UNION PACIFIC Channel - Caltrans · union pacific railroad route 405 985 edwards st to irvine rd 12...

To Seal Beach

BOLSA

Ave

B

O

L

S

A

A

v

e

O

C

E

D

W

A

R

D

S

S

t

O

C

WESTMINSTER

UN

ION

PA

CIF

IC

RA

ILR

OA

D

ROUTE 405

985

ED

WA

RD

S

St

To Irvine

Rd

12 Ora

NO SCALE

IN ORANGE COUNTY

IN WESTMINSTER

405 17.9

980

990

995

1000

1005

1010

1015

975

970

965

960

955

BO

B B

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AR

GA

N

x

x

x

x

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DE

SIG

N E

NG

IN

EE

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LA

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IO

N

STATE OF CALIFORNIA

DEPARTMENT OF TRANSPORTATION

PROJECT PLANS FOR CONSTRUCTION ON

STATE HIGHWAY

PR

OJE

CT

MA

NA

GE

R

SHEET

DEL NORTESISKIYOU MODOC

HUMBOLDT

TRINITY SHASTA LASSEN

TEHAMA

MENDOCINOGLENN

BUTTE

PLUMAS

SIERRA

NEVADA

PLACERY

UBA

COLUSA

LAKE

YOLO

NAPASONOMA

EL DORADO

MARIN

AMADORALPINE

CA

LA

VERA

S

CONTRACOSTA

TUOLUMNEMONO

SANTA

CLARA

SANTA CRUZ

STA

NIS

LA

US

MARIPOSA

MERCED

MA

DER

A

FRESNO

MONTEREY

INYO

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OBISPO KERN

SANTA

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VENTURA

LOS ANGELES

SAN BERNARDINO

RIVERSIDE

IMPERIALSAN DIEGO

ORANGE

SOLANO

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NT

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SA

CR

A-

JOA

QU

INSAN

SAN

BENITO

SAN

LUIS

SU

TT

ER

SAN FRANCISCO

SAN MATEO

Dist COUNTY ROUTETOTAL

SHEETSTOTAL PROJECT

LOCATION MAP

DA

TE

PL

OT

TE

D =

>

11

:0

3

23

-O

C

POST MILES

No.

OF LICENSE AS SPECIFIED IN THE "NOTICE TO BIDDERS."

INDEX OF PLANS

TIM

E P

LO

TT

ED

=>

R

R

10-08-12

THE CONTRACTOR SHALL POSSESS THE CLASS (OR CLASSES)

PLANS APPROVAL DATE

RE

GI

ST

ER

E

D

PR O F ESS I O N

A

L

EN

GI

NE

ER

S

TA

TE

OF C AL I FOR NI A

No.

Exp.

CIVIL

PROJECT ENGINEER

REGISTERED CIVIL ENGINEER

DATE

THE STATE OF CALIFORNIA OR ITS

OFFICERS OR AGENTS SHALL NOT BE

RESPONSIBLE FOR THE ACCURACY OR

COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET.

CONTRACT No.

PROJECT ID

PROJECT NUMBER & PHASE

12-0L3004

UNIT12000202

s1146USERNAME =>

DGN FILE =>

RELATIVE BORDER SCALE

IS IN INCHES

0 2 31

CALTRANS WEB SITE IS: HTTP//WWW.DOT.CA.GOV/ 2992 12000202741BORDER LAST REVISED 7/2/2010

OFF-R

AM

P

Sta 10+0010

TO BE SUPPLEMENTED BY STANDARD PLANS DATED 2010

MO

HA

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09-30-13

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PM 17.9LOCATION OF CONSTRUCTIONU

NIO

N P

AC

IFIC

RAIL

ROA

D

GO

LD

EN

WE

ST

St

WESTM

INSTER

MALL

Westm

inster

Channel

AT WESTMINSTER MALL ROAD

10-09-12

G

O

L

D

E

N

W

E

S

T

S

t

O

C

ON-RAM

P

1 20

October 22, 2012

SHEET

No. DESCRIPTION

1 TITLE AND LOCATION MAP

2 UTILITY PLAN

3 CONSTRUCTION AREA SIGNS

4-6 TRAFFIC HANDLING PLANS

7 PAVEMENT DELINEATION PLAN

8 SIGN PLAN

9 SUMMARY OF QUANTITIES

10-14 ELECTRICAL PLANS

15-20 REVISED STANDARD PLANS

THE STANDARD PLANS LIST APPLICABLE TO THIS CONTRACT

IS INCLUDED IN THE NOTICE TO BIDDERS

AND SPECIAL PROVISIONS BOOK.

"A" LINE

ccc

c

sGO

LD

EN

WEST S

t

985990

ROUTE 405

C

I

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1

0

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W

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UTILITY PLAN

U-1

SB I-4

05 O

N-R

AM

P

MA

LL R

d

BO

LSA

Ave

SB I-4

05 O

FF-R

AM

P

NOTES:

ABBREVIATIONS:

WILSHIRE

6" OIL IN 12" CASING

SCG

16" GAS

WILSHIRE


TEXACO


ARCO


CHEVRON


CHEVRON


CHEVRON


x

x

x

x

x

Dist COUNTY ROUTEPOST MILES

TOTAL PROJECT

SHEET

No.

TOTAL

SHEETS

LA

ST

RE

VIS

IO

N

ST

AT

E O

F C

AL

IFO

RN

IA

- D

EP

AR

TM

EN

T O

F T

RA

NS

PO

RT

AT

ION

No.

Exp.

CIVIL

RG

IS

EE

D

PF S S

NA

EN

GI

NE

ER

S

TT

OF C L IFOR NIA


TIM

E P

LO

TT

ED

=>

DA

TE

PL

OT

TE

D =

>

12:52

23

-O

C

CH

EC

KE

D B

Y

CA

LC

UL

AT

ED

-

DE

SIG

NE

D B

YR

EV

IS

ED

BY

DA

TE

RE

VIS

ED

PLANS APPROVAL DATE

DATE

FU

NC

TIO

NA

L S

UP

ER

VIS

OR

R

THE STATE OF CALIFORNIA OR ITS OFFICERS

OR AGENTS SHALL NOT BE RESPONSIBLE FOR

THE ACCURACY OR COMPLETENESS OF SCANNED

COPIES OF THIS PLAN SHEET.

R

10

-0

8-1

2

USERNAME => s1288

DGN FILE => 12000202


IS IN INCHES

0 1 2 3UNIT 3003 PROJECT NUMBER & PHASEBORDER LAST REVISED 7/2/2010

1. FOR ACCURATE RIGHT OF WAY DATA, CONTACT

RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.

3

4

5

6

7

8

"E" L

INE

CHEVRON

4" OIL

SOUTHBOUND

WESTM

INSTER

(EXISTING)

BRANDON

TRAN

C58283

6/30/14

UT

IL

IT

Y E

NG

IN

EE

RIN

GC

HR

IS

TO

PH

ER

LE

LA

P N

GU

YE

N

BR

AN

DO

N T

RA

N0

0-0

0-0

0

2. LOCATIONS OF UTILITY FACILITIES SHOWN ON THESE PLANS

ARE APPROXIMATE AND SHALL BE VERIFIED BY THE CONTRACTOR

PRIOR TO CONSTRUCTION.

12000202741

10-09-12

R/W

R/W

R

/

W

R/W

CIT

Y R

/W

CIT

Y R

/W

SCE -SOUTHERN CALIFORNIA EDISON

SCG -SOUTHERN CALIFORNIA GAS COMPANY

SCE

OH 12 K Elect

VERIZON WIRELESS

UG Tel

2

10-22-12

12 Ora 405 17.9 20

SCALE: 1" = 50’




436 7 8 9 1 2 3

2

APPROVED FOR EXISTING UTILITY ONLY

To Seal Beach

BOLSA

Ave

St

WESTMINSTER

ROUTE 405

985

994

ED

WA

RD

S

St

To Irvine

980

990

995

1000

1005

1010

975

970

965

GO

LD

EN

WE

ST

x

x

x

x

x


TOTAL PROJECT

SHEET

No.

TOTAL

SHEETS

LA

ST

RE

VIS

IO

N

ST

AT

E O

F C

AL

IFO

RN

IA

- D

EP

AR

TM

EN

T O

F T

RA

NS

PO

RT

AT

ION

No.

Exp.

CIVIL

RE

GI

ST

ER

E

D

PR O F E S S I O N

AL

EN

GI

NE

ER

S

TA

TE

OF CAL IFOR NIA


TIM

E P

LO

TT

ED

=>

DA

TE

PL

OT

TE

D =

>

12:52

23

-O

C

CH

EC

KE

D B

Y

CA

LC

UL

AT

ED

-

DE

SIG

NE

D B

YR

EV

IS

ED

BY

DA

TE

RE

VIS

ED

PLANS APPROVAL DATE

DATE

FU

NC

TIO

NA

L S

UP

ER

VIS

OR

R





R

10

-0

8-1

2

USERNAME => s1288

DGN FILE => 12000202


IS IN INCHES

0 1 2 3UNIT PROJECT NUMBER & PHASEBORDER LAST REVISED 7/2/2010 12000202741

CS-1

2992

CONSTRUCTION AREA SIGNS

NO SCALE

CONSTRUCTION AREA SIGNSST

A

T

I

O

N

A

R

Y

M

O

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N

T

E

D

S

I

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N

S

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CODE

PANEL

SIZE AND SIZE

A

B

W20-1

QUANTITYN

o

.

O

F

P

O

S

T

S

I

G

N

M

E

S

S

A

G

E

4

C 61901

09-30-13

G20-2 END ROAD WORK 48" x 48" 1 - 4" x 4"

4

A

DE

SIG

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IV

IS

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AA

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B

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H

A

M

M

A

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A. KUCHI

MIL

I L

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ST

AM

AT

IO

N

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Westm

inster

WESTM

INSTER

MALL R

d

APPROVED FOR CONSTRUCTION AREA SIGN WORK ONLY

10-17-12

SB I-405 OFF-RAMP

SB I-405 ON-RAMP

WORK LOCATION

3

6

"

x

1

8

"

R

O

A

D

W

O

R

K

A

H

E

A

D

1 - 4" x 4"

312 Ora 405 17.9 20

10-22-12

NOTE:

LEGEND:S

I

G

N

L

O

C

A

T

I

O

N

S

S

H

O

W

N

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R

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,

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ailro

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1

7

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1

7

0

1

6

5

70

65

10

"A" LINEHOV

c

c

cc

x

x

x

x

x


TOTAL PROJECT

SHEET

No.

TOTAL

SHEETS

LA

ST

RE

VIS

IO

N

ST

AT

E O

F C

AL

IFO

RN

IA

- D

EP

AR

TM

EN

T O

F T

RA

NS

PO

RT

AT

ION

No.

Exp.

CIVIL

RE

GI

ST

ER

E

D

PR O F E S S I O N

AL

E

NG

IN

EE

R

S

TA

TE OF CAL IFOR N

IA



IS IN INCHES

CH

EC

KE

D B

Y

CA

LC

UL

AT

ED

-

DE

SIG

NE

D B

YR

EV

IS

ED

BY

DA

TE

RE

VIS

ED

0 1 2 3

PLANS APPROVAL DATE

DATE

FU

NC

TIO

NA

L S

UP

ER

VIS

OR

R





R

GO

LD

EN

WEST S

t

BO

LSA

Ave

985

ROUTE 405

5

6

7

8

4

3

"D" LIN

E

"B" L

INE

"C

" L

IN

E

"E" L

INE

ON

LY

x

x

x

x

x


TOTAL PROJECT

SHEET

No.

TOTAL

SHEETS

LA

ST

RE

VIS

IO

N

ST

AT

E O

F C

AL

IFO

RN

IA

- D

EP

AR

TM

EN

T O

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RA

NS

PO

RT

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ION

No.

Exp.

CIVIL

RE

GI

ST

ER

E

D

PR O F E S S I O N

AL

EN

GI

NE

ER

S

TA

TE

OF CAL IFOR NIA


TIM

E P

LO

TT

ED

=>

DA

TE

PL

OT

TE

D =

>

13:00

23

-O

C

FU

NC

TIO

NA

L S

UP

ER

VIS

OR

10

-0

8-1

2

USERNAME => s1216

DGN FILE => 12000202


IS IN INCHESUNIT 2992 PROJECT NUMBER & PHASE 12000202741BORDER LAST REVISED 7/2/2010

MIL

I L

IM

ST

AM

AT

IO

N

RN

MK

ON

LY

40

40

40

WESTM

INSTER

MA

LL R

d

3

+92.7

0

DE

SIG

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IV

IS

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N

F

D

A

C

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WE

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MIN

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MA

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MOHAMMAD

A

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09-30-13

EA

ST

Dr

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10-17-12

990

TRAFFIC HANDLING PLAN

TH-1

NOTES:

D

E

T

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R

M

I

N

E

D

B

Y

T

H

E

E

N

G

I

N

E

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R

.2. PORTABLE CHANGEABLE MESSAGE SIGNS (PCMS) SHALL BE PLACED AT BOTH ENDSO

F

T

H

E

C

O

N

S

T

R

U

C

T

I

O

N

A

R

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A

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I

C

A

T

I

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N

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F

C

L

O

S

U

R

E

S

A

N

D

ABBREVIATION:

L

E

G

E

N

D

:

P

O

R

T

A

B

L

E

C

H

A

N

G

E

A

B

L

E

M

E

S

S

A

G

E

S

I

G

N

X

PCMS

B

A

R

R

I

C

A

D

E

(

T

Y

P

E

I

I

I

)

F

A

S

F

L

A

S

H

I

N

G

A

R

R

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S

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N

F

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S

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C

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N

A

R

E

A

S

I

G

N

S

(

D

E

T

O

U

R

)

STATIONARY MOUNTED *

SIGN

A

B

CM4-10(LT)

P

A

N

E

L

S

I

Z

E

24" x 12"

24" x 12"

2

4

"

x

1

2

"

S

C

3

(

C

A

)

3

D2

4

"

x

1

2

"

*

F

O

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A

D

D

I

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I

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A

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C

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S

T

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S

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,

S

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C

S

-

1

R

t

e

4

0

5

S

B

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F

-

R

A

M

P

:

R

I

G

H

T

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W

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,

L

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r

,

L

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T

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BOLSA Ave.

CIT

Y R

/W

CIT

Y R

/W

R/W

R/W

R/W

R/W

2

5

APPROVED FOR TRAFFIC HANDLING WORK ONLY

WORK LOCATION

CLOSURE

SB GOLDENWEST St AT WESTMINSTER MALL RdEB WESTMINSTER MALL Rd AT SB 405 OFF-RAMPSB 405 OFF-RAMP LANES # 1 & 2

EM

4

-

8

a

3

0

"

x

1

8

"

D E T U ROM4-10R

A

DET URO SC3(CA) M4-10L

B C

D E T O U R

D3(Mod)D3(Mod) D3(Mod)BOLSA Ave BOLSA Ave BOLSA Ave

M4-10L

D

D E T O U R

D3(Mod)GOLDENWEST St

SIGN MESSAGE

D

E

T

O

U

R

(

R

t

)

/

B

O

L

S

A

A

v

e

DETOUR/BOLSA Ave

DETOUR (Lt)/BOLSA Ave

D

E

T

O

U

R

(

L

t

)

/

G

O

L

D

E

N

W

E

S

T

S

t

H 30" x 18"

I R11-2 30" x 18"

E

N

D

D

E

T

O

U

R

LANE CLOSED

ROAD CLOSED

C30 (CA)

I

A

D

(SB GOLDENWEST STREET DETOUR)

H

I

I

E

5

5

3

3

26

D3(Mod)

D3(Mod)

D3(Mod)

D3(Mod)

412 Ora 405 17.9 20

10-22-12

SCALE: 1" = 50’

S

B

G

O

L

D

E

N

W

E

S

T

S

t

:

R

I

G

H

T

O

N

W

E

S

T

M

I

S

T

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R

M

A

L

L

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d

,

L

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F

T

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N

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A

S

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r

,

L

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F

T

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B

O

L

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A

A

v

e

.

C

L

O

S

U

R

E

:

DETOURS:

SIGN

C

O

D

E

SIGN MESSAGE

P

O

R

T

A

B

L

E

C

H

A

N

G

E

A

B

L

E

M

E

S

S

A

G

E

S

I

G

N

No. OF

S

I

G

N

S

PCMSF 4

B

Y

T

H

E

E

N

G

I

N

E

E

R

S

H

A

L

L

B

E

D

E

T

E

R

M

I

N

E

D

SIGN

F

L

A

S

H

I

N

G

A

R

R

O

W

S

I

G

N

No. OF

S

I

G

N

S

FASC 1

S

I

G

N

S

I

G

N

C

O

D

E

EA

T

O

T

A

L

1

N

o

.

O

F

B

A

R

R

I

C

A

D

E

S

No. OF

SIGNS

SIGN

CODE

M4-10R

M4-10L

3

2

5

5

5

3

3

TOTAL

EA

R/W

1

2

4

15

6

6

7

8

9

12

3

4321987

19

240

8

2

1 2 3 4

234

6

6 789 1 2

1. SIGN LOCATIONS SHOWN ARE APPROXIMATE, EXACT LOCATIONS WILL BEA

L

T

E

R

N

A

T

I

V

E

R

O

U

T

E

S

.

E

X

A

C

T

S

I

G

N

M

E

S

S

A

G

E

S

W

I

L

L

B

E

D

E

T

E

R

M

I

N

E

D

B

Y

T

H

E

E

N

G

I

N

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R

.

C

O

N

S

T

R

U

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T

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R

R

O

W

(

2

E

A

)

(

P

a

)

T

Y

P

E

I

V

(

L

)

ARROW (3 EA)(Pa)T

Y

P

E

I

I

I

(

B

)

A

R

R

O

W

(

2

E

A

)

(

P

a

)

1

7

5

1

7

0

165

PI 74+

69.30

EC

71+

01.4

1

BC 6

8+99.2

8

70

65

10

EC -240+12.52

BC -240+12.52

EC -238+71.6

4

"A" LINE

HOV

HOVHOV

HOV

c

c

cc

GO

LD

EN

WEST S

t

BO

LSA

Ave

9

8

5

9

9

0

ROUTE 405 S/B

5

6

7

4

3

P

I

"

C

"

2

3

7

+

0

2

.

0

5

=

P

I

"

D

"

1

3

+

4

1

.

9

6

P

I

"

D

"

1

0

+

0

0

.

0

0

=

P

I

"

E

"

5

+

0

0

.

0

0

x

x

x

RE

VIS

ED

BY

DA

TE

RE

VIS

ED

0 1

MILI LIM STAMATIONRN

MK

MOHAMMAD

WE

STM

INST

ER

MA

LL

Rd

+57.4

6

+07.4

6

+13.4

8

+63.4

8

+34.5

7

+72.8

6

+60.1

4

+10.1

4

+34.5

7+92.7

4

+83.0

2

3

P

I

"

D

"

1

3

+

0

9

.

0

0

+92.7

0

+46.97

71.1

8

+05.2

9

11+11.9

8

12+42.7

4

13+90.2

9

x

x

x

x

x


TOTAL PROJECT

SHEET

No.

TOTAL

SHEETS

LA

ST

RE

VIS

IO

N

ST

AT

E O

F C

AL

IFO

RN

IA

- D

EP

AR

TM

EN

T O

F T

RA

NS

PO

RT

AT

ION

No.

Exp.

CIVIL

RE

GI

ST

ER

E

D

PR O F E S S I O N

AL

EN

GI

NE

ER

S

TA

TE

OF CAL IFOR NIA


TIM

E P

LO

TT

ED

=>

DA

TE

PL

OT

TE

D =

>

06:21

24

-O

C

CH

EC

KE

D B

Y

CA

LC

UL

AT

ED

-

DE

SIG

NE

D B

YR

EV

IS

ED

BY

DA

TE

RE

VIS

ED

PLANS APPROVAL DATE

DATE

FU

NC

TIO

NA

L S

UP

ER

VIS

OR

R





R

10

-0

8-1

2

USERNAME => s1216

DGN FILE => 12000202


IS IN INCHES


C

6

1

9

0

1

0

9

-

3

0

-

1

3

A. KUCHI

DE

SIG

N D

IV

IS

IO

N

15

10-17-12

S

I

G

N

P

L

A

N

S

-

1

N

O

T

E

S

:

C

O

N

T

A

C

T

R

I

G

H

T

O

F

W

A

Y

E

N

G

I

N

E

E

R

I

N

G

A

T

T

H

E

D

I

S

T

R

I

C

T

O

F

F

I

C

E

.

1

.

F

O

R

A

C

C

U

R

A

T

E

R

I

G

H

T

O

F

W

A

Y

D

A

T

A

,

L

E

G

E

N

D

:

#

#

R

O

A

D

S

I

D

E

S

I

G

N

N

U

M

B

E

R

R/W

R/W

R/W

R/WR

/

W

C

IT

Y

R

/W

CIT

Y

R/

W

ON

LY

40

40

ON

LY

APPROVED FOR SIGN WORK ONLY

2

1

4

5

6

3

12’

12’

12

’

+02.6

7

15+90.7

4

16+21.4

9

+71.4

9

+42.7

0

+92.7

0

7

SB

I-405 O

FF-R

AM

P

SB

I-405 O

N-R

AM

P

9

10

3 4 6 7

2

3 4

8 9

6 789

1

2 3 4

1 2 3 4

9

9

5

S

C

A

L

E

:

1

"

=

5

0

’

1

23

6

8

9

240

8

9

1

2

21

4

6

1

2

R/W

8

2

.

E

X

A

C

T

S

I

G

N

L

O

C

A

T

I

O

N

S

W

I

L

L

B

E

D

E

T

E

R

M

I

N

E

D

B

Y

T

H

E

E

N

G

I

N

E

E

R

.

12 Ora 405 17.9 8 20

1

0

-

2

2

-

1

2

"B" L

INE"

C" L

INE

"E" L

INE

"D

" L

INE

P

I

"

B

"

6

4

+

7

7

.

5

0

=

LOCATION

THERMOPLASTIC TRAFFIC STRIPE

LFLF LFLF LF SQFT

PAVEMENT DELINEATION QUANTITIES

SUB TOTAL

TOTAL

x

x

x

x

x


TOTAL PROJECT

SHEET

No.

TOTAL

SHEETS

LA

ST

RE

VIS

IO

N

ST

AT

E O

F C

AL

IFO

RN

IA

- D

EP

AR

TM

EN

T O

F T

RA

NS

PO

RT

AT

ION

No.

Exp.

CIVIL

RE

GI

ST

ER

E

D

PR O F E S S I O N

AL

EN

GI

NE

ER

S

TA

TE

OF CAL IFOR NIA


TIM

E P

LO

TT

ED

=>

DA

TE

PL

OT

TE

D =

>

12:47

23

-O

C

CH

EC

KE

D B

Y

CA

LC

UL

AT

ED

-

DE

SIG

NE

D B

YR

EV

IS

ED

BY

DA

TE

RE

VIS

ED

PLANS APPROVAL DATE

DATE

FU

NC

TIO

NA

L S

UP

ER

VIS

OR

R





R

10

-0

8-1

2

USERNAME => s1216

DGN FILE => 12000202


IS IN INCHES


MIL

I L

IM

ST

AM

AT

IO

N

OFF RAMP

ON RAMP

GOLDENWEST St

DE

TA

IL

29

4" S

OL

ID

YE

LL

OW

LF

AR

RO

WS

12

" L

IM

IT

LIN

E

THERMOPLASTIC

PAVEMENT MARKING

LF

DE

TA

IL

38

8" S

OL

ID

WH

IT

E

DE

TA

IL

A

4" S

OL

ID

WH

IT

E

DE

TA

IL

21

4" S

OL

ID

YE

LL

OW

LF LF SQFT SQFT EA

PAVEMENT

MARKER

(R

ET

RO

-R

EF

LE

CT

IV

E)

TY

PE

G

REMOVE

PA

VE

ME

NT

MA

RK

ER

TH

ER

MO

PL

AS

TIC

TR

AF

FIC

ST

RIP

E (

YE

LL

OW

)

TH

ER

MO

PL

AS

TIC

TR

AF

FIC

ST

RIP

E (

WH

IT

E)

TH

ER

MO

PL

AS

TIC

PA

VE

ME

NT

MA

RK

ING

EALF LF SQFT

DE

TA

IL

27

B

4" S

OL

ID

WH

IT

E

LF SQFT

CH

EV

RO

N, D

IA

GO

NA

L

(R

ET

RO

-R

EF

LE

CT

IV

E)

TY

PE

D

EA

12" L

IM

IT

LIN

E

WO

RD

S

AR

RO

WS

SQFTSQFTSQFT

262

67262

200 342

219

400

750

790 400

204

253

93

339

50

50

397

235

22

59 80

135

18

5

21

7

59

60

200 342 339

548 93

400 707

315

53

7

194

515

262 200 93400 50 23200 400

WESTMINSTER MALL Rd

3

2

9

5612

1

3

3

457 389 632 81 215 147 890 432

Q-1

EA

6

CONTROL QUANTITIES

TOTAL

PA

IN

TE

D T

RA

FF

IC

ST

RIP

E

(W

HIT

E)

PA

IN

TE

D T

RA

FF

IC

ST

RIP

E

(YE

LL

OW

)

PAINT TRAFFIC STRIPE

(2-COAT)

532 928170 432

DE

SIG

N D

IV

IS

IO

N

NK

MK

12 Ora

4

0

5

1

7

.

9

MOHAMMAD

A

.

K

U

C

H

I

C

6

1

9

0

1

0

9

-

3

0

-

1

3

EA

ROADSIDE SIGNS

SIGN CODE PANEL SIZEPOST SIZE

LENGTH

1

2

4 x 4

AND

18" x 24"

48" x 30"

R6-2 1

114’

14’

TOTAL 11

R

EM

OV

E

RO

AD

SID

E S

IG

N

EA

1

1

9

DE

TA

IL

40

4" B

RO

KE

N W

HIT

E (

6-1)

LF

202

202

PA

IN

TE

D P

AV

EM

EN

T

M

AR

KIN

G

SIN

GL

E F

AC

ED

X

X

BACKGROUND LEGEND PROTECTIVE

FILM

RE

TR

O-

RE

FL

EC

TIV

E

AS

TM

TY

PE

SH

EE

TIN

G

CO

LO

R

SH

EE

TIN

G

CO

LO

R

RE

TR

O-

RE

FL

EC

TIV

E

AS

TM

TY

PE

W

W

X

X

BLK

BLK

NON

NON

SQFT

III

III

LOCATION

ON/OFF RAMPS

3

4

5

6

R6-1R

R6-1L

R5-1A

R5-1

48" x 30" 14’1 1

X W III BLK NON X

36" x 36"

36" x 24"

36" x 12"

36" x 12"

RO

AD

SID

E S

IG

N

O

NE

PO

ST

IN

ST

AL

L R

OA

DS

ID

E

SIG

N O

N E

XIS

TIN

G

P

OS

T

EA

1

1

1

1

1

1

1

14’X

X

X

X

W

W

R

SIGN

No.

R61-26(CA)

R61-15(CA)

X

X

X

X

W/R

W

W

BLK

BLK

III

III

NON

NON

III

EA

1

1 4

III

III

III

14

424

DE

TA

IL

38, 38A

,

38B

AN

D 3

8C

8" S

OL

ID

WH

IT

E

(N

ON

-R

EF

LE

CT

IV

E)

TY

PE

A

EA

165

603

DE

TA

IL

40A

4" B

RO

KE

N W

HIT

E (

6-1)

LF

79

79

4623

2

9

5

6

1

79

SIGN CODE PANEL SIZE

1

2

18" x 24"

48" x 30"

R6-2

TOTAL

LOCATION

WESTMINSTER

MALL Rd

ON/OFF RAMPS

3

4

5

6

R6-1R

R6-1L

R5-1A

R5-1

48" x 30"

36" x 36"

36" x 24"

36" x 12"

36" x 12"

SIGN

No.

R61-26(CA)

R61-15(CA)

(N)

(N) : NOT A SEPARATE PAY ITEM, FOR INFORMATION ONLY

3

10

10

3

3

9

6

1,022

1,022

1,637

2,297

4,3341,090

1,343

1,150

4,342

DE

TA

IL

9/D

ET

AIL

10

4" B

RO

KE

N W

HIT

E (

17

-7

)

DE

TA

IL

9/D

ET

AIL

10

4" B

RO

KE

N W

HIT

E (

17

-7

) PAINT

PAVEMENT MARKING

(2-COAT)

10-17-12

SINGLE SHEET

ALUMINUM SIGN

(0.063"-UNFRAMED)

WESTMINSTER

MALL Rd

MATERIAL SUMMARY (CONTRACTOR-FURNISHED SIGNS)

T

E

M

P

O

R

A

R

Y

D

R

A

I

N

A

G

E

I

N

L

E

T

P

R

O

T

E

C

T

I

O

N

603 3,934 769769

R4-7

OM1-3

24" x 30"

18" x 18"14’

1

1

7

7

R4-7

OM1-3 18" x 18"

X

X

W

Y

IV

IV

BLK

BLK

NON

NON

X

X

5

2.25

PR

EM

IUM

R6-2 24" x 30"

1

IN

ST

AL

L S

IG

N

(S

TR

AP

& S

AD

DL

E

BR

AC

KE

T M

ET

HO

D)

8

9

10

14’R5-1

R5-1A

36" x 36"

36" x 24"

1

1

OM1-3 18" x 18" 14’ 1

OM1-3

R3-2

R3-4

18" x 18"

36" x 36"

36" x 36"

1

1

1

R6-2 24" x 30" X W IV BLK NON X 5

36" x 24"

8

9

10

R5-1A

36" x 36"

36" x 24"

OM1-3 18" x 18"

OM1-3

R3-2

R3-4

18" x 18"

36" x 36"

36" x 36"

R5-1 X

X R

X

X

W/R

W

WIII

III

III

III

9

6

X Y IV BLK NON X 2.25

X Y IV BLK NON X 2.25

X

X

IV

IV

W/R

W/R

BLK

BLK

IV

IV

X

X

9

9

93.75

GOLDENWEST St

1

1

9 20

1

0

-

2

2

-

1

2

TEMPORARY

W

A

T

E

R

P

O

L

L

U

T

I

O

N

SUMMARY OF QUANTITIES

15’A

B

C

D

T

y

p

e

M

A

S

T

ARM

S

T

A

N

D

A

R

D

V

E

H

S

I

G

M

T

G

Pole

P

E

D

S

I

G

N

A

L

MTG O

PPB

L

U

M

I

N

A

I

R

E

H

P

S

_-

-

-E

- --

1

-

A

15’ 200 W4

4

XVI

1-A

X

I

X

-

A

X

I

X

-

A

F

G

1-A

P

P

B

P

O

S

T

30’

30’

- - - - -

-

2

-

SMA

L

M

A

-

-

-

1

5

’

200 W

_

-

-

-

--

04

EL

EC

TR

IC

AL

DE

SIG

NS

HA

HR

AM

SH

AH

RIA

RI

VA

NE

SS

A T

RU

ON

G

BA

RJE

SH

SH

AR

MA

07/2012

07/2012

E-1

12 Ora

x

x

x

x

x


TOTAL PROJECT

SHEET

No.

TOTAL

SHEETS

LA

ST

RE

VIS

IO

N

ST

AT

E O

F C

AL

IFO

RN

IA

- D

EP

AR

TM

EN

T O

F T

RA

NS

PO

RT

AT

ION

No.

Exp.

RE

GI

ST

ER

E

D

PR O F E S S I O N

AL

EN

GI

NE

ER

S

TA

TE

OF CAL IFOR NIA

TIM

E P

LO

TT

ED

=>

DA

TE

PL

OT

TE

D =

>

07:29

24

-O

C

CH

EC

KE

D B

Y

CA

LC

UL

AT

ED

-

DE

SIG

NE

D B

YR

EV

IS

ED

BY

DA

TE

RE

VIS

ED

PLANS APPROVAL DATE

DATE

FU

NC

TIO

NA

L S

UP

ER

VIS

OR

R





ELECTRICAL

REGISTERED ELECTRICAL ENGINEER

R

07

-1

6-1

2

USERNAME => s1216

DGN FILE => 12000202


IS IN INCHES


B.K.SHARMA

E 19299

12/31/12

APPROVED FOR ELECTRICAL WORK ONLY

405 17.9

SIGNAL AND LIGHTING

P

H

A

S

E

D

I

A

G

R

A

M

C

D

E

F

G

B

A

1.

A

L

L

E

X

I

S

T

I

N

G

P

U

L

L

B

O

X

E

S

,

S

I

G

N

A

L

P

O

L

E

S

,

T

R

A

F

F

I

C

A

N

D

P

E

D

E

S

T

R

I

A

N

S

I

G

N

A

L

H

E

A

D

S

,

A

L

L

E

X

I

S

T

I

N

G

L

O

O

P

D

E

T

E

C

T

O

R

S

A

N

D

C

O

N

D

U

I

T

S

,

U

N

L

E

S

S

O

T

H

E

R

W

I

S

E

N

O

T

E

D

.

RC

AB

(LOCATION 1)S

B I

-405 S

B O

N-R

AM

P

S

V

-

1

-

T

S

V

-

1

-

T

T

V

-

1

-

T

T

V

-

1

-

T

T

V

-

1

-

T

S

V

-

2

-

T

MAS

MAS

MAS

SP-1-T

S

P

-

1

-

T

SP-1-T

0

6

06

04 040

2

02

06

02P02P

0

4

P

04P

02

06

3

R

E

M

A

I

N

I

N

P

L

A

C

E

.

3

3

0

4

02

SCALE: 1" = 20’

12000202741

EXISTING POLE AND EQUIPMENT SCHEDULE

FOR ACCURATE RIGHT OF WAY DATA, CONTACT


NOTE:

NOTES: (THIS SHEET)

08-09-12

"D" LINE

"B

" L

IN

E "C

" L

IN

E

R/W

R/W

CIT

Y R

/W

R/W

315

65

CIT

Y R

/W

(REMOVE)

04

SEE SHEET E-2

WESTMINSTER MALL Rd

Exist 2#4, 2#8, 2#10, 1sic

2

.

SB

I-405 S

B O

FF

-R

AM

P

04P

02PX

S

P

-

1

-

T

2

4

2

1

6

6

7

8

9

R/W

10 20

10-22-12

1-mv

P

P

B

,

C

O

N

T

R

O

L

L

E

R

C

A

B

I

N

E

T

,

1

-

M

E

R

C

U

R

Y

V

A

P

O

R

L

I

G

H

T

I

N

G

F

I

X

T

U

R

E

,

L

U

M

I

N

A

I

R

E

S

A

N

D

S

I

G

N

S

A

T

T

A

C

H

E

D

T

O

P

O

L

E

S

,

U

N

L

E

S

S

O

T

H

E

R

W

I

S

E

N

O

T

E

D

.

GOLDENWEST St

R/W

x

x

x

x

x


TOTAL PROJECT

SHEET

No.

TOTAL

SHEETS

LA

ST

RE

VIS

IO

N

ST

AT

E O

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3. ALL EXISTING PULL BOXES, SIGNAL POLES, TRAFFIC AND PEDESTRIAN SIGNAL HEADS,

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-E-2

x

x

x

x

x


TOTAL PROJECT

SHEET

No.

TOTAL

SHEETS

LA

ST

RE

VIS

IO

N

ST

AT

E O

F C

AL

IFO

RN

IA

- D

EP

AR

TM

EN

T O

F T

RA

NS

PO

RT

AT

ION

No.

Exp.

RE

GI

ST

ER

E

D

PR O F E S S I O N

AL

EN

GI

NE

ER

S

TA

TE

OF CAL IFOR NIA

TIM

E P

LO

TT

ED

=>

DA

TE

PL

OT

TE

D =

>

11:12

23

-O

C

CH

EC

KE

D B

Y

CA

LC

UL

AT

ED

-

DE

SIG

NE

D B

YR

EV

IS

ED

BY

DA

TE

RE

VIS

ED

PLANS APPROVAL DATE

DATE

FU

NC

TIO

NA

L S

UP

ER

VIS

OR

R





ELECTRICAL


R

USERNAME => s1149

DGN FILE => 12000202


IS IN INCHES


12 Ora 405 17.9

B.K.SHARMA

E 19299

12/31/12

EL

EC

TR

IC

AL

DE

SIG

NS

HA

HR

AM

SH

AH

RIA

RI

VA

NE

SS

A T

RU

ON

G

BA

RJE

SH

SH

AR

MA

12000202741


ELECTRICAL QUANTITIES

E-5

09

-0

8-1

2

SHEET No.

EA EA

#5 PB

FT EA

RC3-12"


- -

#6 PB

EA

-

TYPE I PEDESTRIAN

BARRICADE

EA

-

LED COUNT DOWN

PED SIG FACE MODULE

ACCESSIBLE

PED SIGNAL

EA EA

- -


FT FT FT FT FT FT

1�"C 3"C

FT

- -

RC pb

RC

SIGNAL

PEDRC PPB

10 10 4

EA EA EA

4E-1

SHEET No.

EA EA

#5 PB

FT EA

RC3-12"


11 9

#6 PB

EA

1

TYPE I PEDESTRIAN

BARRICADE

EA

6

LED COUNT DOWN

PED SIG FACE MODULE

ACCESSIBLE

PED SIGNAL

EA EA

- -


FT FT FT FT FT FT

1�"C 2"C

FT

1200 450 700 400 -

RC pb

RC

SIGNAL

PEDRC PPB

- - -

EA EA EA

-E-3

SHEET No.

EA EA

#5 PB

FT

3-12"

SIGNAL HEAD

11 8

#6 PB

EA

1

TYPE I PEDESTRIAN

BARRICADE

EA

6

LED COUNT DOWN

PED SIG FACE MODULE

ACCESSIBLE

PED SIGNAL

EA EA

- -


FT FT FT FT FT

900 650 150E-4

SIGNAL AND LIGHTING (LOCATION 1) REMOVE

SIGNAL AND LIGHTING (LOCATION 2) REMOVE

SIGNAL AND LIGHTING (LOCATION 1)

SIGNAL AND LIGHTING (LOCATION 2)

- - - - - -

- - - - - -

- 450

3"C

FT

230

4"C

FT

55 50

-

EA

RC

SIGNAL HEAD

FT

2�"C

FT

RC pb

RC

SIGNAL

PEDRC PPB

- - -

EA EA EA

-

3�"C

FT

4"C

FT

10

2"C

350 100 75

09/2012

09/2012

2#4

FT

15

2#14

FT

400

- 350

NOTE: (THIS SHEET)

10-09-12

10-22-12

14 20

3’-6" 3’-6"

6’-0"

8’-0"

TYPE ˛ˇ (L) ARROW

3’-6"

ED

GE

OF

PA

VE

ME

NT

TYPE ˇ˛ ARROW

DIR

EC

TIO

N O

F V

IE

W

5’-6"

8’-6"

9’-0"

7’-3"

9’-0"

TYPE ˇ ARROW

10’-0"

18

’-0

"

15

’-0

"

13

’-0

"

17’-6"

24’-0"

24’-0"

18’-0"

TYPE ˇ˛˛ (L) ARROW

2’-0"

BIKE LANE ARROW

5’-0"

1’-9"

2’-0"

6"

1’-0" GRID

1’-0" GRID

1’-0" GRID

1’-0" GRID

1’-0" GRID

1’-0" GRID

1’-0" GRID

1’-0"

1’-0"

1’-0"

1’-0"

1’-0"

1’-0"

1’-0"

1’-0"

20^

6" GRID

TYPE ˛ 18’-0" ARROW

TYPE ˇ˛˛˛ ARROW



use mirror image)

Right lane drop arrow

(For left lane,

use mirror image)

use mirror image)

Minor variations in dimensions

NO SCALE


STATE OF CALIFORNIA

PAVEMENT MARKINGS

ARROWS

NOTE:

may be accepted by the Engineer.

(For Type ˛ˇ (R) arrow,

(For Type ˇ˛˛ (R) arrow,

A=25 ft˜

A=31 ft˜

A=15 ft˜

A=36 ft˜

A=27 ft˜

A=14 ft˜

A=42 ft˜

A=33 ft˜

PLANS APPROVAL DATENo.

Exp.

RE

GI

ST

ER

E

D

PR O F ESS I O N

AL

E

NG

IN

EE

R

S

TA

TE OF CAL IFOR N

IA


CIVIL

C40375

Roberta L.

McLaughlin


TOTAL PROJECT

SHEET

No.

TOTAL

SHEETS





3-31-13

.

A=3.5 ft˜

3-14-12

2010 R

EV

IS

ED

ST

AN

DA

RD

PL

AN

RS

P A

24A

REVISED STANDARD PLAN RSP A24A

DATED MAY 20, 2011 - PAGE 13 OF THE STANDARD PLANS BOOK DATED 2010.

RSP A24A DATED APRIL 20, 2012 SUPERSEDES STANDARD PLAN A24A

April 20, 2012

TO ACCOMPANY PLANS DATED

201517.9405Ora12

10-22-12

4’-8" 4’-8"

NUMERALS

8’-0"

4’-11"

8"

8’-0"

8"

8’-0"

8"

4" 4" 4"

NO SCALE


STATE OF CALIFORNIA

SYMBOLS AND NUMERALS

PAVEMENT MARKINGS

A=17.5 ft˜ A=16.5 ft˜ A=19.5 ft˜


Exp.

RE

GI

ST

ER

E

D

PR O F E S S I O N

AL

E

NG

IN

EE

R

S

TA

TE OF CAL IFORN

IA


CIVIL

C40375

Roberta L.

McLaughlin


TOTAL PROJECT

SHEET

No.

TOTAL

SHEETS





3-31-13

.

2010 R

EV

IS

ED

ST

AN

DA

RD

PL

AN

RS

P A

24C

DIAMOND SYMBOL

12’-0"

6"

3’-3"

1’-0" GRID

A=11 ft˜

10"

BICYCLE LOOP

DETECTOR SYMBOL

3"

3"

2"

1" GRID

1’-8"

1’-8"

1’-8"

5’-6"

A=2 ft˜

Minor variations in dimensions may be accepted

by the Engineer.

NOTE:

4" GRID

3’-4"

6’-0"

BIKE LANE SYMBOL

WITHOUT PERSON

A=7 ft˜

6’-6"

4" GRID

3’-4"

BIKE LANE SYMBOL

WITH PERSON

A=7 ft˜


2’-8�"

4’-5"

3’-9"

4’-5"

3’-9"

3’-0"

WHITE BLUE

6" GRID

A (WHITE) =9 ft˜

A (BLUE) =14 ft˜

INTERNATIONAL SYMBOL

OF ACCESSIBILITY (ISA) MARKING

SHARED ROADWAY BICYCLE MARKING

6" GRID

3’-3"

5’-9"

9’-3"

3’-6"

2’-0"

6"

6"

6"

1"

A=11.5 ft˜

~

6-28-12

REVISED STANDARD PLAN RSP A24C

RSP A24C DATED OCTOBER 19, 2012 SUPERSEDES STANDARD PLAN A24C


October 19, 2012

201617.9405Ora12

10-22-12

DIRECTION

OF TRAVEL

YIELD LINE

WHITE SERIES OF

ISOSCELES TRIANGLES3’-0"

2’-0"1’-0"

I 2"

See Notes 6 and 7

1�"

12

"

12

"

NOTES:

If a message consists of more than one word, it should read "UP",

i.e., the first word should be nearest the driver.

The space between words should be at least four times the height

of the characters for low speed roads, but not more than ten times

appropriately where there is limited space because of local conditions.

Minor variations in dimensions may be accepted by the Engineer.

Portions of a letter, number or symbol may be separated by connecting

segments not to exceed 2" in width.

1.

2.

3.

4.

the height of the characters. The space may be reduced

ONLY

LANE

POOL

CAR

WORD MARKINGS

ITEM ITEM

CLEAR

BUS

KEEP

BIKE

NO

FWY

24 14

23 21

17 20

27 22

24 16

A=2 ft˜

1’-0" WHITE LINE

NO SCALE


STATE OF CALIFORNIA

PAVEMENT MARKINGS

A=14 ft˜

8"

4"

A=22 ft˜

8"

4"

A=21 ft˜

4"

8"

A=27 ft˜

4"

8"

A=24 ft˜

4"

8"

A=23 ft˜

4"

8"

A=20 ft˜

4"

8"

A=24 ft˜

4"

8"

A=16 ft˜

8"

4"

A=17 ft˜

8"

4"

ft˜ft˜


Exp.

RE

GI

ST

ER

E

D

PR O F ESS I O N

AL

E

NG

IN

EE

R

S

TA

TE OF CAL IFOR N

IA


CIVIL

C40375

Roberta L.

McLaughlin


TOTAL PROJECT

SHEET

No.

TOTAL

SHEETS





3-31-13

.

6-12-12

20

10

RE

VIS

ED

ST

AN

DA

RD

PL

AN

RS

P A

24

E


LIMIT LINE (STOP LINE)

The words "NO PARKING" pavement marking is to be used for parking

facilities. For typical locations of markings, see Standard Plans A90A

and A90B.

The words "NO PARKING", shall be painted in white letters no less than

1’-0" high on a contrasting background and located so that it is

visible to traffic enforcement officials.

5.

6.

WORDS, LIMIT AND YIELD LINES

REVISED STANDARD PLAN RSP A24E

RSP A24E DATED JULY 20, 2012 SUPERSEDES STANDARD PLAN A24E


July 20, 2012

201717.9405Ora12

10-22-12

DIST COUNTY ROUTEPOST MILES

TOTAL PROJECT

SHEET

NO.

TOTAL

SHEETS


Exp.

RE

GI

ST

ER

E

D

PR O F ESS I O N

AL

E

NG

IN

EE

R

S

TA

TE OF CAL IFOR N

IA

STATE OF CALIFORNIA


ELECTRICAL SYSTEMS

ELECTRICAL


Jeffery G. McRae

E14512

6-30-12

R

FLAT WASHER

Min

Min

EX

TE

NS

IO

NSECURE BONDING JUMPER

TO GROUNDING BUSHINGS

CLEAN CRUSHED ROCK SUMP

GROUT

DRAIN HOLE

GROUND CLAMP

GROUNDING BUSHING

No. 5

No. 6

R

INSERT WITH DRAINAGE HOLE

(DRAINAGE HOLE)

CAST-IN BOLT

GRIPPER

�" Min TO

�" Max LIP

6"

W

L

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

12" ¨ �"

STAINLESS STEEL

MANUFACTURER’S LOGO

MARKING

SEE NOTE 1

D

L W

TE

TA

TIER RATING

PULL BOX EXTENSION

�" -13 COARSE THREAD

PENTA HEAD BOLT

�" -13 COARSE THREAD

12"

12"

MINIMUM DEPTH

BOX

MINIMUM DEPTH

EXTENSION

10"

10"

MAXIMUM WEIGHT

2’ - 6�"

1’ - 11�" 1’ - 1�"

1’ - 5�"

1�"

1�"

2"

2"

�"

�"

1�"

2"

MAXIMUM WEIGHTTE TA

A

A

12" 1�" 2" �" 1�"No. 3� N/A 1’ - 3�" 10�"40 lb

55 lb

70 lb

30 lb

60 lb

85 lb

D

�" -13 UNIFIED NATIONAL

COARSE THREAD JAM NUT

WITH THREADLOCKER

COVERPULL BOX

PULL BOX

.

INSTALLATION DETAILS

SIDE VIEWSECTION A-A

DETAIL A

COVER TOP VIEW

TYPICAL THREADED INSERTTYPICAL COVER CAPTIVE BOLT

10" M

in

DIMENSION TABLE





(PULL BOX)

OR SIMILAR

�" x 4"

PULL SLOT WITH �"

CENTER PIN

GROUNDING ELECTRODE

WHEN SPECIFIED OR BOX

HOUSES TRANSFORMER

TOP FLUSH WITH

FINISHED GRADE

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

..

.

.

�" STAINLESS STEEL HARDWARE WITH

RECESS IN COVER FOR HARDWARE

(TOTAL 2)

NOTES ON PULL BOXES:

1.

3.

2.

4.

lighting circuits where voltage is above 600 V.

Telephone service;

where voltage is under 600 V.

except pull boxes marked "SPRINKLER-CONTROL"; and "TELEPHONE"

without street or sign lighting circuits.

Pull box covers must be marked as follows: "SERVICE" Service circuits

between service point and service disconnect; "SPRINKLER-CONTROL"

or more.

lighting circuits.

is under 600 V.

The nominal dimensions of the opening in which the cover sets must be

the same as the cover dimensions (L and W) plus �" or greater.

Pull box extension may be another pull box as long as the bottom edge of

the pull box can fit into the cover opening.

sprinkler control circuits, 50 V or less; "CALTRANS" on all pull boxes,

A) No. 3� pull box.

B) No. 5, 6, 9 or 9A pull box.

8) "TOS COMMUNICATIONS" - TOS communication line.

1) "SIGNAL" - Traffic signal circuits with or without street or sign

2) "ST LIGHTING" - Street or sign lighting circuits where voltage

1) "TRAFFIC SIGNAL" - Traffic signal circuits with or

2) "STREET LIGHTING" - Street or sign lighting circuits

3) "STREET LIGHTING-HIGH VOLTAGE" - Street or sign

4) "IRRIGATION" - Circuits to irrigation controller 120 V

5) "RAMP METER" - Ramp meter circuits.

6) "COUNT STATION" - Count or speed monitor circuits.

7) "COMMUNICATIONS" - Communication circuits.

10) "TDC POWER" - Telephone demarcation cabinet power.

11) "CCTV" - Closed circuit television circuits.

12) "TMS" - Traffic monitoring station circuits.

13) "CMS" - Changeable message sign circuits.

14) "HAR" - Highway advisory radio circuits.

9) "TOS POWER" - TOS power.

NO SCALE

20

10

RE

VIS

ED

ST

AN

DA

RD

PL

AN

RS

P E

S-8

A

REVISED STANDARD PLAN RSP ES-8A

Covers and boxes must be interchangeable with California Standard.

When interchanged with a standard, the top surfaces must be flush

within �". Top outside radius of covers and pull boxes must

have a �" radius.

01-09-12

OR SIMILAR

January 20, 2012

RSP ES-8A DATED JANUARY 20, 2012 SUPPLEMENTS THE

STANDARD PLANS BOOK DATED 2010.


201817.9405Ora12

10-22-12

0

120’ 0 120’

0

120’ 0 120’

0

0

0.5 FC 0.2 FC

0.5 FC0.2 FC

0.5 FC

0.2 FC

40’

40’

40’ 40’

40’

40’

40’ 40’

80’

80’ 80’

80’

80’ 80’

0.1 FC

0.1 FC

0.1 FC

0

40’

80’

160’

120’

40’

80’

12

0’

160’

0

40’

120’

160’

240’

0.2 FC

0.5 FC

0.005 FC

0.02 FC

0.05 FC

280’

80’

0.01 FC

2.0 FC

1.0 FC

1.0 FC

1.0 FC

1.0 FC

2.0 FC

2.0 FC

2.0 FC

200’

200’

200’

0.1 FC

50’

50’

100’

150’ 100’ 50’ 50’ 100’ 150’

ISOFOOTCANDLE CURVE - MINIMUM ISOFOOTCANDLE CURVE - MINIMUM

ISOFOOTCANDLE CURVE - MINIMUM ISOFOOTCANDLE CURVE - MINIMUM

ELECTRICAL SYSTEMS

(ISOFOOTCANDLE DIAGRAMS)

STATE OF CALIFORNIA


NO SCALE

Cutoff Luminaire

34’ Mounting Height

Lamp operated at 22,000 lm

ANSI Designation S66 ANSI Designation S67



Cutoff Luminaire

ANSI Designation S55



Cutoff Luminaire



TYPE III MEDIUM CUTOFF TYPE III MEDIUM CUTOFF

LOW PRESSURE SODIUM LUMINAIRE

TYPE III MEDIUM CUTOFF

200-W high pressure sodium lamp 310-W high pressure sodium lamp

150-W high pressure sodium lamp

180-W low pressure sodium lamp

COUNTY ROUTEPOST MILES

TOTAL PROJECT

SHEET TOTAL

SHEETS


Exp.

RE

GI

ST

ER

E

D

PR O F ESS I O N

AL

E

NG

IN

EE

R

S

TA

TE OF CAL IFOR N

IA

ELECTRICAL


Jeffery G. McRae

E14512

DistNo.





2010 R

EV

IS

ED

ST

AN

DA

RD

PL

AN

RS

P E

S-10A

REVISED STANDARD PLAN RSP ES-10A

.

0

0

0

POSITION

LUMINAIRE

POSITION

LUMINAIRE

POSITION

LUMINAIRE

(HOUSE SIDE)

(STREET SIDE)

(HOUSE SIDE)

(STREET SIDE)

CENTER OF PATTERN

(HOUSE SIDE)

(STREET SIDE)

0.1 FC

0.15 FC

0.2 FC

0.5 FC

0.2 FC

0.15 FC

0.1 FC

0.5 FC

0.15 FC

0.2 FC0.5 FC

0.1 FC

200-W HPS Equivalent at 34’ Mounting Height 310-W HPS Equivalent at 40’ Mounting Height 400-W HPS Equivalent at 40’ Mounting Height

40’80’120’ 120’80’40’

40’

40’

80’

40’

40’

80’

40’

40’

80’

0

CENTER OF PATTERN

40’80’120’ 120’80’40’0

40’

80’120’ 120’80’

40’

CENTER OF PATTERN

20’ 20’ 23’

ISOFOOTCANDLE CURVE - MINIMUM ISOFOOTCANDLE CURVE - MINIMUM ISOFOOTCANDLE CURVE - MINIMUM

LED LUMINAIRE ROADWAY 1 LED LUMINAIRE ROADWAY 2 LED LUMINAIRE ROADWAY 4

2-16-12


6-30-14

July 20, 2012

RSP ES-10A DATED JULY 20, 2012 SUPPLEMENTS THE


2017.9405Ora12

10-22-12

19

0

0

0

0

0

0

0

0

0

0

0.5 FC

0.2 FC

0.5 FC

0.2 FC

0.5 FC

0.2 FC

1.5 FC

0.5 FC

0.2 FC

1.5 FC

0.5 FC

0.2 FC

40’

40’ 40’

40’

40’ 40’

40’

40’

40’ 40’

40’

40’

40’ 40’

40’

40’

40’ 40’

20’

20’

20’ 20’

20’

20’

20’ 20’

20’

20’ 20’ 20’ 20’

20’

20’

20’

20’ 20’60’ 60’

60’

60’

60’

60’ 60’ 60’ 60’

60’ 60’

60’

0.1 FC

0.1 FC

0.1 FC

0.1 FC

0.1 FC0

0

1.

2.

3.

1.0 FC

1.0 FC

1.0 FC

1.0 FC

1.0 FC

2.0 FC

10’

8’

6’

4’

2’

10’ 8’ 6’ 4’ 2’ 2’ 4’ 6’ 8’ 10’

5 FC

10 FC

ISOFOOTCANDLE CURVE - MINIMUM


ISOFOOTCANDLE CURVE - MINIMUMISOFOOTCANDLE CURVE - MINIMUM


LIGHT SOURCE

ELECTRICAL SYSTEMS

(ISOFOOTCANDLE DIAGRAMS)

STATE OF CALIFORNIA


NO SCALE














Lamp operated at 9,500 lmLamp operated at 5,800 lm

NOTES:

FLUSH SOFFIT LUMINAIREPENDANT SOFFIT LUMINAIRE

TYPE III SHORT

PENDANT SOFFIT LUMINAIRE

WALL LUMINAIRE WALL LUMINAIRE

SIGN LIGHTING FIXTURE

ISOFOOTCANDLE DIAGRAM






COUNTY ROUTEPOST MILES

TOTAL PROJECT

SHEET TOTAL

SHEETS


Exp.

RE

GI

ST

ER

E

D

PR O F ESS I O N

AL

E

NG

IN

EE

R

S

TA

TE OF CAL IFOR N

IA

ELECTRICAL


Jeffery G. McRae

E14512

DistNo.





.

2010 R

EV

IS

ED

ST

AN

DA

RD

PL

AN

RS

P E

S-1

0B

REVISED STANDARD PLAN RSP ES-10B

2-14-12

Curves represent the minimum footcandle

(FC) of initial illumination on a 10’-0" x 20’-0"

panel.

The FC shown are with the fixture attached to

the light fixture mounting channel which places

the center of the source 4’-8" in front

of panel and 1’-0" below the bottom edge.

Applicable lamp: 85-W fluorescent phosphor

coated induction lamp.


6-30-14

RSP ES-10B DATED JULY 20, 2012 SUPPLEMENTS THE


July 20, 2012

2017.9405Ora12 20

10-22-12

UNION PACIFIC Channel - Caltrans · union pacific railroad route 405 985 edwards st to irvine rd 12...

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Transcript of UNION PACIFIC Channel - Caltrans · union pacific railroad route 405 985 edwards st to irvine rd 12...