REFERENCES

UTILITIES

INDEX TO PROJECT PLANS

DESCRIPTIONSH. NO.

LOS ANGELES BUREAU OF STREET LIGHTINGSTREET LIGHTS:

EXXON MOBIL OIL CORPORATIONOIL:

SANITATION DISTRICT OF LOS ANGELES COUNTYSEWER:

QWEST

SPRINT

AT&T

VERIZONTELEPHONE:

AT&T

TIME WARNERCABLE:

SOUTHERN CALIFORNIA GAS COMPANYGAS:

LOS ANGELES DEPARTMENT OF WATER AND POWERPOWER:

METROPOLITAN WATER DISTRICT

LOS ANGELES DEPARTMENT OF WATER AND POWER WATER:

GENERAL & RESURFACING PLAN

NOT TO SCALE

RESURFACING SCHEDULE

SYMBOL EXISTING PAVEMENT NEW PAVEMENT

ABBREVIATIONS

ABBREVIATION WORD OR WORDS WORD OR WORDSABBREVIATION

L

LOGS OF BORINGS10

LOGS OF BORINGS9

SINGLE RC BOX, STRUCTURAL SCHEDULE, NOTES AND DETAILS8

PENROSE LATERAL PLAN AND PROFILE7

PLAN AND PROFILE - STA. XX+XX TO STA. XX+XX.XX6

PLAN AND PROFILE - STA. XX+XX TO STA. XX+XX5

PLAN AND PROFILE - STA. X+XX TO STA. XX+XX4

PLAN AND PROFILE - STA. X+XX TO STA. X+XX.XX3

TYPICAL CONNECTOR PIPE PROFILE

GENERAL NOTES, INDEX TO STANDARD PLANS, AND 2

TITLE SHEET1

6-22-15

60% PLANS

Los Angeles County

The Information Shown Hereon is

PRELIMINARY

Unofficial and Subject to Change

Department of Public Works

TITLE SHEET

DRAINAGE SECTION STANDARDDESIGN DIVISION

1 4

12" AC 4" AC ON 8" CAB

HE

NR

Y K

AO

HE

NR

Y K

AO

FC

C0000001-S

HE

ET 1

DO

NN

A T

RA

N

PEN

DLE

TO

N

BURTON

ROSCOE

VIN

ED

ALE S

T.

ROSCOE

WETLANDS PARK

ROY M. SHAW

FAIR

AV

E.

ST.

ST.

ST.

BLVD.

DO

RA S

T.

GOSS S

T.

SAN FE

RN

AN

DO R

D.

PENR

OSE

LUD

DIN

GTO

N

FRWY

GOLDEN STATE

TUJ

UN

GA A

VE.

PENR

OSE ST.

TELFAIR A

VE.

ST.

ST.

TU

XFO

RD

TUXFORD DRAIN

EXIST.

SA

N F

ER

NA

ND

OST.

ST.

WESTERN SYSTEM)

(LATUNA BURBANK

CANTERA LATERAL

EXIST.

Flow

Flo

w

CANTARA

RD.

DESIGN DIVISIONDRAINAGE SECTION STANDARD

SH. 6

SH. 4

SH. 3

SH. 5

COUNTY OF LOS ANGELES

L

Inv.

Horiz.

Int.

GC

FL

Exist.

El.

EC

DWG

D/S

Dia.

CY

Const.

CLF

C

BM

AC

LENGTH

INVERT

HORIZONTAL

INTERSECTION

GRADE CHANGE

FLOW LINE

EXISTING

ELEVATION

END OF CURVE

DRAWING

DOWNSTREAM

DIAMETER

CUBIC YARD

CONSTRUCT, CONSTRUCTION

CORRUGATED METAL PIPE

CHAIN LINK FENCE

CENTER LINE

BENCH MARK

W

Vert.

U/S

Typ.

Std.

Sta.

St.

SWR

Spec.

SF

SD

S

RC

R/W

Pt.

MH

LACDPW

WIDTH

VERTICAL

UPSTREAM

TYPICAL

STANDARD

STATION

STREET

SANITARY SEWER

SPECIFICATIONS

SQUARE FOOT

STORM DRAIN

SLOPE

REINFORCED CONCRETE

RIGHT OF WAY

POINT

MANHOLE

DEPARTMENT OF PUBLIC WORKS

LOS ANGELES COUNT

PWLB XXXX, PG. XX-XX

PWFB XXXX, PG. XXX-XXXSURVEY FIELD NOTES:

LW=6

LW=2

LW=1

Arial, Ht=0.14"

Arial, Ht=0.125"

Underline LW=2Arial, Ht=0.2",

Underline LW=2Arial, Ht=0.14"

Arial, Ht=0.125"

Arial, Ht=0.125"

Arial, Ht=0.175

Arial, Ht=0.175

Underline LW=2Arial, Ht=0.2"

Underline LW=2Arial, Ht=0.14"

Arial, Ht=0.125

Arial, Ht=0.175"

Arial, Ht=0.125"

Arial, Ht=0.14"

Arial, Ht=0.3"

Arial, Ht=0.4"

Underline LW=2Arial, Ht=0.2"

Underline LW=2Arial, Ht=0.14"

Arial, Ht=0.125

Arial, Ht=0.24"

Arial, Ht=0.175"

COUNTY OF LOS ANGELES

DEPARTMENT OF PUBLIC WORKS

LOCATION MAP

MANHATTAN BEACH

ANGELES

ESTATES

PALOS VERDES

HERMOSA BEACH

RES.

CANYON

STONE

SANTA

LIN

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RESERVOIR

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CULVER CITY

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MOUNTAINS

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TH

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ELIZABETH

LAKE

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H

LAKE

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RES.

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110

TH

ELIZABETH

RD.

D

AVENUE

AVENUE

AVENUE

I

60

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ST.W

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AVENUE

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ST.E

ST.E

BE

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RD

165

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17

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N

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ANTELOPE

AVE. P

ST.

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14

0T

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T.E

ST.E

CO

UN

TY

G

J

TS-DF 12/10

THOMAS BROS. PG. 532-H1, J1, J2

LW=1

Arial, Ht = 0.1"

Arial, Ht = 0.5"

RESURFACING NOTES:

NO A

R

LIFO

E SS

N

F

RG

E

IFO C

LA

R

ILVCI

E

MAN S'REENIGN

E

EE

R

AI

N

E

*

NI

G

I

SUBMITTED

RECOMMENDED

OFDWG SHEET

TWO DAYS BEFORE YOU DIG

U AS

BY

COUNTY OF LOS ANGELES DEPARTMENT OF PUBLIC WORKS

DESCRIPTION

O

No. XXXXX

DATE

DATE JOBPROJECT ENGINEERREVISIONS

MK

BY

*

S

A

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D

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DATE

ASSISTANT DEPUTY DIRECTOR DATE

BY

DATE

DEPUTY DIRECTOR

E

P

APPROVED GAIL FARBER DIRECTOR OF PUBLIC WORKS

1-800-227-2600

CALL TOLL FREE

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DATE. TIME. FILE. $FILEL$$TIME$$DATE$

TRENCH WALL

AC PAVEMENT AND BASE FOR TRENCH RESURFACING SHALL EXTEND A MINIMUM OF 12 INCHES BEYOND THE 3.

SCHEDULE.

REMOVED TO A MINIMUM OF 2 FEET FROM THE PROPOSED STRUCTURE AND REPLACED PER THE RESURFACING

THE EXISTING PAVEMENT ADJACENT TO LOCAL DEPRESSIONS OR OTHER PROPOSED IMPROVEMENTS SHALL BE 2.

THE LIMITS OF EXCAVATION.

WITHIN THE LIMITS OF EXCAVATION. THE CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO PAVEMENT OUTSIDE

THE RESURFACING PLAN SHOWN ABOVE IS SCHEMATIC. PAVEMENT THICKNESSES SHOWN APPLY ONLY 1.

U

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DRAINAGE SECTION STANDARDDESIGN DIVISION

GENERAL NOTES, INDEX TO STANDARD PLANS,

AND STRUCTURAL NOTES

BREAK UNDER THE UTILITY.

THE UTILITY. AT LOCATIONS WHERE UTILITY CROSSINGS ARE MARKED , THE CONNECTOR PIPE GRADE WILL

AT LOCATIONS WHERE UTILITY CROSSINGS ARE MARKED , THE CONNECTOR PIPE GRADE WILL BREAK OVER

THE PARTICULAR UTILITY AT WHICH THE CHANGE IN GRADE OCCURS, IS NOTED ON THE PROJECT PLANS.

1. THE CHANGE IN GRADE OF THE CONNECTOR PIPE MAY OCCUR EITHER OVER OR UNDER AN EXISTING UTILITY.

UTILITIES.

PIPE CAN BE LAID ON A STRAIGHT GRADE FROM THE CATCH BASIN TO THE STORM DRAIN WITHOUT INTERFERENCE WITH

2. ON THOSE CONNECTOR PIPES WHERE CHANGE IN GRADE IS NOT INDICATED, IT IS ASSUMED THAT THE CONNECTOR

SO AS TO CLEAR THE UTILITY.

A UTILITY HAS BEEN DETERMINED, THE GRADE AND ALIGNMENT OF THE CONNECTOR PIPE WILL BE STAKED

OF UTILITIES, EXCEPT SANITARY SEWER, WHICH ARE MARKED OR . AFTER THE EXACT LOCATION OF

3. THE CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS TO DETERMINE THE EXACT LOCATION AND DEPTH

THAT OF EXISTING PIPE, USE CONCRETE COLLAR PER STD. PLAN 380-3

4. WHERE CONNECTOR PIPE HAS A GRADE CHANGE EXCEEDING 0.10 FT PER FT, OR DIFFERS IN DIAMETER FROM

NOTES

O

U

U O

NOT TO SCALE

Basin

Catch

Storm

Drain

Conduit

6008-1 MINIMUM PUBLIC SAFETY REQUIREMENT FOR OPEN EXCAVATIONS

6002-1 PORTABLE SECURITY FENCE FOR OPEN TRENCHES

3093-1 UNIFIED SOIL CLASSIFICATION SYSTEM

FOR SHORING OF EXCAVATIONS

3091-1 SAMPLE SHEET FOR USE AS A GUIDE IN PREPARING CALCULATIONS

3090-1 CRITERICA FOR THE DESIGN OF SHORING FOR EXCAVATIONS

3080-2 PIPE BEDDING IN TRENCHES

640-1 REINFORCED CONCRETE STAIRWAY

611-1 REINFORCED CONCRETE RETAINING WALL TYPE 2

606-1 METAL HAND RAILING

600-1 CHAIN LINK FENCE AND GATES

380-3 CONCRETE COLLAR FOR RCP 12" THROUGH 72"

332-1 JUNCTION STRUCTURE-PIPE TO PIPE {ID 24"}

308-1 MONOLITHIC CATCH BASIN CONNECTION

313-1 LOCAL DEPRERSSIONS AT CATCH BASIN

300-2 CURB OPENING CATCH BASINS

<

A77A METAL BEAM GUARD RAILING

INDEX TO STANDARD PLANS

TYPICAL CONNECTOR PIPE PROFILE

LACDPW

TITLESTD. PLAN

STD. PLAN TITLE

SPPWC

CALTRANS

GENERAL NOTES

1. NUMBERS IN CIRCLES INDICATE ITEMS UNDER WHICH PAYMENT WILL BE MADE.

2. NUMBERS AND LETTERS IN BRACKETS, SUCH AS [3] OR [A-3], IDENTIFY STRUCTURES FOR CONTRACT ADMINISTRATION PURPOSES.

3. ELEVATIONS SHOWN ARE IN FEET BASED ON L.A. COUNTY DPW RIVER QUAD 1995 ADJUSTMENT, NAVD 1988 DATUM.

4. STATIONS SHOWN ON THE PLANS ARE ALONG CENTER LINE OF CONDUIT OR ON A LINE NORMAL TO CENTER LINE OF CONDUIT.

UNLESS OTHERWISE SHOWN.

5. STATIONS AND INVERT ELEVATIONS OF PIPE INLETS SHOWN ON THE PROFILES ARE AT THE INSIDE FACE OF THE CONDUIT,

6. PIPE CONNECTIONS TO STORM DRAIN SHALL CONFORM TO SPPWC STANDARD PLAN 332-1 [OR] 334-1 UNLESS OTHERWISE SHOWN.

FIELD CONDITIONS.

INDICATED OTHERWISE. IN ALL CASES, THE EXACT LOCATIONS WILL BE DETERMINED IN THE FIELD BY THE ENGINEER TO MEET

IT IS INTENDED THAT SUCH JUNCTIONS BE LOCATED AT THE DOWNSTREAM ENDS OF THE CATCH BASINS, UNLESS SPECIFICALLY

9. LOCATIONS OF CATCH BASIN CONNECTOR PIPE JUNCTIONS WITH CATCH BASINS AS SHOWN ON THE DRAWINGS ARE SCHEMATIC.

D, AND 2 INCHES FOR CASES E, F, AND G, UNLESS OTHERWISE NOTED ON THE PROJECT DRAWINGS.

11. FOR LOCAL DEPRESSIONS, SPPWC STANDARD PLAN 313-1 SHALL BE USED. H SHALL EQUAL 4 INCHES FOR CASES A, B, C, AND

10. MONOLITHIC CATCH BASIN CONNECTIONS SHALL BE CONSTRUCTED, WHERE APPLICABLE, PER SPPWC STANDARD PLAN 308-1.

12. CURB FACE SHALL BE 8 INCHES AT THE ENDS OF LOCAL DEPRESSIONS WHERE THERE IS NO EXISTING CURB.

13. FOR CATCH BASINS WITHOUT LOCAL DEPRESSIONS, CURB FACE SHALL BE THAT OF ADJACENT CURB UNLESS OTHERWISE NOTED.

14. LOCATIONS SHOWN ON THE PLANS FOR EXISTING SANITARY SEWER HOUSE CONNECTIONS ARE APPROXIMATE ONLY.

PLAN 223-1[CITY OF LOS ANGELES STANDARD PLAN NO. S-111-0], AS APPLICABLE, UNLESS OTHERWISE SHOWN.

15. SANITARY SEWER HOUSE CONNECTION RECONSTRUCTION AND RECONNECTION SHALL BE IN ACCORDANCE WITH SPPWC STANDARD

WIDTH OF THE ENCASEMENT AND SHALL BE LENGTHENED TO FULLY SUPPORT THE ENCASEMENT.

AND A MINIMUM OF 6 INCHES ABOVE THE TOP OF THE SEWER. THE SUPPORT BEAM OR SUPPORT WALL SHALL BE WIDENED TO THE

BE ENCASED. THE ENCASEMENT SHALL BE A MINIMUM OF 6 INCHES WIDER ON EACH SIDE OF THE SEWER (O.D. PLUS 12 INCHES)

WITH SPPWC STANDARD PLAN 224-1. IN THE CASE OF SANITARY SEWER SUPPORTS PER CASES 1, 2 AND 4, THE SEWER SHALL

16. SANITARY SEWERS AND HOUSE CONNECTIONS CROSSING OVER THE STORM DRAIN TRENCH SHALL BE SUPPORTED IN ACCORDANCE

18. ALL EXISTING UTILITIES SHOWN ON THE PLANS ARE THE PROPERTY OF (APPLICABLE AGENCY), UNLESS OTHERWISE NOTED.

25. RIGHT OF WAY FENCING SHALL BE PLACED 6" INSIDE THE RIGHT OF WAY LINE.

THE DEPARTMENT.

MODIFIED, AND/OR PIPE OF ADDITIONAL STRENGTH SHALL BE PROVIDED. THE PROPOSED MODIFICATION SHALL BE APPROVED BY

FOR CASE III BEDDING, NOTES (A), (B), AND (C). IF THE "W" VALUE AT THE TOP OF THE PIPE IS EXCEEDED, THE BEDDING SHALL BE

PIPE WHICH SHALL BE CASE II BEDDING, UNLESS OTHERWISE SHOWN. "W" VALUES SHALL BE AS SPECIFIED ON STANDARD PLAN 3080

7. ALL PIPE IN OPEN TRENCH SHALL BE BEDDED ACCORDING TO LACDPW STANDARD PLAN 3080, CASE III, EXCEPT BELL AND SPIGOT

AS SPECIFIED ON LACDPW STANDARD PLAN 3080, NOTE 7.

THAN 1'-3", AND FOR PIPE 39 INCHES OR GREATER WHERE THE COVER IS LESS THAN 1'-0". THE CONCRETE BACKFILL SHALL BE

LESS THAN 2'-0", AROUND PIPE GREATER THAN 21 INCHES IN DIAMETER BUT LESS THAN 39 INCHES WHERE THE COVER IS LESS

8. CONCRETE BACKFILL SHALL BE PROVIDED AROUND PIPE 21 INCHES IN DIAMETER OR LESS WHERE THE COVER IS EQUAL TO OR

SPPWC STANDARD PLAN 225-1.

17. WHEN INDICATED ON THE PLANS, SANITARY SEWERS AND HOUSE CONNECTIONS SHALL BE PROTECTED IN ACCORDANCE WITH

CROSSING THE TRENCH SHALL BE TEMPORARILY SUPPORTED TO THE SATISFACTION OF THE OWNER.

19. EXISTING UTILITIES SHALL BE MAINTAINED IN PLACE BY THE CONTRACTOR, UNLESS OTHERWISE NOTED, AND ALL UTILITIES

WHERE SO INDICATED BY THE SYMBOL " ".

20. THE CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS TO DETERMINE THE DEPTH AND LOCATION OF EXISTING UTILITIES

STORM DRAIN CONDUIT AND APPURTENANT STRUCTURES.

AFFECTED UTILITY AT A LOCATION IN CLOSE PROXIMITY TO, BUT WHICH DOES NOT PHYSICALLY INTERFERE WITH, THE PROPOSED

21. UTILITIES DESIGNATED BY THE SYMBOL "*" WILL BE ABANDONED IN PLACE AND THE OWNER WILL INSTALL A NEW SECTION OF THE

STANDARD PLAN 224-1, UNLESS OTHERWISE INDICATED.

22. WHERE THE UTILITIES ARE INDICATED ON THE PLANS TO BE SUPPORTED, SAID SUPPORTS SHALL BE IN ACCORDANCE WITH SPPWC

SHALL BE CONSTRUCTED AT THE SAME ELEVATION AND LOCATION AS THE EXISTING IMPROVEMENTS, UNLESS OTHERWISE NOTED.

23. ALL RESURFACING, CURBS, GUTTERS, SIDEWALKS, DRIVEWAYS AND OTHER EXISTING IMPROVEMENTS TO BE RECONSTRUCTED

BE PROTECTED IN PLACE.

24. EXISTING TREES SHALL BE REMOVED ONLY IF SO DESIGNATED. THOSE TREES NOT INTERFERING WITH CONSTRUCTION SHALL

BY THE STATE OF CALIFORNIA.

26. THE WORK SHOWN ON THESE DRAWINGS REQUIRES THE PRIME CONTRACTOR TO HAVE A VALID CLASS A OR C42 LICENSE ISSUED

NOTED.

27. ALL FIELD BOOK REFERENCES ARE TO LOS ANGELES COUNTY DEPARTMENT OF PUBLIC WORKS FIELD BOOKS, UNLESS OTHERWISE

Underline LW=2Arial, Ht=0.2"

Arial, Ht=0.125"

Underline LW=2Arial, Ht=0.2"

Arial, Ht=0.125"

Arial, Ht=0.125"

Underline LW=2Arial, Ht=0.14"

Utility Utility

Existing grade

Indicated on drawings Indicated on drawings

Utility

E

MAN S'REENIGN

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PS-NOTES-DF 07/11

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DRAINAGE SECTION STANDARDDESIGN DIVISION

SCALE: 1" = 40'

PLAN

$TIME$$DATE$DATE. TIME. FILE. $FILEL$

PPS-DF 12/10

along of ConstructionExisting Street Surface

8" SWR Invert

HGL

Invert

VERT. 1"=

HOR. 1"=SCALE:

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CK

ER

SHEET OFJOB DWGDATE

COUNTY OF LOS ANGELES DEPARTMENT OF PUBLIC WORKS

DESCRIPTIONMK

PROJECT ENGINEER

DATE

REVISIONS

Seal End

4" G, 16' EW

6" W, 22' EW

8" SWR on Street

60'

30'

30'

10" SWR

50'

22'

35'

C ConstructionL

6'

L

C ConstructionL

60'

30' 30'

Exist. surface

C Norris Ave.

C Norris Ave.

No. XXXXX

FOSE

R

RE

AI

R

L

FO

AIS NO

LO

VI

IG

EN

N

CI

E

*

ET

A

P

T

R

N

GE

FACIL

D

E

*

S

RSI

ET E

MAN S'REENIGNE

M.T

ER

RE

LL

HE

NR

Y K

AO

HE

NR

Y K

AO

707+00 708+00 709+00 710+00 711+00 712+00 713+00 714+00

MA

TC

H

LI

NE

ST

A.

70

7+

00

SE

E

SH.

20

SE

E S

H. 20

MA

TC

H LIN

E S

TA. 707+00

L

MH 3

20

Sta 7

11+00.0

0

MH 3

20

Sta 7

08+00.0

0

870 870

880

870

860F

H

SL/P

B

GP

PP/P

B

WM(X

3)

GW

WM(X

2)

SL

WM

PP

WM

SL

PP

WM

WM

SL

GW

PP

SL

PP

FH

PB

WM(X

2)

WM

WV

SW

RM

H

WV

WV

SW

RM

H

GW/W

M

STA. 707+00 TO STA. 714+00

PLAN AND PROFILE

NORRIS LATERAL

PLAN

NORRIS LATERAL

MH 3

20

Sta 7

08+00.0

0

Sta 7

08+67

C L

Sta 7

10+85

CL

MH 3

20

Sta 7

11+00.0

0

C L

Sta 7

08+22

LD 313, Case E29'-18" RCP, 2500DCB 300, W=14', V=4.5'

LD 313, Case E29'-18" RCP, 2500DCB 300,W=14', V=4.5'

Sta 7

12+15

MH 322

Sta 713+69.31LC

FC

C0000001-S

HE

ET 3

LD 313, Case E29'-18" RCP, 2500DCB 300, W=14', V-4.5'

AVE.NORRIS

ST.

PE

ND

LE

TO

N

West P

L880

870

10" SW

RSupport

Sta 7

08+16

18" Inlet (E)

JS 3

31

El 8

61.73

Sta 7

08+53

18" Inlet (W

)

JS 3

31

El 8

60.09

S=.01522

S=.01851

Sta 7

10+71

18" Inlet (W

)

JS 3

31

El 867.2

8

Sta 7

12+02

18" Inlet (W

)

JS 3

31

Sta 7

13+60

18" Inlet (E)

JS 3

31

18" Inlet (E

)

El 872.39El 8

72.26

Sta 7

13+76.1

0

East P

L

4"

G

6"

W8" S

WR

42" R

CP

98' - 42" RCP 1900D 295' - 42" RCP 1900D 263' - 42" RCP 1900D

LD 313, Case E15'-18" RCP, 2500DCB 300, W=14', V=4.5'

LD 313, Case E15'-18" RCP, 2500D

CB 300, W=14', Vi=5.0', Vo=5.5'

LD 313, Case E14'-18" RCP, 2500DCB 300, W=14', V=4.5'

CROSS SECTIONSTA. 710+00.00

VERTICAL SCALE

DOUBLE

Q = 80 cfs

SCALES:VERT. 1"= 4'

HOR. 1"=20'

CB

18" 2.25'60°708+16

708+53 18" 2.25'

2.25'

STA. A

2.25'

2.25'18"

18"

18"

60°

60°

60°

60°713+60

712+02

710+71

JS 331

MH 322

CB

18" 2.5' 42"

1D

42"

2D Elev S

873.25

STATION A

60°713+68.31

WL'Y OF ECR & ±2.5 FT N'LY OF E.G.

NORRIS AVE & PENDELTON ST ±11 FT

ROAD NEAR S/EL'Y CORNER OF

FD MAG W & DPW WASH IN AC

LA CITY 1980

PT #532

BENCH MARK ELEV. 880.24

875

880

865

880

875

865

14'

C L

C L

MH 3

22

Sta 7

13+69.3

1

4'-42" RCP 1900D

Arial, Ht=0.125"

LW=1

Underline LW=2 Arial (Italics), Ht=0.2"

Underline LW=2 Arial (Italics), Ht=0.14"

Arial (Italics), Ht=0.125"

Arial (Italics), Ht=0.175"

Arial (Italics), Ht=0.2"

Arial, Ht=0.2"

Underline LW=2Arial, Ht=0.14"

Underline LW=2Arial, Ht=0.2"

Arial, Ht=0.125"

LW=0

8'

6'

LD 313, Case E29'-18" RCP, 2500D

CB 300, W=14', V=4.5'

CL

8'

40'

0 1005025

860

LW=0

708 709 710 711 712 713 714

Weir El. "W"

See table o

n S

h. 18

See table o

n S

h. 18

See table o

n S

h. 18

Varies (

Hs to H

s+9")

1 1/2"

Lap

16"

"Hp"

12"

2"

Lap

3'-0"

See table o

n S

h. 18

R 10", T

YP.

21"

TY

P.

TY

P.

Typ.

Typ.

Typ.

OVERFLOW STRUCTURE DETAILS

REINFORCED CONCRETE

DRAINAGE SECTION STANDARD

D5

D9

D4

D6

D10

60" RCP72" RCP or

DETAIL"D14"

BRACKET FRAME

16"6'-0"16" 16"30'-0"

REINFORCED CONCRETE OVERFLOW STRUCTURE

SCALE: 1" =2'-0"

26'-0"

16"

12'-0"

16"

24"

"HP"

"HP"

See table o

n S

h. 18

See table o

n S

h. 18

2'-3"

11'-4"16"

3'-0"

4'-4" 24"

5'-6"

16"26'-0"

16"

10"

R

15'-8"2 1/2

3"

TYP.

6'-0"

24"24"

2"

24"

2"

9"

"Hp"

"Hs"

21"

#5@12

3"

2 1/2"

NOTE: CLF and expanded metal cage is not shown for clarity

SECTION D4-D4

NOT TO SCALE

HE

NR

Y K

AO

HE

NR

Y K

AO

DO

NN

A T

RA

NF

CC

0000001-S

HE

ET 4

DESIGN DIVISION

SECTION D9-D9NOT TO SCALE

"Hw" + H

p"

2'-0"

2'-0" 2'-0"

5'-4"6'-0"

5'-8" 5'-8"

11'-4"

3'-0"

L

72" Dia.

or 60" D

ia.

6"

Typ.

24"

16"5'-0"16"

SECTION D6-D6

NOTE: CLF and expanded metal cage is not shown for clarity

NOT TO SCALE

21"24" 24"21"

2 1/2"

3"

5'L X 7'W450-C-2000Conc. Backfill

SECTION D5-D5

NOT TO SCALE

2"2"

1 1/2"

16"12'-0"16"

"Hw" + "

Hp"

24"

36"

RC

P2 1/2"

1 1/2"

6-#5

6" Min.

5'-0"

DETAIL "D17"

2'-6"

10"

R

6" Min.

3"

PS-DF 12/10

SEE SH. 20

PLAN

Std Plan 6005'H Clf per

Std. plan 635 (Typ.)Steel step per

Constr Jt

12'-0" Span#4@12 stirrup

Bend 24" into walls6-#6 bars

#5@12

#5@6

#5@9

#5@12

#5@6

#5@6

#5@12

#5@12

#6@6#5@12

on both faces#5@12

#5@12 inside face#6@6 outside face

into wallBend bars 18"

C of Symmetry

outside face

#5@24

on both faces#5@12

Typ. each face #6 diagnoal bars,

inside face#5@6

5@24

#5@6

#5@12

#5@6"

#5@12

#5@9"

Gate

See Sh. 19steel gratingsGalvanized 2" Chamfer, Typ.

#5@6

#5@12#5@12

#5@12#6@6

#6 Bottom bars#6@6

#5@12

2" Chamfer, Typ.

See Sh. 28metal cageExpanded

Constr. Jt.

See Sh. 20steel gratingsGalvanized

Constr. Jt.

bracketEMO wall

D9

D4

D10

D6

D5

C6x8.2

#5@12

#5@12 #5@6

#5@12

Grout fill

#5@6

#4@9"

#5@12

#5@6

#5@24

guideStem

#5@12

#6@6 #5@12

#5@12

#6@6

#6@6

#5@12

#6@6

2" Chamfer, Typ.

21" 24"

Var. (0" to 2

2")

24" 18"

18" into stubBend bars

$FILEL$DATE. TIME. FILE.$DATE$ $TIME$

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OFDWG SHEET

T

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P

JOB

DESCRIPTIONDATE

No. XXXXX

COUNTY OF LOS ANGELES DEPARTMENT OF PUBLIC WORKS

PROJECT ENGINEER DATEREVISIONS

MK

A

R

N

GE

LAFI

I

D

E

*

S

TS

RE

I

11'-4"

Arial, Ht=0.175"

(SH. 17)Arial, Ht=0.14"

Arial, Ht=0.14"

Arial, Ht=0.125"

LW=2

Underline LW=2Arial, Ht=0.2"

Underline LW=2Arial, Ht=0.14"

Underline LW=2Arial, Ht=0.14"

Arial, Ht=0.125"

LW=0

D11 D11 (SH. 20)