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As-Built Signal Plans (PSN 00061 & 06119)CONDUCTORSCHEDULE MUNM CIRCUIT r, �r%r.�� #12(IISNS, PEC) PED PUSH BUTTON rr� MESSAGE r�r� O r�I rA.1 ........... ... . .... . .... .......... 1 .1, .1.1.­111111111141111111*1 WATTS VEH MA PED I �. POLE .QUAD Y i' B NORMEL 29A-5-80 35' 50'15' i I 250 � I• •s 1;Mq SP -1—T - S" 14' 2.5' Avenue 48 9'X20' 1A 10' — — — TV -2—T — 'SP -1 —T 8P -6B W -S 14' 2,5' -- C 29A-5-80 35' 50' • 15' 250 SV -1—T 1 _Mp, �, w 8P W 14' 2.5' Jefferson St Q 1A 10' -- -- — TV -2---T 5—S-8 SP -1—T 2P N 14' 2.5' — E 29A-5-80 35' 55' • 15' 250 SV -1—T 1—MA s SP -1—T 2P N 14' 2.5' Avenue 48 F 1A 10' — — TV -2—T -- SP -1—T 4P E 14' 2..5' — G 29A-5-80 35' 40' 15' 250 SV -1 --TA 2—MAS" bow 4P E EXIST EXIST Jefferson -St H 1A 10' -- — — TV -2 -TA — SP -1—T A 6P ♦ S EXIST EXIST — RISE - mo;' ' BPB COMMON Ak wmmmmmmmm • 3•�l000l�11'�©®0O SIGNAL ' •LUMINAIRE. 00000©©® Baumann a • ` _n©©®®®©®® Video Cable ` - ` : 00000®ee��� VIDEO POWER CABLE PULL ROPE(FUT SIC)' a■ a : PRE-EMPTION 01W12 Oklool2���� ' A ®OM®®®®®M © INSTALL NEW CONDUCTORS THROUGHOUT. A ALL CONDUIT NEW UNLESS NOTED: (s)= EXISTING sp(HANDHOLE) EXIST 3"C, 3 #6(SERVICE) - EXIST DUAL PEC & WWV ANTENNA 1 A EXIST 2"C, 2 #6(SIGNAL) (] 7 CONSTRUCTION. NOTES THISSHEET:. Fil EXISTING TYPE IDC-390CJ CONTROLLER ASSEMBLY WITH EMERGENCY VEHICLE PRE-EMPTION SYSTEM \ (3M MODEL 562), TRACONEX MODEL 7010 WWV MODULAR TIME SOURCE AND VIDEO. DETECTION SYSTEM. \ IN A TYPE "P" CABINET. MODIFY AS REQUIRED FOR NEW DETECTION SHOWN. F21 EXISTING 120/240 VOLT DUAL METER TYPE III -CF SERVICE EQUIPMENT ENCLOSURE WITH TYPE II PEC AND THE. FOLLOWING CIRCUIT BREAKERS: 50 AMP(SIGNALS),' 25 AMP(IISNS) ON TC -7 METER AND 30 AMP(LTG) ON LS -3 METER. 3❑ RELOCATE POLE, INDICATIONS AND ALL HARDWARE TO NEW LOCATION SHOWN. REMOVE FOUNDATION. 4� RELOCATE POLE, LUMINAIRE &MAST ARM, INDICATIONS AND ALL HARDWARE- TO NEW LOCATION SHONM, UNLESS SHOWN OTHERWISE. REMOVE AND SALVAGE SIGNAL MAST ARM. INSTALL NEW MAST ARM. RELOCATE MAST ARM INDICAl70NS, AND EVP TO NEW ARM (SEE POLE SCHEDULE). REMOVE FOUNDATION. 5Q ABANDON ALL EXISTING UNUSED CONDUIT UNLESS NOTED OTHERWISE. 10 REMOVE REMOVE ALL EXISTING PULL BOXES NOT, TO BE REUSED. F71 INSTALL 2" PVC SCHEDULE 40 CONDUIT (FUTURE SIC) WITH PULL ROPE AND No. 5 PULL BOXES AT 200'. SPACING TO AVENUE 50 TRAFFIC SIGNAL (SEE SHEET TS -2). (APPROX. 5,250'' CL TO CL) F81 INSTALL 2" PVC SCHEDULE 40 CONDUIT .(FUTURE SIC) WITH PULL ROPE, BARE #8 WIRE AND No. 5 PULL B� AT 200' SPACING TO HIGHWAY 111 TRAFFIC SIGNAL (SEE SHEET TS -3). (APPROX. 2,750' CL TO CL) MEN POLE DATA LANo EXIST 2"C, 2 #10(LUM),8 H.P.S.V. LUM #12(IISNS, PEC) PED PUSH BUTTON AVENUE MESSAGE 9'X20' O HEIGHT pi ........... ... . .... . .... .......... 1 .1, .1.1.­111111111141111111*1 WATTS VEH MA PED I �. POLE .QUAD Y i' B CONSTRUCTION. NOTES THISSHEET:. Fil EXISTING TYPE IDC-390CJ CONTROLLER ASSEMBLY WITH EMERGENCY VEHICLE PRE-EMPTION SYSTEM \ (3M MODEL 562), TRACONEX MODEL 7010 WWV MODULAR TIME SOURCE AND VIDEO. DETECTION SYSTEM. \ IN A TYPE "P" CABINET. MODIFY AS REQUIRED FOR NEW DETECTION SHOWN. F21 EXISTING 120/240 VOLT DUAL METER TYPE III -CF SERVICE EQUIPMENT ENCLOSURE WITH TYPE II PEC AND THE. FOLLOWING CIRCUIT BREAKERS: 50 AMP(SIGNALS),' 25 AMP(IISNS) ON TC -7 METER AND 30 AMP(LTG) ON LS -3 METER. 3❑ RELOCATE POLE, INDICATIONS AND ALL HARDWARE TO NEW LOCATION SHOWN. REMOVE FOUNDATION. 4� RELOCATE POLE, LUMINAIRE &MAST ARM, INDICATIONS AND ALL HARDWARE- TO NEW LOCATION SHONM, UNLESS SHOWN OTHERWISE. REMOVE AND SALVAGE SIGNAL MAST ARM. INSTALL NEW MAST ARM. RELOCATE MAST ARM INDICAl70NS, AND EVP TO NEW ARM (SEE POLE SCHEDULE). REMOVE FOUNDATION. 5Q ABANDON ALL EXISTING UNUSED CONDUIT UNLESS NOTED OTHERWISE. 10 REMOVE REMOVE ALL EXISTING PULL BOXES NOT, TO BE REUSED. F71 INSTALL 2" PVC SCHEDULE 40 CONDUIT (FUTURE SIC) WITH PULL ROPE AND No. 5 PULL BOXES AT 200'. SPACING TO AVENUE 50 TRAFFIC SIGNAL (SEE SHEET TS -2). (APPROX. 5,250'' CL TO CL) F81 INSTALL 2" PVC SCHEDULE 40 CONDUIT .(FUTURE SIC) WITH PULL ROPE, BARE #8 WIRE AND No. 5 PULL B� AT 200' SPACING TO HIGHWAY 111 TRAFFIC SIGNAL (SEE SHEET TS -3). (APPROX. 2,750' CL TO CL) MEN POLE SCHEDULE POLE DATA LANo SIGNAL H.P.S.V. LUM SIGNAL MOUNTING PED PUSH BUTTON POLE LOCATION MESSAGE 9'X20' O HEIGHT pi MA WATTS VEH MA PED I �. POLE .QUAD A B NORMEL 29A-5-80 35' 50'15' i I 250 � I• •s 1;Mq SP -1—T - S" 14' 2.5' Avenue 48 9'X20' 1A 10' — — — TV -2—T — 'SP -1 —T 8P -6B W -S 14' 2,5' -- C 29A-5-80 35' 50' • 15' 250 SV -1—T 1 _Mp, �, w 8P W 14' 2.5' Jefferson St Q 1A 10' -- -- — TV -2---T 5—S-8 SP -1—T POLE SCHEDULE POLE DATA LANo SIGNAL H.P.S.V. LUM SIGNAL MOUNTING PED PUSH BUTTON POLE LOCATION MESSAGE 9'X20' TYPE HEIGHT MA MA WATTS VEH MA PED PHASE POLE .QUAD A B NORMEL 29A-5-80 35' 50'15' 2-E—f 250 SV -1—T 1;Mq SP -1—T 6P S" 14' 2.5' Avenue 48 9'X20' 1A 10' — — — TV -2—T — 'SP -1 —T 8P -6B W -S 14' 2,5' -- C 29A-5-80 35' 50' • 15' 250 SV -1—T 1 _Mp, �, SP -1—T 8P W 14' 2.5' Jefferson St Q 1A 10' -- -- — TV -2---T 5—S-8 SP -1—T 2P N 14' 2.5' — E 29A-5-80 35' 55' • 15' 250 SV -1—T 1—MA s SP -1—T 2P N 14' 2.5' Avenue 48 F 1A 10' — — TV -2—T -- SP -1—T 4P E 14' 2..5' — G 29A-5-80 35' 40' 15' 250 SV -1 --TA 2—MAS" SP -1—T 4P E EXIST EXIST Jefferson -St H 1A 10' -- — — TV -2 -TA — SP -1—T A 6P ♦ S EXIST EXIST — C ALL EQUIPMENT RELOCATED UNLESS NOTED: (•) = NEW, (A) — EXISTING 1 V 48 o M EP EP SEE DETAIL "D", SHEET TS -4 - PHASE DIAGRAM. .i 1 02 03 Q�4 - 1 II i 05 06=07 LEGEND VIDEO ONE ��CTION � VIDEO DETECTION CAMERA L -c EVPE IMPORTANT NOTICE SECTION 4216-4217 OF THE GOVERNMENT CODE REQUIRES A 0113 ALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A 'PERMIT TO EXCAVATE' WILL BE VALID FOR YOUR DIG ALERT ID NUMBER CALL UNDERGROUND SERVICE ALERT' TOLL FREE 1-800-4-22-41-33 TWO WORKING DAYS BEFORE YOU 010. D i GENERAL .NOTES THIS SHEET: (FUTURE) A. TRAFFIC SIGNAL AND HIGHWAY LIGHTING CONSTRUCTION SHALL CONFORM TO STATE OF CALFORNIA STANDARD SPECIFICATIONS AND STANDARD PLANS (DATED JULY '92) AND THE SPECIAL PROVISIONS. B. CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDELINE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS REQUIRED FOR THE INTENDED OPERATION. VIDEO DETECTION ZONE CONE DESIGNATION : DETECTION AREA FUNCTION 1—W-2 9'X20' EXTENSION 2—W-2 9'X20' EXTENSION 3—W-2 9'X20' NORMAL 4—W-2 9'X20' NORMAL 5—W-2 9'X20' DELAY 1—W-5 9'.X40' NORMEL 1—E-6 9'X20' EXTENSION 2-E—f 9'X20' EXTENSION 3—E-6 18'X20' NORMAL 1—E-1 9'X40' NORMAL 1—N-4 9'X20' EXTENSION 2—N-4 9'X20' EXTENSION 3—N-4 9'X20' EXTENSION 4—N--4 33'X20' NORMAL 5—N-4 9'X20' DELAY 6—N-4 6'X20' DELAY 1--N-7 9'X40' NORMAL 9'X40' NORMAL FN7 9X2©' EXTENSION 9'x20' EXTENSION 3—S-8 9'X20' EXTENSION 4—S-8 30'X20' NORMAL 5—S-8 9'X20' DELAY 1—S-3 9'X40' NORMAL 2—S-3 9'X40' NORMAL Lf`) ch CN rn OD cu to0 a 0 I— Q Z LD C. NEW CONDUIT BETWEEN ADJOINING PULL BOXES SHALL BE 2 UNLESS SHOWN OTHERWISE. FINAL DETECTION AREAS AND DESIGNATIONS NEW .CONDUITS UNDER DRIVEWAYS AND STREETS SHALL BE 3". SHALL BE DETERMINED BY THE. CITY ENGINEER'S D. CONTRACTOR SHALL EXERCISE EXTREME CARE TO AVOID DAMAGING EXISTING UTILITIES. REPRESENTATIVE. E. NEW ALL VEHICLE . INDICATIONS SHALL BE 12 Cj_r" I.n_`? A F. NEW ALL BULL BOXES SHALL BE #5 UNLESS SHOWN OTHERWISE. FI S d • N0 o G. CONDUITS T NDUI S THAT WI LL CONTAIN FUTURE SIGNAL INTERCONNECT CABLE (SIC}. SHALL 00 (0 O t -...�...:s - � �. HAVE 45 DEGREE ELBOW SWEEPS INTO PULL BOXES. SCALE 1'" = 20' ai 4 20 40 80 � rt TS -1 APPRavED BY: CITY al LA puiNTA CITIES OF LA QUINTA AND INDIO, CALIFORNIA S H E E T Q Lt - b0 %'..`��'rr]]'� '' JEFFERSON STREET IMPROVEMENT PLANS �3er�Ci, 1112 l"l�r� t:�,►"�l✓�C���sS CHRt V©GT 52 Im PROFESSIONAL ENGINEERS, PLANNERS & SURVEYORS CITY ENGINEER w Na. I9417 74-410 HIGHWAY 111, PALM DESERT, CALIFORNIA 92260 R.C.E. NO. 4425a JEFFERSON ST * AVENUE 48 OF 10 SHEETS Exp. 09-30-01 DAT _ EXP. oI;/�a/o1 a * (760) 346-7481 *FAX (760) 346,$315 DRAWN SCALE DING. NAME �'- 6/4/99 HWD ZS:REVISED LT TURN STRIPING ,, TRAFFIC SIGNAL MODIFICATION , U_ Mi -1 fGT I"= 20' � 477TS01. DVYG � 5EDGNED Jos NUMBER FILE N0. DATE: 5/17/99 DATE BY DESCRIPTION APP'D DATE GT 20-301477.fl02 If CHECKED DATE FOR: HILBERT WILLIAM DICKSON R.C.E. 19417 EXP. 09.30-2001 R E V I S 1 0 N S HWD 2/00 CITIES OF LA QUINTA AND INDIO m CL