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HomeMy WebLinkAboutDWG 450-1; 3667-15; 2007 PAVEMENT OVERLAY PROJECT; 01-21EL CAMINO REAL OVERLAY AND STRIPING -SHEET 9 MONROE STREET OVERLAY AND STRIPING -SHEET 13 AV/ARA PARKWAY OVERLAY AND STRIPING-SHEET 10 CARLSBAD BOULEVARD OVERLAY AND STRIPING -SHEETS 14 & 15 PASEO DEL NORTE OVERLAY AND STRIPING-SHEET 12 AVENIDA ENCINAS OVERLAY AND STRIPf NG -SHEET 11 2007 EL CAMINO REAL OVERLAY -SHEET 8 STRIPING-SHEET 16 VARIOUS STREETS OVERLAY -SHEET 3 COLLEGE BOULEVARD OVERLAY -SHEET 7 STRIPING-SHEET 19 VARIOUS STREETS OVERLAY -SHEETS 2, 3 & 4 POINSETT/A LANE OVERLAY -SHEETS 5 & 6 STRIPING-SHEETS 17 & 18 VICINITY MAP NOT TO SCALE CONSTRUCTION PLANS FOR PAVEMENT OVERLAY PROJECT PROJECT NO 3667-15 CITY OF CARLSBAD CARLSBAD, CALIFORNIA CITY COUNCIL CLAUDE A. "BUD" LEWIS -MAYOR ANN KULCHIN -MAYOR PRO TEM MA TT HALL -COUNCIL MEMBER MARK PACKARD -COUNCIL MEMBER RAYMOND R. PATCHETT CITY MANAGER GLENNPRUIM PUBLIC WORKS DIRECTOR WILLIAM E. PLUMMER DEPUTY CITY ENGINEER FOR DESIGN NOTE: CONTRACTOR SHALL LOCATE ALL EXISTING UTILITY VAL VE BOXES, MANHOLES, VAULTS, SEWER CLEANOUTS, STORM DRAIN GRATES, INLETS AND SURVEY MONUMENT BOXES PRIOR TO OVERLAY AND PROTECT IN PLACE. ~ CITY OF CARLSBAD I SHEETS I 1-----+--r-------------+---+-----+--+-----I LU ENGINEERING DEPARTMENT 21 l----+---+-----------+---+----+-----+-----------1 PAVEMENT OVERLAY 2007 PAVEMENT OVERLAY PROJECT TITLE SHEET APPROVED WILLIAlj_.£.tLUMMER t-------t--t-------------+---t----+--+--------1 ~Ar,'; C: ~ ,_, t-------t--t-------------+---+---+--+--------t DEPUTY CITY ENGINEER PE 28176 EXPIRESJ 31 08 ATE 1---,-=-1-~-t-------------+---+---+--+--------t DWN BY: DATE INITIAL ,_□_ATE~I_NITI_AL-+--DA_TE~INI_TIA___,L CHKD BY: JS ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: wP PROJECT NO, I DRAWING NO. 3667-15 . 450-1 CARLSBAD BOULEVARD-~ OVERLAY & STRIPING SEE SHEETS 14 & 15 FOR AVENIDA ENCINAS STRIPING -SEE SHEET 11 ~□ ~ TRANSIT STATION JO ENTRANCE \ \ PALOM R AIRPORT \ COSTCO EN1RANCE 0 0 ;ii ~ FOR PASEO DEL NORTE STRIPING -SEE SHEET 12 FUCHSIA LN. POINSETTIA PARK ENTRANCE BEACON BAY DRIVE SEAHORSE COURT LIGHTHOUSE ROAD ROAD = .,, 's: 0 i 7) 'A ~ 8 1,, "f, "' C) t "' C, H LN, li, F, "' '1' fl) a, BOWSPIRIT 'II'(. ,,. 5 "" ;o Q ~ 0 0 ;o ~ ,:§j;' <5' ~ f:)· "' & ,$f- #-,ti \ TORREYANNA MARIPOSA ROAD "" 0 "' C, ,-..: z (/) 0 !; C, < "' C, a. < z (/) DAISY AVE. l z >-' 0 (/) >-' ::, !J5 "' < z ..J z < G I=! 15 Ii i ·(7· r < = ~ ~ ~\ I t;; n ARHM OVERLAY COLD MfLLED AREA EXISTING PAVEMENT TYPICAL SECTION N.T.S. COLD MILLED AREA -THICKNESS OF THE EDGE GR/ND AT THE GUTTER SHALL BE 1.5• FOR ARTERIAL ROADS AND 1.0" FOR OTHER ROADS. ARHM OVERLAY 1" LEVELING COURSE COLD MILLED AREA EXISTING PAVEMENT TYPICAL SECTION N.TS. OVERLAY (SEE SECTION A) COLD MfLLED AREA LEGEND: ~ ~ OVERLAY WITH LEVELING COURSE (SEE SECTION B) ---FOR AV/ARA PARKWAY SEE OVERLAY & STRIPING -SHEET 10 STRIPING NOTES: @ 4• DOUBLE YELLOW C[NTERLINE PER CAL TRANS DETAIL 22 ® 'STOP" PAVEMENT LEGEND (THERMOPLASTIC) @ 12" YELLOW CROSSWALK (THERMOPLASTIC) @ 12" WHITE LINE @ "STOP AHEAD" PAVEMENT LEGEND (THERMOPLASTIC) .....__ FOR POINSETTIA LANE SEE OVERLAY -SHEETS 5 & 6 STRIPING -SHEETS 17 & 18 NOTE: CONTRACTOR SHALL LOCATE ALL EXISTING UTILITY VALVE BOXES, MANHOLES, VAULTS, SEWER CLEANOUTS, STORM DRAIN GRATES, INLETS AND SURVEY MONUMENT BOXES PRIOR TO OVERLAY AND PROTECT IN PLACE. 1---t--+------------t--+---t--+---il SH2EET I CITY OF CARLSBAD ~1 ~==~=:::E:::N:::G:::IN=:E:::E:::R=:IN=G:::=:D:::E=:P=A=RT=M:::E:::N:::T==:::..:L£!_J==~ PAVEMENT OVERLAY 2007 STREET OVERLAY VARIOUS STREETS APP OVED WILLIAM E. PLUMMER I~~-• ~ ~i!ttl.----,-_z/~/47 t---+----+----------------+---i----i-----t------i 'DEPUTY CITY ENGINEER PE 28176 EXPIRESJ 31i6eDATE t---+----+----------------+---i----i-----t------t o~wN BY: PROJECT NO. l DRAWING NO. 2~~g ~~; ~ 3667-15 _ 450-1 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL PKWY. SCALE 1" = 400' LEGEND: ~ . , ,,_, \I.. l ROAD ROAD 8 < V) 0 "" "' COURT DRl'IE <( _, "" fr'. C, tJ 0 "" Vl ORTE OVERLAY (SEE SECTION A) MARITIME CORTE ORCHID/A 'i' ,, ln :t: \:3 7' r oi"' ~8 .,,3;: r-< SONGBIRD AVE. gi ,, ~ OCEAN CREST AV. o 0 ~ 0 :,. "' "' ,-:,. 7' r B88888$N OVERLAY WITH LEVELING COURSE (SEE SECTION B) ARHM OVERLAY COLD MILLED AREA EXISTING PAVEMENT TYPICAL SECTION N.T.S. 0) COLD MILLED AREA THICKNESS OF THE EDGE GRIND AT TH[ GUTTER SHALL BE 1.5" FOR ARTERIAL ROADS AND 1.0" FOR OlHER ROADS. ARHM OVERLAY 1" LEVELING COURSE COLD MILLED AREA EXISTING PAVEMENT TYPICAL SECTION ® N.T.S. . COLD MIU.ED AREA D ~Jl!Mll!'lil!lL_ l CONOSA WY. COMORANT AVE. STRIPING NOTES: TORBRIA TERR. FOR CASSIA RD. STRIPING SEESHEET 20 FOR DOVE LN. STRIPING SEE SHEET 20 ROAD POINSETTIA DRIVf 0 C: V) -< -< i:J <I, UMONITE CT. 0 T, ti) l, 0 :l1 -u ,.,, ,, Se DOVE L~ I!! o" 0 ' t,'J\~~~~=======-P~k~wY=·===================,.=~~----□---~---__,. CT. ( ) ~\ ~ <;; 2 <C c5: -~ ~OLIA AvE. s ~ 9' EJ.. REAL ___ ___s,;C:!\JAM~INf::!lO,L __ __:.:=:.::____ SCALE 1• = 400' SCALE 1" = 400' NOTE: CONTRACTOR SHALL LOCATE ALL EXISTING UTILITY VALVE BOXES, MANHOLES, VAULTS, SEWER CLEANOUTS, STORM DRAIN GRATES, INLETS AND SURVEY MONUMENT BOXES PRIOR TO OVERLAY AND PROTECT IN PLACE. 4" DOUBLE i'fLLOW CENTERLINE PER CAL TRANS DETAIL 22 "STOP" PAVEMENT LEGEND (TH£f?MOPLASTIC) 12" i'fLLOW CROSSWALK (THERMOPLASTIC) 1----------t---+------------+--+---+--+----I ~' S=H3E=ET='=C=I=T=Y==O=F==C=A=R=L=S=B=A=D=-=' =1=~1 ~ ENGINEERING DEPARTMENT 12" WHITE LINE "STOP AHEAD" PAVEMENT LEGEND (THERMOPLASTIC) DA TE INlllAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DA TE INITIAL CITY APPROVAL PAVEMENT OVERLAY 2007 STREET OVERLAY VARIOUS STREETS APPROVED WILLIAM £. PLUMMER ,?'(,!~ -c"-~ ..... .., .'?/µJ./1)7 - DEPUTY CITY ENGINEER PE 28176 EXPIRESJ J1!0Bot:iE OWN BY: PROJECT NO. I DRAWING NO. 2~~g ~~;-~---3667-15 . 450-1 \ I ) ) 2§ 0 z :s ~ :,: >-' V> 8 0 ,. J V1STA EL CAMINO REAL __________ PLAZA . .!:'DR"'-. ~01/A--- OVERLA Y AND STRIPING -SEE SHEET 9 '!!. ------~ RD. MONROE STREET STRIPING-SEE SHEET 13 ROVE AVE. WINT REEN DR. DOREET WAY ~ r INECREST ARHM OVERLAY COLD MILLED AREA EXISTING PAVEMENT TYPICAL SECTION ® N.T.S. CO{D MILI.F.D ARE'A ◊~- THICKNESS OF THE EDGE GRIND AT THE GUTTER SHALL BE 1.5" FOR ARTERIAL ROADS AND 1. O" FOR OTHER ROADS. WAY SCALE 1• = 400' n _.,__ !::I \.1 Los ~ SANros cS 11A F"R-41ic1scA 0~ ""' '" 49 V11' •Rs\'lJ1' '< t ?I " ,. i' § WA!!Ql1e c7f EL CAMINO REAL OVERLAY -SEE SHEET 8 STRIPING-SEE SHEET 16 -- C SUSANA □ ;£ !)j ., ~ >' "' C, <( > CAR "" I VlA OE C "' ~;-o ~ '% I ,, GARY CIR. 0 '° CAMINO ~ ::::1 ---' 0 u SCALE 1" = 400' COSMOS CT. VI A COLLEGE BOULEVARD OVERLAY -SEE SHEET 7 STRIPING -SEE SHEET 19 0 ; 0 SCALE 1" = 400' NOTE: CONTRACTOR SHALL LOCATE ALL EXISTING UTILITY VALVE BOXES, MANHOLES, VAULTS, SEWER CLEANOUTS, STORM DRAIN GRATES, INLETS AND SURVEY MONUMENT BOXES PRIOR TO OVERLAY AND PROTECT IN PLACE. '---t---+-----------1----+----l---l---=-~ '-I S=H4E=E=T l~C=IT=Y==. =O;=F====C=A=R=L=S=B=A=D=='--'===; • r ENGINEERING DEPARTMENT PAVEMENT OVERLAY 2007 STREET OVERLAY VARIOUS STREETS APPROVED ~ILL/AM,..HL MM[R DEPUTY CITY ENGINEER PE 28176 EXPIRESJ DATE INITIAL DATE INITIAL DWN BY: PROJECT NO. 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CONTRACTOR SHALL LOCATE ALL EXISTING UTILITY VALVE BOXES, MANHOLES VAULTS SEWER CLEANOUTS, STORM DRAIN GRATES INLETS AND SURVEY MONUMENT BOXES PRIOR TO OVERLAY AND PROTECT IN PLACE I ENGINEERING DEPARTMENT 1 1--,===t==⇒===================t==±==i==Jt==i Fl S=H5E=ET::'...:I =C=I=T~Y~O~F~C~A~R~LS=====B=A=D=:'....'::I ==::=!I PAVEMENT OVERLAY POINSETTIA LANE OVERLAY DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL OWN BY: _.,;ig;,__ CHKD BY: _,,.,JS,,__ RVWD BY: v.P PROJECT NO. 3667-15 DRAWING NO. 450-1 LEGEND: '77~ ~~1 ·------_.,__---------. , I \ \\ AREA OF ASPHALT RUBBERIZED HOT MJX (ARHM) A.G. GRIND (HEADER CUT) 5' WIDE A.G. GRIND (COLD MILL) II \ 1.5~ POINSETTIA A 2.0" THICK A.G. OVERLAY EXISTING AC/AB SECTION NTS TYPICAL SECTION SCALE 1 " = 50' 20' 2.0• "'I coc--_..,_--11:,...i1 EX/SJ.Add ~ EXIST. AB. -----o.o· A.G. GRIND HEADER CUT TYPICALN~E~TION (9 --A LN. A I I I I J I I I I I I I I I I I I ii ~ ----·-. A NOTE: CONTRACTOR SHALL LOCATE ALL EXISTING UTILITY VAL VE BOXES, MANHOLES, VAULTS, SEWER CLEANOUTS, STORM DRAIN GRATES, INLETS AND SURVEY MONUMENT BOXES PRIOR TO OVERLAY AND PROTECT IN PLACE. l----+--+-----------1---1---------l---+---I I SH6EET I CITY OF CARLSBAD ~1 ~::::::='..==:::E:::N::G:::IN:=E::E:::R::IN::G:::::D:::E::P::::A::R::::TM:::E:::N::::T==::'..:L£L_j:::::::::::=: DATE INITIAL DA TE INITIAL DA TE INlllAL ENGINEER OF WORK REVISION DESCRIPTION ···-+---~-......... OTHER APPROVAL CITY APPROVAL PAVEMENT OVERLAY POINSETTIA LANE OVERLAY APPROVED WILLIAM E. PLUMMER #!(i{6 t;Q4; '" -n ~/b7 DEPUTY CITY ENt!NEER PE 28176 EXPIRESJ/J1i:.WTE1 DWN BY: ·• I PROJECT NO. I DRAWING NO. ~~~g ~~'. -~-L._ __ 3_6_6_7-_1_5 _ __,_ 450-1 I J ; I ' I AREA OF ASPHALT RUBBERIZED HOT MIX (ARHM) A. C. GRIND (HEADER CUT) 5' WIDE. A.C. GRIND (COW MILL) 1.5" SCALE 1 • = 50' -A -:-'<7 "'""~ -------,~~"S~~"';?:~~~ 2.0' THICK ARHM OVERLAY EX. MEDIAN COLDMILLEDAREA VARIE.S8'-18' o.o· NTS 5' o.o· EXISTING AC/AB SECTION TYPICAL SECTION COLD MILLED AREA Jl _J 1.5" 20' 2.0• I c > I EX/SJ.A~: ~ EXIST. A.8. -.._: 0.0" A.G. GRIND HEADER CUT TYP/CALNs:.scrroN (9 I NOTE: CONTRACTOR SHALL LOCATE ALL EXISTING UTILITY VALVE BOXES, MANHOLES, VAULTS, SEWER CLEANOUTS, STORM DRAIN GRATES, INLETS AND SURVEY MONUMENT BOXES PRIOR TO OVERLAY AND PROTECT IN PLACE. f----+---+--------------+---+----4----+----l I SH7EET I CITY OF CARLSBAD ~1 ::==:::::":::=:::E:::N:::G:'::IN:::E:::E:'::R:'::IN:'::G:::::::D:'::E=P=AR=T:::M:::E:::N:::T==='-'=L?1._J===: DA TE INITIAL DA TE 1Nl11AL DA TE INl11AL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL PAVEMENT OVERLAY COLLEGE BOULEVARD OVERLAY APPROVED WILLIAM E. PLUMMER DEPUTY CITY ENGINEER PE 28176 EXPIRES3 31 ·§~f OWN BY: ... I CHKD BY: ~ RVWD BY: . PROJECT NO. 3667-15 DRAWING NO. 450-1 0 -.,J ~ o.G') -~ I\) (J1 .... 9 .... I I I f I I LEGEND: s VIDEO DETECJ70N REQUIRED FOR N/B APPROACH 8m AREA OF ASPHALT RUBBERIZED HOT MIX (ARHM) --AC. GRIND (HEADER CUT) ----5' WIDE A.G. GRIND (COLD MILL) IL L 1.5" COLD MILLED AREA 5' 0.0" NTS -A 2,0" THICK ARHM OVERLAY EX.MEDIAN VARIES 8'-18' 5, CCLD MILLED AREA Jl ~' ·~.· ",t ___J ---·~- 0.0" EXISTING AC/AB SECTION 1.5" TYPICAL SECTION EL CAMINO REAL ------------------------ 20' 2.0• I• ►I EX/SI. A0': I l EXIST. A.B. ~o.o· A.G. GRIND HEADER CUT TYPICALNS:SCTION (9 -A C SCALE 1• = 50' I I l VIDEO DETECTION REQUIRED FOR S /B APPROACH f- 1:h -.J s: 0 iii CQ /iJ (/) \ \ \ \' \ \ ,\ ' . \ NOTE: CONTRACTOR SHALL LOCATE ALL EXISTING UT/LITYVALVEBOXES, MANHOLES, VAULTS, SEWER CLEANOUTS, STORM DRAIN GRATES, INLETS AND SURVEY MONUMENT BOXES PRIOR TO OVERLAY AND PROTECT IN PLACE. ___ .......,_ ________________ I SHBEET I CITY OF CARLSBAD ~1 ENGINEERING DEPARTMENT ~ :====-===p==~=VE::::M:::E;=N::::T O::::V::::E:::::RLA==Y===.':::====: 1----+---+--------------------+---+----+---+----I DATE INITIAL DA TE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL EL CAMINO REAL OVERLAY CARLSBAD VILLAGE DR. TO CHESTNUT AVE. APPROVED WILLIAM f;J__IJMMER #4".t~ Z: ~ 2 • • -;t,~/47 .DEPUTY CITY ENGINEER PE 28176 EXPIRESJ 31 0BDtTE DWN BY: PROJECT NO. DRAWING NO. CHKD BY: -;£;JS,,__ RVWD BY: WP 3667-15 450-1 \ [7 [7 LEGEND: ~ ---- \ \ \ --------------------------- AREA OF ASPHALT RUBBERIZED HOT MIX (ARHM) AC. GRIND (HEADER CUT} 5' WIDE A.G. GRIND (COLD MILL) ' \ \ _____ , _____ _ -A ---------------------------------- 10 9 100 u: ----------------- -------------------------- ------------------------ 2.0" THICK ARHM OVERLAY EX MEDIAN COLD MILLED AREA VARIES 8'-18' 12' 12· 10· IO' 12· 12' ----------------------- '-3~ SCALE 1• = 40' COLD MILLED AREA EXISTING AC/AB SECTION NTS TYPICAL SECTION 2.0· 1• 20' ►i I I ---EX/STA . ~ EXIST. A.8. --<.. 0.0" A.G. GRIND HEADER CUT TYPICAL Ns:scTION (9 9 !00 Lf. L 10' 12' 12' ' I I \ I ) \ ' -' -----; EL CAMINO REAL ----------- ----- ------------------------------------------- SCALE 1" = 40' 3 10 9 10() L.F. 3 IVL \ \ I \ EL CAMINO REAL ----- ~ ------- 12' 12' 12' ------------------- 10 STRIPING NOTES: @ 4" WHITE LANE LINE PER CALTRANS DETAIL 10 8" WHITE CHANNELIZING L/Nf PfR CAL TRANS DETAIL JBC 3 6" WHITE B!Kf LAN£ UN£ PER CAL TRANS DETAIL 39 9 6" WHITE B/Kf LANE INTERSECTION LINE PfR GAL TRANS DfTAIL 39A LL 12" WHITE LIMIT LINE (THERMOPLASTIC) @ 12" WHITE TWO-LINE CROSSWALK (THERMOPLASTIC) @ TYPE IV (L) PA VEMfNT ARROW (THERMOPLASTIC) @VI TYPE IV (R) PAVEMENT ARROW (THfRMOPLASTIG) @ TYPE VI PA VEM[NT ARROW (THERMOPLASTIC) @ "BIKE LANE" PAVEM[NT LfGEND AND ARROW (THERMOPLASTIC) @ SPEED PAVEMENT LEGEND (1f/£RMOPLASTIC) 5' 12' 12' 12' 10' 10' 12' ' s:. ' 1;i ~ \ z ~ \ NOTE: CONTRACTOR SHALL LOCATE ALL EXISTING UTILITY VALVE BOXES, MANHOLES, VAULTS, SEWER CLEANOUTS, STORM DRAIN GRATES, INLETS AND SURVEY MONUMENT BOXES PRIOR TO OVERLAY AND PROTECT IN PLACE. t==➔==➔===================t==i===i===t==J I SH9EET I CITY OF CARLSBAD ~ I ENGINEERING DEPARTMENT ~ PAVEMENT OVERLAY EL CAMINO REAL OVERLAY t===+===t======================t===t==j===j===i ~~'='~HWY~~78=!;7i~O,ggM.~!AR~RE:O~N~R~OA9=!D~=== I APPROVED W!LUAW~MfR t====~===t=========================t===±===j====t==j /4.«Wa r::-~ ...... , . 2.~/47 1 DEPUTY CITY ENGINEER PE 28176 EXPIRES3 31 '08Dlfri7 ID!DA<TTErl111N"11TinAAJLf---------------kDAc-:TE=:-f-1ccNI-TIA-L+-0A-TE-1--IN_ITI_A_L_J OWN BY: I PROJECT NO. I DRAWING NO. ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL crIT APPROVAL ~~~g ~~; ~ v'i, -3667-15 . 450-1 STRIPING NOTES: @ 4' WHITE LAN[ LINE PER CAL TRANS DETAIL 12 @ 4• DOUBLE 'IELLOW MEDIAN PER CALTRANS DETAIL 29 @ 8" CHANNELIZING LIN[ PER CAL TRANS lJE.TAIL JB ® ~ ® ® @ 6" WHIT[ BIKE LANE LINE PER CAL TRANS DETAIL J9 6" 'Mi/TE BIKE LANE INTERSECT/ON LIN[ P[R CALTRANS O[TAIL J9A TYPE IV PAVEM[NT ARROW (IHERMOLPASJ/C) "SIGNAL AHEAD' PAVEMENT LEGEND (11/ERMOPLASJ/C) 'BIKE LANC PAVEMENT LEGEND AND ARROW 12" WHITE TWO-LINE CROSSWALK (THERMOPLASTIC) LEGEND: AREA OF ASPHALT RUBBERIZED HOT MIX (ARHM) A.C. GRIND (HEADER CUT) 5' WIDE A.G. GRIND (COLD MILL) COLD MILLED AREA EX.MEDIAN VARIES 8'-18' -. -~~·-•·"•-~---.. ------ ~ .... ------... 2.0" THICK ARHM OVERLAY 5' COLD MIUED AREA EXISTING AC/AB SECTION NTS TYPICAL SECTION - 200 L.F. RAISED MEDIAN ----------- 12 20' 2.0" 1,r; ~ I EX/SIA~: ~ EXIST. A.B. '0.0" A.G. GRIND HEADER CUT TYPICAL SECTION (9 N.TS. ~♦ SCALE 1" = 40' 12' ----- J fVl C L I I I -+-------1-------- J C::;f} SCALE 1" = 40' 9 /Vl 9 200 LF. NOTE: CONTRACTOR SHALL LOCATE ALL EXISTING UTILITY VAL VE BOXES, MANHOLES, VAULTS, SEWER CLEANOUTS, STORM DRAIN GRATES, INLETS AND SURVEY MONUMENT BOXES PRIOR TO OVER.LAY AND PROTECT fN PLACE. ~ CITY OF CARLSBAD~ 1----+---+--------------t-----t-----t---t----;LJQ_J ~:::::::::o:='....:::==:EN::::G:::lN::::E:::E:::Rl~N:::G~D~E:::PA:::R~T::::ME:::N:::T==~~==1~ PAVEMENT OVERLAY AV/ARA PARKWAY OVERLAY AND STRIPING APPROVED WILLIAM £. MER ' ."?//Ah7 DEPUTY CITY ENG NEER PE 28176 EXPIRESJ 31 ohbA'rfT 1----+---+--------------t----i---t---t----i DA TE INITJAL ENGlt-iEER OF WORK DATE INITJAL REVISION DESCRIPTION DA TE INITIAL OTHER APPROVAL CHY APPROVAL DWN BY: CHKD BY: JS RVWD BY: WP PROJECT NO. 3667-15 DRAWING NO. 450-1 ' ! J9 J 3 100 L.F. 200 L.F. 2 J ----------------------- ---------;,7i'4~-------~~-------~-= --------- - ---·-- - ---· -- --- --· -- - B' ------ ---- ,&'ID' ------------------------- 14' s· SCALE: 1• = 40' 2 J 100 L.F. L J J A-AVENIDA ENCINAS -... ..,.....,_.----------- B' ----------14' === f)' 14' , _.., ... ________ -- _.,.._5 ------.. ---------------------;;,,-------- A- STRIPING NOTES: 4• DOUBLE YELLOW CENTERLINE PER CAL TRANS D[TAIL 22 4• DOUBLE YfLLOW TWO WAY LEFT TURN LANE PER CAL TRANS DETAIL 32 8" WHITE CHANNQIZING LIN£ PER CAURANS D[TAIL 38 8" WHIT[ CHANN[UZ!NG LIN£ PER CALTRANS DETAIL J8A 6" W'ri/TE BIKE LAN£ LIN£ PER CAL1RANS D[TAIL 39 6" WHIT[ BIKE LANE INTERSECTION LJNf PER CALTRANS DETAIL J9A 12' WHIT[ LINE (PAINT) 12• WHIT[ TWO-LINE CROSSWALK (THERMOPLASTIC) TYPE IV (L) PAVE:MENT ARROW (TH[RMOPLAS71C) TYPE IV (R) PA Vl:M£NT ARROW (TH£RMOPLAST/C) "BIKE LANE" PAVEMENT L£GfND AND ARROW (IHERMOPLAST/C) ----- 9 200 L.F. I I ~ -------...........__ --------------- J A.._ AVENIDA ENCINAS I I j J 100 L.F. J ---------------------------- B' 14' 5' 10' 14' 5' ---------------------- 8' ----------------- A- 9 200 L.F. OP 'NC ___ -... __ ------- Wl @ 25' o.c. AT 45' @ 200 L.F. SCALE 1• = 40' 10· ' I I I I I I ----------. 8' -------------/-- 5' 14' 60' ;;---...Z..--------, 0,--"0P""EN/Nn=---,.J ~= L ' 5' 14' 8' 2 J 1.5" NEED VIDEO /Jf:itC710N FOR SOUTHBOUND LEG SB NB 2.0" THICK ARHM OVERLAY 1" LEVEiUNG COURSE i ---cc--~s------..,,...,1,_5• COLD Mil LED AREA EXISTING PAVEMENT COI.DMJLLEDAREA TYPICAL SECTION C9 N.TS 2.0· I EXIST.A(:, EXIST.AB. 20' io, I I ¼COO" AC. GRIND HEA.DER CUT TYPICAL SECTION (:) N.TS. NOTE: CONTRACTOR SHALL LOCATE ALL EXISTING UTILITY VALVE BOXES, MANHOLES, VAULTS, SEWER CLEANOUTS, STORM DRAIN GRATES, INLETS AND SURVEY MONUMENT BOXES PRIOR TO OVERLAY AND PROTECT IN PLACE. l----+--+------------+--+----t----+----t [SH1E1ET j CITY OF' CARLSBAD ENGINEERING DEPARTMENT ;::==:'....'::::===P,='A=VE=M=. E=N=r=o==vE=R==LA=:::Y =:::::..====: DA TE INl11AL DATE INl11Al DAT£ INlllAL ENGINEER Qf WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL AVENIDA ENCINAS OVERLAY AND STRIPING OWN BY: PROJECT NO. DRAWING NO. CHKD BY: JS RVWD BY: WP 3667-15 450-1 --- BL STRIPING NOTES: <@ 4" DOUBL[ i'ELLOW CEN'fERLJN£ PER CAL TRANS DETAIL 22 @ 4" DOUBLE YELLOW TWO WAY LEFT Wf?N LANE PER CAL TRANS DETAIL 32 @ 8" WHITE CHANNELIZING LINE PER CALTRANS DETAIL J8 @ 6" WHITE BIKE LANE LINE PER CALTRANS DETAIL 39 @ 6" WHITE IJIKE LANE INTERSECTION LINE PER CALTRANS DETAIL 39A @ @ ® @ ® 12• M/11'£ TWO-LINE CROSSWALK (THERMOPLASTIC) TYPE IV (L) PA V[MENT ARROW (THERMOPLASTIC) "!311([ LAN£" PAVEMENT LEGEND AND ARROW (7H£RMOPLASTIC) "SIGNAL AHEAD" PAVEMENT LEGEND (TH£RMOPLAS11C) "PED XING' PAVEMENT LE:GEND (n-lERMOPLAS11C) J 9 200 L.F. L -A J ----------------- -A .....,A 8' 5' 14' ·-------- 8 5, 14' 10' 1.5" 10' ~---------------- J L = === 9 200 L.F. 2.0" ARHM OVERLAY COLDMJLLED AREA EXIST/NO PAVE:MJ;NT TYPICAL SECTION ® N,T.8. I"" 2.0" I \1 EX/SI.AC EXIST. AB, 2Q' >I I L A.C. GRIND HEADER CUT TYPICALSECTION (9 N.T.S. 1.5" COLD MILLED AREA SCALE 1" = 40' BL PASEO DEL NORTE 8' 5' 14' 10' ---------------------------------------- L 100 L.F. 200 L.F. J PASEO DEL NORTE ,,..,.===------------- 8' ---------------- BL ss*- SCAU: 1• = 40' 9 '200 L.F. -A 8 --------/ -------------------------------------- 3 --A BL 8' ___________ , =----------~ -- A 200 L.F. 9 100 L.F. A 9 100 L.F. ---------- 8' ----------. /. ------s· 14' 10' 5' 14' iVL 100 L.F. ® ~ NEED VIDEO DETECllON FOR SOUlHBOUND LEG NOTE: CONTRACTOR SHALL LOCATE ALL EXISTING UTILITY VALVE BOXES, MANHOLES, VAULTS, SEWER CLEANOUTS, STORM DRAIN GRATES, INLETS AND SURVEY MONUMENT BOXES PRIOR TO OVERLAY AND PROTECT IN PLACE. ~ CITY OF CARLSBAD ~ t----+--+---------------------ie-----+---1---+-----I ::LlLl==· =-==E=N=G=IN=E=ER:::l:::N=G=D=E=PA:::R:::T:::M::EN:::T===-=L£!....J==1=: PAVEMENT OVERLAY PASEO DEL NORTE OVERLAY AND STRIPING ~~~---APPROVED WILLIAM f. PlUMMER l------+--+----------------11----1-----4---+---l~D~EP~U~TY~C~I~~--fcN~Gl~NE~ER~P~E-2~81~7-o-EX_P_IR_E_S_J_Jl·~~7 DA TE INITIAL DATE INlllAL DATE ENGINEER OF WORK REVISION DESCRIPTION INITIAL JS WP PROJECT NO. 3667~15 DRAWING NO. 450·1 I 9 200.J,L-------· -- >-~ ~ 0 t5 12' -----~ 12' 5' -~ ------_, I [ I I 'Q::: I /,~ I I , ,ff 'i I L $CAL£ 1• "' 50' 200 LF. ----------- ___ ,.,._ ----,,..,,,,.._. -- 3 STRIPING NOTES; @ 4" .WHITE LANE LINE PER CAL TRANS DfTAIL 12 @ 4" DOUBLE YELLOW CENTERLINE P£R CALTRANS DETAIL 22 @ 4" DOUBLE iicLLOW MEDIAN PER CAL TRANS DETAIL 29 12 @ 4" DOUBLE filLOW TWO WAY t£FT FURN LANE PER CAL/RANS DETAIL 32 @ fJ" WHITE: CHANN/;:LJZING LIU£ P£fl CAL TRAW$ 0£:TAIL 38 .~-6" WHITE BIKE LANE LINE P£R CAL TRANS DETAIL 39 @ 6" WHITE BIKE LANE INTERSECllON LINE P[R CALTRANS DETAIL 39A @ 12" 'Mi/TE TWO-LINE CROSSWALK (THERMOPLASTIC) @ TYPE IV (L) PAVEMENT ARROW (THERMOPLASTIC) i;L· TYP£ IV (R) PAVEMENT ARROW (THERMOPLASTIC) "BIKE LANE" PAVEMENT LEGEND AND ARROW (THERMOPLASTIC) "S1GNAL AHtAD" PAVEMENT LEGEND (THERMOPLASTIC) ----- IVL 12 SA 12 2 200 LF. Ill 2.0' ARHM OVERLAY COW MILLED AREA EXISTING PAVEMENT TYPICAL SECTION ® N.T.S. EXIST. A,(. ~ EXIST.AB. ~O.D" A.C. GRIND HEADE:R CUT TYPICAL $!::CT/ON ® N.T.S. COLD MlllED AREA I , ( 2 12 3 J IVL 9 200 L.F. 12 ----4f.C!tt@1: sr ---:... 3 125 L.F. 3 12 =---- SCALE 1" " 50' 125 L.F. J .... .._ ---------------------- 150 Lr. 7 1t -· ----------------~~ - "'"-'----=._--==-=" - 10' -------l-< ~O'TAPfR • _ _J2:.. _-_ ------ 9 200 LF. 200 L.F. 12 100 L.F. 39 BL 3 L 5' 12' ---•" ~ --- ------ Wi 35 L.F. 2-50 L.F. NOTE: \ \ Ill \ ' 100 L.F. \ \ \ \ CONTRACTOR SHALL LOCATE ALL EXISTING UTILITY VAL VE BOXES, MANHOLES, VAULTS, SEWER CLEANOUTS, STORM DRAIN GRATES, INLETS AND SURVEY MONUMENT BOXES PRIOR TO OVERLAY AND PROTECT IN PLACE. m tP m .... i .... m ~ i------+--+--------------+--+--+---1-----1 :=I =3=-! '=c=II=!==J=t-jE=='.~==Rf==NG==c===Dt=p=~=~=-· ·=]=A=D=-=I =1=! PAVEMENT OVERlA Y MONROE STREET OVERLAY AND STRIPING DATE INITIAL DATE INffiAL DA TE INlllAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL --------------------- - LEGEND: ---- AREA OFASPHALT RUBBERIZED HOT MIX (ARHM) AC. GRIND (HEADER CUT) 5' WIDE AC. GR1N/J (COJ.f)MlLLi 3 -A 2 - 12 2.0" ARHM OVERl,A Y COLD MJUED AREA EXISTING PAVEMENT TYPICALNSf~TfON ® 2.0· 1-.: 2iJ' ►l tx$1/2.~: -L EXJST. AB. ----<: 0:0" A.C. -GRIND HEADER CUT TYPICAL SECTION ® N.T.S. 200 L.F. I A A N££D \IJOEO DETECTION FOR S/B APPROACH 3 12" YfLLOW UNE @ 40' O.C. ND 45' TYPICAL SCALE 1• = 50' SCALE 1• = 50' ___ ... NOTE: CONTRACTOR SHALL LOCATE ALL EXISTING UTILITYVALVEBOXES, MANHOLES, VAULTS, SEWER CLEANOUTS, STORM DRAIN GRATES, INLETS AND SURVEY MONUMENT BOXES PRTOR STRIPING NOTES: TO OVERLAY AND PROTECT IN PLACE. @212 4• WHITE LANE LINE PER CALTRANS DETAIL 12 <g& 4• YELLOW LEFT EDGELINE PER CALTRANS DETAIL 24 i---+-+------------+---1-----1---1----1 ~ CITY OF CARIS BAD I SHEETS I @ 4" WHITE RIIJHT EOGELINE PER CALTRANS DETAIL 27B .. ---_ __ _ L!iJ ENGINEERING DEPARTMENT 21 @ 8" WHITE CHANNELIZING UN£ PER CAL TRANS DETAIL 38 PAVEMENT OVERLAY @r 6" WHITE BIKE LANE LINE PER CALTRANS DETAJL 39 SOUTHBOUND CARLSBAD BOULEVARD @ .. [L 6" WHITE BIK[ LANE INTERSECTION LINE PER CAL Tl?ANS DETAIL 39A OVERLAY AND STRIPING @ 12" WHITE LIMIT UN£ (THERMOPLASTIC) : TO 500' NORTH OF BREAKWATER RD. @ 12" WHITE TWO-·LINE CROSSWALK (THERMOPLASTIC) MMER (l) rtf'f.. I PA \fi/1'::Nf ARROW (THERMOPLASTIC) :l / ~ , @ TYPE IV (L) PAVEMENT ARROW (THERMOPLASTIC) Ef>UTY CITY E'.NGINEI'R PE 28176 EXPIRESJ JI 'iJ1;&7 @ "BIKE LANE" PAVEMENT LEGEND AND ARROW ('/HERM<JPLAS11C) lii'ioAmTE7"!NliiiniAAL.t--------------+-:-DA--::TE-1--,-MJTI"""A_L-f...-.----1--..f DWN Y: PROJECT NO. DRAWING N • RE " DA TE INITIAL CHKO BY 'S ---------------------------------------------JS~A~~s:1G:N:AL_A:H:EA:o~·~P:AVE:-=ME~N~T~L£~G£~N:D~(Ti:HE:R:M~OPL~AS~n~c)~-----------------------fl-JGJNE'.£R OF WORK VISION DESCRIPTION 0~ APPROVAL CITY APf'ROVAL RVWD BY; WP 3667-15 i <i :I: ,..... I -A I -:z. m --~-~...._ --.--ili=·.-F -.... ---7T - 12· 12' .1 12' --1---· I (j) m (j) :I: J ~ 200 L.F. m -I .... .t,. ---·------•r -A-·-----------__._ __ E~~=~~=--==-*=~-=-=:=~------------,--~=::::::::=- fit (/j 12 #' </.~ ./2.0" ARH~ OVERLAY LEGEND: --AREA OF ASPHALT RU8BERIZEV HOT MIX (ARHM) AC. GRIND {HEADER CUT) 5' Wl[)E A.G. <,RIND (GOLD MILL) CO!.f) Mll.l.ED AREA '\. EXISTING PAVEMENT TYPICAL SECTION ® N.7:/J, A.G. GRIND HEADER CUT TYPICAL SECTION ® N.T.S. \ \ COI.D MIi.LED AREA Q! 250 L.F. - STRIPING NOTES: @ 4• WHITE LANE UN£ PER CALTRANS .DETAIL 12 ?' 2 '' 4• YELLOW LEFT EDG£L/N£ P£R CALTRANS DETAIL 24 ,. ,; • 4" WHITE RIGHT fDG£LIN£ PER CAL/RANS D£TAIL 278 '"· J 8" WHIT£ CHANNELIZING LINE PER CAL TRANS DETAIL 38 6" WHITE 8/KE LANE LINE P£R CAL TRANS DETAIL J9 6" WHIT£ BIKE LANE INTERSEC170N LINE PER CAL JR ANS DETAIL J'JA 12' WHITE TWO-LINE CROSSWALI< (711£RMOPLAS17C) TYPf I PA Vf!MENT Af/F/OW (MIIMOPLAS17C) TYPf IV (L) PAVEMENT ARROW (THERMOPf.AST/C) "BIKE LANE" PAVfMENT LEGEND AND ARROW (THERMQP(.ASTIC) "SIGNAL AHEAD" PA \!EMENT LEGEND (711ERMOPLAS17C) . NEED VIDEO DET£C170N FOR S/8 APPROACIJ CARLSBAD BOULEVARD A - A 12 SCA!£ I" • 50' , \~ SCA!£ 1" = 50' NOTE: .... m _, ~ C> _, co fit er., CONTRACTOR SHALL LOCA Tl:. ALL EXISTING UTfL/TY VAL VE BOXES, MANHOLES, VAULTS, SEWER CLEANOUTS, STORM DRAIN GRATES, INLETS AND SURVEY MONUMENT BOXES PRIOR TO OVERLAY AND PROTECT IN PLACE. C ~ CITY OF CARLSBAD ~ ~====~====t============================j=====t====!====j:::j ~ ENGINEERING DEPARTMENT L1'..LJ PAVEMENT OVERLAY SOUTHBOUND CARLSBAD BOULEVARD. OVERLAY AND STRJPJNG t----+--1:---------------+--+--+--+---l ·500'NORTHOF SOLAMARDR. TO500'!',JORTHOF BREAKWATER DR APPROVED WllcL/~M f:~PWMMER ~A:, , ,, _, • -, ::i/.,t.t:_/4 7 t----t--t----------------f--+---1---l----1 DEPUTY Cl'fY ENGtNEER PE 28176 EXPlRESJ/J!MDATE ~~~Bi~~ f I P366c1~15 I DR450~1No. OATE INITIAL ENGINEER Of' WORK REVISION DESCRIPTION DATE !Nl11AL DA TE lf>il11AL OlHER APPROVAL CITY APPROVAL I , I J I I I I I ' I STRIPING NOTES; I I I @ 4• WI/flt LANE LINE PER CALTRANS DETAIL 12 @ 8" WI/flt CHANNELIZING LINE PER CAL TRANS DET Ali 38 @ 6" i'M/1£ BIKE LANt UN£ PtR CAURANS DETAIL J9 It ~ 6" 1#1(/E BIKf LANE INTERSECTION UN£ PER CAL TRANS O.:TA/L 39A 12" ViMTf LJM/T UN£ (THERMOPLASTIC} @ ® @ @ 12" WI/IT[ TWO·-LINE CROSSWALK {THERMOPLASTIC) TYPE IV (L) PAVEMENT Al?f/OW (THERMOPLASTIC) "BIKE LANE" PAVEMENT LEGEND AND ARROW (THERMOPLAS?IC) "SIGNAL AHEAD" PAVEMENT LEGEND (THERMOPLASTIC) I. J 12 L EL CAMINO REAL --------------------------------------~------ __.--RAISED MEDIAN 12' -----------------.. ----. --~ -·--------~ ----~ --= ·-------------"-'-~ 12 SCALE 1• = 50' J 12 EL CAMINO REAL ____________ _ -----______ -.,,_ ------------ 1 L 12' B' 20D L.F. SCALE 1 • = 50' \ I I l NOTE: CONTRACTOR SHALL LOCATE ALL EXISTING UTJUTY VAL V£ BOXES, MANHOLES, VAULTS, SEWER CLEANOUTS, STORM DRAIN GRATES, INLETS AND SURVEY MONUMENT BOXES PRIOR TO OVERLAY AND PROTECT IN PLACE. ··· 1 SHEET I CITY OF CARLSBAD l SHEETS 1 1--------l---1------------------t---t--+---t----l 16 ENGINEERING DEPARTMENT 21 l------l------+------------1--t-----ir-----t--; PAVEMENT OVERLAY '.A_~_I EL CAMINO REAL STRIPING CARLSBAp VILLAGE DR. TOCl:fESTNUT AVE. !-----+--+---------.--•>·-· --~+---t----+--·--t"---1 ~'=""'~~~~~~~=============; APPROVED WILLIAM ~r M2.4:G:t ·, ,; ' ::?z'io1.!I« ... I . . :1 l,/4/4-:;. DEPUTY cnY ENGINEER Pt: .2811e EXPIRESJ 31 il'8oAtE DWN BY: L PROJECT NO. ! DRAWING NO. ~~ ~~: . ~ 3667-15 . 450-1 OA lE INITIAL ENGINl'£R ()I' WORK REV!SfON DESCRf PT!ON OA'lE lffillAL OAlE INITIAi. OTHER APPROVAi. CITY APPROVAL ,,. LL --·---------------11' RAISED MED/AN 2f)' ----~-----5' H' STRIPING NOTES: 4• WHITE LANE LINE PER CAL TRANS DETAIL 12 4• WHfTE LANE UN£ PER CAL TRANS DETAIL 1J IJ 4 • DOUBLE '/1i'LLOW M£fJJM! PER CAL TRM!S DETAIL 29 8" WHITE CHANNELIZING UNE PER CAL TRANS DETAIL J8 8" ltHITE CHANNELIZING UN£ f'tR CAL TRANS DETAIL J8C 6" WHITE 81/(E LAN[ UN[ P[R CALTRAN$ O[TAIL J9 6" WHITE 8/KE LANE INTERSECTION LINE PER CAL TRANS DETAIL J9A 12" ltHITE UN£ (PAINT) 12" WHITE UMIT LINE (THERMOPLASTIC) 12• Wffl'ft TWO-UNE CROSSWALK (THERMOPLASTIC) TYPE IV (L) PAV£MENT ARROW (1HEJIMOPLASTIC) TY'PE IV (R) PAVfMENT ARROW (TIIERMOPLASTIC) "8fKE LAN£" PAVEMENT LEGEND ANO ARROW (THERMOPLASTIC} "SIGNAL AHEAD" PAVEMENT LEGEND (THERMOPLASTiC) L SCALE 1• = 50' I 100 L.F, r 200 L.F. f I f f I ' I I L 12 200 LF. J 12 POINSETTIA ---------------------------- J SCALE 1" = 50' 12 --------------~ ~ ----- ------------ LN. J LN. M. ---------------- 12' ~ "' 200 LF. ~ 12 i I I L ------- -~--_....--------------------------- 12' I I I I I -- I I I f I f I ( -----~ 200 LF. ~, 7 """ t)~, I ~ ~ / ~ ;u~i I I ~ NOTTE: CONTRACTOR SHALL LOCATE ALL EXISTING UTILITY VALVE BOXES, MANHOLES, VAULTS, SEWER CLEANOUTS, STORM DRAIN GRATES, INLETS AND SURVEY MONUMENT BOXES PRIOR TO OVERLAY AND PROTECT IN PLACE. ----------------+---+--t---+----tl~ s:::;1:::7:::T::..'l:::C:::I=I=Nr=!=NEO=ER=fN=G=~=f=p~::::R=~=~=!,3==A==D:::::::'_.':::r:::···==1~' PAVEMENT OVERLAY POINSETTIA LANE STRIPING APPROVED WILLIAM E. PLUMMER DATE INITIAL DATE INITIAL DATE ENGINE& OF WORK REVISION DESCRWTION OTHER APPROVAL ·--------... STRlf'ING NOTES: 4" WH/Tr LANE LINE PER CALTRANS DETAIL 12 4" WHITE LANE LINE PER CALTRANS DETAIL 13 8" WHITE LAN,£ DROP Llf,(£ PER CAL TRANS DETAIL J78 8" WHITE CHANN£.I.IZING LINE PER CAL TRANS DETAIL 313 I!" WHITE CHANNELIZING LINE PER CAL fflANS DETAIL 38A s• Wff/TE CHANNELIZING LJNE PfR CAL /RANS DETAIL JBC 6" Wff/TE 8/KE LANE LIN£ PE.:R CALIRANS DETAIL 39 6" WHITE 81KE LAN£ INT£RS£CT/ON UN£ PER CAL TRANS Of.TAIL J9A 12' WHITE UNE (PAINT) 12" WHITE UMtT UNf (THERMOPLASTIC) 12• WH!TE TWO-LINE CROSSWALK (TH£RMOPLASTIC) TYPE IV (L) PAVEME/>IT A/itROW (Tl-lERMOPLASTIC) f/P£ JV (R) PAV£M£NT ARROW (THl:RMOPLASTIC) "El/KE LANE" PAVEMENT L£GfNI) ANO ARROW (1HERMOPU\S7/C) "SIGNAL AHEA{)" PAVEMENT LEGEND (1HERMOPLAS11C) r g{ ITJ i ' rr; --; 9 200 L.F. ---~ ·----------------------12' 12' 12' -------- 200 L.F. ----------. A SA PQINSETTIA J 12 POTNSETTIA ~ RAISEV MEDIAN .. ----~-~------ J ~ IIA/S£JJ 11111/AN 12 LN. 200 LF. ---_11:J., A ---- 135 LF. J L 12· 12· ------------------------------12' ! I I r J I I I I I I 200 L.F. l~ I ::i:;; ·~ f 11 !.~ I I I I I I ' I I I I I I -·---- NOTE: CONTRACTOR SHALL LOCATE ALL EXISTING UTILITY VAL VE BOXES, MANHOLES, VAULTS, SEWER CLEANOUTS, STORM DRAIN GRATES, INLETS AND SURVEY MONUMENT BOXES PRIOR TO OVERLAY AND PROTECT IN PLACE. ~ CITY OF CARLSBAD I SHEETS I 1-----1~-+-~-------------t-----+----tt----+--; L_!_!j ENGINEERING DEPARTMENT 21 l---+-+--~---------+----+--1---1-----; c~•----. ·. ·-.· -·-...................... . DATE INITIAL -ENGINEER Of WOflK REVISION DESCRtPTION PAVEMENT OVERLAY POINSETTIA LANE STRIPfNG APPROVED. WILLIAM £. PLUMMER I I I I I I 1 I I ' 1 I I I ('"'--"",, I 200 L.F. ----- --/ I ( L ' I I~ '<e ·~ I~ I I I STRIPING NOTES:. @ 4" W/117£ LANf /JN£ f'fR CM tRANS OfTAJL 12 I ~ 4• WIIJ/E RIGHT El){;ELJNE PER CALTRANS VETAJL 278 4• DOUBLE YELLOW C£1ff£RI.IN[ P£R CAL/RANS DETAIL 29 a• W/1/TE CHAl>INEUZING UHE PER CAL.TRANS IJETA/L JE1 6" V!HITE BIKE LAAIE JJ/'1£ PD/ CA!. TRANS DETAIL 39 6' ¥,l:/J/£ BIKE LANE IN!ERSECJION LIN£ PER CALTRANS DE:TAIL J9A 12" WHIT£ TWO-UN£ CROSSWAU< (TH£RMOPLASTIC) NP[ IV (0 PAVfME:NT Af/fiOW (THfRMOPLASTIC) tit/!£ LANE" PAVEMENT 1£GtNf) AND ARROW (7HERMOPLASTIC) A "SIGNAL AHEAD" PA V£M£NT LEGEND (THERMOPLASTIC) 200 L.F. -:::----------- 12' SCA!£ 1 • = 50' J 12' ~ RAISED MEDIAN :_;,, J ~~----- 12 12 L / ~ / / / / / / / 200 L.F. NOTE: CONTRACTOR SHALL LOCATE ALL EXISTING UTJLITY VALVE BOXES, MANHOLES, VAULTS, SEWER CLEANOUTS, STORM DRAIN GRATES, INLETS AND SURVEY MONUMENT BOXES PRfOR TO OVE:RLAY AND PROTECT IN PLACE. --+----------------+--------lw c1rrNE21rNG ~~~N~AD LlLl :===::::'..'.::==========::::'..'.::====: PAVEMENT OVERLAY COLLEGE BOULEVARD STRIPING APPROVEO WILLIAM E. 1-----1;----+------------------,f----+--+----1---1 DEPUTY CtTY ENGfNtfR PE 28176 EXPtRfSJ 'JI 8 D TE DWN BY: PROJECT NO. I DRAWING NO. CHKO BY: j 3667-15 450-1 . RVWO BY: DATE INITIAL .ENGINEER OF WOllK REVfSION DESCRfPTION DA TE JNlT!AJ. OATE lNITIA!. OTHER A!'f'RO\'Al CITY APPROVAL SCALE I• = 50' 2!1' \ I \ \ l l \ l I I I ' l I I I J \ \ I L 25' 1:r ----......,.------- I I l CASSIA RD. 15' IV/. 8 2'14 LF. /4' J 27-0 L.F. STRIPING OET All FOR CASSIA ROAD STRIPING NOTES: J 4" m-1/TE LAIi£ JJN£ PER CAL TRAMS DETAJL 8 4• 1)0($/£ l'EUOW ('£N1fJ/LfN£ P£R CALTRANS /)[TAIL 21 4" OOUBL£ 'IFLLOW CENTERLJNE PER CAL /'RANS DETAIL 22 4" OOUllt.E !ULOW MEWAN PER CAL TRANS DETAIL 28 4• WHITE LANE l)fl(IP LINE FJ" WHITE CHANNEL/ZIN{} LINE PER CAL FRANS DETAIL 38 6" WHITE BIKE LANE l.1N{[ PER CACfR.i\NS OCTAIL J9 Ii" WHJTE BIKE LANE INTERS£CTION LINE PER CAL !RANS DETAIL J9A it" WHITE TWD-LM!t CR1)$$WAJ.K (1Hf~AS1'1CJ TYP[ IV (L) PA';f;lilfi:NT ARF«JW (THERMOP/.ASTIC) "SIGNAL AHEAD" PA \IEM£NT LEGEND {THERMOPLAS11C) "BIKE LAN< PIW£MENT LfCEJ/1) ANIJ ARROW i z 0 C) ffl r "Q 73 l; 21 0 \ I \ 25' 12' 15' CAMINO DE LAS ONDAS , ' I 21 21 23' 15' 8 STRIPING DETAIL FOR CAMINO DE LAS ODAS :E. SCALE 1" = 50' I Cf) ~ a l IJJ I 265 L.F. ) ~ rrl 211' ------ 175 LF: IV/. li 1J5 LF: SCALE 1" = 50' g , }4' 5' ---- STRIPING DETAIL FOR DOVE LANE ZOO LF. NOTE: CONTRACTOR SHALL LOCATE ALL EXISTING UTILITY VALVE BOXES, MANHOLES, VAULTS, SEWER CLEANOUTS, STORM DRAIN GRATES, INLETS AND SURVEY MOMJMENT BOXES PRIOR TO OVERLAY AND PROTECT IN PLACE. PAVE.MENT OVERLAY STRIPING DETAILS FOR CAMINODE~&'ff PTECASSIAROAO& APPROVED WILLIAM PLUMMER 1-----+-..---if----------------+----+---t--+---t !'.)f t!TY Cl~ fNGlNfi:R PE 28i16 EXPIRl':SJ Jl ~jfl PROJECT NQ. DRAWING NO,· 3667-15 4.5()..1 DATE INITIAi. EN<JINEER OF WORK. REV!StON DESCR!PT!ON WDEODErECTIONJNSTALLAnONNOTE: ,., ~_,.,.,.,. INSTALL VIDEO DEJECTION SYSTEM (IT£RIS VANTAGE EDGE OR APPROVED EQUAL) TO PROVIDE VEHICLE AND BICYCLE DEif:CTI0/1 F(lfl SOUrnBOUND APPROACHES, INCLl){)JNG 1//DEO OETECTION PROC[SSOR, VIDEO MONITOR IN Iii£ CONTl?OLLER CABINET, VIDEO DETECTTON CAMERA AND ALL WIRING AND ANC!llARY EQUIPMENT. VIDEO DETECTION SOFT'NARE SHALL BE LA TfST VERSION. VIDEO DETfCTION CAMERA SHALL BE MOUNTEf)-ON THE SIGNAL MAST ARM USING MANUFACTURER APPROVED RISER (PELCO ·Asmo BRAC" BRACKET Willi 74• RISER MOUNTED ON THE BACK SIDE OF Iii£ SIGNAL MAST ARM). VIDEO 0£11£C110N SYS'/EM SHALL Br INSTALLW AND FUNCT!ONIN{; PRIOR TO START Of WORK. STRIPING GENERAL NOTE$: 1. IliE CONTRACTOR IS RfSPONSJBLE FOR INSTALLATION OF ALL STRIPING. 2. ALL STRIPING AM> PlfVEME:MT MARK/HG$ SHALL CONFORM 1V mt CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTl<OL D£VICES ('FHWA's M/JTCD Zl){JJ REVJSION 1, AS AMENDED FOR USE IN CAUFORNfA), THt CAL WANS STAN!JARD SP[CJF!CATIONS (20tJl'i OR LATEST VERStON THtREOF), THfSE Pt.ANS ANO 'fHE SPECIAL PfW'lltSIONS. 3. ALL STRIPING IS SUBJECT TO THE APPROVAL OF THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE, PRIOR TO JNSTALLA !ION. 4. ANY OEVIATION-fROO THESE PLANS SHA!.L fJE APPROVED BY THE ENGINEER OF WORK AND PUBLIC WORKS DIRECTOR PRIOR TO ANY CHANGE IN THE FJELD. 5. ALL STRIPING SHALL BE R€FLECTIVE PER CAL TRANS SPEC/FICA TIO/IS. STRIPING SHALL BE REPAINTED TWO W£EKS AFTER INITIAL PAINTING. 6. EXACT LUCA T!ON OF STRIPING AND STOP LIMIT UNtS. SHALL BE APPROVED 8Y THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE PRIOR TO INSTALLATION. 7. CONJRACT.OH SHA!..L H£MOV£ ALL CDNFLJCTJNG PAINTED .LINE$, MARKJ/l/GS AND PAVEMENT J:.Ei,;£NO$ BY GR.tNDJNG; DEBHIS SHALL BE PROMPTLY REMOVEfi BY THE CONTRACTOR. 8. ALL PAVEMENT LEGOOS SHALi. BE THE LATEST VfJ1'3f(JN OF' THE CAL THMS S11£NC/1S. 9. LJMlT UNES AND CROSSWALKS SHALL BE flf1.J) l.OCA 1W. CROSSll'Al.KS SHAU. HA \IE 10' lNSJfJE DIMENSJON UNI.,£$$ OTHERWISE SPE:CIFJf:t). 10. ALL CROSS.WALKS, L/MJTLINES, STOP BARS, PAVEMENT ARROWS AND PAVEM£NT LEGENDS. SHALL 8/; TH/'RMOPLAST/C UM.ES$ OTHERWISE SPECIFIED. 11. /'IRE HY{1f(ANT PA\IEMENT MARKE~ Sl'IALL CONFORM W THE C-At.fFORNfA MJ!/lf/JAI. ON t:JNfFORM TRAFFIC CON'TROl. DEVICES (Fli-WA'S Mi.!TW 200J REVISION 1, AS AMENB£0 FOR USE IN CA/.!FORNJA) AND SAN DIEGO f/E(;J{JNAL STANDARD DRAWING M-19. 1 Z SFGHAL AHEAO, STOP AH[AO ANIJ SCHOOi.. -RELATED PA VEM£NT LEGENDS SHALL fJE PLACED IN THE VICINITY OF ASSOC/A T£D S/GNAGE, WHEN PRESENT. d01S -Jm 10' ~ u,r-- V t t 10' "' / STOP DETAIL: TYPICAL STRIPING@INTERSECTION DETAIL C: TYPICAL YIELD LINE PLACEMENT N, T.S. 18' 18' JK~ @ 6' O.C. ~~P. (WHITE) 4" WHITE LANE LINE (CAL TRANS DETAIL 12) N. T.S. l I 4" DDVBLE YELLOW PAINTED MEDIAN (CALTRANS DETAIL 29) N. T.S, 4" DOUBLE YELLOW LINE (CAL TRANS DETAIL 22) N. T.S. 1 ... 10· o.c. • 1 TYP. (WHITE) ----::m:------..,...,--------rrr------..,...,-------....---------______ -1.:1.J._ ______ ..J.IL ______ ..l.&.L ______ -1.Il,_ ___ _ 24' 8" WHITE CHANNELIZING LINE {CAL TRANS DETAIL 382 ---------------··r.--s------------------ ---- LEGEND: C ---J --- D [IJ N ... PERMANfNT STRIPING PER CAL TRANS STD. PLAN PERMANENT PAVEMENT MARKERS P[R CALTRANS STD. PLAN TEMPORARY PAVEMENT MARKERS PER CAL TRANS . .... ,. "" -,. ... ,. I( ,. 12·oc I 12' I 12' I 12' l 24' j I j J @( 6' o.c.,) TYP. ,7 " " r-1 Y££LOWL " ~ ~ --~---~ ~ ---..,,.,.... ---:::m:::..,,.,.... ..,,.,.... ---111 --11 i ---:::m:::..,,.,.... ---:m:::---- ___ -1..IJ_____ _.1.IJ..__w___ ·-----·-· ----.l.l.J....... ------- □ [(C JII:: :JD [(C JIL :JD □ l· 18' ·l· 12· ·!· 36' ·I· 12· ·I· 1a· ·l 0 [(C ::m::: ::m ---rn:: :m:: ::m [J : : _ :::m::: = = = ::m::: JII:: :::m::: : = -l 11 = = -ti I : = : ::m::: J:IC :::m::: = = = :m::: = = =: r7 L.J I " □ [J f7 '7 24' t_J l_, • I 4" YELLOW TWO WAY LEFT TURN LANE (CALTRANS DETAIL 32) N. T.S. 12" WHITE CROSS-WALK LINES N. T.S. NOTE: USE YELLOW MARKERS FOR YELLOW CROSSWALKS J MARKERS ON CENTERLINE I 1 (WHITE) TYP. I I t I [I] I I I J 1m, 12" WHITE STOP BAR N. T.S. \ NOTE: CONTRACTOR SHALL LOCATE ALL EXISTING UTILITY VALVE BOXES, MANHOLES, VAULTS, SEWER CLEANOUTS, STORM DRAIN GRATES, INLETS AND SURVEY MONtJMENT BOXES PRIOR TOOVERLAYAND-PROTa:.TtNPLACE. I SHEET I CITY OF CARLSBAD I SH2E:E1TS j l----+---l---------------l-----l-----4---1-----1 21 . -ENGINEERING DEPARTMENT l----+----1~-------------l----+---+---!----I PAVEMENT OVERLAY STRJPJNG DETAILS APPROVED WILUAM £. PLUMMER . 1----+----1--------------l----+---+--+---I ~f~ &~~PE zi;;½; EXPtR£SJ/3rl£o1{f7_ OWN BY:~ i-PROJECT NO. .I ORAWIN_{; NO. CHKD 8Y: ,IS ~ltlltl_ 7-15 4 &:fl f RVWD llY: llP vVIJ i.JV'"' OA TE IUfTIAL -UF-R£VISION OESCR!-PT!ON QA Te: INITIAL QATE: lll!T!Al -O'l}lER APPRO\!Al . CHY Af'P1<0'>'Al \ I