11 california - caltransdot.ca.gov/hq/esc/oe/project_ads_addenda/07/07-2159u4/plans/07... ·...

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 => 53e0267-e-piledt.dgn

POST MILE

BRIDGE NO.

SHEET OF

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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 RE

GIS

TE

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OFESSIONAL

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AINROFILACFO

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No.

Exp.

CIVIL

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

11

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

3587

6-27-13 7-24-13

RETAINING WALL VA10453E0267Ruperd Wilson

6 9

William D. Kemp

55730

12/31/16

1.22M. Thach J. Radu

Cipriano Mananasala

Ruperd Wilson

Jaime Ramirez

SECTION A-A

SECTION B-B

2"

LE

NG

TH

FO

R

PA

YM

EN

T

CO

NC

RE

TE

TO

BE

PL

AC

ED I

N

DR

Y

HO

LE

DRIL

LE

D

HO

LE

FIL

LE

D

WIT

H

CO

NC

RE

TE

TOP MATBOTTOM MAT#6 @ 12

#9 @ 6 #9 @ 6

#6 @ 12

25’-2"

18’-2"

7’-0"

#6 HOOPS#10 Tot 12

3"

3"

3’-6" 3"

RWLOL

3’-6"8’-9"

16’-6"

3’-3"

TYPICAL SECTION

REINFORCEMENT

PLAN - FOOTING

NOTE: For H = 22’ only

42" DIA CIDH PILE

3

2

(Typ)

ELEVATION

PILE TIP

25’-2"

18’-2" 7’-0"

CI

DH

PIL

E

LE

NG

TH

FO

R

PA

YM

EN

T

Elev

TIP

2

#6 @ 12 Typ

Typ

470

PILE DATA TABLE

PILE TYPENOMINAL RESISTANCE (kps)

CIDH

42-inch0

ELEVATIONS, (ft)

DESIGN TIP

TUBES, Tot 3ea

INSPECTION

2" PIPE

3" Typ

Typ

Typ

1

R=9" Min

R=9" Min#6 @ 12

#9 @ 6

#9 @ 6

2

Typ

6

2’-0"

2’-0"

3

REINFORCEMENT, Typ

TO BOTTOM

6" CLEAR

See Footing Reinforcement Plan

see RSP B3-1A, case 1

For stem reinf & Ftg, reinf is not shown

TYPE 1 (CASE 1)" similar Reinf.

Standard Plan RSP B3-1A "RETAINING WALL

Reinforcement shown shall be used in lieu of

"PILE LAYOUT" sheet

See pile Layout for pile locations

Bottom mat may be shifted to clear pile reinf

42" Dia CIDH PILE

Use #6 Hoops @ 6 OC

6

5

4

3

2

1

Typ

#6 @ 12

3

Min

R=10�"

2’-0"

3’-0"

#6

HO

OP

S

@ 12"

OC

locations of inspections (TYP)

7 Min 8�" clear spacing at Typical 42" Dia Pile Elevation

FOR H=16’, H=18’, H=20’

LOCATION

WALL NO.

12+43

10+00 to

LOL Sta

VA104

ELEVATION, (ft)

SPECIFIED TIP

+9

COMPRESION TENSION

NOTES:

PILE AND FOOTING DETAILS

(a)

+48.0 (c)

+9.0 (a)

3. The CIDH specified tip elevation shall not be raised.

design tip elevations for tension load and tolerable settlement.

2. specificied tip elevation for driven piles shall not be raised above the

(c) Settlement (d) Lateral

1. Design tip elevations are controlled by: (a) Compression, (b) Tension,

3-18-15

0715000160-1 07-2159u4

1" = 1’-0" �" = 1’-0"

�" = 1’-0"�" = 1’-0"

�" = 1’-0"

Notes:

07 LA,Ora 544.3/44.4

0.0/1.5, 16221601

1-25-16

CALIFORNIA

STATE OF


STRUCTURE DESIGN


DESIGN BRANCH

UNIT:


DESIGN

DETAILS

QUANTITIES

CHECKED

CHECKED

CHECKEDBY

BY

BY

0 1 2 3

FILE => 53e0267-f-arch1.dgn

POST MILE

BRIDGE NO.

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REVISION DATES

FOR REDUCED PLANS





POST MILES SHEET

No.

TOTAL

SHEETS


DATEAPPROVALPLANS

completeness of electronic copies of this plan sheet.



RE

GIS

TE

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OFESSIONAL

EN

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AINROFILACFO

ETA

T

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No.

Exp.

CIVIL


11ARCHITECTURAL TREATMENT DETAILS

7-17-12

3587

150^

NO SCALE

2"

RW LOL

DETAIL C

53E0267

Beg RETAINING WALL

SIGN PEDESTAL

SPLIT SLATE TEXTURE, Typ

NO SCALE

SECTION B-B

NO SCALE

SECTION C-C

Beg BARRIER

LIMIT OF APPROACH SLAB

TOP OF RETAINING WALL, Typ

TOP OF BARRIER, Typ

TOP OF ARCHITECTURAL TREATMENT

PARTIAL ELEVATION - ARCHITECTURAL TREATMENT

"VALLEY VIEW AVE OC/OH (REPLACEMENT)"

TEXTURE, Typ

SPLIT SLATE

SURFACE, Typ

SMOOTH Conc

JOIN Abut 11, FOR CONTINUATION, SEE

JOIN RETAINING WALL,

FOR CONTINUATION,

SEE "RW NF65" PLANS

End RETAINING WALL & BARRIERJOIN BARRIER,

SEE BRIDGE PLANS

TEXTURE, Typ

SPLIT SLATE

TEXTURE, Typ

SPLIT SLATE

DETAILS" SHEET

SEE "BARRIER MOTIF

TOP OF BARRIER, Typ

SURFACE, Typ

SMOOTH Conc

RW LOL

RW LOL

1’-6"

1’-6"

1’-0"

BRIDGE PLANS, BR. NO. 53-3045

SEE "DETAIL C"

SEE "DETAIL C"

B

B

C

C

7 9

Approx FG Approx FG

TREATMENT AND MOTIF

Bot OF ARCHITECTURAL

TREATMENT AND MOTIF


RW LOL Sta 10+00.00

RW LOL Sta 12+43.00

209’-11"26’-10�" 6’-2�"

Bot OF ARCHITECTURAL TREATMENT

Approx FG

William D. Kemp

55730

12/31/16

SURFACE, Typ

SMOOTH Conc

Abut STUBWALL

SECTION A-A

A

A

RW LOL

APPROACH, Typ

TOP OF STRUCTURE

SURFACE, Typ

SMOOTH Conc

SEE "DETAIL C"

Approx FG

1.22

7-24-13

Jaime Ramirez

Ruperd Wilson

M. Thach J. Radu

Cipriano Mananasala

Ruperd Wilson

RETAINING WALL VA104

NO SCALE

SPLIT SLATE TEXTURE

DD

RE

LIE

F

SPLIT SLATE TEXTURE

1"

Max

RE

LIE

F

�"

MI

N

NO SCALE

SECTION D-D

of Wall details are from RWLOL, Typ

Note: All reference to Surface Dimensions

6-10-134-25-13

NO SCALE

TREATMENT

ARCHITECTURAL

TOP OF

19’-1"–

3-18-15

0715000160-1 07-2159u4

�" = 1’-0"

07 LA,Ora 544.3/44.4

0.0/1.5, 16221602

1-25-16

CALIFORNIA

STATE OF


STRUCTURE DESIGN


DESIGN BRANCH

UNIT:


DESIGN

DETAILS

QUANTITIES

CHECKED

CHECKED

CHECKEDBY

BY

BY

0 1 2 3

FILE => 53e0267-g-arch2.dgn

POST MILE

BRIDGE NO.

SHEET OF

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REVISION DATES

FOR REDUCED PLANS





POST MILES SHEET

No.

TOTAL

SHEETS


DATEAPPROVALPLANS




RE

GIS

TE

RE

D

RP

OFESSIONAL

EN

GI

NE

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AINROFILACFO

ETA

T

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No.

Exp.

CIVIL


11BARRIER MOTIF DETAILS

6-5-12 8 9

WILLIAM D. KEMP

55730

12/31/16

3587

Herman Mauroschadt

NO SCALE

DETAIL C

TOP OF WALL

�"

1�

"

A

A

B

B

1�

"

1’-2"

6"

3"

8"

1’-8" 1’-8"

3’-4"

R = 1’-

8�

"

R = 5"

R = 1’-

8�

"

SEE "DETAIL C"

MOTIFBARRIER

1’-2"

6"

11"

2"

4"

1�

"

SECTION A-A

1�" = 1’-0"

SEE "DETAIL C"

MOTIFBARRIER

1’-2"

9"

3"

4"

1�

"

SECTION B-B

1�" = 1’-0"

1" = 1’-0"

4"

TEXTUREGRANITEFRACTURED

� BARRIER MOTIF

PARTIAL ELEVATION - BARRIER MOTIF

RETAINING WALL No. VA10453E0267

TYPE 26 MODConc BARRIER

TYPE 26 MODConc BARRIER

Typ15^ BEVEL

Typ15^ BEVEL

TYPE 26 (MOD)Conc BARRIER

TypConc,SMOOTH

TEXTURE, Typ

GRANITE

FRACTURED

TEXTURE, TypGRANITEFRACTURED

1.22

RW LOL

3-28-13

Conc BARRIER

FACE OF

4-25-13

M. Thach J. Radu

I. Tasabia H. J. Chavez

H. J. Chavez

3-18-15

0715000160-1 07-2159u4

07 LA,Ora 544.3/44.4

0.0/1.5, 16221603

1-25-16

PROFILE VIEW

HORIZONTAL SCALE 1"=20’

VERTICAL SCALE 1"=10’

2 3 4 65 6 7 8 9 70

TO SANTA ANA

TO LOS ANGELES

160

PLAN

SCALE 1"=100’

"V

AL" LI

NE

EJ.JEON RETAINING WALL NO. VA104

4.9

R-09-220

100

RW

No.

VA104

1

66+00 67+00 68+00 69+00 70+00


POST MILES SHEET

No.

TOTAL

SHEETS


DATEAPPROVALPLANS

RE

GIS

TE

RE

D

RP

OFESSIONAL

EN

GI

NE

ER

AINROFILACFO

ETA

T

S

No.

Exp.

05/20/15

MICHAEL G. SMITH

2229

EGOTE

LACINHC

SANTA ANA, CA 92705

2020 EAST FIRST STREET, SUITE 400

URS CORPORATION




1.22

RTE 5 (NEW)CL

and 0.55, respectively.

fine-grain and coarse-grain soils have been 0.8

3-2.5" to 1.4" blow counts conversion factors for

Cone Penetration Testings.

subsurface material for exploratory borings and

hand-auger was used to remove top 5 to 10 feet of

2-For protection of underground utility lines,

& Presentation Manual (2010 Edition).

the Caltrans Soil & Rock Logging, Classification,

1-This LOTB sheet was prepared in accordance with

BENCH MARK

100+00.0 "VAL" LINE

63+20.1 RTE 5 (NEW)

DATUM NAVD88

EASTING 1997613.893

NORTHING 542395.636

FIRESTONE BLVD 0.2 MI SE OF VALLEY VIEW

LOCATED 90’ N OF THE SOUTH SIDE

FLUSH, STAMPED "LA-5-1.0, 1995"

FD 2-1/2 CADT DISK IN CONC. CURB

ELEVATION 65.915 FT

GPS 0887

1

2

4

105

6

65+00

Elevati

on, feet

30

40

50

20

10

0

60

-40

-50

-30

-20

-10

30

40

50

20

10

0

60

Elevati

on, feet

70

80

-10

-20

-30

-40

-50

R-09-220

7/01/09Terminated at Elev -43.1’

ASPHALT CONCRETE (6") over CEMENT TREATED BASE (10") and AGGREGATE BASE (8").

-little fine GRAVEL.

78.4’ 4.9

PA

MPI

MPA

M

PIC

M

PAUU

PA

MPAPI

MPAPI

UUPI

M

M

MPA

C

M

PI

MPA

CR

MPA

PI

MPI

M

C

MPA

PAUUPI

UUPIC

PI

MPA

79

52

43

14

P

95

47

49

83

P

97

74

4

6

P

16

45

52

P

29

P

13

P

16

1.4

1.4

1.4

1.4

2.5

1.4

1.4

1.4

1.4

2.5

2.5

1.4

1.4

1.4

2.5

1.4

1.4

1.4

2.5

1.4

2.5

1.4

2.5

1.4

fines; few subrounded, fine GRAVEL.CLAYEY SAND (SC); very dense; olive; wet; mostly medium and coarse SAND; little

mostly fine and medium SAND; little fines; trace fine GRAVEL; trace asphalt bits.CLAYEY SAND (SC); very dense; mottled light olive brown, black and white; moist;

CR

UW CR

DS

CR

UW

UW

M

UW

UW

UW

UW

RT

E 5 (

NE

W)

Sta 65

+21.3

223.4’

Rt

GWS

06/04/2012

Elev 46.2’

fine SAND; trace asphalt bits; PP=3.5 tsf.SANDY lean CLAY(CL); very stiff; mottled olive brown and black; moist; little

CLAYEY SAND (SC); medium dense; olive; moist; mostly fine SAND; some fines.

-dark yellowish brown; little SAND.

and medium SAND; few fines.Poorly-graded SAND with SILT (SP-SM); very dense; light olive brown; wet; fine

Fat CLAY (CH); stiff; mottled dark olive gray and black; moist; PP=1.7 tsf.

trace fines; trace fine GRAVEL.Poorly-graded SAND (SP); medium dense; light olive brown; wet; medium SAND;

C LSAND; trace rootlets; PP=1.5 tsf; (FILL).SANDY lean CLAY (CL); stiff; light olive brown; moist; some fine and medium

subrounded GRAVEL; PP<0.2 tsf; (ALLUVIUM).SILTY CLAY with GRAVEL (CL-ML); very soft; dark olive gray; moist; little

Lean CLAY (CL); stiff; very dark gray; wet; PP=1.5 tsf.

Fat CLAY (CH); stiff; dark greenish gray; wet; few fine SAND; PP=1.5 tsf.

SAND; PP=2.0 tsf.SANDY lean CLAY (CL); very stiff; mottled olive gray and white; wet; some fine

SILTY CLAY (CL-ML); soft; olive brown; wet; few fine SAND; PP=0.5 tsf.

PP=3.0 tsf.Lean CLAY with SAND (CL); very stiff; olive brown; wet; little fine SAND;

SILTY SAND to SANDY SILT (SM/ML); very dense/hard; olive brown; wet.

some fines.CLAYEY SAND (SC); very dense; olive gray; wet; mostly fine and medium SAND;

little fines.SILTY SAND (SM); very dense; olive gray; wet; mostly fine and medium SAND;

PP>4.0 tsf.SANDY lean CLAY (CL); hard; olive brown; wet; some fine and medium SAND;

SILT (ML); stiff; olive brown; wet; trace fine SAND; PP=2.0 tsf.

-hard; brown; little fine SAND; PP>4.0 tsf.

-very stiff; yellowish brown; PP=2.0 tsf.

"VAL" Line

60.00’ Rt Sta 103+01.76

Begin RW VA104

"VAL" Line

Sta 105+58.58

60.00’ Rt

END RW VA104

70

5/12/15

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FOR REDUCED PLANS0 1 2 3

FILE => 53e0267-h-lotb.dgn

BRIDGE NO.

POST MILES



REVISION DATES SHEET OF

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s125624

UNIT:

PROJECT NUMBER & PHASE:

PREPARED FOR THE

STATE OF CALIFORNIAM.G. SMITH

PROJECT ENGINEER

F.MOTAMED

DESIGN OVERSIGHT

SIGN OFF DATE

DRAWN BY

CHECKED BY

FIELD INVESTIGATION BY:

DATE:

GS CIVIL LOG OF TEST BORINGS SHEET (ENGLISH) (REV. 03/14/12)

CONTRACT NO.: 07-2159U4

A.GHAZINOOR/L.KHALKHALI

3658

07150001601

LOG OF TEST BORINGS SHEET 1 OF 105/20/1507/01/09

T.PANAH

03/31/16

53E0267

9 9

07 LA,Ora 544.3/44.4

0.0/1.5,16221604

1-25-16

CALIFORNIA

STATE OF


STRUCTURE DESIGN


DESIGN BRANCH

UNIT:


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


PERMIT DESIGN VEHICLE

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

0 1 2 3

rwva107-a-gp.dgnFILE =>

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Exp.

CIVIL

SHEET OF

CONTRACT NO.:

REVISION DATES



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

3587

11

Yeo Yoon RETAINING WALL VA107Anthony Valdez

107+20 +40

PLAN

RW LOL

DESIGN "H"

LENGTH

12’-0"

BARRIER

TOP OF

WALL

TOP OF

Elev 61.00

DATUM Elev 50.00

10+00 +20 +40

Elev 70.25

End WALL

GENERAL PLAN

RW VA107

Sta 107+20.71

61.412’ LT "VAL" LINE

"VAL" LINE

+60 +80

Sta 107+69.15

59.593’ Lt "VAL" LINE

Elev 62.17

Elev 70.59

Sta 10+40.00

8’-0"

Elev 71.42

Sta 10+20.00

Ftg STEP

B0-3

3-4

B0-3

3-1

PLANE

WEAKENED B0-3

3-2

ARCHITECTURAL TREATMENT

N 1̂ 33’28" E

"ROAD PLANS"

CURB SEE,

SHEET

WALL DETAILS"

"RETAINING

DRAIN, SEE

GEOCOMPOSITE

DE

SI

GN "

H"

LINE

"VAL"

RW LOL

6’-0"1-5�"

PLANS"

SEE "ROAD

Approx FG

B11-51

B11-54

B3-5

6-5-13 6-10-13

1

10-19-11

William D. Kemp

55730

12-31-16

24’-5�"24’-0"

2

1

For location of Sign, see "ROAD PLANS"

10+41.95 and Sta 10+48.47, see "ROAD PLANS"

Transition to Depressed Sidewalk between Sta

"RW DW109" PLANS

FOR CONTINUATION, SEE

MIRRORED ELEVATION

48’-5�" MEASURED ALONG RW LOL

N 0^35’35.9" W

SHEET NO. TITLE

STANDARD PLAN SHEET NO.

DETAIL No.

RSP

RW DW109

RW LOL Sta 10+48.47 =

End WALL

B3-1A

TYPE 1 (CASE 1)

Ret WALL

NO SCALE

NOTE:

1 6

RSP

TYPE 26A Mod

BARRIER

Conc

Var

Var

RW LOL Sta 10+00.0 =

Beg WALL

Typ

Exp Jt,

Elev 72.24

Beg WALL

"RW70" PLANS


TYPICAL SECTION

INDEX TO PLANS

Typ

WH,

1.29

3-21-13

A62B LIMITS OF PAYMENT FOR EXCAVATION

AND BACKFILL- BRIDGE SURCHARGE AND WALL

BO-3 BRIDGE DETAILS

B11-54 CONCRETE BARRIER TYPE 26

B3-5 RETAINING WALL DETAILS NO. 1

B11-51 TUBULAR HAND RAILING

RSP

RSP

B3-1A RETAINING WALL TYPE 1 (CASE 1)

STANDARD PLANS 2010

A10C LINES AND SYMBOLS (SHEET 1 OF 3)

A10D LINES AND SYMBOLS (SHEET 2 OF 3)

A10E LINES AND SYMBOLS (SHEET 3 OF 3)

A10A ABBREVIATIONS (SHEET 1 OF 2)

A10B ABBREVIATIONS (SHEET 2 OF 2)

A10H LEGEND - ROCK

G. Reyes-Gutierrez

Yeo Yoon Cipriano Manansala

Kamal Chonkria

Cipriano Manansala

Cipriano Manansala

TOP OF WALL

6

5

4

3

2

1

LOG OF TEST BORINGS SHEET 1 OF 1

LIMITS OF EXCAVATION AND BACKFILL

ARCHITECTURAL TREATMENT DETAILS

SIGN PEDESTAL DETAILS

RETAINING WALL DETAILS

GENERAL PLAN

Approx OG = Approx FG

SEE "STEM & Ftg CORNER DETAIL"

10+00+20

+40

PEDESTAL FOR SIGN 10B2



RW LOL Sta 10+11.25=


Sta 107+32.00

� SIGN

� SIGN PEDESTAL

3-18-15

Xiahong Li Xiahong Li

Ramin Rashedi 3-18-15

CONCRETE BARRIER (TYPE 26 MODIFIED) 49 LF

TUBULAR HANDRAILING (MODIFIED) 49 LF

BAR REINFORCING STEEL (RETAINING WALL) 5,340 LB

ARCHITECTURAL TREATMENT (SPLIT SLATE) 340 SQFT

STRUCTURAL CONCRETE, RETAINING WALL 41 CY

STRUCTURE BACKFILL (RETAINING WALL) 228 CY

STRUCTURE EXCAVATION (RETAINING WALL) 265 CY

QUANTITIES

(MODIFIED)

HANDRAILING

TUBULAR

TOP OF

(MODIFIED)

HANDRAILING

TUBULAR

0715000160-1 07-2159u4

1" = 5’-0"

1" = 5’-0"

RSP

RSP

RSP

07 5LA,Ora 162244.3/44.4

0.0/1.5,

RSP A10F LEGEND - SOIL (SHEET 1 OF 2)

RSP A10G LEGEND - SOIL (SHEET 2 OF 2)

1605

1-25-16

CALIFORNIA

STATE OF


STRUCTURE DESIGN


DESIGN BRANCH

UNIT:


DESIGN

DETAILS

QUANTITIES

CHECKED

CHECKED

CHECKEDBY

BY

BY

0 1 2 3

FILE => rwva107-c-retdt.dgn

POST MILE

BRIDGE NO.

SHEET OF

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REVISION DATES

FOR REDUCED PLANS





POST MILES SHEET

No.

TOTAL

SHEETS


DATEAPPROVALPLANS




RE

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OFESSIONAL

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No.

Exp.

CIVIL


11

A.

B.

C.

pipe as applicable.

Connect the low end of plastic pipe to the main outlet

NO SCALE

3"

-2%

3"

K K

Min

DRAIN

GEOCOMPOSITE

RETAINING WALL

ABUTMENT OR

BACKFACE OF

DRAIN

GEOCOMPOSITE

SEE NOTE B

CAP-Typ

WRAP AROUND

FILTER FABRIC

DRAIN

GEOCOMPOSITE

BOND TO

TOWARD WALL

LEVEL OR SLOPED

PERMEABLE BASE

CEMENT TREATED

CUT HOLE FOR 3" PIPE

BOND 6" TO WALL.

3"

Min

SEE NOTE B

PLASTIC PIPE.

3" SLOTTED

PLASTIC PIPE

3" UNSLOTTED

3’-0"

1’-0"

1’-0"

connection at each 4" Ø drain.

wall or abutment. Cap ends of pipe. Provide "Tee"

3" Ø slotted plastic pipe continuous behind retaining

Geocomposite drain, cement treated permeable base, and

wall drains shall be located 3" – above finished grade.

under the sidewalk to discharge through curb face. Exposed

or curbs, provide 4" Ø cast iron or asbestos cement pipe

Type 4 retaining walls). For walls adjacent to sidewalks

center to center (9’-0" c-c for Type 3 and 9’-2" c-c for

4" Ø drains at intermediate sag points and at 25’-0"

SHEET

POLYETHYLENE

NOTE A

SEE

NOTE B

SEE

Yeo Yoon RETAINING WALL VA107

0715000160-1

3587

8-23-11

Anthony Valdez

No Scale

STEM CORNER DETAIL

RW VA107


4’-0"

4’-0"

#5 @ 16" Vert

Reinf

Ret WALL

Reinf

Ret WALL

2" Clr

6-10-13

William D. Kemp

55730

12-31-16

NO SCALE

Ftg Reinf

TOP AND BOTTOM

LIM

ITS

OF

PA

YM

EN

T

FO

R

RW

VA

10

7

Ftg Reinf

TOP AND BOTTOM

RW LOL

LIM

ITS

OF

PA

YM

EN

T

FO

R

RW

VA

10

7

INTO Ftg

EXTEND 1’-0"

#5 Tot 4

FG

DETAIL "D"

DETAIL "E"

4" Ø DRAIN

TEE CONNECTION

NOTES:

2 6

TOP AND BOTTOM

DIAGONAL Ftg Reinf

#5 @ 6" Tot 16

FTG CORNER DETAIL

DETAIL "D"

WALL SECTION SECTION K-K

DETAIL "E"

WEEP HOLE AND GEOCOMPOSITE DRAIN

3-29-13

1.29G. Reyes-Gutierrez

5-20-13

Cipriano Manansala

Cipriano Manansala

Kamal Chonkria

3-18-15

1�

"2’-3"

4"

5’-4"

1’-2"

B11-54

11

6"

3’-0�

"

1’-5"

HAND RAIL

TUBULAR

CONCRETE BARRIER TYPE 26A MOD

Note: For details not shown see

� ELECTROLIER

� PARAPET=

� POST POCKET =

� TUBULAR POST =

NO SCALE

#5 @ 18

#6 @ 8

2’-10"

1’-3"

#5 @ 16

6’-6"

TOP OF WALL

1’-0"

1

1

CONST JT

TOP OF SIDEWALK

SECTION A-A

NO SCALE

BARRIER TRANSITION DETAIL

1’-0"

ARCHITECTURAL TREATMENT NOT SHOWN

NOTE:

BATTERED FACE

SHOWN. MATCH TYPE 736A

26A Mod AT END AS

EXTEND BARRIER TYPE

A

VARIES

CONST JT

A

TO THE END OF RETAINING WALL CORNERCURB RAMP CONSTRUCTION JOINTAPPLY DETAIL FROM THE BEGINNING OF

Mod BARRIER

RW VA107 TYPE 26A

736A BARRIER

RW DW109 TYPE

SIDEWALK, SEE "ROAD PLANS"

CURB RAMP TO DEPRESSED

SEE NOTE 2

HA

UN

CH

NOTES:

2.

1.

MATCH BARRIER RAIL WIDTHHAUNCH WIDTH MUST

07-2159u4

�" = 1’-0" RSP

07 5LA,Ora 162244.3/44.4

0.0/1.5,1606

1-25-16

CALIFORNIA

STATE OF


STRUCTURE DESIGN


DESIGN BRANCH

UNIT:


DESIGN

DETAILS

QUANTITIES

CHECKED

CHECKED

CHECKEDBY

BY

BY

0 1 2 3

FILE => rwva107-d-sign.dgn

POST MILE

BRIDGE NO.

SHEET OF

US

ER

NA

ME

=>

s125624

DA

TE

PL

OT

TE

D

=>

28-J

AN-2016

TI

ME

PL

OT

TE

D

=>

12:39

REVISION DATES

FOR REDUCED PLANS





POST MILES SHEET

No.

TOTAL

SHEETS


DATEAPPROVALPLANS




RE

GIS

TE

RE

D

RP

OFESSIONAL

EN

GI

NE

ER

AINROFILACFO

ETA

T

S

No.

Exp.

CIVIL


11


3587

RW VA107

William D. Kemp

55730

12-31-16

Pauline Tong

12-13-11

RW LOL

A A

ELEVATION

SECTION A-A

#5

PEDESTAL

� SIGN

RW LOL

Notes:

Reinf

Ret WALL

Typ

2’-6"

NO SCALE

NO SCALE

2’-0"

#10 Tot 8

3

SIGN PEDESTAL DETAILS

#5 @ 6

#5 @ 61

2

6

#10

2’-0"

2’-0"

2’-0"

2’-0"

SEE "ROAD PLANS"

Retaining Wall.

construction Joint between Pedestal and

with Retaining Wall Conc. There shall be no

3. Conc for Pedestal shall be poured simultaneously

SIGN 10B

POST TYPE 8 NPS

FOR DETAILS,

2’-0"

6-10-13

Reinf

be adjusted to clear Retaining Wall

2. Vertical reinforcement on pedestal can

and Barrier Reinf shown

otherwise specified. Not all retaining wall

"RETAINING WALL TYPE 1 (CASE 1)" plan unless

1. Reinf shown is in addition to

Cipriano Manansala

Cipriano Manansala

Kamal ChankriaG. Reyes-Gutierrez

6-11-13

2’-6"

3" Clr

3-18-15

1.29

0715000160-1 07-2159u4

07 5LA,Ora 162244.3/44.4

0.0/1.5,1607

1-25-16

CALIFORNIA

STATE OF


STRUCTURE DESIGN


DESIGN BRANCH

UNIT:


DESIGN

DETAILS

QUANTITIES

CHECKED

CHECKED

CHECKEDBY

BY

BY

0 1 2 3

FILE => rwva107-e-arch.dgn

POST MILE

BRIDGE NO.

SHEET OF

US

ER

NA

ME

=>

s125624

DA

TE

PL

OT

TE

D

=>

28-J

AN-2016

TI

ME

PL

OT

TE

D

=>

12:39

REVISION DATES

FOR REDUCED PLANS





POST MILES SHEET

No.

TOTAL

SHEETS


DATEAPPROVALPLANS




RE

GIS

TE

RE

D

RP

OFESSIONAL

EN

GI

NE

ER

AINROFILACFO

ETA

T

S

No.

Exp.

CIVIL


11RETAINING WALL VA107

3587

RW VA107

William D. Kemp

55730

12-31-16

3-21-13 1-23-13 4-25-12

ARCHITECTURAL TREATMENT DETAILSJaime Ramirez

SECTION B-B

2"

DETAIL A

RW LOL

RW LOL

4

B

B

1’-2"

6"

11"

1’-2"

9"

4"

4"

2"

SEE ’DETAIL B’

3"

4"

DETAIL BNo Scale

TOP OF WALL

R=1’-

8�

" R=5"

R=1’-

8�

"

1’-2"

6"

8"

3"

1’-8"1’-8"

3’-4"

C

C

D

D

�"

NO SCALE

BARRIER

MOTIF

15^ BEVEL

15^ BEVEL

BARRIER

MOTIF

NO SCALE

NO SCALE

� OF BARRIER MOTIF

TYPE 26A Mod

FRACTURED

GRANITE

TEXTURE

SMOOTH

H. Javier Chavez Issac Tasabia

Issac Tasabia

6

SECTION C-C

SECTION D-D

ELEVATION - BARRIER MOTIF

End WALL

"RW DW109" PLANS


1�

"

Conc BARRIER

Conc,

SURFACE, Typ

SMOOTH Conc

TEXTURE, Typ

SPLIT SLATE

Approx FG

TEXTURE, Typ

SPLIT SLATE

TOP OF BARRIER, Typ

SEE ’DETAIL A’

1�

"1�

"

Typ

Typ

Approx FG

Beg WALL

TOP OF Ret WALL, Typ

TREATMENT, Typ

TOP OF ARCHITECTURAL

TREATMENT, Typ


Typ1�

"

1’-0"

1’-6"

"RW70" PLANS


TREATMENT

ARCHITECTURAL

BOTTOM OF

TEXTURE (Typ)GRANITEFRACTURED

TEXTURE, Typ

SPLIT SLATE

NO SCALE

NO SCALENO SCALE

TYPE 26A Mod

BARRIER

Conc

SEE ’DETAIL B’

TYPE 26A Mod

BARRIER

Conc

TEXTURE, TypGRANITEFRACTURED

APPROACH, Typ

TOP OF STRUCTURE

measured from RWLOL, Typical.

All Surface Relief and Texture shall be

Note:

1.29G. Reyes-Gutierrez Kamal Chonkria

RE

LIE

F

1"

Max

RE

LIE

F

�"

MI

N

NO SCALE

SECTION H-H

TOP OF BARRIER, Typ

TEXTURE

SLATE

SPLIT

NO SCALE

SPLIT SLATE TEXTURE

HH

MIRRORED ARCHITECTURAL TREATMENT

3-18-15

150^

0715000160-1 07-2159u4

07 5LA,Ora 162244.3/44.4

0.0/1.5,1608

1-25-16

CALIFORNIA

STATE OF


STRUCTURE DESIGN


DESIGN BRANCH

UNIT:


DESIGN

DETAILS

QUANTITIES

CHECKED

CHECKED

CHECKEDBY

BY

BY

0 1 2 3

FILE => rwva107-f-exc.dgn

POST MILE

BRIDGE NO.

SHEET

US

ER

NA

ME

=>

s125624

DA

TE

PL

OT

TE

D

=>

28-J

AN-2016

TI

ME

PL

OT

TE

D

=>

12:39

REVISION DATES

FOR REDUCED PLANS





POST MILES SHEET

No.

TOTAL

SHEETS


DATEAPPROVALPLANS




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) 3587

11Jaime Ramirez

4-25-130715000160-1

RW VA107

William D. Kemp

55730

12/31/16

5 6

1.29


5-20-13

G. Reyes-Gutierrez

NO SCALE

EMBANKMENT SURCHARGE

"ROAD PLANS"SURCHARGE, SEE

GP

VA

RIE

S

GP

RW VA107

STRUCTURE EXCAVATION

ROADWAY EXCAVATION

STRUCTURE BACKFILL

LEGEND:

GP - PLANNED GRADING PLANE

GP

GP

GP

GP

3’-0"

3’-0" 3’-0"

3’-0"

3’-0" 3’-0"

NO SCALE


EXCAVATION BACKFILL


OF

SEE "ROAD PLANS"TOP OF SURCHARGE

Yeo Yoon

FINISH SURFACE

Kamal Chonkria

Cipriano Manansala

Cipriano Manansala

3-18-15

07-2159u4

07 5LA,Ora 162244.3/44.4

0.0/1.5,1609

1-25-16

60

70

50

40

30

20

10

Elevati

on, feet

10

20

60

70

50

40

30

PROFILE VIEW



Elevati

on, feet

0 0

2 3 4 65 6 7 8 9 70

TO SANTA ANA

TO LOS ANGELES

160

4.9

R-09-222

EJ.JEON

PLAN

SCALE 1"=100’

"V

AL" LI

NE

RW

NO.

VA107

RETAINING WALL NO. VA107

100

67+00 68+00 69+00 70+00 71+00

RTE 5 (NEW)CL











BENCH MARKDIST COUNTY ROUTE

TOTAL PROJECT

POST MILES SHEET

No.

TOTAL

SHEETS


DATEAPPROVALPLANS

RE

GIS

TE

RE

D

RP

OFESSIONAL

EN

GI

NE

ER

AINROFILACFO

ETA

T

S

No.

Exp.

05/20/15

MICHAEL G. SMITH

2229

EGOTE

LACINHC

SANTA ANA, CA 92705


URS CORPORATION




1.29

1

100+00.0 "VAL" LINE

63+20.1 RTE 5 (NEW)

DATUM NAVD88

EASTING 1997613.893

NORTHING 542395.636





ELEVATION 65.915 FT

GPS 0887

1

2

3

4

105

6

7

66+00

R-09-222

Terminated at Elev 12.7’06-28-09

ASPHALT CONCRETE (6") over AGGREGATE BASE (8").

-very stiff; PP=2.5 tsf.

64.2’ 4.9

3

P

P

P

16

P

13

16

11

P

1.4

2.5

2.5

2.5

1.4

2.5

1.4

1.4

1.4

2.5 MPIC

MUCPI

MUU

M

MUUPI

SAND; PP=0.05 tsf.SANDY SILT (ML); very soft; dark greenish gray; moist; little fine

UW

UW

UW

UW

UW

SILT (ML); very soft; dark greenish gray; moist; PP=0.05 tsf.

SILT (ML); very stiff; olive brown; moist; PP=2.5 tsf.

RT

E 5 (

NE

W)

Sta 67

+85.1

626.2’

Rt

SILTY SAND (SM); medium dense; olive; dry; fine SAND; (ALLUVIUM).

-yellowish brown.

some fines.CLAYEY SAND (SC); medium dense; yellowish brown; moist; fine SAND;

C LCLAYEY SAND (SC); dry; (FILL).

PP=2.0 tsf.Lean CLAY (CL); very stiff; olive brown; moist; trace rootlets;

PP=1.5 tsf.Lean CLAY with SAND (CL); stiff; olive gray; moist; little SAND;


-hard; some fine SAND; PP>4.0 tsf.

"VAL" Line61.412’ Lt Sta 107+20.71

Begin RW VA107

End RW VA107

"VAL" Line59.593’ Lt Sta 107+69.15

Groundwater was not encountered.

72+00

5/12/15

DA

TE

PL

OT

TE

D

=>

28-J

AN-2016

TI

ME

PL

OT

TE

D

=>

12:39




FILE => rwva107-g-lotb.dgn

BRIDGE NO.

POST MILES




US

ER

NA

ME

=>

s125624

UNIT:


PREPARED FOR THE


PROJECT ENGINEER

F.MOTAMED

DESIGN OVERSIGHT

SIGN OFF DATE

DRAWN BY

CHECKED BY


DATE:




3658

07150001601


T.PANAH

03/31/16

RW VA107

6 6

07 LA,Ora 544.3/44.4

0.0/1.5,16221610

1-25-16

CALIFORNIA

STATE OF


STRUCTURE DESIGN


DESIGN BRANCH

UNIT:


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




0 1 2 3


TI

ME

PL

OT

TE

D

=>

DA

TE

PL

OT

TE

D

=>

28-J

AN-2016

s125624

US

ER

NA

ME

=>

RE

GIS

TE

RE

D

RP

OFESSIONAL

EN

GI

NE

ER

AINROFILACFO

ETA

T

S

No.

Exp.

CIVIL

SHEET OF

CONTRACT NO.:

REVISION DATES




3587

11

9-29-11

Anthony Valdez

107+00 +20 +40 +60 +80 108+00 +20

PLAN

DESIGN "H"

LENGTH

14’-0"

BARRIER

TOP OF

Ftg STEP

B3-5

Elev 62.17Elev 60.67

24’-0"

DATUM Elev 50.00

Elev 72.10

Sta 10+20.00

Elev 71.33

Sta 10+40.02

Elev 70.55

Sta 10+60.00

Elev 69.79

Sta 10+80.00

Elev 69.09

Sta 11+00.00

10+00 +20 +40 +60 +80 11+00 +20

N 2̂ 37’03.2" E

72’-0"

10’-0"

48’-0"

8’-0"

"VAL" LINE

Elev 66.72

End WALL

Sta 107+01.40

61.512’ RT "VAL" LINE

Sta 108+83.24

55.086’ RT "VAL" LINE

RW VA108 RETAINING WALL VA108

GENERAL PLAN

+40 +60 +80

+40 +60 +80

Elev 68.43

Sta 11+20.00

Elev 67.82

Sta 11+40.00

Elev 67.27

Sta 11+60.00

24’-0"

6’-0" 4’-0"

13’-11�"

96’-0" 85’-11�"

B0-3

3-1PLANE

WEAKENEDB0-3

3-2

B0-3

3-4

SHEET

WALL DETAILS"

"RETAINING

DRAIN, SEE

GEOCOMPOSITE

SEE, "ROAD PLANS"

CURB TYPE A2-8

LINE

"VAL"

RW LOL

6’-0" 1’-5�"

B11-51

B11-54

RW LOL

SEE "RW NF66" PLANS

FOR CONTINUATION,

N0^35’35.9"W

Approx OG

Approx FG= Approx FG

6-11-13

William D. Kemp

55730

12/31/16

RW LOL Sta 11+81.95 =

End WALL


Var

Var

ELEVATION

TOP OF WALL

TYPE 1 (CASE 1)

Ret WALL B3-1A



RSP

RSP

TUBULAR HAND RAILING

1

SHEET NO. TITLE


DETAIL NO.

NO SCALE

7

NO SCALE

SHEET

WALL DETAILS"

"RETAINING

DRAIN, SEE

GEOCOMPOSITE

DE

SI

GN "

H"

6’-0"

Var

RW LOL

WALL

TOP OFSIGNAL POLE

PEDESTRIAN

SEE "ROAD PLANS"

SIGNAL POLE

PEDESTRIAN

TYPICAL SECTION

PEDESTAL

Conc

INDEX TO PLANS

BARRIER MOTIF

TREATMENT

ARCHITECTURAL

TYPE 26A Mod

BARRIER

Conc

11+00

10+00

+20+40 +60 +80

+20 +40 +60 +80

Exp Jt

Elev 72.88

Beg WALL

Typ

WH,

Typ

Exp Jt,

DE

SI

GN "

H"

RW LOL Sta 10+00.0 =

Beg WALL

1.27

3-21-13



BO-3 BRIDGE DETAILS




RSP

RSP


STANDARD PLANS 2010






A10H LEGEND - ROCK

LOG OF TEST BORING SHEET 1 OF 1


BARRIER MOTIF DETAILS


RETAINING WALL DETAILS NO. 2


GENERAL PLAN

7

6

5

4

3

2

1

G. Reyes-Gutierrez

"VAL" LINE Sta 107+07.40

"RW LOL" Sta 10+06

SIGNAL PEDESTAL STRUCTURE

Ruperd WilsonRuperd Wilson Yeo Yoon

Seiji Morimoto

7-26-13

PEDESTAL SECTION

Ruperd Wilson Cipriano Manansala

3-18-15










QUANTITIES

SEE "ROAD PLANS"

DRAIN TYPE A,

SEE "ROAD PLANS"

DRAIN TYPE A,

(MODIFIED)

HANDRAILING

TUBULAR

0715000160-1 07-2159u4

RSP

RSP

1" = 10’-0"

1" = 10’-0"

RSP

07 5LA,Ora 162244.3/44.4

0.0/1.5,



1611

1-25-16

CALIFORNIA

STATE OF


STRUCTURE DESIGN


DESIGN BRANCH

UNIT:


DESIGN

DETAILS

QUANTITIES

CHECKED

CHECKED

CHECKEDBY

BY

BY

0 1 2 3

FILE => rwva108-b-retdt1.dgn

POST MILE

BRIDGE NO.

SHEET OF

US

ER

NA

ME

=>

s125624

DA

TE

PL

OT

TE

D

=>

28-J

AN-2016

TI

ME

PL

OT

TE

D

=>

12:39

REVISION DATES

FOR REDUCED PLANS





POST MILES SHEET

No.

TOTAL

SHEETS


DATEAPPROVALPLANS




RE

GIS

TE

RE

D

RP

OFESSIONAL

EN

GI

NE

ER

AINROFILACFO

ETA

T

S

No.

Exp.

CIVIL



0715000160-1

3587

8-29-11

Jaime Ramirez

RW VA108

6-13-13

William D. Kemp

55730

12/31/16

7-26-13 2 7


03-26-13

SECTION A-A

DETAIL F

SECTION C-C

SECTION B-B

RW LOL

RWBEGIN

PEDESTAL

"RW LOL" STA 10+06.0

"VAL" LINE STA 107+07.4

1’-5"

� PEDESTAL/POLE

A

A

NO SCALE

PARTIAL PLAN

NO SCALE

PARTIAL ELEVATION

WALLTOP OF

14’

SIGNAL POLE� PEDESTRIAN

RW VA108BEGIN

PEDESTALCONCRETE

Ruperd Wilson

DETAIL G

3’-0"

1’-2"

SIDEWALK

FG

2"Typ

1" CHAMFER

BARRIER MOTIF

3" Notch for

Reinf

RETAINING WALL

SEE "DETAIL F"

SEE "DETAIL G"

SIZE & SPACING

RET WALL Reinf,

USE ADJACENT

SEE "ROAD PLANS"

SIGNAL POLE

Typ

1" CHAMFER

RW LOL

2"

3"

2"

LI

MIT

OF

PE

DE

ST

AL

HO

OP

S

@ 6"

LI

MIT

OF

WA

LL

HO

OP

S

@ 6"

OC

5’-3"

WALL HOOPS

HOOPS

PEDESTAL

26A MODBARRIER TYPE

ANCHOR COVER

MIN 8�"

� Pedestal

� POLE

FACE OF WALLRW LOL

ANCHOR COVER

MIN. 10�"

ANCHOR COVER

MIN. 8�"

1’-7"

3’-4"

1’-8"

3’-3"

PEDESTAL

BEYOND LIMITS OF

BARRIER SIDEWALK

12’-0"

BEYOND PEDESTAL LIMITS

FACE OR Ret WALL

2"

Typ

2"

2"

2" Typ

3’-0"

REINF

SEE BARRIER

ANCHOR,Typ

#8 Tot 16

3’-0"

2’-8"

#5 @ 6

END Ret WALL

FACE OF WALL

Typ 1 ReinfRet WALL

#5 @ 6WALL HOOPS

#8 TOT 16

� POST

7’-4"

3’-8"

"C" BARS, Typ

BARRIER MOTIF

C C

B B

4

3 Concrete strength shall be achieved and wall backfilled

prior to installation of Sign structure/Pole.

NOTES:

1 For Reinforcing Steel not shown see "REVISED STANDARD PLANS

RETAINING WALL TYPE 1", B3-1A.

2 For base plate & Anchor Bolts, See "ROAD PLANS".

4 Match reinforcement & Footing size with adjacent wall Footing.

WA

LL

VA

RIE

S

HERE, Typ

VERTICAL REINF

STOP BARRIER

DETAIL DSEE

DETAIL D

Retaining Wall.

construction Joint between Pedestal and

with Retaining Wall Conc. There shall be no

5 Conc for Pedestal shall be poured simultaneously

1.27G. Reyes-Gutierrez Seiji Morimoto

Ruperd Wilson

Cipriano Manansala

2"

5"Clr

Clr

ANCHORAGE

BASE PLATE AND

FOR P0ST,

SEE "ROAD PLANS"

3-18-15

12’-0"

07-2159u4

�" = 1’-0"

�" = 1’-0"

�" = 1’-0"

�" = 1’-0"

�" = 1’-0"

�" = 1’-0"

07 5LA,Ora 162244.3/44.4

0.0/1.5,1612

1-25-16

CALIFORNIA

STATE OF


STRUCTURE DESIGN


DESIGN BRANCH

UNIT:


DESIGN

DETAILS

QUANTITIES

CHECKED

CHECKED

CHECKEDBY

BY

BY

0 1 2 3

FILE => rwva108-c-retdt2.dgn

POST MILE

BRIDGE NO.

SHEET OF

US

ER

NA

ME

=>

s125624

DA

TE

PL

OT

TE

D

=>

28-J

AN-2016

TI

ME

PL

OT

TE

D

=>

12:39

REVISION DATES

FOR REDUCED PLANS





POST MILES SHEET

No.

TOTAL

SHEETS


DATEAPPROVALPLANS




RE

GIS

TE

RE

D

RP

OFESSIONAL

EN

GI

NE

ER

AINROFILACFO

ETA

T

S

No.

Exp.

CIVIL



0715000160-1

3587

Jaime Ramirez

RW VA108

7-26-13

William D. Kemp

55730

12/31/16

6-13-13

A.

B.

C.

pipe as applicable.


NO SCALE

3"

-2%

3"

K K

Min

DRAIN

GEOCOMPOSITE

RETAINING WALL

ABUTMENT OR

BACKFACE OF

DRAIN

GEOCOMPOSITE

SEE NOTE B

CAP-Typ

WRAP AROUND

FILTER FABRIC

DRAIN

GEOCOMPOSITE

BOND TO

TOWARD WALL

LEVEL OR SLOPED

PERMEABLE BASE

CEMENT TREATED


BOND 6" TO WALL.

3"

Min

SEE NOTE B

PLASTIC PIPE.

3" SLOTTED

PLASTIC PIPE

3" UNSLOTTED

3’-0"

1’-0"

1’-0"











SHEET

POLYETHYLENE

NOTE A

SEE

NOTE B

SEE

DETAIL "D"

DETAIL "E"

4" Ø DRAIN

TEE CONNECTION

3 7

DETAIL "D"


WALL SECTION SECTION K-K

DETAIL "E"

10-22-12

Rupert Wilson

NOTES: (GEOCOMPOSITE DRAIN)

1.27 RETAINING WALL DETAILS NO. 2G. Reyes-Gutierrez Seiji Morimoto

Cipriano Manansala

Rupert Wilson

4"

5’-4"

1’-2"

shown see

Note: For details and reinforcement not

11

6"

END BLOCKBARRIER RAIL

1’-3"

#4

B11-54

FG

Approx

3-18-15

CONCRETE BARRIER TYPE 26A Mod

HAND RAIL

TUBULAR

� ELECTROLIER

� PARAPET=

� POST POCKET =

� TUBULAR POST =

1’-5"

END BLOCKVar @

12-5-13

3’-0 3/8"

07-2159u4

�" = 1’-0"

RSP

07 5LA,Ora 162244.3/44.4

0.0/1.5,1613

1-25-16

CALIFORNIA

STATE OF


STRUCTURE DESIGN


DESIGN BRANCH

UNIT:


DESIGN

DETAILS

QUANTITIES

CHECKED

CHECKED

CHECKEDBY

BY

BY

0 1 2 3

FILE => rwva108-g-arch1.dgn

POST MILE

BRIDGE NO.

SHEET OF

US

ER

NA

ME

=>

s125624

DA

TE

PL

OT

TE

D

=>

28-J

AN-2016

TI

ME

PL

OT

TE

D

=>

12:39

REVISION DATES

FOR REDUCED PLANS





POST MILES SHEET

No.

TOTAL

SHEETS


DATEAPPROVALPLANS RE

GIS

TE

RE

D

RP

OFESSIONAL

EN

GI

NE

ER

AINROFILACFO

ETA

T

S

No.

Exp.

CIVIL


11

completeness of scanned copies of this plan sheet.



William D. Kemp

55730

12/31/16


ARCHITECTURAL TREATMENT DETAILS 3587

RW VA108

End WALL

SECTION B-B

1’-0"

SEE "DETAIL A"

B

B

RW LOL

1’-6"

C

C

150^

NO SCALE

2"

RW LOL

DETAIL A

SECTION C-C

1’-6"

RW LOL

SEE "DETAIL A"

R = 25’-

0"

"BARRIER MOTIF DETAILS" sheet.

For Barrier Architectural details see

Note:

1’-0"

Typ

TEXTURE, Typ

SPLIT SLATE

TREATMENT, Typ


TEXTURE, Typ

SPLIT SLATE

TEXTURE, Typ

SPLIT SLATE

TEXTURE, Typ

SPLIT SLATE

Typ

BARRIER

TOP OF

SECTION A-A

RW LOL

DETAILS" SHEET

SEE "BARRIER MOTIF

BARRIEER MOTIF, Typ

TREATMENT

ARCHITECTURAL

Bot OF

BARRIER MOTIF

TREATMENT

ARCHITECTURAL

LIMITS OF PEDESTAL

PEDESTAL BEYOND

SIDEWALK AND

NO SCALE NO SCALE NO SCALE

SIDEWALK POLE

� PEDESTRIAN

A

A

SMOOTH Conc SURFACE

SURFACE, Typ

SMOOTH Conc

Approx FG SURFACE, Typ

SMOOTH Conc

SURFACE, Typ

SMOOTH Conc

TREATMENT, Typ

ARCHITECTURAL

Bot OF

Approx FG

FG

Approx

Beg WALL

H. Javier Chavez

Jaime Ramirez

1-10-13 4 7

1.27

TREATMENT

Bot OF ARCHITECTURALTREATMENT


G. Reyes-Gutierrez

2’-4"

1’-6"

6’-0" 30’-0"

NO SCALE

SECTION H-H

TEXTURE

SLATE

SPLIT

RE

LIE

F

1"

Max

RE

LIE

F

�"

MI

N

NO SCALE

SPLIT SLATE TEXTURE

HH

from RW LOL, Typ

All Surface Relief and Texture shall be measured

Note:

Isaac Tasabia

Isaac Tasabia

6-11-13

Seiji Morimoto

ELEVATION

TREATMENT, Typ

ARCHITECTURAL

TOP OF

BARRIER, Typ

TOP OF

7-26-13

DETAILS" SHEET

SEE "BARRIER MOTIF

BARRIER MOTIF, TypSEE DETAIL A

APPROACH, TypSTRUCTURE TOP OF

1’-6"

TREATMENT

ARCHITECTURAL

TOP OF

3-18-15

12-5-13

SEE "ROAD PLANS"

DRAIN TYPE A,

SEE "ROAD PLANS"

DRAIN TYPE A,SEE "ROAD PLANS"

DRAIN TYPE A,

0715000160-1 07-2159u4

�" = 1’-0"

07 5LA,Ora 162244.3/44.4

0.0/1.5,1614

1-25-16

CALIFORNIA

STATE OF


STRUCTURE DESIGN


DESIGN BRANCH

UNIT:


DESIGN

DETAILS

QUANTITIES

CHECKED

CHECKED

CHECKEDBY

BY

BY

0 1 2 3

FILE => rwva108-g-arch2.dgn

POST MILE

BRIDGE NO.

SHEET OF

US

ER

NA

ME

=>

s125624

DA

TE

PL

OT

TE

D

=>

28-J

AN-2016

TI

ME

PL

OT

TE

D

=>

12:39

REVISION DATES

FOR REDUCED PLANS





POST MILES SHEET

No.

TOTAL

SHEETS


DATEAPPROVALPLANS




RE

GIS

TE

RE

D

RP

OFESSIONAL

EN

GI

NE

ER

AINROFILACFO

ETA

T

S

No.

Exp.

CIVIL


11

R=1’-

8�

" R=5"

R=1’-

8�

"

1’-2"

6"

8"

3"

1’-8"1’-8"

3’-4"

C

C

D

D

1’-6"

R = 25’-0"

1’-2"

6"

11"

1’-2"

9"

4"

4"

2"

SEE ’DETAIL B’

3"

4"

DETAIL B

�"

NO SCALE

TOP OF WALL

Anthony Valdez

BARRIER MOTIF DETAILS

6-21-11 5 7

RW VA108

William D. Kemp

55730

12/31/16

3587

0715000160-1

SECTION C-CNO SCALE

NO SCALE

NO SCALE

NO SCALE

BARRIER

MOTIF

15^ BEVEL 15^ BEVEL

BARRIER

MOTIF

FRACTURED

GRANITE, Typ

FRACTURED

GRANITE

FRACTURED

GRANITE

TEXTURE


TYPE 26A Mod

SMOOTH


Issac Tasabia


SECTION D-D


BARRIER END DETAIL

1�

"

TYPE 26A Mod

Conc BARRIER

TYPE 26A Mod

Conc BARRIER TypTyp

1�

"

1�

"Conc BARRIER

Conc,

Typ

1�

"

1-11-13 3-21-13

1.27G. Reyes-Gutierrez Seiji Morimoto

TEXTURE

7-26-13

3-18-15

07-2159u4

07 5LA,Ora44.3/44.4

0.0/1.5,1615 1622

1-25-16

CALIFORNIA

STATE OF


STRUCTURE DESIGN


DESIGN BRANCH

UNIT:


DESIGN

DETAILS

QUANTITIES

CHECKED

CHECKED

CHECKEDBY

BY

BY

0 1 2 3

FILE => rwva108-u-exc.dgn

POST MILE

BRIDGE NO.

SHEET

US

ER

NA

ME

=>

s125624

DA

TE

PL

OT

TE

D

=>

28-J

AN-2016

TI

ME

PL

OT

TE

D

=>

12:39

REVISION DATES

FOR REDUCED PLANS





POST MILES SHEET

No.

TOTAL

SHEETS


DATEAPPROVALPLANS




RE

GIS

TE

RE

D

RP

OFESSIONAL

EN

GI

NE

ER

AINROFILACFO

ETA

T

S

No.

Exp.

CIVIL


11Jaime Ramirez

4-25-130715000160-1

RW VA108

William D. Kemp

55730

12/31/16

6 7

1.27


7-26-13

G. Reyes-Gutierrez

B. Kemp

B. Kemp

RW VA108

NO SCALE



GPFINISH SURFACE

VA

RIE

S

GPGP

RW VA107


ROADWAY EXCAVATION

STRUCTURE BACKFILL

LEGEND:


GP

GP

GP

GP

3’-0"

3’-0" 3’-0"3’-0"

3’-0" 3’-0"

NO SCALE


EXCAVATION BACKFILL


OF


Yeo Yoon

Seiji Morimoto

3-18-15

07-2159u4

07 5LA,Ora44.3/44.4

0.0/1.5,1616 1622

1-25-16

60

70

50

40

30

20

10

Elevati

on, feet

10

20

60

70

50

40

30

PROFILE VIEW



Elevati

on, feet

2 3 4 65 6 7 8 9 70

TO SANTA ANA

TO LOS ANGELES

160

4.9

R-09-222

EJ.JEON

PLAN

SCALE 1"=100’

"V

AL" LI

NE

100

RW

NO.

VA108


RTE 5 (NEW)CL











BENCH MARKDIST COUNTY ROUTE

TOTAL PROJECT

POST MILES SHEET

No.

TOTAL

SHEETS


DATEAPPROVALPLANS

RE

GIS

TE

RE

D

RP

OFESSIONAL

EN

GI

NE

ER

AINROFILACFO

ETA

T

S

No.

Exp.

05/20/15

MICHAEL G. SMITH

2229

EGOTE

LACINHC

SANTA ANA, CA 92705


URS CORPORATION




1.27

100+00.0 "VAL" LINE

63+20.1 RTE 5 (NEW)

66+00 67+00 68+00 69+00 70+00 71+00

1

DATUM NAVD88

EASTING 1997613.893

NORTHING 542395.636





ELEVATION 65.915 FT

GPS 0887

1

2

3

4

105

6

7

R-09-222

Terminated at Elev 12.7’06-28-09

ASPHALT CONCRETE (6") over AGGREGATE BASE (8").


64.2’ 4.9

3

P

P

P

16

P

13

16

11

P

1.4

2.5

2.5

2.5

1.4

2.5

1.4

1.4

1.4

2.5 MPIC

MUCPI

MUU

M

MUUPI

SAND; PP=0.05 tsf.SANDY SILT (ML); very soft; dark greenish gray; moist; little fine

UW

UW

UW

UW

UW

SILT (ML); very soft; dark greenish gray; moist; PP=0.05 tsf.

SILT (ML); very stiff; olive brown; moist; PP=2.5 tsf.

RT

E 5 (

NE

W)

Sta 67

+85.1

626.2’

Rt

SILTY SAND (SM); medium dense; olive; dry; fine SAND; (ALLUVIUM).

-yellowish brown.

C L

CLAYEY SAND (SC); yellowish brown; moist; fine SAND; some fines.

Begin RW VA108

End RW VA108

"VAL" Line61.51’ Rt Sta 107+01.40

"VAL" Line55.086’ Rt Sta 108+83.24

CLAYEY SAND (SC); dry; (FILL).

PP=2.0 tsf.Lean CLAY (CL); very stiff; olive brown; moist; trace rootlets;

PP=1.5 tsf.Lean CLAY with SAND (CL); stiff; olive gray; moist; little SAND;


-hard; some fine SAND; PP>4.0 tsf.

Groundwater was not encountered.

7

9

72+00

5/12/15

DA

TE

PL

OT

TE

D

=>

28-J

AN-2016

TI

ME

PL

OT

TE

D

=>

12:39




FILE => rwva108-v-lotb.dgn

BRIDGE NO.

POST MILES




US

ER

NA

ME

=>

s125624

UNIT:


PREPARED FOR THE


PROJECT ENGINEER

F.MOTAMED

DESIGN OVERSIGHT

SIGN OFF DATE

DRAWN BY

CHECKED BY


DATE:




3658

07150001601


T.PANAH

03/31/16

RW VA108

7 7

07 LA,Ora 544.3/44.4

0.0/1.5, 1617 1622

1-25-16

CALIFORNIA

STATE OF


STRUCTURE DESIGN


DESIGN BRANCH

UNIT:


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




0 1 2 3


TI

ME

PL

OT

TE

D

=>

DA

TE

PL

OT

TE

D

=>

28-J

AN-2016

s125624

US

ER

NA

ME

=>

RE

GIS

TE

RE

D

RP

OFESSIONAL

EN

GI

NE

ER

AINROFILACFO

ETA

T

S

No.

Exp.

CIVIL

SHEET OF

CONTRACT NO.:

REVISION DATES




3587

11

Yeo Yoon

9-20-11

INDEX TO PLANS

Jaime Ramirez

108+00 +20 +40 +60 +80 109+00 +20

PLAN

RW LOL

DESIGN "H"

LENGTH

8’-0"

BARRIER

TOP OF

WALL

TOP OF

Ftg STEP

B3-5

Elev 62.17

Elev 61.67

21’-9"

Elev 68.77

BEGIN WALL

Elev 59.35

DATUM Elev 50.00

Elev 68.06

Sta 10+20.00

Elev 67.48

Sta 10+40.00

Elev 66.96

Sta 10+60.00

Elev 66.48

Sta 10+80.00

10+00 +20 +40 +60 +80 11+00 +20

N 1̂ 33’31.5" E

24’-0"

6’-0" 4’-0"

"VAL" LINE

Elev 65.90

END WALL

Sta 108+14.35


Sta 109+20.92


PLANS"

See "ROAD

Approx FG

SHEET

WALL DETAILS"

"RETAINING

DRAIN, SEE

GEOCOMPOSITE

LINE

"VAL"

VA

RIE

S

B11-54

RW LOL

DE

SI

GN "

H"

TYPE 26A MOD

BARRIER

CONCRETE

VARIES

B11-51

No Scale


GENERAL PLAN

6’-0"1’-5"

B0-3

3-4 PLANE

WEAKENED B0-3

3-2

B0-3

3-1

7-26-13

SEE "RW DW108" PLANS

FOR CONTINUATION

N 0^35’35.9" W

6-11-13

1

RETAINING WALL DW 108

10+02.25 and Sta 10+06.52, see "ROAD PLANS"

Transition to Depressed Sidewalk between Sta

WILLIAM D. KEMP

55730

12/31/16

1

60’-10�"

45’-9" 60’-10�"

Elev 66.05

Sta 11

+00.00

MIRRORED ELEVATION

SHEET NO. TITLE

DETAIL NO.


RSP

RW LOL Sta 11+08.90 =

END WALL

RSP

NOTE:

1 5

Ruperd Wilson

Ruperd Wilson

TYPICAL SECTION

MOTIF

BARRIER

� Ftg

TREATMENT

ARCHITECTURAL

Exp Jt

Typ

WH,

Typ

Exp Jt,

+20+40 +60 +80 11+00

10+00

RAILING

TOP OF

CURB, SEE "ROAD PLANS"



BO-3 BRIDGE DETAILS




RSP

RSP


STANDARD PLANS 2010






A10H LEGEND - ROCK

Approx FG

1.30

3-21-13

(CASE 1)

TYPE 5

Ret WALL


B3-4A

RW LOL Sta 10+02.25 =

BEGIN WALL

LOG OF TEST BORINGS SHEET 1 OF 1




GENERAL PLAN

5

4

3

2

1

G. Reyes-Gutierrez

Yeo Yoon Ruperd Wilson

TOP OF WALL

Herman P.

3-18-15










QUANTITIES

B3-6 RETAINING WALL DETAILS No. 2

Inv Elev 61.68

B3-6

PROPOSED 12" Dia. RCP, SEE "ROAD PLANS"

UTILITY OPENING

1’-10" Dia

LOL 10+07.36

"VAL" LINE 108+19.45

(MODIFIED)

HANDRAILING

TUBULAR

0715000160-1 07-2159u4

RSP

RSP

RSP

1" = 10’-0"

1" = 10’-0"

07 5LA,Ora44.3/44.4

0.0/1.5,



1618 1622

1-25-16

CALIFORNIA

STATE OF


STRUCTURE DESIGN


DESIGN BRANCH

UNIT:


DESIGN

DETAILS

QUANTITIES

CHECKED

CHECKED

CHECKEDBY

BY

BY

0 1 2 3

FILE => rwva109-b-retdt.dgn

POST MILE

BRIDGE NO.

SHEET OF

US

ER

NA

ME

=>

s125624

DA

TE

PL

OT

TE

D

=>

28-J

AN-2016

TI

ME

PL

OT

TE

D

=>

12:39

REVISION DATES

FOR REDUCED PLANS





POST MILES SHEET

No.

TOTAL

SHEETS


DATEAPPROVALPLANS




RE

GIS

TE

RE

D

RP

OFESSIONAL

EN

GI

NE

ER

AINROFILACFO

ETA

T

S

No.

Exp.

CIVIL


11

A.

B.

C.

pipe as applicable.


NO SCALE

3"

-2%

3"

K K

Min

DRAIN

GEOCOMPOSITE

RETAINING WALL

ABUTMENT OR

BACKFACE OF

DRAIN

GEOCOMPOSITE

SEE NOTE B

CAP-Typ

WRAP AROUND

FILTER FABRIC

DRAIN

GEOCOMPOSITE

BOND TO

TOWARD WALL

LEVEL OR SLOPED

PERMEABLE BASE

CEMENT TREATED


BOND 6" TO WALL.

3"

Min

SEE NOTE B

PLASTIC PIPE.

3" SLOTTED

PLASTIC PIPE

3" UNSLOTTED

3’-0"

1’-0"

1’-0"











SHEET

POLYETHYLENE

NOTE A

SEE

NOTE B

SEE


0715000160-1

3587

8-29-11

Jaime Ramirez


RW VA109

7-26-13 3-21-13

William D. Kemp

55730

12/31/16

DETAIL "D"

DETAIL "E"

4" Ø DRAIN

TEE CONNECTION

2 5

Ruperd Wilson

Ruperd Wilson

WALL SECTION

DETAIL "D" DETAIL "E"

SECTION K-K


6-11-13

1.30

NO SCALE

BARRIER TRANSITION DETAIL

1’-5

"

1’-0"

not shown.

Architectural Treatment

Note:

(Mod) BARRIER

RW VA109 TYPE 26A

G. Reyes-Gutierrez

2’-3"RW VA109

Seiji Morimoto

736A BARRIER

RW DW108 TYPE

BATTERED FACE

SHOWN. MATCH TYPE 736A

26A Mod AT END AS

EXTEND BARRIER TYPE

NOTES: (Geocomposite Drain)

FG

Approx

3-18-15

1�

"2’-3"

4"

5’-4"

1’-2"

B11-54

11

6"

3’-0�

"

1’-5"

HAND RAIL

TUBULAR

CONCRETE BARRIER TYPE 26A MOD

Note: For details not shown see

� ELECTROLIER

� PARAPET=

� POST POCKET =

� TUBULAR POST =

BARRIER RAIL END BLOCK

#4 Tot 10 @ END BLOCK

1’-3"

Varies

VIEW A-ANO SCALE

#5 @ 18

2’-10"

6’-6"

TOP OF WALL

1’-0"

1

1

CONST JT

CONST JT

A

A

#5 @ 16

#6 @ 8

1’-3"

TOP OF SIDEWALK

SIDEWALK, SEE "ROAD PLANS"

CURB RAMP TO DEPRESSED

SEE NOTE 2

HA

UN

CH

TO THE END OF RETAINING WALL CORNERCURB RAMP CONSTRUCTION JOINTAPPLY DETAIL FROM THE BEGINNING OF

NOTES:

2.

1.

MATCH BARRIER RAIL WIDTHHAUNCH WIDTH MUST

07-2159u4

�" = 1’-0" RSP

07 5LA,Ora44.3/44.4

0.0/1.5,1619 1622

1-25-16

CALIFORNIA

STATE OF


STRUCTURE DESIGN


DESIGN BRANCH

UNIT:


DESIGN

DETAILS

QUANTITIES

CHECKED

CHECKED

CHECKEDBY

BY

BY

0 1 2 3

FILE => rwva109-c-arch.dgn

POST MILE

BRIDGE NO.

SHEET OF

US

ER

NA

ME

=>

s125624

DA

TE

PL

OT

TE

D

=>

28-J

AN-2016

TI

ME

PL

OT

TE

D

=>

12:39

REVISION DATES

FOR REDUCED PLANS





POST MILES SHEET

No.

TOTAL

SHEETS


DATEAPPROVALPLANS




RE

GIS

TE

RE

D

RP

OFESSIONAL

EN

GI

NE

ER

AINROFILACFO

ETA

T

S

No.

Exp.

CIVIL


11Jaime Ramirez

6-8-120715000160-1


William D. Kemp

55730

12/31/16

ARCHITECTURAL TREAMENT DETAILS

SEE "DETAIL A"

1’-0"

1’-6"

SECTION A-A

RW LOL


DETAIL A

RW LOL

3 5

NO SCALE

NO SCALE

NO SCALE

6-11-13 7-26-13

TEXTURE, Typ

SPLIT SLATE

Approx FG

TEXTURE, Typ

SPLIT SLATE

2"

SURFACE, Typ

SMOOTH Conc

R=1’-

8�

" R=5"

R=1’-

8�

"

1’-2"

6"

8"

3"

1’-8"1’-8"

3’-4"

1"

J

J

K

K

No Scale


FRACTURED

GRANITE

TEXTURE

SMOOTH

TYPICAL

TYPE 26A Mod

Conc BARRIER

Conc,


DETAIL ENo Scale

FRACTURED

GRANITE

A

A

4’-0"


1.30

3-21-13

Approx FG

shall be measured from RW LOL, Typ

All surface relief and texture

NOTE:

G. Reyes-Gutierrez

�"

1�

"

1"

1’-2"

6"

11"

4"

4"

2"

No Scale

15^ BEVEL

Typ

BARRIER

MOTIF

SECTION J-J

TYPE 26A Mod

Conc BARRIER

1"1’-2"

9"

No Scale

SEE ’DETAIL E’

3"

4"

15^ BEVEL

Typ

BARRIER

MOTIF

FRACTURED

GRANITE, Typ

SECTION K-K


TREATMENT, Typ

TREATMENT

ARCHITECTURAL

Bot OF WALL

TOP OF

TREATMENT, Typ

TEXTURE, Typ

SPLIT SLATE

WALL, Typ

RETAINING

TOP OF

Typ

BARRIER,

TOP OF

RE

LIE

F

1"

Max

RE

LIE

F

�"

MI

N

NO SCALE

SECTION H-H

TEXTURE

SLATE

SPLIT

NO SCALE

SPLIT SLATE TEXTURE

HH

TYPE 26A Mod

Conc BARRIER

DETAILS SHEET

SEE BARRIER MOTIF

BARRIER MOTIF

TREATMENT

ARCHITECTURAL

TOP OF

150^

ELEVATION

Herman P.

Issac Tasabia

3-18-15

SURFACE @ END BLOCK

SMOOTH Conc

End

WALL

07-2159u4

07 5LA,Ora44.3/44.4

0.0/1.5,1620 1622

1-25-16

CALIFORNIA

STATE OF


STRUCTURE DESIGN


DESIGN BRANCH

UNIT:


DESIGN

DETAILS

QUANTITIES

CHECKED

CHECKED

CHECKEDBY

BY

BY

0 1 2 3

FILE => rwva109-d-exc.dgn

POST MILE

BRIDGE NO.

SHEET

US

ER

NA

ME

=>

s125624

DA

TE

PL

OT

TE

D

=>

28-J

AN-2016

TI

ME

PL

OT

TE

D

=>

12:39

REVISION DATES

FOR REDUCED PLANS





POST MILES SHEET

No.

TOTAL

SHEETS


DATEAPPROVALPLANS




RE

GIS

TE

RE

D

RP

OFESSIONAL

EN

GI

NE

ER

AINROFILACFO

ETA

T

S

No.

Exp.

CIVIL


11Jaime Ramirez

4-25-130715000160-1

RW VA109

William D. Kemp

55730

12/31/16

4 5

1.30


G. Reyes-Gutierrez

B. Kemp

B. Kemp

RW VA108

NO SCALE



GPFINISH SURFACE

VA

RIE

S

GPGP

RW VA109


ROADWAY EXCAVATION

STRUCTURE BACKFILL

LEGEND:


GP

GP

GP

GP

3’-0"

3’-0" 3’-0"

3’-0"

3’-0" 3’-0"

NO SCALE


EXCAVATION BACKFILL


OF


Yeo Yoon

Herman P.

3-18-15

07-2159u4

07 5LA,Ora44.3/44.4

0.0/1.5,1621

1-25-16

1622

60

70

50

40

30

20

10

Elevati

on, feet

10

20

60

70

50

40

30

PROFILE VIEW



Elevati

on, feet

0

-10

-20

0

-10

-20

2 3 4 65 6 7 8 9 70

TO SANTA ANA

TO LOS ANGELES

160

EJ.JEON

PLAN

SCALE 1"=100’"V

AL" LI

NE

CPT-08-127


RW

NO.

VA109

100

9

1


POST MILES SHEET

No.

TOTAL

SHEETS


DATEAPPROVALPLANS

RE

GIS

TE

RE

D

RP

OFESSIONAL

EN

GI

NE

ER

AINROFILACFO

ETA

T

S

No.

Exp.

05/20/15

MICHAEL G. SMITH

2229

EGOTE

LACINHC

SANTA ANA, CA 92705


URS CORPORATION




1.30

RTE 5 (NEW)CL











BENCH MARK

100+00.0 "VAL" LINE

63+20.1 RTE 5 (NEW)

67+00 68+00 69+00 70+00 71+00 72+00

DATUM NAVD88

EASTING 1997613.893

NORTHING 542395.636





ELEVATION 65.915 FT

GPS 0887

1

2

3

4

105

6

7

8

CPT-08-127

10 8 6

Friction Ratio (%)

07-15-08

Tip Bearing (tsf)

4 300200100 4002 0 500

Terminated at EL.15.05’

65.05’

Hand Auger

RT

E 5(

NE

W)

Sta 68

+98.1

783.4’

Rt

C L

Begin RW VA109

"VAL" Line58.033’ Lt Sta 108+10.66

End RW VA109

"VAL" Line53.888’ Lt Sta 109+20.98

5/12/15

DA

TE

PL

OT

TE

D

=>

28-J

AN-2016

TI

ME

PL

OT

TE

D

=>

12:39




FILE => rwva109-z-lotb.dgn

BRIDGE NO.

POST MILES




US

ER

NA

ME

=>

s125624

UNIT:


PREPARED FOR THE


PROJECT ENGINEER

F.MOTAMED

DESIGN OVERSIGHT

SIGN OFF DATE

DRAWN BY

CHECKED BY


DATE:




3658

07150001601

LOG OF TEST BORINGS SHEET 1 OF 105/20/15

T.PANAH

07/15/08

03/31/16

RW VA109

5 5

07 LA,Ora 544.3/44.4

0.0/1.5, 1622

1-25-16

1622

11 california - caltransdot.ca.gov/hq/esc/oe/project_ads_addenda/07/07-2159u4/plans/07... ·...

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