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Los Angeles County

Department of Public Works

Traffic and Lighting DivisionTraffic Signal Plan Drafting Gu-deVersion 2.0June 2012

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TABLE OF CONTENTS

Page

Introduction................................................................................................... 1

1.0 DRAFTING PRACTICES

1.1 Line Styles &Lettering Types ....................................................................... 11.2 Symbols ........................................................................................................21.3 Dimensions &Leader Lines .......................................................................... 21.4 Sample Plan Sheet ....................................................................................... 3

2.0 PLAN LAYOUT

2.1 Base Plan ..................................................................................................... 42.1.1 Plan Sheet.... ................................................................................................42.1.2 Scale .............................................................................................................42.1.3 North Arrow ...................................................................................................42.1.4 Intersection Orientation ................................................................................. 52.1.5 Title Block ..................................................................................................... 52.1.6 Signature Block .............................................................................................62.1.7 Engineer's Stamp .........................................................................................62.1.8 City Signature Block .....................................................................................62.1.9 State Signature Block ...................................................................................62.1.10 Extraordinary Maintenance/Force Account Revision Blocks .........................72.1.11 Plan Revision Block ......................................................................................72.1.12 Jurisdictional Percentiles ..............................................................................72.1.13 Phase Diagrams ...........................................................................................82.1.14 Pole Schedule ...............................................................................................82.1.15 Pole Location Detail ......................................................................................92.1.16 Miscellaneous Details ................................................................................. 102.1.17 Signal Operational Notes ............................................................................ 102.1.18 Construction Notes ..................................................................................... 102.1.19 General Notes ............................................................................................. 112.1.20 Thomas Guide Map Page ........................................................................... 112.1.21 Traffic Signal (T.S.) Revision Number ........................................................ 11

2.2 Existing Topography ................................................................................... 112.2.1 Symbols ......................................................................................................112.2.2 Signal &Lighting Equipment ....................................................................... 122.2.3 Conduit &Pull Boxes .................................................................................. 122.2.4 Signing, Striping, & Markings ...................................................................... 122.2.5 Near Surface Structures ............................................................................. 132.2.6 Underground Utilities .................................................................................. 132.2.7 Sidewalk &Driveways ................................................................................ 13

T-1

2.2.8 Crosswalks .................................................................................................132.2.9 Trees ..........................................................................................................132.2.10 Signal Service ............................................................................................. 142.2.11 Right-of-Way Lines and Jurisdictional Boundary Lines ............................... 14

3.0 FIELD CHECK

3.1 Roadway Parameters ................................................................................. 143.1.1 Roadway Geometry .................................................................................... 143.1.2 Striping &Pavement and Curb Markings .................................................... 143.1.3 Signs &Posted Speeds .............................................................................. 15

3.2 Signal &Lighting Equipment ....................................................................... 153.2.1 Signal Vehicle Heads .................................................................................. 153.2.2 Pedestrian Heads ....................................................................................... 153.2.3 Standards ...................................................................................................153.2.4 Pull-Boxes ..................................................................................................153.2.5 Conduit .......................................................................................................153.2.6 Pedestrian Push Buttons ............................................................................ 153.2.7 Street Name Signs ...................................................................................... 163.2.8 Controller Cabinet &Controller Type .......................................................... 163.2.9 Detection ....................................................................................................163.2.10 Street Lighting ............................................................................................. 16

3.3 Drainage .....................................................................................................163.4 Utilities ........................................................................................................163.5 Service ........................................................................................................163.6 Miscellaneous ............................................................................................. 17

5.0

4.0 RIGHT-OF-WAY REQUIREMENTS

Right of Way Requirements ........................................................................ 17

5.0 REFERENCE MATERIAL

Reference Material ................................................................... See Appendix

Appendix A — Striping &Utility Line StylesAppendix B — SymbolsAppendix C — Typical Construction NotesAppendix D — Typical General NotesAppendix E — Sample PlansAppendix F —Photo LocationsAppendix G — Signature BlocksAppendix H — Sample Pole Schedule

T-2

The following CADD drafting standards outline the general practices that shall beused in preparing Traffic Signal Plans for the Los Angeles County Department ofPublic Works. The purpose of the standards is to promote uniformity in thepreparation and drafting of these drawings. These standards are not intended tobe a source for design considerations. Sample plans will be utilized as areference for description purposes and acceptable quality of plan work isillustrated by the samples. All plans must be prepared using MicroStationversion v8i or higher.

1.0 DRAFTING PRACTICES

1.1 Line Styles and Lettering Types

Line Styles: Appendix A shows the recommended line styles,colors, and weights to be used.

➢ All existing equipment, signing, striping and markingsshall be shown dashed.

➢ All proposed equipment, signing, striping, and markingsshall be shown solid.

Lettering: Table 1 shows the recommended text format to be usedfor each text type.

➢ Use upper case lettering for all instructions to thecontractor.

➢ Information or notes not pertaining to work bycontractor shall be in lower case lettering.

➢ Lettering shall be oriented on the plan in such amanner to be readable from the lower right corner.

➢ Line Spacing should be, unless otherwise noted, atleast half of the height of the text that is being inserted.

1

Table-1

TYPE OF TEXT HEIGHT WIDTH FONT SLANT COLOR WEIGHT LEVEL

General Notes 0.1 0.1 Arial-151 0 2 2 55Construction Notes 0.1 0.1 Arial-151 0 2 2 55Street Names 0.25 0.25 Arial-151 0 6 4 11Call Outs 0.1 0.175 Arial-151 0 2 2 55City Boundaries 0.175 0.175 Arial-151 20 4 3 10

NOTE: All height and width values are given as a scale factor. Multiply the value by thedesired scale to calculate actual height.

1.2 Symbols: Appendix B shows the recommended standard symbolsto be used.

➢ All existing signal equipment shallY be shown as a thin,(weight = 1), dashed line.

➢ All proposed signal equipment shall be shown as a thick,(weight = 3), solid line.

1.3 Dimensions &Leader Lines

Dimensions: Straight lines shall be used for dimensions and shallbe referenced to fixed points (i.e., BCR's, curbs, etc.). Do notreference dimensions to any objects that can be removed orrelocated. Dimensions and text shall be oriented on the plan insuch a manner to be readable from the lower right corner.

Table-2 shows the typical items that require dimensions and howthey should be dimensioned:

E

Table-2

Item Dimension Reference PointStreet Widths Street Centerlines /Curb Face /

Edge of PavementR/W Widths Street Centerlines /Curb Face /

Edge of PavementLoop Locations BCR / ECR /Curb Face /

Edge of Pavement*Equipment Locations BCR / ECR /Curb Face /

Edge of PavementLane Lines Curb Face /Edge of Pavement /

Street Center Line /Along LaneLines

Curb Markings (i.e. Red Curb) BCR / ECR, Along Curb*Typically, pole locations are indicated in the pole schedule.

Leader Lines: Leader Lines shall be used to reference a notationor construction note to an object or item on the plan. Avoidcrossing leader lines with dimension lines and other leader lines.

Curved leader lines: Curved leader lines can be used to call outmore than one item at once. Use astraight-line bracket for noteswith two or more lines.

First LineSecond Line

3-point leader lines: A 3-point leader line can be used inconjunction with a construction note call out box.

3

Call out boxes: Call out boxes shall be 6 X 6 on a 20 scale andhave a number that references a Construction Note.

1.4 Sample Plan Sheet: Appendix E shows Sample Plans that will beused as a reference in the layout of a traffic signal plan and signingand striping plan throughout this manual.

3

2.0 PLAN LAYOUT

Before drafting is started on a traffic signal plan, it is necessary to make apreliminary evaluation of the arrangement of the intersection. The processof plan layout can best be described in the outline as shown in thissection. All of the elements should be considered while preparing a plan.The sample plan provided in Appendix E will show each item and theirrecommended locations. An electronic copy of each of the items can beobtained from the County.

2.1 Base Plan

2.1.1 Plan Sheet

All plans and traffic signal modification drawings shall beprepared on a 2 feet by 3 feet size sheet with minimum of 1"margin (See Appendix E- Sample Plans).

2.1.2 Scale

All traffic signal plans shall be drawn at a scale of 1" = 20'.

All traffic signal modification drawings shall be drawnproportionally, but may also be drawn at a scale of 1" = 20'.

2.1.3 North Arrow

The North arrow should be placed in the upper left-handcorner of the plan and to the right of the Signal PhaseDiagram. The north arrow shall point either straight up ortowards the left.

2.1.4 Intersection Orientation

The intersection should be centered on the plan sheet.Streets should be oriented on the plan in such a manner asto cause the north arrow to point up or towards the left. Themajor or main street should be placed horizontal on thesheet.

Show street center lines, street names, County-Cityboundaries, curb line (or edge of pavement if no curb isexisting or proposed), Right-of-Way lines, BCR, ECR, andexisting/proposed access ramps. Cross gutters and localdepressions shall be shown only if necessary to justifyproposed design, especially in placement of detector loops.

2.1.5 Title Block

Title Block shall be placed in the bottom right corner of plan.The Title Block should include all information as seen inFigure 2.1.A.

Figure 2.1.A

COUNTY OF LOS ANGELESDEPARTMENT OF PUBLIC WORKSTRAFFIC AND LIGHTING DIVISION

TRAFFIC SIGNAL PLAN

ARTERIAL STREETAT

MINOR STREETI/S X OF X I SHT X OF X I SCALE: 1" = 20' I T.S. XXXX

5

2.1.6 Signature Block

The Signature Block shall be placed directly to the left of theTitle Block as illustrated on the sample plans in Appendix E.The Signature Block should be in a format as shown inAppendix G. For plans prepared by a consultant, theconsultant shall also include their own signature block on theplan.

2.1.7 Engineer's Stamp

The Engineer's Stamp should be placed to the left of theSignature Block as illustrated on the sample plan inAppendix E. For plans prepared by a consultant, theconsultant shall also include their stamp on the plan.

2.1.8 City Signature Block

The City Signature Block should be placed directly below theSignature Block. The City Signature Block shall contain allof the information as shown in Figure 2.1.B.

Figure 2.1.B

APPROVED: CITY OF XYZ

BY: DATE:

Provide one signature block for each city having jurisdictionover the intersection.

2.1.9 State Signature Block

The State Signature Block should be placed to the right ofdesigner's name block at lower left corner. The StateSignature Block should consist of all the information as seenin Figure 2.1.C.

Figure 2.1.0

CALTRANS-TRAFFICREVIEWED BY REVIEWED BY REVIEWED BY DATE

2.1.10 Extraordinary Maintenance/Force Account RevisionBlocks

The EOM/FA signature block should be placed above theTitle Block. See Appendix G, Modification to an ExistingTraffic Signal Plan, Extraordinary Maintenance and ForceAccount revision blocks, for the signature blocks that shouldbe used.

2.1.11 Plan Revision Block

The Plan Revision Block should be placed at the bottom leftcorner of the plan, at a 90 degree angle to the border of theplan as illustrated on the sample plan in Appendix E. Theblock should consist of all the information as seen in Figure2.1.D.

Figure 2.1.D

Q ~ # PRQJECT CAD FILE NAME BATE BY REVISIONS

mm .y

o xo

y

<

m

Q

2.1.12 Jurisdictional Percentiles: Indicates the percentile of theCity's jurisdiction at an intersection.

Jurisdictional percentiles shall be placed above theSignature Block as illustrated on the sample plans inAppendix E.

7

2.1.13 Phase Diagrams: Phase ~ diagrams shall indicate theexisting and proposed operation of the traffic signal at theintersection.

The Phase Diagrams should be drawn as shown in figure2.1.E. The phase diagrams should be placed at the upperleft-hand corner of the plan and shall be labeled as eitherExisting or Proposed. If a change in operation isrecommended, both the existing and proposed phasediagrams should be shown. Pedestrian movements shall beindicated with a dashed line. Vehicle movements shall beindicated with a solid line with an arrow showing the directionof the movement.

Figure 2.1.E

EXISTING SIGNAL PHASE DIAGRAM

1 3 4~__~

~~

f

1i

5 6 7 8

_~ ~

~~---~

2.1.14 Pole Schedule: The Pole Schedule shows the inventory ofthe poles and pole equipment being used at an intersection.Each item shall be labeled whether it is Existing (E), New(N), or Relocated (R). When there is a majority of one typeof equipment (Existing, New, or Relocated), the followingcan be written below the pole schedule instead of labelingeach item: "All equipment is existing unless otherwisenoted."

All abbreviations or symbols used in the pole schedule shallbe identified below the pole schedule.

The Pole Schedule shall be placed at the lower-left of theplan as illustrated in the sample plan in Appendix E. Thepole schedule should be in the format as shown in Figure

0

2.1.F. Refer to Appendix H for a complete Sample PoleSchedule.

Figure 2.1.F

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~~~ ~~~~~~~~~~~~0~n~~~~~~~~~~~~~~m~~~~~~~~~~~~~~~~~m~~~a~~~~~~~~~~~~~~~m~~Ca7~~~~~~~~~~~~~~m~~I[Q]~~~~~~~~~~~~~~m~~Co]~~~~~~~~~~~~~~m~~Ca]~~~~~~~~~~~~~~m~~[ol~~~~~~~~~~~~~~m~~

2.1.15 Pole Location Detail: This detail supplements the poleschedule.

The Pole Location Detail should be placed next to the PoleSchedule as illustrated on the sample plan in Appendix E.The pole location detail is shown in figure 2.1.G.

Figure 2.1.G

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T!pP i]F GURB

—~~,~ n~~

N(]TE°E° +HALL BE 2'-~"

EJNLESS flTH€RWIS~ h![]TE[)_E

P~!LE L~JGATI!~N DETAIL(NL~ SCAL.E~

2.1.16 Miscellaneous Details

Other miscellaneous details such as median nose cutbacks(Figure 2.1.H), vehicle head configurations, and special signdetails should be placed at the upper-left side of the plan.

Figure 2.1.H

za

A~ SH43VYN

t)N PLA[V

~~__

~ ~4 ~_

F~'~CQNSTRUCT PAV~MEN7 ~8, BASE IN KIND TCl MAT!~H EXISTING

Gf}NSTRL~GT B" P.G.C.MEE3IAN ISt..Ah1D NtlSE("HYPE B-1~ WITH Gt1TfiEF!

EXITING fYIEDIA~M

BACK QF GR{}SS1A►ALK

REMOY~ RQRTIQN C!F

E7[I~TING RAISED MEaIANAND CONSTRlJCT A~PAVEMENT ANd BASEIfV KIh1D

~ETAI~ " "(fV~ SCALE}

2.1.17 Signal Operational Notes: These notes shall describe therecommended operation of the traffic signal.

Signal Operational notes should be placed directly beneaththe Existing and/or Proposed Signal Phase Diagram asillustrated on the sample plan in Appendix E.

2.1.18 Construction Notes: Construction Notes should be placedat the bottom right-hand side of the plan as illustrated on thesample plan in Appendix E.

Construction Notes shall be used to describe specific work tobe performed. All Construction Notes shall have a number

10

in a call out box assigned to the note and listed in numeric,sequential order under the Construction Notes heading.

Appendix C shows typical Construction Notes used by theCounty. These notes can be modified, or additional onescreated, to reflect the work to be performed.

2.1.19 General Notes: General Notes should be placed at theupper right-hand side of the plan as illustrated on the sampleplans in Appendix E.

General Notes shall be used to describe who will perform thenecessary work indicated in the Construction Notes. Also, itwill give specific instructions on how the work shall be doneand what equipment is to be used.

Appendix D shows typical General Notes used by theCounty. These notes can be modified, or additional onescreated, to reflect the work to be performed.

2.1.20 Thomas Guide Map Page

Thomas Guide page number and coordinates should beplaced at the lower left margin as illustrated on the sampleplans in Appendix E.

2.1.21 Traffic Signal (T.S.) Revision Number

All existing traffic signal plans that are modified, revised, orclouded shall show the sequential numerical revision number(R-x) after the T.S. number on the Title Block located on thelower right hand corner of the plan. See example inAppendix E — Sample Clouding T.S. Plan.

2.2 Existing Topography

2.2.1 Symbols

Appendix B shows the typical symbols used by the County.

11

2.2.2 Signal 8~ Lighting Equipment

Show all signal and lighting equipment. All 8" lenses, whichare not mounted on the signal mast arm, should be labeledon the plan. All arrow indications, i.e., 3-12" (RA, YA, GA),4-12"(R, Y, G, GA) or 5-12" (R, Y, G, YA, GA), should belabeled. (See Figure 2.1.1)

Figure 2.1.1

ALL 1" L~~1

~~c~~ Tt~ ~~~E)

2.2.3 Conduit ~ Pull Boxes

~ l~l4r►~ I~ ~, ~~

(NC~T TU SALE

All proposed and existing conduit sizes, #5 pull-boxes, andstreet lighting pull-boxes (slpb) shall be labeled.

Conductor Schedules are not required for intersections inCounty jurisdiction, however, other agencies may requirethem at shared intersections or 100% City intersections (thismay depend on who maintains the intersection). If required,the agency's guidelines for the conductor schedule mayneed to be followed.

2.2.4 Signing, Striping, &Markings

All existing and proposed signing, striping, and pavement &curb markings shall be shown and labeled in conformance

12

with County legend and abbreviations. See Appendix A forStriping Line Styles.

2.2.5 Near Surface Structures

Show all near-surface drainage structures that may affectthe installation or modification of signal and/or lightingequipment. These include box culverts, catch basins, watervalves, manholes, Edison vaults, and telephone vaults. Thevaults should be shown with the full subsurface dimensionwith surface access shown either square or round. Showstorm drain mains or laterals if they are in the area ofproposed conduits across roadway.

2.2.6 Underground and Overhead Utilities

Show and label all underground utilities, i.e., gasoline, oil,medium and high pressure gas lines, Edison undergroundand overhead lines, telephone ducts and cables, and/or anyutilities that may affect the location of our signal equipment.These utilities shall be called out as to size and company,and located on plan in their proper place with respect tocenterline, curb line, or property line. See Appendix A forUtility Line Styles.

2.2.7 Sidewalks ~ Driveways

Show all sidewalks and driveways near curb returns, signalstandards, and loop detectors.

2.2.8 Crosswalks

Label all yellow and thermo-plastic crosswalks.

2.2.9 Trees

Show trees if they require trimming to enhance the visibilityof the traffic signal.

13

2.2.10 Signal Service

Show location of service, service pole number, includingtelephone service, service conduit size, and pull box locationand size.

2.2.11 Right-of-Way (R/VV) Lines and Jurisdictional BoundaryLines

Show and label allLines on the plan.Appendix A.

3.0 FIELD CHECK

R/W lines and Jurisdictional BoundaryLine types shall be as indicated in

A field check should be conducted prior to preparing a traffic signal plan.The following list illustrates some, but not all, of the items that should bepicked-up on the field check. Photos should be taken of all approaches atthe locations indicated in Appendix F.

NOTE: All of the items listed below should be picked-up approximately400 feet on each approach of an arterial street and only 250 feet on eachapproach of a minor street.

3.1 Roadway Parameters

3.1.1 Roadway Geometry

Pick up all roadway widths, curb return radii, raisedpavement medians, RR tracks, access ramps, side walks,bus pads, bridge decks, driveways, alleys, and pavementtype (concrete or A.C.).

3.1.2 Striping 8~ Pavement and Curb Markings

Pick up all crosswalks (including location from BCR, widthand color), lane lines &lane widths, left turn pockets withlength, pavement markings including arrows, RR xings, red& yellow curbs, and no stopping anytime & no parkinganytime zones.

14

3.1.3 Signs ~ Posted Speeds

Pick up all warning, regulatory and guide signs; includingposted speeds on all approaches within 300 feet of theintersection.

3.2 Signal ~ Lighting Equipment

3.2.1 Signal Vehicle Heads

Pick up all vehicle head types (i.e. 3-section, 5-section),hoods, size &type of lenses (i.e. PV, LED, 12" arrow or ball,etc.), and terminal compartments.

3.2.2 Pedestrian Heads

Pick up all pedestrian head types and messages displayed.Indicate audible and substandard pedestrian signals whenpresent.

3.2.3 Standards

Pick up signal standard type and location from BCR, signalmast arm lengths, and luminaire mast arm lengths &wattage.

3.2.4 Pull-Boxes

Pick up type, size, and location.

3.2.5 Conduit

Pick up conduit size and approximate location.

3.2.6 Pedestrian Push Buttons

Pick up location and the phase which it serves.

15

3.2.7 Street Name Signs

Note whether the signs are illuminated or retro-reflective,internal or external, and pick up street names.

3.2.8 Controller Cabinet &Controller Type

When directed by the Agency, pick up cabinet inventorywhich includes type of cabinet & location of cabinet,controller model, signal phasing &operation, number ofI.L.D. sensor units, number of switch packs, number ofpedestrian isolation modules, type of modem, program type,interconnect type, and any other equipment located in thecontroller cabinet.

3.2.9 Detection

Pick up detection type, size, and location, phasedesignation, and number of detector lead-in cables.

3.2.10 Street Lighting

Show street lighting only within 300 feet of the intersection.

3.3 Drainage

Pick up box culverts, catch basins, gutter widths, cross gutters,local depression affecting ILDs, pressure pads, and manholesaffecting ILDs or conduit runs.

3.4 Utilities

Pick up power poles, hydrants, guy poles, water valves, watermeters, utility vaults, and hazardous overhead & undergroundutilities.

3.5 Service

Pick up service type &location, service conduit size &length,service point (pole number or vault), pull-box (location &size) invicinity of service point.

16

3.6 Miscellaneous

Pick up trees or other objects that may be in the line of sight of thetraffic signal.

4.0 RIGHT OF WAY REQUIREMENTS

Any need for additional right of way, other than what is existing, should bedetermined at this point in the design of the traffic signal.

A "permit" to enter, construct, and maintain traffic signal equipment andappurtenances should be obtained from railroad companies, publicutilities, County, and/or City properties and other long term entities.

Any easement for the same purposes as a "permit" should be obtained inall cases where there is a possibility the property needed may be sold toanother party. A "permit" becomes null and void with a change inownership.

Either a "permit" or easement shall be obtained before a project goes tocontract.

17

APPENDIX A

TRAFFIC AND LIGHTINGLINE STYLES

J ~ 2W O C7> J

LINESTYLE J o

EXIST SOLID ---------------------- EXSOL I D 8 Y 1

SOLID SOLIQ 15 C 3

EXIST LANE --- --- --- --- EXLANE $ Y 1

PROP LANE' — — -- — PROPLANE 9 C 3

EXIST LEAD I N ------------------------------ EXLEAD I N 21 M 3

PROP LEADIN LEADIN 22 G 5

EXIST CONDUIT ----------- CONDUIT 16 M 5

PROP CONDUIT ----------- CONDUIT 17 G 7

EXIST LANE EXTENSION----------------- EXLNEXT 8 Y 1

PROP LANE EXTENSION •- -- •- -- -• •- -- LNEXT 9 C 3

EXIST LANE DROP -- -- -- -- EXLNpROP 8 Y 1

PROP LANE DROP. – – – – LANEDROP 9 C 3

EXIST LANE EXTENSION o 0 0 0 0 0 0 EXLNEXTA 8 Y 1

PROP LANE EXTENSION • • • • • • LNEXTA 9 C 3

EXIST DOUBLE CENTER ______________________ EXDOUBLE 8 Y 1

PROP DOUBLE CENTER PROPDBL 9 C 3

EXIST PASSING ZONE -----------------=------- EXPASSZN S Y 1

PROP PASSING ZONE — — PASSZONE 9 C 3

LIGHTING DISTRICT— — — LG76DY 30 G 3

BOUNDARY

COMMON LIGHTING _ _ _ _ _ _ CLGTBDY31 Y 1

I STRC? BO! ~NDAF.Y

CE~~TER LINE —" '—"—'—CL[NE 35 G 3

GOtOR LEGEND.

R .RED G~ GREEN Y YELLOt+ BR•BRO`rN R/4t LINE R/W..6 B 6

B BLIP y SITE M FWGENTA

C Cyan Gft ~ GRar 0 ORanGE CITY BOUNDARY —" --• CITY 35 w 3

NO7 TO SCALE

A-1

APPENDIX A

UTILITY LAVE STYLES

W oLINESTYLE ~ O ~

CABLE TELEVISION LINES ` ' " ' " - " " " ' -' ' " ' " ' CABLE g Y ~

STORM DRAIN LINESDRAIN ~5 G 1

ELECTRICAL POWER LINES - ~ ~ ~ - - ~ ~ - ~ ~ - - " ' ELECTRIC 9 M 1

GASOLINE LINES ` - ' ' " ̀ - " " ' - FUEL 10 G 1

NATURAL GAS LINES " - " -" - - ' '~ GAS ~ 2 g ~

STREET LIGNT LINES '-"-'"---"------"----~ LIGHT 11 C 1

CRUDE OIL LINES '--~~----~-----~ ~~~ 13 R 1

PHONE LINES - ' " - '-" ' " - '-" " PHONE 14 M 1

SEWER LINES -""-'"- "̀""'" SEWER 16 M 1

WATERLINES "-------`-" WATER ~7 G 1

DOLOR LEGEND:

R =RED G =GREEN Y =YELLOW

o - 6LUE W = WMITE M = MAGENTA

C =CYAN GR =GRAY 0 a ORANGE

NOT TO SCALE

APPENDIX 6

PROPOSED EXISTINGSIGNAL AND LIGHTING CONDUIT

DETECTOR AND SERVICE CONDUIT

-- -~- -- -- - - -- STREET LIGHTING CONDUIT

~-~~ LOUVERED VISOR (LEFT ANGLE SHOWN -REVERSE FOR RIGHT ANGLE)

~ J TRAFFIC SIGNAL PULL BOX (PB)

a r ~ STREET LIGHTING PULL BOX (SLPB)L J

~~<~ CONTROLLER CABINET

J UNDERGROUND SERVICE CABINET

Q L~1 TRAFFIC SIGNAL POLE

~- < ~ -- VEHICLE SIGNAL HEAD WITH NO BACK PLATE I

~~ < ~ -- VEHICLE SIGNAL HEAD WITH BACK PLATE

; -+ ~ PROGRAMMED VISIBILITY VEHICLE HEAD~~ ~`~ '" (3-12" SECTIONS)

~i~ROW

Qj ~~ <'"~ ~ J ~

NI D CATIONS (REVERS DI R CTION OFARROW FOR LEFT OR RIGHT TURNS)

~/ ~ ~~'~~/L 1 J PEDESTRIAN SIGNAL HEAD

SIGNAL AND LUMINAIRE MAST ARMS WITH~-----~~ --{~ VEHICLE SIGNAL HEAD, 3-12" SECTIONS~ WITH BACK PLATE

C~7V

r -`,MAST ARM WITH VEHICLE SIGNAL HEAD,3-12" SECTIONS WITH BACK PLATE

C~7V

COUNTY OF LOS ANGELES DEPARTMENT OF PUBLIC WORKS

SYMBOLS SHEET 1 OF 3

APPENDIX B

PROPOSED EXISTING

~,~,~'.

-, ~ _ ~-~< ~-~~ T ~~ i~ ~ ~

y~ --fl:- ~ `'

~~ ~~ ~1L_`~._~

TRAFFIC SIGNAL POLE WITH VEHICLE SIGNAL IAND PEDESTRIAN HEADS

TRAFFIC SIGNAL POLE WITH LUMINAIREMAST ARM

RETRO-REFLECTIVE MAST ARM MOUNTEDSIGN

~x~~~~~~~

INTERNALLY ILLUMINATED MAST ARMMOUNTED SIGN

'" \O~ INDUCTIVE LOOP DETECTOR

~_~

1~~~ j BICYCLE LOOP DETECTOR

Imo_ ~ VIDEO DETECTION CAMERA

f~ ~ ~ i i i i-7

LLLLLQr~~~~~~~iiiiiiilL L G.L/~1~

VIDEO DETECTION ZONE

c. ~w.cr- WIRELESS RADIO ANTENNAv

~ ~,~C.,,~o ,~~,

FLASHING BEACON

MANHOLE

FIRE HYDRANT



APPENDIX B

PROPOSED EXISTING

TELEPHONE POLEY

O POWER POLE

STREET LIGHTING POLE

UTILITY VAULT

RAILROAD CROSSING SIGNAL

RAILROAD BEACON

E DEADMAN

e

GUY POLE

O OAK TREE

OTHER TREE



APPENDIX C:TYPICAL CONSTRUCTION NOTES

REUSE EXISTING TYPE 332 CABINET COMPLETE WITH TYPE 170 ATC/HC-11 CONTROLLER, LACO-4E PROGRAM, (#) 2-CHANNEL ILD SENSORUNITS, (#) PED ISOLATION MODULES, (#) SWITCH PACKS, (#) EVPREEMPTION MODULE(S), AND GPS UNIVERSAL TIME BASE UNIT ANDANTENNA.

C-1

AS SHOWN QN THE pLAi~. SEE SF'EC1AL PROVISIONS. RE-WIREWTERSECTIUN.

_~~d

REUSE EXISTING TYPE P C,~BINE~ C~~t1F~LETE WITH ASC>3S-210CONTROLLER, AND (#) SWITCH ~'AC~CS. INSTALL ECQNOLITEAUTOSCOPE VIDEO QETECTICJhJ SYSTEM OR EQUIVALENT, "D"GUNNECT(JR WTERFAC~ PANEL AND GA~~.E, (#} SWITCH PACKS, ANDGPS UNIVERSAL TIME BASE UNIT AfVD A~lTENNA. REMOVE (#) ILDSENSOR UNiT. REWIRE CONTROLLER C~,BIi~ET.

2❑ INSTALL LOOPS) AS SHOWN.

3~ PROTECT EXISTING LOOP WIRES.

SPLICE NEW LOOPS) TO EXISTING DLC.

INSTALL NEW (#) 2-PAIR DLC ('S) TO CONTROLLER CABINET. LENGTH OFEACH DLC IS AS SHOWN ON PLAN.

INSTALL VIDEO DETECTION CAMERA ON LUMINAIRE MAST ARM PERMANUFACTURER'S SPECIFICATIONS. SEE SPECIAL PROVISIONS.

7~ INSTALL "PVC CONDUIT. LENGTH IS AS SHOWN ON PLAN.

g❑ INSTALL 2-3" PVC CONDUIT. LENGTH IS AS SHOWN ON PLAN.

INSTALL 3' PVC CONDUIT PER SOUTHERN CALIFORNIA EDISON (SCE)SPECIFICATIONS. SEE GENERAL NOTE "X".

~0 INSTALL #_ PULL BOX AS SHOWN.

11 INTERCEPT EXISTING CONDUIT AND INSTALL NEW #_ PULL BOX ASSHOWN.

72 REMOVE EXISTING PULL BOX. INSTALL #_ PULL BOX.

13 REMOVE EXISTING PULL BOX AS SHOWN.

14 ABANDON EXISTING LOOPS AS SHOWN.

15 ABANDON. IF APPLIED TO CONDUIT, REMOVE CONDUCTORS.

16 INSTALL 3-12" LED VEHICLE HEAD (R, Y, G).

77 INSTALL 3-12" LED PROGRAMMED VISIBILITY HEAD (R, Y, G).

78 INSTALL 3-12" LED LOUVERED VEHICLE HEAD (R, Y, G).

C-2

19 INSTALL LOUVERS ON YELLOW AND RED LENSES.

20 REMOVE EXISTING VEHICLE HEAD. INSTALL NEW 3-12" LED VEHICLEHEAD (R,Y,G) ON EXISTING STANDARD AS SHOWN.

21 REMOVE EXISTING VEHICLE HEAD. INSTALL 5-12" LED VEHICLE HEAD (R,Y, G, YA, GA) ON EXISTING STANDARD AS SHOWN. SEE DETAIL "X".

22 REMOVE EXISTING VEHICLE HEAD. MODIFY SIGNAL MOUNTINGS ASNEEDED.

23 RELOCATE EXISTING VEHICLE HEAD AND/OR PEDESTRIAN HEAD ASSHOWN (SEE POLE SCHEDULE). MODIFY SIGNAL MOUNTINGS ASNEEDED.

24 ROTATE EXISTING VEHICLE HEAD AND CONNECT TO PHASE # ASINDICATED ON PLAN. MODIFY SIGNAL MOUNTINGS AS NEEDED.

25 INSTALL NEW PEDESTRIAN HEAD AS SHOWN.

26 RELOCATE EXISTING PEDESTRIAN HEAD AS SHOWN.

2~ ROTATE EXISTING PEDESTRIAN HEAD AND CONNECT TO PHASE # ASINDICATED ON PLAN. MODIFY SIGNAL MOUNTINGS AS NEEDED.

28 INSTALL PEDESTRIAN PUSH BUTTON ON EXISTING STANDARD. (SEEPOLE SCHEDULE).

29 INSTALL PEDESTRIAN PUSH BUTTON POST AND FOUNDATION. (SEEPOLE SCHEDULE).

3o REMOVE PEDESTRIAN PUSH BUTTON AND PLATE HOLE TO A SMOOTHFINISH.

31 REMOVE EXISTING TYPE STANDARD COMPLETE. REMOVE EXISTINGFOUNDATION. (SEE POLE SCHEDULE).

32 REMOVE EXISTING TYPE STANDARD COMPLETE. REMOVE EXISTINGFOUNDATION. INSTALL NEW TYPE STANDARD ON NEWFOUNDATION COMPLETE WITH EQUIPMENT AS SHOWN. RELOCATEEXISTING STREET NAME SIGN TO NEW POLE. (SEE POLE SCHEDULE).

33 INSTALL NEW TYPE STANDARD ON NEW FOUNDATION COMPLETEWITH NEW EQUIPMENT AS SHOWN (SEE POLE SCHEDULE).

34 CONSTRUCT CURB ACCESS RAMP PER CASE PER CALTRANSREVISED STANDARD PLAN RSP A88A.

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35 INSTALL SURFACE APPLIED DETECTABLE WARNING SURFACE PERCALTRANS REVISED SYANDARD PLAN RSP A88A.

REMOVE EXISTING CURB ACCESS RAMP AND REPLACE PAVEMENT INKIND.

36 REMOVE RADIO CORRECTED TIME BASE UNIT ANTENNA.

3~ RELOCATE EXISTING WIRELESS RADIO ANTENNA TO NEW STANDARD.SEE GENERAL NOTE "X".

38 RELOCATE EXISTING VIDEO DETECTION CAMERA TO NEW STANDARD.

39 REUSE EXISTING WIRELESS RADIO EQUIPMENT.

4o CUTBACK (OR EXTEND) MEDIAN NOSE. SEE DETAIL " ". RESTRIPECROSSWALK.

41 INSTALL TYPE III-BF ANODIZED ALUMINUM UNDERGROUND SERVICECOMPLETE WITH FOUNDATION PER COUNTY OF LOS ANGELES DPWSPECIFICATIONS (SEE SPECIAL PROVISIONS).

42 INSTALL NEW TYPE III-BF ANODIZED ALUMINUM UNDERGROUNDSERVICE CABINET PER CALTRANS STANDARD ES-2E COMPLETE WITH 1-120/240V, 2P MAIN CIRCUIT BREAKERS, 1-50A 120V, IP CIRCUITBREAKERS FOR TRAFFIC SIGNALS (METERED) AND 2-30A, 120V IPCIRCUIT BREAKERS (UNMETERED) FOR HIGHWAY SAFETY LIGHTS. (SEESPECIAL PROVISIONS)

43 REUSE EXISTING TYPE UNDERGROUND SERVICE CABINET.

44 REMOVE EXISTING SERVICE METER MOUNTED ON S.P. # (SERVICE POLENUMBER. CALL OUT SERVICE QUADRANT, IF KNOWN OR IF NEWSERVICE IS TO BE INSTALLED OR IF MODIFYING THE EXISTINGSERVICE). INSTALL TYPE III-BF ANODIZED ALUMINUM UNDERGROUNDSERVICE COMPLETE WITH FOUNDATION PER COUNTY OF LOS ANGELESDPW SPECIFICATIONS (SEE SPECIAL PROVISIONS).

45 CONTRACTOR SHALL COORDINATE WITH SOUTHERN CALIFORNIAEDISON THE REMOVAL OF EXISTING STREET LIGHTING POLE ANDFOUNDATION.

46 INSTALL S.L.P.B. WITHOUT BALLAST; REMOVE BALLAST.

4~ INSTALL CURB ACCESS RAMP WITH DETECTABLE WARNING SURFACEPER CALTRANS REVISED STANDARD PLAN RSP A88A CASE #. (SEESPECIAL PROVISIONS)

C-4

48 CONSTRUCT 4" P.C.C. WALK OR CONSTRUCT 2" A.C. WALK(APPROXIMATE AREA INDICATED IN SQUARE FEET AND THIS AREASHOWN HACHURED ON PLAN).

49 REMOVE; RELOCATE: REORIENT: REMOUNT; ABANDON; ADD BACKPLATE; REUSE; DISCONNECT.

5o TRIM TREE. (NOTE FOR EACH TREE)

51 INSTALL NEW SIGNS) ON EXISTING STANDARD AS SHOWN.

52 INSTALL SIGNS) ON NEW POST AS SHOWN.

53 INSTALL SIGNS) AS SHOWN.

54 REMOVE EXISTING SIGNS) AS SHOWN.

55 RELOCATE EXISTING SIGNS) AS SHOWN.

56 RELOCATE EXISTING STREET NAME SIGN. (SEE POLE SCHEDULE).

57 INSTALL "SOLID WHITE LINE. LENGTH IS AS SHOWN ON PLAN.

58 INSTALL DETAIL .LENGTH IS AS SHOWN ON PLAN.

59 INSTALL CROSSWALK.

6o INSTALL TYPE ARROW PER CALTRANS STANDARD PLAN.

61 INSTALL TYPE PAVEMENT MARKING.

62 INSTALL CURB. LENGTH IS AS SHOWN ON PLAN.

63 INSTALL "WHITE DIAGONAL LINES.

64 REPAINT EXISTING 12" YELLOW CROSSWALKS.

65 REMOVE CONFLICTING STRIPING, INCLUDES REMOVAL OF RAISEDPAVEMENT MARKERS.

66 REMOVE CONFLICTING PAVEMENT MARKING.

67 REMOVE EXISTING CURB.

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APPENDIX D:TYPICAL GENERAL NOTES

TRAFFIC SIGNAL PLANS:

TRAFFIC SIGNAL, LIGHTING, AND ELECTRICAL SYSTEMS SHALLCONFORM TO THE LOS ANGELES COUNTY STANDARDS WHICHINCLUDE THE STANDARD PLANS FOR PUBLIC WORKSCONSTRUCTION, 2006 EDITION, STANDARD SPECIFICATIONSFOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK), 2012EDITION, AND THE LOS ANGELES COUNTY DEPARTMENT OFPUBLIC WORKS TRAFFIC SIGNAL CONTROL EQUIPMENTSPECIFICATIONS, LATEST EDITION, UNLESS OTHERWISENOTED ON THE PLAN OR IN THE SPECIAL PROVISIONS.

TRAFFIC SIGNAL, LIGHTING, STR{PING A~1D MARKINGS SHALLCONFORM TO THE STATE OF CALIFORNIA DEPARTMENT OFTRANSPORTATION STANDARD SPECIFICATIONS - SECTION 86,2006 EDITION, AND STANDARD PLANS, 2006 EDITION, UNLESSOTHERWISE NQTED ON THE PLAN 4R SPECIAL PROVISIQNS.

2. ALL MATERIALS AND EQUIPMENT SHALL BE FURNISHED ANDINSTALLED BY THE CONTRACTOR, EXCEPT LACO-4EPROGRAM.

3. LACO-4E PROGRAM SHALL BE FURNISHED AND INSTALLED BYTHE AGENCY.

4. THE GPS UNIVERSAL TIME BASE UNIT AND ANTENNA SHALL BEMOUNTED PER MANUFACTURER'S GUIDELINES. THE GPSUNIVERSAL TIME BASE UNIT ANTENNA SHALL BE LOCATED ONTHE STREET SIDE OF THE TOP OF THE CONTROLLER CABINET.

5. ALL WIRING SHALL BE MARKED (TAGGED) WITHIN THECONTROLLER CABINET FOR PHASE IDENTIFICATION.

6. ALL SIGNAL EQUIPMENT SHALL BE WIRED IN ACCORDANCEWITH THE PROPOSED OR EXISTING SIGNAL PHASE DIAGRAM.

7. (XXXX) OR (X-X-XX FOR NEMA CONTROLLERS) INDICATES LOOPAND/OR VIDEO DETECTION ZONE ASSIGNMENT IN THECONTROLLER CABINET. EACH LOOP ASSIGNMENT SHALL HAVEA SEPARATE LEAD-IN CABLE TO THE CONTROLLER.

D-1

8. ALL LOOPS SHALL BE CENTERED IN THE MIDDLE OF THE LANEAND FRONT LOOPS SHALL BE PLACED BEHIND THE EDGE OFTHE CROSSWALK OR LIMIT LINE, UNLESS OTHERWISE NOTED.

9. ALL LOOPS SHALL BE ROUND (6' DIAMETER), UNLESSOTHERWISE NOTED.

10. TWO-PAIR DLC CABLE SHALL BE USED THROUGHOUT THEEXTENT OF THIS MODIFICATION UNLESS OTHERWISE NOTED.SEE SPECIAL PROVISIONS.

11. ~ INDICATES BICYCLE LOOP DETECTOR. SEE BICYCLE/VEHICLE LOOP DETECTOR INSTALLATION STANDARD PLAN INTHE SPECIAL PROVISIONS.

12. ,~, DENOTES PROPOSED QUEUE DETECTION.

13. ~ DENOTES EXISTING QUEUE DETECTION.

14. VIDEO DETECTION SYSTEM AND CAMERA SHALL BEFURNISHED AND INSTALLED BY THE CONTRACTOR.MANUFACTURER REPRESENTATIVE SHALL BE PRESENTDURING THE INSTALLATION OF THE VIDEO DETECTION SYSTEMAND CAMERA. SEE SPECIAL PROVISIONS.

15. VIDEO DETECTION SYSTEM TO BE ITERIS COMPLETE WITHVANTAGE EDGE 2 PROCESSOR OR EQUIVALENT, ITERIS EDGECONNECT MODULE, AND 17" RACK MOUNTED LCD MONITORDRAWER. MANUFACTURER REPRESENTATIVE SHALL BEPRESENT DURING THE INSTALLATION OF THE VIDEODETECTION SYSTEM. SEE SPECIAL PROVISIONS.

VIDE(J DETECTION SYSTEM TO BE EC~NOLITE AUTOSCOPEWITN RACK MOUNTED VIDEO PRQCESS~R UNITS OREQUIVALENT. MANUFACTURER REPRESENTATfVE SHALL BEPRESENT DURING THE INSTALLATION 4F THE VIDEODETECTION SYSTEM. SEE SPECIAL PROVISIONS.

16. ALL DETECTION ZONES SHALL BE CENTERED IN THE MIDDLEOF THE LANE AND FRONT DETECTION ZONES SHALL BEPLACED BEHIND THE EDGE OF THE CROSSWALK OR LIMIT LINE,UNLESS OTHERWISE NOTED.

D-2

17. DETECTORS AND/OR VIDEO DETECTION ZONES SHALL BEWIRED/RE-CONFIGURED PER DETECTOR ASSIGNMENTSSHOWN ON THIS PLAN.

18. ~ INDICATES PROPOSED VIDEO DETECTION ZONE.

19. ~ INDICATES VIDEO DETECTION CAMERA.

20. REMOVAL OR RELOCATION OF WIRELESS RADIO EQUIPMENTAND ANTENNA SHALL BE DONE BY THE AGENCY. CONTRACTORSHALL CONTACT MR. JEFF MAGALLANES AT (626) 458-1700 TEN(10) WORKING DAYS IN ADVANCE FOR COORDINATION.

21. CCTV CAMERA SHALL BE RELOCATED BY THE AGENCY.CONTRACTOR SHALL CONTACT MR. JEFF MAGALLANES AT(626) 458-1700 TEN (10) WORKING DAYS IN ADVANCE FORCOORDINATION.

22. ALL NEW PULL BOXES SHALL BE NO. 6, UNLESS SHOWNOTHERWISE.

23. ALL NEW UNDERGROUND CONDUIT SHALL BE SCHEDULE 80PVC, UNLESS OTHERWISE APPROVED BY THE ENGINEER.

24. ALL EXISTING CONDUITS SHALL BE REUSED UNLESSOTHERWISE NOTED OR APPROVED BY THE ENGINEER. ALLEXISTING INDIVIDUAL CONDUCTORS AFFECTED BY THEADDITION OF NEW CONDUCTORS AND/OR DLC'S SHALL BEREMOVED AND REPLACED WITH MULTI-CONDUCTOR CABLESUNLESS OTHERWISE NOTED OR APPROVED BY THE ENGINEER.

25. THREE-CONDUCTOR CABLE (3CSC), FIVE-CONDUCTOR CABLE(5CSC), AND TWELVE-CONDUCTOR CABLE (12CSC) SHALL BEINSTALLED IN LIEU OF INDIVIDUAL CONDUCTORS AND SHALLCONFORM TO SECTION 86-2.08D OF THE CALTRANS STANDARDSPECIFICATIONS FOR CONSTRUCTION OF LOCAL STREETSAND ROADS (LATEST EDITION), UNLESS OTHERWISE SPECIFIEDIN THE SPECIAL PROVISIONS. NO OTHER TRAFFIC SIGNAL (TS)MULTI CONDUCTOR CABLE WILL BE ACCEPTED UNLESSOTHERWISE APPROVED BY THE ENGINEER.

TWENTY EIGHT-C~NDUCTUR CABLE (28CSC) SHALL BEINSTALLED IN LIEU OF INDIVIDUAL CONDUCTORS RND SHALLCONFORM TO SECTION 86-2.08D OF THE CALTRANS STANDARDSPECIFICATIONS FAR CONSTRUCTION OF LOCAL STREETS

D-3

AND ROADS (LATEST EDITION), UNLESS C7THERWISE SPECIFIEDIN THE SPECIAL PREVISIONS, NO OTHER TRAFFIC SIGNAL (T5)MULTf C(7NDUCTOR CABLE WILL BE ACCEPTED UNLESSOTHERWISE APPROVED BY THE ENGfNEEf~

26. SIGNAL, LIGHTING, AND ELECTRICAL SYSTEMS SHALLCONFORM TO THE CITY OF SPECIFICATIONS ASOUTLINED IN THE SPECIAL PROVISIONS.

27. NEW VEHICLE HEADS SHALL BE 12" L.E.D. (LIGHT EMITTINGDIODE). VEHICLE HEADS PER LOS ANGELES COUNTY DPWSPECIFICATIONS. (SEE SPECIAL PROVISIONS).

28. NEW PEDESTRIAN HEADS SHALL BE L.E.D. (LIGHT EMITTINGDIODE). (SEE SPECIAL PROVISIONS).

29. ALL NEW PEDESTRIAN PUSH BUTTONS SHALL BE ADACOMPLIANT.

30. POLE LOCATIONS SHOWN HEREON ARE APPROXIMATE.PRECISE LOCATIONS SHALL BE ESTABLISHED IN THE FIELDAND VERIFIED BY THE PROJECT ENGINEER.

31. ALL NEW SIGNAL POLES WITH PEDESTRIAN PUSH BUTTONSSHALL BE INSTALLED NO FURTHER THAN 5 FEET FROM THEBACK OF CROSSWALK OR LIMIT LINE UNLESS OTHERWISENOTED.

32. THE CONTRACTOR SHALL ,MAINTAIN PROPER ADACLEARANCES AROUND ALL NEW POLES, CABINETS, OR ANYOTHER ABOVE-GROUND EQUIPMENT TO BE INSTALLED ASPART OF THIS PROJECT. ALL NEW POLES, CONDUIT, AND PULLBOXES SHALL BE INSTALLED OUTSIDE OF CURB ACCESSRAMPS.

33. ALL NEW CURB ACCESS RAMPS SHALL CONFORM TO THECALTRANS STANDARD PLANS AND SPECIFICATIONS, LATESTEDITION.

34. THE 3-INCH CONDUIT FROM THE EDISON PULL BOX TO THESERVICE CABINET SHALL BE INSTALLED PER SCE COMPANYREQUIREMENTS. FOR ELECTRICAL SERVICE CONNECTION,CALL SOUTHERN CALIFORNIA EDISON COMPANY, MR.AT APPLICABLE SERVICE CONNECTION, RISERCOSTS, AND CONSTRUCTION TAX SHALL BE PAID BY THECONTRACTOR.

D-4

35. THE CONTRACTOR SHALL CONTACT COUNTY OF LOS ANGELESSTREET LIGHTING SECTION AT (626) TO OBTAIN THEREQUIRED FORMS TO AUTHORIZE SOUTHERN CALIFORNIAEDISON TO RELOCATE AND/OR REMOVE INDICATED STREETLIGHTING PRIOR TO ENERGIZING THE TRAFFIC SIGNAL ANDHIGHWAY SAFETY LIGHTS. ALL COSTS ASSOCIATED WITH THESTREET LIGHT RELOCATION AND/OR REMOVAL SHALL BE PAIDBY THE CONTRACTOR. (APPLICABLE WHEN WITHIN COUNTYOF LOS ANGELES STREET LIGHTING DISTRICT).

36. THE CONTRACTOR SHALL COORDINATE THE REMOVAL OFSTREET LIGHT POLES WITH SCE COMPANY. FORCOORDINATION CALL THE SOUTHERN CALIFORNIA EDISONCOMPANY, MR. AT APPLICABLE SERVICECOSTS AND CONSTRUCTION TAX SHALL BE PAID BY THECONTRACTOR.

37. SERVICE POINT SHALL BE DESIGNATED BY THE UTILITYCOMPANY. THE CONTRACTOR SHALL INSTALL CONDUIT ANDCONDUCTORS TO THE DESIGNATED POLE AND INSTALL TYPE

SERVICE AT THE DESIGNATED LOCATION.

38. THE CONTACTOR SHALL CONTACT UNDERGROUND SERVICEALERT BY DIALING 811 (48) HOURS PRIOR TO ANY EXCAVATION.THE CONTRACTOR IS REQUIRED TO ASCERTAIN THE EXACTLOCATION OF THE UNDERGROUND FACILITIES PRIOR TODOING WORK THAT MAY DAMAGE OR INTERFERE WITH THEIRSERVICE.

39. FOR DISPOSITION OF SALVAGED MATERIALS, SEE SPECIALPROVISIONS.

40. EXACT LOCATION OF ALL SHOWN UTILITIES IS THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY.

41. ALL TRAFFIC LINES AND MARKINGS SHALL CONFORM TOCALTRANS STANDARD PLANS AND SPECIFICATIONS (LATESTEDITION).

42. ALL TRAFFIC LINES AND PAVEMENT MARKINGS SHALL BEINSTALLED WITH TWO-COAT PAINT, TAPE, OR THERMOPLASTICBY THE CONTRACTOR (OR AGENCY), UNLESS OTHERWISENOTED.

43. ALL CONFLICTING LINES AND MARKINGS SHALL BE REMOVEDBY WET SANDBLASTING AND INCLUDES REMOVAL OF RAISEDPAVEMENT MARKERS.

~~

44. PROPOSED CROSSWALK SHALL BE 13' UNLESS OTHERWISENOTED.

45. ALL NEW SIGNING SHALL CONFORM TO THE CALIFORNIAMANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, LATESTEDITION.

46. ALL SIGNING SHOWN HEREON SHALL BE INSTALLED,RELOCATED, OR REMOVED BY THE CONTRACTOR, UNLESSOTHERWISE NOTED.

47. CONTACT LOS ANGELES COUNTY DEPARTMENT OF PUBLICWORKS, TRAFFIC AND LIGHTING DIVISION, TRAFFIC SYSTEMSSECTION AT (626) 300-4709 ONE MONTH IN ADVANCE OFSIGNAL CONSTRUCTION TO COORDINATE SIGNAL TIMING ANDIMPLEMENTATION.

SIGNING AND STRIPING PLANS:

1. ALL TRAFFIC LINES AND PAVEMENT MARKINGS SHOWN SHALL BEINSTALLED WITH (TAPE, TWO-COAT PAINT, OR THERMOPLASTIC)BY THE CONTRACTOR (OR AGENCY), UNLESS OTHERWISENOTED.

2. ALL TRAFFIC LINES AND PAVEMENT MARKINGS SHALL CONFORMTO CALTRANS STANDARD PLANS AND SPECIFICATIONS (LATESTEDITION).

3. ALL CONFLICTING LINES AND MARKINGS SHALL BE REMOVED BYWET SANDBLASTING OR GRINDING (THEN PAINTED BLACK) ANDINCLUDES REMOVAL OF RAISED PAVEMENT MARKERS.

4. ALL TURN ARROW MARKINGS SHALL BE TYPE IV (L OR R) UNLESSOTHERWISE NOTED.

5. ALL LANE STRIPING AT INTERSECTION APPROACHES WITHOUTCROSSWALKS OR LIMIT LINES SHALL END 10 FEET FROM THEEXTENSION OF THE INTERSECTING CURB LINE

6. ALL LANE LINES AT INTERSECTION APPROACHES ANDDEPARTURES SHALL BEGIN AND END WITH 50 FEET OF 4-INCHSOLID WHITE LINE.

7. LANE WIDTHS SHALL BE MEASURED BETWEEN THE CENTERLINESOF EACH ADJACENT SINGLE OR DOUBLE STRIPE OR TOP OFCURB AS APPROPRIATE.

8. PROPOSED LIMIT LINE SHOULD BE INSTALLED AT A MINIMUM OF 4FEET BEHIND THE EXISTING CURB EXTENSION OR EDGE OFTRAVEL WAY (NO EXISTING CURB ACCESS RAMP). IN THE CASEOF INTERSECTION WITH CURB ACCESS RAMP, THE LIMIT LINESHALL BE PLACED BEHIND THE RAMP'S LANDING AREA, BUT INNO CASE GREATER THAN 30 FEET BACK.

9. EXISTING RAISED PAVEMENT MARKERS DAMAGED DURINGREMOVAL SHALL BE REPLACED BY THE CONTRACTOR.

10. ALL NEW SIGNING SHALL CONFORM TO THE CALIFORNIA MANUALON UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION.

11. ALL SIGNING SHOWN HEREON SHALL BE INSTALLED,RELOCATED, OR REMOVED BY THE CONTRACTOR, UNLESSOTHERWISE NOTED.

OR fF DONE BY THE AGENCY:

D-7

ALL SIGNING SHOWN HEREON SHALL BE INSTALLED,RELOCATED, OR REMUVED BY THE AGENCY, UNLESSOTHERWfSE NOTED.

12. ALL G7 SIGNS SHALL BE 18" HIGH AND HAVE 6" UPPERCASE AND 4'/2" LOWERCASE LETTERING UNLESS OTHERWISE SHOWN ONPLANS.

13. PROPOSED STRIPING BY THE AGENCY. (IF STRIPING DONE BYAGENCY)

14. SEE TRAFFIC SIGNAL PLAN FOR LOCATION OF CROSSWALKS ATSIGNALIZED INTERSECTIONS.

APPENDIX E -SAMPLE T.S. PLANGENERAL NOTES (CONTINUED)

15. NEW VEHICLE HEADS SHALL BE 12" L.E.D. (LIGHT EMITTING DIODE) VEHICLE HEADS PER LOS ANGELES

' EXISTING SIGNAL PHASE DIAGRAM COUNN DPW SPECIFICATIONS. (SEE SPECIAL PROVISIONS).

16 ALL NEW CURB ROMPS LINES AND MARKINGS SHALL CONFORM TO CALTRANS STANDARD PLANS ANDz___3 4.1 i;5 6 7 8

SPECIFICATIONS, LATEST EDITION.

17. ALL TRAFFlC LINES AND PAVEMENT MARKINGS SHOWN SHALL BE INSTALLED WITH iYVO-COAT PAINT BYTHE CONTRACTOR, UNLESS OTHERWISE NOTED. ~

18. ALL CONFLICTING LINES AND MARKINGS SHALL BE REMOVED BY WET SANDBLASTING AND INCLUDES ~ ~g~REMOVAL OF RAISED PAVEMENT MARKERS.

19. EXACT LOCATION OF ALL SHOWN UTILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY.

20. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT BV DIALING 811 X48) HOURS PRIOR w

PROPOSED SIGNAL PHASE DIAGRAM TO ANY EXCAVATION. THE CONTRACTORIS REDUIftED TO ASCERTAIN THE FJ(ACT LOCATION OFUNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MAY DAMAGE OR INTERFERE WITH THEIRSERVICE. ~/ ~

1 2~ —~ 3 4 1 1 L.I..,;! 1.5 6 7 8

DUMMY~ — . EX. R28(5) (CA) X~ ux~

OPERATION:~2 AND QB ON VEHICLE RECALL )()G(' 3~4 AND ¢B ON NON-LOCK AND TIME DELA7 FOR RIGHT TURNS BCR _ °~

~

2_

OVI 10 a

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ARTERIAL 9 ~ ~4 °~EX. R26(5)(CA)

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EX. R26(5)(CA) I / ~

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EX.R62

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(x~) !N ASSIGN LOOP Z ~ I u

J. ~ DESIGNATIONS_ _ m Z ___ ___ _'_ ___ , ___ I ___

—_—_ ____________~ ~ e

~ ~ ~4x 9 ~m : ~q A

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XXX'TO B,C.W.~ INDICATE LOCATION OF ADVANCE ~S P~B~ ~EX. 1"CEx. R.Cb. '~ —{ --

LOOPSTOI.L.ORB.C.W. ~ (Jgp

EX. R26(5) ACA) EX. R26(5) (CA) ~ O

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~o~ae~0~a~~~e~emmm~m[o~am~m~ae~m0memm~e~~o~~m~e~ae0vem~om~em~o~am~0~eo~e~mommoo~~o~am~~aae~m~maemme~~o~am~m~me~e0oemmee~~o~am~a~meme~meomeomALL EQUIPMENT IS EXISTING UNLESS OTHERWISE NOTED.

(N) = INDICATES NEW EQUIPMENT.

(R) =INDICATES RELOCATED EQUIPMENT. i0P OF OT

I.I. - INDICATES INTE RNALL7 ILLUMINATED STREET NAME SIGN. I—C 0~ W

R.R. - INDICATES RETRO-REFLECTIVE STREET NAME SIGN.

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ALL NEW SIGNAL POLES AND MAST ARMS SHALL BE PER CALTRANS STANDARD PLANS, 2006 EDITION.

ALL SIGNAL MOUNTINGS SHALL BE PER STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION 2012 EDITION.

eu+NOTE:

"E" SHALL BE 2'-6„FE UNLESS OTHERWISE NOTED.

POLE LOCATION DETAIL(NO SCALE)

THIS PLAN ACCURATE FOR PROPOSED WORK ONLY

r.~. xxx-xx

GENERAL NOTES1. TRAFFlC SIGNAL, LIGHTING, AND ELECTRICAL SHALL CONFORM TO THE LOS ANGELES COUNiY STANDARDS WHICH INCLUDE THE STANDARD PLANS FOR PUBLIC WORKS CONSTRl1CTION,

2006 EDITION, STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK), 2012 EDITION, AND THE LOS ANGELES COUNN DEPARTMENT OF PUBLIC WORKS TRAFFICSIGNAL CONTROL EQUIPMENT SPECIFICATIONS, LATEST EDITION, UNLESS OTHERWISE NOTED ON THE PLAN OR IN THE SPECIAL PROVISIONS.

~ 2. ALL MATERIALS AND EQUIPMENT SHALL BE FURNISHED AND INSTALLED BY THE CONTR4CTOR.

~ ~ 3. THE GPS UNIVERSAL TIME BASE UNIT AND ANTENNA SHALL BE MOUNTED PER MANUFACTURER'S GUIDELINES. THE GPS UNIVERSAL TIME BASE UNIT ANTENNA SHALL BE LOCATED ON~ THE STREET SIDE OF THE TOP OF THE CONTROLLER CABINET.

~ B,4. ALL WIRING SHALL BE MARKED (TAGGED) WITHIN THE CONTROLLER CABINET FOR PHASE IDENTIFICATION.

~ 30'~ 5. ALL SIGNAL EQUIPMENT SHALL BE WIRED IN ACCORDANCE WITH THE PROPOSED SIGNAL PHASE DIAGRAM.

6. (XXXX) INDICATES LOOP ASSIGNMENT IN 7HE CONTROLLER CABINET. EACH LOOP ASSIGNMENT SHALL HAVE A SEPARATE LEAD-IN CABLE TO THE CONTROLLER.

~ 7. ALL LOOPS SHALL BE CENTERED IN THE LANE AND FRONT LOOPS SHALL BE PLACED BEHIND THE EDGE OF CROSSWALK OR LIMIT LINE, UNLESS OTH Eft WISE NOTED.iB. ALL LOOPS SHALL BE ROUND (6' DIAMETER), UNLESS OTHERWISE NOTED.~ EX. R28(5) (CA)

~ 9. TWO PAIR DLC CABLE SHALL BE USED THROUGHOUT THE EXTENT OF THIS MODIFICATION UNLESS OTHERWISE NOTED. SEE SPECIAL PROVISIONS.

M~ 10. A INDICATES BICYCLE LOOP DETECTOR. SEE BICYCLE/VEHICLE LOOP DETECTOR INSTALLATION STANDARD PL4N IN THE SPECIAL PROVISIONS.

~ 11. ALL NEW PULL BOXES SHALL BE NO. 6 UNLESS SHOWN OTHERWISE.

j 2 RZ-1 (25)12. ALL NEW UNDERGROUND CONDUIT SHALL BE SCHEDULE 80 PVC, UNLESS OTHERWISE APPROVED BY THE ENGINEER.

~ 13. ALL EXISTING CONDUITS SHALL BE REUSED UNLESS OTHERWISE NOTED OR APPROVED BY THE ENGINEER. ALL EXISTING INDIVIDUAL CONDUCTORS AFFECTED BY THE ADDITION OF~ NEW CONDUCTORS AND/OR DLCS SHALL BE REMOVED AND REPLACED WITH MULTI-CONDUCTOR CABLES UNLESS OTHERWISE NOTED OR APPROVED BY THE ENGINEER.IN

ECR

EX 25" C ~ I 14. THREE-CONDUCTOR CABLE (3CSC), FIVE-CONDUCTOR CABLE (SCSC), AND TWELVE CONDUCTOR CABLE (12CSC) SHALL BE USED IN LIEU OF INDIVIDUAL CONDUCTORS AND SHALL~ O ~ CONFORM TO SECTION B6-2.OBD OF THE CALTRANS STANDARD SPECIFICATIONS FOR CONSTRUCTION OF LOCAL STREETS AND ROADS (LATEST EDITION), UNLESS OTHERWISE

~ z~~ ~ I SPECIFIED IN THE SPECIAL PROVISIONS. NO OTHER TRAFFIC SIGNAL (TS) MULTI-CONDUCTOR CABLE WILL BE ACCEPTED UNLESS OTHERWISE APPROVED BY THE ENGINEER.9

~~ ~° ~ 4 STREET ~, ~TOB~wm O EX. R26(S) (CA) EX. R26(5) (CA)

-- 8 b ~5_ ~ I ~ I ^P ~EXJiC I ~i \~ I P.P.

11 12 ~6 ~ ~. R.Cb.,1, K

LABEL ALL LOOPS ~ ~ ~ ~ IN ___

N OTHER THAN 6'X6' I I ----------- --- --- --- ---

~ ~ Z ~ ~ J ~x~c~c>_ N

(%XXX)~ ~ ~ ~~G G G G G G

EX. R6-2

N INDICATE SIZE OF I I 3 %%X'

EXISTING CONDUITL------------~g ~~t_ --- --- --- --- --- --- --- ° - ---

~ I ~~~ca°c

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u I ~T Fx. R.Cb. ~'~~,,tB ~

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ii

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18

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R/W

INDICATE TYPE OF SERVICEAND LOCATION.

6P ex2°c I ~"~ I I ~~~ ~

rj ~0 EX. R26(5) (CA) E%. R26(S) (CA)RNVW~

O9BCR __J

CONSTRUCTION NOTES3 )cX)c

REUSE EXISTING TYPE 332 CABINET COMPLETE WITH TYPE 170 ATC/HC-11 CONTROLLER, LACO-0E PROGRAM, (2) 2-CHANNEL ILA SENSOR UNITS,INDICATE LENGTH OF DLC (~) pED ISOLATION MODULE AND (4) SWITCH ?ACKS. INSTALL (4) 2 CHANNEL LLD SENSOR UNITS, GPS UNIVERSAL TIME BASE UNIT AND ANTENNA.TO THE CONTROLLER. REWIRE CONTROLLER CABINET.

~ INSTALL LOOPS AS SHOWN.EX. R28(S) (CA)

O3 INSTALL (1) NEW 2-PAIR DLC TO THE CONTROLLER CABINET, LENGTH OF EACH DLC IS AS SHOWN ON THE PLAN.

~ • O ABANDON EXISTING LOOP.

• ~ O INSTALL 2" PVC CONDUIT. LENGTH IS AS SHOWN ON PLAN.

O6 INSTALL #S PULL BOX AS SHOWN.

~7 REMOVE EXISTING PULL BOX ANA INSTALL NEW PULL BOX AS SHOWN.

Know what~S ~~IOW. ~ REMOVE EXISTING 3-8"VEHICLE HEAD COMPLETE IMTH MOUNTING. INSTALL NEW 3-12" (R,Y,G) L.E.D. VEHICLE HEAD WITH NEW MOUNTING ON

Cal I before dig.EJCISTING STANDARD.

you9

~ INSTALL CURB ACCESS RAMP WITH DETECTABLE WARNING SURFACE PER CALTR4NS REVISED STANDARD PLAN RSP ABBA, CASE A.(SEE SPECIAL PROVISIONS),

10 REMOVE EXISTING ACCESS ROMP.

11 INSTALL 12"WHITE STRIPING. ~2 REMOVE EXIST STRIPING BY WET SANDBLASTING.CONSULTANT LOGO ANDCOMPANY INFORMATION

SUBMITTED: COUN7V OF LOS ANGELES

EX. TYPE A-2 SERVICE ON 100% CITY OF XXXXXXXXP. P. 1086885E

PREPARED BY: RECOMMENDED: COUNTY OF LOS ANGELES COUNTY OF LOS ANGELES

TN LTRANSPORTATION ENGINEERS` BY: DA7E DEPARTMENT OF PUBLIC WORKe~`~~<

f~~ CONSULTING ~+PPROVED' CITY OF %%XXX)CXXTRAFFIC AND LIGHTING DIVISION

~ TRAFFIC SIGNAL PLANQ. ~. ~ ~ ALHAMBRA CAO918 2V1460

BY: °ATE—gRTERIAL STREET

(626) 300-4774 FAX (626) 3004736 ATC 1 V I L~,~ "~

W1MN.XYZCOM PROJECT ID NO. TSMXXXXX)CX MINOR STREET°F ̀ PCA NO. XXXXX)OCX

xxxx xxxx a.c-e. No. xxxx DATE I/5 X OF X SHT X OF X SCALE: 1" = 20' T.S. X

IRI-1) ~ ~ ~'

j RIGHT] ~ it jj 'i TURN ~. ~ 31' I"-I DNLT I \ ~i i~ i

j ~ \, I i II II ~ W`V3-21--_~

j VALLET ~ j . : 1 i I ~ it Q'_____ _ i

~~ ~ i i iii i i F-j ~ i ______'_____'_ 'i i ii ~ ~

`EASTi VES~i \ ~~ ~F"'`V12-1~ I~ i ~~~~i~n ~

C~ 1 1 OF /~/~/VIM 1 G92~1 _ i`~~~~ ~~'xiii~~Y^'('~'7nr

~RI-2~ ``~ ~ ~~% ~4 ~ ~ G27~21 ~. ~{ ~ ~~'

E%. R.C. ~ ~a~Ai i ~` ~ -. "i W' '~ ~

' i~

i' ~-„"1M3-1~ ~p~9-jp i i11 ~'_ ~~n, ~ ~_~ I

"' `M3~2r' .l1~ O_ _Cf~

"_ ”'

__` ~~ JOIN ti

t3 ,i no ~~~~ ILEfT~ ~

fy a ~ URN ~

__ _' _ - _ ~ ` ~ 13•

L~=~__~.1 Lz=~__..I L_r.

R9-3 ~ B

L EX. R.C. —~~

COUNTY OF LOS ANGELES

2 rc=='==V~ y— "—"

- __~ 90'W ~

m~ 16

a = 5 ~ ~

W = x-12W

EX. DETAIL

R.C.•85'E%. NO STOPPING 3=00 TO 630 P.M. EXCEPT SAT. & SUN.

a

LL

APPENDIX E -SAMPLE G.D. PLAN

CONSTRUCTION NOTES

❑7 REMOVE CONFLICTING STRIPING AND PAVEMENT MARKINGS. 17 INSTALL DETAIL 38.

❑2 INSTALL DETAIL 8. 12 INSTALL DETAIL 3&4.

O3 INSTALL DETAIL 9. 13 INSTALL DETAIL 40A.

OINSTALL DETAIL 21. 14 INSTALL 12" LIMIT LINE.

OS INSTALL DETAIL 22. 15 INSTALL I2"CROSSWALK.

O6 INSTALL DETAIL 26 i6 INSTALL PAVEMENT MARKINGS AS SHOWN.

OINSTALL DETAIL 27B. 17 INSTALL G" DIAGONAL LINE.

~8 INSTALL DETAIL 29. 18 REMOVE EXISTING SIGNS) AS INDICATED.

❑9 INSTALL DETAIL 32. 19 INSTALL SIGN(5) AS SFIOWN.

10 INSTALL DETAIL 37B. 20 ROTATE SIGN 90 DEGREES COUNTER CLOCKWISE.

ARTERIAL

GENERAL NOTES1. ALL Tft4FFIC LINES AND PAVEMENT MARKINGS SHOWN SHALL BE INSTALLED WITH TWO-COAT PAINT BY THE CONTR4CTOR, UNLESS OTHERWISE NOTED.

2. ALL TR4FFIC LINES AND PAVEMENT MARKINGS SHALL CONFORM TO CALTRANS STANDARD PLANS AND SPECIFICATIONS, LATEST EDITION.

3. LANE WIDTHS SHALL BE MEASURED BETWEEN THE CENTERLINES OF EACH ADJACENT SINGLE OR DOUBLE STRIPE OR TOP OF CURB AS APPROPRIATE

4. ALL TURN ARROW MARKINGS SHALL BE TYPE IV (L OR R) UNLESS OTHERWISE NOTED.

5. ALL LANE STRIPING AT INTERSECTION APPROACHES WITHOUT CROSSWALKS OR LIMIT LINES SHALL END 10 FEET FROM THE EXTENSION OF THE INTERSECTING CURB LINE.

6. ALL PANE LINES AT IMERSECTION APPROACHES AND DEPARTURES SHALL BEGIN AND END WITH 50 FEET OF 4-INCH SOLID WHITE LINE.

7. PROPOSED LIMIT LINE SHOULD BE INSTALLED ATA MINIMUM OF 4 FEET BeHIND THE EXISTING CURB E%TENSION OR EDGE OF TRAVEL WAY (NO E%ISTING CURB ACCESS RAMP).IN THE CASE OF AN INTERSECTION WITH A CURB ACC E55 RAMP, THE LIMB LINE SHALL BE PLACED BEHIND THE RAMP'S LANDING AREA, BUT IN NO CASE GREATER THAN 30' BACK.

8. ALL CONFLICTING LINES AND MARKINGS SHALL BE REMOVED BY WET SANDBLASTING AND INCLUDES REMOVAL OF RAISED PAVEMENT MARKERS.

9. ALL NEW SIGNING SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TR4FFlC CONTROL DEVICES, LATEST EDITION.

10. ALL NEW SIGNING SHOWN HEREON SHALL BE INSTALLED, RELOCATED, OR REMOVES BY THE CONTRACTOR, UNLESS OTHERWISE NOTED.

STREETE%. N.S.AT.

EI(t0) i

-- — --- — - ---

--~-- - _ Leo•

~ _ _ _ _ - - - - — — — --_ ---- - -- '- ~ - - ~ - ~o --- - - ---

o ry

_--- _ ---_ -~v-- ' = - _ -_~ __ i- ~ -- --- ---_ ---_ - =-~-o -~~.-- — - - "'— ~ 9

iut1-71 " — "~ -_ _ _"' — "' _ - _ _ _ _ ~ _ _ _ ~ _--- — ---~. _ j _ —~~ rn__ --- --- - —~-- ,-.~

~ 3ZJ _ _"' "' "' _' '—.Ni 2 1 2 ~ ~~'—

/~I I I I e s I~I c __ ~'IT..J L'_'__~J.1 4___J L~ =~==s.1 ( I.~ _'__~~.J Lc_'_`__J L_x_J L - ~__~.1 Ln_`__'EX. R.C. •, 125' I E%. N.S.0.T. I 1

ARTERIAL

THIS PLAN ACCURATE FOR PROPOSED WORK ONLY

T. G . XXX-XX

r Ex. NO STOPPING 300 TO 630 P.M. E%CEP7 SAT:6 SUN.

J~ ~~ G]2

Q j COUNTI' d' LDS RN

S~PAR~K ~------

EX.

-'_ ~"' ~'- n

_'_" 60 7_ - +a

"1 16

"'~ L-i—_ — _'_ _'_ __ ____'"''_'

2 -- --- ~ '-~'1 •__'__'____

~ kx_J L: at_.l

EX. NO STOPPING 300 TO 630 P.M. E%CEPT SAT. 6 SUN.

SIGN LEGEND:

tF - INDICATES SIGN MOUNTED ON TR4FFIC SIGNAL POLE.

** -INDICATES SIGN MOUNTED ON TRAFFIC SIGNAL MAST ARM_

~c1FiC - INDICATES SIGN MOUNTED ON STREET LIGHT POLE.

E%.

HW 16

w zo• w

~~ IO

ZK

-~ ~

j9iliTL[y~ 14

~ STS i 27'

~- ~nl

'NC 7:00 TO 9:00 AN

--~ io 4

-------- — = W7 = J

~5 11 v__ ____________~ O

13' J

_ __ - 2' 3 ~ WW

E%. R.C. • 85'`

~~ ~~R3-7~ ~METRp~~

BRIO "`~11 -7I i

r' '" ~`;-'" STREET~oiN Ex.

~'--'~ r ~~ STRIPINGx,

__'__ "' ~ 1 "~'

'_' "' — n__.., r

-- ~ --- 3 --

--- 4'T.S. XX%% 16 ~ ~ -r.. `_' _" _

_" "' "' __- -- ~

13' '_ __'_ _—'_ 90 1 T "' _'_________ '_' "' '_' XR:2• ~ __~____

__

------------- r19 - 1 16 ~. _ ___

"" ~ "'5 j _~ -~ B ~_ a _'____ W- "_"_ ~

_'_ _s ~ ~ ~ "'_ ___ _" "' N"' "~

------ JOIN 2 -- - -- ~ ---1 "'_____ "' _" "'

Lc_~__.J

~= ~,~ k='_~_~ WE%. NO STOPPING 300 70 6J0 P.N. EXCEPT SAT.6 SUN. N~ ̀

x ~ ^ ~~ST~OP~

y ~ 1~ ~i ~.~~~~N~ j9UiTLEj

y N Y~~ `.sracer,% , sTOr,

A x0' `"CONSULTANT LOGO AND(nom 2~ COMPANY INFORMATION

SUBMITTED: COUNTY OF LOS ANGELES

~'m~ BV: DATE 1 OO °/O CITY O F X~CXXXXX

,afE55igy,(P^"

a fq,c

~ ~x~c ~c~cx~c~c ~a ~

xucxxx

CIVIL ~~~~ ~, ̀ ~~

EXISTING SIGNAL PHASE DIAGRAM1 z

f i1

3 4

~i—i

f - ~ i1

5 6 7 8

PROPOSED SIGNAL PHASE DIAGRAM1 z 3 4

~ - ~1

1

5 6 7 8~

f-~

OPERATIINJ:

02 AND P6 ON VEHICLE RECALL02 AND p6 ON PEDESTRIAN RECALL/REST IN WAUC04 ANO 08 ON NON-LOCK AND DOUBLE ENTRY

S/W

- - --- - -- - _ -Wlr

__-- -- AeFu-

zON

I a

L

APPENDIX E -SAMPLE CLOUDING T.S. PLAN

GENERAL NOTES CONTINUED:

~ 15. ALL SIGNING SHOWN HEREON SHALL BE INSTALLED. REMOVED. OR~~ RELOCATED BY THE CONTRACTOR. UNLESS OTHERWISE NOTED.

16. RELOCATION OF WIRELESS RADIO EQUIPMENT AND ANTENNA SHALLQ BE DONE BY THE AGENCY. CONTRACTOR SHALL CONTACT MR. JEFF~ MAGALLANES AT (6261 458-7 T00 TEN 1101 WORKING DAYS INu~ ADVANCE FOR COORDINATION.

-N-

A

Ex. R30(CA)Wtr SSW Wtrueter ter

__ __ '__ __ p~ -_

WS/W

wR'"' ---1

a - .-ZONE

SI(TlSfJiDOL

~ 20' '1,~ 20' ~,

~~~ ~ ~~~~(~U)-i

~j _ ~~_ ~;I i ~

- --i 3

.~._~`__..~ _1~ ' ~

_ __

D3-1

E~. 1.5'C

GENERAL NOTES1. TRAFFIC SIGNAL AND LIGHTING SHALL CONFORM TO THE

LOS ANGELES COUNTY STANDARDS WHICH INCLUDE THESTANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION,2D06 EDITIgJ, STANDARD SPECIFlCATIONS FOR PUBLICWORKS CONSTRUC710N (GREEN BOOK), 209 EDITION, ANDTHE LOS ANCElES CWNTY DEPARTMENT OF PUBLICWORKS TRAFFIC 9GNAL CONTROL EWIPMENTSPECIFICATIONS, LATEST EDITION, UNLESS OTHERNISENOTED ON 1}iE PLAN OR IN THE SPECIAL PROVISIONS.

2. ALL MATERIALS AND EpUIPMENT SHALL BE FURNISHESAND INSTALLED BY THE WNTRACTOR.

3. ALL WIRING SHALL BE MARKED (TAGGED) WITHIN THECONTROLLER CABINET FOR PHASE IDENTIFICATION.

4. ALL SIGNAL EWIPMENT SHALL BE VARED IN ACCORDANCEVATH THE SIGNAL PHASE DIAGRAM.

5. (XXXX) INDICATES LOOP ASSIGNMENT IN 7HE CONTROLLERCABINET. EACH LOOP ASSIGNMENT SHALL HAVE ASEPARATE LEAD-IN CABLE TO THE CONTROLLER.

6. ALL E%ISTING CONDUITS SHALL BE REUSED UNLESSOTHERN7SE NOTED OR APPROVED BY THE ENGINEER. RLLE%ISTING INDIVIDUAL CONDUCTORS AFFECIE~ BY THEADDIPgJ OF NEW CONDUCTORS PND/OR DLCS SHALL BEREIAOVED AND REPLACED YA7H IAULII-CONDUCTORCABLES UNLESS OTHERNISE NOTED IXt APPROVED BY THEENGINEER.

7. NEW VEHICLE HEADS SHALL BE 12" L.E.D. (LIGHT EMITTINGDIODE) I~EHIC~E HEADS PER LOS ANGELES COUNTY DPWSPEgFICAT10N5. (SEE SPECIAL PRO`~SIONS)

H. ALL NEW UNDERGROUND CONDUIT SHALL BE SCHEDULE BOPVC, UNLESS OTHERWISE APPROVED BY THE ENGINEER.

9. FOR DISPOSITION OF SALVAGED MATERIALS, SEE SPECIALPROVISIONS.

10. LOOPS SNAL~ BE CENTERED IN THE LANE AND PLACEDBEHIND 1HE EDGE OF THE CROSSWALK OR LIMIT LINE,UNLESS OTHERH75E NOTED.

11. ALL LOOPS SHALL BE ROUND (6" DIAMETER), UNLESSOTHERNISE NOTED.

12. ALL NEW PULL BOXES SHALL 8E N0. 6 UNLESSOTHERMISE NOTED.

i3. THREE-CONDUCTOR CABLE (3 CSC), FIVE-CONDUCTORCABLE (5 CSC), AND TWELVE-CDNDUCTOR CABLE (12CSC) SHALL BE INSTALLED IN LIEU OF INDIVIDUALCONDUCTORS AND SHALL CONDORM TO SECTION86-2.08D OF THE CALTRANS STANDARD SPECIFICATIONSFOR CONSTRUCTION OF LOCAL STREETS AND ROADS,(LATEST EDITION) UNLESS OTHERNgSE SPECIFIED M THESPECIAL PRO~SIONS. NO OTHER TRAFFIC SIGNAL (TS)MULTI-CONDUCTOR CABLE N7LL BE ACCEPTED UNLESSOTHERMISE APPROVED BY THE ENgNEER.

14. E%ACT LOCATION OF ALL SHOWN UTILITIES IS THERESPONSIBILITY OF THE CONTRACTOR TO VERIfY.

7 ~ PP/ 1710091E 3" W.I. GAS-50R W q CAL GAS CO. 135'

~O Etlison EK. R30(CA) / 6 ~~ SSW Wtr 6\ Meta

7 _ _ k:~ LOW ~

''.,`

. _ _._... ._.__. _ __... _ - --- - - --__ _.. _ _ ~ .- - _~6' _. Red_LLrb _ _ _ _ _ _ .. __. _ __ .._.__ _ ____.. . _ ____ __ _ . ___.. ___ _. _. _ ~ _. j~< ___. _ _ __

r OVERHEAD ~ ..bbl 12' qL ~ 8 SW 5 CAL Dq,~ WPOWERLINES __ I i BLAgCi - 4 '

. -- ---- -... _ _ -- ------ - -

-HZ~ P - - - _ -- _..._- - ._ _. _ -- - - - - --_ .-- ---- .. _ _-- - --'_' _'

UC 13

_- _ - __. _ _. _ _ ___ _ _ _.. __.. _.. _ _ _. _ _ ___ _ _ - _ ____ ~o

_ _ __ _ _ _ .. _ .. _ ___.. ____ _ _._ _. _ .P_EI. OBP ~ + .LL~ f~ I I ~I I

3 — ~ -r

----- --- - — — — -- --- - --- 1I~ ----- ---_ _ ___ _ ___ ____ _. _ _ ___ _ _ _ ___ .. _ __ _. _- - _ - J __02 I WATER PIQE_ _._ i ~ __. _ __~ _ _.. _ — _ -. _ _ _ __. __ - ~_ .__ _ ___ __ _. _.. _ _._ ___ _..- ._ ~ _ _

(6J2~,~~T I I —'

--- --- ------- --------- -- - -- --- -- ---- ------- -~ ~ ~i I ~ ~ - ---- --- --- __ __ -- ----- --- -- --- ------ ~__

YELLOW EDW000 TER PIPE - ----Er. R~ I

~2 TRM15 _ I ~5 37' M,W.D, PIPE LINEWATER

- _. _~ ~ ~ -..~ ~_ -WPIk,

I Ezislhg BBS

__ _ _ _. _ _. _ __ __ _ ___ .__ _- _ _. __ - __ - __ _

Fx Re0 Curb _ 9~ I - _ .- , _ 2 _. __ _ __ __ _ _. _ _. _ __ _ _. _ _ - __ _. __ -. _ _ __. - __ ._.. _._

r EK. R30 CA 1t - j- ~ Xr YB10 H8` Red\ 4 ry Er, R3b(CA) ~

`qL LINE _.yy '~~`"'rI ° - "~ 7_ _ —___ _ ___ ___~_~- —T__ _—_ _____ c_-ci

~: OB Ea. R36jC _~_ _ ~~7 / yT~ _

Wt Wtr Wtr \ ~<• , I. ~' l3~ TONS) '~ i

3-285 ~~

- -- ___.

zizuXA ~ C

rNetx s 145 Meter gay R/W 6 ~~ Meta ~~. 'Oj `1 '. 13 li 1 14 2 STREET SSW qty I I ~/

it

223rd - ~'5 7 ~ - IY. oa- ~ N.

m~ ,,, CONSTRUCTION NOTESUIECR I Y( "' ~ 5 15

6 ~ ~~ 30 ~ ~'~. i

i ~~___ _

O t ( _ ____

_BCR

• • '•t 1• 1 1 '• t t

~~i+~ ~~~~IRI aAAOa=~[u][tl~iC'JCa~'I~~IQH1~1lFfQ0~~1~tF~IF~~9

_R~IG~IR~II~■_c~~.f~ll~~(:~D~~'-~I~Q~1A~- -

[C~l~ki!!W~Ir4::~rea~1~~r]3~C.~IWI~Fi~:9,:w~r~...:.~.~~'~~~ ~"'-- - --l:,.sa.aeaEy

r~~voss~~sesso~~oe~o~[oI[~]~~^~IE~~II'~Ii~D~l~'

mow.wryU%'!w±±~

~irJ~F~II~~..~

'OFD.k~~~(C[rk~'Da~Q~OI~~L•w!ner~i~wwA~l~AiRl~R'~

~Uw~!~!

'7ACI~Asv Tr_r e~ c~

'~[ul~~~~~' ~~i~~l'~d~~C;~Yf:1W~r~silr~i~tiiir~wlrre;wCilObf~ie.9i,cu~oose~,a■~:atseooeeaoee~NOTES: ALL EQ'JIPAIENT El(ISTING UNLESS SHOIVN OiNERN9St:

N =NEW RSNS = REFLECII~E STREET NAME SICK

fRl = RELOCATED

Underground Service AlertDIG ALERT Call: TOLL FREE

.. ~-8~~

R 227-2600

1I0 ►OPY/MG O.I YS BffOBf YOU OIC

T.G. 764-C7

TOP OF

BCR

NOTE:~ "E" SHALL BE 2'-6"~E UNLESS OTHERWISE NOTED.

POLE LOCATION DETAIL(NO SCALE)

THIS PLAN ACCURATE FOR PROPOSED WORK ONLY.

I B _ r -~~~-~F ~1 REMOVE ERISTING TYPE 336 CA&NET AND FOUNDATION COMPLETE. ❑7 INSTALL ~6 PULL BOX.

- Ec R30(CA) REUSE TYPE 170 ATC/HC-11 CONTROLLER, LACO-4E PROGRAM, ANDGPS UNIVERSAL TIME BASE UNIT AND ANTENNA INSTALL NEW TYPE ~B INSTALL RED CURB. LENGTH IS AS SHOWN ON PLAN.

Q

~I "~ ~i~ ~i~ ~ 332 CABINET ON NEW FWNDAiION, COMPLETE YIITH (5) 2-CHANNEL

RIW ~~ I (~6Y~ LLD SENSOR UNITS, (2) PED ISOLATION MODULES, AND (8) SWTCH ~9 INSTALL NEW T1PE i5T5 STANDARD ON NEW FOUNDATION W1TH6~ OIL SUNSET qL CO. PACKS RECONNECT TD RELOCATED BBS. REWIRE INhRSECPON. EQUIPMENT AS SHOWN. (SEE POLE SCHEDULE)

W SSW ! 9~ qL SUNSET OIL CO.

Z~I '~ RELOCATE EXISTING BATTERY BACK-UP SYSTEM TO EDGE OF

O ~~~ it 2' GEA S0. CALIF. GAS CO. PROPERTY LINE AND ALLOW ENOUGH SPRCE FOR T1PE 332 CABINET12" qL GEN.PET CORP. DOOR TO OPEN. 11 INSTALL 3° PVC CONDUIT. LENGhi IS AS SHOWN qJ PLAN.

~I sew❑3 INSTALL LOOPS AS SHOWN. 12 INSTALL 2-3" PVC CONDUIT.

' I`_R~

6'TRANS W1R. ~4 INSTALL /5 PULL BOX. 13 ABANDON EXISTING SIGNAL CONDUIT. REMOVE CONDUCTORS.

❑5 INSTALL NEW (1j 2-PNR OLC TO CONTROLLER CABINET. LENGTH OF 74 R 5 E) ST NG WIRELESS RPDIO EQUIPMENT.EACH DLC IS AS SHOWN DN PLAN.

17RELOCATE E%I STING WIRELESS RADIO

~6 INSTALL 2" PVC CONDUIT. LENGTH IS AS SHOWN ON PLAN. ANTENNA TO NEW POLE. (SEE GENERALNOTE »i GRAPHIC SCALE

15 REMOVE E%ISTING STANDARD AND 16 REMOVE EXISTING STANDARD AND 0 0 20FOUNDATION COMPLETE. INSTALL FOUNDATION COMPLETE. INSTALLNEW TYPE 24 STANDARD AND NEW TYPE 26 STANDARD AND


PLAN REVISIONR-1

SCALE: 1"=20' DRAWN BY:

FOUNDATION WITH EQUIPMENT AS FOUNDATION WITH EQUIPMENT ASSUBMITTED: COUNTY OF LOS ANGELES SHOWN. RELOCATE E%IST LNG STREET SHOWN. RELOCATE EXISTING STREET

SCALE: 1' = 20'

NAME SIGN AND PEDESTRIAN HEADS. NAME SIGN AND PEDESTRIAN HEADS.sv: Dare (SEE POLE SCHEDULE) tSEE POE 5 HE UL ~ 100 CITY OF CARSON !

RECOMMENDED'. COUNTY OF LOS ANGELES

GLANS PREPARED BY: REVIEWED: CWNTY OF LOS ANGELES COUNTY OF LOS ANGELESBV: DATE

APPROVED: CITY OF CARSON

8V: DATE

ALL ADDITIONAL WORK TO BE DONE BYTHE CONTRACTOR IS SHOWN CLOUDED.

60 1.

,y~~

~-i'~

~~, Z

no asps mE.o. iz/ai/io f

awi ~`

VA Consulting, Inc.EhGINFERS PI.1hT~11S SI1AVil'ORSNe~L

° ""`

6400 OAK CANYON, SUITE 150

IRVINE CA 92618 (949) 474-1400

UNDER THE SUPERIASION OF:

MOFiAMMAD R. HEIAT R.C.E. 45776 DATE

BY~~ C1✓ DATE: ~~'IO

APPRO TY OF A ON

BY: ~ DATE: ~ /-Y~~

PRO.ECT D T8MDD10064

PRO.ECT N0. X7401038

DEPARTMENT OF PUBLIC WORKSTRAFFIC ANO LIGHTING DIVISION

TRAFFIC SIGNAL PLAN

223RD STREETAT MONETA AVENIUE ~

NO. 8 OF 21 SH7. 5 OF 15 SCALE: 1" s 20' T.S. 554

ADDITIONAL PHOTOS

CABINET LOCATION

SERVICE LOCATION

BATTERY BACKUP CABINET LOCATION

FRONT OF CONTROLLER EQUIPMENT

BACK OF CONTROLLER EQUIPMENT

APPENDIX F

i

i

... ... ... ... ... ... ... ... ... i

~~~~~~~~n~~~~~~~~n~~~n~n~~~~~~~~;~xY=~~~~~~~x~~~n~~~~~~nn~~~~~~n~~~~~

.......................n`'~

O~... ... ... ... ... ... ... ... ... ~1 ~

p;~

O ~

— ' — ' —

O

~ ~0

O~ ~p J~~N~n~~~n~~~n~u~~~u~

~~6........w~.........~...~~Y:~w~~~.~ ...............j...

i

i

~o INDICATES PHOTO LOCATION

& DIRECTION OF PHOTO

COUNTY OF LOS ANGELES DEPARTMENT OF PUBLIC WORKS I REQUIRED PHOTO LOCATIONS

APPENDIXG

county Traffic Signal Signature Blocks

NEW TRAFFIC SIGNALOriginal Traffic Signal Plan ts Created.

SUBMITIED: CIVIL ENGINEER NO. CXXXXX

BY: Associate Civil Engineer DATE:

RECOMMENDED:

BY: Senior Civil Engineer DATE:

APPROVED: GAIL FARBER, DIRECTOR OF PUBLIC WORKS

BY: Division Head DATE:ASSISTANT DEPUTY DIRECTOR

REVIEWED:

BY: Associate Civil Engmeer DATE:

RECOMMENDED:



BY: Division Head DATE: ---ASSISTANT DEPUTY DIRECTOR

Plan is done by COUNTY STAFF

Additional City Signature "Approved" Blocks May BeRequired

Plan is done by a CONSULTANTAdditional City Signature "Approved" Blocks May Be

Required

MODIFICATION TO AN EXISTING TRAFFIC SIGNALProposed Work ;s Drawn on a New Traffic Sig"al Plan.

SUBMITIED:


RECOMMENDED:



BY: Division Head DATE:ASSISTANT DEPUTY DIRECTOR

REVIEWED:


RECOMMENDED:



BY: Division Head DATE:

ASSISTANT DEPUTY DIRECTOR

Plan is done by COUNTY STAFF100% COUNTY Jurisdiction

Plan is done by a CONSULTANT100% COUNTY Jurisdiction

G-1

APPENDIX Gcounty Traffic Signal Signature Blocks

(Continued)

MODIFICATION TO AN EXISTING TRAFFIC SIGNAL (CONTINUED)Proposed Work is Orawn on a New Traffic Signal Plan.



RECOMMENDED: COUNTY OF LOS ANGELES


APPROV~D: CITY Of' ~L S~GUNDO

BY: City Signature DATE:

PROJECT 10 NO. TSMXXXXXXXPCA NO. XXXXXXXX


BY Associate Civil Engineer DATE:






APPROVED: CITY OF HAWTHORNE

BY City Signature DATE:



BY Associate Civil Engineer DATE:

APPROVED: COUNTY OF LOS ANGELES


APPROVED: CITY OF HAWTHORNE



Plan is done by COUNTY STAFF100% CITY Jurisdiction

MAJOR Work is Proposed*

Plan is done by COUNTY STAFFCOUNTY has a percent of Jurisdiction


"NOTE: If only minor work is being done(signing, vehicle heads, loops, conduit/pull

boxes), use signature block 6a.

MINOR Work is Proposed*

Plan is done by COUNTY STAFFCOUNTY has a percent of Jurisdiction


*NOTE: Signing, vehicle heads, loops, andconduit/pull boxes. For major work, use

signature block 6.

G-2

APPENDIX G

county Traffic Signal Signature Blocks(Continued)

MODIFICATION TO AN EXISTING TRAFFIC SIGNAL (CONTINUED)Proposed Work is Drawn on a New Traffic Signal Plan.

REVIEWED: COUNTY OF LOS ANGELES







APPROVED: CITY OF LAWNDALE


PROJECT ID NO. TSMXXXXXXXpeA NO. XXXXXXXX





APPROVED: CITY OF CALABASAS





APPROVED: CITY OF INDUSTRY


PROJECT ID NO. TSMXXXXXXXPCA NO. XXXXXXXX

G-3

MAJOR Work is Proposed*

Plan is done by aCONSULTANT/CITY

COUNTY has a percent of Jurisdiction


*NOTE: If only minor work is being done(signing, vehicle heads, loops, conduit/pull

boxes), use signature block 7a.

MINOR Work is Proposed*Plan is done by a

CONSUL TANT/CITYCOUNTY has a percent of Jurisdiction


*NOTE: Signing, vehicle heads, loops, andconduit/pull boxes, For major work, use

signature block 7.

Plan is done by aCONSULTANT/CITY100% CITY Jurisdiction


NOTE: All plans reviewed by the County, regardless ofthe requestor, shall be signed by the County, as shown.

APPENDIX GCounty Traffic Signal Signature Blocks

(Continued)

MODIFICATION TO AN EXISTING TRAFFIC SIGNALClouding of Proposed Work on an Existing Traffic Signal Plan.


PLAN REVISIONR-X

SCALE: 1"=20" IDRAWN BY:

SUBMITIED:


APPROVED:


ALL WORK TO BE DONE BY THE CONTRACTOR IS SHOWN CLOUDED.ALL OTHER WORK SHALL BE EXCLUDED.


PROJECT 10 NO. TSMXXXXXXXpeA NO. XXXXXXXX


REVIEWED:


APPROVED:




PLAN REVISIONR-X


SUBMITIED: COUNTY OF LOS ANGELES




APPROVED: CITY OF COMPTON



G-4

Clouding is done byCOUNTY STAFF

100% COUNTY Jurisdiction


Clouding is done by aCONSULTANT

100% COUNTY Jurisdiction

Consultant shall put their own signature blockand stamp on the plan, which shall be clouded.



100% CITY Jurisdiction

APPENDIX Gcounty Traffic Signal Signature Blocks

(Continued)

MODIFICATION TO AN EXISTING TRAFFIC SIGNAL (CONTINUED)Clouding of Proposed Work on an Existing Traffic Signal Plan.


PLAN REVISIONR-X

SCALE: 1"=20" I DRAWN BY:




BY: Senior Civil Engmeer DATE:

APPROVED: CITY OF COMPTON




PROJECT 10 NO, TSMXXXXXXXPCA NO. XXXXXXXX






APPROVED: CITY OF LAWNDALE


ALL WORK TO.BE DONE BY THE CONTRACTOR IS SHOWN CLOUDED.ALL OTHER WORK SHALL BE EXCLUDED.

COUNTY OF LOS ANGELES DEPARTMENT OF PUBLIC WORK~

PROJECT ID NO. TSMXXXXXXXPCA NO. XXXXXXXX




APPROVED: CITY OF WEST COVINA



G-5




Clouding is done by aCONSU LTANT/CITY


Consultant shall put their own signature blockand stamp on the plan, which shall be clouded.


Clouding is done by aCONSULTANT/CITY100% CITY Jurisdiction

Additional City Signature "Approved" BIDCks May Be

Required

Consultant shall put their own signature block

and stamp on the plan, which shall be clouded.

NOTE: All plans reviewed by the County, regardless ofthe requestor, shall be signed by the County, as shown.

APPENDIX GCounty Traffic Signal Signature Blocks

(Continued)

MODIFICATION TO AN EXISTING TRAFFIC SIGNALClouding of Proposed Work on an Existing Traffic Signal Plan.

NOTE: The following signature blocks are for use by COUNTY STAFF ONLY

COUNTY OF LOS ANGELES DEPARTMENT OF PUBLIC WORKE

EXTRAORDINARYMAINTENANCE

SCALE: 1"=20" I DRAWN BY:


BY: ASSOCiateCivil Engineer DATE:


BY: Senior Civil Enqineer DATE:

COUNTY OF LOS ANGELES DEPARTMENT OF PUBLIC WORK~

FORCEACCOUNT

SCALE: '"=20" IDRAWN BY:




BY: Senror Civil Enqineer DATE:

EXTRAORDINARYMAINTENANCE


FORCE ACCOUNT


G-6

APPENDIX H

POLE SCHEDULE

POLE SIGNALM.A.

LENGTH

SIGNAL MOUNTING LUMINAIRE PED PUSHBUTTON

STREET NAME SIGN POLE LOCATION

NO. TYPE SPECYEAR

M.A. POLE PEDM.A.

LENGTHH.P.S.WATTS NPE LEGEND A B C D ENO. PHASE

1 26-4-100(N) 2006 45'(N) MAS(N) SV-2-T(N) SP-1-T(N) 15'(N) 250(N) 1(N) 8 R.R.(N) MARINE AV. ---- ---- 10' ---- 4'

2 15TS(N) 2006 ---- ---- SV-1-T(N) SP-1-T(N) 12'(N) 250(N) 1(N) 2 ---- ---- 14' ---- ---- ---- ----

3 26-4-70 ---- 40' 2-MAS SV-1-T SP-1-T 12' 250 1 2 I.I. AVIATION BL. ---- ---- 17' ---- 4'

4 1 A ---- ---- ---- N-2-T S P-1-T ---- ---- 1 4 ---- ---- 15' ---- ---- ---- ----O5 26-4-100(N) 2006 45'(N) 2-MAS(N)

SV-1-T(N)/SP-1-T(N) 15'(N) 250(N) 1(N) 4 R.R.(R) MARINE AV. ---- ---- 8' ---- 3'

6 1 A ---- ---- ---- TV-1-T S P-1-T ---- ---- 1 6 ---- ---- 4.5' ---- ---- ---- ----

7 24-3-70 ---- 35' 2-MAS SV-1-T SP-1-T 12' 250 1 6 I.I. AVIATION BL. ---- ---- EX. ---- ----

8 1A ---- ---- ---- TV-1-T SP-1-T ---- ---- 1 8 ---- ---- 2' ---- ---- ---- ----

ALL EQUIPMENT SHOWN IS EXISTING UNLESS OTHERWISE NOTED.

(N) - DENOTES NEW EQUIPMENT.

(R) - DENOTES RELOCATED EQUIPMENT.

I.I. - INDICATES INTERNALLY ILLUMINATED STREET NAME SIGN

R.R. - INDICATES RETRO-REFLECTIVE STREET NAME SIGN

ALL NEW SIGNAL POLES AND MAST ARMS SHALL BE PER CALTRANS STANDARD PLANS, 2006 EDITION.

ALL SIGNAL MOUNTINGS SHALL BE PER STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION 2012 EDITION.