W912PL-16-B0005_Amendment0002_Drawings.pdf

SHEET NO. TITLE FILE NO.

GENERAL

CIVIL

INDEX TO CONTRACT DRAWINGS

REVISION

CIVIL CON'T.

T-10

T-09

T-08

T-07

T-06

T-05

T-04

T-03

T-02

T-01

PROJECT ACCESS MAP AND STAGING AREAS

TEMPORARY CONSTRUCTION EASEMENT LIMITS (3)

TEMPORARY CONSTRUCTION EASEMENT LIMITS (2)

TEMPORARY CONSTRUCTION EASEMENT LIMITS (1)

POINTS AND CURVE DATA

PROJECT CONTROL LINE - HORIZONTAL CONTROL

SHEET LAYOUT AND SURVEY CONTROL POINTS

GENERAL NOTES, LEGENDS, AND ABBREVIATIONS

INDEX TO CONTRACT DRAWINGS SHEET 2

INDEX TO CONTRACT DRAWINGS SHEET 1

PROJECT LOCATION AND VICINITY MAP

SHEET NO. TITLE FILE NO. REVISION

CS-12

CS-11

CS-10

CS-09

CS-08

CS-07

CS-06

CS-05

CS-04

CS-03

CS-02

CS-01

239/3586

239/3585

239/3584

239/3583

239/3582

239/3581

239/3580

239/3579

239/3578

239/3577

239/3576

239/3575

SHEET NO. TITLE FILE NO. REVISION

SHEET NO. TITLE FILE NO. REVISION

STRUCTURAL

S-03

S-02

S-01

SHEET NO. TITLE FILE NO. REVISION

MISCELLANEOUS

M-07

M-06

M-05

M-04

M-03

M-02

M-01

SHEET NO. TITLE FILE NO. REVISION

SHEET NO. TITLE FILE NO. REVISION

SARI SEWER SIPHON PROTECTION

LANDSCAPE

AT BANK STA. 1330+99.57

36-INCH CULVERT EXTENSION PLAN, PROFILE AND DETAILS

AT BANK STA. 1324+43.00

96-INCH CULVERT EXTENSION PLAN, PROFILE AND DETAILS

AT BANK STA. 1317+61.24

30-INCH CULVERT EXTENSION PLAN, PROFILE AND DETAILS

AT BANK STA. 1309+66.02

30-INCH CULVERT EXTENSION PLAN, PROFILE AND DETAILS

AT BANK STA. 1298+82.75

66-INCH CULVERT EXTENSION PLAN, PROFILE AND DETAILS

AT BANK STA. 1290+91.06

36-INCH CULVERT EXTENSION PLAN, PROFILE AND DETAILS

AT BANK STA. 1282+71.01

42-INCH CULVERT EXTENSION PLAN, PROFILE AND DETAILS

AT BANK STA. 1276+34.12

30-INCH CULVERT EXTENSION PLAN, PROFILE AND DETAILS

AT BANK STA. 1393+57.40

42-INCH CULVERT EXTENSION PLAN, PROFILE AND DETAILS

AT BANK STA. 1390+56.93

48-INCH CULVERT EXTENSION PLAN, PROFILE AND DETAILS

AT BANK STA. 1384+13.54

42-INCH CULVERT EXTENSION PLAN, PROFILE AND DETAILS

AT BANK STA. 1378+53.53

84-INCH CULVERT EXTENSION PLAN, PROFILE AND DETAILS

AT BANK STA. 1372+47.25

48-INCH CULVERT EXTENSION PLAN, PROFILE AND DETAILS

AT BANK STA. 1367+33.80

48-INCH CULVERT EXTENSION PLAN, PROFILE AND DETAILS

AT BANK STA. 1356+70.73

30-INCH CULVERT EXTENSION PLAN, PROFILE AND DETAILS

AT BANK STA. 1348+36.64

72-INCH CULVERT EXTENSION PLAN, PROFILE AND DETAILS

AT BANK STA. 1338+99.34

36-INCH CULVERT EXTENSION PLAN, PROFILE AND DETAILS

SD-08

SD-07

SD-06

SD-05

SD-04

SD-03

SD-02

SD-01

SD-17

SD-16

SD-15

SD-14

SD-13

SD-12

SD-11

SD-10

SD-09

CROSS-SECTIONS STA 1399+60

CROSS-SECTIONS STA 1388+00 TO STA 1398+00

CROSS-SECTIONS STA 1376+00 TO STA 1386+00

CROSS-SECTIONS STA 1364+00 TO STA 1374+00

CROSS-SECTIONS STA 1352+00 TO STA 1362+00

CROSS-SECTIONS STA 1342+00 TO STA 1350+50

CROSS-SECTIONS STA 1330+00 TO STA 1340+00

CROSS-SECTIONS STA 1318+00 TO STA 1328+00

CROSS-SECTIONS STA 1306+00 TO STA 1316+00

CROSS-SECTIONS STA 1294+00 TO STA 1304+00

CROSS-SECTIONS STA 1282+00 TO STA 1292+00

CROSS-SECTIONS STA 1270+00 TO STA 1280+00

OUTLET STRUCTURAL PLAN, ELEVATION AND DETAILS

AND MISC OUTLET DETAILS

OUTLET STRUCTURE REINFORCEMENT SCHEDULE, CONCRETE COLLAR

GENERAL STRUCTURAL NOTES

C-29

C-28

C-27

C-26

C-25

C-24

C-23

C-22

C-21

C-20

C-19

C-18

C-17

C-16

C-15

C-14

C-13

C-12

C-11

C-10

C-09

C-08

C-07

C-06

C-05

C-04

C-03

C-02

C-01

REST STOP LANDSCAPE DETAILS

REST STOP LANDSCAPING

PLANTING LEGEND

PLANTING & IRRIGATION DETAILS AND NOTES

LANDSCAPE PLAN STA 1397+00 TO STA 1399+60

LANDSCAPE PLAN STA 1388+00 TO STA 1397+00

LANDSCAPE PLAN STA 1379+00 TO STA 1388+00

LANDSCAPE PLAN STA 1370+00 TO STA 1379+00

LANDSCAPE PLAN STA 1361+00 TO STA 1370+00

LANDSCAPE PLAN STA 1352+00 TO STA 1361+00

LANDSCAPE PLAN STA 1343+00 TO STA 1352+00

LANDSCAPE PLAN STA 1334+00 TO STA 1343+00

LANDSCAPE PLAN STA 1325+00 TO STA 1334+00

LANDSCAPE PLAN STA 1316+00 TO STA 1325+00

LANDSCAPE PLAN STA 1307+00 TO STA 1316+00

LANDSCAPE PLAN STA 1298+00 TO STA 1307+00

LANDSCAPE PLAN STA 1289+00 TO STA 1298+00

LANDSCAPE PLAN STA 1280+00 TO STA 1289+00

LANDSCAPE PLAN STA 1271+00 TO STA 1280+00

L-19

L-18

L-17

L-16

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

MISCELLANEOUS EXISTING FEATURES

SOUND BARRIER WALL ELEVATIONS, SECTIONS AND DETAILS

SOUND BARRIER WALL PLAN AND HORIZONTAL CONTROL DATA

SURVEY MONUMENT AND STATION MARKER AND MISCELLANEOUS DETAILS

CABLE FENCE ELEVATION AND DETAILS

DOUBLE GATE, TEMPORARY FENCING ELEVATION AND DETAILS

RAMP GATE ELEVATION, TRAIL REGULATIONS AND GUIDANCE POST DETAILS

CU-04

CU-03

CU-02

CU-01

SARI MANHOLE ACCESS ROAD TYPICAL SECTIONS

SARI MANHOLE ACCESS ROAD PLAN AND PROFILE

SARI MANHOLE PROTECTION TYPICAL SECTIONS

SARI MANHOLE PROTECTION PLAN AND PROFILE

FINAL GRADING AND TOE ROAD (5)

FINAL GRADING AND TOE ROAD (4)

FINAL GRADING AND TOE ROAD (3)

FINAL GRADING AND TOE ROAD (2)

FINAL GRADING AND TOE ROAD (1)

EXCAVATION AND FILL LIMITS

CONCRETE ACCESS RAMP DETAILS

PLAN DETAIL AT BRIDGE

REST STOP

BIKEWAY STRIPING DETAIL AND SUBDRAIN SYSTEM DETAILS

DETAIL AT GROUTED STONE V-DITCH

CURB AND PVC DRAIN DETAILS

TYPICAL SECTIONS AND CUT OFF WALL

TYPICAL SECTIONS - 1

PLAN AND PROFILE STA 1397+00 TO STA 1399+60

PLAN AND PROFILE STA 1388+00 TO STA 1397+00

PLAN AND PROFILE STA 1379+00 TO STA 1388+00

PLAN AND PROFILE STA 1370+00 TO STA 1379+00

PLAN AND PROFILE STA 1361+00 TO STA 1370+00

PLAN AND PROFILE STA 1352+00 TO STA 1361+00

PLAN AND PROFILE STA 1343+00 TO STA 1352+00

PLAN AND PROFILE STA 1334+00 TO STA 1343+00

PLAN AND PROFILE STA 1325+00 TO STA 1334+00

PLAN AND PROFILE STA 1316+00 TO STA 1325+00

PLAN AND PROFILE STA 1307+00 TO STA 1316+00

PLAN AND PROFILE STA 1298+00 TO STA 1307+00

PLAN AND PROFILE STA 1289+00 TO STA 1298+00

PLAN AND PROFILE STA 1280+00 TO STA 1289+00

PLAN AND PROFILE STA 1271+00 TO STA 1280+00

239/3603 REV.A

239/3602 REV.A

239/3601 REV.A

239/3600 REV.A

239/3599 REV.A

239/3598 REV.A

239/3597 REV.A

239/3596 REV.B

239/3595 REV.A

239/3594 REV.A

239/3593 REV.A

239/3592 REV.A

239/3591 REV.A

239/3590 REV.A

239/3589 REV.A

239/3588 REV.A

239/3587 REV.A

239/3613

239/3612

239/3611 REV.A

239/3545 REV.A

239/3544

239/3543

239/3542

239/3541

239/3540

239/3539 REV.B

239/3538

239/3537 REV.B

239/3536

239/3610 REV B

239/3609

239/3608

239/3607

239/3606

239/3605

239/3604

239/3632

239/3631 REV. A

239/3630

239/3629

239/3628

239/3627

239/3626

239/3625

239/3624

239/3623

239/3622

239/3621 REV.A

239/3620

239/3619

239/3618

239/3617

239/3616

239/3615 REV.A

239/3614

239/3636 REV. A

239/3635 REV.A

239/3634

239/3633

239/3574

239/3573

239/3572

239/3571

239/3570

239/3569

239/3568 REV. A

239/3567 REV. A

239/3566 REV. A

239/3565

239/3564

239/3563

239/3562 REV. A

239/3561

239/3560

239/3559

239/3558

239/3557

239/3556

239/3555 REV. A

239/3554 REV. A

239/3553

239/3552

239/3551

239/3550

239/3549 REV. A

239/3548

239/3547

239/3546

(THIS SHEET) (THIS SHEET)

(THIS SHEET)

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REINFORCING

REINFORCED CONCRETE BOX

ROAD

RADIUS

REINFORCED CONCRETE PIPE

REINF

R

RD

RCB

RCP

RCC ROLLED COMPACTED CONCRETE

RIGHT

SQUARE FOOT

TANGENT

SIDE DRAIN

STD STANDARD

TEMPORARY

USACE

SOIL CEMENTSC

SARI SANTA ANA RIVER INTERCEPTOR

SAR SANTA ANA RIVER

RIGHT-OF-WAY

SYMMETRICAL

UPSTREAM

VERTICAL

VERTICAL POINT OF INTERSECTION

TYPICAL

U/S

R/W

SD

T

TYP

TCE

SPF STANDARD PROJECT FLOOD

TEMP

VERT

VPI

SYMM

SF

RT

CORPS OF ENGINEERS

UNITED STATES ARMY

SHT(S) SHEET(S)

W/O WITHOUT

STA STATION

S SLOPE

TWA TEMPORARY WORK AREA

EASEMENT, ALSO KNOWN AS

TEMPORARY CONSTRUCTION

POINT OF VERTICAL INTERSECTIONPVI

PVC POLYVINYLE CHLORIDE PIPE

PVT POINT VERTICAL TANGENT

MANHOLE

MAXIMUM

MINIMUM

MISCELLANEOUS

MUTCD

CONTROL LINE

TCE LIMIT

FENCE

SOUND WALL

TRAFFIC DIRECTION

NUMBER

CORRUGATED METAL PIPE

BENCHMARK

CUBIC YARDS

EXPANSION JOINT

ELEVATION

JOINT

ABC

POINT OF INTERSECTION

POINT OF TANGENCY

POINT OF ENDING

AGGREGATE BASE COURSE

CMP

PI

PROTECT IN PLACE

PERM PERMANENT

CONTROL LINE

FINISH SURFACE

FWY FREEWAY

FS

CONTROL DISTRICT

ORANGE COUNTY FLOOD

INV

INSIDE DIAMETER

ON CENTER

OUTSIDE DIAMETER

PLATE

BEGIN HORIZONTAL CURVE

BEGIN VERTICAL CURVE

CONSTRUCTION JOINT

DOUBLE

DIAMETER

DIAGONAL

DOWNSTREAM

EACH

END HORIZONTAL CURVE

END VERTICAL CURVE

HEIGHT

HORIZONTAL

INTERSECTION

LENGTH

POUNDS

LEFT

POINT OF CURVATURE

BW

MAX

MIN

RIGHT-OF-WAY

POWER POLE

MANHOLE

PP

MH

EXISTING SEWER LINE

EXISTING WATER LINE

EXISTING GAS LINE

RIGHT-OF-WAY

BM

DIA

DBL

CY

EXISTING

D/S

HORIZ

INT

L

LBS

GRADE LINE

DECOMPOSED GRANITE

FINISHED GRADE

POC

POE

INVERT

EL

TRAFFIC CONTROL DEVICES

MANUAL ON UNIFORM

HMA

MISC

LT

JT

GL

HT

FG

EXP JT

EVC

EA

DG

EC

DIAG

CL

CJ

BVC

BC

ID

MH

NO

PT

PL

PC

OCFCD

OD

OC

BIKEWAY

N.T.S. NOT TO SCALE

BARRICADE

PORTABLE STEEL

HAUL ROUTE

COR

CALTRANS

OF TRANSPORTATION

CALIFORNIA DEPARTMENT

REPRESENTATIVE

CONTRACTING OFFICER'S

EXISTING ASPHALT PAVING

EXISTING OVERHEAD ELECTRICAL LINE

OC PARKS

(OC PARKS)

COUNTY OF ORANGE

CONTROL LINE

P.I.P.

HOA HOMEOWNER ASSOCIATION

DELTA, ANGLE OF INTERSECTION

AC ASPHALTIC CONCRETE (HMA)

AVE AVENUE

APPROX APPROXIMATE

CONC CONCRETE

EX/EXIST

FT FEET

HOT-MIX ASPHALT (AC)

IN INCH

POINT OF BEGINNINGPOB

POINT OF CONTACT

MARKED ON THE AS- BUILT DRAWING AND SUBMITTED TO THE USACE.

USACE PRIOR TO CONSTRUCTION, AND ANY CHANGES MUST BE CLEARLY

ALL REVISIONS TO THESE CONTRACT DRAWINGS MUST BE APPROVED BY THE

GENERAL NOTES: ABBREVIATIONS:GENERAL LEGENDS:

INFORMATION.

RESTRICTIONS. SEE SPECIFICATION SECTION 01 57 19 FOR MORE

CLEARING SITE AND GRUBBING WINDOW IS SUBJECT TO ENVIRONMENTAL

AS SHOWN

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ARE ALLOWED WITHOUT WRITTEN APPROVAL OF THE CONTRACTING OFFICER.

INCLUDED AS PART OF THE WORK. NO CHANGES TO THE CONTRACT DRAWINGS

SITE DIMENSIONS OR CONDITIONS, AND SUCH ADJUSTMENTS MUST BE

RESULT OF DESIGN. MINOR MODIFICATIONS MAY BE REQUIRED TO SUIT JOB

DETAILS ON THE CONTRACT DRAWINGS ARE INTENDED TO SHOW THE FINAL

RIVER - REACH 9 - PHASE 5B CONTRACTOR UNLESS OTHERWISE NOTED.

THE DESIGNATION, 'CONTRACTOR' ON THE PLANS REFERS TO THE SANTA ANA

PROTECT IN PLACE.

CONTRACT BOUNDARY OF ALL UTILITIES PRIOR TO CONSTRUCTION, AND

POTHOLING AS NECESSARY TO CONFIRM EXISTENCE AND LOCATIONS WITHIN

OF THE CONTRACTOR TO UTILIZE A UTILITY LOCATING SERVICE AND

GROUND UTILITIES NOT SHOWN ON THIS PLAN SET. IT IS THE RESPONSIBILITY

MUST BE CONSIDERED APPROXIMATE. THERE MAY BE ADDITIONAL UNDER

EFFORT HAS BEEN MADE TO DEPICT THESE UTILITIES, BUT THESE LOCATIONS

ARE BASED ON AS-BUILT INFORMATION PROVIDED BY THE OWNER. THE BEST

ABOVE-GROUND SURVEY. THE EXISTING UNDER GROUND UTILITIES SHOWN

THESE CONTRACT DRAWINGS HAVE BEEN PREPARED BASED ON AN

CONTAINED IN THE CONTRACT DOCUMENTS.

USED OR THE CONCLUSIONS REACHED IN UTILIZING THE INFORMATION

NO RESPONSIBILITY FOR THE MANNER IN WHICH THIS INFORMATION MAY BE

BEYOND THE ACTUAL LOCATION OF THE TEST SPECIMEN(S) AND ASSUMES

SUBSURFACE INVESTIGATIONS AS BEING REPRESENTATIVE OF THE SITE

THE USACE DOES NOT GUARANTEE THE RESULTS OF ANY GEOTECHNICAL OR

L .D

L .D

F .O

AND DISPOSED OF BY THE CONTRACTOR, UNLESS OTHERWISE STATED.

TRAIL, AC CURB, AND CONCRETE DRAINAGE DITCH (25 EA) WILL BE REMOVED

THE FOLLOWING EXISTING FEATURES: WOODEN HEADER BOARD ALONG THE

SALVAGED.

THE "WOODEN FENCE AND POST"S (42 EA) WILL BE REMOVED AND

DOWNLOAD THE REPORT PRIOR TO BID OPENING FOR THEIR USE.

AVAILABLE FOR INFORMATION PURPOSES. ALL BIDDERS ARE RESPONSIBLE TO

THE PROJECT'S BID PACKAGE WEBSITE. THIS GEOTECHNICAL STUDY IS MADE

RIVER, ORANGE COUNTY, CALIFORNIA, DATED 06/2016, WILL BE POSTED ON

GEOTECHNICAL STUDY REPORT, REACH 9 - PHASE 5B, LOWER SANTA ANA

THE BORING LOGS ARE INCLUDED IN THE CONTRACT DRAWINGS AND THE

1.

2.

3.

4.

5.

6.

7.

8.

9.

TO BE REMOVED.

CONTRACTOR SHALL FIELD VERIFY THE QUANTITY OF ALL EXISTING FEATURES

10.

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AND REVISE EXCAVATION LIMITS FOR STONE AS NECESSARY.

JUNE 1981. CONTRACTOR SHALL FIELD VERIFY LOCATION OF EXISTING STONE

ROAD TO 3600 FEET DOWNSTREAM FROM COAL CANYON ROAD, APPROVED ON

LOMAS DE YORBA - SUR LEVEE FROM 3000 FEET UPSTREAM OF WEIR CANYON

DRAWINGS TITLED CITY OF YORBA LINDA, PLANS FOR CONSTRUCTION OF

BE SALVAGED IS APPROXIMATE AND BASED ON THE ORIGINAL DESIGN

THE LOCATION OF THE EXISTING STONE SHOWN ON THE CROSS-SECTIONS TO

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B

B

THE CITY OF YORBA LINDA PRIOR TO SUBMITTING TO THE COR FOR APPROVAL.

WITH THE TRAFFIC CONTROL PLAN. BOTH PLANS SHALL BE APPROVED BY

THE CONTRACTOR SHALL PROVIDE A BIKEWAY DETOUR PLAN IN CONJUNCTION

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C

D

8/19/2016

SHEET

Plot Date:

C O

R P

S O

F E

N G

IN

E E

R S

L O

S A

N G

E L E

S

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

C H

E C

K E

D B

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SCALE:

S P

E C

N O

W P

L -1

-B -0

L S

A R

R P

H

B G

.d g n

F

IL

E N

A M

E

O R

A N

G E C

O U

N T

Y

C A

L

IF

O R

N

IA

A P

P R

O X M

IL

E E

A S

T O

F G

Y P

S U

M C

A N

Y O

N R

O A

D B

R

ID

G E

(A P

P R

O X /4 M

IL

E E

A S

T O

F V

IA

L

O M

A S D

E Y

O R

B A W T

O

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 P

H A

S E

B

S A

N T

A A

N A R

IV

E R M

A

IN

S T

E M

C H

U C

K M

E S

A P .E

+0

+0

+0

0 1

0 1

1400+0

GROUTED STONE

BIKEWAY

DG TRAIL

RIPRAP

CONCRETE

MAINTENANCE ROAD

AS SHOWN

1.

2.

REFERENCE NOTES:

3.

ENVIRONMENTAL PROTECTION SECTION 01 57 19.

FOR WINDOW WHEN SOUND WALL SHALL BE IN PLACE, SEE

SCALE: 1 IN = 500 FT

N

0500 500 1000FT

SCALE: 1''= 500'

PLAN

FLOW

T-10

STAGING AREA

STAGING AREA

TCE

G Y

P S

U M C

A N

Y O

N R

D B

R

ID

G E

V

IA

L

O M

A S D

E Y

O R B A W

E S T

LA P

ALMA A

VE

STATE ROUTE 91

STATE

R

OUTE

P R

O J E

C T A

C C

E S

S M

A P A

N D S

T A

G

IN

G A

R E

A S

CONCRETE MEDIAN

EXISTING

CONCRETE MEDIAN

EXISTING

LA PALMA AVE

LA P

ALMA A

VE

FOR TCE WORK LIMITS, SEE SHEETS T-07 TO T-09.

L

D o

L

D o

O .O ju ri

EXISTING DRIVEWAY

PROJECT ACCESS AT

EXISTING DRIVEWAY

PROJECT ACCESS AT

EXISTING DRIVEWAY

PROJECT ACCESS AT

LEGEND:

CONTROL LINE

STAGING AREA

TEMPORARY CONSTRUCTION EASEMENT

CONTROL LINE

ENTER HERE

MEDIAN BEGINS

STAGING AREA

A R

E V

IS

E D N

O T

E

A M

T

E .K

A

CURVE DATA, SEE SHEET T-06.

FOR BANK PROTECTION HORIZONTAL CONTROL POINTS AND

/1

/1

R E

V

ASPH

S C

A T T E R E

D

B R

U S

H

D E

N

E

V

G E T

A T I

O N

M

N H

O L E

W A T E R

W

SAFETY PAYS

VALUE ENGINEERING PAYS

D E

S

IG

N E

D B

Y

D R

A W

N 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

A C

T

IN

G C

H

IE

F

D E

S

IG

N B

R A

N C

H

12345678

A

B

C

D

12345678

A

B

C

D

8/19/2016

SHEET

Plot Date:

C O

R P

S O

F E

N G

IN

E E

R S

L O

S A

N G

E L E

S

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

C H

E C

K E

D B

Y

SCALE:

S P

E C

N O

W P

L -1

-B -0

L S

A R

R P

H

B C

.d g n

F

IL

E N

A M

E

O R

A N

G E C

O U

N T

Y

C A

L

IF

O R

N

IA

A P

P R

O X M

IL

E E

A S

T O

F G

Y P

S U

M C

A N

Y O

N R

O A

D B

R

ID

G E

(A P

P R

O X /4 M

IL

E E

A S

T O

F V

IA

L

O M

A S D

E Y

O R

B A W T

O

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 P

H A

S E

B

S A

N T

A A

N A R

IV

E R M

A

IN

S T

E M

C H

U C

K M

E S

A P .E

380380

380380

1298+00 1299+00 1300+00 1301+00 1302+00 1303+00 1304+00 1305+00 1306+00 1307+00

P V

C

.0

P V I .0

E L .8

P V

T

.0

L = 50.00'

E L .6

E L .9

S= 0.81%

S= 0.36%

GROUTED STONE

BIKEWAY

DG TRAIL

LEGEND:

RIPRAP

N

PROFILE

HORIZ. SCALE: 1 IN = 50 FT

VERT. SCALE: 1 IN = 10 FT

PLAN

SCALE 1 IN = 50 FT

EL 355.73

EL 326.38

EL 359.47

EL 331.32

S=0.42%

S=0.55%

STONE

TOE OF GROUTED

H :1

V

1.

4.

REFERENCE NOTES:

5.

6.

7.

3.

C-04

S T

A T

O S

T A

P L

A N A

N D P

R O

F

IL

E

S T

A .7

STONE

TOE OF GROUTED

EL 363.86

EL 368.59

TCE

CONSTRUCTION NOTES:

GENERAL NOTES:

STONE

TOP OF GROUTED

BOTTOM OF RIPRAP/

STAGING AREA

E

N

E

5 INSTALL CABLE FENCE.

FLOW

N

-I

N D

IA

R C

P S

T A

.7

TCE

L A P

A L

M A A

V E

WOLF CIFFART

EXTEND SIDE DRAIN STRUCTURE PER SHEET SD-04.

S T

A M

A T

C H L

IN

E S

E E S

H E

E T C -0

S T

A M

A T

C H L

IN

E S

E E S

H E

E T C -0

.5

H :1

V

2. CABLE FENCE AND CURBS NOT SHOWN ON PLAN FOR CLARITY.

ARE PROJECTED ONTO PROFILE.

1. TOP AND TOE OF GROUTED STONE, SIDE DRAIN, AND CABLE FENCE

FOR CABLE FENCE DETAILS, SEE SHEET M-01.

(TYP)

BIKEWAY

STONE

TOP OF GROUTED

BOTTOM OF RIPRAP/

CONSTRUCT GROUTED STONE PER PLANS.

CONSTRUCT RIPRAP.

3. FINAL GRADING AND TOE ROAD NOT SHOWN ON PLAN FOR CLARITY.

4. LANDSCAPING LIMITS NOT SHOWN ON PLAN FOR CLARITY.

9.

8.

PI(9)

2.6 -I

N D

IA

R

P

SEE SHEET C-18.

FOR BIKEWAY AND DECOMPOSED GRANITE TRAIL DETAILS,

FOR SIDE DRAIN, SEE SHEETS SD-01 THROUGH SD-17.

L = 50.00'

X

B

FOR CROSS-SECTIONS, SEE SHEETS CS-01 THROUGH CS-12.

LINE

CONTROL

LIMIT

EXCAVATION

EXCAVATION

BOTTOM OF

ALONG CONTROL LINE

EXIST. GRADE

AND TOP OF RIPRAP

ALONG CONTROL LINE

DESIGN GRADE

CONCRETE RAMP

REMOVE EXISTING

AND GATE

CHAINLINK FENCE

REMOVE EXISTING

CONSTRUCT BIKEWAY PER PLANS.

CONSTRUCT DG TRAIL PER PLAN.

D

STAGING AREA

R O

A D R

O

W SEE SHEETS T-05 AND T-06.

FOR SURVEY CONTROL POINTS, AND CURVE DATA,

FOR TYPICAL SECTIONS, SEE SHEETS C-16 AND C-17.

FOR LANDSCAPING FEATURES, SEE SHEETS L-01 THROUGH L-19.

FOR TCE COORDINATE POINTS, SEE SHEETS T-07, T-08, AND T-09.

C-29.

FOR FINAL GRADING AND TOE ROAD, SEE SHEETS C-25 THROUGH

J .U re n a

L .D o

J .U re n a

SEE SHEET M-07

EXISTING FEATURES,

(PIP)

GAS LINE

EXIST. 8 IN

ACCESS

DRIVEWAY

EXISTING

(TYP)

DG TRAIL

RIPRAP

TOP OF

0 10 10 20FT

SCALE: 1''= 10'

0 50 50 100FT

SCALE: 1''= 50'

A

A

/1

/1

E .K

R E

M O

V E

D E

X F

E A

T U

R E

A M

T

R E

V

SCATTERED BRUSH

PIPE

DENSE VEGETATION

DENSE VEGETATION

371.1

367.0

370.4

366.5

357.1 356.3

368.9

370.2

379.0

369.9

365.1

365.8

SANTA ANA RIVER TRAIL

MANHOLE_WATERW

380380

0 1

SAFETY PAYS

VALUE ENGINEERING PAYS

D E

S

IG

N E

D B

Y

D R

A W

N 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

A C

T

IN

G C

H

IE

F

D E

S

IG

N B

R A

N C

H

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A

B

C

D

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A

B

C

D

8/19/2016

SHEET

Plot Date:

C O

R P

S O

F E

N G

IN

E E

R S

L O

S A

N G

E L E

S

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

C H

E C

K E

D B

Y

SCALE:

S P

E C

N O

W P

L -1

-B -0

L S

A R

R P

H

B C

.d g n

F

IL

E N

A M

E

O R

A N

G E C

O U

N T

Y

C A

L

IF

O R

N

IA

A P

P R

O X M

IL

E E

A S

T O

F G

Y P

S U

M C

A N

Y O

N R

O A

D B

R

ID

G E

(A P

P R

O X /4 M

IL

E E

A S

T O

F V

IA

L

O M

A S D

E Y

O R

B A W T

O

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 P

H A

S E

B

S A

N T

A A

N A R

IV

E R M

A

IN

S T

E M

C H

U C

K M

E S

A P .E

390390

390390

1343+00 1344+00 1345+00 1346+00 1347+00 1348+00 1349+00 1350+00 1351+00 1352+00

P V

C

.1

P V I .1

E L .8

P V

T

.1

E L .6

E L .9

S= 0.81% S= 0.14% P

V C

.9

E le v

.1

P V I .9

E L .2

P V

T

.9

E le v

.1

P V

C

.5

E le v

.0

P V I .0

E L .9

P V

T

.5

E le v

.6

S= -0.0020

P V

C

.5

E le v

.0

P V I .0

E L .3

P V

T

.5

E le v

.3

P V

C

.5

E le v

.3

P V I .0

E L .3

P V

T

.5

E le v

.4

L = 75.00' L = 75.00'

S= -10.00%

S= 0.00%

S= 8.

GROUTED STONE

BIKEWAY

DG TRAIL

LEGEND:

RIPRAP

CONCRETE

HORIZ. SCALE: 1 IN = 50 FT

VERT. SCALE: 1 IN = 10 FT

SCALE 1 IN = 50 FT

STONE

TOE OF GROUTED

1.

4.

REFERENCE NOTES:

5.

6.

7.

9.

3.

C-09

AS SHOWN

S T

A T

O S

T A

P L

A N A

N D P

R O

F

IL

E

INSTALL CABLE FENCE.

TCE

GENERAL NOTES:

CONSTRUCTION NOTES:

H :1

V

E

E

PLAN

S T

A

.6

S

T A

.6

-I

N D

IA

R

C P

EL 350.95

EL 377.37

FLOW

EL 378.63

N 624,000

PROFILE

EL 347.62

S T

A

.9

N

L A P

A L

M A A

V E

WOLF CIFFART

EXTEND SIDE DRAIN STRUCTURE PER SHEET SD-10.

FOR CROSS-SECTIONS, SEE SHEETS C-18 THROUGH C-29.

FOR ACCESS RAMP DETAILS, SEE SHEET C-23.

S T

A M

A T

C H L

IN

E S

E E S

H E

E T C -1

T

A M

A T

C H L

IN

E S

E E S

H E

E T C -0

.5

H :1

V

2. CABLE FENCE AND CURBS NOT SHOWN ON PLAN FOR CLARITY.

CABLE FENCE ARE PROJECTED ONTO PROFILE.

1. TOP AND TOE OF GROUTED STONE, ACCESS RAMP, SIDE DRAIN, AND

(TYP)

DG TRAIL

(TYP)

BIKEWAY

CONSTRUCT GROUTED STONE PER PLANS.

3. FINAL GRADING AND TOE ROAD NOT SHOWN ON PLAN FOR CLARITY.

4. LANDSCAPING LIMITS NOT SHOWN ON PLAN FOR CLARITY.

FOR LANDSCAPING FEATURES, SEE SHEET L-01 THROUGH L-19.

8.

S=

STONE

GROUTED

TOP OF

E L .1

PI(27)PI(26)

PI(25)

PI(23)

PI(22 )

1.

2.

10.

SEE SHEET C-18.

FOR BIKEWAY AND DECOMPOSED GRANITE TRAIL DETAILS,

FOR SIDE DRAINS, SEE SHEETS SD-01 THROUGH SD-17.

FOR UNDERCROSSING DETAILS, SEE SHEET C-22.

PI(24)

EL 373.27

TOP OF GROUTED STONE

BOTTOM OF RIPRAP/

H :1

V

-I

N D

IA

R

P

CONSTRUCT BIKEWAY PER PLANS.

CONSTRUCT DG TRAIL PER PLAN.

LIMITS

EXCAVATION

ALONG CONTROL LINE

EXIST. GRADE

GROUTED STONE

TOE OF

STONE

GROUTED

TOP OF

EXCAVATION

BOTTOM OF

S T

A .1

CONTROL LINE

ALONG

DESIGN GRADE

X

D

AREA

TURN AROUND

40-FT X 40-FT

S= 0.37%

8 CONSTRUCT CONCRETE RAMP.

EL 375.84

STA 1348+77.13

TCE

LINE

CONTROL

R A

M P

B E

G

IN

C

O N

C R

E T E

E N

D B

IK

E W

A Y

S T

A

.3

EL 373.27

STA. 1343+32.11

EL 347.74

STA. 1343+32.11

STAGING AREA

R O

A D R /W

SEE SHEETS T-05 AND T-06.

FOR SURVEY CONTROL POINTS, AND CURVE DATA,

FOR TCE COORDINATE POINTS, SEE SHEETS T-07, T-08, AND T-09.

FOR TYPICAL SECTIONS, SEE SHEETS CS-01 AND CS-12.

FOR CABLE FENCE DETAILS, SEE SHEET M-01.

J .U re n a

L .D o

J .U re n a

SEE SHEET M-07

EXISTING FEATURES,

ACCESS

PROJECT

BRIDGE (PIP)

GYPSON CANYON RD

TO EL. 380

RIPRAP

GAS LINE (PIP)

EXIST. 8 IN B

C-29.

FOR FINAL GRADING AND TOE ROAD, SEE SHEETS C-25 THROUGH

0 10 10 20FT

SCALE: 1''= 10'

0 50 50 100FT

SCALE: 1''= 50'

CONSTRUCT CONCRETE ACCESS RAMP PER PLAN.

ACCESS RAMP

CONCRETE

CONCRETE A

CCESS

RAMP

A /1

/1

E .K

R E

V

A

EL 374.00

14 CONSTRUCT CONCRETE CRADLE.

RIPRAP

TOP OF

R E

V P

R O

F

IL

E

A D

D C

O N

C R

E T

E

A

GROUTED STONE

TOP OF

EL 380.00

14 M A T C

H E

X

IS

T

IN

G A

C

E N

D B

IK

E W

A Y

S T

A

C R

A D

L E E

X T

E N

D A

C

A M

T

A

11.FOR CONCRETE CRADLE DETAILS, SEE SHEET C-22.

A

A

EX. AC

MATCHGROUTED STONE

TOP OF SEE NOTE 5

A

A

BIKEWAY. TIE INTO EX. AC. VERTICAL CURVE IS L=75 FT, GRADE 8% MAX.

5. PROJECTED EXISTING GROUND AND FINISHED SURFACE ALONG

ASPH

374.4

368.7 369.1

370.5

370.7

370.1

371.6

373.6

380380

0 1

SAFETY PAYS

VALUE ENGINEERING PAYS

D E

S

IG

N E

D B

Y

D R

A W

N 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

A C

T

IN

G C

H

IE

F

D E

S

IG

N B

R A

N C

H

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C

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SHEET

Plot Date:

C O

R P

S O

F E

N G

IN

E E

R S

L O

S A

N G

E L E

S

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

C H

E C

K E

D B

Y

SCALE:

S P

E C

N O

W P

L -1

-B -0

L S

A R

R P

H

B C

.d g n

F

IL

E N

A M

E

O R

A N

G E C

O U

N T

Y

C A

L

IF

O R

N

IA

A P

P R

O X M

IL

E E

A S

T O

F G

Y P

S U

M C

A N

Y O

N R

O A

D B

R

ID

G E

(A P

P R

O X /4 M

IL

E E

A S

T O

F V

IA

L

O M

A S D

E Y

O R

B A W T

O

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 P

H A

S E

B

S A

N T

A A

N A R

IV

E R M

A

IN

S T

E M

C H

U C

K M

E S

A P .E

400400

400400

1352+00 1353+00 1354+00 1355+00 1356+00 1357+00 1358+00 1359+00 1360+00 1361+00

P V

C

.0

P V I .0

E L .2

P V

T

.0

P V

C

.6

P V I .6

E L .4

P V

T

.6

L = 50.00'

L = 50.00'

E L .2

E L .5

E L .1

E L .5

S= 1.17% S= 0.20%

P V

C

.5

E le v

.1

P V I .0

E L .3

P V

T

.5

E le v

.9

P V

C

.9

E le v

.7

P V I .9

E L .4

P V

T

.9

E le v

.3

L = 125.00' L = 100.00'

S= 8.

S= -0.59%

S= -0.16%

GROUTED STONE

LEGEND:

RIPRAP

CONCRETE

MAINTENANCE ROAD

PROFILE

HORIZ. SCALE: 1 IN = 50 FT

VERT. SCALE: 1 IN = 10 FT

PLAN

SCALE 1 IN = 50 FT

S=0.36%

S=0.37%

STONE

TOE OF GROUTED

C-10

AS SHOWN

FLOW

1.

4.

REFERENCE NOTES:

5.

6.

3.

STONE

TOE OF GROUTED

CONTROL LINE

H :1

V

EXCAVATION

BOTTOM OF

S T

A T

O S

T A

P L

A N A

N D P

R O

F

IL

E

S T

A .7

EL 376.48

EL 350.95

EL 379.69

EL 354.27

EL 374.00

EL 384.06

INSTALL CABLE FENCE.

TCE

TCE

GENERAL NOTES:

CONSTRUCTION NOTES:

STAGING AREA

E

E

N

-I

N R

C P

S T

A .7

L A P

A L

M A A

V E

WOLF CIFFART

TOP OF RIPRAP

EXTEND SIDE DRAIN STRUCTURE PER SHEET SD-11.

S T

A M

A T

C H L

IN

E S

E E S

H E

E T C -1

A M

A T

C H L

IN

E S

E E S

H E

E T C -0

9 S

ID

E D

R

IN

-I

N D

IA

R

C P

BOUNDARY

ORANGE GROVE

EXISTING

TCE

.5

H :1

V

2. CABLE FENCE AND CURBS NOT SHOWN ON PLAN FOR CLARITY.

PROJECTED ONTO PROFILE.

1. TOP AND TOE OF GROUTED STONE, SIDE DRAIN, AND CABLE FENCE ARE

(TYP)

MAINTENANCE ROAD

CONSTRUCT GROUTED STONE PER PLANS.

CONSTRUCT RIPRAP.

3. FINAL GRADING AND TOE ROAD NOT SHOWN ON PLAN FOR CLARITY.

4. LANDSCAPING LIMITS NOT SHOWN ON PLAN FOR CLARITY.

7.

8.

PI(29 )

PI(28)

1.1.

2.

CONSTRUCT MAINTENANCE ROAD.

8 CONSTRUCT CONCRETE RAMP.

FOR SIDE DRAINS, SEE SHEETS SD-01 THROUGH SD-17.

C-29.

FOR FINAL GRADING AND TOE ROAD, SEE SHEETS C-25 THROUGH

J

X

FOR CROSS-SECTIONS, SEE SHEETS CS-01 THROUGH CS-12.

ALONG CONTROL LINE

DESIGN GRADE

ALONG CONTROL LINE

EXIST. GRADE

TOP OF GROUTED STONE

BOTTOM OF RIPRAP/

LIMIT

EXCAVATION

TOP OF GROUTED STONE

BOTTOM OF RIPRAP/

AC

EXISTING

ACCESS

PROJECT

SEE S

HEET C

-22

DETAIL

S,FOR U

NDERCROSS

ING

M A

T C

H E

X

IS

T

IN

G A

C

E N

D M

A

IN

T E

N A

N C

E R

O A

D

S T

A

.0

E X

IS

T

IN

G G

A T E

R E

M O

V E A

N D R

E P

L A

C E

B E

G

IN

M

A

IN

T E

N A

N C

E R

O A

D

E N

D C

O N

C R

E T E R

A M

P

S T

A

.8

STAGING AREA

R O

A D R /W

SEE SHEETS T-05 AND T-06.

FOR SURVEY CONTROL POINTS, AND CURVE DATA,

FOR TCE COORDINATE POINTS, SEE SHEETS T-07, T-08, AND T-09.

FOR TYPICAL SECTIONS, SEE SHEETS C-16 AND C-17.

FOR CABLE FENCE DETAILS, SEE SHEET M-01.

FOR LANDSCAPING FEATURES, SEE SHEETS L-01 THROUGH L-19.

ORANGE GROVE

J .U re n a

L .D o

J .U re n a

SEE SHEET M-07

EXISTING FEATURES,

GAS LINE (PIP)

EXIST. 8 IN

0 10 10 20FT

SCALE: 1''= 10'

0 50 50 100FT

SCALE: 1''= 50'

EL. 380

RIPRAP TO

E .K

/1

/1

R

E V P

R O

F

IL

E

A M

T

A

R E

V

A

FOR SURFACE FINISH

SEE SPEC 03 36 00

N.T.S.

SECTION A-A

CUT OFF WALL DETAIL

2(TYP.)

2%

6" ABC

4" AC

RIPRAP

LC

2(TYP.)

2%

6" ABC

C

ROAD

FOR CURB

SEE DETAIL A ON SHEET C-18

STA. 1353+01.27 TO STA. 1390+00

TYPICAL SECTION

MAINTENANCE ROAD

STA. 1390+00 TO STA. 1399+60

TYPICAL SECTION

CREST ROAD

RIPRAP

15' AC

15' ABC

(PROJECTED)

STONE

24" GROUTED

CUT OFF WALL

5' GROUTED STONE

A

A

TOP OF GROUTED STONE, SEE PROFILE FOR ELEVATION

N.T.S.

FOR ELEVATION

STONE, SEE PROFILE

TOE OF GROUTED

TOP OF RIPRAP

(PROJECTED)

STONE

24" GROUTED

MATERIAL

6" BEDDING

MATERIAL

6" BEDDING

N.T.S.

STAGE 1:

GROUTED STONE

CONSTRUCTION OF

AFTER STAGE 1

CONSTRUCTION OF RIPRAP

STAGE 2:

STONE AND RIPRAP INTERFACE

CONSTRUCTION OF GROUTED

MATERIAL

BEDDING

CUT OFF WALL

GROUTED STONE

PROFILE)

(OR RIPRAP PER

GROUTED STONE

(PROJECTED)

MATERIAL

6" BEDDING

2'

5'

AS SHOWN

C-17

TOP OF BANK

2%

GRADE

EXIST. EXCAVATION

S E

E P

R O

F

IL

E V

A R

IE

S

N.T.S.

TOP OF RIPRAP, SEE PROFILE FOR ELEVATION

C

TOP OF GROUTED STONE, SEE PROFILE FOR ELEVATION

SLOPE 5%

V A

R

IE

S S

E E P

R O

F

IL

E

2%

15'

TOE OF GROUTED STONE

1.5

TOP OF BANK

2%

GRADE

EXIST. EXCAVATION

S E

E P

R O

F

IL

E V

A R

IE

S

N.T.S.

TOP OF RIPRAP, SEE PROFILE FOR ELEVATION

C

TOP OF GROUTED STONE, SEE PROFILE FOR ELEVATION

SLOPE 5%

V A

R

IE

S S

E E P

R O

F

IL

E

2%

STA. 1390+07 TO STA. 1399+60

TYP. SECTION

15'

TOE OF GROUTED STONE

1.5

TOP OF BANK

2%

GRADE

EXIST. EXCAVATION

S E

E P

R O

F

IL

E V

A R

IE

S

N.T.S.

TOP OF RIPRAP, SEE PROFILE FOR ELEVATION

C

TOP OF GROUTED STONE, SEE PROFILE FOR ELEVATION

SLOPE 5%

V A

R

IE

S S

E E P

R O

F

IL

E

2%

STA. 1366+80 TO STA. 1390+07

TYP. SECTION

15'

TOE OF GROUTED STONE

1.5

BLOCKWALL

TOE ROAD

TOE ROAD

TOE ROAD

2.5'

2.5'

FENCE

EXIST.

LA PALMA AVE

EXCAVATION

LIMIT OF

T Y

P

IC

A L S

E C

T

IO

N S A

N D C

U T O

F F W

A L L

2%

EXCAVATION

LIMIT OF

2%

EXCAVATION

LIMIT OF

2%

N.T.S.

N.T.S.

STA. 1353+01.27 TO STA. 1366+80

TYP. SECTION

BACKFILL

COMPACTED

BACKFILL

COMPACTED

BACKFILL

COMPACTED

L .D

L .D

F .O

TCE

TCE

TCE

TCE

FILL

COMPACTED

(SALVAGE)

EXIST. RIPRAP

STONE (SALVAGE)

EXIST. DERRICK

STONE (SALVAGE)

EXIST. DERRICK

(SALVAGE)

EXIST. RIPRAP

FILL

COMPACTED

STONE (SALVAGE)

EXIST. DERRICK

(SALVAGE)

EXIST. RIPRAP

FILL

COMPACTED

SECTION)

(SEE TYPICAL

ROAD

MAINTENANCE

SECTION)

(SEE TYPICAL

ROAD

MAINTENANCE

SECTION)

(SEE TYPICAL

ROAD

CREST

2.5'

VARIES, SEE PLANS

VARIES, SEE PLANS

TCE

TCE

VARIES, SEE PLANS24" RIPRAP

MATERIAL

6" BEDDING

STONE

24" GROUTED

MATERIAL

6" BEDDING

STONE

24" GROUTED

24" RIPRAP

MATERIAL

6" BEDDING

STONE

24" GROUTED

24" RIPRAP

GROUTED STONE

TOP OF

MATERIAL

6" BEDDING

STONE

24" GROUTED

24"

BEDDING MATERIAL

TOP OF

24" RIPRAP

MATERIAL

6" BEDDING

TOP OF GROUTED STONE

BOTTOM OF RIPRAP

CONSTRUCTION

STAGE 1

NOTES:

1. CABLE FENCE NOT SHOWN FOR CLARITY

1. FOR TOE ROAD DETAILS, SEE SHEET C-16.

REFERENCE NOTES:

2. FOR GROUTED STONE AND RIPRAP INTERFACE, SEE DETAIL BELOW.

1' ABC

A R

E V

C A

L L O

U T

A M

T

/1

/1

E .K

R E

V

A

MAINTENANCE ROAD

REMOVE EXIST. 4" AC

MAINTENANCE ROAD

REMOVE EXIST. 4" AC

MAINTENANCE ROAD

EXIST. 6" ABC

SAFETY PAYS

VALUE ENGINEERING PAYS

D E

S

IG

N E

D B

Y

D R

A W

N 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

A C

T

IN

G C

H

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F

D E

S

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N B

R A

N C

H

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B

C

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A

B

C

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SHEET

Plot Date:

C O

R P

S O

F E

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IN

E E

R S

L O

S A

N G

E L E

S

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

C H

E C

K E

D B

Y

SCALE:

S P

E C

N O

W P

L -1

-B -0

L S

A R

R P

H

B C

.d g n

F

IL

E N

A M

E

O R

A N

G E C

O U

N T

Y

C A

L

IF

O R

N

IA

A P

P R

O X M

IL

E E

A S

T O

F G

Y P

S U

M C

A N

Y O

N R

O A

D B

R

ID

G E

(A P

P R

O X /4 M

IL

E E

A S

T O

F V

IA

L

O M

A S D

E Y

O R

B A W T

O

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 P

H A

S E

B

S A

N T

A A

N A R

IV

E R M

A

IN

S T

E M

C H

U C

K M

E S

A P .E

DIRT

357.5

359.2

359.0 369.1

357.6

374.9

376.1

MANHOLE_SEWER

MANHOLE_WATER

MANHOLE_SEWER

S

S

W

380 380

GROUTED STONE

BIKEWAY

DG TRAIL

LEGEND:

RIPRAP

380380

380380

0+80 1+00 2+00 3+00 4+00 5+00 6+00 7+00

SAFETY PAYS

VALUE ENGINEERING PAYS

D E

S

IG

N E

D B

Y

D R

A W

N 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

A C

T

IN

G C

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F

D E

S

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8/19/2016

SHEET

Plot Date:

C O

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S O

F E

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IN

E E

R S

L O

S A

N G

E L E

S

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

C H

E C

K E

D B

Y

SCALE:

S P

E C

N O

W P

L -1

-B -0

L S

A R

R P

H

B C

.d g n

F

IL

E N

A M

E

O R

A N

G E C

O U

N T

Y

C A

L

IF

O R

N

IA

A P

P R

O X M

IL

E E

A S

T O

F G

Y P

S U

M C

A N

Y O

N R

O A

D B

R

ID

G E

(A P

P R

O X /4 M

IL

E E

A S

T O

F V

IA

L

O M

A S D

E Y

O R

B A W T

O

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 P

H A

S E

B

S A

N T

A A

N A R

IV

E R M

A

IN

S T

E M

C H

U C

K M

E S

A P .E

L L

L L

L L

L L

L L

L L

L L

L L

FLOW

LIMITS

EXCAVATION

APPROX.

.5

H :1

V

H :1

V

GROUTED STONE

TOE OF

N.T.S.

S

BIKEWAY

DG TRAIL

SIDE DRAIN

RIPRAP

DG TRAIL

GROUTED STONE

HORIZ. SCALE: 1 IN = 30 FT

BIKEWAY

EXISTING GRADE

PROJECTED DG TRAIL

CABLE FENCE

PROFILE ALONG BIKEWAY AT REST STOP

PLAN

VERT. SCALE: 1 IN = 10 FT N

X

CABLE FENCE

0 10 10 20FT

SCALE: 1''= 10'

0 30 30 60FT

SCALE: 1''= 30'

TOP SOIL (LANDSCAPE)

CONTROL LINE

LAYOUT LINE (LL )

PI(1)

PI(2 )

PI(3 )

POB

POE

B A

N K S

T A .1

L A

Y O

U T L

IN

E S

T A

B A

N K S

T A .2

L A

Y O

U T L

IN

E S

T A .2

AS SHOWN

R E

S T S

T O

P

C-21

LAYOUT LINE (LL) CURVE DATA

POB PI(1 ) PI(2 ) POEP.I. NO.

NORTHING

EASTING

B.C. STA.

E.C. STA.

R=

T=

L=

623,282.95

1,552,951.66

623,412.29

1,553,535.87

623,292.96

1,553,105.61

10°59'34.49"

1,520'

146.26'

291.63'

1+08.00

3+99.64

5+05.46

6+65.41

6+69.31

6+77.09

623,377.29

1,553,426.80

3°03'17.60"

3,000'

80.00'

159.95'

623,404.08

1,553,510.40

0°05'20.85"

5,000'

3.89'

7.78'

PI(3 )

K

L

N K S

T A .1

L A

Y O

U T L

IN

E S

T A

B A

N K S

T A .2

L

A Y

O U

T L

IN

E S

T A .2

2%

RIPRAP

DG TRAIL

STONE

GROUTED

S E

E P

R O

F

IL

E V

A R

IE

S

BIKEWAYDG

SCALE: 1 IN = 30 FT

M

INSTALL LANDSCAPING PER SHEET L-18

D

L D

J U

N.T.S.

2%

DG TRAIL

S E

E P

R O

F

IL

E V

A R

IE

S

BIKEWAYDG

GROUTED STONE

SEE SHEET M-07

EXISTING FEATURE

SEE NOTE 1

ALONG LAYOUT LINE

CABLE FENCE

REFERENCE NOTES:

NOTES:

1.FOR EXISTING FEATURES, SEE SHEET M-07.

1.

9' 8'

N.T.S.

CONCRETE MOWSTRIP CURB

6"

SEE PROFILE FOR ELEVATION

TOP OF SLOPE,

SEE PROFILE FOR ELEVATION

TOP OF SLOPE,

C C

PER SHEET L-18

INSTALL LANDSCAPING

LANDSCAPE

CURB

MOWSTRIP

CONCRETE

DG TRAIL

2.

STATIONS LL 2+05 AND LL 5+60.

INSTALL CABLE FENCE ALONG LAYOUT LINE BETWEEN

CENTER OF MOWSTRIP

#4 REBAR CONTINOUS,

3.

4.

EXPOSED EDGES

0.5" RADIUS ON

5.

FOR USE AS IRRIGATION POINT OF CONNECTION.

WATERLINE REACHES REST STOP LANDSCAPE SLOPE

LARGER THAN THE EXISTING WATERLINE. ENSURE

BURY MINIMUM 36”AND PROTECT IN SLEEVE 1"

PLACE. IF LOCATED UNDER THE BIKEWAY OR TRAIL,

CONTRACTOR TO LOCATE WATERLINE AND PROTECT IN

LOCATION OF EXISTING 3" WATERLINE IS UNCERTAIN.

LANDSCAPED SLOPE AREAS.

TOP OF MOWSTRIP CURB FLUSH TO DG AND 2" ABOVE

CURB AT 10' MAXIMUM SPACING AND AT ANGLE POINTS.

CONSTRUCT WEAKENED PLANE JOINTS ON MOWSTRIP

COMPACTED FILL OR COMPACTED NATIVE GRADE.

PLACE CONCRETE FOR MOWSTRIP CURB ON

STA. 1317+00 TO STA. 1318+75, AND STA. 1320+50 TO STA. 1322+00

TYP. SECTION AT REST STOP

REST STOP - STA. 1318+75 TO STA. 1320+50

TYP. SECTION

A M

IS

C

R E

V

IS

IO

N S

A M

T

/1

/1

E .K

R E

V

A

6.A

BLOCK RETAINING WALL

SEGMENTAL CONCRETE

A

(P.I.P.)

MANHOLE

EXISTING

(P.I.P.)

16-IN SEWER LINE

EXISTING

(PIP)

GAS LINE

EXIST. 8-IN

LINE

ALONG CONTROL

CABLE FENCE

SEE DETAIL

CURB,

MOWSTRIP

CONCRETE

SEE DETAIL

CURB,

MOWSTRIP

CONCRETE

WATERLINE, SEE NOTE 2

OF 3-IN PRESSURIZED

APPROX. LOCATION

A

CAPSTONE

FROM VERTICAL

WALL BATTER

RETAINED SOIL

DEPTH

EMBEDMENT

12" ß

GRADE

FINISHED

LESS THAN 10% FINES

WALL ROCK 0.25" TO 1.5"

WELL GRADED GRANULAR

WALL ROCK

TOPSOIL AND

BETWEEN

TO BE PLACED

FILTER FABRIC

BLOCK WALL PLAN VIEW

MIN.

12"4' 4'

MIN.

12"

2'

MIN.

12"

C

C

DIFFERENT WING WALL CONFIGURATIONS ARE ALLOWED.

WALL ALIGNMENT IS CONCEPTUAL. DESIGN SUBMITTALS SHOWING

N.T.S.

A

GRADE OF SLOPE.

MIN. 6" BETWEEN TOP OF CAPSTONE AND FINISHED

BLOCK AND EDGE OF REST STOP CONC. PAD. PROVIDE

FOR BLOCK WALL: PROVIDE MIN. 12" BETWEEN FACE OF

DIMENSION)

PAD, (FIELD VERIFY

EXIST. 4'X8' CONC.

*THE PURPOSE OF THIS SKETCH IS FOR PRELIMINARY DESIGN ONLY

SEGMENTAL CONCRETE BLOCK RETAINING WALL *

N.T.S.

VENTED TO DAYLIGHT

4" TOE DRAIN PIPE

BLOCK WALL

HEIGHT

WALL

EXPOSED

2'-8"

UNITS (LAU)

LONG ANCHORING

CONC. UNIT WITH

UNITS (SAU)

SHORT ANCHORING

CONC. UNIT WITH

MANHOLE_WATERW

SAFETY PAYS

VALUE ENGINEERING PAYS

D E

S

IG

N E

D B

Y

D R

A W

N 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

A C

T

IN

G C

H

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F

D E

S

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R A

N C

H

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B

C

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B

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Plot Date:

C O

R P

S O

F E

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IN

E E

R S

L O

S A

N G

E L E

S

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

C H

E C

K E

D B

Y

SCALE:

S P

E C

N O

W P

L -1

-B -0

L S

A R

R P

H

B C

.d g n

F

IL

E N

A M

E

O R

A N

G E C

O U

N T

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C A

L

IF

O R

N

IA

A P

P R

O X M

IL

E E

A S

T O

F G

Y P

S U

M C

A N

Y O

N R

O A

D B

R

ID

G E

(A P

P R

O X /4 M

IL

E E

A S

T O

F V

IA

L

O M

A S D

E Y

O R

B A W T

O

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 P

H A

S E

B

S A

N T

A A

N A R

IV

E R M

A

IN

S T

E M

C H

U C

K M

E S

A P .E

GROUTED STONE

BIKEWAY

DG TRAIL

LEGEND:

RIPRAP

CONCRETE

MAINTENANCE ROADFLOW

N

AS SHOWN

C-22

SCALE 1 IN = 30 FT

PLAN

.5

H :1

V

SIDE DRAIN

JOIN TO EXISTING

SAW CUT AND

SIDE DRAIN

S T

A .9

TCE

REMOVE EXISTING FENCE

TCE

ACCESS

PROJECT

N.T.S.

A

A

P L

A N D

E T

A

IL

A

T B

R

ID

G E

TOE ROAD

AT EXISTING DRIVEWAY

PROJECT ACCESS

EXISTING CONCRETE MEDIAN

X

0 30 30 60FT

SCALE: 1''= 30'

N.T.S.

16'

CONCRETE

REINFORCED

DETAIL "C"

SEE DETAIL "C" HEREON

CONCRETE RAMP,

S T

A .3

STA. 1348+81.28 TO STA. 1352+39.40

SECTION A-A

S T

A .2

S T

A .5

G

J .U

L

D

L

D

EL. 372.56

EL. 368.56

E 1,556,250.55

N 624,121.26 E 1,556,287.72

N 624,136.06

EL. 375.75

EL. 371.74

DRIVABLE SURFACE

WITH SMOOTH

RIVER ACCESS

CONSTRUCT

CONSTRUCTION NOTES:

SEE SHEET M-07

EXISTING FEATURE

SUBGRADE

COMPACTED

(P.I.P.)

CHAIN LINK FENCE

EXISTING

FENCE

CHAIN LINK

INSTALL

DOUBLE GATE

INSTALL

CHAIN LINK FENCE

INSTALL

(P.I.P.)

CHAIN LINK FENCE

EXISTING

#6 @ 12" CENTERED

-I

N

-I

N

-I

N

ABC

B E

G

IN

C

H A

IN

L

IN

K F

E N

C E

E N

D C

A B

L E F

E N

C E

S T

A

FENCE

CABLE

INSTALL

F E

N C

E

E N

D C

H A

IN

L

IN

K

S T

A

C O

N C

R E T E R

A M

P

J O

IN

B

IK

E W

A Y

O

A .2

F E

N C

E

B E

G

IN

C

H A

IN

L

IN

K S

T A

B E

G

IN

C

A B

L E F

E N

C E

E N

D C

H A

IN

L

IN

K F

E N

C E

S T

A

SEE NOTE 2

SEE NOTE 2

BRIDGE

GYPSUM CANYON

#5 @ 12"

1.

2.

PRIOR TO INSTALLATION.

(714-961-7170) TO SCHEDULE A SITE INSPECTION

SHALL CONTACT THE CITY OF YORBA LINDA

CALTRANS STANDARD SPECIFICATIONS. CONTRACTOR

LATEST EDITION OF THE CALIFORNIA MUTCD AND

ACTUAL CLEARANCE. SIGNS SHALL CONFORM TO THE

CONTRACTOR TO THE NEAREST INCH NOT EXCEEDING THE

UNDERCROSSING CLEARANCES SHALL BE MEASURED BY THE

SIDES OF THE UNDERCROSSING. THE FINAL

CENTERED OVER THE TRAVELED WAY ON THE APPROACH

SUPERSTRUCTURE. THE W12-2A PLAQUE SHOULD BE

PLAQUE ON SIDES OF THE GYPSUM CANYON BRIDGE

CONTRACTOR SHALL MOUNT LOW CLEARANCE W12-2A

1352+39.40.

NO CONCRETE CURB FROM STA. 1348+81.28 TO STA.

IN

S

T A

L L D

O U

B L E G

A T E

B E

G

IN

M

A

IN

T E

N A

N C

E R

O A

D

E N

D C

O N

C R

E T E R

A M

P

S T

A

.8

A /1

/1

E .K

R E

V

A

14 CONSTRUCT CONCRETE CRADLE.

AC TRAIL

EXISTING

10" CONCRETE

6" ABC

#5 @ 12"

C L

R4

C L

R

.5

(TYP)

CLR

3"

(TYP)

CLR

3"

24"

TYP

14"

TYP

(TYP)

"2

13'-7

72" RCP

AC

EXISTING

MATCH

2.

A D

D E

D C

O N

C

C R

A D

L E

A M

T

B B

A

N.T.S.

CONCRETE CRADLE

SECTION B-B

H S

E E N

O T

E

L

H S

E E N

O T

E

TYP

C.J. TYPE "J"

H = 5'-6" AT ROADSIDE

H = 5'-4" AT RIVERSIDE

H = 5'-9" AT ROADSIDE

H = 5'-7" AT RIVERSIDE

HEIGHT OF CRADLE VARIES.

L

L

R

R

A

A

A

(TYP)

SUBGRADE

COMPACTED

#5@12"

D E

S

IG

N E

D B

Y

D R

A W

N 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

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V

IS

IO

N S

D

IS

T R

IC

T F

IL

E N

O

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B M

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D B

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A C

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IN

G C

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IG

N B

R A

N C

H

12345678

A

B

C

D

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A

B

C

D

8/19/2016

SHEET

Plot Date:

C O

R P

S O

F E

N G

IN

E E

R S

L O

S A

N G

E L E

S

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

C H

E C

K E

D B

Y

SCALE:

S P

E C

N O

W P

L -1

-B -0

L S

A R

R P

H

B C

U .d g n

F

IL

E N

A M

E

O R

A N

G E C

O U

N T

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C A

L

IF

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IA

A P

P R

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IL

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A S

T O

F G

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S U

M C

A N

Y O

N R

O A

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ID

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(A P

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B A W T

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T A A

N A R

IV

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N N

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C H P

H A

S E

B

S A

N T

A A

N A R

IV

E R M

A

IN

S T

E M

C H

U C

K M

E S

A P .E

0+20

390390

390390

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

E L E

V A

T

IO

N

E L E

V A

T

IO

N d o n e b y

USA

CE.

b y Jo h n so n a n d fran k as wel l as in house surveys for a c c ura c y an d d o match up with surveys d o n e -Some perm anent fe a tures have be e n re-surveyed o u tcro p p in g etc.).

an d to p o g ra phy (i.e.

roads, bui l din g s, rock field verifica tio n of co n trol network for new dataset, Usin established proje c t co trol, per f orm .pad. Al l ma tched u p to wi t hin a 0.1 sFT.

-Verified m an h o les, to p o g rap h ic area, an d co n crete chan g es/co n v ersio s data must be field verified.

If dr a win g or surfa c e req u ires .-have be en fol l owed Verif y that CA

D Standards were fol owed.

.-it is.

Microstat i n.

Veri y that the drawin g is spat i ally cor r e c t in .-U.S.

Sur vey fe e t

Wha t Workin g Units are used?

.VI (4

US Fo o t -set cor r e c t l y: N A

D California State Planes, Zo e Ch e ck Geo g rap h ic Coordinate System .-listed i n n o tes an shown.

sure the co n v ersio n statement is l sted.

local his toric datums to N

A D an d N

A V

D make I there is a datum conversio f r om .3

.5

.8

.14

OCS 1L-

-89

3.6

73.5

.4

.0

.8

.3

OCS 1L

-8

.4

.5

.6

.5

.4

.7

6 VERIF

IED LOCAL CO

N

TROL:

.5

.7

.3

PBA-

.3

.5

PBA-

E

L E

V

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N

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G N

O

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A

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N

TROL: N

A D

N

G V

D

-is p p ro p riate:

surv e y data an d if i t is ap p ro p riate.

Determine what co trol was used for the .-ye s req u irement.Ident i fy stated a c c ura c y, es i t match

9.-N/ A pro c ed u res.Che c k for Proje c t Rep rt.

Lo k for Q A

/QC

8.-N /A co m pletenes s .Che c k del i verable pa c kage for 7.-F ield to p o an d p h o to g ram m etry or t h o p h o to g rap h planimetric, int fi e, dtm, etc.

h oto g ram m etry, b u n ary, co trol, ty pe….

bath metry, field to

LiD

R, Ident fy data col l e c t i o n meth o d an

Compat i ble.

p o ints fi l e he der, etc.

li s ted an d labeled o n the drawin disc, in Che k to make sure that al l metadata is

N/A

O btain Data Management Plan (DMP).

N/A p ertain to the data or the proje c t.other pert i nent d cuments.

These d cuments may Obtain Sco e of Work (SOW), Plans, Spe s, or 3.for Re c h 9 Phase 5 b .-For Olufu n k e A.

Ojuri to cre te plans an d spe c s Ident i fy inten d ed use.2.Jan u ary to March 2

.USACE in h o u se RTK GP S No v ember 2

& Jo h n so n an d Fran k Ph o to g ram m etry 2

.1.Ident i fy data so u rc e

/originat i o n

L S A

R REACH 9 PH

A

SE 4&5 MERG

AS SHOWN

PLAN

1 IN. = 10 FT.

N

010 10 20

SCALE: 1" = 10'

CONSTRUCTION NOTES:

HEADWALL, WINGWALLS, AND APRON.

DEMOLISH AND DISPOSE OF EXIST. CONCRETE OUTLET STRUCTURE INCLUDING

AND ON SHEETS S-2 THRU. S-4.

WINGWALLS AND APRON PER PLAN, ELEVATION AND DETAILS ON THIS SHEET

CONSTRUCT NEW RCP CULVERT OUTLET STRUCTURE INCLUDING HEADWALL,

CULVERT EXTENDED SEGMENT AND THE OUTLET STRUCTURE.

STRUCTURAL EXCAVATION AND COMPACTION ARE REQUIRED FOR THE RCP

POINTS, SUCH THAT CONTROL LINE WILL BE ALIGNED WITH FLOWLINE OF THE RCP.

SHALL FIELD VERIFY TO LOCATE EXACT LOCATION FOR HORIZONTAL CONTROL

ARE NOT GUARANTEED EXACT LOCATIONS OF P.O.B AND P.O.E. THE CONTRACTOR

CONTROL POINTS PROVIDED ON THE PLAN ARE BEST APPROXIMATED AND

THE RCP FLOW LINE UTILIZING THE BEST INFO AVAILABLE. HORIZONTAL

THE RCP CULVERT CONTROL LINE WAS ALIGNED ALONG THE CENTERLINE OF

N.T.S.

DAYLIGHT

EXCAVATION

S T

A

.6

D E

T A

IL

S A

T B

A N

K S

T A .6

-I

N C

H C

U L

V E

R T E

X T

E N

S

IO

N P

L A

N

P R

O F

IL

E A

N D

COLLAR

CONCRETE

GATE

FLAP

CONTROL LINE

CULVERT

GROUND

EXISTING

SHEET S-02

ON THIS SHEET AND ON SHEETS S-02 THRU. S-03 AND CONCRETE COLLAR PER

CONSTRUCT RCP CULVERT EXTENDED SEGMENT PER PLAN, PROFILE AND DETAILS

(P.I.P.)

EXIST. RCP

BANK PROTECTION

EXCAVATION DAYLIGHT

BANK IMPROVEMENT

GROUTED STONE

TOE OF 24-IN.

(BANK PROTECTION)

CONTROL LINE

S T

A

.1

C

U T P

IP

E

S T

A

.6

I.

D

S=0.0065

GROUND SURFACE

APPROX. EXISTING

PROTECTION

RIPRAP SLOPE

TOP OF 24-IN.

S=0.02

S=0.02

A

B

TCE LIMITS

69.3' TO

S T

A

.2

S-1 FOR FLAP GATE

SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. SEE SHEET

EXISTING FLAP GATE SHALL BE REMOVED AND DISPOSED OF. NEW FLAP GATE

S T

A

.6

S=0.02

1 3

S T

A

.6

15'

SECTION A-A

N.T.S.

7.5' 7.5'

6'

T

H

IC

K A

T E

D G

E

OUTLET STRUCTURE

CONCRETE

R

K w a n

SD-10

OUTLET STRUCTURE DETAIL "A"

PLAN/PROFILE

SEE FINAL GRADING

GRADE TO DRAIN.

N

E. 1,556,000

E. 1,556,000

F L

O W

N ,1

HORIZONTAL SCALE: 1 IN. = 10 FT.

VERTICAL SCALE: 1 IN. = 10 FT.

CONTROL LINE PROFILE

CONCRETE SLAB CROSS SLOPE.

V-SHAPED CONCRTE OUTLET STRUCTURAL CROSS SLOPE SHALL MATCH V-SHAPED

20'

RCP EXTENSION

8.5'

D .P h a m

B

V-SHAPED SLAB

CONCRETE

1.5

2'

S 4°40'34.90"E

1.5H:1V

2H:1V

E 1,555,978.39 N 624,220.00

CULVERT P.O.B.

CONTROL LINE

RCP CULVERT

EL. 368.53

EL. 370.00

E 1,555,995.46 N 624,011.26

CULVERT P.O.B.

EL. 368.13

OVER 6 IN. BEDDING MATERIAL

24 IN. GROUTED STONE

RCP

72-IN.

S=.0065

EL. 370.06

15'

DRAIN

V-SHAPED SLAB AND VERTICAL

OUTLET STRUCTURE, CONCRETE

AND DETAIL "A" ON THIS SHEET FOR

SEE STRUCTURAL SHEETS S-01, S-02

TOE ROAD SURFACE

MATCH TOP OF FINISHED

ROAD SURFACE

TOP OF FINISHED TOE

V-SHAPED SLAB

CONCRETE

15' TOE ROAD

DRAIN

VERTICAL

10' WIDE

D P h a m

J In th ir a th

EXCAVATION

BACKFILL

COMPACTED

OVER 6 IN. BEDDING MATERIAL

24 IN. GROUTED STONE

.5

.5

A

10'

RIPRAP

SLURRY MIX

7' WIDE

8"

OF ABC

6" THICK LAYER

MATERIAL

COMPACTED SUBGRADE

18" THICK LAYER OF

STA. 1348+36.64

PROTECTION

BANK

STA. 0+46.13

WING WALL

CULVERT HEADWALL/

FENCING ON RCP

SEE SHEET M-03 FOR

CABLE FENCE

EXCAVATION

BANK PROTECTION

BOTTOM OF

(P.I.P.)

EXIST. 72" RCP

A

A E .K

R E

V

A

/1

/1

MIX

SLURRY

OF SLURRY MIX

PRIOR TO PLACEMENT

FORM THESE EDGES

BEDDING LAYER

PROTECTION OVER

RIPRAP SLOPE

1'

N.T.S.

SECTION B-B

MIN. TRENCH WIDTH

1.5 X PIPE O.D.

SAND BEDDING

A

M

IS

C

R E

V

IS

IO

N S

A M

T

120°

PIPE

BELOW

BEDDING

6" SAND

(SHEET C-22)

CONCRETE CRADLE

E .K

/1

/1

(A M

T

A D

D E

D C

O N

C R

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Plot Date:

C O

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L O

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E L E

S

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

C H

E C

K E

D B

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SCALE:

S P

E C

N O

W P

L -1

-B -0

L S

A R

R P

H

B C

M .d g n

F

IL

E N

A M

E

O R

A N

G E C

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N T

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C A

L

IF

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IA

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IL

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F G

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A N

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ID

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(A P

P R

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IL

E E

A S

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F V

IA

L

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A S D

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B A W T

O

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 P

H A

S E

B

S A

N T

A A

N A R

IV

E R M

A

IN

S T

E M

C H

U C

K M

E S

A P .E

AS SHOWN

J .S

J .S

J .U

M-07

SIGNS MONITORING WELL IN RIVER

ROAD MARKER

PROTECT IN PLACE

PROTECT IN PLACEREMOVE AND REPLACE

CONCRETE WALKWAY AND FENCE

SARI MONITORING WELL

SIGN

REMOVE AND REPLACE

LANDSCAPE BOULDERS (8 TOTAL)

SALVAGE AND REINSTALL

IRRIGATION CONTROLLER, WIRING, & ENCLOSURE

WELL

DESTRUCTION AS SPECIFIED

DESTRUCTION AS SPECIFIED DESTRUCTION AS SPECIFIED

DESTRUCTION AS SPECIFIED

WELL

REPAINT AT STA 1309+37

A

A

R E

V

B

E .K

R E

V

N O

T E

A M

T

REMOVE

/1

/1

AND INTERFERING CONNECTING PIPE

UNDER BRIDGE DRAINAGE GRATE

E .K

R E

V

N O

T E

A M

T

/1

/1

B

B

PROTECT IN PLACE

REST STOP AND SITE FURNISHINGS

REMOVE. REPLACE PER SHEET C-21

SEGMENTAL CONCRETE BLOCK RETAINING WALL

M

IS

C E

L L

A N

E O

U S E

X

IS

T

IN

G F

E A

T U

R E

S

C J

E

F

H

D

M

KA

B L

G

AS SHOWN

10. PROVIDE PLANT ESTABLISHMENT AND MAINTENANCE PER SPECIFICATIONS.

9. INSTALL 4-INCH LAYER OF MULCH OVER THE ENTIRE REST STOP LANDSCAPING AREA.

8. INSTALL JUTE NETTING AND FIBER ROLL ON SLOPES GREATER THAN 4:1.

7. INSTALL PLANTS AND TREE STAKING PER DETAILS B AND C ON SHEET L-19.

THE TYPES OF PLANTS.

6. MARK LOCATIONS OF PLANT MATERIAL WITH COLORED FLAGS TO DIFFERENTIATE

5. OBTAIN APPROVAL OF PLANT LOCATIONS PRIOR TO INSTALLATION OF BUBBLERS.

REUSE OF EXISTING LEIT CONTROLLER.

AVAILABLE WATER PRESSURE OF EXISTING IRRIGATION MAINLINE, AND OF POSSIBLE

AND PER IRRIGATION DETAILS SHOWN ON SHT. L-19. VERIFY LOCATION AND

4. DESIGN AND INSTALL AN AUTOMATIC BUBBLER IRRIGATION SYSTEM WITH BURIED LINES

HEIGHT IS MEASURED FROM FINISHED GRADE TO TOP OF BOULDER AFTER INSTALLATION.

BOULDERS ARE AS FOLLOWS: SIZE A = 3'L x 2'W x 18"H, SIZE B = 4'L x 3'W x 2'H.

LANDSCAPE ARCHITECT AND PER DETAIL A, SHT L-20. MININUM SIZES FOR NEW

3. INSTALL 8 SALVAGED AND 8 NEW BOULDERS IN LOCATIONS DIRECTED BY THE CORPS

2. PLACE AND PREPARE TOPSOIL PER SPECIFICATIONS.

WHICH CROSSES UNDER THE AC BIKEWAY TO REACH THE REST STOP SLOPE.

1. LOCATE AND PROTECT IN PLACE EXISTING 3" IRRIGATION MAINLINE (P.O.C.) IN PVC SLEEVE, REST STOP LANDSCAPING AND IRRIGATION NOTES:

9. PROVIDE PLANT ESTABLISHMENT AND MAINTENANCE PER SPECIFICATIONS.

8. INSTALL 4-INCH LAYER OF LARGE MULCH OVER THE ENTIRE REST STOP LANDSCAPING AREA.

7. INSTALL JUTE NETTING ON SLOPES GREATER THAN 4:1.

TYPES OF PLANTS.

6. MARK LOCATIONS OF PLANT MATERIAL WITH COLORED FLAGS TO DIFFERENTIATE

5. PRIOR TO INSTALLATION OF BUBBLERS, PLANT LOCATIONS MUST BE APPROVED.

4. DESIGN AND INSTALL AN AUTOMATIC BUBBLER IRRIGATION SYSTEM.

WATER METER AND BACKFLOW PREVENTOR.

CONNECTION AND OF POSSIBLE REUSE OF EXISTING LEIT CONTROLLER. IF REQUIRED INSTALL

3. VERIFY LOCATION AND AVAILABLE WATER PRESSURE OF EXISTING IRRIGATION POINT OF

LANDSCAPE ARCHITECT AND PER DETAIL A, SHT L-19.

2. INSTALL 8 SALVAGED AND 8 NEW BOULDERS IN LOCATIONS DIRECTED BY THE CORPS

1. PREPARE AND PLACE TOPSOIL PER SPECIFICATIONS.

REST STOP LANDSCAPING AND IRRIGATION NOTES:

B

B

B

BB

B

N 622,000 done by USACE. by Johnson and frank as well as in house surveys for accuracy and do match up with surveys done -Some permanent features have been re-surveyed outcropping, etc.).and topography (i.e. roads, buildings, rock field verification of control network for new dataset, Using established project contro l, perform 17.pad. All matched up to within a 0.1 sFT.-Verified manholes, topographic area, and concrete changes/conversions data must be field verified. If drawing or surface requires 16.-have been followedVerify that CAD Standards w ere followed. 15.-it is. Microstation. Verify that the drawing is spatially correct in 14.-U.S. Survey feetWhat Working Units are used?13.VI (406), US Foot-set correctly: NAD27 Californ ia State Planes, Zone Check Geographic Coord inate System12.-listed in notes and shown. sure the conversion statement is listed.

local/historic datums to NAD83 and NAVD88, make If there is a datum c onv ersion from 11.354.57 1548529.84627337.14OCS 1L-90-89353.63 155067 3.50625982.482013

4.071555956.89624200.32OCS 1L-93-89355.49 1549291.52626823.6320132038

9.54 1559054.48624457.792013 16 VERIFIED LOCAL CON TROL:528.539 1584476.78630847.357PBA-014530.501 1581061.3646

29570.503PBA-012ELEVATION EASTINGNO

RTHINGIDPRIMARY CONTROL: NAD 27 NGVD 29 -is appropriate: survey data and if it is appropriate.. Determ ine what control was used for the 10.-yesrequirement.Identify stated accuracy, does it match 9.-N/Aprocedures.Check for Project Report. Look for QA/QC 8.-N/Acompleteness.Check deliverable package for7.-Field top o and pho togrammetryorthophotography, planimetric, point file, dtm, etc.pho togrammetry, bound ary, control, type…..bathymetry, field topo, LiDAR, Id entify data collection method and 6.-Compatible.points file header, etc.listed and labeled on the drawing, on disc, in Check to make sure that all metadata is 5.-N/AObtain Data Management Plan (DMP).4.-N/Apertain to the data or the project.other pertinent documents. These documents may Obtain Scope of Work (SOW), Plans, Specs, or 3.for Reach 9 Phase 5b.- For Olufunk e A. Ojuri to create plans and specs Identify intended use.2.January to March 2016 .USACE in hou se RTK GPS November 201 5 & John son and Frank Photogrammetry 2013.1.Identify data source/origination.LSAR REACH 9 PHASE 4&5 MERG

L L

L L

L L

L L

L L

L L

L L

PLAN

N

B A

N K S

T A .2

L

A Y

O U

T L

IN

E S

T A .2

UPLAND VEGETATION PLANTINGS:

4 15 GAL. ARBUTUS 'MARINA' MARINA STRAWBERRY TREE LOW-BRANCHING FORM

5 15 GAL. PLATANUS RACEMOSA CALIFORNIA SYCAMORE

QTY SIZE BOTANICAL NAME COMMON NAME NOTES

(P.I.P.)

SEWER LINE

EXISTING

B B

020 20 40FT

SCALE: 1"=20'

L A

N D

S C

A P

IN

G R

E S

T S

T O

P

S L

W

D O

W

S L

W

SHEET C-21.

CONNECTION, SEE

IRRIGATION POINT OF

APPROX. LOCATION OF

AND LANDSCAPING, SEE NOTES

INSTALL IRRIGATION SYSTEM

SITE FURNISHINGS

P.I.P. REST STOP AND

SAFETY PAYS

VALUE ENGINEERING PAYS

D E

S

IG

N E

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IC

T

C H

E C

K E

D B

Y

SCALE:

S P

E C

N O

W P

L -1

-B -0

B n b p L -L

P L -1

.d g n

F

IL

E N

A M

E

O R

A N

G E C

O U

N T

Y

C A

L

IF

O R

N

IA

A P

P R

O X M

IL

E E

A S

T O

F G

Y P

S U

M C

A N

Y O

N R

O A

D B

R

ID

G E

(A P

P R

O X /4 M

IL

E E

A S

T O

F V

IA

L

O M

A S D

E Y

O R

B A W T

O

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 P

H A

S E

B

S A

N T

A A

N A R

IV

E R M

A

IN

S T

E M

C H

U C

K M

E S

A P .E

L-18

SCALE: 1 IN = 30 FT

LANDSCAPE BOULDERS (8) SALVAGED, (4) NEW SIZE A, (4) NEW SIZE B

'JOHN DOURLEY'

JOHN DOURLEY MANZANITAARCTOSTPHYLOS 5 GAL.12

'TWIN PEAKS #2'GAL

PROSTRATE COYOTE BUSHBACCHARIS PILULARIS 1 DEEP 31

'PIGEON POINT'

DWARF COYOTE BUSHBACCHARIS PILULARIS 3 GAL 9

LAUREL SUMACMALOSMA LAURINA 5 GAL 5

CALIFORNIA SYCAMORE PLATANUS RACEMOSA15 GAL 5

LOW BRANCHING FORMMARINA STRAWBERRY TREEARBUTUS 'MARINA'15 GAL 4

NOTESCOMMON NAME BOTANICAL NAME SIZE QTY

357.5

357.6

P.I.P.

DG TRAIL

359.2

DIRT 369.1

H :1

V

374.9

380 380

SEE NOTES.

CONTROLLER,

IRRIGATION

EXIST.

FLOW

E .K

A

R E

V

A

A

/1

/1

R

E V

IS

E D N

O T

E

A M

T .0

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LSARR9PH5BCU104.dgn 8/18/2016 4:22:17 PM

BORDER, BDRSHT3D-Eng.dgn