HomeMy WebLinkAboutDWG 450-1; 3667-15; 2007 PAVEMENT OVERLAY PROJECT; 01-21EL CAMINO REAL
OVERLAY AND
STRIPING -SHEET 9
MONROE STREET
OVERLAY AND
STRIPING -SHEET 13
AV/ARA PARKWAY
OVERLAY AND
STRIPING-SHEET 10
CARLSBAD BOULEVARD
OVERLAY AND
STRIPING -SHEETS 14 & 15
PASEO DEL NORTE
OVERLAY AND
STRIPING-SHEET 12
AVENIDA ENCINAS
OVERLAY AND
STRIPf NG -SHEET 11
2007
EL CAMINO REAL
OVERLAY -SHEET 8
STRIPING-SHEET 16
VARIOUS STREETS
OVERLAY -SHEET 3
COLLEGE BOULEVARD
OVERLAY -SHEET 7
STRIPING-SHEET 19
VARIOUS STREETS
OVERLAY -SHEETS 2, 3 & 4
POINSETT/A LANE
OVERLAY -SHEETS 5 & 6
STRIPING-SHEETS 17 & 18
VICINITY MAP
NOT TO SCALE
CONSTRUCTION PLANS
FOR
PAVEMENT OVERLAY PROJECT
PROJECT NO 3667-15
CITY OF CARLSBAD
CARLSBAD, CALIFORNIA
CITY COUNCIL
CLAUDE A. "BUD" LEWIS -MAYOR
ANN KULCHIN -MAYOR PRO TEM
MA TT HALL -COUNCIL MEMBER
MARK PACKARD -COUNCIL MEMBER
RAYMOND R. PATCHETT
CITY MANAGER
GLENNPRUIM
PUBLIC WORKS DIRECTOR
WILLIAM E. PLUMMER
DEPUTY CITY ENGINEER FOR DESIGN NOTE:
CONTRACTOR SHALL LOCATE ALL EXISTING
UTILITY VAL VE BOXES, MANHOLES, VAULTS,
SEWER CLEANOUTS, STORM DRAIN GRATES,
INLETS AND SURVEY MONUMENT BOXES PRIOR
TO OVERLAY AND PROTECT IN PLACE.
~ CITY OF CARLSBAD I SHEETS I
1-----+--r-------------+---+-----+--+-----I LU ENGINEERING DEPARTMENT 21
l----+---+-----------+---+----+-----+-----------1
PAVEMENT OVERLAY
2007 PAVEMENT OVERLAY PROJECT
TITLE SHEET
APPROVED WILLIAlj_.£.tLUMMER
t-------t--t-------------+---t----+--+--------1 ~Ar,'; C: ~ ,_,
t-------t--t-------------+---+---+--+--------t DEPUTY CITY ENGINEER PE 28176 EXPIRESJ 31 08 ATE
1---,-=-1-~-t-------------+---+---+--+--------t DWN BY:
DATE INITIAL ,_□_ATE~I_NITI_AL-+--DA_TE~INI_TIA___,L CHKD BY: JS
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: wP
PROJECT NO, I DRAWING NO.
3667-15 . 450-1
CARLSBAD BOULEVARD-~
OVERLAY & STRIPING
SEE SHEETS 14 & 15
FOR AVENIDA ENCINAS
STRIPING -SEE SHEET 11
~□
~ TRANSIT STATION JO
ENTRANCE \
\
PALOM R AIRPORT
\
COSTCO EN1RANCE
0 0 ;ii
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FOR PASEO DEL NORTE
STRIPING -SEE SHEET 12
FUCHSIA LN.
POINSETTIA PARK
ENTRANCE
BEACON BAY DRIVE
SEAHORSE COURT
LIGHTHOUSE ROAD
ROAD
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ARHM OVERLAY
COLD MfLLED AREA
EXISTING PAVEMENT
TYPICAL SECTION N.T.S.
COLD MILLED AREA
-THICKNESS OF THE EDGE GR/ND AT THE GUTTER SHALL BE 1.5• FOR ARTERIAL
ROADS AND 1.0" FOR OTHER ROADS.
ARHM OVERLAY
1" LEVELING COURSE
COLD MILLED AREA
EXISTING PAVEMENT
TYPICAL SECTION N.TS.
OVERLAY (SEE SECTION A)
COLD MfLLED AREA
LEGEND:
~
~ OVERLAY WITH LEVELING COURSE (SEE SECTION B)
---FOR AV/ARA PARKWAY SEE
OVERLAY & STRIPING -SHEET 10
STRIPING NOTES:
@ 4• DOUBLE YELLOW C[NTERLINE PER CAL TRANS DETAIL 22
® 'STOP" PAVEMENT LEGEND (THERMOPLASTIC)
@ 12" YELLOW CROSSWALK (THERMOPLASTIC)
@ 12" WHITE LINE
@ "STOP AHEAD" PAVEMENT LEGEND (THERMOPLASTIC)
.....__ FOR POINSETTIA LANE SEE
OVERLAY -SHEETS 5 & 6
STRIPING -SHEETS 17 & 18
NOTE:
CONTRACTOR SHALL LOCATE ALL EXISTING
UTILITY VALVE BOXES, MANHOLES, VAULTS,
SEWER CLEANOUTS, STORM DRAIN GRATES,
INLETS AND SURVEY MONUMENT BOXES PRIOR
TO OVERLAY AND PROTECT IN PLACE.
1---t--+------------t--+---t--+---il SH2EET I CITY OF CARLSBAD ~1
~==~=:::E:::N:::G:::IN=:E:::E:::R=:IN=G:::=:D:::E=:P=A=RT=M:::E:::N:::T==:::..:L£!_J==~
PAVEMENT OVERLAY
2007 STREET OVERLAY
VARIOUS STREETS
APP OVED WILLIAM E. PLUMMER
I~~-• ~ ~i!ttl.----,-_z/~/47 t---+----+----------------+---i----i-----t------i 'DEPUTY CITY ENGINEER PE 28176 EXPIRESJ 31i6eDATE t---+----+----------------+---i----i-----t------t
o~wN BY: PROJECT NO. l DRAWING NO.
2~~g ~~; ~ 3667-15 _ 450-1 DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
DATE INITIAL DA TE INITIAL
OTHER APPROVAL CITY APPROVAL
PKWY.
SCALE 1" = 400'
LEGEND:
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OVERLAY (SEE SECTION A)
MARITIME
CORTE ORCHID/A
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ARHM OVERLAY
COLD MILLED AREA
EXISTING PAVEMENT
TYPICAL SECTION N.T.S.
0)
COLD MILLED AREA
THICKNESS OF THE EDGE GRIND AT TH[ GUTTER SHALL BE 1.5" FOR ARTERIAL
ROADS AND 1.0" FOR OlHER ROADS.
ARHM OVERLAY
1" LEVELING COURSE
COLD MILLED AREA
EXISTING PAVEMENT
TYPICAL SECTION ® N.T.S.
. COLD MIU.ED AREA
D
~Jl!Mll!'lil!lL_
l
CONOSA WY.
COMORANT AVE.
STRIPING NOTES:
TORBRIA TERR.
FOR CASSIA RD. STRIPING
SEESHEET 20
FOR DOVE LN. STRIPING
SEE SHEET 20
ROAD
POINSETTIA
DRIVf
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9'
EJ.. REAL ___ ___s,;C:!\JAM~INf::!lO,L __ __:.:=:.::____
SCALE 1• = 400'
SCALE 1" = 400'
NOTE:
CONTRACTOR SHALL LOCATE ALL EXISTING
UTILITY VALVE BOXES, MANHOLES, VAULTS,
SEWER CLEANOUTS, STORM DRAIN GRATES,
INLETS AND SURVEY MONUMENT BOXES PRIOR
TO OVERLAY AND PROTECT IN PLACE.
4" DOUBLE i'fLLOW CENTERLINE PER CAL TRANS DETAIL 22
"STOP" PAVEMENT LEGEND (TH£f?MOPLASTIC)
12" i'fLLOW CROSSWALK (THERMOPLASTIC)
1----------t---+------------+--+---+--+----I ~' S=H3E=ET='=C=I=T=Y==O=F==C=A=R=L=S=B=A=D=-=' =1=~1 ~ ENGINEERING DEPARTMENT
12" WHITE LINE
"STOP AHEAD" PAVEMENT LEGEND (THERMOPLASTIC)
DA TE INlllAL DA TE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL
DA TE INITIAL
CITY APPROVAL
PAVEMENT OVERLAY
2007 STREET OVERLAY
VARIOUS STREETS
APPROVED WILLIAM £. PLUMMER
,?'(,!~ -c"-~ ..... .., .'?/µJ./1)7 -
DEPUTY CITY ENGINEER PE 28176 EXPIRESJ J1!0Bot:iE
OWN BY: PROJECT NO. I DRAWING NO. 2~~g ~~;-~---3667-15 . 450-1
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EL CAMINO REAL __________ PLAZA . .!:'DR"'-. ~01/A---
OVERLA Y AND
STRIPING -SEE SHEET 9
'!!.
------~ RD.
MONROE STREET
STRIPING-SEE SHEET 13
ROVE AVE.
WINT REEN DR.
DOREET
WAY
~ r
INECREST
ARHM OVERLAY
COLD MILLED AREA
EXISTING PAVEMENT
TYPICAL SECTION ® N.T.S.
CO{D MILI.F.D ARE'A
◊~-
THICKNESS OF THE EDGE GRIND AT THE GUTTER SHALL BE 1.5" FOR ARTERIAL
ROADS AND 1. O" FOR OTHER ROADS.
WAY
SCALE 1• = 400'
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OVERLAY -SEE SHEET 8
STRIPING-SEE SHEET 16
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SCALE 1" = 400'
COSMOS CT.
VI A
COLLEGE BOULEVARD
OVERLAY -SEE SHEET 7
STRIPING -SEE SHEET 19
0 ;
0
SCALE 1" = 400'
NOTE:
CONTRACTOR SHALL LOCATE ALL EXISTING
UTILITY VALVE BOXES, MANHOLES, VAULTS,
SEWER CLEANOUTS, STORM DRAIN GRATES,
INLETS AND SURVEY MONUMENT BOXES PRIOR
TO OVERLAY AND PROTECT IN PLACE.
'---t---+-----------1----+----l---l---=-~ '-I S=H4E=E=T l~C=IT=Y==. =O;=F====C=A=R=L=S=B=A=D=='--'===; • r ENGINEERING DEPARTMENT
PAVEMENT OVERLAY
2007 STREET OVERLAY
VARIOUS STREETS
APPROVED ~ILL/AM,..HL MM[R
DEPUTY CITY ENGINEER PE 28176 EXPIRESJ
DATE INITIAL DATE INITIAL DWN BY: PROJECT NO. DA TE INITIAL C JS
------------------------------------------------------------------------------------------~EN~Gl~NE~E~R~OF~W~OR~K!..iiiiiiiiiiRiiEiiVliiiiSiil0iiNiiiiDiiEiiSiiCiiRiilPiiTiil0iiNiiiiiiiiiiiiiiii~011-l;E~R~A~PP~R~OV~A~L~~Cl~TY~A;P;PR;O~VA~L~~R~~~~g~~~~~; ~WP~~ 3667-15
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AREA OF ASPHALT RUBBERIZED HOT MIX (ARHM)
AC GRIND (HEADER CUT)
5' WIDE AC, GRIND (COLD MILL)
EX MEDIAN
COLO MILLED AREA VARIES 8'-18' I
2.0" THICK AC, OVERLAY
COLD MILLED AREA
Jl _J
1,5"
EXISTING AC/AB SECTION
NTS
TYPICAL SECTION
A
SCALE 1• = 50'
--A
A
LN.
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CONTRACTOR SHALL LOCATE ALL EXISTING
UTILITY VALVE BOXES, MANHOLES VAULTS
SEWER CLEANOUTS, STORM DRAIN GRATES
INLETS AND SURVEY MONUMENT BOXES PRIOR
TO OVERLAY AND PROTECT IN PLACE
I ENGINEERING DEPARTMENT 1 1--,===t==⇒===================t==±==i==Jt==i Fl S=H5E=ET::'...:I =C=I=T~Y~O~F~C~A~R~LS=====B=A=D=:'....'::I ==::=!I PAVEMENT OVERLAY
POINSETTIA LANE
OVERLAY
DA TE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
OWN BY: _.,;ig;,__
CHKD BY: _,,.,JS,,__
RVWD BY: v.P
PROJECT NO.
3667-15
DRAWING NO.
450-1
LEGEND:
'77~ ~~1
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AREA OF ASPHALT RUBBERIZED HOT MJX (ARHM)
A.G. GRIND (HEADER CUT)
5' WIDE A.G. GRIND (COLD MILL)
II \
1.5~
POINSETTIA
A
2.0" THICK A.G. OVERLAY
EXISTING AC/AB SECTION
NTS
TYPICAL SECTION
SCALE 1 " = 50'
20' 2.0• "'I coc--_..,_--11:,...i1
EX/SJ.Add ~
EXIST. AB. -----o.o·
A.G. GRIND HEADER CUT
TYPICALN~E~TION (9
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NOTE:
CONTRACTOR SHALL LOCATE ALL EXISTING
UTILITY VAL VE BOXES, MANHOLES, VAULTS,
SEWER CLEANOUTS, STORM DRAIN GRATES,
INLETS AND SURVEY MONUMENT BOXES PRIOR
TO OVERLAY AND PROTECT IN PLACE.
l----+--+-----------1---1---------l---+---I I SH6EET I CITY OF CARLSBAD ~1
~::::::='..==:::E:::N::G:::IN:=E::E:::R::IN::G:::::D:::E::P::::A::R::::TM:::E:::N::::T==::'..:L£L_j:::::::::::=:
DATE INITIAL DA TE INITIAL DA TE INlllAL
ENGINEER OF WORK REVISION DESCRIPTION ···-+---~-.........
OTHER APPROVAL CITY APPROVAL
PAVEMENT OVERLAY
POINSETTIA LANE
OVERLAY
APPROVED WILLIAM E. PLUMMER
#!(i{6 t;Q4; '" -n ~/b7
DEPUTY CITY ENt!NEER PE 28176 EXPIRESJ/J1i:.WTE1
DWN BY: ·• I PROJECT NO. I DRAWING NO. ~~~g ~~'. -~-L._ __ 3_6_6_7-_1_5 _ __,_ 450-1
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AREA OF ASPHALT RUBBERIZED HOT MIX (ARHM)
A. C. GRIND (HEADER CUT)
5' WIDE. A.C. GRIND (COW MILL)
1.5"
SCALE 1 • = 50'
-A
-:-'<7 "'""~ -------,~~"S~~"';?:~~~
2.0' THICK ARHM OVERLAY
EX. MEDIAN
COLDMILLEDAREA VARIE.S8'-18'
o.o·
NTS
5'
o.o·
EXISTING AC/AB SECTION
TYPICAL SECTION
COLD MILLED AREA
Jl _J
1.5"
20' 2.0• I c > I
EX/SJ.A~: ~
EXIST. A.8. -.._: 0.0"
A.G. GRIND HEADER CUT
TYP/CALNs:.scrroN (9
I
NOTE:
CONTRACTOR SHALL LOCATE ALL EXISTING
UTILITY VALVE BOXES, MANHOLES, VAULTS,
SEWER CLEANOUTS, STORM DRAIN GRATES,
INLETS AND SURVEY MONUMENT BOXES PRIOR
TO OVERLAY AND PROTECT IN PLACE.
f----+---+--------------+---+----4----+----l I SH7EET I CITY OF CARLSBAD ~1
::==:::::":::=:::E:::N:::G:'::IN:::E:::E:'::R:'::IN:'::G:::::::D:'::E=P=AR=T:::M:::E:::N:::T==='-'=L?1._J===:
DA TE INITIAL DA TE 1Nl11AL DA TE INl11AL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
PAVEMENT OVERLAY
COLLEGE BOULEVARD
OVERLAY
APPROVED WILLIAM E. PLUMMER
DEPUTY CITY ENGINEER PE 28176 EXPIRES3 31 ·§~f
OWN BY: ... I
CHKD BY: ~
RVWD BY: .
PROJECT NO.
3667-15
DRAWING NO.
450-1
0
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VIDEO DETECJ70N
REQUIRED FOR N/B
APPROACH
8m AREA OF ASPHALT RUBBERIZED HOT MIX (ARHM)
--AC. GRIND (HEADER CUT)
----5' WIDE A.G. GRIND (COLD MILL)
IL L
1.5"
COLD MILLED AREA
5'
0.0"
NTS
-A
2,0" THICK ARHM OVERLAY
EX.MEDIAN
VARIES 8'-18'
5, CCLD MILLED AREA
Jl
~' ·~.· ",t ___J ---·~-
0.0"
EXISTING AC/AB SECTION
1.5"
TYPICAL SECTION
EL CAMINO REAL ------------------------
20' 2.0• I• ►I
EX/SI. A0': I l
EXIST. A.B. ~o.o·
A.G. GRIND HEADER CUT
TYPICALNS:SCTION (9
-A
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SCALE 1• = 50'
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REQUIRED FOR S /B
APPROACH
f-
1:h -.J s:
0
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/iJ (/)
\ \ \ \' \
\ ,\ ' . \
NOTE:
CONTRACTOR SHALL LOCATE ALL EXISTING
UT/LITYVALVEBOXES, MANHOLES, VAULTS,
SEWER CLEANOUTS, STORM DRAIN GRATES,
INLETS AND SURVEY MONUMENT BOXES PRIOR
TO OVERLAY AND PROTECT IN PLACE.
___ .......,_ ________________ I SHBEET I CITY OF CARLSBAD ~1
ENGINEERING DEPARTMENT ~
:====-===p==~=VE::::M:::E;=N::::T O::::V::::E:::::RLA==Y===.':::====:
1----+---+--------------------+---+----+---+----I
DATE INITIAL DA TE INITIAL DA TE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
EL CAMINO REAL
OVERLAY
CARLSBAD VILLAGE DR. TO CHESTNUT AVE.
APPROVED WILLIAM f;J__IJMMER #4".t~ Z: ~ 2 • • -;t,~/47
.DEPUTY CITY ENGINEER PE 28176 EXPIRESJ 31 0BDtTE
DWN BY: PROJECT NO. DRAWING NO.
CHKD BY: -;£;JS,,__
RVWD BY: WP 3667-15 450-1
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AREA OF ASPHALT RUBBERIZED HOT MIX (ARHM)
AC. GRIND (HEADER CUT}
5' WIDE A.G. GRIND (COLD MILL)
'
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-A
----------------------------------
10
9 100 u:
-----------------
--------------------------
------------------------
2.0" THICK ARHM OVERLAY
EX MEDIAN
COLD MILLED AREA VARIES 8'-18'
12'
12·
10·
IO'
12·
12'
-----------------------
'-3~
SCALE 1• = 40'
COLD MILLED AREA
EXISTING AC/AB SECTION
NTS
TYPICAL SECTION
2.0· 1• 20' ►i
I I ---EX/STA . ~
EXIST. A.8. --<.. 0.0"
A.G. GRIND HEADER CUT
TYPICAL Ns:scTION (9
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10'
12'
12'
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EL CAMINO REAL -----------
-----
-------------------------------------------
SCALE 1" = 40'
3
10 9 10() L.F. 3 IVL
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~ -------
12'
12'
12'
-------------------
10
STRIPING NOTES:
@ 4" WHITE LANE LINE PER CALTRANS DETAIL 10
8" WHITE CHANNELIZING L/Nf PfR CAL TRANS DETAIL JBC
3 6" WHITE B!Kf LAN£ UN£ PER CAL TRANS DETAIL 39
9 6" WHITE B/Kf LANE INTERSECTION LINE PfR GAL TRANS DfTAIL 39A
LL 12" WHITE LIMIT LINE (THERMOPLASTIC)
@ 12" WHITE TWO-LINE CROSSWALK (THERMOPLASTIC)
@ TYPE IV (L) PA VEMfNT ARROW (THERMOPLASTIC)
@VI TYPE IV (R) PAVEMENT ARROW (THfRMOPLASTIG)
@ TYPE VI PA VEM[NT ARROW (THERMOPLASTIC)
@ "BIKE LANE" PAVEM[NT LfGEND AND ARROW (THERMOPLASTIC)
@ SPEED PAVEMENT LEGEND (1f/£RMOPLASTIC)
5' 12'
12'
12'
10'
10'
12'
' s:. ' 1;i
~ \ z
~
\
NOTE:
CONTRACTOR SHALL LOCATE ALL EXISTING
UTILITY VALVE BOXES, MANHOLES, VAULTS,
SEWER CLEANOUTS, STORM DRAIN GRATES,
INLETS AND SURVEY MONUMENT BOXES PRIOR
TO OVERLAY AND PROTECT IN PLACE.
t==➔==➔===================t==i===i===t==J I SH9EET I CITY OF CARLSBAD ~ I ENGINEERING DEPARTMENT ~
PAVEMENT OVERLAY
EL CAMINO REAL
OVERLAY t===+===t======================t===t==j===j===i ~~'='~HWY~~78=!;7i~O,ggM.~!AR~RE:O~N~R~OA9=!D~=== I APPROVED W!LUAW~MfR
t====~===t=========================t===±===j====t==j /4.«Wa r::-~ ...... , . 2.~/47 1 DEPUTY CITY ENGINEER PE 28176 EXPIRES3 31 '08Dlfri7
ID!DA<TTErl111N"11TinAAJLf---------------kDAc-:TE=:-f-1ccNI-TIA-L+-0A-TE-1--IN_ITI_A_L_J OWN BY: I PROJECT NO. I DRAWING NO.
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL crIT APPROVAL ~~~g ~~; ~ v'i, -3667-15 . 450-1
STRIPING NOTES:
@ 4' WHITE LAN[ LINE PER CAL TRANS DETAIL 12
@ 4• DOUBLE 'IELLOW MEDIAN PER CALTRANS DETAIL 29
@ 8" CHANNELIZING LIN[ PER CAL TRANS lJE.TAIL JB
®
~
®
®
@
6" WHIT[ BIKE LANE LINE PER CAL TRANS DETAIL J9
6" 'Mi/TE BIKE LANE INTERSECT/ON LIN[ P[R CALTRANS O[TAIL J9A
TYPE IV PAVEM[NT ARROW (IHERMOLPASJ/C)
"SIGNAL AHEAD' PAVEMENT LEGEND (11/ERMOPLASJ/C)
'BIKE LANC PAVEMENT LEGEND AND ARROW
12" WHITE TWO-LINE CROSSWALK (THERMOPLASTIC)
LEGEND:
AREA OF ASPHALT RUBBERIZED HOT MIX (ARHM)
A.C. GRIND (HEADER CUT)
5' WIDE A.G. GRIND (COLD MILL) COLD MILLED AREA
EX.MEDIAN
VARIES 8'-18'
-. -~~·-•·"•-~---.. ------
~ .... ------...
2.0" THICK ARHM OVERLAY
5' COLD MIUED AREA
EXISTING AC/AB SECTION
NTS
TYPICAL SECTION
-
200 L.F.
RAISED MEDIAN
-----------
12
20' 2.0" 1,r; ~ I
EX/SIA~: ~
EXIST. A.B. '0.0"
A.G. GRIND HEADER CUT
TYPICAL SECTION (9
N.TS.
~♦
SCALE 1" = 40'
12'
-----
J
fVl
C
L
I
I
I
-+-------1--------
J
C::;f}
SCALE 1" = 40'
9 /Vl
9 200 LF.
NOTE:
CONTRACTOR SHALL LOCATE ALL EXISTING
UTILITY VAL VE BOXES, MANHOLES, VAULTS,
SEWER CLEANOUTS, STORM DRAIN GRATES,
INLETS AND SURVEY MONUMENT BOXES PRIOR
TO OVER.LAY AND PROTECT fN PLACE.
~ CITY OF CARLSBAD~
1----+---+--------------t-----t-----t---t----;LJQ_J ~:::::::::o:='....:::==:EN::::G:::lN::::E:::E:::Rl~N:::G~D~E:::PA:::R~T::::ME:::N:::T==~~==1~
PAVEMENT OVERLAY
AV/ARA PARKWAY
OVERLAY AND STRIPING
APPROVED WILLIAM £. MER
' ."?//Ah7
DEPUTY CITY ENG NEER PE 28176 EXPIRESJ 31 ohbA'rfT 1----+---+--------------t----i---t---t----i
DA TE INITJAL
ENGlt-iEER OF WORK
DATE INITJAL
REVISION DESCRIPTION
DA TE INITIAL
OTHER APPROVAL CHY APPROVAL
DWN BY:
CHKD BY: JS
RVWD BY: WP
PROJECT NO.
3667-15
DRAWING NO.
450-1
' !
J9
J
3 100 L.F. 200 L.F.
2
J
-----------------------
---------;,7i'4~-------~~-------~-= --------- - ---·-- - ---· -- --- --· -- -
B' ------
----
,&'ID' -------------------------
14' s·
SCALE: 1• = 40'
2 J 100 L.F.
L
J J A-AVENIDA ENCINAS
-... ..,.....,_.-----------
B'
----------14'
=== f)'
14' , _.., ... ________ --
_.,.._5 ------.. ---------------------;;,,--------
A-
STRIPING NOTES:
4• DOUBLE YELLOW CENTERLINE PER CAL TRANS D[TAIL 22
4• DOUBLE YfLLOW TWO WAY LEFT TURN LANE PER CAL TRANS DETAIL 32
8" WHITE CHANNQIZING LIN£ PER CAURANS D[TAIL 38
8" WHIT[ CHANN[UZ!NG LIN£ PER CALTRANS DETAIL J8A
6" W'ri/TE BIKE LAN£ LIN£ PER CAL1RANS D[TAIL 39
6" WHIT[ BIKE LANE INTERSECTION LJNf PER CALTRANS DETAIL J9A
12' WHIT[ LINE (PAINT)
12• WHIT[ TWO-LINE CROSSWALK (THERMOPLASTIC)
TYPE IV (L) PAVE:MENT ARROW (TH[RMOPLAS71C)
TYPE IV (R) PA Vl:M£NT ARROW (TH£RMOPLAST/C)
"BIKE LANE" PAVEMENT L£GfND AND ARROW (IHERMOPLAST/C)
-----
9 200 L.F.
I
I
~
-------...........__
---------------
J
A.._
AVENIDA ENCINAS
I
I
j J 100 L.F. J
----------------------------
B'
14' 5'
10'
14' 5' ----------------------
8'
-----------------
A-
9 200 L.F.
OP 'NC
___ -... __ -------
Wl @ 25' o.c.
AT 45'
@
200 L.F.
SCALE 1• = 40'
10·
'
I
I
I
I
I
I
----------.
8'
-------------/--
5' 14' 60'
;;---...Z..--------, 0,--"0P""EN/Nn=---,.J ~=
L
'
5' 14'
8'
2
J
1.5"
NEED VIDEO /Jf:itC710N
FOR SOUTHBOUND LEG
SB NB
2.0" THICK ARHM OVERLAY
1" LEVEiUNG COURSE
i
---cc--~s------..,,...,1,_5• COLD Mil LED AREA
EXISTING PAVEMENT COI.DMJLLEDAREA
TYPICAL SECTION C9 N.TS
2.0· I
EXIST.A(:,
EXIST.AB.
20' io, I
I
¼COO"
AC. GRIND HEA.DER CUT
TYPICAL SECTION (:)
N.TS.
NOTE:
CONTRACTOR SHALL LOCATE ALL EXISTING
UTILITY VALVE BOXES, MANHOLES, VAULTS,
SEWER CLEANOUTS, STORM DRAIN GRATES,
INLETS AND SURVEY MONUMENT BOXES PRIOR
TO OVERLAY AND PROTECT IN PLACE.
l----+--+------------+--+----t----+----t [SH1E1ET j CITY OF' CARLSBAD ENGINEERING DEPARTMENT
;::==:'....'::::===P,='A=VE=M=. E=N=r=o==vE=R==LA=:::Y =:::::..====:
DA TE INl11AL DATE INl11Al DAT£ INlllAL
ENGINEER Qf WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
AVENIDA ENCINAS
OVERLAY AND STRIPING
OWN BY: PROJECT NO. DRAWING NO.
CHKD BY: JS
RVWD BY: WP 3667-15 450-1
---
BL
STRIPING NOTES:
<@ 4" DOUBL[ i'ELLOW CEN'fERLJN£ PER CAL TRANS DETAIL 22
@ 4" DOUBLE YELLOW TWO WAY LEFT Wf?N LANE PER CAL TRANS DETAIL 32
@ 8" WHITE CHANNELIZING LINE PER CALTRANS DETAIL J8
@ 6" WHITE BIKE LANE LINE PER CALTRANS DETAIL 39
@ 6" WHITE IJIKE LANE INTERSECTION LINE PER CALTRANS DETAIL 39A
@
@
®
@
®
12• M/11'£ TWO-LINE CROSSWALK (THERMOPLASTIC)
TYPE IV (L) PA V[MENT ARROW (THERMOPLASTIC)
"!311([ LAN£" PAVEMENT LEGEND AND ARROW (7H£RMOPLASTIC)
"SIGNAL AHEAD" PAVEMENT LEGEND (TH£RMOPLAS11C)
"PED XING' PAVEMENT LE:GEND (n-lERMOPLAS11C)
J
9 200 L.F. L -A J
-----------------
-A
.....,A
8'
5' 14'
·--------
8
5,
14'
10'
1.5"
10' ~----------------
J L
= ===
9 200 L.F.
2.0" ARHM OVERLAY
COLDMJLLED AREA
EXIST/NO PAVE:MJ;NT
TYPICAL SECTION ® N,T.8.
I"" 2.0" I
\1 EX/SI.AC
EXIST. AB,
2Q' >I
I
L
A.C. GRIND HEADER CUT
TYPICALSECTION (9
N.T.S.
1.5"
COLD MILLED AREA
SCALE 1" = 40' BL
PASEO DEL NORTE
8'
5' 14'
10' ----------------------------------------
L 100 L.F.
200 L.F. J
PASEO DEL NORTE
,,..,.===-------------
8'
----------------
BL
ss*-
SCAU: 1• = 40'
9 '200 L.F. -A
8
--------/ --------------------------------------
3
--A BL
8'
___________ , =----------~ --
A 200 L.F.
9 100 L.F. A
9 100 L.F.
----------
8'
----------. /. ------s· 14'
10'
5' 14'
iVL
100 L.F.
® ~ NEED VIDEO DETECllON
FOR SOUlHBOUND LEG
NOTE:
CONTRACTOR SHALL LOCATE ALL EXISTING
UTILITY VALVE BOXES, MANHOLES, VAULTS,
SEWER CLEANOUTS, STORM DRAIN GRATES,
INLETS AND SURVEY MONUMENT BOXES PRIOR
TO OVERLAY AND PROTECT IN PLACE.
~ CITY OF CARLSBAD ~
t----+--+---------------------ie-----+---1---+-----I ::LlLl==· =-==E=N=G=IN=E=ER:::l:::N=G=D=E=PA:::R:::T:::M::EN:::T===-=L£!....J==1=:
PAVEMENT OVERLAY
PASEO DEL NORTE
OVERLAY AND STRIPING
~~~---APPROVED WILLIAM f. PlUMMER
l------+--+----------------11----1-----4---+---l~D~EP~U~TY~C~I~~--fcN~Gl~NE~ER~P~E-2~81~7-o-EX_P_IR_E_S_J_Jl·~~7
DA TE INITIAL DATE INlllAL DATE
ENGINEER OF WORK REVISION DESCRIPTION
INITIAL JS
WP
PROJECT NO.
3667~15
DRAWING NO.
450·1
I
9 200.J,L-------· --
>-~ ~
0
t5 12' -----~ 12' 5' -~ ------_,
I [
I
I 'Q::: I
/,~ I
I , ,ff
'i I
L
$CAL£ 1• "' 50'
200 LF.
-----------
___ ,.,._ ----,,..,,,,.._. --
3
STRIPING NOTES;
@ 4" .WHITE LANE LINE PER CAL TRANS DfTAIL 12
@ 4" DOUBLE YELLOW CENTERLINE P£R CALTRANS DETAIL 22
@ 4" DOUBLE iicLLOW MEDIAN PER CAL TRANS DETAIL 29
12
@ 4" DOUBLE filLOW TWO WAY t£FT FURN LANE PER CAL/RANS DETAIL 32
@ fJ" WHITE: CHANN/;:LJZING LIU£ P£fl CAL TRAW$ 0£:TAIL 38
.~-6" WHITE BIKE LANE LINE P£R CAL TRANS DETAIL 39
@ 6" WHITE BIKE LANE INTERSECllON LINE P[R CALTRANS DETAIL 39A
@ 12" 'Mi/TE TWO-LINE CROSSWALK (THERMOPLASTIC)
@ TYPE IV (L) PAVEMENT ARROW (THERMOPLASTIC) i;L· TYP£ IV (R) PAVEMENT ARROW (THERMOPLASTIC)
"BIKE LANE" PAVEMENT LEGEND AND ARROW (THERMOPLASTIC)
"S1GNAL AHtAD" PAVEMENT LEGEND (THERMOPLASTIC)
-----
IVL
12
SA
12
2
200 LF.
Ill
2.0' ARHM OVERLAY
COW MILLED AREA
EXISTING PAVEMENT
TYPICAL SECTION ® N.T.S.
EXIST. A,(. ~
EXIST.AB. ~O.D"
A.C. GRIND HEADE:R CUT
TYPICAL $!::CT/ON ®
N.T.S.
COLD MlllED AREA
I ,
(
2
12
3
J
IVL
9 200 L.F. 12
----4f.C!tt@1: sr ---:...
3 125 L.F.
3
12
=----
SCALE 1" " 50'
125 L.F.
J
.... .._ ----------------------
150 Lr.
7 1t -· ----------------~~ -
"'"-'----=._--==-=" -
10'
-------l-< ~O'TAPfR • _ _J2:.. _-_
------
9 200 LF.
200 L.F.
12
100 L.F.
39
BL
3
L
5' 12' ---•" ~ --- ------
Wi
35 L.F.
2-50 L.F.
NOTE:
\
\
Ill
\ '
100 L.F.
\
\
\
\
CONTRACTOR SHALL LOCATE ALL EXISTING
UTILITY VAL VE BOXES, MANHOLES, VAULTS,
SEWER CLEANOUTS, STORM DRAIN GRATES,
INLETS AND SURVEY MONUMENT BOXES PRIOR
TO OVERLAY AND PROTECT IN PLACE.
m
tP m .... i .... m
~
i------+--+--------------+--+--+---1-----1 :=I =3=-! '=c=II=!==J=t-jE=='.~==Rf==NG==c===Dt=p=~=~=-· ·=]=A=D=-=I =1=!
PAVEMENT OVERlA Y
MONROE STREET
OVERLAY AND STRIPING
DATE INITIAL DATE INffiAL DA TE INlllAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
---------------------
-
LEGEND:
----
AREA OFASPHALT RUBBERIZED HOT MIX (ARHM)
AC. GRIND (HEADER CUT)
5' WIDE AC. GR1N/J (COJ.f)MlLLi
3
-A 2
-
12
2.0" ARHM OVERl,A Y
COLD MJUED AREA
EXISTING PAVEMENT
TYPICALNSf~TfON ®
2.0· 1-.: 2iJ' ►l
tx$1/2.~: -L
EXJST. AB. ----<: 0:0"
A.C. -GRIND HEADER CUT
TYPICAL SECTION ®
N.T.S.
200 L.F.
I
A
A
N££D \IJOEO DETECTION FOR S/B APPROACH
3
12" YfLLOW UNE @ 40' O.C.
ND 45' TYPICAL
SCALE 1• = 50'
SCALE 1• = 50'
___ ...
NOTE:
CONTRACTOR SHALL LOCATE ALL EXISTING
UTILITYVALVEBOXES, MANHOLES, VAULTS,
SEWER CLEANOUTS, STORM DRAIN GRATES,
INLETS AND SURVEY MONUMENT BOXES PRTOR
STRIPING NOTES: TO OVERLAY AND PROTECT IN PLACE.
@212 4• WHITE LANE LINE PER CALTRANS DETAIL 12 <g& 4• YELLOW LEFT EDGELINE PER CALTRANS DETAIL 24 i---+-+------------+---1-----1---1----1 ~ CITY OF CARIS BAD I SHEETS I
@ 4" WHITE RIIJHT EOGELINE PER CALTRANS DETAIL 27B .. ---_ __ _ L!iJ ENGINEERING DEPARTMENT 21
@ 8" WHITE CHANNELIZING UN£ PER CAL TRANS DETAIL 38 PAVEMENT OVERLAY
@r 6" WHITE BIKE LANE LINE PER CALTRANS DETAJL 39 SOUTHBOUND CARLSBAD BOULEVARD
@ .. [L 6" WHITE BIK[ LANE INTERSECTION LINE PER CAL Tl?ANS DETAIL 39A OVERLAY AND STRIPING
@ 12" WHITE LIMIT UN£ (THERMOPLASTIC) : TO 500' NORTH OF BREAKWATER RD.
@ 12" WHITE TWO-·LINE CROSSWALK (THERMOPLASTIC) MMER
(l) rtf'f.. I PA \fi/1'::Nf ARROW (THERMOPLASTIC) :l / ~ , @ TYPE IV (L) PAVEMENT ARROW (THERMOPLASTIC) Ef>UTY CITY E'.NGINEI'R PE 28176 EXPIRESJ JI 'iJ1;&7
@ "BIKE LANE" PAVEMENT LEGEND AND ARROW ('/HERM<JPLAS11C) lii'ioAmTE7"!NliiiniAAL.t--------------+-:-DA--::TE-1--,-MJTI"""A_L-f...-.----1--..f DWN Y: PROJECT NO. DRAWING N • RE " DA TE INITIAL CHKO BY 'S ---------------------------------------------JS~A~~s:1G:N:AL_A:H:EA:o~·~P:AVE:-=ME~N~T~L£~G£~N:D~(Ti:HE:R:M~OPL~AS~n~c)~-----------------------fl-JGJNE'.£R OF WORK VISION DESCRIPTION 0~ APPROVAL CITY APf'ROVAL RVWD BY; WP 3667-15
i <i :I: ,.....
I -A I -:z. m
--~-~...._ --.--ili=·.-F -.... ---7T -
12·
12'
.1
12'
--1---· I
(j) m
(j)
:I: J ~ 200 L.F.
m
-I .... .t,.
---·------•r -A-·-----------__._ __ E~~=~~=--==-*=~-=-=:=~------------,--~=::::::::=-
fit (/j
12
#'
</.~
./2.0" ARH~ OVERLAY
LEGEND:
--AREA OF ASPHALT RU8BERIZEV HOT MIX (ARHM)
AC. GRIND {HEADER CUT)
5' Wl[)E A.G. <,RIND (GOLD MILL)
CO!.f) Mll.l.ED AREA '\.
EXISTING PAVEMENT
TYPICAL SECTION ® N.7:/J,
A.G. GRIND HEADER CUT
TYPICAL SECTION ®
N.T.S.
\
\
COI.D MIi.LED AREA
Q! 250 L.F.
-
STRIPING NOTES:
@ 4• WHITE LANE UN£ PER CALTRANS .DETAIL 12
?'
2 '' 4• YELLOW LEFT EDG£L/N£ P£R CALTRANS DETAIL 24 ,.
,; • 4" WHITE RIGHT fDG£LIN£ PER CAL/RANS D£TAIL 278 '"· J 8" WHIT£ CHANNELIZING LINE PER CAL TRANS DETAIL 38
6" WHITE 8/KE LANE LINE P£R CAL TRANS DETAIL J9
6" WHIT£ BIKE LANE INTERSEC170N LINE PER CAL JR ANS DETAIL J'JA
12' WHITE TWO-LINE CROSSWALI< (711£RMOPLAS17C)
TYPf I PA Vf!MENT Af/F/OW (MIIMOPLAS17C)
TYPf IV (L) PAVEMENT ARROW (THERMOPf.AST/C)
"BIKE LANE" PAVfMENT LEGEND AND ARROW (THERMQP(.ASTIC)
"SIGNAL AHEAD" PA \!EMENT LEGEND (711ERMOPLAS17C)
.
NEED VIDEO DET£C170N
FOR S/8 APPROACIJ
CARLSBAD BOULEVARD
A -
A
12
SCA!£ I" • 50'
,
\~
SCA!£ 1" = 50'
NOTE:
....
m _,
~ C> _,
co
fit er.,
CONTRACTOR SHALL LOCA Tl:. ALL EXISTING
UTfL/TY VAL VE BOXES, MANHOLES, VAULTS,
SEWER CLEANOUTS, STORM DRAIN GRATES,
INLETS AND SURVEY MONUMENT BOXES PRIOR
TO OVERLAY AND PROTECT IN PLACE.
C
~ CITY OF CARLSBAD ~ ~====~====t============================j=====t====!====j:::j ~ ENGINEERING DEPARTMENT L1'..LJ PAVEMENT OVERLAY
SOUTHBOUND CARLSBAD BOULEVARD. OVERLAY AND STRJPJNG
t----+--1:---------------+--+--+--+---l ·500'NORTHOF SOLAMARDR. TO500'!',JORTHOF BREAKWATER DR
APPROVED WllcL/~M f:~PWMMER ~A:, , ,, _, • -, ::i/.,t.t:_/4 7
t----t--t----------------f--+---1---l----1 DEPUTY Cl'fY ENGtNEER PE 28176 EXPlRESJ/J!MDATE
~~~Bi~~ f I P366c1~15 I DR450~1No. OATE INITIAL
ENGINEER Of' WORK REVISION DESCRIPTION
DATE !Nl11AL DA TE lf>il11AL
OlHER APPROVAL CITY APPROVAL
I ,
I
J
I
I
I
I
I
' I
STRIPING NOTES;
I
I
I
@ 4• WI/flt LANE LINE PER CALTRANS DETAIL 12
@ 8" WI/flt CHANNELIZING LINE PER CAL TRANS DET Ali 38
@ 6" i'M/1£ BIKE LANt UN£ PtR CAURANS DETAIL J9
It
~ 6" 1#1(/E BIKf LANE INTERSECTION UN£ PER CAL TRANS O.:TA/L 39A
12" ViMTf LJM/T UN£ (THERMOPLASTIC}
@
® @
@
12" WI/IT[ TWO·-LINE CROSSWALK {THERMOPLASTIC)
TYPE IV (L) PAVEMENT Al?f/OW (THERMOPLASTIC)
"BIKE LANE" PAVEMENT LEGEND AND ARROW (THERMOPLAS?IC)
"SIGNAL AHEAD" PAVEMENT LEGEND (THERMOPLASTIC)
I.
J
12 L
EL CAMINO REAL --------------------------------------~------
__.--RAISED MEDIAN
12' -----------------.. ----. --~ -·--------~ ----~ --= ·-------------"-'-~
12
SCALE 1• = 50'
J
12
EL CAMINO REAL ____________ _ -----______ -.,,_ ------------
1
L
12' B'
20D L.F.
SCALE 1 • = 50'
\
I
I
l
NOTE:
CONTRACTOR SHALL LOCATE ALL EXISTING
UTJUTY VAL V£ BOXES, MANHOLES, VAULTS,
SEWER CLEANOUTS, STORM DRAIN GRATES,
INLETS AND SURVEY MONUMENT BOXES PRIOR
TO OVERLAY AND PROTECT IN PLACE.
··· 1 SHEET I CITY OF CARLSBAD l SHEETS 1 1--------l---1------------------t---t--+---t----l 16 ENGINEERING DEPARTMENT 21
l------l------+------------1--t-----ir-----t--; PAVEMENT OVERLAY '.A_~_I
EL CAMINO REAL
STRIPING
CARLSBAp VILLAGE DR. TOCl:fESTNUT AVE. !-----+--+---------.--•>·-· --~+---t----+--·--t"---1 ~'=""'~~~~~~~=============;
APPROVED WILLIAM ~r
M2.4:G:t ·, ,; ' ::?z'io1.!I« ... I . . :1 l,/4/4-:;.
DEPUTY cnY ENGINEER Pt: .2811e EXPIRESJ 31 il'8oAtE
DWN BY: L PROJECT NO. ! DRAWING NO. ~~ ~~: . ~ 3667-15 . 450-1 OA lE INITIAL
ENGINl'£R ()I' WORK REV!SfON DESCRf PT!ON
OA'lE lffillAL OAlE INITIAi.
OTHER APPROVAi. CITY APPROVAL
,,. LL --·---------------11'
RAISED MED/AN
2f)'
----~-----5' H'
STRIPING NOTES:
4• WHITE LANE LINE PER CAL TRANS DETAIL 12
4• WHfTE LANE UN£ PER CAL TRANS DETAIL 1J
IJ
4 • DOUBLE '/1i'LLOW M£fJJM! PER CAL TRM!S DETAIL 29
8" WHITE CHANNELIZING UNE PER CAL TRANS DETAIL J8
8" ltHITE CHANNELIZING UN£ f'tR CAL TRANS DETAIL J8C
6" WHITE 81/(E LAN[ UN[ P[R CALTRAN$ O[TAIL J9
6" WHITE 8/KE LANE INTERSECTION LINE PER CAL TRANS DETAIL J9A
12" ltHITE UN£ (PAINT)
12" WHITE UMIT LINE (THERMOPLASTIC)
12• Wffl'ft TWO-UNE CROSSWALK (THERMOPLASTIC)
TYPE IV (L) PAV£MENT ARROW (1HEJIMOPLASTIC)
TY'PE IV (R) PAVfMENT ARROW (TIIERMOPLASTIC)
"8fKE LAN£" PAVEMENT LEGEND ANO ARROW (THERMOPLASTIC}
"SIGNAL AHEAD" PAVEMENT LEGEND (THERMOPLASTiC)
L
SCALE 1• = 50'
I
100 L.F, r
200 L.F.
f
I
f
f
I
' I
I
L
12
200 LF.
J 12
POINSETTIA
----------------------------
J
SCALE 1" = 50'
12
--------------~ ~ -----
------------
LN.
J
LN.
M.
----------------
12'
~ "' 200 LF. ~
12 i
I
I
L
-------
-~--_....---------------------------
12'
I
I
I
I
I
--
I
I
I
f
I
f
I
(
-----~ 200 LF. ~, 7 """
t)~, I ~ ~
/ ~ ;u~i I
I ~
NOTTE:
CONTRACTOR SHALL LOCATE ALL EXISTING
UTILITY VALVE BOXES, MANHOLES, VAULTS,
SEWER CLEANOUTS, STORM DRAIN GRATES,
INLETS AND SURVEY MONUMENT BOXES PRIOR
TO OVERLAY AND PROTECT IN PLACE.
----------------+---+--t---+----tl~ s:::;1:::7:::T::..'l:::C:::I=I=Nr=!=NEO=ER=fN=G=~=f=p~::::R=~=~=!,3==A==D:::::::'_.':::r:::···==1~'
PAVEMENT OVERLAY
POINSETTIA LANE
STRIPING
APPROVED WILLIAM E. PLUMMER
DATE INITIAL DATE INITIAL DATE
ENGINE& OF WORK REVISION DESCRWTION OTHER APPROVAL
·--------...
STRlf'ING NOTES:
4" WH/Tr LANE LINE PER CALTRANS DETAIL 12
4" WHITE LANE LINE PER CALTRANS DETAIL 13
8" WHITE LAN,£ DROP Llf,(£ PER CAL TRANS DETAIL J78
8" WHITE CHANN£.I.IZING LINE PER CAL TRANS DETAIL 313
I!" WHITE CHANNELIZING LINE PER CAL fflANS DETAIL 38A
s• Wff/TE CHANNELIZING LJNE PfR CAL /RANS DETAIL JBC
6" Wff/TE 8/KE LANE LIN£ PE.:R CALIRANS DETAIL 39
6" WHITE 81KE LAN£ INT£RS£CT/ON UN£ PER CAL TRANS Of.TAIL J9A
12' WHITE UNE (PAINT)
12" WHITE UMtT UNf (THERMOPLASTIC)
12• WH!TE TWO-LINE CROSSWALK (TH£RMOPLASTIC)
TYPE IV (L) PAVEME/>IT A/itROW (Tl-lERMOPLASTIC)
f/P£ JV (R) PAV£M£NT ARROW (THl:RMOPLASTIC)
"El/KE LANE" PAVEMENT L£GfNI) ANO ARROW (1HERMOPU\S7/C)
"SIGNAL AHEA{)" PAVEMENT LEGEND (1HERMOPLAS11C)
r g{
ITJ
i
' rr; --;
9 200 L.F.
---~ ·----------------------12'
12'
12'
--------
200 L.F. ----------.
A
SA
PQINSETTIA
J
12
POTNSETTIA
~ RAISEV MEDIAN
.. ----~-~------
J
~ IIA/S£JJ 11111/AN
12
LN.
200 LF.
---_11:J.,
A
----
135 LF.
J
L
12·
12· ------------------------------12'
!
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200 L.F.
l~
I ::i:;; ·~
f 11
!.~
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-·----
NOTE:
CONTRACTOR SHALL LOCATE ALL EXISTING
UTILITY VAL VE BOXES, MANHOLES, VAULTS,
SEWER CLEANOUTS, STORM DRAIN GRATES,
INLETS AND SURVEY MONUMENT BOXES PRIOR
TO OVERLAY AND PROTECT IN PLACE.
~ CITY OF CARLSBAD I SHEETS I 1-----1~-+-~-------------t-----+----tt----+--; L_!_!j ENGINEERING DEPARTMENT 21 l---+-+--~---------+----+--1---1-----; c~•----. ·. ·-.· -·-...................... .
DATE INITIAL
-ENGINEER Of WOflK REVISION DESCRtPTION
PAVEMENT OVERLAY
POINSETTIA LANE
STRIPfNG
APPROVED. WILLIAM £. PLUMMER
I
I
I
I
I
I
1
I
I
'
1
I
I
I
('"'--"",,
I
200 L.F.
-----
--/
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I
STRIPING NOTES:.
@ 4" W/117£ LANf /JN£ f'fR CM tRANS OfTAJL 12
I ~
4• WIIJ/E RIGHT El){;ELJNE PER CALTRANS VETAJL 278
4• DOUBLE YELLOW C£1ff£RI.IN[ P£R CAL/RANS DETAIL 29
a• W/1/TE CHAl>INEUZING UHE PER CAL.TRANS IJETA/L JE1
6" V!HITE BIKE LAAIE JJ/'1£ PD/ CA!. TRANS DETAIL 39
6' ¥,l:/J/£ BIKE LANE IN!ERSECJION LIN£ PER CALTRANS DE:TAIL J9A
12" WHIT£ TWO-UN£ CROSSWAU< (TH£RMOPLASTIC)
NP[ IV (0 PAVfME:NT Af/fiOW (THfRMOPLASTIC)
tit/!£ LANE" PAVEMENT 1£GtNf) AND ARROW (7HERMOPLASTIC)
A "SIGNAL AHEAD" PA V£M£NT LEGEND (THERMOPLASTIC)
200 L.F.
-:::-----------
12'
SCA!£ 1 • = 50'
J
12'
~ RAISED MEDIAN :_;,,
J
~~-----
12
12
L
/ ~ / / /
/
/
/
/
200 L.F.
NOTE:
CONTRACTOR SHALL LOCATE ALL EXISTING
UTJLITY VALVE BOXES, MANHOLES, VAULTS,
SEWER CLEANOUTS, STORM DRAIN GRATES,
INLETS AND SURVEY MONUMENT BOXES PRfOR
TO OVE:RLAY AND PROTECT IN PLACE. --+----------------+--------lw c1rrNE21rNG ~~~N~AD LlLl :===::::'..'.::==========::::'..'.::====: PAVEMENT OVERLAY
COLLEGE BOULEVARD
STRIPING
APPROVEO WILLIAM E.
1-----1;----+------------------,f----+--+----1---1 DEPUTY CtTY ENGfNtfR PE 28176 EXPtRfSJ 'JI 8 D TE
DWN BY: PROJECT NO. I DRAWING NO.
CHKO BY: j 3667-15 450-1 . RVWO BY:
DATE INITIAL
.ENGINEER OF WOllK REVfSION DESCRfPTION
DA TE JNlT!AJ. OATE lNITIA!.
OTHER A!'f'RO\'Al CITY APPROVAL
SCALE I• = 50'
2!1'
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25'
1:r ----......,.-------
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CASSIA RD.
15'
IV/.
8
2'14 LF.
/4'
J 27-0 L.F.
STRIPING OET All FOR CASSIA ROAD
STRIPING NOTES:
J
4" m-1/TE LAIi£ JJN£ PER CAL TRAMS DETAJL 8
4• 1)0($/£ l'EUOW ('£N1fJ/LfN£ P£R CALTRANS /)[TAIL 21
4" OOUBL£ 'IFLLOW CENTERLJNE PER CAL /'RANS DETAIL 22
4" OOUllt.E !ULOW MEWAN PER CAL TRANS DETAIL 28
4• WHITE LANE l)fl(IP LINE
FJ" WHITE CHANNEL/ZIN{} LINE PER CAL FRANS DETAIL 38
6" WHITE BIKE LANE l.1N{[ PER CACfR.i\NS OCTAIL J9
Ii" WHJTE BIKE LANE INTERS£CTION LINE PER CAL !RANS DETAIL J9A
it" WHITE TWD-LM!t CR1)$$WAJ.K (1Hf~AS1'1CJ
TYP[ IV (L) PA';f;lilfi:NT ARF«JW (THERMOP/.ASTIC)
"SIGNAL AHEAD" PA \IEM£NT LEGEND {THERMOPLAS11C)
"BIKE LAN< PIW£MENT LfCEJ/1) ANIJ ARROW
i z
0
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ffl r
"Q
73 l;
21 0
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25'
12'
15'
CAMINO DE LAS ONDAS
,
' I
21
21
23'
15'
8
STRIPING DETAIL FOR CAMINO DE LAS ODAS
:E.
SCALE 1" = 50' I
Cf)
~
a l IJJ I
265 L.F. ) ~ rrl
211'
------
175 LF: IV/.
li 1J5 LF:
SCALE 1" = 50'
g
,
}4' 5'
----
STRIPING DETAIL FOR DOVE LANE
ZOO LF.
NOTE:
CONTRACTOR SHALL LOCATE ALL EXISTING
UTILITY VALVE BOXES, MANHOLES, VAULTS,
SEWER CLEANOUTS, STORM DRAIN GRATES,
INLETS AND SURVEY MOMJMENT BOXES PRIOR
TO OVERLAY AND PROTECT IN PLACE.
PAVE.MENT OVERLAY
STRIPING DETAILS FOR
CAMINODE~&'ff PTECASSIAROAO&
APPROVED WILLIAM PLUMMER
1-----+-..---if----------------+----+---t--+---t !'.)f t!TY Cl~ fNGlNfi:R PE 28i16 EXPIRl':SJ Jl ~jfl
PROJECT NQ. DRAWING NO,·
3667-15 4.5()..1 DATE INITIAi.
EN<JINEER OF WORK. REV!StON DESCR!PT!ON
WDEODErECTIONJNSTALLAnONNOTE: ,., ~_,.,.,.,.
INSTALL VIDEO DEJECTION SYSTEM (IT£RIS VANTAGE EDGE OR APPROVED EQUAL) TO PROVIDE VEHICLE
AND BICYCLE DEif:CTI0/1 F(lfl SOUrnBOUND APPROACHES, INCLl){)JNG 1//DEO OETECTION PROC[SSOR,
VIDEO MONITOR IN Iii£ CONTl?OLLER CABINET, VIDEO DETECTTON CAMERA AND ALL WIRING AND
ANC!llARY EQUIPMENT. VIDEO DETECTION SOFT'NARE SHALL BE LA TfST VERSION. VIDEO DETfCTION
CAMERA SHALL BE MOUNTEf)-ON THE SIGNAL MAST ARM USING MANUFACTURER APPROVED RISER
(PELCO ·Asmo BRAC" BRACKET Willi 74• RISER MOUNTED ON THE BACK SIDE OF Iii£ SIGNAL MAST
ARM). VIDEO 0£11£C110N SYS'/EM SHALL Br INSTALLW AND FUNCT!ONIN{; PRIOR TO START Of WORK.
STRIPING GENERAL NOTE$:
1. IliE CONTRACTOR IS RfSPONSJBLE FOR INSTALLATION OF ALL STRIPING.
2. ALL STRIPING AM> PlfVEME:MT MARK/HG$ SHALL CONFORM 1V mt CALIFORNIA MANUAL ON UNIFORM TRAFFIC
CONTl<OL D£VICES ('FHWA's M/JTCD Zl){JJ REVJSION 1, AS AMENDED FOR USE IN CAUFORNfA), THt CAL WANS
STAN!JARD SP[CJF!CATIONS (20tJl'i OR LATEST VERStON THtREOF), THfSE Pt.ANS ANO 'fHE SPECIAL PfW'lltSIONS.
3. ALL STRIPING IS SUBJECT TO THE APPROVAL OF THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE,
PRIOR TO JNSTALLA !ION.
4. ANY OEVIATION-fROO THESE PLANS SHA!.L fJE APPROVED BY THE ENGINEER OF WORK AND PUBLIC WORKS
DIRECTOR PRIOR TO ANY CHANGE IN THE FJELD.
5. ALL STRIPING SHALL BE R€FLECTIVE PER CAL TRANS SPEC/FICA TIO/IS. STRIPING SHALL BE REPAINTED TWO
W£EKS AFTER INITIAL PAINTING.
6. EXACT LUCA T!ON OF STRIPING AND STOP LIMIT UNtS. SHALL BE APPROVED 8Y THE PUBLIC WORKS DIRECTOR
OR HIS REPRESENTATIVE PRIOR TO INSTALLATION.
7. CONJRACT.OH SHA!..L H£MOV£ ALL CDNFLJCTJNG PAINTED .LINE$, MARKJ/l/GS AND PAVEMENT J:.Ei,;£NO$ BY
GR.tNDJNG; DEBHIS SHALL BE PROMPTLY REMOVEfi BY THE CONTRACTOR.
8. ALL PAVEMENT LEGOOS SHALi. BE THE LATEST VfJ1'3f(JN OF' THE CAL THMS S11£NC/1S.
9. LJMlT UNES AND CROSSWALKS SHALL BE flf1.J) l.OCA 1W. CROSSll'Al.KS SHAU. HA \IE 10' lNSJfJE DIMENSJON
UNI.,£$$ OTHERWISE SPE:CIFJf:t).
10. ALL CROSS.WALKS, L/MJTLINES, STOP BARS, PAVEMENT ARROWS AND PAVEM£NT LEGENDS. SHALL 8/; TH/'RMOPLAST/C
UM.ES$ OTHERWISE SPECIFIED.
11. /'IRE HY{1f(ANT PA\IEMENT MARKE~ Sl'IALL CONFORM W THE C-At.fFORNfA MJ!/lf/JAI. ON t:JNfFORM TRAFFIC CON'TROl.
DEVICES (Fli-WA'S Mi.!TW 200J REVISION 1, AS AMENB£0 FOR USE IN CA/.!FORNJA) AND SAN DIEGO f/E(;J{JNAL
STANDARD DRAWING M-19.
1 Z SFGHAL AHEAO, STOP AH[AO ANIJ SCHOOi.. -RELATED PA VEM£NT LEGENDS SHALL fJE PLACED IN THE VICINITY
OF ASSOC/A T£D S/GNAGE, WHEN PRESENT.
d01S
-Jm
10' ~
u,r--
V t t 10' "' /
STOP
DETAIL:
TYPICAL STRIPING@INTERSECTION DETAIL C: TYPICAL YIELD LINE PLACEMENT
N, T.S.
18' 18'
JK~ @ 6' O.C. ~~P.
(WHITE)
4" WHITE LANE LINE (CAL TRANS DETAIL 12)
N. T.S.
l I
4" DDVBLE YELLOW PAINTED MEDIAN (CALTRANS DETAIL 29)
N. T.S,
4" DOUBLE YELLOW LINE (CAL TRANS DETAIL 22)
N. T.S.
1
... 10· o.c. •
1 TYP.
(WHITE) ----::m:------..,...,--------rrr------..,...,-------....---------______ -1.:1.J._ ______ ..J.IL ______ ..l.&.L ______ -1.Il,_ ___ _
24'
8" WHITE CHANNELIZING LINE {CAL TRANS DETAIL 382 ---------------··r.--s------------------ ----
LEGEND:
C ---J ---
D
[IJ
N ...
PERMANfNT STRIPING PER CAL TRANS STD. PLAN
PERMANENT PAVEMENT MARKERS P[R CALTRANS STD. PLAN
TEMPORARY PAVEMENT MARKERS PER CAL TRANS
. .... ,. "" -,. ... ,. I( ,. 12·oc I 12' I 12' I 12' l 24' j I j J @( 6' o.c.,) TYP.
,7 " " r-1 Y££LOWL " ~ ~ --~---~ ~ ---..,,.,.... ---:::m:::..,,.,.... ..,,.,.... ---111 --11 i ---:::m:::..,,.,.... ---:m:::----
___ -1..IJ_____ _.1.IJ..__w___ ·-----·-· ----.l.l.J....... -------
□ [(C JII:: :JD [(C JIL :JD □ l· 18' ·l· 12· ·!· 36' ·I· 12· ·I· 1a· ·l
0 [(C ::m::: ::m ---rn:: :m:: ::m [J
: : _ :::m::: = = = ::m::: JII:: :::m::: : = -l 11 = = -ti I : = : ::m::: J:IC :::m::: = = = :m::: = = =:
r7 L.J
I " □ [J f7 '7
24' t_J l_,
• I
4" YELLOW TWO WAY LEFT TURN LANE (CALTRANS DETAIL 32)
N. T.S.
12" WHITE CROSS-WALK LINES
N. T.S.
NOTE: USE YELLOW MARKERS
FOR YELLOW CROSSWALKS
J
MARKERS ON CENTERLINE
I 1 (WHITE) TYP.
I I t
I [I] I
I I J
1m,
12" WHITE STOP BAR
N. T.S.
\
NOTE:
CONTRACTOR SHALL LOCATE ALL EXISTING
UTILITY VALVE BOXES, MANHOLES, VAULTS,
SEWER CLEANOUTS, STORM DRAIN GRATES,
INLETS AND SURVEY MONtJMENT BOXES PRIOR
TOOVERLAYAND-PROTa:.TtNPLACE. I SHEET I CITY OF CARLSBAD I SH2E:E1TS j l----+---l---------------l-----l-----4---1-----1 21 . -ENGINEERING DEPARTMENT
l----+----1~-------------l----+---+---!----I
PAVEMENT OVERLAY
STRJPJNG DETAILS
APPROVED WILUAM £. PLUMMER .
1----+----1--------------l----+---+--+---I ~f~ &~~PE zi;;½; EXPtR£SJ/3rl£o1{f7_
OWN BY:~ i-PROJECT NO. .I ORAWIN_{; NO.
CHKD 8Y: ,IS ~ltlltl_ 7-15 4 &:fl f RVWD llY: llP vVIJ i.JV'"'
OA TE IUfTIAL -UF-R£VISION OESCR!-PT!ON
QA Te: INITIAL QATE: lll!T!Al
-O'l}lER APPRO\!Al . CHY Af'P1<0'>'Al
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