06-0H6424 Ad2-plans - California Department of · PDF filebb, "aln12" line exist uprr sb rte ... 06-0h6424 3591 6 david alvarez susan ng don nguyen-tan david alvarez 11-01-12 2 06

COUNTY ROAD

COUNTY ROAD

229+00 230+00227+00 231+00

RR R/W

N 10°04’48.7" W

R/W

R/W

R/W

PI 10+00.00

11+00

12+0013+00

14

+00

15

+00

16

+00

17

+00

18+00

22+00

19+00

PI 22+36.41

21+00

20+00

10+00

BC 11

+11.06

BC 17+76.16

A

B

C

D

� FUTURE RR

� FUTURE RR

EC 17

+85.59

Elev 355.60’

Sta 22+36.41

"ALN12" LINE

END Abut,

BEGIN Abut

Elev 361.71,

Sta 21+46.15

EB, "ALN12" LINE

Elev 355.00’

Sta 10+00.00

"ALN12" LINE

BEGIN Abut,

END Abut

Elev 360.125’,

Sta 10+74.68

BB, "ALN12" LINE

� Exist UPRR

SB Rte 99 TO BAKERSFIELD

NB Rte 99 TO FRESNO

RR R/W

RR R/W

ES

ETW

ETW

ETW

ETW

ES

1 2

1 2 80’-0"

80’-0"

43’-0"

260’-0"

S9°58’57"E

"ALN12" LINE

(BRIDGE No. 50-0224)

REMOVE Exist STRUCTURE

"CL1" LINE STA 227+73.54=

"CL1" LINE = � ROUTE 99

EC 11

+29.91

BC 13

+45.97

EC 13+55.405

BC 20

+07.91

EC 20+26.75V

ARIE

S

� POC

8’-0"

Min

RAILI

NG

HEI

GH

T

Approx OGFG =

ELECTROLIER, Typ

LIGHTING PEDESTAL, Typ

STRUCTURE

CIP/RC ABUTMENT

& Var+0.5%

& Var-0.5%

PG

PG

� POC

8’-0"

Min

RAILI

NG

HEI

GH

T

Approx OGFG =

GIRDER

CIP/RC BOX

ELECTROLIER, Typ

Typ

PEDESTAL,

LIGHTING& Var+0.5%

& Var-0.5%

CALIFORNIA

STATE OF

DEPARTMENT OF TRANSPORTATION

STRUCTURE DESIGN

DIVISION OF ENGINEERING SERVICES

DESIGN BRANCH

UNIT:

PROJECT NUMBER & PHASE:

DESIGN ENGINEER

DESIGN

DETAILS

QUANTITIES

LAYOUT

SPECIFICATIONS

BY

BY

BY CHECKED

CHECKED

CHECKED

BY

BY

FACTOR DESIGN

LOAD & RESISTANCE

PLANS AND SPECS

COMPARED

CHECKED

BRIDGE NO.

POST MILE

DIST COUNTY ROUTETOTAL PROJECT

POST MILES SHEET

No.

TOTAL

SHEETS

REGISTERED CIVIL ENGINEER DATE

DATEAPPROVALPLANS

FOR REDUCED PLANS

ORIGINAL SCALE IN INCHES

PERMIT DESIGN VEHICLE

LIVE LOADING: HL93 W/"LOW-BOY";

0 1 2 3

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Exp.

CIVIL

SHEET OF

CONTRACT NO.:

REVISION DATES

EARLIER REVISION DATES

DISREGARD PRINTS BEARING

STRUCTURES DESIGN GENERAL PLAN SHEET (ENGLISH) (REV.09-01-10)

completeness of scanned copies of this plan sheet.

shall not be responsible for the accuracy or

The State of California or its officers or agents

GENERAL PLAN No. 1

50-0518

49.6

06-0H6424

3591

6

DAVID ALVAREZ

SUSAN NG DON NGUYEN-TAN

DAVID ALVAREZ

11-01-12 1

06 Ker 99

DON NGUYEN-TAN

C 57510

12-31-15

TYPICAL SECTION

�" = 1’-0"

BRIDGE

TYPICAL SECTION

�" = 1’-0"

ABUTMENT STRUCTURE

PLAN

1" = 30’-0"

LEGEND:

No. # R T L

A 6.0’

B 6.0’ 90°5’52"

C 6.0’ 90°0’00"

D 6.0’

18.85’

9.43’

9.43’

18.84’

CURVE DATA TABLE

06-17-16

GLORIA REYES-GUTIERREZ

MIKE CULLEN

DON NGUYEN-TAN

MIKE CULLENSUSAN NGGARY BLAKESLEY

180°0’0"

180°0’0"

NA

NA

6.01’

6.00’

1

2

KERN AVENUE POC (REPLACE)

BEFORE ORDERING OR FABRICATING MATERIAL.

VERIFY ALL CONTROLLING FIELD DIMENSIONS

NOTE:

42

3.

2.

1.

3

3

06 1400 0266 1

4

4

5

6

7

7

6

6

5

4

7

3

10-28-15

TABLE, see "GENERAL NOTES" sheet.

For PILE DATA TABLE and SPREAD FOOTING DATA

see "GENERAL PLAN No. 2" sheet.

INDEX TO PLANS and STANDARD PLANS list,

For ELEVATION VIEW, PROFILE GRADE,

see "STRUCTURE PLAN No. 1" sheet.

For STRUCTURE QUANTITIES

NOTES:

MICHAEL KETELTAS

10-20-15

N9°58’56.6"W

� POC "ALN12" LINE STA 14+26.16

"ALN12" LINE

S10^4’48.7"E

N10°4’48.8"W

"ALN12" LINE

10’-2"

Typ

1’-1" 4’-0"4’-0"

Min

4’-0"

4’-0"4’-0"

10’-2"

Typ

1’-1"

8"

1’-0"

65

11-16-15

49.6 106

Tubular Handrailing

Deck Drain System

for future utilities, see "STRUCTURE PLAN" sheets

1�"Ø Communication Conduit (Bridge)

see Roadway Plans

1�"Ø Lighting System Conduit, Typ

Chain Link Railing Type 7 (Mod)

Paint "Kern Ave Pedestrian Overcrossing"

Paint "Bridge No. 50-0518"

"LIGHTING PEDESTAL DETAILS" sheet.

Indicates Electrolier, see ROADWAY PLANS and

Indicates point of minimum vertical clearance.

Indicates Bridge Removal.

Indicates existing structure.

2

2

REPLACED PER ADDENDUM No. 2 DATED AUGUST 26, 2016

CALIFORNIA

STATE OF


STRUCTURE DESIGN


DESIGN BRANCH

49.6 66 106

UNIT:

PROJECT NUMBER & PHASE:

DESIGN ENGINEER

DESIGN

DETAILS

QUANTITIES

LAYOUT

SPECIFICATIONS

BY

BY

BY CHECKED

CHECKED

CHECKED

BY

BY

FACTOR DESIGN

LOAD & RESISTANCE

PLANS AND SPECS

COMPARED

CHECKED

BRIDGE NO.

POST MILE


POST MILES SHEET

No.

TOTAL

SHEETS


DATEAPPROVALPLANS

FOR REDUCED PLANS


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Exp.

CIVIL

SHEET OF

CONTRACT NO.:

REVISION DATES



STRUCTURES DESIGN GENERAL PLAN SHEET (ENGLISH) (REV.09-01-10)

$PAGETOT$PAGENUM




GENERAL PLAN No. 2

50-0518

49.6

06-0H6424

3591

6

DAVID ALVAREZ

SUSAN NG DON NGUYEN-TAN

DAVID ALVAREZ

11-01-12 2

06 Ker 99

DON NGUYEN-TAN

C 57510

12-31-15

9-30-15 02-24-14

PROFILE GRADE

1" = 50’-0"

DEVELOPED ELEVATION

1" = 50’-0"

1

2

3

4

5

6

7

8

9

10

11

*

*

INDEX TO PLANS

STANDARD PLANS DATED MAY 2010

LIVE LOADING: PEDESTRIAN AND H5


of RR track

Clear distance from soffit to top

Clear distance from soffit to Approx OG

Soffit

Top of Parapet

Top of Chain Link Railing

for ramp

Western limit of 50’ wide easement

Top of Exist RR Track, Elev 357.48’–

ES

SB Route 99

NB Route 99

ETW

� Future RR track

County Road

RSP

MIKE CULLEN

GARY BLAKESLEY

DON NGUYEN-TAN

MIKE CULLENSUSAN NG

42


over percent grades given.

Station and Elevation given take precidence

NOTE:

BEFORE ORDERING OR FABRICATING MATERIAL.

VERIFY ALL CONTROLLING FIELD DIMENSIONS

NOTE:

42

41

40

39

38

37

36

35

34

33

32

31

30

29

28

27

26

25

24

23

22

21

20

19

18

17

16

15

14

13

12

11

10

9

8

7

6

5

4

3

2

1 BOX GIRDER DETAILS

JOINT SEALS (MAXIMUM MOVEMENT RATING = 2")

PILE DETAILS CLASS 200

BRIDGE DETAILS

BRIDGE DETAILS

BRIDGE DETAILS

LIMITS OF PAYMENT FOR EXCAVATION AND BACKFILL - BRIDGE

LEGEND - ROCK

LEGEND - SOIL (SHEET 2 OF 2)

LEGEND - SOIL (SHEET 1 OF 2)

LINES AND SYMBOLS (SHEET 3 OF 3)



ABBREVIATIONS (SHEET 2 OF 2)

ABBREVIATIONS (SHEET 1 OF 2)

B7-1

B6-21

B2-8

B0-13

B0-5

B0-1

A62C

A10H

A10G

A10F

A10E

A10D

A10C

A10B

A10A

STANDARD PLAN SHEET NO.

DETAIL NO.

LOG OF TEST BORINGS (AS-BUILT)

CHAIN LINK RAILING TYPE 7 (MOD) No. 2


ADDITIONAL REINFORCEMENT No. 5





GIRDER LAYOUT No. 4

GIRDER LAYOUT No. 3

GIRDER LAYOUT No. 2

GIRDER LAYOUT No. 1

LIGHTING PEDESTAL DETAILS

TYPICAL SECTION

BENT DETAILS No. 7

BENT DETAILS No. 6

BENT DETAILS No. 5

BENT DETAILS No. 4

BENT DETAILS No. 3

BENT DETAILS No. 2

BENT DETAILS No. 1

BENT LAYOUT

ABUTMENT DETAILS No. 2


ABUTMENT LAYOUT

FOUNDATION PLAN

DECK CONTOURS No. 7

DECK CONTOURS No. 6

DECK CONTOURS No. 5

DECK CONTOURS No. 4

DECK CONTOURS No. 3

DECK CONTOURS No. 2

DECK CONTOURS No. 1

STRUCTURE PLAN No. 6






GENERAL NOTES

GENERAL PLAN No. 2

GENERAL PLAN No. 1

06 1400 0266 1

See "GENERAL NOTES" sheet.

For SUPERELEVATION DIAGRAM,

NOTE:

LEGEND:

RSP

STANDARD PLANREVISED

RSP

ES-9D

ES-9C

ES-9B

ES-9A

ES-8B

ES-7M

ES-6A

B14-5

B14-3

B7-10

B7-8

B7-5

ELECTRICAL SYSTEMS (STRUCTURE PULL BOX INSTALLATIONS)

ELECTRICAL SYSTEMS (STRUCTURE PULL BOX)

(CONDUIT RISER AND EXPANSION FITTING, STRUCTURE INSTALLATIONS)

ELECTRICAL SYSTEMS

ELECTRICAL SYSTEMS (STRUCTURE PULL BOX INSTALLATION)

ELECTRICAL SYSTEMS (NON-TRAFFIC PULL BOX)

(SIGNAL AND LIGHTING STANDARDS - DETAILS NO.1)

ELECTRICAL SYSTEMS

(LIGHTING STANDARD, TYPES 15 AND 21)

ELECTRICAL SYSTEMS

WATER SUPPLY LINE (DETAILS) (PIPE LESS THAN 4")

COMMUNICATION AND SPRINKLER CONTROL CONDUITS (CONDUIT LESS THAN 4")

UTILITY OPENING-BOX GIRDER

DECK DRAINAGE DETAILS

DECK DRAINS

MICHAEL KETELTAS

20.4’

22.4’

R

W

10+00 1 2 3 4 15+00 6 7 8 9 20+00 1 2

Abut #1BENT #3

BENT #2

DATUM Elev = 250.00’

BENT #4

BENT #5

5 4

BENT #7

BENT #8BENT #9

BENT #11 BENT #12

BENT #13

BENT #14

Abut #15

10

2

*25.1’

*25.2’

RW

RR

*23.6’

1

3 3 3 3

6

7

8

9

6

* ***

2

BENT #6

BBEB

11

BENT #10

*23.6’

PORTION OF STRUCTURE WITHIN RR R/W

32’-�" 96’-0"

36’-2�"

98’-9�"114’-10�"65’-9�"116’-�"101’-4�"70’-9�"76’-2�"111’-9�"

40’-�"

66’-9�" 44’-9�"

90’-3�"1071’-5�"

1236’-5"

74’-8�"

18.8’

19.6’

*25.3’

1.8%1.8%

7.4% 7.4%

1.8%

7.6% 7.6% 7.6%7.6%

7.6%7.6%

3.9%

3.2%

7.4%

1.8%

7.4%

1.8%

7.4%

1.8%1.8%

7.4% 7.4%

1.8%

7.4%

1.8%

7.4% 7.4%

1.8%

7.4%

1.8%

7.4%

1.8%

7.4% 7.4%

1.8%

Elev 357.49

Sta 10

+33.35

Elev 360.08

Sta 10

+72.20

Elev 357.59

Sta 10

+38.85

Elev 360.18

Sta 10

+77.70

Elev 362.68

Sta 11

+11.06

Elev 362.68

Sta 11

+29.91

Elev 365.09

Sta 11

+61.34

Elev 365.19

Sta 11

+66.84

Elev 367.70

Sta 12

+03.76

Elev 370.21

Sta 12

+40.69

Elev 370.11

Sta 12

+35.19

Elev 367.60

Sta 11

+98.26

Elev 372.71

Sta 12

+77.62

Elev 375.22

Sta 13

+14.54

Elev 372.61

Sta 12

+72.12

Elev 377.63

Sta 13

+45.97

Elev 377.63

Sta 13

+55.40

Elev 384.00

BV

C

Sta 15

+16.38

Elev 388.95

VPI Sta 16

+41.38

Elev 384.92

EV

C

Sta 17

+66.38

Elev 384.60

Sta 17

+76.16

Elev 384.60

Sta 17+85.59

Elev 382.20

Sta 18

+18.06

Elev 382.10

Sta 18

+23.56

Elev 379.69

Sta 18

+56.03

Elev 379.59

Sta 18

+61.53

Elev 377.19

Sta 18

+94.00

Elev 377.09

Sta 18

+99.50

Elev 374.69

Sta 19

+31.97

Elev 374.59

Sta 19

+37.47

Elev 372.18

Sta 19

+69.94

Elev 372.08

Sta 19

+75.44

Elev 369.68

Sta 20

+07.91

Elev 369.68

Sta 20

+26.75

Elev 367.42

Sta 20

+57.11

Elev 367.32

Sta 20

+62.61

Elev 365.05

Sta 20

+92.97

Elev 364.95

Sta 20

+98.47

Elev 362.69

Sta 21

+28.83

Elev 362.59

Sta 21

+34.33

Elev 360.33

Sta 21

+64.69

Elev 360.23

Sta 21

+70.19

Elev 357.96

Sta 22

+00.55

Elev 357.86

Sta 22

+06.05

Elev 355.60

Sta 22

+36.41

0%

0%0%

0%

K=37.09

250’ VC

1.8%1.8%

1.8%

Elev 375.12

Sta 13

+09.04

1.8%

Elev 355.06

Sta 10

+00.00

7.3%

10-20-15

RSP

RSP

RSP

RSP

RSP

RSP

11-16-15

2

2


CALIFORNIA

STATE OF


STRUCTURE DESIGN


DESIGN BRANCH

UNIT:

PROJECT NUMBER & PHASE: CONTRACT NO.:

DESIGN

DETAILS

QUANTITIES

CHECKED

CHECKED

CHECKEDBY

BY

BY

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FOR REDUCED PLANS





POST MILES SHEET

No.

TOTAL

SHEETS


DATEAPPROVALPLANS RE

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Exp.

CIVIL

STRUCTURES DESIGN DETAIL SHEET (ENGLISH) (REV. 09-01-10)

6




3591

9-10-13

49.60

06 Ker 99

DON NGUYEN-TAN

74’-8�"

Abut 1

BENT 2

BB

32’-�"

10+00 11+00

PLAN

10+00

11+00

"ALN12" LINE

1" = 10’

1" = 10’

36’-2�"

TOTAL LENGTH POC = 1236’-5" (MEASURED ALONG "ALN12" LINE)

4

DATUM ELEVATION = 325.00’

Sta 10+04.00 LEFTSta 11+04.00 LEFT

Sta 10+54.00 LEFT

SPAN 1 SPAN 2

BB, "ALN12" LINE Sta 10+74.68

C 57510


Sta 11

+20.48

TOP OF CURB

ABUTMENT 1

Approx OGFG =

B14-3

� BENT 2

B14-3

6’-6"–

"ALN12" LINE Sta 10+00.00

BEGIN ABUTMENT 1

END ABUTMENT 1

A

No. # R

CURVE DATA

T L

A 6.0’ 180^0’0" NA

B 6.0’ 90°5’52" 6.01’

C 6.0’ 90°0’00" 6.00’

D 6.0’ 180^0’0" NA

18.85’

9.43’

9.43’

18.84’

STRUCTURE PLAN No. 1GLORIA REYES-GUTIERREZ

MIKE CULLEN

DON NGUYEN-TAN

DAVID ALVAREZ

DAVID ALVAREZ

42

MA

TC

H

LI

NE 1

Sta 11+20.48MATCH LINE 1

BC Sta 11+11.06

LANDING

LANDING

LANDING

LIMITS OF CHAIN LINK RAILING WITH STRAIGHT POSTS

7-5

B7-5

Sta 10+90

DRAIN INLET

TOP OF DECKClr

9"

� LIGHTING PEDESTAL



06 1400 0266 1 06-0H6424

50-0518

MIRRORED DEVELOPED ELEVATION

SUSAN NG

SEE ROADWAY PLANS

DRAIN TO SHOULDER DITCH,

Sta 10+34

12-31-15

see "LIGHTING PEDESTAL DETAIL" sheet.

4. For Lighting Pedestal details,

and "ABUTMENT DETAILS" sheets.

see "ABUTMENT LAYOUT"

3. For Abutment Architectural details,

see "BENT DETAILS No. 7" sheet.

2. For Column Architectural details,

1. For clarity, not all chain link railing details are shown.

NOTES:

06-20-16 10-28-15

10-20-15

N9^58’56.7"W

16’-3�"

2’-0"–

49.6

11-16-15

68

� LIGHTING PEDESTAL, Typ

PEDESTAL, Typ

� LIGHTING

PIPE 4

DRAINAGE

ROADWAY PLANS

CONDUITS, SEE

LIGHTING SYSTEM

ROADWAY PLANS

CONDUIT, SEE

LIGHTING SYSTEM

ABUTMENT 1

BEGIN

Const Jt

OPTIONAL

TYPE 7 (Mod)

RAILING

CHAIN LINK

COMMUNICATION CONDUIT (BRIDGE) 490 LF

CHAIN LINK RAILING (TYPE 7 MODIFIED) 2,472 LF

BRIDGE DECK DRAINAGE SYSTEM 7,292 LB

MISCELLANEOUS METAL (BRIDGE) 895 LB

BAR REINFORCING STEEL (BRIDGE) 350,600 LB

JOINT SEAL (MR 1�") 20 LF

FRACTURED RIB TEXTURE 2,788 SQFT

STRUCTURAL CONCRETE, BRIDGE 979 CY

STRUCTURAL CONCRETE, BRIDGE FOOTING 204 CY

DRIVE PILE (CLASS 200) (ALTERNATIVE W) 44 EA

FURNISH PILING (CLASS 200) (ALTERNATIVE W) 2,403 LF

STRUCTURE BACKFILL (BRIDGE) 361 CY

STRUCTURE EXCAVATION (BRIDGE) 662 CY

BRIDGE REMOVAL LUMP SUM

WORK AREA MONITORING (BRIDGE) LUMP SUM

LEAD COMPLIANCE PLAN LUMP SUM

QUANTITIES

2

PLANS

SEE ROADWAY

#5 PULL BOX,

2

2

2

PLANS

SEE ROADWAY

#5 PULL BOX,

2

2

106


CALIFORNIA

STATE OF


STRUCTURE DESIGN


DESIGN BRANCH

UNIT:


DESIGN

DETAILS

QUANTITIES

CHECKED

CHECKED

CHECKEDBY

BY

BY

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49.6 73 106


POST MILES SHEET

No.

TOTAL

SHEETS



GIS

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CIVIL


6




3591


9-10-13

49.60

DAVID ALVAREZ

06 Ker 99

DON NGUYEN-TAN

PLAN

22+00

1" = 10’

1" = 10’

"ALN12" LINE

66’-9�"

TOP OF DECK

Sta 20+17.33MATCH LINE 5

22+00S10^4’48.7"E

90’-3�"

21+00

21+00

BENT 14BENT 13

Abut 15

44’-9�"

EB

Sta 22+36.41END POC "ALN12" LINE

9

END POC

Sta 20+55.00, LEFT

Sta 21+55.00, LEFT

DATUM ELEVATION = 325.00’

40’-�"

Sta 22+10.00, LEFT


C 57510

No. # R

CURVE DATA

T L

A 6.0’ 180^0’0" NA

B 6.0’ 90°5’52" 6.01’

C 6.0’ 90°0’00" 6.00’

D 6.0’ 180^0’0" NA

18.85’

9.43’

9.43’

18.84’

DAVID ALVAREZGLORIA REYES-GUTIERREZ

MIKE CULLEN

DON NGUYEN-TAN

Sta 21+05.00, LEFT

EC Sta 20+26.75

END ABUTMENT 15

BEGIN ABUTMENT 15

EB "ALN12" LINE Sta 21+46.15

Sta 17

+66.16

MA

TC

H

LI

NE 5

ABUTMENT 15SPAN 12 SPAN 13 SPAN 14

TOP OF CURB

D

� BENT 14� BENT 13

CONDUITS

6’-6"–

CONDUIT

B14-3

Const JtOPTIONAL

Approx OGFG =

LANDING

LANDING, Typ

TOTAL LENGTH POC = 1236’-5" (MEASURED ALONG "ALN12" LINE)

9"LIMITS OF CHAIN LINK RAILING WITH STRAIGHT POSTS

Sta 21+70

Typ

PEDESTAL,

LIGHTING

7-5

B7-5

Sta 21+20

DRAIN INLET

42

Clr

Approx OGFG =

10-06-15

TYPE 7 (Mod)RAILINGCHAIN LINK

50-0518

06 1400 0266 1 06-0H6424 05-14-15

� LIGHTING PEDESTAL � LIGHTING PEDESTAL



MIRRORED DEVELOPED ELEVATION

PEDESTAL, Typ � LIGHTING

DRAIN TO RUNOFF STORAGE BASIN

SUSAN NG

SEE ROADWAY PLANS

DRAIN PIPE 4

see "LIGHTING PEDESTAL DETAIL" sheet.

4. For Lighting Pedestal details,

and "ABUTMENT DETAILS" sheets.

see "ABUTMENT LAYOUT"

3. For Abutment Architectural details,

see "BENT DETAILS No. 7" sheet.

2. For Column Architectural details,

1. For clarity, not all chain link railing details are shown.

NOTES:

12-31-15

10-20-15

15’-9�"

11-16-15

2

2

PLANSSEE ROADWAYAND EXTENSION,#5 PULL BOX

B14-3

2

PLANSSEE ROADWAYAND EXTENSION,#5 PULL BOX


SUSAN NG

10-02-13 19

TOP & BOTTOM

#5 @ 12

Clr

1’-0"

Typ

#5 @ 12

1’-0"

�" = 1’-0"

SECTION C-C

�" = 1’-0"

Clr

2"

Min

#5 @ 12

1�

"

Typ

#6 Tot 2,

Typ

3" Clr

Typ

2" Clr

Clr

3"

Clr

2"

RE

CE

SS

ED

2’-2"

Min

1’-0"

Typ

4" CHAMFER,

Typ

#4 @ 12,

#8 @ 12

VA

RIE

S

#5 @ 12

Typ

TE

XT

UR

E, Typ

FR

AC

TU

RE

D

RIB

VA

RIE

S

#6 @ 12

Typ

#4 @ 12,

10-09-15

SECTION D-D

8�" MinTypConst Jt, OPTIONAL

Approx OGFG =

Abutment 1 shown, Abutment 15 similarNOTE:

"ALN12" LINE

RECESS

1", Typ


06-17-16

3’-6"

#6 @ 12

1’-0"

#4 @ 12

3’-6"

1’-6"

�" = 1’-0"

SECTION A-A

#6 @ 12

#4 @ 12

#5 @ 12

1’-6"

#4 @ 12

#6 @ 12

#9 @ 12

#4 @ 12

1’-0"

"a" + �"

1’-3" 1’-3"

� Brg Abut

B6-21

BB/EB

MR = 1�"

JOINT SEAL

TOP OF DECK

Tot 2#4

6"

#6 Tot 5

�" = 1’-0"

SECTION B-B

REINFORCEMENT

ABUTMENT BOX

REINFORCEMENT

BACKWALL

ABUTMENT

PAD

BEARING

ABUTMENT KEY

BOTTOM OF

4’-

2"

#4

� Brg Abut

FOOTING

EXTEND TO

#5 Tot 5

SECTION R-R

R R

CL Brg

Galv SHEET METAL

LEVEL

3"3"

2"

2"

BEARING PAD DETAIL

NO SCALE

Brg PAD

5"

5" 5"2"

5"

SHEET METAL

EDGE OF Galv

PLAN

2"

14"

(0.079 THICK)

Galv SHEET METAL

BEARING PAD

ELASTOMERIC

BEARING PAD

SAME THICKNESS AS

EXPANDED POLYSTYRENE

to placing sheet metal.

Pad with grease prior

Coat top of Bearing

Note:

14"

13-1

B0-13

2’-0"

TEXTUREFRACTURED RIB

FG = Approx OG

#6

BOTTOMTOP & #5 Cont

#8

RECESS

1", Typ

INTO ABUTMENT

EXTEND 2’-0"

TOP & BOTTOM

#5 Cont @ 12

NOTE: Details typical at all bearing pads

VA

RIE

S

PG

NOT SHOWNRAILINGCHAIN LINK

#4 @ 16

#4 @ 16Typ#4 @ 16,

1" CHAMFER, Typ

Typ

3" Clr

CURB, Typ

TypConst Jt, OPTIONAL

"ALN12" LINE

Approx OGFG =

AND LAP SPLICESECTION D-DEXTEND INTO#4 @ 8, Typ

#4 Tot 4, Typ

#4 @ 16, Typ

Typ

1" RECESS

OPTIONAL Const Jt

OPTIONAL Const Jt

TOP OF CURB

PIPE HANGER

1’-0"

1’-0"

RIB TEXTUREFRACTURED

SYSTEMDECK DRAIN

COUPLINGEXPANSION

DRAIN PIPE 4

DETAILS" SHEET

ON "ABUTMENT MISCELLANEOUS

SEE "BACKWALL BASE DETAIL"

FORMED HOLE

8" Ø CASING

Typ

2’-9"

Clr

3"

Clr

3"

Typ

2" Clr,

5’-0"

#6 @ 12

#5 Cont

10’-0"#6 @ 12

B7-8

U-2

B7-10

U-3

B7-10

Typ

@ 15’-0" CENTERS

FORM 3" Ø HOLES

DETAIL XY

ES-9B

@ 15’-0", Typ

FORM 3"Ø HOLES

CALIFORNIA

STATE OF


STRUCTURE DESIGN


DESIGN BRANCH

UNIT:


DESIGN

DETAILS

QUANTITIES

CHECKED

CHECKED

CHECKEDBY

BY

BY

0 1 2 3

FILE => 50-0518-f-abt-sa-dt-01.add

POST MILE

BRIDGE NO.

SHEET OF

US

ER

NA

ME

=>

s119704

DA

TE

PL

OT

TE

D

=>

23-

AU

G-2016

TI

ME

PL

OT

TE

D

=>

11:07

REVISION DATES

FOR REDUCED PLANS





POST MILES SHEET

No.

TOTAL

SHEETS



GIS

TE

RE

D

RP

OFESSIONAL

EN

GI

NE

ER

AINROFILACFO

ETA

T

S

No.

Exp.

CIVIL


6




50-0518

49.6 3591

06-0H6424

DAVID ALVAREZ

DON NGUYEN-TAN

DAVID ALVAREZ

06 Ker 99

DON NGUYEN-TAN

C 57510

12-31-15


MIKE CULLEN

42


06 1400 0266 1

10-20-15

49.6 83 106

11-16-15

SEE ROADWAY PLANS

SYSTEM CONDUIT, Typ

1�" Ø LIGHTING

SYSTEM CONDUIT

1�"Ø LIGHTING

2

2

2


TYPICAL SECTION

06-09-13 29

SUSAN NG

PART TYPICAL SECTION

1�" = 1’-0"

TYPICAL SECTION

�" = 1’-0"

B7-1

2.

1.

pedestal not shown.

For clarity, chain link railing and lighting

"ADDITIONAL BOTTOM REINFORCEMENT" details.

see "ADDITIONAL TOP REINFORCEMENT" and

For additional top and bottom reinforcement,

Notes:

7-5

B7-5 2"� DRAINAGE INLET

10-28-1506-17-16

CALIFORNIA

STATE OF


STRUCTURE DESIGN


DESIGN BRANCH

UNIT:


DESIGN

DETAILS

QUANTITIES

CHECKED

CHECKED

CHECKEDBY

BY

BY

0 1 2 3

FILE => 50-0518-k-ts-01.add

POST MILE

BRIDGE NO.

SHEET OF

US

ER

NA

ME

=>

s119704

DA

TE

PL

OT

TE

D

=>

23-

AU

G-2016

TI

ME

PL

OT

TE

D

=>

11:07

REVISION DATES

FOR REDUCED PLANS





POST MILES SHEET

No.

TOTAL

SHEETS



GIS

TE

RE

D

RP

OFESSIONAL

EN

GI

NE

ER

AINROFILACFO

ETA

T

S

No.

Exp.

CIVIL


6




50-0518

49.6 3591

06-0H6424

DAVID ALVAREZ

DON NGUYEN-TAN

DAVID ALVAREZ

06 Ker 99

DON NGUYEN-TAN

C 57510

12-31-15


MIKE CULLEN

42


06 1400 0266 1

PG

Typ

10"

SHOWN)

RAILING (NOT

CHAIN LINK

PLAN" SHEETS

SEE "STRUCTURE

DECK DRAIN,

DIRECTION, Typ

TRANSVERSE

LEVEL IN

1" FILLET, Typ

4’-0"8"

"ALN12" LINE

BOX GIRDER

CIP/RC

VA

RIE

S

10�

"

&

VA

RIE

S

11�

"

&

VARIES-0.5% &

VARIES+0.5% &

Typ

4" FILLET,

TOTAL 3

1�" Ø CONDUIT,

EVENLY SPACED

#4 TOTAL 4

EVENLY SPACED

#5 TOTAL 8

JOINT, Typ

CONSTRUCTION

5-11

#4 Tot 4, Typ

B0-5

�" DRIP GROOVE, Typ

@ 18

#4 Cont

#5 @ 12, Typ

Typ

#5 Tot 2,

#4 Tot 8, Typ

Typ

6" Clr

REINFORCEMENT

ADDITIONAL TOP

#5 S = 12"

REINFORCEMENT

ADDITIONAL BOTTOM

TYPICAL

3"

4�"

12"

1�

"

Clr

STIRRUPS, Typ

#5 @ 12 Max

Typ

6"

Typ

4"

GIRDER

Tot 2 PER

#8 Cont,

GIRDER

Tot 2 PER

#10 Cont,

EVENLY SPACED

#5 TOTAL 7

BOTTOM STAGGERED

#4 S = 12"

5-11

B0-5

FUTURE UTILITIES

CONDUIT (BRIDGE) FOR

1�"Ø COMMUNICATION

10-20-15

Clr

2"

Clr

1"

Clr

1"

TYPICAL

1’-6"

10’-2"

4’-0"4’-0"

Typ

1’-1"

Typ

1’-7"

Typ

7"

7"

Typ

3’-6"

Typ

2’-9"

Typ

2’-2"

49.6 93 106

11-16-15

PLANS

CONDUIT, SEE ROADWAY

1�"Ø LIGHTING SYSTEM

PLANS

CONDUIT, SEE ROADWAY

1�"Ø LIGHTING SYSTEM

2

2

2


CALIFORNIA

STATE OF


STRUCTURE DESIGN


DESIGN BRANCH

UNIT:


DESIGN

DETAILS

QUANTITIES

CHECKED

CHECKED

CHECKEDBY

BY

BY

0 1 2 3

FILE => 50-0518-k-ts-ltg-ped.add

POST MILE

BRIDGE NO.

SHEET OF

US

ER

NA

ME

=>

s119704

DA

TE

PL

OT

TE

D

=>

23-

AU

G-2016

TI

ME

PL

OT

TE

D

=>

11:07

REVISION DATES

FOR REDUCED PLANS





POST MILES SHEET

No.

TOTAL

SHEETS



GIS

TE

RE

D

RP

OFESSIONAL

EN

GI

NE

ER

AINROFILACFO

ETA

T

S

No.

Exp.

CIVIL


6




3591

50-0518

06-0H6424

06 Ker

DON NGUYEN-TAN

12-31-15

DAVID ALVAREZ

10-9-13

DAVID ALVAREZ

DON NGUYEN-TAN

GLORIA REYES-GUTIERREZ 49.6 LIGHTING PEDESTAL DETAILS

MIKE CULLEN KERN AVENUE POC (REPLACE)

4230

C 57510

06-20-16

DAVID ELLIOTT/SUSAN NG

REBAR NOT SHOWN FOR CLARITYBOX GIRDER AND POC CURB

�" = 1’-0"

PLAN

�" = 1’-0"

REBAR NOT SHOWN FOR CLARITYBOX GIRDER AND POC CURB

VARIES2’-2"

R = 2’-3"

22"

18"

16"

16"

A

A

#5

B

BES-9C

� POC

TOP OF CURB

ELEVATION

PULL BOX DRAIN

LEVEL

No.9 PB

� PEDESTAL POLE

18"

16"

16"

1’-0"11"

3’-3"

SECTION A-A

�"= 1’-0"

SECTION B-B

�"= 1’-0"

2’-9"

6’-0"

No. 9 PULL BOX

PULL BOX DRAIN

06 1400 0266 1 10-16-15

3. For clarity, box girder and POC curb reinforcement not shown.

2. For clarity, curb-mounted fence not shown.

1. Pedestal shall have a minimum of 2" concrete cover over rebar.

NOTES:

R = VARIES

#5 @ 6

VARIES

#5 @ 6

#5 @ 4

#5

#5 @ 4

LIGHTING STANDARD� PEDESTAL AND

#5 Tot 2

VARIES

#5 @ 6

#5

R = VARIES

#5 @ 3

VARIES

VARIES

#5 Tot 2

22"

#5

R = VARIES

TOP OF CURB

LEVEL

�" = 1’-0"

PROFILE VIEW

1’-3"

R = 2’-3"

R = 1’-5"

� PEDESTAL POLE

R = 1’-5"

4�"

PULL BOX

ACCOMODATE

RAISED CURB TO

LIGHTING STANDARD� PEDESTAL AND

3"

Clr

10-20-15

99 49.6 94 106

11-16-15FOR ELECTROLIERS

SYSTEM CONDUIT

1�"Ø LIGHTING

PLANS

SEE ROADWAY

SYSTEM CONDUIT,

1�"Ø LIGHTING

FOR ELECTROLIERS

SYSTEM CONDUIT

1�"Ø LIGHTING

SEE ROADWAY PLANS

SYSTEM CONDUIT

1�"Ø LIGHTING

FOR ELECTROLIERS

SYSTEM CONDUIT

1�"Ø LIGHTING

STANDARD DETAILSFOR LIGHTING SEE ROADWAY PLANS

SEE ROADWAY PLANSELECTROLIER ANCHORAGE,

2

2

2

2

2

2


CALIFORNIA

STATE OF


STRUCTURE DESIGN


DESIGN BRANCH

UNIT:


DESIGN

DETAILS

QUANTITIES

CHECKED

CHECKED

CHECKEDBY

BY

BY

0 1 2 3

FILE => 50-0518-u-clr_01.add

POST MILE

BRIDGE NO.

SHEET OF

US

ER

NA

ME

=>

s119704

DA

TE

PL

OT

TE

D

=>

23-

AU

G-2016

TI

ME

PL

OT

TE

D

=>

11:07

REVISION DATES

FOR REDUCED PLANS




49.6


POST MILES SHEET

No.

TOTAL

SHEETS



GIS

TE

RE

D

RP

OFESSIONAL

EN

GI

NE

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AINROFILACFO

ETA

T

S

No.

Exp.

CIVIL


6




3591

50-0518

06-0H6424

06 Ker

DON NGUYEN-TAN

12-31-15

40 42

DON NGUYEN-TAN

DON NGUYEN-TAN

49.6

06 1400 0266 1 05-08-15 10-06-15


MIKE CULLEN

DAVID ALVAREZ

99

C 5751011-16-15



B

B

C

C

AA

END PANEL

PANEL

TYPICAL INTERIOR

ALTERNATE END PANEL& DECK JOINTS

AT OBSTRUCTIONS

5’-6"

NOTES:

1’-3�"

1�"

� ELECTROLIER OR SIGN POST OR DECK JOINT

TO

AN

GL

E

1’-0"

1"

TOP OF CURB

DECK JOINT, Typ

PULL BOX

4�

"

2’-0"

2’-6"

3"

@ 15"

Min

@ 6"

Min

� POST

2’-0" Min

5’-3" Max

� POST

TO TENSION WIRE & CABLE

11GA STEEL WIRE TIES @ 12"EACH ANCHORAGE.

CLAMP. PROVIDE 1�" Min TAKE-UP AT

WELDED EYEBOLT AND CRIMPED SLEEVE

WITH STUD SOCKET ASSEMBLY OR �"

POSTS ADJACENT TO RAISED CURBS

OPENINGS, DECK OR WALL JOINTs, OR

AND POSTS ADJACENT TO ELECTROLIER

ANCHOR �" Galv CABLE AT END POSTS

JOINT DETAIL"

SEE "SPLICE OR EXPANSION

NOTE 11

EYE RODS, SEE

�" Ø WELDED

ACCOMMODATE PULL BOXRAISED CURB TO

1"

Max

ELEVATION DETAIL"SEE "END POST CAP

INTERMEDIATE POSTS

�"Ø HOLES IN

THREADED THROUGH

�" Galv CABLE

JOINTS AND ELECTROLIERSFABRIC CONTINUOUS @ EXPANSION

& REINFORCE WITH �" WIREPROVIDE OPENING IN MESH AS REQUIRED

� POST� POST

RAILING DETAILS NO. 2" SHEETSEE "DETAIL A" ON "CHAIN LINK

DECK JOINTBULGE FABRIC @

STRAIGHT POSTS CURVED POSTS

� POST TYPE TRANSITION

3�

" Clr

�" Clr

1’-1�"

�"

ELEVATION

G

SECTION B-B

TYPICAL SECTION

SECTION A-A

SECTION C-C

Max

Typ

ELEVATIONEND POST CAP

Clr

R=24"

�" Clr

�"–

�"–

1�"

2 �

"

�" 4"

1�" 2" 1�" 1�" 2"

2"

1�"

�" Min

2�

"

7’-7�

"

5’-9"

1’-10�

"

1’-9�

"

2"

SPLICE OR EXPANSION JOINT DETAIL

GOF ANGLE

TWO LEGS

CAP ´ �

CHAIN

LINK

FABRIC

BOLTED ALTERNATIVE

POST STRAIGHT

7’-9"

POSTCURVED

WELD ALTERNATIVE

L 4 x 3 x �TAP HOLE IN CAP ´

TO CAP ´ OR DRILL AND

TACK WELD �" HEX NUT L 4 x 3 x �

�" X 1" SLOTTED HOLES FOR �" Ø BOLT

SPLICE ´ � X 2� X 11 WITH

PEEN THREADS)

NUT (FINGER TIGHT, AND

LOCK WASHER AND HEX

WITH 2 PLAIN WASHERS,

�" Ø HEX HEAD BOLT BOLT

WITH PLAIN WASHER

�" HEX HEAD BOLT

@ 14" Max

WITH LOCK WASHERS

SELF-TAPPING SCREWS

�" Ø HEX HEAD

HOLE IN ANGLE

�"x 1�" SLOTTED

HSS 3 X 2 X � POST

L 4 x 3 x �

LOCK WASHERS & HEX NUT

BOLTS WITH PLAIN AND

� �" Ø HEX HEAD

TO "SECTION B-B"

CONNECTION DETAILS SIMILAR

CAP ´ �

2’-9"

1’-9"

2’-9"

1’-9"

CURB

AND HEX NUT @ 18" Max

PLATE WASHER, LOCK WASHER

SCREWS WITH 1�" X 1�" X �"

�" Ø ROUND HEAD MACHINE

SEE NOTE 15

L 3� x 2� x �

WA

LK

WA

Y

AB

OV

E

3’-0"

WA

LK

WA

Y

AB

OV

E

3’-0"

FABRIC

LINK

CHAIN

HANDRAILING

TUBULAR

OR JOINT IN BARRIER

9" TYPICAL END OF CONCRETE

HSS 3 x 2 x � Typ

HSS 2 x 2 x �

D

D

HSS 3 x 2 x �

� HSS 2 x 2 x �

SECTION D-D

RAILING FABRICCHAIN LINK

HSS 3 x 2 x �

SPLICE ´ � x 11 x 2�"

HSS 2 X 2 X �

08-20-15

D. ELLIOTT/G. DICKERSON

(MOD) No. 2" SHEET

"CHAIN LINK RAILING TYPE 7

SEE "PART ELEVATION" ON

(MOD) No. 2" SHEET

"CHAIN LINK RAILING TYPE 7

SEE "DETAIL B" ON

BOLT, Typ

NUT TO

TACK WELD

FURNISHED)

(DEPARTMENT

RUNNER CUT-OUT

PAINT BLACK

(DEPARTMENT FURNISHED).

U-BOLT, WASHERS AND NUTS

�"Ø STAINLESS STEEL

AND CHAIN LINK FABRIC

BETWEEN HSS 2 x 2 x �

(DEPARTMENT FURNISHED)

INSTALL RUNNER CUT-OUT

FURNISHED)

(DEPARTMENT

RUNNER CUT-OUT

10-20-15

accordingly.

deck joint. Increase slotted hole length and splice ´ length

At expansion joint, provide gap dimension equal to gap for

Bend horizontal components to conform to curve.

location of �" cable and height of �" Ø welded eye rods.

For fencing panels at locations containing pull boxes, adjust

drilled and painted with zinc rich paint.

Holes in posts for �" cable and its anchorages may be field

distance between the �" cable and the curve to 1" max.

curb and equally spaced to limit the middle ordinate

welded eye embedded rods 4" into the top of the concrete

radius of 150’-0" or less, thread �" cable through �"Ø

When railing is placed on a horizontal alignment with a

knuckled selvage top and bottom.

Chain link fabric to be 96" wide with 1" mesh and with

Provide thimbles at all cable loops.

See "STRUCTURE PLAN" sheets for limits of Chain Link Railing.

"TYPICAL SECTION" sheet.

For details and reinforcement not shown, see

Alternative details may be submitted for Engineer’s approval.

When railing is on slope, place fabric parallel to the slope.

horizontal curves and grade breaks.

profile grade. Shop bend top horizontal angle to fit

Fabricate and install top horizontal angle parallel to bridge

profile grade. At electroliers install posts vertical.

posts and straight portions of curved posts normal to bridge

Except for posts adjacent to electroliers, install straight

rail discontinuities.

permitted at expansion joints, electroliers, and other

two intermediate posts except that a shorter length is

Horizontal angle shall be continuous over not less than

after fabrication.

Vinyl coat railing assembly and chain link fabric, black,

15.

14.

13.

12.

11.

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

�" Ø TENSION ROD

WASHERS 14" Max

SCREWS WITH LOCK

SELF-TAPPING

�" Ø HEX HEAD

LENGTH FOR PAYMENT OF CHAIN LINK RAILING

5’-0" Min - 10’-4" Max 5’-0" Min - 10’-4" Max

WITH ´ � X 1� X � WASHER

HEX HEAD SELF-TAPPING SCREWS

AND MID-RAILING WITH �" Ø

SECURE FABRIC TO ALL POSTS

104 106

2

2 2

2

2

2


CALIFORNIA

STATE OF


STRUCTURE DESIGN


DESIGN BRANCH

UNIT:


DESIGN

DETAILS

QUANTITIES

CHECKED

CHECKED

CHECKEDBY

BY

BY

0 1 2 3

FILE => 50-0518-u-clr_02.add

POST MILE

BRIDGE NO.

SHEET OF

US

ER

NA

ME

=>

s119704

REVISION DATES

FOR REDUCED PLANS




6

3591

50-0518

06-0H6424 41 42

DON NGUYEN-TAN

DON NGUYEN-TAN

49.6

06 1400 0266 1 05-08-15 10-06-15


MIKE CULLEN

DAVID ALVAREZ



DA

TE

PL

OT

TE

D

=>

23-

AU

G-2016

TI

ME

PL

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=>

11:07

49.6


POST MILES SHEET

No.

TOTAL

SHEETS



GIS

TE

RE

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OFESSIONAL

EN

GI

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AINROFILACFO

ETA

T

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No.

Exp.

CIVIL




06 Ker

DON NGUYEN-TAN

12-31-15

99

C 5751011-16-15


PART ELEVATIONNO SCALE

SEE "DETAIL C"

END POST END POST

D D

E

E

WITH STRAIGHT POSTS

LIMITS OF CHAIN LINK RAILING

WITH CURVE POSTS

LIMITS OF CHAIN LINK RAILING

HANDRAILINGTUBULAR

NO SCALE

SEE "DETAIL B"

SECTION E-E

5"

R=1�"

POST

TACK WELD �" HEX NUT

L 3� x 2� x �

�" Ø HEX HEAD CAP SCREW

´ �"

@ END POST WITH CONDUIT

CHAIN LINK FABRIC

G

INCREASE SLEEVE LENGTH CORRESPONDINGLY

MATCH DECK AND WALL JOINT WIDTH,

PROVIDE �" FOR EXPANSION @ 16’-0" Max OR

PROVIDE Galv PIPE � Std SHIM, Tot 2

5"

3�

"3"

BAR �"

GRIND CORNERS SMOOTH

AND LOCK WASHER

PROVIDE HEX HEAD NUT

�" Ø HEX HEAD BOLTS

5"

�" Ø SELF-TAPPING SCREW

SECURE ONE SIDE WITH

12 Ga ´ BENT THUS

6" SLEEVE FORMED FROM

3"3"

AT CAP END

�" VENT HOLE

CAP ´ �"

POST

4"

6"

1"

1"

END POST NOT SHOWN

´ 6 X 2 X �"

HSS 1� x 1� x �

HSS 1� x 1� x �

SLOTTED VERTICALLY

�" X 1" HOLES

ON INSIDE FACE

Typ

1�"

�" Min

L 3� x 2� x �

Typ

WITH LOCK WASHERS 14" Max

SELF-TAPPING SCREWS

�" ` HEX HEAD

1"

1�

"1"

�" ` HEX HEAD BOLT

WITH 2 PLAIN WASHERSAND HEX NUT

�" ` HEX HEAD SELF TAPPING

SCREWS WITH LOCK WASHERS

L 3� x 2� x � x 2

DETAIL ANO SCALE

BEND AS REQUIRED

DETAIL BNO SCALE

DETAIL C

10"

3" 3"4"

�

NO SCALE

HSS 2 x 2 x �

08-20-15

D. ELLIOTT/G. DICKERSON

�

�" VENT

1�

"

5"

Min

1�" Ø HOLE

NO SCALE

SECTION D-D

NO SCALE

TUBULAR HANDRAILING BRACKET DETAILS

END POSTELEVATION

INTERMEDIATE POSTELEVATION

SIDE VIEW

PLAN PLAN

1"– MORTAR PAD

�"` TENSION ROD

NUT & WASHER

NUT & WASHER

´ �" WITH �" Ø HOLES *

*

NOTE:

1�"1�"

TypTyp

2" 3"3"

8"

DOUBLE POST

SINGLE POST

SINGLE POST

DOUBLE POST

WITH LOCK WASHER @ 14" Max

�" ` HEX HEAD BOLT

3" THREAD

�" U BOLT WITH

´ 8 x 10 x �", FOR DOUBLE POST

´ 8 x 8 x �", FOR SINGLE POST

4-#4 x 10"

#4 x 10", Tot 4

TO U-BOLT

TACK WELD

2-#6 x 1’-0"

TACK WELD

#6 x 1’-0", Tot 2

HSS 3 X 2 X � POST

10-20-15

105 106

1"

� POST

�" CABLE

�" Ø HOLE FOR

2

2

2

2


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06-0H6424 Ad2-plans - California Department of · PDF filebb, "aln12" line exist uprr sb rte ... 06-0h6424 3591 6 david alvarez susan ng don nguyen-tan david alvarez 11-01-12 2 06