in los angeles county in los angeles and … 0.1 mile north of route 1/103 separation from 0.3 mile...

ROUTE 103

To C

arso

n

ANAHEIM STREET OH

LONG BEACH

LOS ANGELES

UNION PACIFIC OH

W 20TH St

AveS

AN

GABRIE

L

E I St

Union

Pacific

Railroad

Union Pacific

Railroad

(PACIFIC C

OAST

Hwy)

Begin Work

PM 0.05

End Work

ROUTE 103U PM 6.5

TO BIDDERS AND SPECIAL PROVISIONS BOOK.

THIS CONTRACT IS INCLUDED IN THE NOTICE

THE STANDARD PLANS LIST APPLICABLE TO

LOS ANGELES

68219

9-30-17

LA 107 0.3/1.7103

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NO SCALE

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AN

AHEIM ST

RO

UTE 1

ULTRAMAR REFINERY POC

18

KWAN

KEVIN 12-1-16

TO 0.1 MILE NORTH OF ROUTE 1/103 SEPARATION

FROM 0.3 MILE NORTH OF UNION PACIFIC OVERHEAD

IN LOS ANGELES AND LONG BEACH

IN LOS ANGELES COUNTY

ROUTE 1/103 Sep

ROUTE 103U PM 6.2ROUTE 103 PM 1.6

December 27, 2016

x

x

x

x

x

LA

ST

RE

VISI

ON

STATE OF CALIFORNIA

DEPARTMENT OF TRANSPORTATION

PROJECT PLANS FOR CONSTRUCTION ON

STATE HIGHWAY

PR

OJ

EC

T

MA

NA

GE

R

SHEET

DEL NORTESISKIYOU MODOC

HUMBOLDT

TRINITY SHASTA LASSEN

TEHAMA

MENDOCINOGLENN BUTTE

PLUMAS

SIERRA

NEVADA

PLACER

YUB

A

COLUSA

LAKE

YOLO

NAPASONOMA

EL DORADO

MARIN

AMADORALPINE

CAL

AVER

AS

CONTRACOSTA

TUOLUMNEMONO

SANTACLARA

SANTA CRUZ

ST

ANIS

LA

US

MARIPOSA

MERCED

MA

DER

A

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-

JO

AQ

UINS

AN

SAN

BENITO

SAN

LUIS

SU

TT

ER

SAN FRANCISCO

SAN MATEO

Dist COUNTY ROUTETOTAL

SHEETSTOTAL PROJECT

LOCATION MAP

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POST MILESNo.

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

INDEX OF PLANS

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12-27-16

THE CONTRACTOR SHALL POSSESS THE CLASS (OR CLASSES)

PLANS APPROVAL DATE

RE

GIS

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DP

ROFESSIONAL

EN

GI

NE

ER

S

TATE

OF CALIFORN

IA

No.

Exp.

CIVIL

PROJECT ENGINEER

REGISTERED CIVIL ENGINEER

DATE

COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET.

RESPONSIBLE FOR THE ACCURACY OR

OFFICERS OR AGENTS SHALL NOT BE

THE STATE OF CALIFORNIA OR ITS

CONTRACT No.

PROJECT ID

PROJECT NUMBER & PHASE

0716000143

07-3W3404

UNIT73w340ab001.dgn

s122436USERNAME =>

DGN FILE =>

RELATIVE BORDER SCALE

IS IN INCHES

0 2 31CALTRANS WEB SITE IS: HTTP//WWW.DOT.CA.GOV/ 1964 07160001431

TO BE SUPPLEMENTED BY STANDARD PLANS DATED 2015

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BORDER LAST REVISED 8/1/2016

R

R

To Seal B

each

To

Wil

mington

PM 1.7

END CONSTRUCTION

To

Ter

minal Island

LOS ANGELES CITY LIMITLONG BEACH CITY LIMIT

ROUTE 47 PM 4.3

ROUTE 103 PM 0.0

PM 0.3

BEGIN CONSTRUCTION

RO

UTE 47

16-18 REVISED STANDARD PLANS

15 SUMMARY OF QUANTITIES

13-14 PAVEMENT DELINEATION QUANTITIES

7-12 TRAFFIC HANDLING DETAILS

6 CONSTRUCTION AREA SIGN

4-5 CONSTRUCTION DETAILS

2-3 TYPICAL CROSS SECTIIONS

1 TITLE AND LOCATION MAP

No.

SHEET DESCRIPTION

TYPICAL CROSS SECTIONS

X-1

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TOTAL PROJECT

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COPIES OF THIS PLAN SHEET.

THE ACCURACY OR COMPLETENESS OF SCANNED

OR AGENTS SHALL NOT BE RESPONSIBLE FOR

THE STATE OF CALIFORNIA OR ITS OFFICERS

R

USERNAME => s122436

DGN FILE => 73w340ca001.dgn


IS IN INCHES

0 1 2 3UNIT 1964 PROJECT NUMBER & PHASE 07160001431BORDER LAST REVISED 7/2/2010

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AN

2103LA07 0.3/1.7

EXISTING

MATCHEXISTING

MATCH

R/W R/W

EXISTING

EP EPEP EP

AND GUTTER

PCC CURB

EXISTING

PCC CURB

AND GUTTER

0.20’ AC

0.40’ AC BASE

0.50’ AS

BARRIER

CONCRETE

EXISTING

0.07’ RAC-G

PM 0.28 TO PM 0.9

PM 1.19 TO PM 1.58

0.10’ RHMA-G

0.20’ AC

0.40’ AC BASE

0.50’ AS

0.07’ RAC-G

0.10’ RHMA-G

SLURRY SEAL

EXISTING

MATCHEXISTING

MATCH

EXISTING EXISTING

EP

PCC CURB AND GUTTER

EP

PCC CURB AND GUTTER

EP EP

42’ 40’

EXISTING

BRIDGE COLUMNEXISTING

BRIDGE COLUMN

0.50’ AS

0.20’ AC

0.40’ AC BASE

BARRIER

CONCRETE

EXISTING

COLUMN

BRIDGE

EXISTING

0.10’ RHMA-G SLURRY SEAL

0.50’ AS

0.20’ AC

0.40’ AC BASE

0.10’ RHMA-G

36’ TO 50’ 24’ TO 50’

EXISTING

MATCHEXISTING

MATCH

R/W R/W

EXISTING

EP EPEP EP

AND GUTTER

PCC CURB

EXISTING

PCC CURB

AND GUTTER

0.20’ AC

0.40’ AC BASE

BARRIER

CONCRETE

EXISTING

0.03’ RAC-G SLURRY SEAL

24’ TO 36’ 24’ TO 36’

0.07’ BWC

0.20’ AC

0.40’ AC BASE

0.03’ RAC-G

0.07’ BWC

ABBREVIATIONS:

BWC = BONDED WEARING COURSE

RAC-G = RUBBERIZED ASPHALT CONCRETE

(TYPE G)

RHMA-G = RUBBERIZED HOT MIX

ASPHALT (TYPE G)

Var Var

PM 1.60 TO PM 1.7

PM 1.58 TO PM 1.60

Var Var

VarVar

VarVar

EXISTING EXISTING

EXISTINGEXISTING

EXISTINGEXISTING

R/W R/WVarVar

R/W ENGINEERING AT DISTRICT OFFICE.

6. FOR ACCURATE R/W DATA, CONTACT

UTILITIES ARE NOT SHOWN.

5. EXEMPT PROJECT WITH LIMITED EXCAVATION,

BEEN PLOTTED ON THESE PLANS

4. EXISTING DRAINAGE INLETS HAVE NOT

AND BRIDGE DECK.

AND SLURRY SEAL ON PCC PAVEMENT

3. OMIT ASPHALT CONCRECE SURFACING

AS DIRECTED BY THE ENGINEER.

2. SUPERELEVATION AS SHOWN OR

STANDARD SPECIFICATIONS.

TOLERANCES SPECIFIED IN THE

(STRUCTURAL SECTIONS) ARE SUBJECT TO

1. DIMENSIONS OF THE PAVEMENT STRUCTURES

12-27-16

18

68219

KEVIN KWAN

9-30-17

12-27-16

12-1-15

NO SCALE

X-2

20’ TO 30’

2% & Var

2% & Var

ETW ETW

x

x

x

x

x


TOTAL PROJECT

SHEET

No.

TOTAL

SHEETS

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No.

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OF CALIFORN

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0 1 2 3UNIT 1964 PROJECT NUMBER & PHASEBORDER LAST REVISED 7/2/2010

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0.3/1.7103H

OA

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UY

EN

3

3 6

8 9 10 11

0.30’ - 0.70’ AB

0.33’ AC

0.18’ DENSE GRADED RAC

0.07’ BONDED WEARING COURSE

6 SB ON-RAMP FROM ANAHEIM ST (PM 1.14)

0.18’ AB

1.10’ AC (TYPE B)

5 NB ON-RAMP FROM NB Rte 1 (PM 1.74)

0.70’ AB

0.28’ AC


4 NB OFF-RAMP TO NB Rte 1 (PM 1.69)

0.08’ AB

1.20’ AC

3 NB ON-RAMP FROM SB Rte 1 (PM 1.48)

0.60’ AB (Class 2)

0.50’ AC


2 NB OFF-RAMP TO SB Rte 1 (PM 1.43)

0.28’ AB

0.93’ AC


1 NB ON-RAMP FROM ANAHEIM / E I St (PM 1.27)

18’ TO 30’

2% & Var

ETW ETW

5

SLURRY SEAL

Var Var

9’ TO 50’

Var

5’ TO 10’

Var

7

TYPICAL PAVEMENT STRUCTURE SECTIONS FOR RAMPS (EXISTING)

TYPE A CURB

EXISTING

TYPE A CURB

EXISTING

OR E CURB

TYPE A

EXISTING

TYPE E DIKE

EXISTING

TYPE A CURB

EXISTING

TYPE A OR E CURB

EXISTING

TYPICAL CROSS SECTIONS

X-2

1

R/W

2

0.10’ RHMA-G

0.10’ COLD PLANE AC PAVEMENT

0.10’ RHMA-G


R/W

R/W

4

0.70’ AB

0.28’ AC


11 SB OFF-RAMP TO NB Rte 1 (PM 1.75)

0.70’ AB

0.28’ AC


10 SB ON-RAMP FROM NB Rte 1 (PM 1.70)

0.70’ AB

0.28’ AC


9 SB OFF-RAMP TO SB Rte 1 (PM 1.49)

0.70’ AB

0.28’ AC


8 SB ON-RAMP FROM SB Rte 1 (PM 1.43)

0.30’ - 0.70’ AB

0.38’ AC

0.13’ GAP GRADED RAC


7 SB OFF-RAMP TO EB ANAHEIM / OPP St (PM 1.24)

12-27-16

18

68219

KEVIN KWAN

9-30-17

12-27-16

12-1-15

NO SCALE

C-1

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OF CALIFORN

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4

CONSTRUCTION DETAILS

LEGEND:

JOIN FLOW LINE OR

VALLEY GUTTER

TYPICAL RAMP PAVING DETAILS

ES

DIRECTION OF TRAVEL

RAMP NOSE

BEGIN RAMP

RAMP NOSE

DIRECTION OF TRAVEL

ES

ETW

END RAMPES ETW

ES ETW

JOIN FLOW LINE OR

VALLEY GUTTER

OFF-RAMP ON-RAMP

TYPICAL PAVING DETAILS

ON-RAMP

OFF-RAMP

SLURRY SEAL

JOIN EXISTING ETW

JOIN EXISTING ETW

LO

CA

L

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ET

LO

CA

L

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GORE AREA

EXISTING

GORE AREA

EXISTING

.

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REPLACE AC SURFACING

AND PLACE 0.1’ RHMA-G


NOTE:



12-27-16

18

68219

KEVIN KWAN

9-30-17

12-27-16

12-1-15

NO SCALE

C-2

x

x

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x


TOTAL PROJECT

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EN

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OF CALIFORN

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OA

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EN

LOCALIZED FAILED AREA

CRACK SEALANTHOT APPLIED

(0.48’ - 1.1’ max)

CONCRETE SURFACING

REPLACE ASPHALT

LOCALIZED FAILED AREA

CRACK SEALANTHOT APPLIED

5

(0.37’ max)

CONCRETE SURFACING

REPLACE ASPHALT

CONSTRUCTION DETAILS

SLURRY SEAL

SLURRY SEAL

OR

0.10’ RHMA


END OF ROUTE 103

CITY OF LONG BEACH

PAVING LIMIT AT END OF ROUTE 103

ASPHCONC

DI

TC

H

DI

TC

H

AS

PH

AS

PH

AS

PH

AS

PH

DI

TC

H

LA - 103

LA - 103

ASPH

AS

PH

SA

N

GA

BRI

EL

AV

E

EXISTING AC (0.48’ - 1.1’)

EXISTING AB (0.08’ - 0.7’)

EXISTING AC (0.3’-0.37’)

EXISTING AB (0.4’)

REPLACE ASPHALT CONCRETE SURFACING DETAIL

MAINLINE CRACK TREATMENT AND

REPLACE ASPHALT CONCRETE SURFACING DETAIL

RAMPS CRACK TREATMENT AND

.

.

.

.

.

.

.

.

.

12-27-16

18

68219

KEVIN KWAN

9-30-17

12-27-16

12-1-15

NO SCALE

CS-1

x

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x


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SHEETS

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No.

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CONSTRUCTION AREA SIGNS

NOTES:

6

END ROAD WORK

ROAD WORK AHEAD

IN CONSTRUCTION ZONES

TRAFFIC FINES DOUBLED

1 - 4" X 6"

1 - 4" X 4"

6

4

272" X 36" 2 - 4" X 6"

SIGNS

OF

NUMBER

AND SIZE

NUMBER OF POSTSSIGN MESSAGEPANEL SIZE

STATIONARY MOUNTED CONSTRUCTION AREA SIGNS

36" X 36"

36" X 18"

X

A

B

C

SIGN CODE

No.

SIGN

G20-2

C40(CA)

W20-1

CALIFORNIAFEDERAL



WILL BE DETERMINED BY THE ENGINEER.

1. EXACT LOCATION AND POSITION OF SIGNS

APPROVED FOR CONSTRUCTION AREA SIGN WORK ONLY

ROUTE 103

To C

arso

n

LOS ANGELES CITY LIMITLONG BEACH CITY LIMIT

ANAHEIM STREET OH

LONG BEACH

LOS ANGELES

UNION PACIFIC OH

W 20TH St

AveS

AN

GABRIE

L

E I St

Union

Pacific

Railroad

Union Pacific

Railroad

RO

UTE 47

W

AN

AHEIM ST

RO

UTE 1

ULTRAMAR REFINERY POC

B

C

A

A

A

A

A

A

B

B

B

C

12-27-16

18

68219

KEVIN KWAN

9-30-17

12-27-16

12-1-15

To

Wil

mington

To Seal B

each

To

Ter

minal Island

RAMP CLOSED

USE RAMP AT

MANCHESTER AVE

OFF-RAMP

CLOSED

MANCHESTER AVE

SECOND

RAMP

CLOSED

AHEAD

SIGN SP-4

SIGN SP-3

SIGN SP-5

THIS RAMP WILL BE

CLOSED

NOTICE

TEMPORARILY

THRU

MON. JAN. 23, 5 AM

FRIDAY, JAN. 20

9 AM 3 PM

JAN. 23 TO FEB. 17

9 AM 3 PM

ON

WEEKDAYSFRI. JAN. 20, 10 PM

9 AM 3 PM

DAILY

JAN. 23 TO FEB. 17

LC

�"

NOTES:

42"

84"

OVERLAY PANEL

(TYPICAL)

26"

3"

4"

3"

6"

2"

3"

3"

3"

2"

1"

26"

6"

3"

4"

3"

LETTER SIZE

RADIUSCORNER

3"

1�"3D

* CONDENSED SPACING IF NECESSARY

4D

LINE 4LINE 2* LINE 3

6E4D4E

LINE 1

BORDER

WIDTH

1�"

OVERLAY

�"

SIZE

48"x60"

42"x26"

3"

19"

17"

3" 26"

1"

6"

4"

4"

3"

3" 60"

4"

5"

1�"

4"

17" 17"

42"

48"

26"

(TYPICAL)

OVERLAY PANEL84"

42"

1�"

�"

3"

�"

3"

3"

48

" Min

48"

Min

TRAFFIC CONTROL SYSTEM

NO SCALE

SPECIAL ADVANCE NOTICE PUBLICITY SIGN

ALTERNATE OVERLAY PANELS (TYPICAL)

SIGN SP-1

SPECIAL SIGN FOR ENTRANCE RAMP CLOSURES

THD-1

TRAFFIC HANDLING DETAILS

MARGINWIDTH

ORANGE BACKGROUND.

A MINIMUM OF 7’ ABOVE GROUND.

1. LETTERS - 6" SERIES C.

WHITE BACKGROUND.

SHEET 1 OF 2

AND MISCELLANEOUS DETAILS

FOR RAMP CLOSURES, DETOUR SIGNS,

1. LETTERS - 6" SERIES D.

ORANGE BACKGROUND.

A MINIMUM OF 7’ ABOVE GROUND.

NOTES:

NOTES:

SPECIAL SIGNS FOR EXIT RAMP CLOSURES

6. SIGN SP-5 MUST BE USED IF THE OFF-RAMP TO BE

CLOSED FOLLOWS A FREEWAY OFF-CONNECTOR.

LINE 5, 6, & 7*

x

x

x

x

x

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DT

M

SIGNS SP-3 & SP-5

SIGN SP-1

SIGN SP-4

1. LETTERS AND BORDER MUST BE BLACK ON REFLECTORIZED

2. BOLT HOLES MUST BE �" DIAMETER.

3. BASE MATERIAL MUST BE ALUMINUM (MINIMUM 0.06").

4. SIGNS MUST BE MOUNTED WITH BOTTOMS OF SIGNS




5. SIGNS MUST BE PLACED AT RAMP ENTRANCES IN ADDITION TO SIGNS




5. SIGNS MUST BE MOUNTED WITH BOTTOMS OF SIGNS

DV

4/16

POSTED IN ACCORDANCE WITH STANDARD PLAN T14.


TOTAL PROJECT

SHEET

No.

TOTAL

SHEETS

No.

Exp.

CIVIL

RE

GI

ST

ER

E

DP

ROFESSIONAL

EN

GI

NE

ER

S

TATE

OF CALIFORN

IA


PLANS APPROVAL DATE

DATE





07 LA

8-26-16

KATAYAMA

C50648

9-30-17

D.S.

103 0.3/1.7

DE

NIS

S

KA

TA

YA

MA

JU

LI

O

C

VA

LD

EZ

SA

MU

EL

ES

QU

EN

AZI

187

12-27-16

SIGN SP-7SIGN SP-6



ABBREVIATION

CENTER OF

(SEE NOTE 1) (SEE NOTE 1)

(CA) CALIFORNIA CODE

NOTES:

A

B

A B C D E

DIMENSIONS

NO SCALE

SPECIAL PORTABLE FREEWAY DETOUR SIGNS

ADJUSTABLE ARROW DETAILTHD-2

6" 3" 8"

D

C

E

1"2"

DETOUR

M4-8M4-8

(SEE NOTE 2)

(SEE NOTE 2)

SCREW (TYPICAL) 6" SCREW (TYPICAL)

(SEE NOTE 2)

(SEE NOTE 2)

NORTHSOUTH

6"

NORTH

BARRICADE

TYPE III DETOUR

FWY

�" X 1�"

BELT HOLES

(SEE DETAIL)

ADJUSTABLE ARROW

36" 3

6"

7�"

7�" TO CENTER OF

SIGN SP-2

DETOUR

BARRICADE

TYPE III

SHEET 2 OF 2

AND MISCELLANEOUS DETAILS

FOR RAMP CLOSURES, DETOUR SIGNS,

SOUTH (M3-3), EAST (M3-2), WEST (M3-4)].

G28-2(CA)] AND CARDINAL DIRECTION [NORTH (M3-1),

2. USE APPROPRIATE ROUTE MARKER [G26-2(CA), G27-2(CA),

INTO THE GROUND OR FASTENED ONTO ELECTROLIERS.

SIGNS, INCLUDING POSTS, MAY BE PLACED

1. IN LIEU OF PLACING SIGNS ON TYPE III BARRICADES,

�" Dia BOLT HOLE

�" Dia BOLT HOLE

SIGN SP-2

x

x

x

x

x

LA

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RE

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AT

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OF

CA

LIF

OR

NI

A -

DE

PA

RT

ME

NT

OF

TR

AN

SP

OR

TA

TI

ON

TI

ME

PL

OT

TE

D

=>

DA

TE

PL

OT

TE

D

=>

11:03

24-J

AN-2017

CH

EC

KE

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BY

DE

SI

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BY

CA

LC

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M

NOTES: SIGNS SP-6 & SP-7

2/14

HANDLING DETAILS PLANS.

EXCEPT AS OTHERWISE SHOWN ON OTHER TRAFFIC

SIGNS A MINIMUM OF 7’ ABOVE GROUND

5. SIGNS MUST BE MOUNTED WITH BOTTOMS OF

POLYPROPYLENE WEB MATERIAL.

BY 48" LONG, MADE OF COTTON OR

4. BELTS (LUGGAGE STRAPS) MUST BE 1" WIDE

BE ALUMINUM (MINIMUM 0.06").

3. BASE MATERIAL FOR SIGNS AND ARROWS MUST

ON RETROREFLECTORIZED ORANGE BACKGROUND.

2. LETTERS, BORDER AND ARROW - BLACK

1. LETTERS - 6" SERIES E.


TOTAL PROJECT

SHEET

No.

TOTAL

SHEETS

No.

Exp.

CIVIL

RE

GI

ST

ER

E

DP

ROFESSIONAL

EN

GI

NE

ER

S

TATE

OF CALIFORN

IA


PLANS APPROVAL DATE

DATE





07 LA

8-26-16

KATAYAMA

C50648

9-30-17

D.S.

103 0.3/1.7J

ULI

O

C

VA

LD

EZ

DE

NIS

S

KA

TA

YA

MA

SA

MU

EL

ES

QU

EN

AZI

8 18

12-27-16

DESIGNATED DETOUR ROUTEAND/OR

ALONG DESIGNATED DETOUR ROUTE

FOR DETOUR SIGN INSTALLATION



NOTES:

20’ –

DETAIL D

FREEWAY

DETAIL D

DETAIL E

� MILE Max (Typ)

� MILE Max (Typ)

20’ –

150’ –

INSTALLATION AT OFF-RAMP

LEGEND

NO SCALE

TYPICAL DETOUR SIGN INSTALLATION ALONG DESIGNATED DETOUR ROUTE

THD-3

BY THE ENGINEER.

COMMERCIAL PROPERTY, RESIDENTIAL COMPLEX OR T-INTERSECTION FROM ONE-WAY

SEE TYPICAL DETOUR SIGN

150’ –

LOCAL STREET

LOCAL STREET

LO

CA

L

ST

RE

ET

LO

CA

L

ST

RE

ET

LO

CA

L

ST

RE

ET

LO

CA

L

ST

RE

ET

STREET) ALONG THE DESIGNATED DETOUR ROUTE.CONTROLLED INTERSECTION

6. EXCEPT AS OTHERWISE SHOWN ON OTHER PLANS OR SPECIFIED IN THE SPECIAL

SHEET 1 OF 3

DETOUR DIRECTION

5. UNLESS OTHERWISE SHOWN ON OTHER THD PLANS, WHEN CONTROLLED INTERSECTIONS

PRECEDING DETOUR SIGN.

3. SIGN LOCATIONS ARE APPROXIMATE. EXACT LOCATIONS WILL BE DETERMINED

AT CONTROLLED INTERSECTIONS AT A DISTANCE NOT TO EXCEED � MILE FROM THE

1. SP-2 SIGNS MAY BE STRAPPED ON EXISTING ELECTROLIER, SIGNAL POST OR SIGN POST.

4. SP-2 SIGNS MUST BE POSTED AT EACH CONTROLLED INTERSECTION (EXCEPT AT

ALONG THE DESIGNATED DETOUR ROUTE ARE CLOSELY SPACED, PLACE SP-2 SIGNS

SIGN SP-2

x

x

x

x

x

LA

ST

RE

VISI

ON

ST

AT

E

OF

CA

LIF

OR

NI

A -

DE

PA

RT

ME

NT

OF

TR

AN

SP

OR

TA

TI

ON

TI

ME

PL

OT

TE

D

=>

DA

TE

PL

OT

TE

D

=>

11:03

24-J

AN-2017

CH

EC

KE

D

BY

DE

SI

GN

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BY

CA

LC

UL

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SEE NOTES 4 AND 5

SEE NOTES 4 AND 5

2/14 2. SP-2 SIGNS MUST NOT BE INSTALLED ON BARRICADES EXCEPT AS OTHERWISE SHOWN.

PROVISIONS, SP-2 SIGNS MUST BE PLACED AS SHOWN ON THIS PLAN.


TOTAL PROJECT

SHEET

No.

TOTAL

SHEETS

No.

Exp.

CIVIL

RE

GI

ST

ER

E

DP

ROFESSIONAL

EN

GI

NE

ER

S

TATE

OF CALIFORN

IA


PLANS APPROVAL DATE

DATE





07 LA

8-26-16

KATAYAMA

C50648

9-30-17

D.S.

103 0.3/1.7J

ULI

O

C

VA

LD

EZ

DE

NIS

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TA

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9 18

12-27-16

FWY

DETOUR

EXIT

FWY

DETOUR

FWY

DETOURFWY

DETOUR

B STREETONLY ONLY ONLY

Exist G85 (CA)

TRAFFIC HANDLING DETAILSTRAFFIC CONTROL SYSTEM



DETAIL E

DETAIL D

DETAIL A

DETAIL B

ON-RAMP

SP-4

IF REQUIRED

SP-4

IF REQUIRED

FREEWAY

(SEE DETAIL A)

(SEE DETAIL C)

LO

CA

L

ST

RE

ET

Exist E5-1, G84-2 (CA) OR

G84-3 (CA) (SEE DETAIL B)

MEDIAN ISLAND

(STRIPED OR RAISED)

(OMIT IF NO MEDIAN ISLAND)

OR

(SEE NOTE 1)

Exist E5-1, G84-2 (CA) OR G84-3 (CA)

EXISTING OVERHEAD SIGN

Exist FIRST SET OF R3-8 SERIES

Exist SECOND SET OF R3-8 SERIES

NO SCALE

TYPICAL DETOUR SIGN INSTALLATION AT OFF-RAMP

THD-4

(SEE NOTE 5)

XXYY-Y (CA): CALIFORNIA SIGN CODE PER CALIFORNIA MUTCD

170’ –

3. OMIT DETAILS A AND B FOR FULL FREEWAY CLOSURES.

4. SEE TRAFFIC HANDLING DETAILS-TRAFFIC CONTROL SYSTEM FOR RAMP CLOSURES,

DETOUR SIGNS, AND MISCELLANEOUS DETAILS PLAN SHEET 2 OF 2 FOR SP-6 SIGN DETAILS.

Exist OVERHEAD

SIGN G85 (CA)

20’ –

LEGEND

SIGN CODE LEGEND

TRAFFIC CONTROL DEVICES (MUTCD)

XXYY-Y: FEDERAL SIGN CODE PER MANUAL ON UNIFORM

SHEET 2 OF 3

NOTES:

MUST BE FASTENED ONTO EXISTING ELECTROLIER, SIGNAL POST OR SIGN POST.

LO

CA

L

ST

RE

ET

DETOUR DIRECTION

DETAIL C (SEE NOTES 4, 5, AND 6)

7’ Min

7’ Min

SP-2SP-2

SP-2

SP-2

SP-2 ON TYPE III BARRICADE

SP-2

SP-2 SP-2

SIGN SP-2

1. SP-2 SIGNS MAY BE STRAPPED ON EXISTING ELECTROLIER, SIGNAL POST OR SIGN POST.

5. IF R3-8 SERIES SIGNS ARE NOT PRESENT AT THE OFF-RAMP, SP-2 OR SP-6 SIGNS

6. EXCEPT FOR DETAILS A & B, OMIT SP-2 SIGNS IF RAMP HAS MANDATORY SINGLE MOVE.

IN SPECIAL PROVISIONS)

SP-2 OR SP-6 (AS SPECIFIED

PROVISIONS)

SPECIFIED IN SPECIAL

SP-2 OR SP-6 (AS

x

x

x

x

x

LA

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OF

CA

LIF

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PA

RT

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NT

OF

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M

(SEE NOTE 3)

(SEE NOTE 3)

SEE STANDARD

TRAFFIC CONE

TEMPORARY TRAFFIC CONTROL SIGN

2. SP-2 SIGNS MUST NOT BE INSTALLED ON BARRICADES EXCEPT AS OTHERWISE SHOWN.

DV

PLAN T14

PLAN T14

SEE STANDARD

4/16

Exist R3-8 SERIES

OR OR


TOTAL PROJECT

SHEET

No.

TOTAL

SHEETS

No.

Exp.

CIVIL

RE

GI

ST

ER

E

DP

ROFESSIONAL

EN

GI

NE

ER

S

TATE

OF CALIFORN

IA


PLANS APPROVAL DATE

DATE





07 LA

8-26-16

KATAYAMA

C50648

9-30-17

D.S.

103 0.3/1.7J

ULI

O

C

VA

LD

EZ

DE

NIS

S

KA

TA

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MA

SA

MU

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ES

QU

EN

AZI

10 18

12-27-16

TRAFFIC HANDLING DETAILSTRAFFIC CONTROL SYSTEM



NO SCALE THD-5

SHEET 3 OF 3

NOTES:

2. SEE TRAFFIC HANDLING DETAILS-TRAFFIC CONTROL SYSTEM FOR RAMP CLOSURES,

LEGEND

DESIGNATED DETOUR ROUTE

TYPE III

TYPE IV

TYPE I TYPE II

TYPE V

DESIGNATED DETOUR ROUTE

FREEWAY

SIGN SP-2

DE

SI

GN

AT

ED

DE

TO

UR

RO

UT

E

LO

CA

L

ST

RE

ET L

OC

AL

ST

RE

ET

FREEWAY FREEWAY FREEWAY

FREEWAY

FREEWAY

TYPE I

TYPE II

TYPE III

TYPE IV

TYPE V

6

6

5

6

4

MINIMUM No.

OF SP-2

TYPE OF OFF-RAMP

CONFIGURATION

TYPICAL DETOUR SIGN INSTALLATION FOR OFF-RAMP CLOSURE

DETOUR DIRECTION1. FOR RAMP CONFIGURATIONS NOT SHOWN, THE EXACT LOCATIONS AND MINIMUM NUMBER OF

RAMP CLOSED

THIS SHEET

OFF-RAMP CONFIGURATION ON

USE APPROPRIATE TYPE OF

DETOUR SIGNS, AND MISCELLANEOUS DETAILS PLAN SHEET 2 OF 2 FOR SP-2 SIGN DETAILS.

x

x

x

x

x

LA

ST

RE

VISI

ON

ST

AT

E

OF

CA

LIF

OR

NI

A -

DE

PA

RT

ME

NT

OF

TR

AN

SP

OR

TA

TI

ON

TI

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PL

OT

TE

D

=>

DA

TE

PL

OT

TE

D

=>

11:03

24-J

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CH

EC

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DE

SI

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BY

CA

LC

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SP-2 SIGNS MUST BE DETERMINED BY THE ENGINEER.

4/16

DV

SEE STANDARD PLAN T14


TOTAL PROJECT

SHEET

No.

TOTAL

SHEETS

No.

Exp.

CIVIL

RE

GI

ST

ER

E

DP

ROFESSIONAL

EN

GI

NE

ER

S

TATE

OF CALIFORN

IA


PLANS APPROVAL DATE

DATE





07 LA

8-26-16

KATAYAMA

C50648

9-30-17

D.S.

103 0.3/1.7J

ULI

O

C

VA

LD

EZ

DE

NIS

S

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11 18

12-27-16

V2 V3

AHEADLANE

CLOSEDCLOSED

V1

ROAD

WORK

LEFT

LANE

SHOULDER

NOTES: LEGEND ABBREVIATIONS


FOR MEDIAN SHOULDERS LESS THAN 8 FEET


CALIFORNIA CODE(CA)

V3 WORK/APPLICATION VEHICLE

V1, V2

2.

3.

4.

CALTRANS SIGN SPECIFICATIONS.

PROVIDED IN ADVANCE OF PCMS.

ACTIVITIES ON THE LANE.

RETROREFLECTORIZED SHEETING, BLACK ON WHITE OR BLACK ON

1.

CURVES OR ON HORIZONTAL CURVES.

( SEE NOTE 2 )

3000’ – 100’ – 50’ –

TYPE II FAS

SC 11 (CA)

SIGN PANEL

(SEE NOTE 4)

W20-1 (BARRIER MOUNTED)

ORW20-1

MEDIAN BARRIER

ORANGE WITH 8" MINIMUM SERIES D LETTERS PER

IAV

IAV

IAV IMPACT ATTENUATOR VEHICLE

IAV

NO SCALE

THD-6

ROAD

AHEAD

WORK

LC FREEWAY

MEDIAN SHOULDER

SHADOW VEHICLES

PCMS

FIRST

FLASH FLASH

SECOND

PCMS OR TRUCK MOUNTED CMS MESSAGE

x

x

x

x

x

LA

ST

RE

VISI

ON

ST

AT

E

OF

CA

LIF

OR

NI

A -

DE

PA

RT

ME

NT

OF

TR

AN

SP

OR

TA

TI

ON

TI

ME

PL

OT

TE

D

=>

DA

TE

PL

OT

TE

D

=>

11:03

24-J

AN-2017

CH

EC

KE

D

BY

DE

SI

GN

ED

BY

CA

LC

UL

AT

ED-

RE

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ED

BY

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USERNAME => s122436



IS IN INCHES


DT

M4/16

TEMPORARY TRAFFIC CONTROL SIGN

TYPE II FAS

FLASHING ARROW SIGN (FAS)

LANE CLOSURES MUST NOT BE PLACED ON CREST VERTICAL

PCMS MUST BE ACTIVATED PRIOR TO TRAFFIC CONTROL

A MINIMUM SIGHT DISTANCE OF 1500’ MUST BE

VEHICLE-MOUNTED SIGN PANELS MUST BE TYPE III OR IV

DV

SEE STANDARD PLAN T10 OR T10A


TOTAL PROJECT

SHEET

No.

TOTAL

SHEETS

No.

Exp.

CIVIL

RE

GI

ST

ER

E

DP

ROFESSIONAL

EN

GI

NE

ER

S

TATE

OF CALIFORN

IA


PLANS APPROVAL DATE

DATE





07 LA

8-26-16

KATAYAMA

C50648

9-30-17

D.S.

103 0.3/1.7J

ULI

O

C

VA

LD

EZ

DE

NIS

S

KA

TA

YA

MA

SA

MU

EL

ES

QU

EN

AZI

12 18

12-27-16

MAIN

TE

NA

NC

E

EN

GIN

EE

RIN

G

x

x

x

x

x


TOTAL PROJECT

SHEET

No.

TOTAL

SHEETS

LA

ST

RE

VISI

ON

ST

AT

E

OF

CA

LIF

OR

NI

A -

DE

PA

RT

ME

NT

OF

TR

AN

SP

OR

TA

TI

ON

No.

Exp.

CIVIL

RE

GI

ST

ER

E

DP

ROFESSIONAL

EN

GI

NE

ER

S

TATE

OF CALIFORN

IA


TI

ME

PL

OT

TE

D

=>

DA

TE

PL

OT

TE

D

=>

11:04

24-J

AN-2017

CH

EC

KE

D

BY

DE

SI

GN

ED

BY

CA

LC

UL

AT

ED-

RE

VIS

ED

BY

DA

TE

RE

VIS

ED

PLANS APPROVAL DATE

DATE

FU

NC

TI

ON

AL

SU

PE

RVIS

OR

R





R

12-27-16

USERNAME => s122436

DGN FILE => 73w340nc001.dgn


IS IN INCHES


13LA07

HA

MI

D

SA

AD

AT

NEJ

ADI

HO

AL

U

NG

UY

EN

KE

VI

N

KW

AN

PDQ-1

PAVEMENT DELINEATION QUANTITIES

0.3/1.7

TYPE G MARKER (FOR DETAIL 13)TYPE C MARKER (FOR DETAIL 14)

DETAIL 13/14 (MODIFIED)

48’-0"

18’-0" 12’-0" 18’-0"

4’-0"

LEGEND:

4" WHITE STRIPE (THERMOPLASTIC)

4" YELLOW STRIPE (THERMOPLASTIC)

DETAIL 22 (MODIFIED)

ETW

103

TYPE A NON-REFLECTIVE MARKER

24’-0" 24’-0"

TYPE D TWO-WAY YELLOW RETROREFLECTIVE MARKER

TYPE C/G TWO-WAY YELLOW RETROREFLECTIVE MARKER

NOTE:

1. PEDESTRIAN CROSSWALK WILL HAVE LADDER MARKING.


END Br No. 53-2626 TO BEGIN Br No. 53-2627NB

NB

SB

SB

END Br No. 53-2627 TO END ROUTE 103

END Br No. 53-2626 TO BEGIN Br No. 53-2627


3,300

3,300

3,629

126

252

15,182

NB

NB

1,416

1,216

2,632

2,975

2,975

996

745

14,291

217

288

883

88323,306

27BDETAIL

SUBTOTAL

TOTAL

DIR

EC

TI

ON

PM DESCRIPTION

(HAZARDOUS WASTE)

TRAFFIC STRIPE

THERMOPLASTIC

REMOVE YELLOW

25/25A

DETAIL

22/22M

DETAIL

TRAFFIC STRIPE

THERMOPLASTIC

REMOVE

MODIFIED

DETAIL 13/14 36/36A/36B

DETAIL MARKING

PAVEMENT

THERMOPLASTIC

REMOVE

MARKER

PAVEMENT

REMOVE

EASQFTLF

3,300

2,975

2,975

3,300

12,550

1,350

750

758

771 3,094

274

5,386

862

1,156

813

575

513

767

200

138

3,006

3,006

NO SCALE

OFF-RAMP TO NB ROUTE 1

ON-RAMP FROM NB ROUTE 1

0.3-0.9

1.2-1.7

0.3-0.9

1.2-1.7

1.69

1.74

18

68219

KEVIN KWAN

9-30-17

12-27-16

12-1-15

MAIN

TE

NA

NC

E

EN

GIN

EE

RIN

G

x

x

x

x

x


TOTAL PROJECT

SHEET

No.

TOTAL

SHEETS

LA

ST

RE

VISI

ON

ST

AT

E

OF

CA

LIF

OR

NI

A -

DE

PA

RT

ME

NT

OF

TR

AN

SP

OR

TA

TI

ON

No.

Exp.

CIVIL

RE

GI

ST

ER

E

DP

ROFESSIONAL

EN

GI

NE

ER

S

TATE

OF CALIFORN

IA


TI

ME

PL

OT

TE

D

=>

DA

TE

PL

OT

TE

D

=>

11:04

24-J

AN-2017

CH

EC

KE

D

BY

DE

SI

GN

ED

BY

CA

LC

UL

AT

ED-

RE

VIS

ED

BY

DA

TE

RE

VIS

ED

PLANS APPROVAL DATE

DATE

FU

NC

TI

ON

AL

SU

PE

RVIS

OR

R





R

USERNAME => s122436

DGN FILE => 73w340nc002.dgn


IS IN INCHES


14LA07

HA

MI

D

SA

AD

AT

NEJ

ADI

HO

AL

U

NG

UY

EN

KE

VI

N

KW

AN


PDQ-2

103 0.3/1.7



NB

SB

SB

0.3-0.9

1.2-1.7

0.3-0.9

1.2-1.7




NB

NB

NB

NB

NB

SB

SB

SB

SB

SB

SB

1.23

1.43

1.48

1.69

1.74

1.14

1.24

1.43

1.49

1.70

1.75

1,224

390

280

700

720

3,314

860

1,064

1,026

936

240

240

1,130

910

8,580

3,300

2,975

3,300

2,975

664

435

605

14,254

3,300

2,975

3,300

2,975

750

1,320

1,260

996

745

700

905

997

810

910

990

22,933

74

172

185

578

137

555

320

80

220

196

176

2,693

53

120

120

5,400

3,030

3,000

3,082

413

410

605

14,512

398

114

291

69

221

24

15

1,132

126

252

99

81

31

124

269

33

66

66

1,147

22

66

172

260

2,539

181 450

253

250

257

1,209

49,081 2,813 14,512 1,209

1,034

1,140

1,428

1,428

DIR

EC

TI

ON

PMDESCRIPTION

DE

TAIL 22

DE

TAIL 22 (

MO

DIFIE

D)

DE

TAIL 25/25

A

DE

TAIL 27

B

DE

TAIL 36/36

B/36

B

DE

TAIL 38

B

4"

WHIT

E (B

RO

KE

N 36-12)

DE

TAIL 13/14

MO

DIFIE

D

4"

WHIT

E (B

RO

KE

N 17-7)

DE

TAIL 9

MA

RKI

NG

AR

RO

WS

WO

RD

S

RETROREFLECTIVE REFLECTIVE

NON

PAVEMENT MARKERMARKING

PAVEMENT

THERMOPLASTICTHERMOPLASTIC TRAFFIC STRIPE

8" WHITE4" WHITE4" YELLOW

LF SQFT EA

SUBTOTAL

TOTAL

161

131

255

44

147

53

69

62

69

110

48

56

1,598

1,598

100

112

OFF-RAMP TO SB ROUTE 1

ON-RAMP FROM SB ROUTE 1







ON-RAMP FROM ANAHEIM STREET

OFF-RAMP TO EB ANAHEIM/OPP STREET

ON-RAMP FROM ANAHEIM STREET/I STREET

12-27-16

18

68219

KEVIN KWAN

9-30-17

12-27-16

12-1-15

MAIN

TE

NA

NC

E

EN

GIN

EE

RIN

G

x

x

x

x

x


TOTAL PROJECT

SHEET

No.

TOTAL

SHEETS

LA

ST

RE

VISI

ON

ST

AT

E

OF

CA

LIF

OR

NI

A -

DE

PA

RT

ME

NT

OF

TR

AN

SP

OR

TA

TI

ON

No.

Exp.

CIVIL

RE

GI

ST

ER

E

DP

ROFESSIONAL

EN

GI

NE

ER

S

TATE

OF CALIFORN

IA


TI

ME

PL

OT

TE

D

=>

DA

TE

PL

OT

TE

D

=>

11:04

24-J

AN-2017

CH

EC

KE

D

BY

DE

SI

GN

ED

BY

CA

LC

UL

AT

ED-

RE

VIS

ED

BY

DA

TE

RE

VIS

ED

PLANS APPROVAL DATE

DATE

FU

NC

TI

ON

AL

SU

PE

RVIS

OR

R





R

USERNAME => s122436

DGN FILE => 73w340pa001.dgn


IS IN INCHES


15LA07

HA

MI

D

SA

AD

AT

NEJ

ADI

HO

AL

U

NG

UY

EN

KE

VI

N

KW

AN

103 0.3/1.7

Q-1

SUMMARY OF QUANTITIES


NB

SB

SB

0.3-0.9

1.2-1.7

0.3-0.9

1.2-1.7




NB

NB

NB

NB

NB

SB

SB

SB

SB

SB

SB

1.23

1.43

1.48

1.69

1.74

1.14

1.24

1.43

1.49

1.70

1.75

SUMMARY OF QUANTITIES

LNMI TON SQYD TON LF CY

1.25

1.13

1.25

1.13

0.21

0.26

0.25

0.23

0.08

0.16

0.19

0.18

0.16

0.18

0.19

6.85

6.85

195.02

175.81

175.81

195.02

829.84

829.84

3,666.67

5,337.78

3,216.67

3,305.56

2,831.11

2,101.67

1,836.11

2,288.89

2,294.44

26,878.90

231.00

336.28

202.65

208.25

178.36

132.41

115.68

144.20

144.55

1,693.38

1,693.38

250

100

360

1000

250

100

200

600

300

240

360

130

220

52

50

250

300

350

60

350

350

200

170

140

400

110

125

130

44.16

44.02

26,878.90

TREATMENT

CRACK SLURRY SEAL

SUBTOTAL

TOTAL

DIR

EC

TI

ON

PM DESCRIPTIONPAVEMENT

CONCRETE

ASPHALT

COLD PLANE

(GAP-GRADED)

ASPHALT

HOT MIX

RUBBERIZEDSURFACING

REPLACE AC

VOLUME









ON-RAMP FROM ANAHEIM STREET

NOTE:

259.26

37.04

133.33

407.41

172.44

566.67

321.96

379.04

115.56

122.67

252.71

163.11

283.20

131.38

3,345.78

3,345.78

LF

35

25

25

25

LF

0.40

35 0.40

0.40

25 0.40

0.40

24 0.97

29 0.60

27 0.60

18 0.48

0.48

0.48

30

23

29 1

1

1

52

23

0.4826

23 0.48

24 0.48

24 0.48

12.5 0.48

12.5 0.48

24 0.48

25 0.48

12 0.48

25 0.48

24 0.48

0.48

0.48

12

25

0.40

ON-RAMP FROM ANAHEIM STREET/I STREET

OFF-RAMP TO EB ANAHEIM STREET/OPP STREET

(N)LENGTH

(N)WIDTH

NESS(N)

THICK-

(N) NO PAYMENT, INFORMATION ONLY

12-27-16

18

68219

KEVIN KWAN

9-30-17

12-27-16

12-1-15

in los angeles county in los angeles and … 0.1 mile north of route 1/103 separation from 0.3 mile...

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