

12345678

7/29/2015

Scale:

SHEET

Plot Date:

U .S

A R

M Y E

N G

E E

R D

T R

L O

S A

N G

E L E

C O

R P

S O

F E

N G

E E

R S

A R

T H

U R Y J U

N G P

O R

A N

G E C

O U

N T

C A

O R

N O

R T

H B

A N

K P

R O

T E

C T

L O

W E

R S

A N

T A A

N A R

R C

H A

N N

E L

R E

A C

H -P

H A

S E

S A

N T

A A

N A R

R M

S T

E M

S P

E C

N O

W P

L -1

-B -0

CONTROL LINE

GROUTED STONE

0 40 40 80FT

SCALE: 1''= 40'

OCFCD R/WOCFCD R/W

NOTES:

AS SHOWN

S T

A T

O S

T A

C R

O S

S S

E C

N S

R .V

T .C

D .P

C F

C S .d g n

0 40 40 80FT

SCALE: 1''= 40'

CS-04

GROUND

EXISTING

SHEET PILE

BACKFILL

AND

EXCAVATION

ANCHOR

TIE BACK

EL.294.75 EL.294.45

EL.294.55

EL.294.35

EL.294.94

EL.295.54

EL.294.65

TWA/ TCE

OCFCD

R/W

TWA

OCFCD

R/W

TWA

TCE

TWA

AND

EXCAVATION

ANCHOR

TIE BACK

EL.294.75 EL.294.45

EL.294.55

EL.294.35

EL.294.94

EL.295.54

EL.294.65

TWA/ TCE

OCFCD

R/W

TWA

OCFCD

R/W

TWA

TCE

TWA

125'

TWA/TCE

SEE PROFILE

SHEET PILE CAP

TOP OF

SEE PROFILE

SHEET PILE CAP

TOP OF

SEE PROFILE

SHEET PILE CAP

TOP OF

CAP, SEE PROFILE

SHEET PILE

TOP OF

SEE PROFILE

SHEET PILE CAP

TOP OF

SEE PROFILE

SHEET PILE CAP

TOP OF

SEE PROFILE

SHEET PILE CAP

TOP OF

SAFETY PAYS

VALUE ENGINEERING PAYS

D E

N E

D B

D R

A W

N B

C H

E C

K E

D B

A P

P R

O V

A L

D A

T E

S Y

M B

O L

D E

S C

N S

R E

N S

T R

T F

E N

S U

B M

T E

D B

C H

D E

N B

R A

N C

E N

A M

12345678

7/29/2015

Scale:

SHEET

Plot Date:

U .S

A R

M Y E

N G

E E

R D

T R

L O

S A

N G

E L E

C O

R P

S O

F E

N G

E E

R S

A R

T H

U R Y J U

N G P

O R

A N

G E C

O U

N T

C A

O R

N O

R T

H B

A N

K P

R O

T E

C T

L O

W E

R S

A N

T A A

N A R

R C

H A

N N

E L

R E

A C

H -P

H A

S E

S A

N T

A A

N A R

R M

S T

E M

S P

E C

N O

W P

L -1

-B -0

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

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

CONVEYANCE" (CALIFORNIA CIVIL CODE SECTION 831).

5. OCFCD OWNS FEE TITLE UP TO LA PALMA AVENUE CENTERLINE PER "OPERATION OF LAW UPON

4. SHEET PILE ZONE 1 BEGINS AT STA. 1241+70 AND ENDS AT STA. 1254+00

(SEE PROFILE)

TOE OF SHEET PILE

OCFCD R/W

OCFCD

R/W

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

1245+00

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

1246+00

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

1247+00

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

1248+00

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

1249+00

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

1250+00

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

1244+00

(SEE PROFILE)

TOE OF SHEET PILE

OCFCD R/W

OCFCD

R/W

OCFCD

R/W

OCFCD

R/W

OCFCD

R/W

OCFCD

R/W

OCFCD

R/W

SEE NOTE 5

ON THIS SHEET

LA PALMA

AVE.

OCFCD

R/W

EL.300.82

BEGIN ZONE 2

EL.300.82

SHEET PILE

BEGIN ZONE 2

NOTES:

(END ZONE 1, BEGIN ZONE 2) (END ZONE 1, BEGIN ZONE 2)

AS SHOWN

S T

A T

O S

T A

C R

O S

S S

E C

N S

R .V

R .V T .C

D .P

S h e e t_

C S .D

G N

GROUND

EXISTING

SHEET PILE

BACKFILL

AND

EXCAVATION

R/W

CS-05

EL.296.13

EL.296.73

EL.296.80 EL. 303.01

EL.302.41

EL.297.32

EL.298.60

EL.304.86

EL.305.11

ANCHOR

TIE BACK

17 17

17 O

OCFCD

R/W

OCFCD

R/W

OCFCD

R/W

OCFCD

R/W

OCFCD

R/W

EL.297.32

SHEET PILE

BEGIN ZONE 1

OCFCD

R/W

TWA

OCFCD

R/W

TWA

GROUND

EXISTING

SHEET PILE

BACKFILL

AND

EXCAVATION

R/W

EL.296.13

EL.296.73

EL.296.80 EL. 303.01

EL.302.41

EL.297.32

EL.298.60

EL.304.86

EL.305.11

ANCHOR

TIE BACK

17 17

17 O

OCFCD

R/W

OCFCD

R/W

OCFCD

R/W

OCFCD

R/W

OCFCD

R/W

EL.297.32

SHEET PILE

BEGIN ZONE 1

OCFCD

R/W

TWA

OCFCD

R/W

TWA

SEE NOTE 5

CENTERLINE

LA PALMA AVE.

SEE PROFILE

SHEET PILE CAP

TOP OF

CAP, SEE PROFILE

SHEET PILE

TOP OF FINISHED

CAP, SEE PROFILE

SHEET PILE

TOP OF FINISHED

SEE PROFILE

SHEET PILE CAP

TOP OF

SEE PROFILE

SHEET PILE CAP

TOP OF

SEE PROFILE

SHEET PILE CAP

TOP OF

SEE PROFILE

SHEET PILE CAP

TOP OF

SEE PROFILE

SHEET PILE CAP

TOP OF

SEE PROFILE

SHEET PILE CAP

TOP OF

SAFETY PAYS

VALUE ENGINEERING PAYS

D E

N E

D B

D R

A W

N B

C H

E C

K E

D B

A P

P R

O V

A L

D A

T E

S Y

M B

O L

D E

S C

N S

R E

N S

T R

T F

E N

S U

B M

T E

D B

C H

D E

N B

R A

N C

E N

A M

12345678

7/29/2015

Scale:

SHEET

Plot Date:

U .S

A R

M Y E

N G

E E

R D

T R

L O

S A

N G

E L E

C O

R P

S O

F E

N G

E E

R S

A R

T H

U R Y J U

N G P

O R

A N

G E C

O U

N T

C A

O R

N O

R T

H B

A N

K P

R O

T E

C T

L O

W E

R S

A N

T A A

N A R

R C

H A

N N

E L

R E

A C

H -P

H A

S E

S A

N T

A A

N A R

R M

S T

E M

S P

E C

N O

W P

L -1

-B -0

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

1251+00

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

1252+00

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

1253+00

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

1254+00

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

1255+00

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

1256+00

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

1257+00

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

1258+00

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

1259+00

30'

C C

0 40 40 80FT

SCALE: 1''= 40'

30' C

C C

OCFCD

R/W

OCFCD

R/W

OCFCD

R/W

OCFCD

R/W

OCFCD

R/W

OCFCD

R/W

OCFCD

R/W

OCFCD

R/W

OCFCD

R/W

OCFCD

R/W

OCFCD

R/W

OCFCD

R/W

OCFCD

R/W

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

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

CONVEYANCE" (CALIFORNIA CIVIL CODE SECTION 831).

5. OCFCD OWNS FEE TITLE UP TO LA PALMA AVENUE CENTERLINE PER "OPERATION OF LAW UPON

4. SHEET PILE ZONE 2 BEGINS AT STA. 1254+00 AND ENDS AT STA. 1267+00

OCFCD

R/W

OCFCD

R/W

OCFCD

R/W

OCFCD

R/W

NOTES:

OCFCD

R/W

EL.305.37EL.305.37

(END ZONE 2, BEGIN ZONE 3) (END ZONE 2, BEGIN ZONE 3)

AS SHOWN

S T

A T

O S

T A

C R

O S

S S

E C

N S

R .V

T .C

D .P

GROUND

EXISTING

SHEET PILE

BACKFILL

AND

EXCAVATION

R/W

R/W R/W

R/W

R/W R/W

R/W

CS-06

EL.305.75

EL.305.63

EL.305.88

EL.306.01

EL.306.14 EL.300.53

EL.300.40

EL.306.27

ANCHOR

TIE BACK

15' DIRT ROAD

A n b p

C F

C S .D

G N

R/W

OCFCD

R/W

OCFCD

R/W

OCFCD

R/W

OCFCD

R/W

OCFCD

R/W

OCFCD

R/W

OCFCD

R/W

OCFCD

R/W

OCFCD

GROUND

EXISTING

SHEET PILE

BACKFILL

AND

EXCAVATION

R/W

R/W R/W

R/W

R/W R/W

R/W

EL.305.75

EL.305.63

EL.305.88

EL.306.01

EL.306.14 EL.300.53

EL.300.40

EL.306.27

ANCHOR

TIE BACK

15' DIRT ROAD

R/W

OCFCD

R/W

OCFCD

R/W

OCFCD

R/W

OCFCD

R/W

OCFCD

R/W

OCFCD

R/W

OCFCD

R/W

OCFCD

R/W

OCFCD

0 40 40 80FT

SCALE: 1''= 40'

SEE PROFILE

PILE CAP

TOP OF SHEET

SEE PROFILE

SHEET PILE CAP

TOP OF CONCRETE

SEE PROFILE

SHEET PILE CAP

TOP OF CONC.

SEE PROFILE

SHEET PILE CAP

TOP OF CONC.

SEE PROFILE

SHEET PILE CAP

TOP OF FINISHED

SEE PROFILE

SHEET PILE CAP

TOP OF

SEE PROFILE

SHEET PILE CAP

TOP OF

SEE PROFILE

SHEET PILE CAP

TOP OF

SEE PROFILE

PILE CAP

TOP OF SHEET

SAFETY PAYS

VALUE ENGINEERING PAYS

D E

N E

D B

D R

A W

N B

C H

E C

K E

D B

A P

P R

O V

A L

D A

T E

S Y

M B

O L

D E

S C

N S

R E

N S

T R

T F

E N

S U

B M

T E

D B

C H

D E

N B

R A

N C

E N

A M

12345678

7/31/2015

Scale:

SHEET

Plot Date:

U .S

A R

M Y E

N G

E E

R D

T R

L O

S A

N G

E L E

C O

R P

S O

F E

N G

E E

R S

A R

T H

U R Y J U

N G P

O R

A N

G E C

O U

N T

C A

O R

N O

R T

H B

A N

K P

R O

T E

C T

L O

W E

R S

A N

T A A

N A R

R C

H A

N N

E L

R E

A C

H -P

H A

S E

S A

N T

A A

N A R

R M

S T

E M

S P

E C

N O

W P

L -1

-B -0

R/W

OCFCD

R/W

OCFCD

R/W

OCFCD

R/W

OCFCD

R/W

OCFCD

R/W

OCFCD

R/W

OCFCD

R/W

OCFCD

R/W

OCFCD

R/W

OCFCD

R/W

OCFCD

R/W

OCFCD

R/W

OCFCD

R/W

OCFCD

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

1260+00

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

1261+00

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

1262+00

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

1263+00

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

1264+00

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

1265+00

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

1266+00

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

1267+00

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

1268+00

40'

C C

CR/W

OCFCD

C C

CR/W

OCFCD

SEE NOTE 5

CENTERLINE

LA PALMA AVE.

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

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

CONVEYANCE" (CALIFORNIA CIVIL CODE SECTION 831).

5. OCFCD OWNS FEE TITLE UP TO LA PALMA AVENUE CENTERLINE PER "OPERATION OF LAW UPON

4. SHEET PILE ZONE 2 BEGINS AT STA. 1254+00 AND ENDS AT STA. 1267+00

D E

N E

D B

D R

A W

N B

C H

E C

K E

D B

A P

P R

O V

A L

D A

T E

S Y

M B

O L

D E

S C

N S

R E

N S

T R

T F

E N

S U

B M

T E

D B

C H

D E

N B

R A

N C

E N

A M

12345678

7/29/2015

Scale:

SHEET

Plot Date:

U .S

A R

M Y E

N G

E E

R D

T R

L O

S A

N G

E L E

C O

R P

S O

F E

N G

E E

R S

A R

T H

U R Y J U

N G P

O R

A N

G E C

O U

N T

C A

O R

N O

R T

H B

A N

K P

R O

T E

C T

L O

W E

R S

A N

T A A

N A R

R C

H A

N N

E L

R E

A C

H -P

H A

S E

S A

N T

A A

N A R

R M

S T

E M

S P

E C

N O

W P

L -1

-B -0

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

1269+00

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

1270+00

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

1271+00

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

1272+00

0 20 40 60 80 100 120…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Nov 14, 2017.