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Home My WebLink About2019-09-24; City Council; Resolution 2019-189RESOLUTION NO. 2019-189 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF CARLSBAD, CALIFORNIA, APPROVING PLANS AND SPECIFICATIONS AND AUTHORIZING THE CITY CLERK TO ADVERTISE FOR BIDS FOR THE FISCAL YEAR (FY) 2019-20 BRIDGE PREVENTIVE MAINTENANCE, CAPITAL IMPROVEMENT PROGRAM (CIP) PROJECT NO. 6066-19. WHEREAS, the City Council of the City of Carlsbad, California has determined it necessary, desirable, and in the public interest to perform maintenance activities on various bridges in accordance with the city's Bridge Preventive Maintenance Program; and WHEREAS, the plans, specifications and contract documents for the FY 2019-20 Bridge Preventive Maintenance, CIP Project No. 6066-19 (Project), have been prepared and are on file in the city clerk's office and are incorporated herein by reference; and WHEREAS, sufficient Bridge Preventive Maintenance Program funds are available to complete the Project; and WHEREAS, the Project is exempt from the California Environmental Quality Act (CEQA) per CEQA Guidelines Section 15301 (d). NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Carlsbad, California, as follows: 1. That the above recitations are true and correct. 2. That the plans, specifications and contract documents for the Project are hereby approved. 3. The city clerk of the City of Carlsbad is hereby authorized and directed to publish, in accordance with State law, a notice to contractors inviting bids for construction of the Project, in accordance with the plans, specifications and contract documents referred to herein. PASSED, APPROVED AND ADOPTED at a Regular Meeting of the City Council of the City of Carlsbad on the 24th day of September 2019, by the following vote, to wit: AYES: Hall, Blackburn, Bhat-Patel, Schumacher. NAYS: None. ABSENT: Hamilton. September 24, 2019 Item #5 Page 4 of 6 MATT HALL, Mayor (SEAL) ,,1111111111111,,,,, ~"'''''~ CA/:IJ'11/~ ~ 0·'"•'~~ ~.. .. .. ~ ~~ ,•· ·--~~ §A../~· !!09! ...... .,,'% f c3(J}~ ?:_-AJC! %\~W..:1 :::::-: ·• .. -,,,, ...... ·· ~ ~""""• .. ' ....... * ~'-~1..···········~\T# ~,,,,, /FQ{( ,,,,,,~ ''"111111111111111 September 24, 2019 Item #5 Page 5 of 6 I ' I 57C-0238 BUENA VISTA CREEK BRIDGE @JEFFERSON ST Mi'BRON Rd 0 fg~ ~ ~{;! <:) c,?'. "'"' '-!.""-;y 57C-0177 BUENA VISTA CREEK BRIDGE @ EL CAMINO REAL 78 0 \NSETTi,i '< Ln $ ~ ~ o,.. -'10. :1~ ;,-1''-"k '-'---1-'A'-"L~~-1 R<\ DIAL ~ BEFORE , YOU DIG ~ TOLL FREE 57C-0598 POINSETTIA Ln OH TWO WORKING DAYS BEFORE YOU DIG A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT VICINITY MAP N. T.S CONSTRUCTION PLANS FOR 2019-20 BRIDGE PREVENTATIVE MAINTENANCE PROJECT NO. 6066-19 "DECLARATION OF RESPONSIBLE CHARGE" CITY OF CARLSBAD CARLSBAD, CALIFORNIA CITY COUNCIL MA TT HALL -MAYOR PR/YA BHAT-PATEL-MAYOR PRO TEM KEITH BLACKBURN -COUNCIL MEMBER CORI SCHUMACHER -COUNCIL MEMBER BARBARA HAMIL TON -COUNCIL MEMBER SCOTT CHADWICK CITY MANAGER PAZ GOMEZ DEPUTY CITY MANAGER, PUBLIC WORKS I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT. THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS ANO SPECIF/CA T/ONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. DOKKEN ENGINEERING 1450 FRAZEE ROAD, SUITE 100 SAN DIEGO, CA 92108 '?tr-ofESSJo,11 ~ --·, "" ,-::, CHARLES G. "{, ~ TORNAC I _.. 0 ~ No. 66058 Exp. 6~30-20 "1-~~~~~~~ PHONE :/858) 514-8377 ~le s \or-v\Qc,· -¢: ..r_. t\lJIL 4Jc ¢,\,v, OF CALlf"O CHARLES G. TORNACI DATE 8-23-2019 R.C.E. C66058 EXP. 06-30-ZO lf.iJ FrazPJi lw!. :Mte J(JJ Sal DlerJl1, CA 92/08 (858) 514-8317 DATE INITIAL ENGINEER OF WORK SHEET INDEX SHEET NUMBER SHEET TITLE 1 TITLE SHEET z POINSETTIA LANE OH -GENERAL PLAN 3 POINSETTIA LANE OH -DETAIL NO, 1 4 JEFFERSON STREET BRIDGE -GENERAL PLAN 5 JEFFERSON STREET BRrDGE -DE/1.ILS NO. 1 6 JEFFERSON STREET BRIDGE -DETAILS NO. Z 7 EL CAMINO REAL BRIDGE -GENERAL PLAN 8 EL CAMINO REAL BRIDGE -DETAILS NO. 1 9 EL CAMINO REAL -PHASE I TRAFFIC CONTROL PLAN SHEET < ' 1 0 EL CAMINO REAL -PHASE 1 TRAFFIC CONTROL PLAN SHEET 2 1 1 EL CAMI NO REAL -PHASE 1 TRAFFIC CONTROL PLAN SHEET 3 1 2 EL CAMINO REAL -PHASE 1 TRAFFIC CONTROL PLAN SHEET 4 REFERENCE DRAWINGS CITY OF CARLSBAD -POINSETTIA LANE OH CITY OF CARLSBAD -EL CAMINO REAL BRIDGE CITY OF CARLSBAD -JEFFERSON STREET BRIDGE CAL TRANS STANDARD PLANS DATED 2018 A3A ABBRE'IIA1\0NS (SHEET 1 OF 3) A3B ABBREVIATIONS (SHEET Z OF 3) A3C ABBREVIATIONS (SHEET 3 OF 3) B6-Z1 JOINT SEALS (MAXIMUM MOVEMENT RATING = 2") A77-U1 MGS -CONNECTIONS TO BRIDGE RAILINGS WITHOUT SIDEWALKS A77-U~ MGS -TRANSITION RAILING (TYPE WB-31) A77-V1 MGS -CONNECTIONS TO BRIDGE RAILINGS WITH SIDEWALKS SAN DIEGO REGIONAL STANDARD DRAWINGS G-01 G-02 G-29 CURB AND GUTTER -SEPARATE CURB AND GUTTER -COMBINED CURB RAMP -TYPE C (FOR EXISTING SIDEWALK) ~ STANDARD PLAN ~DETAIL No. SHEET No. I SH1ET I CITY OF CARLSBAD SHEETS 12 PUBLIC WORKS DEPARTMENT 2019-20 BRIDGE PREVENTATIVE MAINTENANCE TITLE SHEET APPROVED/i6. • ~~ HOSSE;f! A11DEH l?,5~ I o'vo1/.)..o/'l ' ENGINEERING MANAGER PE 7t'991 EXPIRES: 6/30/20 / lfATE DWN BY: VT PROJECT NO. DRAWING NO.< I DATE ' INITIAL DATE 1 INITIAL RB CHKD BY: 6066-19 517-5 ' F~EVISION DESCRIPTION ' RVWD BY: CT i \ OTHER APPROVAL CITY APPROVAL 1 '-3"± 16'-0"± 4 7 '-4 3/~"+ 47'-4¾"+ -- 1 750 ELEVATION 1" = 10' ' \ ' \ ' \ NCT0 1 MAINLINE ' 1 TRACK ~ \ ----d2to~o~' -~o1" N_____,~~ \ \_ NC1D R /\N ~ 1 \ ~ ~6: 02 \ LI ~ TRACK \ _______________ J _______________________________ -----------------------~----------.\ ____ J ----------------+ -----------------------: ---------------------~-:~--~--:~.-:~_-: __________________________ --------------------------------------------------------------------------' ' I ! 76'-o"+ 1'-3"± 16'-0"± (t POINSETTIA LANE --,, 1 ' -o" 5' 2" 29'-10"+ . r-4'-o"± 30' -o"+ 5'-0" I I I -i I( 'I '• I• ' r.;-.r::-c ,11 ;~ I:Il:c L r 3'-0" E X I S T CON CR E TE ~- Pl ER WALL I 1 7 51 I ____________ ----------~---------------------1------------~ ---------------------------------~7 ,--~- ' : _ _J' L _______________________________________ --------------_____ J --1--1 --------------------------------------I 7 I · I : , I I I I i I I ! SLOPE, Typ TYPICAL SECTION 1/8 " = 1 '-0" ' ---~2~0~0%'~-~oj"w-____ \ 1 -NC10 R/W ' ( rnr OF CONSTRUCTION NOTES: I ' I ' I TOE OF SLOPE, Typ \ , \--__,L _ _.,,_ __ J,_____Jl;_\ _ __;.___,i_ ---". --t____ --_____ j ____ = = =-T-L~ --~--::_-::::..-::::..-::::.::-_::_-::::_-::::_-:::· Remove asphalt concrete surfacing Concrete expansion dam Joint seal (MR = ½") I I Repair spalled expansion dam 1 ' -O" ' ' -----------t-------r·---------------! _____ -----------------1 T-------------------------------------------------------------· 1 1,------------------------------------------------------------7, -~--------------------------------------------------- \ \ ~ ; ' ' ', \ I -----------I----\ l -+ -----+-----------7----------------. ------ : 20 -6 -: Existing sidewalk joint seal and (to remain) cove, p I ate at , \ I I 4 \ \ : ' \ , o"+ : , , , 36 --I I I I I \ I I \ \, I I 3 I I ' ' I I ' ' ' \ ' :;;;::\ 4 I I . ' ' \ :;;;:: ' ..____ \ 0:: I ' ' ' I , I ' I I I I I . ' I I 4 ..____ ' er:\ I I . . .. I I I 3 ' . I I I I . ' I I I I 3 I \ . ' I I o\ \-\ I \ <==:i TO CARLSBAD Blvd I D' \-\ Ll\ z, I ' ' I I ' I ', . . ' . I I i I ' . i I .. .. I I .. I I BB 1749+76.12± Elev 77.48' 1750 4 .. .. I I I I .. ' . I I . . I I ' . I I (t POINSETTIA LANE, \ I I I . ' I I . ' . ' ' ' !\:¼ ~\ I I I ' 4 I I 4 ! I • . ' ' 1 7 51 1 \ l __________ 7 1 754 ' I I -----------------1------------------------------------------------ I l \ --------------------------------------------: _____________ _!_ ----------------------------------------------------------------- ·. ', ' ', _____________________________________________________________ _J_ L ________ ------------------1---------------------__ L_ ----- ------,--------------- ------------------\ · --------. -----------:------------------------- ' \ ' \ ' \ ' I ' \ ' I ' I ' I ' I ' I ' l ' \ ' ' I I \ \ I ' I I I - NOTE: The contractor sha 11 verify al I control I ing field dimensions before ordering o, fabricating any material. DE l·I C 1450 Fraze, Rood, Suile 100 San Diego, CA 92/08 185815U-8377 PLAN 1" = 10' PRJ. ENGR.: C. TORNACI DETAILS BY, -~V~·-T~R~l~N~H~ PRJ. MNGR.: C. TORNACI ENGINEER OF WORK: DATE: 08/23/19 SCALE, AS SHOWN JOB NO.: 2555 DATE: 08/23/19 RCE: -----------------------------------------------------1- E B 1751+20.82±; Elev 76.86' --------+---------' ---------------------------1--------------------·-·r------' . I i ' I ' \ ' I ' I ' \ ' I ' I ' I ' ', ' I ' \ ' I . -_______ -•a=• a= a a= a a= a -----;---.!_ ---------------_ L _ ---__ I I 5 ' \ ' TO 1-5 -----. - --- --- --- --- --- --------- --- ---. -- ----'I'-_-__ -__ -_-__ -_-_-__ -_-_-_-__ -_-_-__ -_+--'L-=-=~,~~~~~ ~~~~~ -I ====<>==cc===r:i===o===ol r------------------------------- T T q ' r I ? ?-0' ES S / O,y 'v -----4( "'"' <"' /::' CHARLES G. ~ "> TORNAC I 66058 DA TE INITIAL DATE INITIAL ENGINEER OF WORK RFVISION DESCRIPTION OTHER APPROVAL DA IE INITIAL CITY APPROVAL I S2ET I CITY OF CARLSBAD SHEETS I 12 PUBLIC w □RKS DEPARTMENT 2019-20 BRIDGE PREVENTATIVE MAINTENANCE POINSETTIA LANE OH GENERAL PLAN APPROVED 1_/ . / j , HOSSElN TIDEH l'k?~ ~h..__ o'fh'fb,JC, ENGINEERING MANAGER PE 5991 EXPIRES 6 /30 /20 / ~ TE DWN BY: Vi PROJECT NO. I QRAWl~IG NO.' CH K D B Y: --'-R'-=B'-- R VWD BY: rT 6066-19 517-5 i Exist RAISED MEDIAN (TO REMAIN) NOTE: 1 '-5" 3" 1 '-5" SAW CUT JOINT SEAL 86 _21 SAW CUT I : : I Exist EXPANSION DAM TYPE A, MR = 1/2" 1 =1:t4 Cont, Tot 2 / 3/4" CHAMFER, 1 r RAPID SET I CONCRETE Typ 2½" Cir Min ~1 : \ I \3 ~ I: ' ~ I~ -.--~ MATCH Exist AC OVERLAY PROFILE .. -----~---,+----~-~~-~_,........,.,........_ \ ------------r ' \-I ! l/) !-. ---. -___________ L _____ : _J_ _____ _L_ __ ------··-. ------------. --------------- 1 ' : \ , I • . ---------------------------·-rt·-------------------------_____ l _____ -------- i \ I j i : I : I I : \ : I \ ; I -------------- ------------'---~----------------------------------------j I ' I I • ' I ' \ . ' . I . I . I ' I . I . I . . I . . I ' \ \ . I . ' I . . I \ . . I . I I . . I . . I . . I . \ \ . --------------------------------------------------\ ,-:-\------------------------ , ' I • ' I , ' ~ '. ,\ ~ ~-'----'----t--'1--"--"-----.....::....---'---"--"--++.....::....__L .. _______ _ #4 @ 18 DRILL AND BOND DOWEL IN 5" DEEP HOLE \ \ \ 3" ' 't--'---#4 Cont, Tot 2 -- I I Exist JOINT OPENING VARIES SECTION A-A 3"=1'-0" JOINT SEAL 86-21 TYPE A, MR = 1/2" (RAPID SET CONCRETE 1 Exist #4 Cont, I rExist #4 Cont, Tot 2. CLEAN & REUSE ' ··------, --_\ ---------------------------------------- I Tot 2 (TO REMAIN)l \ ~' -----'----U -. ------. ----------------,---. --.. -. -------_ _j ----t-----------------------------.,. I , ' . : ,_. ------------------------------1--f - I /'' ' • l : / i ,_. L ________ _; _____ --------------------------->-------------------7 I I , : ] / / ' \ \ : I I ' ------------------------------ ,-' \.------------------------------..__, "'-, i \ , ---.. -.. -'-...L...--L-'-''----...L..._L. ______ . -. ------------, __ --.. ---I Exist #4 @ 1 8± ( TO \ REMAIN) J SECTION B-B (TYP.) 3"=1'-0" , I ' ' \ \ \ 1: ____________ 1 _EXIST SIDEWALK COVER \\ \\ PLATE AND JOINT Ii 1.1 SEAL(TO REMAIN) ' , I \ : \ ' : \ : i \ • I ' , \ ; i \ ' l , , - - - - - - ----- - -- - - - - - - - - - - ------ -- - ------ - - - -- - -- - ---__ .l, _\ -j.J_ --- --- --- " -- --- " -- -- ----------------------------------------------------·-·t------------------------- :, \ ---------------------------------------------------____ J • ---------------------- CONCRETE EXPANSION DAM ¾" = 1 '-0" ' i I I I ' ~~~~~!?~ PRJ. ENGR.: C. TORNACI DATE: 08/23/19 DETAILS BY, V. TRINH SCALE: AS SHOWN C. TORNACI PRJ. MNGR.: JOB NO.: 2555 ?l'o,ESS/o,v <) ---4( ,,_<v <' /:.' CHARLES G. {; :'; TORNACI -;, I I ~ Q_ XW Wo flu LO <r The contractor sha 11 ENGINEER OF WORK: " "" ;,'. No, 66058 ;;; Lho.r-le s lor-w:co DAT~, 08/23/19 E 6-30-20 {< xp.~~~1)} s CIVIL DATE INITIAL I I I ' I I ' \ I ' ' Exist CONCRETE I ' ' I I I I 3" Min, 1 Yf:2. \ 1 \/'-",\ \ \ \ \ \ I, I \ , I I • I I I I I / • I I / / I I ,-r--,.._ I / / / I ,/ ----' ' I LIMITS OF CONCRETE ( EXPANSION DAM 1 REMOVAL AND REPAIR SPALLED EXPANSION DAM ' : ------SPALLED OR ,, : UNSOUND CONCRETE ' I I ' ,, I I I I ' I \ \__ Exist AC OVERLAY __;..--CLEAN & REPLACE EXPANSION DAM~ Exist JOINT SEAL ~ JOINT SEAL OTYPE A, MR - i J . I I ' I I ' I REPAIR SPALLED EXPANSION DAM LEGEND: ½" P7'.:21 limits of concrete expansion dam ,emovol ~ Limits of remove asphalt concrete surfacing I SH3ET I CiprJ1c s~Kscrl?~h~E~TAD 11 s12~s I 2019-20 BRIDGE PREVENTATIVE MAINTENANCE POINSETTIA LANE OH DETAIL NO. 1 ' ! APPROVED~""-• -;J,_ -/,/\. HOSSE,N AJIDEH t:/'f /4>'-! /2,,,fl ENGINEERING MANAGER PE/75991 EXPIRES: 6-/30/20 / AlATc' DWN BY: VI PRO,JECT NO. I DR.AWING NC. DATE INITIAL DATE INITIAL RB verify al I control I ing field dimensions before ordering or fabricating any material, 1450 F ra1ee Rood, Suite JOO Sarr DIOJO, CA 9W8 1858} 514-83!1 RCE: /"47; ------1'.,.,'>- f" OI' CAL\l'O ENGINEER OF WORK REVISION CHKD BY: I DESCRIPTION 6066-19 517-5 OTHER APPROVAL CITY APPROVAL RVWD BY: rr I BRIDGE LENGTH 35'-11 1,a"+ 46' Q"+ 35' 11 5/8 "+ BB ____.. -EB 71 ' o" + 1 , -o"+ 5'-0"± 32'-o"+ 32' Q"+ 1 , -011 + 4 '+ 1 2'-0"+ 1 2 , -oil+ 4 '+ 4 '+ 2' -1 O" + 1 2' O" + 4 '+ DER ) f/\ED MED ~ SHO SHOUL ULDER I, I I :~ ,-!, IIJSII ,. LINE--,\ ~' I I I I ".)._' I I .. I I ".)._' c@ ___ ~-------- A,_: ~:-:-·:3--r-t :-:.: :-:.: ~ --:-= = =--= =::--= =; L -, = = ==: = = ,--,: :...-: : :...-: : :...:---: :...· . :...·.-: :...; '' -----=---·_--:_-_-_-:,---_: -:_:-_ -_ ·_:-_-_ -·· ----- : !ll@J ! ! L.~ L •• J I ! r , I ' I -I ·--·-·-·--·-__ [1 ! : i ; i : : : ; : -··i ~---~ ABUTMENT 1 BENT 2 BENT 3 DEVELOPED ELEVATION ®V2J ®[;\SJ @]'JJ)R5<ia AREA TO RECEIVE METHACRYLATE TREATMENT-STAGE 1 AREA TO RECEIVE METHACRYLATE TREATMENT-STAGE 2 AREA OF SIDEWALK RAMP REMOVAL AND REPLACEMENT 1" = 10' TOP OF PCC LINED SLOPE BTM OF PCC LINED SLOPE ---- I I g rg / / <==1 TO MARRON RD !) BB 61 +91 .57± ELEV 23.08± 0) I JBTM OF PCC LINED SLOPE It CHANNEL ----------------------------------------------------- ----------------------------------------- ------- ------~-- ----------------------- ------ TOP OF PCC LINED SLOPE ------------------ ABUTMENT 4 9 ---··---~--=::::::. ·::: __ _ . \ ' . \ \ ' ·. \ \ \ . ' ' : \ . \ \ ' ' . \ ' ' \ \ ' ', \ --0. \ ·, ' \ ' ' 1 ' \ \ ' ' ' \ \ \ ' ' ' \ \ \ ' ' ' ' ' ' ' \ \ ' ' \ \ \ ' ' \ ' ·. ' \ \ \ ' . \ ' ', \ ' ' ' ---- A --------------1 ---- -------- ------ ·---------- --------- TO SR-7Sc:=:> -------- ··-------- 12'-o"+ 12'-0"± --~, 4'± 12'-0"± -----------------------------------------::::_=··-----___ w_ ·-----', i,_ ,,_ \/ \ \ ------. -. --.. - -.. -.. =:.=:::.:ft:__,,;:-';-::~": :-::.-::?c.::_~c. ·=· ~ c.·.~c.--.. - 12'-0"± NOTE: THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL E ~~~~;~~ 1450 Frazee Rd. >Jlte 100 San DIOJO, CA 9~23 185815n-B3TI PLAN 1" = 10' PRJ, ENGR.: C. TORNACI DATE: 08/23/19 DEHILS BY, J. NOTTNAGEL SCALE: AS SHOWN PRJ. MNGR.: C. TORNACI JOB NO.: 2555 ENGINEcR OF WORK: U101Je s \oMcac,,; DATE: 08/23/19 RCE: 8 I\\ \ \ \ . \ __________ .,:c_--::,:_~-_:_,_-r---=·----y-._==-·----,--==---=--_J ' . . . ---4 , + \\\\ D - ,fr_\ \ \ \ \ \ \ \ ...._______ ~ \ \ \ ~ \ ' ' ' \ \ \ \ ....... i I ' ! ' I l'-on.s s 10 1 ------lit 4 <v"' ( (/ ::::,"°' CHARLES G. '½, I~ TORNACI - '-' ~ ~ No. 66058 ;; I i {< Exp. 6-30-20 CIVIL ,:-.S;-4;-, 'i>,\'1- c OF' CALl'io« DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION C ' ' ~ __ I :_ _ _bc,.=1cc=,;__bcc=,,---; I I I '-~' i I E 0\'I ,_-_,---·' :_, , __ : ,, 1,..c.-..., 1 '-¼' B TYPICAL SECTION DATE /s" = 1 O' LEGEND: CJ) REMOVE METAL BEAM GUARD RAIL @ REMOVE AC SIDEWALK RAMP (] REMOVE PCC SIDEWALK RAMP AND AC SIDEWALK @ lNSTALL MGS TRANSITION RA[LING @ INSTALL TL-3 IN-LINE TERMINAL SYSTEM @ CONCRETE END BLOCK CD PCC SIDEWALK @ TREAT BRIDGE DECK W[TH H[GH WE[GHT METHACRYLATE (HMWM) MOLECULAR ® SIDEWALK JOINT SEAL COVER PLATE (@l REMOVE TRAFFICE STRIPE AND RESTRIPE AS EXIST AFTER HMWM TREATMENT NOTE: FOR VIEW A-A, B-B, AND C-C SEE DETAILS NO. 1, SHEET 5. EXISTING UTILITIES LEGEND: @ 4-5"¢ ABS CONOUlTS-SDG&E ELECTRIC @ FUTURE UTIL[TY OPENING @ 3"¢ HP GAS CARRIER INSIDE 6"¢ STEEL CONDUIT (VENTED)-SDG&E @ 2-24"¢ FORCE SEWER MAINS-VISTA SANITATION DISTRICT ® 21-;,;''¢ GALVANIZED STEEL WATERL[NE- VISTA SANITATION DISTR[CT SHEET CITY OF CARLSBAD! 4 Pc.lBLIC \./ORKS D>PARTMENT ; s121s I 2019-20 BRIDGE PREVENTATIVE MAINTENANCE JEFFERSON STREET BRIDGE GENERAL PLAN I APPROVED . k )J_..___ . Hoio/J;i{~~EH I /~a~, -I ENGINEERING MANAGER P E. 7~9il'1 EXPIRES: 6 /30 /20 7 /oA TE !OWN BY: JN INITIAL PRO,JEC t NO. DATE INITiAL CHKD BY: RB '.JRAWING NO. OTHER APPROVAL CITY APPROVAL RVWD BY: rr 6066-19 517-5 EXISTING UTILITIES PULL BOX~ 1" EXP JT FILLER BETWEEN EXIST CONCRETE BARRIER AND NEW SIDEWALK RAMP 1/2" GAP BETWEEN EXIST RAIL TUBES AND END BLOCK MIDWEST GUARDRAIL SYSTEM A77U4 TL-3 INLINE TERMINAL SYSTEM i..1c-----T-R_A_N_S_I -T-I O_N_R_A_[_L_I_N_G ___ "'~· --+----,....._c=---=---'-'--'-"2 '--'5-'-' =M-I -'-N-=, -'-5"'-6cc.':..c.M:..c.A=X---=----=---'--="'--",~ 6'-0" FROM TOP OF RAMP \ ADJUST TO GRADE \ SIDEWALK JOINT COVER PLATE ------- -MAX -4% ______ EXIST CURB AND GUTTER REMOVAL 6'-0" ± EXISTING ASPHALT AND/OR PORTLAND CEMENT CONCRETE LEGEND: 1" EXP JT F[LLER BETWEEN\ EXIST CONCRETE BARRIER AND NEW END BLOCK , SIDEWALK JOINT TAPER 1 c::::c=.-4 COVER PLATE, / --------------------------------_ _j __ ~\~;-;::-----------: 111 :::-~-A-X-----~: 1 ~ ~1~· t~~±1'1'~~1 ~" ~~~~~~~~~~~~~~~~~i~~~~~3:~~'.~~~~~~~ I I A77-V1 : I I I I ----------------------- EX[STING AC SIDEWALK L=1 5'-8" + CONC END BLOCK CONCRETE RAMP REMOVE EX[ST AC DIKE SIDEWALK L=1 7'-0"± NEW PORTLAND CEMENT CONCRETE SIDEWALK EXIST AC OR PCC RAMP OR CURB AND GUTTER TO BE REMOVED L=1 0'-0" NEW PORTLAND CEMENT CONCRETE SIDEWALK L=17'-O" VIEW A-A: SOUTHWEST SIDEWALK 3/8" = 1 '-0" ** DIMENS[ONS SHOWN ARE MEASURED ABOVE GUTTER FLOW LINE 1/2" GAP BETWEEN EXISTING -CONCRETE L=24 '-0" VIEW B-B: NORTHWEST SIDEWALK ¾" -1 '-o" CAL TRANS MIDWEST GUARDRAIL A77U4 TL-3 INLINE TERMINAL SYSTEM 'i.1•-~s_Y_S_T_E_M_T_R_A_N_S_I_T_I_O_N_R_A_!L_I_N_G __ __J,,r+-------1---1-~---2-5-c-, _M_I_N_, -5-6~,-M-A-X------A,~ A77-U1 RAIL AND CONC END BLO-~-~--------/END BLOCK ~--r~T-~=:=~~~~~~:?;_ ,-------,-Lt-; ----------t=="iii"l----ca~--, . . . . . . . . • ' ' ' Fc-f'c~ ___ -_-_--~ • 1---~ ' ,1 11 :1 11 1" EXP JT FILLER BETWEEN EXIST CONCRETE BARRIER AND NEW END BLOCK i! ________________________ _ 1 0'-0"* EXISITING F ENCE~· ! ' I I , 6" MIN** ' 1 0 1/2" MAX** : i I : : I I ' : i I : : I 1 : s'-o"+ i ,.: ,--E-x_1_s_T_s-"I-D---'E"'--w-A-=L-K_W_I D_T_H_---i, I I ' : i I , : i I : I ' I \__REMOVE CONCRETE SIDEWALK RAMP AND AC SIDEWALK _______ REMOVE EXIST CURB AND GUTTER -----------r·-1·------------------·-·1-··1 --------1 ·· :··----------- _j ____________ [ ___ l ___________ J ___ L ________ J ___ L ________ .l_ __ 1 __________ 1 _L __ r--------------------------------------------------------------------------------------- , EXIST CURB AND GUTTER *LIMITS OF REMOVE EXIST CURB AND AND GUTTER AND REPLACE WITH CONCRETE END BLOCK VIEW C-C: SOUTHEAST GUARDRAIL 3/s" = 1 '-o" EXISITING FENCE~I : I I : : I I , : i I : : I ! : SIDEWALK WIDTH I ,Cc-------------i : i I , : i I , : i I PCC CONFORM SIDEWALK FACE AT BOTH ENDS SIDEWALK\ FG = OG = GUTTER FLOW LINE ,,------r t1:4 @ 1 2 I / 1 / f / GUTTER PER SDRSD G-02 TYPE ~==!:;:;;;I1==~==~====:;::::::c!q-~; ~G CONFORM GUTTER SLOPE AND ---=,--------.--~:a::-::--:r'-7 . . . . i FL OW L I NE AT BOTH ENDS OG__) 61/z" MIN**, 14 1/2" MAX** AG~~ECGLAATSES ~lsEv-~~-T;g~~-igi-i~~-:i~-J-- S I DEWALK BASE REPLACEMENT • • U------EXIST AC DIKE --------------=:====----· -----==~=-==~=============== ---------------- REMOVAL SECTION D-D ** DIMENSIONS SHOWN ARE MEASURED ABOVE GUTTER I SHSE~ I CITY OF CARLSBAD SHEE'S I 12 , NOTES: CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL FOR SECTIONS E-E, F-F, AND G-G, SEE DETAILS NO. 2, SHEET 6 ~~~~;~~ t45D Frazee Rd. Suite 100 San OiOJO, CA 92123 /8581514-BJTI 3/4" = 1'-0" FLOW LINE PRJ. ENGR.: C. TORNACI DATE: 08/23/19 DET.A!LS BY: J. NOTTNAGEL SCALE, AS SHOWN PRJ, MNGR.: C. TORNACI JOB NO.: 2555 ENGINEER OF WORK: U101'--le s (or--vae,; DATF: 08/23/19 RCE: DATE INITIAL DA1E INITIAL . ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL PUBLIC w □RKS DEPARTMENT ' 2019-20 BRIDGE PREVENTATIVE MAINTENANCE JEFFERSON STREET BRIDGE DETAILS NO. 1 APPROVED¼ HOSS;~ A I . f 06$1 •. ,-,C,,oY, ENGINEERING MANAGER PE 1'5991 EXDIRES: 6 /30 /20 / I DATE T DWN BY: JN PRO,JECT NO. DRAWING ~10. DATE INITIAL CHKD BY: ,~B 6066-19 517-5 CITY APPROVAL RVWD BY: rr -:1 5'-0" WABO SAFETYFLEX JOINT COVER MODEL~ SFP-600 OR EQUIVALENT \ . \ R' _·1s, \S '' "' " '7 EXIST SIDEWALK WIDTH REMOVAL SECTION E-E '' ss \'. ,, '' \.\ ,..,, s, \\ ,, " ' \ \\ y, \-, s, ,, " '\/ A "---- i ~ ! I -~ ~ CONCRETE EXPANSION ANCHOR I L • I I - #5 nJ 2'-0" 2'-0" A77-V1 #SC ::)tot 5 #5x5'-7"@ 16 -----_z..a__,. 2 , -1 13~6" #5x5'-7"@ 8~ ---=--~ 3'-0" I • FG #5 tot 12 SIDEWALK WIDTH -5'-0" V) X 0:: <i:w ::;;;:o_ -<( -f-U) -PCC SIDEWALK CONFORM SIDEWALK FACE AT BOTH ENDS -' 0 NZ <( #4 @ 1 2 ~FG = OG = FL • • #5 @ 12 ALTERNATE ~#4 tot 2 #5 [J 1 2 • . 77 MIN 4':~ " , t 6" CLASS II I ---c --'~~AGGREGATE BASE BOTTOM OF AGGREGATE BASE \_ BOTTOM OF PCC SIDEWALK REPLACEMENT FOR DETAILS NOT SHOWN, SEE SECTION F-F FACE OF RAIL MGS TRANSITION RA[LING OR TL-3 TERMINAL END SYSTEM 1 2" FACE OF CURB 7" MAX SIDEWALK JOINT SEAL COVER PLATE DETAIL NOTE: THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL ~~~~~~ 1450 Frazoo Rd. Suite 100 San OiO]C CA 92123 (85815/4-83?1 PRJ. ENGR.: C. TORNACI DATE: 08/23/19 DETA~S gy,J.NOTTNAGEL SCALE, AS SHOWN PRJ. MNGR.: C. TORNACI JOB NO.: 2555 ENGINEER OF WORK: U10c.l'--le s loMA110 DATE: 08/23/19 RCE: I ' ' ------- SECTION G-G ¾" = 1 '-0" 11'-o,ESSJo,t, <:) 4, <>c" "' /:" CHARLES G. "'S "' TORNAC I --'-' ~ No. 66058 -,, Exp. 6-30-20 >, s;-CIVIL 1 l ,!,.''> t OF" CALl'O,i: ' DATE !NI :IAL ENGINEER OF WORK REVISION DESCRIPTION LEGEND: A77-U1 ' ! I I EXIST AC OR PCC RAMP OR CURB AND GUTTER TO BE REMOVED EXIST METAL BEAM GUARD RAIL TO BE REMOVED ' N, I z 2 - ill 1" CHAMFER, TYP __ GUTTER WIDTH TO MATCH EXIST GUTTER PER SDRSD r G-01 CONFORM GUTTER SLOPE TO MATCH EXIST AT BOTH ENDS fC-,L-+,---,---,..L-------,,;,,c-.----- • F G = OG (EXIST CURB AND GUTTER REMOVAL NOT SHOWN) ~ l . . . ....__PLACE CONCRETE END ~-n~--" BLOCK FOUNDATION I--I AGAINST UNDISTURBED SOIL 1 ' -9" SECTION F-F 3/4" = 1 ' -0" I i I S6ET I ! CITY OF CARLSBAD I i I ! PUBLIC w □RKS DEPARTMFNT SHEC:TS 12 i 2019-20 BRIDGE PREVENTATIVE MAINTENANCE I ' ' I I JEFFERSON STREET BRIDGE ! i ' DETAILS NO. 2 ! ; ! APPROVED 1/4 . HOS\%'i~fH ' ;%.,~-oSk.--,-,Cf, 01/. ' ENGINEERING MANAGER PE 75991 EXPIRES: 6 /30 /20 / {MTE ! \DWN BY: JN DATE INITIAL DATE I INITIAL PROJECT NO. DR.AWING ~I0.1. j CHKD BY: RB ' ' rr 6066-19 I 517-5 OTHER APPROVAL C!TY APPROVAL : RVWD BY: (NO RETAINING ' I BRIDGE LENGTH = 90'-0" 4 ,, o" :) _, ='= 45'-0"± BENT 2 DATUM ELEV= -10.0 106+00 1 07+00 ELEVATION TOP OF EXIST_):\ LINED CHANNEL 1" = 20' BOTTOM OF EXIST _,,) LINED CHANNEL PLAN 111 = 20' ~~~~~~~ PRJ. ENGR.: DETAILS BY: PRJ. MNGR.: BOTTOM OF EXIST LINED CHANNEL C. TORNACI DATE: 08/23/19 V. TRINH SCALE: AS SHOWN C. TORNACI JOB NO.: 2555 I ENGINEER OF WORK: Lk10,1J e s ~,a C: DATE: 08/23/1') 1450 Frazoo Raad. Suite JOO San Dleg~ CA 9808 18581514-83?? RCE, '2-orEsslo 'i ---------lv4 <v"' < 0-<' /':' I CHARLES G. 7i, !:; / TORNACI ~ \No. 66058 s' Exp. 6-30-20 ,;, CIVIL S'l";,r, ---z.'"' (' OF CAL\fO'i' A VARIES 52'-0"+ ' 1 '-0"± 5'+ 8'-0"± 36' MIN± & VARIES "12'-0"± 21 '-0"± 31 '-0"± 5,'-0"± 1 1 '-0"± ----.i i------i------i'---------------~~--~~---------..;...-----------+-------:' 14----- ! 6'± 1 5'-0"± 14'-6"± TYP I C,4L SECTION 1" = 10' LEGEND: G) REMOVE CONCRETE CURB R.AMP ANO PLACE AOOlTlONAL FlLL. INSTALL CONCRETE CURB RAMP WITH RETAINING STEM (?) TREAT BRIDGE DECK WTTH HIGH MOLECULAR WEIGHT METHACRYLATE (HMWM) G) REMOVE TRAFFIC STRIPES AND RESTRIPE AS EXJST AFTER HMWM TREATMENT ~ AREA TO RECEIVE lvlETHACRYLATE TREATMENT (STAGE 1) W AREA TO RECEIVE METHACRY,_ATE TREATMENT (STAGE 2) tX>:Q1 REIMOVC:. CONCRETE CURB & GUTTER, AND REMOVE CONCRETE CURB RAMP NOTE: CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL. EXIST UTILITIES LEGEND: @ 18"x1 8" OPENING FOR 10;)/~" 0.0. Oil PRODUCTS LINE. (SAN DIEGO PIPELINC:. CO.). ENCASED IN 16" O,D, STEEL PIPE @ 1 6 "x 1 6" 0 PEN ING FOR 6" GAS L IN E ENCASED l N A 1 0 :r~" 0 • D . STEEL PlPE. (SDGE) @ 14"x28I/2 " OPENING FOR 9-31/2' TRD (PACIFIC TELEPHONE AND TELEGRAPH COMPANY) @ OPENl~JG FOR 16" 0 DIP WATER LINE (CITY OF OCEANSIDE) ® 14" WATER IN 24" 0 CASING WITH 28" 0 UTILITY OPENING ® 12" RECLAIMED WASTE WATER IN 20" 0 CASING WITH 24" 0 UTILITY OPENING © 1 I_ 5:r .x 1 / - 6 11 FUTURE UTJLJTY OPENING ® 2'-0" X 1'-6" FUTURE UTILITY OPENING CD 1-1/2" 0 SIGNAL & i 1 GHT'Nr' L.l i _!_ U CONDUIT. 0 4-5" PVC SAN DIEGO GAS & ELECTRIC co. ® ,, 3 II PV~ OCEANSIDE CA.BLE VISION ' -' , L . i I SH7ET I CITY OF CARLSBAD SHEETS 12 PUBLIC WORKS DEPARTMENT ' 2019-20 BRIDGE PREVENTATIVE MAINTENANCE ' ! EL CAMINO REAL BRIDGE 1 ' GENERAL PLAN ' ' I ' ! APPROVED lie 11.~ HOS¼l~JIDEH ' ' . I ' OSi,£ cR/rll, rf! i I ENGINEERING MANAGER PE 75991 EXPIRES: 6 /30 /20 / IDA~E ' ! ' DWN BY: VT PROJECT NO. DRAWING NO. DATE INITIAL I DATE INITIAL DATE INITIAL CHKD BY: RB ' 6066-19 517-5 ENGINEER OF WORK I REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: CT ' ' I REMOVE CURB RAMP & INSTALL NEW CONC CURB RAMP, CASE C PER SDRSD G-29 WITH 7.5% MA.X SLQfES AND RETAINING STEM SW SIDEWALK -PLAN VIEW NTS < REMOVE CURB RAMP & INSTALL NEW CONC CURB RAMP, CASE C PER SDRSD G-29 WITH 7.5% MAX SLOPES AND RETAINING STEM SE SIDEWALK -PLAN VIEW NTS DOKKEN I PRJ. ENGR.: Co TORNACI DATE: 08/23/i9 DETAILS BY: V. TRINH SCALE: AS SHOWN PRJ MNGR. C. TORN AC I .!OB NO. ?555 ENGINEERING . " -. " ENGINEER OF WORK: DATE: 08/23/19 1450 Frnz~ Rood, Sui!, 100 Son {/OJO, CA 92108 18581514-8377 RCE, / / / _ PERMISSIBLE 1 R'=-i~OVE CURB RAMP CONSTRUCTION ( JOINT ) 1'-0"± ~41@ 12, GALV INSTALL NEW CONC CURB RAMP, ~CASE C PER SDRSD G-29 WITH 7.5% MAX SLOPES AND RETAINING STEM i -~-:=~,1-~---,~----~-----~----s----'\ I ' --~~=~~~'\: \ ---7 G._~~ _ 7~ --r----~~--~~~ -~-~ -~~~-:----~~:~ INSTALL '--->I---+ J::-T~--------------- ,, O G__; --------------RETAINING // STEM ---------,_l 6" CLASS I I AB REMOVAL 4"@12 / MAX (GA.LV)// .1F OG = FG---J'"" / R 5'' SECTION B-B I/ II _ 1 1 12 -' 0 ' N PROPOSED ,.,,,.------__ ,,/-,,..--- / / _,,..-:,,,.--,------------------ ' I ' I ' ' --------------, ---------------.,__ -------- --------- ----------=~-----~~~--------------------) ___________________________ _ REMOVE CURB RAlviP AND INSTALL NEW CO!~C L 1/)' EXP CURB RAMP WITH RETAINING STEM, CASE C " COLD JOINT PER SDRSD G-29 WITH 7.5% MAX SLOPES JT FILLER AND RETAINING STEM SW AND SE SIDEWALK -ELEV VIEW NTS I i ' ' I i I ' DATE INITIAL i DATE INITIAL DATE INITIAL ENGINEER OF WORK I REVISION DESCRIPTION OTHER APPROVAc CITY APPROVAL I SHEET ! CITY OF CARLSBAD I SHEETS 8 I I 12 i PUBLIC w □RKS DEPARTMENT 2019-20 BRIDGE PREVENTATIVE MAINTENANCE EL CAMINO REAL BRIDGE DETAILS NO. 1 APPROVED¼ . hJ,l . HO;f!<f~f, / 01>~. ENGINEERING MANAGER P.E. 7599.l' EXPIRES: 6/30/20 I ,0'ATE OWN BY: VI I PROJECT NO. DRAWiNG NO. CHKD BY: RB ' 6066-19 517-5 RVWD BY: CT I I , I ) > ED :i • • • EL CAMINO REAL 500' 500' 500' 540' i--~,,~~-i----------------:~------:-0 TAPER i---1\ ~-~ • • 0 i 0 0 W20-1 C20(CA)R W4-2(RT) TRAFFIC CONTROL NOTES SIGNAGE NOTES 0 0 • • 0 0 0 C30(CA) t WORK HOURS TO BE RESIR/CIED TO 9 PM TO 5 AM UNLESS APPROVED OTHERIIISE. 2, PEDESIRIAN CONIROI.S IIILL BE PROVIDED AS SHOI\N, 1. AT LEAST ONE PERSON SHALL BE ASSIGNED TO FULL TIME MAINTENANCE OF TRAFFIC CONTROL DE"1CES ON ALL NIGHT LANE CLOSURES. STAGE 1 TRAFRC CONTROL PLAN: EL CAMINO REAL SCALE: 1" 40' 3, PEDESIRIANS SHALL BE PROTEC/ED FROM ENTERING JHE EXCAVATION BY PHYSICAL BARRIERS DESIGNED, INSTALLED, AND MAINTAINED TO JHE SATISFACTION OF JHE CITY ENGINEER, 4. TEMPORARY "NO PARKING/TOW AWA y" SIGNS STA TING JHE DA TE AND TIME OF PROHIBITION IIILL BE POSIED 72 HOURS PRIOR TO COMMENCING WORK. CALL CARLSBAD POUGE DISPATCH AT (760)931-2197 TO VALJDATE POSTING. 5. ACCESS IIILL BE MAINTAINED TO ALL DRIVEWAYS UNLESS OJHER ARRANGEMENIS ARE MADE. 6. IRENCHES MUST BE BACKFILLED OR PLATED DURING NON-WORKING HOURS UNLESS K-RAIL BARRIERS ARE PROVIDED. K-RAIL IS APPROVED ONLY Kl/EN SPECIF/CALL y SHOI\N ON THE APPROVED IRAmc CONIROL PLAN. PLATES SHALL HA VE CL£A IS AND COLD MIX AT THE EDGES AS APPROVED BY TH£ CITY INSPECTOR. 7. EXISTING SIR/PING, CROSSWALKS, LEGENDS AND/OR PAVEMENT MARKERS SHALL BE REPLACED BY THE CONIRACTOR IIITHIN 24 HOURS, IF REMOVED OR DAMAGED. 8. WORK THAT DISTURBS NORMAL IRAmC SIGNAL TIMING OPERA llONS SHALL BE COORDINATED 111TH THE CITY OF CARLSBAD. CONTACT SIREETS DIVISION AT (760) 434-2937 72 HOURS PRJOR TO COI.IMENCING WORK. 9. IRAmc SIGNALS SHALL REMAIN FULLY ACTUATED AT ALL TIMES, UNLESS OTHERIIISE APPROVED BY THE CITY ENGINEER OR HIS REPRESENTATIVE. IF IRAmc SIGNAL LOOP DETECTORS ARE RENDERED INOPERA llVE BY THE PROPOSED WORK, VIDEO DETECTION SHALL BE USED TO PROVIDE ACTUA llON. 10. FLAGGERS SHALL BE EQUIPPED 111TH A KIi/TE HARD HAT, AN ORANGE VEST, AND A 'STOP /SLOW" PADDLE ON A 5 FOOT STAFF. 11. ALL IRAmc CONIROL DE'ACES MUST BE MAINTAINED 24 HOURS A DAY, 7 DAYS PER !!£EK, BY THE CONIRACTOR. 12. ALL IRAmC CONT/?OL SHALL BE IN ACCORDANCE 111TH THE CAUFORNIA MANUAL ON UNIFORM IRAmc CONIROL DEVICES (CALIFORNIA MUTCD, LATEST EDITION). 13. IRAFFIC CONIROL PLAN SUBMITTALS ARE REQUIRED FOR EACH PHASE OF THE WORK IN THE DETAIL, FORMAT, AND QUALJTY ILLUS/RA TED ON THIS SHEET 14. ALL IRAmC CONT/?OL DE"1CES SHALL BE REMOVED FROM VIEW OR COvfRED Kl/EN NOT IN USE. 15. THE CITY ENGINEER OR HIS REPRESENTA llVE HAS THE AUTHORITY TO IN/TIA TE FIELD CHANGES TO INSURE PUBUC SAFETY 16. ALL WORK AFFECTING BUS STOPS SHALL BE COORD/NA 7ED 111TH NORTH COUNTY IRANSIT DISIRICT. CONIRACTOR SHALL CALL NCID AT (760) 967-2828 AT LEAST 72 HOURS IN ADVANCE OF STARTING WORK. 17. CHANGEABLE MESSAGE SIGNS SHALL BE USED IN ADVANCE OF IRAFFIC CONIROL ON MAJOR AND PRIME ARTERIALS, UNLESS OTHERIIISE APPROVED. THESE SIGNS SHALL BE SHOI\N ON THE IRAmC CONIROL PLAN. 1450 Frazee Road, Suite 100 2. ALL WARNING SIGNS FOR NIGHT LANE CLOSURES SHALL BE ILLUMINATED OR REFLECTORIZED AS SPECIFlED IN THE SPECIFICATIONS. 3. ALL ADVANCE WARNING SIGN INSTALLATIONS SHALL BE EQUIPPED WITH FLAGS FOR DAYTIME CLOSURES OF ALL MAJOR AND PRIME ARTERIALS. FLASHING BEACONS SHALL BE USED DURING NIGHT LANE CLOSURES. 4. A G20-2 "END ROAD WORK' SIGN SHALL BE PLACED AT THE END OF THE LANE CLOSURE UNLESS THE END OF THE WORK AREA IS OB"10US, OR ENDS WITHIN A LARGER PROJECT LIMITS. 5. ALL CONES USED FOR NIGHT LANE CLOSURES SHALL BE ILLUMINATED TRAFFlC CONES OR FlTTED WITH 13" REFLECTIVE SLEEVES. 6. FLASHING ARROW SIGNS SHALL BE USED PER THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DE"1CES (CALIFORNIA MUTCD, LA TEST EDITION). ~LENT TYPE SHALL BE USED IN RESIDENTIAL AREAS. 7. THE MAXIMUM SPACING BETWEEN CONES IN A TAPER OR A TANGENT SHALL BE APPROXIMATELY AS SHOWN IN TABLE 1. 8. ADDITIONAL ADVANCE FLAGGERS SHALL BE REQUIRED WIHEN TRAFFC QUEUES DEVELOP. FLAGGER STATIONS FOR WORK AT NIGHT SHALL BE ILLUMINATED AS NOTED IN SECTION 6G.20 OF THE MUTCD. 9. PLACE C30 (CA) "LANE CLOSED' SIGN AT 500·-1000· IN TERVALS THROUGHOUT EXTENDED WORK AREAS. 10. ALL REQUIRED SIGNS THAT ARE TO BE LEFT IN PLACE 0"1ER A WEEKEND OR HOLIDAY SHALL BE POST MOUNTED USING SQUARE PERFORATED STEEL TUBING WITH BREAKAWAY BASE PER SOR~ M-45. 11. CONSTRUCTION AREA TRAmc CONTROL DE"1CES SHALL MITT THE PR0"190NS OF SECTION 12 OF THE MOST RECENT EDITION OF THE CALTRANS STANDARD SPECIFlCATIONS. .. ~ 0 :j: * ~ NIGHT WORK TABLE 1 · TAPER LENGTHS . MINIMUM MINIMUM MAXIMUM APPROACH TAPER LENGTH NUMBER OF SPACING OF SPEED L' CONES FOR CONES ALONG (M.P.H.) TAPER• TAPER (FEET) ± 45 540 13 45 * BASED ON 12 FOOT WIDE LANE. LEGEND SIGNS DIRECTION OF TRAVEL PORTABLE SIGN ~ C20(CA)R TRAmc CON E/DEUNEATOR TYPE ][ BARRICADE FLASHING ARROW SIGN CONSTRUCTION AREA @> C20(CA)L ~ C30A(CA) ""' ~ C30(CA) PRJ. ENGR.: J. Tl,ORNBER DATE: 08/23/19 '?t'-orEss,0,v <) ~( <w DETAILS BY: V. TRINH SCALE: AS SHOWN PRJ. MNGR.: C. TORNACI JOB NO.: 2555 "'<; e, ~ CHARLES G. {, f:! TORNACI z W21 -5bR San Diego, CA 92108 (858) 514-- ENGINEER OF WORK: DA TE: 08 /23 /19 RCE: " "" ~ o. 66058 ~ {( xp. 6-30-20 .~ CIVIL -,,,Jt ~, .. OF CALlfO %> W20-1 MAXIMUM SPACING OF CONES ALONG TANGENT (FEET) ± 90 <G> W4-2(RT) <& W4-2(l T) ~ W20-4 m R3-1R I ROAgN~R/( I G20-2 SIDEWALK Q.OSED AHEAD R9-11 CROSS HER£ 0 DATE INITIAL ENGINEER OF WORK 0 0 G20-2~ 0 0 0 0 0 DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL MATCH LINE SEE SHEET 9 ~---\ 7 0 0 DATE 0 I I I CALTRANS R/W~I • I I I I I '\ ~ I ~ 0 I 0 I ~ [;:j ~ I ~ 0 -· II 350• • I ~ i--BUFFER ___,\.-----I i5 : I i I I 1-'\· 0 INITIAL I SgET I '\ CITY OF '\ '\ '\ I "" I I I CARLSBAD PUBLIC WORKS DEPARTMENT UL] 2 2019-20 BRIDGE PREVENTATIVE MAINTENANCE EL CAMINO REAL STAGE 1 TRAFFIC CONTROL. APPROVED /lo . h .! J . HOSSE\N., ,}/IDf~N oss..,..__ O'f. I ENGINEERING MANAGER P.E. 7590<' EXPIRES: 6/30/20 I DATE DWN BY: ,n PROJECT NO. DRAWING NO. CHKD BY: RB CITY APPROVAL RVWD BY: CT 6066-19 517-5 I I ) 7 $ :i I en I j) I ci\ ~ I ~I ~ ~ ,-'V ~ 0 "' 0 • ---J § I \CoO(CA) 0 ~ • I ~ I I G20-2 I I ~ '\ / ""-TRANS S/W I " TRAFFIC CONTROL NOTES 1. WORK HOURS TO BE RESTRIC7fD TO 9 PM TO 5 AM UNLESS APPROVED OTIIERlt1SE. 2. PEDESTRIAN CONTROLS l\fLL BE PROVIDED AS SHOl!1v. 3. PEDESTRIANS SHALL 8£ PROTEC7fD FROM ENTERING Tl/£ EXCAVATION BY PHYSICAL BARRIERS DESIGNED, INSTALLED, AND MAINTAINED TO TIIE SATISFACTION OF TIIE CITY ENGINEER. 4. TEMPORARY "NO PARKING/TOW AWAY' SIGNS STATING THE DATE AND TIME or PROHIBITION lt1LL BE POS7fD 72 HOURS PRIOR TO COMMENCING WORK. CALL CARLSBAD POLICE DISPATCH AT (760)931 -2197 TO VALJDA TE POSTING. 5. ACCESS lt1LL BE MAINTAINED TO ALL DRIVEWAYS UNLESS OTIIER ARRANGEMENTS ARE MADE. 6. TRENCHES MUST BE BACKFILLED OR PLATED DURING NON-WORKING HOURS UNLESS K-RAIL BARRIERS ARE PROVIDED. K-RAIL IS APPROVED ONLY I\HEN SPECIF/CALLY SHOl!7v ON TIIE APPROVED TRAFFIC CONTROL PLAN. PLATES SHALL HAVE CLEATS AND COLD MIX AT Tl/£ EDGES AS APPROVED BY TH£ CITY INSPECTOR. 7. EXISTING STRIPING, CROSSWALKS. LEGENDS AND/OR PAVEMENT MARKERS SHALL BE REPLACED BY TH£ CONTRACTOR lt7TIIIN 24 HOURS, IF REMOVED OR DAMAGED. 8. WORK Tl/AT DISTURBS NORMAL TRAFFIC SIGNAL TIMING OPERATIONS SHALL BE COORDINA 7fD lt1TII TIIE CITY or CARLSBAD. CONTACT STREETS DIVISION AT (760) 434-2937 72 HOURS PRIOR TO COIJMENC/NG WORK. 9. TRAfflC SIGNALS SHALL REMAIN FULLY ACTUATED AT ALL TIMES, UNLESS OTIIERlt1SE APPROVED BY TIIE CITY ENGINEER OR HIS REPRESENTATIVE. IF TRAmc SIGNAL LOOP DETECTORS AR£ RENDERED INOPERATIVE BY TIIE PROPOSED WORK, v1DEO DETECTION SHALL BE USED TO PROVIDE ACTUATION. 10. FLAGGERS SHALL BE £QUIPPED lt1TII A I\HITE HARD HAT. AN ORANG£ VEST. AND A "STOP /SLOW" PADDLE ON A 5 FOOT STAFF. 11. ALL TRAmc CONTROL Dfv1CES MUST BE MAINTAINED 24 HOURS A DAY, 7 DAYS PER WEEK, BY Tl/£ CONTRACTOR. 12 ALL TRAFFIC CONTROL SHALL BE IN ACCORDANCE lt1TII TIIE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES {CALIFORNIA MUTCD, LATEST EDITION). 13. TRAFFIC CONTROL PLAN SUBMITTALS ARE REQUIRED FOR EACH PHASE OF TIIE WORK IN TIIE DETAIL, FORMAT, AND QUALJTY ILLUSTRATED ON Tl/IS SHEET. 14. ALL TRAFFIC CONTROL DEVICES SHALL BE REMOVED FRQl,f VIEW OR COVERED I\HEN NOT IN USE. 15. TIIE CITY ENGINEER OR HIS REPRESENTATIVE HAS Tl/£ AUTIIORITY TO IN/TIA TE FIELD CHANGES TO INSURE PUBLIC SAFETY. 16. ALL WORK AFFECTING BUS STOPS SHALL BE COORDINA 7fD llfT/1 NORTII COUNTY TRANSIT DISTRICT. CONTRACTOR SHALL CALL NCTD AT (760) 967-2828 AT LEAST 72 HOURS IN ADVANCE or STARTING WORK. 17. CHANGEABLE MESSAGE SIGNS SHALL BE USED IN ADVANCE OF TRAFFIC CONTROL ON MAJOR AND PRIM£ ARTERIALS, UNLESS OTIIERl\fSE APPROVED. Tl/ESE SIGNS SHALL BE SHOl!1v ON 1HE TRAFFIC CONTROL PLAN. 1450 Frazee Road, Suite 100 0 0 3 • • • \ \ \ \JG20-2 \ * 0 \ I' CALTRANS \ \ \ - C30(C~ /o 500' C20(CA)R ~-----'- R/W -----540' - TAPER 0 ' 0 0 EL CAMINO REAL I I I I --- ~ CALTRANS R/W 500' W20-1~ l SIGNAGE NOTES I I I ----"1 to 0 500' R9 -11 1. AT LEAST ONE PERSON SHALL BE ASSIGNED TO FULL TIME MAINTENANCE OF TRAFFIC CONTROL DE\1CES ON ALL NIGHT LANE CLOSURES. STAGE 1 TRAFRC CONTROL PLAN: EL CAMINO REAL 2. ALL WARNING SIGNS FOR NIGHT LANE CLOSURES SHALL BE ILLUMINATED OR REFLECTORIZED AS SPECIFlED IN THE SPECIFICATIONS. 3. ALL ADVANCE WARNING SIGN INSTALLATIONS SHALL BE EQUIPPED 1'11TH FLAGS FOR DAYTIME CLOSURES OF ALL MAJOR AND PRIME ARTERIALS. FLASHING BEACONS SHALL BE USED DURING NIGHT LANE CLOSURES. 4. A G20--2 "END ROAD WORK' SIGN SHALL BE PLACED AT THE END OF THE LANE CLOSURE UNLESS THE END OF THE WORK AREA IS OB\10US, OR ENDS 1'11THIN A LARGER PROJECT LIMITS. 5. ALL CONES USED FOR NIGHT LANE CLOSURES SHALL BE ILLUMINATED TRAFFlC CONES OR FlffiD 1'11TH 13" REFLECTIVE SLEEVES. 6. FLASHING ARROW SIGNS SHALL BE USED PER THE CALIFORNIA MANUAL ON UNIFORM TRAmc CONTROL DE\1CES (CALIFORNIA MUTCD, LA TEST EDITION). SILENT TYPE SHALL BE USED IN RESIDENTIAL AREAS. 7. THE MAXIMUM SPACING BETWEEN CONES IN A TAPER OR A TANGENT SHALL BE APPROXIMATELY AS SHOWN IN TABLE 1. 8. ADDITIONAL ADVANCE FLAGGERS SHALL BE REQUIRED WHEN TRAFFlC QUEUES DEVELOP. FLAGGER STATIONS FOR WORK AT NIGHT SHALL BE ILLUMINATED AS NOTED IN SECTION 6G.20 OF THE MUTCD. 9. PLACE C30 (CA) "LANE CLOSED" SIGN AT 500'-1000· INTERVALS THROUGHOUT EXTENDED WORK AREAS. 10. ALL REQUIRED SIGNS THAT ARE TO BE LEFT IN PLACE OVER A WEEKEND OR HOLIDAY SHALL BE POST MOUNTED USING SQUARE PERFORATED STEEL TUBING 111TH BREAKAWAY BASE PER SDRSO M-45. 11. CONSTRUCTION AREA TRAmc CONTROL DEVICES SHALL MEET THE PR0\1Sl0NS OF SECTION 12 OF THE MOST RECENT EDITION OF THE CALTRANS STANDARD SPECIFICATIONS. .. ~ 0 :j: ~ ~ SCALE: 1 " 40' NIGHT WORK TABLE 1· TAP ER LENGTHS . MINIMUM MINIMUM MAXIMUM APPROACH TAPER LENGTH NUMBER OF SPACING OF SPEED L' CONES FOR CONES ALONG (M.P.H.) TAPER• TAPER (FEET) ± 45 540 13 45 * BASED ON 12 FOOT 1'11DE LAN E. LEGEND SIGNS DIRECTION OF TRAVEL PORTABLE SIGN C20(CA)R TRAFFIC CONE/DELJNEATOR TYPE ][ BARRICADE C20(CA)L FLASHING ARROW SIGN CONSTRUCTION AREA C30A(CA) C30(CA) PRJ. ENGR.: J. THORN BER QA TE: 08 /23 /19 "~ofESSto,y ,,,,, ~--~( DETAILS BY: V. TRINH SCALE: AS SHOWN PRJ. MNGR.: C. TORNACI JOB NO.: 2555 ENGINEER OF WORK: San Diego, CJ.. 92108 (858) 514--- DATE:08/23/19 RCE: :/' CHARLES G. \ ~ TORN A Cl -z "" -~6~60~58~-I l;; 6-30-20 i< ·"-CIVIL ·;;., ......... _~ ¢'''" ~ Di' CAUfO W21 -5bR ~ W20-1 MAXIMUM SPACING OF CON ES ALONG TANGENT (FEET) ± 90 <{1> W4-2(RT) /4)> W4-2(LT) w W20-4 m R3-1R IRoA~~RK I SIDEWALK a.osED AHEAD CROSS HERE G20-2 R9-11 W4-2(RT) C20(CA)R W20-1 500' 500' OATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION D ESCRIPTION OTHER APPROVAL CALTRANS w2oi1fT I 1 ooo· C20(CA)R I C30~(CA) r I R3-1 R R/W~ I I I I I I I I I I I I I I 350' i 350' o_J_ 0 0 0 0 0 ---------I---·--MA TCH LINE SEE SHEET 8 urJ CITY OF CARLSBAD [jL] 0 PUBLIC WORKS DEPARTM ENT 2 2019-20 BRIDGE PREVENTATIVE MAINTENANCE EL CAMINO REAL STAGE 1 TRAFFIC CONTROL APPROVED~. . ,A?./.A HOSS~./~IDEN . oo/. <I, '---''t ,, ... ENGINEERING MANAGER P.E. 75Gll' EXPIRES:, 6130/20 I BATE OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL CHKD BY: RB CllY APPROVAL RVWD BY: CT 6066-19 517-5 ) > $ , I I • • I . l\r 1080' ___c:_~=-~-~\~_;_~:___:_-~--=-:___-~--7 ___ _::,_ ___ __::___:-----~=-----TAPER • f "I ~ ~I ~ CX:i ~1 0 0 0 0 0 ~I 0 ~ ,::::: ~1 I TRAFFIC CONTROL NOTES 1. WORK HOURS TO BE RESTRICTED TO 9 PM TO 5 AM UNLESS APPROvfD OTIIERKISE. 2. PEDESTRIAN CONTROLS KILL BE PROWDED AS SHOW. J. PEDESTRIANS SHALL BE PROTECTED FROM ENTERING Tl/£ EXCAVATION BY PHYSICAL BARRIERS DESIGNED, INSTALLED, AND MAINTAINED TO Tl/£ SATISFACTION OF Tl/£ CITY ENGINEER. 4. TEMPORARY "NO PARKING/TOW AWAY" SIGNS STA TING TI/E DA TE AND TIME Of PROHIBITION KILL BE POSTED 72 HOURS PRIOR TO COMMENCING WORK. CALL CARLSBAD POUCf DISPATCH AT (760)931-2197 TO VAUDATE POSTING. 5. ACCESS KILL BE MAINTAINED TO ALL DRlvfWA YS UNLESS OTI/ER ARRANGEMENIS ARE MADE. 6. TRENCHES MUST BE BACKFJLLED OR PLATED DURING NON-WORKING HOURS UNLESS K-RAIL BARRIERS ARE PROWDED. K-RAIL IS APPROvfD ONLY I\HEN SPECIFJCALL Y SHOW ON TI/E APPROW TRAFFIC CONTROL PLAN. PLATES SHALL HA vf CLEA IS AND COLD MIX AT Tl/£ EDGES AS APPROvfD BY Tl/£ CITY INSPECTOR. 7. EXISTING STRIPING, CROSSWALKS, LEGENDS AND/OR PA vfl.lENT MARKERS SHALL BE REPLACED BY Tl/£ CONTRACTOR KITI/IN 24 HOURS, IF REMOvfD OR DAMAGED. 8. WORK Tl/AT DIS1URBS NORMAL TRAFFIC SIGNAL TIMING OPERATIONS SHALL BE COORDINATED KIT/I Tl/£ CITY Of CARLSBAD. CONTACT STREEIS DIWSION AT {760) 434-2937 72 HOURS PRIOR TO COIJM[NCING WORK. 9. TRAmc SIGNALS SHALL REMAIN FULLY AC1UA TED AT ALL TIMES, UNLESS OTI/ERKISE APPROvfD BY Tl/£ CITY ENGINEER OR HIS REPRESENTA Tlvf. IF TRAFFIC SIGNAL LOOP DETECTORS ARE RENDERED INOPERA Tlvf BY Tl/£ PROPOSED WORK, WDEO DETECTION SHALL BE USED TO PROWDE AC1UA TION. 10. FLAGGERS SHALL BE EQUIPPED KIT/I A I\HITE HARD HAT, AN ORANGE vfST, AND A "STOP /SLOW" PADDLE ON A 5 FOOT STAFF. 11. ALL TRAmc CONTROL DEVICES MUST BE MAINTAINED 24 HOURS A DAY, 7 DAYS PER ~. BY TI/E CONTRACTOR. 12. ALL TRAFFIC CONTf/OL SHALL BE IN ACCORDANCE KIT/I TI/E CAUFORNIA MANUAL ON UNIFORM TRAmc CONTROL DEWCES (CALIFORNIA MUTCD, LA TEST EDITION). 13. TRAFFJC CONTROL PLAN SUBMITTALS ARE REQUIRED FOR EACH PHASE Of Tl/£ WORK IN Tl/£ DETAIL, FORJ./A T, AND QUAUTY 1LLUSTRA TEO ON THIS SHEET. 14. ALL TRAFFIC CONTROL DEv1CES SHALL BE REMOW FROM WEW OR CO'lfRED I\HEN NOT IN USE. 15. THE CITY ENGINEER OR HIS REPRESENTA Tlvf HAS THE AUTHORITY TO IN/TIA TE FJEW CHANGES TO INSURE PUBUC SAFETY 16. ALL WORK AFFECTING BUS STOPS SHALL BE COORDINATED KITH NORTH COUNTY TRANSIT DISTRICT. CONTRACTOR SHALL CALL NCTD AT (760) 967-2828 AT LEAST 72 HOURS IN ADVANCE Of STARTING WORK. 17. CHANGEABLE MESSAGE SIGNS SHALL BE USED IN ADVANCE OF TRAFFJC CONTROL ON MAJOR AND PRIME ARTERIALS, UNLESS OTHERKISE APPROW. Tl/ESE SIGNS SHALL BE SI/OKI'/ ON THE TRAFFIC CONTROL PLAN. • 1450 Frazee Road, Suite 100 EL CAMINO REAL • • • • SIGNAGE NOTES 1. AT LEAST ONE PERSON SHALL BE ASSIGNED TO FULL TIME MAINTENANCE OF TRAFFIC CONTROL DEVICES ON ALL NIGHT LANE CLOSURES. 2. ALL WARNING SIGNS FOR NIGHT LANE CLOSURES SHALL BE ILLUMINATED OR REFLECTORIZED AS SPECIFIED IN THE SPECIFICATIONS. 3. ALL ADVANCE WARNING SIGN INSTALLATIONS SHALL BE EQUIPPED 'MTH FLAGS FOR DAYTIME CLOSURES OF ALL MAJOR AND PRIME ARTERIALS. FLASHING BEACONS SHALL BE USED DURING NIGHT LAN£ CLOSURES. 4. A G20-2 "END ROAD WORK' SIGN SHALL BE PLACED AT THE END OF THE LANE CLOSURE UNLESS THE END OF TH E WORK AREA JS OBVIOUS, OR ENDS 'MTHIN A LARGER PROJECT LIMITS. 5. ALL CONES USED FOR NIGHT LANE CLOSURES SHALL BE ILLUMIN ATED TRAFFIC CONES OR FITTED wrn, 13• REFLEC11VE SLEEVES. 6. FLASHING ARROW SIGNS SHALL BE USED PER THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CALIFORNIA MUTCD, LA TEST EDITION). SILENT TYPE SHALL BE USIED IN RESIDEN11AL AREAS. 7. THE MAXIMUM SPACING BETWEEN CONES IN A TAPER OR A TANGENT SHALL BE APPROXIMATELY AS SHOWN IN TABLE 1. 8. ADDITIONAL ADVANCE FLAGGERS SHALL BE REQUIRED WHEN TRAFFIC QUEUES DEVELOP. FLAGGER STATIONS FOR WORK AT NIGHT SHALL BE ILLUMINATED AS NOTED IN SEC110N 6G.20 OF THE MUTCD. 9. PLACE C30 (CA) "LANE CLOSED" SIGN AT 500·-1000· INTERVALS THROUGHOUT EXTENDED WORK AREAS. 10. ALL REQUIRED SIGNS THAT ARE TO BE LEFT IN PLACE OVER A WEEKEND OR HOLIDAY SHALL BE POST MOUNTED USING SQUARE PERFORATED STEEL TUBING 'MTH BREAKAWAY BASE PER SDRSD M-45. 11. CONSTRUCTION AREA TRAFFIC CONTROL DEVICES SHALL MEET THE PROVISIONS OF SEC110N 12 Of THE MOST RECENT EDITION OF THE CALTRANS STANDARD SPECIFICATIONS. • • ::J • • • ·i ·* • • • • STAGE 2 TRAFFIC CONTROL PLAN: EL CAMINO REAL SCALE: I" 40' NIGHT WORK TABLE 1: TAP ER LENGTHS MINIMUM MINIMUM MAXIMUM MAXIMUM APPROACH TAPER LENGTH NUMBER OF SPACING OF SPACING OF SPEED L' CONES FOR CONES ALONG CONES ALONG (M .P.H .) TAPER• TAPER TANGENT (FEET) ± (FEET) ± 45 1080 26 45 90 • BASED ON TWO 12 FOOT 'MOE LANES. LEGEND SIGNS .. DIRECTION OF TRAVEL ~ PORTABLE SIGN ~ C20(CA)R <1J> 0 TRAFFlC CONE/DEUNEATOR + TYPE :IT BARRICADE «<E FLASHING ARROW SIGN ~ C20(CA)L <& ~ CONSTRUCTION AREA ~ C3DA(CA) ~ W4-2(RT) W4-2(LT) W20-4 ~ C30(CA) 111] R3-1R San !Aego, CA 92108 (858) 514--113 PRJ. ENGR.: J. THORNBER DATE: 08/23/19 DETAILS BY: V. TRINH SCALE: AS SHOWN PRJ. MNGR.: C. TORNACI JOB NO.: 2555 ENGINEER OF WORK: DATE:08/23/19 RCE: ?~ofESSfo,v ~<;;J 'Al< t:,"' CHARLES G. 1, !:! TORN A Cl z " "" 1txt o. 66058 ~ ~ W21-5bR I ROA~~K I G20-2 SIDEWALK O..OSED ~ W20-1 AHEAD R9-11 EAD CROSS HERE * ·* ~ C30(CA) • 0 W20-1 DATE INITIAL ENGINEER OF WORK REVI SION DESCRIPTION 0,0-2\ 0 360' BUFFER • • 500' 500' W20-4 C20(CA)L DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL 0 0 0 1080' TAPER 0 0 0 CITY OF I I I I I I I_ --~ ~ vj ~ ---: -...J ~ ,::::: - ~ I I I I I 1. I 0 _,. " ~ I; ~ I~ I~ l ,::::: 1~ I I CARLSBAD UL] 1 PUBLIC WORKS DEPARTMENT LJLl 2 2019-20 BRIDGE PREVENTATIVE MAINTENANCE EL CAMINO REAL STAGE 2 TRAFFIC CONTROL APPROVED,,¾ • ~~ ~~ HOSS~q~jEN o9.o q ENGINEERING MANAGER P.E. 75991 EXPIRES: 6130/20 / o'ATE OWN BY: VI PROJECT NO. DRAWING NO. CHKD BY: RB RVWD BY: CT 6066-19 517-5 <:::, ,.__ >-.._ ~ OJ ~ t?5 ~ ..._, ---., iS " :§ I I I I ) ) ED j I I I I I I I I 360' I I BUFFER I • • • • • • • • I I r I '\ '\ ~G20-2 '\ '\ '\ I, __ _ '\ ✓ CALTRANS '\ '\ R/W TRAFFIC CONTROL NOTES 1. WORK HOURS TO BE RESIRICTED TO 9 PM TO 5 AM UNLESS APPROVED OTHERl\!SE. 2. PEDESIRIAN CONIROlS l\!LL BE PRO'ADED AS SHOl'IN. 3. PEDESIRIANS SHAll BE PROTECTED FROM ENTERING THE EXCAVATION BY PHYSICAL BARRIERS DESIGNED, INSTALlED, AND MAINTAINED TO THE SATISFACTION OF THE CITY ENGINEER. 4. TEMPORARY "NO PARKING/TOW AWAl"' SIGNS STATING THE DATE AND TIME OF PROH!BlnON l\!LL BE POSTED 72 HOURS PRIOR TO COMMENCING WORK. CAll CARLSBAD POLJCE DISPATCH AT (760)931 -2197 TO VALIDATE POSTING. 5. ACCESS l\!LL BE MAINTAINED TO ALL DRIVEWAYS UNLESS OTHER ARRANGEMENTS ARE MADE. 6. IRENCHES MUST BE BACKRLLED OR PLATED DURING NON-WORKING HOURS UNLESS K-RAIL BARRIERS ARE PRO'ADED. K-RAIL IS APPROVED ONLY 111-/EN SPECIRCAll Y SHOl'IN ON THE APPROVED IRAFFIC CONIROl PLAN. PLATES SHALL HA VE Cl.EA TS AND COlD MIX AT THE EDGES AS APPROVED BY THE CITY INSPECTOR. 7. EXISTING STRIPING, CROSSWALKS, LEGENDS AND/OR PAVEMENT MARKERS SHALL BE REPLACED BY THE CONIRACTOR l\!THIN 24 HOURS, IF REMOVED OR DAMAGED. 8. WORK THAT DISTIJRBS NORMAL TRAmc SIGNAL TIMING OPERATIONS SHALL BE COORDINATED l\!TH THE CITY OF CARLSBAD. CONTACT STREETS DIVISION AT (760) 434-2937 72 HOURS PRIOR TO COMMENCING WORK. 9. IRAFRC SIGNALS SHALL REMAIN FULLY ACTIJA TED AT All TIMES, UNLESS OTHERl\!SE APPROVED BY THE CITY ENGINEER OR HIS REPRESENTATIVE. IF IRAmc SIGNAL LOOP DETECTORS ARE RENDERED INOPERATIVE BY THE PROPOSED WORK, 'ADEO DETECTION SHALL BE USED TO PROVIDE ACTIJA TION. 10. R.AGGERS SI/All BE EQUIPPED l\!TH A 111-/ITE HARD HAT, AN ORANGE VEST, AND A "STOP /SLOW" PADDLE ON A 5 FOOT STAFF. 11. ALL IRAmc CONIROL DEVICES MUST BE MAINTAINED 24 HOURS A DAY, 7 DAYS PER llffK, BY THE CONTRACTOR. 12. ALL TRAmc CONIROL SHALL BE IN ACCORDANCE l\!TH THE CALIFORNIA MANUAL ON UNIFORM IRAmC CONIROL DEVICES (CALIFORNIA 1./UTCD, LA TEST ED!nON}. 13. IRAFFIC CONIROL PLAN SUBMITTALS ARE REQUIRED FOR EACH PHASE OF THE WORK IN THE DETAIL, FORMAT, AND QUALITY ILLUSTRA TED ON THIS SHEET. 14. ALL TRAmc CONTROL DE'ACES SHAll BE REI.IOI/ED FROM VIEW OR COVERED 111-!EN NOT IN USE. 15. THE CITY ENGINEER OR HIS REPRESENTATIVE HAS THE AUTHORITY TO /NlnA TE RELD CHANGES TO INSURE PUBLIC SAFETY. 16. ALL WORK AFFECTING BUS STOPS SHAll BE COORDINATED 111TH NORTH COUNTY IRANSIT DISIR/CT. CONIRACTOR SHAll CAll NCID AT (760) 967-2828 AT LEAST 72 HOURS IN ADVANCE OF STARTING WORK. 17. CHANGEABLE MESSAGE SIGNS SHALL BE USED IN ADVANCE OF IRAFRC CONIROL ON 1./AJOR AND PR/I.IE ARTERIALS, UNLESS OTHERl\!SE APPROVED. THESE SIGNS SHALL BE SHOWN ON /HE TRAmC CONTROL PLAN. • • --\ G20-2 \ CALTRANS R/W \ \ \ \ ------- • -1 • • f SIGNAGE NOTES 1. AT LEAST ONE PERSON SHALL BE ASSIGNED TO FULL llME MAINTENANCE OF TRAFFIC CONTROL DEvlCES ON ALL NIGHT LANE CLOSURES. 2. ALL WARNING SIGNS FOR NIGHT LANE CLOSURES SHALL BE ILLUMINATED OR REFLECTORIZED AS SPECIFIED IN THE SPECIFICAllONS. 3. ALL ADVANCE WARNING SIGN INSTALLA llONS SHALL BE EQUIPPED 111TH FLAGS FOR DA YllME CLOSURES OF ALL MAJOR AND PRIME ARTERIALS. FLASHING BEACONS SHALL BE USED DURING NIGHT LANE CLOSURES. 4. A G20-2 "END ROAD WORK' SIGN SHALL BE PLACED AT THE END OF THE LANE CLOSURE UNLESS THE END OF THE WORK AREA IS OBvlOUS, OR ENDS 111THIN A LARGER PROJECT LIMITS. 5. ALL CONES USED FOR NIGHT LANE CLOSURES SHALL BE ILLUMINATED TRAFFIC CONES OR FITTED 111TH 13" REFLECllVE SLEEVES. 6. FLASHING ARROW SIGNS SHALL BE USED PER THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEvlCES (CALIFORNIA MUTCD, LA TEST EDlllON). SILENT TYPE SHALL BE USED IN RESIDENllAL AREAS. 7. THE MAXIMUM SPACING BETWEEN CONES IN A TAPER OR A TANGENT SHALL BE APPROXIMATELY AS SHOWN IN TABLE 1. 8. ADDlllONAL ADVANCE FLAGGERS SHALL BE REQUIRED WHEN TRAFFIC QUEUES DEVELOP. FLAGGER STAllONS FOR WORK AT NIGHT SHALL BE ILLUMINAllED AS NOTED IN SECllON 6G.20 OF THE MUTCD. 9. PLACE C30 (CA) "LANE CLOSED" SIGN AT 500'-1000' INTERVALS THROUGHOUT EXTENDED WORK AREAS. 10. ALL REQUIRED SIGNS THAT ARE TO BE LEFT IN PLACE OVER A WEEKEND OR HOLIDAY SHALL BE POST MOUNTED USING SQUARE PERFORATED STEEL nJBING 111TH BREAKAWAY BASE PER SDRSD M-45. 11. CONSTRUCllON AREA TRAFFIC CONTROL DEvlCES SHALL MEET THE PROvlSIONS OF SECllON 12 OF THE MOST RECENT EDlllON OF THE CALTRANS STANDARD SPECIFICAllONS. ---- • • • • • • * * 1 EL CAMINO REAL • • --- 500' C20(CA)L ~----t- I I I I 500' ~ CALTRANS R/W I I STAGE 2 TRAFFIC CONTROL PLAN: EL CAMINO REAL SCALE: 1 "-40' NIGHT WORK TABLE 1· TAPER LENGTHS . MINIMUM MINIMUM MAXIMUM MAXIMUM APPROACH TAPER LENGTH NUMBER OF SPACING OF SPACING OF SPEED CONES FOR CONES ALONG CONES ALONG (M.P.H.) L' TAPER• TAPER TANGENT (FEET) ± (fEET) ± 45 1080 26 45 90 • BASED ON TWO 12 FOOT 111DE LANES. LEGEND SIGNS .. DIRECTION OF TRAVEL ~ PORTABLE SIGN ~ C20(CA)R <G> 0 TRAFFIC CONE/DELINEATOR + TYPE 1[ BARRICADE «:<E FLASHING ARROW SIGN ~ CONSTRUCTION AREA ~ C20(CA)L /4)> ~ C30A(CA) %> CJO(~A) ~ W4 -2(RT) W4 -2(LT) W20-4 0 C30(CA) ~ R3-1R PRJ. ENGR.: J. THORN BER DA TE: 08 /23 /19 DETAILS BY: V. TRINH SCALE: AS SHOWN PRJ. MNGR.: C. TORNACI JOB NO.: 2555 ENGINEER OF WORK: '?~ofESS/o,y <) .....----... 4( ,,_<; ~ ~ CHARLES G. {. !:! TORNAC/ z " "" ~ o. 66058 ~ ~ W21-5bR I ROA6N~K I G20-2 OSEI) SIDEWAI..X a..OSED <®' W20-1 AHEAD R9-11 EAD CROSS HERE DATE:08/23/19 Exp. 6-30-20 {( ·"-CIVIL DATE INlllAL 1450 Frazee Ro.:d, Suite 100 San Diego, CA 921!)8 (858) 51+-RCE: ."1 ------r,,!-' .. '<-Of" CALlfO ENGINEER OF WORK I • • • ,. ,. ·c " W20-4\ • • • • C20(CA)L ",,. W4-2(LT) ), 500' 500' I • I ·\ I I I :>:: <:::, [;j Q:j !-'-J 1~ ~ ..._, ---., 1~ :§ I I ~WZ0-1 1--------'---~------~ urJ CITY OF CARLSBAD UL] 2 PUBLIC WORKS DEPARTMENT 2 2019-20 BRIDGE PREVENTATIVE MAINTENANCE EL CAMINO REAL STAGE 2 TRAFFIC CONTROL APPROVE ~ . h~ Hoss~rffEN as~· oZo , ENGINEERING MANAGER P.E. 7511'l1 EXPIRES: 6130/20 I ;t ATE OWN BY: V PROJECT NO . DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: RB 6066-19 517-5 REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: CT Contract No. 1-42079 A Santa Fe Original RETURN TO Secretary, The A.T. & S.F. RY. CO. Topeka 435-Ponto Poinsettia Lane OH-56 (Supplement) SUPPLEMENTAL AGREEMENT, made as of this 7 _;;ztf day of ~ 1 between THE ATCHISON, TOPEKA AND SANTA FE RAILWAY COMPANY, a Delaware corporation, hereinafter referred to as "Santa Fe", and CITY OF CARLSBAD, a political subdivision of the State of California, hereinafter, referred to as "Ci ty11 • RE CIT AL S: Santa Fe and City are now parties to a contract dated July 18, 1973, Santa Fe's Secretary's Contract No. 142079, being hereafter referred to as "Original Contract", under which City proposes to construct an overpass crossing of Santa Fe's San Diego - Los Angeles tracks at Poinsettia Lane by means of a reinforced concrete structure and ·approaches thereto to serve the new development in the City of Carlsbad, County of San Diego, State of California. The parties desire to modify the Original Contract as hereinafter provided. AGREEMENT: It is mutually agreed that, Article I, Paragraph 4; Article II, Paragraphs 7 and 9; and Article III, Paragraph 4(b) are deleted in their entirety and the following paragraphs are substituted: ARTICLE I 4. To submit to City periodic bills covering the cost of work performed by Santa Fe, and upon completion of the structure, a detailed statement of final costs segregated as to labor and materials, for each item in the recapitulation on Exhibit "B", attached hereto and made a part hereof. The rates and schedules for labor, equipment and materials, and manner of billing shall be as set forth in the Federal Aid Highway Program Manual, U. S. Department of Transportation, and any revisions thereof or amendments thereto, which said manual is hereby incorporated in and made a part of this agreement by reference. -1-3 ARTICLE II 7. To require its contractor, or contractors, to notify Santa Fe 48 hours in advance of any blasting, so that proper flagging protection may be provided to prevent damage to Santa Fe's trains or property. ARTICLE II 9. To incorporate in each prime contract for construction of structure, or the specifications therefor, the provisions, entitled "Relations with Railway Company" set forth in Exhibits 11C11 , "C-111 , and "C-2", attached hereto and made a part hereof, and accepts responsibility of compliance by its prime contractor. ARTICLE III 4(b) Provided, further, that all expense incurred by Santa Fe, and billed to City, for which City is obligated to reimburse Santa Fe, shall be in accordance with and subject to the terms and provisions of the Federal Aid Highway Progr.am Manual, U.S. Department of Transportation, and any revisions therefor or amendments thereto, and in accordance with the provisions set forth in Article I, Section 4. Also, Original Contract is. further amended by the insertion of the Paragraphs 12, 13 and 14 to Article III, as follows: 12. Before entering upon Santa Fe's property for maintenance purposes, City will notify the ACM-Engineering of Santa Fe in advance, to obtain proper authorization and, if work is contracted, will require its prime contractor, to comply with the obligations in favor of Santa Fe as provided in said Exhibits "C", "C-1" and "C-211 , and accepts r.esponsibility of compliance by its prime contractor. 13. City shall indemnify and save harmless Santa Fe, its agents and employes against all liability, claims, demands, damages, or costs for (a) death or bodily injury to persons, including without limitation the employes of the parties hereto, (b) injury to property, including without limitation, the property of the parties -2- hereto, (c) design defects, or (d) any other loss, damage, or expense arising under either (a), (b), or (c), and all fines or penalties imposed upon or assessed against Santa Fe, and all expenses of investigating and defending against same, arising in any manner out of (1) use, occupancy or presence of City, its contractors, subcontractors, employes, or agents in, on, or about the construction and/or maintenance site, (2) the performance, or failure to perform, by the City, its contractors, subcontractors, employes, or agents, its work or any obligation under this agreement, or (3) the sole or contributing acts or omissions of City, its contractors, subcontractors, employes, or agents in, on, or about the construction site. Nothing contained in this provision is intended to, nor shall be deemed or construed to indemnify Santa Fe from its sole negligence or willful misconduct, or that of its agents, servants or independent contractors who are directly responsible to it, as provided in California Civil Code Section 2782. 14. In the event that construction has not begun for a period of three years from date of signing agreement, this agreement shall be null and void. 15. City agrees that, notwithstanding any provision herein to the contrary, if City shall deem it necessary or desirable in the future to widen the structure herein contemplated, it shall do so at its sole cost and expense and at no cost nor expense to Santa Fe. EXHIBITS Exhibits A, B, C, C-1 and C-2 are hereby revised and attached hereto. X X X -3~ IN WITNESS WHEREOF, the parties hereto have duly executed this agreement the day and year first above written. APPR~~ Asst. General Manager-Engineering The Atchison, Topeka and Santa Fe Railway Company '.:: / 18561CR* THE ATCHISON, TOPEKA AND SANTA FE RAILWAY COMPANY Its p(ECUTIVE VICE PRESIDENT ----------------- CITY OF CARLSBAD Its_~M'--'--"//-'-'--"k'.J-"'b-"'J!!.=----------- -4- 38056 SECY'S NO. EXHIBIT "A" ATTACHED TO CONTRACT BETWEEN THE ATCHISON, TOPEKA AND SANTA FE. RAILWAY COMPANY AND CITY OF CARLSBAD CHICAGO, ILLINOIS SCALE: 1 IN. TO /00 FT. Los Angete5 DIV. Fourth DIST. DATE: December 14, /983 'rs Poinsettia Lane 5ta. Z/00,.37 M.P 2.33+381I I __ .tL.G....J1!ebh CHIEF ENGINEER DESCRIPTION APPROVED -----To Fullerton R/W line-----? To Na·fional City---- 4 3 too" -------- Description: • A reinforced concrete structure located on the Railway Company's Right of way as shown bold. • Land covered by this contract shown shaded. At Ponto San Die<JO County. California 9 8 7 e Main Track J?/W line---:1 C.E. DRAWING NO. 1 -0/000 7 DIV. DWG. NO. ____ DIV. FILE NO. _____ G.M. FILE NO. '935-8,nm-56 C.E. FILE NO./;4-007-Q0/)2/ PoinsetfLJ Lane OH MGZ u. w 0: a. < ::;; Co;;tract No. :142079 --==-=:.-=-.::.....:_=..__ hE.turri to Secn:tary, The A. T. & S. F. Ry. Co. Tcpe~a RECITALS AGREEMENT, made this l8il;!__ day of_~J..cul=y __ _ 197L, between THE ATC-tiISOH, TOPE:~,,. l'-..~~D SANTA FE RAILI-IAY COMPANY' a Delaware Cor- poration, hereinafter called "Santa Fe" and the CITY OF CARLSBAD, a p0litical sub- division of the state of California, here- inafter referred to as 11City". Santa Fe owns and operates a line of railroad in and through the City of Carlsbad. City, in connection with land development, involving parcels of land each side of Santa Fe's right of way, proposes to construct an overpass crossing of Santa Fe's San Diego-Los Angeles tracks at Poinsettia Lane by means of a reinforced concrete structure and approaches thereto to serve the new development in the City of Carlsbad, County of San Diego, State of California. The term "structure" as used in this agreement shall include the proposed overpass separation structure and.approaches thereto, any and all necessary changes to telephone, telegraph, signal and electrical lines and appurtenances, all track work, grading and drainage facilities and any and/or all other work of every kind and character necessary to accomplish the con- struction of the Poinsettia Lane Overpass structure. Said structure ·will pass over Santa Fe I s tracks at the location shown on print of Drawing c. E. C. L. No. 77-31488 , dated June 111 1973 marked E:xhibi t 11 A·11 attached he.re to and made a part hereof. The parties hereto desire to express in writing their understandings ~!'1::-~ agr .. ::::s:nnnt p1.1rst!2.nt tc ... .-hich said structt~r.e is to be constn;ctr::·d, use.a, and. rr.a.::.ntai:-icd. 1. AGREENF.:NT ARTICLE I IN CONSIDERATION of the covenants of City hereinafter contained and the faithful performance thereof, Santa Fe agrees: 1. Give or grant and hereby does give or grant to City, its suc- cessors and assigns, all upon· and subject to the terms and conditions herein- after set forth, the right to enter upon and use the portion of Santa Fe's right of way outlined in green on said Exhibit "A" for highway purposes and to construct the overpass within the portion of said right of way outlined in red on said Exhibit 11 A", reserving, however, to Santa Fe, its successors and assigns, the right to construct, reconstruct, maintain and operate exis- ting and additional railroad tracks, facilities and appurtenances, as well as pipelines, pole lines and like facilities upon, along and across said qreen outlined parcel and to use the airspace over the same above a Plane 30 ft. above the level of the highway for any and all purposes, provided such reserved rights shall be exercised in a manner consistent with the use of said parcel for highway overpass purposes; Santa Fe does not warrant its title to said right of way and in any case of claims against City by anyone owning or claiming title to all or any part of or any interest in said right of way, Santa Fe shall not be liable to City for any damages due to the failure of Santa Fe's title. 2. To furnish all labor, materials, tools and equipment necessary to do the following: (a) Make such changes in trac}:s or other railroad facilities .and in the tP.mnorarv.and nermanent aliqnment, location and elevation of its telenhone, teleqrunh, signal and/or wire lines and ar.nurten cnces a~ mav hecoI!le necessary hv re~son of the construction of said structure. (bl Furnish inspectors, watchmen and flagmen as may be neces- sary for the safety of its property and the operation of its trains during the construction of said structure. 2. 3. To do all work herein provided to he done by Santa Fe in ful- fillment of its obligations hereunder with its own employees, working under Railroad Labor Agreements and on a Force Account Basis. 4. To submit to City periodic statements covering the cost of work performed by Santa Fe, and upon completion of the structure, a detailed state- ment of final costs, segregated as to labor and materials for each item in the recapitulation on Exhibit "B", attached hereto and made a part hereof. The rates and schedules for labor, equipment and materials, and manner of billing shall be as set forth in the Federal Highway Administration Policy and Procedure Memorandum No. 30-3, dated October·26, 1971, and any revisions thereof or amendments thereto, which said memorandum, for this purpose, only, is hereby incorporated in and made a part of this agreement by reference. ARTICLE II IN CONSIDERATION of the covenants of Santa Fe herein contained and the faithful performance thereof, City agrees: 1. To prepare plans and specifications for the construction of said structure, which said plans and specifications shall be submitted to Santa Fe for approval prior to commencement of construction. 2. To make application to the Public Utilities Commission of the State of California for an order authorizing the construction of said struc- ture and to furnish to said Commission plans of the proposed construction, approved by Santa Fe, together with a copy of this agreement. 3. To acquire all rights of way necessary for the construction of the structure. 4. To do all necessary grading, to construct structure to pass over the tracks, to pave hi9h•.vay, construct necessary drainage facilities, and do all work called for on the plans and in th9 specifications for the construction of said structure, except such work as Santa Fe herein agrees to do. 3. 5. To make any and all arranger.10.nts that may he n13ces~ary to secure the location or relocation of wire lines, pi.pe lines and other facil- ities, owned by private persons, companies, cornorations, nolitical suhdi- visions or public utilities other than Santa re, which it Mav be found nec- essary to locate or relocate in any manner whatsoever clue to the construction of said structure. 6. To furnish all labor, materials, tools and equipment in doing the work it herein agrees to do. To do all work called for on its part in such manner as not to interfere with the sa.fe operation of Santa Fe• s line of railroad. 7. To require its contractor, or contractors, to notify Santa Fe in advance of any blasting,. so that p·roper -flagging protection may be pro- vided to prevent damage to Santa Fe's trains or property. Fe, for approval, plans and specifications of any falsework, shoring or crib- bing that may be planned to be used over, under or adjacent to Santa Fe's tracks, and the use of such falsework will conform to the Standard side and/or overhead clearance as per General Order No. 26-D of the Public Utilities Com- mission of the State of California governing such clearances. In case the use of such falsework will impair clearances requested by City in its application to the Public Utilities Commission of the State of California, City will apply to the Public Utilities Commission for approval of such impairment during the period of construction of the structure: 9. To incorporate in each prime contract for construction of the structure, or the specifications therefor, the provisions, entitled "Relations with Railway Company 11 set forth in Exhibit 11C11 , 11C-l", _and "C-2", attached hereto 2nd r.,ade a pat·t. h,:?rcof. 4. 10. That, except as hereinafter otherwise provided, all work to be done hereunder by City in the construction of said structure will be done pursuant to a contract or contracts to be let by City to a contractor or con- tractors who shall be subject to the approval of Santa Fe as to his, its or their responsibility and ability to perform the work over and/or under the tracks of Santa Fe, and all such CODtracts shall provide: (a) That no work shall be c·ommenced over or adjac~nt to Santa Fe tracks until each of the prime contractors employed in connection with said work sh~ll helve (i) executed and de- livered to Santa Fe a letter agreement in the form attached hereto as Exhibit 11C-l11 , and (ii) delivered to and secured the approval by Santa F'e of the insurance req:uired by Ex- hibit "C-211 attached hereto and by this reference made a part hereof. lb) That-if, in the opinion of City, it shall be for the best interest of City it may direct that the construction of said structure be done by day labor under the direction and control of City, or if, at any time, in the opinion of City, the contractor has failed to prosecute with dili- gence anq force the work snecified in and by the terms of ,_ --· ........... - minate the contractor's control over said work and take possession of all or any part thereof, and proceed to com- plete same by day labor or by employing another contractor or contractors on informal contracts, provided that all such informal contracts shall require the contractor to comply with the obligations in favor of Santa Fe herein- above set out in Section 10 of this Article II, and pro- vided, further, that if such construction is performed 'hu n:::i.v l;:i;hor~ Cit.v will at its expense procure and main- tain in behalf of Santa Fe insurance reciuired bv said Exhibit "C-2". 11. To reimburse Santa Fe for cost of work done by Santa Fe's forces in accordance with the provisions of Article I, Section 4, and settled in accordance .with the provisions of Article III, Section 4; hereof. ARrICLE III IN CONSIDERATION of the premises it is mutually agreed: 1. That all work contemolated in this &greement shall be per- for-;ned in a good a:,d wo1:b:1aulike mu.nnar and to 'i:.hc <:;atisfaction of the parties hereto, and each portion shall be pro,niotly cc:maenced by the parties 5. hereto obligated to do the same and thereafter diligently prosecuted to conclusion in its logical order and sequence.- 2. That the structure shall be constructed to accommodate the existing tracks of Santa F'e and to provide for a four-lane thorouohfare. The \·1ork shall be done in accordance with detailed plans approved by both parties and subject to apr,roval by the Public Uti.lities Commission of the State of California, with minimum clearances of not less than those speci- fied in General Order No. 26-D of said Commission, except that ~inimurn vertical clearance shall he 23 feet. 3. That City will bear the entire cost and e;pens~·-inJ;:;;,:,ed in connection with the construction of said structure, subject to the pro- visions set forth herein. 4. That City will, out of funds made available to it for the construction of such projects, reimburse Santa Fe in full for all work done by it, subject, however, to the following conditions: (a). Provided, that should some unforeseen condition or com- bination of conditions increase the cost of the work to be performed by Santa Fe in excess of the total cost as set forth in ~he aforementioned estimate marked Exhibit "B", Santa Fe will not be obligated to incur any expend- itures in excess of said total unless and until so auth- orized by City, it being the intent that Santa Fe be re- imbursed for any and all expenditures allowed under this agreement, but insofar as is practicable it shall secure authority from City before exceeding the total cost as set forth in said Exhibit "B"; and (b) Provided, further, that all expense incurred by Santa Fe, and billed to City, for which City is obligated to re- imburse Santa Fe, shall be in accordance with and subject to the terms and provisions of the Federal Highway Admin- istration Policy and Procedure Memorandum 30-3, dated October 26, 1971, and any revisions thereof or amend- ments thereto, and in accordance with the provisions set forth in Article I, Section 4. 6. 5. That the .work of constructing said structure shall not be commenced until city shall have given written notice to the AGM-Engineering of Santa Fe, stating the date that such work is to begin. 6. That the construction of said structure shall be performed and effected in such a manner as to interfere as little as possible with the safe operation of locomotives, trains and cars of Santa Fe over its tracks. 7. That after completion of the construction of said structure as hereinabove described: (a) Santa Fe will, at its sole cost and expense, maintain its roadbed, track, and all other railroad facilities; pro- vided, however, ·that nothing herein contained shall relieve City of any liability which would otherwise be legally im- posed upon it with respect to damage caused to said rail- road facilities by negligent acts or omissions of City; its agents or employees. (b) City will, at its sole cost and expense, maintain said structure, lighting, highway drainage, highway approaches, and drainage structures thereunder, and appurtenances, provided, however, that nothing herein contained shall relieve Santa Fe of any liability it would otherwise have with respect to damage caused to said structure by negli- gent acts or omissions of Santa Fe or its employees. 8. That if Santa Fe shall deem it necessary or desirable in the future, in the performance of its duty as a common carrier, to raise or lower the grade or change the alignment of its tracks or to lay additional track or tracks or to build other facilities in connection with the operation o~ its railroad, Santa Fe shall, at its expense, have the right to make such changes or additions, p~ovided such changes or additions do not change or alter the grade separation structure herein proposed to be constructed and provided further, however, that should it become necessary or desirable in the future to change, alter, widen or reconstruct said structure to accom- modate railroad projects, the cost of such work, including any cost incidc~- tal to alteration of railroad or highway facilities made necessary by the 7. alteration of said structure, shall be divided between Santa Fe and City in such shares as may be determined by them, subject to jurisdiction of the Public Utilities Commission of the State of California • . 9. That if City shall deem it necessary or desirable in the future, due to traffic conditions, to widen the structure herein contemplated, it shall have full right to do so, subject to the jurisdiction of the Public Utilities Commission of ·the State of California, provided, however, that such widening shall not encroach further upon or occupy the surface of Santa Fe's property to a greater extent than is contemplated by the plans.and specifications to be approved by Santa Fe under the provisions of Section 1 of Article II hereof, without the consent and approval of Santa Fe. 10. That the books, papers, records and accounts of the parties hereto, insofar as they relate to the item of expense for labor and material, or are in any way connected with the work herein contemplated, shall at all reasonable times be open to inspection and audit by agents and the authorized representatives of ·the parties hereto for a period of not iess than three years from the date of final payment. 11. That the covenants and provisions of the foregoing instrument shall be binding upon and inure to the benefit of the successors and assigns of Santa Fe and the assigns of City. 8. IN WITNESS 1-il!EREOF the parties hereto have duly executed this agreement the day and year first above written. AT>;:EST: .l\PPROVED: CITY OF CARLSBAD ATTEST: 70/ud~. City Cler . Attorney 9. -, ,_-1!:,-... ,,,,-,-, ~ ,\ -. ; ;1 ·7'1:: :..J (/ 1-e1 I 0 , e/4 ---------------' ,-.,-~ MAIN 100' EXHIBIT "A" ATTACHED TO CONTRACT BETWEEN THE ATCHISON, TOPEKA and SANTA FE RAILWAY COMPANY AND CITY Of CARLSBAD LOS ANGELES, CALlF. JUNE 11, 1973 SCALE: 1 IN. TO 100 FT. J.G.FRY CHIEF ENGINEER <t POINSETTIA LANE O.H .. ENGR1S STA. 2100 + 37, 3 MILE POST 233 + 3841' FOURTH DISTRICT 15' TRACK THE A. T. & S. F, RY, CO. 100' --TO LOS ANGELES Fa.T'I"' Nt>c¼ TO NATIONAL CITY -- C"'cint.\as Nf')o\ AT PONTO, LEGEND A REINFORCED CONCRETE STRUCTURE LOCATED ON THE RAILWAY COMPANY'S RIGHT OF WAY AS SHOWN OUTLINED RED. LAND COVERED BY THIS CONTRACT SHOWN OUTLINED GREEN. SAN DIEGO COUNTY, CALIF. C.E.C.L.N0.77-31488 , PLACE STAMP HERE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION 4050 TAYLOR STREET, MS 110 SAN DIEGO CA 92110 STATE OF CALIFORNIA • DEPARTMENT OF TRANSPORTATION NOTICE OF COMPLETION TR-0128 {REV. B/01) CT #7541-5529-1 //(Cf 11) 1/cObOb PERMIT NO. l!-5D-7J7:f.-S- ci-f:;; C) L,C( i-/~l:,c-l-/ Dear Sir or Madam: All work authorized by the above-numbered permit was completed on DATE SIGNATURE OF PERMITTEE FM 921546 M L ______________________ _ STATE OF CALIFORNIA• DEPARTMENT OF TRANSPORTATION ENCROACHMENT PERMIT TR-0120 (REV. 6/2012) In compliance with (Check one): C8J □ □ □ I Your application of Utility Notice No. Agreement No. RNV Contract No. CITY OF CARLSBAD 1635 FARADAY A VE. TO: CARLSBAD, CA 92008 JULY 3, 2019 of of of 7 p age 1 of 3 Permit No. 11-19-NTK-0606 DisVCo/Rle/PM 11-SD-78/1.5 Date AUGUST 27, 2019 Fee Paid Deposit $ EXEMPT $ EXEMPT Performance Bond Amounl (1) Payment Bond Amount (2) $ 0.00 $ 0.00 Bond Company N/A Bond Number (1) Bond Number (2) N/A N/A ATTN: EMAD ELIAS PHONE: (760) 602-7558 , PERMITTEE And subject to the following, PERMISSION IS HEREBY GRANTED to: enter upon State Highway right of way in San Diego County, City of Oceanside, on Route 78, post mile 1.5 to place temporary traffic control for maintenance of Buena Vista Creek Bridge, outside the State Right of way, as shown an the attached plans, in accordance with the requirements and conditions contained herein and as further directed or approved by the State's Inspector, Ralph Yanzon, telephone number (858) 688-1458 or by email at ralph.yanzon@dot.ca.gov. · The State's Inspector shall be notified seven days prior to starting work. Working hours shall be as directed or approved by the State's Inspector and in accordance with the attached traffic lane requirement chart nos. 1 through 5. No vehicles or equipment shall be parked within the highway right of way at any time, except for those vehicles or that equipment actually engaged in the work, during the working hours specified herein. (CONTINUED) THIS PERMIT IS NOT A PROPERTY RIGHT AND DOES NOT TRANSFER WITH THE PROPERTY TO A NEW OWNER The following attachments are also included as part of this permit (Check applicable): In addition to fee, the permittee will be billed actual costs for: ~ Yes □ No General Provisions □ Yes [8J No Review □ Yes C8J No Utility Maintenance Provisions □ Yes [8J No Inspection C8J Yes □ No Special Provisions □ Yes C8J No Field Work □ Yes [8J No A Cal-OSHA permit, if required: Permit No. __ □ Yes C8J No As-Built Plans Submittal Route Slip for Locally Advertised Projects (If any Ca/trans effort expended) rgJ Yes □ No Water Pollution Control Plan rgJ Yes □ No The information in the environmental documentation has been reviewed and considered prior to approval of this permit. This permit is void unless the work is complete before MARCH 31, 2020. This permit is to be strictly construed and no other work other than specifically mentioned is hereby authorized. No project work shall be commenced until all other necessary permits and environmental clearances have been obtained. MH: mh APPROVED: cc: Permits OPerryman, Reg. Mgr. RYanzon, Inspector Permittee Co Binns, District Director 0 ~0 J. Lee, Dist,ictPemit En ine~ ADA NOTICE: For individuals with sensory disabilities, this document fs,available in alternate formats. For ter ate format information. contact the Forms Management Unit at (916) 445-1233, FM 91 1436 TTY 771. or wlite to Records and Forms Management. 1120 N St~el, MS-69. Sacrament CA 5814. CITY OF CARLSBAD 11-19-NTK-0606 AUGUST 27, 2019 PAGE TWO The following District Standard Special Provisions are generalizations of the Department Standard Specifications and are included only as a Pennittee convenience. Permittee's attention is directed to the current Department Standard Specifications and Encroachment Permit General Provisions (TR-0045) for complete, unabridged, specification requirements. Once begun, that portion of the work within the State Highway right of way shall be prosecuted to completion as rapidly as possible. All personnel on foot within the State Highway right of way shall wear personal protective equipment, including safety glasses, hard hats and American National Standards Institute (ANSI) compliant Class II vests. In addition, all personnel working at night, on foot within the State Highway right of way shall wear ANSI Class III warning garments. The Pennittee is responsible for locating and protecting all utilities both underground and aerial. Any costs incurred for locating and protecting and/or relocating any utilities shall be borne by the Permittee. Permittee's Contractor will be responsible for the actual cost of inspection, which may be more or less than the deposit. Permittee's Contractor will also be responsible for the actual cost of mark-out by Caltrans personnel. A bill or refund shall be sent upon satisfactory completion of the work. Payment of any bi 11 is a condition of the pennit. Notwithstanding General Provision No. 4, your contractor is required to apply for and obtain an encroachment permit prior to starting work. A permit inspection deposit fee of $1,148.00 will be required upon submittal of the application to perform the work. Also, your contractor must submit proof that they have obtained executed bonds in accordance with General Provision No.24. Notwithstanding General Provision 24, the Permittee's Contractor's bonds shall remain in full , force through completion of the work and acceptance by the Department. Upon fulfillment of all obligations under this permit the Department will notify the Pennittee when the Permittee's Contractor's bonds may be released. The Permittee must provide a minimum of one (I) Portable Changeable Message Sign (PCMS) for each direction of traffic. Additional PCMS(s) must be provided if required by the State's Inspector. PCMS(s) must be placed at the locations directed by the State's Inspector and be moved or relocated as needed. Each PCMS must comply with the provisions in Section 12-3.32 of the Standard Specifications. Message to be displayed on the PCMS(s) must be coordinated with the State's Inspector. The State of California, Department of Transportation, makes no assurance or expressed warranty that the plans are complete or that the planned construction fits field conditions. CITY OF CARLSBAD 11-19-NTK-0606 AUGUST 27, 2019 PAGE THREE Should additional work or modifications of the work be required in order to meet established Department Standards or in order to fit field conditions, the work shall be performed by Permittee as directed by the State's Inspector at no cost to the State. All work shall be coordinated with the State highway contractor's operations and under no circumstances shall the work granted herein interfere. All standards of construction shall be identical to similar work performed under adjacent highway contract. Traffic control when permitted or directed by the State's Inspector, shall consist of closing traffic lanes and shoulders in accordance with attached Caltrans 2018 Standard Plan T9, Tl O (Shoulder Closure), Tl I, and the attached TRAFFIC CONTROL PLANS, Part 6 "Temporary Traffic Control" of the California Manual on Uniform Traffic Control Devices (California MUTCD) 2014 Revision 4 edition, Section 12 "Temporary Traffic Control" of Caltrans 2018 Standard Specifications, and these Special Provisions. If any component in the traffic control system is displaced, or ceases to operate or function as specified, from any cause, during the progress of the work, the Permittee shall immediately repair said component to its original condition or replace said component and shall restore the component to its original location. The provisions in this section will not relieve the Permittee from his responsibility to provide additional devices or take such measures as may be necessary for the safety of traffic and the public to comply with the provisions in Section 7-1.04, "Public Safety" of the Standard Specifications. Upon completion of the work, the attached card shall be completed and returned. STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION ENCROACHMENT PERMIT GENERAL PROVISIONS TR-0045 (RE)', ii/2018} 1. AUTHORITY: The.California Department of Transportation ("Department") has authority to issue encroachment permits under Division 1, Chapter 3, Article 1, Sections 660 through 734 of the Streets and High.ways Code. · 2. REVOCATION: Encroachment permits are revocable on five (5) business days' notice unless otherwise stated on the permit and except as provided by law for public corporations, franchise holders, and utilities. Notwithstanding the foregoing, in an emergency situation as determined by the Department, an encroachment permit may be revoked immediately. These. General Provisions and any applicable Special Provisions are subject to modification or abrogation by the Department at any time. Permittees' joint use agreements, franchise rights, reserved rights or any other agreements for operating purposes in State of California ("State") highway right-of-way may be exceptions to this revocation. 3. DENIAL FOR NONPAYMENT OF FEES: Failure to pay encroachment permit fees when due may result in rejection of future applications and denial of encroachment permits. 4. ASSIGNMENT: This encroachment permit allows only the Permittee or Permittee's authorized agent to work within or encroach upon the State Highway right~of-way, and the Peorriltee may not assign this permit. 5. ACCEPTANCE OF PROVISIONS: Perpiittee understands and agrees to accept and comply with these General Provisions, lhe Special Provisions, any and all terms and/or conditions contained in or incorporated into the encroachment pennit, and all attachments to the encroachment permit (collectively "the Permit Conditions"), for any encroachment, work, and/or activity to be performed under this encroachment peorrit and/or under color of authority of this encroachment permit. Pennittee understands and agrees the Permit Conditions are applicable to and enforceable against Permittee as long as the encroachment remains in, under, or over any · part of the State Highway right-of-way. 6. BEGINNING OF WORK: When traffic is not impacted (see General Provision Number 35), the Penuittee must notify the Department's representative two (2) business days before starting permitted work. · Permittee mu.st notify the Depamnent's representative if the work is to he interrupted for a period of five (5) business days or more, unless othenvise agreed upon. Ali work must be performed on weekdays during regular work hours, excluding holidays, unless otherwise specified in this encroachment permit. 7. STANDARDS OF CONSTRUCTION: All work peiformed within State Highway right-of-way mu~t conform to all applicable Departmental construction standards including but not limited to: Standard Specifications, Standard Plans, Project Development Procedures Manual, Highway Design Manual and Special Provisions. Other than as expressly provided by these General Provisions, the Special Provisions, the Standard Specifications, Standard Plans, and other applicable Departmental standards, nothing in these General Provisions is intended to give any third party any legal or equitable right, remedy, or claim with respect to these General Provisions or· any provision herein. These General Provisions are for the sole and exclusive benefit of the Pennittee and the Department. Where reference is made in such standards to "Contractor" and "Engineer," these a~e amended to be read as "Permittee" and "Department's representative," respectively, for purposes of . this encroachment permit. 8. PLAN CHANGES: Deviations from plans, ~pecifications, and/or the Permit Conditions as defined in General Provision Number 5 are not allowed without prior approval from the Department's representative: 9. INSPECTION AND APPROVAL: All work is _subject to monitoring and inspection; Upon completion of work, Permittee must request a final inspection for acceptance and approval by the Department. Pennittee must not give final construction completion approval to its contractor, until fuial acceptance and approval is obtained from the Department. 10. PERMIT AT WORKSITE: Permittee must keep the permit package or a copy thereof at the work site at all times, and must show it upon request to any Department representative or law enforcement officer. If the pennit package, or a copy thereof, is not kept and made availahle at the WO{k site at all times, the work must be suspended. 11. CONFLICTING ENCROACHMENTS: Permittee must yield start of work to ongoing, prior authorized work adjacent to or within the limits of the Pennittee's project site. When existing encroachments conflict with Permittee's work, the Permittee must bear all cost for reamingements (e.g., relocation, alteration, removal, etc.). 12. PERMITS FROM OTHER AGENCIES: This encroachment permit is invalidated if the Permittee has not obtained all permits necessary and required by law, including but not limited to permits from the California Public Utilities Commission (CPUC), California Occupational Safety and Health Administration (Cal-OSHA), or any other public agency having jurisdiction. Permittee warrants all such permits have been obtained. before beginning work under this encroachment permit. 13. PEDESTRIAN AND BICYCLIST SAFETY: A safe minimum continuous passageway of fom ( 4) feet must be maintained through the work area at existing pedestrian or bicycle facilities. At no time must pedestrians be diverted onto a portion of the street used for vehicular traffic. At locations where safe alternate passageways cannot be provided, appropriate signs and barricades must be installed at the limits of construction and in advance of the limits of construction at the nearest crosswalk or intersection to detour pedestrians to facilities across the street. Attention is directed to Section 7- © 2018 California Department of Transportation. All Rights Reserved. 1.04, Public Safety, of the Department's Standard Specifications. 14. PUBLIC TRAFFIC CONTROL: As required by law, the Permittee must provide traffic control protection, warning signs, lights, safety devices, etc., and take all other measures necessary for the traveling public's safety. While providing traffic control, the needs of all road users, including but not . limited to motorists, bicyclists and pedestrians, including persons with disabilities in accordance with the Americans with Disabilities Act, must be an essential part of the work activity. Lane and/or shoulder closures must comply with the Department's Standard Specifications and Standard Plans for traffic control systems, and with the applicable Special Provisions. Where issues are not addressed in the Standard Specifications, Standard Plans, and/or Special Provisions, the California Manual on Uniform Traffic Control Devices (Part 6, Temporary Traffic Control) must be followed. .15. MINIMUM INTERFERENCE WITH TRAFFIC: Pennittee must plan and conduct work so as to create the least possi~le inconvenience to the traveling public, such that traffic is not unreasonably delayed. 16. STORAGE OF EQUIPMENT AND MATERIALS: The storage of equipment or materials is not allowed within State highway right-of-way, unless specified within the Special Provisions of this encroachment pennit. If encroachment permit Special Provisions allow for the storage of equipment or materials within the State highway right-of-way, the equipment and material storage must also comply with Section 7-1.04, Public Safety, of the Department's Standard Specifications. 17. CARE OF DRAINAGE: Permittee must provide alternate drainage for any work interfering with an existing drainage facility in compliance with the Department's Standard Specifications, Standard Plans, and/or as directed by the Department's representative. 21. ACTUAL COST BILLING: When specified in the pennit, the Department will bill the Petmittee actual costs at the currently set Standard Hourly Rate for encroachment permits. 22. AS-BUTLT PLANS:, When required, Permittee must submit one {l) set of folded as-built plans within thirty (30) calendar days after completion and acceptance of work in compliance with reqt1irements listed as follows: · a) Upon completion of the work provided herein, the Pennittee must submit a paper set of As-Built plans to the Department's representative. b) All changes in the wprk will be shown on the plans, as issued with the permit, including changes approved by Encroachment Pennit Rider. c) T:he plans are to be prominently stamped or otherwise noted "AS-BUILT" by the Pennittee's representative who was responsible for overseeing the work. Any original plan that was approved with a Department stamp, or by signature of the Department's representative, must be used for producing the As-Built plans. d) ff construction plans include signing or striping, the dates of signing or striping removal, relocation, or installation must be shown ori the As-Built plans when required as a condition of the encroachment permit. When the construction plans show signing and striping for staged construction on separate sheets, the sheet for each stage must show the removal, relocation, and installation dates of the appropriate staged striping and signing. e) As-Built plans must contain the Encroachment Permit Number, County, Route, and Post Mile on each sheet. f) The As-Built plans must not include a disclaimer statement of any kind that differs from the obligations and protections provided by sections 6735 through 6735.6 of the California Business and Professions Code. Such statements constitute non-compliance with Encroachment Permit requirements, and may result in the Department retaining Performance Bonds or deposits until proper plans are submitted. Failure to comply may also result in denial of future encroachment permits or a provision requiring a public agency to supply additional bonding. 18. RESTORATION AND REPAIRS IN STATE illGHWAY 23, PERMITS FOR RECORD PURPOSES ONLY: When work RIGHT-OF-WAY: Permittee is responsible for restoration and repair of State highway right-of-way resulting from pennitted work (Streets and Highways Code, section 670 et seq.). 19. STATE ffiGHWAY RIGHT-OF-WAY CLEAN UP: Upon completion of work, Pennittee must remove and dispose of all scraps, refuse, brush, timber, materials, etc. off the State highway right-of-way. The aesthetics of the highway must be as it was before work started or better. 20. COST OF WORK: Unless stated otherwise in the encroachment permit or a separate written agreement with the Department, the Perm.ittee must bear all costs incurred for work within the State highway right-of-way and waives all claims for indemnification or contribution from the State, the Department, and from the Directors, officers, and employees of the State and/or the Department. in the State highway right~of-way is within an area under a Joint Use Agreement (JUA) or a Consent :to Common Use Agreement (CCUA), a fee exempt encroachment permit is issued to the Permittee for the pmpose of providing a notice and 'record of work. Tb.e Permittee's prior rights must be preserved without tbe intention of creating new or different rights or obligations. ''Notice and Record Purposes Only'' must be stamped across the face of the encroachment permit. 24. BONDING: The Permittee must file bond(s), in advance, in the amount(s) set by the Department and using forms acceptable to the Department. The bonds must name the Department as obligee. Failure to maintain bond(s) "in full force and effect will result in the Department stopping all work under this encroachment permit and possibly revoking other encroachment permit(s). Bonds are not required of public corporations or· privately owned utilities unless Pennittee failed to comply with the provisions and/or conditions of a prior encroachment p~nnit. The surety company is responsible for any latent defects as provided in California Code of Civil © 2018 California Department ofTransportation. All Rights Reserved. 25. 26. 27. Procedure section 337.15. A local public agency Permittee also must comply with the following requirements: a) In recognition that project construction work done on· State property will not be directly ~nded and paid by State, for the purpose of protecting stop notice claimants and the interests of State relative to 28. successful project completion, the local public agency Permittee agrees-to require the construction contractor to furnish both a payment· and performance bond in the local public agency's name with both bonds complying with the requirements set forth in Section 3-1.05 Contract Bonds of the Department's Standard . Specifications before performing any project construction work. b) The local public agency Pennittee must defend, indemnify, and hold hannless the State and the Department, and the_ Directors, officers, and employees of the State and/or Department, from all project construction related claims by contractors, subcontractors, and suppliers, and from all stop notice and/or mechani_c's lien claimants. The local public agency also agrees to remedy, in a timely manner and to the Department's. satisfaction, any latent defects occurring as a result of the project construction work. FUTURE MOVING OF INSTALLATIONS: Permittee understands and agrees to relocate a pennitted installation upori notice by the Department. Unless under prior property right or agreement, the Perrnittee must comply with said notice at the Permittee's sole expense. ENVIRONMENTAL: a) ARCHAEOLOGICAL/HCSTORICAL: If any archaeological or historical resources are identified or encountered in the work vicinity, th..e Penni.ttee. must immediately stop work, notify the Department's representative, retain a qualified archaeologist who must evaluate the site at Permittee's expense, and make recommendations to the Department's representative regarding the continuance of work. b) HAZARDOUS MATERIALS: If any hazardous waste or materials (such as underground storage tanks, asbestos pipes, contaminated soil, etc.) are identified_or encountered in the work vicinity, the Permittee must immediately stop work, notify the Department's representative, retain a qualified hazardous waste/material specialist who must evaluate the site at Permittee's expense, and make recommendations to the Department's representative regarding the continuance of work. Attention is directed to potential aerially deposited lead (ADL) presence in unpaved areas along highways. It is the Perrilittee's responsibilitj' to take all appropriate measures to protect workers in conformance with California Code of Regulations Title 8, Section 1532.1, "Lead," and with Cal~ OSHA Construction Safety Orders, and to ensure roadway soil management is in compliance with Department of Toxic Substances Control (DTSC) requirements. PREVAILING WAGES: Work performed by or under an encroachment permit may require Perrnittee's contractors and © 2018 California Department of Transportation. All Rights Reserved. ·subcontractors to pay appropriate prevailing wages as set by the California Department of Industrial Relations. Inquiries or requests for interpretations relative to enforcement of prevailing wage requirements must be directed to the California Department of Industrial Relations. LIABILITY, DEFENSE, AND INDEMNITY: The Permittee agrees to indemnify and save harmless the State, the Department, and the Directors, officers, employees, agents and/or contractors of the Stat.e and/or of the Department, including but not limited to the Director of Transportation and the Deputy Directors, from any and all claims, demands, damages, costs, liability, suits; or actions of every name, kind, and description, including but not limited to those brought for or on account of property damage, invasion of privacy, violation or deprivation of a right under a state or federal law, environmental damage or penalty, or injury to or death of any person including but not limited to members of the public, the Permittee, persons employed by the Permittee, and/or persons acting on behalf of the Permittee, arising out of or in connection with: (a) the issuance and/or use of this encroachment pennit; and/or (b) the encroachment, work, and/or activity conducted pursuant to this encroachment permit, or under color of authority of this encroachment permit but not in full compliance with the Permit Conditions as defined°in General Provision Number 5 ("Unauthorized Work or Activity''); and/or (c) the installation, placement, design,· existence, operation, and/or maintenance of the encroachment, work, and/or activity; and/or (d) the failure by the Pe~ttee or anyone acting on behalf of the Pennittee to perfonu the Pennittee's obligations under any part of . the Pennit Conditions as defined in General Provision Number 5, in respect to'maintenance or any other obligation; and/or (e) any change to the Department's property or adjacent property, including but not limited to the features or conditions of either of them, made by the Permittee or anyone acting on behalf of the Pennittee; and/or {t) a defect or obstruction related to or caused by the encroachment, work, and/or activity whether conducted in compliance with the Permit Conditions as defined in General Provision Number 5 or constituting Unauthorized Work or Activity, or from any cause whatsoever. The duty of the Permittee to indemnify and save hannless includes the duties to defend as set forth in Section 2778 of the Civil Code. It is the intent of the parties that except as prohibited by law, the Pennittee will defend, indemnify, and hold harmless as set forth in this General Provision Number 28 regardless of the existence or degree of fault or negligence, whether active or passive, primary or secondary, on the part of: the State; the Department; the Directors, officers, employees, agents and/or contractors of the State and/or of the Department, including "but not limited· to the Director of Transportation and the Deputy Directors; the Permittee; persons employed by the Permittee; and/or persons acting on behalf of the Pennittee. The Permittee waives any and all rights to any type of expressed or implied indemnity frorn or against the State, the Department, and the Directors, officers, employees; agents, and/or contractors of the State and/or of the Department, including but not limited to the Director of Transportation and the Deputy Directors. 29. 30. The Perrnittee understands and agrees to comply with the obligations of Titles II and Ill of the Americans with Disabilities Act in the conduct of the encroachment, work, and/or activity whether conducted pursuant_ to this encroachment permit or constituting Unauthorized Work or Activity, and further agrees to defend, indemnify, and save harmless the State, the Department, and the Directors, officers, employees, agents, and/or contractors of the State and/or of the Department, including but not limited to the Director of Transportation and the Deputy Directors, from any and all claims, demands, damages, costs, penalties, liability, suits, or actions of every name, kind, and description arising out of or by virtue of the Americans with. Disabilities Act. The Permittee understands and agrees the Directors, officers, employees, ,agents, and/or contractors of the State and/or of the Department, including but not limited to the Director of Transportation and the Deputy Directors, are not personally responsible for any liability arising from or by virtue of this encroachment permit.. For the purpose of this General Provision Number 28 and all paragraphs herein, "contractors of the State and/or of the Department" includes contractors under contract to the State and/or the Department,_ and the subcontractors of such contractors. This General Provision Number 28 and all paragraphs herein take effect immediately upon issuance of this encroachment permit, and apply before, during, and after the encroachment, work, and/or activity contemplated under this encroachment permit, whether such work is in compliance with the Permit Conditions as defined in General Provision Number 5 or constitutes Unauthorized Work or Activity, except as otherwise provided by California law. The Pennittee's obligations to defend, indemnify, and save hannless under this General Provision Number 28 take effect immediately upon issuance of this encroachment permit and have no expiration date, including but not limited to situations in which this encroachment permit expires or is revoked, the work or activity petfonned under this encroachment permit is accepted or not accepted by the Department, the encroachment, work, and/or activity is conducted in compliance V:,ith the Permit ~onditions as defined in General Provision Number 5 or constitutes Unauthorized Work or Activity, and/or no work or activity is undertaken by the Permittee or by others on the Permittee's behalf. NO PRECEDENT ESTABLISHED: This encroachment permit is issued with the understanding that it does not establish a precedent. FEDERAL CIVIL RIGHTS REQUIREMENTS FOR PUBLCC ACCOMMODATION: 11) As part of the consideration for being issued this encroachment permit, the Permittee, on behalf of Permittee and on behalf of· Permittee's personal representatives, successors in interest, and assigns, does hereby covenant ii. lll. lV, participation in, be denied the benefits of, or be otherwise subjected to discrimination in the use of said facilities. In connection with the construction of any improvements on said lands and the furnishings of services thereon, no discrimination must be practiced in the selection and retention of first-tier subcontractors in the selection of second-tier subcontractors. Such discrimination must not be practiced against the public in their access to and use of the facilities and services provided for public accommodations (such as eating, sleeping, rest, recreation), and operation on, over, or under the space of the State highway right-of-way. The Permittee must use the premises in compliance with all other requirements imposed pursuant to Title 15, Code of Federal Regulations, Commerce and Foreign Trade, Subtitle A. Office of the Secretary of Commerce, Part 8 (15 C.F.R. Part 8) and as said Regulations may be amended. b) In the event of breach of any of the above nondiscrimination covenants,. the State and the Department have the right to terminate this encroachment permit and to re-enter and repossess said land and the facilities thereon, and hold the same as if said permit had never been made or issued. 31. MAINTENANCE OF IDGHWAYS: By accepting this encroachment permit, the Permittee agrees to properly maintain any encroachment. This assurance requires the Permittee to provide inspection and repair any damage, at Pennittee's expense, to State facilities resulting from the encroachment. 32, SPECIAL EVENTS: In accordance with subdivision (a) of Streets and Highways Code section 682.5, the Department is not responsible for the conduct or operation of the permitted activity, and the applicant agrees to defend, indemnify, and hold haan.less the State, the Department, and the Directors, officers, employees, agents, and contractors of the State and/or of the Department, including but not limited to the Director of Transportation and the Deputy Directors, from any and all claims, demands, damages, costs, liability, suits, or actions of every name, kind and description arising out of any activity for which this encroachment permit is issued. The Permittee understands and agrees to comply with the obligations of Titles II and III of the Americans with Disabilities Act in the conduct of the event, and further agrees to defend, indemnify, and save harmless the State and the Department, and the Directors, officers, and employees of the State and/or Department, including but not limited to the Director of the Department and the Deputy Directors, from any and all claims, demands, damages, costs, liability, suits, or actions of every name, kind and description arising out of or by virtue of the Americans with Disabilities Act. and agree that: 33. PRIVATE USE OF STATE HIGHWAY RIGHT-OF- WAY: State highway right-pf-way must not be used for private purposes without compensation to the State. The 1. No person on the' grounds of race, color, or national ongm may be excluded from © 2018 California Department of Transportation. All Rights Reserved. gifting of public property use and therefore public funds is prohibited under the California Con~titufion, Article 16. 34~ FIELD WORK REIMBURSEMENT: Pennittee must reimburse the • Department for field work performed on Permittee's behalf to correct or remedy hazards or damaged facilities, or to clear refuse, debris, etc. not attended to by the Permittee. 35. NOTIFICATION OF CLOSURES TO DEPARTMENT AND TRAFFIC MANAGEMENT CENTER (TMC): The Permittee must notify the Department's representative and the Traffic Management Center (TM.C) at, least seven (7) days before initiating a lane closure or conducting an activity that may cause a traffic impact. A confirmation notification should occur three (3) days before closure or other potential traffic impact. In· emergency situations when the corrective work or the emergency itself may affect traffic, TMC and .the Department's representative must ·be notified as soon as possible. 36. SUSPENSION OF TRAFFIC CONTROL Ol'ERATION: The Permittee, upou notification by the Department's representative, must immediately suspend all lane closure operations and any operation that impedes the flow of traffic. All costs associated with this suspension. must be borne by the Permittee. · 37. UNDERGROUND SERVICE ALERT (USA) NOTIFICATION: Any excavation requires compliance with the provisions of· Government Code section 4216 et. seq., including but not limited to notice to a regional notification center, such as Underground Service Alert (USA}. The Permittee ni.ust provide notification to the regional notification center at least forty-eight (48) hours before performing any excavation work within the State highway right-of-way. · 38.. COMPLIANCE WITH THE AMERICANS WITH DISABILITIES ACT (ADA): Ali work within the State highway right:of-way to construct and/or maintain any public facility must be designed, maintained, and constructed strictly in accordance with all applicable Federal Access laws and. regulations (including but not limited to Section 504 of the Rehabilitation Act of 1973, codified at 29 u,s:c. § 794), Caiifornia Access laws ·and regulations relating to ADA, along with its implemen~ing regulations, Title 28 of the Code of · Federal Regulations Parts 35 and 36 (28 C.F.R., Ch. I, Part 35, § 35.101 et seq., and Part 36, § 36.101 et seq.), Title 36 oftbe Code of federal Regulations Part 1191 (36 C.F.R., Ch. XI, Part 1191, § 1119. l et seq.), Title 49 of the Code of Federal Regulations Part 37 (49 C.F.R., Ch. A, Part 37, § 37.1 et seq.), the United States Department of Justice Title IT and Title III for the ADA, and California Government Code section 4450 et seq., which require public facilities be made a:ccessible to persons with disabilities. · Notwithstanding the requirements of the previous paragraph, all construction, design, and maintenance of public facilities must also comply with the Deparhnent's Design Information Bulletin 82, "Pedestrian Accessibility Guidelines for Highway Projects." © 2018 California Department of Transportation. All Rights Reserved. 39.STORMWATER: The Permittee is responsible for full compliance with the following: • For all projects, the Department's Storm Water Program and the Department's National Pollutant Discharge Elimination System (NPDES) Pennit requirements under Order No. 2012-0011-DWQ, NPDES No CAS000Q03; and . • In addition, for projects disturbing one acre or more of soil, with the California Construction General Permit Order No. 2009-0009-DWQ, NPDES No CAS000002; and • In addition, for projects disturbing one acre or more of soil in the ·Lahontan Region with Order No. R6T- 2016-00J 0, NPDES No CAG616002. For all projects, it is the Permitte·e•s responsibility to install, inspect, repair, and maintain all facilities and devices used for water pollutio_n control practices (Best Management Practices/B:MPs) before perlorming daily work activities. N CP C.}1 TABLE 1 TAPER LENGTH CRITERIA ANO CHANNELIZING DEVICE SPACING 1/INl~UM TAP£R LENGTH • MAXll,IU,,I CHAN~ELIZING DEVICE SPACIHG FOR WIDTH OF OfFSET t2 FEET IWI 'S.f'£ED • y l •• ISi TAll«:NT Wf;RGlhG SlilFTlltG SHOUl.l>CR TAI'£~ 1.11!«111 COl<FCICT 2L L Ln LI) . -mpn ft fT " ,. ,, ,, ft 20 160 80 ◄O 2f 20 ◄O 10 ZS 250 125 6J ◄2 2~ 50 12 lO J60 1eo 90 60 )0 60 1, 35 4'IO 245 12J a2 l5 10 t7 ◄O 640 J20 160 107 •o 80 20 •• 1080 S◄O 210 110 45 90 22 -~sq__ ~~ 600 )00 200 50 100 2, 55 ,120 660 Jlo no 50 100 'zr-•• 14◄0 120 160 240 so 100 25 65 1560 710 390 260 50 100 l5 70 1660 140 ◄>O ZIO ~ 100 ,. 75 ta00 900 ◄50 300 so 100 ,. if • For Otr\el" offsets, use The f'ollowin,g mierglnq TQPe .. hlU"IQi'h for.WIG '°' L: for spee<I Of 40 fftl)ll er IH&, l = fS?l'&,0 For-soetd of ,.5 mon o~ more, L • '1S 1~r--.ert1 L • TQper' length in feet W 9 wr(lth cf oft.set in feet S s:. Poste:G SQe~ lf•lt, Off-pe<Jk s.5th-p,erce.ntil• speed Ot"lot" to work stor+i~. or tN! onticiPOteO aperotlng spce-d ln ~ ttff ~ Uiie for -taper ona ,009ent sections Wl1Bn:! -tl'\ere Or"I!! no pcv~rnent fflOf"ki.ng:s or 'Jl'Mere tf'li!!nt ta a coofl ict between e>Cf&ting poverl\■nl' rnor-King:s aM ct11::innel lzer-s (CA). TABLE 2 LONGITUOlNAL BUFFER SPACE AND FLAGCER STATION SPACING. OO~NGRADE Min D ... SPEED• ~in O iHI ·JZ -•~ -9:(. """' fl fl ft " 20 "' ,,. 120 , .. 2, 155 15& 1"5 17l ,o 200 205 215 227 35 250 2'1 l71 2a1 40 lOS '1S nl JS4 ., >GO na 400 .. , .,, ◄2~ ◄◄6 .,. SOT '' .,. S20 55] 591 eo 570 59& 6lB 686 6, 645 682 12e 18S 10 no n1 azs ... 75 "20 ••• 927 1001 * -Speeo I• i:;io:stect epeeo 1lrnif~ off-ii•ak 8'Jth•pe.-ctn-r1te spee<:l priOI'" to 'll'Ot'k &to,-~in9, Or" the c,n1'1c:rpate<II oger-otlnv speed In ,npn IUf -Longi1'UCJina.l ouffer $PQt:;I « floggff' lltoti'cn s,pacing ,.._. -u.se on sustalm:!:Cl aownfJl"'Ode 5-'teepitr tncan -J percent ond •IOl'ICJa:I" tticn 1 mfle. !llh,I (IUUI I MOutC r ,o~•,:,;,,rn. •~:TJ•!.1--:-, I I I I ~-·e •' , f •ltor t,; "'°tl11~11 !: c ~ ~•n• ""~'-I.. 0'1 ·1-,. I • ,~,,,.,.,,.,~...,,,.,,,.,,"J,., ~~• l,iw" .t(IIIIJ ~l ltll lit 4b'.:h$«( qf I~ A ::ww"':,r1t'!:'J/I-:!'" v .JQ#ltt.~ ·• .... °'~· TABLE 3 ADVANCE \I/ARNING SIGN SPACING DJ'STAt-1(:£ 9E'.ll1i'EE" SICN~ -11 ROAD lYPE A e C n H ,. URBAN -Z~ "Pf' art Lt.:» 100 100 100 UR8AH • M0Rt TH4H 2S ...,,, 10 .co "" 2>0 2,0 URai\N -unwE TliA.N 40 m.pn )SO l50 ,~ RU>AL 500 soo ,00 E:d"RE:SSW.AY I FR£E.\l'AY ICJOO 1500 2t5~0 " -TN alstoncO.!I ont opproxhr,oto, Ot"O inu-naeo (Of"' guidOnet ~•• on1:,, QfWJ 1nou1a oe appllect witn ~lneerln!J Juoc,me-nt. These oiuonce, aro.,10 oa oajusteo 01 tne tnQIM~ ror flela conai11ont. If n111ce11ory, DY lnc.-eosln9 or oe,c.,-ec,sing ,,_ r-ecoml!n11H1Mt!C1 cistoncos. S.TAT£ OF CAL1i:ORNt/l DEPARTl.fEtH Of TRIINSPORTAT10tf TRAFFIC CONTROL SYSTEM T'ABLES FOR LANE AND RAMP Cl:OSURES HO SCALE I T9 I~ 1, I, (/) --1 )> z 0 )> ::ICI 0 -0 r-)> z -I co N 0) 0-. u1 •• I ra.,w11 I rn.11H1r NOTES: OY£.RLII.Y u:s APPROPRI un SH Sf"Cl'Vlore PIOft T9 for 1--0Dle:t. li4•2R SEE NOT!.S 9 ANO 10 UH cone s:poc:1119 ,: for top.et"' ••~nt1 r for-tor,91:mt HgtnenT or z for-"cOn,tJlc't sffoatlons1 a~ oppr0t)l"'1o♦e, per-Too11 I 1 unless X, 'i, or Z cone .riaac no l• s~ an thi■ Gnctat. -;-•Y 1-7 ~~W,"'~~s 2, 1-1 -==-J}!'.;,!~}~:-:,ee • .,:--=.,...-11 ~ill / CONE SPACING SE[ U_9l[ / -I. 7-,,,,,---. . ...... -· _Q_ 0 ~ W•~ Pfu 1 AH'O SEE UOTC I Pf"Ovlal! ci-t le-ost ona per!".on to i-cnTlnuousPy ll'IOinToin trot"flc r;ol"ltf"o1 (levle«-$ for 1cne ctosure.s. --· ..... ---'-·--=C> ~---•--~~ S_l;_LNOTC , UEOIMt !iHOU~DIEff ... -· ·-=:>-.... _. ~ =:~=•-.. I • AOV~t4CE 1tAriNIH0 SI~ OISTA~tE: Sf£ r.tALr l ~ ;...___ su NOrcs • ""° • 1 'si:c HOtt , 11 -I I 1 l ZL l o WORK •REA • J I -TA&L t , · 'si:t ~orr , I sec TABLE , oui'f• ~ •••ct S[E NQt, 5 ~ ~ AHO AOI..E I stE UBLE 2 LAME 'V' (JOA(CAJ wi'i-$ W?I :soR r.:,r;ii'lw,-~o• l!:.I ~ SEE "OTE I> =:>-=:>---<==t> ~i: "'~ st«Jul.Dtll 111:01"" 511-0lU.DEI\ ~ • a I ' I soc,• I ~p I -, I fo«(ACING X AO~ANC[ WARNINC SICN SEE TABLE 1 'l\'ORK AA:£.l DISTANC:E SEE TASLi J i'.ND NOTE 1 ANO N01E 2 ~ I. ~~~~1e1~~~t::o~:,.P!~1C},~'c~:;":~r ~ us•o ~5t~<I or cones for dci:,t1me clo!l.u.-a.:a only. 2· ~ff~ ::'"t::s•, ~•~09•~~0:~:r.:cri~ •. Eocn .~,? snoi~oe o~••,~~~~u~: •;eJ!'C:~~e rn""color. Pro,nlno_ OoOCOt\l • .., .. ,,. OIOCeG Of tJ'Ul IOCOt ft)fl$ IndlCOtOO for iono Ch)IUl"'e <lut'ing flOUr • or oor-kne.u. 3• :,f]001 Jt-Ox Rf/.P o~c:;,..•~:o;tn,~nt~ ptocact ot-,ne eno or tflll 19"0 c1osure unlHl 1h11. eno ~~:::1' ~r:c-tl_~ m,~~ 0.-encis V tn " '"° ... A,.:~~'=,,~l~~:.!O~~nfJr;r=• ~=~~ ~,:vi,,:_a t ,,osnln9 orrow algn. Lone c•~•• sno~ nor tieo1n ~1£':n{gf> c".fr.vC.~•" vertlc10 clJrve or on o SHOULDER CLOSURE s. P!oc@ 0 C30(CA) .5fgn aver-y 1000 'throughout l@n(lth Qf 10ne closure, . 6• !c~J~!'":::~1~:n:~0:,:1,'= ~f~1~tlon ~f 0~ ~ ~= \.~'~:~i:::-:.~.~_:vu,, tYOe I oor-ricoGes moy oe u.seo tnsttoO of 1he l cones. The tron.,"e,-se 01 lmi•nt of thl f?f::* or t>Ordcooes ~O:.~.,~~~:.~r3"":'.n1•~o~oe,f0:nocc:g. '~:' ,.,;.M -ork, 7 · ~-~n ~1g~er+ +~~~ ~~~~Yr~1r1"0~•n:~eJ~i~!i~~ ~~1,cc '"""· II. ~; r.:a~/~h~ov~,i~if':'. w~ \~ clOS2d. ~-~= t~~'}rtcl~~t•t28rc~t c~~0;:.A0 s-tt~~sa~~w·b:9 US<!<I. ClO(CAl ~ S!'_A_CJ!i"--JLSCE Tl.8<.E I ~ , OIAI< SHCIU!.OCR OIJ.N iSHOUlrif!A ~1 =:.>--+-'=? -... •-• -1 --· ~MR e • .,., • .-• -e • / • 00 ---. OR<$~ E••ISEE -;,f NOTE 11 SC18(CA) _..~ ~ 500' Mox Ola AT &Cl~NING rti" l-,~ OF ENTRANCE A.IMP ~ .. LANE CLOSURE AT ENTRANCE RAMP LANE CLOSURE AT EXIT RAMP 1~4 (]u~t6coTe slgri intnollotlon11 oro not roqulrO<SI ~h• ivoo'fi~6J!e,Jn•~~t~:;.oi~ ~i,,eo,~t ,"f!:i,'rc1.t of DJ In lhe llle<Jlon " the ... idth ot the medion ~•oer ia 1es.s ,non e' ond tha on-11iae 1ones Ol"'e to oe clos~. 1 I. TM E'S-l or-'SCll(CAl O(ld W◄-1 ,rgns Sl"IDII be U$tl0 OS .lllhOwn. • 12· ~ :~-?fP,~~E~~ra&~ ~.'~~t•.o:r.~u~Y~ tl"lt c;1fGtonce tl"lelt con be perc•lv•<1 by rooa user.s. 13. ~'~rl f~9"0,:f'e~~:s or~ft).'.,, ••• t, wrco F, II"'• W-h 10 "4-'i"I. U.£ MOT£ 1.'.5 ~ SIGN PANEL SIZE (Mini 0 •&". '"" • 0 t TRAFF re C:ONE fRJ\FFIC COtr! [OPTl~AL. l~PERI [fil 1rr· ,e SO'' -Tt~RARY TRAF'i;1c CONTRoL SIGN (f] ~i" x 30'' FUStHNC AAA0tf SICk lFA5l R'i FAS SUPPORT OR TRAILER ➔i; PORTABLE fl..ASHINCi 6E.ACON SU.TE OF CAllFORNIA OE~ARf~ENT Of tR•"s~OOTATION TRAFFIC CONTROL SYSTEM FOR LANE CLOSURE ON FREEWAYS AND EXPRESSWAYS NO SCALE T10 I\) 0 .... c,a en -I :r,. z C l> ::i::, C "'O r-~ z -I ... 0 N 0) 0:, -<= -<>= =>-=>-AOV AtofC.t. WAAt'! J NO '51 ON Ol'STANCE "SH lABt.E ' C A CONE WAtlNC Ut t&8l£ 1 AN) NOTE 1 SEE TA8Lt I ~tfOTE .!....._ . ~ . . . 0 0 <;=, ~ =-:>-=C>-[or.,I IXIJl(ll /}31~ /~ /} 1t -~:~"-°""' -~ 1--I' ~m ~m ~m I soo· " SEE TABLE J NOT£ ~(!] 'SEE H1oB'-IE 1 lliallillMI S£E ffOIE ◄ wza-1 ~EE NOT[. 2 NOTES: ClO(CAIR W<-2R St£ NOTES 2 SEE NOrES > AND l ANO 7 I. llor"totJlltt dellnlfOfor,e PIQC:e~ ot Ql'le-hal f 'tha •pocing indiC01'ild for 1ro((ic Conti mo"y oe used Instead of c-:one~ for-CIO)ttlrne C:101.ut''•S. Only, 2. toc:h oa.anc:• 11f01"1'1ft9 sf9" •MU oe equ-topc.o with ct 1cost tw0 f1091 for Cloytime CIOS'-""C, [ocn flOC} .shOII DO o, le<tSt ,, .. 1IC 16°' In •be ono •nou oe of"'onge or flucw-Hc<tnt reo•orQl'HJ9 In color-. r1a1nino 011ocons 1na11 Oft p1oceo at tt'W! aocotfons lnaicoteo for ion• c1os1,,1re ovrtno t'IOUJ"s of dorknan. :3. A Ciio-~ "'EtfD ROAD WORK'' sign SOCII I t,e i1=11aced 01 the eM o, tt,e 1,me closure unlet;s the end of work orto i& ot:,..,;ou!I or 4,-d-. irithin the 1orge:r"' s:i.-ojo-c:t·• li•lts. -.. • •lnllftUfft , soo· or •l9flt' otatonce-snou be: provldeo wnero gonlc,le for Yt'f'lfcles oi::iproocr,tngi trw -ri..--s.t flosnln; orrO'# 1Tgni. Lone c10.sura1 1r.o11 not begin o, u ... fop °" <:l'•tf venfco, curve or on o riorhontol c:urye. ClO(C-ll SEE NOTE S TYPICAL LANE CLOSURE ,. Plaee C30(CAl "'LAN~ CI.OSED" oi;n ot '500" TO 1oao--i11t-ervous tnrougtiaut a,cfended t-10n. Clf'ea. G. Length mo)' be red!..Jc.ed by tM En;ln.e.er to oddre.!1$, $ltE cori.dition:r;. 7. M.l!dioo lone CfOllr«"S 3holl eonfon11 to -tnt details .showt\ except -that C20(CAIL aric, lUl•Z1.. Si9".S Sl'loll De used. a, for opprooc:n •pe~.t over" 50 MPH. use ·tr,, •rr-Mfic Centro• Sys-tern fQr"' Lone c10•1.1r-• on Freeway• (H'ld e.xp.r-~$!l'lf<I)'&'" pion ~or 1or1e clc~ut'e de-tolls ooc, r-eoulr111,ent,. . 0 • C20-l Ht NOT£ l NOTES: SH StanOOid Pion T!) frx t001u. uae cone 1,pocln9 x fo,-tGptl" H«)ffleflt, l fof"' tori9ent segment or Z for" c:onflle.t sftuotJo,,•, os app,ropt"lote, p,=i Tool• 1, un1es~ x. Y. or 2 ame spoctng Is .snown on 1nis srwet. Provioe at least one p!!r".sori to continuouSily "'afntoin tiafflc ,onrrol davices for-lane c:•o~u,..•a~ LEGEND T~AFF1C CON[ SIGN PANEL SIZE (Min) [!)<•"•"" {!J ,. .. • 10" III ,..,.. • ,o--T~AIF IC CONE (OPTIONAL UfERI 1El,IPOAAIIY ,mric COIITROI. SICII FUSH1NC l,Rl!QW srn~ [FASJ ~ ~!~ ~., FAS SUPPORT OR TRAILER POA.TABL£ rtUHlNC B~.A.C'ON STU[ OF CAC.lfORtllh tlEPAIHt-lENT 0V TFIAN~POAT.ATtON TRAFFIC FOR LA.NE CONTROL SYSTEM CLOSURE ON MUL TILANE CONVENTIONAL HIGHWA.YS NO SCALE T11 N 0 ... a, en -i )> z C )> :JJ C ,::, r-> z -i ... ... ChartNo. l Road Lane Requirement Hours County: SD Direction: NB PM: El Camino Real Closure Limits: At Rte. 78 FROM HOUR TO HOUR 24 l 2 3 4 5 6 7 8 9 101112131415]61718192021222324 Mondays through Thursdays 1 1 1 I 1 1 I Fridays I I 1 I l Saturdays Sundays 1 1 Legend: ~ Provide at least one through traffic lane open in direction of travel D Work permitted within project right of way where shoulder or lane closure is not required. REMARKS: NOTE: Place a PCMS (Portable Changeable Message Sign) on NB El Camino Real-waming the public of the road closure ahead Permit# 0606-(ll-19-NCS)-SALPSALEM-07-09-2019 Chart No. 2 Road Lane Rea11irement Hours County: SD Direction: SB PM: El Camino Real Closure Limits: At Rte. 78 FROM HOUR TO HOUR 24 l 2 3 4 5 6 7 8 9 IO 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Mondays through Thursdays 1 I I I 1 1 1 Fridays I 1 l I 1 Saturdays Sundays I 1 [Tid: Provide at least one through traffic lane open in direction of travel ==i Work permitted within project right of way where shoulder or lane closure is not required. REMARKS: NOTE: Place a PCMS (Portable Changeable Message Sign) on SB El Camino Real -warning the public of the road closure ahead Permit# 0606-(ll-19-NCS)-SALPSALEM-07-09-2019 Chart No. 3 Road Lane Requirement Hours County: SD Direction: NB-SB PM: El Camino Real Closure Limits: At Rte. 78 FROM HOUR TO HOUR 24 l 2 3 4 5 6 7 8 9 10 11 12 13 14 151617 18 19 20 212223 24 Mondays through Thursdays s s s s s s s s s Fridays s s s s s Saturdays Sundays s s s s Legend: ~ Shoulder closure permitted (right/ left) for placement of signs only. D Work permitted within project right of way where shoulder or lane closure is not required. REMARKS: Permit# 0606-(11-19-NCS )-SALPSALEM-07-09-2019 ChartNo.4 Ramp Lane Reauirement Hours County: SD Route/Direction: 78 /EB PM: 1.313 l.586 78/WB l.637 1.367 Closure Limits: EB 78 Exit ramp to El Camino Real EB 78 Entrance ramp from El Camino Real WB 78 Exit ramp to El Camino Real WB 78 Entrance ramp from El Camino Real FROM HOUR TO HOUR 24 1 2 3 4 5 6 7 8 9 10 1112 13 14 15 16 17 18 19 20 2122 23 24 Mondays through Thursdays s s s s s s s s s Fridays s s s s s Saturdays Sundays s s s s Legend: ~ Shoulder closure permitted (right/ left) for placement of signs only. ~ Work is allowed within the highway where a shoulder or lane cl<;>sure is not required. REMARKS: Permit# 0606-(11-19-NCS )-SALPSALEM-07-09-2019 Chart No. 5 Ramo Lane Reauirement Hours County: SD I Route/Direction: 78 /EB I PM: 1.313 Closure Limits: EB 78 Exit ramp to El Camino Real FROM HOUR TO HOUR 24 l 2 3 4 5 6 7 8 9 101112131415161718192021222324 Mondays through Thursdays X X X X X X X X Fridays X X X X X Saturdays Sundays X X X Legend: X Close the Right Turn Lane Pocket of EB 78 Exit ramp to El Camino Real at the terminus of the ramp and keep all other lanes open in the direction of traffic. D Work is allowed within the highway where a shoulder or lane closure is not required. REMARKS: Permit# 0606-(11-19-NCS )-SALPSALEM-07-09-2019 BRIDGE LENGTH = 90'-o" ~: ss·-o, ss·-o·, :~ BB . l -·· ___ :_B_:c,:: :::£.•';.'l=:'i.:.:l~:'f.l:-:J._ .. ,~~~·.f:1=:i7••f_~;5,:::~.:..t>:.-=:.~:.:=:,..:;:;::;~;~~:~~~~~~~~'r::=::~=:~~=?~;:-;~~-~ .. ~--·) 1 '-OH± _ .. c .. cr ..... ·'-•• -.. 1r··-··-··-·· ··1f12' MIN 1=S,. .. --·--•-;i !! CLR I EXIST CONCRETE ~ ii ....... ~j 21" SEWER LINED CHANNEL .-J.i~·•. ii .• ••• ·-·~•J, / <;:=TO $- !"-:.·~ ii .-··"' -~ ! ~ •.• ,,.,,.,,.,, ..... ..,j,. ...... ,,.,' # ! ABUTMENT 1 il ABUTMENT 3 BENT 2 DATUM ELE~ = -10.0 106+00 107+00 ELEVATION -BB 105+94.00 • EL~,4 BOTTOM OF EXIST LINEO CHANNEL l" = 20' PLAN BOTTOM OF EXIST LINED CHANNEL 1 ,, = 20· P~J. ENGR., C. TORNACI DATE, 0B/23/19 DETAILS a,, V. TRINH SCALE, AS SHOWN PRJ. MNGR., C. TORNACI JOB NO., ~ ENGl'-IEER DF' W'DRI(: DATE, DB/23/19 EXIST TRAFFIC STRIPE TO OCEANS!DEc::::::::> VARIES 52'-0"'± 5't B'-0":!: 36' MIN:!: & VARIES 12'-o"± 21 '-o"± 31 '-o"± 5'-0":!: 1 '-0"'± ~---~------------~---------------------6'! 15'-0"':t 14'-6"! n ··~, 1. 51/.~----··-·= -··-·7· ··r:~·~-.!7""""'"·r--•-4 ,:l:_E ___ ----'. ·" ~ -i-"1 -;,ir-=i!~Y-¥J<J '<£] -t~/ \-,~s~~::~~~r~1,,1s1 RE1"FORCED TYP I CAL SECTION CONCRETE TEE-BEAM CIA!E l " = 1 O' SUPERSTRUCTURE (CIRCULAR CONCRETE COLUMNS NOT SHOWN) LEGEND: CD REMOVE CONCRETE CURB RAMP ANO PLACE ADDITIONAL FILL. INSTALL CONCRETE CURB RAMP WJTH RETAINING STEM ® TREAT BRIDGE DECK WITH HIGH MOLECULAR WEIGHT METHACRYLATE {HMWM) (]') REMOVE TRAFFIC STRIPES AND RESTRIPE AS EXIST AFTER HMWM TREATMENT ~ AREA TO RECEIVE METHACRYLATE TREATMENT (STAGE 1) EZZ;J AREA TO RECEIVE METHACRYLATE TREATMENT (STAGE 2) ~ REMOVE CONCRETE CURB & GUTTER, AND REMOVE CONCRETE CURB RAMP NOTE: CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL. EXIST UTILITIES LEGEND: @ 1 B"x1 8" OPEN ING FOR 1 O¾" 0 .D. OIL PRODUCTS LINE. {SAN DIEGO PIPELINE CO.). ENCASED IN 16" O.D. STEEL PIPE @ 16"xl 6" OPENING FOR 6" GAS LINE ENCASED IN A 10}'~'· O.D. STEEL PIPE. (SDGE) @ 14"x2B1/2" OPENING FOR 9-31/2"' TRD (PACIFIC TELEPHONE AND TELEGRAPH COMPANY) @ OPENING FOR 16" 0 DIP WATER LINE (CITY OF OCEANS!DE) ® 14'" WATER 1N 24" 0 CAS[NG WITH 28'" 0 UTILITY OPENING ® 1 2" RECLA !MED WAS TE WATER IN 20" 0 CASING WI TH 24" 0 UT! LI TY OPENING @ 1'-6" X 1 '-6" FUTURE UTILITY OPENING APPROVED ENCROACHMENT PERMI_ @ 2'-o" X t '-6" FUTURE UTIL /TY OPENING SIGNAL & LIGHTING CONDUIT. . H-\~ -~°'y..-~O Perrmt No.: -- PLAN CD 1-1/z" 0 0 4-5" PVC SAN DIEGO GAS & ELECTR re co. 0 z 2-1 1-z.o c Date:-.Jd.~",i;;;.:L!..B::~~---,-- (D 1-3" PVC OCEANS IOE CABLE VISJON w i CITY OF CARLSBAD 11 SHEETS 1 PUBLIC \IDRKS DEPARrnENT 12 2019-20 BR/OGE PREVENTATIVE MAINTENANCE EL CAMINO REAL BRIDGE GENERAL PLAN Af'PROVED HOSSDN AJiDEH OiMillCUWCI.I P.t. 75991 ~~/.Jo/20 D,TF .. ,rw. OA!t IHIT1AL DAit ... AL ClikO 8Y:_B1/_ PROJECT NO. Cli.'Oti:(CR W WORtc REVISION DESCRIPTION CllHEI? APPROVAL CITY -'PPR'OVAL IOWN 9Y: ~11 RV\\ll av, ---'L 6066-19 II DRAWING NO., 517-5 REMOVE CURS RAMP & INSTALL NEW CONC CURB RAMP, CASE C PER SDRSD G-29 WI TH 7.5% MAX SLOPES AND RETAINING STEM c.::~~:~~::::-··-··;:::>- 1 '-6"~ ;••-- SW SIDEWALK -PLAN V IEW NTS REMOVE CURB RAMP & INSTALL NEW CONC CURB RAMP, CASE C PER SDRSD G-29 WITH ~ ~ LS'-~'.~,.:,LOPES ONO REWNi,o STEM -~ SE SI DEWALK -PLAN V IEW NTS PRJ. ENUR.: C. TORN AC I DIITE: DS/23/19 DETAILS BY, V. TRINH SCUE, AS SHOWN PRJ. """"·' C. TORN AC I JOB HO., ~ ENGl~EE.R CIF WORK: DU £, 08/23/19 RCEa COLD JOI NT 12, GALV INSTALL NEW CONC CURB RAMP, CASE C PER SDRSD G-29 WITH 7.5% MAX SLOPES AND RETAINING STEM ::::h:~~~==~:======~===~==~==~=r=_l1 6" CLASS I I AB ,,/ 0 ---=--7 REMOVAL ~" ~ 12 _ _,,__,,_·.,, ;'., MAX (GALV) / ,JF OG =-FG-;<"0 SECTION B-B PROPOSED ,.::~;::;::::::::::::: i ! -------,-··-··-··-·-··-L··-··-··-··-··-··- REMOVE CURB RAMP AND INSTALL NEW CONC CURB RAMP WITK RETAINING STEM, CASE C PER SDRSD G-29 WITH 7.51/. MAX SLOPES AND RETAINING STEM SW AND SE SI DEWALK • ELEV VIEW o,rt .. Ml ENC'.;INEER OF' 'WO!UC REVISION DESCRIPTION 1/4°' EXP JT FILLER """ INITIAL OTHER AP~OVAl APPROVED ENCROACHMENT PER..\-11 PLAN Permit No.: -\C\ -t'\-n~--D(00 __ 03 i2 ~l201c::r Date: __ ...:....::::....!-=-__:...;;...;;~-----i--- [:[JI CITY OF CARLSBAD IISHEETSI PUBUC ',/ORKS DEPARTMENT 12 2019-2() BRIDGE PREVENTATIVE MAINTENANCE EL CAMINO REAL BRIDGE DETAILS NO. 1 APPROVED H OSSEIN ~JOEH EHllMlIB!llC "'-M!W P.£. 75991 OOIRlSc 6 /JO/W OAJE IOWN BY:±11 J:IR'OJl::CT NO, II DRAWING NO, o•re ~-.'JDAI.. CHKO 8Y; ___filJ___ 6066-19 Cl 1'Y APPRO\IA.L RVWO BY, __12_ 517-5 TRAFFIC CONTROL NOTES 1. ll!Wf( HOJIIS TO BC llfSIJljml/ Ill I I'll Ill 5 •• r.ME>S """'1!llfD 011/lHrifSC. 1. Pf0£S'111A!i Cll'lll'Gl.S 111\L OC P!IOIIOCO AS ~"'- .l Pflll'S'111AMS !ilWJ. Bf PROltCl[II IR()M (N1'/l#tt) K uc,,v, fJa< Sr PH~CAl. 8ARRiiRS D(~ INS rAIJ..fD, AMO Jl~1"""6J ro JNf" SAllll"ACJltW a-me an-[NGINflJ?. ~ Tl'M'OON!r.,., PA-G/TOr AIIIO" SIQ/S ml/HG !Hf DAit /J«} fill[ rF --IOU. Bl POSltD 72 HOIJRS Pllt(JI ID ~c O(WK. CAU. c,..-o f'O'.a OISl'<ll:I, ,r {160)9.11-1191 Ill VAuo,ur POSIIIYG 5. ,cass 11!.l 8£ WJN!AwrD ra All QRl'1£1MyS UHUSS OIJrifR NlflANrLllffifS All! ... oc ~ ll!!ltOH:S wusr oc 8'00/lilll m R:A flll DUIIIN(; 11111-IIU'lf<ll'IG "~ WIiii$ •-811( 8'""'HS A/If l'll<lltllfO. •-RM. JS AMIOl{I) a..r llOilJI Sl'fonc,u_y ~IIN Cf/ IHC APPIIOIW ITIAfl'IC ct!iffl Pl.AN. /\Al(S SHAU HJI ~ CilAI l'S ANO C'Q.O WIK JI 1 IN£ ro:.ES AS' .APffla\£D 8Y lH! Df'r IH:PCC !DR. 1. £.l!SJJNC S-~ OltlSSll'AIXS, l.£00jj)S ""/Ill'! PAIOj[HI IIAIIICUIS SHAl.l OC firPt.ACE'D gy M C'Ol\lfRACrov lllfrl-lW N HIJU'i'S. IF ~111101,[U (SI aAIIA~. IJ. -mu QISlll'IBS I/UNA! IT/llffiC SICII« /WC (JUAl!Cf/S SHAU 8l coaro/1/Al[II ""' "" ()rt' a-CAR<.S!WI. mir,cr Sfli'ITIS ll!~- M (11111) Ol-25Jl 12 HOVRS MOIi Ill l!flllOClHC IOII<. ~ ITIMTIC SJaWS lllAU. //Ol<NI rtJiJ. r ACIIIA 1!l) Al Atl na.n ut.lt!:SS DIH£RrifSC N'P1HMIJ Br 1H!' cm r,,Ql,w/ (11 HI_; RmlE'ilNr, ffS{. rr 111,mc ~ iOOo rJErE:CTCllS Al'ilf REHOC.REO ~,.~~ er 1HE' PRtPOSlD MR(, \IW1 GEITT'!IOII 91,0LI. 8( VS£D RI AA<l.OC ACl!JA n<ll'< Hl irl..A~ .9i'A.ll 8E: footPPfO ·™ .41 ~,r HARD H,U, "'ORAJIC{ i.-rsr, AND A "l'roP/!iDI" P41J(M Ill/ A 5 ra:n STAFF: "· Alt !Tl.me CDNITIQ. OC\IC!:S wusr 8l 11/IWIAMO 14 HOVRS A a.<r. l llAVS PC11 ,imr, sr lllE ClJN""'c""'. 11. AU 111"111C C(JIHIIQ. SH<l.t /JC JI/ Act.()//()/J/(;£ 1111! ff r:JdORIII• IIAIIUAL al IJlllffllll ,,,,roe mllllO. lll'\ICES (C/41.lff!IIHIA 1/Ul!ll, l,I ltST £!1JIP), l.l 111A/1lC carn1a Pl.All SOOlaTrA!S llllf Rff)Jfll(D rm !:AO, PIMSE Of fl<f die' JN' r,,,f Dll,U., ro,,w~r. A.Nil OUAUrr JUUSm'A rm Cl',il 005 SHE(r. l if. AH TRAHIC 00N rRa.. OflfCl"S S'lfAU Bf RfllOKV fJO' '-'Elf OR 0016W l¥Vl "'11 IN USI;". ,s. TH£ cm QIQN(rR OR ,.s 11£PRESC•r• nw: HAS 11£ AUl!<Clll r, ro IMnAlf mo a/ANCB Ill .. SlJ/1( l'IJ6jjC .wrrr. l6. All Ollfi!I' AITTC flliG BIJS SJll'S 51!<1.l Ii( COO\'lllYA 1[11 II DI IIOIIDI ctHI rt' 111AN51r ll!SlllrCf <:OOIIIACl'm 51!Att CALI. Hero M (1611/ '161-1118 Ar tr.Sf 12 MOOl'S ft MIVNK:£ Gf Sf-'ll!INC IIOliH, "· CHANl£Atlt£ 1/{SS,IG[ l!QjS 51/M.!. OC U5<V ., AD-er ()f 111,mc mtl!IO. /)j 114.XJ/! ,,ii l'RUlf AR fmm Ullt£SS one~ """Rtl\£0, mE5E s,a,_; SH/IIU Bf SNtJIIN' CW n-£ 7'fll'nC CO,,mo{ Pt.A~. SIGNA.GE NOTES 1, AT L!AST Qr,£ PEASON St1ALL SE ASSJCll/ED TC FULL TIM[ MAWIOiANCE Of mmc CONTROL D[~CES 0N NJ. Niall LJJII: ClOSURlS. STAGE 1 TRAFRC CONTROL PL.AN: B.. CAJAYO REAL 2. ~ •A~l~Ci SIC,1,15 FOR ~ICH f LAN~ CLOSURES SHAU. BE'. IWJ .. INA1ED OR REFU:CTQRIZ(() AS SPEOAED Iii lHE Sl'ECJFICA TIONS, J, ALt A0YA•IX WARNINC SttlN INSTALLAIIONS SM.ILL BE EQUIPP[O WITH FLACS. FOR D" Ynl.lE'. 1'.1.0SURES (Y ALL IIA...()A AND ~UE ARTERIALS, Fl,ISl<INC EEACONS Sl<'lL er USED D~NG NIGlll LANE CI.OSU~~ 4. A G20·2 "£ND ROAO dK' 5'~ Sl<All SE Pl.,CEQ ,1 TME END 0t fH( LANE Cl.OSURC UP&...E'.S5 THE END Of THE 'HOfU( A~A IS CENlaJS, ~ ENOS WI THIN A tAR'CEA PRo.£Cf UMIIS. APPlfflAOI SPEED (M.P.H.) •• SCALE: I "~40' Nafl"WORK TABLE 1· TAPER LENGTHS MINllj<JM WINll1IJ~ MAIIWUM TAPER LLNCTH NUij8[R Of SJ'ACIMC Of l" CONES FOR ~ES ALONG 1"P(R• T,PER (FEET) r 5-40 IJ •s S. ALt CONES US£ D fllf! NIQtl LANE CLDSU~S S/IAlt BE ILlUYIN"TEil TRit.rnc CONES 00 F1TTEO WITH 1J· REFL[CnVE SLEE~. 6, ,U,SHINC ARROW SIi.NS SHALL BE usrn PER THE <AllrtlRNIA •ANUAL DH UNll'ORU TR.-FFIC CONTROL DEVICES (CAUfCl!!NIA MUTCI), LAO.ST EDITION). SJLE•r IYP( SHALL 8( USED 1• ~~CENTI141.. AREA~ • 8"51:0 ON 12 FOOT "10E LAME. 7, 'TM[ 111111)0:~LJli! SPACING IJE~ CONES IN °' T&.PfR' OR II. TAN&NT SHAU. 8[ _,,PIIOXIWATEL Y AS SIIOIIII IH TABLE 1. 8.. ADDITIONAL ADVANC£ rt.Ace£~ SHN..l B£ RCQJIR!O WtlE:tiil ~AFFIC CU(UES CEVClOP. F\.AC:OCR STAll~'5 F'OR WORK Al ~li.,tT 9JW. BC ILL UM Iii A TI:D AS NOlW IN SE'.CTICN BG, 20 or 111[ MUJro. '• Pl.ACE CJD (CA) "UN£ CLOSED" ~CN AT S00'-1000' l!IITESf'iilLS D-iROUr;HDU T (XTENDCD WORK AREAi. 10. A1.1. JU:l)JIIIEO 511[),IS lHi\ T .AlilE TO BE LEFT IN PLACE O\'[R A IIEEXENO 1111 HOI.JDAY SIW.t BE POST ~OUNTEO U~NG S(l<JAR[ l'ERFORAIED Sl[[L TUBING ll,ITH 811E.\KAWAY BA5C PCR StlRSO Y -45. n. CONSTRUCTION AAEA TRArnC CONTTla. OEv«:ES SHALl. WEE I lll[ PRO~S10115 OF 5CCTIOII 12 Of THE MOST R{C[Nl EDITION or TH[ C,\L TRAMS ST ••oARO sP(CIFICA DONS. .. ~ t «( ~ LEGEND DIRt'.CllOO Of TRAl'El POR I ABlE SIGN TRAHIC CONE/OEUNEA TOR TYPE lI BARRICAOE HASHING ARROW SIGN COOSTRUCTION AREA PRJ, ENCR, J. THORNEER OAm 08/23/19 OE T NCS SY! V. TlllNH SCALE, AS SHOWN PRJ. ~•G~ , C. TORNACI JOO NO.: ~ [NCI~ EU Of' ~RK: 11151) ... IJJ DATE•OB/23/19 SIGNS ~ C20{CA)R ~ C20(CA)L ~ C3DA(CA) <e> C.lO(CA} • W2l-5t,R ~ W20-1 -· SPAONC or. COH(S Al~ TAMWIT (ml), IIC ~ W4-2(RT) /4P W4-2(lT) <%> W20-4 ~ R3-1R ~ wrJlll G2D-2 ~ R9-11 - 1----l----+-------------l----i--j......_--1----1 ~ ClTY OF CARLSBAD I SHE!TS I L!...J PUBLIC WORKS OEPARIMVIT 12 oue: O(ITIAI, DA TE lltl'TlliL tlA TE' INITIAL ElilGl~EEij OF IIIIOO'IC REVISION DESCRIPTION OJHER' APPROVIIL CITY APPROV.ill. 2019-20 BRIDGE PREVENTATIVE MAINTENANCE EL CAMINO REAL STAGE 1 TRAFFIC CONTROL. APPROvtO HOSSEIN AJDEN PROJECT t.10. ORA1MNC NO. 6066-19 517-5 TRAFFIC CONTROL NOTES ,. IIO!K NOUR5 Ill Sf RfS flllCl!ll TO g Pl/ TO S ~ INf5l' N'l'ROIW OIHOIMSC. 1. PfllfSfl!IAN CDNl'1tl.5 11111. fli f'ROOOCO AS 3'01111. .I PfllfSf1!1""5 SHALL Sf PR!llft![O Fl/all fNl[RJNC '1<C EACAVAJl!lY BY PNl'SilCAJ. 8ARflffRS Ot.511'.MD,. IIW.S7AU!'D, ANO flNHrNHCD m W SAWACnON OF 1lif CITY CN~Cff. f, 1!:IIPOIIARY 1'0 PAfltnH,/rOW • 0A ,.-5/Cl/5 STA nNr; l)jf DA l[ "1IJ 1IMf OF -nrll/ 111.l 11£ Pt>Sml l2 H<XJIIS -ro OOIMNJJNG IIO!K. CAU ~SBAO PQJC( tlSP.AfDi ,ir (71iO)iJP-1111 1D VJU.IOAl'r POSrwG. 5. A= 1111'.l !£ w ...... ~ ro All Dll!'°"'YS Uflll£SS OIHC~ •Rll,Vl(,9fEHIS NI( WAil(. 6. IR(I/QlfS Wl/5 r Sf BAomtlIO /II !'I.A rm Dtl/llNG NO/j-Mlll/(11/C HOl,IIS 1/HlfSS K-~AI. BARIIVIS NI( ll'!O~O. •-RAJ. 15 .,,,.,,..,, 0/11.Y"""' st'£Ct/lCAU y SNO"" ON Dr! AM!Olfll fli•mc t:IJNfliQ_ PlAN. l'tA rrs SI/All HA\£ QEA r.s ANtl C~ MIX' AT rHE fl)(l"S AS' AfJWJlfO SY fH£ 01Y lllftCroR, 7. U!SfmG 51-G, t:IIOSS,.ILJCs; UW,OS Ml/I/OR P• 1£11£• r ~-SH.W. Bf muc.-o BY fN£ CVN111ACral '"™" 2, l<OVIIS. ,r R!llOlfO OR QAMACW. & ll0'iK /HA[ IJ/S1\IR8S NGINAI IRAil'lC SICI/Al ~ lf'!WAl!()OS JIMII BC ~rro 111/H Jl<f OIY rF CAR!511.0D. COllfACf SIREH5 1)1"5/l)N M (161l) 4J4-29Jl 72 IKJJIIS P!1IOl1 TO C(ljltfNOIIC IIQ\lf. 9. fliAil'lC S'GIIALS l!M!J. IIDIA/H flJU.Y ACftlAIW Al AU. illl£t ~•SS 01tOE11MSC N'l'ROllfD BY IH£ CITY fNrJMER M HIS ~TA m£. IF lllt,ITIC g(;NAL LOOP rJl. rrc.TORS ARC ROIDfRUJ INOPCR!. rri-£ 8Y M PROPOSCa tofi'K, leOCO Dfl[C OOH S'tAU. 8f Ll~Q ID PRO\tD( AC fUA ntw, ra IUCGEIIS SHALL 0C £(1Jff!D l!Df A ... rr H,0/ID HA 1, All OR;,,(!£ \£Sf, Ar,i/. >IW~O--PAOOU' <lN • s roar sr.'1: 11, All PNAlf)(; CONPN« 0£\01:[5 IAm II( W./HfNNfO 2' HIX/RS A DAY. l 0.)S ffil !ffif. BY 1!1E ctlNfliACf!lll. 12 All l!IAil'lC COIIIRQ. i'fALl Bf Iii AewillANCC 111111 111( CAl.tfl)IIIIIA MANUAL c,,, -ORJI l'RAlf)(; CONfliOi orncrs (tAil'<JiMA wn:!l. wrsr 11111lflN) a JRAFflC cama. PU• S!J/MlfAIS ARf RE-1) fOli £,ta, fflASC (:F lHf ~ IN PH(' 0£ r1.a... ra,,,,~ r, ANO ')/ALJ11' ru.USJRA TED a.I n-tr.S s,,lil'f. l4. ALt lRAiTIC C'ON'Ra. OClfC[5 ~AU Bl Rfllm('D nKM Ip!(• OR CO~D MO l«lf JN US£. l5. !Hf Cl['( ENOIIWI OR >NS R£f'IIP,;£•1A •IC HAS 111( AUIN(111lfY TO .nr., 1f rsru, CHANIB ,0 /HSI/II[ P!/BllC SAff f'I'. l6, AU IKRh' AFflCnNC BUS Sra'S ~N.t llE ooatt'JINA ,m llfH NORlk ci:u-irr IRAHS/f a)SIT/ICf. Cll/lRM:IIIR l™t( CAI.( NCIV AT (lfiO/ *1-182/l Af l£AS1' 72 Hll.fiS IN NJVANf£ fJf' S1'AR ~ lilORK. 11. CHANt'.l'Alll' ME"SSAOC Sl~S S'fAU. 9£. USfO W AOVNK'L. Of fRAmC ~ nl(l (M IIA.DI NI() l'IIMll ARID1!AJ.S. UML~ OIHDIIISl APPROlfll. !HfSE: 9GIIS 9'.AU. sr ~ ~ rnr mMJJC aw ma. Pi.AN. SIGNAGE NOTES I. A I LEAST COE PFJlSIIII S>iALl BE ASSJGlll:O 10 f\JLL ll<E MAIN1£NANC[ Of' ffiAFflC CDNlllOl DE\IICl:S ON All rt!l-<T L»JE CUlSUR£S. STAGE 1 TFlAFRC CONTROL PLAN: B.. CAIJNO REAL :i!. All. WARNINI:: SIGNS. 1-"0R NIGHT UNE CLOSURCS 9tit.U. BE: !LlUMINATED Off /aUl.ECTDR!ZED AS SP(ClnED IN fl<( SPl'OnCA TIONS. J. N.l •DVANCE WARNINC SIGN INSTALLATIONS SHAU BE [rl.JIPPED lll'ITl-1 FLAGS FDR DAl'DWIE CLOSUIIES OF ALL !Ill~ A110 P~ME ARTtlll•LS. FLASHING BtAOONS SHAU. BE USED DURING NrcHT LAN[ C:,,QSIJRES. !. A 020-1 "IND ROAi! -~• S!GN 9'"-1. B( Pl.AC[D A I D<E [ND OF Tl1[ Lil.N[ O..OSURE UNL[SS Tl€ END er TH[ WORI< AREA IS 08\tOUS. OR [NDS 'MllllNi A l.ARCU PRO.£CT UMIIS. APPROA01 Sl'EEO (~,P.H.) 4> SCALE: I •~40' TABLE 1· TAPER LENGTHS ti!INIMUM Mllt~UW IIA.:CIMUM T AP(Jii! LENGTH NUYBD! OF SPACING [J'" CONES fllR CO.ES .ll.ONC L • T.APER• TiliPEl<f [lttf) • S<O !3 4S 5. -'l.L CONES USED FOR NIGHT LANE CLOSURES SHALL BE llliJIIINAlCD JR,FF1C cnl[S OR FITTED Wlll< ll" ~EFLECn\1' si.mcs. fii. Fl.ASHINC: ARROW SI~ SH"tl BE: US£0 Pm TH( CAl.lFORlrl," M•NUAL ON UNlfll'l~ 111.0fllC CONnrot. cc•cES (CAUFCRN,. Mt!ICO, LA IESI (01TICN). SILENT N'E SHALL BC usrn IN lifESIDENllAl. AR(AS. •BASED ON 12 roor W1Dl LANE. 7. lltE IUIJl'IWUW 51='&00,IG BETW£EN CHS ltJ A. TAPER OR A TANCOH ~All BC APf'RC!IYA lU Y AS SHD'lf,I IN TA8LE 1. 8. Allll< TIONAL AOVANCE ll.AGOOIS SMALL IE ~EQUll!fC IIO<EN TRAFFIC: QutUES DE.V£LOP. fl..ACC[R ST~llONS FOR ~I( illil NICHT ~"LL BE ILWlllNAl'lD il.S NOT!O IN SECTION &C.20 or ll<E MUTCO. 9, PU,C[ C.50 (CA) UNE CLC5[0" 91)1 AT ~•-1000• INTE'.R"ilAI.S THRClJCH~JT EXTENDED «IRI( AREAS. 1D, All lfCOOlilEC Sl~S THA l AH( ro ee: LE:F T IN PlJIC( O\l[A' A IPIEEICEND Ol/ HWOAY SHAU. BE Pl)S T MQIJN !£0 U~NC 50\JAl!C PERFO!!A lEll STEEL 1\IBINC I\IT>l BllfAK AWAY QAS( ~ ~RSO M-4S. 11, CC,,,SIRUCTIOO AREA TRAFFJC CON 1110[ DE=S S>iAU. MEET Tl<[ PRO<SlDNS Of S(CTION 12 Of 111E MOST REClNT EDITIOO Of 111E CALlllANS STANDARD SPECIFICATIONS. ~ f- + ~ ~ LEGEND DIRECTION OF TRAVEL PORTABLE SIGN TRAFf!C CON[/OEUNEAIOR JYPE ][ Bi\llRICAOE FlA~I NC ARROW SI CN CONSTRUCTION AREA PRJ. ENCR,: J. THORNBER DATE: 08/23/19 OEIAllS 81' V. TRINH SCA!£: AS SHOWN P~J. •~CR.: C. TORNACI JOB NO.: ~ ENGINEER Of" MlRK: ~~.C,l.ll'Cll DU£:08/2l/19 SIGNS ~ C20(CA}R ~ C20(CA)L ~ CJOA(CA) 0 C30(C~) ~ W21-51>R ~ W20-1 IWOIIIJV sPACING OF CCl1CS ALDIIG TA~GEPIIT (FEE:T) • 90 ~ W4-2(RT) /4P W4-2(LT) ~ W20-4 ~ Rl-lR I ~o,ntiio WORK I G20-2 ~R9-11 - 11[}1 CITY OF CARLSBAD ll sm:Ers l PUBLIC WORKS DEPARBdENT 12 2019-20 BRIDGE PREVENTATIVE MAINTENANCE EL CAMINO REAL . STAGE 1 TRAFFIC CONTROL I APPROVE:0 i'JrC\t"tbCV»:40£~ P.L 75991 EXPIR[S:6,'311P2() HOSSOII A.IOEN I DATE l°WN 8~ _!2_11 PROJECT NO. II DRAWlNC NO., D•T[ INlli,,1_ OAT[ l,N1ni1tL 0.T[ HTUl,L REVISION DESCRIPTION CH~D BY: --1!ll-6066-19 E-NCl"'l[m"QI"~ 0YHtR AP'PlfflV,_l OH' .MIPliC'W'.AI. RVV.O BY: ____J;I__ 517-5 TRAFFIC CONTROL NOTES ,. ""'"' I/WIS ro er R(!1111c1rn ro 9 ""' ro s ,., LNrn A?PROllfO Ol!<Oll!l£. 1. -,'111,. CGWIJl!'.H Kl llE PRO\lllED ,S -· J. P(O(S'111..S !&r.L IIE PROl!'.Clrn 1'10II ~l!'.111HG II,£ CXCAll.<llat SY Pltl'SICAl. 8NIRfEHS ~ ~TAu.ro, MD iMAiNfA.IN!D ID fH£ SAm;TACIIIJI/ fT Iii( l)l'Y Q/(;lll(UI. f. lfl/PCIIARY W PANl(l'IG/TOW AWA I'" SICJ/5 Sf A 111\'G "lf DA IC A/If) nM£ rT "'10Nl!JIJON IIIU.11£ POSl[D 12 NOOIS l'lll(R I!) Cl)N{NCINC IIO!M. CAI.I. o./11.SIIAD PQX£ OISPM01 M (llO)!IJ0-2'97 ro VAUIMI!'. POSJWC. 5. Ata".SS •t. BE MAINfAt.flJ ro AH. DRl'~lf,U'5 CJ/IU.[SS OfHUf ~Rff»ICEIIEHTS AA£ MNJC. ~ lllfNCllfS MU Sf OC 11.<00lU<O 11' /\A 111) OUilW6 N<ll'Hl!ll'K!M; /!di/IS UIHSS K-RN<. IIA/lflffJ1S M£ PR0""1CO. ~-R"'-IS APl'l/01/fO '1M • IIH!N SPEoncAIL r lliO'lfj ON 1"( AFffl<l.nl 111,mc cr:wll10< ru .. PU l!'.S 91.<tt HA'-( 0.£A PS NfO CQ.D Mir Ar JkE' coas AS APPROO EIT JHC arr IHSPCCJOR. 7. fJlSIING 51-aiOSSW.<.X5; lCCfN/lS AND/al PA\OlillT MAf!KDIS 9'Ail 0C ~a-o flV rnr CGWrRACJOR Ill rnM 24 Ha.liA'S, IF RB,10\(0 00 OAMAGEO. a om,( flM r DIS llll1BS NGll'll,l l!iAmC Si'QI/AL -(ffRA llGNS SIMll ec eoMfilfiAlCO 11111 1H( O:rY fT CARI.Sll,11), co,mcr SlllfflS Ol~SION M (160) H<-2<1J112 HWR'S 1¥11()11 TD OOlllffNIJll'C IIQII(, 9. ll!AffiC SICHM.5 9'.<U. llfllA/11 fl/!J.1 ACl!MlUJ M All IMIE5; 1/MfSS 0 Df£RIIS!: .-0"1"11 ar ll£ 0 l'Y DIQNEIJt M HS ffl'RfS!lW IA nllf. IF IRAff/C st>IAl Loe.' OCJECl'(YIS All( RENOCflro O,Ol'E/IA n.r ar 1"( FIUJF!lSCll ~ .OC!l OCl!'.CllOII Sll.<IL /IE usrn ro PRCl!Of ACIWllOII. ra. fUGafii'S .91'.U.t. Bf (ot#f'PW 1/1/N A IWll'1f HARO HAT, ~ MANCE, i.rsr. NII) A "SlllP/llOII'" PIIJ(}II a, A :; roor SIAfF "· AU 1111.ff!C COHIii« OC\fi:t"S wsr 81: MAIIITAII/U/ 1< IIOl,1IS A (Mr. 1 lM~ l'fR Off•. 9r INC OONIIIAC rGII. 12. All nurnc 00,IIIQ_ lliALl /If ffi ACC!MlAIICC 11111/ "lf CldlfOffl/lA j/.lMl,I[ OIi UMfDRlj IIINTIC CClll110. OC'ICCS (CA!EOIIMA IIUIQI, wrsr rot11/J/1l). ll 111,mc C(Jt!lla. PUN SU!ilOrrALS AR£ RfQl}mfll fOli CACN Pl/ASE (!f 1Hf liltMt' IN rH£ OHA,1, rrw,4r, AND t)JAUTl" HJ.US~AlrD ~ n-tl'S .9iffr. ... Ail "1.AFRC CfJ#IJl(l oc~s SHAU 8[ ROIOllt'D mrM IKII' a, CTJ~ lltllCNNOIIHU!l". Ii lkf arr CNCJNHR Oil HIS Rf"'1ESUITA n\£ H4S Ill" AU ffill'l!TY ro .. n. Ir 00D C>IAHCES ro -P!iBIJC .WHY I~. AU. "IJll{ Ami;IIIIC ll\JS Sl'l>'S ,.,..,, //f OOIRJIIIA 11D • Ill N~ 111 CIXJNTY IIIANSl1 !:IS'111C/, CtwlllACra/ SIMll CAU. NCID AT (710) ~7-2/ll~ Ar LCAST 72 HOURS ~ AO~Mfr OF STA.li'JINC Wl'.JM. r 7. OfMl(ifAS,£ AOSACE .!ilrf4S _g,,AU_ BC u~ ~ AfJVAH<:C ~ rlt,H/C COHTR'rl.. a, W/4,/Ul NlfJ />flOll ARID!IAIS LM£55 Oi>OIISC APl'0901fll. MSC gars SNAIL 8£ -OH Ill£ 11!,mc CIJ'lllGl l'LAN, SIGNAGE NOTES STAGE 2 TRAFRC CONTROL PLAN: EL CAUNO FEAL I. •I LEAS! ONE PUSOH S><•ll BE ASSIGNED TO fUL lll!E ~AIN fENANI:< CF mmIc CONTRO.. DE~CES 1)1 ALL NlllH r L.<NE CLOSURES. 2. ALL WARNING SIGNS FOR NICHT UIIE ClOSURE5 SHALL B[ lllUWINATEO Off IIUl.ECTORIIED AS SPEClfl[D Ill 111[ SPl:OflCA TIDNS, J. AU. Ai!II .. C( WA~IINC ~GN INSIALLATIO,S SHALL BE EQUIPPED !Mil-I FLAGS FDR DAYTlllE ClOSURES rF ALL MAJ:lR MID P~ME .lRTE:FnALS. flJiSJllNC DEACONS S>IAU BC USED DURING NICHT LAtl' CLOSUllU 4. A G2Q-2 •r•D RD•D d<' S,I)< SH•Li BE Pl.ACED AT ll<E [NI) or !HE LAN[ CI.OSLIIE Uht!SS THE END Of TH[ IOORK ~E~ IS OiVIOUS, OR ENOS 'WI THIN A L.MrlR PGC..l'.CT LIM115. 3. ALL CONES USl:D FOIi IIJl.tl T lANE CLDSURCS SllALL BE IU.UWINAl[I) TRAF'F'lC CCti'ES OR F'lTTED IMTH ,~• Fii:EFL.!Cllvf SlEEYES. &. •LASHING All!IDW s,,m SH•ll OE U511l PE• ll<E CALIFOONIA MANUAL ON "'"'ORII TRAFnc CONTROL D£~C[S (C,Uflll!NIA MUTCI), lA l(ST ECITION). SILE'N r 1"'( SHALL ec U5£D IN RES.OENTI•L AREAS. 7. THE W'AJOlillUMI SPACINC 8C1'1'1'EEN COJrrilES IM ~ Ti'PE~ Oil A TANG<NT 5>1AU. BC •PPROIJM•TELV AS SHOIIN IN JAl!L( I. 8, Allll< TIONAL ADVANCE: A.AGGCIIS SllALL BE REQUIRED ot<EN ll!Arnc OOEUES DEVEL.Cl'. f'LACC(R ~TATIONS f'OR -· Al lillalT gjMJ. B[ ILWUINATED AS NOltD IN !iCCTION 11m:m er lll[ MUTCO. .. f- SCALE: 1 "=40' TABLE 1· TAPER LENGlHS wnm,1u1111 Mll.l~uw IIAXOVUM Af'PllOACH TAPlJI lfNGTH NU~Bll! Of SPACING er Sl'EEO L' CONES f'lll< ~£S Al.ONG IM.P.H,) TAPER• TAPER (FCEl) ± 45 IOo!D ~ 45 LEGEND SIGNS DIRECTION Of TRAVEL PORTABLE SIGN ~ C20(CA)R "-PUC:,: C.lO (CA) '°uN[ CLOS(D• S.CII AT 500' -1000' INTEllY~ ltiROUGHOOT EXl!)j0(0 -• AR£AS, TRAfFIC CONE/DELINEA T□R ~ 1CI, All. ~lflED Slt:ltS THAT ARE: TC BC l(rT Itri! PLACE OV'tR' A oEEXENO Ill! HOllDAV SHAU. BE PCS T Mlll.flll:D USINI, SOUARE PER>ORAJEl) STEEL 1\SBIIIC IOIH Ht.lOWIIV 6A5C .PEA SDRSD M-45. \I, CONSIIIUCTIOO AREA IRAmC CONTROL DE\'lCES S><AI.J. WEET Di( P•D~SID"5 Of SECTIIJN 12 Cf TH( MOST Rl".CfNT [~TION or ltiE CALIRAN5 SIANl!AAO Sf>(CIFICATil)NS, + (« ~ m'E ll BARRI CAO[ FlAStilNC ARROW ~CN CONS'll!UCTI ON AREA P•J. ENCR,, J. lWORNBER OAT!', 08/23/19 ~DQ KKEN o,,.,,s ev, v. TRINH sc•L£• AS SHOWN l!trril!lsN D INSS~I N D ~•~RJ~.~-~-~~~--~c~_=T=O=R=N=A=C~l~~~B~"o~.~·=2~5~5~5=J ft-lGl~E"EFf Cf" W()RI(: OAIE,08/23/19 Fill:E: C20(CA)L ~ CJOA(CA) ~ CJO(CA) ~ W2l-5bR ~ W20-1 WAXUIUM SPACIMC. or C:ONES ALONG TIIHGENT (rm)• !IQ ~ W4-2(RT) <D> W4-2(Ll) ~ W20-4 ~ RJ-1R ~ C20-2 ~ -R9-11 ~ CITY OF CARLSBAD ISHEETS I t====:!====1==============================~====~====~====1=:::; L1.!_j PUBLIC WORKS OEPARTMEl<I 12 o•tt IMmAI. OATI: INITIAL OAT£ Nl'lo\L E:tllllWEE'f Of ~K REVlSION DESCRIPTION 2019-20 BRIDGE PREVENTATIVE MAINTENANCE EL CAMINO REAL STAGE 2 TRAFFIC CONTROL APPROVED HOSSll~ A.ROEN PJ'.. 75991 f)P1~ 6J3(h'20 PROJECT NO. 6066-19 I DRAWING NO. 517-5 TRAFFIC CONTROL NOTES P. 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BC USl'D IN IIESIIXNTI~ ~[AS. 1. Ill[ I.IAXIMULII Sf/ICING acrwa;N CON[S. IN A TAPER OR ~ TANGENT SHj(J_ llE A?Plll))ll"ATELY AS SHDIIII IN TASLC 1. & All0'110NAL •DVANCE fl.ACGl'l!S Sl<All BE REOUl•ED 0¥,lEN YRAFnC: QUEuES D[\l'ELOP. flAOOER STATIONS FOR WORK' i\ T NICHf SHAU BE IUIA!INATED AS NOTED IN SECTION GC.20 Of THE WUTCO. 9. PL.<CE CJO (CA) "WI' ctosrn• 9~ AT )00'-1000' llril TERY"l..S 'THAOOGHOUT EXl'ENDED W'CIRIC ii.REAS. 10. ALl AEOO•co S,CNS THAT ••E JO BE: LEFT IN PlACI: (MR A 'lilE~END OR HOU DAY SHALL BE POST IOJIJN !£0 USlllG 5111/AAE POlf0RATtll STtEL TV~NC ..,111 el!E•••wAY 9"5( PER SDRSO .. _ 45, 11. CDNSTRUC1111N AREA lRAFFIC CONll!Q. DEIIC!iS SHAU. WEET THE PRO•SIDNS Of S£CTION 12 Of IHE WDS T l!ECENT ElllllOIJ Of !HE CAL m..s .r .. ol\RO SPECIFIC,. ~01<5, ~ ~ + «< ~ LEGEND lllR[CTION □, IRA VEL PORTABLE SIGN TRAFFIC CONE/DELINEA !Oil fll'E II BARRICAOE FlA~l~C ARROW SIGN CONSTRUCTION AREA PRJ, E~CR.; J. THORNBER DATE: 08/23/19 OElAILS 81': V, TRINH SCAL[: AS SHOWN PRJ. MMOR,, C. TORl>IACI ..OS NO., ~ ENCI .. E.E~ 01' WOR)i!i: QAT£·0B/2J/19 SIGNS ~ C20(CA)R ~ C20(CA)L ~ CJOA(CA} ~ C30(CA) ♦ W2HibR ~ W20-1 MAkililUY SPAONC Of CONES N.ONG TANc.£NT (FlET) J; 90 ~ W4-2(Rf) /4P W4-2(Ll) ~ W20-4 ~ RJ-IR ~ K G10-2 ~ R9-11 """ ~ CITY OF CARLSBAD ISHEETSI 1----t--+----------------+---t---+--t----t L..1U PUBLIC WORKS DEPARTl,IENT 12 1------tl----+-----------------+---+---t-----t---1 DATE IMIW. OAT[ IHlllAl. OATt .,.iTIAL ENCINEE~ Of WORK REVISION DESCRIPTION 0 TM~ ~O'Vitl Cl fY ... ~~OVAL 2019-20 BRIDGE PREVENTATIVE MAINTENANCE EL CAMINO REAL STAGE 2 TRAFFIC CONTROL APPROV£0 om PROJECT NO. 6066-19 I ORAv.tNG NO. . 517-5