The URL can be used to link to this page

Home My WebLink AboutDWG 420-1; 3667-9; 2004/05 PAVEMENT OVERLAY PROJECT; 01-18BEECH AVENUE OVERLAY & STRIPING-SHEET 15 MARRON ROAD OVERLAY -SHEET 10 STRIPING -SHEET 11 2004 I 05 CONSTRUCTION PLANS FOR PAVEMENT OVERLAY PROJECT PROJECT NO 3667-9 GALA VERA COMMUNITY CENTER PARKING LOT OVERLAY-SHEET 16 STRIPING -SHEET 17 TAMARACK AVENUE OVERLAY -SHEET 6 STRIPING -SHEET 7 LAS PALMAS DRIVE OVERLAY & STRIPING -SHEET 14 UNICORNIO STREET & AVENIDA DEL PARASIO OVERLAY-SHEETS 12 & 13 CITY OF CARLSBAD CARLSBAD, CALIFORNIA CITY COUNCIL CLAUDE A. "BUD" LEWIS -MAYOR RAMONA FINNILA -MAYOR PRO TEM ANN J. KULCHIN -COUNCIL MEMBER MA TT HALL -COUNCIL MEMBER MARK PACKARD -COUNCIL MEMBER VICINITY MAP LA COSTA AVENUE OVERLAY -SHEET 8 STRIPING -SHEET 9 NOT TO SCALE RANCHO SANTA FE ROAD OVERLAY -SHEET 2 STRIPING -SHEET 3 RAYMOND R. PATCHETT CITY MANAGER ROBERT J. GREANEY DEPUTY PUBLIC WORKS DIRECTOR FOR MAINTENANCE AND OPERATIONS WILLIAM E. PLUMMER DEPUTY CITY ENGINEER FOR DESIGN ~ofESS10 . CH <>:: ~}1,:,~13 1t\ lf), l CiV\\. OF C/1\.1 DA TE INITlAL ENGINEER OF WORK REVISION DESCRIPTION NOTE:: DA TE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL CONTRACTOR SHALL VE:RIFY ALL E:XISTING UTILITY VAL VE BOXES, MANHOLES, VAULTS, SEWE:R CLEANOUTS, STORM DRAIN GRATES, INLETS AND SURVEY MONUMENT BOXES PRIOR TO OVERLAY AND ADJUST TO FINISH GRADE. I SH1ET I CITY OF CARLSBAD I SHEETS I ENGINEERING DEPARTMENT 18 PAVEMENT OVERLAY 2004 I 05 PAVEMENT OVERLAY PROJECT TITLE SHEET A~~VED Wl~LIA':I'. ')jlMJ.,9. ,~-S-04 DEPUTY CITY ENGINEER PE 28176 EXPIRESJ/Jt/06 DATE OWN BY: I PROJECT NO. I DRAWING NO. CHKD BY: MP 3667-9 RVWD BY: WP 420-1 JJ8' REMOVE & REPLACE 5 x 25 SIDEWALK C JO x 75 J" GRIND & PA TCH 20 x 127 (ALL LANES) J" GRIND & PA TCH (#1 & #2 LANE) 10' EDGE GRIND 5' EDGE GRIND 24 X 60 J" GRIND & PATCH (#2 & #J LANE) 10 X 170 3• GRIND & PATCH (#2 LANE) 10 X J25 J" GRIND & PATCH (#2 LANE) 24 X 160 J" GRIND & PATCH ~ r-r-n, Hx~ ~ 3• GR/ 24 x 50 .... -ND & PATCH J" GRIND & PATCH % (#2 & #J LANE) 10 x 60 (#1 & #2 LANE) (#1 & #2 LANE) C) 10 X 134 llj 3• GRIND & PA TcH 0r-l 3• GRIND & PATCH (#2 LANE) (#2 LANE) -., ~: RANCHO SANTA FE ROAD 10' EDGE GRIND JO x 800 J" GRIND & PATCH (ALL LANES) 5' EDGE GRIND 25 X 70 3" GRIND & PATCH (#2 & #J LANE) 10 x BO 3" GRIND & PATCH (#J LANE) .--I-~~/ r ~ 7--\-(/) W,. /,' J" GJ~5 f,5PATCH REMOVE & REPLACE REMOVE & REPLACE (#2 LANE) 10 x 5 SIDEWALK 5 x 5 SIDEWALK 49J' \ /Q X 250 i.-------------'-==-------------~ J" GRIND & PATCH COf.O MILLED AREA 1.5" (#J LANE:) 100 I 2"THICKA.C. OVERLAY EX. MEDIAN VARIES 8'-1B' VARI.!$ VARIES NTS 0.00' EXISTING AC/AB SECTION TYPICAL SECTION 1.5" 10 X 25 REMOVE & REPLACE J" GRIND & PATCH 20 x 5 SIDEWALK (#2 LANE) SCALE 1• = 100' 0 25 50 100 ~~~I 10' EDGE GRIND 200 I 10 X 25 3" GR/NO & PATCH (#3 LANE) 5' EDGE GRIND 20' 0.17' 1-ol ,._-"L--'IJl►I Exrst\J l EXIST. A.B.< 0.0' A.G. GRIND HEADER CUT TYPICALNST~CT/ON (9 20 X 100 10 X 50 3" GRIND & PATCH (#2 LANE) A 20 X 210 3" GR/NO &-PATCH (#2 & #3 LANE) 3" GRIND & PATCH J4 X 70 (#2 & #3 LANE) 10 x 60 10 X 165 3" GRIND &-PATCH (#2 LANE) 3" GRIND & PATCH (#3 LANE) REMOVE & REPLACE 5 x 5 SIDEWALK 20 x 130 3" GRIND & PATCH 3" GRIND & PATCH (ALL LANES) 5' EDGE GRIND 25 X 135 1 PED RAMP JO x 100 3" GRIND & PATCH (ALL LANES) 25 X 160 3• GRIND &-PATCH (#2 &-#J LANE) (#2 & #3 LANE) 6 X 40 3" GRIND & PATCH (ALL LANES) J4 X 90 3" GRIND & PATCH (ALL LANES) REMO VE & REPLACE 20 x 5 SIDEWALK I I I I 10x117 1 J" GRIND & PATCH I (#2 LANE) 20 X 50 10' HEADER CUT 3" GR/NO & PATCH (#2 & #3 LANE) 10 X 190 J" GRIND & PATCH (BTWN #2 & #3 LANE) 10 X 100 J" GRIND & PATCH (#J LANE) 5' EDGE GRIND \ 20 X 125 .-- J" GRIND & PATCH~ (#2 & #J LANE) 10 X 120 3" GRIND & PATCH (#3 LANE) 10' EDGE GRIND 10' EDGE GRIND 5' EDGE GRIND 10 X 160 3• GR/NO & PATCH (#3 LANE) 20 X 130 J" GR/NO & PATCH (#2 & #3 LANE) 20 X 100 3" GR/NO & PATCH 20 X 60 3• GRIND & PATCH (#2 & #3 LANE) 10 x JOO 3• GRIND &-PATCH (#1 LANE) REMOVE & REPLACE 20 x 3 SIDEWALK RANCHO SANTA FE ROAD 10 X 240 J" GRIND & PATCH (#1 LANE) I I I 10' EDGE GRIND J" GRIND & PATCH (If/ &-#2 LANE) 10 X 70 J" GR/NO & PATCH (#2 LANE) J" GJ~o' l0 PATCH (If/ &-#2 LANE) (#2 LANE) ~ la> ~ ,ii 5' EDGE GRIND ;o ~ --i LEGEND: 10 X 670 3" GRIND & PATCH (#2 LANE) 10 X 50 J" GRIND & PATCH (#2 LANE) 10'MEDIAN EDGE GRIND ~ AREA OF ASPHAI. T RUBBERIZED HOT MIX (ARHM) ------ .- • □ ... • '1 ,, (G) & 0 A. C. GRIND (HEADER CUT) A. C EDGE GRIND (COLD MILL) EXISTING STREET SIGN EXISTING POWER POLE EXISTING UTILITY BOX WATER VALVE BOX SEWER MANHOLE STORM DRAIN MANHOLE GAS VALVE BOX MONUMENT BOX TRAFFIC LOOP 16 WATER VALVES 31 MANHOLES 6 ADVANCE LOOPS 16 X 50 J" GRIND & PATCH (#2 & #3 LANE) 10 X 25 1 3" GR/NO & PATCH , (#1 LANE) ~ 10' HEADER CUT 10 X 50 J" GRIND & PATCH (#2 LANE) 10 X 60 3• GRIND & PATCH (#J LANE) 10' EDGE GRIND 20 X 200 J" GRIND & PATCH (#1 & #2 LANE) 5' EDGE GRIND 20 X 1J5 J" GRIND & PATCH (#1 &-#2 LANE) (3 iT1 . C 60213 ~ fe./'PJrli C/V\\. OF CAI.I 100 I SCALE 1• = 100' 0 25 50 100 ~~~ I CONTRACTOR SHALL INSTALL VIDEO OETEC710N SYSTEM FOR ALL APPROACHES PRIOR TO START OF WORK. SEE SHEET 18 FOR DETAILS ANO NOTES. CONTRACTOR SHALL INSTALL TEMPORARY VIDEO DETEC710N SYSTEM FOR THE NORTHBOUND APPROACH PRIOR TO START OF WORK. SEE SHEET 18 FOR DETAILS AND NOTES. 200 I NOTE: CONTRACTOR SHALL VERIFY ALL EXISTING UTILITY VAL VE BOXES, MANHOLES, VAULTS, SEWER CLEANOUTS, STORM DRAIN GRATES, INLETS AND SURVEY MONUMENT BOXES PRIOR TO OVERLAY AND ADJUST TO FINISH GRADE. l--------+--+------------+----+-----l-~----I-------I I SH2EET I CITY OF CARLSBAD ~8 ~=='---'==::::E::N::::G'::IN::E::E::R=:IN=:G=::'D':=E"::P:'::A:'::R:'::TM::E::N:'::T==='---'=LJ!L_J==:::::: DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL PAVEMENT OVERLAY RANCHO SANTA FE ROAD OVERLAY APP:?@ ~~LIAM E. lj.JjM_MER ~ , £, ~p/4, , ,£.....::--M DEPUTY CITY ENGINt'ER PE 28176 EXPIRESJ 37 06DATE DWN BY: PROJECT NO. I DRAWING NO. ~~~g ~~: a 3661-9 _ 420-1 C ~=E 0 G') -..... .a::-, 0:) I\) 0 I ..... J .. .. --~-------=--__________ --------=::::::--- g SCALE 1" = 100' SCALE 1" = 100' 1 J UNDER STR££T LIGHT WITH R26D/RB1 COMBO SIGN (TYP) 1 STRIPING NOTES: 4" WHITE LANE LINE PER CAL TRANS DETAIL 12 4• DOUBLE YELLOW CENTERLINE PER CAL TRANS DETAIL 22 4" DOUBLE YELLOW MEDIAN PER CALTRANS DETAIL 29 4" WHITE RIGHT EDGEUNE PER CALTRANS DETAIL 278 8" WHITE CHANNELIZING LINE PER CAL TRANS DETAIL 38 6" WHITE BIKE LANE UN£ PER CAL TRANS DETAIL 39 6" WHITE BIKE LANE INTERSECnON UN£ PER CAL TRANS DETAIL 39A (200 LF.) 12· WHITE LINE PER CALTRANS STANDARD P6 A24E -THERMOPLASnc 12· YELLOW LINE PER CAL TRANS STANDARD P6 A24E -THERMOPLAsnc TYPE IV (L) PAVEMENT ARROW -THERMOPLASnc TYPE IV (R) PAVEMENT ARROW -THERMOPLASnc TYPE VI PAVEMENT ARROW -THERMOPLASnc "BIKE LANE" PAVEMENT LEGEND AND ARROW -THERMOPLASnc 1 "SIGNAL AHEAD" PAVEMENT LEGEND -THERMOPLASnc. TO BE INSTALLED IN IMMilllATE VICINITY OF EXIST. W41 SIGN Q r-r-n, ~ f5 SI ' I ~: i . I j ' I I • J QFESSto & ;Jltt'I ~,1 UJ I . o. C .60213 'i7 I a: Exrlo/~Lo"f · 'h CfV\\.. OF CAI.I I 1 RANCHO SANTA FE ROAD J - -_JJ __ --11' • -1-,., RANCHO SANTA FE ROAD -,0-----------------~----------=:; NOTE: CONTRACTOR SHALL VERIFY ALL EXISTING UTILITY VAL VE BOXES, MANHOLES, VAULTS, SEWER CLEANOUTS, STORM DRAIN GRATES, INLETS AND SURVEY MONUMENT BOXES PRIOR TO OVERLAY AND ADJUST TO FINISH GRADE. 1---t---t----------i---------i-----t---i----il SH3EET I CITY OF CARLSBAD ~8 ENGINEERING DEPARTMENT L_1§_j ~==-'================'...::====:; PAVEMENT OVERLAY RANCHO SANTA FE ROAD STRIPING APPROVED WILLIAM £A~MER J#~~~~~Yar■1h·~~~4~:;;;,i.~-r!Ml~~,._,c-=-==:-:-c~.S1'f-(),f l----l----+----------------1-----11----.----i---. -□EPUTY CITY ENGINdPE 28&6 EXPIRESJ 31 06DATE OWN BY: PROJECT NO. I DRAWING NO. ~~~g ~~~ tr 3667-9 . 420-1 DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL w 0 -..... 0, C :E C, .i::aa I\) 0 I ...... SCALE 1 • = 100' 24 X 50 6 X 20 5 X 10 3" GRIND & PATCH #2 LANE 3" GRIND &: PATCH #2 LAN 5 X 15 J" GRIND &: PATCH #1 LANE J" GRIND & PATCH #2 LANE ------------------------ EXIST. VIDEO DETECTION SYSTEM LEGEND: -------------- . -------E----L ------ 6 X 100 3" GRIND & PATCH #2 LANE 6 X 25 J" GRIND & PATCH #2 LANE 10' Hf ADER CUT 15 X 20 J" GRIND & PATCH 12 X 82 3• GRIND & PATCH #2 LANE #3 LAN[ ___ .--c=-- 6 X 25 J" GRIND & PATCH #2 LANE 6 X 70 J" GRIND & PATCH #J LAN[ ~ AREA OF ASPHALT RUBBERIZED HOT MIX (ARHM) ------ -. • D & • () ~Sl LL\ 0 10' WIDE A. C. GRIND (HEADER CUT) 5' WIDE A. C. GRIND (COLD MILL) EXISTING STREET SIGN EXISTING POWER POLE EXISTING UTILITY BOX WATER VALVE BOX SEWER MANHOLE STORM DRAIN MANHOLE GAS VALVE BOX MONUMENT BOX TRAFFIC LOOP 20 WATER VALVES AND MONUMENT BOXES 3 SEWER MANHOLES 9 ADVANCE TRAFFIC LOOPS PAC BELL MHS ---------------REAL PAC BELL MANHOLE 12 X 50 3• GRIND & PATCH #2 LANE REMO VE &: REPLACE MODIFIED PED RAMP REMOV£ & REPLACE 5' x 10' SIDEWALK WITH ROOT REMOVAL PAC BELL (lNHOLE REMOvt & REPLACE CURB, GUTTER &: SIDEWALK 10' X 60' f -----CAliiTTN O --12 X 130 J" GRIND & PATCH #2 LAN[ 12 X 150 J" GRIND & PATCH #2 LANE 12 X 50 1 J" GRIND &: PATCH/ #2 LANE II ADVANCE LOOPS ---- 12 X 200 12 X 100 3" GRIND &: PATCH #2 LANE 3" GRIND & PATCH #2 LANE 12 X 185 3• GRIND &: PATCH #2 LANE 6 X 50 J" GRIND & PATCH #3 LANE 10 x JOO .J" GRIND & PATCH #J LANE --------- 10 x JOO J" GRIND & PATCH #2 LANE 2" THICK ARHM OVERLAY 1 5• COLD MILLED AREA EXISTING PAVEMENT TYPICAL SECTION ® N.T.S. COLD MILLED AREA EX MEDIAN VARIES 8'-18' -~ ,-:-._~,4-. ~ ·' . 0.00' 1.5" CDLD MILLED AREA 2" THICK A.G. OVERLAY COLD MILLED AREA 0.00' 1.5" EXISTING AC/AB SECTION wrs TYPICAL SECTION 6 X 100 J" GRIND & PATCH 1 LANE A.G. GRIND HEADER CUT TYPICALNS(sCTION (9 IT] 10 x JOO J" GRIND & PATCH #J LANE 10 X 1,110 J" GRIND &: PATCH #2 LANE REMOVE & REPLACE 20' CURB &: GUTTER WITH ROOT REMOVAL CONTRACTOR SHALL INSTALL VIDEO DETECnON SYSTEM FOR ALL APPROACHES PRIOR TO START OF WORK. SEE SHEET 18 FOR DETAILS AND NOTES. ADVANCE LOOPS Cs~ SCALE 1" = 100' 10 X 75 J" GRIND & PATCH #2 LANE REMO vt & REPLACE JO' CURB & GUTTER WITH ROOT REMOVAL I NOTE: I I REMOVE & REPLACE I 40' CURB & GUTTER 141TH ROOT REMOVAL 1 CONTRACTOR SHALL VERIFY ALL EXISTING UTILITY VALVE BOXES, MANHOLES, VAULTS, SEWER CLEANOUTS, STORM DRAIN GRATES, INLETS AND SURVEY MONUMENT BOXES PRIOR TO OVERLAY AND ADJUST TO FINISH GRADE. l---+--+----------+---+----4--+-----I I SH4EET I CITY OF CARLSBAD ~8 :==='---===E=N=Ci=I=NE=E=R::I::N[i:::::::D:::::E::P=A::::R=T=ME::N=T==::::'....'.L_!U==== PAVEMENT OVERLAY EL CAMINO REAL OVERLAY APPROVJ,t'c!-IA'l ~R ra«.z ,.,.,.... S-G--<24 DEPUTY CITY ENGINEER PE 28176 EXPIRESJ 31 06DATE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL OWN BY: CHKD BY: _._,/Sa-- RVWD BY: MP PROJECT NO. 3667-9 I DRAWING NO. 420-1 C :E G) .a:=-, I\) 0 I ..... I ! ' I ,~ 1--I J:: ! 13 (!) : 1 .... -a::: : <:( I l 1 I ~ • ' ' .. J.. '--------------------- -----------------------------=-_,__.._ -----=--=----=---==--~ ~ ------------- // I I I I I '' ' 1• ~~ I! I ,!,/ ' I I 'I I ~ ~ ~ :::,;: <:( STRIPING NOTES: (J) 4• WHl7E LANE UN£ PER CAL TRANS DETAIL 12 @ 4• DOUBLE l11LOW MEDIAN PER CAL TRANS DETAIL 29 @ B" WHl7E CHANNELIZING LINE PER CAL TRANS DETAIL JB @ 6" WHl7E BIKE LANE LINE PER CAL TRANS DETAIL J9 @ 6" WHl7E BIKE LANE IN7ERSECTION LINE PER CAL TRANS DETAIL J9A (200 L.F.) {jJ) 12" WH17E LINE -THERMOPLASTIC WITH 10' INSJDE DIMENSION (TYP) @ TYPE IV (L) PAVfMfNT ARROW -THfRMOPLASTIC @ TYPE VI PAVfMfNT ARROW -THERMOPLASTIC @ "BIKE LANE" PAVfMENT LEGEND AND ARROW -THERMOPLASTIC 425' TRANSIT/ON @ "SIGNAL AHfAD" PA VfM[NT LEGfND -THERMOPLASTIC, TO BE INSTALLED IN IMMEDIA 7E VICINITY OF EXIST. W41 SIGN JOO' TRANSITION --------- NOT TO SCALE ---- I ' ~ oFESS/o . SCH fB . C 60213 CI'. xp te/~&"L C!V\\.. OFcA\..I --,:_--~~ ...... __ ............. ...__ --c---s:::,.:---.., . ---~~----. ----·-------~~------- IQ NOTE: I I .: I I CONTRACTOR SHALL VERIFY ALL EXISTING UTILITY VAL VE BOXES, MANHOLES, VAULTS, SEWER CLEANOUTS, STORM DRAIN GRATES, INLETS AND SURVEY MONUMENT BOXES PRIOR TO OVERLAY AND ADJUST TO FINISH GRADE. l----+--+------------1----1------1-----+----------I I SHSEET I CITY OF CARLSBAD ~8 ENGINEERING DEPARTMENT l_1U :==::::'..'.::==========::::'..'.::== PAVEMENT OVERLAY DA TE INITIAL DA TE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL EL CAMINO REAL STRIPING ER ,S:-d"-M DEPUTY CITY ENGIN ER PE 28176 EXPIRES J JI 06 DATE DWN BY: _....__ PROJECT NO. CHKD BY: JS 3667-9 RVWD BY: MP I DRAWING NO. 420-1 ~-------- (JI 0 -.. 00 C :E G') .i::-, I\) 0 I ..... LEGEND: ------ .- • r::J A • () CQ) db c~ _, " THICK ARHM OVERLAY 12 X 50 2• GRINO & PATCH (LEFT TURN LANE) SCALE 1• = 100' 10 X 100 2" GRIND & PATCH (#2 LANE) 0 CONTRACTOR SHAU INSTALL VIDEO DETECTION SYSTEM FOR WESTBOUND APPROACH PRIOR TO START OF WORK. SEE SHEET 18 FOR DETAILS ANO NOTES. CONTRACTOR SHAU INSTALL VIDEO DETECTION SYSTEM FOR EASTBOUND APPROACH PRIOR TO START OF WORK. SEE SHEET 18 FOR DETAILS AND NOTES. 10 X 282 1.5" 10 X 200 COLD MILLED AREA EXISTING PAVEMENT TYPICAL SECTION ® N.T.S. RgfAf ~~•&s1§Fw~1fE 2• GRIND & PATCH (#2 LANE) 2" GRIND & PATCH (#2 LAN£) AREA OF ASPHALT RUBBERIZED HOT MIX (ARHM) 10' WIDE A.C. GRIND (HEADER CUT) 5' WIDE A.C. GRIND (COLD MILL) EXISTING STREET SIGN EXISTING POWER POLE EXISTING UTILITY BOX WATER VALVE BOX SEWER MANHOLE STORM DRAIN MANHOLE GAS VALVE BOX MONUMENT BOX TRAFFIC LOOP A 37 WATER VAL VE BOXES AND MONUMENT BOXES 5 SEWER MANHOLES 1 ADVANCE TRAFFIC LOOP 7,000 L.F. OF CRACK RLL AND SEAL 6 CURB INLETS TO BE MODIFIED PER DETAIL EXIST. I I ' I _AVE. I I CURB INLET \ SA WCU T AND REMOVE EXIST. CONCRETE APRON & RE:PA VE WITH 5• A.G. I SAWCUT AND REMOVE [XIST A.C. TO A DE:PTH OF 5" AND REPAVE WITH 5• A.C. CURB INLET MODIFICATION DETAIL SCALE 1" = 10' 10' REMOVE & REPLACE 40' OF CURB AND GUTTER PER SDRSD G-2 I I 1.5" COLD MfLLED AREA 10 X 100 2• GRIND & PATCH (#2 LAN£) \ I I I RE:MOVE & RE:PLACE: I I h I ' ll 5' X 20' STORM DRAIN APRON C 60213 rn I -~ ,,. :u I . ""4-0{_ CIVIi. OF CAI.I 20' 2" ""1•---~--~1 EXIST\: I l EXIST. A.B. ~o.o· A.G. GRIND HEADER CUT TYPICAL NS;CTION (9 14 X 310 2" GRIND & PATCH (#1 & #2 LANE) REMOVE: & R[PLACE 4'x8' SIDEWALK SCALE 1 • = 100' ~ 6 X 1,100 2" GRIND & PATCH (#2 LANE) REMOVE & REPLACE: 5' X 10' STORM DRAIN APRON RfMOVE & REPLACE 5' x JO' SIDEWALK NEAR SDG&E VAULT WITH ROOT REMOVAL 20 X 40 ~ DEPRESSION ----A,~ ,4 , NOTE: / / CONTRACTOR SHALL VERIFY ALL EXISTING UTILITY VALVE BOXES, MANHOLES, VAULTS, SEWER CLEANOUTS, STORM DRAIN GRATES, INLETS AND SURVEY MONUMENT BOXES PRIOR TO OVERLAY AND ADJUST TO FINISH GRADE. 1---+---,----------t------t----t--t-----t I SH6EET I CITY OF CARLSBAD ~8 ENGINEERING DEPARTMENT L..1U ~='...'.:::=:========:::::..:::=::::::::; DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DA TE INITIAL CITY APPROVAL PAVEMENT OVERLAY TAMARACK AVENUE OVERLAY ,S:-,S"'-04 DEPUTY CITY ENGINE R PE 28176 EXPIRESJ JI 060ATE DWN BY: PROJECT NO. I DRAWING NO. ~~~g ~~: t~ 3667-9 _ 420-1 a, 9. .. 00 \ \ : \ '. \' _', . . : . : \ ---- 0 ----- J 4 TAPER FLARE 120 80' 45' 2 3 J ---------- ----------. --= - - - - .-------5' ----- ---------------------- STRIPING NOTES: @ 4• WHITE LANE UNE PER CAL TRANS DETAIL 12 @ 4• DOUBLE YELLOW CENTERLINE PER CAL TRANS DETAIL 22 @ 4' DOUBLE YELLOW MEDIAN PER CALTRANS DETAIL 29 @ 4• DOUBLE YELLOW TWO WAY LEFT TURN LANE PER CAL TRANS DETAIL 32 @ a• WHITE CHANNELIZING LINE PER CAL TRANS DETAIL 38 @ 6• WHITE BIKE LAN£ LINE PER CAL TRANS DETAIL 39 B @ 6• WHITE BIKE LAN£ INTERSECTION LINE PER CALTRANS DETAIL 39A (200 L.F.} @ 12• WHITE LINE -THERMOPLASTIC @ 12• YELLOW LIN£ -THERMOPLASTIC -CROSSWALK TO HAVE 10' INSIDE DIMENSION (TYP) @ TYPE JV (L) PAVEMENT ARROW -THERMOPLAS7JC @'; . TYPE IV (R) PAVEMENT ARROW -THERMOPLASTIC @ "BIKE LANE" PAVEMENT LEGEND AND ARROW -THERMOPLASTIC J ® ® "SIGNAL AHEAD" PAVEMENT LEGEND -THERMOPLASTIC, TO BE INSTALLED IN IMMEDIATE VICINITY OF EXIST. W41 SIGN 4• LANE DROP LINE PER CAL TRANS DETAIL 378 SCALE 1" = 100' J 6 1 1 I • -------- 3 FLARE 45' . I I I 1 I~ I I :i I /:::: ,::ts --= 3 'r?l 1· SCALE 1• = 100' \ ., \ \ I I I 4 I . I •• T/1,P[R 120· 150' 1 1 6 150' FL,i,R. 45' {!J I I I~ /4 rl , , ,' !i! Ii tfg \ \ I I I -0 a '<: i~ ,o ,;:o FLARE 45' 120' TAPER 12 1 B 3 6 3 12 NOTE: CONTRACTOR SHALL VERIFY ALL EXISTING UTILITY VALVE BOXES, MANHOLES, VAULTS, SEWER CLEANOUTS, STORM DRAIN GRATES, INLETS AND SURVEY MONUMENT BOXES PRIOR TO OVERLAY AND ADJUST TO FINISH GRADE. t----+---+------------+---+----+---+---t I SHE7ET I CITY OF CARLSBAD ~8 ENGINEERING DEPARTMENT l__1U ~==-============--=====: DATE INITIAL DATE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTI-IER APPROVAL CITY APPROVAL PAVEMENT OVERLAY TAMARACK AVENUE STRIPING APPROVED WILLIAM E. Pf;!JM4f~R -· . t?, ,J:;3:j, '" ,5'-S-04 DEPUTY CITY ENGINEER PE 28176 EXPIRESJ 31 06DATE DWN BY: PROJECT NO. I DRAWING NO. ~~~g ~~: a 3667-9 _ 420-1 I I I I I LEGEND: ------ ,- • □ • • () (ctJ &, D I I I I I -----.::::::::: EXIST. VIDEO ~-DETECTION -~ SYSTEM 3" GRIND &: PATCH 20'x/4()' (/11 & #2 LANES) MATCHLINE SEE ABOVE RIGHT 2" GRIND & PATCH 12'x185' (#2 LANE) 2" GRIND & PATCH 12'x200' (#2 LANE) 2• GRIND & PATCH 10'xJ5' (#2 LANE) 2320 LA COSTA A l'f. LA SCALE 1" = 80' 2" GRIND & PATCH 12'x200' 2" GRIND & PATCH 10'x100' (#2 LANE) 2• GRIND & PATCH 10'x420' (#2 LANE) 2348 LA COSTA Al'f. 2324 LA COSTA Al'f. (#2 LANE) SCALE 1• = BO' AREA OF ASPHALT RUBBERIZED HOT MIX (ARHM) 10' WIDE A.C. GRIND (HEADER CUT) 5' WIDE A.C. GRIND (COLD MILL) EXISTING STREET SIGN EXISTING POWER POLE EXISTING UTILITY BOX WATERVA.LVEBOX SEWER MANHOLE STORM DRAIN MANHOLE GAS VAL VE BOX MONUMENT BOX TRAFFIC LOOP 27 WATERVALVES l MONUMENT BOXES 3 MANHOLES 1.5" 2" THICK A.RHM OVERLAY COLD MfLLED AREA EXISTING PAVEMENT TYPICAL SECTION ® N.T.S. 1.5' COLD WU.ED AREA 2348 LA COSTA A l'f. 20' 2• "'I «lf--...,_---llJ0'"11 EXISTA)ti L EXIST. A.B."'--0.0' A.G. GRIND HEADER CUT TYPICALNST~CT/ON (9 : I -------- 2" GRIND &: PATCH 24'x100' (/11 &: #2 LANES) 2" GRIND &: PATCH 10'x40' (#2 LANE) 2370 LA COSTA A \'f. =------------ ---,.---. ...,,,,.- cosi. ~ % 2• GRIND & PATCH /O'x/00' (#2 LANE) -------------- ------ 2" GRIND & PATCH 10'x60' (#2 LAN[) 2428 LA COSTA A\'f. 2" GRIND & PATCH 10'x50' (#2 LANE) 2440 LA COSTA AVE". 2" GRIND &: PATCH 10'x120' (/12 LANE) 2464 LA COSTA Al'f. 2" GRIND & PATCH 10'x4()0' (/12 LANE) 2516 LA COSTA AVE. NOTE: CONTRACTOR SHALL VERIFY ALL EXISTING UTILITY VAL VE BOXES, MANHOLES, VAULTS, SEWER CLEANOUTS, STORM DRAIN GRATES, INLETS AND SURVEY MONUMENT BOXES PRIOR TO OVERLAY AND ADJUST TO FINISH GRADE. l 1----------f---+-----------------it--------t-----t----t----t I SHBEET I CITY OF CARLSBAD ~8 ENGINEERING DEPARTMENT l___1U :===~========:::::'....::====; PAVEMENT OVERLAY LA COSTA AVENUE OVERLAY APPRQVt;D lllL~IAM! P~ER ,44J.46z ~ ?u· .. . o-o· DEPUTY CITY ENGINE RPE28176 EXPIRES3 JI 06 DATE >-----t---+------------------,1-----+--+----+---t DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL C 0) :E 0 G') -......s::a, 0) I\) 0 I ...... STRIPING NOTES: ,/ ii I ' I I ' ' I SCALE 1" = 80' {J) 4• WHIT£ LANE LINE PER CAL 7RANS DETAIL 12 @ 4• DOUBLE l'fLLOW CENTERLINE PER CAL 7RANS DETAIL 22 @ 4• DOUBLE l'fLLOW MEDIAN PER GALT.RANS DETAIL 29 @ 4• DOUBLE l'fLLOW TWO WAY LEFT TURN LANE PER CAL 7RANS DETAIL 32 @; 8" WHIT£ CHANNELIZING LINE PER CAL 7RANS DETAIL 38 @ 6" WHITE BIKE LANE LINE PER CAL 7RANS DETAIL 39 @ 6" WHITE BIKE LANE INTERSECTION LINE PER CAL T.RANS DETAIL 39A (200 L.F.) ([]; 12" WHITE LINE -THERMOPLASTIC 10' INSIDE DIMENSION (TYP) @ TYPE IV (L) PAVEM[NT ARROW -TH[RMOPLASTIC @) TYP[ IV (R) PAVEMENT ARROW -THERMOPLASTIC @ "BIKE LANE" PAVEMENT LEGEND AND ARROW -THERMOPLASTIC SCALE 1" = 80' 4 :>oor------...J.,__ _ _JT.~AP(:!£';/L-__;_\-:7700-r• __. 120 @ "SIGNAL AHEAD" PAVEMENT LEGEND -THERMOPLASTIC, TO BE INSTALLW IN IMMEDIATE VICINITY OF EXIST. W41 SIGN 3 3 8 i I 400' TRANSITION COSTA ------------=-----=== -~------=---- 6 8 J 8 NOTE: CONTRACTOR SHALL VERIFY ALL EXISTING UTILITY VAL VE BOXES, MANHOLES, VAULTS, SEWER CLEANOUTS, STORM DRAIN GRATES, INLETS AND SURVEY MONUMENT BOXES PRIOR TO OVERLAY AND ADJUST TO FINISH GRADE. 1-----i1---+-----------+-----+--l---+------l ~I s=H9E=ET=l-==c=rT=Y==o=F==c=A=R=L=s=B=A=D::=..:l===~~I r ENGINEERING DEPARTMENT DATE INITIAL DATE INITIAL ENGi NEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL PAVEMENT OVERLAY LA COSTA AVENUE STRIPING ,f'.,$-()4 DEPUTY CITY ENGINEER PE 28176 EXPIRES J JI 06 DATE OWN BY: PROJECT NO. I DRAWING NO. ~~~g ~~~ t} 3667-9 _ 420-1 C (0 :.e a c, ...... .s:::-, 00 I\) 0 I ...... 3" GRIND &: PATCH 12'x184' (#2 LANE) (BRAZILIAN STEAKHOUSE) 3" GRIND &: PATCH 50'x100' (if &: #2 LANES) 3• GRIND & PATCH 14'x225' (#2 LANE) SCALE 1" = BO' ::cc-- ::cc-- ----.;::: J" GRIND &: PATCH 24'x60' (if &: #2 LANES) 3" GRIND & PATCH 12'x70' (#1 LANE) 3• GRIND & PATCH 12'x120' (if LANE) ----.;::: 3" GRIND &: PATCH 12'x170' (#2 LANE) J" GRIND & PATCH 12'x30' (MACY'S DRIVEWAY) SCALE 1" = 80' ----- -- DJ CONTRACTOR SHALL INSTALL VIOf'O DETECTION SYSTEM FOR ALL APPROACHES PRIOR TO START OF WORK. SEE' SHEET 18 FOR DETAIL AND NOTES. CONTRACTOR SHALL INSTALL VIDEO DETECnON SYSTEM 2" I..- Ex1sf.A).I EXIST. A.B. 2Q' • I I ¼.i0.0' A.G. GRIND HEADER CUT TYPICALNS;CTION (9 FOR EASTBOUND, WESTBOUND AND NORTHBOUND APPROACHES PRIOR TO START OF WORK. SEE SHEET 18 FOR DETAIL AND NOTES. CONTRACTOR SHALL INSTALL VIDEO DETECnON SYSTEM FOR THE EASTBOUND APPROACH PRIOR TO START OF WORK. SEE SHEET 18 FOR DETAIL AND NOTES. 3" GRIND &: PATCH 12'x100' REMOVE &: REPLACE CROSS GUTTER (62'x6') AND SPANDREL (126 SQ. FT.) 3" GRIND & PATCH 24'x50' (MACY'S) (#1 LANE) (SOUPLANTA nON) 3" GRIND &: PATCH 12'x510' (#2 LANE) ------. 3" GRIND & PATCH 12'x65' ( J.C. PENNEY SIGN) _ ... A 3" GRIND & PATCH 6'x100' (#2 LANE) REMOVE & REPLACE CROSS GUTTER (112 SQ. FT.) &: SPANDREL (270 SQ. FT) 3" GRIND & PATCH 12'x244' MARRON J" GRIND &: PATCH 12'x70' (#2 LANE) -----------------------REMOVE & REPLACE 2 PED. RAMPS & CROSS GUTTER (JO'x/0'} REMOVE & Rf'PLACE JO' CURB & GUTTER (PEARL VISION} • THICK ARHM OVERLAY \'--..::S.,=~=-------'..,.._-----+_J 1.5' 1 5" COW MILLED AREA EXISTING PAVEMENT TYPICAL SECTION ® N.T.S. COl.D MILLED AREA LEGEND: ~ AREA OF ASPHALT RUBBERIZED HOT MIX (ARHM) ------ -. • :::i & • () :e1i & 0 10' WIDE A. C. GRIND (HEADER CUT) 5' WIDE AC. GRIND (COLD MILL) EXISTING STREET SIGN EXISTING POWER POLE EXISTING UTILITY BOX WATER VAL VE BOX SEWER MANHOLE STORM DRAIN MANHOLE GAS VALVE BOX MONUMENT BOX TRAFFIC LOOP 5 BURIED MANHOLES 12 ADVANCE TRAFFIC LOOPS 12 WATER VALVE BOXES 14 CITY MANHOLES ::cc-- :::--.. REMOVE & Rf'PLACE SIDEWALK (5'x5'} --------------.....---c J" GRIND & PATCH 24'x2J5' (#1 & #2 LANES) ~ 3• GRIND & PATCH 12'x280' (#2 LANE} ~ 3• GRIND & PATCH 12'x45' (#2 LANE) 3• GRIND & PATCH 14'x140' (#1 LANE @ MOVIE THEATER) REMOVE & REP LA CE 2 MOD. PED. RAMPS & CROSS GUTTER (50'xB') J" GRIND & PATCH 24'x130' (#1 &: #2 LANES) (SEARS SIGN} 3" GRIND & PATCH J" GRIND & PATCH 6'x40' 6'x5o' A 3" GRIND & PATCH 12'x25' (#2 LANE @ BUS STOP} 3" GRIND & PATCH REMOVE & REPLACE SIDEWALK 10'x5' '--A 1o'xB5' REMOVE & REPLACE 2 MOD. TYPE 'E' PED. RAMPS INCLUDING EXIST, SPANDREL I I -=- ----.;::: REMOVE & REPLACE SIDEWALK (JO'x5'} (1" NA noNAL f3ANK} REMOVE & REPLACE CONCRETE SPANDREL (192 SQ. FT.) NOTE: CONTRACTOR SHALL VERIFY ALL EXISTING UTILITY VAL VE BOXES, MANHOLES, VAULTS, SEWER CLEANOUTS, STORM DRAIN GRATES, INLETS AND SURVEY MONUMENT BOXES PRIOR TO OVERLAY AND ADJUST TO FINISH GRADE. (AT MOVIE THEATER) c'.===r===c================I==I==r===r===1r.====;-;=:;:;~::::;;:::::::::====::::;::::::::::::;::;::==::;::::;-r-;::::;_;::;;;_~ uTI CITY OF CARLSBAD SHEETS 18 0 ENGINEERING DEPARTMENT • PAVEMENT OVERLAY MARRON ROAD ~ OVERLAY .s-~~04 PE 28176 EXPIRESJ 31 06 DATE DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY: CHKD BY: JS RVWD BY: MP PROJECT NO. 3667-9 I DRAWING NO, 420-1 .,l:::a. I\) 0 I ..... 7 SCALE 1• = 80' -~ .... ~-....... r,!!'f!!!!'~r'\\''1'\ JEFFERSON 1 6 =--MARRON -- ---. 1 -....::::: --£__: ----- ---= -----=--- ___ 1 120' 250' SCALE 1" = 80' =--- 4 ~ ~ 5' MARRON ------------------~ C" ''-'-..;:~. 5• 6 ~t: ~· Q z: 200' '" 13 rn -~ jp_L/, _ ~JJ IV\\. ~~ CAt.1'<:0~ 4 1 1 170 I I ~ STRIPING NOTES: (J) 4• WHITE LANE LINE PER CALTRANS DETAIL 9 (]) 4• WHITE LANE LINE PER CAL TRANS DETAIL 10 @ 4. DOUBLE l'FLLOW CENTERLINE PER CAL TRANS DETAIL 22 @ 4• DOUBLE l'FLLOW CENTERLINE PER CAL TRANS DETAIL 23 @ 4• DOUBLE l'FLLOW MEDIAN PER CALTRANS DETAIL 29 {]) 4" DOUBLE l'FLLOW MEDIAN PER CALTRANS DETAIL 30 @) 8" WHITE CHANNELIZING LIN[ P[R CALTRANS D[TAIL 38 @ 8" WHITE CHANNELIZING LIN[ PfR CAL TRANS DfTAIL 38C @ 6" WHITE BIK[ LANE LINE PER CAL TRANS DETAIL 39 @ 6" WHITE BIK[ LANE INTERSECTION LIN[ P[R CAL/RANS DETAIL 39A (200 L.F.) ([]) 12" WHITE LIN[ -TH[RMOPLAS1/C @ TYPf I PAVEMENT ARROW -THERMOPLASTIC @ TYPE IV (L) PAVEMENT ARROW -THERMOPLASTIC TYPE VII (R) PAVEMENT ARROW -THERMOPLASTIC 18 1 TYPf IV (R) PAVfMENT ARROW -THERMOPLASTIC "BIKE LANE" PAVEMENT LEGEND AND ARROW -THERMOPLASTIC @ "SIGNAL AHEAD" PAVEMENT LEGEND -THERMOPLASTIC, TO BE INSTALLED IN IMMEDIATE VICINITY OF EXIST. W41 SIGN 5' -------f!.•=.-=--1=--: - 6 FLARE 60' =-- ----,,, it' ---- 12 NOTE: CONTRACTOR SHALL VERIFY ALL EXISTING UTILITY VAL VE BOXES, MANHOLES, VAULTS, SEWER CLEANOUTS, STORM DRAIN GRATES, INLETS AND SURVEY MONUMENT BOXES PRIOR TO OVERLAY AND ADJUST TO FINISH GRADE. ~ CITY OF CARLSBAD ~ f-----+--+----------------f----+--+----+---1 :=L11-J==1=-'===E:::NG:::I:::N:::EE:::R:::I:::NG::::::D:::E:::P:::AR:::T:::M:::E:::N=T=='--'L!U==B=::; PAVEMENT OVERLAY MARRON ROAD STRIPING APPROVED WILLIAM E.~MJR ,flt'..J/4,; ~ ~ -,£~,S:-04 DEPUTY CITY ENGINEER PE 28176 EXPIRESJ 31 06 DATE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY: PROJECT NO. I DRAWING NO. ~~~g ~~: t% 3667-9 _ 420-1 C ... ~ ... C) g, ... 00 UNICORNIO ST. A --------------------------------------------------------------------- \ \ \ -------------------------------------------------- 1-:c: C!) -a:: I t8 CF) I I I I I ) ~ c:, $: C) en :-i ~j SCALE 1" = 40' 80 0 10 20 I ~ ------------------------------- UNICORNIO ST. SCALE 1" = 40' 80 ~o 40 80 I I I LEGEND: ~ AREA OF ASPHALT RUBBERIZED HOT MIX (ARHM) --10' WIDE A.C. GRIND (HEADER CUT) ----5' WIDE A.C. GRIND (COLD MILL) -.-EXISTING STREET SIGN • EXISTING POWER POLE □ EXISTING UTILITY BOX ... WATER VALVE BOX • SEWER MANHOLE C) STORM ORAIN MANHOLE (il) GAS VAL VE BOX !ch MONUMENT BOX 0 TRAFFIC LOOP 10'x50' 4" GRIND & PATCH 40 80 I I A -------------------------- -------------- 25'x65' 4• GRIND & PATCH I I I I \ \ G) I ::0 C I r i; I \ \ en \ \ :-I \ I \ \ \ \ \ I I I I ' ' I ' ' ) -------- -- QFES . C !:? (!) . w \.j: 02 a: 'Exp.{atJ<:i/Q c,v1 FCA ( , , -------------------------------------- ,,.----------------------------. 20'x65' 4" GRIND & PATCH ' ' ) I I I ( 1 o· NOTE: COLD MILLED AREA 1.5" THICK ARHM OVERLAY 1• LEVELING COURSE 1.0" EXISTING PAVEMENT COLD MILLED AREA TYPICAL SECTION ® N.T.S. 10' 1. s• 1-<I oEE--'-"----l•...il EXISI. \J l EXIST. A.B. ~ 0.0' A.G. GRIND HEADER CUT TYPICALNST~CT/ON (9 CONTRACTOR SHALL VERIFY ALL EXISTING UTILITY VALVE BOXES, MANHOLES, VAULTS, SEWER CLEANOUTS, STORM DRAIN GRATES, INLETS AND SURVEY MONUMENT BOXES PRIOR TO OVERLAY AND ADJUST TO FINISH GRADE. l----+---+-------------+-----+-----+----+--------11 SH1E2.ET I CITY OF CARLSBAD ~8 :==::::::...::::=:::EN::::G:::l:::N:::E E::R:::l::::NG:::::D::::E::::P::::A R::::T::::M::::E:::N=T =='...'.Ll§_J==~ PAVEMENT OVERLAY UNICORN/0 STREET OVERLAY APPRJ)VED ~LL/AM ~.J!b~JiER . 1--------+--+--------------------jl-----+--+-------+----I ~ ·?/4, ~ ~.. ....._ .S:··.S'.~ 1-----+---+------------------,1-----+--+----+---1 DEPUTY CITY ENGINEER PE 28176 EXPIRESJ JI 06DATE DWN BY: PROJECT NO. CHKD BY: JS 3667-9 RVWD BY: MP DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL I DRAWING NO. 420-1 ' i C -~ I\) G) 2. _.s::a. 00 I\) 0 I ...... I I I I I \ A I ' \ \ I I I I I \ I I \ NO LEVELING COURSE ON 5' A. C. GRrND AREA 30 I I \ \ SCALE 1• = 30' 0 15 JO I \ A 60 NO LEVELJNG COURSE: ON 5' A. C. GRIND AREA NO LEVELING COURSE ON 5' A. C. GRrNO AREA ,.o· COLD MILLED AR~A 1.5" THICK ARHM OVERLAY 1" LEVELING COURSE 1_0• EXISTING PAVEMENT COLD M~LED AREA TYPICAL SECTION e) N.T.S. 10' 1.s• I• • I EXISI\J . l EXIST. A.B.-:::0.0' / A.G. GRIND HEADER CUT TYPICALNST~CT/ON (9 ' ' I / \ I I I LEGEND: ~ AREA Of ASPHALT RUBBERIZED HOT MIX (ARHM) --10' WIDE AC. GRIND (HEADER CUT) ----5' WIDE A.C. GRIND (COLD MILL) or EXISTING STREET SIGN .. EXISTING POWER POLE [] EXrSTING UTILITY BOX ,ii, WATER VAL VE BOX • SEWER MANHOLE ,· \ '," .J STORM DRArN MANHOLE (~) GAS VALVE BOX ,~ MONUMENT BOX CJ TRAFFIC LOOP ' I 7 WATERVALVES 4 MANHOLES rE"ss;0~ . SC/.f"1 , 0213 pJ/JoJl.'i. C!V\\. OFcAU NOTE: CONTRACTOR SHALL VERIFY ALL EXISTING UTILITY VAL VE BOXES, MANHOLES, VAULTS, SEWER CLEANOUTS, STORM DRAIN GRATES, INLETS AND SURVEY MONUMENT BOXES PRIOR TO OVERLAY AND ADJUST TO FINISH GRADE. , ~_________j-....._+----------i-----i----;-----,--~ I SH1E3ET I CITY OF CARLS BAD ~8 ,..._ ~=~~=:::E::NG::l::::.N::EE::R:::l:::NG:::::D:::E:::P::::A::::RT::::l-1::::E::N:::T==:'...'L_!U=::::::::~ 1--+--+----------------t----t-----t--r--. DA TE INITIAL DATE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL PAVEMENT OVERLAY AVENIDA DEL PARAS/0 OVERLAY APf;R~VED W1!:f1AM,f. ~lj.[R ~-<t~ .. '-~ ~· • .~-vf--(M DEPUTY CITY ENGINEER PE 28176 EXPIRESJ JI 06DATE DWN BY: PROJECT NO. I DRAWING NO, CHKD BY: JS 3667-9 420-1 RVWD BY: MP .... c,.) 9. .... 0) C :e C') .s:;.. I\) 0 I ..... 1/ 1/ LEGEND: ~ AREA OF ASPHALT RUBBERIZED HOT MIX (ARHM) --10' WIDE A.G. GRIND (HEADER CUT) ----5' WIDE AC GRIND (COLD MILL) -. EXISTING STREET SIGN • EXISTING POWER POLE 17 EXISTING UTILITY BOX • WATER VALVE BOX • SEWER MANHOLE () STORM DRAIN MANHOLE 9 WATERVALVEBOXES (G,': GAS VALVE BOX 2 SEWER MANHOLES & MONUMENT BOX 0 TRAFFIC LOOP 1,0" STRIPING NOTES: (fl; 12" WHITE LINE -THERMOPLASTIC 1.5" THICK ARHM OVERLAY COLD MILLED AREA EXISTING PAVEMENT TYPICAL SECTION ® N.T.S. ,.rr COLD MILLED AREA BEGIN SKIN PATCH AT 2081 LAS PALMAS 1/2" SKIN PATCH & LEVELING COURSE LAS 14'x400' (SOUTH OF CENTERLINE) / / @ 4" DOUBLE YELLOW CENTERLINE PER CAL TRANS DETAIL 21 @ "STOP" PAVEMENT LEGEND -THERMOPLASTIC ---- 1.5" THICK ARHM OVfRLA Y 1" LEVELING COURSE COLD MILLED AREA EXISTING PAVEMENT TYPICAL SECTION ® N.T.S. ------------- PALMAS COLD MILLED AREA ------- ftD.'I< 60213 P-¥l~'i. CIVIi. OF CAI.I 10' 1.s· "I •-.....t.11.--,•►I EXISt!\J l EXIST. A.B. -.___ 0.0' A.G. GRIND HEADER CUT TYPICALNS:SCTION (9 CAMINO -- SCALE 1" = 60' VIDA --- 4 ROBLE --- 2B'x100' 4• GRIND & PATCH CENTERED IN ROAD REMOVE & REPLACE DRIVEWAY APPROACH INCLUDING CURB & GUTTER 6'xJ6' (2251 LAS PALMAS) --------------------- -------------------------------------------- DR. DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL NOTE: DATE INITIAL CITY APPROVAL CONTRACTOR SHALL VERIFY ALL EXISTING UTILITY VAL VE BOXES, MANHOLES, VAULTS, SEWER CLEANOUTS, STORM DRAIN GRATES, INLETS AND SURVEY MONUMENT BOXES PRIOR TO OVERLAY AND ADJUST TO FINISH GRADE. PAVEMENT OVERLAY LAS PALMAS DRIVE OVERLAY & STRIPING APPRO~ED ~LL/AM E.!:LJJ.MP 6:::Min ~ 2---"~•--, 6-.~4 DEPUTY CITY ENGINEER PE 28176 EXPIRESJ 31 06DATE DWN BY: -~-PROJECT NO. CHKD BY: JS 3667-9 RVWD BY: MP I DRAWING NO. 420-1 ~------- ·---------- STRIPING NOTES: @ 4• DOUBLE YELLOW CENTERLINE PER CALTRANS DETAIL 22 ® 12" WHITE UN£ -THERMOPLASTTC @> TYPE I PAVEMENT ARROW -THERMOPLASTTC @> TYPE IV (L) PAVEMENT ARROW -THERMOPLASTTC ® TYPE VII (R) PAVEMENT ARROW -THERMOPLASTTC @ 4" DOUBLE YELLOW CENTERLINE PER CAL TRANS DETAIL 21 & 8" WHITE CHANNELIZING UN£ PER CAL TRANS DETAIL 38A ·---------- LEGEND: ~ ~ • • AREA OF ASPHALT RUBBERIZED HOT MIX (ARHM) REMOVE EXISTING SECTION AND REPLACE WITH 3" AC ON 6" AB THEN OVERLAY WITH 1.5' OF ARHM 10' WIDE A.G. GRIND (HEADER CUT) 5' WIDE A.G. GRIND (COLD MILL) EXISTING STREET SIGN EXISTING POWER POLE EXISTING UTILITY BOX WATER VALVE BOX SEWER MANHOLE STORM DRAIN MANHOLE GAS VAL VE BOX MONUMENT BOX TRAFFIC LOOP i ' , ' ' ) i s :, I I I I I I :, I I 1.0' SCALE 1• = 40' REMOVE & REPLACE SIDEWALK (5'x20') AND DRIVEWAY (5'x20') l REMOVE & REPLACE CROSS GUTTER 6'x15' BEECH AVE. --- ' ---,---------------------------------- ,---------------------------------------... ' ( 9 ~ {J) ~ tJ OJ l~ 4 ' ' ----- 150 4 1 OJ WATER VALVES MANHOLE CONTRACTOR SHALL INSTALL VIDEO DETECTTON SYSTEM FOR WES1BOUND APPROACH PRIOR TO START OF WORK. SEE SHEET 18 FOR DETAIL AND NOTES. CONTRACTOR SHALL INSTALL VIDEO DETECTION SYSTEM FOR ALL APPROACHS PRIOR TO START OF WORK. SIT SHEET 18 FOR DETAIL AND NOTES. SCALE 1" = 40' BEECH AVE. ,-------------------------------------...__ ' ( 1.5" THICK ARHM OVERLAY 1.0" COLD MILLED AREA EXISTING PAVEMENT COLD MILLED AREA TYPICAL SECTION DOVE LANE N.T.S. ® ~ "ti ~ ~ ~ ~ ---- ~ "ti ~ -z ~ ~ ~ "-.._ \ ' ' \ \ I \ \ I I \ "-.._ \ \ ' ' \ \ \ \ \ I \ I I \ < (!) 1 /. ~ 1,~-C 60213 xp~ jo CtV\\. OF CA\. \ \ \ I ' ' ' ' I ' ) ' I ' ' ' ' ' I I --------- I I \ \ \ I \ I I I \ I \ \ \ \ \ I I \ I I \ I \ Im I,- \ ~ I -,z \~ I~ I ,- \ REMOVE cit REPLACE-~ SPANDREL S 120 SQ. FT. REMOVE & REPLACE--. I CROSS GUTTER 6'x24' I ' ' I I I '1 I, I I I I I I I I I I \ I \ \ \ I \ \ \ I I I I I I I I I I I I I I I I ' I I I I I I I I I I I I \ \ ' I I I I I ' ' ' 3" GRIND & PATCH 15'x120' ,,---------, ' ( I \ I I \ ' ( I I \ I I \ , \ I I I I~ ~ I lJ I~ 1~ ,;:g I • l 3" GRIND & PATCH 10'x25' A ......__ __ ------- 3"GRIND & PATCH 10'x10' DOVE LN. REMOVE & REPLACE SIDEWALK 10'x10' NEW EXTENSION OF DOVE LANE SCALE 1" = 40' I SCALE 1• = 40' WATER VALVE MANHOLE ------------------'---DOVE LN. NOTE: CONTRACTOR SHALL VERIFY ALL EXISTING UTILITY VAL VE BOXES, MANHOLES, VAULTS, SEWER CLEANOUTS, STORM DRAIN GRATES, INLETS AND SURVEY MONUMENT BOXES PRIOR TO OVERLAY AND ADJUST TO FINISH GRADE. ~ CITY OF CARLS BAD I SHEETS I l---+---+----------------1---+--+---+---I ~ ENGINEERING DEPARTMENT 18 l---+---+----------------1-----+--+---+---I DATE INITIAL DATE-INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL PAVEMENT OVERLAY BEECH AVENUE & DOVE LANE OVERLAY & STRIPING APPROVED WILLIAM [. PLUMMER 4~•-~ p~ a&~1 DEPUTY CITY ENGINEER PE 28176 EXPIRESJ 31 06 DATE DWN BY: PROJECT NO. CHKD BY: JS 3667-9 RVWD BY: MP I DRAWING NO. 420-1 C ... ~ (Jt G') a ... ~ 0:, I\) 0 I ~ LEGEND: ----- -. • □ A • CJ <C) & 0 2' GRIND & PATCH 6'xJ0' 2" GRIND & PATCH 1B'xJ6' 2" GRIND & PA TCH J0'x75' AREA OF ASPHALT CONCRETE OVERLAY 10' WIDE A.C. GRIND (HEADER CUT) 5' WIDE A.G. GRIND (COLD MILL) EXISTING STREET SIGN EXISTING POWER POLE EXISTING UTILITY BOX WATER VALVE BOX SEWER MANHOLE STORM DRAIN MANHOLE GAS VALVE BOX MONUMENT BOX TRAFFIC LOOP 1.0" - -- COLD MILLED AREA 2' GRIND & PATCH 25'x40' REMOVE & REPLACE CROSS GUTTER & SPANDREL J'x46' - 2" GRIND & PATCH 9'x18' 'MT/-/ ROOT REMOVAL 2" GRIND & PATCH 10'x15' 1.5' THICK OVERLAY EXISTING PAVEMENT TYPICAL SECTION ® N.T.S. ----- -- i I - 2" GRIND & PATCH 6'xJ0' GLASGOW DRIVE QFESSIQ . CJt & "'i ~ . C 60213 X: xp~~~j_ C/V\\. OF CALl'r GALA VERA HILLS COMMUNITY CENTER 2" GRIND & PATCH 10'x18' NOTE: CONTRACTOR SHALL VERIFY ALL EXISTING UTILITY VALVE BOXES, MANHOLES, VAULTS, SEWER CLEANOUTS, STORM DRAIN GRATES, INLETS AND SURVEY MONUMENT BOXES PRIOR TO OVERLAY AND ADJUST TO FINISH GRADE. ~ CITY OF CARLSBAD I SHEETS I l----l----+-----------------1-----+---1--~l----l L_!Q_j ENGINEERING DEPARTMENT 18 1---f--+---------------+----+--+---11-----1 DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL PAVEMENT OVERLAY CALAVERA COMMUNITY CENTER PARKING LOT OVERLAY .... en 0 -.... 00 C :E G') .s:=-, I\) 0 I ..,. 1r, ~· O:i --" ~ -~ . - ' --. I - I I ); ~ ~ I - 8.5' TRASH TYP. 8.5' TYP. WHITE WHITE L/N[S~100MM ~ I \""~ \{ vlJV \\ '\;I 8.5' TYP. N \ I/ VI ~ BLU[ LINES~ 1 OOMM 35· I i I I I = L/N[S ~ 1 OOMM @) \_ ~ I/ -t <i5 / 9· 5 \\ ~ I)~ /' 9 8.5' TYP. 9 ri --...._____ 10 ~ ½ ~ --------- 8 ~ CALA VERA HILLS COMMUNITY CENTER "' 60213 rn fixp {,. 'go Jot./ :r, -. C/V\\. F CA\.I J @ / ~ t I/ ' ~ ~ ~ g 5' 9' TRASH GLASGOW DRIVE STRIPING NOTES: ~ @ @ @ 12" WHITE UN[ -7H[RMOPLASTIC 'STOP" PAVEMENT LEGEND -THERMOPLASTIC 4" WHITE PARKING STALL LIN[, 20' LONG, TYPICAL DISABLED PARKING STALLS PER SDRSD NO. M27A DISA8L[D PARKING PAVEMENT SYMBOL PER SDRSD M-29 SCAL[ 1' = 20' NOTE: CONTRACTOR SHALL VERIFY ALL EXISTING UTILITY VALVE BOXES, MANHOLES, VAULTS, SEWER CLEANOUTS, STORM DRAIN GRATES, INLETS AND SURVEY MONUMENT BOXES PRIOR TO OVERLAY AND ADJUST TO FINISH GRADE ~ CITY OF CARLSBAD I SHEETS I t----+----+--------------+----+----+--+----< l__l{_j ENGINEERING DEPARTMENT 18 1----+----+--------------t----+----+--+----i PAVEMENT OVERLAY CALAVERA COMMUNITY CENTER PARKING LOT STRIPING Af'f,R9VE[} Wl~IAM E.?fZ[R ~. f. ~, .. " s-,,;:~a4 t----+---+--------------+----+-----t---+---1 DEPUTY CITY ENGINEER PE 28176 EXPIRESJ JI 06DATE t--c-=-+cc=--+--------------+----+-----t---+---1 DWN BY:-~-PROJECT NO. DATE INITIAL t---DA_T_E~IN_ITI_A_L+--D_ATE_~INI_TIA_L--< CHKD BY: JS 3667_9 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: MP I DRAWING NO. 420-1 C -:E ..... C') 9. -.s::i., 01) I\) 0 I ..... EB APPROACH . SB APPROACH I --1> - ~~ 8 NB APPROACH ' ' FURNISH AND INSTALL VIDEO DE:TECTTON CAMERA (ITERIS VANTAGE EDGE OR APPROVED EQUAL) ON LUM/NA/RE MAST ARM, INCLUDING ALL WIRING AND ANCILLARY EQUIPMENT. FURNISH AND INSTALL VIDEO DETECTION PROCESSORS (ITERIS VANTAGE EDGE OR APPROVED EQUAL) AND VIDEO MONITOR IN EXISTING CONTROLLER CABINET. NOTE: WB VIDEO DETECTTON SYSTEM SHALL PROVIDE VEHICLE AND BICYCLE APPROACH DETECTION FOR ALL APPROACHES PER THE APPROPRIATE TRAFFIC SIGNAL PLANS: LOCATION: RANCHO SANTA FE RD. & CALLE BARCELONA RANCHO SANTA FE RD. & CAMINO DE LOS COCHES RANCHO SANTA FE RO. & LA COSTA AVE. EL CAMINO REAL & DOVE LN. EL CAMINO REAL & AV/ARA PKWY./ALGA RD. EL CAMINO REAL & ARENAL RD. EL CAMINO REAL & TAMARACK AVE. TAMARACK A VE. & CARLSBAD VILLAGE DR. MARRON RO. & JEFFERSON ST. MARRON RD. & MONROE ST. MARRON RO. & CINEMA WAY MARRON RO. & EL CAMINO REAL CARLSBAD BL VD. & BEECH A VE. SHEET 2 2 2 4 4 4 6 6 10 10 10 10 15 VIDEO DETECTION SYSTEM, TYPICAL N. T.S. 1 PROPOSED I ~ -CROSSWALK ~ '-I DETAIL B: TYPICAL CROSSWALK PLACEMENT N. T.S. I 1 I I I i=1 ===::;;=== >: 10 '1 ,._ 'PROPOSED l , 11,..-1 ,-1 ---C[NT[RLIN[ "-STRIPING ---10'--L',12!~ L', ' ,Lu PROPOSED/ • --lc~":J LIMIT LIN[ DETAIL A: TYPICAL STRIPING AT INTERSECTIONS N. T.S. APPROACHES NB, SB, EB, WB NB, SB, WB NB ONLY NB, SB, EB, WB NB, SB, EB, WB NB, SB, EB, WB WB ONLY EB ONLY NB, SB, EB, WB NB, EB, WB SB, EB, WB EB ONLY WB ONLY PWG, NO, J23-8 262-1 J68-2 189-1D J62-J J64-5 J21-5 JOJ-2 267-4 267-4 195-2 195-2 JJJ-6 I I ·I I )I, ◄ 18' I 18' ►I [IC J[IC ::Ill [] [IC =m;:: ::Ill ,3 @ 6' O.C. (WHIT[) 4" WHIT[ LAN[ LIN[ (CAL TRANS DETAIL 12) N. T.S. -10' o.c. - □ TYP. -TYP. -____ ::IIJ[_g ___ =Jr_aaw~1J1I_j=-g_JI[ ___ _ -----,y,------JI[------JII--• ___ ][[ ___ _ ____ __LLL______ -------13,,------- ----------------J" ___ ----____ ::IIJ[ ______ JI[ ______ ::rrr:::f ____ JI[ ___ _ ====::IIJ[======JI[======Jl]_+====JI[==== □ 24' [J I ◄ •I 4" DOUBLE YELLOW PAINTED MEDIAN (CAL TRANS DETAIL 29) N. T.S. 10' O.C. TYP. 3 ,, [l (YELLOW) [J i ____ ::IIJ[ ______ JI[ ______ JI[ ______ JI[_ -- -----,y,------JI[------JI[------JI[-t--____ ---1.1..L ______ --------------- □ □ I ◄ 24' ►I 4" DOUBLE YELLOW LIN[ (CAL TRANS DETAIL 22) N. T.S. -10' o.c. 8" WHIT[ CHANNELIZING LIN[ (CALTRANS DETAIL 38) N. T.S: LEGEND: 1 ◄ 12' ►1 ◄ 12' ►1 ◄ 12' ►1 ◄ 24' ►1 YELLOW 3 @( 6~' O.C. TYP. [] [] ~--□ --1~11~-.......... ,-n-~ ............... --rrr ..... [] =--= = = ][IC = = = =m:= J[IC ][IC = = = 111 _ _ __ --1..1.L _LI.L ___ -1.1.L _ _ [] [IC J[IC ::Ill [IC J[IC ::Ill [] 1 .. 18' .. 1 .. 12· ►I ◄ 36' .. 1 .. 12· .. 1 .. 18' .. 1 [] [IC J[IC ::Ill [IC J[IC ::Ill [] ===][IC=== =m:= J[IC ][IC== =~1~11_ -= = [] 24' [] I· •I [] 4" YELLOW TWO WAY LEFT TURN LAN[ (CAL TRANS DETAIL 32) N. T.S. I I -------------~ ~ --------------h,1 ---A -r'l "'Jr-" c:::: / • ~ -------------ri ~ --------------~ I I 10' ~-r2' O.C. (MAX.) ~_L(WHITE) TYP. ~ ~ ~ ~ ~ 12" WHIT[ CROSS-WALK LINES N. T.S. NOT[: US[ YELLOW MARKERS FOR YELLOW CROSSWALKS MARKERS ON C[NT[RLIN[ I 1 (WHIT[) TYP. I I I I [I] I I I I !rti1 [---] --- [] [I] PERMANENT STRIPING PER CAL TRANS STD. PLAN PERMANENT PA V[M[NT MARKERS PER CAL TRANS STD. PLAN TEMPORARY PA V[M[NT MARKERS P[R CAL TRANS 12" WHIT[ STOP BAR N. T.S. ~8 CITY OF CARLSBAD ~8 1----+---+--------------+---+---+--+----I LJ.§__j ENGINEERING DEPARTMENT L.lU 1----+----+--------------+---t----t---i----i PAVEMENT OVERLAY DETAILS APPRQ.VED Wf~LIAM ,,j. ':}JJM,M!1: 1-----1---1---------------+---+----+---+----1 L#4Mr ~ ~~, ._ s...s:~ DEPUTY CITY ENGINEER PE 28176 EXPIRESJ/J7/06DATE l----+---+--------------t-----t----t---t------1 DA TE INITIAL ENGINEER Of WORK REVISION DESCRIPTION DWN BY: ffp., I PROJECT NO. I DRAWING NO. I--DA_TE__,_IN_lll_AL-+-_DA_TE__,_IN_ITI_AL--1 CRHVKWDD BBYY:. ---3667-9 420-1 OTHER APPROVAL CITY APPROVAL