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957mm_sg2DEPARTMENT OF TRANSPORTATION INDEX OF SHEETS SHEET No. DESCRIPTION 1 TITLE 2 PAVEMENT DELINEATION & SIGN PLAN 3 ELECTRICAL ABBR":MATIONS AWG AMERICAN WIRE GAUGE C/G CURB AND GUTTER MA MAST ARM GENERAL SIGNING AND STRIPING NOTES 1. ALL MATERIAL AND WORK SHALL CONFORM TO THE 2010 EDITION OF CALTRANS STANDARD PLANS AND STANDARD SPECIFICATIONS, COUNTY OF RIVERSIDE STANDARD PLANS EFFECTIVE 12-20-2007, AND THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES 2012.(CA MUTCD 2012). 2. ALL TRAFFIC STRIPES, PAVEMENT MARKINGS, AND SIGNS SHALL BE REFLECTORIZED AND STANDARD SIZE. ALL STRIPING AND MARKING DETAILS SHALL MATCH CALTRANS STANDARD PLANS DETAILS. STENCILS FOR PAVEMENT MARKING SHALL MATCH CALTRANS STANDARD PLANS. 3. THE CONTRACTOR SHALL REMOVE ALL CONFLICTING STRIPES, PAVEMENT MARKINGS, AND RAISED PAVEMENT MARKERS IN ACCORDANCE WITH THE PLANS AND AS DIRECTED BY THE ENGINEER. WORD OR SYMBOL PAVEMENT MARKINGS SHALL BE REMOVED BY SANDBLASTING OR GRINDING A RECTANGULAR AREA COVERING THE WHOLE MARKING. 4. ALL CROSSWALKS SHALL HAVE 10 FEET IN BETWEEN THE 12 -INCH WHITE OR YELLOW STRIPES. 5. ALL DOUBLE YELLOW STRIPES SHALL HAVE 3 -INCH PAINTED BLACK LINE SEPARATING THE YELLOW STRIPES 6. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL TRAFFIC STRIPES, RAISED PAVEMENT MARKERS (RPMs), PAVEMENT MARKINGS, AND SIGNS IN ACCORDANCE WITH THE PLANS AND AS DIRECTED BY THE ENGINEER. 7. ALL PAVEMENT MARKINGS INCLUDING CROSSWALKS, LIMIT LINES, AND STOP BARS SHALL BE APPLIED WITH THERMOPLASTIC MATERIAL. ALL OTHER TRAFFIC STRIPES SHALL BE PAINTED IN TWO COATS. 8. ALL RPMs SHALL BE INSTALLED WITHIN SEVEN WORKING DAYS OF ROADWAY STRIPING. ALL EXISTING RPMs WITHIN THE PROJECT SHALL BE REPLACED IN KIND OR REMOVED IN ACCORDANCE WITH THE PLANS OR AS DIRECTED BY THE ENGINEER. 9. THE CONTRACTOR SHALL INSTALL STANDARD SIZE SIGN PANEL ON 2` SQUARE PERFORATED STEEL TUBE POST WITH TWO PIECE ANCHOR AND SLEEVE, FASTENED WITH 3/8" RIVETS WITH STAINLESS STEEL WASHERS, UNLESS OTHERWISE NOTED. THE EXACT LOCATION OF ALL SIGNS SHALL BE DETERMINED IN THE FIELD BY THE ENGINEER. 10. THE CONTRACTOR SHALL REMOVE SIGNS IN ACCORDANCE WITH THE PLANS AND AS DIRECTED BY THE ENGINEER. THE CONTRACTOR SHALL DELIVER REMOVED SIGNS TO THE COUNTY YARD OR AS DIRECTED BY THE ENGINEER. 11. THE CONTRACTOR SHALL LAYOUT (CAT -TRACK) THE PROPOSED SIGNING, STRIPING, AND PAVEMENT MARKINGS IN ACCORDANCE WITH THE PLANS AND OBTAIN THE ENGINEER'S APPROVAL PRIOR TO ACTUAL INSTALLATION. CITY OF JURUPA VALLEY APPROVED FOR CONFORMANCE WITH APPLICABLE CITY STANDARDS BY: OY -`F. STEPHENSON, P.E. PUBLIC WORKS DIRECTOR/DITY ENGINEER RCE No. 20354 DIG ALERT Don't Dig ... Until You Cali U.S.A. Toll Free REV BY 800-227-2e00 guRIED FOR THE LOCATION CAS � u°FrILm LmEs gON'T DISE�'T / VITAL SERVICES TWO WORKING DAYS BEFORE YOU DIG REVISED 05/01/2013 REVISIONS DESCRIPTION DATE APPRI DATE CLAY STREET AND GENERAL DRIVE TRAFFIC SIGNAL PROJECT PROJECT No. C'3-0090 TO BE SUPPLEMENTED BY CALTRANS STANDARD PLANS DATED 2006 AND COUNTY OF RIVERSIDE ROAD IMPROVEMENT STANDARDS DATED 12-20-2007 0 ORANGEYq"- CORONA COUNTY up 1182 ,i�if] z BANNING HEMET TEMECULA SAN BERNARDINO COUNTY PALM SPRINGS INDIAN WELLS SAN DIEGO COUNTY RIVERSIDE COUNTY COACHELLA ;SALTON SEA IMPERIAL COUNTY BLYTHE STATE OF ARIZONA VICINITY MAP TOWNSHIP 28 RANGE OW SECTION 25 COUNTY ROAD BOOK PAGE No. 15 IS IN INCHES TE GENERAL NOTES 1. ALL MATERIAL AND WORK SHALL CONFORM TO THE 2010 EDITION OF CALTRANS STANDARD PLANS AND STANDARD SPECIFICATIONS, COUNTY OF RIVERSIDE STANDARD PLANS EFFECTIVE 12-20-2007, AND THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES 2012 (CA MUTCD 2012). 2. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT, (800) 227-26009 AND ALL CONCERNED UTILITY COMPANIES AT LEAST TWO WORKING DAYS IN ADVANCE OF EXCAVATION. LOCATIONS OF ALL UNDERGROUND UTILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS AND VERIFY ALL CONDITIONS ON THE JOB SITE PRIOR TO COMMENCING WORK. THE CONTRACTOR IS FULLY RESPONSIBLE FOR ALL DAMAGES OCCURRED DUE TO FAILURE TO LOCATE AND PRESERVE ALL UNDERGROUND UTILITIES. HAND DIG AS NEEDED OR AS DIRECTED BY ENGINEER UNTIL CLEAR OF OBSTRUCTIONS. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY CLEAN UP ON COUNTY RIGHT-OF-WAY AFFECTED BY CONTRACTOR'S WORK. THE CONTRACTOR SHALL KEEP COUNTY RIGHT-OF-WAY CLEAN OF DEBRIS, WITH DUST AND OTHER NUISANCES BEING CONTROLLED AT ALL TIMES. METHOD OF STREET CLEANING SHALL BE DRY SWEEPING OF ALL PAVED AREAS. THERE SHALL BE NO STOCKPILING OF CONSTRUCTION MATERIALS WITHIN THE COUNTY RIGHT-OF-WAY WITHOUT THE PERMISSION OF THE ENGINEER. 4. SEE CALTRANS STANDARD PLAN ES -1A, ES -1B, AND ES -1C FOR SYMBOLS AND ABBREVIATION LEGENDS. GENERAL TRAFFIC SIGNAL NOTES 1. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL TRAFFIC SIGNAL EQUIPMENTS, SIGNS, AND STRIPING IN ACCORDANCE WITH THE PLANS AND SPECIAL PROVISIONS. ALL SIGNS SHALL BE REFLECTORIZED AND STANDARD SIZE UNLESS OTHERWISE NOTED. 2. CONTROLLER CABINET AND SERVICE CABINET SHALL BE PLACED AT A MINIMUM OF 15 FEET APART. 3. ELECTRICAL CONDUIT SHALL BE PLACED AT A MINIMUM OF 2 FEET FROM TELEPHONE CONDUIT. 4. ALL PULL BOXES SIZE SHALL BE No. 6 UNLESS OTHERWISE NOTED OR RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT APPROVED BY THE ENGINEER. PULL BOXES IN UNIMPROVED AREAS NOT PROTECTED BY CURB AND GUTTER SHALL BE TRAFFIC BEARING TYPE. z Ta�` MAXIMUM SPACING BETWEEN PULL BOXES SHALL BE 500 FEET. 43 5. ALL CONDUITS SHALL BE TYPE 3 SCHEDULE 80 POLYVINYL CHLORIDE AWRENCE AI V DATE PAUL RUSSELL DA Eif M �J .. ATE PATRICIA ROMO COUNTY TRAFFIC ENGINEER CUTTING. HIGHWAY OPERATIONS D F'U Y DIRECTOR 4SISTANT DIRECTOR 7Lt-f!3 LL. �`'' op 1 LS IL5;�:D RUSSELL WILLIAMS DATE HU MITH DATE KHALID NASIM DATE JUAN C. PEREZ ENVIRONMENTAL NOTED. STRIPING LAYOUT (CAT -TRACKING) SHALL 'BE APPROVED BY THE CON UCTION INSPECTION ENGINEERING DIVISION MANAGER TLMA DIRECTOR SHALL BE TESTED AND APPROVED PRIOR TO FILLING SAWCUTS. RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES TE GENERAL NOTES 1. ALL MATERIAL AND WORK SHALL CONFORM TO THE 2010 EDITION OF CALTRANS STANDARD PLANS AND STANDARD SPECIFICATIONS, COUNTY OF RIVERSIDE STANDARD PLANS EFFECTIVE 12-20-2007, AND THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES 2012 (CA MUTCD 2012). 2. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT, (800) 227-26009 AND ALL CONCERNED UTILITY COMPANIES AT LEAST TWO WORKING DAYS IN ADVANCE OF EXCAVATION. LOCATIONS OF ALL UNDERGROUND UTILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS AND VERIFY ALL CONDITIONS ON THE JOB SITE PRIOR TO COMMENCING WORK. THE CONTRACTOR IS FULLY RESPONSIBLE FOR ALL DAMAGES OCCURRED DUE TO FAILURE TO LOCATE AND PRESERVE ALL UNDERGROUND UTILITIES. HAND DIG AS NEEDED OR AS DIRECTED BY ENGINEER UNTIL CLEAR OF OBSTRUCTIONS. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY CLEAN UP ON COUNTY RIGHT-OF-WAY AFFECTED BY CONTRACTOR'S WORK. THE CONTRACTOR SHALL KEEP COUNTY RIGHT-OF-WAY CLEAN OF DEBRIS, WITH DUST AND OTHER NUISANCES BEING CONTROLLED AT ALL TIMES. METHOD OF STREET CLEANING SHALL BE DRY SWEEPING OF ALL PAVED AREAS. THERE SHALL BE NO STOCKPILING OF CONSTRUCTION MATERIALS WITHIN THE COUNTY RIGHT-OF-WAY WITHOUT THE PERMISSION OF THE ENGINEER. 4. SEE CALTRANS STANDARD PLAN ES -1A, ES -1B, AND ES -1C FOR SYMBOLS AND ABBREVIATION LEGENDS. GENERAL TRAFFIC SIGNAL NOTES 1. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL TRAFFIC SIGNAL EQUIPMENTS, SIGNS, AND STRIPING IN ACCORDANCE WITH THE PLANS AND SPECIAL PROVISIONS. ALL SIGNS SHALL BE REFLECTORIZED AND STANDARD SIZE UNLESS OTHERWISE NOTED. 2. CONTROLLER CABINET AND SERVICE CABINET SHALL BE PLACED AT A MINIMUM OF 15 FEET APART. 3. ELECTRICAL CONDUIT SHALL BE PLACED AT A MINIMUM OF 2 FEET FROM TELEPHONE CONDUIT. 4. ALL PULL BOXES SIZE SHALL BE No. 6 UNLESS OTHERWISE NOTED OR (� W =2 0 Im a' ..1 APPROVED BY THE ENGINEER. PULL BOXES IN UNIMPROVED AREAS NOT PROTECTED BY CURB AND GUTTER SHALL BE TRAFFIC BEARING TYPE. z MAXIMUM SPACING BETWEEN PULL BOXES SHALL BE 500 FEET. 5. ALL CONDUITS SHALL BE TYPE 3 SCHEDULE 80 POLYVINYL CHLORIDE (PVC) RIGID NON-METALLIC CONDUIT UNLESS OTHERWISE NOTED. ALL CONDUITS PLACED UNDER PAVING SHALL BE INSTALLED WITHOUT OPEN CUTTING. Cr1 6. ALL LOOP DETECTOR CONFIGURATIONS SHALL BE TYPE "E" PER STANDARD 1. PLAN ES -5B. ALL CURB TERMINATIONS SHALL BE TYPE "A" PER STANDARD LL. PLAN ES -5D. DETECTOR LOOPS SHALL BE PLACED PER COUNTY OF RIVERSIDE STANDARD cc PLAN No. 1201 AND CENTERED WITHIN DRIVING LANE UNLESS OTHERWISE Im NOTED. STRIPING LAYOUT (CAT -TRACKING) SHALL 'BE APPROVED BY THE COUNTY PRIOR TO DETECTOR LOOP INSTALLATION. DETECTOR LOOP WIRES Im SHALL BE TESTED AND APPROVED PRIOR TO FILLING SAWCUTS. 0 7. ALL CABLES AND CONDUCTORS SHALL BE CONTINUOUS WITH A MINIMUM OF 6' OF SLACK INSIDE EACH PULL BOX UNLESS OTHERWISE NOTED. 20' OF SIGNAL INTERCONNECT CABLE SLACK SHALL BE PROVIDE INSIDE Q CONTROLLER CABINET. 8. TRAFFIC SIGNAL INTERCONNECT CABLE (SIC) SHALL BE 6 -PAIR, AWG #20 W CABLE UNLESS OTHERWISE NOTED. TRAFFIC SIGNAL INTERCONNECT CONDUIT Z SHALL HAVE A MINIMUM FACTORY CONDUIT BEND RADIUS OF 36 INCHES. W 9. ALL COMBINATION PEDESTRIAN AND VEHICLE SIGNAL INDICATIONS INCLUDING PV HEADS SHALL UTILIZE LIGHT EMITTING DIODE (LED) SIGNAL MODULES. ALL VEHICLE SIGNAL SECTION AND INDICATIONS SHALL BE 12 m ALL INTERNAL ILLUMINATED STREET NAME SIGNS SHALL BE LED TYPE. z ti 10. ALL SIGNAL HOUSINGS, VISORS, AND BACKPLATES SHALL BE METAL. ot +_ c m VEHICLE SIGNAL HOUSING SHALL BE PROVIDED WITH LOUVERED BACKPLATE. °W A TUNNEL VISOR SHALL BE PROVIDED FOR EACH SIGNAL FACE. 1- E� W N 11. ALL UNUSED TENONS SHALL BE CAPPED IN A WATERPROOF METHOD AS a DIRECTED BY THE ENGINEER. y„ 12. ALL EQUIPMENT LOCATIONS SHALL BE APPROVED BY THE ENGINEER PRIOR Q o TO FINAL PLACEMENT. J o N U < J rn - DESIGNED BY APPROVED -AM -_ DOWLING TSAI11 7//41 No. 52870 D0 LING j1bAI DATE PROJECTMANAGER s�qT CIVI RIVERSI COUNTY TRANSPORTATION F OF CA��F� USERNAME=>mkrantz DGN FILE =>B7-0753 BDR T.dgn TITLE CLAY STREET GENERAL DRIVE TRAFFIC SIGNAL NO SCALE SHEET No. ,rL o J co SHEET a� SHEET 1 OF 3 COUNTY 7 71 FILE No. 7 ♦ MATCH EXIST STRIPING ♦ , • :�` A- '♦ EXIST R/W "SIGNAL" 8 ♦ \ \ ♦ 9+20 CLAY ST'• D3-2 D \ (GENERAL DR) ' "AHEAD" 8 9+70 CLAY ST '♦ '� ♦ 4 ♦ (TYP) (TYP) (TYP) ♦ PROP R/W •♦, ` , P- PROP C&G R13A(CA)Q- LEGEND 3 4�--- (TYP) BRIDGE MOUNTED SIGN (TYP) '�• 'N ` PROPOSED SIGN EXISTING SIGN cqA EXIST R/W \ PROP C&G •� 12, Iq, SIGN SIZES 8 '• W3- 3 361" X 361" W3-4 36" X 361" R4- 7 241" X 301" R13A(CA) 241" X 301' TYPE N 18"" X 181" W12 -2p 841" X 2411 D3-2 VAR X VAR (LT, 1 EA) � 100' 1 5 100' / 3 � (TYP) t 8" UPPER CASE/6" LOWER CASE LETTER HEIGHT 8 t (LT, 1 EA) t SIGNING NOTES QA EXISTING SIGN/MARKER TO BE REMOVED. _© EXISTING SIGN TO BE RELOCATED. SIGN SHALL BE INSTALLED ON STREET LIGHT POLE PER CALTRANS STD RS4. C❑ FURNISH AND INSTALL NEW SIGN ON NEW 2" SQUARE PERFORATED STEEL TUBE POST. D] FURNISH AND INSTALL NEW SIGN ON POLE PER CALTRANS STD. RS4 Q INSTALL NEW ALUMINUM SIGN SECURED AND FLUSH TO UNDERSIDE OF FACIA BEAM WITH 2 STAINLESS STEEL CONCRETE SCREWS. CONCRETE SCREWS TO BE DETERMINED BY THE MANUFACTURER. SIGN TO BE PLACED CENTER TO LANES OF TRAVEL. SEE DETAIL "A" FOR DETAILS. NOTE: 1. SIGN TO CONFORM TO JURISDICTIONAL REQUIREMENTS. ACTUAL CLEARANCE HEIGHT DISTANCE TO BE DETERMINED IN THE FIELD 2. USE CALTRANS STANDARD SIGN W12 -2p REVISED 05/01/2013 24' N DETAIL "All NO SCALE NOTE: SEE BRIDGE PLANS FOR FACIA BEAM AESTHETIC DIMENSIONS. (TYP) .X0 7s 20.51 12' 20, 5• 21, —r 1—n -"n 'T' .� t _ Li � L, t ' i lLzj 1 = I t d' E W12 -2p i 1 CV / \\—BOTTOM A BEAM ♦``` moi DETAIL ""B"" W1341(35�cA}B , NO SCALE D D3-2 GENERAL DR) 1 PROP R/W A W8-1 �`-'' no W13-1 (30), j 9 (TYP) (TYP) 0 �•. W3-4 D JA R4 -7C / N/ TYPE N(CA) ,- / 0 %� �� p© �•, ��S` 0 •�, W12 -2p E -0 0 CLAY STREET °a ,,, ""SIGNAL"" 8 ,- ♦ --' 22+50 CLAY ST AHEAD 5 2 . -�•. -,�'' /• / ,-' ' 22+00 CLAY ST 250' PROP R/W (TYP) (TYP) PROP R/W -- -------------------- / A W16-8 r- ----------- ------ --- - AR1-1 A 10-1 2 3 A W8-1 , W1 3-1 (30) ' (TYP) (TYP) PROP R/W r 100, PROP R/W PROP C&G 1 1 t � MATCH EXIST STRIPING vA " 13+18 GENERAL DR Q RELATIVE BORDER SCALE IS IN INCHES A W3-3 X 20 • - lo •. `'• E W12 -2p C- R4-7 •, TYPE N(CA) 8 "AHEAD" 19+50 CLAY ST "SIGNAL" C W3-3, W16-8P(LINARES AVE) 19+00 CLAY ST © PAINT YELLOW MEDIAN ISLAND PER CALTRANS STD PLAN NO. A20B9 DETAIL 29 'EW Ln (7 APPLY 12" THERMOPLASTIC WHITE CROSSWALK/LIMITLINE STRIPE PER CALTRANS STD PLAN NO. A24E ® APPLY THERMOPLASTIC PAVEMENT LEGEND PER CATRANS STD PLAN NO. A24A & A24D u NOTE: PAINT CURB RED ON BOTH SIDES OF CLAY STREET FROM STA. 9+00 TO STATION 29+81 � AND PAINT CURB RED ON BOTH SIDES OF GENERAL DRIVE FROM STA. 10+75 TO STA. 11+75. a DESIGNED BY PAVEMENT DELINEATION SHEET No. o L0 �Na APPROVED BY: CLAY STREET CO Fy r, 0- PAINT 4" WHITE LEAD-IN STRIPE. PLACE TYPE "G" RPMS ON RIGHT SIDE OF LINE SPACED 25' APART 4 - a No. 5284 GENERAL DRIVE Q2 PAINT 4" WHITE LANELINE STRIPE PER CALTRANS STD PLAN NO. A20A, DETAIL 12 a �3 PAINT YELLOW CENTERLINE STRIPE PER CALTRANS STD PLAN NO. A20A, DETAIL 22 rn ® PAINT YELLOW TWO-WAY LEFT TURN STRIPE PER CALTRANS STD PLAN N0. A20A, DETAIL 32 Q PAINT 8" SOLID WHITE CHANNELIZING LINE PER CALTRANS STD PLAN NO. A20D, DETAIL 38 cm m OF CA��E� © PAINT YELLOW MEDIAN ISLAND PER CALTRANS STD PLAN NO. A20B9 DETAIL 29 'EW Ln (7 APPLY 12" THERMOPLASTIC WHITE CROSSWALK/LIMITLINE STRIPE PER CALTRANS STD PLAN NO. A24E ® APPLY THERMOPLASTIC PAVEMENT LEGEND PER CATRANS STD PLAN NO. A24A & A24D u NOTE: PAINT CURB RED ON BOTH SIDES OF CLAY STREET FROM STA. 9+00 TO STATION 29+81 � AND PAINT CURB RED ON BOTH SIDES OF GENERAL DRIVE FROM STA. 10+75 TO STA. 11+75. a DESIGNED BY PAVEMENT DELINEATION SHEET No. o L0 �Na APPROVED BY: CLAY STREET CO Fy r, 0- w DOWLING TSAI ?, • ® at " D No. 5284 GENERAL DRIVE DOWLIN TSAI DATE PROJE MANAGER s'aT civ iRIVER IDE COUNTY TRANSPORTATION F SCALE: 1 "=40" 2 3 OF CA��E� SHEET OF 0 1 2 3 USERNAME=>mkrantz WO C3_0090 COUNTY 1 1 1 DGN FILE =>B7-0753 nb PD -01 . sht FI LE NO . - Al M 9�-7 POLE SCHEDULE STANDARD LUMINAIRE "F" DIST IISNS LEGEND SIGNAL MOUNTING PPB LOCATION No. TYPE HEIGHT SIG MA LUM MA VEHICLE PED PHASE QUADRANT A B �1 26-4-100 30' 45' 15' 20OW HPSV 15' 4=General Dr MAS MAS SV -2- SP -1- 06 S Emmmmmm 7' B 119-3-100 30' 25' 15' 20OW HPSV 12' Clay MAS - SV -3- SP -2- 06/08 S/W 7' �C 26-4-100 30' 40' 15' 20OW HPSV 18' General DrmOo MAS MAS SV -1- *SV -1-T SP -1- 08 W 4' @D 1-A 10' - - - - - - - TV -1-1 SP -1- 02 N 4' Q 119-3-100 30' 25' 15' 20OW HPSV 12' Clay MAS - SV -1- - 02 N 4' 0 1-A 10' - - - - - - - TV-2-1SP-1- OEM - - 4, TYPE 9 20' - - - - - - - - - - 7 TYPE 9 20' - - - - - - - - - - 7 TO BE DETERMINED IN THE FIELD BY THE ENGINEER • INSTALL 06 SIGNAL HEAD AT HEIGHT DETERMINED BY THE ENGINEER TO MAXIMIZE SIGHT DISTANCE : '9 C NOTE: FUTURE EQUESTRIAN PUSH BUTTON CABLE REFLECTED IN POLE SHEDULE FOR EACH POLE z e, 1 -DL C_/ STANDARD POLE PLACEMENT DETAIL NTS CONSTRUCTION NOTES: aFURNISH AND INSTALL TYPE 170E CONTROLLER ASSEMBLY AND FUNCTIONAL GPS TIME SOURCE SYSTEM. CONSTRUCT FOUNDATION FOR TYPE 332 CONTROLLER CABINET PER CALTRANS STD PLAN ES -3C. FURNISH AND INSTALL BATTERY BACKUP SYSTEM PER RIVERSIDE COUNTY STANDARD. 2 FURNISH AND INSTALL 120 / 240 VOLT DUAL METER TYPE III -CF SERVICE EQUIPMENT ENCLOSURE WITH TYPE V PEC, SEE STD PLAN No. 1202. SEE CALTRANS STD PLAN ES -2F FOR INSTALLATION. F3 FURNISH AND INSTALL 2"C, 2#10 (LUMINAIRE), 2#12 (IISNS). ❑4 FURNISH AND INSTALL 2"C, 3#10 (SERVICE, GFCI) . aFURNISH CLAY STREET AND INSTALL VIDEO DETECTION CAMERA (>OKING TSAI71 ? ON SIGNAL MAST ARM PER STD No. 1204. FAI "A FAIM��� FAI �1 FAI �1 1207. f DATE DOWLIN4SAANIA USED = A Emmmmmm 05 06 07 1 08 SHEET 3 OF 3 OEM TOT AL CABl. ES m110,110 To��eao� ��oe0000� 02 DETECTOR -,-- 06 DETECTOR,CONDUIT SIZE ONCHY NOTE: FUTURE EQUESTRIAN PUSH BUTTON CABLE REFLECTED IN POLE SHEDULE FOR EACH POLE z e, 1 -DL C_/ STANDARD POLE PLACEMENT DETAIL NTS CONSTRUCTION NOTES: aFURNISH AND INSTALL TYPE 170E CONTROLLER ASSEMBLY AND FUNCTIONAL GPS TIME SOURCE SYSTEM. CONSTRUCT FOUNDATION FOR TYPE 332 CONTROLLER CABINET PER CALTRANS STD PLAN ES -3C. FURNISH AND INSTALL BATTERY BACKUP SYSTEM PER RIVERSIDE COUNTY STANDARD. 2 FURNISH AND INSTALL 120 / 240 VOLT DUAL METER TYPE III -CF SERVICE EQUIPMENT ENCLOSURE WITH TYPE V PEC, SEE STD PLAN No. 1202. SEE CALTRANS STD PLAN ES -2F FOR INSTALLATION. F3 FURNISH AND INSTALL 2"C, 2#10 (LUMINAIRE), 2#12 (IISNS). ❑4 FURNISH AND INSTALL 2"C, 3#10 (SERVICE, GFCI) . aFURNISH CLAY STREET AND INSTALL VIDEO DETECTION CAMERA (>OKING TSAI71 ? ON SIGNAL MAST ARM PER STD No. 1204. 02 03 04 AND INSTALL EVP DETECTOR HEAD PER FFURNISH STD No. 1207. f C� E i i SIGNAL NUMBER 7484 SERVICE ADDRESS 6501A CLAY STREET (TC1 ) 65018 CLAY STREET (LS3) REVISED 05/01/2013 RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES aFURNISH AND INSTALL EVP DETECTOR HEAD ON POLE SHAFT AT THE HEIGHT RECOMMENDED BY THE MANUFACTURE. FURNISH AND INSTALL 133-4 SIGN ON MAST ARM PER CALTRANS STD PLAN ES -7N, DETAIL "U". aFURNISH AND INSTALL TYPE 9 FLASHING BEACON PER CALTRANS STD PLAN ES -7K. FLASHING BEACONS SHALL BE SOLAR POWERED AS SPECIFIED IN THE SPECIAL PROVISIONS. EXACT LOCATION OF POLE WILL BE DETERMINED BY THE ENGINEER AFTER ALL UTILITIES ARE POTHOLED. FURNISH AND INSTALL W3-3 ON SIGNAL MAST ARM SIGN PANEL. FFURNISH AND INSTALL R9-3/R9-3bP SIGN ON SIGNAL POLE PER CALTRANS STD PLAN RS4. 11 FURNISH AND INSTALL 3" SCHEDULE 80 PVC CONDUIT WITH PULL ROPE AS SHOWN ON STREET LIGHT PLAN SHEET E-01 OF GRADE SEPERATION PLANS. NOTE: EXISTING UNDERGROUND AT&T FACILITY ADJACENT POLE "C" WILL BE ABANDON AND ANY CONFLICT WITH THE NEW POLE FOUNDATION WILL BE REMOVED BY AT&T. COQ ' Q ' i r %mal0k, PHASE DIAGRAM SIGNAL AND LIGHTING SHEET No. QROFESSroNq� APPROV BY: USED CLAY STREET (>OKING TSAI71 ? PVol? 01 02 03 04 No.52870 GENERAL DRIVE f DATE DOWLIN4SAANIA USED P R 0 J E CGER RIVERSIDE COUNTY TRANSPORTATION 1 05 06 07 1 08 USERNAME => mkrcantz DGN FILE =>B7-0753 tt E-01,sht WO C3-0090 COUNTY �t 4s,..�—Al FILE No. DESIGNED BY SIGNAL AND LIGHTING SHEET No. QROFESSroNq� APPROV BY: CLAY STREET (>OKING TSAI71 ? PVol? No.52870 GENERAL DRIVE DATE DOWLIN4SAANIA P R 0 J E CGER RIVERSIDE COUNTY TRANSPORTATION SCALE: 1 "=20' F OF CA��F� SHEET 3 OF 3 USERNAME => mkrcantz DGN FILE =>B7-0753 tt E-01,sht WO C3-0090 COUNTY �t 4s,..�—Al FILE No.