7793 - - - - - ---------------------------------------------------------------------------------------------------- - - -----------------------------------------------
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GENERAL NOTES CONSTRUCTION NOTES:
1. THE LOCATION OF ALL UNDERGROUND UTILITIES IS APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE DEPTH OF ALL UTILITIES, CONDUCTOR SCHEDULE FURNISH
AND INSTALL TYPE 170E CONTROLLER WITH 233 MC1 INTERSECTION PROGRAM ON 412C PROM MODULE, IN MODEL 332 ANODIZED
INCLUDING THOSE NOT SHOWN ON THESE PLANS AND VERIFY ALL CONDITIONS OF THE JOB. AWG SIZE POLE OR 1 2 3 4 ALUMINUM CABINET ON
NEW FOUNDATION PER STANDARD PLANS ES-3C. CABINET SHALL BE EQUIPPED WITH TWO MODEL 752 DUAL PRIORITY
CIRCUIT DISCRIMINATOR CARDS, INTERNAL LIGHT, FRONT AND REAR DOOR SWITCHES, PULL OUT DOCUMENT DRAWER, AND BEST LOCKS.
CABINET SHALL
2. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ALL UTILITIES AND AGENCIES AT LEAST 48 HOURS IN BE WIRED FOR
RED MONITOR CAPABILITY. CABINET SHALL BE EQUIPPED WITH NEW RELAYS, LOAD SWITCHES, 242 ISOLATOR CARDS, 2010
ADVANCE OF CONSTRUCTION. A- 1.11
ECLIP CONFLICT MONITOR, AND RENO MODEL 1101 DETECTOR SENSOR UNITS.3. ALL LOOPS SHALL BE 6' DIAMETER (UNLESS
NOTES OTHERWIDE) TYPE E WITH 10' SPACING IN THE DIRECTION OF TRAVEL AND CENTERED IN TRAVEL LANE. POLE 2❑ INSTALL TYPE III BF SIGNAL AND
LIGHTING SERVICE PER SDG&E REQUIREMENTS. PROVIDE 50A-1P SIGNAL METERED CIRCUIT BREAKER, 15A-1P
LOOP SEALANT SHALL BE HOT MELT OR APPROVED EQUAL. SEE STANDARD PLAN ES-5A AND ES-5B FOR DETAILS. LOOP WIRE SHALL 1 1 I.I.S.N.S. UNMETERED
CIRCUIT BREAKER AND 240V 30A-2P UNMETERED LIGHTING CIRCUIT BREAKER, SEE STANDARD PLAN ES-2E FOR DETAILS.
BE TYPE 1WITH TYPE B LEAD IN CABLE. FRONT LOOPS SHALL HAVE 5 TURNS. ALL OTHER LOOPS SHALL HAVE 3 TURNS. MULTI#14 POLE O 1 1
3� INSTALL NEW TESCO BATTERY BACKUP SYSTEM AND ALL COMPONENTS IN STAND ALONE CABINET. CABINET AND COMPONENTS
ARE TO BE
4. ALL PULL BOXES ARE NUMBER 5, AND CONDUIT IS 2 INCH UNLESS NOTED OTHERWISE. 3/12 _ _ COMPATIBLE WITH THE TESCO SYSTEM
AND SHALL BE ETHERNET COMPATIBLE.
POLE O 1 1
5. ALL SIGNAL HEAD SHALL BE TWELVE-INCH IN DIAMETER WITH BACK PLATES AND GLASS LENSES. 4. MINIMIZE DISTURBANCE TO EXISTING
LANDSCAPING, BUSH, AND ICB. EXISTING FEATURES DAMAGED BY CONSTRUCTION SHALL BE REPLACED IN KIND.
6. PEDESTRIAN HEADS AND SIGNS SHALL BE INTERNATIONAL SYMBOLS. PEDESTRIAN SIGNALS SHALL BE AUDIBLE POLARA NAVIGATOR WITH POLE p 1 5.
CONSTRUCT A SINGLE PAD FOR THE 332 CABINET, SERVICE CABINET, AND BBS CABINET.
COUNT DOWN TIMER. PEDESTRIAN PUSH BUTTONS SHALL BE POLARA NAVIGATOR ACCESSIBLE PEDESTRIAN PUSH BUTTONS AND A MAXIMUM \ 1
HEIGHT OF 42 INCHES PER ADA REQUIREMENTS. 6. ALL SIGNAL POLES AND MAST ARMS SHALL BE ORNAMENTAL TAPERED STEEL
TRAFFIC CONTROL STRUCTURES. GREEN COLOR WITH "J" STYLE
TOTAL CABLES-3 CON 112 CON 1 1 2 1 2 4 10. LUMINAIRE WITH 110 TYPE GLOBE PER THE CITY OF ENCINITAS
DECO POLE STANDARDS.
7. ALL TRAFFIC SIGNAL POLE FOUNDATIONS SHALL HAVE A 3-INCH CONDUIT INSTALLED TO THE ADJACENT NO. 5 PULL BOX.
#10 LUMINAIRES - 2 2 FURNISH AND INSTALL WIRELESS ETHERNET RADIO WITH INTEGRATED ANTENNA (UBIQUITD ON TRAFFIC
SIGNAL POLE. EXACT ANTENNA
8. THE TRAFFIC SIGNAL CONTRACTOR IS RESPONSIBLE FOR THE LAYOUT AND INSTALLATION OF LOOP DETECTORS, TRAFFIC STRIPING, PAVEMENT LOCATION
SHALL BE BASED ON SIGNAL STRENGTH FIELD SURVEY PERFORMED BY THE CONTRACTOR. FINAL ANTENNA LOCATION SHALL BE
MARKINGS, PARKING REMOVAL AND TRAFFIC SIGNING (EXCEPT STREET NAME SIGNS) AS SHOWN ON THESE PLANS. 02 DETECTOR - 4 - 4 APPROVED BY
THE ENGINEER. FURNISH 2 ANTENNAS & RADIOS FOR A COMPLETE SYSTEM.
8G. THE TRAFFIC SIGNAL CONTRACTOR SHALL OBTAIN THE APPROVAL OF THE TRAFFIC ENGINEERING DIVISION OF THE LOOP LOCATIONS PRIOR TO TYPE"B"DLC �
FURNISH AND INSTALL CISCO IE30008TC SWITCH. PROVIDE CAT 5 ETHERNET CABLE AND ALL APPURTENANCES NECESSARY FOR A FUNCTIONAL
CUTTING AND THE STRIPING, PAVEMENT MARKINGS, PARKING REMOVAL AND SIGN LOCATIONS PRIOR TO PAINTING AND INSTALLATION. (n6 DETECTOR - _ 2
SWITCH.
8b. THE TRAFFIC SIGNAL CONTRACTOR SHALL INSTALL PARKING REMOVAL WITH AGENCY APPROVAL SO THAT ADVANCE NOTICE TO ADJACENT 9\ FURNISH
AND INSTALL PELCO HD IF CAMERA (S5118-EG1) WITH ALL MOUNTS, ADAPTORS, AND CONDUCTORS NECESSARY FOR OPERATION.
PROPERTY OWNERS CAN BE MADE BY THE TRAFFIC ENGINEERING DIVISION.
CALTRANS CAT 5 CABLE - - - 2 FURNISH AND INSTALL 3" SERVICE FEED CONDUIT WITH PULL ROPE IN #5 BOLT DOWN PULL BOX.
CONNECTION FROM POWER POLE TO PULL
8c. THE TRAFFIC SIGNAL CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL OF ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS BY SANDBLASTING. BOX
BY SDG&E FORCES. COMPLETE RUN TO SVC PEDESTAL WITH 2 #6 CONDUCTORS. COORDINATE WITH SDG&E SERVICE PLANNER.
9. FLASHING SIGNAL OPERATION SHALL BE RED ON ALL PHASES. PEDESTRIAN SIGNALS SHALL BE BLANK DURING FLASH OPERATION. E\/PE 3#20 GABLE 2 2
2 4
11. FURNISH AND INSTALL DIGI170E NETWORK CARD.
IISNS#10 2 2 2 2
10. ALL TRAFFIC SIGNAL IMPROVEMENTS SHALL BE INSTALLED IN COORDINATION WITH THE SIGNING AND STRIPING CONTRACTOR. SIGNAL COMMON #8 1 1 1 1
12. INSTALL 1 SPARE 3" CONDUIT WITH PULL ROPE.
11. ALL SIGNAL AND PEDESTRIAN HEADS SHALL BE LED TYPE. PEDESTRIAN HEADS SHALL BE COUNTDOWN. NUMBER OF 1 2 1 2 13. INSTALL
NEW 6' DIAM. TYPE E DETECTOR LOOPS.
CONDUIT SIZE CONDUITS 14. SEE SHEET SP-01 AND SP-02 FOR SIGNING AND STRIPING AND SHEET GP-04 FOR CIVIL WORK
AT RAMPS.
POLE SCHEDULE*
SIZE 3" 3' 3' 3"
STANDARD LUMINAIRE PLACEMENT VEH SIG MTG PEDESTRIAN
PEDESTRIAN SIGNAL PUSH BUTTON IISNS ROUND CORNERS
TO REDUCE WEAR R
MAST LED ��� OF LOOP WIRE USED 2 USED �'
NO. TYPE HGT- SIG.MA LUM. MA * STA OFFSET ARM POLE SIGNALMTG- 0 QUAD j �1�2.�) 2 b 4
A 27-3-100 17' 30' 31+21.9 35.8'RT 2 MAS SV 1 T - Swami's Ped Xing END I(�/ /a�Q�y/il DIRECTION \ NOT
4- NOT NOT
B 15TS 30' - 15' 250W 30+49.2 36.2'RT - SV-2-T SP-1-T 4 N l_�/' OF TRAVEL USED 6 USED
USED
START \
C 27-3-100 17' 40' - - 29+97.1 47.8'LT MAS SV-1-T - - - Swamis Ped Xing MODIFIED TYPE "E" NOTES
BICYCLE 1-LOOP DIAMETER
D I 21TS 1 35' - 15' 250W 30+72-9 31 21T SV-2-T SP-1-T 4 S -� LOOP IS 3'(TYPJ PROPOSED PHASE
DIAGRAM
NOTES: DETECTOR IS DDeTHM1NF CUT
2006CALT RAINS STANDARD PLANS&SPEC IFICAT IONS APPLY PLAN DRAWING SAWCUT & WINDING DETAIL DETAIL "A"
IISNS- INTERNALLYILLUMINATED STREET NAME SIGN. NITS
* ORNAMENTAL POLES PER CITY SPECIFICATIONS-UNION METAL CORP. EXIST POWER POLE EXIST SIGN
** ALL POLE LOCATIONS ARE TO BE STAKED WITH THE ENGINEER PRIOR TO FOUNDATION WORK. EXISTING GUY WIRE R2-1 (50) 4 1 8 NEW
3"C 2#6 SERVICE
TO REMAIN AS IS IF TO BE REMOVED EXIST OHE 7 9 2 185' TO
POSSIBLE. RE-ANCHOR IF 10 NEW 3" C # ADVANCED DETECTION EXIST POWER POLE LIMIT LINE
NECESSARY. 2#6 SERVICE 6 3 #P21813
2N C, 2 DLC 2" C, 1 DLC
G� D
- EXaST- MASONRY WALL 2.1 (50
----- #5 ; _ ,l#5 EXIST DROP INLET _ d RW-120 #5
\ - `rr"r( ®_--_ --_--- - EXIST WALL
L&I\ - - - EXIST C&G SIDEWALK - - -
� EX ST OHE '
-- - - _C_ -_ - ` I #6 EXIST C&G -
- - h - EXISTING BIKE PATH W, _ _ yl g 1 - „ { I
.. w, ,r A - w
EXIST 6" WATER -/ EXIST BERM PARKING LANE 10 A NEW 3"C j EXIST 6" WATER
DETAIL A BBS CONDUCTOR EXIST BERM
- -- - - - -- - -- -- 1 - -- -- - - -
4P _ -_
BIKE LANE y 8 - - - -- NEW -3 C
EXIST GAS « �5
I \
"A"
EVC 2#10 IISNS EXIST GAS 1
s
LIMIT TLOINE 14 DETAIL o6 12 2 I MODIFIED TYPE "E" 3 5 v°ham
3' DIAM. A
-
__.. .
?7+OC 28+00 2 1
� 29+00 30+00 31+00 o „ 00 _
(45 MPH) 2 I EVA DETAIL A I EXIST 6" WATER
SCOAST HWY 101 2 32+ S COAST HWY 101 . �.
1
10, 3 aj 12' MODIFIED TYPE "E' o2 DETAIL "All
3' DIAM.
( RA
_ I 8 '' 4 EXIST 18" SD
BIKE LANE
5T- °s _ ;-----------------�------ - - - -
- - - --_f,�uy = - - W3 1 -------------- \ i
- - 6 _ _ 020 ;
- 3 � - - _ _ - - -°
�� R8 A '- - �_ -�- «5 COASTER 7 -
r 2 C, 1 DLC 5T R4 2 (sot T #
7 5 R81(CA) ss
C, 3 DLC J 2" DLC B ti_ 3 �� s
2 � SIGN
C 4 -
a FACE OF POLE DETAIL "All A EXIST BUS STOP 20 10 0 20 40
TO BE SETBACK 2-3 FT TO BE REMOVED
FROM FACE OF CURB SCALE 1 "= 20'
DESIGNED BY DATE
WILSON QaOFESSI0N4 ELM 8-15-12 CITY OF ENCINITAS ENGINEERING DEPARTMENT SCALE
�����G T M��c,F"� PDg '° 'MPR°CEMENT SANTA FE DRIVE PEDESTRIAN UNDERPASS AS SHOWN
2 9-12-12 POLE SCHEDULE MODIFICATIONS ELM MTM TBJ &COMPANY w y A DRAWN BY g_15-12 PLANS EoR:
NAB RECOMMENDED APPROVED B �+�+ �a
3 PEDESTRIAN CROSSING AND SIGNAL CHECKED BY PEDESTRIAN CROSSING CONTRACT No.
1 8-17-12 NAB MTM TBJ 8-15-12 1143800
MODIFICATIOVS 625 E.CARNEGiE DRIVE sTe.,00 s No. 678 1 MTM ^J ,
SAN BERNARDINO,CALIFORNIA 92408 T ( AN® SIGNAL PLAN
PHONE(909)806-8000 9r CIVIL ��° BY:�.CWy BY: DRAWING N0. SHEET N0.
NO. DATE REVISIONS BY CHK APRV T D : 909 806_8099 F OF CAL F0� PMTM ENG- 8-15-12 San Diego's Regional Planning Agency
ROBERT BL°B°H GREG GELDS
o a DATE: DATE: PC-01 62
1007 SUBMITTAL SET AUGUST 2012 FOR REDUCED PLANS 0 1 2 3
ORIGINAL SCALE IS IN INCHES
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CONSTRUCTION NOTES:
INSTALL 24" WHITE LADDER STYLE CROSSWALK
Fil
EXIST SIGN R2-1(45) EMOVE EXISTING R81(CA) (PAINT) 6 FT ON CENTER, SEE DETAIL
Qz f 4or A.
INSTALL BIKE LANELINE PER CALTRANS STANDARD
PLAN A20D, DETAIL 39.
V;1 , 111,I,
IN'T
INSTALL
END INSTALL DOUBLE YELLOW LINE PER CALTRANS
STANDARD PLAN A20A, DETAIL22.
o
L INSTALL WHITE DASHED LINE PER CALTRANS
STANDARD PLAN A20A, DETAIL 9.
INSTALL WHITE CHANNELIZING LINE PER CALTRANS
STANDARD PLAN A20D, DETAIL 38B.
"r,"'AF
INSTALL LEFT EDGE LINE PER CALTRANS
STANDARD PLAN A20B, DETAIL 29.
Flo
INSTALL RIGHT EDGE LINE PER CALTRANS
STANDARD PLAN A20B, DETAIL 27B.
"'e-DW
INSTALL 2 FT WIDE THERMOPLASTIC STOP LINE
..........
COASTER'-' w agg"A gm-
ACROSS WIDTH OF TRAVEL LANE AND BIKE LANE.
02�
SAII GII
vv�3-1— C7�
t INSTALL BIKE LANE SYMBOL WITHOUT PERSON PER
CALTRANS STANDARD PLAN A24C.
T,
CD
INSTALL TYPE VI ARROW RIGHT LANE DROP ARROW
j PER CALTRANS STANDARD PLAN A24A.
iWDI,,'11'� INq
MO
20
11. INSTALL BIKE LANE LINE PER CALTRANS
PAINT (THERMO NOT ACCEPTABLE)
ANS STANDARD PLAN A20D, DETAIL 39A.
4
2 INSTALL CROSSWALK STRIPING ACROSS SAN ELIJO
4 61 DR TO MATCH CURRENT DESIGN.
S
C,V 2 "ili I::" -
INSTALL BICYCLE LOOP DETECTOR SYMBOL PER
V-
Ift, , � � 7�& IE
�k
CALTRANS STANDARD PLAN A24C.
-�V
"0 NOTES:
tw*g
ETAIL A
I SLURRY SEAL TYPE III C2 PG 64-10 SOUTHBOUND
NkSil",;�A, 101 WITHIN LIMITS OF WORK, AND SLURRY SEAL
V`C�-I"Its,
SPEED 101 COMPLETE WITHIN 200 FEET OF NEW SIGNAL.
SIGNAL DO
LIMIT
u
30 2. FRESHEN ALL EXISTING STRIPING AND PAVEMENT
TS
AHEAD NOT MARKINGS THAT IS TO REMAIN WITHIN LIMI
ZONE
E0 11 �17 OF WORK.
-'mffi �A [L5j PASS BIKE LANE
....... AHEAD,,
-R
40 20 0 40 80
W3-3 W3-3a(CA) W3-1
R2-1 (45) W4 -2 R4-1 R81 (CA)
R2-4(30)(CA)
R,
SCALE 1 //- 40/
DESIGNED BY DATE
P�OVESSJGA, CITY OF ENCINITAS ENGINEERING DEPARTMENT SCALE
ELM 8-15-12
4,
1w/ PUBLIC IMPROVEMENT
R SANTA FE DRIVE PEDESTRIAN UNDERPASS
WILSON V DRAWN BY 8-15-12 AS SHOWN
I y- PLANS FOR*
NAB RECOMMENDED APPROVED
&COMPANY CONTRACT NO.
CHECKED BY PAVEMENT DELINEATION 1143800
PAVEMENT DELINEATION AND SIGN
1 8-15- 2
1 8117/12 NAB MTM TBJ No. 678 1 MTM
MODIFICATIONS 625 EL CARNEGIE DRIVE STE.100
SAN BERNARDINO,CA-IFORNIA 9240a
1; CIVIL Qtbj
PHONE:(909)806-8000 BY: BY: DRAWING NO. SHEE NO,
(909)806-8099 AND SIGN PLAN
E N C T D OF CAI-,�G RJ. ENG. B-15-12 K=�Nf�nr,A
was- ttur" , I
DA TE REVISIONS BY CHK APR San Diego's Regional Planning Agency ROB I LjLuUUH I GREG/fALDS
MTM 2-?-#A
DATE: SP-01 65
10OX SUBMITTAL SET AUGUST 2012
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