HomeMy WebLinkAboutDWG 425-2; 3667-11; 2005 PAVEMENT OVERLAY PROJECT; 01-14ALGA ROAD
OVERLAY -SHEETS 2 & 3
STRIPING -SHEETS 10&11
VARIOUS STREETS
OVERLAY -SHEET 8
VARIOUS STREETS
OVERLAY -SHEET 7
.
2005
FLAMENCO STREET
OVERLAY & STRIPING -SHEET 6
VICINITY MAP CALLE BARCELONA
OVERLAY -SHEET 4
STRIPING -SHEET 12
NOT TO SCALE
' I;
VARIOUS STREETS
OVERLAY -SHEET 7
CONSTRUCTION PLANS
FOR
PAVEMENT OVERLAY PROJECT
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
DEPUTY PUBLIC WORKS DIRECTOR FOR ENGINEERING
WILLIAM E. PLUMMER
DEPUTY CITY ENGINEER FOR DESIGN
I ' .
11
NOT/::
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----------t---+-----------r---i---t---;-----t L.1__j ENGINEERING DEPARTMENT 14
1----------t---+-----------r---t---t---;-----i
PAVEMENT OVERLAY
2005 PAVEMENT OVERLAY PROJECT
TITLE SHEET
1----1--+-----------f-----+--+--+------l APPROVED WILLIAM E. PLUMMER
4~.-t', ,P/4, .. rl1<= 4-14-!)S
1-----t---+-----------r---t----+---;----t DEPUTY CITY ENGINEER PE 28176 EXPIRESJ JI O6DATE
DA TE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
OA TE INITIAL DA TE INITIAL
OTHER APPROVAL CITY APPROVAL
DWN BY: I CHKD BY: JS
RVWD BY: MP ,
PROJECT NO.
368?-11
I DRAWING NO.
425-2
LEGEND:
T°
•
Cl
• • C)
@
&.
CJ
I
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\ I
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~~~~~)
C
-----=:::::::::
SCALE 1" = 60'
2" GRIND & PATCH
12' X JJ'
2" GRIND & PATCH
7' X 41'
SCALE: 1" = 60'
AREA OF ASPHALT RUBBERIZED HOT MIX (ARHM)
10' WIDE A.G. GRIND (HEADER CUT)
5' WIDE A.G. GRIND (COLD MILL)
EXISTING STREET SIGN
EXISTING POWER POLE
EXISTING UTILITY BOX
WATER VALVE BOX
SEWER MANHOLE
STORM DRAIN MANHOLE
GAS VALVE BOX
MONUMENT BOX
TRAFFIC LOOP
#2 LAN£
2" GRIND & PATCH
]' X 10'
#2 LANE
STRUCTURES
#2 LAN[
2" GRIND & PATCH
15' X 7'
#2 LANE
11 LWD SEWER MANHOLES
37 CMWD WATER VALVE BOXES
8 STORM DRAIN MANHOLES
\
\
I
I
2• GRIND & PATCH
JO' x 40'
!fl & #2 LANES 2" GRIND & PATCH
12' X 45'
2" GRIND & PATCH
7' X 67' I
I
2" GRIND & PATCH
10' X 26'
j2 LANE
L ____ _ #2 LANE
-------
2" GRIND & PATCH
7' X 75'
#2 LANE
#1 LANE 2" GRIND & PATCH
7' X 405'
#1 LANE 2• GRIND & PATCH
7' X 20'
#1 LANE J
2" GRIND & PATCH
10' X 25'
#2 LANE
f
Ci ~ ~ -----------------------------------
\
I
I
\
\
---------------------------------
10' HEADER CUT
10' GRIND
5'GRIND
-------
ALGA
2" GRIND & PATCH
7' X 50'
#2 LANE
----
-----
------
2• GRIND & PATCH
7' X 8J'
----
#2 LANE
2" GRIND & PATCH
7' X 72'
#2 LAN£
--------------
2" GRIND & PATCH
12• X 227'
/12 LANE
2" GRIND & PATCH
7' X 66'
#2 LAN£
--------
2" GRIND & PATCH
7' X 52'
#2 LANE
PACBELL
' \
2" GRIND & PATCH
7' x BJ'
#2 LANE
(
I
I
I
I
I
, , -----
2" GRIND & PATCH
7' X 20'
#2 LANE
\
\
-------
-------
ROAD
2" GRIND & PATCH
7' X 15'
I
\
#2 LAN[ 2" GRIND & PATCH
7' X 15'
\
I
I
,...
10' GRIND #2 LAN[ $
10'GRIND
2• GRIND & PATCH
7' X J5'
#1 LAN[
~
2" GRIND & PATC
15' X 15'
#1 & #2 LAN[S
-----
--------
10'GRIND
2" GRIND & PATCH
7' X 20'
2" GRIND & PATCH
]' X JJ' ROAiJ-------~----------------
2" GRIND & PATCH
12' X 7J'
#2 LAN[
/12 LANE
#2 LANE
COLD MILLED AREA
VARJES
NTS
CONCRETE REPAIRS
ALGA ROAD -EB EL CAMINO REAL TO PASEO CANDELERO
LOCATION CURB & GUTTER
2161 24'
JOO' EIO AL/CANTE ROAD
100' W/0 PASEO CANDELERO
2" THICK A.G. OVERLAY
EX. MEDIAN
VARIES 8'-18'
VARIES
EXISTING AC/AB SECTION
COLD MILLED AREA
SIDEWALK NOTES
5 X 6 @ STORM DRAIN
5 X 10
20' 2" 1--1 __ ....... __ ~,
I I
I I EX/SIA ~
EXIST. A.B.~0.0'
A.G. GRIND HEADER CUT
TYPICALNS:SCTION (9
TYPICAL SECTION
I
REMOVE & REPLACE
4' X 5'
I
I
►\ r-, s:. I
E:>\ m, z.,
r-z.
: ► I 5 ► I
I
I m
;o
0
, 2" GRIND & PATCH
]' X 51'
5'GRIND
#2 LAN[
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.
I SH2EET I CITY OF CARLSBAD
l----l-----+----------------+---+--+------11-----l ENGINEERING DEPARTMENT
1--~1----t----------------+---+--+-----ll-----l
~ LH_J
PAVEMENT OVERLAY
ALGA ROAD OVERLAY
APPROVED WILLIAM E. ':!-Yf,1~.R d-f/..u/4·--£ ~ < 4-.14-os
DEPUTY CITY ENGINEER PE 28176 EXPIRESJ JI 06 DATE
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
DATE INITIAL DATE INITIAL
OTtlER APPROVAL CITY APPROVAL
OWN BY: PROJECT NO. I DRAWING NO. ~~~g ~~: a 366.1-11 . 42s-2
.a::. ..... I\,)
.i::. (J'I
I
I\,)
SCALf 1" = 60'
-------
LCW SEWER
LEGEND:
2• GRIND & PATCH
7' X 55'
SDG&E VAULT
AND MANHOL[
#1 LANE
2 ADVANCED
LOOPS
------ALGA
2• GRIND & PATCH
7' X 54'
#2 LANE
LEFT WHEEL
----
2• GRIND & PATCH
12' X 246'
#2 LANE
~ AREA OF ASPHALT RUBBERIZED HOT MIX (ARHM)
--10' WIDE A. C. GRIND (HEADER CUT) ----5' WIDE A.G. GRIND (COLD MILL)
-.-EXISTING STREET SIGN
• EXISTING POWER POLE STRUCTURES
i::::; EXISTING UTILITY BOX 0 L WD SEWER MANHOLES
"' WATER VALVE BOX 13 CMWDWATERVALVEBOXES
• SEWER MANHOLE 0 STORM DRAIN MANHOLES
C) STORM DRAIN MANHOLE
'.~) GAS VAL VE BOX
M MONUMENT BOX
0 TRAFFIC LOOP
2" GRIND & PATCH
7' X 15'
2" GRIND & PATCH
12' X 2J1'
#1 LANE
#1 LANE
COLD MILLED AREA
1.5" 0.00'
2• GRIND & PATCH
10' x 1JB'
#2 LANE
EX. MEDIAN
VARIES 8'-18'
VARIES,-4-----i VARIES
1.5" c:;7:
2• GRIND & PATCH
7' X 109'
#2 LANE
LEFT WHEEL
------
2" GRIND & PATCH
12' X 129'
#2 LANE
2" THICK A.G. OVERLAY
A
COLD MILLED AREA
0.00' 1.5"
EXISTING AC/AB SECTION
NTS
TYPICAL SECTION
10'ACGRIND
2" GRIND & PATCH
7' X 145'
#1 LANE -----
2" GRIND & PATCH
7' X 247'
#2 LANE
LEFT WHEEL -------------
2" GRIND & PATCH
10' X 255'
#2 LANE
20' 2, 1-41 o(l-----""---'ll►~I
EXISTA~i l
EXIST. A.B. -.____ 0.0'
A.G. GRIND HEADER CUT
TYPICALNST~CT/ON (9
-
-
2" GRIND & PATCH
12' X 60'
#1 LAN[
2" GRIND & PATCH
7' X 80'
fl LANE
MIDDLE
2• GRIND & PATCH
7' X 40'
fl LAN[
SDG&E VAULT
AND MANHOL[
/
S'ACGRIND
2" GRIND & PATCH
10' X 68'
#2 LANE
\
2" GRIND & PATCH
7' X 125'
#2 LANE
LEFT WHE[L RUT
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----------1----+------------+---+--------lf------l---j f SH3EET f CITY OF CARLS BAD ~4
:==='....'.::::=::::E:::N~G:::IN:::E=:;E::R=:lN~G~D:::E::P::A~RT:::M:::E::N:::T==::...:LJi_J==~
PAVEMENT OVERLAY
ALGA ROAD OVERLAY
APPROVED WILLIAM [. P~
44/ ~ 7 ~ -I :1 cc -1: -/4 -Q<;'
DEPUTY CITY ENGINEEPE28/76 EXPIRESJ J1 06DATE
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
DA TE INITIAL DATE INITIAL
OTHER APPROVAL CITY APPROVAL
DWN BY:
CHKD BY: -!'>JS!c-RVWD BY: MP
PROJECT NO.
3667-11
DRAWING NO.
425-2
C ~ (i)
i !
LEGEND:
SCALE 1" = 40'
20' 15•1• •I . I I
EXISTAJ!I ~
EXIST. A.B. -.___ 0.0'
A.G. GRIND HEADER CUT
TYPICALNST~CTION (9
~~ AREA or ASPHALT RUBBERIZED HOT MIX (ARHM)
--A.G. GRIND (HEADER CUT) ----A.G. GRIND (COLD MILL)
7, EXISTING STREET SIGN
" EXISTING POWER POLE
[] EXISTING UTILITY BOX ... WATERVALVEBOX
It SEWER MANHOLE
C) STORM DRAIN MANHOLE
(S) GAS VAL VE BOX
L~ MONUMENT BOX
C:J TRAFFIC LOOP
2" GRIND & PA TCH
12' X 120'
1.0"
2" GRIND & PATCH
5' X 50'
#2 LANE
2" GRIND & PATCH
5' x 30'
COLD MILLED AREA
NTS
2" GRIND & PA TCH
12' X 150'
#1 & #2 LANES
EX MEDIAN
VARIES 8'-18'
2" GRIND & PATCH
6' X /00'
RT. TURN LANE
1.5" THICK ARHM OVERLAY
COLD MILLED AREA
1.0"
EXISTING AC/AB SECTION
TYPICAL SECTION
STRUCTURES
5 LWD MANHOLES
9 OMWD WATER VALVE BOXES
3 STORM DRAIN MANHOLES
6 SURVEY MONUMENTS
MISSION ESTANCIA
ELEMENTARY SCHOOL
~ -..;;
G:f
l(
~ ~
IJJ _, _,
0
2" GRIND & PATCH
5' X 75'
2" GRIND & PATCH
5' X 75'
1.5" THICK ARHM OVERlA Y
1.0" COLD MILLED AREA
EXISTING PAVEMENT
TYPICAL SECTION ® N.T.S.
COLD MILLED AREA
2• GRIND & PATCH
10' X 115'
~ ~
I.JJ
-.J
-.J
(3
2" GRIND & PATCH
5' X 160'
NOTE:
()
C
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 SH4EET I CITY OF CARLSBAD ~4 t----+--+----------------1-----+----l'------+-----1 ENGINEERING DEPARTMENT l__11_J t----+--t-----------------1----+---l---+-----I
PAVEMENT OVERLAY
CALLE BARCELONA
OVERLAY
APPROVED WILLIAM E. PL.LJMJ,IER
t----t---t--------------+--!---!---+------1 ~ £ p4..,_,_,...,,_ 4-1,4-05
DEPUTY CITY ENGINEER PE 28176 EXPIRESJ 31 06DATE
OWN BY: PROJECT NO. I DRAWING NO. ~~~g ~~; SJ; 3667-11 . 425-2
DA TE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
DATE INITIAL DA TE INITIAL
OTHER APPROVAL CITY APPROVAL
,.
1"
1.5" THICK ARHM OVERLAY
COLD MILLED AREA
EXISTING PAVEMENT
TYPICAL SECTION ®
N.T.S.
1"
COLD MILi.ED AREA
1.5" THICK ARHM OVERLAY
1' LEVELING COURSE
COLD MILLED AREA
EXISTING PAVEMENT
TYPICAL SECTION (!) N.T.S.
1_5, I c VARIES Jlo I
EX/SI A~i l
EXIST A.B. ~0.0'
A.G. GRIND HEADER CUT
TYPICALN~:SCTION (9
STRIPING NOTES:
'.
COLD MILLED AREA
2" GRIND & PATCH
15' X 27'
2• GRIND & PATCH
1J' X 61'
2" GRIND & PATCH
15' X 187"
CORTE VERSO ____ ,
------........
' \
I
I
I
\,
@ 4" DOUBLE \'1:LLOW CENTERLINE: PER CAL TRANS DETAIL 21 2" GRIND & PATCH
® 15' X 122' 12" WHIT£ LIN£ (THERMOPLASTIC)
@ 12" \'1:LLOW CROSSWALK, 10' INSIDE: DIMENSION (THERMOPLASTIC)
@') "STOP" PA VE:ME:NT LEGEND (THERMOPLASTIC)
LEGEND:
~ AREA OF ASPHALT RUBBERIZED HOT MIX (ARHM)
--10' WIDE A.G. GRIND (HEADER CUT)
----5' WIDE A.G. GRIND (COLD MILL)
I
I
I
I
I
I
I
I
I
I
I
I
I
I
\
I
I
I
I S
I
-------
I
I
I
' I
I~ I,-. I,-. I ,,.,
2" GRIND & PATCH
7' X 99'
2" GRIND & PATCH
15' X 20'
SCALE 1" = 40'
2" GRIND & PATCH
15' X 127'
2" GRIND &
JO' X J4
2" GRIND & PATCH
16' x JO' 2" GRIND & PATCH
451 SQ. FT.
STRUCTURES 10' HEADER GRIND -.
•
□
"' • (_)
(G)
1\1\
D
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
5 LWO SEWER MANHOLES
11 OWO WATER VALVE BOXES
1 STORM DRAIN MANHOLE
3 SURVEY MONUMENT BOXES
20' HEADER GRIND
I .
2" GRIND & PATCH
/0' X 9Q'
20' HEADER GRIND
2• GRIND & PATCH
15' X 109'
10' HEADER GRIND
2" GRIND & PA TCH
7' X 40'
(TREE: ROOT REMOVAL)
STRUCTURES
2 L WO SEWER MANHOLES
3 OWD WATER VALVE BOXES
1 SURVEYMONUMENTBOX
SCALE 1" = 40'
I
I
\
I
I
\
I
\
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
(J)
3:1
I n, n,
-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.
~ CITY OF CARLSBAD 1----i----1-----------------+---t----+---+-----t L_Q_j ENGINEERING DEPARTMENT
t----j----j-----------------+---t----+---+-----1
~ LH_J
DATE INITIAL DATE INITIAL DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
PAVEMENT OVERLAY
CENTELLA STREET & CALLE ACERVO
OVERLAY & STRIPING PLAN
APPRQVf;Q Wf_LLIAM £. fi.JJ.M}f[R
,U/Af/4/lni ,t, ~,,.,tb-n « _-,.-/"f-0.5
DEPUTY CITY ENGINEER PE 28176 EXPIRESJ JI 06DATE
OWN BY: PROJECT NO. I DRAWING NO. ~~~g ~~: ~% 3667-11 . 425-2
LEGEND:
~ AREA OF ASPHALT RUBBERIZED HOT MIX (ARHM)
--10' WIDE A.G. GRIND (HEADER CUT) ----5' WIDE A.G. GRIND (COLD MILL)
.-EXISTING STREET SIGN
• EXISTING POWER POLE
□ EXISTING UTILITY BOX
~ WATER VALVE BOX • SEWER MANHOLE
() STORM DRAIN MANHOLE
(G) GAS VALVE BOX
&, MONUMENT BOX
0 TRAFFIC LOOP
STRIPING NOTES:
®
®
12" WHIT[ LINE
"STOP" PA VfMENT LEGEND (THERMOPLASTIC)
STRUCTURES
3 LWD SEWER MANHOLES
T CMWDWATERVALVEBOXES
5 SURVEY MONUMENT BOXES
1.0" COLD MILLED AREA
1.5" THICK ARHM OVERLAY
1" LEVELING COURSE
1.0·
EXISTING PAVEMENT COLD MILLED AREA
TYPICAL SECTION ® N.T.S.
SCALE 1. ~ 40'
20' HEADER CUT
-----------
.,,,------
I
I
I
1_5.. I oE VARIES ► I
EXIStA2': l
EXIST. A.B. ~0.0'
A.G. GRIND HEADER CUT
TYPICALNS;CTION (9
20' HEADER CUT
STREET
i-:
CJ)
0 21 a:: I
0' ~I :z I
:::) I
)
◄ C
2" GRIND & PATCH
25' X JO'
'.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.
I SH6EET I CITY OF CARLSBAD ~4 ~====~====t=============================t====t===jt====t===~ ENGINEERING DEPARTMENT L...!i_J
DA TE INITIAL DA TE INITIAL DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
PAVEMENT OVERLAY
FLAMENCO STREET
OVERLAY & STRIPING PLAN
APPROVED WILLIAM E. PLUMMER ~ £ ~ft ?U!'.'.l~ ,4-/,4,(25
DEPUTY CITY ENGIN ERPE 28175 EXPIRESJ JI 06 DATE
OWN BY:
CHKD BY:
RVWD BY:
JS
MP
PROJECT NO. DRAWING NO.
3667-11 425-2
RI l.N.
lUCJfRNAGA
CT.
5
STRUCTURES
16 STORM DRAIN MANHOLES
16 SEWER CLEANOUTS
48 VALLECITOS SEWER MANHOLES
39 LWD MANHOLES
46 CMWD WATER VALVES
35 VALLECITOS WATER VALVES
49 OLIVENHAIN WATER VALVES
80 SURVEY MONUMENTS
54 FIRE HYDRANT MARKERS
0.125'
0.125' THICK ARHM OVERLAY
0,125'
COLD MILLED AREA
EXISTING PAVEMENT COLD MILLED AREA
ARHM OVERLAY
TYPICAL SECTION N.T.S.
0.15'
1.5" THICK ARHM OVERLAY
1" LEVELING COURSE
COLD MILLED AREA
EXISTING PAVEMENT
ARHM OVERLAY WITH LEVELING COURSE
TYPICAL SECTION
N. T.S.
COLD MILLED AREA
AC. GRIND HEADER CUT
TYPICAL SECTION
N.T.S.
SCALE 1" = 400'
l TINADA er.
~ LA MACARENA AvE.
>-ii? "" ID ~
CARIN
LEGEND:
-LEVELING COURSE AND ARHM OV£RLA Y
-ARHM O\lcRLA Y (NO LEVELING COURSE)
STRIPING NOTES:
12" WHIT£ LIMIT UN£ PER CAL TRANS STANDARD A24£ (THERMOPLASTIC)
"STOP" PAVEMENT LEGEND PER CAL TRANS STANDARD A24D (THERMOPLASTIC)
"25" PAVEMENT LEGEND PER CALTRANS STANDARD A24D (THERMOPLASTIC)
12" WHIT£ CROSSWALK PER CAL TRANS STANDARD A24£ (THERMOPLASTIC)
WHIT£ YIELD UN£ LAYOUT PER FIGURf 3B-14 (CA) PER MUTCD
2003 CALIFORNIA SUPPLEMENT. SEE DETAIL C, SHEET 12
LICANTE
FORTUNA
CMWD
4
I
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.
1-----+--+----------------r---t-~---r---i I SH7EET I CITY OF CARLSBAD ~4
~::::::='...'==::::E:::N~G~IN~E~E~R~l;:=NG~D=_;E~P7.A~R::;:TM~E;;N~T==:::::...::l__!i_J===i
PAVEMENT OVERLAY
DATE INITIAL DA Tt INITIAL DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
VARIOUS STREETS
OVERLAY
APPROVED fWLLIAM £. PLUM_M,;R
HAP• £ ~. .,.., 4-1-1-0.5
DEPUTY CITY ENGINEER PE 28176 EXPIRES 3 31 06 DA TE
OWN BY: PROJECT NO. I DRAWING NO.
CHKD BY: JS 3667-11 425-2 RVWD BY: MP
(
-.J
0 -_.
-
SCALE 1• = 400'
J
J
J
STRUCTURES
83 OLIVENHAIN WATER VALVES
52 SURVEY MONUMENTS
67 LWD SEWER MANHOLES
1 STORM DRAIN MANHOLES
40 FIRE HYDRANT MARKERS
10 SEWER CLEANOUTS
~
0.125'
,_;
VJ
si ~ 3
\ii
3 ~ A
0..
0.125' THICK ARHM OVERLAY
0.125'
COLD MILLED AREA
EXISTING PAVEMENT COLD MILLED AREA
ARHM OVERLAY
TYPICAL SECTION N.T.S.
,_; u
< u ::, J
,_;
<I)
a!
0, 15' COLD MILLED AREA
1.5"THICK ARHM OVERLAY
1" LEVELING COURSE
I INE:os WY.
0.15'
EXISTING PAVEMENT COLD MILLED AREA
ARHM OVERLAY WITH LEVELING COURSE
TYPICAL SECTION
N.T.S.
"' E, ,.., ,,
0
MORER
0 ~ "'
0
)>
CMIINO
1.5" 1 •
EX/STA.~
EXIST.AB.
10'
A.G. GRIND HEADER CUT
TYPICAL SECTION
N.T.S.
DELFINA
PL.
LEVANTE ST.
______ \_j
0
FAROL CT. FAROL PL.
n
LEGEND:
LEVELING COURSE: ANO ARHM OVERLAY
ARHM OVERLAY (NO LEVELING COURSE:)
ST/PING NOTES:
(]) 12" WHIT[ LIMIT LINE: PE:R CALTRANS STANDARD A24E: (THE:RMOPLAS11C)
@ "STOP" PAVEMENT LEGE:ND PER CAL TRANS STANDARD A24D (THERMOPLAS11C) 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------1---+------------+---+----t'-----+----f I SHBEET I CITY OF CARLSBAD ~4
;:::==c..'.::==E::N=G=IN=E::E::R::IN::G::::::D:::E::P::A::RT::M::E::N::T==::'....'.:Lli_J===
PAVEMENT OVERLAY
DA TE INITIAL DA TE INITIAL DA TE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
I I
VARIOUS STREETS
OVERLAY
APPROVED WILLIAM E. PLUMMER
/41./~ £ :;z:;;x. ..--4-14-,15
DEPUTY CITY ENGINEER PE 28176 EXPIIRESJ Jl 06 DATE
DWN BY:
CHKD BY: _,,JS,._
RVWD BY: MP I
DRAWING NO.
_ 425-2 ---------
PROJECT NO.
3667-11
0C>
0
C :e
G)
:: .l::a,. .,::.."->
(J1
I
I\,)
LEGEND:
AREA OF ASPHALT RUBBERIZED HOT MIX (ARHM)
--10' WIDE A.C GRIND (HEADER CUT) ----5' WIDE A.C. GRIND (COLD MILL)
-. EXISTING STREET SIGN
• EXISTING POWER POLE
□ EXISTING UTILITY BOX
"' WATER VALVE BOX • SEWER MANHOLE
() ' STORM DRAIN MANHOLE
(G) GAS VALVE BOX
& MONUMENT BOX
c.---:1 TRAFFIC LOOP
~
(!)
ii
~ 0 Ill <(
lJJ
"-----
\
I
I
I
I
'------
I
I
I
I
I ;
I
I
I
\
I
I
I
~~
J" GRIND & PATCH
5' X 1Q'
PAC BELL
~
J" GRIND & PATCH
14' X 100'
#2 LANE
J" GRIND & PATCH
7' X 25'
#1 LANE
SCALE 1• = 80'
SCALE 1' = 80'
J" GRIND & PATCH
7' X 410'
If/ LANE
J" GRIND & PATCH
7' X 60'
#1 LAN[
J" GRIND & PATCH
12' x JOO'
#1 LANE
----
--------------
CAMINO
3" GRIND & PATCH
10' X 50'
#1 LANE
J" GRIND & PA TCH
7' X 125'
J" GRIND & PATCH
14' X 125'
If/ & #2 LANES
#1 LANE
J" GRIND & PATCH
7' X 100'
#1 LANE
3• GRIND & PATCH
7' X 50' 3" GRIND & PATCH
7' X 100' #1 LAN[
#1 LANE
PAC BELL
-----
3• GRIND & PATCH
7' X 350'
#3 LANE
3• GRIND & PATCH
7' X 60'
#1 LANE.
3" GRIND & PATCH
22' X 200'
#1 & #2 LANES
-0 g_
tr,
3" GRIND & PATCH
12' X 120'
3• GRIND & PATCH
12' X 80'
#1 LAN[
#1 LAN[
A
~ ~
J" GRIND & PATCH \
20' X 100'
#1 & #2 LANES ~
J" GRIND & PATCH
7' X 30' ------------------#3 LANE
20'
2" i--1 •--'-'--•~I
EXIS/ A~: L
EXIST. A.B. '-0.0'
A.G. GRIND HEADER CUT
TYPICALNST~CTION (9
-----
1.5"
---
EL -A
2' THICKA.C. OVERLAY
EX. MEDIAN
COLD MILLED AREA VARIES B'-18'
COLD MILLED AREA
0.00'
1.5"
EXISTING AC/AB SECTION
NTS
TYPICAL SECTION
PAC BELL
-
A
1/
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 SH9EET I CITY OF CARLSBAD I SHEETS I f----l--+----------------i------t--t-----J--1 ENGINEERING DEPARTMENT 14
f----l--+----------------i------t--t-----i--1
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
. I
PAVEMENT OVERLAY
ADDITIVE BID AL TERNA TE
EL CAMINO REAL OVERLAY
APPROVED WILLIAM E. PLUMMER
M?i:t¼fe,~, ~ ~1 u, ~#,,... 4-J,A,-,;a:f
DEPUTY CITY ENGINEER PE 28176 EXPIRES3 31 06DATE
DWN BY:
DATE INITIAL DATE INITIAL CHKD BY: JS
OTHER APPROVAL CITY APPROVAL RVWD BY: MP
PROJECT NO.
3667-11
DRAWING NO.
425-2
I
\
\
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)
--=::::::::: _ -
/
SCALE 1" • 60'
SCALE 1. : 60'
,
-a ,
G}. :;..\
STRIPING NOTES:
4• WHITE LANE LINE PER CAL TRANS DETAIL 12
4" YELLOW EDGE LINE PER CAL TRANS DETAIL 24
B" WHITE CHANNELIZING LINE PER CAL TRANS DETAIL 38
B" WHITE CHANNELIZING LINE PER CAL TRANS DETAIL 38A
6" WHITE BIKE LANE LINE PER CAL TRANS DETAIL 39
I
I
\
I
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I
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\
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12
12·
-- --- - --------1'2'
12'
12'
J
--------
RAISED MfDIAN
- ------ - --~
15 '
--ALGA------------------------
J 12
J
------------------------1' ------
~
12' _ -----
--...-__... 12'
-----------------~ .§_'_-----
12
6" WHITE BIKE LANE INTERSECTION LINE PER CALTRANS DETAIL J9A, 200 L.F. UNLESS OTHERWISE SPECIF/ED
"U-TURN" PAVEMENT ARROW (THERMOPLASTIC)
12" WHITE CROSSWALK. 10' INSIDE DIMENSION (THERMOPLASTIC)
TYPE JV (L) PAVEMENT ARROW (THERMOPLASTIC)
"BIKE LANE" PAVEMENT LEGEND AND ARROW (THERMOPLASTIC)
"SIGNAL AHEAD" PAVEMENT LEGEND (THERMOPLASTIC)
"YIELD" PAVEMENT LEGEND (THERMOPLASTIC)
I,
12
5•
L
12'
12'
12'
VARIES
------------------------
12' ---------------------------13'
---------------------------ROAD
L
SA
BL
J
I
I
I
--:::::---_ ---
(
I
I
I
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I
/
L
12'
12'
10·
12·
-----------
9
--~:_ -----=-
BL
------
~I J
::. I )> I
I o\ I rn, I Z,
r-\ I
I :2 I \
-----------
RAISED IIEDIAN
------
J
\
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--B'
9
12
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C)'
~\
--\ I m' 7J\
0' • I
\
J
I
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-------
-------
12
J
L
NOTE:
CONTRACTOR SHALL LOCATE ALL EXISTING
UTILITY VAL VE BOXES, MANHOLES, VA UL TS,
SEWER CLEANOUTS, STORM DRAIN GRATES,
INLETS AND SURVEY MONUMENT BOXES PRIOR
TO OVERLAY AND PROTECT IN PLACE.
~ CITY OF CARLSBAD ~ f------l---+----------------t----t---+------1----l L_1Q_j ENGINEERING DEPARTMENT L__1i__J :==:::::...:::==========:::::...:::===:
DATE INITIAL DATE INITIAL DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION 011,ER APPROVAL CITY APPROVAL
PAVEMENT OVERLAY
ALGA ROAD
STRIPING PLAN
APPROVED WILLIAM E. PLy,MMJ,R,
4t2&>a;. £ ~ -4-IA-12'!
DEPUTY CITY ENGINEER PE 28176 EXPIRESJ 31 06DATE
DWN BY: PROJECT NO.
CHKD BY: JS 3667-11 RVWD BY: MP
I DRAWING NO.
425-2
0
~ 0 (i)
g_,::..
.... I\)
.l::i,. (11
I
I\)
-----
-----------
ALGA
STRIPING NOTES:
@ 4• WHITE LANE LINE PER CAL TRANS DETAIL 12 ; ;
15• WHITE BIKE LANE LINE PER CAL TRANS DETAIL 39
6" WHITE BIKE LANE INTERSECTION LINE PER CALTRANS DETAIL J9A
"BIKE LANE" PAVEMENT LEGEND AND ARROW (THERMOPLASTIC)
"SIGNAL AHEAD" PAVEMENT LEGEND (THERMOPLASTfC)
SCALE 1" -60'
--
L
12
e· ---
RAISED MEDIAN
--
a'
L 12
L
J
L
9
0
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 ~
t--------t---+----------------1-----+--+-------t----1 ~LJ1j==1='..::::=::.:EN::G~I~N~EE~R~l~NG~D~E:::P~AR~T:::M~E~N~T==~L?.i.J==4=~
PAVEMENT OVERLAY
ALGA ROAD
STRIPING PLAN
APPROVED WILLIAM E. P~ER
,heu&-~1 1-,1 ~ • -4--1..4:-o:-r
1----t--+----------------t---+--+---t---l DEPUTY CITY ENGINEER PE 28176 EXPIRESJ J/ OISDATE
DWN BY: PROJECT NO. I DRAWING NO. ~~ ~~~ a 3667-11 . 42s-2
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
DA TE INITIAL DA TE INITIAL
OTHER APPROVAL Cl TY APPROVAL
I
I
I
I
I I
I
I
I
I
I I
I
I
/ /
I
I
I
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/ 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
l\'l
SCALE 1" " 40'
STRIPING NOTES:
l\'l
4" WHITE LANE LINE PER CAL TRANS DETAIL 12
4" DOUBLE YELLOW CENTERLINE PER CALTRANS DETAIL 21
4" YELLOW LEFT EDGELINE PER CALTRANS DETAIL 24-
8" WHITE CHANNELIZING LINE PER CALTRANS DETAIL 38
12" WHITE LIMIT LINE (THERMOPLASTIC)
12" YELLOW CROSSWALK, 10' INSIDE DIMENSION (THERMOLASTIC)
TYPE IV (L) PAVEMENT ARROW (THERMOPLASTIC)
TYPE IV (R) PAVEMENT ARROW (THERMOPLASTIC)
TYPE VII (L) PAVEMENT ARROW (THERMOPLASTIC)
TYPE VII (R) PAVEMENT ARROW (THERMOPLASTIC)
"STOP AHEAD" PAVEMENT LEGEND (THERMOPLASTIC)
"STOP" PAVEMENT LEGEND (THERMOPLASTIC)
12" YELLOW LINE O 5' O,C, (THERMOPLASTIC)
MISSION ESTANCIA
ELEMENTARY SCHOOL
38' 60'
TAPER
21
100'
ffiANSITION
2s ~ ~
LU -.I -.I
c3
20·
NOTE:
CONTRACTOR SHALL LOCATE ALL EXISTING
UTILITY VAL VE BOXES, MANHOLES, VAULTS,
SEWER CLEANOUTS, STORM DRAIN GRATES,
INLETS ANO SURVEY MONUMENT BOXES PRIOR
TO OVERLAY AND PROTECT IN PLACE.
~ CITY OF CARLSBAD ~
1------1---+---------------t---+---,t----+------I ~L__Rj=:::::2=::::::'_l:::=::::E=:N:::G:::lN:::E:::E:::Rl:::N:::G::::D:::E:::P::::AIR:::T::::M:::E::::NT::::::==--:L!i._J==4~
PAVEMENT OVERLAY
CALLE BARCELONA
STRIPING PLAN
APPROVED ~LL/AM E. PWJ!~R
4,,?,24,,..,:, fl, ~~-' '.'1, -l----+--t---------------t----+------1t-----t------1 DEPUTY CITY ENGINEER PE 28176 EXPIRESJ JI 06DATE
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
OWN BY:_,,....__
f-CD---AT..::,E--'----IN-'-ITI"-'AL+-=.DA_;_TE;:_,c_l ___ NI ___ TIAL----1 CHKD BY: JS
OTHER APPROVAL CITY APPROVAL RVWO BY: MP
PROJECT NO,
3667-11
DRAWING NO,
425-2
I-~
C/)
UJ IVL UJ C/)
STRIPING NOTES:
@ 4" WHITE LANE LINE PER CAL TRANS DETAIL 12
@ 4" WHITE RIGHT EOGELJNE PER CAL TRANS DETAIL 278
8" WHIT[ CHANNELIZING UN[ PER CAL TRANS DETAIL 38
6" WHIT[ BIKE LANE UN[ PER CALTRANS DETAIL 39
I
I
I
I
I
'
I
I
'
3
I
\
I
~ ~
6' WHIT[ BIKE LANE INT[RSECTION UN£ PER CAL TRANS DETAIL 39A, 200 L.F. UNLESS OTHERWISE SPECIFIED
®
@
®
@
12" WHITE CROSSWALK, 10' INSIDE DIMENSION (THERMOPLASTIC)
TYPE IV (L) PAVEMENT ARROW (THERMOPLASTIC)
TYPE IV (R) PAVEMENT ARROW (THERMOPLASTIC)
TYPE \'1 PAVEMENT ARROW (THERMOPLASTIC)
"BIKE LANE" PAVEMENT LEGEND AND ARROW (THERMOPLASTIC)
'SIGNAL AHEAD' PAVEMENT LEGEND (THERMOPLASTIC)
4' WHITE LANE DROP LINE PER CALTRANS DETAIL J78
~
SCALE 1" = 80'
------::.-----------------
B ---CAMINO--
J
12 9
9
L
-----------------::---__ -------
J 12 7
9
J
L
------
SCALE 1 • = 80'
J
SA
9 12
3
......._ ------------------
----
9
1/
I
l
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 ISHEETSI r------t--+---------------+----+----,1----1---------1 L_1;L_j ENGINEERING DEPARTMENT 14
~==--===P,:,='.4,:,=V.~EM~E~N~T~O~V.~ER~L~A==Y===='--==~
ADDITIVE BID AL TERNA TE
EL CAMINO REAL STRIPING
DEPUTY CITY ENGINEER PE 28176 EXPI
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL DATE INITIAL
OTHER APPROVAL CITY APPROVAL
OWN BY:
CHKD BY: JS
RVWD BY: MP
PROJECT NO.
3667-11
DRAWING NO.
425-2
I PROPOSED
1 vcROSSWALK
V"
i5
' I ---r-.--
--~----'}: V IQ:::
--111.l..,.~f",X. l:,./2 :o
/ A ' 1l.w Ll/2 '-, : ~--rrcR __ -..,.
DETAIL B: TYPICAL CROSSWALK PLACEMENT
N. T.S.
I I
I I
I Fi==~~===
1,0·~1 _ -•1 1-PROPOSED l "-. IJ-1,-----CENTERLINE
_ _ _ _ • _ _ 1:,. la::: STRIPING
10 72:0 -,...---r--( L;;i' ~Lu
PROPOSED1 ---tlCR--I
LIMIT LINE
DETAIL A: TYPICAL STRIPING AT INTERSECTIONS
N. T.S.
DETAIL C: TYPICAL YIELD LINE PLACEMENT
N. T. S.
. .. 1 s· I
,-,
LJ =m:: :::J11 r-, m::: < ,_j
3 @ 6' O.C. TYP.
(WHITE)
4" WHITE LANE LINE (CALTRANS DETAIL 12)
N. T.S.
4" DOUBLE YELLOW PAINTED MEDIAN (CAL TRANS DETAIL 29)
N. T.S.
10' o.c ..
4" DOUBLE YELLOW LINE (CAL TRANS DETAIL 22)
N. T.S.
-10' o.c. _
TYP. -
______ _(WHITE) _J rr::------JI[------:m::---= [([ ______ JI[______ []
□ □ -
I 24• I • •
B" WHITE CHANNELIZING LINE (CAL TRANS DETAIL 38)
N. T.S.
LEGEND:
[---] ---
[]
[(]
PERMANENT STRIPING PER CAL TRANS STD. PLAN
PERMANENT PAVEMENT MARKERS PER CALffiANS STD. PLAN
TEMPORARY PAVEMENT MARKERS PER CALTRANS
[] m::: :::rrr: :::JI] m::: :::rrr: :::JI] []
= = = :::III: = = = =rrc :::III: :::III: : = : _,1...,1/--= = ...,.,1,rr-1 : = : =rrc :::III: :::III: = = : :JI[ = = : =
[] ' [] [] [] 24 i. •I I
4" YELLOW TWO WAY LEFT TURN LANE (CAL TRANS DETAIL 32)
N. T.S.
1 o· ----
I
--------------~ ~
~~• O.C. (MAX.)
~___L(WHITE) TYP.
--------------i.j -----------/', 7'i
~""}j c:-::::: / -------------
~ -------------1
I I
~
~
~
~
~
12" WHITE CROSS-WALK LINES
N. T.S.
NOTE: USE YELLOW MARKERS
FOR YELLOW CROSSWALKS
MARKERS ON CENTERLINE
I 1 (WHITE) TYP.
I I I
I [I] I
I I I !ml
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 MONUMENT BOXES PRIOR
TO OVERLAY AND PROTECT IN PLACE.
1-----+-+---------i---r--ji---r--.~ CITY OF CARLSBAD ~
L.1i_i ENGINEERING DEPARTMENT L.1i_J
PAVEMENT OVERLAY
STRIPING DETAILS
1----+--+-------------t---i---t--i----i ~Y'Ai ~~:,,,,.~... ...d_-1..t-.-,<
1----+--+-------------t---t---t---i----. DEPUTY CITY ENGINEER PE 28176 EXPIRESJ/Jl/06DATE
1--.:-:-:::c-+=c-+-------------t--;;-;:;:;=-t;;:;;,;-;;;-t-rmi:-t;;;;;,.:,J OWN BY:~ PROJECT NO. DRAWING NO.
DAlE INITIAL i----='-DA:.:.:TE'-'-1---Nlll ____ A_L t--DA_TE~I_Nlll_AL-J CHKD BY: JS 3667-11 425-2 REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: MP ENGINEER OF WORK