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941p_sgCOUNTY OF RIVERSIDE STATE HIGHWAY 79 (fSRimi79MI NCH ESTER ROAD) rM814MR-AF SIGNING &STRIPING PLAN TRAFFIC SIGNAL LOOP MODIFICATION PLAN BERNARDINO SAN BERNARDINO COUNTY SIGNING & STRIPING NOTES & QUANTITIES RIVERSID AUMONT RIVERSIDE COUNTY RONA ANNIN RINGS PROVIDE AND INSTALL TYPE IV WHITE THERMOPLASTIC PAVEMENT ARROW (RIGHT) PER 3 EA. ORANGE NDIO STANDARD PLAN A24A (CALTRANS). COUNTY HEMET DIAANN 'OAC QPROTECT IN PLACE EXISTING 4 -INCH DOUBLE YELLOW STRIPING. 3 PAINT 8 -INCH WIDE WHiTE STRIPING AT A 45 ANGLE SPACED 10 -FEET O.C. 964 L.F. OSAN DIEGO COUNTY IMPERIAL COUNTY PROVIDE AND INSTALL TRAFFIC SiGN AND POST AS NOTED. 6 EA. STRIPE 12 -INCH WIDE WHITE THERMOPLASTIC LIMIT UNE. 80 LF. PROJECT LOCATION MAP PAiNT 8 -INCH WIDE WHITE LEAD-iN LINE AND INSTALL RAISED PAVEMENT MARKERS 600 LF. PER STANDARD PLAN A20D, DETAIL 38 (CALTRANS). OPAINT 4 -INCH WIDE WHiTE SKIP LANELINE AND INSTALL RAISED PAVEMENT MARKERS 1,265 LF. PER STANDARD PLAN A20A, DETAIL 12 (CALTRANS). /INKiAp5tX1! ROAD �$ PAINT 4 -INCH WIDE DOUBLE YELLOW CENTERLINE AND RAISED PAVEMENT MARKERS, PER 1,277 L.F. STANDARD PLAN A20A, DETAIL 29 (CALTRANS), TO BE THERMOPLASTIC WHERE IDENTIFIED. ggg OSANDBLAST/GRIND AND REMOVE ALL CONFLICTING STRIPING. 1,835 LF. 10 PAINT 8 -INCH WIDE WHITE CHEVRON STRIPES PER CALTRANS STANDARDS. 83 LF. PROJECT m LOCATION BUM Ram GPAINT 4-4NCH WIDE YELLOW EDGELINE STRIPE AND INSTALL RAISED PAVEMENT MARKERS 554 LF. PER STANDARD PLAN A20B, DETAIL 25 (CALTRANS). o 12 PAiNT 4 --INCH WIDE WHITE EDGELINE STRIPE PER STANDARD PLAN A20B, DETAIL 27B 941 L.F. 74 (CALTRANS). 13 PAINT 8 -INCH WIDE WHITE SKIP LANELINE AND INSTALL RAISED PAVEMENT MARKERS PER 250 L.F. IIAO RDAD STANDARD PLAN A20C, DETAIL 378 (CALTRANS). 14 PROTECT IN PLACE EXISTING SIGN AND POST. 15 RELOCATE EXISTITC SAFE NGSIGN ND COORDINATE WITH MR. JERRY RV£RA2 EAVICINITY V AP REA(951) 78 NORTHEAST 1/4 TOWNSHIP 7 SOUTH * ALL SIGNING & STRIPING WORK TO BE DONE BY THE CONTRACTOR. RANGE 2 WEST SECTION 6 GENERAL CONSTRUCTION NOTES i. ALL MATERIAL AND WORK SHALL CONFORM TO THE JULY 1999 STANDARD PLANS AND SPECIFICATIONS OF THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION. 2. 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 AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES, THE CONTRACTOR SHAH NOTIFY ALL CONCERNED UTILITY COMPANIES AT LEAST 48 HOURS IN ADVANCE OF EXCAVATION. CALL UNDERGROUND SERVICE ALERT AT (800) 227-2600. HAND DIG UNTIL CLEAR OF OBSTRUCTIONS AS DIRECTED BY THE ENGINEER. 3. SEE CALTRANS STANDARD PLANS ES -1A AND ES -1B FOR SYMBOL AND ABBREVIATION LEGEND. 4. THE COUNTY RIGHT-OF-WAY SHALL BE KEPT CLEAN OF DEBRIS, WITH DUST AND OTHER NUISANCES BEING CONTROLLED AT ALL TIMES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY CLEAN UP ON COUNTY RIGHT-OF-WAY AFFECTED BY HIS CONSTRUCTION. 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 PERMISSION OF THE INSPECTOR. CCS (CALTRANS COORDINATE SYSTEM) 83 CONSTRAINT TO GPS STATION - POINT NO. 109 PER RIVERSIDE COUNTY FIELD BOOK 2208, SURVEY NO. 6278 DIAL YOU DIG NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT" HAS BEEN ISSUED. The private engineer sr"V These plans is responsbe for assuring the accuracy and acceptability of Ire design hereon. in the event of discrepanc es arising after county approval or during construction, the private engineer shall be responsible MARK BY DATE far datennining an acceptable solution and revising the plans for approval by x,o,.,,,,"n, ENGINEER REVISIONS 0 NOT TO SCALE NOT TO SCALE THOMAS GUIDE PAGE 929, GRID B1 Qgpf ESS/o� 9 N� A. pTyd9�F� No. 33950 E*rdm: 06/30/06 Z. DATE rT9r 01 V I V 4F CAL\F COUNTY �I ilk INJWAS ►T,9r COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT APPROVED BY: D iq DATE /�����51•i. KAIyq�� ��� c; rn rn W No. 30560 * Eviratm oa/3t/oa s> c tVt4 qrF of CALI�°�� GENERAL SIGNING & STRIPING NOTES 1. TRAFFIC STRIPES, PAVEMENT MARKINGS, AND RAISED PAVEMENT MARKERS SHALL BE PER THE 2003 MUTCD AND THE 2003 MUTCD CALIFORNIA SUPPLEMENT. 2. ALL SIGNS SHALL BE STANDARD SIZE UNLESS OTHERWISE NOTED ON PLANS. SiGNS SHALL BE INSTALLED ON 4*X4° WOOD POSTS WITH ANCHOR BLOCKS UNLESS OTHERWISE NOTED ON PLANS. 3. ALL STRIPES, SIGNS, AND PAVEMENT MARKINGS SHALL BE REFLECTORIZED. STENCILS FOR PAVEMENT MARKINGS SHALL MATCH COUNTY FEDERAL METRIC STANDARD STENCILS, EXACTLY. ALL STRIPING AND MARKING DETAILS SHAM MATCH CALTRANS STANDARD PLAN DETAILS. 4. ALL CONFLICTING STRIPES AND PAVEMENT MARKINGS SHAH.. BE REMOVED BY SANDBLASTING OR GRINDING. CONFLICTING SIGNS AND RAISED PAVEMENT MARKERS SHALL BE REMOVED. ALL REMOVAL OF SIGNS AND MARKINGS SHALT. BE THE RESPONSIBILITY OF THE DEVELOPER OR APPLICANT. 5. PAINTED TRAFFIC STRIPES AND PAINTED PAVEMENT MARKINGS (IF ALLOWED) SHALL :BE APPLIED IN TWO COATS. PAVEMENT MARKINGS SHALL BE APPLIED IN THERMOPLASTIC FORMAT UNLESS APPROVED OTHERWISE. 6. ALL REMOVED SIGNS SHALL BE SALVAGED AND DELIVERED TO THE COUNTY YARD AS DIRECTED BY THE COUNTY INSPECTOR ON THE JOB SITE. 7. THE COUNTY INSTALLS SIGNS AND PAINTED LANE LINES. INSTALLATION OF SIGNING AND STRIPING SHALL BE IN ACCORDANCE WITH THE APPROVED PLAN WiTH ALL INCURRED COSTS BORNE BY THE DEVELOPER/APPLICANT. THE COUNTY RESERVES THE RIGHT TO REQUIRE ALL WORK TO BE DONE BY THE CONTRACTOR. 8. RAISED PAVEMENT MARKERS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR IN ACCORDANCE WITH THE STRIPING DETAILS SHOWN ON THE SIGNING & STRIPING PLAN AND PER CALIFORNIA STANDARD SPECIFICATION 85-1.06. INSTALLATION SHALL BE COMPLETE WITHIN SEVEN WORKING DAYS OF ROADWAY STRIPING. RAISED PAVEMENT MARKERS ARE TO BE INSTALLED ON ROADWAYS WiTH "EXPRESSWAY" OR "ARTERW CLASSIFICATIONS, OR AS DETERMINED BY TRANSPORTATION. 9. ALL NEW SIGNS SHALL CONFORM TO THE FEDERAL HIGHWAY ADMINISTRATION MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS (MUTCD), 2003 EDITION, AND THE MAY 20, 2004 CALTRANS MUTCD CALIFORNIA SUPPLEMENT. SIGN CODES WITHIN PARENTHESES SHALL REFER TO THE SIGNS CONTAINED IN THE MURCDSL{ L LA SUPPLEMENT. ALL OTHER SIGN CODES SHALL REFER TO THE 2003 MUTCD. ALL SiGN SI S SHALL. BE THE STANDARD SIZE SHOWN IN THEIR RESPECTIVE PUBLICATIONS UNLESS NOTED OTHERWISE ON THE PLAN. 10. ALL WORK WITHIN THE STATE RiGHT-OF-WAY SHALL CONFORM TO THE JULY 1999 STANDARD SPECIFICATIONS AND JULY 2004 STANDARD PLANS AND REVISED JULY 2004 STANDARD PIANS. GENERAL TRAFFIC SIGNAL NOTES 1. ALL PULL BOXES SHAD. BE #5 UNLESS OTHERWISE INDiCATED..OR APPROVED BY THE ENGINEER. MAXIMUM SPACING SHALL BE 200 FEET. 2. ALL SPARE CONDUCTORS SHALL BE CONTINUOUS, WITH 6 FEET OF SLACK IN EACH PULL BOX. 3. DETECTOR LOOP CURB TERMINATIONS SHALL BE TYPE "A" PER STANDARD PLAN ES -5E 4. A MINIMUM OF 2 FEET OF CLEARANCE SHALL BE MAINTAINED BETWEEN TELEPHONE CONDUIT AND ELECTRICAL CONDUITS. 5. A MINIMUM OF 15 FEET OF CLEARANCE SHALL BE MAINTAINED BETWEEN THE CONTROLLER CABINET AND THE SERVICE EQUIPMENT ENCLOSURE. 6. ALL PULL BOXES IN UNIMPROVED AREAS SHALL BE TRAFFIC BEARING. UNIMPROVED AREAS ARE DEFINED AS LOCATIONS NOT PROTECTED BY CURB AND GUTTER. T OBTAIN APPROVAL FOR EXACT EQUIPMENT LOCATIONS PRIOR TO FINAL PLACEMENT. STRIPING LAYOUT (CAT -TRACKING) SHALL BE APPROVED PRIOR TO LOOP DETECTOR INSTALLATION. 8. ALL DETECTOR LOOPS SHALL BE ROUND (6 FOOT DIA.) WITH 10 FOOT MINIMUM SPACING BETWEEN LOOPS IN THE DIRECTION OF TRAVEL AND CENTETjEI3 IN THE LANE UNLESS OTHERWISE INDICATED. INSTALL DETECTOR LOOPS 1 FOOT BEHIND LIMIT LINE OR CROSSWALK UNLESS OTHERWISE INDICATED. LOOPS SHALL. BE TESTED AND APPROVED PRIOR TO FILLING SAWCUTS. 9. ALL CONDUIT SHALL BE 2 INCH RiGiD STEEL UNLESS OTHERWISE INDICATED. ALL CONDUIT PLACED UNDER PAVING SHALL BE INSTALLED WITHOUT OPEN CUTTING. 10. A MINIMUM OF 6 FEET OF SLACK SHALL BE PROVIDED AT EACH PULL 80X, AND 20 FEET OF SLACK SHALL BE PROVIDED AT EACH CONTROLLER CABINET FOR SIGNAL. INTERCONNECT CABLE. 11. ALL VEHICLE INDICATIONS SHALL BE 12 INCH. ALL SIGNAL HEADS AND BACKPLATES SHALL BE METAL WITH LOUVERS. ALL LENSES SHALL BE GLASS. 12. ALL 12 INCH RED, YELLOW, AND GREEN VEHICLE SIGNAL FACES SHALL UTILIZE LIGHT EMITTING DIODE SIGNAL MODULES. 13. ALL PEDESTRIAN SIGNAL FACES (COMBINATION PEDESTRIAN SIGNAL) SHALL UTILIZE LIGHT EMITTING DIXIE SIGNAL MODULES. 14. ALL UNUSED TENONS SHALL BE CAPPED IN A WATERPROOF METHOD AS DIRECTED BY THE RESIDENT ENGINEER. 15. ALL SIGNS, STRIPING, AND MARKINGS SHALL BE INSTALLED AS SHOWN ON THE SIGNING AND STRIPING PLAN. 16, WHERE DAMAGE TO THE STATE FACILITIES IS CAUSED BY THE CONSTRUCTION ACTIVITIES, THE CONTRACTOR SHALL, AT HIS EXPENSE, REPLACE DAMAGED FACILITIES PROMPTLY IN ACCORDANCE WITH APPLICABLE CALTRANS STANDARD SPECIFICATIONS. 17. CONTRACTOR SHALL ARRANGE TO HAVE A SIGNAL TECHNICIAN, QUALIFIED TO WORK ON EMERGENCY VEHICLE PRE-EMPTION (EVP) UNITS, AND EMPLOYED BY THE EVP MANUFACTURER, OR HIS REPRESENTATIVE, PRESENT AT THE TIME WHEN THE EQUIPMENT IS TURNED ON. 18. ELECTRICAL OPERATIONS (909-383-6427•) SWILL BE NOTIFIED AT LEAST 14 DRYS IN ADVMCE OF THE ANTICIPATED WORK COMPLETION. * PLEASE CONFIRM THIS NUMBER WITH THE PERMIT ENGINEER AT THE COMMENCEMENT OF A 14 -DAY PERIOD. 19. ALL SIGNAL HEADS SHALL BE EQUIPPED WITH LED AND BE FURNISHED AND OBTAINED BY THE CONTRACTOR FROM CALTRANS' APPROVED VENDORS. INDEX OF SHEETS: SHEET NOS. DESCRIPTION 1 TITLE SHEET 2 SIGNING & STRIPING PLAN 12 TRAVP1r Clr'.AIAI I (1nP 11nnIFIrATtr1N PI AN CALTRANS PERMIT NO. 08 -04 -6 -MC -4217 BENCHMARK: NUMBER2311 n� �t AGENCY: CITY OF TEMECULA Unil _M� KHR ASS^COATEE^ OESCRION: FROM MTHEIOISC STAMPECAU 9= fl it{J11 ice`„=53 LOCATION: FROM THE BRASS DISC STMPE CALIF. ROAD AND FRONT STREET E ON CONSULTING 1.7 MILES NWON FRONT STREETJEFFERSON AVENUE TO THE INT OF CONSULTING ENGINEERS/SURVEYORS/PLANNERS ����AVENUEANO WINC THEINESTER ,OA WINCHESTER I CHEST RROADLES AND BNTON RORROAD(Eg ETONENTN ROAD TO THEINTOFSE1 .p Newport I .i 11 �+ ♦ r�/� T {�,, /+qA BENTON ROAD.0.5MILES WEST ON eENTON ROAD TO THE TNT. OF BEldTO 4 100 1 V.e pot Place Drive - Suite LVO Tel ��.%y`49) 756-15440 ROAD AND BRIGGS ROAD. IN THE NW OUR � THE lNi. 6 NW OF P.P. X1 1�7E Newport Beach, Callfo is 92660 Fax (949) 756-6444 FOUND ETON LiERGFASS WtTNE WTH �ANESS FIST i W ST OF MONUMENT,ILBOXES, Ir N OF BENTON 16 W BRIGGS. ELEVATION 1335.240 PARED Y: R.C.E. NO.: 30564 SCALE: 2 I� .�� DATE: -42®14A H: 1„_140' V: NAA PM 30474 (CUP 3369) IP 030089 SHEET r COUNTY OF RIVERSIDE STATE HIGHWAY 79 AND BENTON ROAD TITLE SHEET OF 3 COUNTY FOR: W O FILE NO. 08 -04 -6 -MC -0217 EX. EDGEUINE� STRIPE 145 W WINCHESTER ROAD SR - 79 OW -3 BRIGGS ROAD 4 9 9 14 7 8 7 EX EDGE OF 8 12 TYP. 11 11 PAVEMENT 9 TYP + cL 40 20 0 20 40 EX. EDGELINE ___9 --- SCALE IN FEET STRIPE < --- -- ---- -- ---- --- ------ - - - - - - - - - - - - - V EX. EDGEUINE� STRIPE 145 W WINCHESTER ROAD SR - 79 OW -3 4 W9_2 14 EX JR Al 12__--_-®® &tw 12 TYP. 11 11 8 TYP cL 40 20 0 20 40 9 8 ___9 --- SCALE IN FEET < --- -- ---- -- ---- --- ------ - - - - - - - - - - - - - -------------------------- ------ 2 --- -------- ------------- PROP. DWY Q( r 13 ' % EX INLET 7 EX. CURB 12 & GUTTER -1 W4 12 12 A fl 15) d cc 00 3M' - ------- --- 9 ---------- ---- PROP. RIW­ - f 91 7 6 TYP. W74 TIM ROAD 00 I R 40 20 0 20 11 SCALE IN FEET A DIAL BEFORE YOU DIG NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED, The private engineer signing these plans is responsible for assuring the accuracy and acceptability of the design hereon. In the event of discrepancies arising after county approval or during construction, the private engineer shall be responsible MARK BY DATE for determining an acceptable solution and revising the plans for approval by ENGINEER REVISIONS 4 a 114 fT] DATE COUNTY U11I . N R61-13 4%tf ESsIIZ A. No. 33950 06/30/06 OF CA\A 14 SIGNING & STRIPING NOTES * Ol PROVIDE AND INSTALL TYPE IV WHITE THERMOPLASTIC PAVEMENT ARROW (RIGHT) PER STANDARD PLAN A24A (CALTRANS). (D PROTECT IN PLACE EXISTING STRIPING OR PAVEMENT MARKING. PAINT 8 -INCH WIDE WHITE STRIPING AT A 45 ANGLE SPACED 10 -FEET O.C. PROVIDE AND INSTALL TRAFFIC SIGN AND POST AS NOTED. STRIPE 12 -INCH WIDE WHITE THERMOPLASTIC LIMIT LINE. 0 6 PAINT 8 -INCH WIDE WHITE LEAD-IN LINE AND INSTALL RAISED PAVEMENT MARKERS PER STANDARD PLAN A20D, DETAIL 38 (CALTRANS). 7 PAINT 4 -INCH WIDE WHITE SKIP LANEUNE AND INSTALL RAISED PAVEMENT MARKERS PER STANDARD PLAN A20A, DETAIL 12 (CALTRANS). PAINT 4 -INCH WIDE DOUBLE YELLOW CENTERLINE AND RAISED PAVEMENT MARKERS, PER STANDARD PLAN A20A, DETAIL 29 (CALTRANS), TO BE THERMOPLASTIC MERE IDENTIFIED. OSANDBLAST/GRIND AND REMOVE ALL CONFLICTING STRIPING OR SIGNING. 10 PAINT 8 -INCH WIDE WHITE CHEVRON STRIPES PER CALTRANS STANDARDS. COUNTY OF RIVERSIDE 0� TRANSPORTATION DEPARTMENT 44&�, 0 0 APPROVED BY: KA 4 _7 0 0 P (WN o. M30 5 6 0 bpra6an/at/� A 0 MA DATE 4 OF CA AFNDFD DATE 11 PAINT 4 -INCH WIDE YELLOW EDGELINE STRIPE AND INSTALL RAISED PAVEMENT MARKERS PER STANDARD PLAN A20B, DETAIL 25 (CALTRANS). @PAINT 4 -INCH WIDE WHITE EDGELINE STRIPE PER STANDARD PLAN A20B, DETAIL 278 (CALTRANS). @PAINT 8 -INCH WIDE WHITE SKIP LANELINE AND INSTALL RAISED PAVEMENT MARKERS PER STANDARD PLAN A20C, DETAIL 378 (CALTRANS). GPROTECT IN PLACE EXISTING SIGN AND POST. 15 RELOCATE EXISTING SIGN AND POST. COORDINATE WITH MR. JERRY RIVERA, RCTC SAFE COORDINATOR AT (951) 787-7141. ALL SIGNING & STRIPING WORK TO BE DONE BY THE CONTRACTOR. E BENCHMARK: CONSULTING ENGINEERS/SURVEYORS/PLANNERS 4100 Newport Place Drive - Suite 200 Tel (949) 756-6440 Newport Beach, California 92660 Fax (949) 756-6444 PARED-PY: R.C.E. NO.: __---10-560 SCALE: DATE: 1® H- sa O PM 30474 (CUP 33591 IP 030089 SHEET NO. COUNTY OF RIVERSIDE 2 SEE SHEET I STATE HIGHWAY 79 AND BENTON ROAD E SIGNING & STRIPING PLAN OF 3 SHTS W.O. COUNTY FILE NO. 08 -04 -6 -MC -0217 '=40' V: NIA 141 WINCHESTER ROAD / SR - 79 O 1.5'C, 4 -DLC 3 -DLC L 1- 8 BARE t!8 BARE > rs 06 _ .. R73 5 -moi 08Pj w_ 0808 08 08, 11. — �-� I _ (� / l 16J3L I DETAIL A 08 I 1 �. 06 R73-3 r ✓ 01 119U g4U 1YP. 4 InE 1 4m ,o /A r 08 8J&BALI POLE AND EQUIPMENT SCHEDULE STANDARD VEH. SIG. MTG. PED, SIG. PED PUSH BTN. HPS WM RSNS (DOUBLE FACED) INO.1 TYPE I SIGMA. I LUM.MA. mole]p I "F" DIST. ' MTG. PHASE ARROW CONSULTING ENGINEERS/SURVEYORS/PLANNERS 4100 Newport Place Drive - Suite 200 Tel 949 756-6440 { ) Newport Beach, California 92660 Fax (949) 756-6444 55' PENN CMA -48 s 26.2' SV -2 -TA SP -1-T 8 �-- 20OW Winchester Rd/SR 79 19-4-129 30' 12' MAS ©(—" SV -1-T SP -1-T 8 -- 20OW Benton IE29-5-129 15 - 12' - - SV -1-T SP -1-T 2 --► 20OW HIPIPIN 26-4-129 40'12' 17.7' SV -2 -TA - - EmEwmam 20OW Benton 15 - MINOR - - I SV -2 -TA SP -1-T 2 - 20OW - 141 WINCHESTER ROAD / SR - 79 O 1.5'C, 4 -DLC 3 -DLC L 1- 8 BARE t!8 BARE > rs 06 _ .. R73 5 -moi 08Pj w_ 0808 08 08, 11. — �-� I _ (� / l 16J3L I DETAIL A 08 I 1 �. 06 R73-3 r ✓ 01 119U g4U 1YP. 4 InE 1 4m ,o /A r 08 8J&BALI POLE AND EQUIPMENT SCHEDULE STANDARD VEH. SIG. MTG. PED, SIG. PED PUSH BTN. HPS WM RSNS (DOUBLE FACED) INO.1 TYPE I SIGMA. I LUM.MA. I MAST ARM I "F" DIST. I POLE MTG. PHASE ARROW CONSULTING ENGINEERS/SURVEYORS/PLANNERS 4100 Newport Place Drive - Suite 200 Tel 949 756-6440 { ) Newport Beach, California 92660 Fax (949) 756-6444 55' 15' CMA -48 s 26.2' SV -2 -TA SP -1-T 8 �-- 20OW Winchester Rd/SR 79 19-4-129 30' 12' MAS - SV -1-T SP -1-T 8 -- 20OW Benton IE29-5-129 15 - 12' - - SV -1-T SP -1-T 2 --► 20OW 26-4-129 40'12' 17.7' SV -2 -TA - - - 20OW Benton 15 - 12' - - I SV -2 -TA SP -1-T 2 —i► 20OW - UNi ,bs �6 'c 02 IDD10A A-AhE 01 PHASE DIAGRAM ORAL(WVA�BEFOFE MRKiN BEFORE STEADY DEMAND SEQUENCE YOU ING MIT LINE OR BACK 1 ° TRIANGLE F CROSSWALK UNE LOOP PLACEMENT & SAWCUT DETAIL SCALE: NONE TYPE E LOOP DETECTOR SAWCUT DETAIL 1.5'C, 2 -DLC 1 #8 BARE I t J 6J3U v� V 1 6J3U EX. R/W - - 40 20 0 20 40 SCALE IN FEET CONSTRUCTION NOTES: 1® REMOVE AND REUSE EXISTING TRAFFIC SIGNAL PULL BOX. REPLACE PULL BOX IF DAMAGED DURING CONSTRUCTION. ® REMOVE ALL DETECTOR LOOP CABLES TO PULL BOX ADJACENT TO POLE E AND PULL EXISTING CABLES THROUGH NEW CONDUITS, REPLACE CABLE WITH NEW DETECTOR LOOP CABLES FROM CONTROLLER. E REMOVE ALL CONDUCTORS AND CABLES FROM CONDUIT 5 TO PULL BOX ADJACENT TO POLE E AND PULL NEW CONDUCTOR CABLES THROUGH NEW CONDUIT 6 AND EXISTING CONDUIT 5 TO POLE D. REPLACE EXISTING CONDCUTORS AND CABLES WITH ALL NEW CONDUCTORS AND CABLES ALL THE WAY TO THE CONTROLLER. INSTALL. NEW 6 -FOOT ROUND DETECTOR LOOPS AS SHOWN, GENERAL NOTES: 1. FOR ADDITIONAL TRAFFIC SIGNAL INFORMATION, SEE: SIGNAL AND LIGHTING PLAN FOR ROUTE 79/BENTON ROAD (SHEET E-1): CALTRANS PERMIT NO. 08 -03 -N -MC -0247 PREPARED BY: LIN CONSULTING, INC. 21660 EAST COPLEY DRIVE, SUITE 270 DIAMOND BAR, CALIFORNIA 91765 2. ALL WORK HONE WITHIN STATE RIGHT-OF-WAY SHALL CONFORM TO THE JULY 1999 STANDARD SPECIFICATIONS AND JULY 2004 STANDARD PLANS, REVISED JULY 2004 STANDARD PLANS, AND THIS PROJECTS SPECIAL PROVISIONS. 3. ALL SIGNAL HEADS SHALL BE REALIGNED TO WORK WITH NEW STRIPING CHANGES, PER THE SIGNAL AND LIGHTING DESIGN GUIDE NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTILAN A GRADING PERMIT HAS BEEN ISSUED. SEAL -COUNTY QROFESSfO `yE0 A, op. �Fy �9a No. 33950 EVMIW /0 �T9 C I y 1 ��� f CAU 0L'� T Df E COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT APPROVED BY: u SLA d SEAL-INEER QRpFESStp ��Q�c�N. KA(yq���F2 " G9 " No. 30560 } E atw. 03/31/0 sTgT C f Yt L ��P OF CALVE © ��— � M �_ KHR Q88000QTHE BENCHMARK: SEE SHEET 1 CONSULTING ENGINEERS/SURVEYORS/PLANNERS 4100 Newport Place Drive - Suite 200 Tel 949 756-6440 { ) Newport Beach, California 92660 Fax (949) 756-6444 The private engineer signing these plans is responsible for assuring the accuracy and acceptability of the design hereon. In the event of discrepancies arising atter county approval or during construction, the private engineer shall be responsible for determining an acceptable solution and revising the plans for approval by K.e,.,,,,..,,, KHA A. O DATE d d6 ENDED DATE RECOMMENDED PREPARED R.C.E. NO.: 30560 DATE: ��� MARK BY DATE REVISIONS APP E SCALE: V:_ ENGINEER COUNTY PM 30474 CUP 3359) IP 030089 SHEET NO. 3 a COUNTY OF RIVERSIDE n STATE HIGHWAY 79 AND BENTON ROAD TRAFFIC SIGNAL LOOP MODIFICATION PLAN OF 3 SHTS FOR: W.O. COUNTY FILE NO. 08 -04 -6 -MC -0217 2 941 P