HomeMy WebLinkAboutYnez Road @ Palm Plaza Entrance (1990) CONDUCTOR SCHEDULE
CONDUIT RUN E PHASE DIAGRAM ' PALE SCHEDULE
DETECTOR SCHE®ULE
AWG CONDUCTOR A Q4 /5\JA6 Q Q POLE MAST ARM LENGTH SIGNAL MOUNTING PPB I.LGEND
.
nV 01 3 3 3 6 3 3 CHANNELS LOOP NUMBER OF
DESIGNATION LOOPS FEATURES LUMINAIRE REMARKS
42 3 3 3 6 3 t 1-w-2 4 CALL HOLD ® _ �� Nl1- TYPE HEIGHT SIGNAL LUMINAIRE MA POLE PED 4 QUAD
03 IFUTUREI 2 2-W-2 4 NORMAL
1 3-W-2 4 NORMAL �A 1-A 10' TV-2-T SP-1-T
44 FUTURE 3 3 3 >
04
05 FUTURE 3 3 2 1-W-5 4 NORMAL 01 02 03 (FUTURE) OB 24-4-80 30' 35'(FUT) 15' �F� �� 2 N 250 W H.P.S. YNEZ (FLIT)
06 3 3 3 1 2-W-5 4 NORMAL ��1
(FUTURE)
07 FUTURE 3 3 3 2 1-E-6 1 CALL HOLD - RED
48 3 6 3 3 3 3 O 1-A 10' TV-1-T SP-1-172 N
1 2-E-6 4 NORMAL o~
02PED 2 2 2 2 j /-� I W F 40' 2-MAS
4 06PED FUTURE 2 2 2 2 3-E-6 2 NORMAL I s� I m,� O 29-5-80 30' 55,(FUn 15' �(�) SV-1-T SP-1-T B W 250 w H_P.S. , PALM PLAZA
1T 1 1-E-1 4 NORMAL YELLOW ® - i 11 m.w O 1-A 10' TV- FL1 8 W
42PPB 1 2 2 2 2 2 2-E-1 2 NORMAL ' � i ® U I SP-1-T
1 I-N-B 4 NORMAL 05 06 8PED 08 MAS
06PP8 FUTUR 2 2 1 1 1 2 2_N_g 2 DELAY (FUTURE) (FUTURE)I C) 24-4-80 30' 30' 15' MASIFUT) SV-1-T Sp-1-T F6 S 250 w H.P.S. ( YNEZ
08PPS 2 1 —GREEN
PPB COMMON 1 1 2 1 1 1 �3q
� — J
J SE@ �E�CE �IO''67RAM 1-A 10' 7V-1-T 6 S
SPARE 3 3 3 6 3 3 3 ,�_--__ n SP-t-T 1 i
I TOTAL #14 11 19 25 52 26 10 16 8 lJtUIUKL I LJ -o^v I 3^v I w I i5 12-vAS I SV-i-T I (�) I I I L5u w i.Y.S_ I PALM F'LALA I
DETECTOR SHALL BE SHELF MOUNTED 2 - CHANNEL -DETAIL °A° FE6
- 2 + 6 8PED 8 EXACT POLE LOCATION SHALL BE DETERMINED IN THE FIELD BY THE ENGINEER
_
P.E U. (ALSO SEE SPECIAL PROVISIONS)
T#1 2 1.I.S.N.S. 2 2 2 2 2 ALL DETECTORS SHALL HAVE FULL TIMING CAPABILITIES PEU_ PEU SEE DUAL PE UNIT _ P.E. UNITS.
TOTAL #12 2 2 2 2 2 � � � ✓ MOUNTING DETAIL MARK SOCKET "S' FOR SIGNS
LUMINAIRE 2 1 2 2 2 2 L6 0 2
SIGNAL COMMON 1 1 1 2 1 1 1 1 w ¢ a W L' FOR LUMINAIRES -
RED z p z P.E.C. TO BE INSTALLED
TOTAL #10 1 3 3 2 3 3 3 1 '° O .3 v of of Q> 1 IN SERVICE ENCLOSURE --
01 2 2 F] YELLOW - - - :=
L AUTO
02 3 3 3 3 TEST '
TO I.I.S.N.S. -f - - SWITCH 'TO LUMINAIRES
03 (FUTURE) GREEN - - , -- ---_-� �.
10' �15 30'
DLC 2' - of 4 Y T' _ -TYPE 'T' CONOULET
06 3 3 �"----- -'❑ � -� �T.A` �A�T` �• ���°� <_ �
l 0 8 2 2 (---L—GREEN 60A. 1 PNO MERCURY CONTACTOR- ej - 'a `�"��• 60A. 2PNO MERCURY CONTACTOR SLIP FITTER TO MATCH TOP ;11+
1
TOTAL
; I s in I ^_^n Ine A��ee�ee1r L�lo�eee 1 FUTURE ROAD WAY _ OF SIGNAL STANDARD
i �_ _— 1 E.%F%F ! MOM. ■ 67m. ` — — — -- - -- - - -- — - - - - - , ■■
aCIPI,TICOM 205 DETECTOR n 1 1 "DET i � DUAL PE UN17 Y' i
I 1"' 1 I I I I � O•• Sivi: JGR Y,t.G W aiVuii71ii8 'uc`�w'tL •-�
' 1 Z �- LIGHTING SERVICE
CONDUIT SIZE 2 3" 3" 2-3" TYPE 11 PHOTOELECTRIC CONTROL
INSTALL FOR FUTURE USE ���� \ WIRING DIAGRAM R�{/i 1MAST-ARM MOUNTING
V A V CLAMP FOR
PROP. R/W Qg O �\ -PROP. R/W MODEL 205 OPTICAL DETECTOR
O7 61-1 OF \ - 6 E —1 1/2'C - 3 DLC --1 1/'fC - ] DLC - 1 1/2" STUB
- PROP. C & G _
PROP. C & G _ J (MID RUN) _-
-- r
- - - - - -- -EXIST. R/W NI INSTALL R96/R96A 06 IFU08 T e31 e8 0 P `- w -- -- -- -- --- -- =_� N - -- - - - -- - - - - -- - -
e81FUT e3) AIL A' I [-EXIST. R/W ,
G -- - G(DETAIL "B") 02 \ \
�\
r 04I �-�� X11L
_ -- w
IJ
rn 0 6 a] r I
- - aJ,
T]W
N Ln 285' TO X-WALK
N
n N
PROP. RAISED MEDIAN 2-E-1 r. �� r
Nj INSTALL 3M OPTICOM DETECTOR ' I 01 i i'_�Fff/ il - _ -
`� INSTALL R34-2 8 POST---*
285' TO LIMIT UNE j I �I !(--UT) Q PROP. RAISED MEDIAN
L_
NI `� 2 INSTALL 3M OPTICOM DETECTOR N r
N L0 �I R34—
L0
(D
1___=q tD N j 2
- - --- -- — - - t.�-- - - --- - -- --- - T - PEU - - - - - - T - - -- ----- --
- _ — -=-_ i _
-EXIST. R/W NI PROP. C & G ,� -INSTALL R96/R96A
�(U\J -Q - EXIST. R/W iv
--- - -- ---- -l— I - 02 �1 = -" --- - - - —
_ PROP. SIDEYYALK _ 1 1 2 C - 1 DLC E ,, 15' MIN
- —�- — — e — — — AREA OF REQUIRED EASEMENT � INSTALL 1" PVC TELEPHONE DROP -PROP. C & G PROP- S16E :WALK
1 1/2" STUB 1 1/2"C - 1 DLC (MID RUN) _ -- —
PROP. R/W INSTALL 3'C WITH PULLROPE C' i
PER SCE REQUIREMENTS \ i INSTALL TYPE 90 CONTROLLER PROP. R/W
GENERAL NOTES9 TO SCE HAND HOLE 550'± Y 0 P, IN TYPE "P' CABINET PER 1�•
]. ALL WORK AND MATERIAL SHALL CONFORM TO THE STANDARD PLANS FROM CONTROLLER 1 B _ / , /13 i 3 COUNTY SPECIFICATION
AND SPECIFICATION (DATED JANUARY 1988) OF THE CALIFORNIA /Q
18" ABOVE FINISH GRADE
DEPARTMENT OF TRANSPORTATION AND THE SPECIAL PROVISIONS 10 (TRACO. EXISTING PRIVATELY OWNED IMPROVEMENTS ON PUBLIC RIGHT-OF-WAY INTERNNEX MODEL 390 WITH
-O
FOR THIS PROJECT. W / I / / INTERNAL AND SMART MODEMS) �O+
SHALL BE PROTECTED OR REPLACED, AS DIRECTED BY THE ENGINEER. / ( /,' i ' 08 TAIL 'A' 2"C - 3 #8 (SERVICE, GFCI GROUND) �Q3
2. DETECTOR LOOPS SHALL BE INSTALLED IN THE PRESENCE OF THE THIS INCLUDES IRRIGATION AND ELECTRICAL FACILITIES, SIGNS AND
TRAFFIC ENGINEER OR HIS REPRESENTATIVE. LANDSCAPING. / I / X 1 _e __ INSTALL TYPE IIICF SERVICE & DUAL
3. ALL STRIPING, PAVEMENT MARKINGS AND SIGN REQUIREMENTS 11. OBTAIN APPROVAL FOR EXACT EQUIPMENT LOCATIONS PRIOR TO FINAL m i P.E.C. CONTACTOR & TEST SWITCH
(REMOVAL OR INSTALLATIONS) SHALL BE COMPLETED AT LEAST ONE _ PLACEMENT. PERFORM STRIPING REVISIONS PRIOR TO LOOP DETECTOR N I - 2'C - 4 fi10 (LUMINAIRE), IOff12 (LI.S.N.S. & P.E.C.)
DAY PRIOR TO THE SCHEDULED TURN ON. LAYOUT. Ir
4. PULL BOX IN FRONT OF CONTROLLER SHALL BE NO. 6E; ALL OTHER 12. PEDESTRIAN PUSH BUTTONS SHALL BE LOCATED ON THE SIDE AT THE 26r 12'I i
SHALL BE NO. 5 UNLESS NOTED OTHERWISE HERE ON. SIGNAL STANDARD NEAREST THE CROSSWALK. Y
5. THE CONTRACTOR SHALL EXERCISE EXTREME CARE TO AVOID 13. EACH CONDUCTOR IN EACH PULL BOX SHALL BE IDENTIFIED AS DETAILED ¢ a I STRIPING LEGEND
UMAMLANG G%USTIIVIV u'TiuT'iES. IN THE CONDUCTOR SCHEDULE WITH A PERMANENT IDENTIFICATION BAND �.B x
IN PULL BOXES AND NEAR THE END OF EACH CONDUCTOR WHERE LBW B
6. ALL SIGNAL HEADS AND BACK PLATES SHALL BE METAL ALL LENSES o_ n_ O PAINT 4" DASHED WHITE (7' STRIPE - 17' GAP) (DETAIL 9) I
CONDUCTORS ARE TERMINATED. PERMANENT IDENTIFICATION BANDS SHALL
w SHALL 8E GLASS. LEFT-TURN HEADS SHALL HAVE RED, YELLOW AND BE EMBOSSED ALUMINUM FOIL TYPE WITH PRESSURE SENSITIVE OIL � �
GREEN ARROWS. ALL MAST ARM INDICATIONS SHALL BE 12'. a O20 PAINT 8' SOLID WHITE (DETAIL 38)
RESISTANT ADHESIVE BACKING. 1
7_ ALL LOOPS SHALL BE 6'X6' TYPE A. WITH SPACING AS INDICATED ON THE LOOP 14. ALL SPARE CONDUCTORS SHALL BE CONTINUOUS WITH 10' OF SLACK IN Nb 3O PAINT 'ARROW' MARKING (TYPE N[L])
PLACEMENT DETAIL, AND IN THE DIRECTION OF TRAVEL AND CENTERED IN THE EACH PULL BOX. "111
LANE EXCEPT AS SHOWN. EXTEND LIMIT 2' PAST LIMIT LINE UNLESS OTHERWISE 15. DETECTOR CURB TERMINATIONS SHALL BE TYPE 'A PER STANDARD PLAN 1 I
INDICATED. LOOPS SHALL BE TESTED AND APPROVED PRIOR TO FINAL SAWCUfS. M 35' _ 35' COUNTY OF RIVERSIDE
ES-5E __
8. CONDUIT S_KA BE RIGID "-A' 'MINIMUM CONDUIT SIZE SHALL BE 2 INCH 16. A MINIMUM' OF 2 FEET CLEARANCE SHALL BE MAINTAINED BETWEEN � v � 14' 12' 1U' 1O` 11' 1 TI p
m"_. TRANSPORTATION DEPARTMENT
tffUNLESS OTHERWISE SPECIFIED. ALL CONDUIT UNDER PAVING SHALL BE TELEPHONE CONDUIT AND ELECTRICAL CONDUITS. as - - - - K
INSTALLED WITHOUT OPEN CUTTING. ATTENTION it O a.
3
CL REVIEWED FOR ENCROACHMENT PERMIT
9. SEE CALTRANS STANDARD PLANS ES-1A AND ES-13 FOR SYMBOL AND UTILITIES SHOWN ON THE PLAN ARE BASED ON AVAILABLE RECORDS. IT SHALL J RECOMMENDED BY
ABBREVIATION LEGEND. BE THE CONTRACTORS SOLE RESPONSIBILITY TO VERIFY EXISTING UTILITIES BYCONTACTING UTILITY I , „ / � 7 r b
V4 DAMAGING EXISTING UTILITIESSDURINGTEXCAVATION.O EXERCISE EXTREME CARE TO AVOID Q RICHARD BARRERA, T FIC ENGINEER DA
James B. Dobbins DATE COUNTY OF RIVERSIDE
C U/1d®/Q/OUAdE SB/N/C® .ABB/P PRIVATE ENGINEERING NOTE PREPARED UNDER THE DIRECTION OF = �p�CC'C �IpH�� p�a� �
—= — — J.F. DavidsonAssociat®s Inc. TRAFFIC L7
CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH ,r• r t .� -
GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION ,i � � G �f ENGINEERING PLANNING SURVEYING A
€ Celle TOLL FREE l/
F-1 CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE +t REGISTERED CML ENGINEER NO. 35458 �� ARCHITECTURE LANDSCAPE ARCHITECTURE PALM PLAZA ENTRANCE 1
RECOMMENDATIONS RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE �y
ti- 1 - 800 OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL i i EXPIRATION DATE: 9/30/91 DATE: 9/=IFI /. MUNICIPAL ENGINEERING DIVISION -
"REVIEWED BY DATE PERSONS AND PROPERTY;THAT THIS REQUIREMENT SHALL BE MADE 'I �` 3426 TENTH STREET
TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING 9/ APPROVED BY: RIVERSIDE, CA 92502 �� OF SHEETS
`bs*%
422 4133 HOURS;AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND •,` \ l' +t� �ONC7 ROAD
®!
(714) 683-0209 FAX (714) 686-5807 YNEZ /�
x{ INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANYAND ALL LIABILITY. LtVIV�'�
} PERFORMANCE OF WORK ON THIS PROJECT,OR ALLEGED, IN OEXCEPTING LIABILITY MARK REVISIONS AFAR. DATE „ ff 11 SCALE:1" - 20'-0" BENCH MARK:
T]YO WORKING DAYS BEFORE YOU DIG ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. Douglas M. Stewart R.C.E. 37254 DATE: 8911163-3
DESIGNED BYOMA KTO DRAWN BY KTO CHECKED BY Deputy City Engineer, City of Temecula DATE: JULY,1990 FOR BEDFORD PROPERTIES W.O. F.B. FILE N0.
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