HomeMy WebLinkAboutDWG 405-9; 3667-7; 2003/04 STREET PAVEMENT OVERLAY PROJECT; 01-182003 I
AREA OF WORK
VICINITY MAP
NOT TO SCALE
' ' i !
04
CONSTRUCTION PLANS
FOR
STREET OVERLAY PROJECT
PROJECT NO 3667-7
CITY OF CARLSBAD
CARLSBAD, CALIFORNIA
CITY COUNCIL
CLAUDE A. "BUDn 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"
P.E. __ EXP. __ _ DATE
~ CITY OF CARLSBAD I SHEETS I 1--------,r---+-----------t------t--+---+---l l__!_J ENGINEERING DEPARTMENT f 8 1--------ir---+-----------t------t--+---+---I
2003 I 04 STREET OVERLAY PROJECT
APPROVED WILLIAM E. PIJ!,M~R DEPUTY CITY ENGINEER
1--------i--+-----------t------+--+---+---I ~ . ~ -:?~ • 2.-24-()3 ~~;;:-;:-;:::----------1--.J.---t-----------+------ji---l----!---I RCE 28176 EXPIRES J 31 06 DATE REVIEl.'ED BY,
1--=-oA=TE~IN=rnA~L +------------+-□--ATE---+-INITl-AL-I-D-ATE,,-+-1NITI,-AL-t DWN BY: MP PROJECT NO. DRAWING NO.
--DA-TE-ENGINEER OF WORK REVISION DESCRIPTION J-0-THE-R -APP-RO-VAf_-+--c,TY-A-PP-RO-VA-iL ~~~8 :r 3661-1 4os-9 INSPECTOR
I ' ' I '
C .. :e
0 G')
: .s:.
00 0
01
I
(D
\
LEGEND:
-REMOVE AND RECONSTRUCT STRUCTURAL SEGnON • SANDY PLACE· 2' AC/4" AB, CANYON STREET NIA
~ OVERLAY ASPHALT RUBBERIZED HOT MIX (ARHM)-SANDY PLACE AND CANYON STREET-2"
10' WIDE AC. 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
(G) GAS VALVE BOX
£ MONUMENT BOX
CJ TRAFFIC LOOP
" THICK ARHM OVERLAY
\'----.:,,.,.------....... -------',--'I 2"
2" COLD MILLED AREA
EXISTING PAVEMENT
TYPICAL SECTION ® N.TS.
COLD MILLED AREA
I
I
I
~ I
I
~I I ~/ ~~ I
I &1 fi
J
/
I
10' 2· ""'l•-.....,__--;.,"""I
EXISf A.~I I I.;
EXIST. A.B. 0.0'
A.G. GRIND HEADER CUT
TYPICALNS~CTION (9
A
CANYON ST.
. ct
:>-1
~\
~~
'----.,,
REMOVE AND REPLACE C&G
PER SDRSD G-2 TYPE G -(16 L.F.)
REMOVE AND REPLACE C&G
PER SORSD G-2 TYPE G -(10 L.F.)
REMOVE AND REPLACE CROSS-GUTTER
PER SORSO G-12
40
I
SCALE 1' = 40'
0 1 20 40 80
I
C
NOTf::
CONTRACTOR SHALL VERIFY ALL EXISnNG
UTILITY VAL VE BOXES, MANHOLES, VAULTS,
SEWER CLEANOUTS, STORM DRAIN GRATES,
INLETS AND SURVEY MONUMENT BOXES PRIOR
TO OVERLAY AND ADJUST TO FINISH GRADE.
11 AS BUIL T11
RCE __ _ EXP, ___ _ DATE
REVIE\./ED BY:
INSPECTOR DATE
1----+---+------------+---+----+--+--------i I SH2EET I CITY OF CARLS BAD ~8
ENGINEERING DEPARTMENT ~ :=:=:::..:::==========:::..:::===: -k';,;·,
K. \
; Jl.. ·:,:
N~
o.C042790 ""
t.xf 3/31)
IVl'-
f CAL\\ DATE INITIAL
ENGINEER OF WORK
I, I
DA TE INITIAL DA TE INITIAL
REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
2003 I 04 PAVEMENT OVERLAY
CANYON STREET & SANDY PLACE
OVERLAY
AP~~~'-:-D WILLIAM .J.-1.,~MMER ~-.,.-.:~ -, 2.-:2,.,,,0:,
DEPUTY CIIY ENGINEER Pc 281/6 EXPIRES 3 31 06 DATE
OWN BY: PROJECT NO. I DRAWING NO.
~~~g ~~: --3667-7 . 405-9
C
N :E
0 G') -~.i:.
00 0
(JI
I
CD
_j
i,..:
(/)
0
..,J
ffi ::::, a.. L
40
DEL REY AVE.
SCALE 1" = 40'
40 80
w,j ::::,;
'<:(
ffi Cl -.J
'<:(
2 .L~----;;l-:'.'.-------------15• FULL l\1D11-/ GRIND ------------
MONROE ST.
I
I
) 147
CONNECT 4" PERFORATED PVC ----
DRAIN LINE TO EXIS11NG 18" RCP
PER SDRSD D-63
C ----~----------------"-.,.----------------------
I
I
----------------------\
4" PERFORATED PVC (SCHEDULE 40)
DRAIN LINE -170 LF.
\
I
)
r
-------- -::::::::----------MADERA CT. 12·
EXIS11NG
SIDEWALK
150± FL
INSTALL GRATED DRAIN BOX ----~
Wl11-! BASE PLATE AND CONNECT
TO 4" PERFORATED PVC (SCHEDULE 40)
DRAIN LINE PER DETAIL HEREON.
REMOVE AND REPLACE--,
CURB AND GUTTER
(5 LF ±)
SAWCUT-~ ,---INSTALLED GRATED DRAIN
BOX wm-1 BASE PLATE
1% MIN.
4" 11-/ICK -J/4" CRUSHED ROG~
50
I
SCALE 1" = 50'
0 25 50 100
I ....
EXIS11NG AC
,,---INSTALL 4• PERFORATED PVC (SCHEDULE 40) DRAINLINE
PERFORA 1/0NS ON TOP, WRAPPfD IN 4" 11-/ICK -J/4" CRUSHED
ROCK BLANKET, WRAPPED Wl11-/ FILTER FABRIC( MIRAFI 140N OR EQUAL).
GRATED DRAIN BOX AND 4" DRAINLINE
LEGEND:
REMOVE AND CONSTRUCT FULL DEPTH ASPHALT CONCRETE PATCH -12"
REMOVE AND RECONSTRUCT STRUCTURAL SECTION -MADERA COURT -2" AC/4' AB
OVERLAY ASPHALT RUBBERIZED HOT MIX (ARHM) -MADERA COURT, MONROE STREET & CATALINA DRIVE -2"
- -10' WIDE A.G. GRIND (HEADER CUT)
•
n ...
• 0
5' WIDE AC GRIND (COLD MILL)
EXISTING STREET SIGN
EXISTING POWER POLE
EXISTING UTILITY BOX
WAJ'ER VALVE BOX
SEWER MANHOLE
STORM DRAIN MANHOLE
GAS VALVE BOX
MONUMENT BOX
TRAFFIC LOOP
2·
' THICK ARHM OVERLAY
COLD Mil.LED AREA
EXISTING PAVEMENT
TYPICAL SECTION ® N. T.S.
,.
COW MILLED AREA A.G. GRIND HEADER CUT
TYPICALNST~CT/ON (9
----------------------------I
I
10'
STRIPING NOTES:
(]) 12" WHITE STOP BAR (T)
{J) STOP PAVEMENT LEGEND (T)
(J) DOUBLE YEUOW CENTERLINE PER CALTRANS DETAIL 22
(T) 11-/ERMOPLAS11C
REMOVE AND REPLACE SfDEWALK -(75 S. F.)
AND DRIVEWAY APRON -(20 L.F.) AT
3720 CATALINA DRIVE.
CATALINA DR.
I
\
\
\
\
\
\
\
\
\
REMOVE AND REPLACE
DRIVEWAY APRON -(20 L.F.)
(2 EACH)
40 I
SCALE 1" = 40'
a 10 20 40 ~~.::
NOTE:
80
I
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.
11 AS BUILT"
RCE __ _ EXP, ___ _ DATE
REVIE\/ED BY,
INSPECTOR DATE
I SH3EET I CITY OF CARLSBAD ~8
1------1--+----------------t----;----t-----i--, ENGINEERING DEPARTMENT ~
1------1--+----------------t----;----t-----i--,
2003 I 04 PAVEMENT OVERLAY
MADERA COUR1";, MONROE STREET & CATAL,NA DRIVE
OVERLAY
1------11----t-----------------t----t----t--,--, ''.°'.~,<llP~P~R-.e~"'E~D~1'~:"':~L"c::Ll::'£~M~~...:,-~1:P:::L~~~~ .. ':'::-:::--:~ ::Z-2-4-03
DEPUTY CITY ENGINEER PE 28176 EXPIRES 3 31 06 DATE
DATE INITIAL DATE INITlAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL
I I
DA TE INITlAL
CITY APPROVAL
OWN BY: ---
CHKD BY: ---
RVWD BY:
PROJECT NO. I DRAWING NO.
3667-7 405-9 ~-~----~
I
(0
50
5
4
LEGEND:
•
[]
.... •
-$~s•---
SCALE 1" = 50'
REMOVE AND REPLACE
SIDEWALK PER SDRSD
G-7 (150 S.F".)
0 25 5.0 --~100
REMOVE AND CONSTRUCT FULL DEPTH ASPHALT CONCRETE PATCH -12"
OVERLAY ASPHALT RUBBERIZED HOT MIX (ARHM) -PONTIAC DR. -2"
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
6
THICK ARHM OVERLAY 10' 2• 1-1 •--"'---'"''"'I
EXISIA;.i l
EXIST. A.B. -.___ 0.0' 2' 2· COLD MILLED AREA
EXISTING PAVEMENT COl.D MILLED AREA
TYPICAL SECTION ~
A. C. GRIND HEADER CUT
TYP/CALN~~CTION (9
-
-
REMOVE AND REPLACE
SIDEWALK PER SDRSD
G-7 (25 S.F".)
4
N.T.S.
J
-----±150' -----
6
(_)
-----------
STRIPING NOTES:
(J) 12" 'Ml/TE STOP BAR (T)
(1) STOP PAVEMENT LEGEND (T)
I
I
l
I
I
l
-----------±240'
5
-----------
@ DOUBLE YELLOW CENTERLINE PER CAL fflANS DETAIL 22
(1) 6" BIKE LANE LINE PER CAL fflANS DETAIL 39
---
---
@ 6" BIKE LANE INTERSECTION LINE PER CAL fflANS DETAIL J9A (200 L.F.)
@ BIKE LANE LEGEND AND ARROW (T)
(J) STOP AHEAD LEGEND (T)
@ "35• PAVEMENT LEGEND (T) NEXT TD EXISTING R2 (35) SIGN
(T) = THERMOPLASTIC
I I
"T--
-
4
-
--_:::::---------------
--------
-------
REMOVE AND REPLACE
SIDEWALK PER SDRSD
G-7 (50 S.F.)
J
4
---------
REMOVE AND REPLACE: SIDEWALK
PER SDRSD G-7 (50 S.F".)
5
--
I
I
I
\
I
' I
' I
\
\
------
-----
)>
§
r
0 z
~
I
I
' I
' I
I
I
I
\
I
I
' \
4
------
6
-----------=-==
--== ---
------
4
NOTE:
CONTRACTOR SHALL VERIFY ALL EXISTING
UTILITY VALVE BOXES, MANHOLES, VAULTS,
SEWER CLEANOUTS, STORM DRAIN GRATES,
INLETS AND SURVEY MONUMENT BOXES PRIOR
TO OVERLAY AND ADJUST TO FINISH GRADE.
II AS BUILT"
I
' \
I
I
I
RCE __ _ EXP, ___ _ DATE
REVIE'.IED BY•
INSPECTOR DATE
r-------t---t------------+---+-------1----+---------I I SH4EET I CITY OF CARLSBAD ~8
~=::::::'.-:==:::E:::NG:::I:::N:::EE:::R:::I:::NG::::::D::::E:::P:::AR:::T:::M:::E::::N::::T==~~=::::::::::::;
2003 I 04 PAVEMENT OVERLAY
PONTIAC DRIVE
OVERLAY
AP;;J;a _,.w'LLIAM ~~MER ..., -z _ ,/,, Ill f:_ :z_ __ 4_~
DEPUTY Cl IY ENGINEER PE 28176 EXPIRES 3 31 06 DATE
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
DATE INlllAL DA TE INITIAL
OTHER APPROVAL CITY APPROVAL
DWN BY: __ _
CHKD BY: __ _
RVWD BY:
PROJECT NO.
3667-7
DRAWING NO.
405-9
I
I
R[MOVE AND Rf.PLAC[ C&G
AND DRIVEWAY APRON -JJ'
1
10'
R[MOVE AND Rf.PLACF: C&G
ANO DRIVEWAY APRON -36'
LEGEND:
REMOVE AND CONSTRUCT ASPHALT CONCRETE PATCH -12'
REMOVE AND RECONSTRUCT STRUCTURAL SECTION -CORTE DEL NOGAL -4" AC I 8" AB
OVERLAY ASPHALT RUBBERIZED HOT MIX (ARHM)-1.5"
10' WIDE A.C. GRIND (HEADER CUT)
- -5'WIDEA.C. GRIND(COLDMILL)
-.-
•
• ()
EXISTING STREET SIGN
EXISTING POWER POLE
EXISTING UTILITY BOX
WATER VALVE BOX
SEWER MANHOLE
STORM DRAIN MANHOLE
GAS VALVE BOX
MONUMENT BOX
TRAFFIC LOOP
1.5"
----
CORTE DEL NOGAL
CORTE DEL NOGAL SEE ABOVE
1.5" THICK ARHM OVERLAY
COLD MJJ..LED AREi\
EXISTING PAVEMENT
TYPICAL SECTION ®
N.T.S.
1.5"
COLD MILLED AREA
CORTE DEL NOGAL
SEE ABOVE
10' 1.5" ""'I "'f---1.\1.....-'•~1
EXIST,A~I t
EXIST. A.B. -....0.0'
A.G. GRIND HEADER CUT
TYPICALNs,:scT/ON (9
--
50
STRIPING NOTES:
SCALE 1" = 50'
0 25 50
(J) 12• WHITE STOP BAR (T)
(!) STOP PAVEMENT LEGEND (T)
(T) THERMOPLASnc
I
I
CORTE DEL ABETO
SEE BELOW
I
I
I
~-
I
I
SCALE 1" = 50'
50 0 25 50:.iiiiiiiiiiiiiiiiiiiiiiiiiiiiiil100
CORTE DEL ABETO
SEE BELOW
100
CORTE DEL ABETO
RtMOVE AND REPLACE DEPRESSED CURB
AND GUTTER AT DRIV£WAY -(36 L.F.)
I
PAC BELL I · J MH
C
Q I
~ ~
:s ~
::0 @ ,...... ,,,
I
NOTE: I
CONTRACTOR SHAU VERIFY ALL EXISTING
UTILITY VALVE BOXES, MANHOLES, VAULTS,
SEWER CLEAN OUTS, STORM DRAIN GRATES,
INLETS AND SURVEY MONUMENT BOXES PRIOR
TO OVERLAY AND ADJUST TO FINISH GRADE.
11 AS BUIL T 11
RCE __ _ EXP, ___ _ DATE
REVIE'wED BY•
INSPECTOR DATE
fSHFrl CITY OF CARLSBAD I SH18ETS I 1----+--+---------------t----t---t----t----J L__Q_j ENGINEERING DEPARTMENT
1---+-+----------t--r-----1--r---1 2003 I 04 PAVEMENT OVERLAY
CORTE DEL NOGAL &
CORTE DEL ABETO
OVERLAY
DATE INITIAL DATE INlllAL DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
M&:LLIAMr!JJYMER e ~ .,..~.._ 2.-21·03
DEPUTY CITY ENGINEER PE 28176 EXPIRES 3 31 06 DATE
DWN BY: __ _
CHKD BY: __
RVWD BY:
PROJECT NO.
3667-7
I DRAWING NO.
405-9
C
u, :E
0 G) ---00
I c.o
LEGEND:
l+-75'±
REMOVE AND REPLACE
CURB AND GUTTER
PER SDRSD G-2,
TYPE G -(15 L.F.)
REMOVE AND REPLACE
CROSS-GUTTER PANELS
PER SORSO G-12 (320 S.F.)
2
-REMOVE AND RECONsmucr smUCTI.JRAL SECTION -CORTE DE LA PINA AND CORTE DEL CEDRO-3" AC 16" AB
~ OVERLAY ASPHALT RUBBERIZED HOT MIX (ARHM)-CORTE DE LA PINA AND CORTE DEL CEDRO-1.5"
10' WIDE A.C. GRIND (HEADER CUT) --5' WIDE A.C. GRIND (COLD MILL)
...... EXISTING smEET SIGN
• EXISTING POWER POLE
[=I EXJSTING UTILITY BOX
A WATER VALVE BOX • SEWER MANHOLE
() STORM DRAIN MANHOLE
CG'> GAS VALVE BOX
lit. MONUMENT BOX
[J TRAFFIC LOOP
1,5"
A
REMOVE AND REPLACE
CURB 1k GUTTER AND
DRIVEWAY APRON -(33 L.F.)
CORTE DEL CEDRO
SEE BELOW
CORTE DEL CEDRO
CORTE DE LA PINA
A
A
STRIPING NOTES:
40
I
--
SCALE 1 • = 40'
01020 40 ~'---' 80
'
-
I
C)
:-t
~ --
-_.,,
SCALE I " = 40'
4.~0~~~11110 10 20 40
\
)
I
I
80
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.
11 AS BUILT"
(]) 12• WHITE STOP BAR (T) (T) THERMOPLASTIC
1.5" THICK ARHM OVERLAY
COLD MIUED AREA
EXISTING PAVEMENT
TYPICAL SECTION ® N.T.S.
1.5~
COLO MILLED AREA
1.s-1 • tO'. • I
EXIS) A ~
EXIST.AB. 'o.o·
A.C. GRIND HEADER CUT
TYPICALNST~CTION (9
(J) STOP PAVEMENT LEG£NO (T)
~-::-~
~SS!o
/{. J:,
1 fl. ;Z.
/ N~
o. C 042790 "'
M 3)~i},"/
C1V\\.
Of CAL\~
RCE __ _ EXP____ DATE
REVIE\./ED BY,
INSPECTOR DATE
t----t---+-------------l---+----l--l----l I SH6EET I CITY OF CARLSBAD ~8
~=-=~=::=::===E===NG:::l::::N:::EE:::R::::I=NG:::::::D::::E:::P::::AR:::T::::M::::E::::N:::T==~~====:
2003 I 04 PAVEMENT OVERLAY
CORTE DE LA PINA &
CORTE DEL CEDRO
OVERLAY
~¾, -~~A~~~E: 2,-U· t?,1
DEPUTY CITY ENGINEER PE 28176 EXPIRES 3 31 06 DA lE
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
DATE INITIAL DATE INITIAL
OTHER APPROVAL CITY APPROVAL
OWN BY: __ _
CHKD BY: __ _
RVWD BY:
PROJECT NO,
3667-7
DRAWING NO.
405-9
C
c,)~
0 G')
-t, --.s:. 000
01
I
(0
60
I
------
SCALE 1" = 60'
0 15 30 60 ~ I ljo
----------
EL CAMINO REAL
---------/
I
---------------------------_:;:..;::.
LEGEND:
•
• ()
(G)
/4-,
LJ
' '
1
I
I
I
\
\
I
I
\
I
I
I
I
I
I
I
I
\
I
I
\
REMOVE AND REPLACE
CURB & GUTTER
PER SDRSD G-2
TYPE G -(20 L.F.)
✓
REMOVE AND REPLACE
CROSS-GUTTER PER
SDRSD G-12
REMOVE AND CONSTRUCT FULL DEPTH ASPHALT CONCRETE PATCH • 12"
REMOVE AND RECONSTRUCT STRUCTURAL SECTION· ESTRELLA DE MAR RD. • 2" AC 16" AB
OVERLAY ASPHALT RUBBERIZED HOT MIX (ARHM) -ESTRELLA DE MAR RD. • 2'
10' WIDE A.G. GRIND (HEADER CUT) 2" I_., IQ'
5' WIDE A.C. GRIND (COLD MILL)
EXISI\J I
EXIST.AB.
I
.. ,
I
¼COO' 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
AC, GRIND HEADER CUT
TYPICALNSTE
8
CT/ON (9
REMOVE AND REPLACE
CURB & GUTTER
PER SDRSD G-2
TYPE G -(30 L.F.)
• A r,..R RP..-:-----oE ,~~-
ES'-~~;,.---
~
---------
' ~.....,,~
-----
' '
'
\
'
\
I
\
\
\
\
\
I
~ REMOVE AND REPLACE ', \
~-:;:~ -------
REMOVE AND REPLACE
CURB & GUTTER
PER SDRSD G-2
TYPE G -(20 L.F.)
AT 7068 ESTRELLA DE MAR RD.
~
----------------------------,
2·
(
I
I
ESTRELLA DE MAR RD. '
1/
" THICK ARHM OVERLAY
2·
COW MILLED AREA
EXISTING PAVEMENT
TYPICAL SECTION ® N.TS,
Cot.D MILLED AREA
CURB & GUTTER ,
PER SDRSD G-2 '
TYPE G -(30 L.F.) ,
'
/
I
/
STRIPING NOTES:
(J) 12• WHITE STOP BAR (T)
(l) STOP PAVEMENT LEGEND (T)
(T) = THERMOPLASTIC
' '
'
REMOVE AND REPLACE
CURB & GUTTER
PER SDRSD G-2
TYPE G -(60 L.F.)
------
I
I
\
-------
\
\
\
\
\
I
\
\
I
\
I
I
\
REMOVE AND REPLACE
CROSS-GUTTER
PER SDRSD G-12
----------
---------
-------
60
REMOVE AND REPLACE
CURB & GUTTER
PER SDRSD G-2
TYPE G -(30 L.F.)
-----------
SCALE 1" = 60'
O 15 JO 60 120
-
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.
"AS BUIL T 11
RCE __ _ EXP, ___ _ DATE
REVIE'w'ED BY,
INSPECTOR DATE
I SH7EET I CITY OF CARLSBAD ~ ~---1----1------------------t---t---t----t--, ENGINEERING DEPARTMENT ~
l-------1----1------------+--t---i--i----. 2003 I 04 PAVEMENT OVERLAY
DATE INITIAL DATE INITIAL DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
ESTRELLA DE MAR ROAD
OVERLAY
APPR\)V~D ~LLIAM ~!MER ~, t"'.r~.• .,, :2.·:2.4-0-1
DEPUTY CITY ENGINEER PE 28176 EXPIRES 3 31 06 DA TE
OWN BY: ---PROJECT NO. I DRAWING NO.
~~~ :}--3667-7 _ 405-9
' I/
1/
I
I
1/
I
I
I
I
1/
I
I REMOVf ANO REPLACE SIDEWALK
PER SDRSD G-7, (35 S.F.)
AT 6561 CAMINO DEL PARQUE
SCALE 1" = 40'
--------
-------------------
2'
A
• THICK ARHM OVERLAY
COLD MILLED AREA
EXISTING PAVEMENT
TYPICAL SECTION ® N.T.S.
,.
COLD MILLED AREA
CAMINO DEL PARQUE
-------
---=:::;;; ---
--
10' 2· 1-1 •-...llL----tJloi-il
EX1s1A~I l
EXIST. AB. -..._, 0.0'
A.G. GRIND HEADER CUT
TYPICALNS:SCTION (9
--------
---------------
--
I
I
I
\
I
\
I
I
\
, ,
I
I
I
\
------------------------------------------------------
---------------==---
LEGEND:
-REMOVE AND CONSTRUCT FULL DEPTH ASPHALT CCNCRETE PATCH· 12"
~ OVERLAY ASPHALT RUBBERIZED HOT MIX (ARHM)-CAMINO DEL PARDUE -2"
-.-
•
[] ... • Cl
/l,
&-.
C:J
10' WfDE A.G. GRIND (HEADER CUT)
5' WIDE AC GRIND (COLO MILL)
EXISTING STREET SIGN
EXISTING POWER POLE
EXISTING UTILITY BOX
WATER VALVE BOX
SEWER MANHOLE
STORM DRAIN MANHOLE
SEWER
GAS VALVE BOX
MONUMENT BOX
JRAFFIC LOOP
-----
---
GAMIN/TO DEL REPOSO
SEESHEET9
STRIPING NOTES:
--------------------
(J)
®
12" WHIT£ STOP BAR (T)
"STOP" PA VfME:NT U:GEND (T)
(T) = THERMOPLASTIC
GAMIN/TO DEL MAR
SEESHEET9
----------------------------
------------------------
'
I
I
\ I
GAMIN/TO DEL SOL
5EESHEET9
NOTE:
CCNTRACTOR SHALL VERIFY AU EXISTING
UTILITY VALVE BOXES. MANHOLES, VAULTS.
SEWER CLEAN OUTS, STORM DRAIN GRATES,
INLETS AND SURVEY MONUMENT BOXES PRIOR
TO OVERLAY AND ADJUST TO FINISH GRADE.
11 AS BUILT"
RCE __ _ EXP,____ DATE
REVIE\JED BY•
INSPECTOR DATE
l----+--+------------+---1------1--1---I I SHBEET I CITY OF CARLSBAD ~8
:==::::::'...::::=::::E=NG::::J=N::::EE::::R::::l::::N::::G ::::D':=E=:P::::A:::R T:::M:::E=:N:::T==:"~':==~
2003 I 04 PAVEMENT OVERLAY
CAMINO DEL PARQUE
OVERLAY
h'/4&;~1jf· ~ ...-, :Z-24·03
t----t----t----------------~-~--.J-----4---l DEPUTY CITY ENGINEER PE 28176 EXPIRES 3 31 06 DATE
DWN BY: PROJECT NO. I DRAWING NO.
~~~8 ~~: --3667-7 . 405-9
DA TF INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
DATE INITIAL DATE INITIAL
011-IER APPROVAL CITY APPROVAL
()0
0 -....
()0
REMOVE AND REPLACE SIDEWALK
MATCH EXISTING -(25 S.F.)
AT 808 GAMIN/TO DEL REPOSO
REMOVE AND REPLACE SIDEWALK
MATCH EXISTING -(75 S.F.)
AT 801 CAMINITO DEL REPOSO
,
REMOVE AND REPLACE SIDEWALK
MATCH EXISTING -(25 S.F.)
AT 810 CAMINITO DEL REPOSO
REMOVE AND REPLACE 15' -CURB &: GUTTER
PER SDRSD G-2 -TYPE G
TRANSITION FROM VERTICAL TO ROLLED CURB FACE
(MATCH EXISTING)
REMOVE ANO REP LA CE
ROLLED CURB & GUTTER
MATCH EXISTING -(15 LF.)
AT 814 CAMINITO DEL REPOSO
REMOVE AND REPLACE SIDEWALK
MATCH EXISTING -(75 S.F.)
AT 822 GAMIN/TO DEL REPOSO
------
' ' ------------------------
I
I
Ii
------------------
1/ GAMIN/TO DEL REPOSO
REMOVE AND REPLACE SIDEWALK
PER SDRSD G-7 (75 S.F.)
AT 801 GAMIN/TO DEL MAR
-------------------
-----------
GAMIN/TO DEL MAR
LEGEND:
-REMOVE AND CONSTRUCT FUU DEPTH ASPHALT CONCRETE PATCH· 12'
----
A
SCALE 1• = 30'
SCALE 1" = 30'
-----
-REMOVE AND RECONSTRUCT STRUCWRAL SECTION -GAMIN/TO DEL REPOSO, CAMINITO DEL MAR & CAMINITO DEL SOL. 2' AC 14' AB
~ OVERLAY ASPHALT RUBBERIZED HOT MIX (ARHM) • CAMINITO DEL REPOSO, CAMINITO DEL MAR & CAMINITO DEL SOL • 2'
•
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
I
I
I
I
' I
C ' I
I
I
' I
I
' I
I
' I
I
' ' I
I
' ' I
\
I
I
\
I
j
/
~ ~ ~
~ ,-:
~ ~ ~
C
I
\
I
I
I
f
/;
I
\
I
I
/
/
20'
----
" THICK ARHM OVERLAY
,~---"'C==ccc-c=:--~'c--------1-JJ 2· 2" COLD MIUED AREA
EXISTING PAVEMENT
TYPICAL SECTION e) N.T.S.
COLD MILLED AREA
·ti 'f. !·
---
REMOVE AND REPLACE DRIVEWAY
APRON -MATCH EXISTING -(75 S.F.)
AT 820 GAMIN/TO DEL SOL
--
EL SOL cAMINITO D
REMOVE AND REPLACE SIDEWALK
MATCH EXISTING -(60 S.F.)
AT 827 GAMIN/TO DEL SOL
_i~ ~ REMOVE AND REPLACE SIDEWALK
25'
MATCH EXISTING -(100 S.F.)
AT 823 CAMINITO DEL SOL
2~ I• to: ., I
EXlstA~I
EXIST.AB.
I
,00'
A.G. GRIND HEADER CUT
TYPICALNS:SCTION (9
)
---
C
----------------',
SCALE 1. = JO'
\
NOTE:
I
' I
I
I
\
I
I
\
CONTRACTOR SHALL VERIFY ALL EXJSTING
UTILITY VALVE BOXES. MANHOLES, VAULTS,
SEWER CLEANOUTS, STORM DRAJN GRATES,
INLETS AND SURVEY MONUMENT BOXES PRIOR
TO OVERLAY AND ADJUST TO FINISH GRADE.
11 AS BUILT"
RCE __ _ EXP, ___ _ DATE
REVIE\JED BY,
INSPECTOR DATE
t-----f--+-----------t-------t--+--+----l I SH9EET I CITY OF CARLSBAD ~8 ENGINEERING DEPARTMENT l___!_U ~='...:=========:::::...:::==;
DATE INITIAL DATE INITIAL DATE INITIAL
E"NGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
2003 I 04 PAVEMENT OVERLAY
GAMIN/TO DEL REPOSO, GAMIN/TO DEL MAR,
& GAMIN/TO DEL SOL OVERLAY
APPROVED WILLIAM E. PLUMMER /4!.rJ1Cc6 f', "m rr .. , • :Z.-Z4·C3
DEPUTY CITY ENGINEER PE 28176 EXPIRES 3 31 06 DATE
DWN BY: __ _ PROJECT NO. CHKD BY: __ _
RVWD BY: 3667-7
co
a .... .,::i. coo
01
I
(0
I
I
' )
\
LEGEND: --~
•
□
.& • 0
£
Cl
\
REMOVf AND REPLACE SIDEWALK
P£R SDRSO G-7 (50 S.F)
-$:;;;s---
SCALE 1" = 40'
REMOVE AND REPLACE: SIDEWALK
PER SDRSD G-7 (100 S.F.)
AT 7781 PAL£NQU£ STREET
ST. --------------------
PALEN-9.!!.~-------------------
~ -r-r-
0
~
\l,/t=¥'
(
I
'
,
I
-----------
,,,,----------------
10'
2• 0.1 ◄---"'----l--►I I I
I I
I
A.G. GRIND HEADER CUT
TYPICAL SECTION (9
N.T.S.
REMOVE AND CONSTRUCT FULL DEPTH ASPHALT CONCRETE PATCH • 12"
' ' I
REMOVE AND RECONSTRUCT STRUCTURAL SECTION -PALENQUE STREET -2.5' AC 14" AB
OVERLAY ASPHALT RUBBERIZED HOT MIX (ARHM)-PALENQUE STREET -2"
10' WIDE A.G. GRIND (HEADER CUT)
5' WIDE A.G. GRIND (COLD MILL)
EXISTING STREET SIGN
EXISTING POWER POLE
EXISTING UTILITY BOX
WATER VAL VE BOX
SEWER MANHOLE
STORM ORAIN MANHOLE
GAS VALVE BOX
MONUMENT BOX
TRAFFIC LOOP
I
' I
--------------
REMOVE AND R£PLAC£
CURB, GUTTER ANO SIDEWALK
(25 L.F.)
REMOVf AND REPLACE: EXISTING
CROSS GUTTER PER SDRSD G-12,
CONTIGUOUS SIDEWALK PER SDRSD G-7
AND RAMPS PER SDRSD G-27 -TYPE: A
• THICK ARHM OVERLAY
2· COLD MILLED AREA
EXISTING PAVEMENT
TYPICAL SECTION ® N.T.S.
STRIPING NOTES:
2·
COLD MILLED AREA
(j) 12" IW-/ITE STOP BAR (T)
IJ) "STOP" PA V£MENT L£GENO (T)
(T) = THERMOPLASTIC
BOCA ST.
' )
r ,
' 1
' ' 1
I
' I
' ' 1
' ' 1
' ' I
' ' 1
r ,
' r
, , r
MATCHLINE
R£MOV£ AND R£PLAC£ SID[WALK
PER SDRSD G-7 (100 S.F.)
REMOVE: AND REPLACE: CURB & GUTTER
PER SDRSD G-2 AND DRIVEWAY APROACH
(JO L.F.)
R£MOV£ AND REPLACE SIDEWALK
PER SORSD G-7 (50 S.F.)
---------
SCALE 1" = 40'
ST. -------
NOTE:
: SEE ABOVE LEFT
I
CONTRACTOR SHALL VERIFY ALL EXISTING
UTILITY VAL VE BOXES, MANHOLES, VAULTS,
SEWER CLEANOUTS, STORM DRAJN GRATES,
INLETS AND SURVEY MONUMENT BOXES PRIOR
TO OVERLAY AND ADJUST TO FINISH GRADE.
II AS BUILT"
RCE __ _ EXP,----DATE
REVIE'wED BY•
INSPECTOR DATE
fSHITi7 CITY OF CARLSBAD I SH1EBETS I I-------J--+----------------1-----+--+-----J---I L..!Qj ENGINEERING DEPARTMENT
1-------J--+----------------1-----+--+----1---1
DATE INITIAL DATE INITIAL DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OlliER APPROVAL CITY APPROVAL
2003 I 04 PAVEMENT OVERLAY
PALENQUE STREET
OVERLAY
APPROVc9: WILLIAM E. PLUMMER
,,a/~;., <~-•~ .2·Z-l·d3
DEPUTY CITY ENGINEER PE 28176 EXPIRES 3 31 06 DATE
DWN BY: ---PROJECT NO. I DRAWING NO.
~~~8 ~~; --c___ _____ 3 ____ 6----67_-_7_~. 405-9
C
.. :E
0 G')
0 =~ 000
0,
I
(,0
REMOVE AND
DISPOSE EXIST.
MEDIAN CURB
OR AC BERM
I -t+--VARIES 0'-4'±
I
VARIES
o'-4'±
~ TYPICAL SECTION 8-8
INSTALL a• MOD. MEDIAN
CURB TfPE 8-1 AND MEDIAN
PAVING.
6" AC OVER 5• AB
MEDIAN REMOVAL AND REPLACEMENT
NTS
BRIDGE
REMOVE EXIST.
MEDIAN CURB OR
AC BERM PER
SECTION B-B
-----------------
EL AMINO REAL 50'
CROSSWALK
~
SCALE 1• = 40'
--------
I -t+--VARIES 0'-4'±
I
VARIES VARIES
0'-4'± 4'-3
TYPICAL SECTION A-A
INSTALL a• MOO. MEDIAN
CURB TYPE B-1 AND MEDIAN
PAVING.
MEDIAN REMOVAL AND REPLACEMENT NTS
D ----------------
----------LEGEND: -~
REMOVE AND CONSTRUCT FULL DEPTH ASPHALT CONCRETE PATCH -12"
OVERLAY ASPHALT RU8BERIZED HOT MIX (ARHM) -EL CAMINO REAL -2"
10' WIDE A.G. GRIND (HEADER CUT) 10 ,
2" "'' •-~------,,)1~1 5' WIDE AC. GRIND (COLD MILL)
EXISTING STREET SIGN
• EXISTING POWER POLE
[J EXISTING UTILITY BOX
& WATER VALVE BOX
• SEWER MANHOLE
( ) STORM DRAIN MANHOLE
:c: GAS VALVE BOX
,ii-MONUMENT 80X
CJ TRAFFIC LOOP
CONSTRUCTION NOTES·
: :
I I.---ExIst A , _,..
EXIST. A.B."-0.0'
A.G. GRIND HEADER CUT
TYPICALNST~CTION (9
(1) INSTALL VfDED DETECTION SYSTEM FDR
ALL APPROACHES. SEE DETAIL HEREON.
VIDEO DETECTION SYSTEM SHALL BE
INSTALLED PRIOR TO CONSTRUCTION.
SCALE 1" = 40'
EX. MEDIAN
COLD MILLED AREA VARIES 8'-18'
,_-tt--rro o 2 [ACH(J)-~--
~ .....
~ 0 co <(
tl1
' ' I
----------
2" THICK A.C. OVERLAY
COLD MILLED AREA
NOTE:
(V INSTALL TYPE •c ADVANCE LOOP DETECTORS
AS SHOWN. USE EXISTING CONDUIT. EXISTING AC/AB SECTION
MEDIAN AND EASTERLY CURBLINE CONFIGURATION
ARE BASED ON APPROVED PLANS FOR THE. ADJACENT
DEVELOPMENT PER DRAWING NO. 379-9.
NTS
TYPICAL SECTION (9
' ' I
(
' ' I
'
' I
' '
-------
1
---
SDG&E
MANHOLE
------
-
---------
----------
---
-------
------
REMOVE EXISTING
MEDIAN CURB AND
MEDIAN PA VfNG PER
SECTION A-A
@
1
2
3
4
5
6
7
8
9
10
11
12
13
14
CURB DATA
BEARING OR DELTA RADIUS LE:NGTH REMARKS
6 = 2' 24' 34" 3642.00' 90.62' 8" MODIFIED B-1 CURB
N 13' 57' 25" W 38.29' 8" MODIFIED B-1 CURB
6 =1' 25' 51" 1900.00' 47.45' 8" MODIFIED B-1 CURB
6 =180' oo' oo' 1.50' 4.71' 8' MODIFIED 8-1 CURB
6 =1" 25' 51" 1903.00' 47.53' 8' MODIFIED 8-1 CURB
N 13' 57' 25" W 38.29' 8' MODIFIED B-1 CURB
6=2' 24' 34" 3645.00' 90.75' 8" MODIFIED 8-1 CURB
6 =4' 23' 54" 2015.00' 154.68' 8" MODIFIED B-1 CURB
N 18' 14' 50" W 130.64' 8" MODIFIED B-1 CURB
6 =1' 07' 24" 2503.00' 48.96' 8" MODIFIED B-1 CURB
6=180' oo· oo· 1.50' 4.71' 8" MODIFIED B-1 CURB
6 =1' 07' 24" 2500.00' 48.90' 8" MODIFIED B-1 CURB
N 18' 14' 50• W 104.61' 8" MODIFIED 8-1 CURB
6=4' 23' 54" 2350.50' 180.44' 8" MODIFIED 8-1 CURB
FURNISH AND INSTALL VfDED DETECTION CAMERA (ITERIS
VANTAGE EDGE OR APPROVED EQUAL) ON LUM/NA/RE MAST
ARM. INCLUDING ALL WIRING AND ANCILLARY EQUIPMENT.
FURNISH AND INSTALL VIDEO DETECTION PROCESSORS
(ITERIS VANTAGE: EOG[ OR APPROVED EQUAL) AND VfDEO
MONITOR IN EXISTING CONTROLLER CABINET.
!:JQJL_
VfDEO DETECTION SYSTEM SHALL PROVIDE VEHICLE AND BICYCLE
DETECTION FOR ALL APPROACHES PER THE APPROPRIATE TRAFFIC
SIGNAL PLANS:
LOCATION:
EL CAMINO REAL AND LA COSTA A VENUE
ALGA ROAD AND CORIN11A STREET NOTE:
ALGA ROAD AND EL FUERTE STREET
DWG. NO,
379-9
279-6
339-8 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.
VIDEO DETECTION SYSTEM, TYPICAL
NOT TO SCALE
11 AS BUIL T 11
RCE __ _ EXP, ___ _
REV!Ew'ED BY:
INSPECTOR
DATE
DATE
~ CITY OF CARLSBAD I SH1E8ETS I t---t---t-----------------+-----,1---+--+----I L.1l_J ENGINEERING DEPARTMENT
t---t---+----------------+----lf----t---+----1
DATE INITIAL DATE INITIAL DA TE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL Cl TY APPROVAL
2003 I 04 PAVEMENT OVERLAY
EL CAMINO REAL
OVERLAY AND MEDIAN IMPROVEMENTS
APPROV£D WILLIA~MMER
/4~ ;£ ..... .., --3-%0-41
DEPUTY CITY ENGINEEif PE 28176 EXPIRES J 31 06 DATE
DWN BY: SEE
CHKD BY: _M_P_
RVWD BY:
PROJECT NO.
3667-7
DRAWING NO.
405-9
C
-:E
-lo. G')
0 : .a::.
000
(J1
I
(0
4' 6J'
--
--------------_ l!!I _ -----• ----------------------------------. -.---------. -----.. --------
-----------------
.,..
...,
NOT TO SCALE
9 4 6
--------------
-t.:
-------------------------------11'
--------------------- - --------------------- ------11'
---------------· -----•------------
10· .,..
10' >
11'
----------------------------------------------■------II ------------11' -------4r -11'
6
416'
STRIPING NOTES:
(]) 6' WHITE BIKE LANE LINE PER CALTRANS DETAIL J9
@ 6' WHITE BIKE LANE INTERSECTION LINE PER CAL TRANS DETAIL J9A (200 L.F.)
@ "BIKE LANE' PAVEMENT LEGEND AND ARROW
(J) 'SIGNAL AHEAD' PAVEMENT LEGEND AT EXISTING W41 SIGN
@ TYPE IV (L, R) PAVEMENT ARROW, TYPICAL
@ 4" WHITE LANE LINE PER CAL TRANS DETAIL 12
@ B" WHITE CHANNELIZING LINE PER CAL TRANS DETAIL 38
@ 12" WHITE CROSSWALK LINE
@ TYPE IV (R) PAVEMENT ARROW, TYPICAL
11
• • 12'
4
9
50'
SIGNING NOTES:
[Il INSTALL Rl WITH N-1 OBJECT MARKER
11
-----
4
.,..
' ' I
Gf ESS1
~LI{
' v. ':;:-( ,..... ~-
' ' o. C 0427 ·
E.xP 3/J. 1 /1>4 *
C I V I \-~:::,-
0 F C/•J 1,\l~ ';j
' ' I
' ' I
' ' I
' ' I
' ' I
' ' I
5 -------·--
_ _.....--
---11'
-----
------
6 11
1
11
9 ----------
-------
4 ----------------------
9
11 AS BUIL T11
RCE __ _ EXP. ___ _ DATE
REVIEVED BY•
INSPECTOR DATE
~ CITY OF CARLSBAD I SH1EBETS I
1----f----f----------------+----+--+---lf----l ~ ENGINEERING DEPARTMENT
1----f----f----------------+----+--+---ll------l
2003 I 04 PAVEMENT OVERLAY
EL CAMINO REAL
SIGNING AND STRIPING
1----l--+----------------1----+--+----l-----l ~D~EP~U~TY~C~IT:::Y=E3NG;IN(:E=ERt==P:=E~28~1~76:ifc~EX~P~IRE~S::::3=::::317I0~6~~D~AT~E~
DATE INITIAL DATE INITIAL DATE INITIAL IDWN BY: PROJECT NO_ I DRAWING NO.
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL 2~~g ~~~ MP 3667-7 . 405-9
C ..,. :E
"'C')
0
: ,l:li,.
00 0
UI
I (,0
PLANT LEGEND
SYMBOL BOTANICAL NAME COMMON NAME SIZE HT x SP COMMENTS
0 LANTANA MONTEVfOENSIS TRAILING LANTANA 5 GAL. 2' X 2' FULL, HEAL THY, VIGOROUS, SPREADING
MIN. 5 RUNNERS
EXPANSION JOINT
TRAILING LANTANA 35 EA. -J' 0.C.
WITH J" /HICK BARK MULCH
* ::< '·k i:·i·)
PLANTER • 0 0 0 r::.:1 AREA '------',,--;;<-,,--;;,,;,...,,,"'-cl----j;;'.
STAMPED CONCRETE
PAVING WITH
EXPOSED AGGREGATE
q;
(*'; (;;:)
(*") (.) ..... ) (,)
1+---10' • 1-10·-~
TREE
2'
PLANTER AREA DETAIL W ®
LEGEND:
------
PROTECT EXISTING /RR/GA TION SYSTEM
REMOVING EXISTING SHRUBS/GROUND COVER
ANO INSTALL 5 GAL. TRAILING
LANTANA J' 0. C. -35 EACH.
REMOVE AND CONSTRUCT FULL DEPTH ASPHALT CONCRETE PATCH -12•
OVERLAY ASPHALT RUBBERIZED HOT MIX (ARHM)-ALGA ROAD· 2"
10' WIDE A. C. GRIND (HEADER CUT)
- - - -5' WIDE A.C. GRIND (COLD MILL)
STAMPED CONCRETE PAVING
'---CURB
REMOVE EXISTING AC
MEDIAN PAVING ANO
INSTALL STAMPED CONCRETE
PAVING PER DETAILS A/13
ANO B/13 HEREON
• -'--."' -
• ... • "'
2" THICK A.G. OVERLAY -.
•
u ...
• ()
EX!STING STREET SIGN
EXISTING POWER POLE
EXISTING UTILITY BOX
WATER VALVE BOX
SEWER MANHOLE
STORM DRAIN MANHOLE
GAS VAL VE BOX
MONUMENT BOX
TRAFFIC LOOP
EX. MEDIAN
COLDMILLEDAREA VARIESB'-18'
COLD MILLED AREA
EXISTTNGAC/ABSECTTON
NTS
TYPICAL SECTION
2• DEEP x 1/4" WIDE CONTROL
JOINT WHERE SHOWN ON PLAN,
OR MAX. 15' O.C.
STAMPED CONCRETE PA VfNG
TO MATCH EXISTING RANDOM
STONE PATTERN WIIH HEAVY
SANDBLAST FINISH TO
EXPOSE AGGREGATE
,---1/4" TOOLED RADIUS
JOINT SEALANT TO MATCH
COLOR OF CONCRET[
NO. 4 STEEL DOWEL 18" 0.C.
AT EXPANSION JOINT
(GREASE DOWEL)
~-CARDBOARD SLEEVE AT
ON SIDE TO CREA TE
SLIP JOINT
--6"x6" 10 GAUGE WELDED
WIRE MESH. d/SCON TINUE
AT EXPANSION JOINT
STAMPED CONCRETE DETAIL @
13
50 I
------
SCALE 1" = 50'
~ 25 50
-------
------------
PROTECT [)(/STING /RR/GA TION SYSTEM
REMOVING EXISTING SHRUBS/GROUND COVER
AND INSTALL 5 GAL. TRAILING
LANTANA J' O.C. -35 EACH.
COLD MILLED AREA 2" THICK A.C. OVERLAY
COLD MILLED AREA EX.MEO/AN
VARIES 8'-18'
0.00' -
TY~AL SECTION ®
(SUPEREVELATED SECTION)
'
100 I
----------------------
-----
A.G. GRIND HEADER CUT
7YPICALN~~CTION (9
A
-----
A
---------
----------
-------------
----------
----,.;;.
---V.J ------rr, n,
;
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.
11 AS BUIL T 11
RCE __ _ EXP. ___ _ DATE
REVIE\JED BY,
INSPECTOR DATE
~ CITY OF CARLSBAD I SH1EBETS [ 1---+----+-----------------1---1-----+---+------l l_!;:Lj ENGINEERING DEPARTMENT
1---f---+----------------+---t--+-----,f----l
DA TE INITIAL DATE INITIAL DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
2003 I 04 PAVEMENT OVERLAY
ALGA ROAD
OVERLAY
APPROVED WILLIAM fa=f'?MMER /4'/~Wr• ¢_ ~ >•4 2,-'24'•()3
DEPUTY CITY ENGINEER PE 28176 EXPIRES 3 31 06 DATE
DWN BY: PROJECT NO. I DRAWING NO.
~t~8 ~~: --3667-7 _ 405-9
--
-----------
------------------------------:-,;
------------~--_---250'
2 2 EACH
LEGEND:
•
□
"' • ()
£
CJ
REMOVE AND CONSTRUCT FULL DEPTH ASPHALT CONCRETE PATCH. 12'
OVERLA y ASPHALT RUBBERIZED HOT MIX (ARHM) • ALGA ROAD. 2•
10' WIDE A.G. 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
1
------------
---------i
~-----==== ----
-----------(
/---------------------------
50
I
SCALE 1" = 50'
0 2( 5~;..iiiiiiiiiiiiiiiiiiiiii1qo
2 2 EACH
---------.... ----------
---------
-
------
' ------
----
-------------------------
',
--------.; -.;'~
------
',~
.,_ ~~
'
---------
-------' '
------
------
-----------
-------------------------------------------
------
-~----------.-------------
COLD MILLED AREA
------
EX.MEO/AN
VARIES 8'-18'
,--1
---------------
2" THICK A.C. OVERLAY
COLD MILLED AREA
EXISTING AC/AB SECTION
NTS
TYPICAL SECTION
--------
ALGA RD.
A
CONSTRUCT/ON NOTES:
(j) INSTALL VIDEO DETEC170N SYSTEM FOR
ALL APPROACHES. S[[ DETAIL ON SHEET 11.
VIDEO D[TfCTION SYS7FM SHALL 8[ INSTALLED
PRIOR TO CONSTRUCTION.
(1) INSTALL TYPE •r• ADVANCE LOOP ETECTORS
AS SHOWN. US[ EXIS11NG CONDUIT.
W' 2" ""' ---~ ........ .,,
EXISI.A>i lO.O' EXIST.AB.
A.G. GRIND HEADER CUT
TYPICALNST~CTION (9
50
I
SCALE 1• = 50'
q __ 2,5~~;0
.....
0a
NOTE.
CONTRACTOR SHALL VERIFY ALL EXISTING
UTILITY VALVE BOXES, MANHOLES, VAULTS$,
SEWER CLEANOIJTS, STORM DRAIN GRATE ,
INLETS ANO SURVEY MONUMENT BOXES PRIOR
TO OVERLA y ANO ADJUST TO FINISH GRADE.
11 AS BUIL T11
RCE __ _ EXP, ___ _ DATE
REVIE\JED BY•
INSPECTOR DATE
I SH1E4ET I CITY OF CARLSBAD
~====~====~===============================t====t====l====~====~ ENGINEERING DEPARTMENT f-2003 / 04 PAVEMENT OVERLAY
~=1=+=-------===!==1=+=+==-=l OVERLAY
rn
ALGA ROAD
t==l--+=+=-=----===±==t==t==+==i ~~~~~=====,
APPROVED 'f!ILLIAM :?<MMER Z-'24•_03. .ll/4/4{.,,-f ~ ...... . ~~~~~3~~~~~~~~~~~~~~~~~~~~~~~~======~~~~~~t~~:~f~~~~J~;;~3~;~;l DEPUTY CITY ENGINEER PE 28176 EXPIRES 3 31 06 DATE f-DWN BY: ___ PROJECT NO. DRAWING NO.
DATE INITIAL DATE INITIAL CHKD BY: ~~-3667-7 405•9
RVWD BY:
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL .r:a,. -o
00 (J1
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LEGEND:
-REMOVE AND CONSTRUCT FULL DEPTH ASPHALT CONCRETE PATCH -12'
~ OVERLAY ASPHALT RUBBERIZED HOT MIX (ARHM) -ALGA ROAD -2'
•
•
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 MANHOI.E
GAS VALVE BOX
MONUMENT BOX
TRAFFIC LOOP
--------------------------
--------
2"THICKA.C. OVERLAY
EX. MEDIAN
COLDMILLEDAREA VARIES8'-18'
COLD MILLED AREA
0.00'
EXISTING AC/AB SECTION
NTS
TYPICAL SECTION
10' 2• l"I •-~---.»'"II
EX~TA).i l
EXIST. A.B. ~0.0'
A.G. GRIND HEADER CUT
TYPICALNST~CTION (9
------------------------
-----------
ALGA RD.
2 2 EACH
CONSTRUCTION NOTES:
CD INSTALL VIDEO DEJECnON SYSJEM FOR ALL
APPROACHES. SEE DETAIL ON SHEET 11. VIDEO
DETECnON SYSTEM SHALL BE INSTALLED
PRIOR TO CONSTRUCnON.
INSTALL TYPE "E" ADVANCE LOOP DEJECTORS
AS SHOWN. USE EXISnNG CONDUIT.
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50
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---------------------3-00'_: ____________ .,
\ REMOVE: AND REPLACE SIDEWALK
PER SDRSD G-7 (100 S.F.)
SCALE 1" = 50'
25 fil0 100
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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.
11 AS BUIL T 11
RCE___ EXP, ___ _ DATE
REV!Ev/ED BY,
INSPECTOR DATE
~5 CITY OF CARLSBAD i-----1--+---------------t----t--t-----J----J LJQ___J ENGINEERING DEPARTMENT
1-----1--+----------------t----i---r-----i--;
2003 I 04 PAVEMENT OVERLAY
ALGA ROAD
OVERLAY
APPRO,¥ED WILLIAM E.f>!J;l!ff:R M 4'l/4v -4. ~ , .,..,.,, LZ-4~
DEPUTY CITY ENGINEER PE 28176 EXPIRES 3 31 06 DA TI::
DA TE INITIAL
ENGINEER OF WORK
DA TE INITIAL DATE INITIAL
REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
DWN BY: ---PROJECT NO. I DRAWING NO,
~t~ ~~; --3667-7 . 405-9
C -~ (JI G')
2-,s:. -o
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--~ -------------------------------------------------
------------------------
-' ' --
' D
---------------------------------
STRIPING NOTES:
(}) 12• WHITE LINE
@ 6" WHITE BIKE LANE LINE PER CAL TRANS DETAIL 39
@ 6" WHITE BIKE LANE INTERSECTION LINE PER CAL TRANS DETAIL J9A (200 L.F.)
@ "BIKE LANE" PAVEMENT LEGEND AND ARROW
@ TYPE IV ( L) PAVEMENT ARROW
@ 4• WHITE LANE LINE PER CAL TRANS DETAIL 12
@ 8" WHITE CHANNELIZING LINE PER CAL TRANS DETAIL JB
~ !::2 ("J'j u
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ALGA R~---------_....----------12' _ ------
_ --------1 z' 82'
--
--------------e-
6 ----------------
4 -
--------------
4
11 AS BUIL T 11
RCE __ _ EXP, ___ _ DATE
REV!Ew'ED BY,
INSPECTOR DATE
~6 CITY OF CARLSBAD 1-----1---+----------------t----t---t----------t-----J L1[_j ENGINEERING DEPARTMENT
1-----1---+----------------t----t---t----------i-----i rn
1----l--+-------------+--+--t--t--------i
DATE INITIAL DA TE INITIAL DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
2003 I 04 PAVEMENT OVERLAY
ALGA ROAD
STRIPING
M&;IL~IA!;,,E-~R n•• __ 2 _ Z-{,QJ
DEPUTY CITY ENGINEER PE 281/6 EXPIRES 3/31/06 DATE
DWN BY: I PROJECT NO. I DRAWING NO.
~~~g ~~: --_ 3667-7 _ 405-9
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STRIPING NOTES:
(]) 12" WHITE LIN[
@ 6" WHITE BIKE LANE UN[ PER CALTRANS DETAIL 39
@ 6" WHITE BIKE LANE INTERSECTION LINE PER CALTRANS DETAIL 39A
@ "BIKE LANE" PAVEMENT LEGEND AND ARROW
(J) "SIGNAL AHEAD" PAVEMENT LEGEND
@ TYPR IV (L) PAVEMENT ARROW
@ 4• WHITE LANE LINE PER CAL TRANS DETAIL 12
@ 8" CHANNELIZING LINE PER CAL TRANS DETAIL J8
-
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SCALE 1" = 50'
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12'
18'
12·
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82'
------------------
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6
ALGA RD.
50 I
4
SCALE 1" = 50'
Q 25 50
~-C 3
(/)
ffi rn -f -00
II AS BUIL T 11
RCE __ _ EXP, ___ _
REVIEWED BY,
INSPECTOR
DATE
DATE
rs@l CITY OF CARLSBAD ~ 1---1--+---------------t---t--t--,--1 L.!IJ ENGINEERING DEPARTMENT ~
1------+-+----------t-------1--;-~,--, ~==2:'.;00~3==/~04~PA=:==Vi~E~M~EN~T~O~Vi==E==RLA~Y;==,
ALGA ROAD
STRIPING
APPROVED WILLIAM E . .JlU,!ER --M~ .-~ --~,ta• % T ..-z.,u ,03
DEPUTY CITY ENGINEER PE 28176 EXPIRES 3 31 06 DATE
DA TE INITIAL
ENGINEER OF WORK
DA TE INITIAL DATE INITIAL
REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
DWN BY: ---PROJECT NO. I DRAWING NO.
20~8 ~~: -~ 3667-7 . 405-9
6
--1---
'
)
-----~----1(---------
--------------r-------7-------
STRIPING NOTES:
(D 12" WHITE LINE
@ 6" WHITE BIKE LANE UN£ PER CAL TRANS DETAIL J9
@ 6" WHITE BIKE LANE INTERSECTTON LINE PER CALTRANS DETAIL J9A (200 L.F.}
@ "BIKE LANE" PA VfMENT LEGEND AND ARROW
(J) "SIGNAL AHEAD" PAVEMENT LEGEND
@ TYPE IV (L) PA VfMENT ARROW
® 4" WHITE tANE LINE PER CAL TRANS DETAIL 12
@ 8" WHITE CHANNELIZING LINE PER CAL TRANS DETAIL JB
, ;
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----
SCALE 1" = 50'
25 50 100
I I I
11 AS BUIL T 11
RCE __ _ EXP. ___ _ DATE
REVIEwED BY•
INSPECTOR DATE
~ CITY OF CARLSBAD ~B 1---+--+---------------+---+--t----+---I L__1§_j ENGINEERING DEPARTMENT ~
1------+--+---------------+---+--t----+-----J
2003 I 04 PAVEMENT OVERLAY
ALGA ROAD
STRIPING
APPROVED _ WILLIAM ~!MER &-I 614 : t"; ~ , ,. = 2., Uc«1_
l----+--+---------------1----+---ll----t---t DEPUTY CITY ENGINEER PE 28176 EXPIRES J/31/06 DATE
DA TE INITIAL DA TE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL
DA TE INITIAL
CITY APPROVAL
OWN BY: __ _
CHKD BY: __
RVWD BY:
PROJECT NO.
3667-7
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