HomeMy WebLinkAboutDWG 407-7; 3894-1; CALLE BARCELONA AND PASEO ALISO; 01-03CITY OF CARLSBAD
TRAFFIC SIGNAL PLAN FOR
CALLE BARCELONA AND PASEO ALISO
PROJECT NO. 3894-1
WORK TO BE DONE: CONDUCTOR SCHEDULE
CITY OF OCEANSIDE
AWG SIZE p POLE CONDUIT SIZE AND RUN
1s H 3• 3• 3" 3" 3" 3• . 3" 2-3" 2-3"
HIGHWAY-THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THIS PLAN AND: OR A OR A\ /2\ /4\ /4\ A\ ~ A la\ jg\. . \V\LLA; 1. THE CITY OF CARLSBAD SPECIAL PROVISIONS. CABLE TYPE ~ CIRCUIT
.. . . --._,,r-7 2 . CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS (JULY 1999 OR LATEST REVISION) .
<j,t,'O 3. CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD PLANS (JULY 1999 OR LATEST REVISION). N0.14 CABLES POLE - A 1/1 1/1
~ . --- -- - --~ .
~v I 4. CALIFORNIA DEPARTMENT OF TRANSPORTATION MANUAL OF TRAFFIC CONTROLS AND MAINTENANCE OF WORK C POLE - B
- - -- --1/1 1/1 1/1
,)" . ZONES (1996 EDITION OR LATEST REVISION). 0 3 8 POLE - C 1/1 1/1 1/1 1/1 . N - -
- --
I 5. STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (2000 EDITION OR LATEST REVISION).
t,C'i-Ji,, . D N POLE - D ----1/1 1/1 1/1 1/1 1/1
:,t-l--\'-. u D 1 /1 1/1 1/1 1 /1 1 /1
~l--El L .. L C POLE - E 1/1 - - -
C..q"1111;0 6 12 ~ POLE - F 1/1 1/1 1/1 --- -1/1 1/1
--~ ··7 R POLE - G 1/1 1/1 - ----1/1 1/1
\~ "-~· ~ . CITY OF VISTA ~ POLE - H
1 /1 - - -- --1/1 1 1
1-I TOTAL CABLES -3 CON/12 CON 4/4 3/3 2/2 1 /1 1 /1 2/2 3/3 8/8 8 8
\~ '"''""
ROAn U. ·: #12 IISNS 2 2 2 2 -2 2 4 4
✓ #10 LUMINAIRES 2 2 2 2 -2 2 4 4
'? I
~%
I ~ GENERAL NOTES -TRAFFIC SIGNAL: TOTAL 4 4 4 4 -4 4 8 8
\'¾% -Y,c. ·'-<-0 ;,:c VIDEO POLE -A - -- ----1/1 1/1
1/
.i~I 'J.'l CITY OF
~ COAX 1/1 1/1 1/1 1/1
PACIFIC -y 1. THE LOCATION OF ALL UNDERGROUND UTILITIES ON THESE PLANS IS APPROXIMATE. THE 13. THE CONTRACTOR SHALL NOT ERECT ANY SIGNAL STANDARD MORE THAN -POLE - C - --- -
~ ,-\
1<,0 r>-D I SAN MARCOS "" (BELDEN 1/1 1 /1 1 /1 1 /1 1/1 1/1 '& 7,-\ \ CONTRACTOR SHALL DETERMINE THE DEPTH OF ALL UTILITIES, INCLUDING THOSE NOT SHOWN TWO WEEKS PRIOR TO THE SCHEDULED TRAFFIC SIGNAL TURN-ON UNLESS ,., POLE - E
-- -
OCEAN \~ "••, ALG-4 ON THIS PLAN AND VERIFY ALL JOB SITE CONDITIONS. APPROVED BY THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE. = 8281) POLE - G 1/1 1/1 - -- - -1/1 1/1
VIDEO
t:,: 2. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ALL UTILITY AGENCIES 14. FLASHING SIGNAL OPERATION SHALL BE RED ON ALL PHASES. PEDESTRIAN = POWER
\ \ '--_____,.~ / ,___..,. i AT LEAST 48 HOURS IN ADVANCE OF CONSTRUCTION. SIGNALS SHALL BE BLANK DURING FLASHING OPERATIONS. (3#16) > TOTAL VIDEO 272 2/2 1/1 1 /1 -1 /1 1 /1 4/4 4/4
~ . ALL NEW PULL BOXES AND COVERS SHALL BE CONCRETE UNLESS OTHERWISE SHOWN. PULL 15. ALL TRAFFIC SIGNAL IMPROVEMENTS SHALL BE INSTALLED IN COORDINATION 2+¢ EVA ----- - -1 1
\ Yllt \ &;;;;) , '" 0"" ~ 3.
BOX COVERS SHALL BE MARKED WITH "TRAFFIC SIGNAL•. ALL PULL BOXES SHALL BE NO. 5 WITH THE SIGNING AND STRIPING CONTRACTOR. ¢4+¢ EVB - -- --1 1 1 1
of' UNLESS OTHERWISE SPECIFIED. MAXIMUM PULL BOX SPACING SHALL BE 20D'. ¢1+¢6 EVC 1 1 1 1 - --1 1
# ,-1
16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY MONUMENTATION DLCM ¢3+¢ EVD 1 1 -- -- -1 1
I I \Q · ALL CONDUIT SHALL BE 3• UNLESS OTHERWISE SPECIFIED. AND/OR BENCHMARKS WHICH ARE DISTURBED OR DESTROYED BY I I i -' ' ....... 4.
\\ Q;-. CONSTRUCTION . SUCH POINTS SHALL BE REFERENCED AND REPLACED
u..... I 5. ALL TRAFFIC SIGNAL POLE FOUNDATIONS SHALL HAVE A 3• CONDUIT INSTALLED TO THE WITH APPROPRIATE MONUMENTATION BY A LICENSED LAND SURVEYOR . ADJACENT NO. 5 PULL BOX. THE CONTROLLER FOUNDATION SHALL HA VE A SPARE 3• OR REGISTERED CIVIL ENGINEER AUTHORIZED TO PRACTICE LAND TOTAL DLC 2 2 1 1 -1 1 4 4
\ . -
CITY OF ' -CONDUIT AND PULL ROPE STUBBED OUT TO THE ADJACENT NO. 6 PULL BOX FOR FUTURE USE. SURVEYING. A CORNER RECORD OR RECORD OF SURVEY, AS APPROPRIATE, SIC 6 PAIR "20 · 1 1 1 1 -- -1 1
17 ENCINITAS SHALL BE FILED BY THE LICENSED LAND SURVEYOR OR REGISTERED CIVIL TOTAL CONDUCTORS / CABLES 19 17 12 10 2 11 13 37 37
r./ 6. ALL SIGNAL HEADS SHALL BE 12" IN DIAMETER WITH BACK PLATES. ALL RED, YELLOW, GREEN ENGINEER AS REQUIRED BY THE LAND SURVEYOR'S ACT.
~~
AND PEDESTRIAN INDICATIONS SHALL BE L.E.D. NOTE:
-'-' PROJECT
17. LIMIT LINES AND CROSSWALKS SHALL BE FIEUD LOCATED. 1. ALL CONDUIT AND CONDUCTORS ARE NEW UNLESS OTHERWISE SPECIFIED. -7. PEDESTRIAN HEADS AND PUSH BUTTONS SHALL BE INTERNATIONAL SYMBOLS. PEDESTRIAN , 2. SIC -SIGNAL INTERCONNECT CABLE
~ C, LOCATION SIGNALS SHALL BE TYPE "A", L.E.D. PEDESTRIAN PUSH BUTTONS SHALL BE 2" ADA. 18. TESTING OF CONTROL EQUIPMENT AND CABINET WIRING SHALL BE
ACCOMPLISHED AT A FACILITY DESIGNATED BY THE CITY OF CARLSBAD.
NOT TO 8. ANCHOR BOLT NUT COVERS SHALL BE PROVIDED FOR ALL STANDARDS. THE CONTRACTOR SHALL DELIVER AND PICK UP EQUIPMENT.
SCALE
9. SIGN PANELS FOR INTERNALLY ILLUMINATED STREET NAME SIGNS SHALL BE FABRICATED USING 19. THE CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDE
VICINITY MAP PRISMATIC, CUBE CORNER REFLECTIVE SHEETING (DIAMOND GRADE OR EQUAL). ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE
THE CORRECT CONDUCTORS REQUIRED FOR INTENDED OPERATION.
10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LAYOUT AND INSTALLATION OF TRAFFIC
STRIPING, PAVEMENT MARKINGS AND LEGENDS, PARKING REMOVAL AND TRAFFIC SIGNING 20. THE CONTRACTOR SHALL COORDINATE SERVICE DETAILS AND SCHEDULING
SHOWN ON THESE PLANS. WITH SDG&E AND PAY THE REQUIRED FEES FOR SERVICE CONNECTIONS.
11. THE CONTRACTOR SHALL OBTAIN APPROVAL OF THE PUBLIC WORKS DIRECTOR OR HIS 21. ALL REMOVED EQUIPMENT SHALL BECOME THE PROPERTY OF THE CONTRACTOR.
REPRESENTATIVE FOR THE LOCATIONS OF THE STRIPING, PAVEMENT MARKINGS AND LEGENDS,
PARKING REMOVAL AND SIGNING PRIOR TO PAINTING AND INSTALLATION. 22. LUMINAIRES AND INTERNALLY ILLUMINATED STREET NAME SIGNS SHALL HAVE
TYPE IV P.E.C.
12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL
CONFLICTING STRIPING AND PAVEMENT MARKINGS BY GRINDING. 23. CONTRACTOR SHALL REMOVE AND REPLACE EXISTING LANDSCAPING AND IRRIGATION
SYSTEM AS NECESSARY. "AS BUILT"
DATE
P.E. EXP.
-Rt.VIEWt.LI BY:
q .. ,1.-<J~ ~ I Cl tu. ~Ai l..l\,..)
INDEX OF SHEETS: INSPECTOR DATE
t1\ "11S-13UILT" I SH~ET I CITY OF CARLSBAD I SH:ETS I liQ.. DESCRIPTION ENGINEERING DEPARMENT
1. TITLE SHEET ~ESS/~
2. TRAFFIC SIGNAL PLAN ~ &,\I T • .f,: % TRAFFIC SIGNAL PLAN FOR:
3. SIGNING AND STRIPING PLAN SL>. ~i CALLE BARCELONA sa, r, AND PASEO ALISO ai:: ~-~-• 56 67 ::ici
i< Exp. 6/YJ/05 ,t
.._, .r_,. C' I V I "#~ APPROVED
~/J R {J :-T ,.._. ':.,._ ,Lz.-oJ,-,_
' "(' or C~\. \~ DEPUTY CITY ENGINE RCE 28" 5 EXP. 3/31/06 . ilA'fE
DWN BY: JTK PROJECT NO. DRAWING NO.
CHKD BY:
DATT: INITIAL DATE INITIAL DATT: INITIAL FIELD BY: 3894-1 407-7
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
L _J
•
072303
0 -+i
(,J .a::-.
0 .......
I .....,
L
POLE SCHEDULE
lRAFFIC SIGNALS PED SIGNALS PPB LOC. MOUNTING INDICATIONS MOUNTING
0 24-4-80 35' 12·
MAS 3-1211 (RA,YA,GA)
MAS 3-12" (R,Y,G) SP-1-T 2P w 8P
SV-1-T 3-12" (R,Y,G)
TYPE 1-A TV-1-T 3-12" {RA,YA,GA) SP-1-T 8P N 2P
MAS 3-12" {RA,YA,GA)
19-4-80 25' 12' MAS 3-12" (R,Y,G) SP-1-T 4P N 2P
SV-1-T 3-12" {R,Y,G)
0 TYPE 1-A TV-1-T 3-12" {RA.YA.GA) SP-1-T 2P E 4P
MAS 3-12" {RA.YA.GA)
24-4-80 35' 12· MAS 3-12" {R,Y,G) SP-1-T 2P w 8P
SV-1-T 3-12" {R,Y,G
0 TYPE 1-A TV-1-T 3-12" {RA,YA,GA) SP-1-T 8P N 2P
MAS 3-12" {RA,YA,GA)
19-4-80 30' 12· MAS 3-12" {R,Y,G) SP-1-T 4P N 2P
SV-1-T 3-12" {R,Y,G)
® TYPE 1-A TV-1-T 3-12" (RA,YA,GA) SP-1-T 2P E 4P
NOTES:
PLACEMENT LUM IN AIRE A B C
250W HPS 14' -3'
-18' 3'
250W HPS 14' -3'
-14' 3•
250W HPS 15' -.3•
-15' .3'
250W HPS 17' -.3'
I.I.S.N.S.
"Paseo Aliso"
"Calle Barcelona"
"Paseo Aliso"
"Calle Barcelona"
\
\
\
\
\
\
I
I
I
1. ALL EQUIPMENT IS NEW UNLESS OTHERWISE SPECIFIED. ,rou#.OJ/710;11 ,t',.Yt?t:f'E.O .OtJWN
/'111 /~,f/O,i/T/0,t' L/,.YE. TIIA'0!/011 0\ 2. CONlRACTOR SHALL POTHOLE POLE FOUNDATIONS PRIOR TO ORDERING POLES AND MASTARMS. -"A5E.
3"C, SIC TO CONTROLLER
AT EL CAMINO REAL &
CALLE BARCELONA
(APPROX. 7.35 FT.)
....
N.
R/W __
.... "'·
"' 1-.J
...J.---; - -R/W
BARCELONA CALLE _____ _ ------,--
3"C, SIC
IRG -cr-
CONC WAL .. K
--
---r-', --' CONC
15• PEDESTRIAN
MENT --I I
--
--
=-------
CJRB-
--
------
---
o 0 0 IRG o="°BFP --------
----r -\.---::... WV -e
--
L.J: :_ --1 (Jl~
-------
--
----
-1--
--
300' TO
X-WALK
OJ
'//Al~ --coNC ---75, pEDESlRIAN
SEMENl --coNC w~L~ -B
o ---D
@ TELE
WALK
--~Iii'!; ------36"
CONC ------
CONSTRUCTION NOTES:
36"
NO U TURN
R73-3
Cfil DETAIL C:
MASTARM MOUNTED SIGN
N.T.S.
INSTALL TYPE 170E CONTROLLER IN MODEL 332 ALUMINUM CABINET INCLUDING THE NECESSARY ACCESSORIES
TO PROVIDE THE PHASING AND OPERATION SHOWN ON THIS PLAN. THE CABINET SHALL HAVE A PULL-OUT
DOCUMENT lRAY. THE CONlROLLER UNIT SHALL BE EQUIPPED WITH ONE MODEL 412C PROGRAM MODULE,
ONE MODEL 404 MODEM, ONE BLANK MODEL 27256 EPROM PROGRAMMING CHIP, TWO MODEL 752 DUAL
PRIORITY DISCRIMINATOR CARDS, TYPE 200SA LOCAL INTERSECTION CONlROL PROGRAM AND TYPE 225
CONFLICT MONITOR UNIT. AN UNINTERRUPTIBLE POWER SYSTEM (UPS) SHALL BE INSTALLED IN THE CABINET
USING A SWING-AWAY MOUNTING. THE UPS SHALL BE CAPABLE OF PROVIDING A MINIMUM OF EIGHT HOURS
OF RED FLASH OPERATION (CLARY SP 1000 SERIES OR APPROVED EQUAL). REPAIR EXISTING LANDSCAPING
AND IRRIGATION SYSTEM AFTER INSTALLATION.
INSTALL VIDEO DETECTION SYSTEM TO PROVIDE VEHICLE AND BICYCLE DETECTION FOR ALL APPROACHES
AS SHOWN, INCLUDING VIDEO DETECTION PROCESSORS AND VIDEO MONITOR MOUNTED IN THE CONTROLLER
CABINET, VIDEO DETECTION CAMERAS MOUNTED ON THE LUMINAIRE MAST ARMS AND ALL NECESSARY
WIRING AND ANCILLARY EQUIPMENT. VIDEO DETECTION SYSTEM SHALL BE ITERIS VANTAGE EDGE OR
APPROVED EQUAL.
20 0 20 40 INSTALL TYPE Ill-BF SIGNAL AND LIGHTING SERVICE ENCLOSURE PER SDG&E REQUIREMENTS. PROVIDE:
50A-1P, 120V SIGNAL METERED CIRCUIT BREAKER,
----
, .. = 20· GRAPHIC SCALE 15A-1P, 120V INTERNALLY ILLUMINATED STREET NAME SIGN (IISNS) METERED CIRCUIT BREAKER,
30A-2P, 240V LIGHTING UNMETERED CIRCUIT BREAKER.
SERVICE CABINET SHALL BE FABRICATED FROM ANODIZED ALUMINUM SHEET. REPAIR EXISTING LANDSCAPING
AND IRRIGATION SYSTEM AFTER INSTALLATION.
\\
\
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I
1'6
\ \0\
\\q
\ I
/,1
I I
\ I
\ \ .
\1\6
\ \
\ \
\ \
\ \
\ I
30'
'\,
10·
20'
AB-121
ASlRO MINI-BRAC
OR EQUAL
1.\
\\
\
d IRG
\
I
I
APPROACHING
VEHICLES
III DETAIL B:.
EVPE DETECTOR MOUNTING
N. T.S.
EVPE
DETECTOR
MAST ARM
STAINLESS
STEEL BAND .,, .,,
SERVICE POINT:
SDG&E TRANSFORMER
#D1384837
LEGEND:
VIDEO DETECTION ZONE .... VIDEO DETECTION CAMERA
MASTARM MOUNTED SIGN
E.V.P.E. DETECTOR
CONSTRUCTION NOTES: CONT'D
DETECTOR SCHEDULE
PPB
PPB
PPB
EVA
EVB
EVC
EVD
FLASH
1115
PHASE
2P
4P
6P
BP
2+5
4+7
1+6
3+8
SLOT
NUMBER
FIELD
TERMINAL
I12U
I12L
I1.3U
I13L
J12U
J1.3U
J12L
J13L
I14U
T8-4 & COM 6
T8-5 & COM 6
T8-7 & COM 9
T8-8 & COM 9
T9-4 & COM 6
T9-7 & COM 9
T9-5 & COM 6
T9-8 & COM 9
T8-1D & COM 12
I 0:: C'/wtl
I' A I
I
I B I --______ J
BCR
DETAIL A:
SIGNAL POLE LOCATION
N.T.S.
PHASE DIAGRAM
1112 1113 1114
r <2----t> i !
1118
_/
-1116
<2----t>
PHASE SEQUENCE
i 1+5 ~ ~:: ~ 2+s H 3+7 ~ !:~ ~ 4+8 I
SEQUENCE WITH CALLS ON ALL PHASES
III INSTALL SINGLE-CHANNEL EMERGENCY VEHICLE PRE-EMPTION {EVPE) DETECTOR UNIT (3M OPTICOM MODEL
711 OR APPROVED EQUAL). SEE DETAIL B, THIS SHEET.
[ill
m
m
I]]
INSTALL 2" CONDUIT' AND PULLROPE FROM SERVICE CABINET TO SDG&E VAULT PER SDG&E REQUIREMENTS .
CONDUCTORS BY SDG&E.
INSTALL MAST ARM MOUNTED SIGN PER CALlRANS STANDARD PLAN ES-7N, DETAIL "U". SIGN TYPE AS
NOTED ON PLAN. SEE DETAIL C, THIS SHEET. .
REMOVE EXISTING SlREET LIGHT POLE, FOUNDATION. ADJACENT PULL BOX AND CONDUCTORS AND BACKFILL.
POLE AND FIXTIJRE TO BECOME THE PROPERTY OF THE CONlRACTOR. SEE SHEET 3 FOR SIGN RELOCATIONS.
REMOVE EXISTI.NG PEDESlRIAN RAMP. INSTALL NEW TYPE "A" PEDESlRIAN RAMP PER SDRSD G-27.
"AS BUILT"
SEE SHEET 3 FOR SIGNING AND STRIPING P.E. ___ _ EXP. ___ _
DATE
REVIEWED BY:
INSPECTOR
9-/7-oS-
DATE
l---+---+---·8_J.I_Jl::~'-'-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-;_-_-_-_-:_>-_-_-_-...j.1-_-_-_--++-_-_-_-=:; I SH2EET I CITY OF CARLSBAD I SHE3ETS I
ENGINEERING DEPARMENT ~=='--================:....::::::::::::::;
DATE INITIAL REVISION DESCRIPTION
DATE INITIAL DATE INITIAL
ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL
TRAFFIC SIGNAL PLAN FOR:
CALLE BARCELONA
AND PASEO ALISO
APPROVED 1-< ,\.,,,,\-,,. J..:4w..., J..,-.
DEPUTY CITY EN~NEER RC!/ 26515 EXP. J J1 06
J/.,./,.,,
dATE
OWN BY: JTK
CHKD BY:
FIELD BY:
PROJECT NO.
3894-1
DRAWING NO.
407-7
072303
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GENERAL NOTES -SIGNING & STRIPING:
1. TI-IE CONTRACTOR IS RESPONSIBLE FOR ALL SIGNING AND STRIPING. \ \ i ~ 2. SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO TI-IE LATEST CALTRANS TRAFFIC MANUAL,
CALTRANS STAND SPECIFICATIONS (JULY 1999 OR LATEST REVISION), TI-IESE PLANS AND TI-IE SPECIAL
PROVISIONS.
3. ALL SIGNING AND STRIPING IS SUBJECT TO TI-IE APPROVAL OF TI-IE PUBLIC WORKS DIRECTOR OR HIS
REPRESENTATIVE PRIOR TO INSTALLATION.
4. ANY DEVIATION FROM TI-IESE SIGNING AND STRIPING PLANS SHALL BE APPROVED BY THE EJNGINEER OF WORK
AND TI-IE PUBLIC WORKS DIRECTOR PRIOR TO ANY CHANGE IN TI-IE FIELD.
5. ALL SIGNING AND STRIPING SHALL BE REFLECTIVE PER CAL TRANS SPECIFICATIONS. STRIPING SHALL BE
REPAINTED TWO WEEKS AFTER INITIAL PAINTING. SIGNING SHALL USE ENCAPSULATED LENS REFLECTIVE
SHEETING (HIGH INTENSITY OR EQUAL).
6. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET STRIPING AND MARKINGS WITI-IIN A
500' PERIMETER OF THE CONSTRUCTION PROJECT WILL BE RESTORED TO A "LIKE NEW" CONDITION, IN A
MANNER MEETING TI-IE APPROVAL OF THE CITY INSPECTOR.
7. EXACT LOCATION OF STRIPING AND LIMIT LINES SHALL BE APPROVED BY TI-IE PUBLIC WORKS
DIRECTOR OR HIS REPRESENTATIVE PRIOR TO INSTALLATION.
8. CONTRACTOR SHALL REMOVE ALL CONFLICTING PAINTED LINES, MARKINGS AND PAVEMENT LEGENDS BY
GRINDING. DEBRIS SHALL BE PROMPTLY REMOVED BY TI-IE CONTRACTOR.
9. ALL PAVEMENT LEGENDS SHALL BE THE LATEST VERSION OF THE CALTRANS METRIC STENCILS.
10. LIMIT LINES AND CROSSWALKS SHALL BE FIELD LOCATED. CROSSWALKS SHALL HAVE 10' INSIDE DIMENSION
UNLESS OTHERWISE SPECIFIED.
11. ALL CROSSWALKS, LIMIT LINES, STOP BARS, PAVEMENT ARROWS AND PAVEMENT LEGENDS SHALL BE
TI-IERMOPLASTIC UNLESS OTI-IERWISE SPECIFIED.
12. FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM TO THE LATEST CAL TRANS TRAFFIC MANUAL AND
SAN DIEGO REGIONAL STANDARD DRAWING M-19.
13. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN TI-IE CAL TRANS TRAFFIC MANUAL UNLESS OTI-IERWISE
SPECIFIED.
14. SIGN POSTS SHALL BE SQUARE PERFORATED STEEL TUBING WITI-1 BREAKAWAY BASE PER SAN DIEGO
REGIONAL STANDARD DRAWING M-45.
)< N
I "' ~ o.
~ --1 0
---~
R/W
425' 10
x-W/'.LK
-------
1----7--__ ...,
2 W41
325' r-
x-Wl'.LK
-------
:,J
"' ~
I
\
---
3
GENERAL NOTES -SIGNING & STRIPING: CONT'D
20 0
,. = 20'
20
15. WHEN A SIGN IS ATTACHED TO A POLE, IT SHALL BE MOUNTED USING A STANDARD CITY MOUNTING
BRACKET WITI-1 STRAPS.
16. EXISTING SIGNS TI-IAT ARE REMOVED SHALL BECOME TI-IE PROPERTY OF TI-IE CONTRACTOR.
17. "STOP" AND "STOP AHEAD" SIGNS AND PAVEMENT LEGENDS SHALL NOT BE REMOVED UNTIL TRAFFIC SIGNALS
ARE OPERATIONAL OR UNTIL DIRECTED BY TI-IE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE.
18. NEW "SIGNAL AHEAD" SIGNS AND PAVEMENT LEGENDS SHALL NOT BE INSTALLED UNTIL TRAFFIC SIGNALS
ARE OPERATIONAL OR UNTIL DIRECTED BY TI-IE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE.
17. ALL SIGNS SHOWN ON THESE PLANS SHALL BE NEW SIGNS PROVIDED BY AND INSTALLED BY TI-IE
CONTRACTOR EXCEPT THOSE SIGNS SPECIFICALLY SHOWN AS EXISTING TO BE RELOCATED OR TO REMAIN.
40
GRAPHIC SCALE
I
\ GR
~~\\_ -~\~,\
....
R26 2
I
EXIST. \
YELLOW
X-WALK
\
\
R26 2 R81B
:,J ~ ~
Cl)
tt:1
0
4 R2(25)
--------
\
\
\
EXIST.
YELLOW ~-::.:__j___,,,. X-WALK .
\ ~~~ \
\
\ (1 oo')
(100')
10' 14'
16'
I
R26
R818
I
\
I
I
R2(45)
R26D/R81
R26
R81A
STRIPING NOTES:
@ PAINT PER CALTRANS DETAIL XX.
@ PAINT 4" WHITE LINE
@ REMOVE EXISTING CONFLICTING STRIPING AND MARKINGS BY GRINDING. s INSTALL PAVEMENT MARKING OR LEGEND INDICATED (TI-IERMOPLASTIC).
' -<,O
9,':J<:,'f', 'r-\,.+.
~
,, ,,
SIGNING NOTES:
[TI REMOVE EXISTING W17 "STOP AHEAD" SIGN.
INSTALL NEW SIGN AND TELESPAR POST AS INDICATED.
REMOVE EXISTING R1 "STOP" SIGN AND POST.
RELOCATE SIGN FROM EXISTING STREET LIGHT POLE
TO NEW TELESPAR POST.
"AS BUil T''
SEE SHEET 2 FOR TRAFFIC SIGNAL PLAN P.E. ___ _ EXP. ___ _ DATE
D BY:
q-11-0-5'
DATE
''IJ5 · VILT"
1---,1----1-------------+---+--+----+-----I I SH3EET I CITY OF CARLSBAD 137
;::::::=='-==::::::E:::N:::::G=IN::::E:::ER:::IN=G::::::::D:::EP=A:::R:::M:::E:::N=T ==:...:~:::SH:::E:::E::::TS~
SIGNING & STRIPING PLAN FOR:
CALLE BARCELONA
AND PASEO ALISO
APPROVED
l---+--+-----------------+--+---+--+-----1 ~D:::EP::::U::::TY::::C:::IT::::t:::::E:::NG::l==;--;:,..=-=...=....:::::...=..=:..::..=.::::EX::__P::::._::;3~3~1 :::0::6 =l=/=:z..,:::DA:::::f:::A~.
DRAWING NO.
407-7
OWN BY: JTK PROJECT NO.
CHKD BY:
FIELD BY: DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
DATE INITIAL DATE INITIAL 3894-1
OTHER APPROVAL CITY APPROVAL
'on303
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