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968d_sgw m z z O a U) 0 w Of CL' w w z z w O N Of w O z D O U U w tr N Ld w U O- U Of N EL .n w J m Q U J a a Q GENERAL TRAFFIC SIGNAL NOTES: 1. ALL MATERIAL AND WORK SHALL CONFORM TO 2014 CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, THE LATEST 2018 CALTRANS STANDARD PLANS AND STANDARD SPECIFICATIONS, AND THE LATEST EDITION OF COUNTY OF RIVERSIDE STANDARDS. SEE CALTRANS STANDARD PLAN ES-1A, ES-18 AND ES-1C FOR LEGENDS AND ABBREVIATIONS. 2. ALL PULL BOXES SIZE SHALL BE NO. 6 UNLESS NOTED OTHERWISE. PULL BOXES IN UNIMPROVED AREA NOT PROTECTED BY CONCRETE CURB SHALL BE TRAFFIC BEARING TYPE. MAXIMUM SPACING BETWEEN PULL BOXES SHALL BE 500 FEET. 3. ALL TRAFFIC SIGNAL CONDUITS SHALL BE TYPE 3, SCHEDULE 80 POLYVINYL CHLORIDE (PVC), AND RIGID NON-METALLIC TYPE. CONDUIT SIZE SHALL BE 2" UNLESS NOTED OTHERWISE. CONDUITS PLACED UNDER PAVING SHALL BE INSTALLED WITHOUT OPEN CUTTING/TRENCHING. 4. ALL LOOP DETECTORS AND VIDEO DETECTIONS SHALL BE PLACED PER COUNTY STANDARD No. 1203, "LOOP DETECTOR DETAILS" AND STANDARD No. 1204, 'VIDEO DETECTION DETAILS". BOTH LOOP DETECTOR WIRES AND STRIPING LAYOUT (CAT -TRACK) SHALL BE APPROVED BY THE ENGINEER PRIOR TO LOOP DETECTOR INSTALLATION. 5. ALL CABLES AND CONDUCTORS SHALL BE INSTALLED CONTINUOUS WITH A MINIMUM OF 6' OF SLACK INSIDE EACH PULL BOX UNLESS NOTED OTHERWISE. 20' OF SIGNAL INTERCONNECT CABLE SLACK SHALL BE PROVIDED INSIDE THE PULL BOX ADJACENT TO THE TRAFFIC SIGNAL CONTROLLER CABINET. 6. ALL TRAFFIC SIGNAL INTERCONNECT CABLE SHALL BE 6-PAIR AWG #20 CABLE UNLESS NOTED OTHERWISE. TRAFFIC COMMUNICATION CONDUIT ENTERING AND EXITING PULL BOX, UNDERGROUND VAULT, AND TRAFFIC SIGNAL CONTROLLER CABINET SHALL HAVE A MINIMUM FACTORY CONDUIT BEND RADIUS OF 36 INCHES. 7. ALL INTERNALLY ILLUMINATED STREET NAME SIGNS, COMBINATION PEDESTRIAN INDICATIONS AND VEHICLE SIGNAL INDICATIONS INCLUDING PV HEADS SHALL UTILIZE LIGHT EMITTING DIODE (LED). ALL VEHICLE SIGNAL SECTIONS AND INDICATIONS SHALL BE 12". 8. ALL SIGNAL HOUSINGS, VISORS, AND BACKPLATES SHALL BE METAL TYPE. VEHICLE SIGNAL HOUSING SHALL BE PROVIDED WITH LOUVERED BACKPLATE. A TUNNEL VISOR SHALL BE PROVIDED FOR EACH SIGNAL FACE. 9. ALL SIGNS SHALL BE STANDARD SIZE AND REFLECTORIZED. SIGN INSTALLATION ON SIGNAL MAST -ARM SHALL CONFORM TO CALTRANS STANDARD PLAN ES-7N, DETAIL "U". SIGN INSTALLATION ON SIGNAL STANDARD SHALL CONFORM TO CALTRANS STANDARD PLAN RS-4. 10. ALL UNUSED TENONS SHALL BE CAPPED WITH WATERPROOF METHOD AS DIRECTED BY THE ENGINEER. 11. ALL EQUIPMENT LOCATIONS SHALL BE APPROVED BY THE ENGINEER PRIOR TO FINAL PLACEMENT. 12. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (811) AND ALL CONCERNED UTILITY COMPANIES AT LEAST TWO WORKING DAYS PRIOR TO EXCAVATION. LOCATIONS OF ALL UNDERGROUND UTILITIES SHOWN ON PLAN(S) ARE APPROXIMATE. CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS AND VERIFY ALL CONDITIONS PRIOR TO COMMENCING WORK. CONTRACTOR IS RESPONSIBLE FOR DAMAGES THAT OCCUR DUE TO FAILURE TO LOCATE AND PRESERVE ALL UNDERGROUND UTILITIES. ff A� DEN' m U FOR. PROJECT SITE N.T.S. 13. CONTRACTOR SHALL CONTROL DUST AND OTHER NUISANCES, AND KEEP COUNTY RIGHT-OF-WAY CLEAN AT ALL TIMES. STREET CLEANING SHALL BE DONE VIA 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. 14. CONTRACTOR SHALL FURNISH AND INSTALL TRAFFIC SIGNAL EQUIPMENT INCLUDING SIGNS IN ACCORDANCE WITH THE PLANS AND SPECIAL PROVISIONS. 15. CONTRACTOR SHALL INSTALL TRAFFIC SIGNAL AND ELECTRICAL CONDUIT AT A MINIMUM OF 2 FEET FROM TELEPHONE CONDUIT. 16. CONTRACTOR SHALL PLACE TRAFFIC SIGNAL CONTROLLER CABINET AND SERVICE CABINET AT A MINIMUM OF 15 FEET APART. 17. CONTRACTOR SHALL SUBMIT TRAFFIC SIGNAL TIMING SHEETS TO THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO THE BEGINNING OF MODIFICATION OR CONSTRUCTION OF TRAFFIC SIGNAL. TRAFFIC SIGNAL TIMING SHALL CONFORM TO REQUIREMENTS PER PART 4, "HIGHWAY TRAFFIC SIGNALS", OF THE 2014 CALIFORNIA MUTCD. DIAL TWO WORKING BEFORE DAYS BEFORE YOU DIG YOU DIG TOLL FREE 811 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. The prktf ee ar sqmm, these plans 70mvilble a z. ur aey - and =,14410 the �miQ fimp s e £Meet i isr q a m, .o3 ei9 a[#er :punt apr00'n alinr t ansLacGn flis p z ee a _ c o be MARK BY DATE rspaasak ,d aeter ini%L as -a*vble um m of ld Pis ' - Baas 1af Ply l ih(ll QW11fif_ _._ ENGINEER VICINITY M;_ T8S,R2W,S28 MAINTENANCE AGREEMENT AGREEMENT FOR TRAFFIC SIGNAL AND SAFETY LIGHTING MAINTENANCE BETWEEN THE COUNTY OF RIVERSIDE AND PECHANGA BAND OF LUISENO INDIANS FOR THE TRAFFIC SIGNAL ON PALA ROAD BETWEEN LIRA ROAD AND RAINBOW OAKS ROAD. SIGNED AGREEMENT DATED: DECEMBER 17, 2019 GENERAL SIGNING AND STRIPING NOTES: 1. ALL MATERIAL AND WORK SHALL CONFORM TO 2014 CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, 2015 CALTRANS STANDARD PLANS AND STANDARD SPECIFICATIONS, AND THE LATEST EDITION OF COUNTY OF RIVERSIDE STANDARDS. 2. ALL TRAFFIC STRIPES, PAVEMENT MARKINGS, AND SIGNS SHALL BE REFLECTORIZED. ALL STRIPING AND MARKING SHALL MATCH CALTRANS STANDARD PLANS DETAILS INCLUDING THE STENCILS FOR MARKING. 3. 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. 4. ALL CROSSWALKS SHALL HAVE 10 FEET IN BETWEEN THE 12-INCH WIDE WHITE OR YELLOW STRIPES. 5. ALL DOUBLE YELLOW STRIPES SHALL HAVE 3-INCH PAINTED BLACK STRIPE SEPARATING THE YELLOW STRIPES. 6. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (8111 AND ALL CONCERNED UTILITY COMPANIES AT LEAST TWO WORKING DAYS PRIOR TO EXCAVATION. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGING UTILITIES DURING CONSTRUCTION. 7. CONTRACTOR SHALL CONTROL DUST AND OTHER NUISANCES, AND KEEP COUNTY RIGHT-OF-WAY CLEAN OF DEBRIS AT ALL TIME. 8. 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. 9. 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. 10. CONTRACTOR SHALL APPLY ASPHALT EMULSION TO ALL SURFACES THAT WERE SANDBLASTED OR GRINDED PRIOR TO RESTRIPING AND REAPPLYING THERMOPLASTIC MATERIAL. 11. 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. 12. CONTRACTOR SHALL INSTALL ALL RPMs WITHIN SEVEN WORKING DAYS OF ROADWAY STRIPING. ALL EXISTING RPMs WITHIN THE PROJECT AREA SHALL BE REPLACED IN KIND OR REMOVED IN ACCORDANCE WITH THE PLANS OR AS DIRECTED BY THE ENGINEER. 13, CONTRACTOR SHALL INSTALL SIGN ON A 2" SQUARE PERFORATED STEEL TUBE POST PER COUNTY STANDARD No. 1222 UNLESS NOTED OTHERWISE. STREET NAME SIGNS SHALL CONFORM TO APPLICABLE COUNTY STANDARD No. 1220 OR 1221. 14. THE CONTRACTOR SHALL REPLACE ALL SIGNING AND STRIPING DAMAGED DURING CONSTRUCTION. 15. 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. SEAL -ENGINEER �oQ9.0FESS10N�� OURBAN CROSSROADS Na 52916 ti " APPROVED BY: CARLETON WATERS REVISIONS APPR. DATE �rF pF CA1.,E��� COUNTY SHEET INDEX SHEET NO. 1 TITLE SHEET 1 OF 4 2 TRAFFIC SIGNAL PLAN - PALA ROAD & PECHANGA MEDICAL CLINIC 2 OF 4 3 ADA CURB RAMP DETAILS 3 OF 4 4 SIGNING & STRIPING PLAN - PALA ROAD & PECHANGA MEDICAL CLINIC 4 OF 4 BENCHMARK: NOS PID DX5954 DISK STAMe.' " 9 260 E. BAKER STREET, SUITE 200 LOT 9 CDR 4 CDR B 1992 7106 u AN[ JWY 79 E. 0.7 NI TO PALA + 4G (OSTA MESA, CA 92626 P< '0 2.9 MI To THE MARKER ssoE TELEPHONE # 949-660-1994 0 ,.x GROUND W-.t°O�at. BR " SIGN 15' SE 46 4x4TED 52416 CL} DUNE OF PALA T R.C.E. N0. S• w 5 WIDE WIIi 04 d1pF1k TP y SIDE k4 DATE 2/4/20 Elerr. a 54.45' 9g SCALE. N MS 4360 I.P. NO. 190025 COUNTY OF RIVERSIDE TITLE SHEET TRAFFIC SIGNAL PALA ROAD & PECHANGA MEDICAL CLINIC FOR: W.O. COUNTY 12431 FILE NO. Zj SHEET NO. OF 4 SHTS i w N s TRAFFIC SIGNAL CONSTRUCTION NOTES: SIGN LEGEND: Fil FURNISH AND INSTALL A TYPE 2070E CONTROLLER WITH 2O33 SOFTWARE, 764 EVP PHASE —, SELECTOR MODULE, AND ALL EQUIPMENT NECESSARY TO ACCOMMODATE INTENDED OPERATION. CONSTRUCT FOUNDATION FOR TYPE 332L CONTROLLER CABINET PER CALTRANS 41 R3-4 = NO U—TURN STANDARD PLAN ES-3C. FURNISH AND INSTALL BATTERY BACKUP SYSTEM (BBS) PER RIVERSIDE COUNTY STANDARDS. 127 FURNISH AND INSTALL A 120/240 VOLT DUAL METER TYPE III—CF SERVICE EQUIPMENT ENCLOSURE WITH DUAL TYPE V PE CONTROL AND PEU PER RIVERSIDE COUNTY AND SCE ,j—l8 = NO U—TURN, REQUIREMENTS. SEE CALTRANS STANDARD PLAN ES-2F FOR INSTALLATION. NO LEFT TURN �3 FURNISH AND INSTALL 3" SCHEDULE 80 PVC CONDUIT, WITH PULLROPE FROM SERVICE CABINET TO SCE FEEDPOINT. INSTALLATION SHALL BE PER SCE REQUIREMENTS. CONTRACTOR SHALL CONTACT SERVICE PLANNER, KEN SMOLL AT (951) 249-8351 PRIOR TO ORDERING R61-19 (CA) = LEFT/RIGHT ONLY AND INSTALLING SCE EQUIPMENT. CONTACT SCE AT LEAST 4 WEEKS IN ADVANCE. 0� ® FURNISH AND INSTALL OPTICAL EVP MODEL 721 DETECTOR AS SHOWN PER MANUFACTURER'S SPECIFICATIONS. SEE DETECTOR MOUNTING DETAIL. ❑5 FURNISH AND INSTALL INTERNALLY ILLUMINATED STREET NAME SIGN (IISNS) ON SIGNAL MAST —ARM PER COUNTY OF RIVERSIDE STANDARD. FONT SIZE SHALL BE 8" FOR UPPER CASE AND 6" FOR LOWER CASE LETTERS. © FURNISH AND INSTALL STANDARD SIZE SIGN AS SHOWN ON SIGNAL MAST ARM PER CALTRANS STANDARD PLAN ES-7N, DETAIL "U". �7 FURNISH AND INSTALL A COUNTY —APPROVED VIDEO DETECTION CAMERA ON SIGNAL MAST ARM WITH 6' VERTICAL EXTENSION PER RIVERSIDE COUNTY STANDARD NO. 1204 AND MANUFACTURER'S SPECIFICATIONS. ® CAP TENON FOR FUTURE SIGNAL HEAD. �9 INSTALL DUAL HEAD (AMBER) CARMANAH SOLAR FLASHER ON TYPE 1—A ALUMINUM POLE WITH W3-3 (APPROX) 500' FROM BACK OF CROSSWALK, OR AS DIRECTED BY THE ENGINEER. REFERENCE SHEET 4. LEFT LANE VIDEO DETECTION ZONE LEGEND 5' OVE' 8 5' OVERLAY__ THROUGH LANE VIDEO DETECTION ZONE LEGEND DETECTION ZONE DETAIL N.T.S. LLI Z C) w N H ` Q U U o ,< N � 0 Z Q W M O o � Z Q O Q N Z ��D l.11 of T+ :) O U J DO Of LLI Q U J L LJ Z_ 0- Q C� Z W SCALE: 1" = 20' 1— = 3 Cn Ld U 0 10 20 40 60 80 ZQ Cr > J 0 O TT O�1 17 0 0 ���jj} eD C7A — U Q DIAL TWO WORKING 0 BEFORE DAYS BEFORE YOU DIG YOU DIG 0 TOLL FREE 811 U w 0- A PUBLIC SERVICE BY Of Q UNDERGROUND SERVICE ALERT EX, R/W 08-1 PMB iaS7'62 LIMIT LINE BICYCLE DETECTION 7NEW EX. AC BERC, I DLC.BERM 6708J V;b .5i3151 62 4 PHASE DIAGRAM i1 z _j PHASE 1 PHASE 2 PHASE 3 PHASE 4 8 _ z o 0 PHASE 5 PHASE 6 PHASE 7 PHASE 8 PROP. EX. PER PM b708 i PM y PMB 36/57 62 0 \ PROP. AC BERM r, Q - _ - 319L_ PROP. AC BERM — EX. R/W PER PM 6708-1 PMB 36/57.62 NEW 2"C, I DLC 212U PROP. CURB t6. 213L 40' 15' Poo 7 T 4 82 6 R3-I8 H 8 RB-4 6 I nlu 4 - i 7 I R61-19 (CA) 6 0 96 4 R, 77 (' POLE SCHEDULE POLE DATA LUMINAIRE SIGNAL MOUNTING PED. PUSH BUTTON ■ POLE LOCATION I.I.S.N.S. • REMARKS NO. TYPE HEIGHT SIG. M.A. LUM M.A. L.E.D. VEHICLE MAST ARM PEDESTRIAN At PHASE QUAD. A B C A 26-4-100 30' 40' 15, I60W SV-I-T I-MAS SP-I-T 2 N 10, S' "TBD" 8 F = 15' B I -A 10, - TP-I-T 4 E 11' 4' ( 17-3-100 30' 20' 15, 160W SV-I-T SP-1-T 4 E 9' 4' Pala 8 D I -A 10, - TV-2-T SP-1-T 6 S 10 4' E 26-4-100 30' 40' 15' I60W 2 SV-I-T 2-MAS SP-1-T 6 S 9' 5' "TBD" F = IS' F I -A 10, - - TV-I-T SP-I-T 8 W 10, 4' G 17.3-100 30' 20' 15' 160W SV-I -T I-MAS SP-I-T B W 9' 4' Pala H I -A 10, - TV-2-T SP-I-T 2 N 10' 4' EXACT POLE LOCATIONS TO BE DETERMINED BY ENGINEER IN THE FIELD. POTHOLE POLE FOUNDATION LOCATIONS PRIOR TO ORDERING POLES. ALL EQUIPMENT SHALL BE NEW. PEDESTRIAN SIGNAL HOUSING SHALL BE METAL TYPE; COUNTDOWN PEDESTRIAN SIGNAL FACE MODULE SHALL BE LED TYPE. ■ PEDESTRIAN PUSH BUTTONS SHALL BE ADA COMPLIANT, PIEZO TYPE LATCH BUTTON WITH INDICATOR LIGHT. • I.I.S.N.S. MOUNTED ON SIGNAL MAST -ARM PER COUNTY OF RIVERSIDE STANDARDS. SEE CONSTRUCTION NOTE 5. QUADRANT PEDESTRIAN PUSH BUTTON LOCATION 04 � Za, wl 2i ggp O 02 \ 7 i 6 SEE CABINET DETAIL PROPOSED GUARDRAIL-J I FUTURE PRIVATE DRIVEWAY MAINTENANCE AGREEMENT AGREEMENT FOR TRAFFIC SIGNAL AND SAFETY LIGHTING MAINTENANCE BETWEEN THE COUNTY OF RIVERSIDE AND PECHANGA BAND OF LUISENO INDIANS FOR THE TRAFFIC SIGNAL ON PALA ROAD BETWEEN LIRA ROAD AND RAINBOW OAKS ROAD. SIGNED AGREEMENT DATED: DECEMBER 17, 2019 NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. The p*tl zopeer gIgnIp" *30 alms, is resporeable for assunng the accuracy ono <CLCD ! tl, I' ! fg ieF I1 the emnt I diFr,­,ygra Etq 7 1I aprmrst � lo�nq „a �7rrPoan, the oriac 2t s .. iW.i � MARK BY DATE -?Vpr,3fblr v Tete,''nlnaa o 2e** Solufiol and Iie plans for ENGINEER REVISIONS asp rv� ; ova APPR. DATE COUNTY SEAL —ENGINEER �o V%of ESSjo W �� A c� No. 52916 H = rr CIVIL (TOP VIEW) SPECIAL BOLT DRILL & TAP 5/8" HOLE IN MAST ARM PROP. AC BERM SEX. R/W PER PM 6708-1 PMB 36/57.62 CABINET DETAIL MODEL 721 OPTICAL DETECTOR SET SCREWS MAST ARM STRAP/CLAMP EVP DETECTOR MOUNTING DETAIL N.T.S. EX. R/W PER PM 6708-1 PMB 36/57-62 PROP. AC BE NEW 2"C, I DLC #ST _`�EX. R/W PER PM 6708-1 PMB 36/57-62 3#10 (SERVICE, GFCI) NAIRE) AND 2#12(IISNS) u W CURB/BERM FLOW LINE OR EDGE OF SHOULDER 0 z o� W SCR z� S r- 1 TYPICAL SIGNAL POLE PLACEMENT UNLESS DIMENSIONED ON PLANS SIGNAL STANDARD PLACEMENT DIMENSIONS A EQUIPMENT LOCATIONS �MM M M M MM MIMI m I aa000aoa �00000000 �00000000 monsoons ALL CABLES, CONDUCTORS, AND CONDUIT SHALL BE NEW. 1� SCALE: 1" = 10' NOTE: THIS PLAN IS ACCURATE FOR ELECTRICAL WORK ONLY. N URBAN CROSSROADS 260 E. BAKER STREET, SUITE 200 COSTA MESA, CA 92626 TELEPHONE # 949-660-1994 SERVICE ADDRESS: ST."UGHT747122 P4124 ALA RD. MS 4360 I.P. NO. 190025 COUNTY OF RIVERSIDE TRAFFIC SIGNAL PLAN PALA ROAD & PECHANGA MEDICAL CLINIC SHEET NO. Z 6 g c o N SIGNAL ENERGIZED: of 4sHTs sG` SG 1613 APPROVED BY: CARLETON WATERS R.c.E. No. 52916 DATE 2�4�20 FOR: W.O. 12431 COUNTY FILE No. V- 17 SCALE: 111 = 20' EX. R/W PER PMnm6708-1— / 1\1 PMB 36/57 62 (WITH SOLAR FLASHING BEACON) "SIGNAL AHEAD" ( 7 0 W Z Q N W Tn \ U_ 0 N ry n Z W Q CN7 � p p � Z Q Z Z O A Q N Z W � p CC O U LI.1 J m Q Air— ui J W n Z Q U Z = W F_ SCALE: 1" = 40' 2 � W 1n Z 0 20 40 80 120 160 CC Q � J O 0 57 O O PROP. CURB ",„,NG R26 (CA) IP TIME 200' UONLYONLY R61-19 (CA) EIP TYPE IV (L) TYPE IV (R) 50, 325' 420' � PROP. AC BER PALA RD, 360'MTYPE IV (L) 50' C STRIPING CONSTRUCTION NOTES Ol INSTALL 12" WHITE REFLECTIVE THERMOPLASTIC CROSSWALK OR LIMIT LINE PER CALTRANS STANDARD PLAN A24F (BASIC). O2 INSTALL 4"/4" DOUBLE YELLOW CENTERLINE PER CALTRANS STANDARD PLAN A20A DETAIL 22. O3 INSTALL 4"/4" DOUBLE YELLOW MEDIAN STRIPING PER CALTRANS STANDARD PLAN A20A DETAIL 29. ® INSTALL 8" WHITE CHANNELIZING LINE PER CALTRANS STANDARD PLAN A20D DETAIL 38. O5 INSTALL 4" WHITE RIGHT EDGELINE PER CALTRANS STANDARD PLAN A208 DETAIL 27B. © INSTALL REFLECTIVE THERMOPLASTIC PAVEMENT MARKING AS NOTED PER CALTRANS STANDARD PLAN A24A. O7 INSTALL REFLECTIVE THERMOPLASTIC PAVEMENT MARKING AS NOTED PER CALTRANS STANDARD PLAN A24D. ® INSTALL BARRICADE PER COUNTY OF RIVERSIDE STANDARD NO. 810. O9 INSTALL 8" WHITE LANE DROP PER CALTRANS STANDARD PLAN A20C DETAIL 37B. ® REMOVE ALL CONFLICTING EXISTING STRIPING, LEGENDS, AND PAVEMENT MARKERS. NOTE: 0 o e Rl WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN Q DIA�� ENCROACHMENT PERMIT AND/OR A BEFORE YOU DIG TWO WORKING DAYS BEFORE YOU DIG A PUBLIC SERVICE BY Q UNDERGROUND SERVICE ALERT te�;�a��R��a:��i�■:r:�y , &!A p The D,*v vwl squ" fsr x,, s wI-sINe for assunng the ,q on: or ejplr Ilir c P es 31 aereor, 'vsgl y disu S,'M m c . ew _,% ao w"Ing COI )_w:v _, twl�; s° T MARK BY DATE resDomb- �Tff�;wing an acceptable awuaon and revising me plum Tor uwww .y ..r 'ourly. ENGINEER REVISIONS APPR.I DATE COUNTY PROP. CURB RIGHttANE I] R3-7 MUST iUXX XIGNi 545' Fo / 4 100 6 TYPE IV (R) PROP. AC BERM 9 190 N y.� `-J5� 360' a FUTURE PRIVATE DRIVEWAY IP W1-7 OM4-3 SIGNING CONSTRUCTION NOTES 3i 320 PROP. At BERM EX EXISTING TRAFFIC SIGN TO BE PROTECTED IN PLACE. IP FURNISH AND INSTALL SIGN (NOTED) AND POST (IF NECESSARY) PER COUNTY OF RIVERSIDE STANDARDS. •nwnuw Ee W3-3 IP (WITH SOLAR E FLASHING BEACON) EX. R/W PER PM 6708.1 PMB 36/57-62 EXIST. AC BERM s �EXIST. A( BERM EX. R/W PER PM 6708-1 PMB 36/57-62 �j EXISTING STRIPING & MARKINGS TO REMAIN. TYP. XISTING STRIPING & MARKINGS TO BE REMOVED REMOVALS BY CONTRACTOR). PROPOSED STRIPING & MARKINGS TO BE INSTALLED BY CONTRACTOR. SEAL -ENGINEER BENCHMARK: NGSURBAN AND PID D79 E. DISK STAMPED Y 260 E. BAKER STREET SUITE 200 LOT 9 CDR 4 CDR 8 1992' FROV, �oQpOFESS/pN�` AND HWY 78 E. 0.7 MI TO Pit �°- toN w fs� COSTA MESA, (A 92626 PALA RD 2.9 MI TO THE YARM T, �� 9f OF PALA RD. IN A STOW �. CROSSROAoS TELEPHONE # 949-660-1994 NATURAL GROUND WITH o t. W c�a Na 52916 � '�' RMrr, ,' is' SE C Ac APPROVED BY: CARLETON WATERS R.C.E. N0. 52916 PALA t �,4E M7R€ CIV1l �e Tk SIDE 0" �rF OF cAUF"�'-�4 DATE 2 4;20 Eltr= �.45' A _ SCAw. SIGNALIZED INTERSECTION MS 4360 I.P. NO. 190025 COUNTY OF RIVERSIDE SIGNING AND STRIPING PLAN PALA ROAD & PECHANGA MEDICAL CLINIC W.O. COUNTY [] 12431 FILE NO. c1 SHEET NO. 4 OF 4 SHTS I ..� N