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HomeMy WebLinkAboutNichols Rd. Phase 2 @ Alberhill Ranch Rd. pg.16 CONDUCTOR SCHEDULE CONSTRUCTION NOTES EQUIPMENT SCHEDULE P CONDUIT SIZE AND RUN POLE DATA H.P.S. SIGNAL HEADS AND MOUNTINGS PIED. PUSH BUTTON * AWG SIZE p a FURNISH AND INSTALL ECONOLITE ASC/25-2100 TS2TYPE 2 SYSTEM CONTROLLER WITH FULLY SIGNAL POLE LOC. OR L PHASE Q - WIRED 8-PHASE NEMA TS2 TYPE 2, "P" CABINET, EMERGENCY VEHICLE PRE-EMPTION SYSTEM, M.A. - - I.I.S.N.S. CABLE TYPE N0. TYPE HEIGHT M.A. WATTS VEHICULAR M.A. PEDESTRIAN TYPE PHASE QUAD. "A" "B" E ITERIS VANTAGE EDGE 2 VIDEO DETECTION SYSTEM, AND PROVIDE ANCILLARY EQUIPMENT AS 1 2 3 4 6 NECESSARY FOR INTENDED OPERATION WITH BATTERY BACK-UP SYSTEM PER CITY SPECIAL A 29A-5-100 35' 0 40' 15' 310 SV-2-TA F MSS - - - SHAS I OWN 6 • Alberhill Ranch Rd I N A 02,03,08 - - - 1 1 PROVISIONS. SET TOP OF FOUNDATION AT 18" ABOVE GRADE. 0 0 OB 19A-4-100 35' 25' 15' 310 SV-1-T MAS - - - - AS 47' • Nichols Rd B 02 /02PPB(FUT. - - 1 1 1 1 1 1 FURNISH AND INSTALL 120/240V TYPE III-CF SERVICE WITH 120V 50A METERED SIGNAL CIRCUIT, O n SHOWN C 04,04P /02PPB(FUT.) 120V 15A LLS.N.S. CIRCUIT, AND SEPARATE METERED 120V 30A LIGHTING CIRCUIT, AND TWO TYPE C 29A-5-100 35' 30' 15' 310 SV-1-T MAS SP-1-T - - - 13' 3' • Alberhill Ranch Rd D 02 /04PPB _ 1 1 _ _ 7 IV P.E. CONTROL FOR LIGHTING AND I.I.S.N.S. OD 1-A 10' - - - N-1-T - - B 02 N 12' 3' E 04PPB - - - - 0 7 F 03,04,04P / - - - - 1 p a INSTALL 3"C. AND PULLROPE FROM SERVICE ENCLOSURE TO SERVICE POINT AS DETERMINED BY OE 21TS 35' - 15' 310 - - - B 02 N 12' 3' - - - - _ _ KEVIN BEALS OF CASTLE & COOKE - (951) 285-5409. F 21TS 35' - 15' 310 SV-2-TA - SP-1-T - - - 12' 3'4' INSTALL NEW ITERIS VANTAGE VIDEO CAMERA ON LUMINAIRE MAST ARM.- - - - - � ALL EQUIPMENT IS NEW UNLESS OTHERWISE NOTED • - CITY LOGO TOTAL CABLES - 12 CON / 3 CON 1 1 2 2 1 1 2 1 5 4 5❑ INSTALL TRAFFIC SIGNAL STANDARD MOUNTED SIGN AS NOTED PER CALTRANS STANDARD PLAN EXACT POLE LOCATION DETERMINED BY ENGINEER IN THE FIELD. POTHOLE POLE #6 SIGNAL SERVICE - - - - - RS4 OR ES-7N, DETAIL "U". FOUNDATION LOCATIONS PRIOR TO INSTALLING POLES. #10 LUMINAIRES 2 2 2 2 - o- PROVIDE ALL NECESSARY MODIFICATIONS TO ACCOMODATE SHORTER MAST ARM. #12 IISNS 2 2 2 2 - INSTALL 3M OPTICOM DETECTOR MODEL 721 OR 722 ON SIGNAL MAST ARM, SEE DETAIL "A". VANTAGE ITERIS CABLE 1 1 1 2 3 '. CONSTRUCT FOUNDATION AT ULTIMATE GRADE. COORDINATE WITH KWC ENGINEERS, INC. (MIKE TOTAL 1 1 1 2 3 TAING - (951)734-2130). 3M MODEL 1381 EVPE 2 2 1 1 3 12PR#22 SIC - - - - - PROVIDE TELEPHONE SERVICE CONNECTION. COORDINATE WITH TELEPHONE COMPANY AS TO LOCATION OF SERVICE POINT LOCATION. PERCENT FILL (%) 15%13% 13% 12% 141% PROVIDE TELEMETRY INTERFACE PANEL AND CABLE TO ARIES MASTER CONTROL SYSTEM. CONDUIT SIZES (INCHES) 3" 4" 3" 4" 2-4" O INTERIM SIGNAL PHASE DIAGRAM B ALL CONDUIT AND CONDUCTORS ARE NEW. e 0 } ECR MAST ARM MAST ARM MOUNTING NOTE FOR a"ANu'6'O�M£NSAS NOT USED r sar vo1�sYw WN£R As CLAMP(PELICO NO. —� DwEC1Eo BY£NpN££F AB-121 OR EQUAL) 1 0 03 04 .0 m p 'A' —'A' m DETAIL "A" o 3M OPTICOM MODEL 721/722 + 7 NOT USED NOT USED NOT USED EMERGENCY VEHICLE PRE—EMPTION N + OF DETECTOR ASSEMBLY ROAD NI CHOL AS' ~ s N 5 R9-3 p a 06 08 R3-4 5 4 02 B • NOTE: PROVIDE SIGNAL HARDWARE FOR FUTURE 06 -----_.__ -- 0 _.... R _ 02 02 — - - - - - - - — - - -- --— 02 — -- -- — -- --- — — — — -- — — --- — — — — — — — — — — / FUT. R/W - — — — — — — A 3 SEE DETAIL"B" FUT. CURB & GUTTER INSTALL METAL BEAM GUARDRAIL O -- -- -- — — — -- --- — -- -- ST 08 EX. EDP FUT. RAISED MEDIAN--NO3+08 4 EX. EOP FUT. RAISED MEDIAN PR. EOP a - Z- 25 �g - - 27 1 mz 28 3-08(15) 2971 ,30 31 —+ — — — — — _ m8 4-- — —:mj� N 4 ` 5 R73-3(CA)� 2-08(16) N ---- - _.. 300' TO --- __. ♦ INPUT DET. LIMIT LINE 1-08(8) INPUT TYP. - -- - I ♦ 1-03(3) 1-04(4) LIMIT LINE a 2-04(12) R3-18 b 04 03+08—-- — (2) 6 - 1 a 3-0411 � j 0 1 04 4 04 I 04 2 a i I v PR. CURB & GUTTER O 7 0 O PR. CURB & GU ER PR. R W F LUMINAIRE TO BE REMOVED PR R / BY EDISON W 5 7 / 8 7 1 5 (2)R9-3a NEW 2"C., 2#6 02 1 O R 7 2 O 7 ( o O "NEW 2C., 2#10,2#12 I o Y N � a GENERAL NOTES O G PR. R/W� I I� �PR. R/W PR. CURB & GUTTER rl I PR. CURB & GUTTER 1. TRAFFIC SIGNAL WORK SHALL CONFORM TO THE PROVISIONS OF SECTION 86 OF THE MOST CURRENT STANDARD SPECIFICATIONS. THE STANDARD PLANS: BOTH PUBLISHED BY GA CALTRANS, APPLICABLE CITY OF LAKE ELSINORE'S SPECIAL REVISIONS. - © 7' 13 4' 10' 3' 7'1 UNDERGROUND STRUCTURES 2. LOCATION OF ALL UNDERGROUND UTILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL DETAIL „B" ' , ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND �OFESSIO,y� DETERMINE THE EXACT LOCATIONS AND VERIFY ALL CONDITION ON THE JOB SITE. HAND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION F9 P 12". 4-SECTION VEHICLE HEAD I I, AND EXTENT. THE OWNER BE ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS DIG FOUNDATIONS UNTIL CLEAR OF OBSTRUCTIONS. PHONE UNDERGROUND SERVICE ALERT I t, - (800) 227-2600. ,:O SCALE ' i '' I PURSUANT THERETO AGRESS TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR �; SAUL M. KANE m _ ANY DAMGES RESULTING FROM THE EXISTENCE OF UNDERGOUND UTILITIES OR STRUCTURES NOT c No. 61311 z 3. CONTRACTOR SHALL EXERCISE EXTREME CARE TO AVOID DAMAGING EXISTING UTILITIES. ' CONTR CREPORTEDTOR IS EQUIRED TO THE SITO TAKEODUE PIRECAUTIONARY MEAS RECATED ON THE PUBLIC ETOOPROTECTMUTITLIES OR: THE * Exp6/30/09 STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL •✓rCML 4. OBTAIN APPROVAL FOR EXACT EQUIPMENT LOCATIONS PRIOR TO FINAL PLACEMENT. BE THE CONTRACTOR'S RESPONSIBILITY TO N011FY THE OWNERS OF THE UTILITIES OR �F OF CAUFO � i 5. ALL VEHICLE INDICATIONS SHALL BE 12" WITH FULL CIRCLE VISORS, PULLBOXES SHALL BE ALBERHILL STRUCTURES CONCERNED BEFORE STARTING WORK. NO. 6 AND CONDUIT SHALL BE 2" RIGID METAIL EXCEPT AS SHOWN. ALL SIGNAL HEADS /]-�� ° AND HARDWARE SHALL BE METAL. ALL RED, YELLOW, GREEN & PEDESTRIAN (HAND, RANCH 1 !� OAD m FLASHING HAND, WALKING PED) INDICATIONS SHALL BE LED. 20' O 20' 40' 60' 6. EXACT POLE LOCATION SHALL BE DETERMINED BY ENGINEER IN THE FIELD AND SHALL BE SCALE/N FEET POTHOLED PRIOR TO INSTALLATION. BENCHMARK Underground Service Alert MARK DATE REVISIONS APPR. DATE THESE pLAN HAV,_BEEN REVIEWED FOR SEAL eeMAM Br. UNAUTHORIZED CHANGES: COMPLIANCE WITH 7HE APPROPR617E COND/AONS CITY OF LAKE E L S I N O R E SHEET Call: TOLL FREE OF DEVELOPMENT AND/OR C17Y AND STATE INSCOTf l!W d GKM45PAK BJ�tS CAIMM NF,6WMAS'PREPAONAV 7hf-V PL4VS NLI.NOT BE LAWS AND A PERM?CAN BE ISSUED. �cunr� t3E fM z�8� CFD. STREET NPROVEMENT PLAN iG " ,,m aREPARav OF 7HESE PUNK ANO ni-CYrY�NEeR 1—8 0 0 °°""'� "`°�`� NICHOLS ROAD PHASE 2 227-2600 Q� DAOER7HESUPERVISbN OF 16 DATE-O ZO 06 SCALE 1'=20' �� °� AT A� BE L RANCH ROAD SHEETS TWO WORKING DAYS BEFORE YOU Olc KEN SEUA64LO R.C.E. NO. 56915 EXP. 51JO109 ULL M. E 7Z�/d DATE 3/25/oe FILE No. DESK Hm W. DRAWN BY: CHI BY: CI7Y ENGINEER, C17Y OF LAKE ELS/NORE R.O.E. NO 61311 EXP. DAB 6/30/09 STAGE 1 - TRAFFIC SIGNAL NSTALLATION PLAN 0