HomeMy WebLinkAboutDWG 457-1; 6306; TRAFFIC SIGNAL PLAN CALLE BARCELONA/PASEO AVELLANO; 01-03CITY OF OCEANSIDE
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CITY OF CARLSBAD
TRAFFIC SIGNAL P NFOR
CALLE BARCELONA AND PASEO AVEL
CITY OF
ENCINITAS
CITY OF VISTA
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VICINITY MAP
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CITY
OF SAN
MARCOS
PROJECT
LOCATION
PROJECT NO. 6306
WORK TO BE DONE:
THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THIS PLAN AND:
1. THE CITY OF CARLSBAD SPECIAL PROVISIONS.
2. CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS (JULY 2006).
3. CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD PLANS (JULY 2006).
4. CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA'S MUTCO 2003 REVISION 1, AS AMENDED
FOR USE IN CALIFORNIA).
5. STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (2003 EDITION).
6. SAN DIEGO AREA REGIONAL STANDARD DRAWINGS (2006 EDITION).
GENERAL NOTES -TRAFFIC SIGNAL:
1. THE LOCATION OF ALL UNDERGROUND UTILITIES ON THESE PLANS IS APPROXIMATE. THE
CONTRACTOR SHALL DETERM1NE THE DEPTH OF ALL UTILITIES, INCLUDING THOSE NOT SHOWN
ON THIS PLAN AND VERIFY ALL JOB SITE CONDITIONS.
2. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ALL UTILITY AGENCIES
AT LEAST 48 HOURS IN ADVANCE OF CONSTRUCTION.
3. ALL NEW PULL BOXES AND COVERS SHALL BE CONCRETE UNLESS OTHERWISE SHOWN. PULL
BOX COVERS SHALL BE MARKED WITH "TRAFFIC SIGNAL". ALL PULL BOXES SHALL BE NO. 5
UNLESS OTHERWISE SPECIFIED. MAXIMUM PULL BOX SPACING SHALL BE 20D'.
4. ALL CONDUIT SHALL BE 3" UNLESS OTHERWISE SPECIFIED.
5. ALL TRAFFIC SIGNAL POLE FOUNDATIONS SHALL HAVE A 3" CONDUIT INSTALLED TO THE
ADJACENT NO. 5 PULL BOX. THE CONTROLLER FOUNDATION SHALL HAVE A SPARE 3•
CONDUIT ANO PULL ROPE STI.BBED OUT TO THE ADJACENT NO. 6 PULL BOX FOR FUTI.RE USE.
6. ALL SIGNAL HEADS SHALL BE 12" IN DIAMETER WITH BACK PLATES. ALL RED, YELLOW, GREEN
AND PEDESTRIAN INDICATIONS SHALL BE L.E.D.
7. PEDESTRIAN HEADS AND PUSH BUTTONS SHALL BE INTERNATIONAL SYMBOLS. PEDESTRIAN
SIGNALS SHALL BE TYPE "A", L.E.D. PEDESTRIAN PUSH BUTTONS SHALL BE 2" ADA, PRESSURE
SENSITIVE AND THEFT RESISTANT.
8. ANCHOR BOLT NUT COVERS SHALL BE PROVIDED FOR ALL STANDARDS.
9. SIGN PANELS FOR INTERNALLY ILLUMINATED STREET NAME SIGNS SHALL BE FABRICATED USING
PRISMATIC, CUBE CORNER REFLECTIVE SHEETING (DIAMOND GRADE OR EQUAL) AND SHALL NOT
BE MORE THAN 6' WIDE AND 18" HIGH.
10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LAYOUT AND INSTALLATION OF TRAFFIC
STRIPING, PAVEMENT MARKINGS AND LEGENDS, PARKING REMOVAL AND TRAFFIC SIGNING
SHOWN ON THESE PLANS.
11. THE CONTRACTOR SHALL OBTAIN APPROVAL OF THE PUBLIC WORKS DIRECTOR OR HIS
REPRESENTATIVE FOR THE LOCATIONS OF THE STRIPING, PAVEMENT MARKINGS ANO LEGENDS,
PARKING REMOVAL AND SIGNING PRIOR TO PAINTING AND INSTALLATION.
12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL
CONFLICTING STRIPING AND PAVEMENT MARK1NGS BY GRINDING.
13. THE CONTRACTOR SHALL NOT ERECT ANY SIGNAL STANDARD MORE THAN
TWO WEEKS PRIOR TO THE SCHEDULED TRAFFIC SIGNAL TI.RN-ON UNLESS
APPROVED BY THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE.
14. FLASHING SIGNAL OPERATION SHALL BE RED ON ALL PHASES. PEDESTRIAN
SIGNALS SHALL BE BLANK DURING FLASHING OPERATIONS.
15. ALL TRAFFIC SIGNAL IMPROVEMENTS SHALL BE INSTALLED IN COORDINATION
WITH THE SIGNING AND STRIPING CONTRACTOR.
16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY MONUMENTATION
AND/OR BENCHMARKS WHICH ARE DISTURBED OR DESTROYED 3Y
CONSTRUCTION. SUCH POINTS SHALL BE REFERENCED AND REPLACED
WITH APPROPRIATE MONUMENTATION BY A LICENSED LAND SURVEYOR
OR REGISTERED CIVIL ENGINEER AUTHORIZED TO PRACTICE LAND
SURVEYING. A CORNER RECORD OR RECORD OF SURVEY, AS APPROPRIATE,
SHALL BE FILED BY THE LICENSED LAND SURl/1::YOR OR REGISTERED CIVIL
ENGINEER AS REQUIRED BY THE LANO SURVEYOR'S ACT.
17. LIMIT LINES AND CROSSWALKS SHALL BE FIELD LOCATED.
18. TESTING OF CONTROL EQUIPMENT AND CABINET WIRING SHALL BE
ACCOMPLISHED AT A FACILITY DESIGN A TED BY THE CITY OF CARLSBAD.
THE CONTRACTOR SHALL DELIVER AND PICK UP EQUIPMENT.
19. THE CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDE
ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE
THE CORRECT CONDUCTORS REQUIRED FOR INTENDED OPERATION.
20. THE CONTRACTOR SHALL COORDINATE SERVICE DETAILS AND SCHEDULING
WITH SDG&E AND PAY THE REQUIRED FEES FOR SERVICE CONNECTIONS.
21. ALL REMOVED EQUIPMENT SHALL BECOME THE PROPERTY OF THE CONTRACTOR.
22. LUMINAIRES AND INTERNALLY ILLUMINA TEO STREET NAME SIGNS SHALL HAVE
TYPE IV P.E.C.
23. CONTRACTOR SHALL REMOl/1:: AND REPLACE EXIST1NG LANDSCAPING AND IRRIGATION
SYSTEM AS NECESSARY.
24. VIDEO DETECTION CAMERA LOCATION SHALL BE WITHIN 2' OF PROLONGATION OF
LANE LINE SEPARATING THE LEFT AND ADJACENT THROUGH LANE ON APPROACHES
WITH LEFT TIURN PHASING OR IN THE CENTER OF THE APPROACH TRAVEL WAY ON
APPROACHES WITHOUT LEFT TI.RN PHASING. A MANUFACTI.RER REPRESENTATIVE OF
THE VIDEO DETECTION SYSTEM SHALL VERIFY VIDEO DETECTION CAMERA LOCATIONS
AND SYSTEM OPERATION PRIOR TO SIGNAL TI.RN-ON.
25. ALL NEW LOOPS DETECTORS SHALL BE TYPE "E". LOOP DETECTORS SHALL BE 6'
DIAMETER 'WITH 1 O' SPACING AND POSITIONED IN THE CENTER OF LANE UNLESS
OTHERWISE SHOWN.
OJ
[II
[l]
CONSTRUCTION NOTES:
INSTALL TYPE 170E CONTROLLER IN MODEL 3.32 ALUMINUM CABINET INCLUD1NG THE NECESSARY COMPONENTS
AND ACCESSORIES TO PROVIDE THE PHASING AND OPERATION SHOWN ON THIS PLAN. THE CONTROLLER UNIT
SHALL BE EQUIPPED WITH THE FOLLOWING:
• TYPE 200SA LOCAL INTERSECTION CONTROL PROGRAM SOFTWARE
• MODEL 404 MODEM
• TWO MODEL 752 DUAL PRIORITY DISCRIMINATOR CARDS
• EDI MODEL 201 OECL CONFLICT MONITOR UNIT
• MODEL 412C PROM MODULE WITH 27256 EPROM PROGRAMMING CHIP
THE CABINET SHA.LL HAVE A PULL-OUT DOCUMENT TRAY. AN UNINTERRUPTIBLE POWER SYSTEM (UPS) SHALL
BE INSTALLED IN THE CABINET CAPABLE OF PROVIDING A MINIMUM OF EIGHT HOURS OF RED FLASH OPERATION
(CLARY SP 1000 SERIES OR APPROVED EQUAL). BATTERIES FOR UPS SHALL BE HOUSED IN A NE.MA 3R RA TEO
CABINET MOUNTED TO THE SIDE OF THE MODEL 332 CAB1NET PER CAL TRANS SPECIFICATIONS. CONTROLLER
AND BATTERY CABINET DOOR SHALL BE EQUIPPED WITH A BEST COMPANY LOCK CORE AND LOCK. CONTRACTOR
SHALL 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 TiiE CONTROLLER
CABINET, VIDEO DETECTION CAMERAS AND ALL NECESSARY WIRING AND ANCILLARY EQUIPMENT. VIDEO
VIDEO DETECTION SYSTEM SHALL BE ITERIS VANTAGE EDGE OR APPROVED EQUAL VIDEO DETECTION SOFTWARE
VIDEO DETECTION SOFTWARE SHALL BE LATEST VERSION. VIDEO DETECTION CAMERAS SHALL BE MOUNTED ON
THE SIGNAL MAST ARM USING A MANUFACTURER-APPROVED RISER (PELCO "ASTRO-BRAC" BRACKET WITH A
74" RISER MOUNTED ON THE BACK SIDE OF THE SIGNAL MAST ARM) A.S SHOWN ON THE PLANS.
INSTALL TYPE Ill-BF SIGNAL AND LIGHTING SERVICE ENCLOSURE PER SDG&E REQUIREMENTS. PROVIDE:
50A-1P, 120V SIGNAL METERED CIRCUIT BREAKER,
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. CONTRACTOR SHALL REPAIR
EXISTING LANDSCAPING AND IRRIGATION SYSTEM AFTER INSTALLATION.
INSTALL 2" CONDUIT AND PULLROPE FROM SERVICE CABINET TO SDG&E SERVICE POINT (TRANSFORMER /I
D136397-1117 APPROX. 1DO FEET SOUTH OF INTERSECTION PER SDG&E REQUIREMENTS. CONDUCTORS BY
SDG&E.
@] INSTALL SINGLE-CHANNEL EMERGENCY VEHICLE PRE-EMPTION (EVPE) DETECTOR UNIT (OPTICOM MODEL
711 OR APPROVED EQUAL). SEE DETAIL B, SHEET 2.
INSTALL MAST ARM MOIJNTED SIGN PER CALTRANS STANDARD PLAN ES-7N, DETAIL "U". SIGN TYPE AS
NOTED ON PLAN. SEE DETAIL C, SHEET 2.
REMOVE EXISTING STREET LIGHT POLE, FOUNDATION, AOJACENT PULL BOX ANO CONDUCTORS AND BACKFILL.
RELOCATE EXISTING SIGNS TO NEW TELESPAR POST AS SHOWN ON SHEET 3. POLE AND FIXTURE TO BECOME
THE PROPERT!" OF THE CONTRACTOR.
"AS BUILT"
DATE P.E. ____ EXP. ___ _
REVIEWED BY:
INSPECTOR DATE
I SHEET j CITY OF CARLSBAD 137
l----+--+------------------+--+------11----+--I 1 ~ __ E_NG_I_N_EE_R_IN_G_D_E_PA_R_M_E_N_T __ ~ ~
INDEX OF SHEETS:
NO. DESCRIPTION
1. TITLE SHEET
2. TRAFFIC SIGNAL PLAN
3. SICNING AND STRIPING PLAN
T. Ir/ . "" ..... , t yV'-~ o:· 6~67 "'
p. 6/30/09 it
/VI\.
OF CAI.I'
TRAFFIC SIGNAL AT CALLE BARCELONA &: PASEO A v£LLANO
TITLE SHEET
OVED 'l , __;,
;;?
I
OWN BY: JTI< DRAWING NO. ! PROJE
CHKO BY: u DATE INITIAL DATE INITIAL DATE INITIAL FIELD BY: 6308 457•1 ~I REVISION DESCRIPTION L ________________________________________________________________________________________________ _jl,;L!:;NC:!_:"";,!:;•l!;tLR:_Of2,_' w~u;;:s!'.,KL ____ ..:.,.,::.:.:,:::;,,:_.:_::.:,:=.;.:..:=.:._ ____ .L:o~Tt;!HEl-'..:.*~'::!PR~o~vA~.L.L.,SCl~TY::.!!AF~-p;::Rc:;,:·,~•AL!a.JL.::;::::::::::::::::::::::::::..::::::::::::::::::::::::::;;;:.,:;;;;;::;:::;::::::::::::::::::J,a
CONDUCTOR SCHEDULE
AWG SIZE p POLE CONDUIT SIZE AND RUN /I
H 3• 3• 3• 3• 3 3• 3• 12-3 i 2-3· OR A OR & & & & & & CABLE TYPE s CIRCUIT &,£!& E
N0.14 CABLE POLE -A 2 2 2 2 2 2 2 2 2 2 2/2 , 2/2
C POLE -B 1 /1 1 /1 1/1 1/1 I 1/1
0 3 C POLE -C 1/1 1/1 1/1 1 /1 N
D 0 POLE -D 212 2/2 2/2 N u D POLE -E 1/1 1/1 1/1 C u T 12 C POLE -F 1/1 1/1 1/1 1/J_ ~ T 2
TOTAL CABLES -3 CON/12 CON 2/2 2/2 3/3 4/4 6/6 1/1 2/2 8/8 8/8
#10 IISNS 2 2 2 2 2 2 2 2
#B LUMINAIRES 2 2 2 2 2 2 2 2
#6 SIGNAL
TOTAL 4 4 4 4 4 4
VIDEO
COAX
POLE -A 1/1 1/1 f---+P-'OL=E-~B~--l---'---+----'--+f----'C.--f--'-,C----+-½'---+--+--+-1'-'-/~1 +·1/1 1 1 1 1 1 1 1 1 1/1
1 /1 1 /1 1/1
-(BELDEN
8281)
POLE -D 1/1 f/f 1/1
POLE -E 1 /1 1 /1 1 /1
VIDEO
POWER
(3#15) f----'=ToccT'"'A,-L-,-V"'ID:-::E:-::0---l---,-.,.,..-f---,--,,--+-,,--=--!-,--=-+-,,,..,,,-+--+-1/1 1/1 2 2 2/2 3 3 1 /1 4/4 4/4
~2 LOOP 1 & 2 2 2 2 2
LOOP 3 & 4 2 2 2 2
1 1
DLCM 1 1
1 1 1 1 1 1
08 EVO 1 1 1 1
TOTAL DLC 1 2 4 5 2 3 8 8
SIC 6 PAIR 20
TOTAL CONDUCTORS CABLES 11 11 16 20 27 4 13 36 36
NOTE:
1. ALL CONDUIT AND CONDUCTORS ARE NEW UNLESS OTHERWISE SPECIFIED.
2. SIC -SIGNAL INTERCONNECT CABLE
DETAIL A:
SIGNAL POLE LOCATION
N.T.S.
CALLE
APPROACHING
VEHICLES ----~----r--
@J DETAIL B:
EYPE DETECTOR MOUNTING
PHASE DIAGRAM
tl t2
' .. r <l----c>
11>5 06
_,,JI <l----c>
-..
DETECTOR SCHEDULE
)ETECTOf
NUMBER
1
2
3
4
PPB
PPB
PPB
PPB
EVA
EVB
EVC
EVD
FLASH
-3"C, 2-DLC
EYPE
DETECTOR
MAST ARM
STA1NLESS
STEEL BAND
PHASE SLOT FIELD
NUMBER TERMINAL
2 12U T2-5 & 6
2 12L T2-7 & 8
6 J2U T3-5 & 6
6 J2L T3-7 & B -----
2P 112L T8-4 & COM 6
4P 112L T8-5 & COM 6
6P 113U T8-7 & COM 9
BP 113L TB-8 & COM 9
2+5 J12U 19-4 & COM 6
4 J13U T9-7 & COM 9
1+6 J12L T9-5 & COM 6
8 J13L T9-8 & COM 9
-114U T8-10 & COM 12
20 0 20 40
1· = 20' GRAPHIC SCALE
03
11>7
NOT
USED
NOT
USED
,cU-.
Cl\\ll~t I
04
ti
08
tt
\t_\_l o eol
~ "' I
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~
60'
20'
l
20'
,.,
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PHASE SEQUENCE
i 1 +5 ~ ~:: ~ 2+6 H 4+81
SEQUENCE WITH CALLS ON ALL PHASES
t
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u I I z \ 0 u \
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1 2 I
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2"C, 2 SIGNAL
2#8 (LUMINAIRES)
2#10 (IISNS)
CONTROLLER DETAIL
N.T.S.
I • ft--· SD ----7--
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~,e', / ~ SEE CONTROLLER DETAIL,
TI-IIS SHEET I --z ~
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I P\l
I ~ I I ,= .~~ -ill ~ l -~~1.v-<i' ' "' I ~\\ T.
0 I (¼__ll\C I ")" -.. I Cf<~\\\l' ~S\ Ol'\\l\\ -.. ,;.-f} I L,;_ j "':;;;, '" -~•56 6 ~1 Exp. 6/30
20' 3 C/y\\,, ......
"' 60'
POLE SCHEDULE
LOC.
MAST ARM TRAFFIC SIGNALS PED SIGNALS PPB MAST ARM 1--~--+----~------+-----~--+--~-~
SIG. LUM. MOUNTING INOICA TIONS MOUNTING HASE QUAD
MAS 3-12" (RA.YA.GA)
MAS 3-12" (R,Y,G) 4P E 4P
LUMINAIRE
PLACEMENT
A r·B c 1.1.S.N.S.
0 26-4-100 40' 1 z· SV-1-T 3-12" (R,Y.G) 3/ SP-2-T 1---1---+----l 250W HPS 15.5' -"Poseo Avellano•
17-3-100 20' 12'
1-A
® 26-4-100 40' 12·
0 17-3-100 20· 12'
0 1-A
NOTES:
SV-2-TB
MAS
SV-1-T
SV-1-T
TV-1-T
MAS
MAS
SV-2-TB
MAS
SV-1-T
TV-1-T
3-12" (R,Y.G)
3-12" (R, Y.G)
3-12" (R,Y,G)
3-12" (R,Y,G~
3-12" (R,Y.G)
3-12" (RA,YA,GA)
3-12· (RA, YA.GA)
3-12" (R,Y,G)
3-12" (R,Y,G)
3-12· (R,Y,G)
3-12· (R,Y,G)
3-12" (R,Y,G)
3-12" (RA, YA,GA)
6P N 6P
SP-1-T 8P s 6P 250W HPS 15' -"Calle Barcelona"
SP-1-T 6P w 8P -15' . 3'
2P w BP
SP-2-T 250W HPS 14' 3' "Paseo Avellano•
BP s 2P
SP-1-T 4P N 2P 250W HPS 15' 3' "Calle Barcelona•
SP-1-T 2P E 4P -16' 3'
[
1 l ALL EQUIPMENT IS NEW UNLESS OTI-IERWISE SPECIFIED,
2 CONTRACTOR SHALL POTHOLE POLE FOUNDATIONS PRIOR
3 HIGH MOI.JNT ~2 INDICATION AT 17 FEET.
TO ORDERING POLES AND MASTARMS.
(4) HIGH MOI.JNT 06 INDICATION AT 17 FEET.
-185' TO
X~LK
. -· ___ ,
LEGEND:
VIDEO DETECTION ZONE .... VIDEO DETECTION CAMERA
ou,.------J
l(CII RC'~'I
p\l
SEE SHEET 3 FOR SIGNING AND STRIPING
-I MASTARM MOUNTED SIGN
--< E.V.P.E. DETECTOR
30"
30•
R3-4
(R.34 GA) (R73-2 CA)
[I] DETAIL C:
MASTARM MOUNTED SIGNS
N.T.S.
P.E, ___ _ EXP. ___ _
REVIEWED BY:
INSPECTOR
DATE
DATE
35•
1 sH2EET I . __ c_irv_o_F_c_AR_L_s_BA_o __ I ~LJEaETs I _ ENGINEERING DEPARMENT .,. ,
TRAFFIC SIGNAL AT CALLE BARCELONA &: PASEO A ,£LLANO
TRAFFIC SIGNAL PLAN
I lllllllEU\I ,
APPROVED · ··· -"i<.L----+ ,-. t
~Cl:::TY=EN:::G=:IN':=EE=:R':::::::",l=:""'=""::;-""-;:::=..-,::::=..
7
:::'~;_=:'~~.=~;E."::XP..:.;-~~3:--;/:3;1_/;1.=:0.=.=.==:::::::'::::.=~ ~
1----1---+------------------l----i---l----l.---l jDWN BY: JTK PROJECT NO. DRAWING NO. J
,_ _ __, ___ , CHKD BY: J
L-------------------------------------------------------------------------------------------------,.J!;~D~A~TE~~l~Nl~TIA~L:!;,L ____ __:.::.:.::.:.:.:...:.::.:.:::.:...::.:::.:. ____ _jl.2.!)~AIT!.,;~N~IT~IA~Lj_£)~A~~,!::!:~N~l~flA~L.i:~~E~g~~~--:::::::::::::..:::::::::~:::::::::::::::..!::::::~~~~~•1::::::::::J'~ REVISION DESCRIPTION ENGINllR OF WORK 011 ICR APP~OVAL CITY Ar>rRO\IAL
N.T.S.
SIGNING NOTES:
OJ INSTALL NEW SIGN ON NEW TELESPAR POST AS SHOWN.
0 INSTALL NEW SIGN ON EXISTING STREET LIGHT POLE AS SHOWN.
0 REMOVE EXISTING SIGN AND POST AS SHOWN.
RELOCATE EXISTING SIGN TO NEW TELESPAR POST AS SHOWN.
STRIPING NOTES:
@
®
@)
s
®
®
PAINT PER CAL TRANS DETAIL XX.
INSTALL 12" WHITE CROSSWALK, 1 O' INSIDE DIMENSION {THERMOPLASTIC).
REMOVE EXISTING CONFLICTING STRIPING AND MARKINGS BY GRINDING.
INSTALL PAVEMENT MARKING OR LEGEND INDICATED {THERMOPLASTIC).
PAINT RED CURB AS SHOWN.
PAINT BICYCLE DETECTOR SYMBOL PER CALTRANS STANDARD PLAN A24C.
SEE DETAIL 1, THIS SHEET.
W3-3 "SIGNAi AHF AD"
40 0 40 80
1·=401 GRAPHIC SCALE
---
EX!ST.
W14-2 .
"NO OU ILi:. 1·'.../
SIGN
-----
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L
EXIST.
R2-1 (30)
SIGN
L.F
?o· . I 20' ; S lf.ilU NAMl
I
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I r;
I
I
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I a SIGNS
/ f' ® 50 LF
I I ! J[ __
1 W3-3 ''SIGNAL AHEAD"
10"
12 .. r
• I
• I
BACK OF
·o ,~
• ,,.,
' 0 N
® DETAIL 1:
X-WALK
BICYCLE DETECTOR SYMBOL
N.T.S.
GENERAL NOTES -SIGNING & STRIPING:
1. THE CONTIRACTOR IS RESPONSIBLE FOR ALL SIGNING AND STIRIPING.
2. SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC
DEVICES (FHWA'S MUTCD 2003 REVISION 1, AS AMENDED FOR USE IN CALIFORNIA) AND Tl-!E CAL lRANS STANDARD
SPECIFICIATIONS (JULY 2002 OR LATEST REVISION), THESE PLANS AND THE SPECIAL PROVISIONS.
3. ALL SIGNING AND STRIPING IS SUBJECT TO THE APPROVAL OF THE CITY ENGINEER OR HIS REPRESENTATIVE
PRIOR TO INSTALLATION.
4.
5.
6.
7.
8.
9.
ANY DEVIATION FROM THESE SIGNING AND STIRIPING PLANS SHALL BE APPROVED BY THE CITY ENGINEER PRIOR
TO ANY CHANGE IN THE FIELD.
All SIGNING AND STRIPING SHALL BE REFLECTIVE PER CALTRANS SPECIFICATIONS. SlRIPING SHALL BE
REPAINTED TWO WEEKS AFTER INITIAL PAINTING. SIGNING SHALL USE ENCAPSULATED LENS REFLECTIVE
SHEETING (HIGH INTENSITY OR EQUAL) .
PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET STRIPING AND MARKINGS WITHIN A
500' PERIMETER OF THE CONSTRUCTION PROJECT OR OTHERWISE SPECIFIED WILL BE RESTORED TO A
"LIKE NEW" CONDITION, IN A MANNER MEETING THE APPROVAL OF THE CITY INSPECTOR.
EXACT LOCATION OF STRIPING AND LIMIT LINES SHALL BE APPROVED BY THE CITY ENGINEER OR HIS
REPRESENTATIVE PRIOR TO INSTALLATION.
CONTRACTOR SHALL REMOVE ALL CONFLICTING PAINTED LINES, MARKINGS AND PAVEMENT LEGENDS BY
GRINDING. DEBRIS SHALL BE PROMPTLY REMOVED BY THE CONTRACTOR.
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
THERMOPLASTIC UNLESS OTHER'MSE SPECIFIED.
12. FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM TO THE CALIFORNIA MUTCD (FHWA'S MUTCD 2003 REVISION 1,
AS AMENDED FOR USE IN CALIFORNIA) AND SAN DIEGO REGIONAL STANDARD DRAWING M-19.
13. All SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE CALIFORNIA MUTCD (FHWA'S MUTCD REVISION 1, AS
AMENDED FOR USE IN CALIFORNIA) UNLESS OTHE.RWISE SPECIFIED.
14. SIGN POSTS SHALL BE SQUARE PERFORATED STEEL TUBING WITH BREAKAWAY BASE PER SAN DIEGO
REGIONAL STANDARD DRAWING M-45.
15. WHEN A SIGN IS ATTACHED TO A POLE, IT SHALL BE MOUNTED USING A STANDARD CITY MOUNTING
BRACKET WITH STRAPS.
16. EXISTING SIGNS THAT ARE REMOVED SHALL BECOME THE PROPERTY OF THE CONTRACTOR.
17. "STOP" AND "STOP AHEAD" SIGNS AND PAVEMENT LEGENDS SHALL NOT BE REMOVED UNTIL TRAFFIC SIGNALS
ARE OPERATIONAL OR UNTIL DIRECTED BY THE CITY ENGINEER OR HIS REPRESENTATIVE.
18. NEW "SIGNAL AHEAD" SIGNS AND PAVEMENT LEGENDS SHALL NOT BE INSTALLED UNTIL TRAFFIC SIGNALS
ARE OPERATIONAL OR UNTIL DIRECTED BY THE CITY ENGINEER OR HIS REPRESENTATIVE.
18. ALL SIGNS SHOWN ON THESE PLANS SHALL BE NEW SIGNS PROVIDED BY AND INSTALLED BY THE
CONTRACTOR EXCEPT THOSE SIGNS SPECIFICALLY SHOWN AS EXISTING TO BE RELOCATED OR TO REMAIN.
"SIGNAL AHEAC"
0AS BUILT"
SEE SHEET 2 FOR TRAFFIC SIGNAL PLAN P.E.____ EXP.-··
DATE
~'t,fo. T . .t;~
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Ex . 6/30/09 ,t
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REV:EWED BY:
INSPECTOR DATE
I SH3EET I CITY OF CARLSBAD 137 ~ __ E_N_G_IN_E_E_R_IN_G_D_EP_A_R_M_E_N_T __ __, ~
TRAFFIC SIGNAL AT CALLE BARCELONA & PASEO AVELLANO
SIGNING & STRIPING PLAN
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