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930nn_sgINDEX OF SHEETS: SHEET 1- TITLE SHEET SHEET 2 - TRAFFIC SIGNAL AND LIGHTING PLAN SHEET 3 - DETAILS SHEET 4- STREET IMPROVEMENT PLAN SHEET 5 - SIGNING AND STRIPING PLAN VATIRK6 0 L� A I ii is 1 �� IV E RS I D E 4 8 - • v ! w 42 'N 1:4 "ll K i l l! , :1►� -' .T o 1 1 I RIVERSIDE COUNT ELYTHE H GENERAL NOTES: 1. ALL MATERIAL AND WORK SHALL CONFORM TO THE JULY 1999 EDITION OF THE PLANS AND SPECIFICATIONS OF THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION, IMPERIAL COU 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 SHALL NOTIFY ALL CONCERNED UTILITY COMPANIES AT LEAST 48 HOURS IN ADVANCE OF.EXCAVATION. CALL UNDERGROUND SERVICE ALERT AT (800) 227.2600. ______ _______________________________ _______ _____ ________ 3. THE CONTRACTOR IS REQUIRED TO HAVE A CLASS OROR CLASS 'C -10 "LICENSE AT TIME OF AWARD. i 4. EXISTING PRIVATELY -OWNED IMPROVEMENTS ON PUBLIC RIGHT-OF-WAY SHALL BE PROTECTED OR REPLACED IF DAMAGED, AS DIRECTED BY I I THE ENGINEER. 5. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND REPORT ANY DISCREPANCIES TO THE RESIDENT ENGINEER PRIOR TO THE SAN BERNARDINO COUN COMMENCEMENT OF WORK I TY 1 6. REFER TO RIGHT-OF-WAY MAPS FOR THIS PROJECT WHEN LOCATING PROPERTY OR EASEMENT LINES. 7. THIS PLAN IS NOT DEEMED TO BE AN EXACT REPRESENTATION OF THE ACTUAL GEOMETRY ANDIOR MEASUREMENTS. CONTRACTOR'S FIELD RIVERSIDE COUNTY REVIEW IS REQUIRED. I GENERAL TRAFFIC SIGNAL NOTES: 1. ALL PULL BOXES SHALL BE #5 UNLESS OTHERWISE INDICATED OR APPROVED BY THE ENGINEER. MAXIMUM SPACING SHALL BE 509. 1 60 I 2, ALL SPARE CONDUCTORS SHALL BE CONTINUOUS, WITH IT OF SLACK IN EACH PULL BOX I 3. DETECTOR LOOP CURB TERMINATIONS SHALL BE TYPE W PER STANDARD PLAN ES -5E. 4. A MINIMUM OF 2 FEET OF CLEARANCE SHALL BE MAINTAINED BETWEEN TELEPHONE CONDUIT AND ELECTRICAL CONDUITS, 1 I 5. A MINIMUM OF 15 FEET OF CLEARANCE SHALL BE MAINTAINED BETWEEN THE CONTROLLER CABINET AND THE SERVICE EQUIPMENT ENCLOSURE. I RIVERSIDE ! 6. ALL PULL BOXES IN UNIMPROVED AREAS SHALL BE TRAFFIC - BEARING. i I 7. OBTAIN APPROVAL FOR EXACT EQUIPMENT LOCATIONS PRIOR TO FINAL PLACEMENT. STRIPING LAYOUT (CAT -T CI4fNG) SHALL BE Lli i PROVED PRIOR TO LOOP DETECTOR INSTALLATION. i 1 8. ALL VEHICLE INDICATIONS SHALL BE 12 ALL SIGNAL HEADS AND BACKPLATES SHALL BE METAL WITH LOUVERS, ALL LENSES SHALL BE GLASS. 1 > 1 9. ALL DETECTOR LOOPS SHALL BE ROUND (6 DIA.) WITH 1V MINIMUM SPACING BETWEEN LOOPS IN THE DIRECTION OF TRAVEL AND. CENTERED IN In THE LANE UNLESS OTHERWSE INDICATED. INSTALL DETECTOR LOOPS T BEHIND LIMIT LINE OR CROSSWALK UNLESS OTHERWISE INDICATED. I i MORENO VALLEY i LOOPS SHALL BE TESTED AND APPROVED PRIOR TO FILLING SAWCUTS. 10, ALL CONDUIT SHALL BE 2 INCH RIGID METAL UNLESS OTHERWISE INDICATED. ALL CONDUIT PLACED UNDER PAVING SHALL BE INSTALLED WITH. VAN BUREM BCVp I OUT OPEN CUTTING. 9 ORONA 11. A MINIMUM OF 6 FEET OF SLACK SHALL BE PROVIDED AT EACH PULL BOX, AND 2U OF SLACK SHALL BE PROVIDED AT EACH CONTROLLER CABIN- ET FOR SIGNAL INTERCONNECT CABLE 1 12. ALL 1T RED AND GREEN SECTIONS AND THE RED AND GREEN ARROW SECTIONS SHALL UTILIZE LIGHT EMITTNG DIODE SIGNAL MODULES. PROJECT LOCATION "` " `" I 13. ALL PEDESTRIAN SIGNAL FACES (COMBINATION PEDESTRIAN SIGNAL) SHALL UTILIZE LIGHT EMITTING DIODE SIGNAL MODULES. 1 216 14. ALL UNUSED TENONS SHALL BE CAPPED IN A WATERPROOF METHOD AS DIRECTED BY THE RESIDENT ENGINEER. I GENERAL SIGNING & STRIPING NOTES LL 1. ALL REQUIRED STRIPING (INCLUDING R.P.M.S), PAVEMENT MARKINGS, AND SIGNAGE SHALL BE PROVIDED AND INSTALLED BY THE CONTRACTOR. 1 I 2. ALL STRIPING AND PAVEMENT MARKING REMOVALS SHOWN ON THE PLAN SHALL BE REMOVED BY SANDBLASTING OR GRINDING BY THE CON - 1 TRACTOR AS DIRECTED BY THE ENGINEER. i I 3. THE LOCATION OF ALL SIGNS SHALL BE DETERMINED IN THE FIELD BY THE ENGINEER. j 4. DOUBLE YELLOW STRIPES SHALL HAVE A 3 INCH PAINTED BLACK LINE SEPARATING YELLOW LINES, I I 5. CROSSWALKS SHALL BE 8 FEET IN WIDTH (INSIDE) BETWEEN 12 INCH WIDE THERMOPLASTIC STRIPES. VICINITY MA P 6. TURN ARROWS SHALL BE LOCATED AT THE BEGINNING OF THE TURN POCKET AND AS SHOWN ON THE PLANS OR DIRECTED BY ENGINEER. TOWNSHIP 3 S., RANGE 5 W., SECTION 26 I 7. SIGNS SHALL BE STANDARD SIZE UNLESS OTHERWISE NOTED ON THE PLAN. SALVAGED SIGNS SHALL BE DELIVERED (BY THE CONT C R Thomas Guide Pa a 746, H4 NOT TO SCALE 1 TO THE RIVERSIDE COUNTY MAINTENANCE YARD 2950 WASHINGTON STREET RIVERSIDE, CA. U r g a I--------------- - - - - -- << _ A I �� DESIGN SECTION REVIEWED /CONCURRED RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT PROJECT REFERENCE RECD D BY. APPROVED BY: Y. RidcMcCav 11!19!01 oFE88/ W.O.NO.,, B2 -0471 DATE (- ZG� �3 '/ e, �. 6�,/ ® 3 oQ P 0� _ - __. — — - — - - J C_PEREZ- PLANNIN(�IFNVIRMUMTAI nATe IAWRFNRFTAI (MiJ''"N neTC e� _G� A �' / O,t. `m DRAWN BY: Rick McCav 2120/02 DATE CHECKED BY: Mike Krantz 2/19102 DATE S M M RCE No. 042999 DATE - No. CE 42328 Exp.3.37.04 �3 T yr Civl� � -- 6A — T;: F f C A 1.�v DIRECTOR OF RCE No. 42328 a POLE SCHEDULE STANDARD LUMINAIRE LEGEND SIGNAL MOUNTING PPB NO. TYPE HEIGHT SIGNAL MAST ARM LUMINAIRE MAST ARM VEHICLE PED PHASE QUADRAN —4D-- 26-3 -129 30'(0.1m) 46(13.7m) 16(4.6m) 200W HPSV King. MAS MAS SV 1 - T SP - 1 - T 4 E T 1 -A 10' (3m) - - - - - TV 1 -T SP-IT 6 S 1 08 17 -2 -129 30 15' (4.6m) 15 20OW HPSV Van Buren - MAS SV -1- - 6 S 1 -A _ 10' (3m) - - - - - - TV 2 -T SP -1 -T - - 26 -3 -129 30"(9.1m) 45' (13.7m) 15' (4.6m) 20OW HPSV King MAS MAS SV 1 T SP -1 T - - 1 -A 10' (3m) - - - - - - TV -1 -T - 2 N 17 -2 -129 39(9.1m) 20' (6.1m) 15 20OW HPSV Van Buren - MAS SV 1 -T SP -1 -T 2 N 1 -A 10' (3m) - - - - - - TV -2 -T SP -1 -T 4 E ADDITIONA SEE fntfflkm�TA FOR DETAIL INTERSECTION VAN BUREN BLVD. = STA. 20 + 18, INTERSECTION KING AV. = STA.10 + 00.00 RELOCATED POWER POLE— „I „ „ „ „I „ of w I u " u C7 iil I Z 0111 „ �1 a Jnf UTILITY WARNING SIGN (A 0:,1 a „f �! DO I DLG� Pil CONSTRUCTION NOTES: � 10 FURNISH & INSTALL TYPE 170 CONTROLLER ASSEMBLY. CONSTRUCT FOUNDATION FOR TYPE 332 CONTROLLER CABINET. 4 I 422 FURNISH & INSTALL 120/240 VOLT DUAL METER TYPE III -CF SERVICE EQUIPMENT ENCLOSURE. INSTALL TYPE V PEC IN SERVICE EQUIPMENT ENCLOSURE. °- I ®SERVICE CONDUIT SHALL BE RIGID METAL 3" MINIMUM DIAMETER OR AS' REQUIRED BY S.C.E. LOCATION OF CONDUIT SHALL BE DETERMINED Y S.C.E. I �v zz I ui IN THE FIELD. CONTACT S.C.E. SERVICE PLANNER AT (909) 928 -82V AT LEAST 48 HOURS BEFORE BEGINNING WORK. I s ®v 1 8' ® FURNISH & INSTALL SIGN ON MAST ARM PER CALTRANS STD. PLAN ES -7N, DETAIL "U ". 18' x 12' i , FURNISH &.INSTALL 20C, 2#10 (LUMINAIRE), 2#12 (IISNS). © FURNISH & INSTALL 2"C, 3#6 (SERVICE, GFCI). Mli 20, ' REMOVE STREET LIGHT (BY SOUTHERN CALIFORNIA EDISON). l i � 50' I (38,' PROTECT IN PLACE. 1 t FURNISH & INSTALL COMPLETE 3M "OPTICO" EMERGENCY VEHICLE PRE- EMPTION SYSTEM WITH MODEL 711 DETECTORS. SEE SHEET 3 FOR DETAILS. I I 10 FURNISH & INSTALL 8961 R96A SIGN ON SIGNAL POLE PER CALTRANS STD. PLAN RS4, DETAIL 4. I r f 11 DUE TO INSUFFICIENT CLEARANCE FROM OVERHEAD CONDUCTORS TO LUMINAIRE MASTARMS ON SIGNAL POLES A,C, AND E, THE CONDUCTORS SHALL a I BE RELOCATED IN ORDER TO PROVIDE THE REQUIRED CLEARANCE (BY S.C.E.). i Q DUE TO INSUFFICIENT CLEARANCE FROM BURIED UTILITIES TO THE FOUNDATIONS FOR SIGNAL POLES A, B, E, F, G, AND H, THE UTILITIES SHALL BE d 1 RELOCATED IN ORDER TO PROVIDE THE REQUIRED CLEARANCE (BY AFFECTED UTILITY). F 4171 1 13 IF NECESSARY TO RELOCAtE EXISTING LEACH LINE AS SHOWN IN DETAIL "C" ON SHEET 3, ABANDONED TRENCH TO BE CLEARED & I I OF UN UITABLE MATE IAL, BACKFILLED, AND COMPACTED TO 90% R.C. NEW LEACH LINE TO BE RE- PLANTED WITH ONE GALLON JUNIPERS AT T Q.C. (BY I i CONTRACTOR). I 14 CONTROLLER ASSEMBLY SHALL INCLUDE COMPLETE W.W.V. TRAFFIC TIME SOURCE CONFIGURATION ASSEMBLY TO PROVIDE TIME SYNCHRONIZATION g I WITH OTHER W.W.V. TIME SOURCES. (SEE SPECIAL PROVISIONS.) r, I r I - r 1 SEE C� DETA " SHEET 3 � i . �. 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W W z If z R3 A• °r� L 061. 10 96 & ' �h96A 4 R'3 -2 , 7 +00 _ 05 213E R?3-2 U4 '- I p°-TE m 1 � w w EL� = ® TEL _° 01 �R34A I W.V. 4 • �i 9 08EVI�; z , ,.� IQ �I z , .. I I Q ca I { � , 1< 0 f I� ° � f 'd P •� + � V '® PA M� - ® I r I f _ Q A I I . 7L CONCRETE I 9 �' °j� ° TEL COMMERCIAL DRIVEWAY APPROACH 1 c if 31 V rl ! r q I �- EXI 3TING i g I L. ^ OV RHEAI� f LIN S al f g y :j III I t�i i 1 0 1 � 12 1 5 1.1 a I 50` 1 1 1' '` 1 18' ' 14 ` 6' I MII @I �i- °-:s�.... - • .!! Z• !+ ®� .— 1`— �wawFi�.<T�"Z•�ii ws�i•: R 6 ��1 _ 2 "C, DL -- -- - --- —� — --- —= —G - -= - - -- — .. ,i U L 4 E.P. (EX.) a 1 2_08 00 _ _ _0 209 1190 •' - 9 02 & 05 EVP PROPOSED RELOCATED 11 , F.H. (BY W.M.W.D.) 10 R96 & R96A C. & G. (EX.) PROPOSED W. V. • .w.u- azm�<v.<awe.n .v ry -s: -x m,ue.c ®me- ac .wrvz�u ..x� a xn •e��®, r- ®nys•w.ve me xe ­TEL° DEL m TEL' TEL _ _ ®TEL m flfl r e - TEL® T-°- _ 7 13 REMOVE EXISTING LEACH L NS ,j ` - '- i.�" -� - - TEL— °°® ® ®° TEL TE x= / wa «. m-s r 1 . RtW 9 r 2P .0;. i 13 PROPOSED LEACH LINE I D _IL ..e filiK 3 s:. ONE GALLON JUNIPERS AT 3' O.C. (TYP.) CONCRETE 1.5 "C, 1 DLC COMMERCIAL 13 REMOVE EXISTING LEACH LINE DRIVEWAY APPROACH , OWN -GUY (EX.)® OMMERCIAL PARKING LOT 13 PROPOSED LEACH LINE ,Of46RETE_ — 80 0 0 a = w a. J J W r T TRIANGLE Me 20 10 0 — — — — — — — — — — rn 4� _ 7B u j ­ C ONDUCTOR SCHE W M T - - GUY WIRE AND ANCHOR G' >7 WATER VALVE OE MANHOLE ELECTRICAL t} MANHOLE SEWER -Ft - CHAIN LINK FENCE —4D-- POWER POLE. Bpi 1 02 .03 04 TELEPHONE LINE ° - GAS LINE SEWER LINE —E— T 0-*- OPTICOM DETECTOR E 05 06 07 1 08 If z R3 A• °r� L 061. 10 96 & ' �h96A 4 R'3 -2 , 7 +00 _ 05 213E R?3-2 U4 '- I p°-TE m 1 � w w EL� = ® TEL _° 01 �R34A I W.V. 4 • �i 9 08EVI�; z , ,.� IQ �I z , .. I I Q ca I { � , 1< 0 f I� ° � f 'd P •� + � V '® PA M� - ® I r I f _ Q A I I . 7L CONCRETE I 9 �' °j� ° TEL COMMERCIAL DRIVEWAY APPROACH 1 c if 31 V rl ! r q I �- EXI 3TING i g I L. ^ OV RHEAI� f LIN S al f g y :j III I t�i i 1 0 1 � 12 1 5 1.1 a I 50` 1 1 1' '` 1 18' ' 14 ` 6' I MII @I �i- °-:s�.... - • .!! Z• !+ ®� .— 1`— �wawFi�.<T�"Z•�ii ws�i•: R 6 ��1 _ 2 "C, DL -- -- - --- —� — --- —= —G - -= - - -- — .. ,i U L 4 E.P. (EX.) a 1 2_08 00 _ _ _0 209 1190 •' - 9 02 & 05 EVP PROPOSED RELOCATED 11 , F.H. (BY W.M.W.D.) 10 R96 & R96A C. & G. (EX.) PROPOSED W. V. • .w.u- azm�<v.<awe.n .v ry -s: -x m,ue.c ®me- ac .wrvz�u ..x� a xn •e��®, r- ®nys•w.ve me xe ­TEL° DEL m TEL' TEL _ _ ®TEL m flfl r e - TEL® T-°- _ 7 13 REMOVE EXISTING LEACH L NS ,j ` - '- i.�" -� - - TEL— °°® ® ®° TEL TE x= / wa «. m-s r 1 . RtW 9 r 2P .0;. i 13 PROPOSED LEACH LINE I D _IL ..e filiK 3 s:. ONE GALLON JUNIPERS AT 3' O.C. (TYP.) CONCRETE 1.5 "C, 1 DLC COMMERCIAL 13 REMOVE EXISTING LEACH LINE DRIVEWAY APPROACH , OWN -GUY (EX.)® OMMERCIAL PARKING LOT 13 PROPOSED LEACH LINE ,Of46RETE_ — 80 0 0 a = w a. J J W r T TRIANGLE Me 20 10 0 — — — — — — — — — — rn 4� _ 7B u j ­ C ONDUCTOR SCHE W M WATER METER - - GUY WIRE AND ANCHOR G' >7 WATER VALVE OE MANHOLE ELECTRICAL t} MANHOLE SEWER -Ft - CHAIN LINK FENCE —4D-- POWER POLE. Bpi FIRE HYDRANT ---w - WATER LINE —TEL— TELEPHONE LINE ° - GAS LINE SEWER LINE —E— ELECTRICAL LINE 0-*- OPTICOM DETECTOR If z R3 A• °r� L 061. 10 96 & ' �h96A 4 R'3 -2 , 7 +00 _ 05 213E R?3-2 U4 '- I p°-TE m 1 � w w EL� = ® TEL _° 01 �R34A I W.V. 4 • �i 9 08EVI�; z , ,.� IQ �I z , .. I I Q ca I { � , 1< 0 f I� ° � f 'd P •� + � V '® PA M� - ® I r I f _ Q A I I . 7L CONCRETE I 9 �' °j� ° TEL COMMERCIAL DRIVEWAY APPROACH 1 c if 31 V rl ! r q I �- EXI 3TING i g I L. ^ OV RHEAI� f LIN S al f g y :j III I t�i i 1 0 1 � 12 1 5 1.1 a I 50` 1 1 1' '` 1 18' ' 14 ` 6' I MII @I �i- °-:s�.... - • .!! Z• !+ ®� .— 1`— �wawFi�.<T�"Z•�ii ws�i•: R 6 ��1 _ 2 "C, DL -- -- - --- —� — --- —= —G - -= - - -- — .. ,i U L 4 E.P. (EX.) a 1 2_08 00 _ _ _0 209 1190 •' - 9 02 & 05 EVP PROPOSED RELOCATED 11 , F.H. (BY W.M.W.D.) 10 R96 & R96A C. & G. (EX.) PROPOSED W. V. • .w.u- azm�<v.<awe.n .v ry -s: -x m,ue.c ®me- ac .wrvz�u ..x� a xn •e��®, r- ®nys•w.ve me xe ­TEL° DEL m TEL' TEL _ _ ®TEL m flfl r e - TEL® T-°- _ 7 13 REMOVE EXISTING LEACH L NS ,j ` - '- i.�" -� - - TEL— °°® ® ®° TEL TE x= / wa «. m-s r 1 . RtW 9 r 2P .0;. i 13 PROPOSED LEACH LINE I D _IL ..e filiK 3 s:. ONE GALLON JUNIPERS AT 3' O.C. (TYP.) CONCRETE 1.5 "C, 1 DLC COMMERCIAL 13 REMOVE EXISTING LEACH LINE DRIVEWAY APPROACH , OWN -GUY (EX.)® OMMERCIAL PARKING LOT 13 PROPOSED LEACH LINE ,Of46RETE_ — 80 0 0 a = w a. J J W r T TRIANGLE Me 20 10 0 — — — — — — — — — — rn 4� _ 7B u j ­ C ONDUCTOR SCHE �• = EEEEEEEe EEEEEEE�EE -• MEMO�EE 04 IMMEEEEEEEE EEEEEE.� J . • - —I—IIIIIII ■111111■---IIIIIII ■. < � • ' ��ni ni ni ��� �/ � �•�7i iT:7 ��0��� ®� / s •I— I—IIII.IIIIEIIIII�II�I —E. • r wa© " "mA 93D - NN ® .405' FM 6J3U -- -® -- - LIMIT LINE - - - -- - _- _ - - - -- - - — _ 212+0 0 _ -TEL-=_ yyp ° .TEL w - JEL w � Z TF -TEL— —TEL -°SEE° _ r —TEL— --- - -- --TEL=- •- � � TEL:® IN z20' 1I (TYP.) I SPECIFY POLE BACK CLAMP 7/16" DIA HOLE IN CLAMP DIA. AT 24' W/4 BOLTS SUPPLIED WiTH;A TYPE "F" ABOVE 3/8" -16 UNC BLUNT -POINT BASE. - ( ASTM A - 3/8 " . SELF- TAPPING SCREW -- 1.5" DIA. HOLE PILOT HOLE TO;BE IN CLAMP FIELD-DRILLED) (DEBURRED) ' 1/4" R NOTCH OR DRILL CLAMP FOR DRAINAGE 1" DIA HOLE IN POLE PLAN VIEW (W /GROMMET) ELEVATION o ' REMOVABL �~1' 2' --►10- 4'---- -�- -2' CAP ..h 0 n A W. V. (2) - r - 04 t � , ® r -QVlrc cnlnl-r. .Il I UTILITY WARNING. ,, -j 8 I it z If _ QXX �► f i II I ®®♦ T cow ♦ ° ' oQ t` ` li L 8 ? ° 1 i if h 1 a <' II 1 �+ a 06P 1 _G ti - - - - t ® ✓ ewe �i 08 05 ® V i Q16PW ,I R34A 4 08 s r % —� % w:- - - - -- vvvry vrr svmr mr rrm vv _ruses vvsv ®® - TAIL "W 10 R96 & NOTE: R96A OVERHEAD LINES OMITTED.FOR CLARITY. SEE SHEET 2 FOR CONDUIT SCHEDULE, CONSTRUCTION NOTES., AND POLE SCHEDULE. 10 R96 & R96A k E —1 � i#6E A r i � � s ,ly •�I ® o X00 DLTAIL "B e .e . iYeL6■ VTf.VIL ® DOWN -GUY (EX.) 1.5 "C, 2 DLC NOTE: 10 FURNISH & INSTALL TYPE 170 CONTROLLER ASSEMBLY. CONSTRUCT FOUNDATION FOR TYPE 332 CONTROLLER CABINET. U2 FURNISH & INSTALL 1201240 VOLT DUAL METER TYPE III -CF SERVICE EQUIPMENT ENCLOSURE. INSTALL TYPE V PEC IN SERVICE EQUIPMENT ENCLOSURE. O SERVICE CONDUIT SHALL BE RIGID METAL, 3" MINIMUM DIAMETER OR AS REQUIRED CON ACT LOCATION SVICE PLANNE 909) DETERMINED 7 EAST 48 HOURS BEFORE BEGINNING WORK. �5 FURNISH & INSTALL 2 "C, 210 (LUMINAIRE), 2 #12 (IISNS). ® FURNISH & INSTALL 2 "C, 3#6 (SERVICE, GFCI). ® PROTECT IN PLACE. 10 FURNISH & INSTALL R96 / R96A SIGN ON SIGNAL POLE PER CALTRANS STD. PLAN RS4, ' DETAIL 4. DUE TO INSUFFICIENT CLEARANCE FROM BURIED UTILITIES TO THE FOUNDATIONS FOR SIGNAL POLES A, B E, F, G, AND H THE UTILITIES SHALL BE RELOCATED IN ORDER TO PROVIDE THE REQUIRED CLEARANCE (BY AFFECTED UTILITY). 14 CONTROLLER ASSEMBLY SHALL INCLUDE COMPLETE W.W.V. TRAFFIC TIME SOURCE CONFIGURATION ASSEMBLY TO PROVIDE TIME SYNCHRONIZATION WITH OTHER W.W.V. TIME SOURCES. (SEE SPECIAL PROVISIONS.) TEL 1 10 �Ft9� & R96A 3. 1 E --�_ RpA6VE BLOW OFF J • ______.v., REMOVE EXISTING ® LEACH LINE (IF NEEDED) i 1 � I ® e , 1 SERVICE POINT: ® -11® P.P.#2270428E ® DOWN -GUY (EX.) . 1.5 "C, 2 DLC NOTE: 1 14 Af • ®' 6 PR QOSED LEACH LINE 1U FURNISH & INSTALL TYPE 170 CONTROLLER ASSEMBLY. CONSTRUCT FOUNDATION FOR TYPE 332 CONTROLLER CABINET. ® FURNISH & INSTALL 1201240 VOLT DUAL METER TYPE III -CF SERVICE EQUIPMENT ENCLOSURE. INSTALL TYPE V PEC IN SERVICE EQUIPMENT ENCLOSURE. Q SERVICE CONDUIT SHALL BE RIGID METAL 3" MINIMUM DIAMETER OR AS REQUIRED CO NA CT S C E. PLANNE 9 9) DETERMINED ATLEAST 48 HOURS BEFORE BEGINNING WORK. ® FURNISH & INSTALL 2 "C, 2 #10 (LUMINAIRO, 2 #12 (IISNS). © FURNISH &.INSTALL 2"C,.3#6 (SERVICE, GFCI). ® PROTECT IN PLACE. 10 FURNISH & INSTALL R96 / R96A SIGN ON SIGNAL POLE PER CALTRANS STD. PLAN RS4,' DETAIL 4. ® DUE TO INSUFFICIENT CLEARANCE FROM BURIED UTILITIES TO THE FOUNDATIONS FOR SIGNAL POLES A, B E, F, G, AND H THE UTILITIES SHALL BE RELOCATED IN ORDER TO PROVIDE THE REQUIRED CLEARANCE BY AFFECTED UTILI 13 e.. e_ -- - --!-•! - -- - -- • .v . v. e v �w IV I%-%-'- Irc"v l- G/9trll LIIVC I V CSC KC -FLAN I tU w! I h ONE GALLON. JUNI- PERS AT Y O.C. (BY CONTRACTOR). ® CONTROLLER ASSEMBLY SHALL INCLUDE COMPLETE W.W.V. TRAFFIC TIME SOURCE CONFIGURATION ASSEMBLY TO PROVIDE TIME SYNCHRONIZATION WITH OTHER W.W.V. TIME SOURCES. (SEE SPECIAL PROVISIONS.) I S IF El gl COUNTY OF RIVERSIDE - DETAILS. d��o�� G• PFR���a TRANSP9FffATION DEPARTMENT a w AFFRM BY W 6� VAN BUREN BOUL r E x P CI49M y� JUAN PEREZ, DEPUTY DIR CTOR OF TRANSPORTATION DATE at °f +r KING AV. • p ORC A I.`f R !AMENDED SY SUSAN VOMSAUR DATE A A I REFERENCE W. O. NO.: B2 -0471 EVARD SURVEY NO.: F. B. NO.: FILENAME: ...\ DataUQnglslg.dgn SHEET of is CENTERLINE OR MEDIAN LEFT TURN THROUGH LANE THROUGH LANE 7 1I (TYP.) I SPECIFY POLE BACK CLAMP 7/16" DIA HOLE IN CLAMP DIA. AT 24' W/4 BOLTS SUPPLIED WiTH;A TYPE "F" ABOVE 3/8" -16 UNC BLUNT -POINT BASE. - ( ASTM A - 3/8 " . SELF- TAPPING SCREW -- 1.5" DIA. HOLE PILOT HOLE TO;BE IN CLAMP FIELD-DRILLED) (DEBURRED) ' 1/4" R NOTCH OR DRILL CLAMP FOR DRAINAGE 1" DIA HOLE IN POLE PLAN VIEW (W /GROMMET) ELEVATION o ' REMOVABL �~1' 2' --►10- 4'---- -�- -2' CAP ..h 0 n A W. V. (2) - r - 04 t � , ® r -QVlrc cnlnl-r. .Il I UTILITY WARNING. ,, -j 8 I it z If _ QXX �► f i II I ®®♦ T cow ♦ ° ' oQ t` ` li L 8 ? ° 1 i if h 1 a <' II 1 �+ a 06P 1 _G ti - - - - t ® ✓ ewe �i 08 05 ® V i Q16PW ,I R34A 4 08 s r % —� % w:- - - - -- vvvry vrr svmr mr rrm vv _ruses vvsv ®® - TAIL "W 10 R96 & NOTE: R96A OVERHEAD LINES OMITTED.FOR CLARITY. SEE SHEET 2 FOR CONDUIT SCHEDULE, CONSTRUCTION NOTES., AND POLE SCHEDULE. 10 R96 & R96A k E —1 � i#6E A r i � � s ,ly •�I ® o X00 DLTAIL "B e .e . iYeL6■ VTf.VIL ® DOWN -GUY (EX.) 1.5 "C, 2 DLC NOTE: 10 FURNISH & INSTALL TYPE 170 CONTROLLER ASSEMBLY. CONSTRUCT FOUNDATION FOR TYPE 332 CONTROLLER CABINET. U2 FURNISH & INSTALL 1201240 VOLT DUAL METER TYPE III -CF SERVICE EQUIPMENT ENCLOSURE. INSTALL TYPE V PEC IN SERVICE EQUIPMENT ENCLOSURE. O SERVICE CONDUIT SHALL BE RIGID METAL, 3" MINIMUM DIAMETER OR AS REQUIRED CON ACT LOCATION SVICE PLANNE 909) DETERMINED 7 EAST 48 HOURS BEFORE BEGINNING WORK. �5 FURNISH & INSTALL 2 "C, 210 (LUMINAIRE), 2 #12 (IISNS). ® FURNISH & INSTALL 2 "C, 3#6 (SERVICE, GFCI). ® PROTECT IN PLACE. 10 FURNISH & INSTALL R96 / R96A SIGN ON SIGNAL POLE PER CALTRANS STD. PLAN RS4, ' DETAIL 4. DUE TO INSUFFICIENT CLEARANCE FROM BURIED UTILITIES TO THE FOUNDATIONS FOR SIGNAL POLES A, B E, F, G, AND H THE UTILITIES SHALL BE RELOCATED IN ORDER TO PROVIDE THE REQUIRED CLEARANCE (BY AFFECTED UTILITY). 14 CONTROLLER ASSEMBLY SHALL INCLUDE COMPLETE W.W.V. TRAFFIC TIME SOURCE CONFIGURATION ASSEMBLY TO PROVIDE TIME SYNCHRONIZATION WITH OTHER W.W.V. TIME SOURCES. (SEE SPECIAL PROVISIONS.) TEL 1 10 �Ft9� & R96A 3. 1 E --�_ RpA6VE BLOW OFF J • ______.v., REMOVE EXISTING ® LEACH LINE (IF NEEDED) i 1 � I ® e , 1 SERVICE POINT: ® -11® P.P.#2270428E ® DOWN -GUY (EX.) . 1.5 "C, 2 DLC NOTE: 1 14 Af • ®' 6 PR QOSED LEACH LINE 1U FURNISH & INSTALL TYPE 170 CONTROLLER ASSEMBLY. CONSTRUCT FOUNDATION FOR TYPE 332 CONTROLLER CABINET. ® FURNISH & INSTALL 1201240 VOLT DUAL METER TYPE III -CF SERVICE EQUIPMENT ENCLOSURE. INSTALL TYPE V PEC IN SERVICE EQUIPMENT ENCLOSURE. Q SERVICE CONDUIT SHALL BE RIGID METAL 3" MINIMUM DIAMETER OR AS REQUIRED CO NA CT S C E. PLANNE 9 9) DETERMINED ATLEAST 48 HOURS BEFORE BEGINNING WORK. ® FURNISH & INSTALL 2 "C, 2 #10 (LUMINAIRO, 2 #12 (IISNS). © FURNISH &.INSTALL 2"C,.3#6 (SERVICE, GFCI). ® PROTECT IN PLACE. 10 FURNISH & INSTALL R96 / R96A SIGN ON SIGNAL POLE PER CALTRANS STD. PLAN RS4,' DETAIL 4. ® DUE TO INSUFFICIENT CLEARANCE FROM BURIED UTILITIES TO THE FOUNDATIONS FOR SIGNAL POLES A, B E, F, G, AND H THE UTILITIES SHALL BE RELOCATED IN ORDER TO PROVIDE THE REQUIRED CLEARANCE BY AFFECTED UTILI 13 e.. e_ -- - --!-•! - -- - -- • .v . v. e v �w IV I%-%-'- Irc"v l- G/9trll LIIVC I V CSC KC -FLAN I tU w! I h ONE GALLON. JUNI- PERS AT Y O.C. (BY CONTRACTOR). ® CONTROLLER ASSEMBLY SHALL INCLUDE COMPLETE W.W.V. TRAFFIC TIME SOURCE CONFIGURATION ASSEMBLY TO PROVIDE TIME SYNCHRONIZATION WITH OTHER W.W.V. TIME SOURCES. (SEE SPECIAL PROVISIONS.) I S IF El gl COUNTY OF RIVERSIDE - DETAILS. d��o�� G• PFR���a TRANSP9FffATION DEPARTMENT a w AFFRM BY W 6� VAN BUREN BOUL r E x P CI49M y� JUAN PEREZ, DEPUTY DIR CTOR OF TRANSPORTATION DATE at °f +r KING AV. • p ORC A I.`f R !AMENDED SY SUSAN VOMSAUR DATE A A I REFERENCE W. O. NO.: B2 -0471 EVARD SURVEY NO.: F. B. NO.: FILENAME: ...\ DataUQnglslg.dgn SHEET of is h ��w� - ♦ OVEREXCAVATE, ���� \' F ®UNDATIONS FOR SERVICE v CA�I s -® ®® IF LEACH LINE DOES NOT INTERFERE BACKFILL AND - - -° -° ° "NOT CONTROLLER, OR POLES "E Aff WITH FOUNDATIONS FOR SERVICE �� 1 3 I a: RECOMPdCT �\ . - „� ._.. C>R FS RELOCATE PER THIS DETA REMOVE r 1 CABINET CONTROLLER OR POLES _ ' I I I ABANDONED r TYPE D CURB - m z "E OR "F�, PROTECT IN GLACE. 1 @ I TRENCHINE \ - „ r „ ®� ya S ' . �. m „ PROPOSED • "" ' s — — RM/ ® 1. 1 21 1 .18 "12 PROPOSED v / w�wUw�x POLE FOOTING ,� 11 I POLE FOOTING o ;„ n= Y_ #F� ®UZZw�UGa O tu „ F ONE G LLON JUNIERS AT 3' O.C. (TYP.) DO -GUY ( ) L ' r ® ¢ n d 1 d 1 DOWN -GUY (EX) L i ..a \ . ,y�.� ?�` P - Iy ���.. -'+ -' , � 111 I � , , � 1 � : /�`,. , , ., r r CV n 6 l I ti PROPOSED TYPED CURB P. P. ( ) L ! (STING TYPE D CURB ® 1. Z „I 91 > I 1 P.P. (EX) iI ! I O u U Q I STA, 11 + 34.00 ! ! f f.. •�'• �` 11 B D END ► I .'. N O 1 9' PR OSED PE D CURB®. �� JOIN EXISTING PVMNT. �� �.F s� ® „. � �” [ 1, i 1 P, . '- <��;` -... ®I '; ® ® /� ( , , LEACH LINE (PROP.) 0 I lI ♦ �- LL u YI ` II;\ it ONE GALLON JUNIPERS AT 3 O.P. (TYP.) • C� 1 (STING TYPE D CURB ` X W u 1 I ® t � ` P % Vl � ® J u !- ♦ s z a 11 n i + TYPE D CURB I 2 ® s � o ¢ p „ c N n © REMOVE ® 2 a J ® , - 1 1lXJ ®♦ ®® J -ill Z v ® ®® ® e ® ®®' p O �n w. r� 1 ®H �j ( �j �� PROPOSED TYPif D CURB Z¢ 0 Vu . ~I { �1 1 N® Z L7 ta—►i .® RE .. .. w a p„ � B l I aW . ° ©� 11. SEE NOTE ® INTERSECTION VAN BUREN BLVD. = STA. 207 + 18.52 p m, �. O ® Oo SEE NOTE INTERSECTION KING AV. = STA. 10 + 00.00 ¢ an. aW � 1 ao a:/ NOTE: ! BLOCK WALL (EX.) CHAIN LINK FENCE (EX.) BLOCK WALL (EX.) RNV (EX 5 O 5 as R/W(Ex.) i - - -- _ _-o°. = - =- �,n aiRjw OVERHEAD LINES OMITTED FOR CLARITY — —.r+ C. & G. (EX.) _ - & G. (FCC.) uti ;;. ~ .. E.P. (EX.) mmmcmmammmmmmmmmom ®msammasm mmmammammmmmmm1 mmmcmmmoao ®edmmmwa,amom _� _ �'_ -- -- -- — G - - - -- - — - -^ -- -- — G - -- - - -- G _. am o.vasammmssam . " — — - .—,.--------- �.-- ..------------- �• — ---- - - �• — -- — • — — — _ — — — . ------- - - - •�— _--- --- _.... —_ - - -- — P - - _ yya - ra. ---- .e-m. tJ . e- -.>i x... ...r.�,�j a.-. - -.- n,�- ®�...- Qm - -.w... ..�.-. .. .- ......--.�.- �.- . 1(1( -..� . e - n a � � b � .m � ����oy�se -.n ... } �1...- m. r... s, .:...- .•.r..m...- ........�Ke.. .z.. >..s -. ... . , .. mr,...,3 �....,..u..,..:...��{f�:a.�...: . <.>:<..��c�,.s..,..��...�. yU�.-- -- ®....�...._<. ----. `S{ Z'GUTTER ( ROOM TO TRANSITION FROM E.P. L � ~ C P a TO P. G.G. ) � ee I SEE DETAIL / >, .... A VAN gUREN BLVD. 2q 4 ± 00 _ _ 205 00 _ ® _ _ _ 2 ± 00 _ j _ 2 ± q0 _ a ; _ 2_08 ± 00 _ _ o _ 20 0 _ _ _ _ 210 ± 00 — — P It I REMOVE BLOW- -OFF J VAN BUREN BLVD. 1 0 BUS BENCH ©: c . . [ L & I�� - C G. (ESC.) C & G (EX.) • n -a roc u. aa. us nu u .rs me - .n .w z _ u Wen �� m- .e. -. as IX W^+ S.F. �.:g, p- me .z e.a .ear .. .mess vx ax vv ..[ vu u me n._ -vz c..m r ". , rssa ev ,... �a m rr_ a•z n. .� +�.. Vy..n nm .a .:::. ..., .••n : m. uz ¢ u.z .a; •.ae r rxx W.zs .c vx zc m.e a. ..ar r-a. .n .a un ue •en ra a- s .a• zec ... W s wt. -- zv eac •• .w m . TEL _ . .. m TEL KTEL a. TEL ' TEL - �. TEL - TEL TEL TEL — 'TEL' -�' TEL _ .. . �- � . l .. f m fEC CE TEL -s TEL -' - TEL-= - TELL, -- - - - - �- - - - - - - - -TEL- -w - - TEL. -- ° °� � � TEL-- � � � _ TEL SEI = == -- = =eTEL TEL TEL -- TE � LF1__ A.. i =IEL__ '• - - _ _> -- - - ®T - -- �EL�� TEL- - ,e•® ®_ ®~�• - "-- -- -- w -• -- - amammmmmmmmmmmmammmamm mmmaa�mmmomaa \ m� ®mmommm� sae ®ma�mmmmmamca �oc_Qm,�a��. TEL ELF iEL°.' TEL® ®TEL - -a ®iEL TEL -® TEL ��TEL®' . .. ,® TEL i{s �`F�' -. 1 @ . TEt � - TEL( tE�� o- TEL. - -- --- -- - -�4� X131 +1� r „. ..- %R s - g � ..:� -_ %.P. E . E.P. (EX.) — — — — — ® — — — — — O T 1, 7 — '- ' RNV ® _ — _ _ ;....:.. I Rl1�V A ANDC)NED EXISTING PAC BELL M/H 1551 C. & G. ABANDONED R!W C i v' v = o o > ood I % ®aea— mo¢sem - ss3ata aaa .m•.a•.ra••� I PE T I !f NT NOTES ` � .,.:: (A� REMOVE EXISTING CROSS - GUTTER, SPANDREL, CURB AND GUTTER, AND CURB RETURN. O t��� . ® 77'25 1 TYPE D CURB (EX .)© CONCRETE COMMERCIAL PROPOSED POLE FOOTING : qN ® ® SAWCUT AND REMOVE EXISTING A.C. AND A.B. RECONSTRUCT WITH 0.30' A.C. OVER 1.10' CL -2 A DRIVEWAY APPROACH .B. ® �� `r ® CONSTRUCT SIDEWALK, ACCESS RAMP, AND ATTACHED CURB AND GUTTER PER RIV. CO. STD. 403, CASE "B ". 9 I O REMOVE (STING CURB AND GUTTER. s COMMERCIAL PARKING LOT ® RECONSTRUCT CURB AND GUTTER PER RIV. CO. STD. 200. to a ® ONE GALLON JUNIPERS Q SAWCUT AND REMOVE 1 FOOT WIDE STRIP OF EXISTING A.C. FROM IN FRONT OF CONCRETE AREAS TO BE RECONSTRUCTED. AFTER II .� I . r'r, : ; -- AT T O.C. (TYP.) SEE COMPLETING CONCRETE WORK, REPLACE A.C. IN KIND': „ ' ® DETAIL "E : 80 CURBCUT EXISTING CONCRETE CURB TO FORM ACCESS RAMP DEPRESSION PER RIV. CO. STD. 403, CASE "Bo. APPLY CLASS 1 FINISH ABANDONED 9 + ? PROPOSED TYPE D CURB al 1 11 1 T.C.E. TO RESULTING EXPOSED SURFACE. SEE DETAIL "E" Q SAWC AND REMOVE PORTION OF EXISTING A.C. PARKING AREA AND CONCRETE CURB PER DETAIL "D" OR "E" AS NECESSARY (SEE 1 1 1 1 NOTE ). TYPE D CUR (STD. 204) TO BE CONSTRUCTED ALONG NEW PAVEMENT EDGE TO JOIN EXISTING CURB. � I I •q l CONCRETE COMMERCIAL OI DUE TO INSUFFICIENT C LEARANCE FROM OVERHEAD CONDUCTORS TO LUMINAIRE MASTARMS ON SIGNAL POLES A, C, AND E, THE 12'J 1 ' DRIVEWAY APPROACH 60. CONDUCTORS SHALL BE RELOCATED IN ORDER TO PROVIDE THE REQUIRED CLEARANCE (BY S.C.Q. no] h pl vl 'yi ! n J 1 I� �I U I 7 3 • � .. ( c s oF.as� o CONCRETE a r "�tf:� -o I .� 1 1 ` oe C. p� "4 COMMERCIAL a 1 1 1 DRIVEWAY E 5 I el 1 ° ! 0 .1 N o. CE 49666 PRIVATE d, Exp.9.3B Wt LL i y DRIVEWAY lfp cIvt►. o va F W. 20 10 0 COUNTY OF RIVERSIDE TRANSPORTATION. DEPARTMENT APPROVED BY ��, i 1 AN A � _ . CORHECTIONS NOTED STREET IMPROVEMENTIPLAN REFERENCE W. O. NO.: 82-047 VAN BUREN BOUL VA SURVEY N O.: /3 F. B. NO.: DATE at FILENAME: ... ® DaIa9Qng'W1g.dgn. 3 KING AV. D TE SHEET 9 of 9630 /VA( In = 20' "BUS STOPS HERE" SIGN 1" = 40' (EX.) .c 120 80 40 20 0 9jzo ± 2 10:1- 00 2 11 ± 00 _ Z 1 Z ± U U 14'61 v a J W J Q U U 0 0 � 12L 18' 1 2'� O J Z 30' 20' 50' "BUS STOPS HERE" SIGN 1" = 40' (EX.) .c 120 80 40 20 0 9jzo ± 2 10:1- 00 2 11 ± 00 _ Z 1 Z ± U U 14'61 me In! w 20 � a w PRI VATE -- DRIVEWAY U ca U _ ----PRIVATE DRIVEWAY R_ t9 Z CONCRETE COMMERCIAL DRIVEWAY APPROACH SIGNING, STRIPING, MARKING NOTES (j ) PAINT /REPAINT 4 "/4" DOUBLE YELLOW CENTERLINE (DETAIL 22, STD. PLAN A20A) (BY CONTRACTOR). PAINT /REPAINT 4" WHITE LANELINE (DETAIL 12, STD. PLAN A20A) +,(BY CONTRACTOR). �3 PAINT /REPAINT 4" WHITE EDGELINE (DETAIL 27B, STD. PLAN A20B) (BY CONTRACTOR). 4 PAINT /REPAINT 4" WHITE LEAD -IN LINE (WITH RPM's) (BY CONTRACTOR). 5 PAINT /REPAINT 8" WHITE CHANNELIZING LINE (DETAIL 38, STD. PLAN A20D) (BY CONTRACTOR). © APPLY TYPE IV ARROW PER CALTRANS STD PLAN A24A (THERMO- PLASTIC) (BY CONTRACTOR). �7 APPLY 12" WHITE CROSSWALK/ LIMIT LINE PER CALTRANS STD PLAN A24E (THERMOPLASTIC) (BY CONTRACTOR). ® APPLY "SIGNAL" MARKING PER CALTRANS STD PLAN A24D (THERMO- PLASTIC) (BY CONTRACTOR). �9 APPLY "AHEAD" MARKING PER CALTRANS STD PLAN A24D (THERMO- PLASTIC) (BY CONTRACTOR). 10 PROTECT IN PLACE. 11 FURNISH AND INSTALL SIGN AS NOTED (BY CONTRACTOR). SALVAGE SIGN TO COUNTY YARD AS DIRECTED BY INSPECTOR. (BY CONTRACTOR). S ' ' L A N ® REMOVE CONFLICTING STRIPING /MARKINGS BY SANDBLASTING OR GRINDING AS DIRECTED BY ENGINEER (BY CONTRACTOR). duo C. & G. (EX.) ca J m d �I;�'!' CONCRETE ! COMMERCIAL DRIVEWAY APPROACH CONCRETE L12`1 COMMERCIAL 5( DRIVEWAY L APPROACH �I 01000m