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909pp-sppI INDEX OF SHEETS SHEET 1 SHEET 2 SHEET 3 TO 4 SHEET 5 TO S TITLE SHEET PROJECT LIMITS TYPICAL SECTIONS SIGNING/STRIPING PLAN INDEX OF ROADS SHEET NO. O CHERRY VALLEY BLVD 2 RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT CHERRY VALLEY BLVD RESURFACING CALI M ESA/BEAU MONT AREA FEDERAL ID# STPL-5956(034) GENERAL NOTES: OCONTRACTOR TO FIELD VERIFY ALL ROADWAY DIMENSIONS CONTRACTOR TO CONSTRUCT OVERLAY PER STANDARD SPECIFICATIONS CONTRACTOR TO CRACK SEAL MAJOR CRACKS PER STANDARD SPECIFICATIONS CONSTRUCTION NOTES: WEDGE PLANE FOR A 6 FT WIDTH BY COLD MILLING TO A 0.10 FT DEPTH �2 COLD MIX RECYCLE AC 3� PLACE 0.17 FT RUBBERIZED A.C. CAP OVER EXISTING PAVEMENT TAPER 0.17 FT TO 0.10 FT AT EDGE 4A TAPER 0.17 FT TO 0.10 FT AT DIKE OR CBG 5� CRACK SEAL MAJOR CRACKS GREATER THAN '„4 IN QPAVE SWALE 0.25 FT AC VICINITY MAP FOR T H E C A E I ME S A/ B E A U MO N T AREA GENERAL STRIPING NOTES SECTION 27,2C3929930' T- 2 S- R-1 W. 1 TRAFFIC STRIPES, PAVEMENT MARKINGS & RAISED PAVEMENT MARKERS PER CALTRANS TRAFFIC MANUAL, Q O MAINTENANCE MANUAL, STANDARD PLANS AND STANDARD Dr 1� `1 SPECIFICATIONS LATEST EDITION 2 ALL STRIPES, SIGNS AND PAVEMENT MARKINGS SHALL BE REFLECTORIZED. STENCILS FOR PAVEMENT DIALTWO WORKING RpFESS / 0 MARKINGS SHALL MATCH COUNTY STENCILS. BEFORE DAYS BEG RE ���p E• 8'1R,�;� �, 3 TRAFFIC STRIPES AND MARKERS SHALL BE APPLIED YOUDEG � e� 'S.��?, IN TWO COATS. TOLLF RE1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 4 ALL STRIPING SHOWN PER APPLICABLE CALTRANS NoCE 19776 DETAILS Exp. 4-30-97 * 5 THE CONTRACTOR SHALL BE RESPONSIBLE TO FURNISH 8 sq�F CIVIL \P I NSTALL STRIPING, RAISED PAVEMENT MARKERS, CF CAt\4�) THERMOPLASTIC MARKERS, AND DETECTOR LOOPS AS NOTED ON THE STRIPING PLAN REVISION DESIGN SECTION REVIEWED / CONCURRED BY PLANNING/ENVIRONMENTAL COUNTY OF RIVERSIDE REFERENCE TRANSPORTATION DEPARTMENT COVER SHEET PROD. NO. A3-0487 DESIGNED BY: R. KLINE 09/10/96 G DRAWN BY : R. KLINE 09/10/96 � - �� i ,� APPROVED BY ROAD N0. S-4574A&B GARY NCKENZIE.CHIEF DF IGHWAY OPERATIONS DATE % /$ �� SURVEY NO. N/A CHERRY VALLEY BLVD CHECKED BY: / 7-/-97 DAVID E. BARNHART DIRECTOR OF TRANSPORTATION DATE RECOMMENDED K , DONovA00” z R. C.E. 1977fi EXP. DATE 9/30/97 N/A / -%% DATE / 7 RESURFACING F.B."°- B Y: HUGH S TH. CONSTRUCTION ENGINEER DATE NO. DESCRIPTION APPR DATE REC ENDED DEPUTY DIRECTQR OF TRANSPORTATION DATE CALIMESA BLVD TO BEAUMONT AVE SHEET 1 OF 8 909 -WPP k N ' w CITY OF O ORCHARD ST Q CALIMESA °O + 0 Q VINELAND ST Q 40, 1 w > ' LW i =° CHERRY VALLEY BLVD Q > N.T.S. . , 0-)'. w i- z ; w LL, �- z a Q rn o ., Q r i o z U + a0 z v . `. m Q z z -- z Q za Q Q w r--, w w w Q _ 0, z� Q 0 .� BROKS I DE AVE ;� MIlk ' .._. CPROJECT SITE •`, j7 -'' RIVERSIDE COUNTY w , '-. -. .-' ROAD YARD o a ., '-., z m w GENERAL NOTES: OCONTRACTOR TO FIELD VERIFY ALL ROADWAY DIMENSIONS CONTRACTOR TO CONSTRUCT OVERLAY PER STANDARD SPECIFICATIONS CONTRACTOR TO CRACK SEAL MAJOR CRACKS PER STANDARD SPECIFICATIONS CONSTRUCTION NOTES: WEDGE PLANE FOR A 6 FT WIDTH BY COLD MILLING TO A 0.10 FT DEPTH �2 COLD MIX RECYCLE AC 3� PLACE 0.17 FT RUBBERIZED A.C. CAP OVER EXISTING PAVEMENT TAPER 0.17 FT TO 0.10 FT AT EDGE 4A TAPER 0.17 FT TO 0.10 FT AT DIKE OR CBG 5� CRACK SEAL MAJOR CRACKS GREATER THAN '„4 IN QPAVE SWALE 0.25 FT AC VICINITY MAP FOR T H E C A E I ME S A/ B E A U MO N T AREA GENERAL STRIPING NOTES SECTION 27,2C3929930' T- 2 S- R-1 W. 1 TRAFFIC STRIPES, PAVEMENT MARKINGS & RAISED PAVEMENT MARKERS PER CALTRANS TRAFFIC MANUAL, Q O MAINTENANCE MANUAL, STANDARD PLANS AND STANDARD Dr 1� `1 SPECIFICATIONS LATEST EDITION 2 ALL STRIPES, SIGNS AND PAVEMENT MARKINGS SHALL BE REFLECTORIZED. STENCILS FOR PAVEMENT DIALTWO WORKING RpFESS / 0 MARKINGS SHALL MATCH COUNTY STENCILS. BEFORE DAYS BEG RE ���p E• 8'1R,�;� �, 3 TRAFFIC STRIPES AND MARKERS SHALL BE APPLIED YOUDEG � e� 'S.��?, IN TWO COATS. TOLLF RE1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 4 ALL STRIPING SHOWN PER APPLICABLE CALTRANS NoCE 19776 DETAILS Exp. 4-30-97 * 5 THE CONTRACTOR SHALL BE RESPONSIBLE TO FURNISH 8 sq�F CIVIL \P I NSTALL STRIPING, RAISED PAVEMENT MARKERS, CF CAt\4�) THERMOPLASTIC MARKERS, AND DETECTOR LOOPS AS NOTED ON THE STRIPING PLAN REVISION DESIGN SECTION REVIEWED / CONCURRED BY PLANNING/ENVIRONMENTAL COUNTY OF RIVERSIDE REFERENCE TRANSPORTATION DEPARTMENT COVER SHEET PROD. NO. A3-0487 DESIGNED BY: R. KLINE 09/10/96 G DRAWN BY : R. KLINE 09/10/96 � - �� i ,� APPROVED BY ROAD N0. S-4574A&B GARY NCKENZIE.CHIEF DF IGHWAY OPERATIONS DATE % /$ �� SURVEY NO. N/A CHERRY VALLEY BLVD CHECKED BY: / 7-/-97 DAVID E. BARNHART DIRECTOR OF TRANSPORTATION DATE RECOMMENDED K , DONovA00” z R. C.E. 1977fi EXP. DATE 9/30/97 N/A / -%% DATE / 7 RESURFACING F.B."°- B Y: HUGH S TH. CONSTRUCTION ENGINEER DATE NO. DESCRIPTION APPR DATE REC ENDED DEPUTY DIRECTQR OF TRANSPORTATION DATE CALIMESA BLVD TO BEAUMONT AVE SHEET 1 OF 8 909 -WPP k I > C) LL] LTJ Ln > 1W - Lw Q a'- n III w _z z_ c 1n � o LLJ z � � U Q w Ir _ n U m 0 L AJ Ld z J Y Cn Ld z w n w LLJ 0 0 V) Ly z CD C) �-- � Q z � 0 0 V) z Q JOIN EXISTING 75' No. OF C.L. JOIN EXISTING 50' So. OF C.L. CONSTRUCTION NOTES: C\ in WEDGE PLANE FOR A 6 FT WIDTH BY COLD MILLING TO A 0.10 FT DEPTH COLD MIX RECYCLE AC PLACE 0.17 FT RUBBERIZED A.C. CAP OVER EXISTING PAVEMENT TAPER 0.17 FT TO 0.10 FT AT EDGE 4A TAPER 0.17 FT TO 0.10 FT AT DIKE OR CSG r 7 --------------------- JOIN EXISTING - 40' So. OF C.L. I ---------------------- III .Z..� X xV x x X n n n nn n,x A / A NI l 4 1 1 2)(I /I �U v AC DIKE 8 I 1 I I I JOIN EXISTING 40' No. of C.L.--\I" I -------------------------------------- 2) (4 O 0 5 4A AC DIKE JOIN EXISTING 55' So. OF C.L. 30 co U-) Ln � 4 z \SJ xxxX� �r�xXx'x✓ ✓ x'k XXv Y uKXX�� XXXuK Ln x +( X `.c •.x x < k" r � 4 k x'�;x x, ?. x k 7! 'xx'xnX X4xA`� c+� x;•x :v xy r cx, k x;, K X, + xXx 7- 0 Q U � k�<X AC DIKE ----------------------------- f AC DIKE 0 CRACK SEAL MAJOR CRACKS GREATER THAN 114 IN G) PAVE SWALE 0.25 FT AC QlwpF E SS/p4 j 0 c No. C 42328 7° Enp.3t3 qlf OF C At��� COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT APPROVED BY G.A. 4�4SU*6R. C. F RECOMMI�IUED MANAGER i797 ECTOR OF TRANSPORTATION DATE �-- 2- f I DATE ME -------------------------------------� I AC DIKE ---------------------------------------------------------------- PROJECT LIMITS N CHERRY VALLEY BLVD RESURFACING CALIMESA BLVD TO BEAUMONT AVE REFERENCE PROD- NO. A3-04$7 ROAD NO. S-4574A&B SURVEY NO. N/A F. B. NO. N/A SHEET 2 OF g 90 9 -PP k 0 ----------------------� � N - ------------- I . Q � m• ---------------------- CITY OF ------J '�. CAL IMESA -� AC DIKE cc o , G)o� Q V) O N N N N N N ��������....... 5 0 ... ....������������� f 0Lij 3 r— U --D (D N 4A N 4A 0 Crt AC DIKE AC DIKE 0 ------------------------ ------------------------------------------------ m JOIN EXISTING 75' No. OF C.L. JOIN EXISTING 50' So. OF C.L. CONSTRUCTION NOTES: C\ in WEDGE PLANE FOR A 6 FT WIDTH BY COLD MILLING TO A 0.10 FT DEPTH COLD MIX RECYCLE AC PLACE 0.17 FT RUBBERIZED A.C. CAP OVER EXISTING PAVEMENT TAPER 0.17 FT TO 0.10 FT AT EDGE 4A TAPER 0.17 FT TO 0.10 FT AT DIKE OR CSG r 7 --------------------- JOIN EXISTING - 40' So. OF C.L. I ---------------------- III .Z..� X xV x x X n n n nn n,x A / A NI l 4 1 1 2)(I /I �U v AC DIKE 8 I 1 I I I JOIN EXISTING 40' No. of C.L.--\I" I -------------------------------------- 2) (4 O 0 5 4A AC DIKE JOIN EXISTING 55' So. OF C.L. 30 co U-) Ln � 4 z \SJ xxxX� �r�xXx'x✓ ✓ x'k XXv Y uKXX�� XXXuK Ln x +( X `.c •.x x < k" r � 4 k x'�;x x, ?. x k 7! 'xx'xnX X4xA`� c+� x;•x :v xy r cx, k x;, K X, + xXx 7- 0 Q U � k�<X AC DIKE ----------------------------- f AC DIKE 0 CRACK SEAL MAJOR CRACKS GREATER THAN 114 IN G) PAVE SWALE 0.25 FT AC QlwpF E SS/p4 j 0 c No. C 42328 7° Enp.3t3 qlf OF C At��� COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT APPROVED BY G.A. 4�4SU*6R. C. F RECOMMI�IUED MANAGER i797 ECTOR OF TRANSPORTATION DATE �-- 2- f I DATE ME -------------------------------------� I AC DIKE ---------------------------------------------------------------- PROJECT LIMITS N CHERRY VALLEY BLVD RESURFACING CALIMESA BLVD TO BEAUMONT AVE REFERENCE PROD- NO. A3-04$7 ROAD NO. S-4574A&B SURVEY NO. N/A F. B. NO. N/A SHEET 2 OF g 90 9 -PP k !R r V) OD Q w w uo w w a a- n w w Q Q 0 0 mc" cnc" w w z z n� c� m m n w Z -'C 3 U Q w r,r _ 0 U m n w Li z z J CD V w n Z w Q n Luw V) rl- wz CD CD Q zQ, CD CD tZ z i VAR. 40' TO 55' ?n VAR . 40' TO 55' L_ EXIST. A.C. OVER A.B. TYPICAL SECTION (N.T.S.) EXISTING —AC DIKE ----____ _I _J PROJ . NO. A3-0487 CHERRY VALLEY BLVD CALIMESA C. L. TO BEAUMONT AVE VAR. 55' to 42' EXIST AC DI STA 54+75 TO 138-1-50 ?n' n' 40' EXIST. A.C. OVER A. B. / lel EXISTING AC DIKE --1 -J TYPICAL SECTION (N.T.S. PROJ. N0. A3-0487 CHERRY VALLEY BLVD CALIMESA C.L. TO BEAUMONT AVE y z 0 x y 0 CONSTRUCTION NOTES: STA 8+67.79 TO STA 54+75 QROFESS/p,� �Q�°�E W co Z ►^ 42328 Z � Exp• BUY[' # sf'l Cf V I� F �F CA0Oa COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT APPROVED BY 711 / /97 G. A. J Sa IRECTOR OF TRANSPORTATION DA E -- ��-97 R COMME NAGER DATE TYPICAL SECTIONS CHERRY VALLEY BLVD RESURFACING CALIMESA BLVD TO BEAUMONT AVE REFERENCE PROJ . NO. A3-0487 ROAD NO. S-4574A&B SURVEY NO. N/A F. B. NO. N/A SHEET 3 OF 8 90 9 - PP ,� WEDGE PLANE FOR A 6 FT WIDTH BY COLD MILLING TO A _X y 0.10 FT DEPTH z CDCOLD MIX RECYCLE AC x PLACE 0.17 FT RUBBERIZED A.C. CAP OVER H EXISTING PAVEMENT 0 O TAPER 0.17 FT TO 0.10 FT AT EDGE v 4A TAPER 0.17 FT TO 0.10 FT AT DIKE OR CBG 5� CRACK SEAL MAJOR CRACKS GREATER THAN 114 IN PAVE SWALE 0.25 FT AC STA 8+67.79 TO STA 54+75 QROFESS/p,� �Q�°�E W co Z ►^ 42328 Z � Exp• BUY[' # sf'l Cf V I� F �F CA0Oa COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT APPROVED BY 711 / /97 G. A. J Sa IRECTOR OF TRANSPORTATION DA E -- ��-97 R COMME NAGER DATE TYPICAL SECTIONS CHERRY VALLEY BLVD RESURFACING CALIMESA BLVD TO BEAUMONT AVE REFERENCE PROJ . NO. A3-0487 ROAD NO. S-4574A&B SURVEY NO. N/A F. B. NO. N/A SHEET 3 OF 8 90 9 - PP ,� 909-PP k H LJ > Om Q w w in n O co m m YELLOW STRIPE (DETAIL 22) (BY CONTRACTOR) Q rn M NOT USED THIS SHEET �5 NOT USED U SHEET w NOT USED THIS SHEET O '0 Ix O [L a z Q O NOT USED w V) ' m \ �_---------- ------------------------------- ---------------------s--------------------------------------------------- --------- -------------------- -------------- --------------- ----- w w J O J w m W W N O w O m Q w w N 0 200 150 100 50 25 0 rn O WHITE STRIPE DETAIL 39 (BY CONTRACTOR) m PAINT 4"/4" DOUBLE YELLOW STRIPE (DETAIL 22) (BY CONTRACTOR) ao rn M NOT USED Q Q c~n � c~n Underground Service Alert Call: TOLL FREE 1-800 227-2600 WORKING DAYS BEFORE YOU DIG QROFESS/AL �a F4 - is m a No. C 42320 T Exp, 3-51-04 QF CALtiFo --- &-��m ------- - ----- STRIPING, PAVEMENT MARKING NOTES Q PAINT 6" SOLID WHITE STRIPE DETAIL 39 (BY CONTRACTOR) O PAINT 4"/4" DOUBLE YELLOW STRIPE (DETAIL 22) (BY CONTRACTOR) Q PAINT 4" SKIP YELLOW STRIPE (DETAIL 6) (BY CONTRACTOR) Q4 NOT USED THIS SHEET �5 NOT USED THIS SHEET Q NOT USED THIS SHEET �7 PAINT ONE WAY NO PASS STRIPE DETAIL 19 (BY CONTRACTOR) $ NOT USED THIS SHEET NOT USED THIS SHEET 0 NOT USED THIS SHEET 10 NOT USED THIS SHEET j NOT USED THIS SHEET j SANDBLAST CONFLICTING STRIPING AS NECESSARY STA. 8*67 - 21.80 LL - W J 3 O J W m w W V) PC 909 -PP 1, U-) LJ w V) w w V) H 2 C.7 d' w 0 w w V) Underground Service Alert °Q y0G Call= TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG -----------�------�� ----- ----- ------ ------ —-------------------------------------------- - — - — - — — ------------ — ----- ------ _-_------— - — - — - — — — - — - — - — - — - — - — - — - — —�------- c� w 0 m Q w w U) S o 00 r- ao °p + n m Q � 01� 0\\ 7 -Q -I- �- ------- - S ----- 1"=50' 200 150 100 50 25 0 STRIPING, PAVEMENT MARKING NOTES Q PAINT 6" SOLID WHITE STRIPE DETAIL 39 (BY CONTRACTOR) �E+► PAINT 4"/4" DOUBLE YELLOW STRIPE (DETAIL 22) (BY CONTRACTOR) PAINT 4" SKIP YELLOW STRIPE (DETAIL 6) (BY CONTRACTOR) {�4 NOT USED THIS SHEET ® APPLY BIKE LANE MARKINGS CALTRANS STD. PLAN A24C (BY CONTRACTOR) (THERMOPLASTIC) ® NOT USED THIS SHEET 0 PAINT ONE WAY NO PASS STRIPE DETAIL 19 (BY CONTRACTOR) NOT USED THIS SHEET (9 NOT USED THIS SHEET NOT USED THIS SHEET 0 NOT USED THIS SHEET 0 NOT USED THIS SHEET ?WESS IQ h � � C7 � No. C 42� V E(p.-ii-O© of cA�`F° DE w w J 0 J w m w w U) LL - Li J 0 J w m w w U) w W V) w w U) 909 -PP Yu 7,,,or v x m N os M r Q V) I— IL W J W O T w W W I 4 N N 0 OD 00 CHERRY VALLEY BLVD. o 0 F. B. NO. • � Q Q 7' 8 V( V) — DETAIL A------------- (�I DETAIL A Q U z t OD + 111=50' 0191161 150 100 50 25 0 RECOMMENDATIONS I No. - REVISIONS - - APPR DATE REVIEWED BY DATE DESIGNED BY DRAWN BY MONAE PRE MONAIE PRE CHECKED BY MIKE GHAWRAMAW IIIIIIII c� 3 0 w m W W V) a STRIPING, PAVEMENT MARKING NOTES O PAINT 6" SOLID WHITE STRIPE DETAIL 39 (BY CONTRACTOR) Q PAINT 4"/4" DOUBLE YELLOW STRIPE (DETAIL 22) (BY CONTRACTOR) PANT 4" SKF YELLOW STRIPE (DETAIL 6) (BY CONTRACTOR) V PAINT 4" SOLID YELLOW LEAD-IN LEAD -OUT STRIPE, 100' EA. (BY CONTRACTOR) APPLY BIKE LANE MARKINGS CALTRANS STD. PLAN A24C (BY CONTRACTOR) (THERMOPLASTIC) ® PAINT 8" SOLID WHITE STRIPE DETAIL 38 (BY CONTRACTOR) 0 NOT USED THIS SHEET G APPLY TYPE IV ARROW MARKING (BY CONTRACTOR) (THERMOPLASTIC) APPLY 12" WHITE LMITLINE/CROSSWALK STRIPE (BY CONTRACTOR) (THERMOPLASTIC) APPLY SIGNAL AHEAD MARKINGS (BY CONTRACTOR) (THERMOPLASTIC) iC3 PAINT 6" WHITE STRIPE DETAIL 39A (BY CONTRACTOR) ® REPLACE DAMAGED DETECTOR LOOPS (TYPE A) (6'X 6'& 6'x 101l PER STD. PLANS ES -58, ALSO REPLACE DAMAGED CONDUIT AS DIRECTED BY THE RESIDENT ENGINEER. EXACT LOOP/CONDUIT LOCATION TO BE DETERMINED IN FIELD. CONTACT JOHN HARKINS. SIGNAL MAINTENANCE SUPERVISOR FOR COORDINATION (909) 275-6894 AT LEAST 48 HOURS IN ADVANCE ON CONSTRUCTION. 00 + N r - Q Underground Service Alert OR 1E Calf TOLL FREE �'►-'t1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG W O w In w w In rn I- N t\ (0 r I (n Vi 120' REVERSE CURVE --------------------------------------------- TILPFESS ice, Ogg No. C 423 GG k'Exp. °f CAt�F° 7 miple smi m C/L BEAUMONT AVE STA. 179+14 END PROJECT [ I E] 2' TY TY TYP. TYP. LOOP PLACEWENT DETAIL COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT 014�J v REFERENCE w.o.No. A3-0487 APPROVED BY 7, CHERRY VALLEY BLVD. SURVEY NO. D F. B. NO. • betweenIppF Cq�VESA FILENAME= A30487 SP. DGN ��.. �L/�/4L AVE.TY and B�AUMONT8 8 111=50' 0191161 150 100 50 25 0 RECOMMENDATIONS I No. - REVISIONS - - APPR DATE REVIEWED BY DATE DESIGNED BY DRAWN BY MONAE PRE MONAIE PRE CHECKED BY MIKE GHAWRAMAW IIIIIIII c� 3 0 w m W W V) a STRIPING, PAVEMENT MARKING NOTES O PAINT 6" SOLID WHITE STRIPE DETAIL 39 (BY CONTRACTOR) Q PAINT 4"/4" DOUBLE YELLOW STRIPE (DETAIL 22) (BY CONTRACTOR) PANT 4" SKF YELLOW STRIPE (DETAIL 6) (BY CONTRACTOR) V PAINT 4" SOLID YELLOW LEAD-IN LEAD -OUT STRIPE, 100' EA. (BY CONTRACTOR) APPLY BIKE LANE MARKINGS CALTRANS STD. PLAN A24C (BY CONTRACTOR) (THERMOPLASTIC) ® PAINT 8" SOLID WHITE STRIPE DETAIL 38 (BY CONTRACTOR) 0 NOT USED THIS SHEET G APPLY TYPE IV ARROW MARKING (BY CONTRACTOR) (THERMOPLASTIC) APPLY 12" WHITE LMITLINE/CROSSWALK STRIPE (BY CONTRACTOR) (THERMOPLASTIC) APPLY SIGNAL AHEAD MARKINGS (BY CONTRACTOR) (THERMOPLASTIC) iC3 PAINT 6" WHITE STRIPE DETAIL 39A (BY CONTRACTOR) ® REPLACE DAMAGED DETECTOR LOOPS (TYPE A) (6'X 6'& 6'x 101l PER STD. PLANS ES -58, ALSO REPLACE DAMAGED CONDUIT AS DIRECTED BY THE RESIDENT ENGINEER. EXACT LOOP/CONDUIT LOCATION TO BE DETERMINED IN FIELD. CONTACT JOHN HARKINS. SIGNAL MAINTENANCE SUPERVISOR FOR COORDINATION (909) 275-6894 AT LEAST 48 HOURS IN ADVANCE ON CONSTRUCTION. 00 + N r - Q Underground Service Alert OR 1E Calf TOLL FREE �'►-'t1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG W O w In w w In rn I- N t\ (0 r I (n Vi 120' REVERSE CURVE --------------------------------------------- TILPFESS ice, Ogg No. C 423 GG k'Exp. °f CAt�F° 7 miple smi m C/L BEAUMONT AVE STA. 179+14 END PROJECT [ I E] 2' TY TY TYP. TYP. LOOP PLACEWENT DETAIL COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT SIGNING & STRIPING PLAN REFERENCE w.o.No. A3-0487 APPROVED BY 7, CHERRY VALLEY BLVD. SURVEY NO. D F. B. NO. COUNT RIVERSIDE, CALIF D E betweenIppF Cq�VESA FILENAME= A30487 SP. DGN ��.. �L/�/4L AVE.TY and B�AUMONT8 8 RECOMMENDED DATE CNFFT of 909 -PP x