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7673 POLE SCHEDULE l F�FNn LEGEND CONTINUE L EGEND CONTINUE - pip ;W DPW I I TYPE "D" LOOP DETECTOR A - SIGN =.u� PED HEAD WORK TO BE DONE STANDARD LUMMAff LL&PL � 311 y � TING PED SUM. PUSIi9UTrM SEE DETAI W REMARKg .� = EXIST. STANDARD LOG �' = EXISTING SIGN �. � = INSTALL TRAFFIC SIGNALS, SAFETY LIGHTING, AND ASSOCIATED EQUIPMENT TYPE HEIGHT 9G. M.A. LUM. M.A. LEGEND MAST ARM POLE MTQ ASE QUAD 0 A INSTALL NEW 4 _Y,G,GA) SIGNAL HEAD FOR =TYPE " B " - - _ EXIST. LUMINAIRE LOOP DETECTOR c =o= EXISTING IISNS TO PERFORM THE FUNCTIONS SHOWN AND CALLED OUT ON THESE PLANS. —MAS PHASE 8 ON MAST ARM PED HEAD FOR PHASE 8 AND - --� = EXIST. EMERGENCY VEHICLE C3 = EXIST PULLBOX O 29 -5 -70 30' 55' 15' 25OW Leucadia Blvd. 1—MAS SV -1 -T SP - 6 S 7' 20' &%P LOR PIA a OV MA V ARM PRE- EMPTION DETECTOR . SPECIFICATIONS = FUTURE LOOP = EXIST. PED FENCE O 1A 10 - - - _ _ NEW STANDARD, NEW EQUIPMENT — = EMERGENCY VEHICLE - _ - TV-1 -T SP -1 -T a w 4' 20' CIFICATION EXIST. BARRICADES PER = EXIST. CONDUIT CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPE " DRAWING NO. 4334 -I �^� PRE- EMPTiON DETECTOR DATED JULY 1992. STANDARD SPECIFICATIONS FOR PUBLIC WORKS C * *29 - - 70 30' 60' 15' 250W Garden View Rd. i - MAS SV -1 —T SP -1 —T 8 W 4' 20' INSTALL NEW 3-12 J tYA.GA)SIGNAL HEAD < > = EXIST. LOOP DETECTOR - r > = EXIST -�- = CONDUIT CONSTRUCTION (1991 EDITION) O 1 —MAS FOR PHASE 5 AND PUSH BU FOR PHASE 8 �� / -U-. SIGNAL HEAD r -� V � _ = EXIST. BIKE LOOP INSTALL NEW 3- 12 "RRA,YA,GA) SIGNAL HEAD CC� STANDARD PLANS / DRAWINGS / PROCEDURES Nk MANUALS O 1q 10' - - - - - TV-1 -T SP - - 2 N 4' 24' FOR PHASE 7 AND HEAD FOR PHASE 8 r ?,ON CONSTRUCTION --�- -� = SIGNAL HEAD FUTURE BIKE LOOP © = ' 1 A5 I NALL �GSNT HE D O PH A M� 12 R ,G �1S�R� 1 O w,�� ACCESS ONLY _ _ _ = EXIST. PED HEAD X; = EXIST. CONTROLLER CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD PLANS DATED O ***2g - 5 - 7 30 50' i5 250w Leucadia Blvd. 1 TV - T SP - 1 - T 2 N 7 20 3 1y'(R,Y,G) SKNAL HEAD ON EXISTING STANDARD �� 1`, pIEtAN. - JULY 1992. CALIFORNIA DEPARTMENT OF TRANSPORTATION, `MANUAL OF ' TRAFFIC CONTROL FOR CONSTRUCTION AND MAINTENANCE WORK ZONES' FOR PHASE 7. 07 � 38 _ _, -��'' - -� i 50 TO w� - EXIST. SERVICE POINT F 1A 10' — — — — — TV - — SP - — g E 4' 20' EXISTING STANDARD, EXISTING EQUIPMENT 1 2 T I X - WALK (1990 EDITION). CALTRANS TRAFFIC MANUAL O 1 EXIST. L „ = EXIST. METER POINT CONSTRUCTION NOTES INSTALL NEW PED HEAD FOR PHASE 8 kjst4 • A 1 A SDLC UST. (� 29 -5 -70 30' 50' 15' 250W Garden View Rd. 2 —MAS SV -1 —T SP -1 —T 8 E 4' 20' — IISNS O ADD 2DLC 4�'C, 1DLC - __ D EXISTING TYPE 170 CONTROLLER MATH 81 -TRANS 412C MODULE 200 O ..,tiy� INSTALL NEW PUSH BUTTON FOR PHASE 8 � ( _ � EXIST. �E "Q" _ _ , - SA SYSTEM SOFTWARE AND MODEM WITH ALL AUXILIARY EQUIPMENT O 1 A 10' — — — — — TV -1 —T SP -1 —T 8 S 4' 19, _ R� 4 1 ADD' t DLC _ - — - — NECESSARY TO PROVIDE THE INTENDED DETECTION AND OPERATION CHANGE LENSES TO ARROWS FOR PHASE _ �. B i _ IN A MODEL 332 ANODIZED ALUMINUM CABINET MATH A PULLOUT Tt PREL.IMMIARY. TR t MALL POTHOLE ALL 90NAL POLE LOCATK)NS AND COORDINATE WITH THE CITY OF DONITAS FOR EXACT r - - - EXIST. = T = - - O �[ i ` TABLE UNDER CONTROLLER, WIRED FOR 8 -PHASE CAPABILITY AND Pt PRIOR TO FOUNDATION C& c%T10N• _� INCLUDE ALL ACCESSORIES NECESSARY TO PROVIDE THE PHASING 1 , i , __ -- AND PERFORM ALL FUNCTION INDICATED ON THESE PLANS. ALL EQUIPMENT SHALL BE ON THE CURRENT STATE OF CALIFORNIA GENERAL NOTES 1 O - c -7 05 r �'� , �� _ _ - - _ _Ate -= QUALIFIED PRODUCTS UST". THE CABINET SHALL BE EQUIPPED NTH 1. LOCATION of ALL Exrsrn U?ILiT1E5 1 � 2 »C C ST i `� I \ �-`� - _ - 14'_ __ _ _ - / ^�> THE BEST LOCKS. ARE APPROXIMATE THE CONTRACTOR SHALL DETERMINE THE 1 © `'�� H7P � 5 � �t61 /� I i _ I - _ _ - _ q' - - M2 EXISTING 120 /240V TYPE IIi - BF SIGNAL AND LIGHTING SERVICE EXACT LOCATIONS AND VERIFY ALL CONDITIONS ON THE JOB SITE. PHONE UNDERGROUND SERVICE ALERT AT 1 -800 -422 -4133 1 (4CTI EXITST I- _ _ 1 �� 12' _ _ - - - - - ENCLOSURE WITH 40 AMP SIGNAL BREAKER. 30 AMP LIGHTING BREAKER 1 w� EXIST. 08 `� I 1 _; ^_ _ - _ - AND 15 AMP SIGNAL BREAKER FOR I.I.S.N.S. SIGNAL AND I.I.S.N.S. � � EVPE TWO WORKING DAYS BEFORE DIGGING. p �_ < �� �,,/ _ - FURNISH AND INSTALL EMERGENCY PRE EMPTiON DETECTOR ASSEMBLY 2. ALL POLES, CONDUIT, PULLBOXES, STRIPING AND LOOP DETECTOR 1 j f' k'� ' t� �..' Eps . - - - - 12' _ _ _ _ tOPTICOM) ABOVE SIGNAL HEADS AT LOCATIONS SHOWN ON PLAN BY LOCATIONS SHOWN ON THESE PLANS ARE APPROXIMATE. ACTUAL XISS 1' I EXIST: W < 11 �,, , �' = =2' 20LC ^ �> 01 _ - - - _ _ - Y SYMBOL. OPTICOM SHALL 3tr1 OPTiCOM PRIORITY CONTROL SN - 1. SEE DETAIL A ". LOCATIONS SHOULD BE DETERMINED BY FIELD CONDITIONS AT THE 11 1 EVPE O 1+ 06 EXIST. _ _ - - - \ 1 �/ > 4 j, _ _ _ _ _ - SYSTEM MODEL 52 TIME OF CONSTRUCTION AND AS DIRECTED BY THE CITY ENGNEER. 15/ 1 / > _ _ - y - - " INSTALL SIGNS ON MAST ARM PER STANDARD PLAN ES -6T DETACU ". 3. ROUTING AND LOCATIONS OF UNDERGROUND ELECTRICAL SYSTEM IS 8 i I r 05 DIAGRAMMATiC AND SUBJECT TO APPROVAL OF THE ENGNEER. 16, - ►. ' _ __ -_ </ > - © NO SPLICE WILL BE ALLOWED IN THE MEDIAN PULL BOX. UNDERGROUND ELECTRICAL LINES AND SUBSURFACE STRUCTURES MAY BE RELOCATED IF NECESSARY TO CLEAR OTHER EXISTING r < ' y UNDERGROUND FACILITIES. 1 5 1 i, i °725 _ = �> _ _ < 1 6'' `• ► i '` - - - PHASE DIAGRAM 4. CONTRACTOR SHALL PROVIDE ALL CABLING ORS NG AND CONDUC �1 2 .0 A00 I I r \ 3 05 NECESSARY TO PERFORM ALL FUNCTIONS SHOWN ON THESE PLANS. G7 12' ���> I ST. R34- _ _ - 1 2 3 4 5. LOOP DETEC I SHALL B E 6'x6' WITH 10' SPACING, U N L E S SE D O I 4 R73-2 - - - - �- W 12' - —� OTHERWISE SHOWN. ALL DETECTOR LOOPS SHALL BE INSTALLED IN 4' 7 i �� // EVPE 02+05 ACCORDANCE NTH STANDARD PLANS ES-5A AND ES-58. ALL G - W _ - 12' - LOOP DETECTORS EXCEPT LIMIT LINE LOOPS, SHALL BE TYPE "B". 1 _ �� ] - I _ - — _ _ — Imp UMIT UNE LOOPS SHALL BE TYPE "D". LOOP MARE SHALL BE TYPE "2" 12 7 2 - t 1 I _ _ - � _ _ _ _ _ - - 5 6 7 8 AND LOOP DETECTOR LEAD IN CABLE (DLC) SHALL BE TYPE "B L - _ _ _ 1 -W i ALL NECESSARY STRIPING SHALL BE LOCATED PRIOR TO POSITIONING THE LOOP DETECTORS. �W - 12' _ - - ` / 5� >' �� — - EXIST — _ - - - � �► /^ > ; / I - — — - �� 1 it NS _ UNUSED 6. PULLBOXES SHALL BE NO. 5 UNLESS OTHERWISE SHOWN. < 5 .c - - — / I _ _ - - o — 7. LUMINAIRES SHALL BE FULL CUT -OFF WITH TYPE IV PHOTO O _ _ - - - 12 02 ELECTRONIC UNIT. + � SO < �5 _ < 1 1 /' OPERATION SHALL BE RED IN ALL PHASES. S4 - ' -� 4 > \ I 1 / Qp FOR FUTURE 8 PHASE IN T BECAUSE OF ERLOCKING LEFT TURN ON 1� - - / ^� EOPE 07 CTIONS) v Do LEUCADIA BOULEVARD. LEAD -LAG PHASING SHALL BE PROVIDED Q PAVEMENT MARiCiFtG REMOVAL ANO TRA C S � > O / � R L FF1 TRIPING REMOVAL BY L)l 4 ( 4 SE I (PER CIILTRANS HIGHWAY DESIGN MANUAL �I V � X_ A� < I ( I 3 07 1 / 02< "� � FOR PHASE 1 AND 5 . > EXIST. A D I A 12 c 2P 1 07 1 407D SHEET 400-27 SANDBLASTING SHALL BE DONE BY THE CONTRACTOR. O f" r X01 C TURNING TEMPLATE FlG. ) � \ ll \ G I I � 1 n L E >� I.THE CONTRACTOR SHALL OBTAIN THE E / ; N E APPROVAL OF T TRAFFIC O 1 .\ I '� v 20' i ENGINEERING DIVISION SION FOR THE STRIPING, PAVEMENT MARKINGS, PARKING z 13 I , - - r ^ ^ - - " TYPICAL POLE P L A C E M E N T REMOVAL AND SIGN LOCATION PRIOR TO PAINTING OR INSTALLATION. � 1 _ �� EXISTING 2 6 PAIR X119 INTERCONNECT 10.THE CONTRACTOR IS RESPONSIBLE FOR THE LAY OUT AND INSTALLATION (.!) i - C\ �� _ _ - - _ I , i j "f j CABLE TO CONTROLLER CABINET AT LEUCADIA OF LOOP DETECTORS, TRAFFIC STRIPING, PAVEMENT MARKINGS, PARKING t EXIST. R -�- -` I _ .01. 1 BOULEVARD AND, ACCESS ROAD, APPROX. 500 FT. REMOVAL AND TRAFFIC SKhNING AS SHOWN ON THESE PLANS AS ARE I I I I 1 11 g O i (PULLBOXES 180 MAX. SPACING) (SEE SHEET 51) NECESSARY FOR THE SAFE AND EFFICIENT MOVEMENT OF VEHICULAR -�- j R34 1 ^ 11 x I _ _ _ _ _ _ EXIST. , � 1 E I 4 1 1 ^ N -- I / 1 �' 2 "C, 4DLC, 1SIC A TRAFFIC AND PEDESTRIANS. TYPE "Q" X- Ate 1 0 1 1 1 1 I / �> 1 <'1( � �k - - ADD 1DLC 11.THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN TO THE i 2 EXlsr. 1 ,�2Q `�' - 36 X36 L TRAFFIC ENGINEER A MINIMUM OF FIVE 5 DAYS PRIOR TO THE START OF 2 "C 1 DLC 1 SIC EXIST. 2 "C, 3DLC I IiSNS I ' , /' I ESC DLC =� 1� �� () _ - - 1 _ 2_ 1DLC 1/ ►- 2 C, 26 (SIGNALS), WORK. ORK. ADD 1DLC, 1 SIC n - ADD 2 "C, 6 PAIR #19 INTERCONNECT CABLE TO L- 1 I U i ^ ^ / � x 210 (I.I.S.N.S.), 210 (LIGHT) 4 y1y 12.CONTRACTOR SHALL NOT ERECT ANY SIGNAL STANDARDS MORE THAN 3 CONTROLLER CABINET AT LEUCADIA BLVD. EXIST. 2 "C, 4DLC 6 I ` 1 FLIT / �> i1 i I 3 4 Y I WEEKS PRIOR TO TRAFFIC SIGNAL TURN -ON. AND QUAIL GARDENS OR. APPROX. 4000'. ADD 2DLC,1 SIC EXIST. R 7 3 5 j I j� 2�, I ��' 1 v I 1 o - . I& THE ELECTRICAL CONTRACTOR SHALL NOT INSTALL ANY PARKING REMOVAL (SEE SHEET 33) t 1 ` 1 1 i 1 1 " ILOOP A MINIMUM OF FIVE (5) WORKING DAYS AFTER APPROVAL, SO THAT ADVANCE ONLY ONLY NL 36 "X36" D B NOTICE TO ADJACENT PROPERTY OWNERS CAN BE MADE BY THE TRAFFIC 0 0 DETECTOR i I II i / ^\ / ^ 1 ^ 1 XIST. 2 "C, 1DLC, 1SIC NO U TURN ENGINEERING DIVISION. � � i � R61 NOTE: EXACT LOCATiav BY ENGNEER 1 PVC NIPPLE i �� 1 I FUT. BIKE LOOP 14.ALL TREES AND SHRUB'S SHALL BE TRIMMED Oft REMOVED AS DETERMINED BY LENGTH AS REQUIRED 1 � t (MODIFY) � GA THE RESIDENT ENGINEER AS REQUIRED TO MAINTAIN SIGNAL HEAD VISIBILI 1 -2 " T 1 " VISIBILITY 1-1/2- 1 1 I I I I 06 EXIST. 2 "C, 1DLC, 1SIC 1 � I O CONDUCTOR SCHEDULE AND SIGHT DISTANCE. REDUCER I I i 1 CONDUIT SIZE & RUN 15. ANY DELAY IN OBTAINING PUBLIC AGENCIES APPROVALS AND /OR CONSTRUCTION ; , ' 06 1 OB pa R 7 3 — 2 DETAIL 07 do 8 OF SIGNAL OR STRIPING PLANS MAY REQUIRE RE- DESIGN O GN DUE CHANGES DETECTOR ASSIGNMENT 1 FLIT. BIKE LANE 4 SECTIONS HEAD A PHASE c�RCU 3"C 3 "C 2 -3" 3» 3"C 3 * 3 » C 2 -4 IN GOVERNMENTAL REQUiREMENTS/STANDARDS. I I 1 16.ALL VEHICLE SIGNAL HEADS SHALL BE 12" WITH BACKPLATES AND GLASS I DET. PHASE SLOT I FIELD TERMINAL 1 0 '� i EXiST. 2 "C, 1SIC �� LENSES. ALL PED SIGNALS SHALL BE TYPE "G" DISPLAYING INTERNATIONAL i U T2 - & 6 SIGNAL HEAD ` j 1 � - i 1 - 24 X24 - - - - _ - _ _ - 1 SYMBOLS. 2 12L T2 - 7& 8 HOUSING 1 1 17. ALL CONDUIT SHALL BE r UNLESS OTHERWISE NOTED. 3 1 2 13U T - 9 & 10 N - F 2 13L T -11 &1 1 ` - 1 - - 18.PEDESTRIAN PUSHBUTTON SiZE AND MOUNTING HEIGHT SHALL 14 T4 - 1 & BACKPLATE 1 _ 1 1' _ I 17 1 1 17 j 1 . SCALE :20 CONFORM TO THE AMERICANS A WITH DISABIU71ES ACT, - _ 1 I _ - - " CCESSABi JTY*. PROVIDE THE CORRECT CONDUCTORS - n 1� - r� 1 1 1' > i I REQUIRED FOR THE INTENDED OPERATION. ALL EQUIPMENT - U.P.E. DETECTOR I 1 i 0 10 20 40 R 34 12 J5L - I l 1 �' 1 I SHALL BE ON THE CURRENT STATE OF CALIFORNIA U T3 - 2 2 2 2 6 ASSEMBLY I I �' 1 TOTAL CABLES - 3 12 CONDUCTORS 1 4 1 1 1 "QUALIFIED PRODUCTS" UST. T - 8 i i 1 - - - ' N I 1 t #10 - - - = 1 `' 1 4 4 4 4 4 — — 6 4 T 1 & 1 ' 1 2 2 - - 2 1 1 I1U T - 1 & 2 ' _ _ _ _ 1 11 T - 4 EXISTING 2 "C, 6 PAIR #19 INTERCONNECT - 17 8 T5 - & 1 CABLE TO CONTROLLER CABINET AT GARDE TYPE - - - - 2 18 8 J61 T - 11 & 1 VIEW ROAD AND VIA CANTEBRIA APPROX. 1800. B 8 7 T7 - 1 & ) 5 PULLBOXES 180' MAX. SPACING G DLC - 5 5 99 � 7 T7 - 3 & 4 (SEE SHEET 53) 5 AS —BUILT 2 11 U T8 - 4 COM 6 TRAFFIC SIGNAL PLAN BY: 2 - 2 2 - - _ _ NOTE: URBAN SYSTEMS ASSOCL 7TS, INC. — — _ 430 �Rvr atu ROAD, SUITE tod PPB 112L T8 113L T8 - 8 & COM 9 CONTRACTOR SHALL POTHOLE AND FIELD VERIFY NOTE PROPOSED CONSTRUCTION SHOWN DARK AW SAN EW DIE A SC "FU ( R.0 . ss # 15ff4 - 7 9 6 s 17 _ _ EVA + J1 U T - 4 M HORIZONTAL AND VERTICAL LOCATION OF ACC ,uvn�w P. wuEFU - R.C .E. /�s9� © T OTAL P.E. EXP. DATE _ EXIST. UTILITIES IN ADVANCE OF CONSTRUCTION D EN OF WORK IN E EVEN 8 PAIR 8 INTERCONNECT CABLE FUTURE CONSTRUCTION SHOWN LIGHT . _ _ EVB T9 1+ J12L 9 _ M OFCONFLICiiNGUTILITf CROSSINGS TO ALLOW EXISTING CONSTRUCTION SHOWN DASHED _ _ 1 1 - REVIEWED BY: EVPE _DLC - 2 SUFFICIENT TIME FOR REDESIGN SO AS NOT TO * - E)gS11NG CONDUIT c CALL DELAY CAUSE DELAYS IN CONSTRUCTION. REFEREN DRAWING NO . TM 94- 066, 4334 —I SHEET 52 OF 83 ANDREW P. SCHLAEFLI — R.C.£ 115964 DATE INSPECTOR DATE REVISIONS APPROVED DA TE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT ° � °�1"N AT W SHE � APPROVALS CITY O E N C I N ITAS ENGINEERING DEPARTMENT DRAWING N0. /IS ' U/L T 8•u•QD DESCRIPTION: TW CIF &BASS WK N WELL BASE PREPARED BY: Till) 94 —OSs " � HUNSAK��` ASSOCIATES IIZVI NE, INC. 55 RECD o APP � TRAFFIC SIGNAL MODIFICATION PLAN FOR: sss� -� YoNUtIxr. DATE. � - HORIZONTAL , 20 I X,TION : SEA. 64+24 a rCOM BY: LEUCADIA BLVD. AND GARDEN VIEW R OA Es 282 RECORDED FROM CO. VERT, CONTROLP G.105 �� Etta �. • �Y'�I R.C.E. NO: 3644 ORU J. MAYS S 3 131 OI DATE: f' /�' DATE: ENCINITAS RANCH SHEET 30 of 40 ELEVATION: 120.20 DATUM: M S l REG iMRED CIVIL E NGINEER ' O 1 DRAWING FILE NAME: 2894 -E2B U.S.A.002894S 4 -6 -99 AT,MV CD -4