Transmittal No. 1

7/1912016 BOE Wastewater Program

City of Los Angeles - Department of Public Works - Bureau of Engineering

PRELIMINARY TASK WORK ORDER Project Title: Project No.: * TWO/TWCO

No.: RHRP 149 C936 - Rodeo Road Sewer Rehabilitation Pilot Project C936 002

W.O. No.: I Contract No.: I Bid Item No. Subject: SZC13101 C-120891 Traffic Control

Contractor (Cisco 8) Plan Reference Colich & Sons See Attached

Type I Schedule Activity Specification Reference Change In Scope GC's, GR's 01254

1. Reason for Task Work Order:

This project was initially budgeted for WATCH manual traffic control plan. However, it was later determined by Con-Ad that an approved LADOT traffic control plan needs to be followed.

2. Description of Task Work Order:

The Contractor shall provide a proposal based on the approved traffic control plan from LADOT. See attached.

File No.:

8-8-8

This is not an authorization to proceed with the proposed change. Do not perform any work that may conflict with the proposed change without further authorization by the City.

SUBMITTED BY:

Rick Andelin CONSTRUCTION MANAGER

APPROVED BY:

Rick Andelin CISCO MANAGER

Uploaded Files

File Name

Approved TCP.pdf

Document link

Initiation (TWO/TWCO)

C936-002 Traffic Control

Size(Bytes)

631051

Uploaded By

Rick Andelin

DATE: 07/18/2016

DATE: 07/18/2016

http://www.boewwprogram .com/modules/coNew2ldisyelimCO.cfm?featureID=1023&tblmoduleID=1080&moduleID=1080&mid=1080&deflD=5463

Page:

1 of 1

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WORKSITE JRAFFIC CONJROL PLAN NOTES

1.

2.

3.

4.

S.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR LABOR AND MATERIAL INVOLVED IN ';HE ·REMOVAL. INSTALLATION, AND MAINTENANCE OF All. STRIPING, PAVEMENT MARKINGS, SIGNING, BARRICADING, DEUNEATORS, ETC., SHOWN ON THESE DETOUR PLANS AND !>IS CONSTRUCTION STAGING NECESSrrATES. UNES AND MARKINGS SHAll. BE REMOVED BY WET SANDBLI>STING/GRINDING IN AC;.CORDANCE WITH THE CIlY OF LOS ANGELES DEPARTMENT OF TRANSPORTATION (LADOT) SPECIFICATION NO. 79-016-10. PAINTING THE EXISTING STRIPING CI\IER WITH BLACK PAINT IS NOT PERMITTED. TEMPORARY REFLECTIVE PAVEMENT MARKERS (SEE LADOT STANDARD PLAN S-453.0) SHALL Bl: MAINTAINED BY THE CONTRACTOR ADJACENT TO THE SCAR OF THE SANDBLASTED CENTERUNE OR TAPED-OVER CENTERUNE. THERMOPLI>STIC SHALL F·:: USED FOR All. ROUGH AND UNEVEN SURFACES AND !>IS REQUIRED BY LADOT ENGINEER. PAINT MAY BE USED ON SMOOTH SURFACES. DETOUR TAPE IS NOT PERMITTED.

CONTRACTOR SHALL CONTACT LAOOT BRIDGE PROGRAM SECTION AT (213) 972-849" AT LEAST 10 WORKING DAYS (TO INSPECT MARK OUT) PRIOR TO THE INSTALLATION OF ANY TEMPORARY STRIPING FOR All. CONSTRUCTION STACES. DEPARTMENT OF TRANSPORTATION RESERVES THE RIGHT TO OBSERVE THESE TRAFFIC CONTROL PlANS IN USE AND TO MAKE NECESSARY CHA-lGES !>IS FIELD CONDmONS WARRANT. ANY CHANGES SHALL SUPERSEDE THESE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE P;ACEMENT OF ANY ADDmONAL TRAFFIC CONTROL DEVICES NECESSARY TO ASSURE PUBUC SAFETY AT All. TIMES DURING CONSTRUCTION. >,

All. CONSTRUCTION RELATED WARNING SIGNS SHALL BE IN BLACK LEGEND WITH ORl.NGE BACKGROUND AND IN CONFORMANCE WITH MUTCD.

THE STRIPING AND SIGNING SHOWN FOR REMOVAL ON THESE PLANS MAY BE DlFFEFENT THAN WHAT EXISTS AT TIME OF INSTALLATION OF A CONSTRUCTION STAGE. THE CONTRACTOR SHALL REMOVE All. CONFUCTING SIGNING AND STRIPING, WHETHER OR NOT rr IS DEPICTED ACCURATELY ON THESE PlANS.

CONTRACTOR SHALL NOllFY M.TA AT (213) 922-4632 OR ANY OTHER AFFECTED mAN!"lr SERVICES AT LEAST FIVE WORKING DAYS PRIOR TO CONSTRUCTION.

6. All. TRAFFIC CONTROL DEVICES SHALL BE KEPT IN THEIR PROPER POSITION AT All. TIMES, AND SHALL BE REPAIRED, REPLACED OR CLEANED !>IS NECESSARY TO PRESERVE THEIR APPEARANCE AND CONllNUIlY.

7. CONTRACTORS SHALL PROVIDE FLAGGERS !>IS DEEMED NECESSARY BY CrrY. A FlAGG'~ SHALL USE ONLY THE APPROVED OCTAGONAL STOP/ SLOW PADDLE, SHALL WEAR AN ORANGE SAFETY VEST (PADDLE AND VEST MUST BE REHECTORIZED FOR NIGHT WORK) AND HARD HAT, !>IS REQUIRED BY THE WATCH MANUAL. AND MUST BE PROPERLY lRAINED BY THE CONlRACTOR IN ;'ERHlRMING THE WORK SAFELY. APPROPRIATE NNANCE SIGNS MUST ALSO BE INSTALlED, PER THE WATCH MANUAL.

8. All. TEMPORARY TRAFFIC CONTROL DEVICES SHALL BE REMOVED FOLLOWING COMPU. nofo! OF EACH CONSTRUCTION STAGE AND THE PERMANENT lRAFFIC CONTROL DEVICES SHALL BE RESTORED BY THE CONTRACTOR UPON REM'NAL OF DETOUR STRIPING.

9. All. SIGNS, DELINEATORS, BARRICADES, ETC., SHALL CONFORM TO THE MUTCD, MUTCD CAUFORNIA SUPPLEMENT, AND THE CIlY OF LOS ANGELES STANDARD PLAN S-610 (THE BROWN BOOK).

10. CONTRACTOR SHALL N011FY lADOl"s SIGNAL MAINTENANCE SUPERVISOR AT (213) 48;-7721 FIVE (S) WORKING DAYS PRIOR TO ANY EXCAVATION OR CONSTRUCTION WITHIN 10-FEET OF EXISllNG TRAFFIC SIGNAL DETECTOR LOOPS, eONDurr, INTERCONNECTS, OR ATSAC FIBER OPllC CABLE.

11. ANY DAMAGE TO TRAFFIC SIGNAL DETECTOR LOOPS, CONDUITS, INTERCONNECTS, OR FlBE.R OPllC CABLE SHALL BE REPAIRED IMMEDIATELY BY THE CONTRACTOR AT THEIR OWN EXPENSE. DELAYS IN REPAIR OF INTERCONNECT OR t,T$AC FIBER OPllC CABLE WILL REQUIRE THE PAYMENT OF UQUIDATION DAMAGES TO THE CIlY OF LOS ANGELES DEPARTMENT OF TRANSPORT.\TlON. IMMEDIATELY NOllFY LADOT SIGNAL REPAIR PERSONNEl.. AT (213) 485-7721 OF ANY DAMAGES.

12. THERE SHALL BE NO STORAGE OF CONSTRUCTION MATERIALS OR EQUIPMENT OUTSIt' ~ 11-IE DESIGNATED WORK AREA !>IS INDICATED IN THE WTCP. STORAGE OF CONSTRUCTION MATERIALS OR EQUIPMENT WITHIN THE DESIGNATED ";!EA SHALL BE DONE IN A MANNER NOT TO CREATE VlSlBIUTY OBSTRUCTIONS TO THE MOTORING PUBUC.

13. CONlRACTOR SHALL MAINTAIN ACCESS TO All. FUNCTIONAL DRIVEWAYS AT All. TIMES AND SHALL COOROINATE WITH RESIDENTS/BUSINESSES ANY CLOSURE OR ACCESS RESTRICTION TO THEIR DRIVEWAYS. IF CONSTRUCTION NEC~.SITATES CONlRACTOR SHALL REVISE WORKSITE TRAFFIC CONTROL PLANS TO CHANGE SET UP AND AIl.OW ACCESS TO A DRIVEWAY THAT IS SHOWN ':!LOCKED ON THE BID DOCUMENTS. REVISED TRAFFIC CONTROL PLANS SHAll. BE PREPARED PER LADOT STANDARDS, SIGNED AND SEALED BY RE(IS11::RED TRAFFIC AND CML ENGINEERS SUBMITTED TO LADOT FOR APPROVAL.

14. CONTRACTOR SHAll. PERFORM WORK IN ONLY ONE STAGE AT A TIME. THE CONTRAC,OR SHALL ONLY UllUZE THAT PORTION OF THE DESIGNATED "WORK AREA" WHICH IS NEEDED FOR CONSTRUCTION AT ANY GIVEN TIME.

1S. THE CROSSWALKS ACROSS THREE LEGS OF ANY SIGNALIZED INTERSECTION SHALL Bt MAINTAINED AT All. TIMES. "No PED CROSSING" (R9-3) SIGNS SHALL BE INSTALLED WHEN A PAINTED CROSSWALK IS UNAVAILABLE FOR USE DUE. TO CONSTRUCTION AND All. AFFECTED PEDESlRIAN SIGNAL HEADS SHALL BE COVERED/REMOVED.

16. CONTRACTOR SHALL INSTAll. R3-18 (NO LEFT AND NO U-TURN) SIGNS AT INTERSE:TIONS WHERE THE LEFT TURN LANE HI>S BEEN CLOSED FOR CONSTRUCTION. SIGNS SHOULD BE INSTALLED ON MAST ARMS AND FAR LEFT Of THE INTERSECTION OR AT LOCATIONS WHERE THEY WILL BE CLEARLY VISIBLE BY THE THRU TRAFFIC. .

17. FOR OTHER REQUIREMENTS RELATED TO TRAFFIC CONTROL PLANS AND WORK AREAAAlNTENANCE, THE CONTRACTOR SHALL FOLLOW THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES", CAUFORNIA MUTCD AND 2012 OR LATEH WATCH MANUAL. AND All. RELATED SECTIONS OF THE STANDARP SPECIFICATIONS FOR PUBUC WORKS CONSTRUCTION, INCWDING SECTION 7-10 "FJBUC CONVENIENCE AND SAFETY," AND 302-4.4 "PUBUC CONVENIENCE AND TRAFFIC CONTROL·

18. FOR THE TEMPORARY "TOW AWAY NO STOPPING ANY TIME" SIGNS, CONTRACTOR SHA.L CONTACT THE LADOT SPECIAL TRAFFIC CONTROLS OFFICE AT (213) 485-2298 AT LEAST 5 WORKING DAYS IN ADVANCE OF EACH NEW CONSTRJCTlON STAGE. THE INSTALLAllON OF THE TEMPORARY "TOW AWAY NO STOPPING ANY TIME" SIGNS AT PARKING METER ZONES SHALL ALSO INCWDE COVZRING METER HEADS AND THE I>SSOCIATED PARKING RESlRICTION.

19. INSTAll. 2X3" CONDUITS FOR LADOT USE. CONDUITS SHALL TERMINATE INSIDE lYPE 5 PULLBOX AT EACH END OF THE BRIDGE. CONDUITS AND PULLBOXES SHALL CONFORM TO LADOT SPECIAL PROVISIONS AND STANDARD DRA~ lNGS FOR THE INSTALLATION AND MODIFICATION OF lRAFFIC SIGNALS. PART 1 AND STANDARD PLAN, S-7B.5.1,FOR TYPE 3 PULLBOX. DISTANC: Bf.TWEEN PULLBOXES SHALL NOT EXCEED 300 FEET. FOR BRIDGES LONGER THAN 300 FEET CONTRACTOR SHAll. INSTAll. PULLBOX ON THE BRIDGE ~ IDEI'JALK. All. PULLBOXES SHALL BE MODIFIED !>IS REQUIRED SO TOP OF PULLBOX SHALL BE FLUSH WITH SURROUNDING GRADE OR SIDEWALK. Pl-J.BOXES SHALL NOT BE INSTALlED IN DRIVEWAYS OR CURB RAMPS. PULLBOXES SHALL BE INSTALlED AT LEAST 6 INCHES FROM ANY SUBSTRUCTURE )R BACK OF CUR~ AND 3 FEET FROM THE SIDE OF FOUNDATION. PULLBOXES ON A BRIDGE SIDEWALK SHALL BE EQUIPPED WITH DRAINS. CONDUIT.; SHALL BE RIGID NON-METAWC CONFORMING TO THE REQUIREMENTS IN UL PUBUCATION 651 FOR RIGID NON-METAWC CONDUITS, POUVINYLCARBONATE,PVC, SCHEDULE 80. A SEPARATE f8 GROUND WIRE AND A 1/4" DIAMETER POLYETHYLENE PULL ROPE SHALL BE INCWDED WITHN THE PVC CONDUITS. All. GROUND WIRES SHALL BE SPUCED TOGETHER AND CONNECTED TO THE GROUND ROD.

20. PRIOR TO THE REMOVAL OF AN EXISllNG CURB/SIDEWALK IN A PARKING METER ZOHE CONTRACTOR SHALL CONTACT LADOT PARKING METER SUPERVISOR AT (213) 48S-423O FOR METER HEAD REMOVAL.,

21. CONTRACTOR SHALL BE RESPONSIBLE FOR THE RESTORATION OF THE STRIPING AND PAVEMENT MARKINGS TO THE ORIGINAL CONDmON USING THERMOPLI>STIC MATERIALS, UNLESS OTHERWISE INSTRUCTED BY LADOT. LADOT Will INSPECT AND APPROVE ANY CONTRACTOR MARKOUT BEFORE THE FINAL INSTALLATION OF STRIPING BY THE CONTRACTOR. NOllFY LADOT BRIDGE PROGRAM FIVE (5) WORKING DAYS PRIOR TO PROJECT COMPLETION DATE AT (213) 972-8491/8490/8682.

22. LOCATION AND SPACING OF TEMPORARY SIGNS AND DEUNEATORS SHALL CONFORM 1 0 LADOT STANDARD PLAN S-488.0 AND MUTeD AND MUTCD CAUFORNIA SUPPLEMENT OR !>IS DIRECTED BY THE LADOT ENGINEER.

23. CONTRACTOR SHALL PROVIDE CHANGEABLE MESSAGE SIGNS/FlASHING ARROW BOARD, AND CONES/BARRICADES !>IS FIELD CONDmONS/DETOURS WARRANT AND !>IS DEEMED NECESSARY BY LADOT, EVEN IF THEY ARE NOT SHOWN ON THESE PLANS.

24. UNLESS K-RAILS AND CRASH CUSHIONS ARE INSTALLED, CONTRACTOR SHALL PROVI,)E MIN. s' SHOULDER FROM ANY OPI::N EXCAVATION.

2S. All. K-RAIL ENDS. PLATFORMS AND FIXED OBJECTS SHALL BE PROTECTED BY CRAS,i CUSHIONS OR BY A QUADGUARD S'lSIEM, UNLESS THEY ARE PLACED lS' AWAY FROM EDGE OF TRAVEL WAY. FOR A 20' K-RAIL MAX. VERTlCA .. DISTANCE DISPLACED CAN NOT EXCEED S'/K-RAlL, OR A TAPER RATE SHAll. NOT EXCEED 4:1.

THE IMPLEMENTATION OF WORKSITE TRAFFIC CONTROL PLANS, INCLUDING P'.INT REMOVAL/GRINDING. MARK-OUT. LAYOUT AND INSTALLATION OF ALL TRAFFIC CONTROLS INCLUDING SIGNAL WORK AND ST:;lPING SHALL ONLY TAKE PLACE DURING OFF-PEAK HOURS; 9AM-3PM. CONTRACTOR SHALL REQUEST APPROVAL FRCM LADOT FOR ANY ADDITIONAL TEMPORARY LANE CLOSURES THAT IS NOT INDICATED OR SPECIFIED ON THESE PLANS. REGAF JLESS OF DURATION OR TIME PERIOD.

29. ANY CHANGES TO WORK AREAS, WORK HOURS, AND/OR APPROVED PLANS SHAll. BE SUBMrrTED TO LADOT FOR REVIEW AND APPROVAL.

30. THE CONTRACTOR SHALL BE RESPONSIBLE FOR STRIPING (PROPOSED AND EXISllNG) SHOWN ON THIS WTCP TO BE IN GOOD CONDIllON AND VISIBLE. THE CONTRACTOR SHALL REPAINT ANY FADED EXISllNG STRIPING !>IS DIRECTED BY THE LADOT ENGINEER.

31. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPlACING ANY MISSING OR DAMAGED SIGNS (DUE TO CONSTRUCTION) ACCORDING TO THE LA11::ST LADOT SPECIFICATIONS.

32. THE CIlY OF LOS ANGELES (LADOT) HI>S JURISDICTION FOR STRIPING/TRAFFlC CONTROL DEVICES WITHIN CIlY RIGHT OF WAY. CONTRACTOR SHALL OBTAIN APPROVAL FROM CALTRANS FOR STRIPING/TRAFFIC CONTROL DEVICES WITHIN STATE RIGHT OF WAY.

RESTORATION STRIPING NOTES 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LABOR AND MATERIAL INVOLVED IN THE MARKOUT, AND INSTALLATION OF ALL RESTORATION

SlRIPING/PAVEMENT MARKINGS. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR REMOVAL OF ALL CONFUCTING DETOUR SlRIPING, SIGNING, AND OTHER DETOUR-RELATED TRAFFIC CONTROL DEVICES PRIOR TO THE INSTALLATION OF THE FINAL SlRIPING. IF THERE IS NO RESTORATION PlAN IN THIS PACKAGE, CONTRACTOR SHALL CONTACT lADOT GEOMETRIC DESIGN FOR THE LATEST SlRIPING PlANS.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAINTING OF ALL EXISTlNG SlRIPING THAT HAS BEEN DAMAGED DURING THE CONSlRUCTION

3.

4.

PROCESS.

MARKOUT SHALL BE BY HEAVY PAINT BRUSH MARKINGS OVER A PULLED ROPE IN THE RESPECTIVE WHITE AND YELLOW COLORS OF THE PROPOSED SlRIPING. SlRIPING AND PAVEMENT MARKINGS SHALL BE IN HOT APPUED ALKYD THERMOPLASTlC IN ACCORDANCE WITH lADOT SPECIFICATION NOS. 51-005-10 AND 76-012-15. PRIMER AND SEALERS ARE REQUIRED AND SHALL CONFORM TO lADOT SPECIFICATION NO. 76-012-15.

THE CONTRACTOR SHALL CONTACT LADOT BRIDGE PROGRAM SECTION AT (213) 972-8491 AT LEAST 10 WORKING DAYS BEFORE BEGINNING MARKOUT. THE CONTRACTOR SHALL CORRECT ALL ERRORS IN MARKOUT REQUESIED BY lADOT. THE INSTALLATION OF THERMOPlASTlC STRIPING MAY PROCEED ONLY AfTER APPROVAL OF MARKOUT BY THE lADOT DISlRICT ENGINEER.

5. TEMPORARY REFLECTIVE RAISED PAVEMENT MARKERS SHALL BE MAINTAINED ADJACENT TO ANY TEMPORARY CENTERUNE, MARKOUT CENTERUNE OR SCAR OF A SANDBlASTED CENTERUNE, AS APPUCABLE, AS PER LADOT STANDARD PlAN NO. S-453.0.

TEMPORARY SJRIPING NOTES 1. REMOVE ALL CONFUCTING SlRIPING PRIOR TO INSTALLATION OF WTCP/TCP.

2. WHEN REMOVAL IS REQUIRED BY CONSlRUCTlON, CROSSWALK MARKINGS AND PEDESTRIAN SIGNAL HEADS SHALL BE REMOVED SIMULTANEOUSLY.

3. WHEN REQUIRED BY CONSlRUCTlON, THE CONTRACTOR SHALL MAKE ARRANGEMENTS WITH LACMTA, OR THE APPROPRIATE TRANSIT OPERATION, FOR THE TEMPORARY RELOCATION OF BUS STOPS/ZONE. COORDINATE RELOCATION WITH lADOT FOR INSTALLATION OF "TEMPORARY TOW AWAY NO STOPPING-BUS ZONE" SIGNS.

4. CONTRACTOR SHALL PROVIDE REFLECTORIZED CONES AT TYPE III BARRICADE SUPPORTS TO ALERT PEDESTRIANS OF THE BARRICADE SUPPORT.

5. FIELD CONDITlONS MAY VAR'( FROM THOSE SHOWN ON THE WTCP. IN THE EVENT FIELD CONDmONS ARE DIFFERENT, THE CONTRACTOR SHALL COORDINATE WITH LADOT AND THE AUTHORITY BEFORE IMPLEMENTING THE WTCP. THE CONTRACTOR MAY BE REQUIRED TO SUBMrr A REVISED WTCP TO lADOT AND THE AUTHORITY FOR APPROVAL PRIOR TO IMPLEMENTATION.

TEMpORARY CRASH CUSHION INSTALLATION NOTES 1. INDICATES SAND FILLED MODULE LOCATION AND WEIGHT OF SAND IN POUNDS FOR EACH MODULE. MODULE SPACING IS BASED ON THE GREATER

DIAMETER OF THE MODULE.

2. ALL SAND WEIGHTS ARE NOMINAL

3. THE TEMPORARY CRASH CUSHION ARRAYS SHOWN ON THE PlANS SHALL BE USED ONLY IN LOCATIONS WHERE THERE WILL BE TRAFFIC ON ONE SIDE OF THE TEMPORARY CRASH CUSHION ARRAY.

4. IF THE FIXED OBJECT OR APPROACH END OF THE TEMPORARY RAlUNG IS LESS THAN 15'-0" FROM THE EDGE OF THE TlRAvaEO WAY, A TEMPORARY CRASH CUSHION ARRAY IS REQUIRED IN A CONSlRUCTION WORK ZONE.

5. TEMPORARY CRASH CUSHION ARRAYS SHALL NOT ENCROACH ON THE TlRAvaEO WAY.

6. ARRAYS FOR MEDIAN SHOULDERS SHALL CONFORM TO DETAILS SHOWN ON THIS PlAN FOR OUTSIDE SHOULDERS.

7. PLACE THE TYPE P MARKER PANEL SO THAT THE BOTTOM OF THE PANEL RESTS UPON THE PALLET AND FACES TRAFFIC.

~ '" , dJODUlES ~ """1 6" MAX. ~ .. L I EI EYADON

CRASH CUSHION PALLET DETAIL PETAIL A

(TO BE USED AT THE DISC~ETION OF THE CONTRACTOR)

Type pel ;A )..., T P(L ;A).-,' \ <i==DIRECTION OF TRAFFIC ype 'r ., \ Type P(~)

EDGE LlNE1 K-RAII.J /10: 1 ~ ~~~~t.\u· 2'-j H-b MAX. TYP. \' ,r.; WEIGHT OF SAND

(W=2.112 LBS.).(X=1.408 LBS.).(Y=704 LBS.).(Z=396 LBS.) JYPICAL INSTALLATION OF CRASH CUSHIONS

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

17.

18.

19.

20.

21.

22.

23.

24.

25.

26.

27.

28.

LEGEND:

- ~-RiC

RiC

R/C

'TrEfff]

. .

II II

- EXISTING SlRlPING & MARKINGS TO REMAIN

- EXISTING SlRlPING & MARKINGS TO BE REMOVED

- PROPOSED SlRlPING & MARKINGS

- E:XISTING RED CURB MARKINGS TO REMAIN

- E:XISTING RED CURB MARKINGS TO BE REMOVED

- F'ROPOSED RED CURB MARKINGS

- EXISTING SIGN AND POST - EXISTING SIGN AND POST TO BE REMOVED OR RELOCATED - PROPOSED SIGN AND POST

- SlGNAUZED INTERSECTION

- PROPOSED TYPE " BARRICADE / WITH SlGN(S)

- EXISTING TYPE " BARRICADE / WITH SIGN(S) TO BE REMOVED

- PROPOSED TYPE III BARRICADE / WITH SlGN(S)

- EXISTING TYPE III BARRICADE / WITH SIGN(S) TO BE REMOVED

- PROPOSED CRASH CUSHION ARRAY "TSll" (PER CAL lRANS SlO. PLAN T2)

- J;:XlSTlNG CRASH CUSHION ARR.AY "TSl1" (PER CAL lRANS SlO. PLAN 12)

- EXISTING CRASH CUSHION ARRAY "TSll" (PER CAL lRANS SlO. PLAN T2) TO BE REMOVED

- PROPOSED 20' K-RAIL (INTERCONNECTED)

- EXISTING K-RAIL (INTERCONNECTED)

- EXISTING K-RAIL (INTERCONNECTED) TO BE REMOVED

- PROPOSED 10' K-RAIL (INTERCONNECTED)

- WORK AREA

- F'ROPOSED 30" EPOXIED SURFACE MOUNT DEUNEATORS WITH REFLECTIVE SHEETING (SPACED AT 20 FEET)

- PROPOSED Fl::NCE

- PROPOSED PORTABLE CHANGEABLE MESSAGE SIGN

IWdWiWj1 - PROPOSED ABSORB 350 (TL2) CRASH CUSHION SYSTEM

o - 36" DRUMS WITH REFLECTIVE SHEETING

~ - 28" lRAFFIC CONE WllH 13- REFLECTIVE MARKER

IXI - EXISTING DRIVEWAY

N.I.U. - NOT IN USE (DRIVEWAy)

~ - FIlASHING ARROW BOARD

jill - FIlAGGER

T -FIlAG lREE (HIGH WARNING DEVICE)

-... - CAL lRANS TYPE VI LANE REDUCTION ARROW

,..--------1

Ie'! « '"

26. NOllFY FILM LA (JOSH MINGO) AT (213) 977-8600 AT LEAST (5) WORKING DAYS F,I~IOR TO CONSTRUCTION TO COORDINATE WITH FILMING ACTIVITIES. SEWER SURVEY RODEO RD. BElWEEN CIMARRON ST. AND GRAMERCY PL. >­co

27. All. TEMPORARY SlGNAGE INSTALlED ADJACENT TO PEDESlRIAN TRAVEL WAY MUST MOW FOR ADA-CQMPUANT PI>SSAGEWAYS.

28. CONCRETE K-RAIL SECTIONS TO BE CONTINUOUSLY CONNECTED. IN AREAS WITH LESS THAN 2-FEET OF EXCAVATION, SECURE K-RAIL TO PAVEMENT PER CALTRANS SPECIFICATIONS.

DIRECTION OF TRAFFIC==:>

4" WHITE EDGE LlNE~

o 0 "'I

o 0 0-I 10' I I

TYP.

JYPICAL INSTALLATION OF DELINEATORS DETAIL C

1'.20' 20 10 0 20 40 60 80 100 FEET ORIGINAL MAP SCALE "E~:$ji~~~~~~~~~~~~~~~iiiiiiiiiiiiiiiiiiiiiiii~~~~~I.

1"=40' 40 20 0 40 80 120 160 200 FEET

<i== DIRECTION OF TRAFFIC

JYPICAL INSTALLATION OF K-BAIL NON INTERSECTIONS

SCALES

SCALE: 1"=40'

HORIZ. 1"~

VERT. 1".

SUBMITTED

F oR..Transporfd\:ion /A"gineer

INSTALLATION DATES

MARKOUT BEGAN:

APPROVED ~fN'" /7 20 /6 11.---/fo ._,~t:;;;yj~ ...

Senior Transportation Engineer

CITY OF LOS ANGELES

DEPARTMENT OF TRANSPORTATION SELETA J. REYNOLDS. GENERAL MANAGER ~

~M~AR~K~O~~C~OM~P~L8E~D:~======~r------------------------------------------------1'"

STRIPING COMPLETED: RODEO RD / EXPOSITION BLVD Refttr4il:nc4ils:

1415' WEST OF ARLINGTON AVE TO 545' EAST OF WESTERN AVE fii

t-Th_om_o_s _Gu_Id_e -t_....:..Dis;;.;;I'.,;lc,;,1 _-I PRo.£CT NO. DRAWING NO.

A-7067 S 673,Gl

SHEET INDEX NUMBER '" z w <> '" (I) W i7.i « :I: W

III <> C

z o F "­~ U

~ Z o Vi > UJ

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COMMERCIAL r COVER ~ r-"-----'~i:=:~9AiIl ~~(M~o::::,d)'---:~_=_-------.GT ,!J,A,I'LN,~S~, '!.:4-::.\6ltP11M ______ +1 ____ T~A~t-!:~, _ 4:.-.?~~ ___ . --I 0-

0 MARKET (~ I X ~/~ I INSTALL T.A.N.SA T. V) 1 w

SO' 510' 80'

o (!)

'",

N

INSTALL C23 (eA)

. ®i TAPER

" TAPER

\,

Rd

~ INSTALL INSTALL INSTALL INSTALL

WJ-5 (25) W9-' (Rl) G20-50~ C20 (RT) R2-' (25) WJ-5(25)

7-9AM 4-6PM X sis 4-6PM

X S/S

~------~T,~A,~N,~S,~A,~T,------~I ~

0::: LoJ D... D...

!;(

:I:P uJ­I-Z «0 ;:a:u

1------N'-",GP,fj.A,"-T,~ ___ ____jI.2 RESIDENTIAL

Rl-1\ R9-3a,b l \ R81(CAh ~

48'

'V)

R3-4,\' \

RTC\~ '0;-

~ .t:: ~ \;: ~

, I

15'

&IX ~ I'=---Col

RESIDENTIAL ~ e 11--------____ LT,~A,N~,S~,Aili,T, __________ ~1 ~ ~

I Exposition R81(C'Al-\\ I \

60'

30'

~ r R9-

3a R9-3a'b)~Rl- t'\. cl?

\.cJ Ric \' C

C ~OO'£.!UIL3 1'><11 ><1 R!CII!7i----l "in_ 114+00 C>

LEGEND:

1. 0

2, == 3,

4, _

0= /02.. =:..~-== :3 ~

<t TRACK 3 <t TRACK 4

36" CHANNELIZER WITH 13" REFLECTIVE MARKER (SURFACE MOUNTED WITH FLEXIBLE BASE)

ABSORB 350 (TL2) CRASH CUSHION SYSTEM

20' LONG CONCRETE K-RAIL BARRIER

10' LONG CONCRETE K-RAll BARRIER

5, 1 __ CRASH CUSHION ARRAY iSll" (TYPE CALTRANS STD. PLAN T2)

6, "!X'r.f' llml EXISTING CRASH CUSHION ARRAY iSl1" (TYPE CALTRANS STD. PLAN T2)

7. ~ PROPOSED FLASHING ARROW BOARD (FAB)

8. IZZZ2l WORK ZONE LIMITS

9. ~ PROPOSED PORTABLE CHANGEABLE MESSAGE SIGN PCMS (PCMS)

113+00 112rOO '--'-6'w .;----

CR 8581.51'

T.A,N,SAT.

RESIDENTIAL

"""""""'=R """"""A D::-r--r-. f-+-r;W'a::R:tK::+--+-l FRAME 1

DELAYS

J U N E 2 0 T K: ,J U N E 2 7 , FRAME 2

UiS E AL T . DETAIL "A"

S L b ~ S P E E D 2 5 M P H

DETAIL "B"

! 15'

x X Q:

FRAME 1 SOLID

1 0 """" NON-REDIRECTIVE ENERGY ABSORBING TERMINAL , NEAT (NEAT) CMS MESSAGE

ONE WEEK PRIOR TO CLOSURE.

CMS MESSAGE 11. _ '= _ EXISTING STRIPING & MARKINGS TO REMAIN

=- EXISTING STRIPING & MARKINGS TO BE REMOVED

_ =!: _ PROPOSED STRIPING & MARKINGS

12, p EXISTING SIGNS 'PROPOSED SIGNS

13, ® SIGNALIZED INTERSECTION

14, ----'R~/C'--- EXISTING RED CURB

Wi PROPOSED RED CURB

TO BE IN OPERATION DURING CLOSURE.

RESIDENTIAL

t:: ~ k---;I

Vi 1'----'1

15' I 30' I 15'

60'

15,1 30' 115' ,

60'

NOTES

1.

2,

3,

LENGTH OF DESIGN : 5231' ± PAINT REMOVAL REQUIRED.

PLACE SELF ADHESIVE YELLOW FLOPPY ON

K-RAIL AT 10' CENTER TO CENTER

WITH WI

TOP OF

25'

TAN,S,A,T,

RESIDENTIAL

'"-20' 20 10 ORIGINAL ~AP SCALE F

o

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20

40

40

80

60 80

'60

'00 FEET

200 FEET SCALES

'"-40' 40 20 120

COMMERCIAL

~ r COVER 'oq: TANoS, 4-6PM

I ..--INSTALL I 4-1 1 T.A.N.S.A.T. 1

RESIDENTIAL

...... INSTAlLV) R3-5(RT),

Rl-1

31'

25' rl j

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TAN,S,A,T,

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60'

10' 20' 20' ,10'

f)

C20( CAl (RT) C23(CA)

k(WORK] ~ I~""Z""ON""E..-;

C30(CA)

TYPE P (IT)

G20·5aP

SPEED LIMIT

25 R2.1(25)

R3·2 R3.5(RT)

I~EI R6-1(RT) R81(CA)

[BEGIN) R81A(CA)

WI-3

W3-5 (35) W4-2(RT)

.---------,.-------~~ wg·l W13·1P (30)

HORIZ, ,"-

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RESIDENTIAL

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SEWER SURVEY RODEO RD. BETWEEN CIMARRON ST. AND GRAMERCY PL. SUBMlmo ~ b N Iii 11, 20 1'-

F= •• '1,,;[ronsportil~ •• r

APPROVED .J UN III:I"L 20 l6.. e-tp, ;,.~ &'t$,.;

Senior Tronsporta Ion Eng1neer-

INSTALLATION DATES CllY OF LOS ANGELES

W LoJ :I:

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IX ,~

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DEPARTMENT OF TRANSPORTATION MARKOUT BEGAN: ~

1 .. ~~~~~~~~~ __ ~S=E~LU~A~J~.~R~8rn~O~~~S~,~G~EN~E~RA~L~~~_G-E_R ________ 1~ ~RKOUT COMPLETED:

1-+-1-1--1

RODEO RD / EXPOSITION BLVD STRIPING COMPLETED:

References:

1415' WEST OF ARLINGTON AVE TO 545' fAST OF WESTERN AVE iD

DRAI'I1NG NO, ---...:Th,:::O;:'::'l1:::;:O':..,:G:;,::U ;:;:;de.-1I--.::::D;:;:;str:.;:lc::,.t --J PRO..ECT NO.

A-7067 SCALE: 1"=40' 673.G1 S

SHEET INDEX NUMBER '" Z lIJ 0 Q

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T ,A.N,S, 4 6PM ~

{III II I} {II I II I{ t i i

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LEGEND:

1. <!) 36" CHANNELIZER WITH 13" REFLECTIVE MARKER (SURFACE MOUNTED WITH FLEXIBLE BASE)

2..:::::::= ABSORB 350 (TL2) CRASH CUSHION SYSTEM

3. 20' LONG CONCRETE K-RAIL BARRIER

4. __ 10' LONG CONCRETE K-RAIL BARRIER

5. I..... CRASH CUSHION ARRAY "TS11" (TYPE CALTRANS STD. PLAN T2)

6. I~ EXISTING CRASH CUSHION ARRAY iS11" (TYPE CALTRANS STD. PLAN T2)

7. ~ PROPOSED FLASHING ARROW BOARD (FAB)

8. IZZ22l WORK ZONE LIMITS

9. ~ PROPOSED PORTABLE CHANGEABLE MESSAGE SIGN PCMS (PCMS)

10. ISS»

NEAT NON-REDIRECTIVE ENERGY ABSORBING TERMINAL (NEAT)

11. _ ~ _ EXISTING STRIPING & MARKINGS TO REMAIN

_ ~ _ EXISTING STRIPING & MARKINGS TO BE REMOVED

_ ~ _ PROPOSED STRIPING & MARKINGS

12. • EXISllNG SIGNS • PROPOSED SIGNS

13. ® SIGNALIZED INTERSECTION

14. RIC EXISllNG RED CURB

w= PROPOSED RED CURB

lXI'

• -.

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L>< IXI IXI

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ROA.., J!IQ R K FRAME 1

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1"=20' 20 10 0 20 40 60 80 100 FEET ORIGINAL MAP SCALE -"', ~~4$;;;;;;;~~~~~;;;;;;;;;;;;;;;;;;;;;~~~~~~""'''''''''''~~~~'$'1

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12' 13' 10'10' 10' 13' 12'

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I 185' ~ I '~' I ~O· I

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C20(CA) (RT) C23(CA)

~ «

C30( CAl G21J.5aP

SPEED LIMIT

25 R2-1[2S)

LEFT LANE ENOS

W9-1(LT)

285' ~ I

I

W9 1(lT)

• 01

W4-2(LT)

80' ~ I , I

W3 5(25)

• 01

r-______________ ~o

>­CD

SEWER SURVEY RODEO RD. BETWEEN CIMARRON ST. AND GRAMERCY PL.

A

SCALE: ,"=40'

SCALES HORIZ. 1"=

VERT. 1"

S\J8~jmD -;lU HE q I 20 ~ /).{

INSTALLATION DATES

IoIARKOUT BEGAH:

CITY OF LOS ANGELES DEPARTMENT OF TRANSPORTATION SELETA .1. REYNOLDS. GENERAL MANAGER ~

~~~AR~K~OU~T~C~O~~P~LET~ED~:~~~~=J---------------------------------------------------1 0

I--H-t--I STRIPING COMPLETED: RODEO RD. / EXPOSITION BLVD References:

1415' WEST OF ARUNGTON AVE TO 545' EAST OF WESTERN AVE ~

DRAv.1NG NO. I-,;;;Th,;;om:.:,;o:;. • ..;;GU;;;;ld:":"--1f---=D..;;i',;;;trl,;;ct~-I PRO.£CT NO.

A-7067 673.01 S

SHEET INDEX NUMBER

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7/19/2016 BOE Wastewater Program

City of Los Angeles - Department of Public Works - Bureau of Engineering

PRELIMINARY TASK WORK ORDER Project Title: Project No.: * TWOjTWCO File No.:

No.:

RHRP 149 C936 - Rodeo Road Sewer Rehabilitation Pilot Project C936 003 8-8-8

W.O. No.: I Contract No.: I Bid Item No. Subject: SZC13101 C-120891 New Manhole

Contractor (Cisco 8) Plan Reference

N/A

Type I Schedule Activity Specification Reference Change In Scope GC's, GR's 01254

1. Reason for Task Work Order:

Contract Drawings calls for the raising of an existing manhole to grade. However, upon field verification no manhole exist. Also, this project has required the Contractor to spend numerous manhours coordinating this work, obtaining LADOT approved traffic control plans and attending meetings that were not accounted for in the original proposal. 2. Description of Task Work Order:

The Contractor is to construct a new City approved manhole and be reimbursed for the additional manhours spent in coordinating this project.

This is not an authorization to proceed with the proposed change . Do not perform any work that may conflict with the proposed change without further authorization by the City .

SUBMITTED BY: .fW I'V~) ... --.-~

Rick Andelin CONSTRUCTION MANAGER

APPROVED BY: ;1 I ~~._

1bt J' ;V "-.~) Rick Andelin

CISCO MANAGER

Uploaded Files

File Name

Document link

Initiation (TWOjTWCO)

C936-003 New Manhole

Size(Bytes}

DATE : 07/19/2016

DATE: 07/19/2016

Uploaded By

http://www.boewwprogram .com/Modules/coNew2ldisyelimCO.cfm?featureID=1023&mid=1080&moduleid=1080&tblmoduleid=1080&deflD=5466

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