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Home My WebLink AboutDWG 404-6; 3667-5; PAVEMENT OVERLAY OF PAR, ECR & PASEO DEL NORTE; 01-13PASEO DEL NORTE OVERLAY-SHEETS 4 & 5 STRIPING-SHEETS 9 & 10 CONSTRUCTION PLANS FOR PAVEMENT OVERLAY OF PALOMAR AIRPORT ROAD, .. VICINITY MAP NOT TO SCALE EL CAMINO REAL & PASEO DEL NORTE EL CAMINO REAL OVERLAY-SHEET 6 STRIPING-SHEET 11 PALOMAR AIRPORT RD. OVERLAY-SHEETS 2 & 3 STRIPING-SHEETS 7 & 8 PROJECT NO 3667-5 CITY OF CARLSBAD CARLSBAD, CALIFORNIA CITY COUNCIL CLAUDE A. #BUD" LEWIS -MAYOR ANN J. KULCHIN -MAYOR PRO TEM RAMONA FINNILA -COUNCIL MEMBER MA TT HALL -COUNCIL MEMBER MARK PACKARD -COUNCIL MEMBER RAYMOND R. PATCHETT CITY MANAGER ROBERT J. GREANEY DEPUTY PUBLIC WORKS DIRECTOR FOR MAINTENANCE AND OPERATIONS WILLIAM E. PLUMMER DEPUTY CITY ENGINEER FOR DESIGN "AS BUILT" ( 0213 :n '! _ /'!,O/fJ>i · ,II P.E. __ EXP. __ DATE ~ CITY OF CARLSBAD I SHEETS I r---+--+----------+----+--+--t----1 LU ENGINEERING DEPARTMENT 13 t-----+--+-----------i----+-----t--t-----1 PAVEMENT OVERLAY PROJECT APPROVED WlLLl~!LUMMER DEPUTY CITY ENGINEER CiVl'- F CALI r---+--+----------+----+----t--t----1 ./4-.J#e· -£ ~ PS S:-Z-03 r,:;;-:~;:-;:-;;:-;--------7--+--+~=,.-,m,;,-;;;-------+-+--+--i----l RCE 28176 EXPIRES 3 31 06 DATE REV!Ev/ED BY, INSPECTOR DA TE INITIAL --DA-TE-ENGINEER OF WORK REVISION DESCRIPTION DWN BY: I f---D_AT_E ~INITI_AL-+--DA_TE~IN_ITIA-----jL CHKD BY: JS OTHER APPROVAL CITY APPROVAL RVWD BY: MP . PROJECT NO. I DRAWING NO. 3667-5 . 404-6 C :E ..... G') 0 ::: ~ ~o ~ I c,, SOG&E VAULT Y',1 TH AH ~ ~ crl a 0 ~ ~ CONTINUED ON SHEETS FULL DEPTH PATCH 10' X 15' SDG&E VAULT W/ 3 SQUARE AH SDG&E VAULT Y',1TH AH PALOMAR AIRPORT RD. 2" GRIND & PATCH #2 LANE 5" X 175' _,.A 410' TO ~ X-WALK .- FULL DEPTH PATCH 5' X /Q' J LANE -----------------------------------_J ------------ 5' x 10' SIDEWALK 20' CURB & GUTTER PAC BELL AH 2" GRIND & PATCH #3 LANE 5° X 130' ~ ? ~ ---· CONTINUED ON SHEETS PAC BEU AH 8' X 10' SIDEWALK 10' CURB & GUTTER MONITORING ~LL 2' x 6' SIDEWALK SCALE 1" = BO' 80 0 20 40 8011111111111111111111111oj160 CARL"S JR. DRIVEWAY MEDIAN CURB & GUTTER (TYP) 5' x 10' SIDEWALK 5' CURB & GUTTER COSTCO BACK ENTRANCE 2" ARHM OVERLAY COLD MILLED AREA 0.00' NTS EX. MEDIAN VARIES 8'-18' n ------ 2'ARHM OVERLAY ---- -... A COLD MILLED AREA EXISTING AC/AB SECTION TYPICAL SECTION -- -- SCALE 1" = 80' 8,.0 111111111111111111111111111111 ~0 20 40 80 I 1iiiiii1 ~I 160 I 2" GRIND & PATCH #3 LANE 2" GRIND & PATCH #2 & ,#3 LANES 10 X 80' 2" GRIND & PATCH #3 LANE 5' X 20' 2• GRIND & PATCH #2 LANE 5' X 50' 10' x 30' ----- 5' x 20" SIDEWALK FULL DEPTH PATCH -2" GRIND & PATCH ~ AREA OF ASPHALT RUBBERIZED HOT MIX (ARHM) OVERLAY - -10' WIDE AC. 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 DETECTORS RECLAIMED WATER VALVE 2" GRIND & PATCH #2 LANE 5' X 135' 5' x 12' SIDEWALK 10' 0.11• I• •I EX/SI A~: l EXIST. A.B. "-0.0' A.G. GRIND HEADER CUT fYPICALNSTE2TION (9 5' x 15' SIDEWALK 10' CURB & GUTTER ----- 2" GRIND & PATCH #J LANE 5 1 X 20' 2 --- 410' TO X-WALK IT] _ ... A _.,_A INSTALL VIDEO DETECTION SYSTEM FOR ALL APPROACHES. SEE DETAIL ON SHEET 12. VIDEO DETECTION SYSTEM SHALL BE INSTALLED PRIOR TO CONSTRUCTION. INSTALL TYPE "E" ADVANCE LOOP DETECTORS AS SHOWN. USE EXISTING CONDUIT. 2" GRIND & PATCH #3 LANE 5' X 50' 15' CURB & GUTTER 350' TO X-WALK 5' x 10' SIDEWALK 2" GRIND & PATCH #2 & #3 LANES 5' X 20' -------- 5' x 30' SIDEWALK 4' CURB & GUTTER g >-LU -J -J ~ ~ ~ ::c: FULL DEPTH PATCH #2 LANE 12' X 70' ---CJ) rn OJ rn r- -· 0 < r-s 35D' TO X-WALK 2• GRIND & PATCH #2 LANE FULL DEPTH PATCH #2 LAN£ 12' X 144' 5' X 82' 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---1----1----------t----+--t---t-----1 I SH2EET I CITY OF CARLSBAD ~ '.====--'====EN:::::G:::::l:::::N:=EE:::::R:=l:::::NG:::::::::D::::E=P=AR=T=M=E=N=T=='...'.~=="=:; so213 lIJ I 'jo/O'I i CIV\\. F CAll r 1-------c--+--~c-+~I ~0.f), 5 f../T /3 DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL PAVEMENT OVERLAY PALOMAR AIRPORT ROAD APPROVED WILLIAM E. ~'1fR . q/~; f, ~ • ., 1 _ .S:Z-63 DEPUTY CITY ENGINEER PE 28176 EXPIRESJ JI 06DATE DATE INITIAL CITY APPROVAL DWN BY: ~......,..~ PROJECT NO. I DRAWING NO. ~~~g ~~~ a 3667-s . 404-6 ~ 2" GRIND & PATCH 2• GRIND & PATCH #J LANE #2 LANE ~ [i' X 120' -I 0 :x:. i::. z tn [I] 0 5' X 65' ---- ::.--- :;;..---- ------ AC REPAIR AROUND VALVE BOX _,_A INSTALL \1/DEO DETECnON SYSTEM FOR ALL APPROACHES. SEE DETAIL ON SHEET 12. VIDEO DETECnON SYSTEM SHALL BE INSTALLED PRIOR TO CONSTRUCnON. INSTALL TYPE "[" ADVANCE LOOP DETECTORS AS SHOWN. USE EXISnNG CONDUIT. 2" GRIND & PATCH #2 LANE 5' X 75' BO I 2" GRIND & PATCH #J LANE 5' X 92' SCALE 1" = 80' 02040 8D ~~iii, 160 I 2• GR/NO & PATCH #2 LANE 5' X 150' 350' TO X-WALK LEGEND: -. • Cl ... • () & (l) Lj\ FULL DEPTH PATCH 2" GRIND & PATCH AREA OF ASPHALT RUBBERIZED HOT MIX (ARHM) OVERLAY 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 VALVE BOX MONUMENT BOX TRAFFIC LOOP DETECTORS RECLAIMED WATER VALVE AC. GRIND HEADER CUT TYPICAL SECTION ® N.TS ~ .s 2" GRIND & PATCH #2 &: #J LANES 10' X 44' N 1~ 2" GRIND & PATCH ~ #2 LANE 2• GRIND & PATCH #2 LANE 5' X 40' 2• GRIND & PATCH #3 LANE 12' X J5' PACBELL AH i:i:f [i' X /50' " cf G PALOMAR AIRPORT B._D. A ------------ 5' x 5' SIDEWALK 2• GRIND & PATCH #2 LANE 10' X 80' W£sr OAKS WY. 2"ARHM OVERLAY COLD MILLED AREA EX. MEDIAN VARIES 8'-18' FULL OE:PTH PATCH #J LANE 10' X 100' 2" GRIND & PATCH #3 LANE 5' X /JO' 2"ARHM OVERLAY FULL DEPTH PATCH #2 & #J LANES 24' X 150' J5o' ro X-WALK FULL DEPTH PATCH #J LANE 72' X 60' - 2• GRIND & PATCH #2 LANE 70' X 700' 2• GRIND &: PATCH #J LANE 5' X 42' COLD MILLED AREA --- 0.00' EXISTING AC/AB SECTION NTS TYPICAL SECTION rn 60213 '.cf: 'jo}O'f ' CIV\\. OF CA\. 2" GRIND & PATCH #J LANE 5' X /Q' 2• GRIND & PATCH #2 LANE /Q' X 140' --......::: A ::---. 2" GRIND & PATCH 80 I ::---. SCALE 1" = 80' a 20 40 ~ :---- -......::: 80 I =--- 2" GRIND & PATCH #J LANE 5' X 24' #J LANE FULL DEPTH PATCH 6' x 60' #2 LANE ;:;; 6' X 60' ::: FULL DEPTH PATCH ,fi #3 LANE "-6' X 60' 5' x 10' SIDEWALK ;:: ~ "< -.J 160 I 2" GRIND & PATCH #3 LANE 5' X 100' ::-- NOTE: tE -.J 5 fiJ Qj tit CJj ::----.. 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. t-------t--+-------------1-----l------l---1------I :=I S=H3E=ET='-1 '=c=I=T=Y===O=F==C=A=R=L=S=B=A=D=-'=I =~~I ENGINEERING DEPARTMENT PAVEMENT OVERLAY PALOMAR AIRPORT ROAD APPRO~ED _'MLLIAM E . .fill.~MER ,/40¼, ,,_, '.J:;;i1-:rs • .. .S-()~. §1 DEPUTY CITY ENGINEER PE 28176 EXPIRES 3 31 06 DA TE 1/,JOcO 5/.11 13 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY: PROJECT NO. I DRAWING NO. ~~~g ~~: !J 3667-5 . 404-6 C w :e 0 G") -.... .i:i.. wO .i:i.. I O') I I I I I i 2 r-z rn C I I I L ____ _ -- BO I • [] ... • cc SCALE 1" = 80' II' x 25' DRIVEWAY APPROACH FULL DEPTH PATCH 2' GRIND & PATCH --------.::: 5' x 10' SIDEWALK 160 I 2• GRIND & PATCH fO' X 3QQ' 80 I AREA OF ASPHALT RUBBERIZED HOT MIX (ARHM) OVERLA y 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 DETECTOR RECLAIMED WATER VAL VE BOX PAC BELL MANHOLE • FULL DEPTH PATCH 5' X 125' 5' X 10' APPROACH WING 2· GR51'NxD 5&0,PATCH 5' x 5' STORM DRAIN MANHOLE 5' x 5' SIDEWALK 2• GRIND & PATCH 5' X 200' 5' x 5' SIDEWALK _--------,r- 2" GRIND & PATCH 5' X 850' L 8' x JO' DRIVEWAY APPROACH (KEN GRODY GMC) JO' CURB & GUTTER (5445 PASEO DEL NORTE) INSTALL VIDEO DETECnON SYSTEM FOR ALL APPROACHES. SEE DETAIL ON SHEET 12. VIDEO DETECnON SYSTEM SHALL BE INSTALLED PRIOR TO CONSTRUCTTON. 2" GRIND & PATCH 5' X 1DO' 2" GRIND & PATCH 12' X 420' --------- 0.125' 2• GRIND & PATCH 5' X 50' --------- SCALE 1" = 80' 02040 80 ~~.::. 160 I A.G. GRIND HEADER CUT TYPICALNST~CTION (9 2· GRIND & PATCH 5' X 50' 8' X 10' APPROACH WING 5' x 5' SIDEWALK 2" GRIND & PATCH 5' X 50' FULL DEPTH PATCH 5' X 200' 0.125' THICK ARHM OVERLAY COLD MILLED AREA EX. MEDIAN VARIES 8'-18' 5' X 1Q' MANHOLE 10' 0.00' .125' COLD MILLED AREA ~-~ _J 0.00' -· 0.00' EXISTING AC/AB SECTION NTS TYPICAL SECTION 8 1 X 25' DRl\lfWA Y APPROACH 5' x 5' SIDEWALK 2" GRIND & PATCH fO' X 5Q' 2" GRIND & PATCH 10' X 5Q' ----- 25' CURB & GUTTER ------------ 2" GRIND & PATCH 5' X 250' 5' x 15' SIDEWALK (JUST SOUTH OF HERTZ) PASEO DEL NORTE 0. 125' THICK ARHM OVERLAY COLD MILLED AREA EXISTING PAVEMENT TYPICAL SECTION ® N.T.S. 2• GRIND & PATCH 5' X 251 --------- --------- 0.125' COLD MILLED ARE'A FULL DEPTH PATCH /2' X 260' 2" GRIND & PATCH 5' X 50' FULL DEPTH PATCH IQ' X 200' FULL DEPTH PATCH 5' X 260' 2" GRIND & PATCH 5' X 25' 5' x 15' SIDEWALK B' x 25' DRIV£WA Y APPROACH 2• GRIND & PATCH 5' x 1JO' 2• GRIND & PATCH 5' X 60' 5' X 10' SIDEWALK ~ 2" GRIND & PATCH 5' X 485' J5' CURB & GUTTER FULL DEPTH PA TCH 2" GRIND & PATCH 5' X 250' 15' X 50' 5' x 55' SIDEWALK 5' x 5' SIDEWALK 2" GRIND & PATCH 10' X 475' 2" GRIND & PATCH 5' X 20' 2" GRIND & PATCH s' x so· A 2• GRIND & PATCH ,r--~ 5' X 30' 2" GRIND & PATCH 5' X 60' 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 i----------1---+-----------l----l--__j._ _ _J_____J ~I s=H4E=ET=l--===c=IT=Y==o=F==c=A=R=L=s=B=A=D~I==, "'~I ' ENGINEERING DEPARTMENT v IIT 13 DATE IN117AL DATE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION omER APPROVAL CITY APPROVAL PAVEMENT OVERLAY PASEO DEL NORTE A?~LIAM ~MER _.a -t; 1 -..s:..:z.-c:, DEPUTY CITY ENGINEER PE 28176 EXPIRESJ JI 06 DATE DWN BY: PROJECT NO. CHKD BY: _ _,,,JS.,__ RVWD BY: MP 3667-5 I O') .- • n ... • () £ (i) & rt.~ .... 1--l±l ~ l±l U) 5' x 20' SIDEWALK 2• GRIND & PATCH 5' x 220' 5' x 10' SIO[WALK 5' X 25' SIDEWALK 15' CURB & GUTTER 2" GRIND & PATCH 20' X 20' SDG&[ VAULT WITH AH 2" GRIND & PATCH 10' X 20' SCAL[ 1" = 80' 80 I 0 20 40 80~"""""""""""""""160 ~~_;;_ I f'ULL DEPTH PATCH 2" GRIND & PATCH AREA OF ASPHALT RUBBERIZED HOT MIX (ARHM) OVERLAY 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 10' 0.125• i'"'I •---"'---19'~1 I I I I EX/SIA= "' EXIST. A.B. -----o.o· 80 I GAS VALVE BOX MONUMENT BOX TRAFFIC LOOP DETECTOR RECYCLED WATER VAL VE BOX PAC BELL MANHOLE A.G. GRIND HEADER CUT TYPICALNST~CT/ON (9 <7>-¾J''ff 'Z"/ I f ruLL D[PTH PATCH 10' • 30' 10' X 25' DRIVEWAY APPROACH MONITORING W[LL 1 2" GRIND & PATCH 10' X 100' ' '-':::::: 2" GRIND & PATCH 5' x JO' 10' CURB & GUTTER 2• GRIND & PATCH 5' X 120' 40' CURB & GUTTER 2" GRIND & PATCH 10' X 100' 5' • 75' SIDEWALK ---::::: 2• GRIND & PATCH 5' X 415' 5' x 1 O' SIDEWALK 5' x 10' SIDEWALK 2" GRIND & PATCH ' SCAL[ 1" = 80' 80 I 0,125' 160 I 10' x JO' 5' X 12' WHE[LCHAIR RAMP ------- 2" GRIND & PATCH 20' x JO' 0.125' THICK A.RHM OVERLAY COLD MILLED AREA EXISTING PAVEMENT TYPICAL SECTION ® N.T.S. 0.125' COLD MILLED AREA 0 ~ Ul I-<( 12' • 35' DRlvfWAY APPROACH ~ -1 ~ Ul G > 0 2• GRIND & PATCH 10' X 180' ~ i'.fi u.. 0 ~ -~ ~<( <1'..0.. CJ...1 Ul 0 • 25' CURB & GUTTER 5' x 10' SIDEWALK ►► ~ 2" GRIND & PATCH 30' X 40' 2" GRIND & PATCH 5' X 10' INSTALL VIDEO DETE:CnON SYSTEM FOR ALL APPROACHES. SEE DETAIL DN SHEET 12. VIDEO DETE:CnON SYSTEM SHALL BE INSTALLED PRIOR TO CONSTRUCnON. NOTE:: CONTRACTOR SHALL VE:RIFY ALL E:XISTING UTILITY VALVE: BOXE:S, MANHOLE:S, VAULTS, SEWER CLEANOUTS, STORM DRAIN GRATES, INLETS AND SURVEY MONUMENT BOXES PRIOR TO OVE:RLA Y AND ADJUST TO FINISH GRADE:. I SH5EET I CITY OF CARLSBAD ~3 1-----1---+----------------t---+---t----t--; ENGINEERING DEPARTMENT l1_.:2_J 1-----1---+----------------t---+---t---t---i 5/IT/3 DAT£ INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL PAVEMENT OVERLAY PASEO DEL NORTE APPROVED 'MLLIAM [. PLUMM[R _ M~ ~ l'j ')¼'.'t.;, 1w • ... ,~ Z -()l DEPUTY CITY ENGINEER PE 28176 EXPIRES3 31 06 DATE DWN BY: PROJECT NO. I DRAWING NO. ~~~g ~~: Ii, 3667-5 . 404-6 C u, :E 0 G) =~ (,,) 0 ~ I 0) • 2• GRIND & PATCH 10' X 170' ( OU TSID[ LANE) -------- EX. MEDIAN COLD MILLED AREA VARIES 8'-18' EXIST. AC CURB EXIST. AC CURB --------- t!DT7W!7!7 • • ------------------ 0.1 r THICK ARHM OVERLAY COLD MILLED AREA ~ ,_-._. : _J --· 0.00' EXISTING AC/AB SECTION NTS SECTION 10' A.G. GRIND 2" GRIND & PATCH 12' X 310' (MIDDLE LANE) PACBELL AH 2" GRIND & P,A TCH 10' X 100 FULL Difn-1 Pl, TCH 15 X 55 FULL [/EPn-1 PATCH 15 X 165' (OUTSIDE LANE) •-A 2• GRIND & PATCH 5' X 40' (OUTSIDE LANE) 2• GR/f'ID & PATCH 5 X 140' 158' EXIST. AC CURB 100 I SCALE: 1" = 100' 0 25 50 100 ~~-: 2• GRIND & PATCH 10' X 125' (MIDDLE LANE) 200 I ii B 2" GRIND & PATCH 5' X 600' \,. 2" GRIND & PATCH \ \ 10' X 100' \\! ----- o. 17' EL CAMINO REA( 5' x 5' SIDEWALK A .17' THICK ARHM 0\/ERLA Y 0.00' o.oo· f+-->-~ 0.17' COLD MILLED AREA EXISTING PAVEMENT COLD MILLED AAEA N.T.S. ® SECTION 2• GRl~D & fATCH 5 X 40 (JUST NORTH OF CL) 2" GRIND & PATCH 2• GRlf:1,D & PATCH 10' X 1J5' 10 X 75' ls I a:: I~ (MIDDLE LANE) (MIDDLE LANE) IT] 2 5' x 15' SIDEWALK J50' TO 2" GRIND & PATCH X-WALK 12' x 240' (MIDDLE & INSIDE: LANES) STRADDLING LANE LINE INSTALL VIDEO DETECTION SYSTEM FOR ALL APPROACHES. SEE DETAIL ON SHEET 12. VIDEO DETECTION SYSTEM SHALL Bf INSTALLED PRIOR TO CONSTRUCTION. INSTALL TYPE "[" ADVANCE LOOP DETECTORS AS SHOWN. USE £XIS TING CONDUIT. '8 2• GFJl,N~ t_t,A TCH l!!__ _____ -__ - F"'"'-(L'":N 1 --1E UN£) 11111-• ~ ~~~~~~~~~~~~~~-=:~~:-:-:-~. ::::-::::-:::::=-~:::-::::-=-:::::::::::-::::-;::::--..~::;;;;;:~::.':::1/r rr-r-.~~lliIITII -----------ff') 5' X 10' SIDEWALK II " " I I i I I I I I ii '' " '' L _----.....___ ::::::::.- g --' co IIB '--' f EXISTINGA.C 0.0' 1lDJ.IDl ____ ----------EL CAMINO REAL -.. -.. -.. -. · -.:111~~l~Dllilln]Jruri---------------~ -'-_ ~ -------------...... ___ .. -.. ---------------------------------~ -~ 2• GRIND & PATCH 5' X 600' ( MIDDLE LANE ) OUTSIDE WHEfL RUT L,, ' -- ' / - LEGEND: 5' WIDE COLD MILL ----~ ~ --_,,.,-------------------------= --- - ' --/ FULL DEPTH PATCH 2" GR/NO AND PATCH -- AREA OF ASPHALT RUBBERIZED HOT MIX (ARHM) 10' WIDE A.G. GRIND (HEADER CUT) 5' WIDE A.G. GRIND (COLD MILL) EXISTING STREET SIGN 10' 0.17' 1-ol ..,....,_....LIL--t,.-,1 EXIST[\: I l EXIST. A.B.-<: 0.0' A.C. GRIND HEADER CUT TYPICALNST~CTION (9 GRIND 0.17' 100 I 5' WIDE GRIND MEDIAN GUTTER SCALE 1" = 100' 0 25 50 100 ~'-iiiiiiiii I 0,(J' EXISTING A.G. 200 I 5' x 20' SIDEWALK 20' CURB & GUTTER 5' x 5' SIDEWALK/ 'TO 2• GRIND & PATCH {~OWALK 5' X 125' 2" GRIND & PATCH 12' X 270' 10' WIDE COLD MILL 0.0' GRIND EXISTINGA.C. 5' WIDE COLD MILL SLOTTED GUTTER DRAIN 0.17' CURB GRIND DETAIL AT SLOTTED G~;~ER DRAIN(:) GRIND 0.17' ---10' GRIND DETAIL FOR 10' WIDE COLD MILL N.T.S. (9 { D -------------:® ---------------------- --- D 10' CURB & GUTTER 5' x 60' SIDEWALK NOTE: 'ififl-• Ip C r- , 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. • EXISTING POWER POLE EXISTING UTILITY BOX WATER VALVE BOX DETAIL ® N.T,S. 1----,---+-----------t-----+--+---+-----t I SH6EET I CITY OF CARLSBAD ~3 ENGINEERING DEPARTMENT ~ ~='....:::==========::....:::=~ PAVEMENT OVERLAY SEWER MANHOLE STORM DRAIN MANHOLE GAS VALVE BOX MONUMENT BOX TRAFFIC LOOP DETECTOR PAC BELL MANHOLE RECYCLED WATER VAL VE BOX DATE INITIAL ENGINEER DF WORK f-lT 13 OA TE INITIAL REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL EL CAMINO REAL APPROVED WILLIAM E. PLUMMER . .#/t✓/4ai ~-~ .,........ .s:-tJ~•at DEPUTY CITY ENGINEER PE 28176 EXPIRES3 31 06 DATE OWN BY:_.,,._,._ CHKD BY: RVWD BY: PROJECT NO. 3667-5 DRAWING NO. 404-6 7 PASEO DEL NORTE SEESHEET10 ,-fl~ I I I I I I I I I I 1\ I I I SEESHEET10 PASEO DEL NORTE 9 1 1 •• 8' 2 SCALE 1 • = BO' BO O 20 40iiiiiiiiiiiBO 160 ,.__ i3 if ~ ~ 11 "'l:" tfJ -C,j -------------------- STRIPING NOTES: 4" WHITE LANE LINE PER CALTRANS DETAIL 12 8" WHITE CHANNELIZING LINE PER CAL TRANS DETAIL 38 6" WHITE BIKE LANE LINE PER CAL TRANS DETAIL 39 11 6" WHITE BIKE LANE INTERSEcnoN LINE PER CAL TRANS DETAIL 39A (200' TYP.) 12• WHITE LINE -IHERMOPLASTIC "BIKE LANE" PAVEMENT LEGEND AND ARROW "SIGNAL AHEAD" PAVEMENT LEGEND TYPE IV (L) PAVEMENT ARROW TYPE IV (R) PAVEMENT ARROW 4" DOUBLE YELLOW MEDIAN PER CAL TRANS DETAIL 29 8' ------------ PALOMAR AIRPORT RD. ----- 2 -- ------------ 2 2 ----------------------------- ------------------- 11 16 11 ---------------------------- SCALE 1" = BO' 8!"01111111111111111110 20 40 8~0111111111111111~160 9 9 .... a· e' ----- 11 2 11 11 2 --- 11 --- (/) m I § 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----+--+------------+---+-----lr-------t---; I SH7EET I CITY OF CARLS BAD ~3 ENGINEERING DEPARTMENT L__J.?_j :==='....::::============; 1 ADDE. SJ.IT !3 DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL PAVEMENT OVERLAY PALOMAR AIRPORT ROAD STRIPING APP. RO~ED W!_LLI~ f~ljfR ..4(/41/b:, ~ ~ I a, ~~dJJ DEPUTY CITY ENGINEER PE 28176 EJti'ilRESJ 31 06 DATE OWN BY: PROJECT NO. I DRAWING NO. ~~~g ~~: a 3661-s . 404-6 C :E ..... G') 0 : .s:. (,l0 .s:. I a, 2 11 ------------ ---= ------ 8' -W,. -rn 11 (J) :r. rn ~ ..... STRIPING NOTES: (j) 4• WHIJf LANE LINE PER CALTRANS DETAIL 12 @ a• WHIJf CHANNELIZING LINE PER CAL TRANS DETAIL 38 @ 6" WHIJf BIKE LANE LINE PER CAL TRANS DETAIL 39 BO I ---------- --------- 2 SCALE 1• = 80' ~o 8~1)~~~~1ro @ 6" WHI/£ BIKE LANE INTERSECTION LIN£ PER CALTRANS DETAIL 39A (200' TYP.) @ 12• WHIJf LINE -THERMOPLASTIC @ "BIKE LANE" PAVEMENT LEGEND AND ARROW @) "SIGNAL AHEAD" PAVEMENT LEGEND @ TYPE IV (L) PAVEMENT ARROW @ TYPE IV (R) PAVEMENT ARROW --- 8' 11 11 WEST OAKS WY. FES ·, .. , - C/V\\. F CA\.! 1 ·:JJ pl\ rn · :o 80 I SCALE /" = 80' 0 20 40 8.,0~~~~160 .."!"'l~iiii c I 11 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--+-----------+---+------11-----+---1 '--I s=H8E=ET='-l-'==c=rT=Y==o=F==c=A=R=L=s=B=A=D:::::....':::::I ===~=I r-ENGINEERING DEPARTMENT ../ DA TE INITIAL DA TE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL PAVEMENT OVERLAY PALOMAR AIRPORT ROAD STRIPING APPROVED WILLIAM E. PLUMMER ~..-f1Q -5, 'la¼ ... ~---.!J'.-ag,o.I DEPUTY CITY ENGINEER PE 28176 EXPIRESJ 31 06 DATE DWN BY: CHKD BY: RVWD BY: JS MP PROJECT NO. 3667-5 I DRAWING NO. 404-6 C :E 00 G') a ,I:. -o w ,I:. I O') I I ,' I I I : I I I I I ----- -----------------,~---- 't. " 10' 12' ,.. 16 -- 9 't. " " 12• WHIT£ PAINTED UNES (TYP.) 1 -----:::-- ---=::::: SCALE 1" = 80' BO 02040 80 ~I 111111111~1iiiiii1 __ iiiiiiiiiiiiii I STRIPING NOTES: (J) 4" WHITE LANE UN£ PER CALTRANS DETAIL 9 160 I @ 4• DOUBLE 'rfLLOW CENTERUNE PER CAL TRANS DETAIL 22 9 --- @ 4" DOUBLE 'rfLLOW TWO WAY LEFT TURN LANE PER CAL TRANS DETAIL 32 @ B" WHITE CHANNELIZING LINE PER CAL TRANS DETAIL 38 @ 6" WHIT£ BIKE LANE LINE PER CAL TRANS DETAIL 39 1/ I I l @ 6" WHITE BIKE LANE INTERSECTION LINE PER CAL TRANS DETAIL 39A (200' TYP.) @ 12" WHIT£ UN£ -THERMOPLASTIC @ "BIKE LANE" PAVEMENT LEGEND AND ARROW @ "SIGNAL AHEAD" PAVEMENT LEGEND ® ® @ i "35" PAVEMENT LEGEND TYPE IV (L) PAVEMENT ARROW TYPE IV (R) PAVEMENT ARROW 4" DOUBLE 'rfLLOW MEDIAN PER CAL TRANS DETAIL 29 "PED XING" PAVEMENT LEGEND @ TYPE VI PAVEMENT ARROW 9 1 80 I SCALE 1" = 80' 02040 80 ~ I 11 150 I 11 9 9 9 1 1 1 1 9 -_.,,..,.. / ---,,.-.,,.- ---~,, --~_,,,,,/ _,,, , _,,. ----- ::::---- :c---~-------------------- 11 -----·--:~ ~'t~ 60213 ,,,,, , ";IJ ( oli ' ! CIVIi. F CAI.I 15 PASEO DEL NORTE 9 9 5 5 B -- _-----~ -~- 11 16 ---·-------. ' --', ---------,~ ', " '- $ 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 t--------i---t-----------'-----t------+---+--+---I I SH9EET I CITY OF CAR LS BAD ~.3 ENGINEERING DEPARTMENT L__1:2_j ;=:=~=========--==~ PAVEMENT OVERLAY PASEO DEL NORTE STRIPING ,4()0EO Sf/T 13 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA TE INl11AL DATE INITIAL OTHER APPROVAL CITY APPROVAL APPROVED WfUIAM £. ~ER ,/41/~ -~ kMo , --... , £--t>t •Dl DEPUTY CITY ENGINEER PE 28176 EXPIRES 3 31 06 DATE DWN BY: PROJECT NO. I DRAWING NO. ~~~8 ~~: a 3661-s . 404-6 80 I 0) i tl:J Cl) ---- ------ SCALE 1. = BO' 02040 BO liiiiiiii""" I STRIPING NOTES: 80 I 160 I 1 SCALE 1" = 80' 02040 80 liiiiiiii"""iiiiiiiiiiiiiiil (]) 4" WHITE LANE LINE PER CAL TRANS DETAIL 9 @ 4" DOUBLE YELLOW CENTERLINE PER CAL TRANS DETAIL 22 150 I @ 4" DOUBLE YELLOW TWO WAY LEFT TURN LAN[ PER CAL TRANS DETAIL 32 @ 8" WHITE CHANNELIZING LINE PER CAL TRANS DETAIL 38 @ 6" WHITE BIKE LANE LINE PER CAL TRANS DETAIL 39 @ 6" WHITE BIKE LANE INTERSECTION LINE PER CAL TRANS DETAIL 39A (200' TYP.) @ 12" WHITE LINE -THERMOPLASTIC (j3; @ @ I $ @> ® ® $ "BIKE LANE" PAVEMENT LEGEND ANO ARROW "SIGNAL AHEAD" PAVEMENT LEGEND "35• PAVEMENT LEGEND TYPE IV (L) PAVEMENT ARROW TYPE IV (R) PAVEMENT ARROW 4" DOUBLE YELLOW MEDIAN PER CAL TRANS DETAIL 29 "PED XING" PAVEMENT LEGEND TYPE VI PAVEMENT ARROW 4" DOUBLE YELLOW CENTERLINE PER CAL TRANS DETAIL 21 4" DOUBLE YELLOW CENTERLINE PER CAL TRANS DETAIL 23 4" DOUBLE YELLOW MEDIAN PER CAL TRANS DETAIL 28 4" DOUBLE YELLOW MEO/AN PER CAL TRANS DETAIL 30 d a::. w 1- (3 Lfi' Cl) ill w o=> zC -0::. ~<(. <(.O.. 0...1 w 0 \II 11 NOTE: CONTRACTOR SHALL VERIFY AILL EXISTING UTILITY VALVE BOXES, MANHOILES, VAULTS, SEWER CLEANOUTS, STORM DIRAIN GRATES, INLETS AND SURVEY MONUMEINT BOXES PRIOR TO OVERLAY AND ADJUST TO FINISH GRADE. ~ CITY OF CARLSBAD ~ 1----+----+----------------+----l----+--+------1 ~LBU==o==--===E=N=G=IN=E=E=R=IN=G=D=E=PA=l=R=TM=E=N=T==:::'....:~==.3~ PAVEMENT OVERLAY PASEO DEL NfORTE STRIPING: APPROVED WILLIAM £. PLUMMER «.JiM,,.· .;:: ~ 11 , •2•"21 4'3 D PUTY CITY ENGINEER PE 28176 EXPIRESJ JI 06DATE DATE INITIAL ENGINEER OF WORK Tl3 REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY: r---PROJECT NO. 1 DRAWING NO. ~~~g ~~: tiP _ 3667:.s . 404-6 ~ I ~ _, ~ 0:: (3 .... ~ 0 :x: ~ C) :z ~ --- 11 2 11 STRIPING NOTES: 4" WHITE LANE LINE PER CALTRANS DETAIL 12 4" DOUBLE YELLOW CENTERLINE PER CAL TRANS DETAIL 22 4" WHITE RIGHT EDGELINE PER CAL TRANS DETAIL 278 B" WHITE CHANNELIZING LINE PER CALTRANS DETAIL JB 6" WHITE BIKE LANE LINE PER CALTRANS DETAIL 39 6" WHITE BIKE LANE INTERSECTTON LINE PER CAL TRANS DETAIL 39A (200' TYP.) 12" WHITE LINE -THERMOPLASTTC "BIKE LANE" PAVEMENT LEGEND AND ARROW "SIGNAL AHEAD" PAVEMENT LEGEND TYPE IV (L) PAVEMENT ARROW TYPE IV (R) PAVEMENT ARROW 4" DOUBLf YELLOW MEDIAN PER CAL TRANS DETAIL 29 TYPE "7 PAVEMENT ARROW 4" YELLOW NO PASSING ZONE PER CAL TRANS DETAIL 19 8" LANE DROP LINE PER CAL TRANS DETAIL 378 SCALE 1" = 100' . C 60213 Exp.WJpb_'i _ CtV\\. F CALI VA/1/fS ~ •• 9 \\'" · .. I\ •. 11 l I I . · .. 12" WHITE LINES \ I I · .. PAINT . I I \\ I \ l I \ I I \ NOTE: r-~ ..... C:, I "'1 I S/ I I I L __ _ . ' 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. ~ CITY OF CARLSBAD ~ 1---+---+----------------+----t----+---+------t L____?__1__J ENGINEERING DEPARTMENT L_f!J ~='---'==========:::::'....::=~ PAVEMENT OVERLAY EL CAMINO REAL STRIPING APPROVED WILLIAM [. PLUMMER ¢Jt,u(-{ce--$_ :%2:1· u < .S•t)'f•dil DEPUTY CITY ENGINEER PE 28176 EXPIRESJ JI 060ATE ,1 '/JED SIIT 13 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL OWN BY: PROJECT NO. I DRAWING NO. ~~~g ~~: ~~ 3667-5 . 404-6 C :E :! G') a ,l::a. .... o ~ ,l::a. I O') 9 ' ' "' -D--' ~ + <H-, {> . t,, ' -'' FURNISH AND INSTALL VIDEO DETECTION CAMERA (ITE:RIS VANTAGE EDGE OR APPROVED EQUAL) ON LUM/NA/RE MAST ARM, INCLUDING ALL WIRING AND ANCILLARY EQUIPMENT. FURNISH AND INSTALL VIDEO DETE:CTION PROCESSORS (/TERI$ VANTAGE EDGE OR APPROVED EQUAL) AND VIDEO MONITOR IN EXISTING CONTROLLER CABINET. NOTE: VIDEO DETECTION SYSTE:M SHALL PROVIDE VEHICLE AND BICYCLE DETECTION FOR ALL APPROACHES PER THE APPROPRIATE TRAFFIC SIGNAL PLANS: LOCATION: PALOMAR AIRPORT RD. & PASEO DEL NORTE: PALOMAR AIRPORT RD. & ARMADA OR.: PALOMAR AIRPORT RD. & HIDDEN VALLEY RD_: PALOMAR AIRPORT RD. & COLLEGE BLVD./AVIARA PKWY.: EL CAMINO REAL & RANCHO CARLSBAD DR./JACKSPAR OR.: EL CAMINO REAL & COLLEGE BL VO.: EL CAMINO REAL & FARADAY A VE.: PASEO DEL NORTE & CANNON RO.: PASEO DEL NORTE & CARLSBAD COMPANY STORES: DWG, NO, 361-4 333-2J 381-6 345-9 335-7 361-6 271-4 333-2C 351-98 VIDEO DETECTION SYSTEM, TYPICAL N. T.S. DETAIL B: TYPICAL CROSSWALK PLACEMENT N. T.S. I I I I I 1F====;::=== ►170'1 ◄ ~ I 1-"'-PROPOSED l """I .1.-1 -r---CENTERLINE ____ __ :ct: STRIPING 10' '72!0 -,/--...... -I\ ' ,Lw ' ;2": PROPOSED ---tFCR __ ,; LIMIT LINE DETAIL A: TYPICAL STRIPING AT INTERSECTIONS N. T. S. I· 12· .. I· 18' ►1• 18' ►1• 12· .. 1 ... 18' [[JJI::JI] [] [[~ J @ 6' o.c. (WHITE) 4" WHITE LANE LINE (CALTRANS DETAIL 12) N. T.S. .. I [] TYP. I c 10' 0. C. ,_ I 7 TYP. ----::JII _[~ ----III _(.Y/J.lOJYl Jl[-j-_ g _ JIC _ --- ------rrr------Jl[------Jl[-➔------rrr----____ ---1.I.L ______ -------____ .....l...l.l... ___ _ J" ---------- ------J" ___ ----____ ::JII ______ Jl[ ______ Jl[::t ____ ]IC ___ _ ------rrr------Jl[------Jl[+------rrr---- ____ -1.I,L ______ ----------...1..L.L---- [J 24' [] le •I 4" DOUBLE YELLOW PAINTED MEDIAN (CAL TRANS DETAIL 29) N. T.S. 4" DOUBLE YELLOW LINE (CAL TRANS DETAIL 22) N. T.S. -10' o.c. - TYP. - ____ _____ _(WHITE)_ ______ ______ _ __ _ ____ ::JII _____ II ______ Jl[ ______ Jl[ ______ :m_:: ___ _ [] [] [] I 24• I C Jlo 8" WHITE CHANNELIZING LINE (CAL TRANS DETAIL 38) N. T.S. LEGEND: [] [] [] = = = :JIC = = = ::JI[ JJI: :JIC = = = ~I~• I __ = = 111 18' [[JJI::JI] ·I· 12· ►I• [[JJI::JI] ===:JIC===::J[[JJI::JIC=== 111 [] 24' l_J ,_ ~, 36' === 111 [] 12',. • · 24' • YELLOW [] [] ==::J[[JJI: ===:JI[==== [[ JJI: :::m [] • 1 .. 12· .. 1 .. 13• .. 1 [[ JJI: :::m [] = = ::JI[ JJI: :JIC = = = :JI[ = = = : [] [] 4" YELLOW TWO WAY LEFT TURN LANE (CAL TRANS DETAIL 32) N. T.S. I --------------~ ~ -------------~ -------------A "7 No ~/ M -------------r1i ~ --------------~ I I 1 o· ~-.-2• O.C. (MAX.) ~_i_(WHITE) TYP. ~ ~ ~ ~ ~ 12" WHITE CROSS-WALK LINES N. T.S. NOTE: US[ YELLOW MARKERS FOR YELLOW CROSSWALKS MARKERS ON CENTERLINE I 1 (WHITE) TYP. I I I I [I] I I I I lri71 12" WHIT[ STOP BAR N. T.S. [---] --- [] [I] PERMANENT STRIPING PER CAL TRANS STD. PLAN PERMANENT PAVEMENT MARKERS PER CAL TRANS STD. PLAN TEMPORARY PAVEMENT MARKERS PER CAL TRANS ~2 CITY OF CARLSBAD ~3 l----+---+--------------+---+---+--+------1 L1£_j ENGINEERING DEPARTMENT ~ l----+---+--------------+---+---+--+------1 PAVEMENT OVERLAY DETAILS t----+---+--------------+---+----+--+-----1 APPfl.OVED fWLL/AM £. PLUMMER ,..«!ti(/4'7., ~ ~. ,._,, ,... '5:-oz,,u l----+---+-,...--:-::-:::-=c-==-:.----------+---1----+--+----I DEPUTY CITY ENGINEER PE 28176 EXPIRES3/J7/06DATE t--::-:-=-+=c-t'/~I1\~,4=l?-~i().~:E,~t}_O:~'l-/,~'T~/.J ________ -+-----+----+--+-----I DWN BY: " PROJECT NO. DRAWING NO. DA TE INITIAL DA TE INITIAL DA TE INITIAL S ENGINEER OF WORK REVISION DESCRIPTION f-0-TH-ER_A__,PP_R_OV-AL--CI_TY_A__,PP_R_OV-AL-t ~~~g ~~; );/p 3667-5 404-6 SCALE 1" = 20' ---- - - --"' I I CONSTRUCTION NOTES: I ITEM (J) REMOVE & REPLACE 6" AC PAVEMENT ON 16" CLASS 2 AGGREGATE BASE (6) REMOVE: & REPLACE 8" TYPE B AC DIKE PER SDRSD G-5 Q) GRIND 12" WIDE, 2" DEEP HEADER CUT FOR AC OVERLAY CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES IN THE FIELD AND AVOID DAMAGING THEM CONTRACTOR SHALL COORDINATE WITH CAL TRANS BEFORE SEVERING TRAFFIC LOOP DETECTOR RUNS. CONTRACTOR SHALL PREPARE AND SUBMIT TRAFFIC CONTROL PLANS PER SPECIFICATIONS. HOURS OF WORK SHALL BE 8:30 AM TO 3:30 PM - "' I I I I I I -' I I I -------------------------- ----------------- 3 I I ; I I I I t! I ~ I I I I I # I I J I I I I SYMBOL --- / , , I I I I I I I VARIES AC DIKE PER SDRSD G-5 ---/ 5 2 32' f I I J' TYPICAL SECTION NOTTO SCALE FACING NORTH I I I I I I I I l ' AC DIKE CAL TRANS FACILITY (",r,,s l.l,i,G' BUENA VISTA LAGOON VARIES AC DIKE PER SDRSD G-5 ~ AC DIKE ' ' ~ J ' ' J~ ' ' ~, STREET LIGHT BOX ' -------------- ---- ------------ -- STRIPING NOTES: (D 4" WHITE LANELJNE PER CALTRANS DETAIL 9 (!) 4" DOUBLE YELLOW MEDIAN PER CAL TRANS DETAIL 29 @ 6" WHITE BIKE LANE LINE PER CALTRANS DETAIL 39 @ "SIGNAL AHEAD" PA VfMENT LEGEND @ "BIKE LANE" PAVEMENT LEGEND AND ARROW @ 4" YELLOW LEFT EDGEUNE PER CAL TRANS DETAIL 25A BUENA VISTA CREEK ---------------- -----------.: --- 8R1DG1= ------------- --- -- ---- ------- 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 ~ l----+--+--------------------11----+-----l---+----I ~ ENGINEERING DEPARTMENT W__j :=='-================'-===: DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY: PAVEMENT OVERLAY JEFFERSON STREET RECONSTRUCTION PROJECT NO. CH K D BY: ------l'l:!.-- RVWD BY: / 3667-5 DRAWING NO. 404-6