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HomeMy WebLinkAboutENG-2021-00326 TRAFFIC SIGNAL PLAN NO 21-292-21-294 112 POLE AND EQUIPMENT SCHEDULE- PROPOSED PHASE DIAGRAM SIGN LEGEND: A" W CONDUCTOR SCHEDULE z STANDARDS IIIVEH.SIGNAL MTG. PIED.SIG. P.P.B. POLE LOC. LED CONDUIT RUN NUMBER o CURB BERM FLOW UNE E RETRO REFLECTIVE STREET 01 02 f 0 / AWG SIZE (N) (N) (E) N (E) (E) (E) (E) z NAME SIGN RSNS COMMENTS OR EDGE OF SHOULDER OR POLE OR CIRCUIT o SIGNAL LUMIN. ( ) - t CABLE TYPE Al 0 11 0 Q 0 Q 0 a_ TYPE HEIGHT MA MA MAST ARM POLE MTG. f QUAD A B LUMINARE LLJI � (N) 26-4-100 30' 45' 15' 2-MAS SV-1-T SP-1-T - - 16' 10.5' 250W(EQ) Lemon St F=16' 02P-� NO(J TURN PG POLEFS] - OA R3-4 R73-3(CA) R9-3 / 12 QB -----------_ 1 1 (RS) 17-3-100 30' 20' 15' PJ", SV-1-T SP-I-T - - (E) (E) 25OW - 05 06 07 08 36"X36' ONDU 18'X78' 36"X36" - (E) OB PPB 3'-10" - - - - - 2 W E E - - - 06P I < I O - - - - - O �-----► �/�Ny (E) © 15TS 30' - 15' - _1_ N y_1_T(E - - - (E) (E) 2SOW' - - ~ OL� a B.C.R. (N) OO 17-3-100 30, 20' 15' MAS SV-1-T - - - ITS 5' 250W(EQ) Mission Trail - "B" (D 1-1_1 _ _1_ (E) 1-A 10 E ' - - - TV-2-T SP-I-T 2 E () (EE) - - - AM: FOR AND"B'DIMENSIONS,SEE POLE SCHEDULE © -1 1 1 1 1 1 0 OR AS DIRECTED BY ENGINEER (N) 26-4-100 30' 45' 15' 2-MAS SV-1-T SP-1-T - - 4' 4.5' 250W(EQ) Lemon St F=16' (TYPICAL SIGNAL POLE PLACEMENT, UNLESS SHOWN ON PLANS) 3 _ _ ® SIGNAL STANDARD PLACEMENT DIMENSIONS CONWCTOR I - --1-1----7'-y- (RS) 24-4-100 30' 35' 15' - SV-2-T - - - (E) (E) 25UW Lemon Sl AND EQUIPMENT LOCATIONS TOTAL 1_ 1 44 6 2 1 1 3Z1 3 2 9 q (N) © 1-A 10' - - - N-2-T - 6 E 5' 2.5' - - - #10 LUMINAIRES 2 2 2 2 - 2 2 - (E) 0 17-3-100 30' 20' 15' (N)MAS-4B (N)SV-3-TA (N)SP-1-T - - (E) (E) 250W Mission Trail - 18 BOND WIRE 1 1 1 1 ❑1 ❑1 E] - (N) 0 PPB POST 4'-7" - - - - - 6 E 1.5' 7' - - - VANTAGE VIDEO DETECTION COAXIAL CABLE 1 1 2 3 - 1 1 4 ❑=EXACT POLE LOCATIONS DETERMINED BY FIELD ENGINEER;POTHOLE POLE FOUNDATIONS PRIOR TO ORDERING POLES (N)=NEW(E)=EXISTING(RL)=RELOCATE(RS)=REMOVE AND SAT'.`I 6EMERGENCY VANTAGE VIDEO DETEDEIIECCTOR CABLE POWER CABLE 1 1 2 3 - 1 1 4 ICLE OPTICOM DETECTOR CABLE 1 1 2 3 - 1 1 4 -EMPTION _ _ •=EXISTING H.P.S.V.LUMINAIRE I ECTOR 12 PAIR#19 INTERCONNECT CONDUIT SIZE 3" 4" 3" -3 3" 3" 3" -4X FILL 10 10 32 25 13 22 29 21 TRAFFIC SIGNAL GENERAL NOTES: PROP.C/ I PROP.AC BERMMAST ARM (E)=EXISTING; (N)=NEW ❑ = DENOTES EXISTING CABLE 1. ALL WORK, MATERIAL,AND EQUIPMENT SHALL CONFORM TO THE REQUIREMENTS OF THE II 3M OPTICOM MODEL 721 NOTE: CONTRACTOR SHALL MOP, BRUSH,AND BLOW EXISTING CALIFORNIA DEPT. OF TRANSPORTATION, STANDARD PLANS AND STANDARD SPECIFICATIONS DATED PROP.S/W 11' 11' 6' 11' 11' CONDUITS PRIOR TO THE INSTALLATION OF CABLE. EMERGENCY VEHICLE PRE-EMPTION 2018,THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CA MUTCD 2014),THE I NOTE:ALL CONDUCTORS SHALL BE NEW. REMOVE EXISTING COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT REQUIREMENTS, THE CITY OF LAKE ELSINORE c c DETECTOR MOUNANG DETAIL CONDUCTORS. REQUIREMENTS, AND THE SPECIAL PROVISIONS FOR THIS PROJECT. N.T.S 2. UTILITIES SHOWN ON THESE PLANS ARE CORRECT AND ACCURATE TO THE EXTENT OF AVAILABLE 3 I DETAIL 'D' RECORDS AND KNOWLEDGE.THE CONTRACTOR, HOWEVER, IS REQUIRED TO ASCERTAIN THE EXACT 18, LOCATION OF UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICE.THE CONTRACTOR SHALL BEAR THE TOTAL © �� CONSTRUCTION NOTES"" EXPENSE OF REPAIR OR REPLACEMENT OF ANY UNDERGROUND FACILITIES DAMAGED BY HIS MISSION TRAIL OPERATION. PHONE UNDERGROUND SERVICE ALERT 811 MINIMUM 48 HOURS IN ADVANCE. 6 Q MAINTAIN EXISTING NEMA TS2 TYPE 2 CONTROLLER IN F OH EXISTING CONTROLLER CABINET. 3. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ALL UTILITY COMPANIES \so\ \ PROP.S/W PROP.C/ O 1 _ 14 PROP.AC BERM EX.AC BERM AND UNDERGROUND SERVICE ALERT A MINIMUM OFF HOURS PRIOR TO START OF CB I ❑2 FURNISH AND INSTALL TYPE III-CF DUAL METER CONSTRUCTION. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE ALL T \\\\ - -PROP. R/W- - _ X. R/W- - 120V 240V 200 AMP METER SERVICE EQUIPMENT PHASES OF CONSTRUCTION WITH THE VARIOUS UTILITY COMPANIES INVOLVED INCLUDING SCE. `k - - - 14 AB - TT_i - _o6 PROP. C/G / - k ENCLOSURE W/PHOTOELECTRIC UNIT. PROPOSED 6 2 `4. THE CONTRACTOR SHALL POTHOLE PROPOSED TRAFFIC SIGNAL POLE LOCATIONS FOR BREAKERS INCLUDE:- UNDERGROUND UTILITY CONFLICTS PRIOR TO ORDERING POLES. TC-1: 100A MAIN LS-3: 100A MAIN 12 pis RS EE DETAIL `086-� EX. R9-3 15A(VIDEO) 20A(IISNS) s.,a 50A(SIGNAL) 30A(LIGHTING) � e 5. ALL TRAFFIC SIGNAL EQUIPMENT SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR - ��2?tl SEE DETAIL'B' UNLESS OTHERWISE SPECIFIED. s0 - -� z �' PEDESTAL 3-N-f6( ) 22 - -EX. R/W- 15A(PEV) E N.R3- EX. EV o ❑3 INSTALL 3"C W/PULLROPE TO PROPOSED SERVICE POINT. 6. ALL RED,YELLOW,AND GREEN SIGNAL INDICATIONS,AND PEDESTRIAN INDICATIONS SHALL BE CONTACT SCE PRIOR TO BEGINNING WORK. i LIGHT EMITTING DIODE (LED). SIGNAL LENSES SHALL BE 12"WITH BLACK METAL HOUSING, ;o ®2-Nf6(14) ® FURNISH AND INSTALL MAST ARM MOUNTED SIGN PER CALTRANS "u TUNNEL VISORS,AND BACKPLATES. e's %^'w =cv %<"w 1t, za w _q w ( ) 1 STANDARD PLAN ES-7N, DETAIL U. Q cry A� 1-S-05 7. THE LOCATION OF SIGNAL POLES, CABINETS,AND OTHER EQUIPMENT SHOWN ON THE PLAN IS I 10 RL I -26W 1-N-f6(6) ❑5 FURNISH AND INSTALL OPTICOM DETECTOR MODEL 721 AND 3M APPROXIMATE. THE EXACT LOCATION SHALL BE DETERMINED IN THE FIELD BY THE ENGINEER OR o 1-5-65(18) RL R73�(ELSINORE CA) 1-N-01(1)'- MODEL 138 DETECTOR CABLE. INSTALL PER DETAIL V. ENGINEER'S REPRESENTATIVE. - 01 I 05 CITY OF _ © FURNISH AND INSTALL#6 PULLBOX. 8. STREET NAME SIGNS SHALL BE EDGE-LIT LED IISNS PER COUNTY OF RIVERSIDE STANDARD 1200. -- 00+ L N 3-S-f2(18) CITY OF OA1AR 10 RL 10 00+56 00 9 �7 FURNISH AND INSTALL VIDEO CAMERA ON SIGNAL MAST ARM. IISNS SHALL HAVE WHITE LETTERS ON BLUE BACKGROUND WITH CITY LOGO AND "CITY OF LAKE 1-S-0200)® 02 it f FURNISH AND INSTALL VIDEO DETECTION PROCESSOR AND ELSINORE"BELOW STREET NAME. 9 3-5-02(18) \ 4 N 345 TO BMY(( � 4 EXTENSION MODULES (ITERIS VANTAGE EDGE 2) IN CABINET IN RL R3-4 OF X-WAIT( `-F-- - ACCORDANCE WITH MANUFACTURER REQUIREMENTS INCLUDING 9. PEDESTRIAN SIGNAL FACES SHALL BE LED COUNTDOWN TYPE. 2SS3f2(10) 0„9 ,,,g o 4 R3 4 RS 11 RL 14 "' CABLING FROM CAMERA LOCATIONS TO CONTROLLER CABINET 3 N 0 7 F9 AND ALL APPURTENANCES NECESSARY TO PROVIDE THE 3 'A' S D NL INTENDED OPERATION AS APPROVED BY THE ENGINEER. 1 a o 10. PEDESTRIAN PUSH BUTTONS SHALL BE APS PUSH BUTTONS WITH INTERNATIONAL SYMBOL SIGN - i PLATE PER BUTTON C SIGN SPECIFICATIONS R10-3e WITH BRAILLE. CONTRACTOR SHALL PROVIDE DETAIL B' �EXX.S7Wi /sue- s u� ' - T ® INSTALL NEW 2"C WITH 2-#10 FOR LUMINAIRES AND 1-#8 FOR APS PUSH BUTTON CONFIGURATOR DEVICE IN CONTROLLER CABINET. ' _ i _ _ M.z� ,� T TRACE. 15'TO BACK "..` .. z i„11. ALL NEW CONDUIT SHALL BE 3" PVC UNLESS SHOWN OTHERWISE. OF LIMIT UNE 02+OL A" b -01 A 12 R9-3 M„z _ ❑9 INSTALL NEW 2"C WITH 2-#6 FOR SIGNALS AND 1-#8 FOR - 07 I TRACE. 12. CONTRACTOR SHALL PLACE CONDUIT BY JACKING OR DRILLING UNLESS APPROVED BY CITY -- - ----- - 0 RELOCATE EXISTING 3M OPTICOM DETECTOR MODEL 721 TO ENGINEER OR HIS REPRESENTATIVE. EX. R/W 8 NEW POLE. MOUNT ON MAST ARM. 13. ALL TRAFFIC SIGNAL DETECTION, SIGNING, PAVEMENT MARKINGS,AND STRIPING FOR ALL �X R/WEX R9-3 OO 1 {X' R/W_ - 11 RELOCATE EXISTING VIDEO DETECTION CAMERA TO NEW POLE. EX.2"C(1-12PR#19 IC EX.2"C(1-12PR#19 IC g X. R/W- MOUNT ON MAST ARM. DIRECTIONS SHALL BE COMPLETED PRIOR TO TRAFFIC SIGNAL ACTIVATION. cj - TO CONTROLLER AT MISSION TRAIL - - g EX.2°C(1-12PR#19 IC EX.C/G AND CORYDON ROAD EX. C/G CB �' 3 2 / 12 FURNISH AND INSTALL POLE MOUNTED SIGN PER CALTRANS 14. CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDELINE ONLY. IT SHALL BE THE O STANDARD PLAN RS4. CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS REQUIRED FOR THE F6 £ ® n C lO EX. 2"C(1-12PR#19 IC) INTENDED OPERATION. I I r O B TO CONTROLLER AT MISSION TRAIL 13 REPLACE EXISTING 3 SECTION VEHICLE HEAD WITH NEW 5 08 AND OLIVE STREET SECTION VEHICLE HEAD, PER DETAIL'A'. 15. ALL WIRING AND EQUIPMENT SHALL BE MARKED (TAGGED) WITHIN THE CONTROLLER CABINET FOR EX, S/W I I` EE DETAIL'C' /� 14 FURNISH AND INSTALL PEDESTRIAN BARRICADE PER CALTRANS PHASE IDENTIFICATION. DETAIL 'A' DETAIL Y EX.C/G 1t�' p5' DETAIL 'C' STD. PLAN ES-7Q, 16. UNDERGROUND SIGNAL LIGHT CONDUCTORS SHALL NOT BE SPLICED. 0' i� I °, 44. �,' CALTRANS STD. NOTES 17. SEE CALTRANS STD. PLAN ES-1A AND ES-113 FOR SYMBOL AND ABBREVIATION LEGEND. O RED 04 O RED 4' O RED I ® ABANDON,IF APPLIED TO CONDUIT,REMOVE CONDUCTORS. 18. ALL VEHICLE DETECTION SHALL BE VIDEO DETECTION EXCEPT FOR ADVANCE LOOPS OR RADAR I ® INSTALL NEW CONDUIT INTO EXISTING PULLBOX. DETECTION. DETECTION ZONES FOR VIDEO DETECTION SYSTEM ARE SHOWN AS A GUIDELINE ONLY O YELLOW 04 O YELLOW I I I 12" O YELLOW ® CONNECT NEW CONDUIT TO EXISTING CONDUIT. AND ARE NOT A PHYSICAL INSTALLATION. = SCALE: 1" = 20' 12" w I O ® EQUIPMENT OR MATERIAL TO BE REMOVED AND BECOME THE 19. ALL SALVAGED EQUIPMENT NOT REUSED PER PLAN SHALL BE DELIVERED TO THE CITY OF LAKE * EX. E/P I I I W ` O PROPERTY OF THE CONTRACTOR. ELSINORE CITY YARD UNLESS OTHERWISE DIRECTED BY THE ENGINEER IN THE FIELD. 12.. O GREEN 04 O GREEN I EX. E/P `1' GREEN 10 0 10 20 30 ® RELOCATE EQUIPMENT. ®20. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE VIDEO DETECTION CAMERA, EVP, CCTVGREEN REMOVE AND SALVAGE EQUIPMENT. I I I I I I � CAMERA,AND OTHER SPECIAL EQUIPMENT MANUFACTURER'S REPRESENTATIVES AT THE SITE O YELLOW OL"A" O * I ACCEPTANCE BY THE CITY OF WILDOMAR IS ONLY FOR IMPROVEMENTS IN DURING INITIAL TRAFFIC SIGNAL TURN-ON/ACTIVATION. THE CITY OF WILDOMAR RIGHT-OF-WAY. OGREEN OCA" *GREEN INDICATIONS CITY OF WILDOMAR • ARE SIMULTANEOUS PUBLIC WORKS DEPARTMENT • a a s SERVICE ADDRESS Know what's below. Call before you dig. jApproved BB 9/14/2021 E N G-2021-00326 ACCEPTED BY DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE TJW ENGINEERING,INC. SEAL BENCHMARK: MARK REVISIONS APPR. DATE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND DRAWN BY: JW 04/07/21 CITY OF LAKE ELSINORE SHEET STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE Traffic Engineering& o ppoF E55�oNq( BM E-12-70 Transportation Planning Consultants lQ¢ Fc DESIGNED BY: JW 04/07/21 BENCHMARK IS 0.8 MILES NORTHEAST ALONG RAILROAD 9841 Irvine Center Dr.,Suite 200,Irvine,CA 92618 `Yy CANYON ROAD FROM INTERSECTION OF INTERSTATE 15. TRAFFIC SIGNAL PLAN 3 b 949 878-3509 f:949 878-3593 cy m CHECKED BY: SZ 04/07/21 ( ) ( ) 373 FT. NORTHWEST OF RAILROAD CANYON ROAD, 3.0 OF } 9-14-2021 wwwAjwengineering.com No.69467 RECOMMENDED BY: SOUTH OF P.P.#14090 CWT, 1 FT. NORTH OF MARKER LEMON STREET SHEETS * ExD.6/30122 * POST MARKED E-12-70 MON HABIB,RCE NO.83156 DATE e C1V1V Q SCALE: ,°=40 AT MISSION TRAIL FILE No. CITY ENGINEER /�(,1Lk $(�p�Z,t2,( rgTE oe� CITY OF LAKE ELSINORE 0r caue DATE: - ELEV. 1296.095-1970 ADJ. (NGVD29) 21_292 THOMAS JOSEPH WHEAT R.C.E.No.69467 E%D.6/30/22 PLOTTED BY:John Stallworth DATE:Aug.05,2021 12:53:01 PM FILE:CAUsersyohn\Dropboz(TJW Engineering Inc.)\TJW Projects(2)\RDP Projects\RDP-21-001\RDP21001 Mission Trail SS TS C.dwg POLE AND EQUIPMENT SCHEDULE- EXISTING PHASE DIAGRAM CONSTRUCTION NOTES: CONDUCTOR SCHEDULE STANDARDS VEH.SIGNAL MTG. PED.SIG. P.P.B. POLE LOC. H.P.S.V. CONDUIT RUN NUMBER o �1 MAINTAIN EXISTING TRACONEX MODEL 390 CONTROLLER IN AWG SIZE E RETRO REFLECTIVE STREET 01 02 03 04 EXISTING TYPE P CABINET. OR POLE OR CIRCUIT (N) (E) (E) (L) (L) (L) (L) (E) (E) z COMMENTS OL"A QQQQQQQQQ SIGNAL LUMIN. NAME SIGN(RSNS) II CABLE TIDE TYPE HEIGHT MA MA MAST ARM POLE MTG. 0 QUAD A B LUMINARE ai� �2 MAINTAIN EXISTING TYPE III-CF SERVICE EQUIPMENT ENCLOSURE. 1 2 3 4 5 6 7 8 9 (E) 19-4-100 30' 30' 15' MAS SV-1-T SP-1-T 4 N (E) (E) 250W Corydon Rd - si POLE - �3 MAINTAIN EXISTING SERVICE POINT CONNECTION. CITY TO 12 O _-__ (E) Q 1-A 10' - - - TV-1-T SP-1-T 6 E (E) (E) - - - PROVIDE IX. SCE CONNECTION POINT. CONDUCTOR -- (RD© PPB 3'-10" - - - - - 6 E (E) (E) - 05 06 07 08 ® RELOCATE EXISTING 3M OPNCOM DETECTOR MODEL 711 TO NEW © (RS)OD 26-4-80 30' - 15' - SV-1-T - - - (E) (E) 25OW - OIL B I --06P-- POLE. MOUNT ON TOP OF POLE.RELOCATE _- ---- ---- • - - POLE. MOUNT OIN LUMINAIRE RM.NG VIDEO CAMERA TO NEW O _ _ (N) QE 15TS 30' - 15' - SV-1-T - 6 E i6' 5' 250W(EQ) 1 1 1 _ _ - - - (RL)QF 1-A 10' - - - TV-2-T SP-I-T - - - 15'(N) 5'(N) - - - © FURNISH AND INSTALL#6 PULLBOX. G 2 O _ --_- (E) © 26-4-80 30' 45' 15' 3-MAS SV-2-TB - - - (E) (E) 25OW Corydon Rd - H - - -___2_ FURNISH AND INSTALL POLE MOUNTED SIGN PER CALTRANS 3 _ _ _ _ _ STANDARD PLAN RS4. Offift CTpt I - - - - 1 1 1 - - (E) 24-3-80 30' 35' 15' MAS SV-3-TB SP-I-T - - (E) (E) 250W Mission Trail - \ TOTAL 1_ 1 3 2 2_4 1 8¢8 4 (E) QI PPB S-10" - - - - - 4 S (E) (E) - - - \ \ REQUIREMENTS.REA UST V DETECTION ZONES PER MANUFACTURER'S #12 P.E.CONTROL - - - - - - 6 - 6 � <^ ❑=EXACT POLE LOCATIONS DETERMINED BY FIELD ENGINEER;POTHOLE POLE FOUNDATIONS PRIOR TO ORDERING POLES (N)=NEW(E)=EXISTING(RL)=RELOCATE(ITS)=REMOVE AND SALVAGE >< ® ABANDON,IF APPLIED TO CONDUIT,REMOVE CONDUCTORS. #10 LUMINAIRES - �2 2 2 2 2 - - 2 1=NEW LED LUMINAIRE o ® #8 BOND WIRE 1 1 1, 1 1 1 1 1 1 2 - - CONNECT NEW CONDUIT TO EXISTING CONDUIT. �. #6 SERVICE - - - - - - - 3 - A" W \ r ® EQUIPMENT OR MATERIAL TO BE REMOVED AND BECOME THE - _ �\ PROPERTY OF THE CONTRACTOR. OPTICOM DETECTOR CABLE - 1 1 1 2 3 3 - TRAFFIC SIGNAL GENERAL NOTES: ^ f RL RELOCATE EQUIPMENT. VANTAGE VIDEO DETECTION COAXIAL CABLE - �1 1 1 2 4 4 - - CURB BERM FLOW ONE \ c\ rr�, �O _ _ - 1. ALL WORK, MATERIAL,AND EQUIPMENT SHALL CONFORM TO THE REQUIREMENTS OF THE OR EDGE OF SHOULDER _ _ VANTAGE VIDEO DETECTION POWER CABLE 1 1 1 2 4 4 CALIFORNIA DEPT. OF TRANSPORTATION, STANDARD PLANS AND STANDARD SPECIFICATIONS i t �f \ \\ \lo_ CONDUIT SIZE 3" 3" 3" 3" 4" -4 -4 2" 2" DATED 2018,THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CA MUTCD �° �{ \ 'S�\ '£� %FILL 6 17 241 15 181 18 1 18 7 6 2014),THE COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT REQUIREMENTS,THE CITY OF LAKE ELSINORE REQUIREMENTS,AND THE SPECIAL PROVISIONS FOR THIS PROJECT. / '� O ` �� \so \ PROP.C/G (E)-EXISTING; (N)=NEW = DENOTES NEW CABLE z, NOTE: CONTRACTOR SHALL MOP, BRUSH,AND BLOW EXISTING 2. UTILITIES SHOWN ON THESE PLANS ARE CORRECT AND ACCURATE TO THE EXTENT OF / Y0' �'L \ PROP.S/W CONDUITS PRIOR TO THE INSTALLATION OF CABLE. AVAILABLE RECORDS AND KNOWLEDGE.THE CONTRACTOR, HOWEVER, IS REQUIRED TO ASCERTAIN THE EXACT LOCATION OF UNDERGROUND FACILITIES PRIOR TO DOING WORK B.C.R. - -- -- + THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICE.THE CONTRACTOR - O e s\ SHALL BEAR THE TOTAL EXPENSE OF REPAIR OR REPLACEMENT OF ANY UNDERGROUND �" FACILITIES DAMAGED BY HIS OPERATION. PHONE UNDERGROUND SERVICE ALERT 811 y0g; FOR'A'AND"8'DIMENSIONS,SEE POLE SCHEDULE c\ A '� w MINIMUM 48 HOURS IN ADVANCE. EX.AC BEAR I i v/)I ., 'Pp OR AS DIRECTED BY BIGINEER 'v CC A (TYPICAL SIGNAL POLE PLACEMENT,UNLESS SHOWN ON PLANS) 3. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ALL UTILITY SIGNAL STANDARD PLACEMENT DIMENSIONS SEE DETAIL'A' 4+OLe r �_„ �� I 4 COMPANIES AND UNDERGROUND SERVICE ALERT A MINIMUM OF 48 HOURS PRIOR TO / 0 1 START OF CONSTRUCTION. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO AND EQUIPMENT LOCAAONS i? ' ✓' COORDINATE ALL PHASES OF CONSTRUCTION WITH THE VARIOUS UTILITY COMPANIES C G / O EX. / INVOLVED INCLUDING SCE. I✓ ' ✓ I -—- "�, EX. S/W 3 Y II II��I I f 6 OF \ \yes PROP.C/G 4. THE CONTRACTOR SHALL POTHOLE PROPOSED TRAFFIC SIGNAL POLE LOCATIONS FOR 3 2 11 i it I �( I C~ 7 -3 11 UNDERGROUND UTILITY CONFLICTS PRIOR TO ORDERING POLES. 6 06P 04 v v , I� , PROP.S/W X. R/W- - - I `�' `� IRS - \ SEETNL'A' \ ROP. R/W- 5. ALL TRAFFIC SIGNAL EQUIPMENT SHALL BE FURNISHED AND INSTALLED BY THE I ROP. R/W II - CONTRACTOR UNLESS OTHERWISE SPECIFIED. �� Tom- �6+0L"A 2 ��' "Y� 6 " 1� 6. ALL RED,YELLOW,AND GREEN SIGNAL INDICATIONS,AND PEDESTRIAN INDICATIONS SHALL L\ 9 h I RE BE LIGHT EMITTING DIODE (LED). SIGNAL LENSES SHALL BE 12"WITH BLACK METAL EX. 2"C(1-12PR#19 IC 7 I SEE DETAIL,'A' I RC 4-N-06 10 OF UNIT LINE „e HOUSING,TUNNEL VISORS,AND BACKPLATES. 7. THE LOCATION OF SIGNAL POLES, CABINETS,AND OTHER EQUIPMENT SHOWN ON THE PLAN ` s , s— i 1 s it _ �� to 2-N-06 IS APPROXIMATE.THE EXACT LOCATION SHALL BE DETERMINED IN THE FIELD BY THE s0 M L__ EX. f13-4 8 d/-06--_n�,.Y ENGINEER OR ENGINEER'S REPRESENTATIVE. - sp— s0 —sD ='O6 I \ f 345'TO BACK 8 B. STREET NAME SIGNS SHALL BE EDGE-LIT LED IISNS PER COUNTY OF RIVERSIDE STANDARD 3-N-06 1200' IISNS SHALL HAVE WHITE LETTERS ON BLUE BACKGROUND WITH CITY LOGO AND OF X-WALK \ 5 \ "CITY OF LAKE ELSINORE"BELOW STREET NAME. - --- � - -- _ ° 05` 9. PEDESTRIAN SIGNAL FACES SHALL BE LED COUNTDOWN TYPE. m,z me 1-S05m>z\ -\` � - m,<zOy-\'T\- '-Mbi'\J OD+OL� m„9EX.oR3-4 m.>z z z 10. PEDESTRIAN PUSH BUTTONS SHALL BE APS PUSH BUTTONS WITH INTERNATIONAL SYMBOL 1-S-02 r SIGN PLATE PER CALTRANS SIGN SPECIFICATIONS R10-3e WITH BRAILLE. CONTRACTOR 3- -02 El�\��-1\1-�y SHALL PROVIDE APS PUSH BUTTON CONFlGURATOR DEVICE IN CONTROLLER CABINET. os '- - - - \ 2`c} --_ 9 .. 9..9 I 9..9 -9..9- �9 I C/- ' a r ���-S_ SEE DETAIL'A' EX. R3-4 11. ALL NEW CONDUIT SHALL BE 3" PVC UNLESS SHOWN OTHERWISE. 1 '> Z-� +0t' 3 SEE DETAIL 12. CONTRACTOR SHALL PLACE CONDUIT BY JACKING OR DRILLING UNLESS APPROVED BY CITY — - i L ENGINEER OR HIS REPRESENTATIVE. m..zl m..zl m„z, �m,a =i------ — II c- - SEE DETAIL C' 13 TRAFFICALL SIGNAL DETECTION, SIGNING, MARKINGS, STRIPING FOR ALL __=_ 0Z �7- DIRECT ONSSHALL BE COMPLETED PRIOR TO TRAFFIC ACTIVATION. ©14. CONDUCTOR SCHEDULE IS FURNISHED AS ANINSTALLATION GUIDELINE ONLY. IT SHALL BE - - X. R/W - - - - - THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS REQUIRED PROTECT IN PLACE EXISTING CONDUIT AND EX.S/W O - - EX. R/W—- X. R/W FOR THE INTENDED OPERATION. PULL BOX FOR FUTURE INTERCONNECT USE EX. C/G MISSION TRAIL 4 EX. 2"C(1-12PR#19 IC) EX. E/P EX C/G 15. ALL WIRING AND EQUIPMENT SHALL BE MARKED (TAGGED) WITHIN THE CONTROLLER EX.AC BER TO CONTROLLER AT MISSION TRAIL CABINET FOR PHASE IDENTIFICATION. AND LEMON STREET EX. 2"C(1-12PR#19 IC) 16. UNDERGROUND SIGNAL LIGHT CONDUCTORS SHALL NOT BE SPLICED. TO CONTROLLER AT MISSION TRAIL AND LEMON STREET 17. SEE CALTRANS STD. PLAN ES-1A AND ES-1B FOR SYMBOL AND ABBREVIATION LEGEND. DETAIL 'A' DETAIL Y DETAIL 'C' 18. ALL VEHICLE DETECTION SHALL BE VIDEO DETECTION EXCEPT FOR ADVANCE LOOPS OR EMERGENCY RADAR DETECTION. DETECTION ZONES FOR VIDEO DETECTION SYSTEM ARE SHOWN AS A VEHICLE GUIDELINE ONLY AND RE NOT A PHYSICAL INSTALLATION. RED 04 RED RED PRE-EMPTION O DETECTOR SIGN LEGEND: 19. ALL SALVAGED EQUIPMENT NOT REUSED PER PLAN SHALL BE DELIVERED TO THE CITY OF O SCALE: 1" = 20' LAKE ELSINORE CITY YARD UNLESS OTHERWISE DIRECTED BY THE ENGINEER IN THE FIELD. O YELLOW 04 O YELLOW 12" O YELLOW 20. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE VIDEO DETECTION CAMERA, EVP, 12' O MAST ARM 10 0 10 20 30 CCTV CAMERA, AND OTHER SPECIAL EQUIPMENT MANUFACTURER'S REPRESENTATIVES AT THE 12 GREEN 04 GREEN* GREEN SITE DURING INITIAL TRAFFIC SIGNAL TURN-ON/ACTIVATION. O ED O El 3M OPTICOM MODEL 711 R3-4 R9-3 ACCEPTANCE BY THE CITY OF WILDOMR IS ONLY FOR IMPROVEMENTS IN O YELLOW OL"A" O GREEN* EMERGENCY VEHICLE PRE-EMPTION 36"X36" 18"X16" THE CITY OF WILDOMR RIGHT-OF-WAY. DETECTOR MOUNTING DETAIL N.T.S CITY OF WILDOMAR O GREEN OL"A" *GREEN INDICATIONS DETAIL 'D' PUBLIC WORKS DEPARTMENT ARE SIMULTANEOUS V s SERVICE ADDRESS Know what's below. Call before you dig. Approved BB9/1472021 ENG-2021-00326 33515 MISSION TRAIL ACCEPTED BY. DATE MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE TJW ENGINEERING,INC. SEAL BENCHMARK: APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND DRAWN BY: JW 04/07/21 CITY OF LAKE ELSINORE SHEET STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE Traffic Engineering& o eeoFE55ioNyz BM E-12-70 Transportation Planning Consultants lQ¢ Fc DESIGNED BY: JW 04/07/21 BENCHMARK IS 0.8 MILES NORTHEAST ALONG RAILROAD 9841 Irvine Center Dr.,Suite 200,Irvine,CA 92618 `Yy CANYON ROAD FROM INTERSECTION OF INTERSTATE 15. TRAFFIC SIGNAL PLAN 3 t 949 878-3509 f:949 878-3593 cy m CHECKED BY: SZ 04/07/21 ( ) ( ) 373 FT. NORTHWEST OF RAILROAD CANYON ROAD, 3.0 OF } 9-14-2021 wwwAjwengineering.com No.ssas7 RECOMMENDED BY: SOUTH OF P.P.#14090 CWT, 1 FT. NORTH OF MARKER CORYDON ROAD SHEETS * Exp.6/30122 * POST MARKED E-12-70 MON HABIB,RCE NO.83156 DATE e 111-1 Q SCALE: ,°=40 AT MISSION TRAIL FILE No. CITY ENGINEER 7 1,_� S(W(zozJ rgTE OF GAO' ELEV. 1296.095-1970 ADJ. (NGVD29) CITY OF LAKE ELSINORE THOMAS JOSEPH WHEAT R.C.E.No.69467 Exp.6/30/22 DATE: - 21—293 PLOTTED BY:John Stallworth DATE:Aug.05,2021 12:57:28 PM FILE:CAUsersyohn\Dropboz(TJW Engineering Inc.)\TJW Projects(2)\RDP Projects\RDP-21-001\RDP21001 Mission Trail SS TS C.dwg SIGNING AND STRIPING GENERAL NOTES: SIGN LEGEND: SIGNING AND STRIPING CONSTRUCTION NOTES: 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE LATEST PROVISIONS SET FORTH IN ;E 1 EXISTING SIGN TO REMAIN. SECTION 84, 'TRAFFIC STRIPES AND PAVEMENT MARKINGS"AND SECTION 85'PAVEMENT IS INSTALL SIGN AND POST. MARKERS" OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION (CALTRANS) STANDARD SPECIFICATION, EXCEPT AS NOTED OTHERWISE IN THE FOLLOWING SPECIAL FOO INSTALL THERMOPLASTIC PAVEMENT MARKING AS SHOWN PER CA-MUTCD STANDARDS. PROVISIONS OR CITY STANDARDS. Fall RL RELOCATE EXISTING SIGN. 2. ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC UNLESS M6-3OTHERWISE NOTED ON APPROVED PLANS. ® REMOVE AND SALVAGE EXISTING SIGN AND POST. 3. THERMOPLASTIC FOR TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE WHITE, YELLOW, M7-1 ❑TX INSTALL THERMOPLASTIC 12-SOLID WHITE LIMIT LINE OR CROSSWALK PER CA-MUTCD STANDARDS. OR BLACK AS REQUIRED, CONFORMING TO CALIFORNIA STATE SPECIFICATIONS AND SHALL BE W3-3 W4-2(R) W2-2(R) ® REMOVE CONFLICTING STRIPING OR MARKINGS BY WET SANDBLASTING PROCESS. REVIEWED AND APPROVED BY THE CITY ENGINEER OR DESIGNEE PRIOR TO APPLICATION. 36"X36" 36"X36" 36"X36" T6 INSTALL THERMOPLASTIC 6'SOLID WHITE LANE LINE STRIPE 4. ALL STENCILS USED FOR PAVEMENT MARKINGS SHALL CONFORM TO THE LATEST 1 INSTALL THERMOPLASTIC 12'SOLID WHITE 45 DEGREE CHEVRON STRIPE WITH 30'SPACING. CALTRANS-APPROVED STENCILING STANDARDS. 12 INSTALL THERMOPLASTIC 6'WHITE LANE UNE SKIP STRIPE PER CALTRANS STD.PLAN A20A-DETAIL 12. 5. THE CONTRACTOR SHALL LAYOUT AND CAT-TRACK THE ALIGNMENT OF THE PROPOSED RIGHT LANE pQ 22 INSTALL THERMOPLASTIC 6'DOUBLE YELLOW CENTERUNE STRIPE PER CALTRANS STD.PLAN A20A-DETAIL 22. STRIPING AT 15 FOOT INTERVALS AND"SPOT°THE PROPOSED PAVEMENT MARKINGS AS CALLED MUST NOT FOR ON THE STRIPING PLANS. STRIPING SHALL VARY NO MORE THAN 1/2 INCH IN 50 FEET 7 INSTALL THERMOPLASTIC 6'WHITE RIGHT EDGE UNE STRIPE PER CALTRANS STD.PLAN A20B-DETAIL 27B. FROM THE SPECIFIED ALIGNMENT. MINOR VARIATIONS MAY BE WANED BY THE CITY ENGINEER NRN RIGHT PASS ONLY ONLY ONL ONLY OR DESIGNEE IN THE FIELD. 29 INSTALL THERMOPLASTIC 6'DOUBLE YELLOW MEDIAN STRIPE PER CALTRANS STD.PLAN A20B-DETAIL 29. R3-7(R) R4-1 R61-13(CA)(MOD) OM1-3 6. THE CONTRACTOR SHALL NOT PROCEED WITH THE APPLICATION OF ANY PAVEMENT MARKINGS 36"X36" 24"X30" 72"X45" 18"X18^ 38 INSTALL THERMOPLASTIC 8'WHITE CHANNELIZING LANE UNE STRIPE PER CALTRANS STD.PLAN A20D-DETAIL 38. AND/OR STRIPING UNTIL THE CAT-TRACKING AND SPOTTING IS CHECKED AND APPROVED BY 40 INSTALL THERMOPLASTIC 6'WHITE EXTENSION LANE UNE PER CALTRANS STD.PLAN A20D-DETAIL 40. THE PUBLIC WORKS INSPECTOR. 7. A CONTINUOUS ONE COAT 3-INCH WIDE BLACK STRIPE SHALL BE PAINTED OR APPLIED O EXISTING SIGNAIJZED INTERSECTION BETWEEN THE TWO YELLOW STRIPES OF A DOUBLE YELLOW TRAFFIC STRIPE.THIS SPECIFICATION APPLIES TO BOTH DOUBLE YELLOW STRIPING AND TWO-WAY LEFT TURN STRIPING DETAILS. LEMON 8. EXCEPT FOR BLACK STRIPING, REFLECTIVE GLASS BEADS SHALL BE UNIFORMLY INCORPORATED STREET CONCURRENTLY WITH THE APPLICATION OF THE MARKINGS/STRIPING.THE GLASS BEADS SHALL 64' BE EMBEDDED IN THE THERMOPLASTIC BEING APPLIED TO A DEPTH OF AT LEAST ONE-HALF THEIR DIAMETERS. 44 20 EX. E/P 9. ANY STRIPING OR PAVEMENT MARKINGS NOT SHOWN ON THE APPROVED PLAN, BUT DEEMED EX. E/P NECESSARY BY THE CITY ENGINEER OR DESIGNEE, SHALL BE INSTALLED BY THE CONTRACTOR 3 PRIOR TO FINAL ACCEPTANCE OF THE IMPROVEMENTS. o' x T6 50' 10. NEWLY APPLIED STRIPING AND PAVEMENT MARKINGS SHALL BE PROTECTED FROM DAMAGE BY X W MISSION TRA/L PUBLIC TRAFFIC OR OTHER CAUSES UNTIL THE THERMOPLASTIC IS THOROUGHLY SET.ANY I\ 38 70' NEWLY APPLIED STRIPING OR PAVEMENT MARKINGS WHICH ARE DAMAGED AS A RESULT OF THE \ EX.S/W IRS W2-2(RI CONSTRUCTION, INCLUDING WHEEL MARKINGS BY PUBLIC TRAFFIC AND CONSTRUCTION EX. C/G EX.S/W 15' 76' EX.C/G PM TYPE IV(R) pM TYPE N L EX,C/G EQUIPMENT, SHALL BE REAPPLIED BY THE CONTRACTOR. ® () �E�W3-3 --- -EX. R/W_ -__ E)R3-7(R) 12 7 EX. E/P `PM'AHEAD' PM'SIGNAL" EX. S/W EX.AC BERM 11. EXISTING TRAFFIC STRIPING AND PAVEMENT MARKINGS THAT DO NOT CONFORM TO THE -- - - _ APPROVED PLAN SHALL BE REMOVED BY WET SANDBLASTING. BLACKOUT OR GRINDING OF XX -TEX. R/W--- ----- XX• 38 ------- - EX IX 125'EXISTING TRAFFIC STRIPING OR PAVEMENT MARKINGS WILL NOT BE ALLOWED. ------ -- EX. R/W___DH'\"_ CRO XX T6 50' Wi-7,OM1-3(E 12. PAVEMENT MARKERS SHALL BE NEW AND INSTALLED PER THE APPROVED PLANS AND XX STANDARD DETAILS. INSTALLATION OF PAVEMENT MARKERS SHALL BE ACCOMPLISHED WITH THE _ USE OF BITUMINOUS TYPE HOT-MELT ADHESIVE SUITABLE FOR BONDING CERAMIC AND PLASTIC 7n 18.0 - CITY OF O _ _ _ - /--V40 MARKERS TO PORTLAND CEMENT,ASPHALTIC CONCRETE,AND CHIP-SEALED ROAD SURFACES. WILDOMAR pis*oo TX 1d*� iv - _ - - _ _ !1 - _ 13. PAVEMENT MARKERS SHALL BE PLACED IN A LOCATION ESTABLISHED BY THE APPLICABLE CffY CALTRANS STRIPING DETAIL NOTED ON THE APPROVED STRIPING PLAN. �' LAKE ELSINORE XX 40 _-_ ___- ___ - _-_- -__ _ - - _ Rf +o*oo �,oe-oo 0 - -- -- TX 14. EXISTING PAVEMENT MARKERS THAT DO NOT CONFORM TO THE APPROVED PLANS SHALL BE - iR f _ _ _ _ _ _ _ cjry 40 REMOVED BY THE CONTRACTOR PRIOR TO ANY CAT-TRACKING OR OTHER WORK RELATED TO TX N XX TYPE IV(R)PM e- p - XX -THE TRAFFIC STRIPING. ----- -- --------- - _� _� � RESTRIPE TX 15. REFLECTIVE BLUE PAVEMENT MARKERS FOR FIRE HYDRANT LOCATIONS SHALL BE INSTALLED _ �X R/W_ XX c _ - - - PER CITY STANDARDS 422A, 422B,AND 422C. - R W- EX.AC BER PROP.AC BER PROP.S/W T6 PROP.S/W ---EX. R/W- PM"SIGNAL' 29 PROP.DWY 16. ALL SIGNS SHALL USE 3M DIAMOND GRADE III REFLECTIVE SHEETING (ASTM TYPE XI). PROP.C/G PROP.C/G PROP.AC BER I PM TYPE IV(R) T6 50' (T./p) 1 So 85' 38 P EX.C/G EX. E/P 17. SIGNS SHALL BE STANDARD SIZE UNLESS NOTED OTHERWISE. 11' 11' '11' 11' 50' EX.S/W PROP.RAISED MED () PM TYPE VII(L) 22 M1-1,M6-3 RL R3-7 R R ""o 18. STREET NAME SIGNS SHALL BE PER CITY STANDARDS 400A AND 400B. 38 "AHD"PM TYPE N(R)PM 19. ALL SIGNS TO BE MOUNTED ON 2-INCH TELESPAR POSTS OR ON EXISTING STREET LIGHTS W3-3 IS M 1� N� 12 EX.AC BETH PER LOCATION ON APPROVED PLANS. SIGNAGE TO BE INSTALLED PER CITY STANDARDS 402, 406A, 406B,AND 409. 12 PRO OP \ 0O A 20. SALVAGED SIGNS AND POSTS SHALL BE DELIVERED TO THE CITY OF LAKE ELSINORE A �O MAINTENANCE YARD. Zr+ O A ez 0>1 PROP.S/W R61-13(CA)(MOD) PROP.C/G R4-1,W4-2(R)RL BOA r� PROP.AC BER EX.AC BERM ACCEPTANCE BY THE CITY OF WILDOMAR IS ONLY FOR IMPROVEMENTS IN THE CITY OF WILDOMAR RIGHT-OF-WAY. CITY OF WILDOMAR PUBLIC WORKS DEPARTMENT • V SCALE: 1" = 40' s Know what's below. ENG-2021-00326 20 0 20 40 60 ACCEPTED BY: Call before you dig. Approved BB 9/14/2021 DATE MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE TJW ENGINEERING,INC. SEAL BENCHMARK: APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND DRAWN BY: JW 04/07/21 CITY OF LAKE ELSINORE SHEET STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE Traffic Engineering oppoF Ess/oNq( BM EHMARK I Transportation Planning Consultants lQ¢ � Fc DESIGNED BY: JW 04/07/21 BENCHMARK IS 0.8 MILES NORTHEAST ALONG RAILROAD 9841 Irvine Center Drive,Suite 200,Irvine,CA 92618 ` `Yy CANYON ROAD FROM INTERSECTION OF INTERSTATE 15. SIGNING AND STRIPING PLAN t:(949)878-3509 f:(949)878-3593 cy m CHECKED BY: SZ 04/07/21 373 Fr. NORTHWEST OF RAILROAD CANYON ROAD, 3.0 OF } 9-14-2021 wwwAjwengineering.com No.69467 RECOMMENDED BY: SOUTH OF P.P.#14090 CWT, 1 FT. NORTH OF MARKER MISSION TRAIL SHEETS * Exp.6/30122 * POST MARKED E-12-70 MON HABIB,RCE NO.83156 DATE er CIVI\- : SCALE: V=40 AND CORYDON ROAD FILE No. CITY ENGINEER �(��- $�9o�2p21 '°Te Of GAO' ELEV. 1296.095-1970 ADJ. (NGVD29) (� CITY OF LAKE ELSINORE THOMAS JOSEPH WHEAT R.C.E.No.69467 Exp.6/30/22 DATE: - 2 q 1-294 PLOTTED BY:John Stallworth DATE:Aug.05,2021 12:52:38 PM FILE:C:\Users\john\Dropboz(TJW Engineering Inc.)\TJW Projects(2)\RDP Projects\RDP-21-001\RDP21001 Mission Trail SS TS C.dwg