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962y_sgINDEX OF SHEETS SHEET No. DESCRIPTION 1 TITLE 2 LAYOUT 3 CONSTRUCTION DETAILS 4 PAVEMENT DELINEATION AND SIGN PLAN 5 SIGNAL AND LIGHTING ABBREVIATIONS AWG AMERICAN WIRE GAUGE C/G CURB AND GUTTER MA MAST ARM TRAFFIC SIGNAL AND LIGHTING C5 -0073 NOTES TO BE SUPPLEMENTED BY CALTRANS STANDARD PLANS DATED 2010 AND COUNTY OF RIVERSIDE ROAD IMPROVEMENT STANDARDS DATED 12 -20 -2007 GENERAL TRAFFIC SIGNAL NOTES C 0 U N T Y O F R I V E R S I D E 1. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL TRAFFIC SIGNAL R EQUIPMENTS, SIGNS, AND STRIPING IN ACCORDANCE WITH THE PLANS AND SPECIAL PROVISIONS. 2. CONTROLLER CABINET AND SERVICE CABINET SHALL BE PLACED AT A MINIMUM OF 15 FEET APART. COUNTY OF 3. ELECTRICAL CONDUIT SHALL BE PLACED AT A MINIMUM OF 2 FEET FROM ORANGE TELEPHONE CONDUIT. 4. ALL PULL BOXES SIZE SHALL BE No. 6 UNLESS OTHERWISE NOTED OR APPROVED BY THE ENGINEER. PULL BOXES IN UNIMPROVED AREAS NOT PROTECTED BY CURB AND GUTTER SHALL BE TRAFFIC BEARING TYPE. 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. 6. ALL LOOP DETECTOR CONFIGURATIONS SHALL BE TYPE " E " PER STANDARD PLAN ES -5B. ALL CURB TERMINATIONS SHALL BE TYPE "A" PER STANDARD PLAN ES -5D. DETECTOR LOOPS SHALL BE PLACED PER COUNTY OF RIVERSIDE STANDARD PLAN No. 1201 AND CENTERED WITHIN DRIVING LANE UNLESS OTHERWISE NOTED. STRIPING LAYOUT (CAT- TRACKING) SHALL BE APPROVED BY THE COUNTY PRIOR TO DETECTOR LOOP INSTALLATION. DETECTOR LOOP WIRES SHALL BE TESTED AND APPROVED PRIOR TO FILLING SAWCUTS. 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 CONTROLLER CABINET. 8. TRAFFIC SIGNAL INTERCONNECT CABLE (SIC) SHALL BE 6 -PAIR, AWG L #20 CABLE UNLESS OTHERWISE NOTED. TRAFFIC SIGNAL INTERCONNECT CONDUIT SHALL HAVE A MINIMUM FACTORY CONDUIT BEND RADIUS OF 36 INCHES. 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 ". ALL INTERNAL ILLUMINATED STREET NAME SIGNS SHALL BE LED TYPE. 10. ALL SIGNAL HOUSINGS, VISORS, AND BACKPLATES SHALL BE METAL. VEHICLE SIGNAL HOUSING SHALL BE PROVIDED WITH LOUVERED BACKPLATE. A TUNNEL VISOR SHALL BE PROVIDED FOR EACH SIGNAL FACE. 11. ALL UNUSED TENONS SHALL BE CAPPED IN A WATERPROOF METHOD AS DIRECTED BY THE ENGINEER. 12. ALL EQUIPMENT LOCATIONS SHALL BE APPROVED BY THE ENGINEER PRIOR TO FINAL PLACEMENT. COUNTY OF SAN BERNARDINO BEAUMONT COUNTY OF RIVERSID€ CORONA BANNING am INDIO COUNTY OF SAN DIEGO HEMET TEMECULA INDIAN WELLS COACHELLA SALTON SEA 1 COUNTY OF IMPERIAL 1 1 TOWNSHIP 3S RANGE 7W SECTION 28 COUNTY ROAD BOOK PAGE No. 21 -A m BLYTHE 1. ALL MATERIAL AND WORK SHALL CONFORM TO THE 2010 EDITION OF THE PLANS AND SPECIFICATIONS OF THE STATE OF CALIFORNIA LL DEPARTMENT OF TRANSPORTATION. 1. 2. LOCATIONS OF ALL UNDERGROUND UTILITIES ARE APPROXIMATE. STANDARD PLANS AND STANDARD SPECIFICATIONS, COUNTY OF RIVERSIDE THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS AND VERIFY ALL CONDITIONS ON THE JOB SITE PRIOR TO COMMENCING Z WORK. THE CONTRACTOR AGREES T? BE FULLY RESPONSIBLE FOR H ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS 2. ALL TRAFFIC STRIPES, PAVEMENT MARKINGS, AND SIGNS SHALL BE FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL = UNDERGROUND UTILITIES. THE CONTRACTOR SHALL NOTIFY ALL CONCERNED UTILITY COMPANIES AT LEAST 48 HOURS IN ADVANCE SHALL MATCH CALTRANS STANDARD PLANS DETAILS. STENCILS FOR PROJECT OF EXCAVATION. CALL UNDERGROUND SERVICE ALERT AT (800) PAVEMENT MARKING SHALL MATCH CALTRANS STANDARD PLANS. 227 -2600. PLANS SEE CALTRANS STANDARD PLANS ES -1A AND ES -1B FOR SYMBOL Z FOR AND ABBREVIATION LEGEND. CONSTRUCTION 4. EXISTING PRIVATELY OWNED IMPROVEMENTS ON PUBLIC RIGHT -OF -WAY J MARKINGS, AND RAISED PAVEMENT MARKERS IN ACCORDANCE WITH THE SHALL BE PROTECTED OR REPLACED IF DAMAGED, AS DIRECTED BY ON 1. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL TRAFFIC SIGNAL R EQUIPMENTS, SIGNS, AND STRIPING IN ACCORDANCE WITH THE PLANS AND SPECIAL PROVISIONS. 2. CONTROLLER CABINET AND SERVICE CABINET SHALL BE PLACED AT A MINIMUM OF 15 FEET APART. COUNTY OF 3. ELECTRICAL CONDUIT SHALL BE PLACED AT A MINIMUM OF 2 FEET FROM ORANGE TELEPHONE CONDUIT. 4. ALL PULL BOXES SIZE SHALL BE No. 6 UNLESS OTHERWISE NOTED OR APPROVED BY THE ENGINEER. PULL BOXES IN UNIMPROVED AREAS NOT PROTECTED BY CURB AND GUTTER SHALL BE TRAFFIC BEARING TYPE. 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. 6. ALL LOOP DETECTOR CONFIGURATIONS SHALL BE TYPE " E " PER STANDARD PLAN ES -5B. ALL CURB TERMINATIONS SHALL BE TYPE "A" PER STANDARD PLAN ES -5D. DETECTOR LOOPS SHALL BE PLACED PER COUNTY OF RIVERSIDE STANDARD PLAN No. 1201 AND CENTERED WITHIN DRIVING LANE UNLESS OTHERWISE NOTED. STRIPING LAYOUT (CAT- TRACKING) SHALL BE APPROVED BY THE COUNTY PRIOR TO DETECTOR LOOP INSTALLATION. DETECTOR LOOP WIRES SHALL BE TESTED AND APPROVED PRIOR TO FILLING SAWCUTS. 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 CONTROLLER CABINET. 8. TRAFFIC SIGNAL INTERCONNECT CABLE (SIC) SHALL BE 6 -PAIR, AWG L #20 CABLE UNLESS OTHERWISE NOTED. TRAFFIC SIGNAL INTERCONNECT CONDUIT SHALL HAVE A MINIMUM FACTORY CONDUIT BEND RADIUS OF 36 INCHES. 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 ". ALL INTERNAL ILLUMINATED STREET NAME SIGNS SHALL BE LED TYPE. 10. ALL SIGNAL HOUSINGS, VISORS, AND BACKPLATES SHALL BE METAL. VEHICLE SIGNAL HOUSING SHALL BE PROVIDED WITH LOUVERED BACKPLATE. A TUNNEL VISOR SHALL BE PROVIDED FOR EACH SIGNAL FACE. 11. ALL UNUSED TENONS SHALL BE CAPPED IN A WATERPROOF METHOD AS DIRECTED BY THE ENGINEER. 12. ALL EQUIPMENT LOCATIONS SHALL BE APPROVED BY THE ENGINEER PRIOR TO FINAL PLACEMENT. COUNTY OF SAN BERNARDINO BEAUMONT COUNTY OF RIVERSID€ CORONA BANNING am INDIO COUNTY OF SAN DIEGO HEMET TEMECULA INDIAN WELLS COACHELLA SALTON SEA 1 COUNTY OF IMPERIAL 1 1 TOWNSHIP 3S RANGE 7W SECTION 28 COUNTY ROAD BOOK PAGE No. 21 -A m BLYTHE 1. ALL MATERIAL AND WORK SHALL CONFORM TO THE 2010 EDITION OF THE PLANS AND SPECIFICATIONS OF THE STATE OF CALIFORNIA LL DEPARTMENT OF TRANSPORTATION. 1. 2. LOCATIONS OF ALL UNDERGROUND UTILITIES ARE APPROXIMATE. STANDARD PLANS AND STANDARD SPECIFICATIONS, COUNTY OF RIVERSIDE THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS AND VERIFY ALL CONDITIONS ON THE JOB SITE PRIOR TO COMMENCING Z WORK. THE CONTRACTOR AGREES T? BE FULLY RESPONSIBLE FOR H ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS 2. ALL TRAFFIC STRIPES, PAVEMENT MARKINGS, AND SIGNS SHALL BE FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL = UNDERGROUND UTILITIES. THE CONTRACTOR SHALL NOTIFY ALL CONCERNED UTILITY COMPANIES AT LEAST 48 HOURS IN ADVANCE SHALL MATCH CALTRANS STANDARD PLANS DETAILS. STENCILS FOR OF EXCAVATION. CALL UNDERGROUND SERVICE ALERT AT (800) PAVEMENT MARKING SHALL MATCH CALTRANS STANDARD PLANS. 227 -2600. 3. SEE CALTRANS STANDARD PLANS ES -1A AND ES -1B FOR SYMBOL Z AND ABBREVIATION LEGEND. Q 4. EXISTING PRIVATELY OWNED IMPROVEMENTS ON PUBLIC RIGHT -OF -WAY J MARKINGS, AND RAISED PAVEMENT MARKERS IN ACCORDANCE WITH THE SHALL BE PROTECTED OR REPLACED IF DAMAGED, AS DIRECTED BY Q THE ENGINEER. Z MARKINGS SHALL BE REMOVED BY SANDBLASTING OR GRINDING A STATE OF 5. CONTRACTOR LICENSE CLASS A OR C -12 REQUIRED ARIZONA Z SIGNING AND STRIP NOTE v DESIGNED BY TITLE SHEET No. ° o Zo APPROVED BY:_ a SERFAS CLUB DR L "LI" � TSAI 1 y p y � fa No. 52870 DOWLING, SAI DATE PROJECT= MANAGER civic _0.a` COUNTY OF RIVERSIDE USERNAME = >brcraig DGN FILE =>C5 -0073 ab T- 01.dgn AND MONTEREY PENINSULA DR NO SCALE WO C5 -0073 SHEET 1 OF COUNTY FILE No. Uz y 5 t \ ft • I A � LL 1. ALL MATERIAL AND WORK SHALL CONFORM TO THE 2010 EDITION OF CALTRANS Q 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. Q J 3. THE CONTRACTOR SHALL REMOVE ALL CONFLICTING STRIPES, PAVEMENT Z) MARKINGS, AND RAISED PAVEMENT MARKERS IN ACCORDANCE WITH THE co PLANS AND AS DIRECTED BY THE ENGINEER. WORD OR SYMBOL PAVEMENT Z MARKINGS SHALL BE REMOVED BY SANDBLASTING OR GRINDING A RECTANGULAR AREA COVERING THE WHOLE MARKING. Z W 4. ALL CROSSWALKS SHALL HAVE 10 FEET IN BETWEEN THE 12 -INCH WHITE OR a ' -_ YELLOW STRIPES. 5. ALL DOUBLE YELLOW STRIPES SHALL HAVE 3 -INCH PAINTED BLACK LINE SEPARATING THE YELLOW STRIPES LLI Ir 6. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL TRAFFIC STRIPES } LLI RAISED PAVEMENT MARKERS (RPMs), PAVEMENT MARKINGS, AND SIGNS IN F- ACCORDANCE WITH THE PLANS AND AS DIRECTED BY THE ENGINEER. Z 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. Q 8. ALL RPMs SHALL BE INSTALLED WITHIN SEVEN WORKING DAYS OF ROADWAY Z STRIPING. ALL EXISTING RPMs WITHIN THE PROJECT SHALL BE REPLACED Q o 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 m z OTHERWISE NOTED. THE EXACT LOCATION OF ALL SIGNS SHALL BE DETERMINED IN THE FIELD BY THE ENGINEER. t� L= 10. THE CONTRACTOR SHALL REMOVE SIGNS IN ACCORDANCE WITH THE PLANS AND AS DIRECTED BY THE ENGINEER. THE CONTRACTOR SHALL DELIVER CO) REMOVED SIGNS TO THE COUNTY YARD OR AS DIRECTED BY THE ENGINEER. Q 11. THE CONTRACTOR SHALL LAYOUT (CAT- TRACK) THE PROPOSED SIGNING, m STRIPING, AND PAVEMENT MARKINGS IN ACCORDANCE WITH THE PLANS AND W N� OBTAIN THE ENGINEER'S APPROVAL PRIOR TO ACTUAL INSTALLATION. N w DESIGNED BY TITLE SHEET No. ° o Zo APPROVED BY:_ a SERFAS CLUB DR L "LI" � TSAI 1 y p y � fa No. 52870 DOWLING, SAI DATE PROJECT= MANAGER civic _0.a` COUNTY OF RIVERSIDE USERNAME = >brcraig DGN FILE =>C5 -0073 ab T- 01.dgn AND MONTEREY PENINSULA DR NO SCALE WO C5 -0073 SHEET 1 OF COUNTY FILE No. Uz y 5 t \ ft • I A � MONTEREY PENINSULA DR 15.6 Of w I z 4.1 11.5 J EXISTING GROUND (q 1J w 2 12° 5.5' 6' 1 PP No. 2100085 EX NG G D \\ 9: e - (Oh - e, - — 8 17 3 1 SCE CABINET GEOGRID REINFORCEMENT L L M L_L L -L 3 GRANULAR INFILL L -L 12 MATERIAL L-1 o -- l -2 -, , EXIST R/W ° XIST R/W TOE DRAIN 33' 33!' EXIST C &G a20' 0' XIST C &G SEE SPECIAL PROVISIONS FOR BLOCK TYPE AND SIZE SECTION A - A' NOT TO SCALE 15; 12.78 SERFAS CLUB DR 11:69.39 MONTEREY PENINSULA DR -- - -ss—� 6 1 C &G END PAVEMENT REHAB 2'I 2 STA 12 +47.14 1 PAVERS r 7 Y1 SURVEY STA 12 +40.18 11fv EXIST R /W-\ BLOCK WA 3 17) 1 � ? N17 ° 27'13 "E (V w w w w w w w w w w w w - -t - -t - -t - -t - -t � - -t - -t - -t - -t - -t C &G 1 _ ...... _....... _ . 8 j . .. ... .. /y 0 o- X w 14' 11.5' 2 10.6' 3.4' PROPOSED SLOPE 4'-7 EXIST GROUND 8 1 � 0.5 12 SECTION B —B' NOT TO SCALE BC w z O 1 L- x 15 10 116' EXIST R /WJ a BORDER REVISED 08/01/2013 RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I I I I I I i BEGIN. PAVEMENT REHAB EXIST C &G 2 STA 14 +65.78 0 8 1718 EXIST R/W SERFAS CLUB DR TREE 3� CONSTRUCTION NOTES: , X12 DRIVEWAY -- LJ r, 10 PROTECT IN PLACE STA 1 0 +98.58 O2 MATCH EXISTING 2 BEGIN PAVEMENT REH�B CURB RETURN PER CROSS SECTION STA 10 +91.64 O ITEM TO BE REMOVED PER CLEARING AND GRUBBING N O SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT AND EXIST C &G UNDERLYING SOIL TO MEET REQUIRED GRADE. CONSTRUCT 0.25' HMA TYPE A, %4" MIX, PG64 -10 OVER NATIVE SOIL AND REMOVE EXISTING ASPHALT PAVEMENT AND BASE TO A EXIST R/W O SAWCUT DEPTH OF 0.60'. PAVE BACK 0.60' HMA TYPE A, MIX, PG64 -10. TO BACK OF SIDEWALK BY CITY o GRIND 6 EXISTING ASPHALT CONCRETE TO A DPTH OF 0.15'. PAVE BACK 0.15' HMA PG64 -10 3 4 MIX .o O CONSTRUCT NEW CONCRETE SPANDRELS AND NEW 10' WIDE CONCRETE CROSS GUTTER PER 18 COUNTY STD PLAN No. 209 a O GRADE SLOPE 4:1 MAX 30' �o 09 CONSTRUCT BLOCK RETAINING WALL PER CROSS SECTION A -A', THIS SHEET 10 CONSTRUCT NEW CONCRETE SIDEWALK PER RIVERSIDE COUNTY STD No. 401 NEEDED 11 CONSTRUCT NEW CONCRETE CURB AND GUTTER PER RIVERSIDE COUNTY STD No. 200 o O CONSTRUCT NEW CONCRETE CURB RAMP PER RIVERSIDE COUNTY STD No. 403 CASE B RADIUS =25', MODIFIED PER DIMENSIONS ON SHEET C -1 AND WITHOUT 12" BORDER GROOVES m o- X w 14' 11.5' 2 10.6' 3.4' PROPOSED SLOPE 4'-7 EXIST GROUND 8 1 � 0.5 12 SECTION B —B' NOT TO SCALE BC w z O 1 L- x 15 10 116' EXIST R /WJ a BORDER REVISED 08/01/2013 RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I I I I I I i 0 s O 13 CONSTRUCT 1 -FOOT CONCRETE RETAINING CURB AT BACK OF PROPOSED CURB RETURN PER CROSS SECTION B- B' DETAIL, SHEET L -1 N 14 ADJUST EXISTING WATER VALVE OR RECLAIMED WATER VALVE TO GRADE BY CITY OF CORONA a 15 RELOCATE EXISTING FIRE HYDRANT TO BACK OF SIDEWALK BY CITY .o OF CORONA a 16 RELOCATE EXISTING RECLAIMED WATER VALVE AND CP TEST STATION �o BY CITY OF CORONA 0 REPLACE DAMAGED PLANTS /SOD AS NEEDED o 18 RELOCATE EXISTING IRRIGATION SYSTEM m DESIGNED BY LAYOUT SHEET No. ° o p40FESS10N APPROVED BY: S ERFAS CL U B DR h Fyc f W KING TSA] m AND _ v d No 52870 A MONTEREY PENINSULA DR a DO LING T I DATE PROJECT ANAGER s faT F civi� COUNTY RIVERSIDE OF SCALE "=20" 2 5 CA SHEET OF USERNAME => DGN FILE =>C5 brcra i g -0073 ea L- 01.dgn WO C5 -0073 COUNTY FILE NO. MONTEREY PENINSULA DR U1 REMOVE EXISTING PAINT /PAVEMENT MARKING /RPMs L/�1J N. ry I 0 A13 I FN YY f\O 1 H kk � PAINT 50' -4" WHITE LEAD -IN LINE WITH TYPE "G" RAISED PAVEMENT MARKERS SPACED EXIST C &G"= O 25' APART ON RIGHT SIDE OF STRIPE Q O PAINT 4 DASHED WHITE STRIPE DETAIL 9 PER CALTRANS STD A20A PROTECT EXISTING 9� a O PAINT 4 STRIPING DOUBLE YELLOW CENTERLINE DETAIL 22 PER CALTRANS STD PLANS A20A 0 0 SIGNING NOTES O PAINT 4 WHITE RIGHT EDGELINE STRIPE DETAIL 27B PER CALTRANS STD A20B MONTEREY PENINSULA DR O6 PAINT 4" DOUBLE YELLOW MEDIAN STRIPE ISLAND DETAIL 32 PER CALTRANS STD A20B O7 PAINT 8" WHITE CHANNELIZATION STRIPE DETAIL 38 PER CALTRANS STD A20D O8 PAINT 6" WHITE BIKE LANE STRIPE DETAIL 39 PER CALTRANS STD A20D O9 PAINT 6" WHITE BIKE LANE STRIPE DETAIL 39A PER CALTRANS STD A20D 10 APPLY THERMOPLASTIC PAVEMENT LEGEND PER CALTRANS STD PLAN A24A & A24D 11 APPLY THERMOPLASTIC BIKE LANE SYMBOL WITH PERSON PER CALTRANS STD PLAN A24C 12 APPLY THERMOPLASTIC BIKE LANE ARROW PER CALTRANS STD PLAN A24A 13 APPLY THERMOPLASTIC 12" WHITE LIMITLINE STRIPE PER STD PLAN A24E 14 APPLY THERMOPLASTIC 12" YELLOW CROSSWALK STRIPE PER STD PLAN A24E BORDER REVISED 08/01/2013 ❑A PROTECT EXISTING SIGN AND POST IN PLACE El INSTALL NEW SIGN AND POST PER COUNTY STD No. 1222 z oa Lz U ti © REMOVE EXISTING SIGN AND POST �a ❑D RELOCATE EXISTING SIGN AND POST M o m J p1 V O N LL DESIGNED BY PAVEMENT DELINEATION AND SIGN PLAN SHEET No. ° o > QROfESS1O,y APPROVED BY: c SERFA CLUB DR y �c // oowLlnc rsal AND ' . PD o a �, �. l Na. 52870 MONTEREY PENINSULA DR u DO LING T DATE PROJECT KANAGER s f4T F HIV oQ �` p COUNTY OF RIVERSIDE SCALE 1 =40 OF CA 4 rJ SHEET OF RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES USERNAME = >brcrcig WO C5 -0073 COUNTY Nazy DGN F I L E =>C5-0073 nc PD -01 . dgn F I LE No CONDUCTOR SCHEDULE LUMINAIRE "F" DIST RUNS AWG PPB LOCATION No. TYPE HEIGHT SIG MA LUM MA VEHICLE PED PHASE QUAD A 1 2 3 4 5 6 7 A MAS MAS 2 2 2 2 7' © PPB 4' -2" w POLE A - - _ _ _ _ _ f66 E 7' © 19 -3 -100 30' 20' 12' LED 10OW - Serfas Club - MAS SV -1 -T SP -1 -T - - 7' @ 1 -A 10 - m - - - - - TV -2 -T SP -1 -T X68 �6 S E v POLE B 26 -4 -100 30' 40' 15' LED 150W 14' Monterey Peninsula MAS MAS SV -1 -T SP -1 -T 08 1 1 1 PPB 4' -2" - - 0 12 - - - 1 1 - 02 W -- 11' © POLE C 10 - - - - - - - TV -1 -T U - - 7' 19 -3 -100 30' 20' 12' LED 10OW 0 Serfas Club - MAS SV -1 -T 2 W 4' (�I 1 -A 10' - - - - - - - TV -2 -T a POLE D 1111 7' 1 � 2 POLE E Z// yi 1 1 1 1 Z// w m POLE F A/ 1 1 1 1 a U POLE G 1 1 1 1 o! 3 0 � 1 1 1 1 1 � POLE H 1 1 1 1 1 0 POLE I 1 1 1 1 1 1 0 U TOTAL 12 2 2 3 8 5 4 3 2 1 CABLES 3 1 1 6 4 3 2 1 12 IISNS 2 2 1 2 2 2 2 1 2 10 LUMINAIRE 2 2 2 2 2 2 2 VIDEO VIDEO CABLE 1 1 2 4 1 2 2 1 1 VIDEO SVC 1 1 2 4 2 2 1 1 EVP CABLE 1 1 2 4 2 2 1 1 CONDUIT SIZE (INCH) 3 3 3 2 - 4 " 4" 4" 3" 3" 2" Wj E!! I 1 POLE SCHEDULE STANDARD LUMINAIRE "F" DIST IISNS LEGEND SIGNAL MOUNTING PPB LOCATION No. TYPE HEIGHT SIG MA LUM MA VEHICLE PED PHASE QUAD A B DA 24 -4 -100 30' 35' 15' LED 150W 12' Monterey Peninsula MAS MAS SV -2 -T SP -1 -T - - 7' © PPB 4' -2" - - - - _ _ _ _ _ f66 E 7' © 19 -3 -100 30' 20' 12' LED 10OW - Serfas Club - MAS SV -1 -T SP -1 -T - - 7' @ 1 -A 10 - - - - - - - TV -2 -T SP -1 -T X68 �6 S E 7' @E 26 -4 -100 30' 40' 15' LED 150W 14' Monterey Peninsula MAS MAS SV -1 -T SP -1 -T 08 S 4' PPB 4' -2" - - - - - - - - - 02 W -- 11' © 1 -A 10 - - - - - - - TV -1 -T SP -1 -T - - 7' 19 -3 -100 30' 20' 12' LED 10OW - Serfas Club - MAS SV -1 -T 2 W 4' (�I 1 -A 10' - - - - - - - TV -2 -T SP -1 -T - - 7' �... ..... -- _..N..W R9-3 EXIST R/W EXIST C &G SERFAS CLUB DR R9 -3bp 13 - - ®® 5 EXIST R/W EXIST C &G __ 11 J W I -- 9 0 1 1 �` rn_ 7` # � F I W o 7 \ \ O 3 ` _ °J 8 FURNISH AND INSTALL 2 "C (FUTURE FIBER OPTIC Q _ EXIST R/W 8 !! CD ❑ DROP CABLE) 5 I I w , ao EXIST C &G i 5 FURNISH AND INSTALL EVP DETECTOR HEAD PER ST NOTES TO BE DETERMINED IN THE FIELD BY THE ENGINEER 04 USED O FURNISH AND INSTALL McCAIN OMNI eX 2070 ATC CONTROLLER IN 332 CABINET WITH COORDINATION, DETECTOR SENSORS AND AUXILIARY EQUIPMENT FOR FULL 8 PHASE OPERATION. EXACT LOCATION PER ENGINEER. FURNISH (05 AND INSTALL EXTERNAL MOUNTED BATTERY BACKUP SYSTEM PER RIVERSIDE COUNTY SPECIFICATIONS :ST R/W ❑2 FURNISH AND INSTALL TYPE III -CF 120V/240V DUAL METER SERVICE EQUIPMENT ENCLOSURE. SIGNAL AND IISNS TO BE CONNECTED TO SHALL PROVIDE FOR ONE METER AND SAFETY LIGHTING TO BE CONNECTED TO SECOND METER. THE CONTRACTOR ALL REQUIRCD ELECTRICAL SERVICE HOOK -UPS. INSTALL TYPE V PEC, SEE STD PLAN No. :IST C &G 1207. SEE CALTRANS STD PLAN ES -2F FOR INSTALLATION ® FURNISH AND INSTALL 3" SCHEDULE 80 PVC CONDUIT, WITH PULLROPE PER SCE REQUIREMENTS. CONTACT SCE PLANNER JEFF JENKS AT 909 - 930 -8540 PRIOR TO ANY EXCAVATION ® FURNISH AND INSTALL NEW HAND HOLE FOR PROPOSED SERVICE POINT PER SCE REQUIREMENTS E DETAIL "A" ® FURNISH AND INSTALL 3" CONDUIT WITH TRACER WIRE ( #10 BOND - GREEN SHIELDED) AND PULL ROPE FOR FUTURE SIGNAL INTERCONNECT SYSTEM. INSTALL NEW PULLBOXES AS SHOWN. TIE INTO EXISTING PULLBOXES AS SHOWN © FURNISH AND INSTALL 2 'C, 3 #10 (SERVICE, GFCI) FURNISH AND INSTALL 2 "C, 2 #10 (LUMINAIRE), 2 #12 (IISNS) DETECTION ZONE LEGEND XIST R/W ffM BICYCLE DETECTION Op / XIST C &G /SW;' � VEHICLE DETECTION -- -9 EXIST R/W �... ..... -- _..N..W R9-3 EXIST R/W EXIST C &G SERFAS CLUB DR R9 -3bp 13 - - ®® 5 EXIST R/W EXIST C &G __ 11 J W I -- 9 0 1 1 �` rn_ 7` # � F I W o 7 \ \ O 3 ` _ °J 8 FURNISH AND INSTALL 2 "C (FUTURE FIBER OPTIC Q _ EXIST R/W 8 !! CD ❑ DROP CABLE) 5 I I w , ao EXIST C &G i 5 FURNISH AND INSTALL EVP DETECTOR HEAD PER ST EXIST C &G ❑9 D No. 1207 EXIST R/W 4 3 AND ALL NECESSARY EQUIPMENT FOR A FULL FUNCTIONAL SYSTEM F / 6 \� FURNISH AND INSTALL VIDEO DETECTION CAMERA ON SIGNAL MAST ARM PER DETAIL i / ? 5 y 1 PROVIDED IN SPECIAL PROVISIONS PINE C 1 1 XIST C &G 11 FURNISH AND INSTALL VIDEO DETECTION CAMERA ON LUMINAIRE MAST ARM PER DETAIL REST DR M ®rt \ 1 PROVIDED IN SPECIAL PROVISIONS I, 8 XIST R /Wl 3 XIST R/W 12 FURNISH AND INSTALL R3 -4 SIGN ON SIGNAL MAST ARM PER CALTRANS STD PLAN ES -7N, DETAIL "U" 3 5 13 FURNISH AND INSTALL SIGN ON SIGNAL POLE PER CALTRANS STD PLAN RS -4 18' 18' � 4 �� 3 PROP CURB- URB 5 30' 30' DETAIL "A "�.�� \ r \ DESIGNED BY SIGNAL AND LIGHTING QROFESSiON APPROVED Y: S E R F A S CLUB DR w DOWLING TSAI m AND No. 52870 MONTEREY PENINSULA DR �J�ID SCALE PROJECT TANAGER DATE rl4r� aFVCAE�e�\o COUNTY OF RIVERSIDE SCALE "=20" THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY BORDER REVISED 08/01/2013 RELATIVE BORDER SCALE 0 1 2 3 USERNAME = >brcroig COUNTY IS IN INCHES I I I i I DGN FILE =>C5-0073 tt E -01 . dgn WO C5-0073 FILE NO c Li® °0 0 m 0 _ MONTEREY PENINSULA DR ° � o z w n_ 3 -e - (Oh — � -e' STANDARD POLE PLACEMENT DETAIL Ij 4 NTS EXIST R/W j EXIST C &G� I M m O � pi U a SHEET No. ° o � a g � U O d E -1 SHEET 5 OF 5 Dl 02 03 04 USED O (05 06 07 08 EXIST C &G ❑9 D No. 1207 EXIST R/W 4 3 AND ALL NECESSARY EQUIPMENT FOR A FULL FUNCTIONAL SYSTEM F / 6 \� FURNISH AND INSTALL VIDEO DETECTION CAMERA ON SIGNAL MAST ARM PER DETAIL i / ? 5 y 1 PROVIDED IN SPECIAL PROVISIONS PINE C 1 1 XIST C &G 11 FURNISH AND INSTALL VIDEO DETECTION CAMERA ON LUMINAIRE MAST ARM PER DETAIL REST DR M ®rt \ 1 PROVIDED IN SPECIAL PROVISIONS I, 8 XIST R /Wl 3 XIST R/W 12 FURNISH AND INSTALL R3 -4 SIGN ON SIGNAL MAST ARM PER CALTRANS STD PLAN ES -7N, DETAIL "U" 3 5 13 FURNISH AND INSTALL SIGN ON SIGNAL POLE PER CALTRANS STD PLAN RS -4 18' 18' � 4 �� 3 PROP CURB- URB 5 30' 30' DETAIL "A "�.�� \ r \ DESIGNED BY SIGNAL AND LIGHTING QROFESSiON APPROVED Y: S E R F A S CLUB DR w DOWLING TSAI m AND No. 52870 MONTEREY PENINSULA DR �J�ID SCALE PROJECT TANAGER DATE rl4r� aFVCAE�e�\o COUNTY OF RIVERSIDE SCALE "=20" THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY BORDER REVISED 08/01/2013 RELATIVE BORDER SCALE 0 1 2 3 USERNAME = >brcroig COUNTY IS IN INCHES I I I i I DGN FILE =>C5-0073 tt E -01 . dgn WO C5-0073 FILE NO c Li® °0 0 m 0 _ MONTEREY PENINSULA DR ° � o z w n_ 3 -e - (Oh — � -e' STANDARD POLE PLACEMENT DETAIL Ij 4 NTS EXIST R/W j EXIST C &G� I M m O � pi U a SHEET No. ° o � a g � U O d E -1 SHEET 5 OF 5