HomeMy WebLinkAboutDWG 457-2; 6307; TRAFFIC SIGNAL RANCHO SANTA FE AND AVENIDA LA CIMA; 01-03CITY OF OCEANSIDE
HIGHWAY 78
PACIFIC
OC[AN
NOT TO
SCALE
CITY OF CARLSBAD
TRAFFIC SIGNAL P N FOR
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RANCHO SANTA FE ROAD AND AVENIDA CIMA
I CITY OF VISTA
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CITY
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CITY OF
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PROJECT
LOCATION
VICINITY MAP
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PROJECT NO. 6307
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 DEPARThffNT OF TRANSPORTATION STANDARD SPECIFICATIONS (MAY 2006).
3. CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD PLANS (MAY 2006).
4. CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA'S MUTCD 2003 REVISION 1, AS AMENDED
FOR USE IN CALIFORNIA).
5. STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (2006 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 DETERMINE 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 WTH "TRAFFIC SIGNAL". ALL PULL BOXES SHALL BE NO. 5
UNLESS OTHERWISE SPECIFIED. MAXIMUM PULL BOX SPACING SHALL BE 200'.
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 AND PULL ROPE STUBBED OUT TO THE ADJACENT NO. 6 PULL BOX FOR FUTURE 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 AND 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 MARKINGS BY GRINDING.
13. THE CONTRACTOR SHALL NOT ERECT ANY SIGNAL STANDARD MORE THAN
TWO WEEKS PRIOR TO THE SCHEDULED TRAFFIC SIGNAL TURN-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.
INDEX OF SHEETS:
NO. DESCRIPTION
1.
2.
3.
TITILE SHEET
TRAFFIC SIGNAL PLAN
SIGNING AND STRIPING PLAN
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 BY
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 SURVEYOR OR REGISTERED CIVIL
ENGINEER AS REQUIRED BY THE LAND SURVEYOR'S ACT.
17. LIMIT LINES AND CROSSWALKS SHALL BE FIELD LOCATED.
1 B. TESTING OF CONTROL EQUIPMENT AND CABINET WIRING SHALL BE
ACCOMPLISHED AT A FACILITY DESIGNATED 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 TI-lE 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 ILLUMINATED STREET NAME SIGNS SHALL HAVE
TYPE IV P.E.C.
23. CONTRACTOR SHALL REMOVE AND REPLACE EXISTING 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 TURN PHASING OR IN THE CENTER OF THE APPROACH TRAVEL WAY ON
APPROACHES WITHOUT LEFT TURN PHASING. A MANUFACTURER REPRESENTATIVE OF
THE VIDEO DETECTION SYSTEM SHALL VERIFY VIDEO DETECTION CAMERA LOCATIONS
AND SYSTEM OPERATION PRIOR TO SIGNAL TURN-ON.
25. ALL NEW LOOPS DETECTORS SHALL BE TYPE "E". LOOP DETECTORS SHALL BE 6'
DIAMETER WITH 1 D' SPACING AND POSITIONED IN THE CENTER OF LANE UNLESS
OTHERWSE SHOWN.
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CONSTRUCTION NOTES:
INSTALL TYPE 170E CONTROLLER IN MODEL 332 ALUMINUM CABINET INCLUDING 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 Willi 27256 EPROM PROGRAMMING CHIP
TI-lE CABINET SHALL 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 NEMA 3R RATED
CABINET MOUNTED TO THE SIDE OF THE MODEL 332 CABINET PER CALTRANS 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 THE 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) AS 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 (HANDHOLE)
APPROXIMATELY 40 FEET EAST OF PROPOSED SERVICE CABINET PER SDG&E REQUIREMENTS.
CONDUCTORS BY SDG&E.
I]] INSTALL SINGLE-CHANNEL EMERGENCY VEHICLE PRE-EMPTION (EVPE) DETECTOR UNIT (OPTICOM MODEL
711 OR APPROVED EQUAL). SEE DETAIL B, SHEET 2.
(§] INSTALL DUAL-CHANNEL EMERGENCY VEHICLE PRE-EMPTION (EVPE) DETECTOR UNIT (OPTICOM MODEL
722 OR APPROVED EQUAL). SEE DETAIL B, SHEET 2.
INSTALL MAST ARM MOUNTED SIGN PER CAL TRANS STANDARD PLAN ES-7N, DETAIL "U". SIGN TYPE AS
NOTED ON PLAN. SEE DETAIL C, SHEET 2.
REMOVE EXISTING STREET LIGHT POLE, FOUNDATION, ADJACENT PULL BOX AND CONDUCTORS AND BACKFILL.
RELOCATE EXISTING SIGNS TO NEW TELESPAR POST AS SHOWN ON SHEET 3. POLE AND FIXTURE TO BECOME
THE PROPERTY OF THE CONTRACTOR.
@] INSTALL TYPE 1 PEDESTRIAN BARRICADE WITH TWO (2) R9-3A SIGNS (BACK TO BACK) PER CAL TRANS
STANDARD PLAN ES-7P.
DI RT "AS BUILT•
P.E. ___ _ EXP. ___ _
aoo .. 221 .. 2,00 REVIEWED BY:
Call 2 Full Working Dovs In Ad\lance INSPECTOR
DATE
DATE
TRAFFIC SIGNAL AT RANCHO SANTA FE ROAD &: AVENIDA LA CIMA
TITLE SHEET
APPROVED
~ .
CITY ENGINE RCE 28515 EXP. 3/01/10 ~ u
C
OWN BY: JTK PROJECT NO. DRAWING NO. ~
CHKD BY: ';'
DATE INITIAL DATE INITIAL DATE INITIAL FIELD BY: 6307 457•2 ,._
L-------------------------------------------------------------------------------------------...l~EN~G~1NE~E~R~O~F!w~oR~Kl....----~R:EV~l:Sl~O~N~D:E:S:C~R:IP~T:IO~N:.,_ ____ ~o~T~HE~R~A~PP~R~o~~iL~c~1T~Y~A~P?~R~cv~AiL.J.:;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;:_:;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;:_:;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;~~
L
CONDUCTOR SCHEDULE
AWG SIZE p POLE CONDUIT SIZE AND RUN If
H &l 3 \ t_) 3 \E) 3 1E) 2-3" OR A OR
CABLE TYPE s CIRCUIT ffi & & & E
N0.14 CABLES POLE - A - --- -2/1
C POLE - B -1/1 1/1 --1/1
0 3 C POLE - C 0/2 0/2 0/2 --0/2 N 0 D N POLE - D ----1/1 1/1 u D C 12 u~-T C 0 T R 2
TOTAL CABLES -3 CON/12 CON 0/2 1/3 1/3 -1/1 4/5
lf10 IISNS 2 2 2 - -2
/fB LUMINAIRES 2 2 2 - -2
/16 SIGNAL ---- --
TOTAL 4 4 4 --4
15 VIDEO POLE - A - ----1/1
F COAX POLE - B -1/1 1/1 - -1/1 u (BELDEN POLE - C 1/1 1/1 1/1 1 /1 ,El --
L,J 8281) POLE - D
-- ----
D VIDEO
0 POWER w
D (3/f16) 1 /1 2/2 2/2 3/3 > TOTAL VIDEO --
¢2 LOOP 1 & 2 -2 2 - -2
¢6 LOOP 3 & 4 - --2 2 2
,2+¢' EVA 1 1 1 --1
DLCM ¢4 EVB -1 1 --1
¢6 EVC 1 1 1 --1
TOTAL DLC 2 5 5 2 2 7
SIC 6 PAIR #20 - ---- -
TOTAL CONDUCTORS / CABLES 10 17 17 2 4 26
2-3"
&
2/1
1/1
0/2
1/1
4/5
2
2
-
4
1/1
1/1
1 /1
-
-
3/3
2
2
1
1
1
7
-
26
2"C, 2 6 SIGNAL
2#8 (LUMINAIRES
2#10 (IISNS)
I
I
I
I
/
/
/
I
I~
I
I
CONTROLLER DETAIL
N.T.S.
NOTE:
1. ALL CONDUIT AND CONDUCTORS ARE NEW UNLESS OTHERWISE SPECIFIED: (E)=EXISTING
2. SIC -SIGNAL INTERCONNECT CABLE
AB-121
ASTRO MINI-
BRAG OR
EQUAL
LEGEND:
r----7 VIDEO DETECTION ZONE L ____ _J
_.. VIDEO DETECTION CAMERA
-I MASTARM MOUNTED SIGN
--< E.V.P.E. DETECTOR
APPROACHING
VEHICLES
@J DETAIL B:
EVPE DETECTOR MOUNTING
N.T.S.
I [l'
9 :~
0/1 : ;"--1-:..-7
I
I B I -______ J
BCR
DETAIL A:
SIGNAL POLE LOCATION
N.T.S.
EVPE
DETECTOR
MAST ARM
STAINLESS
STEEL BAND
OJ
<XJ
RIW
R/W
RANCHO SANTA FE ROAD
WALL
DRIP
LINE
----R€\\'-I
----so----------so
----------
- -G
12"TREE
3011
R3-4
-------
3" C, 2-= DU: -;"'--.::..::::J
285' TO
X--WALK-
30"
30"
R3-18
@J DETAIL C:
MASTARM MOUNTED SIGNS
N.T.S.
36"
R73--2 CA
llLl
RISER
20"TREE
36"
DRlt_
LINE
DETECTOR SCHEDULE
)ETECTOI PHASE SLOT FIELD
NUMBER NUMBER TERMINAL
1 2 I2U T2-5 & 6
2 2 I2L T2-7 & 8
3 6 J2U T3-5 & 6
4 6 J2L T3-7 & 8
~
PPB 4P I12L TB-5 & COM 6 -
PPB 6P I13U T8-7 & COM 9
EVA 2+5 J12U T9-4 & COM 6
EVB 4 J13U T9-7 & COM 9
EVC 6 J12L T9-5 & COM 6
FLASH -I14U TB-10 & COM 12
5 60'
'-,
20' -1 °'
'l,C_ ,.
CABINll I
I
TELE I
I CABINET ---t-ill
SDG&E_ I
VAIii T I
I
"' I 0-WAL I -/ I 04
[ill]--/ \ I r7 \ I
PILASTER \ I I I I
I I I I
( I YP) / I I I
SfF CONTRO~ '-
I ,. I I
I I I flFTAIL, THIS SHEET I I I I t I PILASlfR I (TYP) I I
6"TREE 041 I I
.I J
20·
~ ~
~
~ ~ ~
~
5 --...__
IRG O I
B
IRd
"i PB\
3'
u z 8
1 "' a
IRG PE
0::
0 \RGV
POLE SCHEDULE
MAST ARM TRAFFIC SIGNALS PED SIGNALS PPB
LOC. MAST ARM ' LUMINAIRE
SIG. LUM. MOUNTING INDICATIONS MOUNTING iPHAS QUAD PHAS
0 MAS 3-12" (R, Y,G) 4P E 4P
19-3-100 25' 12' SP-2-T 250W HPS
SV-1-T 3-12" (R, Y,G) SP N 6P
® MAS 3-12" (R,Y,G)
19-3-100 25' 12· , 3-12" (R,Y,G) SP-1-T 4P E 4P 250W HPS
SV-2-TB 3-12" (R,Y,G)
MAS 3-12" (RA,YA,GA)
0 MAS 3-12" (R,Y,G)
26-4-100 40' 12· 3-12" (R,Y,G) 250W HPS
SV-2-TB 3-12" (R,Y,G)
SV-1-T (3) 3-12" (R,Y,G) (3)
® 3-12" (RA,YA,GA)
TYPE I-C N-2-T SP-1-T 6P N 6P
3-12" (R, Y,G)
NOTES:
(1) ALL EQUIPMENT IS NEW UNLESS OTHERWISE SPECIFIED.
(2) CONTRACTOR SHALL POTHOLE POLE FOUNDATIONS PRIOR
(3) HIGH MOUNT ¢6 INDICATION AT 17'.
TO ORDERING POLES AND MASTARMS.
PHASE DIAGRAM
PLACEMENT 1.1.S.N.S.
A B C
15' -3' "Avenida La Cima"'
SEE 8' "Rancho Santa Fe Rd" PLAN
SEE 7' "Avenida La Cima " PLAN
-16' 3'
¢1 ¢2 ¢3 ¢4 ❖ PHASE SEQUENCE
PILASTER
-(TYP)
~
~
NOT
USED
¢5
_/
NOT --► USED
!116 ¢7
-<J----1>
◄ NOT
USED
EXIST. 3"C, 2-DLC
DRIP
LINE
=-:_ 7.__:_ -RCW-------RCW-------RCW----
...I 06 ----
HIGH DRIP LINl
---------------
CONC WALK
¢8
ii
~
NOT ~
USED
285' TO
L:MIT LINE
(TYP)
06
---RC-W--. ~ ----RC\'/
I 2+s H 2+s H 4
SEQUENCE WITH CALLS ON ALL PHASES
1/)
' ,J
:l'. <( >
N n
1/l
CJ
[l'
<( >
CONC WALK
I [BQ_Vo _IR 9 --a--0~ R/W
24"BEE 24''TRff
I 1
R3--I ....
79' Ci_
'2"TREE 12" INEE 16"TRc[
•AS BUILT"
SEE SHEET 3 FOR SIGNING AND STRIPING DATE
EXP. __
REVIEWED BY:
INSPECTOR DATE
--------+---_---!+_-_-_-++-=._----1~-=--=---I I SH2EET I CllY OF CARLSBAD 137 ENGINEERING DEPARMENT ~ ~===--================='--'=~ TRAFFIC SIGNAL AT RANCHO SANTA FE ROAD & AVENIDA LA CIMA
TRAFFIC SIGNAL PLAN
20 40
Afc'>ROVED
C-l~TY'llEN,l&IGI ... NE!::EC::R G--~""""l,JR<(,G!.,E ..,__2s-ili'' EXP. 3/31/10 7~
--+----4--+-----l ~====±~;:-=-=-=-=-=-=-=-=-=-=~'-':======~ OWN BY: JTK PROJECT NO. DRAWING NO.
111 = 20' GRAPHIC SCALE
DATE INITIAL
ENGINFER OF WCRK REVISION DESCRIPTION
CHKD BY:
FIELD BY: f"JATF INITIAL DA It INITIAL
OIHtH APP~OVAL CITY APPROVAL
6307 457-2
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SIGNING NOTES:
[!] INSTALL NEW SIGN ON NEW TELESPAR POST AS SHOWN.
[I] REMOVE EXISTING SIGN AND POST AS SHO'M'-l.
0 RELOCATE EXISTING SIGN AND POST TO NEW LOCATION AS SHOWN.
STRIPING NOTES:
@ PAINT PER CALTRANS DETAIL XX.
@ INSTALL 12" WHITE CROSSWALK, 10' INSIDE DIMENSION (THERMOPLASTIC).
@ INSTALL 12" WHITE LIMIT LINE (THERMOPLASTIC).
@ REMOVE EXISTING CONFLICTING STRIPING AND MARKINGS BY GRINDING.
® INSTALL PAVEMENT MARKING OR LEGEND INDICATED (THERMOPLASTIC).
@ PAINT RED CURB AS SHOWN.
CAMINO
MONTEGO
·-
W.7,-3 1 I 50'--~)
EXIST. R2 -1 GR
( 45 MPH) -E_XIST. 9,1 700 I .F RB .la/RB1
40 0 40 BO
' ~~-
GRAPHIC SCALE
V' • ' '"
-I I' I ,~
~----
I flJJIIUI
501 .. ~
I """ " ' tr .A "'ct ,.__CJ %,-,
3 W4-7
RB-3□/R81
I
'" -------------
GENERAL NOTES -SIGNING & STRIPING:
1. THE CONTRACTOR IS RESPONSIBLE FOR ALL SIGNING AND STRIPING.
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-IE CALTRANS STANDARD
SPECIFICIATIONS (MAY 2006 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. ANY DEVIATION FROM THESE SIGNING AND STRIPING PLANS SHALL BE APPROVED BY THE CITY ENGINEER PRIOR
TO ANY CHANGE IN THE FIELD.
5. ALL SIGNING AND STRIPING SHALL BE REFLECTIVE PER CALTRANS 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 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.
7. EXACT LOCATION OF STRIPING AND LIMIT LINES SHALL BE APPROVED BY THE CITY ENGINEER OR HIS
REPRESENTATIVE PRIOR TO INSTALLATION.
B. CONTRACTOR SHALL REMOVE ALL CONFLICTING PAINTED LINES, MARKINGS AND PAVEMENT LEGENDS BY
GRINDING. DEBRIS SHALL BE PROMPTLY REMOVED BY THE CONTRACTOR.
9. ALL PAVEMENT LEGENDS SHALL BE THE LA TEST VERSION OF THE CAL TRANS 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 OTHERWISE 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 OTHER'MSE 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 'MTH 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.
1 B. 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.
0AS BUILT"
SEE SHEET 2 FOR TRAFFIC SIGNAL PLAN I P.E. ___ _ EXP. ___ _
REVIEWED BY:
INSPECTOR
DATE
DATE
-,f--------+----+---+-----< I SH3EET I CITY OF CARLSBAD 137
ENGINEERING DEPARMENT ~ ~~--'================='-'=~ TRAFFIC SIGNAL AT RANCHO SANTA FE ROAD & AVENIDA LA CIMA
-------------+---+----+---+-----' SIGNING & STRIPING PLAN
I.6f;PROVED
--------------+---+--+--f-------------1 I~!<._.;,,~ I,.,~ .. ::\-~")-~_ --,t,:~ 1 ,s1, ''""'-; -~,k,=-;c---=--=~ _ 7 /?/ of!>
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