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7858 POLE SCHEDULE WORK TO BE DONE GENERAL NOTES C�ILEE •PED POLE LOC �4, INSTALL TRAFFIC SIGNALS, SAFETY LIGHTING, AND ASSOCIATED EQUIPMENT 1.LOCA710N OF ALL EXISTING UNDERGROUND UTILITIES SHOWN STANDARD LUMINAIRE I.I.S.N.S. SIGNAL�IIt�OUNTING PED SIGNAL PUSHBUTTON SEE DET2L IP REMARKS TO PERFORM THE FUNCTIONS SHOWN AND CALLED OUT ON THESE PLANS. ARE APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE LOC. HPSV LEGEND EXACT LOCATIONS AND VERIFY ALL CONDITIONS ON THE JOB TYPE HEIGHT SIG. M.A. LUM. M.A. MAST ARM POLE MTG. PHASE QUAD 8 A SPECIFICATIONS SITE. PHONE UNDERGROUND SERVICE ALERT AT 1-800-422-4133 • TWO WORKING DAYS BEFORE DIGGING. O 2g-4-70 30 40 t5 25oW Leucafio Blvd. 2-MIS SV-t-T SP-t-T - - 7 20 CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS 2,ALL POLES, CONDUIT, PULLBOXES, STRIPING AND LOOP DETECTOR FUTURE ROAD DATED JULY 1992. STANDARD SPECIFICATIONS FOR PUBLIC WORKS LOCATIONS SHOWN ON THESE PLANS ARE APPROXIMATE. ACTUAL © 1A 10' - - - - _ TV-1-T - e E 4' 18' CONSTRUCTION (1991 EDITION)2"C, 2#6 (SIGNALS) LOCATI ONS SHOULD BE DETERMINED BY FIELD CONDITIONS AT THE © 4»29-5-70 30' "GO, 15' 25OW Town Center PI. 3-MAS SV-1-T SP-t-T 8 W 4' 1 21' 2#10 (LIGHTING) I STANDARD PLANS / DRAWINGS / PROCEDURES & MANUALS 71ME OF CONSTRUCTION AND AS DIRECTED BY THE CITY ENGINEER. 2#10 (I.I.S.N.S.) 2 3.ROUTING AND LOCATIONS OF UNDERGROUND ELECTRICAL SYSTEM IS OD IA 10' - - - - _ _ SP-1-T 2 S 4' 78' II CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD PLANS DATED DIAGRAMMATIC AND SUBJECT TO APPROVAL OF THE ENGINEER. JULY 1992. CALIFORNIA DEPARTMENT OF TRANSPORTATION, 'MANUAL OF UNDERGROUND ELECTRICAL LINES AND SUBSURFACE STRUCTURES OE 26-4-70 30' *0044' 15' 25OW Leucadia Blvd "*2-TENON - - 2 N 4' 20' I III TRAFFIC CONTROL FOR CONSTRUCTION AND MAINTENANCE WORK ZONES' MAY BE RELOCATED IF NECESSARY TO CLEAR OTHER EXISTING 2 (1990 EDITION) UNDERGROUND FACILITIES. FO 1A 10' - - - - _ TV-t-T SP-t-T - - 4' 12' 3 I INSTALL N CONDUIT WITH 12 PAIR ER 4•CONTRACTOR SHALL PROVIDE ALL CABLING AND CONDUCTORS 1 R61-2 ----� 2"C,6DLC WITH INTERCONNECT CABLE TO CONTROLLER NECESSARY TO PERFORM ALL FUNCTIONS SHOWN ON THESE PLANS. © 29-5-70 30' S5' 15' 250W TownCenterPo 3-MAS SV-1-T - - - 7' 18' _ 1 - _ 8 6 II I.I.S.N.S I INTERCONNECT CABLE CABINET AT EL CAMINO REAL AND � ---- LEUCADIA BLVD. APPROX. 500 FT. SLOOP DETECTORS SHALL BE 6'x6' WITH 10' SPACING, UNLESS 0 1A 10� - - - _ - TV-1-T - - - 4' 16' I OH QA 20 B i (PULLBOXES 180' MAX. SPACING) OTHERWISE SHOWN. ALL DETECTOR LOOPS SHALL BE INSTALLED IN I 18' FU . III #6 1 OI 2"C,6DLC WITH ACCORDANCE WITH STANDARD PLANS ES-5A AND ES-5B. ALL o - POLE LOCATIONS ARE PRELIMINARY. CONTRACTOR SHALL POTHOLE ALL SIGNAL POLE LOCATIONS AND COORDINATE WITH THE CITY OF ENCINITAS FOR EXACT I _ I INTERCONNECT CABLE LOOP DETECTORS EXCEPT LIMIT LINE LOOPS, SHALL BE TYPE "B". PLACEMENT PRIOR TO FOUNDATION CONSTRUCTION. 1 3 I 2"C,1DLC WITH LIMIT LINE LOOPS SHALL BE TYPE 'D". LOOP WARE SHALL BE TYPE "2' « = SHOP DRAWINGS MUST BE SUBMITTED AND APPROVED BY THE CITY ENGINEER SHOWING DESIGN CALCULATIONS BY A REGISTERED STRUCTURAL ENGINEER FOR I G 15' 8P 18' 1 50' TO INTERCONNECT CABLE AND LOOP DETECTOR LEAD IN CABLE (DLC) SHALL BE TYPE "B'. LOADING REQUIREMENTS AT WIND VELOCITY OF 70 MPH. FUT. #6 X- ALK ALL NECESSARY STRIPING SHALL BE LOCATED PRIOR TO POSITIONING a» - MAST ARM WITH TENON FOR FUTURE HEADS I 2 = AoA I I.I.S.N.S #6 THE LOOP DETECTORS. 17I(FUT.4P) I III � _ 6.PULLBOXES SHALL BE NO. 5 UNLESS OTHERWISE SHOWN. D CONDUCTOR SCHEDULE p ' tl� (FUT.4+6) EVPE 05 UT.4+6 7.LUMINAIRES SHALL BE FULL CUT-OFF WITH TYPE IV PHOTO (FUT.6 ) ELECTRONIC UNIT. fij3 DUIT SIZE & RUN (FUT.6 IIII(� o0 &PAVEMENT MARKING REMOVAL AND TRAFFIC STRIPING REMOVAL BY " r, 8 TE/yP A T �E ..Q" - 300 TO SANDBLASTING SHALL BE DONE BY THE CONTRACTOR. 3C 3C 3C 3C 2-4 I AWG PHASE CIRCUIT ry W �A^ X-WALK _ 9 ENGIN EER NGC IVIRSIONAFOR THE SIRIPING,PPAVEMENT MARK NG PARKING #3 P _ _ _ _ REMOVAL AND SIGN LOCATION PRIOR TO PAINTING OR INSTALLATION. ru 9 9 g —R 10.THE CONTRACTOR IS RESPONSIBLE FOR THE LAY OUT AND INSTALLATION EVPE 01+6 $— — 7 D - 5 5 — REMOVAL AND TRAFFIC SIGNING AS SHOWN ON THESE PLANS AS ARE E _ m 6 15' I II 1O 10 $ NECESSARY FOR THE SAFE AND EFFICIENT MOVEMENT OF VEHICULAR F 70 10 .4�f6 7 TRAFFIC AND PEDESTRIANS. G - - - A.) PAVEMENT MARKERS SHALL BE INSTALLED ON ALL LANE LINES AND 12 _ _ 01 11 CENTERLINE STRIPING ON ALL NEW STREETS, AS WELL AS ON TOTAL CABLES - 3 12 CONDUCTORS I N 6 1 - 11 11 01 N EXISTING STREETS WHERE REPLACEMENT OF PAVEMENT IS NECESSARY. S.N.S. 2 2 2 - 2 - 2 ••/• S g - 11.1HE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN TO TH E #l0 STREET LIGHTS 2 2 2 2 - 2 - III 12 TRAFFIC ENGINEER A MINIMUM OF FIVE (5) DAYS PRIOR TO THE START OF TOTALS 4 4 4 4 - 4 - 4 ,2 —. ro 05 1 12 0' N - WORK. D.L.C. 2 2 1 5 5 5 4 1 II EWE 04+5 ' o 0 12.CONTRACTOR SHALL NOT ERECT ANY SIGNAL STANDARDS MORE THAN 3 TYPE _ _ _ 5 5 _ _ _ — — _ O n WEEKS PRIOR TO TRAFFIC SIGNAL TURN-ON. 3 13.THE ELECTRICAL CONTRACTOR SHALL NOT INSTALL ANY PARKING REMOVAL DLC 5 _ _ _ _ _ 1 2 �� ro 4 4 I I II 02 6 R59U A MINIMUM OF FIVE (5) WORKING DAYS AFTER APPROVAL, SO THAT ADVANCE 6 4 - - - - - 4 III — NOTICE TO ADJACENT PROPERTY OWNERS CAN BE MADE BY THE TRAFFIC _ _ _ _ _ _ _ _ _ cn 'n — — ENGINEERING DIVISION. 8 - - - 3 - 3 - - —_ _ — - " I I II — — 14.ALL TREES AND SHRUBS SHALL BE TRIMMED OR REMOVED AS DETERMINED BY - — 02 -N — —_— — — — 02 — — / ro THE RESIDENT ENGINEER AS REQUIRED TO MAINTAIN SIGNAL HEAD VISIBILITY TOTAL b 6 - 6 3 - 15 2 2 - — — AND SIGHT DISTANCE. 2 8 15.ANY DELAY IN OBTAINING PUBLIC AGENCIES APPROVALS AN6;/OR CONSTRUCTION INTERCONNECT CABLE - 1 1 t 1 t 1 1 - - 2 1 FUT. FUT. _ — OF SIGNAL OR STRIPING PLANS MAY REQUIRE RE-DESIGN DUE TO CHANGES EVPE - DLC 1 1 1 t - 1 - 3 — T ISIS 2P — — — — _ — — IN GOVERNMENTAL REQUIREMENTS/STANDARDS. FUT.4P) 6 — — 16-ALL VEHICLE SIGNAL HEADS SHALL BE 12" WITH BACKPLATES AND GLASS . . 44' Tp lO � m LENSES. ALL PED SIGNALS SHALL BE TYPE G DISPLAYING INTERNATIONAL LEGEND 300' TO "C,1DLC WITH 1 F yj ISntS -1 2+8 SYMBOLS. X_WALK INTERCONNECT CABLE X-WALK I 8 / L> #6 17.ALL CONDUIT SHALL BE 3' UNLESS OTHERWISE NOTED. " 12' FUT. Y I 118-PEDESTRIAN PUSHBUTTON SIZE AND MOUNTING HEIGHT SHALL O = TYPE B LOOP DETECTOR #6 — y LEUCADIA BLVD , CONFORM TO THE AMERICANS WITH DISABILITIES ACT 1"C,6)LC WITH 1 22 INSTALL 2" CONDUIT WITH 12 PAIR #19 INTERCONNECT CA13LE 1 _ "ACCESSIBILITY. PROVIDE THE CORRECT CONDUCTORS ® = TYPE "D" LOOP DETECTOR INTERCONNECT CABLE TO CONTROLLER I C4 O I REQUIRED FOR THE INTENDED OPERATION. ALL EQUIPMENT CABINET AT GARDEN VIEW ROAD AND 1 5 o R SHALL BE ON THE CURRENT STATE OF CALIFORNIA EMERGENCY VEHICLE PRE-EMPTION DETECTOR LEUCADIA BLVD. APPROX. 500 FT. I 'QUALIFIED PRODUCTS' UST. (PULLBOXES 180' MAX. SPACING) L------ 00 7 I PHASE DIAGRAM = PROPOSE SIGNAL HEAD 13 O� O Y CONSTRUCTION NOTES (SEE SEE SHEET 52) PROVIDE TENON 13 — _J INSTALL TYPE 170 CONTROLLER WITH BI-TRANS 412C MODULE 200 SA SYSTEM FUTURE SIGNAL HEAD FOR FUTURE HEADS — y = PROPOSE PED HEAD DETECTOR ASSIGNMENT 24„X24„ • 1 2 <3 T 4 SAFTWARE AND A MOEM WITH ALL AUXILIARY EQUIPMENT NECESSARY TO ap �. �. 2"C 3DLC O G I PROVIDE THE INTENDED DETECTION AND OPERATION IN A MODEL 332 -----Cp = FUTURE PED HEAD 36 X36 II F---� I W y ANODIZED ALUMINUM CABINET, WIRED FOR 8-PHASE CAPABILITY AND G DETECTOR FIELD TERMINAL ^ 15 FUTURE FUTURE INCLUDE ALL ACCESSORIES NECESSARY TO PROVIDE THE PHASING = STANDARD NO PHASE SLOT CONNECTIONS I 1.3 13 O YA 5 6 7 8 AND PERFORM ALL FUNCTION INDICATED ON THESE PLANS. ALL LUMINAIRE 1 2 12U T2 - 5 & 6 • I EQUIPMENT SHALL BE ON THE CURRENT STATE OF CALIFORNIA '• = HANDHOLE 12L 2-- 7 & 8 ONLY I ( 'QUALIFIED PRODUCTS LIST'. THE CABINET SHALL BE EQUIPPED WITH THE BEST LOCKS. PROVIDE PULLOUT TABLE UNDER CONTROLLER. p = PULLBOX 13L 2 - 11 d1:112 R 59 (U) R73-5 GA FUTURE y 2 14U T4 - 15 13 13 INSTALL 120/240V TYPE 111-13F SIGNAL AND LIGHTING SERVICE = PED RAMP 5 J1U 3 - • ENCLOSURE. USE 40 AMP SIGNAL BREAKER, 30 AMP LIGHTING BREAKER I DETAIL 02+8 & FUT. 4+6 %LASTING OPERATION SHALL BE RED IN ALL PHASES. AND 15 AMP SIGNAL BREAKER FOR I.I.S.N.S. SIGNAL AND I.I.S.N.S. = PED FENCE 6 J2L 3 - 5 CIRCUITS SHALL BE 120V METERED AND LIGHTING SHALL BE 120V 6 QU T3 - 9 & 10 5 SECTIONS BECAUSE OF INTERLOCKING LEFT TURN ON LEUCADIA BOULEVARD, UNMETERED. = CONDUIT 10 6 QL T3 - LEAD-LAG PHASING SHALL BE PROVIDED FOR PHASE 1 AND 5. 11 1 11U - I ob (PER CALTRANS HIGHWAY DESIGN MANUAL TURNING TEMPLATE ❑3 INSTALL 3' CONDUIT WITH PULLROPE AS REQUIRED BY SDG&E. EXACT © = BIKE LOOP 12 1 11L - 1 `8 `8 14' 0 0 DETECTOR FIG. 407D, SHEET 400-27). LOCATION OF CONDUIT TO BE DETERMINED BY SDG&E IN THE FIELD. Co = CONTROLLER 1 8 J6U 5 - ONLY 0 N L Y ONLY . CONTACT MS. SUE BUTTON AT (619)654-1218 AT LEAST 48 HOURS 1 8 J6L - 1 & 2 [_N_0_ , 4' 2 1" PVC NIPPLE 6�� PRIOR TO BEGINNING WORK. ® = SERVICE POINT 1 8 J7U - U TURN 14' 12 LENGTH AS REQUIRED �14F ® CONTRACTOR TO VERIFY SERVICE LOCATION AND REQUIREMENTS WITH PB 112U T8 - 4 & COM 6 Q = ;METER POINT 12L T8 - 5 COM (J� f-1-1/2” TO 1" ��� �P• 31 SAN DIEGO GAS AND ELECTRIC COMPANY. 113E T8 - 8 & COM 9 R61 - 2 R ` REDUCER D FURNISH AND INSTALL EMERGENCY PRE-EMPTION DETECTOR ASSEMBLY 1+6 12L T9 _ 5 & C M 6 GENE a �� '�„ �` SOPTICOM) ABOVE SIGNAL HEADS AT LOCATIONS SHOWN ON PLAN BY 13L 119 - �/ /� C T �(�\n�N �!Exp.�/3� Y' SYMBOL. OPTICOM SHALL BE 3M OPTICOM PRIORITY CONTROL THIS RECORD DRAWING SHOWS THE FACILITIES AND THEIR LOCATION BASED ON DATA FURNISHED BY TYPICAL PICAL POLE PLACEMENT �J, • SYSTEM MODEL 521. SEE DETAIL 'A". THE CONTRACTOR AND INSPECTED BY THE CITNS RESIDENT ENGINEER. FOR FUTURE CONSTRUCTION, INSTALL SIGNS ON MAST ARM PER STANDARD PLAN ES-6T DETAIL"U'. LOCATION OF FACILITIES MUST BE VERIFIED IN THE FIELD. Q OFESSI N SIGNAL HEAD p Y: O'DAY CONSULTANTS 10 �Q� L. q( HOUSING SIGNAL PLAN BY: ...$T. E ,,...D.,.., .,E., ter..,....,.. ... ... , E. « ...,,. {� R AS BUILT DRAf TNG ay URBAN SYSTEMS ASSOCIATES, INC. q /Cr I �.� �F i V�TC U SYSTEMS ASSOCIATES, INC. 4540 XEARN VILLA ROAD, SUIT.f - AN DIEGO, CA A 92123, (619) 560-49I 491 I A BACKPLATE— ANDREW P. SCHLAEFLI - R.C.L: 115964 ® INSTALL TYPE II PED FENCE PER CALTRANS STANDARD PLANS ES-5E. 4 ANDREW P SCHLAEFLI DATE DcP. 9/30/99 r r y m NO. 35134 , " AS-BUILT .J— Y CIVIL C��Q E.V.P.E. DETECTOR ,^, �/�' DESIGNED BY: J.D.. H.R. DATE: MAY 1995 NOTE: 2 C3 TF OF CA11F�� ��� DRAWN BY: T.G.,S.B.,G.M. SCALE: 1" = 20' : G I2-°►-9� 2I } ASSEMBLY CONTRACTOR SHALL POTHOLE AND FIELD VERIFY ANDREW P. SCHLAEFLI - T.E. #930 DATE PROJECT MGR.: J.L.M. JOB NO.: 93-1009 P.E. �3® EXP. I+'�-�� DATE HORIZONTAL AND VERTICAL LOCATION OF ALL o < V2 C 0 N S U L T A T S EXIST. UTILITIES IN ADVANCE OF CONSTRUCTION CARLTAS DEVELOPMENT 7220 Avenida Encines Civil Engineering N AND NOTIFY ENGINEER OF WORK IN THE EVENT LOOP ZELMAN RETAIL PARTNERS ® ENGINEER OF WORK: REVIEWED BY: OF CONFLICTING UTILITY CROSSINGS TO ALLOW B COMPANY suite 204 Plocessi }.- 0' 40' Cwlsbad, Col'rfomio 92009 Processing SUFFICIENT TIME FOR REDESIGN SO AS NOT TO I 1661 HANOVER Rww, SWE 221 619-931-7700 Surveyng NOTE: EXACT LOCATION BY CITY ENGINEER CAUSE DELAYS IN CONSTRUCTION. 20' CITY Of INDUSTRY, CALffORNN 91748 Fax:619-931-8680 DATE: TEL (818) 913-0030 FAX (818) 913-6169 5600 AVENIDA EN(619) SURE 100 CAAX (619) CALIFORNIA 92008 U.S.A. JEFFREY L. MITCHELL RCE: 35134 INSPECTOR DATE SCALE: 1' = 20' (619) 431-ssoo fAx (s1s) 431-sozo REVISIONS APPROVED DATE REFERENCES DATE DESIGNED BY DRAWN BY CHECKED BY APPROVALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. BENCH MARK SCALE SPECIAL DISTRICT J.D. H.R. G.M. T.G. S.B. ?? 5- u%%-T 1 -e,'c' DESCRIPTION: TOP OF BRASS DISK IN WELL PLANS PREPARED UNDER SUPERVISION of RECOMMENDED A OV D MONUMENT. HORIZONTAL 1° _ $0' DATE: 77 BY. BY: � C TRAFFIC SIGNAL PLAN FOR. TM 94-066 LOCATION: STX 64+24 EL CAMINO REAL RECORDED FROM.S.D. CO. VERT. CONTROL.PG.105 VERTICAL R.C.E. NO: 35134 DATE: 2 6644 DATE: 2_f-0 LEUCADIA BLVD. AND TOWN CENTE"APL 4334—I ELEVATION: 120.20 DATUM: M.S.L. JEFFREY L MITCHELL EXP: 9/30/95 ,° ENCINITAS RANCH SHEET 51 OF ' WORK PROJECT NO. 8'3 DRAWING FILE NAME: LEC-ACC U.S.A.002894S 11-21-95 RD # 296 T,S _ O/�MEN m AS-BUILT Date: 04/04/95 The: t 0:51 PC f t FILE=f:\JOBS \931009\95104.DWG /n/�lA/ i POLE SCHEDULE LEGEND LEGEND CONTINUE PHASE DIAGRAM O = PULLBOX VEH PED• POLE LOCATI�,* O = TYPE "B" LOOP DETECTOR WORK TO BE DONE �-f STANDARD LUMINAIRE I.I.S.N.S. SIGNAL MOUNTING PED SIGNAL PUSHBUTTON SEE DETAIL B REMARKS PED RAMP 1 2 3 T 4 �/ LOC. HPSV LEGEND � <- I ' INSTALL TRAFFIC SIGNALS, SAFETY LIGHTING, AND ASSOCIATED EQUIPMENT — TYPE HEIGHT SIG. M.A. LUM. M.A. MAST ARM POLE MTG. PHASE QUAD B A ® = TYPE "D" LOOP DETECTOR _ = PED FENCE I j TO PERFORM THE FUNCTIONS SHOWN AND CALLED OUT ON THESE PLANS. CONDUIT I W V O 29-5-70 30' 55' 15' 250W Leucadia Blvd. 2-MAS SV-1-T _ - - 7' 20' = EMERGENCY VEHICLE PRE-EMPTION DETECTOR © FUTURE FUTURE SPECIFICATIONS = BIKE LOOP © 1A 10' - - - - - TV-2-T - 8 W 4' 20' (Fur.) --�--� = PROPOSE SIGNAL HEAD ® 5 6 1 7 B ,A CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS li J = CONTROLLER I DATED JULY 1992. STANDARD SPECIFICATIONS FOR PUBLIC WORKS oP , 1-TENON _ _ � � �> = FUTURE SIGNAL HEAD '� � � r © **29-5-70 30 60 15 25OW Garden View Rd. 1-MAS SV-1-T SP-1-T 4 20 - t - ® _ _�1 -> II CONSTRUCTION 1991 EDITION OD 1A 10' - - - - - - - 2 N 4' 24' FUTURE PED HEAD CI = METER POINT POINT FUTURE FUTURE W STANDARD PLANS / DRAWINGS / PROCEDURES & MANUALS —. . . - PROPOSE PED HEAD EO ***29-5-70 30' 50' 15' 250W Leucadla Blvd 2-TENON - SP-1-T 2 N 7' 20' O = STANDARD = UTURE BI E LOOP FLASHING OPERATION SHALL BE RED IN ALL PHASES BECAUSE OF INTERLOCKING LEFT TURN ON LEUCADIA BOULEVARD. CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD PLANS DATED --' LEAD -LAG PHASING SHALL LEFT PROVIDED FOR PHASE 1 AND R JULY 1992. CALIFORNIA DEPARTMENT OF TRANSPORTATION, "MANUAL OF O 1A to' - - - - _ TV-1-T SP-1-T B E 4' 20' = LUMINAIRE D 1 TRAFFIC CONTROL FOR CONSTRUCTION AND MAINTENANCE WORK ZONES" CD = FUTURE PULLBOX 4n vEM �� 2 1 50' TO CPER CALTRANS HIGHWAY DESIGN MANUAL TURNING TEMPLATE (1990 EDITION), CALTRANS TRAFFIC MANUAL. © 29-5-70 30' 50' 15' 250W Garden View Rd. 2-MAS SV-t-T - 8 E 4' 20' ^ - nn C 11 ` G. 407D, SHEET 400-27) <� �> - FUTURE LOOP SO �r I I O 11 X-WALK CONSTRUCTION NOTES O 1A 10' - - - - - TV-1-T SP-1-T - - 4' 19' 20• 2"C, 1DLC 1❑ INSTALL TYPE 170 CONTROLLER Wllli 81-TRANS 412C MODULE 200 E � 4'x6' 2"C, 5DLC TYPE "Q" SA SYSTEM SOFTWARE AND MODEM WITH ALL AUXILIARY EQUIPMENT * POLE LOCATIONS ARE PRELIMINARY. CONTRACTOR SHALL POTHOLE ALL SIGNAL POLE LOCATIONS AND COORDINATE WITH THE CITY OF ENCINITAS FOR EXACT __ 2"C, 5DLC NECESSARY TO PROVIDE THE INTENDED DETECTION AND OPERATION PLACEMENT PRIOR TO FOUNDATION CONSTRUCTION. © 1 IN A MODEL 332 ANODIZED ALUMINUM CABINET WITH A PULLOUT *r SHOP DRAWINGS MUST BE SUBMITTED AND APPROVED BY THE CITY ENGINEER SHOWING DESIGN CALCULATIONS BY A REGISTERED STRUCTURAL ENGINEER FOR r T ABLE UNDER CONTROLLER, WIRED FOR 8-PHASE CAPABILITY AND MAST ARM MATH TENON FOR FUTURE HEADS O LOADING REQUIREMENTS AT WIND VELOCITY OF 70 MPH. 1 F #6 r 1 INCLUDE ALL ACCESSORIES NECESSARY TO PROVIDE THE PHASING ►** .r 1 � � - �- e = ADA 90POUTM4 1 20 25 (FLIT FUT.14+�6 300 TO 8 > AND PERFORM ALL FUNCTION INDICATED ON THESE PLANS. ALL GENERAL NOTES 1 FUT 05/- 1 ` EQUIPMENT SHALL BE ON THE CURRENT STATE OF CALIFORNIA U . 6P) x_ ALK "QUALIFIED PRODUCTS LIST". THE CABINET SHALL BE EQUIPPED WITH 1.LOCATION OF ALL EXISTING UNDERGROUND UTILITIES SHOWN 11 (FLIT. 4P) 08 6 R 1-2 i� 7 e THE BEST LOCKS. ARE APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE 1 © I I 1- „C 2DLC ❑ INSTALL 120/240V TYPE III-BF SIGNAL AND LIGHTING SERVICE EXACT LOCATIONS AND VERIFY ALL CONDITIONS THE JOB #6 FUT 1 I 1 2 ENCLOSURE. USE 40 AMP SIGNAL BREAKER, 30 AMP LIGHTING BREAKER SITE. PHONE UNDERGROUND SERVICE ALERT AT 1-800-422-4133 06 EVPE 08 -°-"-f .f""'� (FU AND 15 AMP SIGNAL BREAKER FOR I.I.S.N.S. SIGNAL AND I.I.S.N.S. TWO WORKING DAYS BEFORE DIGGING. 1 06 Q I 10 CIRCUITS SHALL BE 120V METERED AND LIGHTING SHALL BE 120V 2.ALL POLES, CONDUIT, PULLBOXES, STRIPING AND LOOP DETECTOR 1 (FLIT. 6P) I 10 10 UNMETERED. LOCATIONS SHOWN ON THESE PLANS ARE APPROXIMATE. ACTUAL 15Ng EVPE 01+ 06 W- 1 01 3 LOCATIONS SHOULD BE DETERMINED BY FIELD CONDITIONS AT THE 5 1 11 ❑ INSTALL 3 CONDUIT WITH BE DETER AS REQUIRED E SD H E. EXACT TIME OF CONSTRUCTION AND AS DIRECTED BY THE CITY ENGINEER. - LOCATION OF CONDUIT TO BE DETERMINED BY SDGdrE IN THE FIELD. &ROUTING AND LOCATIONS OF UNDERGROUND ELECTRICAL SYSTEM IS � I 3 I 11 11 - 01 CONTACT MS. SUE BUTTON AT (619)654-1218 AT LEAST 48 HOURS DIAGRAMMATIC AND SUBJECT TO APPROVAL OF THE ENGINEER. 13 06 I PRIOR TO BEGINNING WORK. UNDERGROUND ELECTRICAL LINES AND SUBSURFACE STRUCTURES 1 12 12 ® CONTRACTOR TO VERIFY SERVICE LOCATION AND REQUIREMENTS WITH MAY BE RELOCATED IF NECESSARY TO CLEAR OTHER EXISTING _ 12 SAN DIEGO GAS AND ELECTRIC COMPANY. UNDERGROUND FACILITIES. 12 R73-5 © - �� i - ❑5 FURNISH AND INSTALL EMERGENCY PRE-EMPTION DETECTOR ASSEMBLY 4.CONTRACTOR SHALL PROVIDE ALL CABLING AND CONDUCTORS rr1 )3 FU T.05 1 _ _ �OPTICOM) ABOVE SIGNAL HEADS AT LOCATIONS SHOWN ON PLAN BY NECESSARY TO PERFORM ALL FUNCTIONS SHOWN ON THESE PLANS. 12' �7 _ 01 - � ©R34- �--- Y" SYMBOL. OPTICOM SHALL BE 3M OPTICOM PRIORITY CONTROL �- I _- - _ SYSTEM MODEL 521. SEE DETAIL "A". 5.LOOP DETECTORS SHALL BE 6'x6' WITH 10' SPACING, UNLESS Z � � � > � �7 > - I EVPE 02+05 1 1 --" �-°- W-___.__ --- 6 " " OTHERWISE SHOWN. ALL DETECTOR LOOPS SHALL BE INSTALLED IN 4' - i <� 1 _ ❑ INSTALL SIGNS ON MAST ARM PER STANDARD PLAN ES-6T DETAIL U . ACCORDANCE WITH STANDARD PLANS ES-5A AND ES-56. ALL " Cf)C T j INSTALL TYPE II PED FENCE PER CALIRANS STANDARD PLANS ES-5E. LOOP DETECTORS EXCEPT LIMIT LINE LOOPS, SHALL BE TYPE "B". FU UMIT LINE LOOPS SHALL BE TYPE "D". LOOP WIRE SHALL BE TYPE "2" _;0 1 05 AND LOOP DETECTOR LEAD IN CABLE (DLC) SHALL BE TYPE "B". (n > ` W I 02 -I ALL NECESSARY STRIPING SHALL BE LOCATED PRIOR TO POSITIONING C) THE LOOP DETECTORS. 1 r1 1 ' f 6 ' `\v J (FUT.) i I CJ1 6.PULLBOXES SHALL BE N0. 5 UNLESS OTHERWISE SHOWN. - 5 fU ') 5 --G= I I tS�IS TYPICAL POLE PLACEMENT I 7.LUMINAIRES SHALL BE FULL CUT-OFF WITH TYPE IV PHOTO -' -u 12' 02 5 ' C 2 LC 4 I — I 11 I 10' ELECTRONIC UNIT. 3p0' TO FLIT.) &PAVEMENT MARKING REMOVAL AND TRAFFIC STRIPING REMOVAL BY CT7 � � 1\�j �j � 4 5 � ( � LV Do SANDBLASTING SHALL BE DONE BY THE CONTRACTOR. r1-1 \�/ ALK 12' 4 - (FUT.) (FLIT') 02 #6 A r _ -- 01 n n 9.THE CONTRACTOR SHALL OBTAIN THE APPROVAL OF THE TRAFFIC O i^`1 FUT.8P n 7 1 © LEUCADIA � m ENGINEERING DIVISION FOR THE STRIPING, PAVEMENT MARKINGS, PARKING 1 n 2"C, 6DLC( )� 20' REMOVAL AND SIGN LOCATION PRIOR TO PAINTING OR INSTALLATION. 2 F0 FLIT.) I I , �11 INSTALL 2"C, 12 PAIR #19 INTERCONNECT i2 1 -I 8p(FUT.4P) 20 I #6 1 CABLE TO CONTROLLER CABINET AT LEUCADIA 411 10.THE CONTRACTOR IS RESPONSIBLE FOR THE LAY OUT AND INSTALLATION I 4 1 BOULEVARD AND ACCESS ROAD, APPROX. 500 FT. OF LOOP DETECTORS, TRAFFIC STRIPING, PAVEMENT MARKINGS, PARKING _ - 1 I� 1 1 (PULLBOXES 180' MAX. SPACING) (SEE SHEET 51) o -C4 < �/2 -l" . I REMOVAL AND TRAFFIC SIGNING AS SHOWN ON THESE PLANS AS ARE i __ TO -�` '{ 6 1 I I 8 1 7 - R. �I NECESSARY FOR THE SAFE AND EFFICIENT MOVEMENT OF VEHICULAR _ 44 1 E III i _� LOOP 1 $ _ - THIS RECORD DRAWING SHOWS THE FACILITIES AND THEIR B TRAFFIC AND PEDESTRIANS. 4x6 ALK 1 I i ^ 15 15 I - „ LOCATION BASED DATA PROVIDED BY THE CONTRACTOR TYPE "Q" X� 1 20 17 2 C, 2 6 AND INSPECTED BY THE CITYS RESIDENT ENGINEER. FOR FUTURE A.) PAVEMENT MARKERS SHALL BE INSTALLED ON ALL LANE LINES AND I I k I O # (SIGNALS) NOTE: EXACT LocA110N BY CITY ENGINEER CENTERUNE STRIPING ON ALL NEW STREETS, AS WELL AS ON I 2 C, 2#10 LIGHTS).) EXISTING STREETS WHERE REPLACEMENT OF PAVEMENT IS NECESSARY. (FUT.) 2"C, 5DLC " 1 _ I I I v 2"C 2DLC I 2"C, 2#10 LIGHTS) CONSTRUCTION, LOCATION OF FACILITIES MUST BE VERIFIED 11.THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN TO THE 2 C, 1DLC 2 C, 6DLC �__-- - I X IN THE FIELD, TRAFFIC ENGINEER A MINIMUM OF FIVE (5) DAYS PRIOR TO THE START OF 8 ^ 15 I 3 4 1 $ AS13UILT DRAFTING BY URBAN SYSTEMS ASSOCIATES,INC. CONDUCTOR SCHEDULE WORK. III 17 II 15 I CONDUIT SIZE & RUN I �\ / 11 fUT. ° R , 3 0C 3 0C 2-3" 3"C 3"C 3"C 3"C 2-4" 12.CONTRACTOR SHALL NOT ERECT ANY SIGNAL STANDARDS MORE THAN 3 DETECTOR ASSIGNMENT I I ANDREW P SCHLAEFLI DATE AWyG PHASE CIRCUIT WEEKS PRIOR TO TRAFFIC SIGNAL TURN-ON. I I I I Ilii "C, DLC WIr1� 0 13.THE ELECTRICAL CONTRACTOR SHALL NOT INSTALL ANY PARKING REMOVAL DETECTOR PHASE SLOT FIELD TERMINAL I I I 1 ^\ I 15 � fmfFyl a,N�cr O Y - - SO THAT ADVANCE N0. CONNECTIONS INSTALL 2"C 12 PAIR #19 INTERCONNECT X18 17 I 15 I1 FLIT. BIKE LOOP #1114 - - - - - - - A MINIMUM OF FIVE (5) WORKING DAYS AFTER APPROVAL, NOTICE TO ADJACENT PROPERTY OWNERS CAN BE MADE BY THE TRAFFIC CABLE TO CONTROLLER CABINET AT GARDE I II I 2"C 1DLC WITH - - - - - 1 FUT. 2 12U T2 - 5 & 6 I Oe 1N�5acoNNrGT _ _ _ ENGINEERING DIVISION. 2 2 12L T2 - 7 & 8 VIEW ROAD AND VIA CANTEBRIA APPROX. 1800 . I FUT. BIKE LANE G D T2 - 9 & 10 (PULLBOXES 14.ALL TREES AND SHRUBS SHALL BE TRIMMED OR REMOVED AS DETERMINED BY 3 2 13U 180' MAX. SPACING) I 08 - 4 2 1 0g T2 - 11 & 12 (SEE SHEET 53) THE RESIDENT ENGINEER AS REQUIRED TO MAINTAIN SIGNAL HEAD VISIBILITY 5 4U _ I FAT p - - - -1 1 _t AND SIGHT DISTANCE. 6 FuT. 5 J1U T 1 & 2 I . YA - - - - -1 15.ANY DELAY IN OBTAINING PUBLIC AGENCIES APPROVALS AND/OR CONSTRUCTION 7 FUT.) 5 J1L - 1 OF SIGNAL OR STRIPING PLANS MAY REQUIRE RE-DESIGN DUE TO CHANGES 8 0 I 11 TOTAL CABLES - 3 72 CONDUCTORS 4 1 1 IN GOVERNMENTAL REQUIREMENTS/STANDARDS. p _ ' 3 1 O ONLY ONLY ONLY ONLY I.I.S.N.S. 2 - 2 2 - - 2 I o , GA #10 STREET TS - 2 - - 16.ALL VEHICLE SIGNAL HEADS SHALL BE 12" WITH BACKPLATES AND GLASS 11 11 - U ,n X _ _ _ LENSES. ALL PED SIGNALS SHALL BE TYPE "G" DISPLAYING INTERNATIONAL 12 (FUT.) 8 J6U 5 - 9 10 I I ' N N 13 1 2*C WAN 1 D TOTALS• 4 2 ,- 4 - - 2 SYMBOLS. 14 _ 13 1 INTBRtoNNEGT DETAIL 04+6 R 61 - 2 _ _ _ _ _ 5 17.ALL CONDUIT SHALL BE 3" UNLESS OTHERWISE NOTED. 16 J7 _ O o DETECTOR � ' 1 ' 11 5 SECTIONS BE _ - _ - _ - _ - 18.PEDESTRIAN PUSHBUTTON SIZE AND MOUNTING HEIGHT SHALL 17 J - " 1 1 (FUT.) DLC 4 FUT. - - - - 2 2 - 2 CONFORM TO THE AMERICANS WITH DISABILITIES ACT, 18 FUT.) 8 J8L T7 - 7 & 8 1 PVC NIPPLE 1 ' ' , 11 3 3 3 "ACCESSABIUTY". PROVIDE THE CORRECT CONDUCTORS PPB 2 112U T8 - 4 & COM 6 LENGTH AS REQUIRED - - - - - PPB 113E TS - 8 & COM 9 - - - - REQUIRED FOR THE INTENDED OPERATION. ALL EQUIPMENT 1-1/2" TO 1" - _ - E.V.P. . 2 12U 9 _ & M 6 REDUCER ' , AID ��� gip. Ste, BASE PROVIDED BY: O'DAY CONSULTANTS QUALIFIED PRODUCTS LIST. E.V.P. . 1 L 8 & C 9 ' O �� Cg i� TRAFFIC SIGNAL PLAN BY. TOTAL _ 5 5 _ 7 7 _ 12 w , `► ' E v \ cO'3 ® TR 0990 `1'•�t` URBAN SYSTEMS ASSOCIATES, INC. — — — — — I� tt tf Z 4540 KEARNY VILLA ROAD, SUITE 106 V) A '^) ` 36 X36 SAN DIEGO, CA 92123, (619) 560-4911 INTERCONNECT CABLE 1 t 2 t K EXP°- ANDREW P. SCHLAEFLf - R.C.E. #15964 © EVPE - DLC _ _ _ _ 3 SIGNAL HEAD G , ` _< HOUSING O ,g Q� p�®�� L DESIGNED BY: J.D.. H.R. DATE: MAY 1995 N " AS-BUILT QROFESS/pN �, ' NOTE: BACKPLATE�- �� QED L. M7r0 ��'i = ��� DRAWN BY: T.G.,S.B.,G.M. SCALE: 1" = 20' Z ( F ANDREW P. SCHLAEFLI - T.E. 930 DATE O O 1 11"9'97 CONTRACTOR SHALL POTHOLE AND FIELD VERIFY c; R73 5r # PROJECT MGR.: J.L.M. JOB NO.: 93-1009 U p HORIZONTAL AND VERTICAL LOCATION OF ALL C 0 N S U LTA T S n P.E. 1110930 EXP. 4-3o-915 DATE EXIST. UTILITIES IN ADVANCE OF CONSTRUCTION EXP. 9/30/99 � n EN.P.E. DETECTOR NO. 35134 ZELMAN RETAIL PARTNERS CARLTAS DEVELOPMENT 7220 Avenida Encinas Civil Engineering a AND NOTIFY ENGINEER OF WORK IN THE EVENT "tr f7 ® 9 9 ENGINEER OF WORK: I o' 40' COMPANY Suite 2oa Planning O REVIEWED BY: OF CONFLICTING UTILITY CROSSINGS TO ALLOW ASSEMBLY s` CIVIL P Carlsbad, California 92009 Processing SUFFICIENT TIME FOR REDESIGN SO AS NOT TO 20' TTFOF CAL\FO��\ 1661 HANOVER ROAD, SUITE 221 619-931-7700 Surveying DATE: CITY OF INDUSTRY, CALIFORNIA 91748 Fax:619-931-8680 CAUSE DELAYS IN CONSTRUCTION. SCALE: 1" = 20' 5600 AVENIDA ENCINAS SUITE 700 CARLSBAD, CALIFORNIA 92008 U.S.A. I yj tEL (618) 913-0030 FAX (818) 913-6169 JEFFREY L. MITCHELL RCE: 35134 INSPECTOR DATE (619) 431-5600 FAX (619) 431-9020 DESIGNED BY DRAWN BY CHECKED BY Z u REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT J.D. H.R. I G.M. T.G. S.B. ?? APPROVALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED A 0 E N O ?� `�f�2� TRAFFIC SIGNAL PLAN FOR: TM 94—oss W Z DESCRIPTION: TOP OF BRASS DISK IN WELL ./ MONUMENT. HORIZONTAL 1 = 20 DATE: • • BY: BY: LOCATION: STA. 64+24 EL CAMINO REAL LEUCADIA BLVD. AND GARDEN VIEW ROAD 4334-I '-' ' W RECORDED FROM-S.D. CO. VERT. CONTROL.PG.105 -q( VERTICAL R.C.E. NO: 35134 DATE: L6 -96 DATE: Z C� O ENCINITAS RANCH ELEVATION: 120.20 DATUM: M.S.L. JEFFREY L. MITCHELL EXP: 9/30/95 ,E, .RGC� WORK PROJECT N0. SHEEP 52 OF W CL DRAWING FILE NAME: LEU-GAR U.S.A.002894S 1-29-96 RD 296 TS - 0/3 AS — BU I LT Date: 04/04/95 Time: 10:51 PC #1 nLE=F.\JO8S\931009\95104.DWG NEW INSTALL 2"C WITH 12 L PAIR #19 INTERCONNECT PHASE DIAGRAM GENERAL NOTES I WORK TO BE DONE BLBDE ANDOGARDENLVIEW„AAPPROXT18000FTIA TYPICAL POLE PLACEMENT 1.LOCATION OF ALL EXISTING UNDERGROUND UTILITIES SHOWN (PULL BOXES 180' MAX SPACING) (SEE SHEET 52) INSTALL TRAFFIC SIGNALS, SAFETY LIGHTING, AND ASSOCIATED EQUIPMENT ARE APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE t0, TO PERFORM THE FUNCTIONS SHOWN AND CALLED OUT ON THESE PLANS. EXACT LOCATIONS AND VERIFY ALL CONDITIONS ON THE JOB \ 11 �\ i 2f 3 F 4 SPECIFICATIONS SITE. PHONE UNDERGROUND SERVICE ALERT AT 1-800-422-4133 TWO WORKING DAYS BEFORE DIGGING. A ,� CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS 2.ALL POLES, CONDUIT, PULLBOXES, STRIPING AND LOOP DETECTOR DATED JULY 1992. STANDARD SPECIFICATIONS FOR PUBLIC WORKS (� LOCATIONS SHOWN ON THESE PLANS ARE APPROXIMATE. ACTUAL CONSTRUCTION (1991 EDITION) LOCATIONS SHOULD BE DETERMINED BY FIELD CONDITIONS AT THE sp 5 e 7 8 STANDARD PLANS / DRAWINGS / PROCEDURES & MANUALS TIME OF CONSTRUCTION AND AS DIRECTED BY THE CITY ENGINEER. /�� 6+7 pp 3.ROUTING AND LOCATIONS OF UNDERGROUND ELECTRICAL SYSTEM IS 9� p I' ' ' � � JULY 992• CALFORMA DEF TRANSPOR TION S ANDARD PLMANUAL ODF DIAGRAMMATIC AND SUBJECT TO APPROVAL OF THE ENGINEER. � oT- - TRAFFIC CONTROL FOR CONSTRUCTION AND MAINTENANCE WORK ZONES” Op UNDERGROUND ELECTRICAL LINES AND SUBSURFACE STRUCTURES � 2'C, 1 DL MAY BE RELOCATED IF NECESSARY TO CLEAR OTHER EXISTING FLASHING OPERATION SHALL BE RED IN ALL PHASES. (1990 EDITION), CALTRANS TRAFFIC MANUAL. UNDERGROUND FACIUTIES. 4 NECESSARY TO ERFORM�ALL FUNCTIONS CONDUCTORS PLANS. \ �O NOTE: EXACT LOCATION BY CITY ENGINEER TYP Q„ / / o POLE SCHEDULE 5.LOOP DETECTORS SHALL BE 6'x6' WITH 10' SPACING UNLESS \ 9O / 5 ��� 17 VEHI PED • POLE LOCATQB1* � 1`L �P, STANDARD � PUSHBUTTON SEE DETAIL B REMARKS i I LUMINAIRE I.I.S.N.S. SIGNAL M NTING PED SIGNAL OTHERWISE SHOWN. ALL DETECTOR LOOPS SHALL BE INSTALLED IN � 'I/ � LOC ACCORDANCE WITH STANDARD PLANS ES-5A AND ES-5B. ALL 2"C 2#6 (SIGNALS) 2"C, 2 DLC / �! TYPE HEIGHT SIG. M.A. LUM. M.A.. HPSV LEGEND MAST ARM POLE MTG. PHASE QUAD A B LOOP DETECTORS EXCEPT LIMIT LINE LOOPS, SHALL BE TYPE "B". 2 C, 2#10 (LIGHTING) �p / / LIMIT LINE LOOPS SHALL BE TYPE "D". LOOP WIRE SHALL BE TYPE "2" 2 C, 2#10 (IISNS) 6h /�P�� � OA 26-4-70 30' 45' 15' 25OW Via Cantebria 2—MAS SV-1—T SP-1—T 8 E 7' 12' AND LOOP DETECTOR LEAD IN CABLE (DLC) SHALL BE TYPE W. A. f ALL NECESSARY STRIPING SHALL BE LOCATED PRIOR TO POSITIONING \ \ 01 4 2 ,�� © 6.PULLBOXES SHALL BE N0. 5 UNLESS OTHERWISE SHOWN. 1A 10' - - - - - TV-2-T SP-1-T 2 S 4' 10' THE LOOP DETECTORS. y 4 8 / /' ' C 24-4-70 30' 35' 15' 250W Garden Mew Rd. 2-MAS SV-2-T SP-1-T 2 S 7' 13' � � � O �`\ � ��'� ,/" �%" 7.LUMINAIRES SHALL BE FULL CUT-OFF WITH TYPE IV PHOTO A O� / O 1A 10' - - - - - TV-1-T SP-1-T 4 W 4' 12' ELECTRONIC UNIT. 1 \ B i 2 &PAVEMENT MARKING REMOVAL AND TRAFFIC STRIPING REMOVAL BY \ � �� � � � � QE 26-4-70 30' 45' 15' 25OW Via Cantebria 3-MAS SV-1-T SP-1-T 4 W T 11' SANDBLASTING SHALL BE DONE BY THE CONTRACTOR. 15 YYY #6 � #6 20 O to 10' - - - - _ TV-1-T SP-1-T 6 N 4' 10' 9.THE CONTRACTOR SHALL OBTAIN THE APPROVAL OF THE TRAFFIC 2"C, 1 DLC WITH 4 16 11 No ENGINEERING DIVISION FOR THE STRIPING, PAVEMENT MARKINGS, PARKING INTERCONNECT CABLE REMOVAL AND SIGN LOCATION PRIOR TO PAINTING OR INSTALLATION. 2"� L © 26-4-70 30' 45' 15' 250W Garden View Rd. 2-MAS SV-2-T SP-1-T e N 7' 12' TYPE6,�Q„ � � 15 , R 6-2 � � 1 10.THE CONTRACTOR IS RESPONSIBLE FOR THE LAY OUT AND INSTALLATION 13 \/2 C /2 P; 1 V��� O POLE LOCATIONS,ARE PRELIMINARY. CONTRACTOR SHALL POTHOLE ALL SIGNAL POLE LOCATIONS AND COORDINATE WITH THE CITY OF ENCINITAS,FOR EXACT OF LOOP DETECTORS, TRAFFIC STRIPING, PAVEMENT MARKINGS, PARKING 4 16 ,/ REMOVAL AND TRAFFIC SIGNING AS SHOWN ON THESE PLANS AS ARE ��j_ NECESSARY FOR THE SAFE AND EFFICIENT MOVEMENT OF VEHICULAR 6S• g D12 15 v PLACEMENT PRIOR TO FOUNDATION CONSTRUCTION. TRAFFIC AND PEDESTRIANS. f�4y Tp 13 4 \ �� �,/ 5 R \G� Woa pusu3u rTO�I A CONDUCTOR SCHEDULE A.) PAVEMENT MARKERS SHALL BE INSTALLED ON ALL LANE LINES AND 9!� 02 v� G CONDUIT SIZE & RUN CENTERLINE STRIPING ON ALL NEW STREETS, AS WELL AS ON 11 `� Q► EXISTING STREETS WHERE REPLACEMENT OF PAVEMENT IS NECESSARY. 13 S J�• DETECTOR ASSIGNMENT AWG PHASE CIRCUIT 3"C 3"C 2-3" 3"C 3"C 3"C 3"C 2-4" 11.THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN TO THE 06+ / 07 m TRAFFIC ENGINEER A MINIMUM OF FIVE (5) DAYS PRIOR TO THE START OF VPE 02+0 0 O DETECTOR FIELD TERMINAL WORK. 2"C, 6 DLC WITH H 3 5 4p 6 PHASE SLOT1 PO - A - 12.CONTRACTOR SHALL NOT ERECT ANY SIGNAL STANDARDS MORE THAN 3 INTERCONNECT CABLE i / 04 �y N0. CONNECTIONS WEEKS PRIOR TO TRAFFIC SIGNAL TURN-ON. I \ - - - - - - - 2"C, 6 DLC WITH � �v 6 i � 2 2 I L T2 - 7 & 8 D - - - - 1 13.1HE ELECTRICAL CONTRACTOR SHALL NOT INSTALL ANY PARKING REMOVAL INTERCONNECT CABLE E 04+07 01 O > 3 2 13U T2 - 9 & 10 A MINIMUM OF FIVE (5) WORKING DAYS AFTER APPROVAL, SO THAT ADVANCE �2• " 4 2 13 T2 - 11 & 12 F _ NOTICE TO ADJACENT PROPERTY OWNERS CAN BE MADE BY THE TRAFFIC 2 �ti 2 C, 5 DLC WITH 5 - G 4 16U T4 ENGINEERING DIVISION. 05 i INTERCONNECT CABLE 6 _ 12 14.ALL TREES AND SHRUBS SHALL BE TRIMMED OR REMOVED AS DETERMINED BY © � 6 8P EVPE 03+08 EVPE 01+06 2"C, 2 DLC WITH 8 4 17U T6 _ I & 2 TOTAL CABLES - 3/12 CONDUCTORS 1 1 1 THE RESIDENT ENGINEER AS REQUIRED TO MAINTAIN SIGNAL HEAD VISIBILITY 5 5 INTERCONNECT CABLE g 4 17L T6 _ 2 _ _ 2 2 2 2 AND SIGHT DISTANCE. ; 1� - #10 - 2- 15.ANY DELAY IN OBTAINING PUBLIC AGENCIES APPROVALS AND/OR CONSTRUCTION 0' 40' �\G��04 ISNS 0 2"C 3 13 -_ D.L.C. 4 1 1 _ 4 4 4 1 OF SIGNAL OR STRIPING PLANS MAY REQUIRE RE-DESIGN DUE TO CHANGES 2DLC \ 4 IN GOVERNMENTAL REQUIREMENTS/STANDARDS. �� 1 06 1 e - TYPE _ _ _ _ 20' ` R3 1y # s• 15 3 16-ALL VEHICLE SIGNAL HEADS SHALL BE 12" WITH BACKPLATES AND GLASS 4, 16 - B 3 - 3 - - - - SCALE: 1" = 20' 1D p DLC LENSES. ALL PED SIGNALS SHALL BE TYPE "G" DISPLAYING INTERNATIONAL 5 \ 3 \ 9� 17 - SYMBOLS. R7 -2 f 18 8 T5 - 11 & 12 6 - 5 5 - - - - 5 17.ALL CONDUIT SHALL BE 3" UNLESS OTHERWISE NOTED. 1O �+ © 4 4'x6; 19 0 8 T7 - 3 & 4 TYPE 'Q" _ — — — — — — — — 18-PEDESTRIAN PUSHBUTTON SIZE AND MOUNTING HEIGHT SHALL /' IISNS 3 „ PPB 2 T8 - 4 & COM 6 CONFORM TO THE AMERICANS WITH DISABIUTIES ACT, \ g 2 C, T DLC WITH 10 i INTERCONNECT CABLE PPB 4 1 T8 - 5 & COM 6 TOTAL 4 6 10 - 5 - 15 "ACCESSABILITY". PROVIDE THE CORRECT CONDUCTORS � PPB 6 T8 - 7 & COM 9 REQUIRED FOR THE INTENDED OPERATION. ALL EQUIPMENT 4 PPB 8 1 X & COM 9 INTERCONNECT CABLE - 1 1 - 1 1 - 2 SHALL BE ON THE CURRENT STATE OF CALIFORNIA � # \ EN.P.E. + 1 - 6 _ - "QUALIFIED PRODUCTS" LIST. 10 10 O \ E.V.P.E. + - COM 6 EVPE - DLC 1 2 1 1 1 4 LEGEND / O �' i � \ �� E.V.P.E. 14+7 W13U I T9 - 7 & COM 9 CONSTRUCTION NOTES i \ i 1❑ INSTALL TYPE 170 CONTROLLER WITH BI-TRANS 412C MODULE 200 = TYPE "B" LOOP DETECTOR �c 1 i " SA SYSTEM SOFTWARE AND MODEM WITH ALL AUXIUARY EQUIPMENT O 2"C, 5 DLC NECESSARY TO PROVIDE THE INTENDED DETECTION AND OPERATION ® „ „ 2"C, 2 DLC \ 02 IN A MODEL 332 ANODIZED ALUMINUM CABINET WITH A PULLOUT = TYPE 0 LOOP DETECTOR TABLE UNDER CONTROLLER, WIRED FOR 8-PHASE CAPABILITY AND 4'x6' � ---< = EMERGENCY VEHICLE PRE-EMPTION DETECTOR �C TYPE "O" d # INCLUDE ALL ACCESSORIES NECESSARY TO PROVIDE THE PHASING ---F—� = PROPOSED SIGNAL HEAD / / � a 6� �� Sp CABLE TO CONTROLLER PAIR AT ELONNECT AND PERFORM ALL FUNCTION INDICATED ON THESE PLANS. ALL � p. � 05 2 EQUIPMENT SHALL BE ON THE CURRENT STATE OF CALIFORNIA = PROPOSED PED. HEAD /" / i / T REAL AND GARDEN VIEW, APPROX. 500 FT. "QUALIFIED PRODUCTS UST". THE CABINET SHALL BE EQUIPPED WITH (PULL BOXES 180 MAX SPACING) THE BEST LOCKS. 0 = STANDARD 2"C, 1 DLC O O THIS RECORD DRAWING SHOWS THE FACILITIES DETECTOR 9��p D2 INSTALL 120/240V TYPE III-BF SIGNAL AND LIGHTING SERVICE , i i = LUMINAIRE ANDTHEIR LOCATION BASED ON�DATA PROVIDED O / 1 ENCLOSURE. USE 40 AMP SIGNAL BREAKER, 30 AMP LIGHTING BREAKER BY THE CONTRACTOR AND INSPECTED BYTHE CITYS � � `4► 1" PVC NIPPLE AND 15 AMP SIGNAL BREAKER FOR I.I.S.N.S. SIGNAL AND I.I.S.N.S. HANDHOLE RESIDENT ENGINEER. FOR FUTURE COCISTRLCTION CIRCUITS SHALL BE 120V METERED AND LIGHTING SHALL BE 120V a LOCATION OF FACILITIES MUST BE VERIFIED IN THE 6 /g0 �PV LENGTH AS REQUIRED O = PULLBOX FIELD. f ' ��� 1-1/2" TO 1" \ UNMETERED. = PED RAMP / 6 REDUCER ❑3 INSTALL 3" CONDUIT WITH PULLROPE AS REQUIRED BY SDG&E. EXACT As BUST DRAFTING BY URBAN SYSTEMS ASSOCIATES, INC / Q► LOCATION OF CONDUIT TO BE DETERMINED BY SDG&E IN THE FIELD. - — \ CONTACT BE SUE BUTTON AT (619)654-1218 AT LEAST 48 HOURS = CONDUIT R © = BIKE LOOP (TYPE Q) ��fJtt„v� ®/�%7 �, � PRIOR TO BEGINNING WORK. J�P Q ® CONTRACTOR TO VERIFY SERVICE LOCAl10N AND REQUIREMENTS WITH = CONTROLLER ANDREW P SCHLAEFU PATE O SIGNAL HEAD QRpFESS/ply ®���$/® SAN DIEGO GAS AND ELECTRIC COMPANY: Y HOUSING O ql �/ �� ��� 5 ® = SERVICE POINT �e` ��,I ,.. A,,rc �� �® � SC ❑ FURNISH AND INSTALL EMERGENCY PRE-EMPTION DETECTOR ASSEMBLY !j �� ay �� BASE PROVIDED BY: 0 DAY CONSULTANTS �OPTICOM) ABOVE SIGNAL HEADS AT LOCATIONS SHOWN ON PLAN BY 0 = METER POINT w 4UC\ TRAFFIC SIGNAL PLAN BY: Y SYMBOL. OPTICOM SHALL BE 3M OPTICOM PRIORITY CONTROL BACKPLATE—� ExP. s/3o/ss A �`�_� o �" URBAN SYSTEMS ASSOCIATES, rNa SYSTEM MODEL 521. SEE DETAIL A. G NO. 35134 fan A a� 4540 K£ARNY VILLA ROAD, SUITE 106 ❑ INSTALL SIGNS ON MAST ARM PER STANDARD PLAN ES-6T DETAIL-U'. ~ �� EN.P.E. DETECTOR EXP. clse A SAN DIEGO, CA 92123, (619) 560-4911 6 ANDREW P. SCHLAEFU - R.C.E. #'15964 O Z 36 X36 " sT �I�1� . � 7- » �r YA ASSEMBLY 9TFOF CAlNF O oUsf� RA F F�� / J AS-BUILT O 9O �� 0 �; " f, DESIGNED BY: J.D.. H.R. DATE: MAY 1995 (n e NOTE: "� -Alt ` DRAWN BY: T.G..S.B..G.M. SCALE: 1" — 20' Z 1 I�_ q_q 7 DETAIL A ANDREW P. SCHLAEFU — T. "930 DATE PROJECT MGR.: J.L.M. JOB NO.: 93-1009 O CONTRACTOR SHALL POTHOLE AND FIELD VERIFY � GA U O HORIZONTAL AND VERTICAL LOCATION OF ALL C O N S U L T A Al T S P.E. TEL o93o EXP. lv-30-`18 DATE EXIST. UTILITIES IN ADVANCE OF CONSTRUCTION AND NOTIFY ENGINEER OF WORK IN THE EVENT sob+7 ZELMAN RETAIL PARTNERS CARLTAS DEVELOPMENT 7220 Avenida Encinas Civil Engineering ENGINEER OF WORK: Q COMPANY Suite 204 Planning i REVIEWED BY: OF CONFLICTING UTILITY CROSSINGS TO ALLOW Carlsbad, California 92009 Processing M SUFFICIENT TIME FOR REDESIGN SO As NOT TO R73 - 2 5 SECTIONS 1661 HANOVER ROAD, SUITE 221 619-931-7700 Surveying O� CITY OF INDUSTRY, CALIFORNIA 91746 Fax:619-931-8680 DATE: CAUSE DELAYS IN CONSTRUC110N. 5600 AVENIDA ENCINAS • SUITE 100 • CARLSBAD, CALIFORNIA 92008 U.S.A. LAJ / TEL (818) 913-0030 FAX (618) 913-9199 JEFFREY L. MITCHELL RCE: 35134 INSPECTOR DATE (619) 431-5600 FAX (619) 431-9020 DESIGNED H.R. DRAWN BY CHECKED BY APPROVALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. Z REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT J.D. . G. S.B. AS- 13vlt-? Iz-1 5 '1 DESCRIPTION: TOP OF BRASS DISK IN WELL PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED IPMOVED� r TRAFFIC SIGNAL PLAN FOR. TM 94-066 c3 MONUMENT. HORIZONTAL 1 20 DATE: BY: J� ?� BY: y3 LOCATION: STA. 64+24 EL CAMINO REAL = N� GARDEN VIEW RD. AND VIA CANTEBRIA 4334-I Z z RECORDED FROM-S.D. CO. VERT. CONTROL,PG.105 R.C.E. N0: 35134 eA -g— b I CD VERTICAL DATE: �•'�"9� DATE: ELEVATION: 120.20 DATUM: M.S.L. JEFFREY L. MITCHELL EXP: 9/30/95 ReE -Rem, WORK PROJECT NO. ENCINITAS RANCH SHEET 53 OF 3' W a DRAWING FILE NAME: GAR-WOOD U.S.A.002894S 1-29-96 RD # 294 Date: 04/04/95 Time: 10:51 PC #1 FI1_E=F:\JO8S\931009\ 95IO4.DWG 7-S -013 AS - R—U- 11—T