04-1ss024 Ad1 plans - California Department of...

OAKLAND

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x

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LA

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STATE OF CALIFORNIA

DEPARTMENT OF TRANSPORTATION

STATE HIGHWAY

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DEL NORTESISKIYOU MODOC

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TRINITY SHASTA LASSEN

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SAN

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Dist COUNTY ROUTETOTAL

SHEETSTOTAL PROJECT

LOCATION MAP

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10:42

15-J

AN-2016

POST MILESNo.

INDEX OF PLANS

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10-09-15

NO SCALE

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04 Ala 13 8.3

THE CONTRACTOR SHALL POSSESS THE CLASS (OR CLASSES)

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

CALTRANS WEB SITE IS: HTTP//WWW.DOT.CA.GOV/0400020868ab001.add

s126849USERNAME =>

DGN FILE =>

RELATIVE BORDER SCALE

IS IN INCHES

0 2 31

PLANS APPROVAL DATE

RE

GIS

TE

RE

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

0400020868

04-1SS024

UNIT 0735 04000208681

TO BE SUPPLEMENTED BY STANDARD PLANS DATED 2010

DE

SI

GN

MA

NA

GE

R

BROADWAY UC

EAST TEMESCAL Sep

To Berkeley

BROADWAY OC

To

Route 880

BROADWAY

TER

RA

CE

BROADWAY TERRACE UC

MORAGA Ave OC

PI

NE

WO

OD

Rd

TH

OR

NHIL

L

Dr

ROUTE 13

MORAGA Ave

LOCATION OF CONSTRUCTION

Begin Work

To

Orinda

To Route 580

Ave

42

ET

UO

R

End Work

20

40 60 80

MO

RA

GA

JU

LIE

CA

MP

ER

O

Gutierrez

49131

9-30-16

Luis A.

BORDER LAST REVISED 10/4/2013

3/26/14

100

SHEET No. DESCRIPTION

TITLE SHEET1

2 TYPICAL CROSS SECTIONS

LAYOUT3

CONSTRUCTION DETAILS4 - 11

DRAINAGE PLAN, PROFILES, DETAILS AND QUANTITIES

CONSTRUCTION AREA SIGNS

STAGE CONSTRUCTION AND TRAFFIC HANDLING PLAN

PAVEMENT DELINEATION PLAN

SUMMARY OF QUANTITIES

REVISED STANDARD PLANS

ELECTRICAL PLAN

EROSION CONTROL LEGEND AND PLAN

13 - 17

22 - 24

25

33 - 35

36 - 37

38 - 41

42 - 68

1

18 - 21

STRUCTURE PLANS

69 - 84

85 - 97

98 - 108

FERNWOOD DrDUNCAN

Wy

MOUNTAIN Blvd

TERRACE

BROADWAY

CAPRICORNAve

Blvd

MOUNTAIN

SOLDIER PILE WALL WITH GROUND ANCHORS AND LOG OF TEST BORINGS

GROUND ANCHORED DIAPHRAGM WALL AND LOG OF TEST BORINGS

SOLDIER PILE WALL AND LOG OF TEST BORINGS

Sta "CR1" 50+00

Sta "CR1" 80+90

26 - 27

28 - 32

NEAR MORAGA AVENUE NORTHBOUND ON-RAMP

IN OAKLAND

IN ALAMEDA COUNTY

PROJECT PLANS FOR CONSTRUCTION ON

TEMPORARY WATER POLLUTION CONTROL QUANTITIES12

IRRIGATION PLAN AND QUANTITIES

IRRIGATION SPRINKLER SCHEDULE AND PLAN,

108

COUNTY

ALAMEDA

PLANT LIST, PLAN AND QUANTITIES

STA "CR1" 68+30 PM 8.3

October 19, 2015

1 ACSTP-P013-(033)E

1 REPLACED PER ADDENDUM No. 1 DATED JANUARY 19, 2016

1

, 11A, 11B

1

, 68A

1005

1030

1031

1026

1331

1330

1012

1011

1013

1009

1010

1017

1006

1007

1314

1028

1029

1025

1027

1045

1043

1034

1044

1035

1102

11061101

1103

1244

1243

DECK

D

CU

LV10037

563.42

18" RCP

24" RCP

x

x

x

x

x

Dist COUNTY ROUTEPOST MILES

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

D P

ROFESSIONAL

E

NGI

NE

ER

S

TATE OF CALIF

ORNIA


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CA

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BY

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VIS

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PLANS APPROVAL DATE

DATE

FU

NC

TI

ON

AL

SU

PE

RVIS

OR

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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

04 Ala 13 8.3L

G

USERNAME => s126849

DGN FILE => 0400020868ga009.add


IS IN INCHES

0 1 2 3UNIT 0735 PROJECT NUMBER & PHASE 04000208681BORDER LAST REVISED 7/2/2010

FOR ACCURATE RIGHT OF WAY DATA, CONTACT

RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.

NOTE:

DE

SIG

N

7 970

8

1

7

8

970

1 2

R/W

ROUTE 13

LEGEND:

590

600

580580

590

570

600

570

570

560

590

SO

TE

RO

AN

GE

LE

S

LUIS

GU

TIE

RR

EZ

AA

RO

N

WA

NG

TFESA TFESA

TFESATFESA

TFESATFESA TFESA

TFES

A

TFESA

TF

ES

AT

FE

SA

TF

ES

A

TFESA TFESA TFESA TFESA

R/W

2

ESA

ES

A

"CR1" LINE

"OR1" LINE

600600

SOLDIER PILE SYSTEM ERS3

DIAPHRAGM WALL ERS2

TIEBACK WALL ERS1

100810081008

C-9

SCALE: 1" = 50’

(FOR THIS SHEET ONLY)

1200

1201

1202

1203

1204

1205

1206

1207

1209

1208

1210

1211

1213

1212

1214

1215

1216

1217

1219

1220

1221

1222

1225

1226

1229

1228

1231

1239

1240

1241

1242

1218

1224

1233

1232

1238

1234

1235

1236

12371250

1247

1248

1246

1245

1251

1253

1252

1255

1256

1074

1072

1073

1071

1254

1108

1109

1110

1069

1068

1067

1280

1085

1066

1062

1063

ESA

1082

1081

1080

1020

1023

1024

1022

10211018

1019

1097

1273

1098

1274

1096

1275

1100

10991297

1085

1087

1088

1083

1084

1086

1042

1014

1016

1015

1320

1326

1327

1328

1325

1332

1333

1336

1341

1342

1340

1337

1338

1339

1343

1348

1347

1344

1346

1345

1334

09-22-15

6/9/14

70080

9-30-16

Chuan-Ping

Wang

6/9/14

108

10-19-15

1

1 ADDED PER ADDENDUM No. 1 DATED JANUARY 19, 2016

CONSTRUCTION DETAILS

TREE STUMPS LOCATION

SEE SHEET C-10 FOR TREE SIZES AND SPECIES

TREE STUMP APPROXIMATE LOCATION

SENSITIVE AREA (TFESA)

TEMPORARY FENCE ENVIRONMENTALLY

11A

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


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LC

UL

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BY

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PLANS APPROVAL DATE

DATE

FU

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RVIS

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R

09-17-15

USERNAME => s126849

DGN FILE => 0400020868ga010.add


IS IN INCHES


04 Ala 13 8.3L

G

DE

SIG

N

TREE No. TREE No. TREE No.

SO

TE

RO

AN

GE

LE

S

LUIS

GU

TIE

RR

EZ

AA

RO

N

WA

NG

6/9/14

SPECIES

1005 PINE 28 1087 LIVE OAK 7 1238 PINE 8

1006 ACACIA 7 1088 ACACIA 10 1239 PINE 22



1009 FLOSS SILK TREE 7 1097 LIVE OAK 7 1242 PINE 19

1010 ACACIA 8 1098 LIVE OAK 7 1243 PINE 12


1012 FLOSS SILK TREE 7 1100 PINE 12 1245 PINE 13


1014 FLOSS SILK TREE 7 1102 LIVE OAK 7 1247 ACACIA 7

1015 FLOSS SILK TREE 12 1103 PINE 18 1248 PINE 9


1017 PINE 23 1108 ACACIA 7 1251 PINE 12

1019 ACACIA 8 1109 ACACIA 9 1252 PINE 9

1020 ACACIA 9 1110 ACACIA 16 1253 ACACIA 9

1021 ACACIA 7 1200 ACACIA 21 1254 ACACIA 19

1022 ACACIA 9 1201 PINE 23 1255 ACACIA 14

1023 ACACIA 8 1202 PINE 20 1256 PINE 19

1024 ACACIA 7 1203 PINE 20 1273 LIVE OAK 7



1027 ACACIA 7 1206 PINE 15 1280 CEDAR 11


1029 ACACIA 7 1208 PINE 17 1314 PINE 7

1030 REDWOOD 13 1209 PINE 21 1320 FLOSS SILK TREE 7

1031 PRUNUS 12 1210 PINE 11 1325 PINE 16

1034 ACACIA 7 1211 PINE 19 1326 PINE 9

1035 REDWOOD 10 1212 PINE 13 1327 PINE 19

1042 ACACIA 9 1213 PINE 21 1328 PINE 16

1043 PINE 21 1214 PINE 22 1330 PINE 18

1044 PINE 22 1215 PINE 19 1331 PINE 10



1063 REDWOOD 14 1218 PINE 12 1334 ACACIA 7


1067 CEDAR 7 1220 PINE 17 1337 PINE 9

1068 CEDAR 9 1221 PINE 17 1338 ACACIA 8

1069 CEDAR 11 1222 PINE 19 1339 PINE 14

1071 PINE 12 1224 PINE 16 1340 PINE 19

1072 ACACIA 7 1225 PINE 11 1341 PINE 19

1073 ACACIA 7 1226 PINE 11 1342 PINE 14



1083 LIVE OAK 7 1231 PINE 12 1345 ACACIA 10

1083 LIVE OAK 7 1232 PINE 15 1346 PINE 17



1085 LIVE OAK 8 1235 PINE 11

1085 LIVE OAK 7 1236 PINE 9

1086 LIVE OAK 7 1237 PINE 12

SPECIES SPECIES

70080

9-30-16

Chuan-Ping

Wang

6/9/14

108

DBH DBH DBH

10-19-15

11 ADDED PER ADDENDUM No. 1 DATED JANUARY 19, 201611B

DIAMETER AT BREAST HEIGHT (DBH)

CONSTRUCTION DETAILS

C-10

TREE INFORMATION

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

D P

ROFESSIONAL

E

NGI

NE

ER

S

TATE OF CALIF

ORNIA


TI

ME

PL

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=>

DA

TE

PL

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10:42

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AN-2016

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BY

CA

LC

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PLANS APPROVAL DATE

DATE

FU

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10-09-15

04 Ala 13 8.3C

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USERNAME => s126849

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IS IN INCHES




NOTE:

DECK

D56

1

573

575

559

573

607

601

599

605

601

603

603

607

603

601

571

601

599597

605

567

557

599

571

595

569

563

565

561

599

563

601

567

571

569

570

574

570

562

574

606

604

564

608

598

602604

598600

598

602

602

598600

606

556

600

570

558 572

600

598

560

596

566

568

564

576

562

R/W

574

564

596594592

602

602

606

572

556

558

598

568

566

566

572

574

568

562

564

564

576

560

570570

600

580

590

590

600

570

590

570

580

590

600

600

580

560

570

570

570

CU

LV10037

563.42

7 970

8

1

7

8

970

1 2

R/W

ROUTE 13

APPROVED FOR DRAINAGE WORK ONLY

DRAINAGE PLAN

D-1

SCALE: 1" = 20’

18" C

MP

18" R

CP

AS MANHOLE

ADJUST INLETa

12" C

MP

12" C

MP

24" RCP

18" RCP

18" RCP

REMOVE CULVERT

18" RCP

f

g

e

d

c

b

TomimatsuCraig M.

43072

3-31-16

HY

DR

AU

LIC

S

G2 INLET

SLAB

IN BARRIER

GD INLET

GUTTERPCC LINED

18" R

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DI

DI

DI

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1

1

5/6/14J

OS

EP

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PE

TE

RS

ON

CR

AI

G

TO

MI

MA

TS

U

LUIS

GU

TIE

RR

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5/5/14

13

"CR1" LINE

"OR1" LINE

108

10-19-15

DOWNDRAIN JOINTS

18" CSP WITH

MODIFY1


TO

x

x

x

x

x


TOTAL PROJECT

SHEET

No.

TOTAL

SHEETS

LA

ST

RE

VISI

ON

ST

AT

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OF

CA

LIF

OR

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A -

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ME

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OF

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AN

SP

OR

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No.

Exp.

CIVIL

RE

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D P

ROFESSIONAL

E

NGI

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S

TATE OF CALIF

ORNIA


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PLANS APPROVAL DATE

DATE

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06-09-14

04 Ala 13 8.3

USERNAME => s126849

DGN FILE => 0400020868ic002.add


IS IN INCHES


DRAINAGE DETAILSNO SCALE

DD-2

HY

DR

AU

LIC

S

TomimatsuCraig M.

43072

3-31-16

SECTION A-A

TT

#4 BARS

TOTAL 2

PLACE STEPS AS REQUIRED

REMOVE Exist STEPS AND

TOTAL 2

#4 HOOPS

TOTAL 4

#5 DIAGONAL

BEND DOWN INTO WALLS

#7 6" BOTTOM

#4 6" TOP

#4 HOOPS 12"

+-3’

3’+ -

Min

1�"

3" Clr

PLAN

FG #4 HOOPS 12"

#4 BARS TOTAL 2

SIDE WALLSBEND 7" INTO #7 6"

Exist G4 INLET

HALF-ROUND BOTTOMMINOR CONCRETE

#4 12" C-C

Max 2" THICKIF NECESSARYADJUST RING

OG

MORTAR ALL AROUNDGROUT IN PLACE AND

Std PLAN B7-11SEE DETAIL U45 ONFOR FRAME AND COVER,

1:4

D/2

ADJUST INLET AS MANHOLE

NOTE:

Std PLAN D73-G2 INLET.

FOR DETAILS NOT SHOWN, SEE

Exist INLET

8"

8"

Typ

Conc 4" EMBEDMENT

AND EPOXY GROUT INTO Exist

#4 DOWEL BARS, 4 Min DRILL

2"

Max

2-#4

Typ

SPALLING GROUT SMOOTH

THAT PREVENTS EXCESSIVE

REMOVE Conc IN A MANNER

PIPE CONNECTION TO EXISTING INLET

Exist 18" RCP

18" RCP

MINOR Conc COLLAR

AA

OF

DI 24"

Min

RE

MO

VE

TO

P

PO

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ON

GROUT 6" INTO Conc 18" C-C. DRILL AND#4 DOWEL BARS

JO

SE

PH

PE

TE

RS

ON

CR

AI

G

TO

MI

MA

TS

U

LUIS

GU

TIE

RR

EZ

CT

5/5/14

5/6/14

16 108

10-19-15

MODIFY INLET AS MANHOLE


1

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

D P

ROFESSIONAL

E

NGI

NE

ER

S

TATE OF CALIF

ORNIA


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10:42

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CA

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PLANS APPROVAL DATE

DATE

FU

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06-09-14

04 13

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IS IN INCHES

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

DR

AI

NA

GE

SH

EE

T

No.

DR

AI

NA

GE

SY

ST

EM

No.

DR

AI

NA

GE

UNIT

DR

AI

NA

GE

SY

ST

EM

No.

DR

AI

NA

GE

UNIT

SHEET TOTALSHEET TOTAL

DRAINAGE QUANTITIES

STATIONDESCRIPTION

RE

MO

VE

CU

LV

ER

T

18" R

CP

ADJ

US

T I

NL

ET

1 a

b

c

d

e

f

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2.53

2.22

4.75

60

73

9.2

6.72

6.55

1

7360 1

1 a

b

c

d

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f

g

18" RCP

REMOVE 12" CSP

DRAINAGE QUANTITIES DQ-1

Ala 8.3

D-1

HEI

GH

T

OF I

NL

ET (

N)

LF CY LF EA

0735 04000208681

TomimatsuCraig M.

43072

3-31-16

PIP

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HIC

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18" C

OR

RU

GA

TE

D

ST

EE

L

CL

AS

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PIP

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(T

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FR

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D

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CE

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AN

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XI

MU

M

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GH

T

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D

PW

2

1

1

435

634

326

7.5

5.3

+-

GD INLET IN BARRIER SLAB

18" CSP

G2 INLET

ABBREVIATIONS:

CY

PCC LINED GUTTER

3 1 139574

ADJUST INLET AS MANHOLE

(MI

NO

R

ST

RU

CT

UR

E)

MI

NO

R

CO

NC

RE

TE

W WATERTIGHT JOINT

P POSITIVE JOINT

D DOWNDRAIN JOINT

JO

SE

PH

PE

TE

RS

ON

CR

AI

G

TO

MI

MA

TS

U

LUIS

GU

TIE

RR

EZ

CT

5/5/14

5/6/14

17

14’ Lt "CR1" 67+39

20’ Lt "CR1" 66+80 TO 14’ Lt 67+39

20’ Lt "CR1" 66+80

18.92’ Lt "CR1" 66+80 TO 82.69’ Lt 66+80

82.69’ Lt "CR1" 66+80

61.4’ Lt "CR1" 69+80 TO 83.45’ Lt 67+38

16.54’ Lt "CR1" 67+38

108

(G

UT

TE

R

LI

NI

NG)

CO

NC

RE

TE

24

24

10-19-15

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


MO

DIF

Y I

NL

ET

TO

MA

NH

OL

E

MODIFY INLET TO MANHOLE

1

1

SUMMARY OF QUANTITIES

Q-1

x

x

x

x

x


TOTAL PROJECT

SHEET

No.

TOTAL

SHEETS

LA

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RE

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ON

ST

AT

E

OF

CA

LIF

OR

NI

A -

DE

PA

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No.

Exp.

CIVIL

RE

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E

D P

ROFESSIONAL

E

NGI

NE

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S

TATE OF CALIF

ORNIA


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DATE

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10-15-15

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IS IN INCHES


DE

SIG

NS

OT

ER

O

AN

GE

LE

S

LUIS

GU

TIE

RR

EZ

LG

3/25/14

3/26/14

Gutierrez

49131

9-30-16

Luis A.

AA

RO

N

WA

NG

26

No.

SHEET

No.

DETAIL

LF EA

TOTAL

SUBTOTAL

STATIONLOCATION

DIRECTION/

THERMOPLASTIC TRAFFIC STRIPE

17’-7’)(BROKEN4" WHITE

4" YELLOW

NB

NB

NB

NB

8

27B

36A

25A

133

676

355

133

218

218

PD-1

(RETROREFLECTIVE)

PAVEMENT MARKER

(HAZARDOUS WASTE)

TRAFFIC STRIPE

THERMOPLASTIC

REMOVE YELLOW

MARKINGS

PAVEMENT

REMOVE

LF SQFT

1031133 218

4" WHITE

676 355 30

30

14

14

12

18 14 355

355

355

25

25

25

8

10

18

18

EA

(TYPE G)

DELINEATOR

CLASS 1

8" WHITE MARKER

OBJECT

30

30

MARKER

PAVEMENT

REMOVE

PAVEMENT DELINEATION QUANTITIES

"CR1" 65+00 TO 66+33

"CR1" 65+30 TO 72+06

"CR1" 66+33 TO 68+51

"CR1" 68+51 TO 72+06

108

No.

SHEET(TYPE K)

RAILING

TEMPORARY

STATIONLOCATION

DIRECTION/

LF EA

NB

NB

612

208

SC-1

SC-2

MOUNTED)

(SURFACE

CHANNELIZERS

1 10

ESA FENCE

TEMPORARY

TOTAL 820 102

L-1 557

557

1

LF

602 602

1204

4" WHITE4" YELLOW

25A 27B

CRASH CUSHION

ALTERNATIVE

TEMPORARY

26

26

EA

"CR1" 65+50 TO 71+52

"CR1" 66+45 TO 68+53

20’ Lt "CR1" 66+60 TO 61’ Lt "CR1" 71+80

MARKER

PAVEMENT

TEMPORARYTRAFFIC STRIPE (PAINT)

TEMPORARY QUANTITIES

10-19-15

EXCAVATION

ROADWAY

DIRECTIONNo.

SHEETSTATION

NB

12

CY TON

500 65

HOT MIX ASPHALT

SETTING

RAPID

LCB

115 240

CYSQYD

155

PAVEMENT

CONCRETE

ASPHALT

COLD PLANE

GUTTER)

(CURB AND

CONCRETE

REMOVE

GUARDRAIL

REMOVE

121

CY

ROADWAY QUANTITIES

90

"CR1" 66+66 TO 71+80

"CR1" 66+66 TO 70+30

"CR1" 69+09 TO 70+90

"CR1" 66+29 TO 67+16

TOTAL

L-1

500 65 115 240 155 12 121 90

LF

40

40

(7’ WOOD POST)

SYSTEM

GUARD RAIL

MIDWEST

EA

1

1

"CR1" 66+29 TO 66+67

"CR1" 66+66 TO 70+80

TACK COAT

TON

OPEN GRADED

FRICTION

COURSE

(TYPE A)

240

240

CLASS 4

AGGREGATE

SUBBASE CUSHION

CRASH

REACT

TYPE

CONCRETE

MINOR

CONTROL

VEGETATION

SQYD

15

15

AND BASE

PAVEMENT

CONCRETE

REMOVE

(CTB)

1


0.62

0.62

EROSION CONTROL LEGEND

ECL-1

x

x

x

x

x


TOTAL PROJECT

SHEET

No.

TOTAL

SHEETS

LA

ST

RE

VISI

ON

ST

AT

E

OF

CALIF

OR

NI

A -

DE

PA

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ME

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OF

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PLANS APPROVAL DATE

LICENSED LANDSCAPE ARCHITECT

SE

NI

OR

LA

ND

SC

AP

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AR

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USERNAME => s126849

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IS IN INCHES


Ala04

S

C

C

AL

A o5

Signature

Renewal Date

Date

LICEN

ED LANDS APE ARCH

ITE

T

S

LY

B NG N.

06

0

AN

GE

LA

KW

AN

SA

LL

Y

BA

NG

DA

VI

D

YA

MW

AT

ER

QU

ALIT

Y

11-30-15

13 8.3

04-28-14

36 108

(COMMON NAME)

BOTANICAL NAME PERCENT GERMINATION

(MINIMUM)

POUNDS PURE LIVE

SEED PER ACRE

(SLOPE MEASUREMENT)

450

(CALIFORNIA BROME)

BROMUS CARINATUS1150

(CALIFORNIA POPPY)

ESCHSCHOLZIA CALIFORNICA250

950

1

1

(PYGMY LEAF LUPINE)

LUPINUS BICOLOR

(BLUE WILDRYE)

ELYMUS GLAUCUS

SEED MIX 1

SEED PRODUCED IN CALIFORNIA ONLY.1

1150

550(SMALL FESCUE)

VULPIA MICROSTACHYS

(MEADOW BARLEY)

HORDEUM BRACHYANTHERUM

TOTAL

DESCRIPTION TYPE

FIBER

SEED

TACKIFIER

FIBER

EROSION CONTROL TYPE 1

2

3

MIX 1

WOOD

WOOD

285 LB/ACRE

285 LB/ACRE

125 LB/ACREPLANT BASE

ITEM

MATERIAL

SEQUENCEAPPLICATION

RATE

FERTILIZER 1200 LBS/ACREORGANICHYDROSEED HYDROMULCH

EROSION CONTROL QUANTITIES

FIBER ROLLS

LF SQFT SQFT

EC-1

SHEET

970

FIBER ROLLS

TYPE B

ITEM

8" TO 10" Dia

REMARKS

TYPE 1

FIBER ROLL INSTALLATION

TYPE

RECP (NETTING)

1

SEQUENCE

24,000 24,000 24,000

970 24,000 24,000 24,000

(COYOTE BRUSH)

BACCHARIS PILULARIS

(CALIFORNIA BUCKWHEAT)

ERIOGONUM FASCICULATUM 10 1.5

(STICKY MONKEY FLOWER)

MIMULUS AURANTIACUS40 0.5

0.1525

44.15

44.15 LB/ACRE

NOTE:

DIMENSIONS OF THE PAVEMENT STRUCTURES

SB

9/3/15

SPECIFIED IN THE STANDARD SPECIFICATIONS.

(STRUCTURAL SECTIONS) ARE SUBJECT TO TOLERANCES

HYDROMULCH

HYDROSEED

RECP (NETTING) NETTING TYPE A

TOTAL

FIBER ROLLSFIBER ROLLS MUST BE INSTALLED

AFTER RECP (NETTING) AND BEFOREHYDROSEED.

ITEMSEQUENCE TYPE

ROLLED EROSION CONTROL PRODUCT

DESCRIPTION

INSTALL RECP (NETTING) BEFORE

FIBER ROLLNETTING TYPE B WOVEN COIR

10-19-15

SQFT1


1B

R/W

87 9670

87

6

91 270

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.

ELECT

RE

GI

ST

ER

E

D P

ROFESSIONAL

E

NGI

NE

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S

TATE OF CALIF

ORNIA

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DATE

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09-23-15

04 Ala 13 8.3S

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IS IN INCHES




NOTE:

R/W

ROUTE 13

34

75

ASPH

ASPH

ASPH

ASPH

ASPH

DIKE

ASPH

ASPH

ASP

H

ASPH

ASPH

ASPH

ASPH

ASPH

CONC

CONC

CONC

CONC

CONC

POOL

WOODFERN Dr

TH

OR

NHIL

L

Dr

1

EXISTING SYSTEM No. 33-013-08402

REGISTERED ELECTRICAL ENGINEER

APPROVED FOR ELECTRICAL WORK ONLY

SCALE: 1" = 50’

EL

EC

TRIC

AL

0828208302

LIGHTING

E-1

1

BC

2

3

RC WOOD POLE AND LUMINAIRE WHEN NO LONGER NEEDED.

RC

LEGEND:

4 RC

SC

ELECTRICAL INDEX

SHEET No. DESCRIPTION

E-1

E-2

E-3

LIGHTING

LIGHTING (STAGE CONSTRUCTION) STAGE 1

9A

9A

9A

(08422) (08402) (08362)

(08162)

SCCB

1 RCAB

RC AB

1�"C, 2#8

EXISTING

Mahmood

Noii

13717

6-30-17

BE

HZ

AD

GO

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MO

HA

MM

ADI

SO

HEIL

A

BA

NA

BA

RO

N

OW

YE

ON

G3/27/14

INSTALL PERMANENT PULL BOX OUTSIDE CONSTRUCTION AREA

4/2/14

Ctid: 0433013008402

5

PROVIDE SERVICE EQUIPMENT ITEMS THROUGH PER1 146

FARC

SERVICE ENCLOSURE No. (08402)

EXISTING TYPE III -AF


INSTALL TYPE III -AF

Ctid: 0433013008402

6

UNMETERED TYPE H SERVICE (120/240 V)

E-4 ELECTRICAL QUANTITIES

ELECTRICAL DETAILS

5

AB

TEMPORARY EQUIPMENT AT THE END OF STAGE CONSTRUCTION.

LOAD: 6-200 W HPS LUMINAIRE

7

7

8

AB

9

9

TYPE H SERVICE (120/240 V)

SCCB

INSTALL 1�"C, 2#8 (240 V, LIGHTING)

SERVICE WIRING DIAGRAM ON SHEET E-3. INSTALL ENCLOSURE 1 FOOT FROM

THE R/W FENCE WITH DOOR FACING FERNWOOD Dr.

INSTALL 2"C, 2#8.

10 EXISTING 1�"C, 2#8.

810 10

(120/240 V SERVICE)

INSTALL 1�" C, 3#2

EXISTING 1�"C, 2#8 (240 V, LIGHTING), 3#14 (120 V, PEU). REMOVE 3#14 (120 V, PEU).

INSTALL 1�"C, 2#8 (240 V, LIGHTING), 3#14 (120 V, PEU).

USE CASE 1N WITH POLE ATTACHMENTS 3 , 6 , 8 ON SHEET C-6.

BEHIND K-RAIL. FOR WOOD POLE INSTALLATION, SEE SHEETS C-5 TO C-8.

INSTALL TEMPORARY WOOD POLE WITH 200 W HPS LUMINAIRE

EXISTING 1�"C 2#8. CONTACT PG&E TO DE-ENERGIZE POWER BEFORE ABANDONING CONDUIT.

8

10

38

11 INSTALL PERMANENT EQUIPMENT, SEE SHEET E-1.

12WITH 165 W LED LUMINAIRES.

INSTALL TYPE 21 LIGHTING STANDARD

+90

13

CONDUIT AT THE END OF STAGE CONSTRUCTION.

(08282)(08302)

14 RS

1414

INSTALL 2"C, 2#8 (240 V, LIGHTING) IN Conc BARRIER.

THE EXISTING LIGHTING STANDARD AND HPS LUMINAIRE.

"CR1" LINE

ENIL "1RO"

MORAGA Av

e13

13

1212

10

RS

LUMINAIRE

INSTALL 165 W LED

HPS LUMINAIRE,

+10

13

RS

LUMINAIRE

INSTALL 165 W LED

HPS LUMINAIRE,

SEE Std PLAN ES-7B AND ES-7N

INSTALL TYPE 1-B Std WITH PEU.

LOAD: 6-165 W LED LUMINAIRE (METERED)

108

10-19-15


1

SC

1

R/W

87 9670

87

6

91 270

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.

ELECT

RE

GI

ST

ER

E

D P

ROFESSIONAL

E

NGI

NE

ER

S

TATE OF CALIF

ORNIA

TI

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PLANS APPROVAL DATE

DATE

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06-09-14

04 Ala 13 8.3S

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USERNAME => s126849

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IS IN INCHES




NOTE:

R/W

ROUTE 13

34

75

ASPH

ASPH

ASPH

ASPH

ASPH

ASPH

DIKE

ESTATES

DR

DD

D

D

D

DECK

ASPH

ASPH

ASP

H

ASPH

ASPH

ASPH

ASPH

ASPH

CONC

CONC

CONC

CONC

CONC

ASPH

PO

OL

DECK

DE

CK

DWOODFERN Dr

TH

OR

NHIL

L

Dr

1

CBSC

EXISTING SYSTEM No. 33-013-08402

LOAD: 6-200 W HPS LUMINAIRE


EL

EC

TRIC

AL

APPROVED FOR ELECTRICAL WORK ONLY

(STAGE CONSTRUCTION)

STAGE 1

LIGHTING

E-2

SCALE: 1" = 50’FOR NOTES, ABBREVIATIONS

AND LEGEND, SEE SHEET E-1

Ctid: 04-33-013-08402

(08422) (08402) (08362)

(08162)

Mahmood

Noii

13717

6-30-17

SO

HEIL

A

BA

NA

BA

RO

N

OW

YE

ON

GB

EH

ZA

D

GO

LE

MO

HA

MM

ADI

3/27/14

4/2/14


EXISTING TYPE III -A

1�"C, 3#2

EXISTING

39

11

+85

"CR1" LINE

ENIL "1RO"

1010 3

+05

4 2 3 4 2 3 4118

10

MORAGA Av

e

108

10-19-15


1BC

4

1

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.

ELECT

RE

GI

ST

ER

E

D P

ROFESSIONAL

E

NGI

NE

ER

S

TATE OF CALIF

ORNIA

TI

ME

PL

OT

TE

D

=>

DA

TE

PL

OT

TE

D

=>

10:42

15-J

AN-2016

CH

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BY

DE

SI

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BY

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LC

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ED-

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VIS

ED

BY

DA

TE

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VIS

ED

PLANS APPROVAL DATE

DATE

FU

NC

TI

ON

AL

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06-09-14

04 Ala 13 8.3S

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USERNAME => s126849

DGN FILE => 0400020868ua004.add


IS IN INCHES



EL

EC

TRIC

AL

E-4

ELECTRICAL QUANTITIES

Mahmood

Noii

13717

6-30-17

BA

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OW

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ON

GB

EH

ZA

D

GO

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MO

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ADI

SO

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A

BA

NA

3/27/14

4/2/14

41 108

10-19-15

SHEET No.PB

ft

E-2 4 1060

LIGHTING (STAGE CONSTRUCTION)

LIGHTING

SHEET No. STANDARD LIGHTING

TYPE 21PB 9A PB

CONDUIT CONDUCTOR

1�" No. 8

ftEA

E-1 2 3 1 550 1100

No. 14

300

CONDUCTOR

No. 81�"

EA

5502

ITEMS SHOWN IN THESE TABLES ARE NOT A SEPARATE PAY ITEM. FOR INFORMATION ONLY.


1

ROADWAY 1

LED LUMINAIRE

4 700

2"

1

1BTYPE

EA

WITH LUMINAIREWOOD POLE CONDUIT

2"

50

CALIFORNIA

STATE OF

DEPARTMENT OF TRANSPORTATION

STRUCTURE DESIGN

DIVISION OF ENGINEERING SERVICES

DESIGN BRANCH

UNIT:

PROJECT NUMBER & PHASE: CONTRACT NO.:

DESIGN

DETAILS

QUANTITIES

CHECKED

CHECKED

CHECKEDBY

BY

BY

0 1 2 3

FILE => 33e0140-g-rwdt04.add

POST MILE

BRIDGE NO.

SHEET OF

US

ER

NA

ME

=>

s126849

DA

TE

PL

OT

TE

D

=>

15-J

AN-2016

TI

ME

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TE

D

=>

10:43

REVISION DATES

FOR REDUCED PLANS

ORIGINAL SCALE IN INCHES

EARLIER REVISION DATES

DISREGARD PRINTS BEARING

DIST COUNTY ROUTETOTAL PROJECT

POST MILES SHEET

No.

TOTAL

SHEETS

REGISTERED CIVIL ENGINEER DATE

DATEAPPROVALPLANS

completeness of electronic copies of this plan sheet.

shall not be responsible for the accuracy or

The State of California or its officers or agents

RE

GIS

TE

RE

D

RP

OFESSIONAL

EN

GI

NE

ER

AINROFILACFO

ETA

T

S

No.

Exp.

CIVIL

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

04 Ala 13

SOLDIER PILE WALL WITH GROUND ANCHORS

16902-26-142-04-1404-1SS024

8.3

33E0140

3617

04000208681

16

THORNHILL DRIVE STORM DAMAGE REPAIR

GROUND ANCHOR DETAILSSam Kotalawala

Sam Kotalawala

Sam Kotalawala

2’-0"

1"

Clr

2"

Bonded length

1’-0"

6"

6"

�"clr

1"

Min

Min

Min

6"

6"

G

F

E

D

C

B

A

PRESTRESSING STEEL:

fpu = Minimum tensile strength of prestressing steel

(270 Ksi Low Relaxation steel)

Strand Tendons-ASTM Designation: A416

0.75 fpu

SHEATHING

END OF CORRUGATED

� GROUND ANCHOR

BEARING ´

FINAL GROUT

UNBONDED LENGTH

END OF STEEL TUBE

SHEATHING ON STRAND

END OF SMOOTH

DRILLED HOLE

ON STRAND

SMOOTH SHEATHING

SHEATHING ON STRAND

END OF SMOOTH

SHEATHING

INSIDE CORRUGATED

LIMITS OF PREGROUTING

SHEATHING

CORRUGATED

LEVEL CAP END

SHEATHING

END OF CORRUGATEDUNBONDED LENGTH

END OF STEEL TUBE

DRILLED HOLE

SHEATHING

SMOOTH

FINAL GROUT

SEAL

BEARING ´

SHEATHING

END OF SMOOTH

SEAL

INCLINATION

CAP ENDLEVEL

END OF STRANDS PAD OR SUPPORT PLATE

FACE OF CONCRETE WALER, MORTAR

BEARING ´

SHEATHING ON STRAND

END OF SMOOTH

STEEL TUBE

END OF CORRUGATED SHEATHING

(TENDON ALTERNATIVE ONLY)

AT CENTER OF ANCHOR HEAD

SECURE TO THREADED HOLE

(GALVANIZED) AND SEALANT.

�" ` BOLT AND WASHER

STEEL TUBE

SHEATHING ON STRAND

END OF SMOOTH

BEARING ´

SEALANT (SEE NOTE 3)

END OF STRANDS PAD OR SUPPORT PLATE

FACE OF CONCRETE WALER, MORTAR

� GROUND ANCHOR

� GROUND ANCHOR

Min

steel in ground anchor (square inch)

As = Minimum cross sectional area of prestressing

As(Min) = 1.0 FTL

Bars - ASTM Designation: A722 Type II (150 ksi)

GENERAL NOTES

6" Min1’-0" Max

STEEL TUBE (SEE NOTE 4)

3’-0" Min

C

B

NOTES:

G

E

A

D

F

Min

GROUND ANCHOR TENDON DETAIL (STRANDS)

GROUND ANCHOR TENDON DETAIL BAR(S)

Max

3"

INCLINATION (°)

3. Silicone sealant to cover full width of flange.

at low end and venting at high end. Galvanize after fabrication.

2. Anchorage enclosure shall have provisions to allow injecting grout

is not enclosed in concrete.

1. Anchorage enclosure shall only be used when anchor head assembly

7. For other wall details, see PROJECT PLANS.

6. Galvanize assembly after fabrication.

thickness = �") to be 1" greater than outside diameter of smooth sheathing.

5. Steel tube welded to bearing plate. Inside diameter of steel tube (Min

assembly after fabrication

4. Steel tube (Min thickness = �") welded to bearing plate. Galvanize

� GROUND ANCHOR

STEEL TUBE (SEE NOTE 5)E

B

A

G

D

F

AND SMOOTH SHEATHING

Min LAP OF STEEL TUBE

(PREGROUTED)

CORRUGATED SHEATING

BONDED LENGTH

NO SCALE

�

�

�

�"

Clr

Min

Min

Min 6 EQUALLY SPACED

WASHER, GALVANIZED.

� �" ` BOLT AND

FLANGE, Min THICKNESS = �"

TUBE Min THICKNESS = �"

ANCHORAGE ENCLOSURE, STEEL

ANCHORAGE ENCLOSURE DETAILS

ALTERNATIVE Y

ALTERNATIVE X

SEALANT (SEE NOTE 3)

1"

Clr

FLANGE, Min THICKNESS = �

STEEL TUBE Min THICKNESS = �"

ANCHORAGE ENCLOSURE,

�

(TENDON ALTERNATIVE ONLY)

END OF CORRUGATED SHEATHING �

�

3’-0" Min

3" Min6" Max

FTL = Factored Test Load per anchor (Kips)

(Strands)

As(Min) = 1.0 FTL

(Bars)0.80 fpu

NOTES:

DESIGN:

4th Edition with California Amendments.

AASHTO LRFD Bridge Design Specifications,

Franklin Maagma

Pao-Tsan Wang

Pao-Tsan Wang

7-15-15

PAO-TSAN

WANG

32308

12-31-16

7-23-15

8.3 108

10-19-15

1

1

Face of Wall Excavation

PROJECT PLANS

For inclination, see

Unbonded length = 40’-0" Min.

determined by the contractor

Bonded length shall be

inside corrugated sheathing

Level of initial grouting

Level of secondary grouting

or smaller

drilled hole 6" in diameter

Level of initial grouting for

77

DATED JANUARY 19, 2016REPLACED PER ADDENDUM No. 1

04-1ss024 Ad1 plans - California Department of...

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