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Home My WebLink AboutDWG 438-7; 3667-13; 2006 PAVEMENT OVERLAY PROJECT; 01-20CARLSBAD VILLAGE DRIVE OVERLAY -SHEETS 4 & 5 STRIPING -SHEETS 11 & 12 TAMARACK AVENUE OVERLAY -SHEETS 6 & 7 STRIPING-SHEETS 13 & 14 VARIOUS STREETS OVERLAY -SHEETS 2 & 3 VICINITY MAP NOT TO SCALE CONSTRUCTION PLANS FOR 2006 PAVEMENT OVERLAY PROJECT EL CAMINO REAL OVERLAY -SHEETS 8 THRU 10 STRIPING-SHEETS 15 THRU 17 PROJECT NO 3667- CITY OF CARLSBAD CARLSBAD, CALIFORNIA CITY COUNCIL CLAUDE A. "BUD" LEWIS -MAYOR MA TT HALL -MAYOR PRO TEM ANN KULCHIN -COUNCIL MEMBER MARK PACKARD -COUNCIL MEMBER NORINE SIGAFOOSE -COUNCIL MEMBER RAYMOND R. PATCHETT CITY MANAGER GLENNPRUIM PUBLIC WORKS DIRECTOR WILLIAM E. PLUMMER DEPUTY CITY ENGINEER FOR DESIGN 13 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---f----+-----------t----t--+---+-----t L_J_j ENGINEERING DEPARTMENT 20 l---f----+-----------+----+--+---+-----1 PAVEMENT OVERLAY 2006 PAVEMENT OVERLAY PROJECT TITLE SHEET APPROVED WILLIAM EA11MER f------t---+-----------1--------+--+--+----I ~~ f. ~1 Ptt-3-2J•IJ(, 1------t---+-----------f-------+--+--+----I DEPUTY CITY ENGINEER PE 28176 EXPIRESJ 31 OB DATE DA1E INITIAL I--DA1E__.__INI_TIA=---..L l-□-A1E__,_----"-1Nlll'--'--'AL---I CHKD BY: JS l----=-,=-t~,,-+-----------f----+---+------l----1 DWN BY: PROJECT NO. I DRAWING NO. ____________________ ..JE~NG~INE~ER~O~FWO~R~K iiiiiiiiiiiiiiiiiiiiiiREiiiiV.iilS.ii!ON_;_DEiiiSiiCRiilPiiiTiiilONiiiiiiiiiiiii_J~01H~ER~AP~PR~OV~AL~Cl~TY~AP~PR~OV~AL~RV~W~D~B~Yii:~~IW~~~iiiii3ii6ii67ii-ii13iiiii~ii4ii38ii-ii7~ C 1-1-~ 0 G') .,, .J::i, t,.) (,.) 0 00 I -..J I ' I I I SCALE 1" = 400' I I I .. __ J ' ' LEGEND: ~ OVERLAY 1.0" BUENA VISTA LAGOON ~ "' Ii "-..., Is' <( BUENA Pl. Cl) ~ D KN0\11.ES AVE. LAGUNA OR. YOURELL AVE. 5' o.c. AVE. ;::i 21 0 LF 0 "' < ON SOUTH SIDE OF FOREST <>. . A VENUE ALONG TRAFFIC :, i5 lit SIDE OF DRAINAGE DITCH LAS FLORES OR. YNTHIA LN. >-§ ~ ~ LAGUNA OR. 0 z <( ~ ~ SEE SHEET 19 FOR STRIPING FOR CARLSBAD VILLAGE DRIVE SEE OVERLAY SHEETS 4 & 5 STRIPING SHEETS 11 & 12 ROVE AVE. REMOVE & REPLACE OJ /'l s 3" A.G. 22 70 LF ~,!_s, ~' // \\~ 1.5' THICK ARHM 0\/ERLA Y 1.0" COLD MJLLED AREA EXISTING PAVEMENT COLD MILLED AREA TYPICt,t5fTTON BASSWOOD STRIPING NOTES: (I) 4" DASHED filLOW CENTERLINE PER CAL TRANS DETAIL 1 WITH 4" SOLID 'rrLLOW LEAD-IN LINES AT INTERSECTIONS (50 LF) @ 4" DOUBLE Y[LLOW CENTERLINE PER CAL TRANS DETAIL 21 @ 4" DOUBL£ Y[LLOW CENTERLINE PER CAL TRANS DETAIL 22 @ "STOP" PAVEMENT LEGEND (THERMOPLASTIC) ® Y[LLOW "SLOW SCHOOL XING" PAVEMENT L£GEND (THERMOPLASTIC) CONSTRUCTION NOTES: CONTRACTOR SHALL FURNISH AND INSTALL A PERMANENT VIDEO DETECTION SYS1EM (ITERIS VANTAGE EDGE OR APPROVED EQUAL) FOR THE APPROACHES IND/CA TED ON THESE PLANS PRIOR TO START OF WORK. FULL ACTUATION OF TRAFFIC SIGNAL SHALL BE MAINTAINED AT ALL TIMES @ 12" WHIT£ CROSSWALK, 10' INSIDE DIMENSION (THERMOPLASTIC) ® 12" WHIT[ LIMIT LINE (THERMOPLASTIC) @ 12" YrLLOW CROSSWALK, 10' INS/OE DIMENSION (THERMOPLASTIC) @ 12" YELLOW LINE, SPACING AS SHOWN Mf\l;,NltlVA L__j H u "Q~ WIN EEN OR. '11• R "1• •R•~;• i DOREET 5 ► INECREST WAY WAY .. ► CAMEO RD. iii " ► )> ;;r; ... )> ~ N TE: 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 I SHEETS I 1----1----+----------------+----,----l---+-----I LU ENGINEERING DEPARTMENT 20 1----1----+----------------+----,e----l---+-----I PAVEMENT OVERLAY 2006 PAVEMENT OVERLAY VARIOUS STREETS APPROVED WILUAM.,,t-fLJJMMfR 4"4/~ ~ ~--•n7<7 3·2'3 • 11t. 1----1----+----------------+----,e----l---+-----I DEPUTY CITY ENQNEERPE 28176 EXPIRESJ 31 OB DATE DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL ENGINEER Of WORK REVISION DESCRIPTION DA TE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL CHKD BY: JS RVWD BY: WP 3667-13 438-7 SEESHEE 20 FORSTRIPI G SCALE 1" = 400' ) ,~. ~ 1} ~\It-· ,.. 0 AVf.. ULJ\j\_j\J SPOKANE A Vf.. UBURN HESTNUT g, ~ \'\ yORK \>-0- VA 0~ AVf.. LEGEND: ~ OVERLAY STRIPING NOTES: FOR TAMARACK AVENUE SEE 4, OVERLAY SHEETS 6 & 7 STRIPING SHEETS 13 & 14 0 4" DASHED YELLOW CENT[RLINE PER CAL7RANS DETAIL 1 WITH 4• SOLID YELLOW LEAD-IN LINES AT INTERSECTIONS (50 LF) @ 4" DOUBLE YELLOW CENTrRLINE PER CAL 7RANS DETAIL 21 @ 4 • DOUBLE YELLOW CENTERLINE PER CAL 7RANS DETAIL 22 @ YELLOW "SCHOOL" PAVEMENT LEGEND (THERMOPLASTIC) ® ·srop• PAVEMENT LEGEND (THERMOPLASTIC) @ 12" WNIT[ LIMIT LINE (THERMOPLASTIC) @ 12" YELLOW CROSSWALK, 10' INSIDE DIMENSION (THERMOPLASTIC) ® 12• YELLOW UN[. SPACING AS SHOWN ~ ~ '!' SEESHEET19 FOR STRIPING 0 ?' WA !Ji ROGUE ISLE CT. ft! i5 < "' "' 10· ~ :!'i '!J a < "' i "' "' 5 z; "' < z "' vi d ll! ~ u :2 <n ".:I iii ~ !!'a! < 1.5" THICK ARHM OVERLAY COLD MILLED AREA EXISTING PAVEMENT TYPICAL SECTION N.T.s. 1,0" COLD MILLED AREA C',t ( 1?. < a A ~ W, C ~ % .... ,,. ~ ~ ~~ ~ ~ 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 I SHEETS I 1------1---+-----------------1------+---+---+----I LU ENGINEERING DEPARTMENT 20 1------l---+-----------------1------+---+---+----1 PAVEMENT OVERLAY 2006 PAVEMENT OVERLAY VARIOUS STREETS APPROVED WILLIAM~-UMMER .H4e/4, -r: ---3-23-ot. l----l----+----------------+-----1---1---+----I DEPUTY CITY ENGNEERPE28176 EXPIRESJ Jl OBDATE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY: CH KD BY: __,J'-"S'-- RVWD BY: WP PROJECT NO. 3667-13 DRAWING NO. 438-7 C (.,) ::E 0 G') ~ t; 0 cp -..J LEGEND: ~ Ci ::c ,--z rn C/)- rn rn ~ 0 ~ :::0 G) ::c -1 ~ ~ AREA OF ASPHALT RUBBERIZED HOT MIX (ARHM/ --20' WIDE A. C. GRIND (HEADER CUT) -----5' WIDE AC. GRIND (COLD MILL) .--EXISTING STREET SIGN • EXISTING POWER POLE □ EXISTING UTILITY BOX .... WATER VALVE BOX • SEWER MANHOLE 0 STORM DRAIN MANHOLE 1'£,) GAS VALVE BOX &., MONUMENT BOX 0 TRAFFIC LOOP @ SIGNALIZED INTERSECT/ON I -B [j]EB & WB -a ~ ,-,-rn -< C/) ;-i [j]EB & W8 CONSTRUCTION NOTES: [j] CONTRACTOR SHALL FURNISH AND INSTALL A PERMANENT VIDEO DETECTION SYSTEM (ITERIS VANTAGE EDGE OR APPROVED EQUAL) FOR THE APPROACHES INDICATED ON THESE PLANS PRIOR TO START OF WORK. FULL ACTUATION OF TRAFFIC SIGNAL SHALL BE MAINTAINED AT ALL TIMES. [g] CONTRACTOR SHALL REPLACE ALL DETECTOR LOOPS THAT ARE DAMAGED OR OTHERWISE RENDERED IN OPERA T/VE BY PROPOSED WORK WITHIN 24 HOURS. L __ -8 ..... a B -B 2" THICK ARHM OVERLAY 1.5" 1.5" COLD MILLED AREA EXISTING PAVEMENT TYPICAL SECTION ® N.T.S. COLD MfLLED AREA I I 2" I ,., VARIES ,_ I EXISTA~I ~ EXIST. A.B. ~0.0' A.G. GRIND HEADER CUT TYPICALNS~CTION (9 ::c -G) ~ :z: 0 0 []EB & WB ;:o NB, SB, EB & WB OJ SCALE 1" = 60' B --a rn rn OJ rn ,- ~ ,- ~ --- SCALE 1" = 60' 8 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. W CITY OF CARLSBAD I SHEETS I f-----+--+---------------~f---+--+-----+---1 ENGINEERING DEPARTMENT 20 f-----+--+----------------f---+--+----1----1 PAVEMENT OVERLAY CARLSBAD VILLAGE DRIVE OVERLAY APPROVED WILLIAM £:,,el.J.{ljMER /4!:'m'.nrz -t. ~• ... ,-~ 3-~:,-o, 1----+--+------------------l---i-----l-----l----l DEPUTY CITY ENGINEER PE 28176 EXPIRESJ 31 OB DATE DATE INITIAL REVISION DESCRIPTION DATE INITIAL DATE INITIAL PROJECT NO. 3667-13 DRAWING NO. 438-7 Cl) -- LEGEND: • &. Cl 0 AREA Of ASPHALT RUBBERIZED HOT MIX (ARHM) 20' 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 SIGNALIZED INTERSECTION -B -- --a -a - -a CONSTRUCT/ON NOTES: [iJ CONTRACTOR SHALL FURNISH AND INSTALL A PERMANENT VIDEO DETECTION SYSTEM (ITERIS VANTAGE EDGE OR APPROVED EQUAL) FOR THE APPROACHES INDICATED ON THESE PLANS PRIOR TO START OF WORK. FULL ACTUATION OF TRAFFIC SIGNAL SHALL BE MAINTAINED AT ALL TIMES. [g] CONTRACTOR SHALL REPLACE ALL DETECTOR LOOPS THAT ARE DAMAGED OR OTHERWISE RENDERED I NOP ERA TIVE BY PROPOSED WORK WITHIN 24 HOURS. [i]EB & W8 ~~~-==~==-=::====-===:__-==--===-t:EiZ-=-=_=-~_=---__ =======-====-==_ --= ==-=-=-=-=-=~======SW~=~~==--=-~==~-~~=-~~==-==-~=-=_~-=-~f§=---~""-"'~~==~\1\--~~~-~~~~~ t ~ ---=~ SCALE 1" = 60' 2' THICK ARHM OVERLAY 1.5" COLD MILLED AREA EXISTING PAVEMENT TYPICAL SECTION ® N.T.S. 1.5" COLD Mff..LED AREA 20' 2·1 r' •-=----~, EX1$1 A\J ~ EXIST.AB. ~0.0' A.C. GRIND HEADER CUT TYPICAL SECTION (9 N.T.S. ---=:::::: ~"" SCALE 1' = 60' -a 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 I SH5EET I CITY OF CARLSBAD I SHEETS I l----l----+-----------------1---+--+----ll----l ENGINEERING DEPARTMENT 20 1----,l-------+----------------+-------+--+-----11------1 PAVEMENT OVERLAY CARLSBAD VILLAGE DRIVE OVERLAY APPROVED 'MLUAM Ep!JYMER l----t--+----------------1------+--+-----+---I &t.k?',,. t,: ~ P•h? 3·Z3·t2'- l----t--+----------------l------+--+-----+---I DEPUTY CITY ENGINEER PE 28176 EXPIRESJ 31 08DATE DWN BY: PROJECT NO. CHKD BY: JS 3667-13 RVWD BY: WP DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL I DRAWING NO. 438-7 C CJ1 :e 0 C') 'Tl ~ ~w cp -..J []EB & WB ' ' , I , , I , , I \ ' ' ' ' \ ' ' \ I ' ' , 0 z I "U [lJ ------------------------------------------------ LEGEND: -------- • [] ... • AREA OF ASPHALT RUBBERIZED HOT MIX (ARHM) 20' WIDE A.C. GRIND (COLD MILL) 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 SIGNALIZED INTERSECTION CONSTRUCTION NOTES: [I] CONTRACTOR SHALL FURNISH AND INSTALL A PERMANENT VIDEO DETECTION SYSTEM {ITERIS VANTAGE EDGE OR APPROVED EQUAL) FOR THE APPROACHES INOICATEO ON THESE PLANS PRIOR TO START OF WORK. FULL ACTUATION OF TRAFFIC SIGNAL SHALL BE MAINTAINED AT ALL TIMES. [l] CONTRACTOR SHALL REPLACE ALL DETECTOR LOOPS THAT ARE DAMAGED OR OTHERWISE RENDERED INOPERATIVE BY PROPOSED WORK WITHIN 24 HOURS. [lJ [lJ ~ j /--------TAMARACK -------------------AVE~---------------------------0 ri1 ~ i! rtj 0, NOTE: 1. CONTRACTOR MUST COORDINATE WITH CAL TRANS PRIOR TO WORK WITHIN 200' OF FREEWAY RAMP INTERSECTIONS. -------------------- ' ' 1-o :a If== '--< l~ ~ t1:: a i ( , , I ' , I , / , , / , , , -------------------------- ------------------ ------- - ------- - ------------------------- TAMARACK AVE. ~1 G), ::r: ' ~I ~, c:J, c:JI ~ SCALE 1" = 50' ' ' l SCALE 1" = 50' 1.5" 2" THICK ARHM OVERLAY COLD MILLED AREA EXISTING PAVEMENT TYPICAL SECTION WITHOUT LEVELING COURSE N.T.S. 1.5" COLD MILLED AREA 1.5" 20, 2" ... ) ·-JI.-"---~-~, I I EXIST. A.2': l EXIST. A.B. -Z. 0.0' A.G. GRIND HEADER CUT TYPICALNs:2TION (9 2" THICK ARHM OVERLAY 1" LEVELING COURSE COLD MILLED AREA EXISTING PAVEMENT TYPICAL SECTION WITH LEVELING COURSE N.T.S. 1.5" COLD MILLED AREA 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. i------t--t------------+-----1------l-----+-------l ~I S=H6E=ET=-I =C=I=T~Y::::::::::O=:F:=::::::C=A=R=L=S=B=A=D==----'=I =~~I ,---ENGINEERING DEPARTMENT PAVEMENT OVERLAY TAMARACK AVENUE OVERLAY APPRO:(ED ~LUAM Sfl¥!':ER Af/Ai"4,,,.. -f. ~All , '-3•2:J,,?', DEPUTY CITY ENGINEER PE 28176 EXPIRESJ JI OBDATE DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL OWN BY: PROJECT NO, DRAWING NO. ~~g ~~: ~ 3667-13 438-7 C 0) :E 0 C) .,, ~ I\) w 0 cp "' LEGEND: --- -.-- • D ... • () AREA OF ASPHALT RUBBERIZED HOT MIX (ARHM) 20' WIDE A.G. GRIND(COLD MILL) 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 - AVE. • THICK ARHM OVERLAY \'-------------+-'11.5" 1.s· COLD MILLED AREA EXISTING PAVEMENT COLD MILLED AREA TYPICAL SECTION WITHOUT LEVELING COURSE N.T.S. SCALE 1" = 50' 2" THICK ARHM OVERLAY 1" LEVELING COURSE \L--------'<-----+-'I 15" COLD MILLED AREA 1.S EXISTING PAVEMENT TYPICAL SECTION WITH LEVELING COURSE N.T.S. SCALE 1" = 50' COLD MILLED AREA - 2f)• 2ff ''""Cl--""-'"---lJo~I I I EXIST).; ~ EXIST. A.B.-z 0.0' A.G. GRIND HEADER CUT TYPICALNST~CTION (9 \ ' \ ' ' \ \ ' \ ' ' \ ' ' ------- \ ' ' ' ' \ \ ' ' \ ' ' \ \ 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. I sH7EET I CITY OF CARLSBAD ~o l------+--+-----------------1-----J----jf---...+-------1 ENGINEERING DEPARTMENT ~ 1-----,.--+---------------t-----+-----<f----+----I PAVEMENT OVERLAY TAMARACK AVENUE OVERLAY APPROVED WILLIAM E. PLUMMER 1--------+----+----------------+----+---+--+------< dt//47 ~ ~ -r 3-2:J•O' 1-----+---+----------------1-----+-----<t-----+----1 DEPUTY CITY ENGINEER PE 28176 EXPIRESJ 37 08DATE DWN BY: _.,_,__ PROJECT NO. CHKD BY: JS 3667 13 RVWD BY: WP • DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL I DRAWING NO. 438-7 20' 2" 1• .-1 I I I I EX/STA=, ,. EXIST. A.B.-<:. 0.0' A.G. GRIND HEADER CUT TYPICALNSTE2T/ON (9 LEGEND: ~ AREA OF ASPHALT RUBBERIZED HOT MIX (ARHM) --20' WIDI: AC. GRIND (Hl:ADER CUT) ----5' WIDE A.C. GRIND (COLD MILL) T" EXISTING STREET SIGN • EXISTING POWER POLE 33 □ EXISTING UTILITY BOX 4 • WATER VALVE BOX 0 2 • SEWER MANHOLE 0 STORM DRAIN MANHOLE @ GAS VALVE BOX & MONUMENT BOX D TRAFFIC LOOP CMWD WATER VALVE BOXES STORM DRAIN MANHOLES SEWER MANHOLES SURVEY MONUMENT BOXES \ \ \ \ A COLD MILLED AREA 1.5" A I ~1 ~ --<: I :::0 I 9 FIBER OPTIC MH ------- --- ---------- EL 2" THICK ARHM OVERLAY NTS EX. MEDIAN VARIES 8'-18' EXISTING AC/AB SECTION TYPICAL SECTION COLD MILLED AREA 1.5~ 1.5" FIB[R OPTIC MH ----------------IH-------------- ----CAMINO __ _ SDG&[ VAULT " THICK ARHM OVERLAY COLD Mlf..LED AREA EXISTING PAVEMENT TYPICAL SECTION ® N.T.S. 1 5• COLD MILLED AREA ---------- -A A SCAL[ /" = 80' FIB[R OPTIC MH ---- 8 SDG&E VAULT SCALE 1" = 80' -- ?.:: 0 ~ l±l CJ) - I I I I 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. l----t--+-----------1---4-----l.-_j____J ~I S=HBE=ET=-1 =C=I=T==Y===O=F====C=A=R=L=S=B=A=D~I =~~I r-ENGINEERING DEPARTMENT PAVEMENT OVERLAY EL CAMINO REAL OVERLAY APPROVED WILLIAM E~P UMMER -&W1r-r( ¼ , 3-23-12, t----t--+----------------~-_._ __ _J_ _ _j __ .J DEPUTY CITY ENGINER PE 28176 EXPIRESJ JI OB DATE OWN BY: PROJECT NO. I DRAWING NO. ~~~g ~~~ i/1, 3667-13 . 438-7 DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DA TE INITIAL Oll1ER APPROVAL CITY APPROVAL C 0) ~ 0 C) 'Tl .,:. ~w 0 qo -.J PAC8£LL ------ -. :::-------. ::::;.--- 20' 2· r"I «1--..:c:....~i,,-i1 ~x1S,.A>1 L EXIST. A.B. -<::_ 0. O' A.G. GRIND HEADER CUT TYPICALNST~CTION (9 LEGEND: SCAL[ 1" = BO' ::--- [ND A.G. B[RM -------- I I I ~/, I ~I .:i;;: I .f!l /, I I I I I I ~ ARE'A OF ASPHALT RUBBERIZED HOT MIX (ARHM) --20' WIDE A.C. GRIND (HEADER CUT) ----5' WIDE A. C. GRIND (COLD MILL) -.-EXISTING STREET SIGN • EXISTING POWER POLE 22 CMWD WATER VAL VE BOXES □ EXISTING UTILITY BOX 1 STORM DRAIN MANHOLES • WATER VALVE BOX 3 SEWER MANHOLES • SEWER MANHOLE 0 SURVEY MONUMENT BOXES () STORM DRAIN MANHOLE (t,) GAS VAL VE BOX &. MONUMENT BOX D TRAFFIC LOOP EL -------- __ .... ----------- --= ----- A =----- -------- SDG&:£ V~ULT, 5 X 5 ~ SCAL[ 1 • = 80' --------------- SOG&[ VAULT PACB[LL -------------------- COLD MIUED AREA CAMINO B 2" THICK ARHM OVERLAY EX. MEDIAN VARIES 8'-18' EXISTING AC/AB SECTION TYPICAL SECTION COLD MILLED AREA 1.5" 15" 2" THICK ARHM OVERLAY COLD MILLED AREA EXISTING PAVEMENT TYPICAL SECTION (!) N.T.S. 1.5" COLO MILLED AREA , I -- --------------- -----------REAL PACB[LL ::--- SDG&E VAULT ------ ~ :::::----SDG&E VAULT :::::---- 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. i--------1--t-----------1----+--+--+------1 I sH9EET I CITY o F c AR LS BAD ~o ENGINEERING DEPARTMENT ~ ;==:::'....::::====:aP~'.A V:~E~M~E~N~T=;::O~VE;;.R~L=;:A;:::,:Y===-===~ EL CAMINO REAL OVERLAY DEPUTY CITY ENGIN ER PE 28176 EXPIRESJ JI 08DATE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY: CHKD BY: JS RVWD BY: WP PROJECT NO. 3667-13 DRAWING NO. 438-7 LEGEND: ------ .- • [] ... • () ~G) & 0 O') lli ~ LU LU Cl) UJ ;z ....J § ~ I I I \ \ \ \ \ I I \ I I \ L __ z I ....J I "( I~ I LU I~ I~ EX. MEDIAN SCALE 1' = 80' PAC BELL A --- ----_--------------- EL 2" THICK ARHM OVERLAY COLD MILLED AREA VARIES 8' 18' .00' 1,5" AREA OF ASPHALT RUBBERIZED HOT MIX (ARHM) 20' WIDE AC. GRIND (HEADER CUT) 5' WIDE AC. GRIND (COLD MILL) EXISTING STREET SIGN EXISTING POWER POLE 12 EXISTING UTILITY BOX WATER VALVE BOX 1 SEWER MANHOLE STORM DRAIN MANHOLE GAS VAL VE BOX MONUMENT BOX TRAFFIC LOOP COLD MILLED AREA 0.00' 1.5" EXISTING AC/AB SECTION NTS TYPICAL SECTION CMWD WATER VALVE BOX STORM DRAIN MANHOLE SURVEY MONUMENT BOXES CONSTRUCTION NOTES: CD @ 0 CONSTRUCT 6" LEVELING COURSE (CONVENTIONAL AC), 10 FT.x45 FT. AREA REMOVE AND REPLACE 40 LF OF 6" CURB PER SDRSD NO. G-1 REMOVE AND REPLACE 210 SF (7 FT.x30 FT.) STAMPED CONCRETE MEDIAN TO MATCH EXISTING COLOR AND STAMP PATTERN EXACT LOCATIONS TO BE DETERMINED IN THE FIELD BY PROJECT INSPECTOR ------- CAMINO A I ! 2" I "' EXIST.A.~I EXIST. AB. PAC BELL I ¼..:00' ----- A.C. GRIND HEADER CUT TYPICALNST~CT/ON (9 -A - 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. ~ CITY OF CARLSBAD ~ l----+---1----------------1---~---Jl----1----' L1Q_J~=o=:'....'::=:::E=N=Gl=N=EE=R=l=NG=D=E=PA=R=T=ME=N=T===-'=~=o===! PAVEMENT OVERLAY EL CAMINO REAL OVERLAY APPROVED WILLIAM E:. l----+---+---------------+---+--+--1----1 ~:U,~ltn,.· _:?'.~:..c.;;::,::i ~-~~-3 · '23 ·,?I, f---+--+--------------~f---+---1----+---1 DEPUTY CITY ENGINEER PE 28176 EXPIRESJ 31 OB DATE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL OWN BY: CHKD BY: JS RVWD BY: WP PROJECT NO. 3667-13 I DRAWING NO. 438-7 i I / (/) n, n, ):,, ~ ri'i ~ G) ::c -I s s \ \ 9 90' APE 120' STORAGE 16' --12' 12' 12' 16' IVL 3 g 200 LF STRIPING NOTES: 3 9 ~ 4" WHITE LANE LINE PER CAL TRANS DETAIL 9 4" WHITE LANE UN[ P[R CAL TRANS D[TAIL 12 4" OOUBL[ \'fLLOW C[NTERUN[ P[R CAL TRANS D[TAIL 22 4" OOUBL[ \'fLLOW M[DIAN PER CAL TRANS DETAIL 29 4" DOUBL[ \'fLLOW TWO WAY LEFT TURN LAN[ P[R CAL TRAN$ D[TAIL 32 4" WHITE RIGHT fDG[UNE PER CAL TRANS DETAIL 278 8" WHITE CHANN[LIZING LINE PER CALTRANS DETAIL 38 6" WHITE BIK[ LANE LINE PER CAL TRANS D[TAIL 39 6" WHITE BIK[ LANE INTERSEC770N UN£ P[R CAL TRAN$ DETAIL 39A 12" WHITE LINE (TH[RMOPLAS17C) TYPE IV (L) PAVEMENT ARROW (TH£RMOPLAS77C) TYPE IV (R) PAVEM[NT ARROW (THERMOPLAS77C) TYPE VII (L) PA VtMENT ARROW (THERMOPLASTIC) "BIKE LAN[" PAVEMENT LEGEND AND ARROW (THERMOPLASTIC) "SIGNAL AHEAD" PAVEMENT LEGEND (THERMOPLASTIC) 60' A E 2 2 5' 200' STORAGE 9 9 200 LF 9 BL IVL 5' 9 2 2 3 -::::::=----- 290' STORAGE 9 SA IVL SCALE 1" = 60' J -----12' =---~· 12' --17' 9 J 9 2 IVL 9 5' ---- 5 IVL IVL 9 200 LF 300' STORAGE L 200' STORAGE - - - --1:ic-- --?? 10' 12' 12' 2 5' 200 LF g 3 SCALE 1 • = 60' ,, \ \ \ ' I I I \ ' I . . • \ \ '\ ' \ . \ \ \ . \ '\ ' ,, \ \ \ . ' '\ \ \ \ \ \~~\ _· :~~~t~~ -- I ' I I /._ti (' ; ii I J f I /' ! 2 BL L 90' TAPER J 9 s 9 (/) n, n, 0:, n, r-0 ~ r-n, ,, -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 i-------t----t---------------------1---l----l----l------1 ENGINEERING DEPARTMENT 20 t---t--+----------------1--------+----l-----+----l DA TE INITIAL DAT£ INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL Cl TY APPROVAL PAVEMENT OVERLAY CARLSBAD VILLAGE DRIVE STRIPING APPRO".,ED l',lL.LIAM E. P?11£5 4t/.«4m , t.': ~n:1►2 _ 3-2., •ot. DEPUTY CITY ENGINEER PE 28176 EXPIRESJ JI OBDATE DWN BY: PROJECT NO. I DRAWING NO. 2~~ ~~; ~f, 3667-13 _ 438-7 --~ -3'! ~ ~ 90' TAPER BL s 5 12' 12' 10 12' STRIPING NOTES: 3 9 4' 'M-IITE LANE LINE PER CAL TRANS DETAIL 9 4" 'M-/IT[ LANE LINE PER CALTRANS DETAIL 12 4" DOUBLE YELLOW CENTERLINE PER CAL TRANS DETAIL 22 4" DOUBLE YELLOW MEDIAN PER CALTRANS DETAIL 29 4' DOUBLE YELLOW 1WO WAY LEFT TURN LANE PER CALTRANS DETAIL 32 4" 'M-IIT[ RIGHT EDGEL/N[ PER CAL TRANS DETAIL 278 8" WHIT[ CHANNELIZING LINE PER CAL TRANS DETAIL 38 6" WHITE BIKE LANE LINE PER CAL TRANS DETAIL 39 6' 'M-IITE BIKE LANE INTERSECT/ON LINE PER CALTRANS DETAIL 39A 12" 'M-IITE LINE (THERMOPLASTIC} TYPE IV (L) PAVEMENT ARROW (THERMOPLASTIC) TYPE IV (R) PA VEM[NT ARROW (THERMOPLASTIC) TYPE VII (L) PAVEMENT ARROW (THERMOPLASTIC) "BIKE LANE' PAVEMENT LEGEND AND ARROW (THERMOPLASTIC) "SIGNAL AHEAD" PAVEMENT LEGEND (THERMOPLASTIC) 3 L 9 B 3 =-- -- 9 3 -~----~----:---=: --_,,, ~ ------".:~ ,,,· -----~ -------' ' _____ __,,. -..._______ ~ ,---.........__ ---~..... ~ ~~;;;:, ·--' -. --.... ----,,, ·, ~-3 ' SCALE 1' = 60' ' B L 90' TAPER IVL 9 200 LF 2 J 200 LF 250' STORAGE IVL 9 9 9 ?oo, srolti G£ 200 lF 9 9 - 3 3 200 lF 9 ::::::--5' 3 -~ ----- -- ;:;::-_ ---= IVL SA SCALE I' = 60' 90' TAPER L 2 5' 9 250' sroRAGE NOTE: \ \ \ \ ' ' \ ' ' \ . . . ' \ . \ \ \ \ \ \ \ \ ' \ ' ' \ . \ \ \ \ ' \ \ \ I \ \ \ \ L \ \ ' \ \ \ ' \ \ \ \ ' \ \ \ \ \ ' \ \ \ \ ' \ \ \ \ \ ' \ \ \ I\ \ 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 I SHEETS I 1---+--+-----------------t-----t-----lr-----t----t L1L_j ENGINEERING DEPARTMENT 20 ~=~======================::::::'._':=~ PAVEMENT OVERLAY DATE INITIAL INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION CARLSBAD VILLAGE DRIVE STRIPING APPROVED WILLIAM E. P OWN BY: CHKD BY: ,IS RVWD BY: ......J!'E'_ PROJECT NO. I DRAWING NO. 3667-13 . 438-7 85'STORAGE ------12' ' 20' 9 6C, 11' 5' 5' 11' 11' 5' 5' 11' SA J 15' 12' L ---------------- L45" 0 20· o.c. 130' TOBCR BL 3 STRIPING NOTES: @ 4" WHITE LANE UNf PfR CAL TRANS DETAIL 9 @ 4" DOUBLE YELLOW CfNTERUNf PfR CAL TRANS DETAIL 22 I $ @ ® ® @ <§ @ ® ~ ; 4" WHITE RIGHT EDGE UNf PfR CAL TRANS DETAIL 278 4" DOUBLE YELLOW TWO WAY LfFT TTJRN LANE PER CAL TRANS DETAIL 32 8" WHITE CHANNELIZING LINE PfR CAL TRANS DETAIL 38 6" WHITE BIKE LANE LINE PER CAL TRANS DETAIL 39 6" WHITE BIKE LANE INTERSECTION LINE PfR CAL TRANS DETAIL 39A 12" WHITE LINE (THERMOPLASTIC) 12" YELLOW LINE (THERMOPLASTIC) TYPE IV (L) PA VfMENT ARROW (THERMOPLASTIC) TYPE IV (R) PAVEMENT ARROW (THERMOPLASTIC) "BIKE LANE" PA VfMfNT LEGEND AND ARROW (THERMOPLASTIC) "SIGNAL AHEAD" PA VfMfNT LEGEND (THERMOPLASTIC) "STOP AHEAD" PA VfMfNT LfGfND (THERMOPLASTIC) "STOP" PA VfMfNT LEGEND (THERMOPLASTIC) "SLOW SCHOOL XING" PA VfMfNT LfGfND, YELLOW (THERMOPLASTIC) "35• PAVEMENT LEGEND (THERMOPLASTIC) ' ' ' ' 75' \ ' ' , I , , I , ' I , \ ' ' \ ' ' \ ' ' \ ::i,. ~ -::0 100 lF ~ 9 ,wr. -------- BL , I , , I ~ OJ 0 z ~ ~ --0 8 5' 11' "'1 3 2 150' STORAGE 15' 12' 12' 15' BL 9 11/1. ~ ::0 ~ ::0 n, -; ' ilt1 , SCALE 1" = so· '2 .,. ~ m ~ 9 3 ~ rtj 150' STORAGE °' 100 lF 9 ' ' ~-------- ' ' 1-u :o 1::: , --< l~ I} 0 f I , • , , I 200 lF 9 9 I ' , ( , , ' ' I ' --~5~--11·______ ---------\:5. --,1:------- ~-=---~~~~~--------~---~ .... -5' 11' 5' 11' B TAMARACK NOTE: 1. CONTRACTOR MUST COORDINATE WITH CAL TRANS PRIOR TO WORK WITHIN 200' OF FREEWAY RAMP 1/'ITERSECT/ONS. J 8 5• 15'' ---------- L ' ' I ' ' I , ' I ' ' \ 12' 12' 12· 12' 200 lF 9 9 - ----- -=-=-=--:---= AVE. 9 SCALE 1" = 50' J 5' 11' 5' 11' I-LJ... LJJ j ...J ~ 0 cr:I 9 CIJ 2 l±l Cl) - - l 60' 100' i BL Cl) tl:l Cl) 5' 11' 5' 11' TAMARACK AVE. ~ m!lt II ;i;~ - 2 J ...J J ~ L :r. BL 200 lF ~ f2 G), 9 ::t: ' ~ ~I C/l 50' TRANSITION CJ 2:, 0' ;:o 120' CENTERLINE TRANSITION ol ;:o 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-----t---+------------------1e----+--t----t---1 ~L_ELJ=3=::'..'::=:::::::EN:::G::I::NE::E::R::IN:::G::::::::D::E=PA:::R=T:::M::E::N=T ==~Ll'Q_j==0=~ PAVEMENT OVERLAY TAMARACK AVENUE STRIPING APPROVED WILLIAM f. PLUMMER ~. i l" !'.r:½r • .,,2;,-0<, f------1~---t----------------l----+--+-----1----1 DEPUTY CITY ENGINTIRPE 28176 EXPIRES3 JI OBDATE OWN BY: PROJECT NO. I DRAWING NO. ~e~g ~~~ ~ 3667-13 . 438-7 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL 3 STRIPING NOTES: @ 4" WHITE LANE LINE PER CAL TRANS DETAIL 9 @ 4• DOUBLE YELLOW CENTERLINE PER CAL TRANS DETAIL 22 I ® @ @ I @ @ ® i @ ® @ 4" WHITE RIGHT EDGE LINE PER CALTRANS DETAIL 278 4" DOUBLE YELLOW TWO WAY LEFT TURN LANE PER CALTRANS DETAIL 32 B" 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 12• WHITE UN£ (THERMOPLASTIC) 12• YELLOW LINE (THERMOPLASTIC) TYPE IV (L) PAVEMENT ARROW (THERMOPLASTIC) TYPE IV (R) PAVEMENT ARROW (THERMOPLASTIC) "BIKE LAN[" PAVEMENT LEGEND AND ARROW (THERMOPLASTIC) "SIGNAL AHEAD' PAVEMENT LEGEND (THERMOPLASTIC) "JO" PAVEMENT LEGEND (THERMOPLASTIC) "STOP AHEAD" PAVEMENT LEGEND (THERMOPLASTIC) "STOP" PAVEMENT LEGEND (THERMOPLASTIC) "SLOW SCHOOL XING" PAVEMENT LEGEND, YELLOW (THERMOPLASTIC) 12• YELLOW CROSSWALK, 10' INSIDE DIMENSION (THERMOPLASTIC) L L AVE. 120' 9 200 LF 2~--------~ ~ - § r--L r--~ CJ) :-1 .JO• SCALE 1" = 50' SCALE 1" = 50' c:i ct: 1-. a; 0 Q.. 1-. ~ L (..) [1 5 --- J'O' J L J 9 200 LF \ J \ \ 9 200 LF \ ' ' \ ' ' 9 ' ' \ ' ' \ ' ' \ ' ' \ L 3 2 \ \ ' ' \ \ \ ---- ' ' \ ' ' 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 OVERLAY AND PROTECT IN PLACE. ~ CITY OF CARLSBAD ~ l----+--+---------------l------/-----.jl-----1-----IL1i_J ::::=4=:'...':::=::::E:::N:::Gl:::N:::E:::ER::::l:::NG:::::::D:::E:::PA:::::R:::T::::M:::EN:::::T===-'=~=O::::::::! PAVEMENT OVERLAY TAMARACK AVENUE STRIPING .#{:-Z4:. ,,. •· -JL,, J~v ·I% APPROVED WILLIAM _j. ~L ER 1----+--+---------------1----i-----ll-----1----1 DEPUTY CITY ENGINE R PE 28176 EXPIRES3 31 0BDATE DATE INITIAL ENGlNEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL O~ER APPROVAL CITY APPROVAL OWN BY: CHKD BY: -c'J""-s_1 RVWD BY: WP PROJECT NO. 3667-13 I DRAWING NO. 438-7 I I ::c -t 12 9 200 lF 200 LF J 8' J L STRIPING NOTES: @ 4" WHITE LANE LINE PER CAL JRANS DETAIL 12 @ I @ I @ ~ ; ; 4" DOUBLE )'fLLOW MEO/AN PER CAL TRANS DETAIL 29 4• DOUBLE filLOW TWO WAY LEFT TURN LANE PER CAL JRANS DETAIL J2 4• WHITE RIGHT EDGELINE PER CAL7RANS DETAIL 278 8" WHITE CHANNELIZING LINE PER CAL TRANS DETAIL JB 8" WHITE CHANNELIZING LINE Pffi CALTRANS DETAIL JBA 6' WHITE BIKE LANE LINE PER CAL TRANS DETAIL Jg 6' WHITE BIKE LANE INTERSECTION LINE PER CAL TRANS DETAIL J9A, 200 L.F. UNLESS OTHERIWSE SPECIFIED 4" WHITE LEAD-IN LINE 12" WHITE LIMIT LINE (THERMOPLASTIC) 12" WHITE CROSSWALK, 10' INS/DE DIMENSION (THERMOPLASTIC) TYPE IV (L) PAVEMENT ARROW (THERMOPLASTIC) TYPE IV (R) PAVEMENT ARROW (THERMOPLASTIC) "BIKE LANE" PA VfMENT LEGEND AND ARROW (THERMOPLASTIC) "SIGNAL AHEAD" PAVEMENT LEGEND (n-lERMOPLASTIC) ADJACENT TO EXIST. W41 SIGN L 12 10 EL 9 200 LF L OLYMPIC RESORT DRIVEWAY L 285' POCKET 200 IF 9 /Ill 200LF 9 ---- -- 12 ----- I O' TAPER 8' ----- J ' I I ~1 rr\ ~ -< I Al I CJ 200 LF I I L __ L -----------------CAMINO I ' I 9 J L ------- --s ;:,~ SCALE 1" = 80' ---- 00' TRANSmON --------8' --REAL __ _ 5' ---- J 12 9 SCALE 1" = BO' B -- 1\1!. \ I I J --- \ ~ ,.__ {fj 0 ft:J (lj 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------t-----t----------------1------+--+----+---I ~~=5=::'...'.:::==E::N:::G:::::IN:::E::E=:R:::IN:::G::::::::D:::E::::PA::::R::::T::::M:::E:::NT:'=:::=::::..':~=::::::o:::=~ PAVEMENT OVERLAY EL CAMINO REAL STRIPING APPROVED WILLIAM [, PJ:!1M11J t----+---+-------------+----+--+---1-----1 -~~Iii. C ~ • •--:L :1-Zl•4' l-------t-----t----------------1----1-----l------1-----1 DEPUTY CITY ENGINEER PE 28176 EXPIRESJ JI OBDATE I--D=cAc=TE,--+-,,IN-cclTI=cAc-L+------------------11--DA-TE--1-IN-ITI-AL---I---D-ATE--l---lN_ITI_A_L--l DWN BY: PROJECT NO. DRAWING NO. ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ~~g ~~; ~ 3667-13 438-7 "' - - -- -IJJ ~ -.J :c ~ ~ STRIPING NOTES: @ 4• m-117£ LANE LINE PER CAL TRANS DETAIL 12 @ ; 4" DOUBLE )'[LLOW CENTERLINE PER CALTRANS DETAIL 22 4" m-117£ RIGHT EDGEUNE PER CAL TRANS DETAIL 27B B" m-117£ CHANNELIZING LIN[ PER CAL TRANS DETAIL JB 6" m-117£ BIKE LANE LIN[ PER CAL TRANS DETAIL 39 "' I I I \ i I I I I I I I I I . ~ 6" WH/7£ BIKE LAN[ IN/fRSECnON LINE PER CAL TRANS DETAIL J9A (2DO L.F.) s ; ; 12" WHITE CROSSWALK, 10' /NS/DE DIMENSION (THERMOPLASnC) TYPE IV (L) PAVEMENT ARROW (THERMOPLAsnc) TYPE IV (R) PAVEMENT ARROW (TH[RMOPLASnc) "BIKE LANC PAVEMENT LEGEND AND ARROW (THERMOPLASnc) "SIGNAL AHEAD' PAVEMENT LEGEND (TH[RMOPLASnc) \ \ I I \ Ill!. \ \ \ \ ' s-~ SCALE 1" = BO' J Ill!. A 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 ~ l------l--+----------------1-----+--+----+---1 l1Z_J;::::::7=::'....':::==E:=N:=G=:IN::E::::E::::R::IN::G:::::::D::::E::PA:=R:::'T:'::M::::E::NT===--'.:~==0:::::::: DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL PAVEMENT OVERLAY EL CAMINO REAL STRIPING ----- ----- FOR STRIPING IN THIS AREA, SEE DETAIL ON SHEET19 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 ,.;,s, , ' I I I I I TOs• I I i., ,' I "'-'- SCALE 1" = 60' 20' -I----------- 20' STRIPING NOTES: i 4" DASHED YELLOW CENT[RUNE PER CALTRANS DETAIL 1 4• DOUBLE YELLOW CENTERLINE PER CAL TRANS DETAIL 21 8" WHITE CHANNELIZING LINE PER CAL TRANS DETAIL JB e 12" WHrTE CROSSWALK, 10' INStD[ DIMENSION (THERMOPLASTIC) @ 12" YELLOW CROSSWALK, 10' INSIDE DIMENSION (THERMOPLASTIC) ; ® ® ® TYPE VII (L) PAVEMENT ARROW (THERMOPLASnc) TYPE VII (R) PAVEMENT ARROW (THERMOPLASTIC) ·srop• PAVEMENT LEGEND (THERMOPLASTIC) 4" YELLOW LINE, 50 L.F. YELLOW "SCHOOL• PAVEMENT LEGEND (THERMOPLASTIC) Yl. 50 LF I \ Q: Q Q 0 ~ 1-- (/') 50 LF ~ Yl. 20' STREET Yl. 50 LF SCALE 1" = 60' 50 LF Yl. s ~ ,q:: Q 0 ~ (/') (/') ii§ I 50 LF Yl. YL 50 LF 1/ s 1 50 LF ~~:;:;;:-~-~~-:;:;;:~~7_t_ ~~--;;;:~-~-;;;;;-~~--~=~~~~-~-~~~-:;:;;:-~ -~-:;:;;:_:;:;;:_s;;;;-~-~-~~-=-==-;;;:;-=~--;;;;;-~_:;;;_;;;;;:_=~--;;;;;-=-:::=;;;;;-~ 2-0~~-=-;;;;;-~+-~~-;;;;;-~~=--~=-;;;;;;-~=-;;;;;;-~=-=-==-;;;;;;-~~-~--.~~-~~i~=--!__~/27~_,l;:~~;;:: Yl. 50 LF MONROE ---------------------------STREET I I -----------------20' -------------- n--L----M"tf ~ I; (3 ! 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. ~ CITY OF CARLSBAD ~ 1----+--+----------------jl----+----l---l----~ LllLJ==B=:__':::==E=N=G'=N=EE=R='=NG=D=EP=A=R=T=ME=N=T==:...':::::~=o::::::::! PAVEMENT OVERLAY MONROE STREET STRIPING APPROVED WILLIAM £. J:LIJt,l)fER /4/.A&t -£ '6-t'M •• .... ~-'Z.1•11' 1------t--t---------------f---+----<i----+---l DEPUTY CITY ENGINf::ER PE 28176 EXPIRESJ 31 OB DATE OWN BY: PROJECT NO. I DRAWING NO. ~~~g ~~: ~ 3667-13 _ 438-7 DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL 0111ER APPROVAL CITY APPROVAL 200 LF B HARDING STREET 8' - - - - -------"'s:-------L.-----------'-=---=--=f= 5• 15' 8 ~ 15' 5' 1-------~----------= -~----- L 8' HARDING STREET STRIPING DETAIL (SEE SHEET 2 ) A\:.Cl\:YLC::, 0 5' o.c. J9 200 LF NOT TO SCALE ( ~ ....___B_U_EN_'A_\t'._/S_T,_A_W._'.4_Y __ _ I HIGHLAND DRIVE STRIPING DETAIL (SEE SHEET 2 ) \ \ \ \ \ NOT TO SCALE NOT TO SCAL[ STRIPING NOTES: @ 4" DOUBLE YELLOW CrNTERLIN£ P[R CALTRANS D[TA/L 21 @ 4" DOUBLE YELLOW CENTERLINE PER CALTRANS DETAIL 22 @ 6" WHITE BIKE LAN£ LIN£ PER CALTRANS DETAIL 39 @ 6" WHITE BIKE LAN[ INTERSECTION LIN[ PER CAL TRANS DETAIL 39A @ "BIKE LANE" PAVEMENT LEGEND AND ARROW (IHERMOPLASTIC) @ R[MOVE EXISTING STRIPING OR MARKINGS BY GRINDING @ TYPE IV (R) PAV[M[NT ARROW (TH[RMOPLASTIC) @ "PED XING" PAVEM[NT L[GfND (IH[RMOPLASTIC) @ "STOP" PAV[MENT LEGEND (IHERMOPLASTIC) @ "SLOW SCHOOL XING" PAVEMENT L[GEND, YELLOW (THERMOPLASTIC) @ 12' WHITE CROSSWALK, 10' INS/DE DIMENSION (IHERMOPLASTIC) ® @ 12" WHITE LINE (IHERMOPLASTIC) 12" YELLOW CROSSWALK, 10' INSIDE DIMENSION (THERMOPLASTIC) @ 12" YELLOW LINE (IHERMOPLASTIC) • I J9 20D LF STREET G G 3 290 LF DETAIL J9 MONROE STREET STRIPING DETAIL (SEE SHEET 18) 2 G 100 LF D[TA/L J9A NOT TO SCALE PARK DRIVE/MONROE STREET STRIPING DETAIL (SEE SHEET 3 ) . .ft llfi G 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 ~ 1---1----1--------------+----+----+---+---1 :=~=9='....'::::::==:EN::::G:::::IN:::E:::E::::::Rl::::::N=:G:::::D:::E:::PA::::R::::T::::ME:::N:::T=='....':~==O::::::::: PAVEMENT OVERLAY STRIPING DETAILS 1-----1----1--------------+----+----+---+---1 /4.«P•· t': 1, -•-z. 3~z1,11t. APPROVED WILLIAM E.SMER 1-----+----1--------------+-----+-----+---+------1 DEPUTY CITY ENGINERPE:28176 EXPIRESJ 31 08DATE DWN BY: PROJECT NO. DRA'MNG NO. CHKD BY: JS 3667-13 438-7 RVWD BY: .....J!f_ DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL I I : / I I I I : 1 I I I ----- -~ I ----~, ,~, I I I • I "' I I 0 I ~ I I I I ---J - I PROPOSED I v CROSSWALK ),,- sis '-I I I I I I I I I I I I I I I I I I I I I I L---------~ L _ 01 STRIPING NOTES: (j) HANDICAP PARKING SPACES PER CAL TRANS DWG. M-27 AND M-29 (}) 4" WIDE WH/7[ STRIPE Q) 12• WHITE LIMIT LINE PER CALTRANS FJGURE 6-20 @ PAVEMENT MARKING PER CALTRANS FIGURE 6-22 OCEAN STREET PARKING LOT DETAIL (SEE SHEET 3 ) DETAIL B: TYPICAL CROSSWALK PLACEMENT N. T.S. I I I I I Fi==~~=== _.,110·,..1 - I I PROPOSED l ""IJ.--1.,-----CENTERLINE _ _ _ _ _ _ :0::: STRIPING 10' L',.12:0 --:r---r----1 L',. ' 11.,J ---afR~ PROPOSED LIMIT LINE 1 ?' NOT TO SCALE: ---------- DETAIL A: TYPICAL STRIPING AT INTERSECTIONS N. T. S. DETAIL C: TYPICAL YIELD LINE PLACEMENT N. T. S. 3 ► ... 13• I m:: :J[[ =rn m::~ [] 3 @ 6' O.C. TYP. (WHITE) 4" WHITE LANE LINE (CAL TRANS DETAIL 12) N. T. S. 10' O.C. 3" ----::m:------JI[------JI[=t----JI[---------------------------------::m:------JI[------JI[+----JI[---------------------------- □ ' [J 1... 24 ►I 4" DOUBLE YELLOW PAINTED MEDIAN (CAL TRANS DETAIL 29) N. T.S. -10' 0.C. - TYP. 3 ,, [] (YELLOW) [J :t ====::m:= ===· l [[_ JI[==== =JI[= == ----::m:------JI[ ______ JI[ ______ Jl[_f __ ---------- --------------- [] 24' [] 1... ►I 4" DOUBLE YELLOW LINE (CAL TRANS DETAIL 22) N. T.S. 8" WHITE CHANNELIZING LINE (CAL TRANS DETAIL 38) N. T.S. LEGEND: ~ YELLOW 12' ► _., 12' ► _., 24' ► [] [J [] ~--[J [J ====rn=====m:::J[[=rn====~1~11--== 111 -===m:::J[[ ===::m:==== 18' □ (II::J[[=rII .. I· 12· • I· [II::J[[=rII m:: :J[[ =rn [J 36' •1 .. 12· .. 1.. 13• ·I m:: :J[[ =rn [J = ===rn=====m:::J[[Jlll:===~1~11--== 111 -===m:::J[[=rn== ===rl[==== [=1 , rJ c1 r=i r::i I• 24 •I 4" YELLOW TWO WAY LEFT TURN LANE (CAL TRANS DETAIL 32) N. T.S. I I ____________ M M =========== "'=M ----------c~/""" _M M -------------1 I I 1 o' ~-n• O.C. (MAX.) M_i_(WHITE) TYP. M M M M ~ 12" WHITE CROSS-WALK LINES N. T.S. NOTE: USE YELLOW MARKERS FOR YELLOW CROSSWALKS MARKERS ON CENTERLINE I 1 (WHITE) TYP. I I 1 I Ill I I I I 1 1111 [---] --- [] Ill PERMANENT STRIPING PER CAL TRANS STD. PLAN PERMANENT PAVEMENT MARKERS PER CAL TRANS STD. PLAN TEMPORARY PA V[M[NT MARKERS PER CAL TRANS 12" WHITE STOP BAR N.T.S. 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. 1----+---+-------------+---,f----,f---+----1 LlQJ CIININE~!NG ~t~~~]AD urJ PAVEMENT OVERLAY STRIPING DETAILS /4&Y'A~:.LIAM~ 2~~-,. . I _, l •%14 I)(, 1----+--+-------------+---,f----,f---+----I DEPUTY CITY ENGINEtRPE28176 EXPIRES 3/31/08 DA TE OWN BY: I PROJECT NO. I DR4AWl38NG-7NO. ,__DA_TE~IN_ITI_AL_,__DA_TE~IN_IT_IAL_, CHKD BY: JS 3667_ 13 OTHER APPROVAL CITY APPROVAL RVWD BY: WP DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION