MILLER St BLOSSER RdSANTA MARIA RAY Rd … project engineer registered civil engineer ... santa...

RO

UT

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35

STATE OF CALIFORNIA

DEPARTMENT OF TRANSPORTATION

PROJECT PLANS FOR CONSTRUCTION ON

STATE HIGHWAY

TO BE SUPPLEMENTED BY STANDARD PLANS DATED MAY 2006

INDEX OF PLANS

GUADALUPE

DUNES

COUNTY

PARK

PIO

NE

ER

St

Union P

acific R

ailroad

To L

om

poc

OB

IS

PO

St

BROWN Rd

BL

AC

K R

d

TAYLOR St

DE

PO

T S

t

ALVIN Ave

FESLER St

CO

LL

EG

E A

ve

SU

EY

Rd

DONOVAN Rd

JONES St

To S

anta B

arbara

To P

ism

o B

each

RA

Y R

d

PA

CIF

IC

OC

EA

N

Ave

FL

OW

ER

11TH

St

W

.

M

A

I

N

S

t

E

n

d

W

o

r

k

P

M

6

.

0

B

e

g

i

n

W

o

r

k

P

M

0

.

0

NO SCALE

PM 5.6

END CONSTRUCTION

ROUTE 166

x

x

x

x

x

DE

SIG

N E

NG

IN

EE

R

LA

ST

RE

VIS

IO

N

PR

OJE

CT

MA

NA

GE

R

SHEET

DEL NORTESISKIYOU MODOC

HUMBOLDT

TRINITY SHASTA LASSEN

TEHAMA

MENDOCINOGLENN

BUTTE

PLUMAS

SIERRA

NEVADA

PLACER

YU

BA

COLUSA

LAKE

YOLO

NAPASONOMA

EL DORADO

MARIN

AMADORALPINE

CA

LA

VERA

S

CONTRACOSTA

TUOLUMNEMONO

SANTA

CLARA

SANTA CRUZ

ST

AN

ISL

AU

SMARIPOSA

MERCED

MA

DERA

FRESNO

MONTEREY

INYO

TULARE

KINGS

OBISPO KERN

SANTA

BARBARA

VENTURA

LOS ANGELES

SAN BERNARDINO

RIVERSIDE

IMPERIALSAN DIEGO

ORANGE

SOLANO

ALAMEDA

ME

NT

O

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 =

>

07

:2

6

18-N

O

POST MILES

No.

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

TIM

E P

LO

TT

ED

=>

R

R

10-25-10

THE CONTRACTOR SHALL POSSESS THE CLASS (OR CLASSES)

PLANS APPROVAL DATE

RE

GI

ST

ER

E

D

PR O F ESS I O N

AL

EN

GI

NE

ER

ST

AT

EOF CAL I FOR N

I 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

0500000474

05-0T0304

UNIT05000004

trmikUSERNAME =>

DGN FILE =>

RELATIVE BORDER SCALE

IS IN INCHES

0 2 31

CALTRANS WEB SITE IS: HTTP//WWW.DOT.CA.GOV/BORDER LAST REVISED 7/1/2010 1450

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S. LOZON

43136

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05000004741

SB 166 0.5/5.6

POST MILESX

A

B

C

STAGING AREAS

LOCATION

3.3 TO 3.6

4.9 TO 5.0

5.3 TO 5.5

A

CB

GUADALUPE

IN SANTA BARBARA COUNTY

NEAR GUADALUPE

FROM 0.4 MILE WEST OF SIMAS STREET

TO 0.8 MILE EAST OF BLACK ROAD

BEGIN CONSTRUCTION

PM 0.5

SA

NT

A M

AR

IA

CIT

Y L

IM

IT

PM

6.5

1

GU

AD

AL

UP

E C

IT

Y L

IM

IT

PM

0.3

5

RO

UT

E 1

STOWELL Rd

COOK St

BL

OS

SE

R R

d

MIL

LE

R S

t

BO

NIT

A S

CH

OO

L R

d

BETTERA

VIA

Rd

SIM

AS

S

t

SANTA MARIA

RO

UT

E 1

01

To S

an L

uis O

bispo

10-25-10

1 15

November 15, 2010

SHEET

No. DESCRIPTION

1 TITLE AND LOCATION MAP

2 TYPICAL CROSS SECTIONS

3 CONSTRUCTION AREA SIGNS

4-7 PAVEMENT DELINEATION DETAILS AND QUANTITIES

8 ELECTRICAL PLANS

9-15 REVISED STANDARD PLANS

THE STANDARD PLANS LIST APPLICABLE TO THIS CONTRACT

IS INCLUDED IN THE NOTICE TO BIDDERS

AND SPECIAL PROVISIONS BOOK.

ESES ETW

OG

ETW

OG

12’ 12’

NOTES:

ROUTE 166

NO SCALE

TYPICAL CROSS SECTION

X-1

R/W R/W

20’ - 35’

Var

20’ - 35’

Var 8’8’

PM 0.5 TO PM 5.6

1. SEE SHEET PDD-1 FOR STRIPING DETAILS.

FOR ACCURATE RIGHT OF WAY DATA, CONTACT

RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.

3.

2. SEE SHEET E-1 FOR EXISTING LOOP DETECTOR TO BE PROTECTED IN PLACE.

�

CENTERLINE RUMBLE STRIP (12")

SHOULDER RUMBLE STRIP (6")

SB05 166 0.5/5.6

ST

EV

E W

YA

TT

DE

SIG

N

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

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

:2

6

18

-N

O

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

-2

5-1

0

USERNAME => trmik

DGN FILE => 05000004


IS IN INCHES

0 1 2 3UNIT 1450 PROJECT NUMBER & PHASE 05000004741BORDER LAST REVISED 7/2/2010

S. LOZON

43136

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AU

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IN

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HA

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O’N

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L

4. EXISTING UTILITY FACILITIES HAVE NOT BEEN PLOTTED ON THESE PLANS.

10-25-10

2 15

11-15-10

5. RUMBLE STRIP IS TO BE GROUND INTO EXISTING AC SURFACE.

EXISTING AC SURFACE IS 0.21’ OR GREATER IN THICKNESS.

THIS PLAN ACCURATE FOR CONSTRUCTION AREA SIGN WORK ONLY.

POST MILE

0.89

4.08

4.82

ROAD

S. SIMAS Rd

3.75

NO SCALE

CONSTRUCTION AREA SIGNS

CS-1

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ROUTE 166

GUADALUPE

DUNES

COUNTY

PARK

PIO

NE

ER

St

Union P

acific R

ailroad

To L

om

poc

SIM

AS

St

BROWN Rd

BL

AC

K R

d

BL

OS

SE

R R

d

DE

PO

T S

t

ALVIN Ave

FESLER St

COOK St

MIL

LE

R S

t

CO

LL

EG

E A

ve

SU

EY

Rd

DONOVAN Rd

JONES St

To S

an L

uis O

bispo

To P

ism

o B

each

RA

Y R

d

PA

CIF

IC

OC

EA

N

Ave

FL

OW

ER

11TH

St

W. MAIN St

A

A

B

B

OB

IS

PO

St

C

C

C

2

2

5

NUMBER OF

SIGNSSIGN MESSAGESIGN CODE

SIGN

No.X

48" x 48"

36" x 18"

30" x 30"

PANEL SIZE

NUMBER OF POSTS

AND SIZE

A

B

C

G20-2

W20-1

W20-1

1 - 4" x 4"

1 - 4" x 4"

1 - 4" x 6"

CONSTRUCTION AREA SIGNS (STATIONARY MOUNTED)

GUADALUPE

RO

UT

E 1

TAYLOR St

BO

NIT

A S

CH

OO

L R

d

STOWELL Rd

To S

anta B

arbara

BETTERA

VIA

Rd

LOCATION OF CONSTRUCTION AREA SIGNS ARE APPROXIMATE.

EXACT LOCATIONS WILL BE DETERMINED BY THE ENGINEER.

NOTES:

SANTA MARIA

BONITA SCHOOL Rd

RAY Rd

BLACK Rd

RO

UT

E 1

01

ST

EV

E W

YA

TT

DE

SIG

N

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 =

>

07

:2

6

18

-N

O

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





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L1.

2. EXISTING UTILITY FACILITIES HAVE NOT BEEN PLOTTED ON THESE PLANS.

ROAD WORK AHEAD

END ROAD WORK

ROAD WORK AHEAD

10-25-10

05 SB 166 0.5/5.6 3 15

11-15-10

POST MILE TABLE


PDD-1

PAVEMENT DELINEATION DETAILS

A A

B

B

1’

Typ

5"

6"

4"

�"

RUMBLE STRIP

5"

�"

SECTION A-A SECTION B-B

DETAIL 22 MODIFIED

DETAIL 23 MODIFIED

8’

24’

4’

2"

2"

3"

8’

24’

4’

2"

3"

2"

3"

2"

2"

24’

8’

1’

LEGEND:

DETAIL 29 MODIFIED

1’ Min

EXISTING RETROREFLECTIVE MARKER (TO BE REMOVED)

4" YELLOW THERMOPLASTIC TRAFFIC STRIPE (SPRAYABLE)

DIRECTION OF TRAVEL

TYPE AY YELLOW NON-REFLECTIVE Pvmt Mkr

TYPE D TWO-WAY YELLOW RETROFLECTIVE Pvmt Mkr

PLAN

EP

3’ 3’

PULL BOX

CENTERLINE RUMBLE STRIP (12")

PER STANDARD PLAN A40B DETAILS

Exist ADVANCED

LOOP DETECTORS

NO SCALE

22

"

12"

10

"

�

�

ST

EV

E W

YA

TT

DE

SIG

N

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 =

>

07

:2

6

18

-N

O

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

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VIS

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DETAIL 27B MODIFIED

4" WHITE THERMOPLASTIC TRAFFIC STRIPE (SPRAYABLE)

MAINTAIN EXISTING TRAFFIC MANAGEMENT

SYSTEM ELEMENTS DURING CONSTRUCTION


BREAK IN SHOULDER RUMBLE STRIP (6")


1’

4" WHITE

THERMOPLASTIC

TRAFFIC STRIPE

DETAIL 27B MODIFIED

10-25-10

05 SB 166 0.5/5.6 4 15

11-15-10

EXISTING THERMOPLASTIC TRAFFIC STRIPING (TO BE REMOVED)

50’

200’ROUTE 166

ROUTE 166

ROUTE 166

DETAIL 22 ModDETAIL 29 Mod

FARM ROAD OR DRIVEWAY ACCESS

DETAIL 29 Mod

NO SCALE

PDD-2

DETAIL 22 Mod

DETAIL 23 Mod

DETAIL 22 Mod

DETAIL 22 Mod

BREAK IN DETAIL 29 Mod

NO CENTERLINE DELINEATION

PAVEMENT DELINEATION DETAILS

Det 27B

50’

EP

EPEP

EP

EP

DETAIL 29 Mod

Det 23 Mod

EP

EP

ROUTE 166

Det 23 Mod

EP

200’

DETAIL 22 Mod

Det 23 Mod

EP

50’ 50’

Det 27BEP EP

Var

MATCH Exist

Var

MATCH

Exist

Det 38

INTERSECTION WITH CHANNELIZATION (Typ)

FARM ROAD ACCESS POINTS

PM 4.27, 4.69, AND 4.71

INTERSECTION WITHOUT CHANNELIZATION (Typ)

ST

EV

E W

YA

TT

DE

SIG

N

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 =

>

07

:2

6

18

-N

O

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





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S. LOZON

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LDETAIL 27B Mod

DETAIL 27B ModDETAIL 27B Mod

DETAIL 27B Mod

DETAIL 27B Mod

DETAIL 27B Mod

DETAIL 27B Mod

DETAIL 27B Mod

DETAIL 27B Mod

DETAIL 27B Mod

Det 27C

Det 27B

EP EP

DETAIL 27B Mod

Det 27B

100’

100’

100’

100’

100’

DRIVEWAY/FARM ACCESS ROAD (Typ)

10-25-10

05 SB 166 0.5/5.6 5 15

11-15-10

100’

PDQ-1

DETAIL

No.

PAVEMENT MARKER

EALF Sta LF

THERMOPLASTIC

TRAFFIC STRIPE

(SPRAYABLE)LENGTH

POST MILE

REMOVE

DETAIL

No.

RETRO-

REFLECTIVE

NON-

REFLECTIVE

EA

SHEET 1 TOTAL

0.51 TO 0.53

0.53 TO 0.55

0.55 TO 0.58

0.58 TO 0.61

0.95 TO 1.11

1.11 TO 1.17

1.17 TO 1.20

1.20 TO 1.37

1.37 TO 1.38

1.38 TO 1.40

1.40 TO 1.51

1.51 TO 1.53

1.53 TO 1.71

1.71 TO 1.73

1.73 TO 1.92

1.92 TO 2.00

2.00 TO 2.10

2.10 TO 2.16

2.16 TO 2.30

2.30 TO 2.32

2.32 TO 2.46

2.46 TO 2.68

2.68 TO 2.72

2.72 TO 2.88

2.88 TO 2.90

2.90 TO 3.08

3.08 TO 3.11

3.11 TO 3.24

3.24 TO 3.32

3.32 TO 3.43

3.43 TO 3.47

3.47 TO 3.49

3.49 TO 3.64

0.61 TO 0.62

0.62 TO 0.82

0.82 TO 0.85

106

106

158

158

158

317

158

898

106

581

106

950

106

1003

422

528

317

739

106

739

1162

211

845

106

950

158

581

211

106

792

53

1056

845

53

686

422

29/27B

22/27B

19/27B

19/27B

6/27B

6/27B

19/27B

22/27B

22/27B

19/27B

19/27B

6/27B

6/27B

6/27B

6/27B

6/27B

6/27B

6/27B

6/27B

6/27B

19/27B

19/27B

19/27B

19/27B

6/27B

6/27B

6/27B

6/27B

6/27B

6/27B

6/27B

6/27B

6/27B

19/27B

19/27B

29/27B

9

10

10

1

22

10

70

26

10

56

1

2

12

2

20

2

21

9

11

20

46

7

46

24

4

18

2

20

3

14

9

12

13

7

66

9

1.58

8.98

0.53

5.28

8.45

9.50

5.81

2.11

1.06

1.58

5.81

9.50

7.39

7.39

6.86

10.56

10.03

11.62

26

40

13

40

79

264

13

145

26

238

132

79

26

185

238

40

145

53

26

40

264

211

224

26

26

251

106

185

290

53

211

26

172

106

26

198

79

53

53

26

158

79

53

53

53

211

158

106

79

211

53

792

106

106

158

158

317

581

950

317

739

739

211

106

686

792

211

1056

158

158

898

106

106

106

1003

422

528

106

1162

845

950

158

581

211

106

845

422

22,597

SHOULDER

RUMBLE

STRIP

(6")

1.06

2.11

3.17

3.17

1.58

0.53

1.06

1.06

4.22

3.17

2.11

0.53

3.17

4.22

1.06

21.12

16.90

17.95

11.62

19.01

20.06

10.56

14.78

14.78

23.23

16.90

19.01

13.73

11.62

15.84

STALF

211

317

317

634

317

1795

1162

1901

2006

845

1056

634

1478

1901

1373

1162

422

211

1584

211

2112

317

1690

1478

211

2323

1690

845

42,451

106

106

211

211

211

422

211

317

REMOVE

THERMOPLASTIC

TRAFFIC

STRIPE

PAVEMENT DELINEATION QUANTITIES

3.64 TO 3.74

3.76 TO 3.80

3.80 TO 3.84

3.84 TO 3.97

4.28 TO 4.37

4.37 TO 4.43

3.97 TO 4.07

4.08 TO 4.18

4.18 TO 4.27

528

211

211

686

528

475

317

528

475

19/27B

29/27B

29/27B

22/27B

22/27B

29/27B

22/19/27B

29/27B

22/27B

18

31

57

44

44

40

40

20

44

3.17

132

172

79

132

132

119

119

53

53

264

264

475

211

211

686

264

475

422

422

1373

317

528

528

528

950

950

4.21

2.11

6.34

8.45

8.45

10.55

13.73

10.54

10.54

1584

422

422

1373

634

1584

1584

950

950

4.43 TO 4.44 53 19/27B 3 106 13 26 0.53

125.66 363.18

REMOVE YELLOW

THERMOPLASTIC

TRAFFIC STRIPE

(HAZARDOUS WASTE)

13

13

26

26

26

53

26

40

66

422

211

198

198

264

198

1690

634

198

1122

145

238

251

106

132

396

924

132

924

290

211

238

172

106

145

264

132

3168

1056

845

264

2746

1056

1056

1901

1901

396

25,305

YELLOW WHITE YELLOW WHITE

211

317

317

634

1162

1901

634

1478

1478

422

211

1373

1584

211

106

2112

317

317

1795

106

211

211

211

2006

845

1056

211

2323

1690

1901

317

1162

422

211

1690

845

422

422

1373

634

1056

1056

1056

950

950

106

42,661

53

53

53

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

REMOVE

PAVEMENT

MARKER

(N)

3.66 TO 3.75

TYPE

AYD G

68

38 22 475475 22

3.98 TO 4.07 475 22 38 22 475

4.08 TO 4.18

4.06 TO 4.09

528

158

24 38

27C

24 528

158

CENTER-

LINE

RUMBLE

STRIP

(12")

BONITA SCHOOL Rd

RAY Rd

1064

ST

EV

E W

YA

TT

DE

SIG

N

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 =

>

07

:2

6

18

-N

O

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

-2

5-1

0

USERNAME => trmik

DGN FILE => 05000004


IS IN INCHES


S. LOZON

43136

3-31-12

AU

ST

IN

BU

IS

T

MIC

HA

EL

O’N

EA

L

S SIMAS Rd

29 Mod/27B Mod

22 Mod/27B Mod

22 Mod/27B Mod

23 Mod/27B Mod

23 Mod/27B Mod

22 Mod/27B Mod

22 Mod/27B Mod

22 Mod/27B Mod

23 Mod/27B Mod

23 Mod/27B Mod

22 Mod/27B Mod

22 Mod/27B Mod

23 Mod/27B Mod

22 Mod/27B Mod

23 Mod/27B Mod

22 Mod/27B Mod

23 Mod/27B Mod

22 Mod/27B Mod

23 Mod/27B Mod

22 Mod/27B Mod

23 Mod/27B Mod

22 Mod/27B Mod

23 Mod/27B Mod

22 Mod/27B Mod

22 Mod/27B Mod

23 Mod/27B Mod

22 Mod/27B Mod

23 Mod/27B Mod

22 Mod/27B Mod

23 Mod/27B Mod

22 Mod/27B Mod

23 Mod/27B Mod

22 Mod/27B Mod

22 Mod/27B Mod

23 Mod/27B Mod

29 Mod/27B Mod

23 Mod/27B Mod

29 Mod/27B Mod

29 Mod/27B Mod

29 Mod/27B Mod

23 Mod/27B Mod

23 Mod/27B Mod

29 Mod/27B Mod

29 Mod/27B Mod

22 Mod/27B Mod

23 Mod/27B Mod

0.85 TO 0.89

0.91 TO 0.95

PAVEMENT

DELINEATION

QUANTITIES

3.73 TO 3.76 158

211

211

19/27B

22/27B

13

18

264

422 422

422 23 Mod/27B Mod

23 Mod/27B Mod

8.45

53

53 106

106

211

211

422

422

4.20

4.20

27C 158

54115333

10-25-10

05 SB 166 0.5/5.6 6 15

11-15-10

PDQ-2

REMOVE

THERMOPLASTIC

PAVEMENT

MARKING

THERMOPLASTIC

PAVEMENT

MARKINGPOST MILE

SQFT

DETAIL

22

31

22

22

22

31

22

22

PAVEMENT MARKING QUANTITIES

TYPE III ARROW (Lt)

TYPE III ARROW (Lt)

31

22

42

42

31

22

42

42

TYPE III ARROW (Lt)

TYPE III ARROW (Lt)

TYPE III ARROW (Lt)

42

42

42

42

42

42

TYPE III ARROW (Lt)

TYPE III ARROW (Lt)

TYPE III ARROW (Lt)

TYPE III ARROW (Lt)

42

42

42

42

42

42

42

42

TOTAL

TYPE III ARROW (Lt)

TYPE III ARROW (Lt)

TYPE III ARROW (Lt)

42

42

42

42

42

0.67

0.68

0.89

0.91

1.09

1.10

3.65

3.69

3.73

3.98

4.02

4.06

4.08

4.12

4.17

4.83

4.87

4.92

STOP

AHEAD

STOP

STOP

AHEAD

STOP

42

780 780

DETAIL

No.

PAVEMENT MARKER

EALF Sta LF

THERMOPLASTIC

TRAFFIC STRIPE

(SPRAYABLE)LENGTHPOST MILE

REMOVE

DETAIL

No.

RETRO-

REFLECTIVE

NON-

REFLECTIVE

EA

SHOULDER

RUMBLE

STRIP

(6")

LF

REMOVE

THERMOPLASTIC

TRAFFIC

STRIPE

4.44 TO 4.45

4.45 TO 4.54

4.54 TO 4.56

4.56 TO 4.61

4.61 TO 4.66

4.66 TO 4.68

4.69 TO 4.71

4.72 TO 4.81

4.83 TO 4.93

4.93 TO 5.05

5.05 TO 5.08

5.08 TO 5.13

5.13 TO 5.22

5.22 TO 5.36

5.36 TO 5.49

5.49 TO 5.53

5.53 TO 5.58

SHEET 2 TOTAL

SHEET 1 TOTAL

475

106

264

264

106

106

475

528

634

158

264

475

739

686

211

264

53

19/27B

6/27B

6/27B

6/27B

6/27B

19/27B

22/27B

29/27B

22/27B

29/27B

29/27B

29/27B

19/27B

6/27B

6/27B

6/27B

6/27B 1

10

2

6

16

9

9

40

44

53

13

16

10

15

14

4

16

300

4.75

2.64

4.75

6.86

2.64

21.64

147.3

13

66

158

40

66

185

66

119

26

66

26

26

119

132

119

172

53

634

79

26

53

475

264

132

370

106

132

106

106

264

211

158

264

739

211

475

106

264

211

950

528

1267

475

686

264

29,723

0.53

9.50

1.06

5.28

5.28

1.06

1.06

9.49

2.11

5.28

9.50

4.22

105.05

468.23

10.55

12.67

13.73

13.73

Sta

950

528

211

211

950

1584

1267

317

1478

528

950

1373

528

12,142

54,593

106

211

528

422

PAVEMENT DELINEATION QUANTITIES

42,451 125.66 22,597 363.18

REMOVE YELLOW

THERMOPLASTIC

TRAFFIC STRIPE

(HAZARDOUS WASTE)

13

26

66

53

119

330

422

422

1901

1056

2534

317

330

119

185

172

330

25,305

33,700

YELLOW WHITE

528

211

317

528

1478

422

950

211

528

211

950

1584

1267

950

1373

528

12,775

55,436

42,661

106

YELLOW WHITE

53

GRAND TOTAL

TOTAL

85,159

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

REMOVE

PAVEMENT

MARKER

(N)

PAVEMENT DELINEATION

QUANTITIES

TYPE

AYGD

22

4.81 TO 4.84

4.83 TO 4.92

3.61

3.62 AHEAD

SIGNAL

3.88

3.89

AHEAD

SIGNAL 32 32

3232

31 31

31 31

158

475 22

27C

38 22

68

90

158

475

CENTER-

LINE

RUMBLE

STRIP

(12")

BLACK Rd

1064

1364

ST

EV

E W

YA

TT

DE

SIG

N

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 =

>

07

:2

7

18

-N

O

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

-2

5-1

0

USERNAME => trmik

DGN FILE => 05000004


IS IN INCHES


S. LOZON

43136

3-31-12

AU

ST

IN

BU

IS

T

MIC

HA

EL

O’N

EA

L

23 Mod/27B Mod

22 Mod/27B Mod

23 Mod/27B Mod

22 Mod/27B Mod

22 Mod/27B Mod

29 Mod/27B Mod

29 Mod/27B Mod

29 Mod/27B Mod

23 Mod/27B Mod

29 Mod/27B Mod

23 Mod/27B Mod

23 Mod/27B Mod

22 Mod/27B Mod

23 Mod/27B Mod

22 Mod/27B Mod

23 Mod/27B Mod

23 Mod/27B Mod

1452

5333

6785

6875

2483

5411

7894

8395 7126

10-25-10

05 SB 166 0.5/5.6 7 15

11-15-10

33,700 54,593 147.3 7894 468.23

THIS PLAN IS ACCURATE FOR ELECTRICAL WORK ONLY.

AL

I B

AK

HD

OU

D

10

-2

5-1

0

E-1THIS PLAN IS ACCURATE FOR ELECTRICAL WORK ONLY.

NO SCALE

KA

RIM

AB

DO

LL

AH

IAN

NO

RM

A G

AL

LE

GO

S

V

E

H

I

C

L

E

C

L

A

S

S

I

F

I

C

A

T

I

O

N

S

T

A

T

I

O

N

W-1-1

W-P-1-1

E-P-1-2

PIEZO AXLE SENSOR

LANE 1

LANE 1

LANE NUMBER

D-L-1

DIRECTION OF TRAFFIC

E - EASTBOUND

W - WESTBOUND

E-1-1

N - NORTHBOUND

S - SOUTHBOUND

2’

DIRECTION OF TRAFFIC

E - EASTBOUND

W - WESTBOUND

N - NORTHBOUND

S - SOUTHBOUND

D-P-L-N

P - PIEZO AXLE SENSOR

LANE NUMBER

DLC IDENTIFICATION

PIEZO AXLE SENSOR IDENTIFICATION

PIEZO AXLE SENSOR INSTALLATION

DETAIL B

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

..

.

..

.

.

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..

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..

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..

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..

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.

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.

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.

.

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..

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.

LEVEL

(NO TWISTS)

PAVEMENT SURFACE

0.75"0.75"

0.1

2"

2.0

0"

BRACKETS BRACKETSBRACKETS

SAW SLOT

.

.

.

.

.

.

.

.

.

.

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.

..

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..

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.

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.

0.12"0.12"

6"

EPOXY GROUT

PIEZO AXLE SENSOR

SECTION A-A

A

A

STC

0.3

75

"

DLC AND PIEZO AXLE SENSOR IDENTIFICATION

DETAIL A

R

O

U

T

E

1

6

6

PM 3.15

AB

AB

1

2

LEGEND:

IDENTIFY DETECTOR LOOPS AND PIEZO AXLE SENSORS AS SHOWN IN DETAIL A.

INSTALL PIEZO AXLE SENSORS AS SHOWN IN DETAIL B.

05000004741

Exist 2"C,

RCRC

1

AND SOLAR PANELS

2

3

AB

60

BO

NIT

A S

CH

OO

L R

d

2

2

0

’

T

O

L

I

M

I

T

L

I

N

E

3 3 3

3 3

65

4

7

5

’

T

O

L

I

M

I

T

L

I

N

E

2

2

0

’

T

O

L

I

M

I

T

L

I

N

E

4

7

5

’

T

O

L

I

M

I

T

L

I

N

E

WESTBOUND

EASTBOUND

INTERSECTION OF ROUTE 166 AND BONITA SCHOOL ROAD.

E-P-1-1

W-P-1-2

ROUTE 166

1 - FOR ALL LOOPS

1 - ENTERING

2 - LEAVING

2’

2’

2’

ADD 4 LOOP WIRES, 4 STC

No.

Exp.

RE

GI

ST

ER

E

D

PR O F ESS I O N

A

L

EN

GI

NE

ER

S

TA

TE OF CAL IFOR N

IA

ELECTRICAL

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

TIM

E P

LO

TT

ED

=>

DA

TE

PL

OT

TE

D =

>

15

:0

3

18

-N

O

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





REGISTERED ELECTRICAL ENGINEER

R

BORDER LAST REVISED 7/2/2010USERNAME => trpie

DGN FILE => 05000004


IS IN INCHES

0 1 2 3UNIT PROJECT NUMBER & PHASE1515

ALL Exist DETECTOR LOOPS AND PIEZO AXLE SENSORS.

2 dlc, 4 stc,

ABBREVIATIONS:

STC - SCREENED TRANSMISSION CABLE

stc - Exist SCREENED TRANSMISSION CABLE

Exist TYPE M CABINET

EL

EC

TR

IC

AL

DE

SIG

N10-25-10

E19105

6-30-12

S

NORMA M.

GALLEGOS

05 SB 166 0.5/5.6 8 15

11-15-10

EXISTING LOOP CONDUCTORS IN PAVEMENT SHALL REMAIN IN PLACE AT

R/W

R/WR/W

R/WR/W

R/W

R/W

R/W

FOR ACCURATE RIGHT OF WAY AND ACCESS DATA,

CONTACT RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.

NOTE:

DIST COUNTY ROUTEPOST MILES

TOTAL PROJECT

SHEET

NO.

TOTAL

SHEETS

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


The State of California or its officers or

agents shall not be responsible for the accuracy

sheet.

or completeness of electronic copies of this plan

NO SCALE

STATE OF CALIFORNIA


XXX

NOTES:

Direction of Travel

Direction of Travel

Direction of Travel

Direction of Travel

Direction of Travel

Direction of Travel

Temporary railing

6’-0

" M

ax

400LBS

700LBS

700LBS

ARRAY ‘TU14’

Direction of Travel

Direction of Travel

Temporary railing 400LBS 700LBS

400LBS

400LBS 700LBS

400LBS 700LBS

400LBS 700LBS

ARRAY ‘TU21’

400LBS 700LBS

ARRAY ‘TU17’

1.

2.

3.

4.

on the traveled way.

the module lid.

2’-0"

2’-0"

2’-0"

2’-0"

5. Refer to Standard Plan A73B for marker details.

(Type K) or fixed object

(Type K) or fixed object

400LBS

400LBS

400LBS

400LBS

400LBS

400LBS

TEMPORARY CRASH CUSHION,

SAND FILLED

(UNIDIRECTIONAL)

200LBS 200LBS

200LBS 200LBS

1400LBS

1400LBS

1400LBS

1400LBS

1400LBS 1400LBS

1400LBS

1400LBS 1400LBS

1400LBS

1400LBS

1400LBS

1400LBS

1400LBS 1400LBS

1400LBS

1400LBS

1400LBS

1400LBS

1400LBS 1400LBS

1400LBS 1400LBS

1400LBS

1400LBS

1400LBS 1400LBS

1400LBS

2100LBS

2100LBS

2100LBS

2100LBS

2100LBS

2100LBS

2100LBS

2100LBS

2100LBS

2100LBS

Place the top of Type R marker panel 1" below

Temporary crash cushion arrays shall not encroach

Indicates sand filled module location and

weight of sand in pounds for each module.

diameter of the module.

Module spacing is based on the greater

All sand weights are nominal.

PLAN

ELEVATION

CRASH CUSHION PALLET DETAIL

Modules

Pallet

Roadway surface

Dia

Module

Dia

Module

1’-0"

Max

1’-0"

Max

1’-0"

Max

1’-0"

Max

1’-0"

Max

1’-0"

Max

2’-6"

Min

2’-0"

Max

Temporary railing

(Type K) or

fixed obstacle

2’-6

"

Min

6’-0"

Max

2’-6"

Min

2’-6"

Min

2’-6"

Min

Fix

ed

object

Type R

Marker

Panel

Type R

Marker

Panel

Type R

Marker

Panel

Type R

Marker

Panel

1400LBS

6. Approach speeds indicated conform to NCHRP 350 Report

criteria.

2’-6"

Min

2’-6"

Min

2’-6"

Min

2’-0"

Max

3"

Max

3"

Max 3"

Max

3"

Max

4�"

Max

6"

Max

ARRAY ‘TU11’

Randell D. Hiatt

C50200

6-30-09

CIVIL

To accompany plans dated

REVISED STANDARD PLAN RSP T1A

2006 R

EV

IS

ED

ST

AN

DA

RD

PL

AN

RS

P T

1A

DATED MAY 1, 2006 - PAGE 211 OF THE STANDARD PLANS BOOK DATED MAY 2006.

See Note 7

7.

Approach speed 45 mph or more

Approach speed less than 45 mph



5-15-08

Use of pallets is optional.

RSP T1A DATED JUNE 6, 2008 SUPERSEDES STANDARD PLAN T1A

June 6, 2008

05 SB 166 0.5/5.6 9 15

11-15-10


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




sheet.


NO SCALE

STATE OF CALIFORNIA


1.

2.

3.

4.

on the traveled way.

5. Refer to Standard Plan A73B for marker details.

spacing is based on the greater diameter of

the module.



SAND FILLED

(BIDIRECTIONAL)

Indicates sand filled module location and weight

of sand in pounds for each module. Module

Temporary crash cushion arrays shall not encroach

Place the Type P marker panel so that the bottom

of the panel rests upon the pallet.

NOTES:


Approach speeds indicated conform to NCHRP 350 Report

criteria.

6.

XXX

PLAN

ELEVATION

Modules

Pallet

Roadway surface

Dia

Module

Dia

Module

3"

Max

3"

Max 3"

Max

3"

Max

4�"

Max

6"

Max

Randell D. Hiatt

C50200

6-30-09

CIVIL

Direction of Travel

400LBS 700LBS

Direction of Travel

1400LBS

1400LBS

1400LBS 1400LBS

1400LBS 1400LBS

1400LBS

2100LBS

2100LBS

2’-0"

6"

Max

2’-6

"

Min

Type P

Marker

Panel

ARRAY ‘TB11’

Direction of Travel

Direction of Travel

ARRAY ‘TB14’

400LBS

400LBS

400LBS

700LBS

700LBS

2’-0"

400LBS200LBS 200LBS

1400LBS

1400LBS 1400LBS

1400LBS 2100LBS

2100LBS

6"

Max

2’-6"

Min

Type P

Marker

Panel

Temporary railing (Type K) or temporary end of

concrete barrier or temporary end of thrie beam

barrier or fixed object

Temporary railing (Type K) or temporary end of

concrete barrier or temporary end of thrie beam

barrier or fixed object


REVISED STANDARD PLAN RSP T1B

2006 R

EV

IS

ED

ST

AN

DA

RD

PL

AN

RS

P T

1B


7.

See Note 7




5-15-08

RSP T1B DATED JUNE 6, 2008 SUPERSEDES STANDARD PLAN T1B

June 6, 2008

05 SB 166 0.5/5.6 10 15

11-15-10


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




sheet.


NO SCALE

STATE OF CALIFORNIA


XXX

NOTES:

Refer to Standard Plan A73B for marker details.8.

9.

1.

2.

3.

4.

5.

6.

7.

The temporary crash cushion arrays shown on this plan shall

side of the temporary crash cushion array.

If the fixed object or approach end of the temporary railing

traveled way.

on this plan for outside shoulders.

For shoulder widths less than 8’-0", appropriate approved

crash cushion protection, other than sand filled modules,

the Engineer.

10.

criteria.

Approach speeds indicated conform to NCHRP 350 Report


SAND FILLED

(SHOULDER INSTALLATIONS)

Indicates sand filled module location and weight of sand


be used only in locations where there will be traffic on one

Temporary crash cushion arrays shall not encroach on the

in pounds for each module. Module spacing is based on

the greater diameter of the module.

is less than 15’-0" from the edge of traveled way, a temporary

Arrays for median shoulders shall conform to details shown

panel rests upon the pallet and faces traffic.

Place the Type P marker panel so that the bottom of the

shall be provided at fixed objects and at approach ends of

temporary railing. The specific type of crash cushion shall

be as shown on the project plans or as specified in the

Special Provisions, or if not shown on the project plans or

specified in the Special Provisions, shall be as approved by

crash cushion is required in a construction or work zone.

PLAN

ELEVATION


Modules

Pallet

Roadway surface

Dia

Module

Dia

Module

3"

Max

3"

Max 3"

Max

3"

Max

4�"

Max

6"

Max

Randell D. Hiatt

C50200

6-30-09

CIVIL

Direction of travel

Edge of traveled way

Edge of shoulder

Type P

Marker

Panel

Temporary railing (Type K)

400LBS 700LBS

2’-0"

or fixed object

See Note 3

See Note 9

1400LBS

1400LBS

1400LBS 1400LBS

1400LBS 1400LBS

1400LBS

2100LBS

2100LBS

8’-0

" to

1

5’-0

"

2’-6"

Min

See Note 4

ARRAY ‘TS11’

Direction of travel

Edge of traveled way

Edge of shoulder

Type P

Marker

Panel

Temporary railing (Type K)

400LBS

700LBS

700LBS

2’-0"

or fixed object

See Note 3

400LBS

400LBS

400LBS

ARRAY ‘TS14’

See Note 9

200LBS 200LBS

1400LBS

1400LBS 1400LBS

1400LBS 2100LBS

2100LBS

8’-0" to 15’-0"

2’-6"

Min

See Note 4


2006 R

EV

IS

ED

ST

AN

DA

RD

PL

AN

RS

P T

2

REVISED STANDARD PLAN RSP T2


11.

See Note 11




5-15-08

RSP T2 DATED JUNE 6, 2008 SUPERSEDES STANDARD PLAN T2

June 6, 2008

05 SB 166 0.5/5.6 11 15

11-15-10


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



sheet.


S

F

Luminaire on wood pole

Electrolier (see project notes or project plans)

1.

2.

3.

M

STANDARD

TYPES

15, 15D

15

STRUCTURE

21, 21D

STRUCTURE

30

31

32

35

36-20A

Pendant, 70 W HPS

unless otherwise specified.

Flush, 70 W HPS


Wall surface, 70 W HPS


Existing soffit or wall luminaire

to remain unmodified.

Existing soffit or wall luminaire

to be modified as specified.

Arrow indicates "street side"

of luminaire.

STATE OF CALIFORNIA


ELECTRICAL SYSTEMS

(SYMBOLS AND ABBREVIATIONS)

NO SCALE

E14512

ELECTRICAL

ELECTROLIERS

NOTES:

ABBREVIATIONS AND EQUIPMENT DESIGNATIONS

PROPOSED EXISTING

SOFFIT AND WALL

MOUNTED LUMINAIRES

High mast light pole

Double Arm lighting standard

Existing electrolier


Jeffery G. McRae

Electrolier foundation (Future installation)

Luminaires shall be 310 W HPS when

installed on Type 21, 21D, 30, 31, 32, 35

and 36-20A Standards, unless otherwise

specified. Luminaires shall be 200 W

HPS when installed on other type

standards or poles, unless otherwise

specified.

Luminaires shall be the cutoff type,

ANSI Type ˛˛˛ medium cutoff lighting

distribution, unless otherwise specified.

Variations noted adjacent to symbol on

project plans.

STANDARD NOTES:NOTE:

6-30-08

Abandon. If applied to conduit, remove conductors.

Install pull box in existing conduit run.

Pedestrian barricade, type as indicated on plan.

Install conduit into existing pull box.

Connect new and existing conduit. Remove existing conductors

and install conductors as indicated.

Conduit to remain for future use. Remove conductors. Install

pull wire or rope.

Detector handhole.

Foundation to be abandoned.

Install sign on signal mast arm.

No slip base on standard.

Photoelectric control.

Photoelectric unit.

Equipment or material to be removed and become the property

of the Contractor.

Remove electrolier, fuses and ballast. Tape ends of conductors.

Relocate equipment.

Remove and reuse equipment.

Remove and salvage equipment.

Splice new to existing conductors.

Service disconnect.

Standard to remain for future use. Remove luminaire, pole

conductors, fuses and ballast.

Telephone service point.

AB

BC

BP

CB

CC

CF

DH

FA

IS

NS

PEC

PEU

RC

RE

RL

RR

RS

SC

SD

SF

TSP

bbs

bc

C

cctv

ckt

cms

dlc

ems

evc

evd

fb

fbca

fbs

fo

G

GFCI

har

hex

hps

iisns

isl

led

lma

lps

ltg

lum

mat

mas

mas-4A

mas-4B

mas-4C

mas-5A

mas-5B

mc

m/m

mt

mtg

mv

N

NC

NO

pb

pec

ped

peu

ppb

rm

sb

sic

sig

sma

sns

sp

tdc

tms

tos

veh

xfmr

comm

rwis

BBS

BC

C

CCTV

CKT

CMS

DLC

EMS

EVC

EVD

FB

FBCA

FBS

FO

G

GFCI

HAR

HEX

HPS

IISNS

ISL

LED

LMA

LPS

LTG

LUM

MAT

MAS

MAS-4A

MAS-4B

MAS-4C

MAS-5A

MAS-5B

MC

M/M

MT

MTG

N

NC

NO

PB

PEC

PED

PEU

PPB

RL

RM

SB

SIC

SIG

SMA

SNS

SP

TDC

TMS

TOS

VEH

XFMR

COMM

RWIS

Battery backup system

Bolt circle

Conduit

Closed circuit television

Circuit

Changeable message sign

Loop detector lead-in cable

Extinguishable message sign

Emergency vehicle cable

Emergency vehicle detector

Flashing beacon

Flashing beacon control assembly

Flashing beacon with slip base

Fiber optic

Ground (Equipment Grounding Conductor)

Ground fault circuit interrupt

Highway advisory radio

Hexagonal

High pressure sodium

Internally illuminated street name sign

Induction sign lighting

Light emitting diode

Luminaire mast arm

Low pressure sodium

Lighting

Luminaire

Mast arm mounting vehicle signal faces,

top attachment


side attachment


side attachment - 4 signal section


side attachment - 5 signal section

Mercury contactor

Multiple to multiple transformer

Conduit with pull wire or rope only

Mounting

Mercury vapor lighting fixture

Neutral (Grounded Conductor)

Normally closed

Normally open

Pull box

Photoelectric control (Type ˛, ˛˛, ˛˛˛, ˛ˇ or

ˇ as shown)

Pedestrian

Photoelectric unit

Pedestrian push button

Relocated equipment

Ramp metering

Slip base

Signal interconnect cable

Signal

Signal mast arm

Street name sign

Service point

Telephone demarcation cabinet

Traffic monitoring station

Traffic Operations System

Vehicle

Transformer

Communication

Roadway weather information system


7-10-07

2006 R

EV

IS

ED

ST

AN

DA

RD

PL

AN

RS

P E

S-1A

REVISED STANDARD PLAN RSP ES-1A


RSP ES-1A DATED OCTOBER 5, 2007 SUPERSEDES STANDARD PLAN ES-1A

October 5, 2007

05 SB 166 0.5/5.6 12 15

11-15-10


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



sheet.


indicated or noted

Communication conduit

Telephone conduit

Fire alarm conduit

Conduit termination

Overhead lines

utility owned

door indicates front of enclosure

Telephone demarcation cabinet

Type of installation

Pole height above grade

on structure

C

T

F f

t

c

R r

UU

Service equipment enclosure type

Service equipment enclosure

PV

R Y

ohOH

Pole guy with anchor

Overhead sign - Single post

Overhead sign - Two post

Overhead sign - Mounted

T t

Overhead sign with electrolier

Lighting Conduit, unless otherwise

Traffic signal conduit

Wood pole "U" indicates

FO fo Fiber optic conduit

PV

C

E14512

ELECTRICAL

STATE OF CALIFORNIA


ELECTRICAL SYSTEMS


NO SCALE

CONDUIT

EXISTINGPROPOSED

PROPOSED EXISTING

SERVICE EQUIPMENT

POLE-MOUNTED SERVICE DESIGNATION

ILLUMINATED OVERHEAD SIGN

EXISTINGPROPOSED

PROPOSED EXISTING

SIGNAL EQUIPMENT

NOTES:


TYPE H SERVICE - 28’-10"

SIGNAL EQUIPMENT Cont

PROPOSED EXISTING

Jeffery G. McRae

All signal sections shall be 12" unless

shown otherwise.

Signal heads shall be provided with

backplates unless shown otherwise.

Signal indication shall be LED.

1.

2.

3.

Conduit riser in/on structure or

service pole

Utility transformer - ground mounted

˛˛˛

6-30-08

RSP

ES-9A



7-10-07

20

06

RE

VIS

ED

ST

AN

DA

RD

PL

AN

RS

P E

S-1

B

Guard post

Type 1 Standard with "Meter On" sign

Emergency Vehicle detector

REVISED STANDARD PLAN RSP ES-1B

Pedestrian signal face

Pedestrian push button post

Pedestrian barricade

Vehicle signal face (with backplate, 3-Section:

red, yellow and green)

Vehicle signal face with angle visors

Modifications of basic symbols:

"L" Indicates all non-arrow sections louvered

"LG" Indicates louvered green section only

"PV" Indicates 12" programmed visibility

sections

"8" indicates all 8" sections (only

when specified)

Type 15TS and Vehicle signal face

Vehicle signal face with red, yellow and green

left arrow sections

Vehicle signal face with red and yellow

sections and up green arrow

Vehicle signal face (5 Section) with red, yellow and

green sections and yellow and green right arrows

Type 1 Standard and attached vehicle signal faces

Standard with signal mast arm only and

attached vehicle signal faces and internally

illuminated street name sign

Type 33 Standard, Left-turn vehicle signal face

and sign

Standard with luminaire and signal mast arms

and attached vehicle signal faces

Cantilever flashing beacon Type 9 Frame, with a

sign unless otherwise specified or indicated

Type 15-FBS Standard with two vehicle signal face

sections with lens, backplate and visor with a sign

Flashing beacon. One vehicle signal face section

with lens, backplate and visor. "R" indicates red

indication, "Y" indicates yellow indication

Controller assembly. Door indicates front of

cabinet

October 5, 2007

RSP ES-1B DATED OCTOBER 5, 2007 SUPERCEDES STANDARD PLAN ES-1B

05 SB 166 0.5/5.6 13 15

11-15-10


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



sheet.


CMS cmsChangeable message sign

U = Upper

L = Lower

Slot number in input file

Input file (I or J)

Phase

5 J 9 U

dhDH

Vehicle detector designation

Sign number - Place on post or structure

Do NOT place

on standard or

structure

Transformer rating (kVA)

Number and type of fixtures

Number and size of conductors and cables

detectors and phase diagrams

Project note numbers

Equipment description, installation or item numbers

Conduit run numbers

1

A

1

2

B

2

3

C

3

Case 3 arm loading

Standard type

Standard Plan sheet number

Sign No. 12345

10 ISL SCl 1.0

`1, `2, `2P, etc. Traffic phase identification for signal faces,

Detail number or letter

3 9A(21)

descriptions

Standard

future installation of Type 21

(21) = Anchor bolts and conduit for

3 = No. 3� pull box

8 = No. 8 (Pendant soffit pull box)

9A = No. 9A pull box

Pull box-No. 5 unless otherwise

Pull box-Additional designations or

(C) = Communications pull box

(E) = Pull box with extension

Lighting control type

EMS emsExtinguishable message sign

Closed circuit television camera

Highway advisory radio pole and antenna

indicated or noted.

STATE OF CALIFORNIA


ELECTRICAL SYSTEMS


NO SCALE

E14512

ELECTRICAL

12345 - 15’-0"

1�"C, 2#10, 15#14, 2 DLC

Size of conduit in inches

EQUIPMENT IDENTIFICATION

ILLUMINATED SIGN IDENTIFICATION NUMBER:

ELECTROLIER OR EQUIPMENT IDENTIFICATION NUMBER:

CONDUIT AND CONDUCTOR IDENTIFICATION:

SIGNAL AND LIGHTING STANDARD (TYPICAL DESIGNATION):

MISCELLANEOUS EQUIPMENT

EXISTINGPROPOSED

PULL BOXES

EXISTINGPROPOSED

VEHICLE DETECTORS

EXISTINGPROPOSED

5 = No. 5 pull box

6 = No. 6 pull box

7 = No. 7 (Ceiling pull box)

9 = No. 9 pull box

(S) = Sprinkler control pull box

(T) = Traffic pull box


19A - 3 - 100

Wind velocity = 100 mph

Jeffery G. McRae

Mast arm length, if shown.

Do not place on standard or structure.

Equipment number - Place on standard or

structure. Existing equipment numbers are

shown in parenthesis

WIRING DIAGRAM LEGEND

R

Detection device

M m

V v

6-30-08

REVISED STANDARD PLAN RSP ES-1C


7-10-07

2006 R

EV

IS

ED

ST

AN

DA

RD

PL

AN

RS

P E

S-1C

P

CB

A

V

M

UM

NB

GB

G

N

Pole

Circuit breaker

Ampere

Volt

Metered

Unmetered

Neutral bus

Ground bus

Equipment grounding conductor

Grounded conductor (Neutral)

M = Microwave sensor

V = Video image sensor

Type A detector loop.

Outline of sawcut shown.

Type B detector loop.


Type C detector loop.


Type D detector loop.


Type E detector loop.


Type Q detector loop.


Magnetic detector

Detector handhole

Microwave or video detection zone

RSP ES-1C DATED OCTOBER 5, 2007 SUPERCEDES STANDARD PLAN ES-1C


October 5, 2007

External conductor

Conductor or bus

Tie point

Contactor coil

Contactor, Contact NO

Terminal blocks

Contactor, Contact NC

Enclosure bond

Grounding electrode

Circuit breaker

Receptacle

05 SB 166 0.5/5.6 14 15

11-15-10


TOTAL PROJECT

SHEET

NO.

TOTAL

SHEETS


Exp.

RE

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ER

E

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PR O F ESS I O N

AL

E

NG

IN

EE

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S

TA

TE OF CAL IFOR N

IA



sheet.


LOOP INSTALLATION PROCEDURE

A A

B B

EP

Direction

of

travel

EP

C C

A A Laneline

EP EP

Laneline

A A

A A

SF

S

F

S

F

111 222 33 4

�" Min

SECTION B-BSECTION A-A SECTION C-C

TYPICAL LOOP CONNECTIONS

WINDING DETAILS

TYPE 1A

INSTALLATION

TYPE 2A

INSTALLATION

TYPE 3A

INSTALLATION

TYPE 4A

INSTALLATION

SAWCUT DETAILS

(Dashed lines represent the pull box)

SLOT DETAILS - TYPE 1 AND TYPE 2 LOOP CONDUCTOR

1A thru 4A = 1 Type A loop configuration in each lane.

1B thru 4B = 1 Type B loop configuration in each lane.

1C = 1 Type C loop configuration entering lanes as required.

1D thru 4D = 1 Type D loop configuration in each lane.

1E thru 4E = 1 Type E loop configuration in each lane.

1Q thru 4Q = 1 Type Q loop configuration in each lane.

(Use Type A, B, C, D, E or Q loop detector configurations only

when specified or shown on plans)

1.

2.

3.

4.

5.

6.

LOOP

2

LOOP

1

F

S

LOOP

1

LOOP

3

LOOP

2

LOOP

4

LOOP

3

LOOP

2

LOOP

1

Pull boxPull boxPull boxPull box

(Type A loop detector configurations illustrated)

See Notes 6 and 7

Splice

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

17.

18.

NO SCALE

STATE OF CALIFORNIA


ELECTRICAL SYSTEMS

(DETECTORS)

ELECTRICAL

Loops shall be centered in lanes.

Saw slots in pavement for loop conductors as shown in details.

Distance between side of loop and a lead-in saw cut from adjacent

detectors shall be 2’-0" minimum. Distance between lead-in saw cuts

shall be 6" minimum.

Bottom of saw slot shall be smooth with no sharp edges.

Slots shall be washed until clean, blown out and thoroughly dried

before installing loop conductors.

Adjacent loops on the same sensor unit channel shall be wound in

opposite directions.

Identify and tag loop circuit pairs in the pull box

with loop number, start (S) and finish (F) of conductor.

Identify and tag lead-in-cable with sensor number and phase.

Install loop conductor in slot using a �" to �" thick wood paddle.

Hold loop conductors with wood paddles (at the bottom of the sawed slot)

during sealant placement.

No more than 2 twisted pairs shall be installed in one sawed slot.

Allow additional 5’-0" of slack length of conductor for the lead-in run

to pull box.

The additional length of each conductor for each loop shall be twisted

together into a pair (6 turns per 3’-4" minimum) before being placed

in the slot and conduit leading to pull box.

Test each loop circuit for continuity, circuit resistance and insulation

resistance at the pull box before filling slots.

Fill slots as shown in details.

Splice loop conductors to lead-in-cable. Splices shall be soldered.

End of lead-in-cable and Type 2 loop conductor shall be waterproofed prior

to installing in conduit to prevent moisture from entering the cable.

Lead-in-cable shall not be spliced between the pull box and

the controller cabinet terminals.

Test each loop circuit for continuity, circuit resistance and insulation

resistance at the controller cabinet location.

Where loop conductors are not to be spliced to a lead-in-cable, the

ends of the conductors shall be taped and waterproofed with electrical

insulating coating.

6’-0"

6’-0"

6’-0"

6’-0"

6’-0"

6’-0"

6’-0"

6’-0"

6’-0"

6’-0"

6’-0"

6’-0"

6’-0"

6’-0"

�"

Max


Jeffery G. McRae

E14512

8-17-07

REVISED STANDARD PLAN RSP ES-5A

20

06

RE

VIS

ED

ST

AN

DA

RD

PL

AN

RS

P E

S-5

A

6-30-08


..

..

..

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. ...

.

.

...

....

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...

....

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...

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.

...

...

.

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..

...

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...

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.

..

. ...

.

.

..

.

...

.

.

. ...

.

.

.

.

....

.

.

..

. . . . . . .

Loop sealant

.

.

.

.

.

.

.

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.

...

.

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... .

.

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.

Loop sealant

2nd loop (twisted)

3 turns loop

conductors (unless

otherwise specified)

Loop conductors

(twisted) 1st loop (twisted)

See Note 9

.

.

.

Depth as

required

Depth as

requiredDepth as

required

Loop

sealant

.

. .

..

.

.

.

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�" Min to �" Max for Type 1 loop conductor

�" Min for Type 2 loop conductor

1"

Min

1"

Min

�"

Max

1"

Min

�"

Max

RSP ES-5A DATED OCTOBER 5, 2007 SUPERCEDES STANDARD PLAN ES-5A


October 5, 2007

05 SB 166 0.5/5.6 15 15

11-15-10

MILLER St BLOSSER RdSANTA MARIA RAY Rd … project engineer registered civil engineer ... santa...

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