04 294914 Ad3 Plans

ALL DIMENSIONS ARE IN

METERS UNLESS OTHERWISE SHOWN

TYPICAL CROSS SECTIONSNO SCALE

FOR NOTES, ABBREVIATIONS

&/OR LEGEND, SEE SHEET X-1

ETW ES

(E)

MATCHExist

2.44

OG

76 mm AC

(E)

152 mm AB384 mm AS152 mm PM

LINE

A7

ETW7.32

GROOVE EXIST CONC PAVEMENT

2.13

(E)

101 mm CTB305 mm AS

204 mm PCC

152 mm PM

14.64

76 mm AC

152 mm CTB

(E)

LINE

A7

ETW


(E)

101 mm CTB305 mm AS

204 mm PCC

152 mm PM

76 mm AC152 mm CTB

ETW

2.13

3.66 TO 7.32

STA A7 51+87 TO 53+60

PG

PG

3.35 3.35ETW

1.22 1.22

3

R/W R/W

R/W

Var Var

R/WVar Var

ETW ES

(E)

MATCHExist

OG

76 mm AC

(E)

152 mm AB

FILTER FABRIC

384 mm AS152 mm PM

LINE

A7

ETW7.32


2.13

(E)

101 mm CTB305 mm AS

204 mm PCC

152 mm PM

14.64

76 mm AC

152 mm CTB

ETW2.13

PG

1.22 1.22

3

R/WR/W

Var Var

1.0 TO 1.70 TO 1.92

1.70 TO 2.21 0.61 TO 0.74

STA A7 50+75 TO 51+32.5

STA A7 51+32.5 TO 51+87

X-10

HMA V GUTTER

HMA V GUTTER

FILTER FABRIC

150 mm

200 mm APU (Typ)

FILTER FABRIC

150 mm

200 mm APU (Typ)

(SEE SHEET DD-7)

(SEE SHEET DD-7)

05

-1

2-0

8

CHAIN LINK FENCE(TYPE CL-1.2)

TYPE A1-200 CURBREMOVE CURB

SAWCUT

0.76 TO 2.0 0.33 TO 2.21 0.30

STA AP 10+00 TO 10+63

VarVar

MATCH

Exist

13

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THE STATE OF CALIFORNIA OR ITS OFFICERS

OR AGENTS SHALL NOT BE RESPONSIBLE FOR

THE ACCURACY OR COMPLETENESS OF ELECTRONIC

COPIES OF THIS PLAN SHEET.

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Dist COUNTY ROUTEKILOMETER POSTTOTAL PROJECT

SHEETNo.

TOTALSHEETS

REGISTERED CIVIL ENGINEER

DATEAPPROVALPLANS

294911EA04271CUUSERNAME =>

DGN FILE => 429491ca

trmikRELATIVE BORDER SCALE

IS IN MILLIMETERS BORDER LAST REVISED 3/1/2007

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8.2/10.0,0.0/2.7

24Ala, CC04

1-5-09

AP

LINE

REVISED PER ADDENDUM No. 3 DATED AUGUST 20, 20093

3



TYPICAL CROSS SECTIONSNO SCALE


&/OR LEGEND, SEE SHEET X-1

2.44

Var1:2

OR FLATTER

9% & Var

2.44

Var

1.22

Var

152 mm CTB

76 mm AC

(E)

Var

4.89 TO 5.71

LINE

Var

5.57 TO 10.47

1:4 OR FLATTER

46 mm AC

60 mm RAC(E)

Var

3.66 To 4.89

Var

2.03 To 6.79

LINE

46 mm AC

60 mm RAC(E)

OG

OG

FO

STA FO 2+80 TO 3+06.911

FO

REMOVE

CURB

REMOVE CURB

5%

LINEFO

STA FO 4+60 TO 7+80

MBGR

(E)

204 mm CTB

152 mm AS

3.665.49

LINEOT

STA OT 13+80 TO 15+68

STA OT 17+59 TO 19+75.9

(E)

204 mm CTB

152 mm AS

5.49LINE

OT

STA OT 16+20 TO 17+03.6

OG

4

5

5

9

STA FO 2+20 TO 2+80

76 mm AC

76 mm AC

FG

REMOVE CURB

9

9

204 mm CTB

329 mm AS

11

329 mm AS

204 mm CTB

381 mm AS

2.44 1.22

10% & Var

46 mm AC

60 mm RAC

Var

LINE

1:4 OR FLATTER

(E)

OG

OG

FO

REMOVE CURB

9

REMOVE BASEAND SURFACING

STA FO 3+06.911 TO 3+23

5.6 TO 5.69

REMOVE

CURB

STA FO 3+23 TO 3+58.623

204 mm CTB

204 mm AS

5.69 TO 5.712.44 1.22

10% & Var

46 mm AC60 mm RAC

Var

LINE

1:4 OR FLATTER

(E)

OG

OG

FO

4

REMOVE CURB

9

REMOVE BASEAND SURFACING

204 mm CTB204 mm AS152 mm PM

R/W

R/W

Var

Var

200 mm APU (Typ)

150 mm 915 mm

REMOVE UNDERDRAIN

FILTER FABRIC

X-13

HMA DIKE

1:4 OR FLATTER

HMA DIKE

HMA DIKE

HMA DIKE

1:4 OR FLATTER

HMA DIKE

4.00

CHAIN LINK FENCE

(TYPE CL-1.8)

RETAINING WALL 2E

(SEE RETAINING WALL PLANS)

(E)

204 mm CTB

(E)

329 mm AS381 mm AS

ETWETWES

152 mm AB

LINEES

FREEWAY

MATCHExistOG

NS

4.57

2.44 TO 3.66

REMOVE CURB

127

FG (SEE CONTOUR GRADINGSHEETS G-6 & G-7)

76 mm AC 76 mm AC

0.3 Min

1:4 OR

FLATTER

STA NS 11+80 TO 12+70

(E)

204 mm CTB

(E)

329 mm AS

381 mm AS

ETWETWES

152 mm AB

LINE

MATCHExistOG

NS

4.57

2.44 TO 3.66

REMOVE CURB

127


76 mm AC

76 mm AC

(SEE DD-7)HMA SIDE GUTTER

STA NS 12+70 TO 13+20.486

2.44

(E)

204 mm CTB

(E)

329 mm AS

381 mm AS

ETWETWES

152 mm AB

LINEES

FREEWAY

(E)

381 mm AS

152 mm AB

MATCHExist

OG

NS

3.66 TO 9.61 0 TO 8.21

REMOVE CURB

127

11


76 mm AC

76 mm AC

76 mm AC

STA NS 11+10.3 TO 11+80

Var

14

14

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DGN FILE => 429491ca

trlenRELATIVE BORDER SCALE


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Dennis B.Ocampo

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14 1435

MATCHExist

Var

MATCHExist

MATCHExist

Var

Var

Ala,CC

1-5-09


14

3


&/OR LEGEND, SEE SHEET L-1

LAYOUT



SCALE 1:500

R T L

CURVE DATA

No.ALIGNMENT

A7

EP

FR

FR

FR

FO

FO

350.528 68^ 38 28.6 239.299 419.939

17^ 01 52.6 56.897 112.955

60.961 35.935 64.941

182.884 55^ 06 08.0 95.411 175.883

274.327 15^ 54 39.4 38.337 76.180

372.000 04^ 33 42.9 14.817 29.619

22.000

379.998

EP 32+65.693 EC

N 17^1611.2" E

126.1

95

FR 4+64.492 PCC

FR 6+40.374 PCC

FR 7+16.554 EC

+92END MBGRFO 2+26.195 BCFO 2+55.814 EC N 21^4954.1" EFO 3+58.609 PCCFO 3+00.480 BCFO 4+17.468 ECFO 4+49.109 BC+

00

1.21.2

FO 4+60

+00

+28

6.100 Lt FO 2+24

+20

+92

2N 120+35.475 POT =

N 18

^23

10.2"

E

102.9

89

2M 219+05.203 POT =

7.01 Lt A4 47+16.024

31.641

44.66

6

FO

FO

334.940

64.584

53^ 36 19.1 169.210 313.366

31.651 58.859

14.326 Lt A7 47+46.567

W

FOR COMPLETE RIGHT OF WAY AND

ACCURATE ACCESS DATA, SEE RIGHT OFWAY RECORD MAPS AT DISTRICT OFFICE.

GROOVE Exist

Conc Pvmt

GROO

VE Ex

ist

Conc

Pvmt

S 1^46 26.7" E

58.12986.273

W

A7 48+00

EN

652899.1648 1849625.2932

652738.6037 1849629.1566

652685.3637 1849700.4417

652813.3876

652912.4860

652795.6548

652930.9576

652623.4677

652855.8582

1849671.0889

1849760.9108

1849626.1738

1849680.3779

1849596.6567

1849589.4588

+13

+06

+52

SE

E S

HE

ET

L-8

SE

E S

HE

ET

L-1

0

L-9

+35

+97

CONSTRUCT MBGR

(TYPE 16B LAYOUT)

3

Beg REMOVE CURB

REMOVE CURB

REMOVE CURBS

A7 48+40

A7 48+29

END Conc BARRIER (TYPE 60)

Beg Conc BARRIER (TYPE 60E)

A7 48+60

END Conc BARRIER (TYPE 60E)

Beg Conc BARRIER (TYPE 60)

37

39

41

45

46

47

48

49

50

45

46

47

37

39

49

50

48

+39 +

64

+62

4

8

9

8

END REMOVE Conc ISLAND

11

11

11

11

2

END REMOVE AC DIKE Rt

60 300.000 15^ 05 07.1 39.723 78.986 652939.7658 1849812.1417

60

+67.9

66

24.3

86

Beg REMOVE AC DIKE Lt

41

END REMOVE DTBB

Beg REMOVE DTBB

END REMOVE TBB

14

14

REMOVE

CURB

61^ 02 09.0

52^ 13 02.2

151^ 23 18.6

Beg HMA DIKE (TYPE F)Beg MBGR

Beg REMOVE CL FENCE

Beg CL FENCE(TYPE CL 1.8)

FO 2+69

FO 3+58.6

Beg HMA DIKE (TYPE E)

END HMA DIKE (TYPE E)

+37

+26

+32

7.002

x

x

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DGN FILE => 429491ea



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UB

UB

UB

UB

UB

UB

CONC

UB

UB

274.38

270.84

271.42

272.52

272.66

272.58

UB

UB

UB

272.80

273.46

274.63

272.08

282.63

282.38

ASP

H

ASPH

CONC

CONC

272

276

27

4

276

268

270

272

272

270

ASPH

ASPH

ASPH

CC-24

CC-24

DI

SHADOW

DIKE

SHADOWS

UB UBUB UB

UB

UB

DI

268.41

GNV

UB

UB

UB

ROCKS

DENSE TREES

Y 6

52

80

0

X 1 849 600

CC-24

CC-24

CONC

CONC

ASPH

ASPH

ASPH

326

324

322

320

266

264

262

260

276

272

270

268

266

274

292290288286284282280278276

274272270

268

278276274

272

298296294

292

290

282

288286284

314312310308306304302300

280

270

268

266

264

MVP

MVP

50

49

48

32

A7 LINE

ROUTE 24

ROUTE 24

5

6

7

FR L

INE

54

3

2

FO LI

NE

120

2N LI

NE

2M LI

NE

MVP

FO LI

NE

C

F

C

C

C

F

R/W

R/W

R/W

R/W

2

12.054 Lt 2N 120+26.697END RW-1E

END Conc BARRIER (TYPE 60D)

CRASH CUSHION (REACT 9CBB)

REMOVE CRASH CUSHIONEND REMOVE CURB

09-09-08

04 Ala, CC 248.2/10.0,

0.0/2.7143524

1-5-09

14

3 REVISED PER ADDENDUM No. 3 DATED AUGUST 20, 2009

3

SUMMARY OF QUANTITIES

Q-1

STATION LOCATIONTYPE 60 C TYPE 60 D

m

TYPE 60

Cl

CONCRETE BARRIER

STATION LOCATIONm

STATION LOCATION

TOTAL

REMOVE BASE AND SURFACING

STATION LOCATION

Lt

TOTAL

EA

MBGR

m

LAYOUT TYPE(N)

Rt 1 16A

TOTAL

VOLUME

FO 3+07 TO 3+28 Rt 107

TYPE 60 E

A4 54+44 TO 54+55 10

ClA4 54+55 TO 54+85 30

Cl

METAL BEAM GUARD RAILING (STEEL POST)

TYPE 60 A

A4 54+85 TO 56+8

A4 56+8 TO 56+45

123

37

A4 56+45 TO 56+93

Cl

Cl

Cl

Cl

Cl

Cl

Cl

Cl

Cl

Cl

48

A4 56+93 TO 57+81 88

A4 57+81 TO 58+02 21

A4 58+02 TO 59+27 125

21A4 59+27 TO 59+48

A4 59+48 TO 59+68 20

A4 59+68 TO 60+25 57

A4 60+25 TO 60+46 21

A4 60+46 TO 60+69 23

43Cl

Cl

A4 60+69 TO 61+12

245

2N 106+44 TO 106+72 Lt 28

2N 106+72 TO 107+00 Lt

2N 117+36 TO 117+93 Lt

Lt

28

57

Lt

Cl

2N 117+37 TO 117+90 Rt 53

A7 47+05 TO 48+29 Cl 124

A7 48+29 TO 48+60 Cl 31

Cl

1 1

1

1

1

1

Rt

Rt2M 205+25 TO 205+45 20

A7 48+39 TO 48+62 Lt 1 16B

2M 216+37 TO 216+92 Rt 1 16B

16B1RtA7 51+54 TO 51+84

A7 51+18 TO 51+41 Lt

Lt

1

1

16B

16B

1

1A7 63+87 TO 64+10

192

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

OR1 62+38 TO 62+95 57

OR1 62+95 TO 63+45 Lt 50

85

BE 10+00 TO 11+92

BW 70+00 TO 72+45

1

END ANCHORASSEMBLY

(TYPE SFT)

16B

308.6

11.6

11.6

43.6

18.6

11.6

11.6

TYPE C TYPE E TYPE F

TONNE

2M 205+20 TO 205+60

FO 4+60 TO 7+80

OT 15+73 TO NS 10+62

R 59+42 TO OT 17+57

PG 58+51 TO OR1 61+59

OR1 61+59 TO 61+73

OR1 61+73 TO 61+80

Lt

Rt

Rt

Lt

Rt

Rt

Lt/Rt

Rt

Rt

40

320

14

62

70

175

8

17.4

1.4

0.87

6.92

4.02

4.54

11.36

0.3

0.3

STATION LOCATION

GROOVE EXISTING CONCRETE PAVEMENTLANE

1 2 3 4 5

A4 54+44 TO 61+42

OR1 61+40 TO 62+14

A7 47+10 TO 50+40

A7 50+40 TO 53+60

Rt

Rt

Lt

Lt

TOTAL

SUBTOTAL

2555

1207

1171

4933

2555 2555 2555 1407

271 271

1207

604

4366 2555 2826 1678

16358

HMA (TYPE A)

TOTAL

BE 10+65 TO 11+03 Lt 69

176

A7 56+6 TO 56+12

Cl

6Cl

Cl

6

6

A7 60+17 TO 60+33

A7 64+28 TO 64+34

TERMINAL SYSTEM

ALTERNATIVE FLARED

OR1 61+58 TO 61+80 Rt 1 1

EA

TRANSITIONRAILING

(TYPE WB)

16B

Lt 1

16B

1

1

EPS 10+18 TO 10+22 16A

EPS 10+6 TO 10+10 Rt

2N 117+93 TO 120+27 234

262748

FO 4+60 TO 7+80

2N 106+63 TO 106+92

A4 53+26 TO 53+49

14

2M 216+37 TO 217+72 270

202M 205+00 TO 205+20

54 328

FO 2+69 TO 3+59 Lt 90 5.84

687 52.95

LtNS 12+35 TO 12+58 1 23 16B 1

13

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2M 216+37 TO 216+62

474.2 8

1

5

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-1

7-0

8

1-5-09

04 Ala, CC 248.2/10.0,0.0/2.7

251 1435

PLACE HMA DIKE


362 215

840 693

A7 48+60 TO 52+22

3

3 50+75

PROJECT NOTES, ABBREVIATIONS AND SYMBOLS

E-2

PROJECT NOTES

SYMBOLS

VEU

(SEE ALSO ES-1A AND ES-1B)

VIDEO ENCODER UNIT

ABBREVIATIONS

ACC

TOU

AFC ANTENNA FEEDING CABLE

ANTENNA COAXIAL CABLE

TIME OF USE

CTID CALTRANS IDENTIFICATION

PEU

TDC

PHOTO ELECTRIC UNIT

SBC

TM TRAFFIC MONITORING

VOLTS

PLC

HZ HERTZ

NEC NATIONAL ELECTRICAL CODE

GND GROUND

VTDD VIDEO TRANSMITTER DUPLEX DATA

PTZ PAN/TILT/ZOOM

AVO ANALOG VIDEO OUT

PDA POWER DISTRIBUTION ASSEMBLY

CB CALL BOX

V

GRS GALVANIZED RIGID STEEL

PJP PARTIAL JOINT PENETRATION

PROPOSED

CALLBOX

EXISTING

PROPOSED EXISTING

CCU CAMERA CONTROL UNIT

GPRS GENERAL PACKET RADIO SYSTEM

SF STATE FURNISHED

TELEPHONE CABLE

TVC tvc TELEVISION CONTROL CABLE

TVCP tvcp TELEVISION CONTROL POWER CABLE

TVL tvl TELEVISION VIDEO CABLE

TVP tvp

NETWORK TERMINAL ADAPTER

TC tc

TELEPHONE DEMARCATION CABINET

TELEVISION POWER CONDUCTORS

1

2

3

4

5

6

7

V V

15 INSTALL TYPE A DETECTOR LOOP CENTERED IN THE LANE.

16

17

18

19

20

INSTALL 53C, 2#6 (120 V SERVICE-WB RAMP METER)2#6 (120 V SERVICE-EB RAMP METER)2#6 (120 V SERVICE-CCTV)

2#10 (120 V SERVICE-EB IRRIGATION)

INSTALL 53C, 4 DLC.

6M(T) 6M(T)

8

9

10

11

12

ISDN TA

13

14

21

INTEGRATED SIGNAL DIGITAL

SOUTHWESTERN BELL CORPORATION

PROGRAM ABLE LOGIC CONTROLLER

FDC FIBER DISTRIBUTION CABLE

07

-0

9-0

8

EL

EC

TR

ICA

L

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x

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DATE

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=>

12

:39

13

-AU


SHEETNo.

TOTALSHEETS

DATEAPPROVALPLANS


DGN FILE => 429491ua



FU

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NE

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Y

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EC

KE

D B

YREGISTERED ELECT ENGINEER

ELECT

BE

HZ

AD

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GizachewMerid

18216

12-31-09

7-10-08

24048.2/10.0,0.0/2.7

Ala,CC 267 1435

1-5-09

INSTALL ELECTRICAL EQUIPMENT A MINIMUM OF 9.2 m FROM THE EDGE OF TRAVELED WAY.

NOT USED.

53C, 1 TC.

53C, 3#2, 480 V, 1#8G FOR LIGHTING.

53C, 1-FOTC, 72 STRAND SINGLE MODE.

CAMERA STATION: INSTALL INTEGRATED CAMERA UNIT

ON NEW CCTV 40 POLE. SEE E-35 AND E-36 FOR DETAILS.

INSTALL EXTINGUISHABLE MESSAGE SIGN (LED) WITH DIMMING CONTROL UNIT ON WOOD POSTS. SEE E-39

FOR CONTROL CIRCUIT AND INSTALLATION DETAIL.

FIBER OPTIC VAULT SEE SHEET E-27

2#8 (120 V SERVICE-WB IRRIGATION)

22

25

23

24

INSTALL 53C, 2 TC.

INSTALL 53C, 3 TC.

INSTALL 2-78C, 3#14 (FUTURE),

EXISTING 53C, 4#6, 2#4

FDU FIBER DISTRIBUTION UNIT

FODM FIBER OPTIC DATA MODEM

FIBER OPTIC PIGTAIL CABLE

FIBER OPTIC TRUNK LINE CABLE

3#14 (FUTURE),1#10 (FUTURE),2#10 (FUTURE),2#4 (SERVICE).

26

FOPC

COIL 3 m OF EACH CONDUCTOR AND TAPE END OF EACH CONDUCTOR

IN PULL BOX.

FOTC

No. 6 PULL BOX MODIFIED SEE E-26

FOSC FIBER OPTIC SPLICE CLOSURE

INSTALL STATE-FURNISHED MODEL 170 CONTROLLER

ASSEMBLY. SEE ES-3C FOR FOUNDATION DETAIL.

INSTALL TYPE III-AF SERVICE CABINET SEE SHEET E-45 DETAIL A FOR

WIRING DIAGRAM.

INSTALL CAMERA CONTROL UNIT, VIDEO ENCODER UNIT,

ROUTER AND POWER STRIP INSIDE MODEL 334 CABINET.

SEE E-35 AND E-37 FOR DETAILS.

INSTALL STATE-FURNISHED MODEL 170 CONTROLLER UNIT INSIDE

CONTRACTOR-FURNISHED MODEL 334 CABINET.

SEE ES-3C FOR FOUNDATION DETAIL.

INSTALL GPRS WIRELESS MODEM AND ANTENNA, POWER SUPPLY

AND TERMINAL BLOCK IN CABINET. SEE E-43 FOR DETAILS.

INSTALL TYPE C DEMARCATION CABINET.

SEE ES-3F, ES-3G, E-40 AND E-44 FOR DETAILS.

DETECTORS SHALL BE CENTERED IN EACH LANE, AND SHALL BE INSTALLED

4.3 m APART (6.1 m FROM CENTER TO CENTER). SEE E-42 .

3

3


INSTALL 53C, 1 TC.

3

3

53C, 3#2, 480 V, 1#6G FOR TOS.

SEE DETAIL "RM" (RAMP METERING STATION) FOR ONE LANE ON E-43.

SEE DETAIL "RM" (RAMP METERING STATION) FOR TWO LANE ON E-43.

42

42

2#2


ACCURATE ACCESS DATA, SEE RIGHT OF

WAY RECORD MAPS AT DISTRICT OFFICE.



SCALE 1:500

LIGHTING AND SIGN ILLUMINATION

E-5THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY.FOR NOTES, ABBREVIATIONS

&/OR LEGEND, SEE SHEET E-1, 2

RC

AB

AB

CB SC

53C, 3#6

AB

00541

SEE SHEET ET-40

00311

00411

00431

00451

00471

00452 SE

E S

HE

ET

E-6

5

5

5 5

5

EXISTING 53C, 3#6

RSRC

RS

COMING FROM BORE 3 EAST PORTAL BUILDING

RC

07-02-08

TAPE AND COIL THE EXTRA WIRE

FISH RANCH Rd

ROUTE 24

ROUTE 2

4

ROUTE 24

MVP

EL

EC

TR

ICA

L

x

x

x

x

x

LA

ST

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F C

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RN

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OF

TR

AN

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N

No.

Exp.

RE

GI

ST

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ED

P

R OF E S S I O N A

L

E

NG

IN

EE

R

ST

ATE

OF CAL IFO

RN

IA

0 20 40 60 80





DATE

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PL

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>

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=>

12

:40

13

-AU


SHEETNo.

TOTALSHEETS

DATEAPPROVALPLANS





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VIS

OR

RE

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ED

BY

DA

TE

RE

VIS

ED

CA

LC

UL

AT

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-

DE

SIG

NE

D B

Y

CH

EC

KE

D B


ELECT

BE

HZ

AD

GO

LE

MO

HA

MM

AD

I

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AC

HE

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GizachewMerid

18216

12-31-09

7-10-08

47

31

FR LINE

EP LIN

E

3 4

2

6

7

1

FO LINE

FO LINE

8

3

4

WS

LIN

E

117

118

119

1202N LINE

216

217218

2M LINE

30

11

10

BE LIN

E

A7 LINE

R/W

R/W

R/W

R/W

04 24

1435Ala,CC

1-5-09

8.2/10.0,

0.0/2.7

270

MODIFIED TYPE 30 ELECTROLIER

WITH 310 W HPS LUMINARE.

NOTE: (THIS SHEET ONLY)

1 THE MODIFIED LIGHTING STANDARD

SHALL HAVE THE SAME HEIGHT

ABOVE THE ROADWAY AS THE OTHER

TYPE 30 STANDARDS.

1

00521

SYMBOL (THIS SHEET ONLY)

FOR THE FOUNDATION DETAILS OF

THIS PARTICULAR POLE BEHIND THERETAINING WALL, SEE SHEET C-43

RS

INSTALL

PHOTOELECTRIC CONTROL

33

AB

3




SCALE 1:500

FOR COMPLETE RIGHT OF WAY ANDACCURATE ACCESS DATA, SEE RIGHT OF


R/W

E 1-1

E 2-1

E 3-1

E 4-1

E 1-2

E 2-2E 3-2

E 4-2

9

t

LIMIT LINE

41C, 6#14, 1#10

TYPE H SERVICE (120/240 V)SYSTEM No. 28-024-01372 (PG&E)

EXISTING LOAD: 1000 W CCTV

200 W TMS100 W TDC

200 W EMS

EXISTING 41C, 1tc

EXISTING 53C, 4 dlc

EXISTING 41C, 1tc

41C, 6#14, 1#10, 2 DLC

EXISTING 53C, 9 dlc

TRAFFIC OPERATION SYSTEMS

ADD:

2-100 W IRRIGATION

R/W

R/W

R/W

R/W

R/W

EXISTING 41C, 1 tc

THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY.



CB

19

EXISTING 78C, 4#6

EXISTING 78C, 4#6

EXISTING 78C, 4#6

SE

E S

HE

ET

E-1

3

E-14

EXISTING 53C, 9 dlc 06-18-08ASPHROUTE 24ROUTE 24MVP 6-30-09MahmoodNoii13717GUILLERMO F. BAUTISTA GUILLERMO F. BAUTISTAG.F.B. 3-17-08ELECTRICALxxxxx LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION No.Exp.REGIST E RE

D

P

R OF E S S I O N A

L

E

NG

IN

EE

R

ST

ATE

OF CAL IFO

RN

IA

0 20 40 60 80





DATE

DA

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PL

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D =

>

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=>

12

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13

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SHEETNo.

TOTALSHEETS

DATEAPPROVALPLANS





FU

NC

TIO

NA

L S

UP

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VIS

OR

RE

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ED

BY

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CA

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NE

D B

Y

CH

EC

KE

D B


ELECT

6-26-08M

AH

MO

OD

NO

II

59

60

61

A7 LINE

F1

LIN

E

G3 LINE

6

0

1

2

3

G3 LIN

E

04 24

1435Ala,CC

1-5-09

8.2/10.0,

0.0/2.7

279

EXISTING 53C, 2#6.ADD 2#8 (120 V IRRIGATION)

EXISTING 53C, 9 dlc

ADD 4#8 (120 V IRRIGATION)53C, 2#8,

(IRRIGATION)SEE E-21 EXISTING 53C, 2#6.

ADD 2#8 (120 V IRRIGATION)

15

Q1

Q2

41C, 2#10,

1 DLC

53C, 6#14, 1#10, 2 DLC

CTID No. 0428024R001372 (A6)

EXISTING TYPE III-AF SERVICE EQUIPMENT ENCLOSURE No. 01732

53C, 6#14,3#10, 3 DLC

53C, 6#14,

1#10, 4 DLC

ADD 4#8 (120 V IRRIGATION)

ADD 4#8 (120 V IRRIGATION

)

22

(LOCATION 4)3 REVISED PER ADDENDUM No. 3 DATED AUGUST 20, 2009

3

3

GA

TE

WA

Y B

lvd

PG&E High Voltage Pole

And Power Service

Point.

Pole #110451746

AT&T Telephone Service Point






SCALE 1:500

V

6

6

7




E-19

(LOCATION 6)

SE

E S

HE

ET

E-1

8

SE

E S

HE

ET

E-2

0

6

7

1

TYPE III-D SERVICE EQUIPMENT ENCLOSURE

6M(T)INSTALL TWO CABLE HARNESS

07

-0

9-0

8

6M(T)

54

535251

A7 LINE

A LINE0

EL

EC

TR

ICA

L

x

x

x

x

x

LA

ST

RE

VIS

ION

ST

AT

E O

F C

AL

IFO

RN

IA -

DE

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RT

ME

NT

OF

TR

AN

SP

OR

TA

TIO

N

No.

Exp.

RE

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P

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L

E

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IN

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ST

ATE

OF CAL IFO

RN

IA

0 20 40 60 80





DATE

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SHEETNo.

TOTALSHEETS

DATEAPPROVALPLANS





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BY

DA

TE

RE

VIS

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CA

LC

UL

AT

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-

DE

SIG

NE

D B

Y

CH

EC

KE

D B


ELECT

BE

HZ

AD

GO

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MO

HA

MM

AD

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AC

HE

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HN

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EN

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GizachewMerid

18216

12-31-09

7-10-08

R/W

R/W

R/W

R/W

R/W

R/W

ROUTE 24

ROUTE 24

04 Ala,CC 248.2/10.0,0.0/2.7

1435

1-5-09

284

SEE SHEET E-38, FOR WIRING DIAGRAM

INSTALL 78C, 1 FOPC, 2 CABLE HARNESS

INSTALL 53C, 1 FOPC

CMS

SEE SHEET E-33, FOR WIRING DETAIL



378C, 2#6, 5#8

INSTALL 53C, 2#8

53C, 3#8

5#2

2#6

3#2






SCALE 1:500

6

7

66

7

7

6

6



6M(T)

6M(T)

6M(T)


E-20

(LOCATION 6)

SE

E S

HE

ET

E-1

9

SE

E S

HE

ET

E-2

1

07-09-08

ROUTE 24

ROUTE 24

MVP

CC

UB

DI

C C

C

EL

EC

TR

ICA

L

x

x

x

x

x

LA

ST

RE

VIS

ION

ST

AT

E O

F C

AL

IFO

RN

IA -

DE

PA

RT

ME

NT

OF

TR

AN

SP

OR

TA

TIO

N

No.

Exp.

RE

GI

ST

ER

ED

P

R OF E S S I O N A

L

E

NG

IN

EE

R

ST

ATE

OF CAL IFO

RN

IA

0 20 40 60 80





DATE

DA

TE

PL

OT

TE

D =

>

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E P

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TT

ED

=>

12

:40

13

-AU


SHEETNo.

TOTALSHEETS

DATEAPPROVALPLANS





FU

NC

TIO

NA

L S

UP

ER

VIS

OR

RE

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ED

BY

DA

TE

RE

VIS

ED

CA

LC

UL

AT

ED

-

DE

SIG

NE

D B

Y

CH

EC

KE

D B


ELECT

BE

HZ

AD

GO

LE

MO

HA

MM

AD

I

GIZ

AC

HE

W M

ER

ID

JO

HN

PR

ES

EN

TA

TIO

N

GizachewMerid

18216

12-31-09

7-10-08

R/W

R/W

R/W

R/W

57

56

55

A7 LINE

A LINE

F1 LINE

4

1

2

3

54

04 Ala,CC 248.2/10.0,0.0/2.7

1435

1-5-09

285


SEE SHEET E-13

22

41C, 1 FOPC

V


353C, 2#8

IRRIGATION CABINET

NO SCALE

E-29

SERVICE ENCLOSURE PANEL SCHEDULE (FOR CMS)

ELECTRICAL DETAILS

cabinet.

to the service voltages indicated on the plans.

1. Voltage ratings of service equipment shall conform

NOTES: (FOR SERVICE EQUIPMENT)

2. Unless otherwise indicated on the plans, all service

equipment items shall be provided for each service

equipment enclosure as shown.

Ampere

Metered

Unmetered

Normally Open

Solid Neutral

Normally Closed

Circuit Breaker

M

NC

UM

NO

SN

CB

V

A

P

Volt

Pole

Conductor Coil

Tie Point

Terminal Block

Contactor, Contact NC

Contactor, Contact NO

External Conductor

Conductor or Bus

Enclosure

Ground

OTHER NOTES AND DETAILS

COMM Communication

ABBREVIATIONS & LEGEND

1

2

N}4

3

Three-phase, 277/480 V,4-wire by the service utility

9 10

Landing lug

Meter socket and support

1

2

3

4

5

6

7

8

ITEM

No.COMPONENT NAME PLATE DESCRIPTION

Neutral lug

Test bypass facility

Main Breaker (480 V)

Neutral bus

Grounding electrode

TYPE -D SERVICE (277

Ground bus

5

9

10

100 A, 480 V, 3P, CB

CMS

CMS

6

7

8

NB

GB

Main bonding jumper

Ground bus securedto service equipmentenclosure

GENERAL NOTES (THIS SHEET ONLY)

1. SEE ALSO ES-2C AND ES-2G FOR

EL

EC

TR

ICA

L

x

x

x

x

x

LA

ST

RE

VIS

ION

ST

AT

E O

F C

AL

IFO

RN

IA -

DE

PA

RT

ME

NT

OF

TR

AN

SP

OR

TA

TIO

N

No.

Exp.

RE

GI

ST

ER

ED

P

R OF E S S I O N A

L

E

NG

IN

EE

R

ST

ATE

OF CAL IFO

RN

IA

0 20 40 60 80





DATE

DA

TE

PL

OT

TE

D =

>

TIM

E P

LO

TT

ED

=>

12

:40

13

-AU


SHEETNo.

TOTALSHEETS

DATEAPPROVALPLANS





FU

NC

TIO

NA

L S

UP

ER

VIS

OR

RE

VIS

ED

BY

DA

TE

RE

VIS

ED

CA

LC

UL

AT

ED

-

DE

SIG

NE

D B

Y

CH

EC

KE

D B


ELECT

Spare

480 CMS 480 CMS

3. Item No. 1 and 6 shall be insulated form the

5

4. Meter sockets shall be 7 Clip Type.

BE

HZ

AD

GO

LE

MO

HA

MM

AD

I

GIZ

AC

HE

W M

ER

ID

JO

HN

PR

ES

EN

TA

TIO

N

GizachewMerid

18216

12-31-09

12-04-08

12

-0

4-0

8

24048.2/10.0,

0.0/2.7 1435

1-5-09

Ala,CC 294

40 A, 480 V, 2P, CB

40 A, 480 V, 2P, CB


3

3

Spare

Spare

20 277 1P

9

10

11

5

11

10

9

33 30A,480V,2P,CBTerminal blocks

MILLIMETERS UNLESS OTHERWISE SHOWN

BEARING PLATE DETAIL

254

254

CL

1:5

/

M.C.LAWRENCE

1.

RWW-508

RETAINING WALL NO. 5W

RW-5W WALL DETAILS NO. 2

FOR DESIGN NOTES AND QUANTITIES SEE SHEET RWW-502.

DETAIL "B"

THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD

DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL

M.C.LAWRENCE

CL

1220 TYP 610 TYP

1220 TYP

1:25

"RW-5W" LOL

1375

SECTION B-B

FOR DETAIL "B" AND SECTION B-B

SEE SHEET RWW-504.

2.

UNREINFORCED SECANT PILE:

750 DIA TYP

CL CIDH SECANT PILES

DEPARTMENT OF TRANSPORTATION

PREPARED FOR THE

STATE OF CALIFORNIA

0 10 20 30 40 50 60 70 80 90 100

TIM

E P

LO

TT

ED

=>

ga-33-e0

DA

TE

PL

OT

TE

D =

>12:4

01

3-A

U

FILE =>

US

ER

NA

ME

=>

trlen

DESIGN OVERSIGHT

SIGN OFF DATE

PROJECT ENGINEER

DESIGN

DETAILS

QUANTITIES

BY CHECKED

ORIGINAL SCALE IN MILLIMETERSFOR REDUCED PLANS

CU

EA

04

294911

DISREGARD PRINTS BEARINGEARLIER REVISION DATES

BRIDGE NO.

KILOMETER POST

9.44

REVISION DATES (PRELIMINARY STAGE ONLY)

06/26/06 03/16/07 06/22/07 10/10/07 8

10

OFSHEET

CHECKEDBY

DIST COUNTY ROUTESHEET TOTAL

PLANS APPROVAL DATENo.

Exp.

CIVIL

RE

GI

ST

ER

ED

P RO F E S S I O N A

L

E

NG

IN

EE

R

ST

ATEOF C

A

LI F OR N

IA

KILOMETER POSTNo

TOTAL PROJECT SHEETS


DESIGN DETAIL SHEET (METRIC) (REV. 6/21/04)

CHECKEDBY

RANDY R. ANDERSON

The State of California or its officers or agents

completeness of electronic copies of this plan sheet.

shall not be responsible for the accuracy or

SAN FRANCISCO, CA 94105

PARSONS

SAN FRANCISCO, CA 94104465 CALIFORNIA STREET, SUITE 1000

JACOBS ASSOCIATES

DATE

50 FREMONT STREET, SUITE 1500

CALDECOTT IMPROVEMENT PROJECT


R.H.STARCK

M.T.McRAE

01/28/08

R.L.FIPPIN P.W.DUTTON

J.VAN GREUNEN 33E0104

05/07/08

e

1000 MIN PREGROUTED CORRUGATED PLASTIC SHEATHING

75

CIR

300 MAX 300 MAX

NO SCALE

UNREINFORCED

CIDH SECANT PILE

DR

ILL

ED

HO

LE

NUT

WEDGE

WASHER

GROUTED

ANCHOR

DRY-PACK CEMENT

TO PLACE

ANCHORAGE

ASSEMBLY

BEARING PLATE

SEE DETAIL

NOTES:

GROUTED ANCHORS

#29 GROUTED ANCHOR EPOXY COATED

EMBEDMENT LENGTH (L ) SEE GROUTED ANCHOR TABLE ON SHEET RWW-505

25 THICK BEARING PLATE

W/40 HOLE

REINFORCED SECANT PILE:

750 DIA TYP

07/01/08

MARK C. LAWRENCE

C62546

12-31-09

07-01-08

JULY 01, 2008

CENTRALIZER @ 1500 OC MAX(300 FROM TOP & BOTTOM OF DRILLED HOLE)

04 248.2/10.0,0.0/2.7 396 1435

1-5-09

Ala,CC


3 3 3


CONCRETE WALE

M.C.LAWRENCE

DATUM ELEV 218.00

0+00

1:100

ELEVATION

A

107+20107+00 EC 110+15.499BC 106+48.570 R = 1000.000"2N" LINE CONCRETE WALE1:100

PLAN

1:100

SECTION A-A

"RW-5W" LOL

0+20

A

33E0105

TIEBACK TYP

9.44

RWW-601

RW-6W GENERAL PLAN NO. 1

"RW-6W" LOL

VARIES

"2N" LINE

2.

NOTES:

3.

1.

4.

5.

6.

FOR CONCRETE WALE DETAILS SEE SHEET

RWW-605.

7.

8.

9.

STANDARD PLANS

DATED JULY 2004

FOR LIMITS OF EXCAVATION SEE SHEET

RWW-605.

FOR CONCRETE FACING DETAILS SEE

SHEET RWW-606.

RETAINING WALL NO. 6W

LIMIT OF

EXCAVATION

NOTE 3

FOR PORTAL STRUCTURE SEE SHEETS

SP-1 TO SP-20.

"RW-7W" NOT

SHOWN FOR

CLARITY

NOTE 4

"RW-5W" LOL

CONCRETE FACING

NOTE 5

R T

1000 21^0124.7"

L

366.930185.552

B

B

STANDARD PLAN SHEET NO.

DETAIL NO.

THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD

DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL

RETAINING WALL

"RW-3W"

NOTE 8

FOR RETAINING WALL "RW-3W" SEE SHEET

RWW-301.

PORTAL FOUNDATION

NOTE 6

CONCRETE

BACKFILL

NOTE 6

PORTAL NO. 1

ARCH

NOTE 6

M.C.LAWRENCE

N60^4521.3384"E

CL TIEBACK

LIMIT OF

EXCAVATION

NOTE 3

PROFILE GRADE "2N"LINE

"RW-6W" CONCRETE FACING

NOTE 5

"RW-5W"

RETAINING WALL

NOTE 7

"RW-6W" LOL

BEGIN "RW-6W" CONCRETE FACING

0+03.45 LOL

END "RW-6W" CONCRETE FACING

0+11.650 LOL

OG

CONCRETE WALE

NOTE 4

FOR DESIGN NOTES, QUANTITIES ANDSECTION B-B & C-C SEE SHEET RWW-602.

C

C

10. FOR SECTION B-B AND C-C

SEE SHEET RWW-602.

CURVE DATA "2N" LINE

SERVICE ROAD

NOT SHOWN

FOR CLARITY

NOTE 11

11. FOR SERVICE ROAD DETAIL SEE SHEET C-1.

SHOTCRETE

SMOOTHING LAYER

NOTE 6

BEGIN "RW-6W" CIDH/SECANT PILE WALL

0+00.00 LOL 6.659 Rt "2N" 107+00.00

END "RW-6W" CIDH/SECANT PILE WALL

0+22.794 LOL 6.595 Rt "2N" 107+21.647

RETAINING WALL

"RW-7W"

NOTE 9

DEPARTMENT OF TRANSPORTATION

PREPARED FOR THE

STATE OF CALIFORNIA

0 10 20 30 40 50 60 70 80 90 100

TIM

E P

LO

TT

ED

=>

ga-33-e0

DA

TE

PL

OT

TE

D =

>12:4

01

3-A

U

FILE =>

US

ER

NA

ME

=>

trlen

DESIGN OVERSIGHT

SIGN OFF DATE

PROJECT ENGINEER

DESIGN

DETAILS

QUANTITIES

BY CHECKED


CU

EA

04

294911

DISREGARD PRINTS BEARINGEARLIER REVISION DATES

BRIDGE NO.

KILOMETER POST

REVISION DATES (PRELIMINARY STAGE ONLY)

06/26/06 03/16/07 06/22/07 10/10/07 1

9

OFSHEET

CHECKEDBY

DIST COUNTY ROUTESHEET TOTAL

PLANS APPROVAL DATENo.

Exp.

CIVIL

RE

GI

ST

ER

ED

P RO F E S S I O N A

L

E

NG

IN

EE

R

ST

ATEOF C

A

LI F OR N

IA

KILOMETER POSTNo

TOTAL PROJECT SHEETS


DESIGN DETAIL SHEET (METRIC) (REV. 6/21/04)

CHECKEDBY

RANDY R. ANDERSON

The State of California or its officers or agents

completeness of electronic copies of this plan sheet.

shall not be responsible for the accuracy or

SAN FRANCISCO, CA 94105

PARSONS

SAN FRANCISCO, CA 94104465 CALIFORNIA STREET, SUITE 1000

JACOBS ASSOCIATES

DATE

50 FREMONT STREET, SUITE 1500

CALDECOTT IMPROVEMENT PROJECT


R.H.STARCK

M.T.McRAE

01/28/08

R.L.FIPPIN P.W.DUTTON

J.VAN GREUNEN

RWW-601 RW-6W GENERAL PLAN NO. 1

05/07/08

12.

TOP OF PORTAL

NOTE 6

PORTAL NO. 1

SOUTH RETURN WALL

NOTE 6

"RW-3W" LOL

"RW-7W" LOL

NOTE 9

FOR KEY PLAN SEE SHEET RW-1.

FOR ARCHITECTURAL TREATMENT NOT SHOWN

SEE SHEETS AP-1 TO AP-4.

13.

07/01/08

MARK C. LAWRENCE

C62546

12-31-09

07-01-08

JULY 01, 2008

INDEX TO PLANSTITLESHEET REF.NO.

RWW-602 RW-6W GENERAL PLAN NO. 2

RWW-604 RW-6W STRUCTURE PLAN NO. 1



RWW-607 RW-6W WALL DETAILS NO. 1




A10A ACRONYMS AND ABBREVIATIONS (A-L)A10B ACRONYMS AND ABBREVIATIONS (M-Z)A10C SYMBOLS (SHEET 1 OF 2)A10D SYMBOLS (SHEET 2 OF 2)B0-3 BRIDGE DETAILS

B0-13 BRIDGE DETAILS

B3-9 GUTTER

07/15/08

04 248.2/10.0,0.0/2.7 399 1435

1-5-09

TIEBACK

ASSEMBLY

FOR RETAINING WALL "RW-5W" SEE SHEETS

RWW-501 TO RWW-510.

FOR RETAINING WALL "RW-7W" SEE SHEETS

RWW-701 TO RWW-707.

FOR LOG OF TEST BORINGS SEE SHEETS

LTB-101 TO LTB-138

Ala,CC

3"RW-6W" CIDH/SECANT PILE WALL

0+21.794 LOL 6.659 Rt "2N" 107+21.65


gb-28-e0FILE =>

BRIDGE NO.

KILOMETER POST

EARLIER REVISION DATESDISREGARD PRINTS BEARING

SHEET OF

US

ER

NA

ME

=>

trlen

DA

TE

PL

OT

TE

D =

>1

3-A

UT

IME

PL

OT

TE

D =

>1

2:4

1

DIST COUNTY ROUTEKILOMETER POSTTOTAL PROJECT No SHEETS

SHEET TOTAL


PLANS APPROVAL DATE

DATE

CIVIL

Exp.

No.

S

TA TE

O F C A L I F

O RN I

A

RE

GI

ST

ER

ED

P

R OF E S S I O N A

L

E

NG

IN

EE

R

DESIGN BRANCH

DIVISION OF ENGINEERING SERVICES

STRUCTURE DESIGN

REVISION DATES

STRUCTURES DESIGN DETAIL SHEET (METRIC) (REV.03-17-04)

0 10 20 30 40 50 60 70 80 90 100


DESIGN

DETAILS

QUANTITIES

BY

BY

BY

CHECKED

CHECKED

CHECKED

STATE OF

CALIFORNIADEPARTMENT OF TRANSPORTATION

ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SHOWN

NOTE:THE CONTRACTOR SHALL VERIFY ALLCONTROLLING FIELD DIMENSIONSBEFORE ORDERING OR FABRICATINGANY MATERIAL.

CU 04

EA

LINAN WANG

54714

254

typ

200

typ

25

4

ty

p

650

typ

Heavy SandBlast

50

typ

75

typ

Heavy SandBlast

4

Varie

s

Heavy SandBlast (Typ)

Smooth Surface (Typ)

Finished Gradeat face of wall

MIRROR ELEVATION

EmergencyWalkway

Top of Parapet

by others

Mined Portal

ty

p

305

100

Heavy SandBlast

75

typ

ty

p

PART ELEVATION

SECTION G-G

1:10

7

40+20 40+30.

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G G

Face of Portal =Begin Wall

Drainage outlets

Bottom of

Concrete Facing

Datum Elev 265.00

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..

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25

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..

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Smooth Surface (Typ)

50

75

25

ty

p

75

ty

p

50

Heavy SandBlast

1:20

typ

150

typ

50

typ

150

typ

50

Heavy SandBlast

Top of Parapet

Heavy SandBlast

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Business

04 294914 Ad3 Plans