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HomeMy WebLinkAboutHSIP CYCLE 8 TRAFFIC SIGNAL IMPOVEMENTS PLAN NO 23-025-23-036 AS BUILT FFITRAFFICIGNAL GENERAL NOTES CITY OF LAKE ELSINORE SIGNING AND STRIPING GENERAL NOTES ATERIAL, AND EQUIPMENT SHALL CONFORM TO THE REQUIREMENTS OF THE CALIFORNNIA DENT. OF TRANSPORTATION, STANDARD PLANS 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE LATEST PROVISIONS SET FORTH IN SECTION 84, 'TRAFFIC STRIPES AND PAVEMENT D SPECIFICATIONS DATED 2018, THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES(CA MUTCD 2014), THE COUNTY OF MARKINGS"AND SECTION 85 PAVEMENT MARKERS"OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION (CALTRANS)STANDARDRANSPORRTATION DEPARTMENT REQUIREMENTS, THE CITY aF LAKE ELSINORE REQUIREMENTS, AND THE SPECIAL PROVISIONS FOR THIS HSIP CYCLE 8 SPECIFICATION, EXCEPT AS NOTED OTHERWISE IN THE FOLLOWING SPECIAL PROVISIONS Oft CITY STANDARDS. 2. ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC UNLESS OTHERWISE NOTED ON APPROVED PLANS. . SHOWN ON THESE PLANS ARE CORRECT AND ACCURATE TO THE EXTENT OF AVAILABLE RECORDS AND KNOWLEDGE. THE CONTRACTOR, 3. THERMOPLASTIC FOR TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE WHITE, YELLOW, OR BLACK AS REQUIRED, CONFORMING TO HOWEVER, IS REQUIRED TO ASCERTAIN THE EXACT LOCATION OF UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MAY DAMAGE SUCH THERMOPLASTIC RNIA STATE SPECIFICATIONS AND SHALL BE REVIEWED AND APPROVED , THE CITY ENGINEER Q DESIGNEE PRIOR TO FACILITIES OR INTERFERE WITH THEIR SERVICE. THE CONTRACTOR SHALL BEAR THE TOTAL EXPENSE OF REPAIR D REPLACEMENT OF ANY CALI TRAFFIC SIGNAL IMPROVEMENTS APPLICATION. UNDERGROUND FACILITIES DAMAGED BY HIS OPERATION. PHONE UNDERGROUND SERVICE ALERT 811 MINIMUM 48 HOURS IN ADVANCE. 3. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ALL UTILITY COMPANIES AND UNDERGROUND SERVICE ALERT A MINIMUM OF 48 4. ALL STENCILS USED FOR PAVEMENT MARKINGS SHALL CONFORM TO THE LATEST CALTRANS-APPROVED STENCILING STANDARDS. HOURS PRIOR TO START OF CONSTRUCTION. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE ALL PHASES OF CONSTRUCTION WITH THE VARIOUS UTILITY COMPANIES INVOLVED INCLUDING SCE. 5. THE CONTRACTOR SHALL LAYOUT AND CAT-TRACK THE ALIGNMENT OF THE PROPOSED STRIPING AT 15 FOOT INTERVALS AND SPOT"THE PROPOSED PAVEMENT MARKINGS AS CALLED FOR ON THE STRIPING PLANS. STRIPING SHALL VARY NO MORE THAN 1/2 INCH IN 50 FEET 4. THE CONTRACTOR SHALL POTHOLE PROPOSED TRAFFIC SIGNAL POLE LOCATIONS FOR UNDERGROUND UTILITY CONFLICTS PRIOR TO ORDERING POLES. FROM THE SPECIFIED ALIGNMENT. MINOR VARIATIONS MAY BE WAIVED BY THE CITY ENGINEER OR DESIGNEE IN THE FIELD. 5. ALL TRAFFIC SIGNAL EQUIPMENT SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR UNLESS OTHERWISE SPECIFIED. 6. THE CONTRACTOR SHALL NOT PROCEED WITH THE APPLICATION OF ANY PAVEMENT MARKINGS AND/OR STRIPING UNTIL THE CAT-TRACKING N AND SPOTTING IS CHECKED AND APPROVED BY THE PUBLIC WORKS INSPECTOR. 6. ALL RED, YELLOW, AND GREEN SIGNAL INDICATIONS, AND PEDESTRIAN INDICATIONS SHALL BE LIGHT EMITTING DIODE (LED). SIGNAL LENSES 7. A CONTINUOUS ONE COAT 3-INCH WIDE BLACK STRIPE SHALL BE PAINTED OR APPLIED BETWEEN THE TWO YELLOW STRIPES OF A DOUBLE SHALL BE 12"WITH BLACK METAL HOUSING, TUNNEL VISORS, AND BACKPLATES. YELLOW TRAFFIC STRIPE. THIS SPECIFICATION APPLIES TO BOTH DOUBLE YELLOW STRIPING AND TWO-WAY LEFT TURN STRIPING DETAILS. 7. THE LOCATION OF SIGNAL POLES, CABINETS, AND OTHER EQUIPMENT SHOWN ON THE PLAN IS APPROXIMATE. THE EXACT LOCATION SHALL BE DETERMINED IN THE FIELD BY THE ENGINEER OR ENGINEER'S REPRESENTATIVE. 8. EXCEPT FOR BLACK STRIPING, REFLECTIVE GLASS BEADS SHALL BE UNIFORMLY INCORPORATED CONCURRENTLY WITH THE APPLICATION OF 8. STREET NAME SIGNS SHALL BE EDGE-LIT LED IISNS PER COUNTY OF RIVERSIDE STANDARD 1200. IISNS SHALL HAVE WHITE LETTERS ON BLUE 4 11 74 ILL THE MARKINGS/STRIPING. THE GLASS BEADS SHALL BE EMBEDDED IN THE THERMOPLASTIC BEING APPLIED TO A DEPTH OF AT LEAST RAANCHNCHLBER RDD BACKGROUND WITH CITY LOGO AND"CITY OF LAKE ELSINORE"BELOW STREET NAME. ONE-HALF THEIR DIAMETERS. 9. PEDESTRIAN SIGNAL FACES SHALL BE LED COUNTDOWN TYPE. 9. ANY STRIPING OR PAVEMENT MARKINGS NOT SHOWN ON THE APPROVED PLAN, BUT DEEMED NECESSARY BY THE CITY ENGINEER OR DESIGNEE, SHALL BE INSTALLED BY THE CONTRACTOR PRIOR TO FINAL ACCEPTANCE OF THE IMPROVEMENTS. 10. PEDESTRIAN PUSH BUTTONS SHALL BE APS PUSH BUTTONS WITH INTERNATIONAL SYMBOL SIGN PLATE PER CALTRANS SIGN SPECIFICATIONS R10-3. O pO CONTRACTOR SHALL PROVIDE APS PUSH BUTTON CONFIGURATOR DEVICE IN CONTROLLER CABINET. S,T.yO GTP 10. NEWLY APPLIED STRIPING AND PAVEMENT MARKINGS SHALL BE PROTECTED FROM DAMAGE BY PUBLIC TRAFFIC OR OTHER CAUSES UNTIL THE THERMOPLASTI IS OF THE 11. ALL NEW CONDUIT SHALL BE 3"PVC UNLESS SHOWN OTHERWISE. �5� CANYON CONSTRUCTION, INCL DIONG WHEEL11-YT MARKINGS BYANY NEWLYA TRIPI PUBLIC PPLIED STRAFFIIC ANDG ORACONSNTRUCTTIIONE QU IPMENT,SHALL B REAPPLIIEDAMAGED AS A /DT BY THE 12. CONTRACTOR SHALL PLACE CONDUIT BY JACKING OR DRILLING UNLESS APPROVED BY CITY ENGINEER OR HIS REPRESENTATIVE. LAKE CONTRACTOR. 11. EXISTING TRAFFIC STRIPING AND PAVEMENT MARKINGS THAT DO NOT CONFORM TO THE APPROVED PLAN SHALL BE REMOVED BY WET 13. ALL TRAFFIC SIGNAL DETECTION, SIGNING, PAVEMENT MARKINGS, AND STRIPING FOR ALL DIRECTIONS SHALL BE COMPLETED PRIOR TO TRAFFIC 74PS SANDBLASTING. BLACKOUT OR GRINDING OF EXISTING TRAFFIC STRIPING OR PAVEMENT MARKINGS WILL NOT BE ALLOWED. SIGNAL ACTIVATION. h'OR pQ' 12. PAVEMENT MARKERS SHALL BE NEW AND INSTALLED PER THE APPROVED PLANS AND STANDARD DETAILS. INSTALLATION OF PAVEMENT 14. CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDELINE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE P R .ram MARKERS SHALL BE ACCOMPLISHED WITH THE USE OF BITUMINOUS TYPE HOT-MELT ADHESIVE SUITABLE FOR BONDING CERAMIC AND CORRECT CONDUCTORS REQUIRED FOR THE INTENDED OPERATION. ��� RO PLASTIC MARKERS TO PORTLAND CEMENT, ASPHALTIC CONCRETE, AND CHIP-SEALED ROAD SURFACES. 15. ALL WIRING AND EQUIPMENT SHALL BE MARKED(TAGGED)WITHIN THE CONTROLLER CABINET FOR PHASE IDENTIFICATION. U�? AU �Jts G�JEiGN �y�OQ- 13 APPROVED STPAVEMENT RIPING PLAN.S SHALL BE PLACED IN A LOCATION ESTABLISHED BY THE APPLICABLE CALTRANS STRIPING DETAIL NOTED ON THE i6. UNDERGROUND SIGNAL LIGHT CONDUCTORS SHALL NOT BE SPLICED. DR 9 O O O C'lK 14. EXISTING PAVEMENT MARKERS THAT DO NOT CONFORM TO THE APPROVED PLANS SHALL BE REMOVED BY THE CONTRACTOR PRIOR TO ANY 3 RAILROAD 7 CAT-TRACKING OR OTHER WORK RELATED TO THE TRAFFIC STRIPING. 17. SEE CALTRANS STD. PLAN ES-IA AND ES-iB FOR SYMBOL AND ABBREVIATION LEGEND. CANYON RD �p �QO � � 1 �6. 5. REFLECTIVE BLUE PAVEMENT MARKERS FOR FIRE HYDRANT LOCATIONS SHALL BE INSTALLED PER CITY STANDARDS 422A, 4228, AND 422C. 18 ALL L VEHICLE ESDETECTION SHALL LBEVIDEO AND ARE OTXCEPT IFOR ADVANCLLLOOPS OR RADAR DETECTION. DETECTION ZONES FOR VIDEO DETECTION LAKE ELSINORE 2 3 �O NN ALL SIGNS SHALL USE 3M DIAMOND GRADE III REFLECTIVE SHEETING(ASTM TYPE XI). ki 19. ALL SALVAGED EQUIPMENT NOT REUSED PER PLAN SHALL BE DELIVERED TO THE CITY OF LAKE ELSINORE CITY YARD UNLESS OTHERWISE DIRECTED O BY THE ENGINEER IN THE FIELD. O 217. SIGNS SHALL BE STANDARD SIZE UNLESS NOTED OTHERWISE. of 20. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE VIDEO DETECTION CAMERA, EVP, CCTV CAMERA, AND OTHER SPECIAL EQUIPMENT LAKELAND < 18. STREET NAME SIGNS SHALL BE PER CITY STANDARDS 400A AND 400B. MANUFACTURER'S REPRESENTATIVES AT THE SITE DURING INITIAL TRAFFIC SIGNAL TURN-ON/ACTIVATION. VILLAGE 19. ALL SIGNS TO BE MOUNTED ON 2-INCH TELESPAR POSTS OR ON EXISTING STREET LIGHTS PER LOCATION ON APPROVED PLANS. SIGNAGE TO BE INSTALLED PER CITY STANDARDS 402, 406A, 406B, AND 409. i a 20. SALVAGED SIGNS AND POSTS SHALL BE DELIVERED TO THE CITY OF LAKE ELSINORE MAINTENANCE YARD. % UTILITY NOTES BENCHMARK: VICINITY MAP (NOT TO SCALE) WATER: ELSINORE VALLEY MUNICIPAL WATER DISTRICT BENCHMARK NO. C-95-33 E EV.-1356.45 MSL(1929 DATUM) 31315 CHANEY STREET FROM THE INTERSECTION OF THE LAKESFDRE DRIVE AND wi LAKE ELSINORE, CA. 92331 DRYDEN STREET 40 FEET SOUTHEASTERLY ALONG LAKESHORE (951)674-3146 AND 40 FEET NORTHEASTERLY TO THE CHI10 *SQUARE* SEWER ELSINORE VALLEY MUNICIPAL WATER DISTRICT ON TOP OF CDIS AT BM ABBREVIATIONS KEY MAP SHEET: SHEET NO. E 31315 CHANEY STREET 2 LAKE ELSINORE, CA. 92331 ADV ADVANCE TITLE SHEET 1 (951)674-3146 APS AUDIBLE PEDESTRIAN SIGNAL ® SHEET NUMBER BASIS OF BEARINGS: arc ADVANCED TRANSPORTATION CONTROLLER DETAIL SHEET 2 GAS: SOUTHERN CALIFORNIA GAS CO. AVE AVENUE 1981 W. LIGONIA AVE. BBS BATTERY BACKUP SYSTEM • EXISTING PROJECT TRAFFIC SIGNAL TRAFFIC SIGNAL MODIFICATION PLANS 3-10 a THE BASIS OF BEARING FOR THIS MAP WAS TAKEN FROM THE v,�I REDLANDS, CA. 92374 BCR BEGIN CURB RETURN STATE PLANE COODINATE SYSTEM, CCS 03, ZONE 6 FM.gD (909)355-7828 UPON NOS POINT-XBM-AND POINT-WALKER,-BEING N C CONDUIT FLASHING BEACON INSTALLATION PLAN 11-12 , ,�,W csc CONDUCTOR SIGNAL CABLE LEGEND PHONE: SBC/PACIFIC BELL GTE(VERIZON) DIL DILEMMA 1265 N. VAN BURQN 150 S. JUANITA ST. DR DETECTOR LOOP CABLE EXISTING CONTROLLER CABINET ANAHEIM, CA. 92807 HEMET, CA. 92543 (714)666-5423 (951)672-6518 EVP EMERRGENCY VEHICLE PREEMPTION EXISTING PULL BOX O NG ELECTRIC: SO. CAL. EDISON 00. GND GROUND EXISTING TRAFFIC SIGNAL POLE 21600 MENIFEE ROAD LTG LIGHTING "DECLARATION OF ENGINEER OF WORK" ROMOLAND CA. 92585 NO. NUMBER EXISTING STREET LIGHT (951)928-8207 N.T.S NOT TO SCALE I HEREBY DECLARE THAT THE DESIGN OF THE IMPROVEMENTS AS SHOWN ON THESE PLANS COMPLIES WITH PROFESSIONAL ENGINEERING PPB PEDESTRIAN PUSH BUTTON EXISTING CONDUIT STANDARDS AND PRACTICES. AS THE ENGINEER IN RESPONSIBLE CHARGE OF THE DESIGN OF THESE IMPROVEMENTS. I ASSUME FULL (951)820-5498 i PR PROPOSED RESPONSIBLE CHARGE FOR SUCH DESIGN. I UNDERSTAND AND ACKNOWLEDGE THAT THE SIGNATURE OF THESE PLANS BY B&H FOR THE CITY OF IVE PVC POLYVINYL CHLORIDE EXISTING CURB LAKE ELSINORE, AND THE REVIEW OF THESE PLANS BY THE CITY OF LAKE ELSINORE, IS A REVIEW A REVIEW OF GENERAL COMPLIANCE WITH FIRE: RIVERSIDE COUNTY FIRE DEPARTMENT 4080 LEMON STREET I2NDRE FLOOR RD ROAD DISTRICT STANDARDS. THIS APPROVAL IS NOT A DETERMINATION OF THE TECHNICAL ADEQUACY OR ACCURACY OF THE DESIGN OF THE RIVERSIDE, CA 92502 RMC RIGID METAL CONDUIT EXISTING TRAFFIC SIGNAL © IMPROVEMENTS, SUCH APPROVAL DOES NOT, THEREFORE, RELIEVE ME OF MY RESPONSIBILITY FOR THE DESIGN OF THESE IMPROVEMENTS. RL REMOVE AND RELOCATE (951)955-4777 IRS REMOVE AND SALVAGE 3 FIBER OPTIC: LEVEL 3 COMMUNICATIONS R/W RIGHT OF WAY NETWORK RELOCATIONS DEPARTMENT SIC SIGNAL INTERCONNECT CABLE ac�- °a6rEssi°y' AS BUILT 6 1025 ELDORADO BLVD BLDG 33A-522 ST STREET ° f` r SVC SERVICE 08/07/2020 BROOMFIELD, 00 80021 = APPROYM BY: (720)888-5688 ENGINEER OF WORK DATE * �� '* ld- z/23/zoz n ij�,a CAUf�Pb� CHRISTIM J.UMBARTH Na C86675 DATE STC TRAFFIC,INC I THESE PLANS MARK REVISIONS APPR. DATE APPROPRIATE COVNDBTIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS EEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: SEAL AND HAVE BEEN FOUND ACCEPTABLE QFOFESS/pp O 5873 avEwDA ENCINAS,SUITE70 602 CARLSBAD,Ca e2008 CITY OF LAKE ELSINORE SHEET o T CANYON HILLS ROAD AT LOST ROAD IMPROVEMENTS RH-COLE 4-06-2022 CJL 04/01/2022 Q`"�P J. (��� FF�G PHONE: COM90 ad, TRAFFIC SIGNAL IMPROVEMENTS 12} 9-18-2020 1012112020 s NO.86675 � SCALE. BENCH MARK: OF SHEETS MON HABIB,RCE No.83156 DATE CHRISTIAN J.LAMBARTH,RCE No.86675 DATE * * 1"=20' FILE No. CITYENGINEER ff'/If FICM1\FO&�\� TITLE SHEET CITY OF LAKE ELSINORE DATE: 08/07/20 TOP MOUNTED SOLAR PANELS WITH CHARGE CONTROLLER AND ANTI-THEFT FASTENERS TRAFFIC 10' SIGNAL POLE REMOVABLE CAP 2' I 2' 4' 2' SEE CLAMP DETAIL BELOW BATTERY AND SYSTEM ENCLOSURE T_ —-----— - FFF TRIP LINE 3 TYPICAL FOR 8' ISNS LED LIGHTS 24 ABOVE TRIP LINE 2 1' 8' 1' POLE BASE TRIP LINE 1 W3-3 SIGN(36"X 36") UL APPROVED WATER-TIGHT ° ELECTRICAL BOX ° • ° POLE MOUNTING N.T.S 4"DIAMETER POLE TYPE 1-B(16' HEIGHT) PER CALTRANS STANDARD PLAN ES-7B DILEMMA ZONE SETBACK co BACK CLAMP 7/16"DIA HOLE IN CLAMP SPECIFY TRAFFIC SETBACK (FT)* EXTENSION W/4 BOLTS SUPPLIED WITH A TYPE"F° SPEED Z SIGNAL POLE (ASTM A-307) 3/8" i6UNC B,LUNf POINT TIME v= DIA. AT 24' SELF-TAPPING SCREW TRIP LINE 1 TRIP LINE 2 TRIP LINE 3 (SECONDS) ABOVE BASE 3/8" � DRILLED) TO BE FIELD 30MPH - - 323' 1.8 35MPH 225' 323' 323' 1.8 ------ -- ---- -- 40MPH 255' 363' 363' 1.8 ^ 45MPH 2114' 403' 403' 1.8 NOTCH OR DRILL TRAFFIC 50MPH 314' 444' 444' 1.8 -- p FOR DRAINAGE SIGNAL 1/4° L POLE 55MPH - - 484' 1.8 PAC FOUNDATION PER _ CLAMP * DELIMMA ZONE SETBACK IS MEASURED FROM THE LIMIT LINE. CALTRANS STANDARD PLAN ES-78 TOP V I EW ELEVATION SETBACK INFORMATION IN ABOVE TABLE PER ITERIS VECTOR Q TRIP LINE PROGRAMMING INFORMATION. ACTUAL SETBACK TO BE DETERMINED IN FIELD WITH ITERIS REPRESENTATIVE DURING CLAMP DETAIL INSTALLATION OF CAMERAS. N.T.S DETAIL "A" DETAIL "B" DETAIL "C" FLASHNING BEACON DETAIL IISNS STRAIGHT ARM MOUNTING DILEMMA ZONE SETBACK N.T.S N.T.S N.T.S 3 0 �I s wl Eg6FF33,p _ AS BUILT r �0 fm r m APPROVED BY: OP�/31/13�f * z/23/2 ij�,a CAUf� CHRISTIM J.LAMBARTH Na C86675 DATE STC TRAFFIC,INC MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN ENS OF DEVELOPMENT COMPLIANCE STATE LAWS O WITH THE PREPARED BY: SEAL gOFESS/p � 5865 AVENIDA ENCINAS,SUITE 142 B,CARLSBAD,CA 92008 CITY OF LAKE ELSINORE SHEET APPROPRIATE 2 AND HAVE BEEN FOUND ACCEPTABLE �p J. '�( CG PHONE: 760-602-4290 F N Q P (y ty OQy4 www.srcTRAFFIc.coM HSIP CYCLE 8 12 �} ad- c. NO.86675 >m SCALE: BENCH MARK: TRAFFIC SIGNAL IMPROVEMENTS °F9-18-2020OB/07/2020 °W` � z REMON HABIB,RICE No.83156 DATE CHRISTIAN J.LAMBARTH,RICE No.86675 DATE *X, C1V1` �\* 1"=20' FILE No. CITY ENGINEER �jfOF CAUEO& DETAILS £ CITY OF LAKE ELSINORE DATE: 08/07/20 DETECTOR ASSIGNMENT * EXISTING PHASE DIAGRAM DETECTOR PHASE SLOT 01 02 03 04 LEGEND 1 2ADV 212U EXISTING 2,3,4 2DIL VIDEO •* NOT USED x EXISTING VIDEO DETECTION CAMERA 5 2 VIDEO 1134 PROPOSED VIDEO DETECTION CAMERA 6 2 VIDEO NOT 7 2 VIDEO El PROPOSED VIDEO DETECTION ZONE O USED USED 8 5 VIDEO # PROPOSED GTT OPTICOM RADIO/GPS UNIT 05 06 07 08 9 5 VIDEO SIGNS 10 4 VIDEO 11 4 VIDEO 12 6ADV 6J2U CHURCH ROAD O 13,14,15 6DIL VIDEO •* SPEED LIMIT NOT POSTED 16 6 VIDEO \ ONLY 17 6 VIDEO R9-3 I R3-5(MOD) 18 6 VIDEO 19 1 VIDEO I 20 1 VIDEO PPS 6-PED I13U I EVPA 2 + 5 J12U 1416 IX. 2.5"C EVPB 4 113U EVPC 1 + 6 J12L 04 04 3 16EX. TYPE"P"CABINET WITH EOONOLITE TS2 FLASH SENSE - I14U ASC/2S-2100 CONTROLLER * ADJUST DETECTION ZONES AND DETECTION CARDS EX. 2"C 1416 27 27 1412 EX. 2-3"C AS NECESSARY TO ACHIEVE OPERATION. 225' *• DILEMMA ZONE DETECTOR TRIP LINES SHALL BE 215' _____ _ (2) DETERMINED PER DETAIL "C", SHEET 2 AND DURING EX. 26-4-129 POLE - INSTALLATION OF CAMERAS WITH MANUFACTURER R9-3 14 REPRESENTATIVE PRESENT TO ASSIST. IX. TYPE III-BF SERVICE ENCLOSURE 6P EX. 2.5°C 1516 16 05 - - -06 06- o, 4-tt 1213 -- VPC 06 -- (2) / � N IX. 3"C 14 ---- - R3-5(MOD) 06 (12;06 i01 ::z ::'.=it ' at .... ... a..... g. �06 -05 05 J'j76 -12%06 02 05 "� 1213 02 O 02 {', - EVPB -- :.�:. :;:r'.ii5; 04 02 ,04 IX. 3"C 14 - I<r <r� 02'J j _ _ - - - - - - 02 - \ z % EX. 19-4-129 9-3 RAILROAD CANYON ROAD RJ-3 �- i POSTED SPEED LIMIT SOMPH EX. 26-4-129 POLE � \ Mi i i i CONSTRUCTION NOTES: ❑3 CONTRACTOR SHALL COMPLETE THE FOLLOWING WORK IN TRAFFIC SIGNAL CABINET: a. RECONFIGURE DETECTION AS SHOWN ON PLAN. FURNISH AND INSTALL NEW DETECTION CARDS AS NECESSARY TO ACHIEVE OPERATION. _ b. FURNISH AND INSTALL ITERIS VANTAGE NEXT VIDEO DETECTION SYSTEM WITH SURGE PANELS AND EXTENDERS PER MANUFACTURERS SPECIFICATIONS. VIDEO wi DETECTION SYSTEM HARDWARE CONFIGURATION SHALL BE COMPATIBLE WITH EXISTING TRAFFIC SIGNAL CONTROLLER TYPE. o c. FURNISH AND INSTALL GTT OPTICOM MODEL 764 MULTIMODE PHASE SELECTOR WITH ETHERNET CAPABILITY. d. FURNISH AND INSTALL GTT OPTICOM RADIO/GPS UNIT. e. FURNISH AND INSTALL APS CONTROL UNIT. 12 ®EXISTING VIDEO DETECTION CAMERA AND MOUNTING COMPLETE. 13 FURNISH AND INSTALL ITERIS VANTAGE VECTOR HYBRID DETECTION SENSOR AND MOUNTING PER MANUFACTURER'S SPECIFICATIONS. LOCATION OF SENSOR SHALL BE DETERMINED IN THE FIELD BY THE CITY'S TRAFFIC ENGINEER AND INSPECTOR. CAMERA LOCATIONS SHOWN ON THESE PLANS ARE TO ILLUSTRATE DESIGN INTENT ONLY AND ARE SUBJECT TO ADJUSTMENT. 0 14 ®EXISTING COAX AND POWER CABLE. FURNISH AND INSTALL NEW CAT5 CABLE. aSoQ°MEssi � AS BUILT 16 FURNISH AND INSTALL GTT OPTICOM POLE MOUNTED RADIO/GPS UNIT COMPLETE r ' APPROVED BY. 20 10 0 20 40 60 (INCLUDING GPS RADIO MOUNTING HARDWARE AND CABLE). UNIT SHALL BE W ar�/sVv a NSTALLED PER MANUFACTURERS SPECIFICATIONS. * 2/23/2 27 ® STC TIM J. AN EXISTING PPB ASSEMBLY. FURNISH AND INSTALL NEW APS PPB ASSEMBLY. *?a c���sp°c tlRAF J.uuennnH No.ce6e75 DATE SCALE: 1"=20' 7 THESE PLANS MARK REVISIONS APPR. DATE APPROPRIATE COVNDBTIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS EEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: SEAL gOFESS/p �T 5865 AVENIDA ENCINAS,SUITE 142 B,CARLSBAD,CA 92008 CITY OF LAKE ELSINORE SHEET 3 �p J. ( COG PHONE: 760-602-4290 AND HAVE BEEN FOUND ACCEPTABLE F N �''yII-�II C,9 Fy OQy4 www.sTCTRAFric.coM HSIP CYCLE 8 12 9A— I'49v} ad- NO.86675 >� SCALE: BENCHMARK: TRAFFIC SIGNAL IMPROVEMENTS OF SHEETS /,"J"' 9-18-2020 08/07/2020 DATE RAILROAD CANYON ROAD z REMON HABIB,RCE No.83156 CHRISTIAN J.LAMBARTH,RCE No.86675 DATE Jf C1V1` �\� 1"=20' FILE No. £ CITYOFLAKEELSINORE �jfpF CAUF�& DATE: 08/07/20 AT CHURCH ROAD DETECTOR ASSIGNMENT * EXISTING PHASE DIAGRAM DETECTOR PHASE SLOT 01 02 03 04 LEGEND 1 2ADV VIDEO >- EXISTING EVP DETECTOR 2,3,4 2DIL VIDEO *• NOT E� EXISTING VIDEO DETECTION CAMERA USED 5 2 VIDEO K34 PROPOSED VIDEO DETECTION CAMERA 6 2 VIDEO 7 6ADV VIDEO NOT NOT NOT El PROPOSED VIDEO DETECTION ZONE USED USED USED 8,9,10 6DIL VIDEO *• # PROPOSED GTT OPTICOM RAD10/GPS UNIT 05 06 07 08 11 6 VIDEO SIGNS 12 1 VIDEO 13 1 VIDEO EX. 29-5-129 POLE EX. 26-4-129 POLE � O 14 3ADV VIDEO 15,16,17 3DIL VIDEO *• R9-3 EVPB 14 EX. 3"C ON RED NO U TURN 18 3 VIDEO 12 R9-3(7') ,s 3 VIDEO LAKE STRE R3 a — — ET R13A(CA) (15') R3-4 R9-3 R13A(CA) R73-3(CA) 20 3 VIDEO POSTED SPEED LIMTT 50MPH — - _b -- rt£_} \L\ 06 — 155' 145' 02 ^ y< j EVPA 2 J12U 03 EVPB 3 J13L 03", 03 - EVPC 1 + 6 J12L `�061213 13 6 M FLASH SENSE - 1 114U � EVPC -------- `� --- � 01 - _-- r- .. ;:i?1,3i: : i 01 01 '� \ ADJUST DETECTION ZONES AND DETECTION CARDS R73-3 1Q _ ,i, _ "''" :ar:i _ AS NECESSARY TO ACHIEVE OPERATION. *• DILEMMA ZONE DETECTOR TRIP LINES SHALL --- DETERMINED PER DETAIL "C", SHEET 2 AND DURING - INSTALLATION OF CAMERAS WITH MANUFACTURER - 6 REPRESENTATIVE PRESENT TO ASSIST. 14 EX 4"C 13 -- -_ - I � 14 02 � I_1_1 I 45' FR R9-3 :;s 3OM LIMIT LIPS - 02 =01 03 m _ t'J E\ 2-4"C 1416 ,:y" 02c� - :. 55 � i� y-( 03 I 16 R9-3 I/] \ o ---7--C / EX. 4"C 14 16 H� 14 16 EX. 3"C EX. 61-5-100 POLE EX. TYPE°P°CABINET WITH ECONOL i 03 ITE 3 I TS2 ASC/2S-2100 CONTROLLER EX. 4"C 1416 03 (7,) (13') 4' (10') (13') (7)i I a 3 I S CONSTRUCTION NOTES: 13 ❑3 CONTRACTOR SHALL COMPLETE THE FOLLOWING WORK IN TRAFFIC SIGNAL CABINET: o. RECONFIGURE DETECTION AS SHOWN ON PLAN. FURNISH AND INSTALL NEW DETECTION CARDS AS NECESSARY TO ACHIEVE OPERATION. b. FURNISH AND INSTALL ITERIS VANTAGE NEXT VIDEO DETECTION SYSTEM WITH wi SURGE PANELS AND EXTENDERS PER MANUFACTURERS SPECIFICATIONS. VIDEO DETECTION SYSTEM HARDWARE CONFIGURATION SHALL BE COMPATIBLE WITH I o EXISTING TRAFFIC SIGNAL CONTROLLER TYPE. c. FURNISH AND INSTALL GTT OPTICOM MODEL 764 MULTIMODE PHASE SELECTOR WITH ETHERNET CAPABILITY. d. FURNISH AND INSTALL GTT OPTICOM RADIO/GPS UNIT. 1❑2 ®EXISTING VIDEO DETECTION CAMERA AND MOUNTING COMPLETE. i 13 FURNISH AND INSTALL ITERIS VANTAGE VECTOR HYBRID DETECTION SENSOR AND a � MOUNTING PER MANUFACTURER'S SPECIFICATIONS. LOCATION OF SENSOR SHALL BE £ s DETERMINED IN THE FIELD BY THE CITY'S TRAFFIC ENGINEER AND INSPECTOR. 3 CAMERA LOCATIONS SHOWN ON THESE PLANS ARE TO ILLUSTRATE DESIGN INTENT 'jq? ONLY AND ARE SUBJECT TO ADJUSTMENT.14 [RC]EXISTING BUILT EXISTING COAX AND POWER CABLE. FURNISH AND INSTALL NEW CATS CABLE. I - 03 �oppMessip�� 16 FURNISH AND INSTALL GTT OPTICOM POLE MOUNTED RADIO/GPS UNIT COMPLETE r xoessrs APPROVED BY. 20 10 0 20 40 60 (ISTALLENG GPS RADIO MOUNTING HARDWARE AND CABLE). UNIT SHALL BE ALBERHILL RANCH ROAD °�"""' a INSTALLED PER MANUFACTURERS SPECIFICATIONS. * * 2/2,M POSTED SPEED LIMIT 35MPH qua oc STCCHRISTIAN J.uuennlN N".ce6678 owtE SCALE: 1"=20' STC 1RAFFIC,INC MARK REVISIONS APPR. DATE THESE PLANS APPROPRIATE CONDE BEEN REVIEWED FOR COMPLIANCE WITH THE ITIONSPREPARED BY: SEAL IITIONS OF DEVELOPMENT ANDOR CITY AND STATE LAWS gOFESS/p O� sass AVEwOn ENciNAs,sulrE,az e,cnRoseao,cn 9200e CITY OF LAKE ELSINORE SHEET 4 �p T '�( CG PHONE: 760-602-4290 AND HAVE BEEN FOUND ACCEPTABLE F N Q P (y ty OQy4 www.srcrRnFrlc.coM HSIP CYCLE 8 12 �� NO.86675 >� SCALE: BENCH MARK: TRAFFIC SIGNAL IMPROVEMENTS OF SHEETS 9-18-2020 08/07/2020 5 REMON�No.83156 DATE * * LAKE STREET CHRISTIAN J.LAMBARTH,RCE No.86675 DATE Jf CIV1\- �\� 1"=20' FILE No. CITY ENGINEER pF CAUF�& AT ALBERHILL RANCH ROAD £ CITY OF LAKE ELSINORE DATE: 08/07/20 *CONDUCTOR SCHEDULE *EXISTING PHASE DIAGRAM POLE AND EQUIPMENT SCHEDULE OR POLE CONDUIT RUNS 01+OLA 02 03 04 No. STANDARD L.E.D. SIGNAL MOUNTING •PPB POLE LOCATION *IISNS REMARKS CABLE SIZE CIRCUIT Q Q Q Q Q Q Q7 TYPE HEIGHT SIG. M.A. LUM. M.A. LUMINAIRE VEHICLE PED PHASE QUAD A B 12 CSC POLE A 02,05,02P 1 1 1 1 NOT I QA 26-4-80 3p' 45' 16' 100W 2-MAS SV-1-T SP-1-CS - - EXISTING EXISTING LAKESHORE 1 1 1 1 USED POLE B 01,08,OLA,02PPB 1 1 1 1 1 1 — BO 1-A 10' - - - - TV-2-T - 2• W EXISTING EXISTING - POLE C 04,04P,02PPB 1 1 1 i — © 26-4-80 30' 40' 16' 10OW 2-NAS SV-1-T SP-1-cs 2• W EXISTING EXISTING GRAND POLE D 01,02,02P,04PPB 1 1 1 1 Nusm TERRA COTTA MIDDLE SCHOOL 1-A 10' - - - - TV-2-T SP-1-CS 7• N EXISTING EXISTING POLE E �4P•06P 2 2 2 2 2 2 QE 26-4-80 30' 40' 15' 100W 2-MAS SV-2-TA SP-2-CS 1/7• N/E EXISTING EXISTING LAKESHORE 3 CSC POLE F 05,06,08,OLA,06P 2 2 2 2 2 2 2 05 06 07 mo, QF 24-4-80 30' 35' 15' 10OW 2-MAS SV-3-TA SP-1-CS 1 • E EXISTING EXISTING �N(DE 06PPB 1 1 1 1 *04& 08 ARE SPLIT-PHASED TOTAL 12 CSC/3 CSC 2 1 4 3 5 4 8 7 5 3 3 2 3 1 *ALL EQUIPMENT IS EXISTING UNLESS OTHERWISE NOTED #12 IISNS 2 2 2 2 2 2 (•)=NEW EQUIPMENT. SIGNAL COMM 1 1 2 1 1 1 PEDESTRIAN PUSHBUTTON SHALL BE APS AND ADA COMPLIANT. LEGEND #10 >- EXISTING EVP DETECTOR SAFETY LIGHTING 2 2 2 2 2 2 TOTAL#10 3• 3• 3• 2• 3• 3• 3• WCN PROPOSED VIDEO DETECTION CAMERA INTERCONNECT CABLE 1• 1• 1• 04 04 PROPOSED VIDEO DETECTION ZONE EVP DETECTORS(MODEL 138 CABLE) 1• 2• 2• 4• 2• 1• 1• CAT5 CABLE(VIDEO DETECTION) 1• 2• 2• 4• 2• 1• 1• GRAND AVENUE L AB `a; PROPOSED GTT OPTICOM RADIO/GPS UNIT POSTED SPEED LIMIT 45MPH %.S:S R73-3 1.5"C., 1-DLC CAT5 CABLE(GPS RADIO) 1 1 125' "`+'?i :t#:{ 1.s c., sic �'* .�;� F 27 LAKE STREET 115� PULLROPE 1• 1• 1• 2• 1• 1• TO CONTROLLER 1.5°C., SIC 06P ''`' '1` 06P 0 R9-3 CABINET AT (2:;�S( )27 E ,Eo y o, POSTED SPEED LIMIT 45MPH 345 FROM CONDUIT SIZE 3° 3° 3.5° 3-3° 3° 3° 2° /W— BROADWAY — — _ -' --ZI -- — — LIMIT LINE AB(TYP) 04P � 06 EVPo _ — ms — — R/W DETECTOR ASSIGNMENT > - -� - _ 1.5"C., 1-DLC LOT - DETECTOR PHASE S CONDUIT FILL % 19 33 46 30 36 27 26 � - �� _____-- ,1 11 05 Ii - _ *ALL CONDUIT AND CONDUCTORS ARE EXISTING UNLESS OTHERWISE NOTED: o— mg 08 08 08+OLp i�;:>m6 - �- 1 2 ADV 212U 2,3,4 2 DIL VIDEO ** K �,> (1)15 1 :...3:.,..:.::.3r:;;;: ;o l 5 2 VIDEO m6 ... 06 E� L�AB - -- 6 2 VIDEO ., (2)15 2 ?�R73-5 r*>%?:$:;. : :; �=,_� 1.,,,t.::::> 7 2 VIDEO 1, 01 v - - t.... ....;....... 06 8 5 VIDEO 8 I .a:::...:..........:.... ... . . ., 9 5 VIDEO 01 0 01 I , ;;:1'9; 010 4 VIDEO 05 02«.T_...,.�/❑ - - AB LOOPS 08` --- - - -- - N 11 4 VIDEO 13 - `r _ :.,;,.;.- v 12 6 ADV 6J2U _ "" • 13,14,15 6 DIL VIDEO ** 1 — ,, R73-2 02 02 � 16 6 BIKE VIDEO EVPA I 17 6 VIDEO ' •.A.l: I ... 18 6 VIDEO - - 02 y '•`•`:•:`..�e?z 01 AB LOOPS i�< R9-3 .. .:.::. 16 13 R73-3 -R/W ----_ i! 19 1 VIDEO 345' FROM - - 02`7, , 02 20 1 VIDEO BACK OF X- K — 01 \ iiO4 qp 04 i,v v 1 04 01 02P 21 8 ADV 8J7U D 0� _ -I-EVP13 -ice° — — — —R/W- 22 8 ADV 8J7L 1.5°C., 1-DLC 27 '',t ^�-- _ __ „„ .. ,�� O 17 23,24.25 8 DIL VIDEO ** � -':?"y'•.f} (2)15 3 C %{ " s. r� 7 15 26 8 VIDEO (2) ,:j' '`.':`.•':`� ':.`tir ":`'08+ 27 27 8 VIDEO Iv 28 8 VIDEO 1 3 15 6I 08 ?08 `08 2s 8 VIDEO GENERAL NOTE PPB 2-PED 112U 1. ENTIRE INTERSECTION SHALL BE REWIRED. CABLE AND CONDUIT INFORMATION IS SHOWN FOR QUANTITY TAKE OFF ONLY. IT IS THE m8':. ppg 4-PED L12L CONTRACTORS RESPONSIBILITY TO CONFIRM ALL CABLES AND CONDUCTORS IN THE FIELD AND REWIRE THE INTERSECTION TO ACHIEVE 2 THE INTENDED OPERATION PER THIS PLAN. PPB 6-PED 113U �i 2. DLC IN CONDUITS FOR ABANDONED LOOPS SHALL REMAIN FOR FUTURE USE. I I I PPB 8-PED 113L Q 15"C 2-DLC ,3 EVPA 2 + 5 J12U . ., �I CONSTRUCTION NOTES (12') (12.) 08 I I EVPB 4 + 7 J13u 81 ®EXISTING 170E CONTROLLER. FURNISH AND INSTALL 2070LX CONTROLLER WITH OMNI EX SOFTWARE IN EXISTING 332 CABINET. (12) EVPC 1 + 6 J12L 2 (12•EXISTING 120/240 TYPE III-CF SERVICE ENCLOSURE WITH 120 VOLT 50 AMP METERED SIGNAL CIRCUIT, 120 VOLT 15 AMP IISNS ) (10') (12, I EVPD 3 + 8 J13L o CIRCUIT, AND SEPARATELY METERED 120 VOLT 30 AMP LIGHTING CIRCUIT TO REMAIN. ) ❑3 CONTRACTOR SHALL COMPLETE THE FOLLOWING WORK IN TRAFFIC SIGNAL CABINET: a. REASSIGN PHASING AS SHOWN ON PLAN. SIGNS FLASH SENSE 114U b. RECONFIGURE DETECTION AS SHOWN ON PLAN. / * ADJUST DETECTION ZONES AND DETECTION CARDS AS NECESSARY TO ACHIEVE OPERATION. c. FURNISH AND INSTALL NEW DETECTION CARDS AS NECESSARY TO ACHIEVE OPERATION. �) **�T2' AB(TYP) DETERMINED PER DETAIL "C", SHEET 2 AND DURING DILEMMA ZONE DETECTOR TRIP LINES SHALL BE wI d. FURNISH AND INSTALL ITERIS VANTAGE NEXT VIDEO DETECTION SYSTEM WITH SURGE PANELS AND EXTENDERS PER ?i. ' 75 MANUFACTURERS SPECIFICATIONS. VIDEO DETECTION HARDWARE CONFIGURATION SHALL BE COMPATIBLE WITH EXISTING �7?' / INSTALLATION OF CAMERAS WITH MANUFACTURER J 08 2`t Q v lul REPRESENTATIVE PRESENT TO ASSIST. TRAFFIC SIGNAL CONTROLLER TYPE. e. FURNISH AND INSTALL GTT OPTICOM MODEL 764 MULTIMODE PHASE SELECTOR WITH ETHERNET CAPABILITY. �\ �7 08 f. FURNISH AND INSTALL GTT OPTICOM RADIO/GPS UNIT. ?� (' 08 ^y` R9-3 R73-3(CA) R73-2(CA) R73-5(CA) g. FURNISH AND INSTALL APS CONTROL UNIT. 13 FURNISH AND INSTALL ITERIS VANTAGE VECTOR HYBRID DETECTION SENSOR AND MOUNTING PER MANUFACTURERS SPECIFICATIONS. �� Uiv'\ ) SCALE 1°=20 3 LOCATION OF SENSOR SHALL BE DETERMINED IN THE FIELD BY THE CITY'S TRAFFIC ENGINEER AND INSPECTOR. CAMERA LOCATIONS L' a SHOWN ON THESE PLANS ARE TO ILLUSTRATE DESIGN INTENT ONLY AND ARE SUBJECT TO ADJUSTMENT. ��'7O / AS BUILT 0 15 FURNISH AND INSTALL NEW CATS CABLE IN EXISTING CONDUIT. R / �o°°Messier 16 FURNISH AND INSTALL GTT OPTICOM POLE MOUNTED RADIO/GPS UNIT COMPLETE(INCLUDING GPS RADIO, MOUNTING HARDWARE, AND ��T�`O,p / \ = may • ��BY. 20 10 0 20 40 60 CABLE). UNIT SHALL BE INSTALLED PER MANUFACTURERS SPECIFICATIONS. E 17 CLEAN-OUT PULL BOX. F + * x/u/z 27®EXISTING PPB ASSEMBLY. FURNISH AND INSTALL NEW APS PPB ASSEMBLY. ��?a c��vv0� tl1rd TIM J.uueurnH No.C86675 DATE SCALE: 1"=20' STC MAFFC,INC MARK REVISIONS APPR. DATE THESE PLANS APPROPRIATE CONDE BEEN REVIEWED FOR COMPLIANCE WITH THE ITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS PREPARED BY: SEAL gOFESS/p O� sass avEwOa ENciNas,sulrE,az e,caRoseao,ca szoae CITY OF LAKE ELSINORE SHEET rj �p T '�( CG PHONE: 760-602-4290 AND HAVE BEEN FOUND ACCEPTABLE F N Q P (y ty OQy4 www.srcrRaFrlc.coM HSIP CYCLE 8 12 p) NO.86675 >� SCALE: BENCHMARK: TRAFFIC SIGNAL IMPROVEMENTS °FSHEETS �,RCE 9-18-2020 09/o7/zozo * * LAKE STREET/GRAND AVENUE z RE ON HM ABIB,RCE No.83156 DATE CHRISTIAN J.LAMBARTH,RCE No.86675 DATE Jf C1V1` �\� 1"=20' FILE No. CITY ENGINEER �TfOF Cl\l AT LAKESHORE DRIVE £ CITY OF LAKE ELSINORE DATE: 0,107120 *CONDUCTOR SCHEDULE EXISTING PHASE DIAGRAM POLE AND EQUIPMENT SCHEDULE AWG CONDUIT RUNS POLE OR 01 02 03 04 STANDARD L.E.D.■ SIGNAL MOUNTING •PPB POLE LOCATION ERSIZE CIRCUIT Q Q Q Q Q Q Q7 Qg Qg No. TYPE HEIGHT SIG. M.A. LUM. M.A. LUMINAIRE VEHICLE PED PHASE QUAD A B IISNS REMARKS CABLE 12 CSC POLE A 02,05,02P,08PPB 1 1 1 1 USED USED O I AO 24-4-80 30' 35' 15' 10OW • 2-MAS• SV-I-T SP-1-T 8• S EXISTING EXISTING Lincoln St F=13'• 06 (� 1-A 10' - - - - TV-2-T• SP-1-T 2• W EXISTING EXISTING POLE B 07,08,08P,02PPB 1 1' 8' 1 � �—� � � - 1 POLE C 04,07,04P,02PPB 1 1 1 1 1 — 19-4-80 30' 25' 15' 10OW • 2-MAS• SV-1-T SP-1-T 2• W EXISTING EXISTING Machado St F=8' • POLE D 01,02P,04PPB 1 1 1 1 1 1 USED USED is 1-A 10' - - - - TV-1-T• SP-1-T 4• N EXISTING EXISTINGPOLE E 01,06,06P,04PPB 111111@ 24-4-80 30' 35' 15' 10OW • 2-MAS• SV-1-T SP-1-T 4• N EXISTING EXISTING Lincoln St F=11'• POLE F 03,04P,06PPB 1 1 1 1 1 1 1 1 1 1 1 1 is I (D 1-A 10' - - TV-1-T• SP-1-T 6• E EXISTING EXISTING - POLE G' 03,08,08P,06PP6 1 1 J' 8 PROPOSED PHASE DIAGRAM 125' © 24-4-100• 30'• 35'• 15' • 1QOW • 2-MAS• SV-1-T• SP-1-T• 6• E • 8'• 3'• Machado St • F=14'• 3 CSC POLE H 05,06P,08PPB 1 Q 1-A 10' - - TV-1-T• SP-1-T 8• S EXISTING EXISTING3 CSC 121234 5 5 01 02 03 04 (8')(6') (13') (10') (13') (6')(8') *ALL EQUIPMENT IS EXISTING UNLESS OTHERWISE NOTED NOTE CONSTRUCT POLE STANDARDS TO CALTRANS 2018 STANDARDS. CONTRACTOR #12 IISNS 2 2 2 2 2 2 2 01 (•)=NEW EQUIPMENT. SHALL SUBMIT MATERIALS CUT SHEETS PRIOR TO ORDERING OF MATERIALS. #10 SIGNAL COMMON 1 1 1 1 1 1 1 2 2• O — 9 (•) =REMOVE EXISTING SAFETY LIGHT LUMINAIRES AND INSTALL NEW LED PER CITY STANDARDS. #10 SAFETY LIGHTING 2 2 2 2 2 2 2 (�)=NEW MOUNTING PER RIVERSIDE COUNTRY STANDARD NO. 1200. AS FIRST ORDER OF WORK, THE ' _ 1 3 (�)=PEDESTRIAN PUSHBUTTON SHALL BE APS AND ADA COMPLIANT. O LOCACONITTICTOR SHALL POTHOLE ONS PRIOR TO ORDERINGNG POLES�IF EVP DETECTORS(MODEL 13e CABLE) 2 2 a a• R CONFLICTS ARE FOUND DURING POTHOLING, CATS CABLE(VIDEO DETECTION) 1 1 1 1 2 02 a a• T 01 LEGEND THE CONTRACTOR SHALL IAMEDIATLEY CAT5 CABLE(GPS RADIO) 1 1• ms ms m7 ma O Y NOTIFY THE CITY. FAILURE TO COMPLY >- EXISTING EVP DETECTOR SHALL BE AT THE SOLE RESPONSIBILITY PULLROPE 1 1 1 1 1 1 1 2 2 'si?}: OF THIE 1 06 1 6 EXISTING POLES TO BE [� EXISTING VIDEO DETECTION CAMERA O G CONTRACTOR FOR ANY LOSS OF TIME, ADDITIONAL COST, AND DAMAGE. ©CONDUIT SIZE 2" 2.5" 2" 2.5" 2.5" 2.5" 2.5"2-2.5 2-2.5 EVPC 16 19-4-80 1134 PROPOSED VIDEO DETECTION CAMERA CONDUIT FILL(R) 28 33 19 29 42 56 68 1 43 1 41 27 O 5 27 EVPA PROPOSED VIDEO DETECTION ZONE *ALL CONDUIT AND CONDUCTORS ARE EXISTING UNLESS OTHERWISE NOTED: DETAIL "A�� (•)=NEW nCB -- A # PROPOSED GTT OPTION RADIO/GPS UNIT LINCOLN STREET POSTED SPEED LT 40MPH 06 a G PIT 0 3 02'', O 7 N.T.S. LIMIT DETECTOR ASSIGNMENT * -R/W — _ 0 05 .2. 05 02 02 27 251z LINCOLN STREET DETECTOR PHASE SLOT 27 G \ <\v O 18 ' FROM BACK 1213 POSTED SPEED LIMIT 35MPH _WALK 1 2 ADV VIDEO 08 6 8 2,3,4 2 OIL VIDEO 10 24 R73-3(CA) -' 08 5 2 BIKE VIDEO 5 .... EVPB -"EVPO i 13 9 7 07 08 ,. 6 2 VIDEO ...::,,.;::;;.;4 ❑ 08�- 22 75 N 7 5 VIDEO iL'i 24R73-3(CA) 9 <(:i32 `""`'.i;08 11 27. 08 0 3---=--— — — 1 3-3(CA)10 24 07 8 5 VIDEO -_ - :'.. 03 333::0 c <I 24 23 2607 07 0' R 260' 04;7Q� �,:.::. 9 4 ADV VIDEO 03 g 10 4 ADV VIDEO 04 04 04 24 11,12,13 4 OIL VIDEO ** 1213 18 14 4 BIKE VIDEO 04: ;! v 04 =';'i'.j5 `";%;'`'<> 04 15 4 VIDEO -- — 6 04 25 40' 25 34' 04:j - © 27 16 4 VIDEO v 03 17 7 VIDEO —R/W C 1213 8 230' FRO O 04P �\ 01 / 18 7 VIDEO BACK OF -WALK - 19 6 ADV VIDEO 406 06 1 01 --- 5 20,21,22 6 OIL VIDEO ** 27 06P 1 :5 O 27 — — — — — _ — — — — R/W_ 125' 02 / 23 6 BIKE VIDEO 3 - .'s CONSTRUCTION NOTES 24 6 VIDEO ry 1024 4 0 EXISTING TYPE "P" CABINET WITH ECONOLITE TS2 ASC/2S-2100 CONTROLLER TO 13 FURNISH AND INSTALL ITERIS VANTAGE VECTOR HYBRID DETECTION SENSOR AND SIGNS R73-3(CA) y; REMAIN. MOUNTING PER MANUFACTURERS SPECIFICATIONS. LOCATION OF SENSOR SHALL BE 25 1 VIDEO 27 I� :>xr `02 EXISTING 120/240 TYPE III-CF SERVICE ENCLOSURE WITH 120 VOLT 50 AMP METERED DETERMINED IN THE FIELD BY THE CITY'S TRAFFIC ENGINEER AND INSPECTOR. CAMERA 26 1 VIDEO C7 '?( SIGNAL CIRCUIT, 120 VOLT 15 AMP IISNS CIRCUIT, AND SEPARATELY METERED 120 LOCATIONS SHOWN ON THESE PLANS ARE TO ILLUSTRATE DESIGN INTENT ONLY AND ARE LEFT TURN VOLT 30 AMP LIGHTING CIRCUIT TO REMAIN. SUBJECT TO ADJUSTMENT. 27 8 ADV VIDEO YIELD ❑3 CONTRACTOR SHALL COMPLETE THE FOLLOWING WORK IN TRAFFIC SIGNAL CABINET: 16 FURNISH AND INSTALL GTT OPTICOM POLE MOUNTED RADIO/GPS UNIT COMPLETE a. REASSIGN PHASING AS SHOWN ON PLAN ON GREEN ** (INCLUDING GPS RADIO, MOUNTING HARDWARE, AND CABLE). UNIT SHALL BE INSTALLED 28,29,30 8 OIL VIDEO 8.05 b. RECONFIGURE DETECTION AS SHOWN ON PLAN. PER MANUFACTURERS SPECIFICATIONS. NO U TURN O 31 6 VIDEO I " 18 RL EXISTING IISNS TO NEW STRAIGHT ARM MOUNTING PER COUNTY OF RIVERSIDE c. FURNISH AND INSTALL NEW DETECTION CARDS AS NECESSARY TO ACHIEVE of STANDARD NO. 1200. RC EXISTING IISNS MOUNTING COMPLETE, PULLBACK#12 CABLE, 32 6 VIDEO OPERATION. AND PLUG HOLE IN MAST ARM. RECONNECT#12 CABLE TO IISNS IN NEW MOUNTING R73-3(CA) R10-12 33 3 VIDEO I d. FURNISH AND INSTALL ITERIS VANTAGE NEXT VIDEO DETECTION SYSTEM WITH LOCATION. SURGE PANELS AND EXTENDERS PER MANUFACTURERS SPECIFICATIONS. VIDEO 22 APPLY 8" SOLID WHITE THERMOPLASTIC LINE PER CALTRANS 2018 STD PLAN AND, 34 3 VIDEO "05� DETECTION HARDWARE CONFIGURATION SHALL BE COMPATIBLE WITH EXISTING DETAIL 38. TRAFFIC SIGNAL CONTROLLER TYPE. 23 APPLY 6" SOLID WHITE THERMOPLASTIC DOUBLE YELLOW STRIPE LINE PER CALTRANS S PPB 2-PED 1121.1 (8') 6') (13') (10') 13') (6')(8') 2018 STD PLAN A20A, DETAIL 22. ( e. FURNISH AND INSTALL GTT OPTICOM MODEL 764 MULTIMODE PHASE SELECTOR PPB 4-PED L12L WITH ETHERNET CAPABILITY. 24 APPLY TYPE IV ARROW THERMOPLASTIC PAVEMENT MARKINGS PER CALTRANS STD PLAN i ppg 6-PED 113U POLE LOCATION DETAIL A24A AS SHOWN ON PLAN. f. FURNISH AND INSTALL GTT WTICOM RADIO/GPS UNIT. 125' 25 PAINT RED CURB. PPB 8-PED 113L POLE LOCATION I g. FURNISH AND INSTALL APS CONTROL UNIT. 27 RS EXISTING PPB ASSEMBLY. FURNISH AND INSTALL NEW APS PPB ASSEMBLY. wi EVPA 2 + 5 J121.1 ECR -A ; ®®EXISTING POLE AND GRIND EXISTING FOUNDATION 18" BELOW FINISHED GRADE. ® REMOVE EXISTING CONFLICTING STRIPING AND PAVEMENT MARKINGS BY GRINDING. ;1 REPAIR SIDEWALK IN KIND AS NECESSARY. �N MATCH EXISTING. o EVPB 4 + 7 J13U A I 1 6 ❑5 ®THE FOLLOWING EQUIPMENT FROM EXISTING POLE TO NEW POLE: 9�F a. PRE-EMPTION DETECTORS AND MOUNTING HARDWARE a EVPC 1 + 6 J12L B A -A 1 GENERAL NOTES: `�• B O ©®EXISTING 3 SECTION VEHICLE HEAD AND MOUNTING COMPLETE. FURNISH AND INSTALL EVPD 3 + 8 J13L 3 SECTION ARROW TYPE VEHICLE HEAD(DETAIL A)ON NEW MOUNTING. s i+:`1sL 1. ENTIRE INTERSECTION SHALL BE REWIRED. CABLE AND CONDUIT FLASH SENSE - 114U CF Q®EXISTING 3 SECTION VEHICLE HEAD AND MOUNTING COMPLETE. FURNISH AND INSTALL INFORMATION IS SHOWN FOR QUANTITY TAKE OFF ONLY. IT IS THE m _ 02 3 SECTION ARROW TYPE VEHICLE HEAD (DETAIL A) ON NEW MOUNTING. RL EXISTING 3 CONTRACTORS RESPONSIBILITY TO CONFIRM ALL CABLES AND * ADJUST DETECTION ZONES AND DETECTION CARDS EXACT LOCATION BY ENGINEER IN THE FIELD SECTION VEHICLE HEAD TO NEW MOUNTING. CONDUCTORS IN THE FIELD AND REWIRE THE INTERSECTION TO AS NECESSARY TO ACHIEVE OPERATION. NOTE: CONTRACTOR MUST PROVIDE A MINIMUM I ®®EXISTING 3 SECTION VEHICLE HEAD AND"PELOO ASTRO-BRAC". ACHIEVE THE INTENDED OPERATION PER THIS PLAN. ** DILEMMA ZONE DETECTOR TRIP LINES SHALL BE OF 4' CLEAR SIDEWALK FOR PEDESTRIANS. ❑9 FURNISH AND INSTALL 3 SECTION ARROW TYPE VEHICLE HEAD (DETAIL A) AND "PELCO QaoEEssi AS BUILT o DETERMINED PER DETAIL"C", SHEET 2 AND DURING MACHADO STREET o �."+ INSTALLATION OF CAMERAS WITH MANUFACTURER 0EXIASTRO-BRAG" REPRESENTATIVE PRESENT TO ASSIST. POSTED SPEED LIMIT 40MPH r ' APPROVED BY:10 ®EXISTING SIGN AND MOUNTING COMPLETE. xoessr. 20 10 0 20 40 60 a 11 FURNISH AND INSTALL SIGN ON MAST ARM PER CALTRANS STANDARD DRAWING ES-7N, * °* '� * 2/2a/z DETAIL"U". SIGN SHALL BE PER PLAN. i���mEEo aRI TIM J.LMBARTH No.C86675 DATE SCALE: 1"=20' 12 ®EXISTING VIDEO DETECTION CAMERA AND MOUNTING COMPLETE. SIC TRAFFIC.INC THESE PLANS MARK REVISIONS APPR. DATE APPROPRIATE COVNDBTIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS EEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: SEAL gOFESS/p �T 5865 AVENIDA ENCINAS,SUITE 142 B,CARLSBAD,CA 92008 CITY OF LAKE ELSINORE SHEET 6 �o �J• '�( COG PHONE: 760-602-4290 AND HAVE BEEN FOUND ACCEPTABLE F N I OQy4 WWW.STCTRAFFIC.COM HSIP CYCLE 8 2 �01(/"` 9-18-2020 08/07/2020 s NO.86675 Da SCALE: BENCH MARK: TRAFFIC SIGNAL IMPROVEMENTS °F SHEETS ER MON HABIB,RCE No.83156 DATE CHRISTIAN J.LAMBARTH,RCE No.86675 DATE * * 1"=20' LINCOLN STREET FILE No. CITY ENGINEER ff�jf FIc`Fo&�`� AT MACHADO STREET £ CITY OF LAKE ELSINORE DATE: 08/07/20 FF7CTOR ENT * EXISTING PHASE DIAGRAM SLOT z�� y1p4 '..10: / f1 f2 f3 ma LEGEND 212UEXISTING EVP DETECT LeEXISTING CCTV AB(TYP) Da EXISTI SS RADIOIWW VIDEO DETECTION CAMERA VIDEOVIDEO I w pL PROPOSED VIDEO DETECTION ZONE 9 5 VIDEO 05+OLA 06 07 08 I I C a 7 LEFT TURN IS PERMISSIVE WHEN 07P IS ACTIVE C 10 4 ADV 4I6U co SIGNS 11,12,13 4 DIL VIDEO ** 14 4 VIDEO I 15 4 VIDEO �' DO NOT NO 16 7 VIDEO �MVV if7.% O TURNING 17 7 VIDEO ��NIU�f BLOCK TURN vEHICLEs (1z') (11') (10') a' (tn') (1z') (1z') INTERSEC110N ON QTo 18 6ADV 6J2U I ®7 RED 19,21,21 BOIL VIDEO ** I u I R9-3 R10-7 R10-11 R10-15 22 6 VIDEO I ®� "xJ' 15 IX. 2.5"C 23 6 VIDEO PM I EX. 4°C 15 04 w` o EX. WIRELESS RADIO ;f: 4PM-6PM ��24 6 VIDEO 1Vj 27 EX. 17-2-80 POLE ON, 04+0LA� ': QQ c> Nv' > 3"C 15 EX. 2s 1 VIDEO A m _ MON—FRI z r (4) 27 — ONLY ONLY ONLY NO U NRN N - - - -1 26 1 VIDEO m 15 EX. 3 3"C R1 P R 1 1 A R7- A o-20a 6 S C MOD 3 6 C o . ( )( ) ( ) 27 8 ADV 8J7U \ m EX. TYPE 332 CABINET WITH 3 •y� _� u 28.29.30 8 DIL VIDEO ** ATC IX 2070 CONTROLLER — �103 �rf 27 RAILROgp C_ q 31 8 VIDEO EX. 26-4-80 POLE -- -- 08 08 06P POSTED NYON YON ROP'O 06P 'p, ' -_ � �t_'ulT soA/PH ROAD AC T 35MPH CD "x o 06 32 8 VIDEO 185' ---.-.- _ 33 3 VIDEO RA�L- POSTED SPE ---- (4) I EVPC 06 AB LOOPS 05 }... f ------- � 33 3 VIDEO ---- -_-EX. 3-3 C 15 PIPS 2-PED 112U ---- _ IX. LCN CAMERA"---- AMERA" 9q (2) R9-3 PIPS 6-PED I13U /\ .-- X. 2-3"C 15 IL`�c� .... .. --- PIPS 8-PED I13L mr, _ "- LOOPS AB -- N EVPA 2 + 5 J,w TRAFFIC SIGNAL MODIFICATION IMPROVEMENTS --------- � EVPB 4 J13U AT RAILROAD CANYON ROAD AND GRAPE STREET / — ��•- %%\,....� ... ..s::: �Ot .-� �- ifs EVPC , + 6 J,2L _ _ — __ SUMMERH I LL DRIVE REMOVED FROM PROJECT. 05�-�- ---- fJ��� �� ' 01 11 - 1141.1 i1 )06 -- .: - -- AB LOOPS 13 FLASH SENSE EVPA r ~I * ASJ NECESSARY OTO ACHIEVE OPERATION.ON CARDS / 2A _ 0 05 .." ___-_ s, 7 i - - - _ _ _ --___ i 18 06 ** DILEMMA ZONE DETECTOR TRIP LINES SHALL BE f2 ' _ _ - - _ - DETERMINED PER DETAIL "C", SHEET 2 AND DURING �i INSTALLATION OF CAMERAS WITH MANUFACTURER _ J REPRESENTATIVE PRESENT TO ASSIST. �r1=:`•'�"1gt"' S i< ---- 04/07 02 ---- f2 --------- `- \ — 2P J- - 02P 08P i 02 -- '- (z) y 27 EX. 26 4 80 POLE _--- \ 02 / 4+OLA EX. 3°C 15 1 �I 04 n 04/0 2. �4 v' � d EX. 3°C 15 'r i� .t:.. <'tv rw :."'!:�. 08 15 EX. 2"C \ o �8: 08 /�/ R10-11 R10-2OaP :3a W GENERAL NOTE Z y 13 i a ag/w IX. 29-5-129 POLE 27 f3 03 �I 1. DLC IN CONDUITS FOR ABANDONED LOOPS SHALL REMAIN FOR FUTURE USE. EX. R61-15(CA)(MOD) CONSTRUCTION NOTES: R10-115 �Lz: P 33' 3❑ CONTRACTOR SHALL COMPLETE THE FOLLOWING WORK IN TRAFFIC SIGNAL CABINET: w a. RECONFIGURE DETECTION AS SHOWN ON PLAN. FURNISH AND INS _ 1 0 03 03 DETECTION CARDS AS NECESSARY TO ACHIEVE OPERATION. (16) Y b. FURNISH AND INSTALL ITERIS VANTAGE NEXT VIDEO DETECT WITH (12) (4' H DETECTION SYSTEMEXTENDERS PER MANUFACTURERS ATIBLEVWITH NB-15 OFF-RAMP (1�) (12.) EXISTING TRAFFIC SIGNAL CONTROLLER TYPE. (17') / (79)c. FURNISH AND INSTALL APS CONTROL UNIT. 13 FURNISH AND INSTALL ITERIS VANTAGE BRID DETECTION SENSOR AND MOUNTING PER MANUFACTURER'S SPECIE LOCATION OF SENSOR SHALL BE DETERMINED IN THE FIELD BY T TRAFFIC ENGINEER AND INSPECTOR. tn CAMERA LOCATIONS SHOWN ON ANS ARE TO ILLUSTRATE DESIGN INTENNT ONLY AND ARE SUBJECT TO r 15 FURNISH AND INSTALL CABLE IN EXISTING CONDUIT. 27 ®EXISTING P BLY. FURNISH AND INSTALL NEW APS PPB ASSEMBLY. 08 i273 r c; Q N 08 � 20 10 0 20 40 60 E SCALE: 1"=20' MARK REVISIONS APPR. DATE THESE PLANS APPROPRIATE CONDE BEEN REVIEWED FOR COMPLIANCE WITH THE ITIONSPREPARED BY: SEAL IITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE QgOFESS/pp O 5873 AVEwDA ENcONE:SUITE760 602 CARLSBAD,CA e2008 CITY OF LAKE ELSINORE SHEET 7 1 CANYON HILLS ROAD AT LOST ROAD IMPROVEMENTS RH-COLE 4-06-2022 CJL 04/01/2022 Q`"�P U' (��� FF�G PHONE: COM90 ad— TRAFFIC SIGNAL IMPROVEMENTS 1Z } 9-18-2020 1 012 112 0 2 0 s NO.86675 � SCALE. BENCH MARK: OF SHEETS MON HABIB,RICE No.83156 DATE * * RAILROAD CANYON ROAD CHRISTIAN J.LAMBARTH,RCE No.86675 DATE Jf C1V1` �\� 1"=20' FILE No. CITYENGINEER �jfOF CAUFO& AT SUMMERHILL DR/GRAPE ST CITY OF LAKE ELSINORE DATE: 08/07/20 FF7CTORASSIGNMIIGNMENT SLOT LOST ROAD POSTED SPEED LIMIT 25M'H VIDEO - 7 VIDEO ** VIDEO - VIDEO 'q I (_\� '� .- t,1 -IILLg4ROAD VIDEO (14') (12') (,4') C gpEED LIMIT VIDEO 07 p05TED CANYON HILLS ROAD 9 5 VIDEO POSTED SPEED LIMIT 45MPH 0,i \ 4' 10,11,12 4 DIL VIDEO ** 04 .'? \ R, - . .+_? - X. 3"RMC 15 :::.�. R73-3(CA) ..�lA� 150' - - 9 13 4 VIDEO 150' .: �n ' '-_R 4 "':'<:�';. .?.1,5!f 15 X. 1.5"RMC 14 7 VIDEO - 27 �, ..:..,. 13 27 15 7 VIDEO — — R/W— — — — — •i► .�„ EX. 1.5"RMC 6 13: _- 27 — _ 27 m6P Y �� 16 6 ADV VIDEO " SP 17,18.19 6 DIL VIDEO ** i- L m6 I �i - ii 0 06P�i�. -- - / 03 03* 08. 1 m8 z 20 6 BIKE ADE0 �• - I L\>m6 - -'v LOOPS AB ,k B' LOOPS AB ms`j 20'> ms / (6) : ms " 21 6 VIDEO T� 22 6 VIDEO '$' x 11 L IPS AB 06 11 '-'F- 13 16;06 14 23 1 VIDEO r- 06 I 22>7% r 24 1 V1DE0 ti"�w'' (12 ) o R73-2 CA �F<EVPC 25 8 ADV VIDEO g .; y.- ' I ,�_ (4 9 �y >mi 10 kk r Ma.l I M I I.,,. .,:..:.: To /11 .. 26,27,28 8 DIL VIDEO �C - 01 I I .,23.. 01- (� 1� 0— MITSLIN` I' L 285 TO •7::::::?t.t:;t,:.::.. 11' 05 <8?'t i �I 051:y;'id:??`Fi't::j."j9nr.;:..::.::::::.Sii;>;r: --- (4') Li I 29 8 VIDEO LIMIT LINE ( I 05�_��:,:�::: (4 ) 30 8 VIDEO � 0 (11') 02 ":>i:r:;jrF7c'zY'=ii> EVPA:-li `EX. R73-2(CA 12' 31 3 VIDEO AB LOOP (2) 02, _J rk 32 3 VIDEO .: >` EX. 3"RMC 15 �' 13 ( ; 02 11' 02 PPB 2-PED I12U _ AB LOOPS PPB 4-PED 1121- 8 02 (6) ' ram. LOOPS AB �RIw PPB 6-PED I13U / -'s- 02_ `_>01 02� PPB 8-PED 1131- RAW r'L2P 071 ! 02P 27 EVPA 2 + 5 J12U 27I` 08P .! — -���� >• 15 E 15 X. 1.5"RM X. 3"RMC•• .'• ): +' C EVPB 4+ 7 J13U19 r 04 04 •` ''�: EVPC 1 + 6 J12L _ 27 EVPD 3 + 8 J13L FLASH SENSE - 1 I14U --- iC-•� '``' „``" 08 15 EX. 2-3"RMC EX. 1.5"RMC 15 ` �08 08 - * ADJUST DETECTION ZONES AND DETECTION CARDS -, EX. TYPE III-CF SERVICE ENCLOSURE �i AS NECESSARY TO ACHIEVE OPERATION. _,`.'..,, 13 y >I ** DILEMMA ZONE DETECTOR TRIP LINES SHALL BE •wA� 4 DETERMINED PER DETAIL "C", SHEET 2 AND DURING �..03 of INSTALLATION OF CAMERAS WITH MANUFACTURER ., EX. R73-3(CA) r r 15 EX. 2-3"RMC REPRESENTATIVE PRESENT TO ASSIST. > I I 3 o I EXISTING PHASE DIAGRAM \ 05 m1 mz m3 m4 I 05 �^ SIGNS (6') 21') (12' (13-) (12') 80, E. m5 m6 m7 m8 R73-2(CA) R73-3(CA) N J 5` 5 it GENERAL NOTE 08 08 1. DLC IN CONDUITS FOR ABANDONED LOOPS SHALL REMAIN FOR FUTURE USE. w CONSTRUCTION NOTES: ❑3 CONTRACTOR SHALL COMPLETE THE FOLLOWING WORK IN TRAFFIC SIGNAL CABINET: I- a. RECONFIGURE DETECTION AS SHOWN ON PLAN. FURNISH AND INSTALL NEW DETECTION CARDS AS NECESSARY TO ACHIEVE OPERATION. zp b. FURNISH AND INSTALL ITERIS VANTAGE NEXT VIDEO DETECTION SYSTEM WITH o SURGE PANELS AND EXTENDERS PER MANUFACTURERS SPECIFICATIONS. VIDEO DETECTION SYSTEM HARDWARE CONFIGURATION SHALL BE COMPATIBLE WITH EXISTING TRAFFIC SIGNAL CONTROLLER TYPE. LOOPS AB c. FURNISH AND INSTALL APS CONTROL UNIT. I - i 13 FURNISH AND INSTALL ITERIS VANTAGE VECTOR HYBRID DETECTION SENSOR AND MOUNTING PER MANUFACTURER'S SPECIFICATIONS. LOCATION OF SENSOR SHALL BE DETERMINED IN THE FIELD BY THE CITY'S TRAFFIC ENGINEER AND INSPECTOR. I I 3 CAMERA LOCATIONS SHOWN ON THESE PLANS ARE TO ILLUSTRATE DESIGN INTENT �- a ONLY AND ARE SUBJECT TO ADJUSTMENT. 15 FURNISH AND INSTALL NEW CATSe CABLE IN EXISTING CONDUIT. Q°oFFss;p� AS BUILT LOST ROAD ° "PP IRS]EXISTING PPB ASSEMBLY. FURNISH AND INSTALL NEW APS PPB ASSEMBLY. POSTED SPEED LIMIT 40WH BY: 20 10 0 20 40 60 ROVED 27 W �xoessr. ,. E + * x/u/z '�7Cf CAUfO� CHRISTIM J.I-MBARTH No.C86675 DATE SCALE: 1"=20' STC TRAFFIC,INC MARK REVISIONS APPR. DATE THESE PLANS APPROPRIATE CONDE BEEN REVIEWED FOR COMPLIANCE WITH THE ITIONSPREPARED BY: SEAL IITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE QgOFESS/ppIt, 5873 AvewDA ENcONE:SUITE 602 CARLSBAD,CA e2OO8CITY OF LAKE ELSINORE SHEET 7A CANYON HILLS ROAD AT LOST ROAD IMPROVEMENTS RH-COLE 4-06-2022 CJL 04/01/2022 Q`"�P �' �� PHONE: COM90 ad— TRAFFIC SIGNAL IMPROVEMENTS 12} 9-18-2020 0410112022 s NO.86675 � SCALE. BENCH MARK: OF SHEETS MON HABIB,RCE No.83156 DATE * * CANYON HILLS RD CHRISTIAN J.LAMBARTH,RCE No.86675 DATE X, C1V1` �\� 1"=20' FILE No. CITY ENGINEER �jfOF CAUFO& AT LOST RD CITY OF LAKE ELSINORE DATE: 08/07/20 DETECTOR ASSIGNMENT * EXISTING PHASE DIAGRAM DETECTOR PHASE SLOT m1 m2 03 04+01- LEGEND 1 2 ADV 212U --- ** CANYON HILLS >- EXISTING EVP DETECTOR 2,3,4 2 DIL VIDEO MARKETPLACE 1� PROPOSED VIDEO DETECTION CAMERA 5 2 VIDEO 6 2 BIKE VIDEO —► PROPOSED VIDEO DETECTION ZONE NOT NOT # PROPOSED GTT OPTICOM RADIO/GPS UNIT 7 2 VIDEO O USED USED 8 2 VIDEO m5 m6 m7 m8 (13') (13') (T) (14') (12') 9 2 VIDEO EXISTING 19-3-80 POLE 10 5 VIDEO (2) SIGNS 11 5 VIDEO EXISTING 29-5-80 POLE 15 EX. 3"C 12 8 VIDEO RAILROAD CANYON ROAD (2) b8 ba 15 EX. 3"C 13 8 VIDEO POSTED SPEED LIMIT 5OMPH EX. 3"C 14 6 ADV 6J2U 270' .`. : , \i u m4P 15 EX. 3"C 160' ONLY 15,16,17 2 DIL VIDEO ** n �, P 18 6 VIDEO 1 3 i ------m4 14\I I°04 ✓r R61-5(CA) R73-2(CA) 19 6 BIKE VIDEO /W 03P 04', - b5-- /- - - -� - : - - - ---- 20 6 VIDEO 5 b6 �..::a : .c.:r b6 -------------- - -- EVPB 13 v _.... AD CANYON 21 6 VIDEO (6') i -'---- 06 ______-__ POSTEDROAD 7, 16 6 EEO LIMIT 22 6 VIDEO (12,) (4) Tim AB LOOPS "" 23 1 VIDEO EX. 2-3°C 1 16 I i 06 13 (12') /W- 24 1 VIDEO --- 25 4 ADV 4I6U \ ..•">a�^"si:I;;:».: --- ----- IX. 2.5°C 15 06 -- 26,27.28 4 DIL VIDEO ** EVPC LOOPS AB -- 29 4 BIKE VIDEO 390' FROM (12') R73-2(CA) :::::>y; --------- LIMIT LINE i ....:r;�':::iuk;k�ii�'b6 ) ---- 6 30 4 VIDEO (4') — ----- (12' I ;16':m I I 31 7 VIDEO (10') m5;S)¢;: \ � :..: ;;;:;:::�:...: k`i:Siii�`:. 101 ...;:a:;J}r:<::::::.,;::....::• 01 32 7 VIDEO ..,::e;;..:Y<. J i14:; m6 R73-2(CA)—r—0+-5.; PPB 2-PED 112U AB(TYP) .•:-�m2�:�>'':�i>�:•... 'I (49 — AB(TYP) EVPA 15 I 15 EX. 2.5'•C (12') PPB 4-PED L12L PPB 6-PED 113U 02 :x'".;j.\ ( ) bz a:?:t;?,''•" AB LOOPS yg ----420'FRpM BACK 02 i (12') �x-WALK PPB 8-PED I13L - -- EVPA 2 + 5 J12U 02 Eg (12') 02 ji`}'rk?`t;'.'rtr::::.;;;. ---- (12') EVPB 4+ 7 J13U _ \ (6) 13 i IC - b2 --- EVPC 1 + 6 J12L - b2+;LA -_1- --- - -- (10') O02 iii:i'a5: T.;;:;+ 15 EX. 2.5"C -v --(6 )------ --- EVPD 3 + 8 J13L "'' "' 01 - L pH FLASH SENSE - 114U - R61-5(CA) / m "� m2+OLA '�' EVPA r * ADJUST DETECTION ZONES AND DETECTION CARDS -R/ b 13 03 i` AS NECESSARY TO ACHIEVE OPERATION. — — - m ** DILEMMA ZONE DETECTOR TRIP LINES SHALL BE 03 03" DETERMINED PER DETAIL "C", SHEET 2 AND DURING 03 L; L; INSTALLATION OF CAMERAS WITH MANUFACTURER `' GAP 29 r0` EXISTING 29-5-80 POLE REPRESENTATIVE PRESENT TO ASSIST. EXISTING 26-4-BO POLES 04 04 U) J a aw I rs' (n 1')') (1z') (zo') (1 (1b4z') (n') (a') GENERAL NOTE zO 3 1. DLC IN CONDUITS FOR ABANDONED LOOPS SHALL REMAIN FOR FUTURE USE. Q CONSTRUCTION NOTES: C) ba ba � I i 1� RS EXISTING 170E CONTROLLER. FURNISH AND INSTALL 2070LX CONTROLLER WITH I EX SOFTWARE IN EXISTING 333JP CABINET. I I 3 CONTRACTOR SHALL COMPLETE THE FOLLOWING WORK IN TRAFFIC SIGNAL CABINET: D. RECONFIGURE DETECTION AS SHOWN ON PLAN. FURNISH AND INSTALL NEW I - DETECTION CARDS AS NECESSARY TO ACHIEVE OPERATION. b. FURNISH AND INSTALL ITERIS VANTAGE NEXT VIDEO DETECTION SYSTEM WITH SURGE PANELS AND EXTENDERS PER MANUFACTURERS SPECIFICATIONS. VIDEO I wi DETECTION SYSTEM HARDWARE CONFIGURATION SHALL BE COMPATIBLE WITH EXISTING TRAFFIC SIGNAL CONTROLLER TYPE. i c. FURNISH AND INSTALL GTT OPTIOOM MODEL 764 MULTIMODE PHASE SELECTOR w' WITH ETHERNET CAPABILITY. d. FURNISH AND INSTALL GTT OPTICOM RADIO/GPS UNIT. AB(TYP)�7 13 FURNISH AND INSTALL ITERIS VANTAGE VECTOR HYBRID DETECTION SENSOR ANDQ MOUNTING PER MANUFACTURER'S SPECIFICATIONS. LOCATION OF SENSOR SHALL BE DETERMINED IN THE FIELD BY THE CITY'S TRAFFIC ENGINEER AND INSPECTOR. CAMERA LOCATIONS SHOWN ON THESE PLANS ARE TO ILLUSTRATE DESIGN INTENT ONLY AND ARE SUBJECT TO ADJUSTMENT. s 14 ® EXISTING COAX AND POWER CABLE. FURNISH AND INSTALL NEW CATS CABLE. I b4 I 04 I a 15 FURNISH AND INSTALL NEW CAT5 CABLE IN EXISTING CONDUIT. 16 AS BUILT FURNISH AND INSTALL GTT OPTICOM POLE MOUNTED RADIO/GPS UNIT COMPLETE �0 ." z (INCLUDING GPS RADIO MOUNTING HARDWARE AND CABLE). UNIT SHALL BE = APPROVED BY: 20 10 0 20 40 60 iNSTALLED PRE MANUFACTURERS SPECIFICATICNIS. W \� a 26 FURNISH AND INSTALL 3 SECTION HEAD. USE EXISTING TENON FOR MOUNTING. * * 2/u/z ���'Of CAUfpPC TRAM J.LANBARiN No.C86675 DALE SCALE: 1"=20' STC 7R STC AMC,INC THESE PLANS MARK REVISIONS APPR. DATE APPROPRIATE COVNDBTIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS EEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: SEAL gOFESS/p �T 5865 AVENIDA ENCINAS,SUITE 142 B,CARLSBAD,CA 92008 CITY OF LAKE ELSINORE SHEET $ �p J, '�( COG PHONE: 760-602-4290 AND HAVE BEEN FOUND ACCEPTABLE F N Q P (y ty OQy4 WWWSTCTRAFFIC.COM HSIP CYCLE 8 2 O� ad- NO.86675 >� SCALE: BENCH MARK: TRAFFIC SIGNAL IMPROVEMENTS GF SHEETS 9DATE 20 09/o7/zozo * * RAILROAD CANYON ROAD z REM N HD ABIB,RCE No.83156 DATE CHRISTIAN J.LAMBARTH,RCE No.86675 DATE ,!} CIV1\- ��°' 1"=20' FILE No. CITYENGINEER �jfOF CAUF�& AT CANYON HILLS ROAD £ CITY OF LAKE ELSINORE DATE: 08/07/20 DETECTOR ASSIGNMENT * EXISTING PHASE DIAGRAM DETECTOR PHASE SLOT 01 02 03 04 LEGEND 1 2ADV VIDEO mq >- EXISTING EVP DETECTOR 2 2ADV VIDEO USED I 2 mq / T-11 EXISTING VIDEO DETECTION CAMERA 3 2ADV VIDEO o a PROPOSED VIDEO DETECTION CAMERA 4,5,6 2DIL VIDEO 7 2 VIDEO O USED � � El PROPOSED VIDEO DETECTION ZONE 8 2 VIDEO (V # PROPOSED GTT OPTICOM RAD10/GPS UNIT 05 06 07 08 9 2 VIDEO r 10 5 VIDEO p SIGNS 11 5 VIDEO / _ �Q NQT LEFT TURN 12 4ADV VIDEO / 04 USE BLOCK YIELD 13 4ADV VIDEO •"9: (a) 125' INTERSECTION ON GREEN 14,15.16 4DIL VIDEO ** U (12') " l CROSSWALK 0 o (16') EX. 2-3"C 1416 17 4 VIDEO �0 a (1?') R3-4 R9-3 R9-3bP R10-7 R10-12 18 4 VIDEO J 04 , 3 EX. 332 CABINET WITH ATC EX 19 4 VIDEO Q x 2070 CONTROLLER IX. 2 C 14 a 27 EX. 24-4-70 POLE 20 4 VIDEO �(4) 21 6ADV VIDEO SPL1 mq '•IX. 2-3"C 1416 VEHICLES L�MO M-6PM BLOCKING mq '"'�' / INTERSECTION " 10 12..' ARE SUBJECT 22 6ADV VIDEO EX. 26-4-70 POLE 27 04 'I R3-4TO FINE 23,24.25 6DIL VIDEO ** EX. 2°C 14 27 <'; >» ' N—FRI NO U TURN 26 6 VIDEO :'.08 ' EVP s r' _ (2)14 EX. 3.5"C R10-2OaP R73-2(CA) R73-6(CA) SPL1 27 6 VIDEO DIAMOND DRIVE `� '_ 08 0 28 1 VIDEO POSTED SPEED LIMIT 35MPH 1213 4P �� 27 185' FROM BACK — X-WALK 29 1 VIDEO - 108�2/W — — _ _ --___ — — — — —R/W OF — 30 BADV VIDEO 66P --------- 06P�I L ; - T� 31 8ADV VIDEO 32,33,34 8DIL VIDEO ** 01') 06 - - 2206 35 8 VIDEO :--- - - 36 8 VIDEO (11') r- L 06 ---_- `` 4)'»'`'' 06 (12') - - t4: 06 37 8 VIDEO K EVPC 38 8 VIDEO (10') R73-6(CA) --_- 01 R10-20aP .;:• -- - :� r2G'r`Yp;;iii;:;.:::::. 25: 01 PPB 2-PED 112U (10') L-; 11 . 1213�x» 4-PED (2' 01 't %26a:rii;?;;:::.:.:. ... '>?;: 01 �25{: 01 (11') 12 14 PPB L12L / :::::::::�: 15 16 PPB 6-PED 113U (10') 05 '10;;` 05G: ;';;;> ;ijj.:.;......<..,;;:.,,:.�.. . o ,�Y_ --___ ... ......:....:.,.............:.:.:. 05 (4 ppg 8-PED 113E c-1213 02 - __=_-- R73-2(CA)n (10') 02 EVPA/> (12') EVPA 2 + 5 J12U EVPB 4+ 7 J13U j 02 -- .... ---` EVPC 1 + 6 J12L -- (10') 02 " - I 14 EX. 3"C EVPD 3 + 8 J13L 02 ' \ - (12 ) I (12) FLASH SENSE - I14U _ _ �l * ADJUST DETECTION ZONES AND DETECTION CARDS y c 01 __ J AS NECESSARY TO ACHIEVE OPERATION. /W -' _ 2P ** DILEMMA ZONE DETECTOR TRIP LINES SHALL BE 165' FROM BA I 04���,0 — — — — - DETERMINED PER DETAIL "C", SHEET 2 AND DURING X-WAI SPL-1 02P 1213 - 27 EX. 24-4-70 POLE INSTALLATION OF CAMERAS WITH MANUFACTURER -' REPRESENTATIVE PRESENT TO ASSIST. 27 4 04 04 - R10-7 IX. PPB POST 27 14 EX. 2"C ^ a EVPB �� a , 27 - I iR10-12 J= 08 mi R3 4 ggr JI m8 08 u� mI IX. 26-4-70 POLE 14 EX 2 C , / Q 0 a CONSTRUCTION NOTES: %(,2,) /m8 ❑3 CONTRACTOR SHALL COMPLETE THE FOLLOWING WORK IN TRAFFIC SIGNAL CABINET: a. RECONFIGURE DETECTION AS SHOWN ON PLAN. FURNISH AND INSTALL NEW - DETECTION CARDS AS NECESSARY TO ACHIEVE OPERATION. 95 b. FURNISH AND INSTALL ITERIS VANTAGE NEXT VIDEO DETECTION SYSTEM WITH ;3q.• / - SURGE PANELS AND EXTENDERS PER MANUFACTURERS SPECIFICATIONS. VIDEO DETECTION SYSTEM HARDWARE CONFIGURATION SHALL BE COMPATIBLE WITH wI EXISTING TRAFFIC SIGNAL CONTROLLER TYPE. C. FURNISH AND INSTALL GTT OPTICOM MODEL 764 MULTIMODE PHASE SELECTOR o WITH ETHERNET CAPABILITY. d. FURNISH AND INSTALL GTT OPTICOM RADIO/GPS UNIT. i e. FURNISH AND INSTALL APS CONTROL UNIT. 12 ®EXISTING VIDEO DETECTION CAMERA AND MOUNTING COMPLETE. ,gyp 13 FURNISH AND INSTALL ITERIS VANTAGE VECTOR HYBRID DETECTION SENSOR AND MOUNTING PER MANUFACTURER'S SPECIFICATIONS. LOCATION OF SENSOR SHALL BE DETERMINED IN THE FIELD BY THE CITY'S TRAFFIC ENGINEER AND INSPECTOR. / s P CAMERA LOCATIONS SHOWN ON THESE PLANS ARE TO ILLUSTRATE DESIGN INTENT 3 ONLY AND ARE SUBJECT TO ADJUSTMENT. '< d 14 ® EXISTING COAX AND POWER CABLE. FURNISH AND INSTALL NEW CATS CABLE. //.Zj` /' oQaoFFssip� AS BUILT 16 FURNISH AND INSTALL GTT OPTICOM POLE MOUNTED RADIO i GPS UNIT COMPLETE l ' Qj - Ip,esF�s APPROVED BY: 20 10 0 20 40 60 jINCLU)ING GPS RADIO MOUNTING HARDWARE AND CABLE). UNIT SHALL BE a NSTALLED PRE MANUFACTURERS SPECIFICATIONS. ' W °� '� /23/2 � * 2 27 ®EXISTING PPB ASSEMBLY. FURNISH AND INSTALL NEW APS PPB ASSEMBLY. / qua c�T�^ooc CHRISTIM J.LAYBARTH No.C86675 DATE SCALE: 1"=20' STC TRAFFIC,INC I THESE PLANS MARK REVISIONS APPR. DATE APPROPRBEEN REVIEWED FOR COMPLIANCE WITH THE IATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS PREPARED BY: SEAL gOFESS/ AND HAVE BEEN FOUND ACCEPTABLE p � 5865 AVENIDA ENCINAS,SUITE 142 B,CARLSBAD,CA 92008 CITY OF LAKE ELSINORE SHEET 9 �p T '�( COG PHONE: 760-602-4290 F N Q P (y�y OQy4 WWW.STCTRAFFIC.COM HSIP CYCLE 8 12 NO. '� SCALE: BENCH MARK: TRAFFIC SIGNAL IMPROVEMENTS ° 9-18-2020 F SHEETS os/o7/zozo * * DIAMOND DRIVE 5 REMON HABIB,RCE No.83156 DATE CHRISTIAN J.LAMBARTH,RCE No.86675 DATE J f C1V1` �\� 1"=20' FILE No. CITYENGINEER , C C1\1 AT AUTO CENTER DR/CASINO DR E CITY OF LAKE ELSINORE DATE: 08/07/20 *CONDUCTOR SCHEDULE EXISTING PHASE DIAGRAM LEGEND ORPOLE CONDUIT RUNS 01+OLA 02 03 04 }- EXISTING EVP DETECTOR CABLE SIZE CIRCUIT Q7 Q Q Q Q Q Q Q Qg 12 CSC PoLE A 01,02,06,06P,04PPB 1 1 1 1 1 1 1 1 O --- i I ' L> EXISTING VIDEO DETECTION CAMERA POLE B 03,04,04P,06PP6 1 1 1 D� EXISTING WIRELESS RADIO POLE C 03,05,08,080LA,08P,06PPB 1 1 1 1 1 ►—► 13?. 12' s� WOa PROPOSED VIDEO DETECTION CAMERA 1 02 02 x T PROPOSED VIDEO DETECTION ZONE POLE D 05,06,06P,08PPB POLE E 02,02P,08PPB 1 1 1 +x # PROPOSED GTT OPTICOM RADIO/GPS UNIT 1 1 1 y POLE F 07,080LA,08P,02PPB 1 1 1 05 06 07 08 S I 1 1 1 POLE G 04,07,04P,02PPB 1 1 1 1 1 1 SIGNS 3 CSC POLE H 01,02,02P,04PPB 1 1 1 1 1 1 1 1 0 TOTAL 12 CSC/3 CSC 1 1 2 2 3 3 8 8 4 4 1 1 1 1 2 2 1 1 LL I d :i 012 IISNS 2 2 2 2 4 2 _> z 010 SIGNAL COMMON 1 1 1 1 1 1 1 1 1 � p 19, 12' 12' 12' 19' 010 SAFETY LIGHTING 2 2 2 2 4 2 0 �. I I NO - TURN 1r6 SIGNAL POWER 2 2 2 L.L) 07 R3-4 R73-2(CA) R73-6(CA) EVP DETECTORS(MODEL 138 CABLE) 1 1 3 4 1 1 O `vy CATS CABLE(VIDEO DETECTION) 1 1 2 4 2 1 1 � 0 04 04 12 EVPA DETECTOR ASSIGNMENT Ll_I N " C 27 EX. 26-4-80 POLE CATS CABLE(WIRELESS RADIO) 2 3 1 1 ':i:; '� � :'.24 DETECTOR PHASE SLOT CATS CABLE CCTV CAMERA 1 1 04 "" ;18:;:: 1 IX•�;FmazssRADI 1 2ADV VIDEO ( ) J 27 B ^ 17; 3 CATS CABLE(GPS RADIO) 1 1 1 1 Jwt. _ -- 3 IX. 332 CABINET WITH 2 2ADV VIDEO PULLROPE 1 1 1 2 1 1 1 1 1 '` U 4 ATC EX 2070 CONTROLLER EVPD�y O5; D 27 3 2ADV VIDEO EX. 29-5-100 POLE 27 A 0 a- ��i '�' CONDUIT SIZE YC YC 4"C -4" 3"C 2"C 2"C 3"C 2"C 06P' 03 '� IX. CCTV i1` EX. CONDUIT AND INTERCONNECT 03 2 '' 08 0+OLA 21 175' FROM BACK 4,5,6 2DIL VIDEO ** �77 CAMERA 12PR#19 TO SIGNAL CONTROLLER OF X-WALK CONDUIT FILL(%) 15 20 19 24 41 33 19 20 19 Pr 6P AT CASINO DR. AND DIAMOND DR. 7 2 VIDEO <'is ' R73-2(CA) a — — — — R/W- _ *ALL CONDUIT AND CONDUCTORS ARE EXISTING UNLESS OTHERWISE NOTED: -1 �> 1 �_ ,� - - - - 8 2 VIDEO (•)=NEW �O�FL\V y - 02� � 1213 � 05/>� 08 CONSTRUCTION NOTES: \P�d� 1t 9 2 VIDEO ��v / i >;?::i'<�"'EVPC 06 :�::.' 10 5 VIDEO ❑2 EXISTING 120/240 TYPE III-CF SERVICE ENCLOSURE WITH 120 VOLT 50 AM' 'O � / �--� _ / METERED SIGNNAAL CIRCUIT, 120 VOLT 15 AMP IISNS CIRCUIT, AND SEPARATELY �_ L, 06 - ,. 11 5 VIDEO METERED 120 VOLT 30 AMP LIGHTING CIRCUIT TO REMAIN. - - 27;>>;»"'"" 06 (11') 06 �2k 12 4ADV VIDEO ❑3 CONTRACTOR SHALL COMPLETE THE FOLLOWING WORK IN TRAFFIC SIGNAL CABINET: �i- 1213 / 13 4ADV VIDEO 5 ;<s;ir29?):i ;;;?;; 01 '28' 01 a. RECONFIGURE DETECTION AS SHOWN ON PLAN. FURNISH AND INSTALL NEW U�R73-g(CA) (10) 14.15,16 4DIL VIDEO ** DETECTION CARDS AS NECESSARY TO ACHIEVE OPERATION. i - - b. FURNISH AND INSTALL ITERIS VANTAGE NEXT VIDEO DETECTION SYSTEM WITH '�> - >� SURGE PANELS AND EXTENDERS PER MANUFACTURERS SPECIFICATIONS. VIDEO '.S - - ':;;;29;>"?`�""�<= 01 j28;; 01 (10') © 17 4 VIDEO DETECTION SYSTEM HARDWARE CONFIGURATION SHALL COMPATIBLE WITH 01 EXISTING TRAFFIC SIGNAL CONTROLLER TYPE. c. WITTHHIETHERRNDTICCAPABILITY.OPTICOM MODEL 764 MULTIMODE PHASE SELECTOR 10 / :::::::.;r.<^12 -(10,) _ - 19 7 VIDEO d. FURNISH AND INSTALL GTT OPTIOOM RADIO/GPS UNIT. _ _ _ e. FURNISH AND INSTALL APS CONTROL UNIT. - - - 20 7 VIDEO i 12 RS EXISTING VIDEO DETECTION CAMERA AND MOUNTING COMPLETE. _ 02 ❑❑ _ (10') 21 6ADV VIDEO 13 FURNISH AND INSTALL ITERIS VANTAGE VECTOR HYBRID DETECTION SENSOR AND - - - - ❑ �5 :.: - / 22 6ADV VIDEO MOUNTING PER MANUFACTURER'S SPECIFICATIONS. LOCATION OF SENSOR SHALL BE "����� _ - �/ DETERMINED IN THE FIELD BY THE CITY'S TRAFFIC ENGINEER AND INSPECTOR. / �� •''11.`'" - 13 R3-4 (10) 23,24,25 6DIL VIDEO ** CAMERA LOCATIONS SHOWN ON THESE PLANS ARE TO ILLUSTRATE DESIGN INTENT ONLY AND ARE SUBJECT TO ADJUSTMENT. / :?,'•< .!i 16 -FURNISH AND INSTALL GTT OPTICOM POLE MOUNTED RADIO/GPS UNIT COMPLETE 05 y,, _ 16 � (12') 26 6 VIDEO (INCLUDING GPS RADIO MOUNTING HARDWARE AND CABLE). UNIT SHALL BE 14' ;i - ---- --- - 27 6 VIDEO `NSTALLED PRE MANUFACTURERS SPECIFICATIONS. 02 - 21 28 1 VIDEO 21 ®EXISTING 8"VEHICLE HEAD. FURNISH AND INSTALL NEW 3 SECTION VEHICLE / _�02 02P 05 HEAD ON EXISTING MOUNTING. MODIFY MOUNTING AS NECESSARY. IN,/ 11' .: �:?8:s'>'�' — — — — �/W -q -= 29 1 VIDEO r ' 27 ®EXISTING PPB ASSEMBLY. FURNISH AND INSTALL NEW APS PPB ASSEMBLY. 02 07 "1 2 10' 30 BADV VIDEO - 31 8ADV VIDEO GENERAL NOTES: :�` 1213 - OBP E 27 EX. 24-3-80 POLE / 0P 11' 6 -'i---- 33 D VIDEO s* 1. ENTIRE INTERSECTION SHALL BE REWIRED. CABLE AND CONDUIT / - j- 02 �i� ,� 32, ,34 8 IL INFORMATION IS SHOWN FOR QUANTITY TAKE OFF ONLY. IT IS THE . ' i n •s: ii 7 35 8 VIDEO a CONTRACTORS RESPONSIBILITY TO CONFIRM ALL CABLES AND /I CONDUCTORS IN THE FIELD AND REWIRE THE INTERSECTION TO ^ 11 </01 -' `"'" ";� 08 A F 27 36 8 VIDEO o ACHIEVE THE INTENDED OPERATION PER THIS PLAN. / ;- ---- ;ry 07 I .3T' -36.= ..+3D, 15� 02P E •'' 08 37 8 VIDEO � VIDEO - ..::: / 38 3 Q/ 27 H ----J- VIDEO 0 02 �::: - 39;' % 8IX 3. "C 39 g 02 / 9 `' R73-2(CA) 03 / PPB 4-PED L12L EX. 29-5-100 POLE 27 G / / 02 / PPB 6-PED 113U PPB 8-PED 113L EVPA 2 + 5 J12U 0 EVPB 4+ 7 J13U EVPC 1 + 6 J12L EVPD 3 + 8 J13L 08 ~ 08 / �; �.; FLASH SENSE - 114U SCP * ADJUST DETECTION ZONES AND DETECTION .,�31., CARDS AS NECESSARY TO ACHIEVE r 3 t}-7 / OPERATION. QaoTESS/ ** DILEMMA ZONE DETECTOR TRIP LINES °*�7 RS BUILT SHALL BE DETERMINED PER DETAIL"C", SHEET 2 AND DURING INSTALLATION OF CAMERAS 20 10 0 20 40 60 APPROVED BY: Dm.spi/as WITH MANUFACTURER REPRESENTATIVE a * 2/23/202 PRESENT TO ASSIST. l�n,a CAUV° CHRSPAN d I-AMBARTH N.C86675 DATE SCALE: 1"=2D' STC TRAFFIC,INC THESE PLANS MARK REVISIONS APPR. DATE APPROPR ATE COVNDBTIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS EEN REVIEWED FOR COMPLIANCE WITH THEPREPARED BY: SEAL10 gOFESS/ AND HAVE BEEN FOUND ACCEPTABLE p � 5865 AVENIDA ENCINAS,SUITE 142 B,CARLSBAD,CA 92008 CITY OF LAKE ELSINORE SHEET �p J. '�( CG PHONE: 760-602-4290 F N O Q P C9 Ey OQy4 www.sTCTRAFrIc.coM HSIP CYCLE 8 12 f s NO.86675 Da SCALE: BENCH MARK: TRAFFIC SIGNAL IMPROVEMENTS OF SHEETS 9-18-2020 08/07/2020 * * DIAMOND DRIVE z ER MON HABIB,RCE No.83156 DATE CHRISTIAN J.LAMBARTH,RCE No.86675 DATE Jf CIVI` 1"=20' FILE No. E CITY OF LAKEELSINORE �jfOF CAUF6& DATE: 08/07/20 AT LAKESHORE DR n� - - LAK SPEED 1 -- 1920 — � - 16 _ \ € L1M1T LItc —— — — II I � I II I I ALBERHILL RANCH ROAD POSTED SPEED LIMIT 35MPH 3 I JI �I i wI I CONSTRUCTION NOTES: 19®EXISTING W3-3 SIGN AND POST COMPLETE. Qaor¢ssip� AS BUILT 20 FURNISH AND INSTALL CARMANAH LED ENHANCED SIGN(OR CITY APPROVED EQUAL) i ASSEMBLY COMPLETE WITH R247-E SOLAR ENGINE AND 24-HOUR FLASHING CAPABILITY. ,-", Ip,ess�y T APPROVED BY. 40 20 0 40 80 120 LED SIGN SHALL BE W3-3 SIGN. FURNISH AND INSTALL 4"DIAMETER TYPE 1-B POLE o. WITH FOUNDATION PER CALTRANS STANDARD PLAN ES-713 AT A MINIMUM HEIGHT OF 16'. * * 2/23/2 SEE DETAIL 'A"SHEET 2 FOR MORE INFORMATION. i��a�� ooc` CHRI TIN J.uuBARTH No.C86675 DATE SCALE: 1"=40' STC TRAEFlC,INC I THESE PLANS MARK REVISIONS APPR. DATE APPROPR EEN REVIEWED FOR COMPLIANCE WITH THE ATE COV CITY OF LAKE ELSINORE NDBTIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS PREPARED BY: SEAL gOFESSI It, PHONE: 760-602-42905865 AVENIDA ENCINAS,SUITE 142 B,CARLSBAD,cA 92008SHEET'� AND HAVE BEEN FOUND ACCEPTABLE F N Q P (y ty OQy4 www.srcTRAFrIc.coM HSIP CYCLE 8 12 C�� �f.�/ a m TRAFFIC SIGNAL IMPROVEMENTS '//�O� 9-18-2020 08/07/2020 s NO.86675 SCALE. BENCH MARK: OF SHEETS R ME ON HABIB,RCE No.83156 DATE CHRISTIAN J.LAMBARTH,RCE No.86675 DATE *Jf CIVIL �\* 1"=20' LAKE STREET FILE No. CITYENGINEER , C CIL AT ALBERHILL RANCH ROAD £ CITY OF LAKE ELSINORE DATE: 08/07/20 SUMMERHILL DRIVE POSTED SPEED LIMIT 45MPH I I V I I I� S � I lip J, V V 26 r n �x IQ Y \ GRAPE STREET ` N POSTED SPEED LIMIT 45MPH \ \ \ 1920 CONSTRUCTION NOTES: 3 19®EXISTING W3-3 SIGN AND POST COMPLETE. v�p0.pfF5Sj � AS BUILT 20 FURNISH AND INSTALL CARMANAH LED ENHANCED SIGN(OR CITY APPROVED EQUAL) '1 i ASSEMBLY COMPLETE WITH R247-E SOLAR ENGINE AND 4-HOUR FLASHING CAPABILITY. APPROVED BY: 40 20 0 40 80 120 LED SIGN SHALL BE W3-3 SIGN. FURNISH AND INSTALL 4"DIAMETER TYPE 1-B POLE o. WITH FOUNDATION PER CALTRANS STANDARD PLAN ES-7B AT A MINIMUM HEIGHT OF 16'. # * 2/23/202 SEE DETAIL 'A"SHEET 2 FOR MORE INFORMATION. r�n,a swT��` CHRISTIAN d LAMBARTH No.C86675 DATE SCALE: 1"=40' STC TRAFFlC,INC THESE PLANS MARK REVISIONS APPR. DATE APPROPRBEEN REVIEWED FOR COMPLIANCE WITH THE IATE CONDITIONS OF DEVELOPMENT ANDOR CITY AND STATE LAWS PREPARED BY: SEAL CITY OF LAKE ELSINORE SHEET gOFESS/p �T 5865 AVENIDA ENCINAS,SUITE 142 B,CARLSBAD,CA 92008 2 AND HAVE BEEN FOUND ACCEPTABLE �p J. '�( COG PHONE: 760-602-4290 F N r� P (y ty 0 WWWSTCTRAFFIC.COM HSIP CYCLE 8 12 h s-18-2020 os/onzozo SCALE: >m BENCH MARK: TRAFFIC SIGNAL IMPROVEMENTS °F SHEETS � NO.86675 � REMON HABIB,RCE No.83156 DATE CHRISTIAN J.LAMBARTH,RCE No.86675 DATE *Jf C1V1` �\* 1"=20' RAILROAD CANYON ROAD FILE No. CITY ENGINEER �jfOF CAUF�& AT SUMMERHILL DR/GRAPE ST £ CITY OF LAKE ELSINORE DATE: 08/07/20