HomeMy WebLinkAboutTR 31920-1 TRAFFIC SIGNAL MOD LAKESHORE & DIAMOND 19-120 GENERAL TRAFFIC SIGNAL AND LIGHTING NOTES
1. ALL WORK, MATERIAL, AND EQUIPMENT SHALL CONFORM TO THE REQUIREMENTS OF THE 9. PEDESTRIAN PUSH BUTTONS SHALL BE 2" CIA. (MIN.) ADA COMPLIANT,VIBRATORY AUDIBLE, APS l CONDUCTOR SCHEDULE
CALIFORNIA DEPT. OF TRANSPORTATION, STANDARD PLANS AND STANDARD SPECIFICATIONS BUTTONS WITH INTERNATIONAL SYMBOL SIGN PLATE PER CALTRANS SIGN SPECIFICATIONS R62D. rSU / AWG, RUNS
(LATEST EDTION), THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CA MUTCD) (LATEST ACCESSIBLE PEDESTRIAN SIGNAL (POLARA APS) SYSTEM SHALL BE INSTALLED PER CALIFORNIA CIRCUIT 1 3 4 5 6 7 8 9
EDITION), COUNTY OF RIVERSIDE STANDARDS AND SPECIFICATIONS, AND THE SPECIAL PROVISIONS MUTCD SECTIONS 4E.09, 4E.10, 4E.11 AND 4E.12. CABLE TYPE
FOR THIS PROJECT. O A POLE A
10. ALL NEW CONDUIT SHALL BE 2" PVC UNLESS OTHERWISE SHOWN. ~ Odc POLE B -
2. UTILITIES SHOWN ON THESE PLANS ARE CORRECT AND ACCURATE TO THE EXTENT OF AVAILABLE �h V�3R" / POLE C
RECORDS AND KNOWLEDGE. THE CONTRACTOR, HOWEVER, IS REQUIRED TO ASCERTAIN THE EXACT 11. CONTRACTOR SHALL PLACE CONDUIT BY JACKING OR DRILLING UNLESS OTHERWISE'APPROVED BY `� .3 /12
POLE D - - -
LOCATION OF UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MAY DAMAGE SUCH CITY ENGINEER OR HIS REPRESENTATIVE.
FACILITIES OR INTERFERE WITH THEIR SERVICE. THE CONTRACTOR.SHALL BEAR THE TOTAL EXPENSEPOLE E - - -
OF REPAIR OR REPLACEMENT OF ANY UNDERGROUND FACILITIES DAMAGED BY HIS OPERATION. 12. ALL TRAFFIC SIGNAL DETECTION, SIGNING, PAVEMENT MARKINGS, AND STRIPING SHALL BE POLE F - -
PHONE UNDERGROUND SERVICE ALERT (USA) A MINIMUM 48 HOURS IN ADVANCE. COMPLETED PRIOR TO TRAFFIC SIGNAL ACTIVATION. X POLE G _ _ - -
3. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ALL UTILITY COMPANIES 13, CONDUCTORS SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDELINE ONLY. IT SHALL BE THE POLE H
AND UNDERGROUND SERVICE ALERT A MINIMUM OF 48 HOURS PRIOR TO START OF CONSTRUCTION. CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS REQUIRED FOR THE TOTAL CABLES 3 1 2 3 8 4 1 1 2 1
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE ALL PHASES OF INTENDED OPERATION. 0 12 1 2 3 8 4 1 i 2 i
CONSTRUCTION WITH THE VARIOUS UTILITY COMPANIES INVOLVED. l / t CONXWOR CABLE 8 MR C i F)QD - - 100 1" - 1 00 -
14. ALL WIRING AND EQUIPMENT SHALL BE MARKED (TAGGED) WITHIN THE CONTROLLER CABINET FOR / / #2 LLS.N.S. 2 2 2 2 4 - 2 -
4. ALL TRAFFIC SIGNAL EQUIPMENT SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR PHASE IDENTIFICATION. /0•. / #6 SIGNAL POWER - - - 2 2 2 - - -
UNLESS OTHERWISE SPECIFIED. lbLUMRJAIRES 2 2 2 - 2 4 - 2 -
15. UNDERGROUND SIGNAL LIGHT CONDUCTORS SHALL NOT BE SPLICED. 0• / �I #10 COMMON 1 1 1 1 1 1 1 1 1
5. ALL NEW RED, YELLOW, AND GREEN SIGNAL INDICATIONS, PED INDICATIONS, AND LLS.N.S. SHALL BE 7 - -
LIGHT EMITTING DIODE (LED). SIGNAL LENSES SHALL BE 12' WITH METAL HOUSING, VISORS, AND 16. SEE CALTRANS STD. PLAN ES-1A AND ES-1B FOR SYMBOL ABBREVIATION LEGEND. ?' VIDEO DETECTION CABLE i 1 3 4 1 - 1
LOUVERED BACKPLAT
71 VIDEO DETECTOR POWER CABLE 1 1 3 4 1 -
17. ALL SALVAGED EQUIPMENT NOT REUSED SHALL BE DELIVERED TO THE CITY OF LAKE ELSINORE 79 OPTICOM DETECTOR CABLE MODEL#138 i 1 3 4 1 - - 1 -
6 NTHE EW POLES SHALLOF SIGNAL
N BE DETERMES HOWN ON THE FIELD BY LAN IS ENGINEER.
THE EXACT LOCATION OF YARD, CONDUIT SIZE 3" 3" 4" -4' 3" 2" 2" 3" 2"
/ / CONDUIT FILL PERCENTAGE 7% 21% 24%24%37%23%22% 21% 6%
18. VIDEO DETECTION.CAMERAS SHALL BE MOUNTED ON SIGNAL MAST ARMS WITH SIX-FOOT EXTENSION
7. STREET NAME SIGNS SHALL BE EDGE-LIT IISNS, WHITE LETTERS ON BLUE BACKGROUND WITH CITY POLES WITH ASTRQ BRACKETS. FINAL LOCATION SHALL BE DETERMINED IN THE FIELD BY THE ALL CONDUIT AND WIRING ARE EXISTING UNLESS NOTED OTHERWISE.
LOGO AND "CITY OF LAKE ELSINORE" BELOW STREET NAME. ENGINEER. s// R/W (RO NEW
B. PEDISTRIAN SIGNAL FACES SHALL BE TYPE "A" PEDESTRIAN COUNTDOWN HEAD WITH LED UNIFORM 19. SIGNAL INTERCONNECT PULLBOX SPACING SHALL BE 500' APART MAXIMUM. 715E a�'
INCANDESCENT LOOK COUNTDOWN MODULE.
O / CONSTRUCTION NOTES
DIAMOND DRIVE I,35 MPH] _ B 04 41 / Ol EXISTING TYPE 332 CONTROLLER CABINET WITH BATTERY BACKUP SYSTEM,
CONTROLLER VIDEO DETECTION SYSTEM, AND MISCELLANEOUS EQUIPMENT
_ TO REMAIN.MODIFY EXISTING CABINET FOR OVERLAP PHASING OPERATION SHOWN.
O2 EXISTING TYPE III'-CF SERVICE PEDESTAL TO REMAIN.
R/W — — — 02C F
`� (1T) P O3 EXISTING 2"C,. 3#6(SERVICE).
03 O4 EXISTING 2"C, 2#6(SIGNAL POWER), 4#10(LUMINAIRES), 4#12(IISNS).
06 10
2 O EXISTING BROADBAND WIRELESS ETHERNET RADIO.
v 10 03 EXISTING VIDEO DETECTION CAMERA SYSTEM ON SIGNAL MAST ARM OR
/8 5 SIGNAL POLE.
06- '6 10 05. - EXISTING R3-4 SIGN ON SIGNAL MAST ARM TO REMAIN.
t1 08 3 O EXISTING R73-2(CA) SIGN ON SIGNAL MAST ARM TO REMAIN.
o 5J1U SJiL ® ® `-' O 72 08+OL ' 6 Q EXISTING R73-6(CA) SIGN TO REMAIN AND REMOVE AND SALVAGE
/ 06P 4 R82A(CA)'4PM-SPM MON-F18'SIGN.
EXISTING/ 5 Op iQ EXISTING 3M MODEL 722 EMERGENCY VEHICLE-OPTICAL DETECTOR ON MAST
_ 285' TO _ /`/\ ARM.
212U ® BACK OF / \ i EXISTING CONDUIT AND INTERCONNECT it EXISTING CCTV CAMERA ON POLE.
X-WALK �6 12PR#19 I/C TO SIGNAL CONTROLLER 12 REMOVE AND SALVAGE ETOSTNG 3-SECTION HEAD AND FURNISH AND INSTALL
213E
AT CASINO DR. AND DIAMOND DR. 6-SECTION SKiNAL HEAD(DETAIL"A•)
® � � � � _ � / \ \
02
02
7
4P 04 / i ^
8 8
EXISTING CONDUIT AND INTERCONNECT
BARRIER 9 \ 04 07 02 / 12PR#19 I/C TO SIGNAL CONTROLLER
0 SERVICE T ^p 74�•T AT CASINO DR. AND DIAMOND DR.
PHASE DIAGRAM \\\\ \
T � 8
10 L 6 4 \ O ALL INDICATIONS 12"
v 01 02 03 04 08+OLA 7
E E O RED
W F 2
/ \
05 m6 ml me /. 12 O YELLOW
12 ,/ �R/W O GREEN
F �� !•a R/W
g O_` 315U / Il \ O YELLOW
o ` / ,0 \ - (4),GREEN
s cj / o
\ DETAIL "A"
POLE SCHEDULE
LED
STANDARD 1.1.S.N.S. SIGNAL MOUNTING PPB LOCATION
® NO. TYPE HEIGHT SIG.M.A. UM.M.A LUMINAIRE LEGEND VEHICLE PED. PHASE QUAD. A B
a /BJ6U 29-5-100 30 50' 15' 166W LED Lakeshore Dr 2-MAS 2-SV-1-T SP-i-T 4 N EXST.EXST. Y-Z-
�9Essr 1-A 10 TV-2-T SP-1-T 6 E EXST.EXST. r SCALE: 1" = 20'
€ 4Y apKL 26-4-80 30' 4' 15' 166W LED Diamond Dr 2-MAS 8V-2-TA SP-1-T 6 E EXST.EXST.
1-A 1 ' - - - - - N-2-T SP-1-T 8 S EXST.EXST.
o 24-4-80 30 15 166W LED n Trail MAS SV-1-T SP-1-T 8 S EXST.EXST. GRAPHIC SCALE
* eNo.1R0018470* 1-A 10' - - - - - TV-2-T SP-1-T 2 W EXST.EXST. 20 0 20 60
o s Q 29-5-100 30' 55' 15' 166W LED Diamond Dr 2-MAS SV-i-T SP-1-T 2 W EXST.EXSL
- - - - TV-2-T SP-1-T 4 1-A 10' - N EXST.EXST.
y 0 CL SCALE: 1" = 20'
6 z.2�/aolq NOTE: ALL EQUIPMENT EXISTING UNLESS OTHERWISE NOTED. (N) = NEW
REVISIONS: PREPARED UNDER SUPERVISION OF: PREPARED BY: 38 TECHNOLOGY CITY OF LAKE ELSINORE
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c�mop y RCE N0.45776 EXP. 12/31/20 T: 949-923-8000 1
w a ZP�M �y�' MOHAMMAD R.HEIAT DATE
j TRAFFIC SIGNAL MODIFICATION PLAN FOR OF
\N u * No.45776 * THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH THE SCALE: AS NOTED BENCHMARK: LAKESHORE DRIVE AT DIAMOND DRIVE
z APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND USGS CONTROL STATION'G 307 RESET'A BRASS DISK NEAR THE
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' MARK R I" A q,F CNI-�OP STA P LAWS,AND A MIT N BE ISSUED. 4/ /� Q SOUTHWEST CORNER OF MISSION BLVD.AND DIAMOND DRIVE. SHEETS
UU DESIGNED BY: JDP DRAWN BY: JDP OFCA� 3 1I DATE: ELEV.1278.50 NAW 88
0 o CHECKED BY: MRH KRR PROJECT MANAGER: KEITH R.RUTHERFURD IREMON HABIB,RCE 8 156,CITY ENGINEER EXP.03/31/2021 W.O. I FOR: I F.B. FU N0: