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HomeMy WebLinkAboutDWG 517-5; 6066-19; 2019-20 BRIDGE PREVENTATIVE MAINTENANCE; 01-1257C-0238 BUENA VISTA CREEK BRIDGE@ JEFFERSON ST DIAL BEFORE YOU DIG 57C-0598 POINSETTIA Ln OH TWO WORKING DAYS BEFORE YOU DIG A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 57C-0177 BUENA VISTA CREEK BRIDGE@ EL CAMINO REAL 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 MATT 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 H[R[BY D[CLAR[ THAT I AM TH[ [NGIN[[R OF WORK FOR THIS PROJECT, THAT I HA V[ [X[RCIS[O R[SPONSIBL[ CHARGE OV[R TH[ DESIGN OF TH[ PROJECT AS D[F/N[O IN SECTION 6703 OF TH[ BUSINESS ANO PROFESSIONS COO[. ANO THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT TH[ CH[CK OF PROJECT DRAWINGS ANO SP[C/F/CA TIONS BY TH[ CITY OF CARLSBAD DO[S NOT R[L/[V[ M[ AS [NGIN[[R OF WORK. OF MY R[SPONSIBIL/Tl[S FOR PROJECT DESIGN. DOKKEN ENGINEERING 1450 FRAZEE ROAD, SUITE /00 SAN DIEGO, CA 92/08 ~~~~~~~ PHONE • (858! 514-8377 Lll(l)\.~C s lor-w2 o CHARLES G. TORNACI DATE, 8-23-2019 R. C. E. C66058 EXP. 06-30-20 1450 Fraze, Road. Sulla 100 San Diego, CA 92108 1858) 514-8317 1 /13/21 CT 8/10/20 CT 8/10/20 CT DATE INITIAL ENGINEER OF WORK SHEET INDEX SHEET NUMBER SHEET TITLE 1 TITLE SHEET 2 POINSETTIA LANE OH -GENERAL PLAN 3 POINSETTIA LANE OH -DETAIL NO. 1 4 JEFFERSON STREET BRIDGE -GENERAL PLAN 5 JEFFERSON STREET BRIDGE -DEAILS NO. 1 6 JEFFERSON STREET BRIDGE -DETAILS NO. 2 7 EL CAMINO REAL BRIDGE -GENERAL PLAN 8 EL CAMINO REAL BRIDGE -DETAILS NO. 1 9 EL CAMINO REAL -PHASE 1 TRAFFIC CONTROL PLAN 1 0 EL CAMINO REAL -PHASE 1 TRAFFIC CONTROL PLAN 1 1 EL CAMINO REAL -PHASE 1 TRAFFIC 1 2 EL CAMINO REAL -PHASE 1 TRAFF IC REFERENCE DRAWINGS CITY OF CARLSBAD -POINSETTIA LANE OH CITY OF CARLSBAD -EL CAMINO REAL BRIDGE CITY OF CARLSBAD -JEFFERSON STREET BRIDGE CAL TRANS ST AND ARD PLANS DATED 2018 ABBREVIATIONS (SHEET 1 OF 3) ABBREVIATIONS (SHEET 2 OF 3) ABBREVIATIONS (SHEET 3 OF 3) CONTROL CONTROL JOINT SEALS (MAXIMUM MOVEMENT RATING = 2") PLAN PLAN SHEET 1 SHEET 2 SHEET 3 SHEET 4 A3A A3B A3C BG-21 A77-U1 MGS -CONNECTIONS TO BRIDGE RAILINGS WITHOUT SIDEWALKS A77-U4 MGS -TRANSITION RAILJNG (TYPE WB-31) A77-V1 MGS -CONNECTIONS TO BRIDGE RAILINGS WITH SIDEWALKS SAN DIEGO REGIONAL STANDARD DRAWINGS G-01 CURB AND GUTTER -SEPARATE CURB AND GUTTER -COMBINED G-02 G-29 CURB RAMP -TYPE C (FOR EXISTING SIDEWALK) ~STAND ARD PLAN ~ DETAIL No. SHEET No. /3\ SOUTHWEST CURB RAMP OMITTED AT EL CAMINO REAL £ POTHOLED UTILITIES MAPPED /1\ SOUTHEAST GUARDRAIL OMITTED AT JEFFERSON ST DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL 1/13/21 EE 8/10/20 EE 8/10/20 EE DATE INITIAL CITY APPROVAL "AS BUil T" C. TORNACI 1/13/21 P.E. 66058 EXP. 6-30-22 DATE REVIEWED BY: E. ELIAS 1/13/21 I SH1ET I CITY OF CARLSBAD I 512Ts I PUBLIC w □RKS DEPARTMENT 2019-20 BRIDGE PREVENTATIVE MAINTENANCE TITLE SHEET APPROVED HOSSEIN AJIDEH ENGINEERING MANAGER P.E. 75991 EXPIRES 6/30/20 DATE OWN BY: VT I I PROJECT NO. DRAWING NO. CHKD BY: RB RVWD BY: CT 6066-19 517-5 I I I I I l I l I l I l 1 '-3"± 16'-0"± \ ___ -J2~o2co~' -1o~'l\f' r-------~ l_ NC10 R/W l I l ____ -_,L:,J_::_---,L-_,L-_,L-_,L-_,L:,L-_,Lr,_-_-L-,L-_,L-,L ______ _ I l I l 47'-43/~"+ 1 750 1 ------------------ ------1------\ -------------1 1------------- ' I I I I \\.--_J1, __ _:3~6?__'~-~0["J:l::---=--7 I ' I I l I 4 > \ "' I 0:: \ I I l o\ I I f-I I I ui \ \ zl, I I I I I l I I I l I I I 4 3 BB 1749+76.12± Elev 77.48' 1750 NCTD MAINLINE TRACK I I ' ' I I I 3 ELEVATION 1 " = 1 0' ([_ POINSETTIA LANE NCTD NO. 2 TRACK i ______ t_ 3 4 1 '-3"± 16'-0"± 1 7 51 ' l ------~2~0~0~' -1oti'rv' r-----',1, -NC1D R/W I l I l TOE I l I OF SLOPE, Typ l 3 4 1 7 51 l I l I > l "I 0:: \ 1 ' -0" 5'-2" EXIST CONCRETE PIER WALL OG~ a<" ' --'-- - - - - ----- - - ' L ----------- I I TOP OF SLOPE, Typ ------i----------------- I I I ' I I ([_ 76'-o"+ - POINSETTIA LANE--".. 29'-1 o"+ r-4'-o"± 30'-0"± 5'-0" ~ , " ""°.::...--:,..., -------------------T----------------------- -~ ------------------------7 ' -------------------------------J --------------------- - I I ' ' I I I I ' ' ' ' I I TYPICAL SECTION 1/s'' = 1 ' -o" CONSTRUCTION NOTES: ' - _ _J I I I I Remove asphalt concrete surfacing Concrete . ex pons I on dam Joint seal (MR /2") Repoi, spol led expons1on dom Existing sidewalk joint seol and (to ,emoln) cove, pl ate l ol f-l I <===i TO CARLSBAD Blvd u\ ZI l I l I l I I ' ' I I I •-----------7 I l ' 1 7 54 1 '-0" ot - - - - - - - - - - - - - - -__ I ---- - - -....! - - - - - - - - ---- - - - - - - - - - - - - ---- ---- - - - - - - - - ---- ------ ------ ---------------------------------------------------------------------------------'---- ------ ------ ------ ----------------- ------ ------ ------ ------------ -- - - -- --- - ----- - - - -- -,-- -- - --------- -- - - -- -- _ _I_ ---- - - _____ L._ ______________ _ I - - - - - - - - - - - - - - ----L --- - - - - - - - - - - - - ---- - -~ - - - - - - - - - ---- ---- - - - - - - - - - ---- - - - - - - - - - - - - ---- ---- - - - - - - - - - - - - ---- - - - - - - - - - - - - ---- ---- - - - - I ' I l I l I I I l I I I ' I ' I ' I I I I I ' I ' _______________________ 1 ________________ ] _________ ~~a a~ a a~ a a~ a a~ a a~ - - - -E<Pa ~aa ~ a a~ __ -a -~ --~ -a~ -----~ a a~ a a~ --~ a a~------------------~ ~ a a ~aa ~a~ -~ -~ -~ -a~ -~a~-~ a a~ -~--~-~ -~a~ a - - _ a=a=a=aaAaa=aa=a=a=\\==~a~==a=a=a=aaAa•::t---------------------__ --=-p--__ -__ -__ ----__ -__ -_ --__ ---------------------------=--=----=--=--=--=--=--=----_______________________________________ _ \ 1 1 1 1 r----' l I ' I NOTE: The contractor sho 11 verify al I control I ing field dimensions before ordering or fob, i coting any mote, i a I ~~~~~~ !4:ll Frazee Rood, Suite /(J) San Diego, CA 9210/J 1858! 5/4-83Ti PLAN 111 = 1 0' PRJ. ENGR_: C. TORNACI DATE: 08/23/19 DETAILS BY: V. TRINH SCALE: AS SHOWN PRJ. MNGR.: C. TORNACI JOB NO.: 2555 ENGINEER OF WORK: L,noJclc s loNAac) DATE: 08/23/19 RCE: l'-ofESSJo ~ ~-..__ IV4 <v" ( /::''le CHARLES G. "'1:, "" TORNACI - C, ~ No. __ 6~6~0~5~8~_ {l Exp. 6-30-Z0 CIVIL z_ en en CD EB 1751+20.82± Elev 76.86' --------""t"--------- 1 ---------------------------1----------------------------- ' I ' I I I I I ' I l I ' I I 1 2 3 I l I ' I l I l I ' I - - - ---= = == = = = = = = = = = -=:----~ -------- --- --- --- ------ I I 5 I I I ' ' ---------------------------~----·:=:·:=·--------------------t----.a,r-A-111::~,ll---~~~ I ' T 1 1 ~ 1 r I I I I DATE INITIAL TO I - 5 ~ ------------------------------· - F11::i11::11aa111:111::111::11::111;:11:::J11:111::111::11::11a111:111:111::111::11::111;,1 -------- ------ ------ ------ -------- DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL "AS BUil T" C. TORNACI 1/13/21 P.E. 66058 EXP. 6-30-22 DATE REVIEWED BY: E. ELIAS 1/13/21 I S2ET I CITY OF CARLSBAD I 512Ts I PUBLIC 'w'□RKS DEPARTMENT 2019-20 BRIDGE PREVENTATIVE MAINTENANCE POINSETTIA LANE OH GENERAL PLAN APPROVED HOSSEIN AJIDEH ENGINEERING MANAGER P.E. 75991 EXPIRES: 6/30/20 DATE DWN BY: VT I PROJECT NO. I DRAWING NO. DATE INITIAL CHKD BY: RB 6066-19 517-5 CITY APPROVAL RVWD BY: CT Exist RAISED MEDIAN (TO REMAIN) NOTE: 1 '-5" 3" 1 '-5" SAW CUT JOINT SEAL SAW CUT Exist EXPANSION DAM ' -----_J __ ---------------------------------------- -------------------------~-----< • ~~--------------------------------------- MATCH Exist AC OVERLAY PROFILE -------1---i POINSETTA LANE _ I/" B6-21 TYPE A, MR -2 #4 Cont, Tot 2 --- --- ----"'------"--+_,,_--"------"--_,.__-----'~---'---"---+-"----"'---'- 3" 3" 3/4" CHAMFER, Typ RAP! D SET CONCRETE b-+--~-~-~~------~-~-~~~----------- ~ -'----"--+-'I--_,,__-"-------'----"-------'~---'---+-+----"---'------- --- -- 'f---c--#4 Cont, Tot 2----:- 3" 3" #4 @ 18 DRILL AND Exist JOINT OPENING VARIES BOND DOWEL IN 5" DEEP HOLE ----------------------------------------------------~- I . ' I . . ~ ------------------------- 1 ' ' I ' . SECTION A-A 3"=1'-0" JOINT SEAL B6-21 TYPE A, MR = 1/2" RAPID SET CONCRETE ---------,-------- I ' - --1 Exist #4 Cont, Tot 2 (TO REMAIN) ---., ' \ . ______________________________ _.___ --· ./,.. ,., ' : : \..• ' I I L _________ , __ -------------------------------~------------------7 Exist #4 Cont, Tot 2, CLEAN & REUSE --------------------------,----------- ' I ' -• •• •-•• ••-••-••-••-••-•• ••-••• I /.-.-, l------------··-\5·t· -------------------------•.\ \., 1 I I -~~~~~~------------------------L----------' Exist #4 @ 18± (TO REMAIN) SECTION B-B (TYP.) 3"=1'-0" I ' . 1 EXIST SIDEWALK COVER \.-----,-PLATE AND JOINT I I ' ' I \ SEAL(TO REMAIN) I ' . I ' . I ' ' ··-· --··-··-··-··-··-· --··-· ------·-·· --·-·· --·-·· ----.L ' . I . ' I ' ' _ j_ __ --------------•• --- CONCRETE EXPANSION DAM 3/s" = 1'-o" ~~~~~~ PRJ. ENGR.: C. TORNACI DETAILS BY: V. TRINH PRJ. MNGR.: C. TORNACI DATE: 08/23/19 SCALE: AS SHOWN 2555 JOB NO.: l'-ofESSJo ~ ----... IV4 <v" ( /::''le CHARLES G. "'1:, !:; TORNACI ~ f----:r: 1/) f---- ~ Q_ Xw WO _+I U L() <i: The contractor sho 11 ENGINEER OF WORK: o en ~ No. 66058 '.;; L,noJclc s loNAac) DATE: 08/23/19 {l Exp. 6-30-ZO * CIVIL DATE INITIAL I ' I ' I I ' I ' ' I ' I ' I ' I ' I ' I ' I ' I ' I ' I ' I ' I Exist CONCRETE :, EXPANSION DAM : ~ I ' ' I ' I ' \ I ' \ 3" ~fin, 1':IP 3" Min, 1':IP ' \/\.---, ' I I I I I I I I I I I ' / / / I ' I ' I ' ' I ' I I ' I LIMITS OF CONCRETE EXPANSION DAM REMOVAL AND REPAIR SPALLED EXPANSION DAM --SPALLED OR UNSOUND CONCRETE Exist AC OVERLAY _.:-~CLEAN & REPLACE Exist JOINT SEAL ' I I I ' ' I Q JOINT SEAL C TYPE A, MR -1/2" REPAIR SPALLED EXPANSION DAM LEGEND: P72J C\Sj 1"=1'-0" Limits of concrete exponsIon dom removol Limits of remove asphalt concrete surfacing "AS BUil T" C. TORNACI 1/13/21 P.E 66058 EXP. 6-30-22 DATE REVIEWED BY: E. ELIAS 1/13/21 I SH3ET I CITY OF CARLSBAD I 512Ts I PUBLIC 'w'□RKS DEPARTMENT 2019-20 BRIDGE PREVENTATIVE MAINTENANCE POINSETTIA LANE OH DETAIL NO. 1 APPROVED HOSSEIN AJIDEH ENGINEERING MANAGER P.E. 75991 EXPIRES: 6 /30 /20 DATE DWN BY: VT PROJECT NO. DATE INITIAL DATE INITIAL RB verify al I control I ing field dimensions before ordering or fabricating any material, !4:ll Frazee Rood, Suite /(J) San Diego, CA 9210/J 1858! 5/4-83Ti RCE: ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL I I DRAWING NO. CHKD BY: CITY APPROVAL RVWD BY: CT 6066-19 517-5 BRIDGE LENGTH 35'-11 1~"+ 46' o"+ 35' 11 5/s"+ BB--f.-E B --~ ---------- : I : J ----! : == :------------------------------------------:;:-,-------------------------------:---------------------------"1--F-------------------------------------------::j ! ;-/ ----' I I I ' ' I I / 1'-0"+ 71' o"+ 5'-0"± 32'-o"+ 32' o"+ 1 '-o"+ ®PZZ] ®C\SJ @:JJJ)R56a --.._ I • ' ' ...J I ,.,... -------: 1--------,-........ ■ ------· -•• ..,..., ---------------------------------------------C@-··7··: ----------------------·-. . : : __ .... -- --._J_ ' ' -' ' EX I s I I / r ·T •:::;. D I I T CONCRETE ,,c::,·_=--'" , --✓-- --, ' I /,' I I / '·-:c.-_-. ! i L I NED SLOPE ~,,-_:-·-✓ 1:·:"· -_, ' ' , / ' ' '<::, I I ,,-;,/ I I E X I S T ,,_ : : -✓--' ' -.. ::·;--_ I I /-,/ I I CON C R E TE _,-,1-:c.-_. :c:-i ; ✓-:--;,•--✓ L I NE D S LOPE -:::::---------------f--r--cc=·-0=cc=·-0="=--0=0·-=cc=,·-=cc=,·-=cc=cc=·-, ---=·.,=cc=·-,='----~cc1 _____________ ,,-:,·:> __ -_✓ l ABUTMENT 1 I I ' ' ' ' I I :i: BENT 2 I I ' ' ' ' I I :i: BENT 3 DEVELOPED ELEVATION AREA TO RECEIVE METHACRYLATE TREATMENT-STAGE 1 AREA TO RECEIVE METHACRYLATE TREATMENT-STAGE 2 AREA OF SIDEWALK RAMP REMOVAL AND REPLACEMENT TOP OF PCC LINED SLOPE ; BTM □F PCC LINED SLOPE -------------------------------------------- ---------------- -------------------------------------- ------------ ----- ------------ 1" = 10' BTM OF PCC LINED SLOPE q:_ CHANNEL TOP OF PCC LINED SLOPE I I ABUTMENT 4 9 --, ----== -= -===- 6 -{JJJ)_~ \ \ \ \ / 'l ~:~ A \\ i \ , I ~' 11~~~~~~~~~~~\\,/ <==-1 TO MARRON RD g ~ ' \ \ I -g ~----',,------~~~---\ ' I \ 4 4'± 12'-o"+ 12'-o"+ 4'+ 4'+ 1 2' 0" + 1 2' O" + 4'+ SHOULDER --1--k ) \__--i--+---SHOULDER ----- MEO MED r, !? ';'L "JS" LINE--- J -----.,____ c@ ,\ ·;=:c,\ -,c:c:c:c:c::;--;:::c===:cL-~CC:_:::-:_:::-_---::-_:·---------------~\ I I I I ' I ' l I ------, --------------------------' , _ __, , ! , ! , i 1-1 , , , ! , i------, ,------. c--=---.::===--,----=----=------u c_tyB l_a I , I , l@ I I ' I , I I I ' I , c--, ·7 r-----, __ , , , , I , ' • , • I ' • , , ' ~ C--, , __ , ' ' 1-"c_,1 !?·cl ---C ---·--• '--'="=1,'=''---'="=i:c=,L-' i ! '-C(§j· i i E 5'+ 4'± 5 ((4~ R TYPICAL SECTION 1/s" = 1 0' LEGEND: CD REMOVE METAL BEAM GUARD RAIL G) REMOVE AC SIDEWALK RAMP @ REMOVE PCC SIDEWALK RAMP AND AC SIDEWALK E) HJSTALL MGS TRANSITIO~J RAILING @) INSTALL TL 3 HJ LINE TERt,HHAL SYSTEt~ CONCRETE END BLOCK (j) PCC SIDEWALK @ TREAT BRIDGE DECK WITH HIGH WEIGHT METHACRYLATE (HMWM) MOLECULAR EXIST TRAFFJc-- C STRIPE -----+ B 12'-o"+ ® SIDEWALK JOINT SEAL COVER PLATE 0) I BB 61 +91 ,57± ELEV 23,08± I \ I \ \ I 6 + 0 1 I \ ' 1 I \ ', E B 6 3 + 0 9 , 4 7 ±---------------g -------------- ELEV 25,58± 12'-o"+ ® 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, C e E )( l ST P~ ~ CO~JDUI T F NOTE: THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL G \ I ' \ \ ', \ ', \ I -------- ------- ~~~~~~ !4:ll Frazee Rd. Suite !00 San Diego, CA 92123 1858! 5/4-83Ti ------------- ------- ----- PLAN 1" = 10' PRJ_ ENGR_, C. TORNACI DATE, 08/23/19 DETAILS sy, J. NOTTNAGEL SCALE' AS SHOWN PRJ. MNGR., C. TORNACI JOB NO., 2555 ENGINEER OF WORK, L,nc>Jclc s \oNAQc) DATE, 08/23/19 RCE, 8 ?,oFESSJo 1 -----11;4 "-'" ( /::''le CHARLES G. "'-:t !:; TORNACI - " ~ No. 66058 I ' \ ' \ I ' ' ' ' ' ' I \ I I \ I ' ' ' ' \ ' \ \ \ ' \ ' \ \ I \ \ , \ \ , \ ' \ \ ' ' ' \ \ \ ' ' ' \ ' \ ' ' "AS BUILT" C. TORNACI PE 66058 EXP. 6-30-22 REVIEWED BY: E. ELIAS -------- --~1.4'± EXISTING UTILITIES LEGEND: -----------,4'± Ci) 4-5"¢ ABS CONDUITS-SDG&E ELECTRIC TO SR-78c=:> 12'-o"± @ FUTURE UTILITY OPENING 1/13/21 DATE 1/13/21 ---- 12'-o"± @ 3"¢ HP GAS CARRIER INSIDE 6"¢ STEEL CONDUIT (VENTED)-SDG&E @ 2-24"¢ FORCE SEWER MAINS-VISTA D SANITATION DISTRICT @ 0 @ ® 2 7,±"¢ CALVA~JIZED STEEL WATERLI~JE VISTA SANITATION DISTRICT LIFT STATION WATERLINE ELECTRIC LINE -SDG&E SIGNAL INTERCONNECT RECYCLED WATERLINE ~===t===t==================±==±==±==±==J ~ CITY OF CARLS BAD I SHEETS I 1 L__i_J PUBLIC w □RKS DEPARTMENT 12 2019-20 BRIDGE PREVENTATIVE MAINTENANCE JEFFERSON STREET BRIDGE i---,-t---------+-+-----+--1=~ GENERAL PLAN 1,,1---------+-t----+-----+_j ~~=========== APPROVED HOSSEIN AJIDEH 8/10/20 CT ffi POTHOLED UTILITIES MAPPED ffi SOUTHEAST GUARDRAIL OMITTED AT JEFFERSON ST 8/10/20 CT DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION 8/10/20 EE ENGINEERING MANAGER P.E. 75991 EXPIRES: 6 /30 /20 DATE 8/10/20 EE DWN BY: DATE INITIAL DATE JN PROJECT NO. DRAWING NO. INITIAL CHKD BY: RB 6066-19 OTHER APPROVAL CITY APPROVAL RVWD BY: CT 517-5 EXISTING UTILITIES PULL BOX -- 6 '-0" FROM TOP OF RAMP ADJUST TO GRADE SIDEWALK JOINT COVER PLATE ------- 1" EXP JT FILLER BETWEEN EXIST CONCRETE BARRIER AND NEW SIDEWALK RAMP -----------------------------------------/-=::.:::::.:::=-=--=--:---r----------------------------------------- _,,,. ,,..-' ' .. -:>-------:: : : ~ :::: =~:: =:::: =:::: =:::: =:: ==:::: ==:: =:::: =:::: =:::: =:::: = :::: =:::: =:::: =:::: ,,--:,.,,,-_ .. ---::.....----I I // ,,-;--,,.-: : tL' ________ ____:::: .. -___________ _j ___ L ______________ ------___ -------------------- ' 1/2" GAP BETWEEN EXIST RAJL-----_ TUBES AND END BLOCK 1" EXP JT FILLER BETWEEN---- EXIST CONCRETE BARRIER AND NEW END BLOCK .:=~•==-~=-~~•==-~=:~= __ =-•=••= =-•=• = _=:r 1 _=:~~--:~--~ ~::~ 11 "±** 5/2"±** ------MAX -4% 14 1/2"** ~~~--:__-~~~===-=--:::vQ9';~---~-T--x~--~--~n ------------------------------------:;;;;;:;::;:;;;;;::~::~::~:-~::~:-~_:_-~-:~--:~;:;. ~--~-~:-:,. __ -··-·· SIDEWALK JOINT COVER PLATE I MIDWEST GUARDRAIL SYSTEM TRANSITION RAILING T A P E R 1 1::::::=.. 4 A77U4 ----~,?'==,,~~?-::;:<~~]::,}\ A -A 1'y" x:-;::cxx~_<z-:'.KXAX.A~ '' -7~,;f7i'.Y?}?;:.>S.:6.&2\L;(~./'.7( --, -== ====== ======== ..... ==== ;;;;:; ;;;; ;; ;:;; :;:;;;;;;;;; ;;;;;c·:; ;:;:;;:;:; ;;;;;; ;;;;;;;;;;; REMOVE EXISTING AC RAMP EXIST CURB AND REMOVE CONCRETE SIDEWALK 4-5" 0 ABS CONDUITS A77-V1 ----CONCRETE RAMP ~------GUTTER REMOVAL RAMP, AC SIDEWALK, AND -SDG&E ELECTRIC CONC END BLOCK~ G'-o" ± CONC CURB AND GUTTER TO (PROTECT IN PLACE) LIMITS SHOWN L __ _ EXISTING AC SIDEWALK REMOVE EXIST AC DIKE EXISTING ASPHALT AND/OR PORTLAND CEMENT CONCRETE LEGEND: L=15'-8" + CONC END BLOCK SIDEWALK L=17'-0"± NEW PORTLAND CEMENT CONCRETE SIDEWALK EXIST AC OR PCC RAMP OR CURB AND GUTTER TO BE REMOVED L=1 o'-o" NEW PORTLAND CEMENT CONCRETE SIDEWALK L=17'-0" VIEW A-A: SOUTHWEST SIDEWALK EXISITING FENCE-------------.. 6" MIN** , 1 01/z" MAX** NOTES: 3/8" = 1 '-0" ** DIMENSIONS SHOWN ARE MEASURED ABOVE GUTTER FLOW LINE 1/2" GAP BETWEEN EXISTING-~ RAIL AND CONC END BLOCK CONCRETE END BLOC : __ T __ T _____ .:_-_~--~-_ ...... __ ' I ,...._--._ _L _ _l _________________ --;. -r-~-------------------- 1 I ' ' -_ L __ j_ _ ----- - - - - - - - - - - - - --- F G----+- 1" EXP JT FILLER BETWEEN EXIST CONCRETE BARRIER AND NEW END BLOCK 5'-0" ± EXIST SIDEWALK WIDTH 1 ' :, 11 :, IL __________________ _ 1 o'-o"* FG -OG -GUTTER FLOW LINE REMOVE CONCRETE SIDEWALK RAMP AND AC SIDEWALK REMOVAL ______ REMOVE EXIST CURB AND GUTTER SECTION D-D PRJ. ENGR.: C. TORNACI CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL ~~~~~~ DETAILS BY: J. NOTTNAGEL PRJ. MNGR.: C. TORNACI ENGINEER OF WORK: L=24'-0" VIEW B-B: NORTHWEST SIDEWALK CALTRANS MIDWES GUARDRAIL SYSTEM TRANSITION IL I NG A 0 0 " s , -o' A77U4 T -3 INLINE 2 5' MI 1 -------------I ------------------------------------ _____ J ___ l___ ____ _L ____________ L _J ____________ _L __ _j _________ l __ _I_________ _ _ _L ____ ------L_l __ -------------------------------------------- AL SYSTEM ------____.;~~-EX I ST C AND GUTTER *LIMITS OF REM EXIST C~,J(ND REPLACE WITH CONC TE END~ AND GUTTER AND VIEW C-C: SOUTHEAST GUARDRAIL EXISITING FENCE-------------.. OG 6/2" MIN**, 14 1/2" MAX** 6" CLASS I I AGGREGATE BASE ** DIMENSIONS SHOWN ARE MEASURED ABOVE GUTTER FLOW LINE DATE: 08/23/19 SCALE: AS SHOWN ?oFESSJo 1 ----11;4 "'" ( /::''le CHARLES G. <"~ JOB NO.: 2555 uo TORNACI --z " '" ~ No. 66058 '.;; I I 3/s" = 1 '-o" SIDEWALK WIDTH -4'-6" • PCC SIDEWALK • • I __ ------------------------J-- BOTTOM BOTTOM OF OF PCC AGGREGATE SIDEWALK BASE REPLACEMENT CONFORM SIDEWALK FACE AT BOTH ENDS FG -OG = GUTTER FLOW LINE GUTTER PER SDRSD G-02 TYPE ,-----G CONFORM GUTTER SLOPE AND FLOW LINE AT BOTH ENDS \ FOR SECTIONS E-E, F-F, AND G-G, SEE DETAILS NO. 2, SHEET 5 L,noJclc s \oNAQc) DATE: 08/23/19 {l Exp. 6-30-20 * s CIVIL ;,-4~ ---?"''" < OF CALl'O 8/10/20 CT ffi SOUTHEAST GUARDRAIL OMITTED AT JEFFERSON ST DATE INITIAL !4:ll Frazee Rd. Suite !00 San Diego, CA 92123 1858! 5/4-83Ti RCE: ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL OTHER APPROVAL TL-3 INLINE TERMINAL SYSTEM 25' MIN, 56' MAX • • U------EXIST AC DIKE --- ----= = = = = · = =----=~ = = = = == =-=-= ::_ -------~ ------------=--= =-= "AS BUil T" C. TORNACI 1/13/21 P.E 66058 EXP. 6-30-22 DATE REVIEWED BY: E. ELIAS 1/13/21 I SH5ET I CITY OF CARLSBAD I 512Ts I PUBLIC 'w'□RKS DEPARTMENT 2019-20 BRIDGE PREVENTATIVE MAINTENANCE JEFFERSON STREET BRIDGE DETAILS NO. 1 APPROVED HOSSEIN AJIDEH ENGINEERING MANAGER P.E. 75991 EXPIRES: 6 /30 /20 DATE 8/10/20 EE DWN BY: JN I PROJECT NO. I DRAWING NO. DATE INITIAL CHKD BY: RB CITY APPROVAL RVWD BY: CT 6066-19 517-5 5'-0" ± EXIST SIDEWALK WIDTH ~n REMOVE EXIST MET AL ~ :z;i BEAM GUARD RAIL~-~ REMOVE AC ~ SIDEWALK ;r-0 c = FL 2'-011 2'-011 A77-V1 +1=5x5'-7"@ 16 2 ; - 1 13~6" ++5x5'-7" @ 8~ --;----1--+----i 3'-o" I I I SIDEWALK WIDTH -5'-0" l/) X 0::: <t w :;:,; o_ <t - lD f---- I D ' N z ++4 @ 1 2 <( • • • • -PCC SIDEWALK CONFORM SIDEWALK FACE AT BOTH ENDS ~FG = OG -FL - MIN 4" • ' ; " OG~7 ~ ~~ ?~/}N:7xxx ~ ---7 A-FG , 6" CLASS I I 5'-o" WABO SAFETYFLEX JOINT COVER MODEL SFP-600 OR EQUIVALENT. 6" OF AC UNDER FG REMOVAL SECTION E-E I'\\'-'::: SS '-.:':, SS s, \\ \> '' \\ SS S\ \S \\ \S \-.... SS \\ \\ ,, 5l CONCRETE EXPANSION ANCHOR • ++5 tot 1 2 ++4 tot 2 ++5 LJ 1 2 REPLACEMENT FOR DETAILS NOT SHOWN, SEE SECTION F-F C . -~ AGGREGATE BASE BOTTOM OF AGGREGATE BASE BOTTOM OF PCC SIDEWALK .,,--FACE OF R L MGS TRANSITION RAILING OR TL-3 TERMINAL END SYSTEM 1 2" .,,.--,-FACE OF CURB 7" MAX SIDEWALK JOINT SEAL COVER PLATE DETAIL SECTION G-G 3/~" = 1 '-o" ~~~~~~ PRJ. ENGR.• C. TORNACI DATE• 08/23/19 DETAILS BY• J. NOTTNAGEL SCALE• AS SHOWN C. TORNACI 2555 PRJ. MNGR.• JOB NO.• ENGINEER OF WORK• ?oFESSJo 1 -------11;4 <v" ( /::''le CHARLES G. "'-:t uo TORNACI --z " '" ~ No. 66058 '.;; LEGEND: A 7 U 1 EXIST AC OR PCC RAMP OR CURB AND GUTTER TO BE REMOVED EXIST METAL BEAM GUARD RAIL TO BE REMOVED ' N FG 1 '-2" ~-__,,.,----1 ' CHAMFER, TYP ~::;;,< - lD I ' N ,----GUTTER WIDTH TO MATCH EXIST GUTTER PER SDRSD G-01 CONFORM GUTTER SLOPE TO MATCH EXIST AT BOTH ENDS f"----7L-t----,--,~---,-=--.--- • F G = OG (EXIST CURB AND GUTTER REMOVAL NOT SHOWN) 4-------""'--------"f-~·~• __ PLACE CONCRETE END 1.. 1 '-9" .. 1 SECTION F-F BLOCK FOUNDATION AGAINST UNDISTURBED SOIL 3/4" = 1 '-0" "AS BUil T" C. TORNACI 1/13/21 P.E 66058 EXP. 6-30-22 DATE REVIEWED BY: E. ELIAS 1/13/21 I SH6ET I CITY OF CARLSBAD I 5 12Ts I PUBLIC 'w'□RKS DEPARTMENT 2019-20 BRIDGE PREVENTATIVE MAINTENANCE JEFFERSON STREET BRIDGE DETAILS NO. 2 APPROVED HOSSEIN AJIDEH ENGINEERING MANAGER P.E. 75991 DATE NOTE: THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL L,noJclc s \oNAQc) {l Exp. 6-30-20 * s CIVIL 8/10/20 CT ffi SOUTHEAST GUARDRAIL OMITTED AT JEFFERSON ST 8/10/20 EXPIRES: 6 /30 /20 EE DWN BY: JN I PROJECT NO. I DRAWING NO. DATE• 08/23/19 !4:ll Frazee Rd. Suite !00 San Diego, CA 92123 1858! 5/4-83Ti RCE• ;,-4~ --------?"''"" < OF CALl'O DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL CHKD BY: RB OTHER APPROVAL CITY APPROVAL RVWD BY: CT 6066-19 517-5 BRIDGE LENGTH = 90'-0" 45'-o"± 45'-o"± BB EB 1 , -0"± BENT 2 DATUM ELEV= -10.0 106+00 107+00 ELEVATION 1" = 20' q:_ CHANNEL 1 . 5: 1 ---0-----0- LINE EXIST MANHOLE ' ---------------r BOTTOM OF EXIST LINED CHANNEL PLAN BOTTOM OF EXIST LINED CHANNEL 1"=20' ~~~~~~ PRJ. ENGR_: c_ TORNACI DATE: 08/23/19 DETAILS BY• V_ TRINH SCALE• AS SHOWN C. TORNACI 2555 PRJ. MNGRc JOB NOc ENGINEER OF WORK• L,noJclc s loNAQo' DATE• 08/23/19 !4:ll Frazee Rood, Suite /(J) San Diego, CA 9210/J 1858! 5/4-83Ti RCE• A EXIST TRAFFIC STRIPE TO OCEANS !□Ee=:> CHARLES G. TORNACI ~,-----c, ~ No.~6=60~5~8_ 5 '+ - ' :I ,, ~L _____ .l VARIES 52'-o"+ - 8'-0"± 36' MIN± & VAR IE S 1 2 , -0"± 21 , -o"± 31 '-011± 5'-0"± 1 , -o"± 6'± 1 5'-0"± 1 4 , -6" ± 8'-6"± - II " .~ 0)-\ • "C" I INC 1 . 5 % __ _ _c ___ 1 .5% ~ ---------------------------------=::--=----_:-_::_--:-_-_::_---::-_-----::::r::::: __ ----=-------,.=.=,--=-_:--.:c_-_ ~--_.:?__ --::-=------------=-::-:..:.::::..::.::------==--.....:::------------------__ ..L_~=-----~ I 7@3. r c) 7r 7 r I : 7 I -'Ir __ 7 1 ,,,-_---, ,--cc_----, ,----------,40 1/13/21 DATE ~ D ' ' ·~ u -f@S ' ' ·~ EXIST MEDIAN ' ' ' ' ' ) ( ' ' ' -- L~ '¼)~ '-l®~ L~I~ TYPICAL SECT ION 1" = 10' EXIST REINFORCED CONCRETE TEE-BEAM SUPERSTRUCTURE (CIRCULAR CONCRETE COLUMNS NOT SHOWN) LEGEND: (D REMOVE CONCRETE CURB RAMP AND PLACE ADDITIONAL FILL. INSTALL CONCRETE CURB RAMP WITH RETAINING STEM ® TREAT BRIDGE DECK WITH HIGH MOLECULAR WEIGHT METHACRYLATE (HMWM) G) REMOVE TRAFFIC STRIPES AND RESTRIPE AS EXIST AFTER HMWM TREATMENT M AREA TO RECEIVE METHACRYLATE TREATMENT (STAGE 1) ~ AREA TO RECEIVE METHACRYLATE TREATMENT (STAGE 2) 0001 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 8" x 1 8" 0 PEN I NG FOR 1 0 :1//' 0. D , 0 I L PRODUCTS L I NE . ( SAN DI E G 0 PIPELINE CO.). ENCASED IN 1 6" 0.0. STEEL PIPE @ 16"x16" OPENING FOR 6" GAS LINE ENCASED IN A 10:1/~" 0,0. STEEL PIPE. ( SDGE) @ 14"x281/2" OPENING FOR 9-31/2" TRD (PACIFIC TELEPHONE AND TELEGRAPH COMPANY) @ OPENING 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 '-6" X 1 '-6" FUTURE UTILITY OPENING @ 2'-0" X 1 '-6" FUTURE UTILITY OPENING 1 -1/2" 0 SIGNAL & LIGHTING CONDUIT. "AS CD C. TORNACI CD 4-5" PVC SAN DIEGO GAS & ELECTRIC co. P.E 66058 EXP. ® 1 -3" PVC OCEANSIDE CABLE VISION REVIEWED BY: E. ELIAS BUil T" 6-30-22 I SH,ET I CITY OF CARLSBAD PUBLIC 'w'□RKS DEPARTMENT 1/13/21 DATE 1/13/21 I 5 12Ts I 2019-20 BRIDGE PREVENTATIVE MAINTENANCE EL CAMINO REAL BRIDGE GENERAL PLAN APPROVED HOSSEIN AJIDEH ENGINEERING MANAGER P.E. 75991 EXPIRES: 6 /30 /20 DATE CT & SOUTHWEST CURB RAMP OMITTED AT EL CAMINO REAL 1/13/21 EE DWN BY: VT PROJECT NO. INITIAL DATE INITIAL DATE INITIAL CHKD BY: RB ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: CT I 6066-19 I DRAWING NO. 517-5 COL -.. _ ·-. JO I NT CONFORM TO EXIST -. B REMOVE CURB AMP & INSTALL NEW CONC CURB RAMP, ASE C PER SDRSD G-29 WITH 705% MAX LOPES AND RETAINING STEM -· 1 '-6"± . L_ ______________ .. -· SW SIDEWALK -PLAN VIEW NTS \ REMOVE CURB RAMP & INSTALL NEW CONC CURB RAMP, CASE C PER SDRSD G-29 WITH 7o5% MAX SLOPES AND RETAINING STEM 2'-0"± \ .... --- SE SIDEWALK -PLAN VIEW NTS ~~?.~~~ PRJ. ENGR., C, TORNACI DETAILS BY, V. TRINH C, TORNACI PRJ. MNGR.c ENGINEER OF WORK 0 DATE, 08/23/19 SCALEc AS SHOWN JOB NO.c 2555 LtloJcle s loNNJ.o' DATE, 08/23/19 14:iJ Frazee Road, Suite IJO San Diego, CA 92108 18581514-8377 RCEc / / / / / / REMOVE CURB RAMP PERMISSIBLE CONSTRUCTION JOINT L~~~~ ~.~~::\~~s _,.,-0 G _; ------------- INSTALL RETAINING STEM EMOVAL 4" @ 1 2 MAX (CALV)_/ /1F OG = FG---:"" / / - / SECTION B-B 1/z" = 1 ' 1 2, -- 0 I ' N ALV ROPOSED _..,.--,....: _ ....... ,• -,,..--✓ __ ,,,.--,,.,,--__ ,,.,, ( -,/ ---------------- I ' ' I -----------,··-··-··-··----··~---··-··-·--··--·-··- COLD JOINT REMOVE CURB RAMP AND INSTALL NEW CONC CURB RAMP WITH RETAINING STEM, CASE C PER SDRSD G-29 WITH 705% MAX SLOPES AND RETAINING STEM ~ND SE SIDEWALK -ELEV VIEW NTS & CHARLES G. TORNACI C, ~ No.~6=60=5~8 _ 1/13/21 CT /3\ SOUTHWEST CURB RAMP OMITTED AT EL CAMINO REAL 1/13/21 EE DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL INSTALL NEW CONC CURB RAMP, CASE C PER SDRSD G-29 WITH 7o5% MAX SLOPES AND RETAINING STEM _l 6" CLASS I I AB 7 "AS BUil T" C. TORNACI 1/13/21 P.E. 66058 EXP. 6-30-22 DATE REVIEWED BY: E. ELIAS 1/13/21 I SHBET I CITY OF CARLSBAD I 512Ts I PUBLIC w □RKS DEPARTMENT 2019-20 BRIDGE PREVENTATIVE MAINTENANCE EL CAMINO REAL BRIDGE DETAILS NO. 1 APPROVED HOSSEIN AJIDEH ENGINEERING MANAGER P.E 75991 EXPIRES 6 /30 /20 DATE OWN BY: VT I I DRAWING NO. PROJECT NO. CHKD BY: RB RVWD BY: CT 6066-19 517-5 2555) C ) 500' • • • 500' 500' 540' i--~,r-___,{ _____________ -=~-----0--:-TAPER i--'\,---1 0 0 0 1 0 0 C20(CA)R TRAFFIC CONTROL NOTES SIGNAGE NOTES 0 EL CAMINO REAL ~I :I I • I 0 0 • 0 0 * 0 0 C30(CA) 1. WORK HOURS TO BE RESTRICTED TO 9 PM TO 5 AM UNLESS APPROVED OTHERWISE:. 1. AT LEAST ONE PERSON SHALL BE ASSIGNED TO FULL TIME MAINTENANCE OF TRAFFIC CONTROL DEVICES ON ALL NIGHT LANE CLOSURES. STAGE 1 TRAFFIC CONTROL PLAN: EL CAMINO REAL 2. PEDESTRIAN CONTROLS WILL BE PROVIDED AS SHOWN. 3. PEDESTRIANS SHALL BE PROTECTED FROM ENTERING THE EXCAVATION BY PHYSICAL BARRIERS DESIGNED, INSTALLED, AND MAINTAINED TO THE SATISFACTION OF THE CITY ENGINITR. 4. TEMPORARY "NO PARKING/TOW AWAY° SIGNS STATING THE DATE: AND TIME OF PROHIBITION WILL BE POSTED 72 HOURS PRIOR TO COMMENCING WORK. CALL CARLSBAD POLICE DISPATCH AT (760)931-2197 TO VALIDATE: POSTING. 5. ACCESS WILL BE MAINTAINED TO ALL DRIVE:WA YS UNLESS OTHER ARRANGEMENTS ARE MADE:. 6. TRENCHES MUST BE BACKRLLE:D OR PLATED DURING NON-WORKING HOURS UNLESS K-RAIL BARRIERS ARE PROVIDED. K-RAIL IS APPROVED ONLY MIEN SPECIRCALL Y SHOWN ON THE APPROVED TRAFFIC CONTROL PLAN. PLATES SHALL HA VE: CLEA TS AND COLD MIX AT THE EDGES AS APPROVED BY THE CITY INSPECTOR. 7. EXISTING STRIPING, CROSSWALKS, LEGENDS AND/OR PA~ENT MARKERS SHALL BE REPLACED BY THE CONTRACTOR WITHIN 24 HOURS, IF REMOVED OR DAMAGED. 8. WORK THAT DISTURBS NORMAL TRAmc SIGNAL TIMING OPERATIONS SHALL BE COORDINATED WITH THE CITY OF CARLSBAD. CONTACT STREETS DIVISION AT (760) 434--2937 72 HOURS PRIOR TO COMMENCING WORK. 9. TRAffiC SIGNALS SHALL REMAIN FULLY ACTUATED AT ALL TIMES, UNLESS OTHERWISE: APPROVED BY THE CITY ENGINEER OR HIS REPRESE:NTA TIVE:. IF TRAFRC SIGNAL LOOP DETECTORS ARE RENDERED INOPERATIVE: BY THE PROPOSED WORK, VIDEO DE:TE:CTION SHALL BE USED TO PROVIDE ACTUATION. 10. FLAGGE:RS SHALL BE EQUIPPED WITH A Ml/TE: HARD HAT. AN ORANGE: VEST, 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 WEEK, BY THE CONTRACTOR. 12. ALL TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE CAUFORNIA MANUAL ON UNIFORM TRAmc CONTROL DEVICES (CALIFORNIA MUTCD, LA TEST EDITION). 13. TRAmc CONTROL PLAN SUBMITTALS ARE REQUIRED FOR EACH PHASE: OF THE WORK IN THE DETAIL, FORMAT. AND QUALITY ILLUSTRATED ON THIS SHEET. 14. ALL TRAFFIC CONTROL DEVICES SHALL BE REMOVED FROM VIEW OR COVERED MIEN NOT IN USE. 15. THE CITY ENGINEER OR HIS REPRE:SENTATIVE: HAS THE AUTHORITY TO IN/TIA TE: RELD CHANGES TO INSURE PUBUC SAFETY. 16. ALL WORK AFFECTING BUS STOPS SHALL BE COORDINATED WITH 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 TRAFFIC CONTROL ON MAJOR AND PRIME ARTERIALS, UNLESS OTHERWISE APPROVED. THESE SIGNS SHALL BE SHOWN ON THE TRAFFIC CONTROL PLAN. 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 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 OBVIOUS, OR ENDS WITHIN A LARGER PROJECT LIMITS. 5. ALL CONES USED FOR NIGHT LANE CLOSURES SHALL BE ILLUMINATED TRAFFIC CONES OR FITTED WITH 13" REFLECTIVE SLEEVES. 6. FLASHING ARROW SIGNS SHALL BE USED PER THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CALIFORNIA MUTCD, LATEST 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 TRAFFIC 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 WITH BREAKAWAY BASE PER SDRSD M-45. 11. CONSTRUCTION AREA TRAFFIC CONTROL DEVICES SHALL MEET THE PROVISIONS OF SECTION 12 OF THE MOST RECENT EDITION OF THE CALTRANS STANDARD SPECIFICATIONS. ... ~ 0 + ~ ~ SCALE: 1 n-40' 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 DIRECTION OF TRAVEL PORTABLE SIGN TRAFFIC CONE/DELINEATOR TYPE lI BARRICADE FLASHING ARROW SIGN CONSTRUCTION AREA SIGNS ~ C20(CA)R ~ C20(CA)L ~ C30A(CA) <e> C30(CA) DE I' C PRJ. ENGR.: J. THORNBER DATIE: 08/23/19 DETAILS BY: V. TRINH SCALE: AS SHOWN PRJ. MNGR.: C. TORNACI JOB NO.: \>11,ofESS1o,v ,._<J ---'-1< /!:'~ CHARLES G. \ "' TORNAa ;_ 66058 ~ ~ W21-5bR 14511 Frazee Road, Suite 100 San Di"90, CA 92108 (858) 514--ENGINEER OF WORK: DATIE:08/23/19 RCE: "' ~ W20-1 MAXIMUM SPACING OF CONES ALONG TANGENT (FEET) ± 90 END ROAD WORK SIDEWALK CLOSED AHEAD CROSS HERE W4-2(RT) W4-2(LT) W20-4 R3-1R G20-2 R9-11 DATE INITIAL ENGINEER Of WORK 0 0 G20-2'\ 0 360' BUFFER 0 0 0 DATE INITIAL REVISION DESCRIPTION OlHER APPROVAL CALTRANS MATCH LINE SEE SHEET 9 I I I R/W~ I I I I 0 0 0 ~ ~ o..___. 0 I I I I I ~ !;:j ~ I ~ 0 -· ~ 0 II 350• • I ::::5 r-BUFFER ~ ~ I ~, I i f-,· I I 0 DATE INITIAL CITY APPROVAL I SgET I '\ ' '\ '\ I ',I I __________ ,I "AS BUil T" C. TORNACI P.E. 66058 EXP. 6-30-22 REVIEWED BY: E. ELIAS CITY OF CARLSBAD PUBLIC WORKS DEPARTMENT 1 /13/21 DA TIE 1 /13/21 [ju 2 2019-20 BRIDGE PREVENTATIVE MAINTENANCE EL CAMINO REAL STAGE 1 TRAFFIC CONTROL. APPROVED HOSSEIN AJIDEN ENGINEERING MANAGER P.E. 75991 EXPIRES: 6130120 DATE DWN BY: VT I PROJECT NO. I DRAWING NO. CHKD BY: RB 6066-19 RVWD BY: CT 517-5 2555I I ; > CD ) G20-2 I ~I ~I ~ "v ~ 1· ~ 0 "' -..J ~1 ~ I 360' BUFFER \ C30(CA) * 0 0 0 0 0 • :! • f • • • I I G20-2 I C20(CA)R I C30(C:)J0 500' 500' -----540' .r-TAPER 0 ' 0 0 EL CAMINO REAL ' I 1 I --~ CALTRANS R/W W4-2(RT) C20(CA)R ---t *o 500' 500' 0 500' R9-11 ~' I CALTRANS R/W _J ,' '\ W20-1~ I-~-------~-----~--'------~-------~-~--~ TRAFFIC CONTROL NOTES 1. WORK HOURS TO BE RESTRICTED TO 9 PM TO 5 AM UNLESS APPROVED OTHERWISE:. 2. PEDESTRIAN CONTROLS WILL BE PROVIDED AS SHOWN. 3. PEDESTRIANS SHALL BE PROTECTED FROM ENTERING THE EXCAVATION BY PHYSICAL BARRIERS DESIGNED, INSTALLED, AND MAINTAINED TO THE SATISFACTION OF THE CITY ENGINITR. 4. TEMPORARY "NO PARKING/TOW AWAY° SIGNS STATING THE DATE: AND TIME OF PROHIBITION WILL BE POSTED 72 HOURS PRIOR TO COMMENCING WORK. CALL CARLSBAD POLICE DISPATCH AT (760)931-2197 TO VALIDATE: POSTING. 5. ACCESS WILL BE MAINTAINED TO ALL DRIVE:WA YS UNLESS OTHER ARRANGEMENTS ARE MADE:. 6. TRENCHES MUST BE BACKRLLE:D OR PLATED DURING NON-WORKING HOURS UNLESS K-RAIL BARRIERS ARE PROVIDED. K-RAIL IS APPROVED ONLY MIEN SPECIRCALL Y SHOWN ON THE APPROVED TRAFFIC CONTROL PLAN. PLATES SHALL HA VE: CLEA TS AND COLD MIX AT THE EDGES AS APPROVED BY THE CITY INSPECTOR. 7. EXISTING STRIPING, CROSSWALKS, LEGENDS AND/OR PA~ENT MARKERS SHALL BE REPLACED BY THE CONTRACTOR WITHIN 24 HOURS, IF REMOVED OR DAMAGED. 8. WORK THAT DISTURBS NORMAL TRAmc SIGNAL TIMING OPERATIONS SHALL BE COORDINATED WITH THE CITY OF CARLSBAD. CONTACT STREETS DIVISION AT (760) 434--2937 72 HOURS PRIOR TO COMMENCING WORK. 9. TRAffiC SIGNALS SHALL REMAIN FULLY ACTUATED AT ALL TIMES, UNLESS OTHERWISE: APPROVED BY THE CITY ENGINEER OR HIS REPRESE:NTA TIVE:. IF TRAFRC SIGNAL LOOP DETECTORS ARE RENDERED INOPERATIVE: BY THE PROPOSED WORK, VIDEO DE:TE:CTION SHALL BE USED TO PROVIDE ACTUATION. 10. FLAGGE:RS SHALL BE EQUIPPED WITH A Ml/TE: HARD HAT. AN ORANGE: VEST, 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 WEEK, BY THE CONTRACTOR. 12. ALL TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE CAUFORNIA MANUAL ON UNIFORM TRAmc CONTROL DEVICES (CALIFORNIA MUTCD, LA TEST EDITION). 13. TRAmc CONTROL PLAN SUBMITTALS ARE REQUIRED FOR EACH PHASE: OF THE WORK IN THE DETAIL, FORMAT. AND QUALITY ILLUSTRATED ON THIS SHEET. 14. ALL TRAFFIC CONTROL DEVICES SHALL BE REMOVED FROM VIEW OR COVERED MIEN NOT IN USE. 15. THE CITY ENGINEER OR HIS REPRE:SENTATIVE: HAS THE AUTHORITY TO IN/TIA TE: RELD CHANGES TO INSURE PUBUC SAFETY. 16. ALL WORK AFFECTING BUS STOPS SHALL BE COORDINATED WITH 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 TRAFFIC CONTROL ON MAJOR AND PRIME ARTERIALS, UNLESS OTHERWISE APPROVED. THESE SIGNS SHALL BE SHO'M-1 ON THE TRAFFIC CONTROL PLAN. SIGNAGE NOTES 1. AT LEAST ONE PERSON SHALL BE ASSIGNED TO FULL TIME MAINTENANCE OF TRAFFIC CONTROL DEVICES ON ALL NIGHT LANE CLOSURES. STAGE 1 TRAFFIC CONTROL PLAN: EL CAMINO REAL 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 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 OBVIOUS, OR ENDS WITHIN A LARGER PROJECT LIMITS. 5. ALL CONES USED FOR NIGHT LANE CLOSURES SHALL BE ILLUMINATED TRAFFIC CONES OR FITTED WITH 13" REFLECTIVE SLEEVES. 6. FLASHING ARROW SIGNS SHALL BE USED PER THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CALIFORNIA MUTCD, LATEST 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 TRAFFIC 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 WITH BREAKAWAY BASE PER SDRSD M-45. 11. CONSTRUCTION AREA TRAFFIC CONTROL DEVICES SHALL MEET THE PROVISIONS OF SECTION 12 OF THE MOST RECENT EDITION OF THE CALTRANS STANDARD SPECIFICATIONS. ... ~ 0 + «-E ~ SCALE: 1 n-40' 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 TIRAVEL PORTABLE SIGN C20(CA)R TRAFFIC CONE/DELINEATOR TYPE 1I BARRICADE C20(CA)L FLASHING ARROW SIGN CONSTIRUCTION AREA C30A(CA) C30(CA) DE I' C PRJ. ENGR.: J. THORNBER DATE: 08/23/19 DETAILS BY: V. TRINH SCALE: AS SHOWN PRJ. MNGR.: C. TORNACI JOB NO.: W21-5bR 14511 Frazee Road, Suite 100 San Di"90, CA 92108 {858) 514--ENGINEER OF WORK: DATE:08/23/19 RCE: ~ W20-1 MAXIMUM SPACING OF CONES ALONG TANGENT (FEET) ± 90 ~ W4-2(RT) /4)> W4-2(L T) ~ W20-4 ~ R3-1R I ROA~~RK I G20-2 SIDEWALK a.o5ED AHEAD CROSS HERE R9-11 DATE INITIAL ENGINEER Of WORK REVISION DESCRIPTION W20-1 DATE INITIAL DATE INITIAL OlHER APPROVAL CITY APPROVAL u[] 0 W21-5b~Ji C20(CA)R I C30~(CA) r I R3-1 R I I I I I I I I I I I I I I 350' 0 0 0 0 """"""-~'~--,-, __ , _____ L __ MATCH LIN£ S££ SHEET 8 "AS BUil T" C. TORNACI 1 /13/21 P.E. 66058 EXP. 6-30-22 DATE REVIEWED BY: E. ELIAS 1 /13/21 CITY OF CARLSBAD [ju PUBLIC WORKS DEPARTMENT 2 2019-20 BRIDGE PREVENTATIVE MAINTENANCE EL CAMINO REAL STAGE 1 TRAFFIC CONTROL APPROVED HOSSEIN AJIDEN ENGINEERING MANAGER P.E. 75991 EXPIRES: 6130120 DATE DWN BY: VT I PROJECT NO. I DRAWING NO. CHKD BY: RB 6066-19 RVWD BY: CT 517-5 2555) ) $ § I 1-... ~ ~I ~ Q:i ~I 0 0 0 ~I 0 0 0 ~ f'::'. ~1 TRAFFIC CONTROL NOTES 1. WORK HOURS TO BE: RESTRICTED TO 9 PM TO 5 AM UNLESS APPROVED OTHERWISE:. 2. PEDESTRIAN CONTROLS WILL BE: PROVIDED AS SHOWN. 3. PEDESTRIANS SHALL BE: PROTECTED FROM ENTERING THE: E:XCAVA TION BY PHYSICAL BARRIERS DESIGNED, INSTALLED, AND MAINTAINED TO THE: SATISFACTION OF THE: CITY E:NGINITR. C30(CA) 4. TEMPORARY "NO PARKING/TOW AWAY° SIGNS STATING THE: DATE: AND TIME: OF PROHIBITION WILL BE: POSTED 72 HOURS PRIOR TO COMMENCING WORK. CALL CARLSBAD POLICE: DISPATCH AT (760)931-2197 TO VALIDATE: POSTING. 5. ACCESS WILL BE: MAINTAINED TO ALL DRIVE:WA YS UNLESS OTHER 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 l'rHE:N SPECIF/CALLY SHOr.N ON THE: APPROVED TRAFFIC CONTROL PLAN. PLATES SHALL HA VE: CLEA 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: CONTRACTOR WITHIN 24 HOURS, IF REMOVED OR DAMAGED. 8. WORK THAT DISTURBS NORMAL TRAmc SIGNAL TIMING OPERATIONS SHALL BE: COORDINATED WITH THE: CITY OF CARLSBAD. CONTACT STREETS DIVISION AT (760) 434-2937 72 HOURS PRIOR TO COMMENCING WORK. 9. TRAmC SIGNALS SHALL REMAIN FULLY ACTUATED AT ALL TIMES, UNLESS OTHERWISE: APPROVED BY THE: CITY ENGINEER OR HIS RE:PRE:SE:NTA TIVE:. IF TRAmc SIGNAL LOOP DETECTORS ARE: RENDERED INOPE:RA TIVE: BY THE: PROPOSED WORK, VIDEO DE:TE:CTION SHALL BE: USED TO PROVIDE: ACTUATION. 10. llAGGE:RS SHALL BE: £QUIPPED WITH A l'rHITE: HARD HAT. AN ORANGE: VEST. AND A "STOP /SLOW" PADDLE: ON A 5 FOOT STAFF. 11. ALL TRAmc CONTROL DE:VICE:S MUST BE: MAINTAINED 24 HOURS A DAY, 7 DAYS PER IIEEK, BY THE: CONTRACTOR. 12. ALL TRAmC CONTROL SHALL BE IN ACCORDANCE: WITH THE: CAUFORNIA MANUAL DN UNIFORM TRAmc CONTROL DEVICES (CALIFORNIA MUTCD, LA TEST EDITION). 13. TRAmc CONTROL PLAN SUBMITTALS ARE: REQUIRED FOR EACH PHASE: OF THE: WORK IN THE: DETAIL, FORMAT, AND QUAUTY ILLUSTRATED ON THIS SHITT. 14. ALL TRAmC CONTROL DEVICES SHALL BE: REMOVED FROM VIEW OR COVERED l'rHE:N NOT IN USE:. 15. THE: CITY ENGINEER OR HIS RE:PRE:SE:NTATIVE: HAS THE: AUTHORITY TO IN/TIA TE: FIELD CHANGES TO INSURE: PUBUC SAFETY. • 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 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 OBVIOUS, OR ENDS WITHIN A LARGER PROJECT LIMITS. 5. ALL CONES USED FOR NIGHT LANE CLOSURES SHALL BE ILLUMINATED TRAFFIC CONES OR FITTED WITH 13" REFLECTIVE SLEEVES. 6. FLASHING ARROW SIGNS SHALL BE USED PER THE CALIFORNIA MANUAL ON UNIFORM TRAmc CONTROL DEVICES (CALIFORNIA MUTCD, LATEST 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 TRAmc 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 WITH BREAKAWAY BASE PER SDRSD M-45. 11. CONSTRUCTION AREA TRAmc CONTROL DEVICES SHALL MEET THE PROVISIONS OF SECTION 12 OF THE MOST RECENT EDITION OF THE CAL TRANS STANDARD SPECIFICATIONS. • • • • • • • • • STAGE 2 TRAFRC CONTROL PLAN: EL CAMINO REAL .. ~ 0 + «<E ~ SCALE: 1 n-40' 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 1080 26 45 • BASED ON TWO 12 FOOT WIDE LANES. LEGEND DIRECTION OF TRAVEL PORTABLE SIGN TRAFFIC CONE/DELINEATOR TYPE JI BARRICADE FLASHING ARROW SIGN CONSTRUCTION AREA SIGNS <$> C20(CA)R A C20(CA)L w <@> C30A(CA) <e> C30(CA) MAXIMUM SPACING OF CONES ALONG TANGENT (FEET) ± 90 <(}> W4-2(RT) /4}> W4-2(L T) ~ W20-4 ~ R3-1R 16. ALL WORK AFFECTING BUS STOPS SHALL BE: COORDINATED WITH NORTH COUNTY TRANSIT DISTRICT. CONTRACTOR 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 TRAFFIC CONTROL ON MAJOR AND PRIME: ARTERIALS, UNLESS OTHERWISE: APPROVED. THESE: SIGNS SHALL BE: SHOr.N ON THE: TRAmC CONTROL PLAN. DE'' C PRJ. ENGR.: J. THORNBER DATE: 08/23/19 DETAILS BY: V. TRINH SCALE: AS SHOWN PRJ. MNGR.: C. TORNACI JOB NO.: ~11,ofESS/o/V, "'<:, "f< !:!"" CHARLES G. \ "' TORNACI z 66058 i::: ~ W21-5bR ~ W20-1 I ROA~N~ORK I G20-2 ENGINEER OF WORK: "' SIDEWALK a.DSED AHEAD R9-11 CROSS HERE 14511 Frazee Road. Suite 100 San Diego, CA 92108 (858) 514-8J7 DATE:08/23/19 RCE: I G20-2~ I_ -0 0 • 0 • 0 f * 0 ·* ~ C30(CA) • 0 360' BUFFER ~ . ::::5 0 0 ~ f'::'. ~ I ;o I 0 I I ..... ct 1080' 1; TAPER 0 ~ I~ I~ ~ f'::'. I~ ~ "AS BUil T" C20(CA)L W4-2(LT)r -C. TORNACI 1 /13/21 w20-1I r .· s/4 -·· P.E. 66058 EXP. fl-~Q-22 DATE '1-+J, --,..,,. l'"n> . --REV,EWED BY: • E. ELIAS 1 /13/21 UL] CITY OF CARLSBAD uu 1 PUBLIC WORKS DEPARTMENT 2 2019-20 BRIDGE PREVENTATIVE MAINTENANCE EL CAMINO REAL STAGE 2 TRAFFIC CONTROL APPROVED HOSSEIN AJIDEN ENGINEERING MANAGER P.E. 75991 EXPIRES: 6130120 DATE DWN BY: VT PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: RB 6066-19 ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL RVWD BY: (;T 517-5 2555c::::i ..._ 1-._ ~ ~ ~ V) ~ ---:: -.J ~ t.;:;: ~ I I I ~ ~ CD 5 I I I I I I I I I 360' I BUFFER I 0 0 0 0 0 0 0 0 '\'\._ ~G20-2 ' ' '\ '\_ ✓CALTRANS R/W '\ '\ TRAFFIC CONTROL NOTES 1. WORK HOURS TO BE RES1RICmJ TO 9 PM TO 5 AM UNLESS APPROVED OTHERWISE. 2. PEDESTRIAN CONTROLS WILL BE PROVIDED AS SHOWN. J. PEDESTRIANS SHALL BE PROTECmJ FROM ENTERING THE EXCAVA nON BY PHYSICAL BARRIERS DESIGNED, INSTALLED, AND MAINTAINED TO THE SA nsFACTION OF THE CITY ENGINEER. 4. TfMPORARY "NO PARKING/TOW AWAY° SIGNS STAnNG THE DATE AND TIME OF PROHIBlnON WILL BE POSmJ 72 HOURS PRIOR TO COMMENCING WORK. CALL CARLSBAD POLICE DISPATCH AT (760)931-2197 TO VALJDATE POSnNG. 5. ACCESS WILL BE MAINTAINED TO ALL DRl\£WA YS UNLESS OTHER ARRANGEMEN7S ARE MADE. 6. TRENCHES MUST BE BACKRLLED OR PLAmJ DURING NON-WORKING HOURS UNLESS K-RAIL BARRIERS ARE PROVIDED. K-RAIL IS APPROVED ONLY WHEN SPECIRCALL y SHOWN ON THE APPROVED 1RAmc CONTROL PLAN. PLATES SHALL HA\£ CLEA 7S AND COLD MIX AT THE EDGES AS APPROVED BY THE CITY INSPECTOR. 7. EXISnNG STRIPING, CROSSWALKS, LEGENDS AND/OR PAVEMENT MARKERS SHALL BE REPLACED BY THE CONTRACTOR WITHIN 24 HOURS, IF REM0\£0 OR DAMAGED. 8. WORK THAT DISTURBS NORMAL 1RAmc SIGNAL nMING OPERA nONs SHALL BE COORDINA mJ WITH THE CITY OF CARLSBAD. CONTACT S1REE7S DIVISION AT (760) 4J4-29J7 72 HOURS PRIOR TO COMMENCING WORK. 9. 1RAmc SIGNALS SHALL REMAIN FULLY ACTUA 1[0 AT ALL nMES, UNLESS OTHERWISE APPR0\£0 BY THE CITY ENGINEER OR HIS REPRESENTA nl-£. IF 1RAmc SIGNAL LOOP DETECTORS ARE RENDERED INOPERA nl-£ BY THE PROPOSED WORK, VIDEO DETECnON SHALL BE USED TO PROVIDE ACTUA nON. 10. FLAGGERS SHALL BE EQUIPPED MTH A WHITE HARD HAT, AN ORANGE \£ST, AND A "STOP /SLOW" PADDLE ON A 5 FOOT STAFF. 11. ALL 1RAmc CON1ROL DEVICES MUST BE MAINTAINED 24 HOURS A DAY. 7 DAYS PER WEEK, BY THE CONTRACTOR. 12. ALL 1RAFFIC CONTROL SHALL BE IN ACCORDANCE MTH THE CALJFORNIA MANUAL ON UNIFORM 1RAmc CONTROL DEVICES (CALIFORNIA MUTCD, LA TEST EDlnON). 1J. 1RAFRC CON1ROL PLAN SUBMITTALS ARE REQUIRED FOR EACH PHASE OF THE WORK IN THE DETAIL, FORMAT, AND QUALITY ILLUS1RA mJ ON THIS SHITT 14. ALL 1RAmc CONTROL DEVICES SHALL BE REMOVED FROM VIEW OR CO\£RED WHEN NOT IN USE. 15. THE CITY ENGINEER OR HIS REPRESENTAn\£ HAS THE AUTHORITY TO INlnA 1[ RELD CHANGES TO INSURE PUBLJC SAFETY. 16. ALL WORK AFFECnNG BUS STOPS SHALL BE COORDINATED WITH NORTH COUNTY 1RANSIT DISTRICT. CON1RACTOR SHALL CALL NC1D AT (760) 967-2828 AT LEAST 72 HOURS IN ADVANCE OF STARTING WORK. 17. CHANGEABLE MESSAGE SIGNS SHALL BE USED IN ADVANCE OF 1RAFRC CON1ROL ON MAJOR AND PRIME ARTERIALS, UNLESS OTHERWISE APPROVED. THESE SIGNS SHALL BE SHOWN ON THE 1RAFFIC CON1ROL PLAN. 1 t .~, i . I t 0 • 0 0 0 *o *o :! 0 f • • • 0 0 * * EL CAMINO REAL 500' C20(CA)L 500' W20-1 ~---'--I I I I I 0 -0 ---0 SIGNAGE NOTES 1. AT LEAST ONE PERSON SHALL BE ASSIGNED TO FULL TIME MAINTENANCE OF lRAFFIC CONlROL DEVICES ON ALL NIGHT LANE CLOSURES. STAGE 2 TRAFFIC CONTROL PLAN: EL CAMINO REAL SCALE: 1 "-40' 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 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 OBVIOUS, OR ENDS 1'11THIN A LARGER PROJECT LIMITS. 5. ALL CONES USED FOR NIGHT LANE CLOSURES SHALL BE ILLUMINATED lRAFFIC CONES OR FITTED WITH 13" REFLECTIVE SLEEVES. 6. FLASHING ARROW SIGNS SHALL BE USED PER THE CALIFORNIA MANUAL ON UNIFORM lRAFFIC CONlROL DEVICES (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 FILAGGERS SHALL BE REQUIRED WHEN lRAFFIC 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 WITH BREAKAWAY BASE PER SDRSD M-45. 11. CONSlRUCTION AREA lRAFFIC CONlROL DEVICES SHALL MEET THE PROVISIONS OF SECTION 12 OF THE MOST RECENT EDITION OF THE CALlRANS STANDARD SPECIFICATIONS. .... ~ 0 + «<E ~ 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 1080 26 45 * BASED ON TWO 12 FOOT WIDE LANES. LEGEND DIRECTION OF TRAVEL PORTABLE SIGN TRAFFIC CONE/DELINEATOR TYPE ][ BARRICADE FLASHING ARROW SIGN CONSTRUCTION AREA SIGNS ~ C20(CA)R ~ C20(CA)L ~ C30A(CA) <e> C30(CA) ~ W21-5bR DE'' C PRJ. ENGR.: J. THORNBER DATE: 08/23/19 DETAILS BY: V. TRINH SCALE: AS SHOWN PRJ. MNGR.: C. TORNACI JOB NO.: ~l'ofESS/o/V, "'<:, ----"f< !:!"" CHARLES G. \ "' TORNACI -;_ 66058 i::: ~ W20-1 ENGINEER OF WORK: "' 1450 Frazee Road. Suite 100 San Diego, CA 92108 (858) 514-8J7 DATE:08/23/19 RCE: MAXIMUM SPACING OF CONES ALONG TANGENT (FEET) ± 90 <JJ> W4-2(RT) /4)> W4-2(L T) ~ W20-4 w ~ R3-1R I ROAiiN~ORK I G20-2 SIDEWALK CLOSED AHEAD R9-11 CROSS HERE -f TAPER I I I I ~I ~ I 0 ~ 0 1080' ~VTAPER ;:t:: f' ~ ~ I 0 t& • .. s 0 0 0 500' 1.......i,_ _ _:__~ ........ llll!_....L_ __ ~ DA TE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL I 0 I o\ I I I ~ c::i ~ Q::j ~ V) ~ ---:: -.J 1~ ~ I I ~ W20-1 "AS BUil T" C. TORNACI 1 /13/21 P.E. 66058 EXP. 6-30-22 DATE RE....,EWED BY: E. ELIAS 1/13/21 UL] CITY OF CARLSBAD uu 2 PUBLIC WORKS DEPARTMENT 2 2019-20 BRIDGE PREVENTATIVE MAINTENANCE EL CAMINO REAL STAGE 2 TRAFFIC CONTROL APPROVED HOSSEIN AJIDEN ENGINEERING MANAGER P.E. 75991 EXPIRES: 6130120 DATE DWN BY: VT PROJECT NO. DRAWING NO. CHKD BY: RB 6066-19 517-5 RVWD BY: CT