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930oo_sppINDEX OF SHEETS: VAN BUREN BOULEVARD: WASHINGTON STREET- WOOD ROAD ( COUNTY) C ORONA BANNIN L I NGS SHEET 1- TITLE SHEET ORANGE I I SHEET 2- DETAIL SHEET SHEET 3 -14 PLAN &PROFILE C SU CITY I IIA CO SHEET 15 GENERAL SIGNAL NOTES, DETECTOR LOOPS. WELLS LLS S HEET 16 STRIPING T ECU SHEET 17 STRIPING SHEET 18 STRIPING. SHEET 19 SHEET20 TRAFFIC SIGNAL. TRAFFIC SIGNAL. SAN DIEGO COUNTY 8 1 ----------------------------------------------------- I I I I I I j SARA BERNARDINO COUNTY I RIVERSIDE COUNTY I I I I I I I i I i _ I 60 I I I I I I I I I RIVERSIDE I WASHINGTON STREET TO WOOD ROAD I LIMITS OF BUS TURNOUT m N 91 PROJECT LOCATION DESIGN SECTION 21 WASHINGTON STREET TO WOOD ROAD LIMITS OF MEDIAN CONSTRUCTION I TOWNSHIP 3 S., RANGE 5 W., SECTION 25,28,27,28. I TOWNSHIP 3 S., RANGE 4 W., SECTION 20,21 NOT TO SCALE VICINITY MAP i - - -- - ------------ - - - - -- - TOLL FREE 1-800-227- A PUBLIC SERVICE BY UNDERGROUND SERVICE AL REVISIONS REVIEWED /CONCURRED MORENO VALLEY 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. 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. SEE CALTRANS STANDARD PLANS ES-1A AND ES -1B FOR SYMBOL AND ABBREVIATION LEGEND. 4. EXISTING PRIVATELY -OWNED IMPROVEMENTS ON PUBLIC RIGHT -OF -WAY SHALL BE PROTECTED OR REPLACED IF DAMAGED, AS DIRECTED BY THE ENGINEER. 5. THE CONTRACTOR IS REQUIRED TO HAVE A CLASS "A" OR CLASS'C -12' LICENSE AT TIME OF AWARD. RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT SIDED BY: I APPROVED BY: DESIGNED BY: RICHARD REYNOLDS DATE �O°-� ��� M DRAWN BY: RICHARD REYNOLDS � J I C. PEREZ - PLANNING / ENVIRONMENTAL DATE A//4 G DATE CHARLES SCOTT STALEY R AD DIVISION ENGINEER RCE No. C42999 CHECKED BY: JOHN ARMAS - HIGHWAY OPERATIONS DATE DF DATE 7/0- PROJECT MANAGER: C. SCOTT STALEY Z 5, Z 1.011 DATE HUG S CONS RUCTION I PECTION DATE I AN C. PEREZ DA QP pF E83 /p �p 4 . y� o t7 No. CE 42328 Exp. 3.31 -04 .r l9 T CIVIL FpF C���� PROJECT REFERENCE W.O. NO. B1 -0626 i' �I y= #t VAN BUREN BOULEVARD SURVEY NO. 62 F. B. NO. 2206 WASHINGTON STREET CAD FILENAME CADATA \PROJECT\ T O Median \VB1A.dgn R GEORjs A. JOHN DATE DIRECT 08T NSP RCE No WOOD ROAD SHEET 1 OF 20 kM EI v� X w D' BASE LI C W = WIDTH OF LEFT TURN POCKET. L = LENGTH OF TAPER AB= BC= CD =L/3 AB' AND C'D' ARE PARABOLIC CURVES EXCEPT ON CURVED ALIGNMENTS. X = DISTANCE FROM POINT "A" ALONG BASE LINE. Y = OFFSET FROM BASE LINE. SINGLE LEFT TURN POCKET L =120 W =10 3.13' . 9-6' -►& ARIES 4 LTI RT. PARABOLIC MEDIAN CURB TRANSITION X N.T.S. L/2 �L12 a L Y =W(X /L ) TAN. 6 =2W /L L = LENGTH OF FLARE IN FEET W = MAXIMUM OFFSET DISTANCE IN FEET. X = DISTANCE ALONG BASE LINE IN FEET. OFFSET "Y" (in feet) for W/L =1:10 iii imusi*0 o=RTAN.8 /2 a = TANGENT R = RADIUS OF NOSE IN FEET. Y = OFFSET FROM BASE LINE IN FEET. FOR 60' FLARE USE R = 4' _TMI 11101 1 IN M A 20' ri <O N 1R--- - ---------- -- - - - - -- - - - - T - - 36' CENTERLINE OF DRIVEWAY 120' (BIPARABOLIC MEDIAN CURB TRANSITION rk ! CONSTRUCTION NOTES: i VARIES (100' -117) _( I• y . 1Q JOIN EXISTING. I 5' 4' 38' 1 5' 33' 4' 5 Q If I O x 9 NOTE: TYPE A -8 CURB WILL BE USED IN LEIU OF TYPE "D" CURB. (RIGHT CURB LINE ONLY) BETWEEN STA.41+03.46 AND STA. 45 +55.00 BETWEEN STA.53 +75.00 AND STA. 56+06.25 (LEFT CURB LINE ONLY) BETWEEN STA.71 +22.00 AND STA. 75 +75.50 12' 6' 3.13' (TYP I I 4 4 j : �I LT. RT. � 0 x I 1' WIDE OPEN MEDIAN DRAIN 9 SECTION A -A Q RELOCATE SIGN STA.45 +55.00 0 3 ADJUST TO GRADE STA.59 +24.00 ! ® SAWCUT EXISTING PAVEMENT. STA.88 +87.00 j (9_ Q5 REMOVE EXISTING PAVEMENT. TO VARIES (100' -117) RELOCATE FIREHYDRANT.(BY OTHERS) STA.22 +73.50 STA.47 +59.00 TO STA.48 +41.00 STA.32 +95.88 TO STA.35 +95.96 CONSTRUCT 0.67' A.C. TO ! @ CONSTRUCT TYPE "D" CURB PER R.C. STD. PLAN N0.204. STA.94 +65.00 ®0 CONSTRUCT 4" THICK (PATTERN STAMPED) CONCRETE MEDIAN PER DETAIL � 0 x I 1' WIDE OPEN MEDIAN DRAIN 9 SECTION A -A RAISED MEDIAN LOCATED AT CENTERLINE. STA.27 +83.90 TO STA.31 +75.88 STA.41 +03.46 TO STA.45 +55.00 STA.54 +86.25 TO STA.54 +95.00 STA.57 +60.50 TO STA.59 +24.00 STA.71 +22.00 TO 0 STA.81 +45.50 TO STA.88 +87.00 STA.99 +17.00 TO STA.108 +39.25 STA.34 +59.00 TO VARIES (100' -117) 0 �i STA.22 +73.50 STA.47 +59.00 RAISED MEDIAN LOCATED AT CENTERLINE. STA.27 +83.90 TO STA.31 +75.88 STA.41 +03.46 TO STA.45 +55.00 STA.54 +86.25 TO STA.54 +95.00 STA.57 +60.50 TO STA.59 +24.00 STA.71 +22.00 TO STA.75 +75.50 STA.81 +45.50 TO STA.88 +87.00 STA.99 +17.00 TO STA.108 +39.25 STA.34 +59.00 TO VARIES (100' -117) 33' 5' ' 3A' BUS TURNOUT LOCATED RIGHT OF CENTERLINE. I t t STA.85 +59.00 TO STA.86 +41.00 ! 1 N.T.S. I i 4' R ti = ____ �_ - - - - -C I LEFT TURN IN ONLY MEDIAN OPENING j 2' PAVEMENT (VARIABLE WIDTH) ! SAWCUT LINE 1' 2.0 Alvo OTYLPICAL SECTION BUS TURNOUT 0' - 1* - -4' VARIES N.T.S. I U ' .0 I I� 5' N.T.S. i f H GUTTER RAISED MEDIAN LOCATED LEFT OF CENTERLINE. TO STA.119 +45.00 N TIE SHPERELEYATIOH SHEET FLOE AGAINST LEFT IEOIAN FOR SI�EILEVAnDETAIL AGAINST RIGHT tEOIAN CM. NEDI BETWEEN BETWEEN BETWEEN STA.45 +55.00 AND STA. STA.46 +75.00 AND STA. STA.56+06.25 AND STA. 46 +75.00 TRANS. 49 +74.00 57+05.50 11 2' 3' 1' 1 SAWCUT LINE 2' �... I I 3' I f j 1 4 1 1 ti = ____ �_ - - - - -C I LEFT TURN IN ONLY MEDIAN OPENING j 2' PAVEMENT (VARIABLE WIDTH) ! SAWCUT LINE 1' 2.0 Alvo OTYLPICAL SECTION BUS TURNOUT 0' - 1* - -4' VARIES N.T.S. I U ' .0 I I� 5' N.T.S. i f H GUTTER NOTE I - C SHEET NO.2. PATTERN IS TO CONFORM TO THAT OF THE CITY PORTION (FULL WIDTH NO PLANTS). TYPE A -8 CURB WILL BE USED IN LEIU OF TYPE "D" CURB. RAISED MEDIAN LOCATED RIGHT OF CENTERLINE. I 11 CONSTRUCT BUS TURNOUT PER PLAN AND AS SHOWN PER DETAIL SHEET 2. ® BUS TURNOUT LOCATED RIGHT OF CENTERLINE. CONSTRUCT TYPE A -6 CURB WITH MODIFIED GUTTER (VARIABLE (RIGHT CURB LINE ONLY) PAVEMENT WIDTH- MONOLITHIC POUR) PER R.C. STD. PLAN NO. 2000 BETWEEN STA.36 +86.00 AND STA. 39 +83.46 STA.10 +64.75 TO STA.13+63.75 tt STA.11 +49.00 TO STA.12 +31.00 TYPICAL SECTION ON SHEET N0.29 PLANS. AND CROSS SECTIONS. BETWEEN STA.39 +83.46 AND STA. 41+03.46 STA.17 +12.50 TO STA.18 +57.27 STA.24 +34.00 TO STA.25 +16.00 © CONSTRUCT 0.63' PCC /1.17' AB CL2. BETWEEN STA.50 +76 .00 AND STA. 54 +86.25 TRANS. STA.23+64.90 TO STA.26+63.90 STA.37 +59.00 TO STA.38 +41.00 BETWEEN STA.54 +86.25 AND STA. 56+06 STA.36 +86.00 TO STA.39 +83.46 STA.50 +99.00 TO STA.51 +81.00 ® CONSTRUCT 5 FOOT WIDE P.C.C. SIDEWALK PER R.C. STD. PLAN NO. 401. STA.50 +76.00 TO STA.53 +75.00 STA.94 +65.00 TO STA.95 +47.00 (D CONSTRUCT CURB RAMP( CASE A ) PER R.C. STD. PLAN NO. 403. STA.59 +80.00 TO STA.61 +92.00 STA.96 +59.00 TO STA.97 +41.00 REMOVE EXISTING CURB+ GUTTER AND SIDEWALK WHICH EVER IS APPLICABLE. 3.13' (LEFT CURB LINE ONLY) STA.67 +13.00 TO STA.70 +02.00 TO BE DONE BY PROPERTY OWNER. 0-'4' STA.93 +88.75 TO STA.97 +97.00 N.T.S. BETWEEN STA.59 +80.00 AND STA. 61 +92.00 STA.112 +36.05 TO STA.114 +26.00 1 CONSTRUCT CURB RAMP (CASE B) PER R.C. STD. PLAN NO. 403. MODIFY AS PER A BETWEEN STA.61 +92.00 AND STA. 63 +12.00 TRANS. 4 BETWEEN STA.67 +13.00 AND STA. 70+02.00 j RAMP ON A TANGENT RATHER THAN A RETURN. BETWEEN STA.70+02.00 AND STA. 71 +22.00 TRANS. ¢ REMOVE EXISTING CURB. GUTTER AND SIDEWALK WHICH EVER IS APPLICABLE. T. "RT. VARIES (160 117 I. .' © PLACE 3" CONDUIT WITH PULL BOXES. Q 32' 6' ! 6' 32' 4' 5' ( o 0 TO BE DONE BY PROPERTY OWNER. j ® CONSTRUCT COMMERCIAL DRIVEWAY PER R.C. STD. PLAN NO. 207A. 0 3' TO BE DONE BY PROPERTY OWNER. _ it ! ®9 GRADE, COMPACT AND PROVIDE SHOULDER BACKING. 0 I SAWCUT LINE 1 j ® CONSTRUCT 1' WIDE OPEN MEDIAN DRAIN PER DETAIL ON SHEET NO. 2. W ' 4 11 REMOVE THE EXISTING TREES (2eo.)LOCATED ADJACENT TO THE EXISTING 9 ® DRIVEWAY APPROACH (ONE ON EACH SIDE). BUS TURNOUT LOCATED LEFT OF CENTERLINE. RAISED MEDIAN LOCATED LEFT OF CENTERLINE. TO STA.119 +45.00 N TIE SHPERELEYATIOH SHEET FLOE AGAINST LEFT IEOIAN FOR SI�EILEVAnDETAIL AGAINST RIGHT tEOIAN CM. NEDI BETWEEN BETWEEN BETWEEN STA.45 +55.00 AND STA. STA.46 +75.00 AND STA. STA.56+06.25 AND STA. 46 +75.00 TRANS. 49 +74.00 57+05.50 1 I 2' 3 ' 3' 1 , SAWCUT LINE j I f SAWCUT LINE I 2' ;4 11 STA.21 +91.00 NOTE I - C SHEET NO.2. PATTERN IS TO CONFORM TO THAT OF THE CITY PORTION (FULL WIDTH NO PLANTS). TYPE A -8 CURB WILL BE USED IN LEIU OF TYPE "D" CURB. RAISED MEDIAN LOCATED RIGHT OF CENTERLINE. I 11 CONSTRUCT BUS TURNOUT PER PLAN AND AS SHOWN PER DETAIL SHEET 2. ® BUS TURNOUT LOCATED RIGHT OF CENTERLINE. CONSTRUCT TYPE A -6 CURB WITH MODIFIED GUTTER (VARIABLE (RIGHT CURB LINE ONLY) PAVEMENT WIDTH- MONOLITHIC POUR) PER R.C. STD. PLAN NO. 2000 BETWEEN STA.36 +86.00 AND STA. 39 +83.46 STA.10 +64.75 TO STA.13+63.75 tt STA.11 +49.00 TO STA.12 +31.00 TYPICAL SECTION ON SHEET N0.29 PLANS. AND CROSS SECTIONS. BETWEEN STA.39 +83.46 AND STA. 41+03.46 STA.17 +12.50 TO STA.18 +57.27 STA.24 +34.00 TO STA.25 +16.00 © CONSTRUCT 0.63' PCC /1.17' AB CL2. BETWEEN STA.50 +76 .00 AND STA. 54 +86.25 TRANS. STA.23+64.90 TO STA.26+63.90 STA.37 +59.00 TO STA.38 +41.00 BETWEEN STA.54 +86.25 AND STA. 56+06 STA.36 +86.00 TO STA.39 +83.46 STA.50 +99.00 TO STA.51 +81.00 ® CONSTRUCT 5 FOOT WIDE P.C.C. SIDEWALK PER R.C. STD. PLAN NO. 401. STA.50 +76.00 TO STA.53 +75.00 STA.94 +65.00 TO STA.95 +47.00 (D CONSTRUCT CURB RAMP( CASE A ) PER R.C. STD. PLAN NO. 403. STA.59 +80.00 TO STA.61 +92.00 STA.96 +59.00 TO STA.97 +41.00 REMOVE EXISTING CURB+ GUTTER AND SIDEWALK WHICH EVER IS APPLICABLE. 3.13' (LEFT CURB LINE ONLY) STA.67 +13.00 TO STA.70 +02.00 TO BE DONE BY PROPERTY OWNER. 0-'4' STA.93 +88.75 TO STA.97 +97.00 N.T.S. BETWEEN STA.59 +80.00 AND STA. 61 +92.00 STA.112 +36.05 TO STA.114 +26.00 1 CONSTRUCT CURB RAMP (CASE B) PER R.C. STD. PLAN NO. 403. MODIFY AS PER A BETWEEN STA.61 +92.00 AND STA. 63 +12.00 TRANS. 4 BETWEEN STA.67 +13.00 AND STA. 70+02.00 j RAMP ON A TANGENT RATHER THAN A RETURN. BETWEEN STA.70+02.00 AND STA. 71 +22.00 TRANS. ¢ REMOVE EXISTING CURB. GUTTER AND SIDEWALK WHICH EVER IS APPLICABLE. T. "RT. VARIES (160 117 I. .' © PLACE 3" CONDUIT WITH PULL BOXES. Q 32' 6' ! 6' 32' 4' 5' ( o 0 TO BE DONE BY PROPERTY OWNER. j ® CONSTRUCT COMMERCIAL DRIVEWAY PER R.C. STD. PLAN NO. 207A. 0 3' TO BE DONE BY PROPERTY OWNER. _ it ! ®9 GRADE, COMPACT AND PROVIDE SHOULDER BACKING. 0 I SAWCUT LINE 1 j ® CONSTRUCT 1' WIDE OPEN MEDIAN DRAIN PER DETAIL ON SHEET NO. 2. W ' 4 11 REMOVE THE EXISTING TREES (2eo.)LOCATED ADJACENT TO THE EXISTING 9 ® DRIVEWAY APPROACH (ONE ON EACH SIDE). BUS TURNOUT LOCATED LEFT OF CENTERLINE. RAISED MEDIAN LOCATED LEFT OF CENTERLINE. TO STA.119 +45.00 N TIE SHPERELEYATIOH SHEET FLOE AGAINST LEFT IEOIAN FOR SI�EILEVAnDETAIL AGAINST RIGHT tEOIAN CM. NEDI BETWEEN BETWEEN BETWEEN STA.45 +55.00 AND STA. STA.46 +75.00 AND STA. STA.56+06.25 AND STA. 46 +75.00 TRANS. 49 +74.00 57+05.50 N.T.S. t t STA.20 +09.00 TO STA.21 +91.00 STA.14 +83.75 TO STA.16 +24.50 STA.34 +59.00 TO STA.35 +41.00 STA.19 +77.27 TO STA.22 +73.50 STA.47 +59.00 TO STA.48 +41.00 STA.32 +95.88 TO STA.35 +95.96 STA.77 +59.00 TO STA.78 +41.00 STA.46 +75.00 TO STA.49 +74.00 STA.94 +65.00 TO STA.95 +47.00 STA.56 +06.25 TO STA.57+05.50 STA. 116+49.00 TO STA.117 +31.00 STA.63+12.00 TO STA.66 +11.00 STA.76 +95.50 TO STA.79 +94.50 STA.90 +07.00 TO STA.92 +87.50 STA.109 +59.25 TO STA. 111+44.70 3.13' 4. '4' - x 4 LT." T. 2' G)Tff R NOTE • TYPE A -8 CURB WILL BE USED IN (RIGHT CURB LINE ONLY) STA.115 +46.00 LEIU OF TYPE "D" CURB TO STA.119 +45.00 N TIE SHPERELEYATIOH SHEET FLOE AGAINST LEFT IEOIAN FOR SI�EILEVAnDETAIL AGAINST RIGHT tEOIAN CM. NEDI BETWEEN BETWEEN BETWEEN STA.45 +55.00 AND STA. STA.46 +75.00 AND STA. STA.56+06.25 AND STA. 46 +75.00 TRANS. 49 +74.00 57+05.50 %lTsm- 1' WIDE OPEN MEDIAN DRAIN. N.T.S. NOTE • TYPE A -8 CURB WILL BE USED IN (RIGHT CURB LINE ONLY) STA.115 +46.00 LEIU OF TYPE "D" CURB TO STA.119 +45.00 N TIE SHPERELEYATIOH SHEET FLOE AGAINST LEFT IEOIAN FOR SI�EILEVAnDETAIL AGAINST RIGHT tEOIAN CM. NEDI BETWEEN BETWEEN BETWEEN STA.45 +55.00 AND STA. STA.46 +75.00 AND STA. STA.56+06.25 AND STA. 46 +75.00 TRANS. 49 +74.00 57+05.50 L T _ �€TION� NAT 1' WIDE OPEN MEDIAN DRAIN. N.T.S. (LEFT CURB LINE ONLY) BETWEEN STA.63 +12.00 AND STA. 66 +11.00 BETWEEN STA.63 +12.00 AND STA. 66 +11.00 BETWEEN STA.75 +75.50 AND STA. 76 +95.50 BETWEEN STA.76+95.50 AND STA. 79+94.50 6 ' u © RAISED MEDIAN CSUBGRADE TO BE COMPACTED TO 95% RELATIVE COMPACTION (TYPICAL). 14' 1' 12' 6 ( _ 0 t 1' r, n 1 � ! (TYP 1' I I I IU V 0' r � e e ��e�I�rle�Ie2�G NOTE: FILL MATERIAL VVILL CONSIST OF THE EARTHEN MATERAL REMOVED FROM CONSTRUCTION OF THE MEDIAN AND BUS TURN -OUTS AND SHALL BE COMPACTED TO 95% RELATIVE COMPACTION. v 3 D 9�a -oo I 4' I 1' 2' 1' 8" 12" 8" � 1 1506.00 1502.00 0 N + ti Q 1 1494.00 - 7A 1 1506.00 1502.00 Ll) U1 + N' + 1498.01 - N v" •. Ln - -_ CA _ ._O_ _._. -..N. . _ _ ,- _. ._ . . CID ........ e Q M : M to Cn .- 0'f N t71 P- CTi . Z J h t0 W Im_ w ^ N 41 .i N •- Q !^ Q tIlU4 tnLLJ, " Q .__ to . _l0. SQ _ _ tD SCALES: U� .n �o 1 " = 40' HOR m m { x y � 1" = 4' VER W1 21 iJ (p Z uj O o - 14 4 ASPH as Qw 0 QWi¢m 1; 4.: f-- L) hU •Ixz h_u1 -U 1498.0 i t tnW m p'w® `. r gv' I .: + g v 0 uca W _, •. J J Q , ,q J J J W W W W - - -- r uj w. - - -- W - -- • - - -� - W - 1 1494.00 - 7A 1 1506.00 1502.00 Ll) U1 + u) 1 N' ! 1498.01 - N v" CD 01 J r` (" w' N 1494.00 -- QM' e Q v v Q to 15 +00 .- W • Z O . 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M SCALES: .n �o 1 " = 40' HOR m m { x y � 1" = 4' VER W1 21 to I� Z iJ (p Z uj O o - 14 4 ASPH c 4. tit tT V of L A o, o, , L' 1506.00 1 00 O . tp � »N PI w 20 +00 P � cn lS� I.P L[l In a S h I ll') Lfl In tf] In l(l W cn i5C: 6 or QM' e Q v v r e- UO �C 1 1'6 J ,J CM O / i i i Ln C ow CD - -�-- -- __W! -'- 16+00 Op =Voz w 18+00 1>m 0 c0 �p M SCALES: .n �o 1 " = 40' HOR m m { x y � 1" = 4' VER 21 to I� Z iJ (p Z O o - 14 4 ASPH as Qw 0 QWi¢m 1; 4.: f-- L) hU •Ixz h_u1 -U i t tnW m p'w® `. r gv' I .: + g 1 - uca =Q I. o - S , ,q c 4. tit tT V of L A o, o, , L' 1506.00 1 00 O . tp � »N PI EL•1497.30 20 +00 In Co cn Cn ti ao °''' U). to to °lT W cn i5C: 6 or QM' e 1502.00 t r- Q _c" N Q Q h J V) :W Ifflimmmufrom I■ v N 9 Crf 4 r PI STA.19 +95.00 _ PI EL•1497.30 20 +00 In Co (n to ti ao °''' U). to to °lT W cn i5C: 6 or QM' e Q v v r e- UO �C 1 1'6 J ,J CM O / i i i Ln C ow CD - -�-- -- __W! -'- 1� N co .n 19+00 O _ ^ ^ O N 20 +00 t` Z 1455 S 15GJ�yl At `FI o' y i5C: 6 or CO ,n00. m r UO �C 1 1'6 ti C CIJ .1m CM O / i i i Ln C ow CD o N ui a- a- 30' to ID O N i N 1506.00 1 1 1502.00 1 111111102010A I■ 'o <o !- 24 +00 W LC) Z .0 JIZ -2 U )37 %4 � 1 9E.1 ASPH { "i�- N M._ N Qv' NI7� ` N � N M g . .,, .. �. #- /. �I = QM-J Q F- Q '` H Q�J art.'s y1.: 1'-- i -- - ,_. - 1 5 • �- . • rr • (, - ' �; t/Y � N OLa _ S�> W N O `}49? 4 14'97.8 ;. 6 t4 5 I 20 2 � k ' i RJW � . -- - - - - - CENTERLTNE- SORVE� - - - c --- $ -- -- - - - -- -' - --- ----- - - - -- ____1 _-- - - - - -_ - -_- -- - -= - o - - - -- t 1 034 - - - -� �" 1 O _ 1 N 4 -_ N - - - -_- -- N - - _.- - ----- N -08 ZY) _ + .. ._- - r _ - _ ---- _ - _- - .'� N O O ..� ... -. -- _ .-� - -- --- - -- -- = n' -- -- ---- @� --- '`� �$- --- - - : = e7 ° - --- ' a -- -- - QT =, - --- �:..,-- -- + o -- - - - -- - _ -- -- - - -- - -- - -- 1 o 4 O 4 O 1 O 0 4 6 ... -. 0 17 r a tp 5 tEf 11 NE CO - - - -- . -- - - -- -- U - -- - cAS� - - -- - - - - - - - -,:,--t _ _ _ - - -- - -- -- -- - u - - -- - - - � �.-. _ - -_ -_ - � _' =3•, SCE - _ -- _ - - _ _._._ _ _ _ -i_ _ - �. a esc - . t F _ _ -'.- ;' -._ - - � - - � - -- _ - - - `\ o° °� SCE O r. i 1 1 a - �� --t: _:, _ �, I . 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QO Q0 I 1 30� t� QO N I w mo - o z o ' .� o C �- c � � _ 1 9 e.5 a�.( I , W� I �' 1 _ J o J,- o DIRT h a h w 1 h a h Z >- U ti Q: U N 0: U ti h Q h N N g N g N o,r, x o `=' ° I woo` =' X ,? N a `" = w N = ,� N z REVISIONS DESIGN SECTION RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT ti J N W to w r" ' g U c" u°1 •- W ti t7 W 0 t` h p ►�• h 0 ti Q + • • + + tD c t Z W! O w to Z r- Z + 2 w+ O w + O APPROVED BY: w + o e o ©� Ta I U m Q •- ap 0 U aD to U C" Z Q tT DESIGNED BY: _ v v of ess � b f- � h U a o a to a a o a ° tow N co N' c .. to w to m h w O h O ►- . O �- z DRAWN BY: o z \ - � / // y/ to m to h N Ir) h N h N W m '" J `e°G // 4 0 � O 120 # me No. 042999 CHECKED BY: Exp. 5 -31-04 SCALES: 1 40 CHARLES SCOTT STALEY DATE �_ r C N 1�- +' PROJECT MANAGER: C, SCOTT STALEY `� OF CA%.%* ROAD DIVISION ENGINEER DATE RCE No. C42999 CONSTRUCTION NOTES: 0 JOIN EXISTING. @ RELOCATE SIGN ® SAWCUT EXISTING PAVEMENT. (j)REMOVE EXISTING PAVEMENT. ©RELOCATE FIREHYDRANT. (BY OTHERS) ® CONSTRUCT 0.67' A.C. @ CONSTRUCT TYPE "D" CURB PER R.C. STD. PLAN NO.204. ® CONSTRUCT 4" THICK (PATTERN STAMPED) CONCRETE MEDIAN PER DETAIL SHEET NO.2. PATTERN IS TO CONFORM TO THAT OF THE CITY PORTION (FULL WIDTH NO PLANTS). 1Q CONSTRUCT BUS TURNOUT PER PLAN AND AS SHOWN PER DETAIL SHEET 2. ® CONSTRUCT TYPE A -6 CURB WITH MODIFIED GUTTER (VARIABLE PAVEMENT WIDTH - MONOLITHIC POUR) PER R.C. STD. PLAN NO. 200, TYPICAL SECTION ON SHEET NO.2. PLANS, AND CROSS SECTIONS. CONSTRUCT 0.63' PCC /1.17' AB CL2. ® CONSTRUCT 5 FOOT WIDE P.C.C. SIDEWALK PER R.C. STD. PLAN NO. 401. ® CONSTRUCT CURB RAMP (CASE A) PER R.C. STD. PLAN NO. 403. REMOVE EXISTING CURB. GUTTER AND SIDEWALK WHICH EVER IS APPLICABLE. TO BE DONE BY PROPERTY OWNER. ® PLACE 3" CONDUIT WITH PULL BOXES. TO BE DONE BY PROPERTY OWNER. ® CONSTRUCT COMMERCIAL DRIVEWAY PER R.C. STD. PLAN NO. 207A. TO BE DONE BY PROPERTY OWNER. 2© REMOVE THE EXISTING TREES (2ea.) LOCATED ADJACENT TO THE EXIS lNG DRIVEWAY APPROACH (ONE ON EACH SIDE). • B U ILT PLAN ONRECTIONS NOTED-L PROJECT REFERENCE W.O. NO. 131 -0626 SURVEY NO. 6263 VAN BUREN BOULEVARD F.B.NO. 2206 STA 15 +00.00 TO STA 24 +00.00 CAD FILENAME C:0ATAIPR0JECAVmbtmBW M WWIYB24P 3 SHEET 4 OF 20 t` t` • O' J., J I -) W ui w c0 �p M SCALES: .n �o 1 " = 40' HOR m m 1" = 4' VER 21 +00 22+00 O - 14 4 r= 1; a- a- 30' to ID O N i N 1506.00 1 1 1502.00 1 111111102010A I■ 'o <o !- 24 +00 W LC) Z .0 JIZ -2 U )37 %4 � 1 9E.1 ASPH { "i�- N M._ N Qv' NI7� ` N � N M g . .,, .. �. #- /. �I = QM-J Q F- Q '` H Q�J art.'s y1.: 1'-- i -- - ,_. - 1 5 • �- . • rr • (, - ' �; t/Y � N OLa _ S�> W N O `}49? 4 14'97.8 ;. 6 t4 5 I 20 2 � k ' i RJW � . -- - - - - - CENTERLTNE- SORVE� - - - c --- $ -- -- - - - -- -' - --- ----- - - - -- ____1 _-- - - - - -_ - -_- -- - -= - o - - - -- t 1 034 - - - -� �" 1 O _ 1 N 4 -_ N - - - -_- -- N - - _.- - ----- N -08 ZY) _ + .. ._- - r _ - _ ---- _ - _- - .'� N O O ..� ... -. -- _ .-� - -- --- - -- -- = n' -- -- ---- @� --- '`� �$- --- - - : = e7 ° - --- ' a -- -- - QT =, - --- �:..,-- -- + o -- - - - -- - _ -- -- - - -- - -- - -- 1 o 4 O 4 O 1 O 0 4 6 ... -. 0 17 r a tp 5 tEf 11 NE CO - - - -- . -- - - -- -- U - -- - cAS� - - -- - - - - - - - -,:,--t _ _ _ - - -- - -- -- -- - u - - -- - - - � �.-. _ - -_ -_ - � _' =3•, SCE - _ -- _ - - _ _._._ _ _ _ -i_ _ - �. a esc - . t F _ _ -'.- ;' -._ - - � - - � - -- _ - - - `\ o° °� SCE O r. i 1 1 a - �� --t: _:, _ �, I . 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QO Q0 I 1 30� t� QO N I w mo - o z o ' .� o C �- c � � _ 1 9 e.5 a�.( I , W� I �' 1 _ J o J,- o DIRT h a h w 1 h a h Z >- U ti Q: U N 0: U ti h Q h N N g N g N o,r, x o `=' ° I woo` =' X ,? N a `" = w N = ,� N z REVISIONS DESIGN SECTION RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT ti J N W to w r" ' g U c" u°1 •- W ti t7 W 0 t` h p ►�• h 0 ti Q + • • + + tD c t Z W! O w to Z r- Z + 2 w+ O w + O APPROVED BY: w + o e o ©� Ta I U m Q •- ap 0 U aD to U C" Z Q tT DESIGNED BY: _ v v of ess � b f- � h U a o a to a a o a ° tow N co N' c .. to w to m h w O h O ►- . O �- z DRAWN BY: o z \ - � / // y/ to m to h N Ir) h N h N W m '" J `e°G // 4 0 � O 120 # me No. 042999 CHECKED BY: Exp. 5 -31-04 SCALES: 1 40 CHARLES SCOTT STALEY DATE �_ r C N 1�- +' PROJECT MANAGER: C, SCOTT STALEY `� OF CA%.%* ROAD DIVISION ENGINEER DATE RCE No. C42999 CONSTRUCTION NOTES: 0 JOIN EXISTING. @ RELOCATE SIGN ® SAWCUT EXISTING PAVEMENT. (j)REMOVE EXISTING PAVEMENT. ©RELOCATE FIREHYDRANT. (BY OTHERS) ® CONSTRUCT 0.67' A.C. @ CONSTRUCT TYPE "D" CURB PER R.C. STD. PLAN NO.204. ® CONSTRUCT 4" THICK (PATTERN STAMPED) CONCRETE MEDIAN PER DETAIL SHEET NO.2. PATTERN IS TO CONFORM TO THAT OF THE CITY PORTION (FULL WIDTH NO PLANTS). 1Q CONSTRUCT BUS TURNOUT PER PLAN AND AS SHOWN PER DETAIL SHEET 2. ® CONSTRUCT TYPE A -6 CURB WITH MODIFIED GUTTER (VARIABLE PAVEMENT WIDTH - MONOLITHIC POUR) PER R.C. STD. PLAN NO. 200, TYPICAL SECTION ON SHEET NO.2. PLANS, AND CROSS SECTIONS. CONSTRUCT 0.63' PCC /1.17' AB CL2. ® CONSTRUCT 5 FOOT WIDE P.C.C. SIDEWALK PER R.C. STD. PLAN NO. 401. ® CONSTRUCT CURB RAMP (CASE A) PER R.C. STD. PLAN NO. 403. REMOVE EXISTING CURB. GUTTER AND SIDEWALK WHICH EVER IS APPLICABLE. TO BE DONE BY PROPERTY OWNER. ® PLACE 3" CONDUIT WITH PULL BOXES. TO BE DONE BY PROPERTY OWNER. ® CONSTRUCT COMMERCIAL DRIVEWAY PER R.C. STD. PLAN NO. 207A. TO BE DONE BY PROPERTY OWNER. 2© REMOVE THE EXISTING TREES (2ea.) LOCATED ADJACENT TO THE EXIS lNG DRIVEWAY APPROACH (ONE ON EACH SIDE). • B U ILT PLAN ONRECTIONS NOTED-L PROJECT REFERENCE W.O. NO. 131 -0626 SURVEY NO. 6263 VAN BUREN BOULEVARD F.B.NO. 2206 STA 15 +00.00 TO STA 24 +00.00 CAD FILENAME C:0ATAIPR0JECAVmbtmBW M WWIYB24P 3 SHEET 4 OF 20 1458<8 • a- a- 30' to ID O N i N 1506.00 1 1 1502.00 1 111111102010A I■ 'o <o !- 24 +00 W LC) Z .0 JIZ -2 U )37 %4 � 1 9E.1 ASPH { "i�- N M._ N Qv' NI7� ` N � N M g . .,, .. �. #- /. �I = QM-J Q F- Q '` H Q�J art.'s y1.: 1'-- i -- - ,_. - 1 5 • �- . • rr • (, - ' �; t/Y � N OLa _ S�> W N O `}49? 4 14'97.8 ;. 6 t4 5 I 20 2 � k ' i RJW � . -- - - - - - CENTERLTNE- SORVE� - - - c --- $ -- -- - - - -- -' - --- ----- - - - -- ____1 _-- - - - - -_ - -_- -- - -= - o - - - -- t 1 034 - - - -� �" 1 O _ 1 N 4 -_ N - - - -_- -- N - - _.- - ----- N -08 ZY) _ + .. ._- - r _ - _ ---- _ - _- - .'� N O O ..� ... -. -- _ .-� - -- --- - -- -- = n' -- -- ---- @� --- '`� �$- --- - - : = e7 ° - --- ' a -- -- - QT =, - --- �:..,-- -- + o -- - - - -- - _ -- -- - - -- - -- - -- 1 o 4 O 4 O 1 O 0 4 6 ... -. 0 17 r a tp 5 tEf 11 NE CO - - - -- . -- - - -- -- U - -- - cAS� - - -- - - - - - - - -,:,--t _ _ _ - - -- - -- -- -- - u - - -- - - - � �.-. _ - -_ -_ - � _' =3•, SCE - _ -- _ - - _ _._._ _ _ _ -i_ _ - �. a esc - . t F _ _ -'.- ;' -._ - - � - - � - -- _ - - - `\ o° °� SCE O r. i 1 1 a - �� --t: _:, _ �, I . 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QO Q0 I 1 30� t� QO N I w mo - o z o ' .� o C �- c � � _ 1 9 e.5 a�.( I , W� I �' 1 _ J o J,- o DIRT h a h w 1 h a h Z >- U ti Q: U N 0: U ti h Q h N N g N g N o,r, x o `=' ° I woo` =' X ,? N a `" = w N = ,� N z REVISIONS DESIGN SECTION RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT ti J N W to w r" ' g U c" u°1 •- W ti t7 W 0 t` h p ►�• h 0 ti Q + • • + + tD c t Z W! O w to Z r- Z + 2 w+ O w + O APPROVED BY: w + o e o ©� Ta I U m Q •- ap 0 U aD to U C" Z Q tT DESIGNED BY: _ v v of ess � b f- � h U a o a to a a o a ° tow N co N' c .. to w to m h w O h O ►- . O �- z DRAWN BY: o z \ - � / // y/ to m to h N Ir) h N h N W m '" J `e°G // 4 0 � O 120 # me No. 042999 CHECKED BY: Exp. 5 -31-04 SCALES: 1 40 CHARLES SCOTT STALEY DATE �_ r C N 1�- +' PROJECT MANAGER: C, SCOTT STALEY `� OF CA%.%* ROAD DIVISION ENGINEER DATE RCE No. C42999 CONSTRUCTION NOTES: 0 JOIN EXISTING. @ RELOCATE SIGN ® SAWCUT EXISTING PAVEMENT. (j)REMOVE EXISTING PAVEMENT. ©RELOCATE FIREHYDRANT. (BY OTHERS) ® CONSTRUCT 0.67' A.C. @ CONSTRUCT TYPE "D" CURB PER R.C. STD. PLAN NO.204. ® CONSTRUCT 4" THICK (PATTERN STAMPED) CONCRETE MEDIAN PER DETAIL SHEET NO.2. PATTERN IS TO CONFORM TO THAT OF THE CITY PORTION (FULL WIDTH NO PLANTS). 1Q CONSTRUCT BUS TURNOUT PER PLAN AND AS SHOWN PER DETAIL SHEET 2. ® CONSTRUCT TYPE A -6 CURB WITH MODIFIED GUTTER (VARIABLE PAVEMENT WIDTH - MONOLITHIC POUR) PER R.C. STD. PLAN NO. 200, TYPICAL SECTION ON SHEET NO.2. PLANS, AND CROSS SECTIONS. CONSTRUCT 0.63' PCC /1.17' AB CL2. ® CONSTRUCT 5 FOOT WIDE P.C.C. SIDEWALK PER R.C. STD. PLAN NO. 401. ® CONSTRUCT CURB RAMP (CASE A) PER R.C. STD. PLAN NO. 403. REMOVE EXISTING CURB. GUTTER AND SIDEWALK WHICH EVER IS APPLICABLE. TO BE DONE BY PROPERTY OWNER. ® PLACE 3" CONDUIT WITH PULL BOXES. TO BE DONE BY PROPERTY OWNER. ® CONSTRUCT COMMERCIAL DRIVEWAY PER R.C. STD. PLAN NO. 207A. TO BE DONE BY PROPERTY OWNER. 2© REMOVE THE EXISTING TREES (2ea.) LOCATED ADJACENT TO THE EXIS lNG DRIVEWAY APPROACH (ONE ON EACH SIDE). • B U ILT PLAN ONRECTIONS NOTED-L PROJECT REFERENCE W.O. NO. 131 -0626 SURVEY NO. 6263 VAN BUREN BOULEVARD F.B.NO. 2206 STA 15 +00.00 TO STA 24 +00.00 CAD FILENAME C:0ATAIPR0JECAVmbtmBW M WWIYB24P 3 SHEET 4 OF 20 ������� 0 R/W s" w 11*� 0 &� p z - 3:% U) - C 0 If R/ �uj + 2072 i a- V) UB@ f V) c l i— . rn = c) I.- , V) Q T 2 0 (9 C> Li rn. CM, 1� rn C: L � C) Cj C) c� c " LZ CD LLJ CD x Lc u; = u; CD P a_ x T W uj� rl co 20 rn + rn Ln Ln - r.- Co Ln r- 4,0 M 2. B U I L T L A rco ;g L2 Ln A S S T� w L 's� 1 .— 0 cr Lu Cc -cc O 0 low WTV-2L.— V) CD -- CORRECT N a) 4n C3 L". 01 c r C) C, C a- 0 v ul a- 20 z REVISIONS DESIGN SECTION RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT PROJECT REFERENCE M Ii 0 0 0 + w 00 REVI BY I DESCRIPTION APPROVEDI -+ APPROVED BY: W.O. NO, Bl-0626 B1 0627 V ,OFESS 1 & w 11 i DESIGNED BY: 00 Z rn SURVEY NO. 6263 Z 011 w + GO V) u; 8 0 Z < a DRAWN BY: a-) Z VAN BUREN BOULEVARD F. B. NO. 2206 + 40 0 40 80 120 L + r) v) En Z 30' 20' < 7 No. C42999 CAD FILENAME QVATA1PRQJECT1VanbWBW 0 , rn n UJ CHECKED BY: MeftW84Adgn SCALES: 1"= 4 STA 33+00.00 TO STA 43+00.00 C-D Ln CHARLES SCOTT STALEY DATE LLJ 3;;M C w CO PROJECT MANAGER: C. SCOTT STALEY 0 OF ROAD DIVISION ENGINEER 6 V) ir- V) DATE A0 SHEET OF 20 RCE No. C42999 13; P- C 0 0 0 R/W s" w 11*� 0 &� p z - 3:% U) - C 0 If R/ �uj + 2072 i a- V) UB@ f V) c l i— . rn = c) I.- , V) Q T 2 0 (9 C> Li rn. CM, 1� rn C: L � C) Cj C) c� c " LZ CD LLJ CD x Lc u; = u; CD P a_ x T W uj� rl co 20 rn + rn Ln Ln - r.- Co Ln r- 4,0 M 2. B U I L T L A rco ;g L2 Ln A S S T� w L 's� 1 .— 0 cr Lu Cc -cc O 0 low WTV-2L.— V) CD -- CORRECT N a) 4n C3 L". 01 c r C) C, C a- 0 v ul a- 20 z REVISIONS DESIGN SECTION RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT PROJECT REFERENCE M Ii 0 0 0 + w 00 REVI BY I DESCRIPTION APPROVEDI -+ APPROVED BY: W.O. NO, Bl-0626 B1 0627 V ,OFESS 1 & w 11 i DESIGNED BY: 00 Z rn SURVEY NO. 6263 Z 011 w + GO V) u; 8 0 Z < a DRAWN BY: a-) Z VAN BUREN BOULEVARD F. B. NO. 2206 + 40 0 40 80 120 L + r) v) En Z 30' 20' < 7 No. C42999 CAD FILENAME QVATA1PRQJECT1VanbWBW 0 , rn n UJ CHECKED BY: MeftW84Adgn SCALES: 1"= 4 STA 33+00.00 TO STA 43+00.00 C-D Ln CHARLES SCOTT STALEY DATE LLJ 3;;M C w CO PROJECT MANAGER: C. SCOTT STALEY 0 OF ROAD DIVISION ENGINEER 6 V) ir- V) DATE A0 SHEET OF 20 RCE No. C42999 0 0 r- }� � � � E 1602-00 1 WTI.] I Umm m 1594.00 1 1590.00 1 1602.00 1 9621-1011M N 1594-00 1 1590.00 1 —J CZ) Z z C�j L 0 c� Q Ln m (mrn to C3 ASPH + rll ozo co OD rn 4.00� 10 a , CD 4.0 = 5 Ln z U). W U 0 Ln 0 F- Al 1602.00 00 + W uj :2 La OD + X 0 � XT 0 • 0 ui f QO uj ui F- W V) _; CD V) Gi (A:2w v 1598-00 O M i C> 0.6 co T LAi 1594. ocY' co Ld EXISTING ASP 1590.00 rr 0 lw � LL- L n L Z C> U) • cn 0 01 0_ + w to to U Ln Lm cl: 0 zo 0:3 --c 4n — < u� Ln L2 Ln 0 cn < V) w. co W w co w + + uj 1602.00 0 CD Z v), 0 co Z < . cn 0 ui t 0 u " WWI I.- ui 1598-00 1602-00 1 WTI.] I Umm m 1594.00 1 1590.00 1 1602.00 1 9621-1011M N 1594-00 1 1590.00 1 —J CZ) z C�j L 0 c� Q Ln m (mrn to C3 ASPH + rll co Ln Ln rn 4.00� 10 a , CD 4.0 = 5 z L) LL 0 W U 0 0 >; 5 C> co T cm IA co c" lw � L C> • cn 01 w to to CO Ln Lm cl: a, L!2 --c u� Ln L2 L" 0.43% uj — — — — — — ui — — — — — — — — — — — — LE PROPOSED NOMERLY TOP OF M PROFILE. PROFILE co co co C-2 C> L'� 4=) c" CO Qe c" 40, Ln cm 4f! u � O c0 40, Ln ui ui k A; tn La 0.45% W 1602-00 1 WTI.] I Umm m 1594.00 1 1590.00 1 1602.00 1 9621-1011M N 1594-00 1 1590.00 1 Ut:WUNtU UY: SURVEY NO. 6263 DRAWN BY: o VAN BUREN BOULEVARD F. B. NO. 2206 m CAD FILENAME C.ADATATROJECnVmbim 40 0 40 80 120 ZE No. C42999 1 all FRI mal m mw m—�� SCALES: 1"= 40' CHECKED BY: * IV Up. 3-31-M STA 80+00.00 TO STA 90+00.00 MWmIVBM.dgn It CHARLES SCOTT STALEY DATE C -IROAD DIVISION ENGINEER PROJECT MANAGER: DATE of S HEET RCE No. 042999 SHEET 11 OF 20 -N —J CZ) z C�j L 0 c� Q Ln m (mrn to C3 ASPH + rll co Ln Ln rn 4.00� 10 a , CD 4.0 = 5 z L) LL 0 W U 0 0 >; 5 Ut:WUNtU UY: SURVEY NO. 6263 DRAWN BY: o VAN BUREN BOULEVARD F. B. NO. 2206 m CAD FILENAME C.ADATATROJECnVmbim 40 0 40 80 120 ZE No. C42999 1 all FRI mal m mw m—�� SCALES: 1"= 40' CHECKED BY: * IV Up. 3-31-M STA 80+00.00 TO STA 90+00.00 MWmIVBM.dgn It CHARLES SCOTT STALEY DATE C -IROAD DIVISION ENGINEER PROJECT MANAGER: DATE of S HEET RCE No. 042999 SHEET 11 OF 20 -N w W SCALES: ,"= 40' I N x00 , J W — — 1602.00 1598.00 1594.00 1590.00 0 o;m - - 1602.00 - -r r, ...... _, ._ ...,. w 1598.00 PROPOSED SQUTHFRLYTOP OF CUffi RROFILE 1594.00 { _ I 1590.00 M M SCALES: - m N N N N N N N N N N oo°o 1 - 40 HOR o o 0 0 0 0 0 0 0 0 0 0 0 0 4 VER 95 +00 96 +00 97 +00 98 +00 99 +00 100 +00 I NOTE: 11 30' i 30' MEDIAN TRANSITIONS, PARABOLIC FLARES AND BUS TLIRNOUTS SEE SHEET NOI FOR DETAILS. CONSTRUCTION NOTES: 1Q JOIN EXISTING. Q2 RELOCATE SIGN 94 +00 (D ADJUST TO GRADE ( D SAWCUT EXISTING PAVEMENT. ® REMOVE EXISTING PAVEMENT. O7 CONSTRUCT TYPE A -6 CURB PER R.C. STD. PLAN NO. 200. © CONSTRUCT 0.67' A.C. O 09 CONSTRUCT TYPE " D" CURB PER R.C. STD. PLAN NO.204. ++ ® CONSTRUCT 4" TH[CK (PATTERN STAMPED) CONCRETE MEDIAN PER DETAIL o SHEET NO.2• PATTERN IS TO CONFORM TO THAT OF THE CITY PORTION (FULL WIDTH NO PLANTS). Q CONSTRUCT BUS TURNOUT PER PLAN AND AS SHOWN PER DETAIL SHEET 2. ® CONSTRUCT TYPE A -6 CURB WITH MODIFIED GUTTER (VARIABLE PAVEMENT WIDTH - MONOLITHIC POUR) PER R.C. STD. PLAN NO. 200, TYPICAL SECTION ON SHEET NO.2. PLANS, AND CROSS SECTIONS. © CONSTRUCT 0.63' PCC /1.17' AB CI-2. ® CONSTRUCT 5 FOOT WIDE P.C.C. SIDEWALK PER R.C. STD. PLAN NO. 401. 2173 2174 REVISIONS c" to 2 12 12 ti Q O '" N' O r- �- O ti O O f- ' + ° N I W ..... .. + 0 1 tid. + O w + O UJ o ._ ti:W ENV �ZU '31 �U 11 ' tn V) L •. � .. L a, Zoa ZLL o L a.: o ti O pp ,. ti4 'O co Ln a c� Q ' Z- O •O uj 00 co OD CO O RRECTIONS NOTED � ;l V) _ in N ap � cp M c N DESIGN SECTION N RIVERSIDE COUNTY TRANSPORTATION DEPA RTMENT PRO REFERENCE 01 A pFE88 �p APPROVED BY: O to �Op 1602-008 - c a° Q N� f W- W • tf'f O _E m .. _ . ... . .._.tD SIB - W - W . __ .._._ W W VAN BUREN BOULEVARD F. B. NO. 2206 CO a+ m , c+ i an us CAD FILENAME Q&TAWROJECT1Var�WN CHECKED BY: - - -- - -- STA 90 +00.00 TO STA 100 +00.00 1 \VB10Adgn La A *r C j� 1�- A �� CHARLES SCOTT STALEY DATE PROJECT MANAGER: Lu ROAD DIVISION ENGINEER SHEET 12 OF 20 DATE RCE No: C42999 1598.00 — i I ? EXISTINGASPHALT CONCRETE PROFILE 1594.00 _ Z I , O F '^ Vf ! /n 1590.00 O «� t . W O A C7 O OQ x . 7 m ® _ r po h W co . co Co N N z M . �! 1+1 N c . . c . _ - _ Q� __ CD SCALES: ,"= 40' I N x00 , J W — — 1602.00 1598.00 1594.00 1590.00 0 o;m - - 1602.00 - -r r, ...... _, ._ ...,. w 1598.00 PROPOSED SQUTHFRLYTOP OF CUffi RROFILE 1594.00 { _ I 1590.00 M M SCALES: - m N N N N N N N N N N oo°o 1 - 40 HOR o o 0 0 0 0 0 0 0 0 0 0 0 0 4 VER 95 +00 96 +00 97 +00 98 +00 99 +00 100 +00 I NOTE: 11 30' i 30' MEDIAN TRANSITIONS, PARABOLIC FLARES AND BUS TLIRNOUTS SEE SHEET NOI FOR DETAILS. CONSTRUCTION NOTES: 1Q JOIN EXISTING. Q2 RELOCATE SIGN 94 +00 (D ADJUST TO GRADE ( D SAWCUT EXISTING PAVEMENT. ® REMOVE EXISTING PAVEMENT. O7 CONSTRUCT TYPE A -6 CURB PER R.C. STD. PLAN NO. 200. © CONSTRUCT 0.67' A.C. O 09 CONSTRUCT TYPE " D" CURB PER R.C. STD. PLAN NO.204. ++ ® CONSTRUCT 4" TH[CK (PATTERN STAMPED) CONCRETE MEDIAN PER DETAIL o SHEET NO.2• PATTERN IS TO CONFORM TO THAT OF THE CITY PORTION (FULL WIDTH NO PLANTS). Q CONSTRUCT BUS TURNOUT PER PLAN AND AS SHOWN PER DETAIL SHEET 2. ® CONSTRUCT TYPE A -6 CURB WITH MODIFIED GUTTER (VARIABLE PAVEMENT WIDTH - MONOLITHIC POUR) PER R.C. STD. PLAN NO. 200, TYPICAL SECTION ON SHEET NO.2. PLANS, AND CROSS SECTIONS. © CONSTRUCT 0.63' PCC /1.17' AB CI-2. ® CONSTRUCT 5 FOOT WIDE P.C.C. SIDEWALK PER R.C. STD. PLAN NO. 401. 2173 2174 REVISIONS c" to 2 12 12 ti Q O '" N' O r- �- O ti O w O .., .. W ' + ° N I W ..... .. + 0 1 tid. + O w + O UJ o ._ ti:W ENV �ZU '31 �U 11 ' V) L •. � .. L a, Zoa ZLL o L a.: o a Lo a Ln a c� Q ' Z- O •O •O mow. O RRECTIONS NOTED � ;l V) W vi- in DESIGN SECTION RIVERSIDE COUNTY TRANSPORTATION DEPA RTMENT PRO REFERENCE A pFE88 �p APPROVED BY: W.O. NO. B1 -0626 B1 -0627 DESIGNED BY, a° Q N� f mp SURVEY NO. 6263 DRAWN BY: �e VAN BUREN BOULEVARD F. B. NO. 2206 n m No. 042999 429 x14 * 1 O y� 3 CAD FILENAME Q&TAWROJECT1Var�WN CHECKED BY: * Exp. STA 90 +00.00 TO STA 100 +00.00 1 \VB10Adgn A *r C j� 1�- A �� CHARLES SCOTT STALEY DATE PROJECT MANAGER: e pP o F f CA6� ROAD DIVISION ENGINEER SHEET 12 OF 20 DATE RCE No: C42999 ° o ° o 0 CD Q z �- > �-, t� � ,� �' TRAFFIC SIGNAL AND LIGHTING SIGNING AND STRIPING GENERAL NOTES . CONSTRUCT 1. 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 SHALL 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 /STATE 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 THE PERMISSION OF THE ENGINEER. GENERAL SIGNING 1. ALL REQUIRED STRIPING, PAVEMEN BE PROVIDED AND INSTALLED BY TH 2. ALL STRIPING AND PAVEMENT MARK PLAN SHALL BE REMOVED BY SANDE AS DIRECTED BY THE ENGINEER. 3. THE LOCATION OF ALL SIGNS SHALL BY THE ENGINEER. 4. PAINTED DOUBLE YELLOW STRIPES SEPARATING 4 INCH YELLOW LINES. 5. THERMOPLASTIC CROSSWALKS SH, BETWEEN 12" STRIPES 6. TURN ARROWS SHALL BE LOCATED j UNLESS OTHERWISE DIRECTED BY T STRIPING NOTES: MARKERS AND SIGNAGE SHALL :CONTRACTOR. 4G REMOVALS SHOWN ON THE ASTING OR GRINDING BE DETERMINED IN THE FIELD HAVE A 3 INCH PAINTED BLACK LINE HAVE 8 FEET SHOWN ON THE PLANS ENGINEER. 7. STRIPING LAYOUT (CAT - TRACKING) SHALL BE APPROVED BY THE ENGINEER PRIOR TO INSTALLATION OF STRIPING. 8. ALL EXISTING RAISED PAVEMENT MARKERS WITHIN THE PROJECT AREA SHALL BE REPLACED IN KIND AS DETAILED ON THE SIGNING AND STRIPING PLAN AND AS DIRECTED BY THE ENGINEER. 9. SIGNS SHALL BE STANDARD SIZE UNLESS OTHERWISE NOTED ON THE PLAN. SALVAGED SIGNS SHALL BE DELIVERED TO THE RIVERSIDE COUNTY MAINTENANCE YARD, 2950 WASHINGTON STREET, RIVERSIDE, CA. GENERAL TRAFFIC SIGNAL NOTES: 1. ALL PULL BOXES SHALL BE #5 UNLESS OTHERWISE INDICATED OR APPROVED BY THE ENGINEER. MAXIMUM SPACING SHALL BE 500'. 2. ALL SPARE CONDUCTORS SHALL BE CONTINUOUS, WITH 6' 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. 7. OBTAIN APPROVAL FOR EXACT EQUIPMENT LOCATIONS PRIOR TO FINAL PLACEMENT. STRIPING LAYOUT (CAT - TRACKING) SHALL BE APPROVED PRIOR TO LOOP DETECTOR INSTALLATION. 8. ALL VEHICLE INDICATIONS SHALL BE 12 ". ALL SIGNAL HEADS AND BACKPLATES SHALL BE METAL WITH LOUVERS. ALL LENSES SHALL BE GLASS. 9. ALL DETECTOR LOOPS SHALL BE ROUND (6' DIA.) WITH 10' MINIMUM SPACING BETWEEN LOOPS IN THE DIRECTION OF TRAVEL AND CENTERED IN THE LANE UNLESS OTHERWISE INDICATED. INSTALL DETECTOR LOOPS 1' BEHIND LIMIT LINE OR CROSSWALK UNLESS OTHERWISE INDICATED. 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 WITHOUT OPEN CUTTING. 11. A MINIMUM OF 6 FEET OF SLACK SHALL BE PROVIDED AT EACH PULL BOX, AND 20 FEET OF SLACK SHALL BE PROVIDED AT EACH CONTROLLER CABINET FOR SIGNAL INTERCONNECT CABLE. 12. ALL 12" RED AND GREEN SECTIONS AND THE RED AND GREEN ARROW SECTIONS SHALL UTILIZE LIGHT EMITTING DIODE SIGNAL MODULES. 13. ALL PEDESTRIAN SIGNAL FACES (COMBINATION PEDESTRIAN SIGNAL) SHALL UTILIZE LIGHT EMITTING DIODE SIGNAL MODULES. 14. ALL UNUSED TENONS SHALL BE CAPPED IN A WATERPROOF METHOD AS DIRECTED BY THE ENGINEER. NO SCALE ©0 INSTALL 6' DIAMETER DETECTOR LOOPS IN LEFT TURN LANES SPLICE DLC AT EXISTING PULLBOX. ABANDON EXISTING LOOPS. CONTACT JOHN HARKINS AT (909) 453-5206 FOR COORDINATION O. REVISIONS APPR DATE REVIEWED /CONCURRED LAWRENCE TAI, COUNTY TRAFFIC ENGINEER DATE y n DESIGNED BY DRAWN BY CHECKED BY WILLIAM MORGAN, TRAFFIWOPERATIONS MANAGER DATE MONAE PIRIE MONAE PIRIE MIKE KRANTZ DETECTOR LOOP REPLACEMENT -LEFT TURN POCKET VAN BUREN BLVD &WASHINGTON ST. (EAST LEG) VAN BUREN BLVD & DAUCHY AVE (EAST &WEST LEGS) VAN BUREN BLVD &WOOD ROAD (WEST LEG) 1.5'C,1 -DL615 v B EX. 1.5'C,1 -DLC ... �� EXIST RNV �� _ k�_ -- -- -- 1 - -- - - - - - -- - - - - - - -- - -- -- - - - - -- - -_ WLIJ EXIST C &G 10' O 2 2 git 4 1r 12' EXIST R/W 11 I EX R/W / / 11' TYP. 11' 1r 12' EXIST R/W 11 I EX R/W / / I ------------------ s - 1 2' - - -- --- 12 � AB TYP. - -- i 1Y ` 12' �l -- - -- T TYP. 1 12' I �- 8 0 N Y. I - - M - - -- L> PROTECT THROUGH LANE 17 DETECTOR LOOPS - -- - I INCLUDING ADVANCE LOO S (; O� - - - - - -- 8 - -- - __� EX RNV VAN BUREN BOULEVARD \\ TS II EX MW 1 �\ \ \ \ TS EX RNV X �� B _ _____ ------ - - - - -- -- - - - - -- I - - -- -- - - -8 -- - - - - -- 8' �LE�T DIAL IIIIEFORE YOU M TOLL PRE A PU&X SERVICE BY 12' 12' 10` -- PROTECTTH OUGH LANE CIL DETECTOR L OPS INCLUDING VANCE LOOPS - I 12' 12' J , TYP. W s ' - -- \ \ \\ j \ Q EX RNV \ VAN BUREN BOULEVARD `„ v 11 Q 0 RCS S W No. CE 49568 a Exo.9 -30.04 PC BY SUSAN VOM13AUR 12' I ( -------------------- i / / EX RM I I 4 - /? /" �4 0 COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT APPROVED BY 0- SCALE 1" = 40' WASHINGTON STREET I I 50' i I 5p' I I WOODCREST PLAZA c V BUR EX, R1 A h I I I E 878-2 R26E (SIGN ONLY) EX. R41 (RELOCATE TO STA. 18 +20 F h I I I A - I� EX- R26E(SIGN ONLY) A ( , B R41 / ( - - - -- h- - - - -�� 8 1 2 4 4 -- / / -r - - -- - -- - __ EXIS RNV - 4 10 - - EXIST C &G,SNV 11 300 D R10 1 8' - -- I - - -- -- 13' \: 11' 6 - - 10'- - - -- - ___ - -- -- -- -_ - - - - -- - - - - -i ; 12' 135' 12' lw R10,TYPE K D 1r 6 12 . ®®�- - -- - (7F575'TO \ L - - d ----- -,- - EXISTRNV 2 8 D R10 4 D R10 IMITS OSSWALK B EX. R2 (50) B EX. R48-1 R10,TYPE K D AINT I I , 0 REMOVE AND SALVAGE EXISTING SIGN AND POST. f 0 EXISTING SIGN TO REMAIN ❑C FURNISH & INSTALL W41 (48 "x48 ") SIGN ON NEW (4 "x6 ") WOOD POST WITH ANCHOR BLOCKS. Q FURNISH & INSTALL SIGN ON NEW SQUARE STEEL POST WITH BREAKAWAY BASE. Q FURNISH & INSTALL SIGN ON NEW (4" X 4 ") WOOD POST WITH ANCHOR BLOCKS. Q RELOCATE EXISTING SIGN AND POST. STRIPING NOTES: O REMOVE CONFLICTING STRIPING/MARKING BY SANDBLASTING OR GRINDING. Q APPLY 8" WHITE CHANNELIZATION STRIPE (DETAIL 38) ( THEMOPLASTIC) PER STD PLAN A20D. O APPLY 12" WHITE CROSSWALK/ LIMIT LINE STRIPE (THERMOPLASTIC) PER STD PLAN A24E. Q APPLY TYPE IV TURN ARROW (THERMOPLASTIC) PER STD PLAN A24A. O APPLY TYPE VII TURN ARROW (THERMOPLASTIC) PER STD PLAN A24A. O PAINT /REPAINT LANELINE STRIPE (DETAIL 12) PER STD PLAN A20A. O PAINT /REPAINT 4" DOUBLE YELLOW STRIPE (DETAIL 21) PER STD PLAN A20A. O PAINT /REPAINT 4" WHITE STRIPE AND INSTALL TYPE "G" PAVEMENT MARKERS 24' APART. Q PAINT/REPAINT 4" WHITE EDGELINE (DETAIL 27B) PER STD PLAN A20B. 10 FURNISH AND INSTALL RAISED PAVEMENT MARKERS (DETAIL 26) PER STD PLAN A20B. 11 APPLY THERMOPLASTIC MEDIAN ISLAND STRIPE (DETAIL 22) PER STD PLAN A20A, NO 3" BLACK STRIPE. 2 40 5 B OULEVARD 12' 12) 16' ' 500' TO STOP BAR 7 i INSTALL R41 SIGNPOST RELOCATED FROM STA. 16+40 Z A EX. R67,R67A C W41 2 8 4 10 4 9 U D LLJ _ _ EXIS T_RNV Z EXIST C &G- - - - - _ —T D R10T _ - _ EXIST DIKE - _ _ - - - - T _ _ _ - - UJ UJ - -- - - -- - -- - - -_ -- ei - - -- - - - -�° -- - - - - -- - -- -- - -- -- - -- - -W 12' 100' 1 6 72' Z W �.- 1 r 150 - - - - = 12' - -- - V 1r 6 - - 1 - - 300 12 ' IL ~ 11 12 , 1 2— 0< t` - 4 - TM - - -- - - - - -- - B - _____ - g' - - PW EXISTC &G -T - -- EXIST DIKE ----- ® ®--- ®��� -- - �s.�im - ® ®- ®- - -Z::: F- ms EXIST RNV = W D R10,TYPE K 10 4 2 y 20 7 D R10 9 W of W ~ SIGNING NOTES: UTMA"hol 10 g TYPICAL P oMMERCiAL.\ EXIST C &G,DIKE,E/P DRIVEWAY =_____�_____�____ -- ------------------- 6 4 - - -- 4` - - -- - - -� - -� RAISED MEDIAN io e 10 �C I — = _ = i T- OU _________ _ -- ------ $! ----- - - - - -- 81 - - -- --------------------------------------- ------------------------------------- -- - -- 12' s - - -- 12' 12' 12' 1:7_11;94 Id 71 1:4 01 Li 12' 12' 12' 1 12' ---- -- - --- 12' s R10 12' - -- _- - - - - TYPICAL 8 - EXIST C &G,DIKE,E/P) — - - — i I COMMERCIA G / 9 DRIVEWAY ( to NOTE: SEE INTERSECTION DETAILS THIS SHEET FOR INTERSECTION SIGNING AND STRIPING NOT TO SCALE 10 p ------------------------ 12' R10, TYPE K ❑D 12' T 10' -� `.' 12 - - -- 100' /o - /� - -- 1 - -- a 12' -- - - — - - - - - - - - -- - - -- -- EXIST (C &G,DIKE,E/P) — — �o 1 (GARDNER AVE STA 23 +20, PORTER AVE STA 36 +40, GAMBLE AVE STA 50 +24, CHICAGO AVE 66 +57, DAUCHY AVE 93 +48) NOT TO SCALE 10 g 4 — — — — — EXIST (C &G,DIKE,E/P) — -- - - - - -- --------- --------- - - - - - -- -- RAISED MEDIAN 120' R.C. 300' — — — — — — — — — — EXIST (C &G,DIKE,E/P) — — — D R7, R10, TYPE N ------- -------- ------- - - - - -- 12' -- P R10,TYPEK PDR17 N 11 O V 1 R10, TYPE K D it 10' RAISED MEDIAN 12' -- a 12' - -- 1 ------- 8 g 10 (RIDGEWAY AVENUE STA 80 +42) NOT TO SCALE STRIPING NOTES: O REMOVE CONFLICTING STRIPING /MARKING BY SANDBLASTING OR GRINDING. (� APPLY 8" WHITE CHANNELIZATION STRIPE (DETAIL 38) ( THEMOPLASTIC) PER STD PLAN A20D. Q APPLY TYPE IV TURN ARROW (THERMOPLASTIC) PER STD PLAN A24A. Q PAINT /REPAINT LANELINE STRIPE (DETAIL 12) PER STD PLAN A20A. O PAINT /REPAINT 4" WHITE STRIPE AND INSTALL TYPE "G" PAVEMENT MARKERS 24' APART. 0 PAINT /REPAINT 4" WHITE EDGELINE (DETAIL 278) PER STD PLAN A20B. 10 FURNISH AND INSTALL RAISED PAVEMENT MARKERS (DETAIL 26) PER STD PLAN A20B. 1a PROTECT EXISTING DELINEATORS IN PLACE. 13 APPLY 12" YELLOW STRIPE (THERMOPLASTIC) AT 20' INTERVALS (45 ANGLE). 1a PAINT 4" YELLOW STRIPE. INSTALL ONE TYPE IV ARROW FOR LEFT TURN LANES 150 OR LESS AND ADDITONALTYPE IV ARROW FOR LEFT TURN POCKETS GREATER THAN OR EQUAL TO 200. SIGNING NOTES: Q EXISTING SIGN TO REMAIN. Q FURNISH & INSTALL SIGN ON NEW SQUARE STEEL POST WITH BREAKAWAY BASE. CONTRACTOR SHALL INSTALL R10 SIGNS IN MEDIAN AS DIRECTED BY THE RESIDENT ENGINEER PER THE TYPICAL ABOVE FROM STA. 22 +25 TO STA. 107 +80 COLORS: BORDER & LEGEND - BLACK (NON -REFL) BACKGROUND - WHITE (REFL) DETAIL " A " SPECIAL REGULATORY SIGN FOR FIRE DEPT. VEHICLES EXCEPT FIRE DEPT VEHICLES LETTER HEIGHT: 3" DRIVEWAY SIGNING AND STRIPING TREATMENT VAN BUREN BLVD. 10 g D R11,R11A,TYPE K 2 4 10 = EXIST C &G,DIKE,E/P) - - - - -- ----------------------- - - - - -- ---- ---------- TTYPE K 12' - - - 12 - 200 - RAISED MEDIAN 10' 12O' R. 4 12' 12 - - -- ___ EXIST (C &G,DIKE,E/P) II l� II l� R10, R17 D R41 B R41 B (AM/PM GAS STATION / MINI MARKET STA 59+43) NOT TO SCALE 15,SPECIAL SIGN (DETAIL W) 10 9 EXIST (C &G,DIKE,E/P) — — - -- - -- - -- --------------------------- RAISED MEDIAN - - -- - -- - -- 13 — — — — — — — — — — EXIST (C &G,DIKE,E/P) — — — D R7, R10, TYPE N 10 -------------------- ------------------------- 12' D TYPE K D R17 - - 12' nox "m RAISED MEDIAN 12' 12' 13 1 14 ------------- - - - - -- -------- - - - - -- 8' 9 10 Lxd (COUNTY FIRE STATION STA 57+2 Ka 0 D U I L I h L M 11 NOT TO SCALE OOR RECTIONS NOTEO - - 2-c' 91 WoNmip; STRIPING NOTES: 0 REMOVE CONFLICTING STRIPING/MARKING BY SANDBLASTING OR GRINDING. Q APPLY 8" WHITE CHANNELIZATION STRIPE (DETAIL 38) ( THEMOPLASTIC) PER STD PLAN A20D. O APPLY 12" WHITE CROSSWALK / LIMIT LINE STRIPE (THERMOPLASTIC) PER STD PLAN A24E. Q APPLY TYPE IV TURN ARROW (THERMOPLASTIC) PER STD PLAN A24A. 0 NOT USED THIS SHEET Q PAINT /REPAINT LANELINE STRIPE (DETAIL 12) PER STD PLAN A20A. Q PAINT /REPAINT 4" DOUBLE YELLOW STRIPE (DETAIL 21) PER STD PLAN A20A. Qa PAINT /REPAINT 4" WHITE STRIPE AND INSTALL TYPE "G" PAVEMENT MARKERS 24' APART. 0 PAINT /REPAINT 4" WHITE EDGELINE (DETAIL 27B) PER STD PLAN A20B. 10 FURNISH AND INSTALL RAISED PAVEMENT MARKERS (DETAIL 26) PER STD PLAN A20B. 11 APPLY THERMOPLASTIC MEDIAN ISLAND STRIPE (DETAIL 22) PER STD PLAN A20B. MODIFY FOR ISLAND, NO 3" BLACK STRIPE. SIGNING NOTES: a NOT USED THIS SHEET Q EXISTING SIGN TO REMAIN E] FURNISH & INSTALL W41 (48 "x48 ") SIGN ON NEW (4 "x6") WOOD POST WITH ANCHOR BLOCKS. Q FURNISH & INSTALL SIGN ON NEW SQUARE STEEL POST WITH BREAKAWAY BASE. Q FURNISH & INSTALL SIGN ON NEW (4" X 4 WOOD POST WITH ANCHOR BLOCKS. 160 40 " 4 VAN BUREN BOULEVARD COSH 2 ( I w 0 00' 5 TO X -WALK PROPOSED CONSTRUCTION I > 0 AND MAINTENANCE EASEMENT I rr vi g z z o I z zz a z I �: EI z LL ~O S O w 0 W �= W U U I I m O w H '� N � r 3? U . co Z Z W m O O O 0 W m A 0 x 40 am PHASE DIAGRAM DIA. AT 24' TELEPHONE PEDESTAL NOT ��eeeeeeeee 12) 4 -► USED TELEPHONE MANHOLE + POWER POLE 12' 12 01 02 03 04 i -�► /// USED NOT _ TYPE HEIGHT SIG. M.A. 05 06 07 08 PED Lo QUADRANT ® 263129 9.1m(30) 12.2m(40) 4.6m(15) 200W HPSV 2 -MAS SV -1 -T SP -1 -T -• • ■■■MEE■■■ I 11' a, d�13 1 -A 3m(10) L _ J +00 ru v — — TV -1 -T 1 - _ — — „ _ . 5J9U � PTH5J 1 L N 17 -2 -129 9.1m(30) 6.1m(20) 4.6m(15) 200W HPSV VAN BUREN MAS SV -1 -T SP -1 -T 2 N O 1 -A 3m(10) TV -2 -T SP -1 -T 4 E O 26 -3-129 9.1m(30) 12.2m(40) 4.6m(15) 200W HPSV WOODCREST PLAZA 2 -MAS SV -1 -T SP -1 -T 4 E O 1 -A 3m(10) TV -1 -T SP -1 -T 6 S © 17 -2 -129 9.1m(30) 6.1m(20) 4.6m(15) 20OW HPSV VAN BUREN MAS SV -1 -T 6 S © 1 -A 3m(10) 7 TV -2 -T I SP -1 -T • Im m , 11--11111 111111111111 11111111111, 11111111111 ,11111111111'11111111111111 - Z 2 DETECTOR Z 4 DETECTOR Z 7 DETECTOR 1♦�������� Z 8 DETECTOR �00000��� ���00 ©�m000 am PHASE DIAGRAM DIA. AT 24' TELEPHONE PEDESTAL NOT FIRE HYDRANT 12) 4 -► USED TELEPHONE MANHOLE + POWER POLE 12' 12 01 02 03 04 i -�► /// USED NOT _ TYPE HEIGHT SIG. M.A. 05 06 07 08 qq�lll` D SCE SERVICE POINT P.P. #2181735E AB 1 5 3 LEGEND DIA. AT 24' TELEPHONE PEDESTAL h FIRE HYDRANT 12) WATER VALVE -- -------- - - - ----------------- TELEPHONE MANHOLE + POWER POLE qq�lll` D SCE SERVICE POINT P.P. #2181735E AB 1 5 3 345' TO BACK _ OF CROSSWALK 12' 213U I — I ---I SCALE 1' = 20' al BACK CLAMP DIA. AT 24' EX. 1.5 "C,1 -DL EXIST R/W 6 h (ASTM A307) 1� .r i3 -- -------- - - - ----------------- 114' PL 6 � - - �r - -- - - -- - - -- - - - -- --- - - - - -- -- - -- - - ------ - - - - 12' 12 16 - .F�CIST G&GS/V1r - - E-0 6E .. - - - _ _ ------------------ NO. TYPE HEIGHT SIG. M.A. LUM. M.A � - 1 0 PED Lo QUADRANT ® 263129 9.1m(30) 12.2m(40) 4.6m(15) 200W HPSV 2 -MAS SV -1 -T SP -1 -T I 11' a, d�13 1 -A 3m(10) L _ J +00 ru v — — TV -1 -T 1 - _ — — „ _ . 5J9U � PTH5J 1 L N 345' TO BACK _ OF CROSSWALK 12' 213U I — I ---I SCALE 1' = 20' al 06 , I P o n YC 0 y _ 2 "C,3 -DLC 1.5 "C,1-DLC EXIST R/W - -� - - - - - - - - - - - -- — -------------- — ----------- - - - - -- — \ 8' EXIST C &G,S/W I 1' TYP. TYPE E LOOP DETECTOR SAWCUT DETAIL 1.5'C,1-DLC 5T 12' , • 12' 0 r 12' 119U to �-r l - I ,2' / �-Zl � r4 to 12' EXIST DIKE 1.5 "C,1-DLC -- - - - - -- ------ 8 ' - - - - -- I EXI C &G, S T - - - - -- - - - - VAN B UREN EXIST R/W 1.5 "C,1 -DLC 2 "C,3-DLC O � SPECIFY POLE BACK CLAMP DIA. AT 24' L r h (ASTM A307) 1� .r i3 I 114' PL 6 � S 12' 12 16 06 , I P o n YC 0 y _ 2 "C,3 -DLC 1.5 "C,1-DLC EXIST R/W - -� - - - - - - - - - - - -- — -------------- — ----------- - - - - -- — \ 8' EXIST C &G,S/W I 1' TYP. TYPE E LOOP DETECTOR SAWCUT DETAIL 1.5'C,1-DLC 5T 12' , • 12' 0 r 12' 119U to �-r l - I ,2' / �-Zl � r4 to 12' EXIST DIKE 1.5 "C,1-DLC -- - - - - -- ------ 8 ' - - - - -- I EXI C &G, S T - - - - -- - - - - VAN B UREN EXIST R/W 1.5 "C,1 -DLC 2 "C,3-DLC O � SPECIFY POLE BACK CLAMP DIA. AT 24' W14 BOLTS ABOVE (ASTM A307) BASE. LUMINAIRE 114' PL CLAMP PLAN VIEW REMOVABLE CAP 7116' DIA HOLE IN CLAMP 3v __ ' 7 SUPPLIED WTH A TYPE "F" 318' -16UNC BLUNT -POINT 1.5' DIA DEBURED SELF - TAPPING SCREW HOLE IN CLAMP (PILOT HOLE TO BE _ -- _ FIELD DRILLED) NOTCH OR DRILL ) ' FOR DRAINAGE 1' DIA HOLE VWGROMMET ELEVATION 2 ABOVE POLE BASE WATER -TIGHT ELECTRICAL BOX THIRD TAB FOR 6' ISNS IISNS MOUNTING DETAIL NOT TO SCALE CONSTRUCTION NOTES: 43>FURNISH & INSTALL TYPE 170E CONTROLLER ASSEMBLY. CONSTRUCT FOUNDATION FOR TYPE 332 CONTROLLER CABINET PER STD. PLAN ES -3C. CONTROLLER ASSEMBLY SHALL INCLUDE COMPLETE WWV TRAFFIC TIME SOURCE CONFIGURATION ASSEMBLY TO PROVIDE TIME SYNCHRONIZATION WITH OTHER WWV TIME SOURCES. (SEE SPECIAL PROVISIONS) 20FURNISH AND INSTALL 3" SCHEDULE 80 PVC CONDUIT WITH PULL ROPE PER SCE REQUIREMENTS. EXACT LOCATION OF CONDUIT TO BE DETERMINED IN THE FIELD BY SCE. CONTACT SCE SERVICE PLANNER AT (909) 928 -8237 PRIOR TO EXCAVATION. 03 FURNISH AND INSTALL 120/208 VOLT DUAL METER TYPE III -CF SERVICE EQUIPMENT ENCLOSURE WITH TYPE V PEC. SEE STD. PLAN ES -2F FOR INSTALLATION. ®FURNISH & INSTALL 2 "C, 2 #10 (LUMINAIRE), 2 #12 (IISNS). ®FURNISH & INSTALL 2 "C, 3#6 (SERVICE, GFCI). ®FURNISH & INSTALL R34 SIGN ON MAST ARM PER CALTRANS STD. PLAN ES -71N, DETAIL U. 07 FURNISH & INSTALL R96/R96A SIGN ON SIGNAL STANDARD PER CALTRANS STD. PLAN RS4. ®FURNISH & INSTALL OPTICOM MODEL 722 PER DETAIL THIS SHEET. 0POWER LINES TO BE RAISED BY SCE SHALL PROVIDE 10' OF CLEARANCE BETWEEN TRAFFIC SIGNAL LUMINAIRE MAST ARM AND OVERHEAD POWER LINES. 10 REMOVE & SALVAGE EXISTING FLASHING BEACON. DELIVER TO COUNTY YARD AT 2950 WASHINGTON STREET, RIVERSIDE. REMOVE FOUNDATION /PULL BOX & BACKFILL WITH CL -2 BASE AT 95% COMPACTION. 11 RELOCATE UNDERGROUND TELEPHONE FACILITIES BY SBC TO ALLOW INSTALLATION OF SIGNAL POLE FOUNDATION. A " B U I 1©PROTECT EXISTING LOOPS IN PLACE. CORRECTIONS NOTED. w 120 VOLT SERVICE 30 AMP CIRCUIT BREAKER TO LUMINAIRES 15 AMP :IRCUNT BREAKER TEST BAUCH DUAL TYPE V PEC WIRING DIAGRAM A2 PROPOSED CONSTRUCTION / MAINTENANCE EASEMENT 120 VOLT SERVICE 20 AMP CIRCUIT BREAKER TO IISNS 15 AMP CIRCUIT BREAKER POLE SCHEDULE STANDARD I.I.S.N.S. SIGNAL MOUNTING PPB LUMINAIRE REMARKS NO. TYPE HEIGHT SIG. M.A. LUM. M.A LEGEND VEHICLE PED PHASE QUADRANT ® 263129 9.1m(30) 12.2m(40) 4.6m(15) 200W HPSV 2 -MAS SV -1 -T SP -1 -T © 1 -A 3m(10) TV -1 -T 2 N 17 -2 -129 9.1m(30) 6.1m(20) 4.6m(15) 200W HPSV VAN BUREN MAS SV -1 -T SP -1 -T 2 N O 1 -A 3m(10) TV -2 -T SP -1 -T 4 E O 26 -3-129 9.1m(30) 12.2m(40) 4.6m(15) 200W HPSV WOODCREST PLAZA 2 -MAS SV -1 -T SP -1 -T 4 E O 1 -A 3m(10) TV -1 -T SP -1 -T 6 S © 17 -2 -129 9.1m(30) 6.1m(20) 4.6m(15) 20OW HPSV VAN BUREN MAS SV -1 -T 6 S © 1 -A 3m(10) 7 TV -2 -T I SP -1 -T NOTE: FINAL POLE LOCATIONS TO BE APPROVED BY THE RESIDENT ENGINEER. CONSTRUCTION / MAINTENANCE EASEMENT 6J3U 4 _ 8 EXIST C &G - -- -- - -- - - - - - -- - - -- - - -- - -_ -__ - -_ -- - L - - -- - I-_ - - - -- -- --- -____- -- - -_- - - - A NV BOULEVARD EXIST R W p 1 5111'rWAM6 TA MAST -ARM MOUNTING CLAMP FOR OPTICAL DETECTOR LOOP PLACEMENT & SAWCUT DETAIL o I I 60 I I O Q I I i t 22DD 40 MAST -ARM 30' I f `i W o MAST -ARM MOUNTING SCE W I I ! CLAMP FOR Z 30 PP 2245837E 20 OPTICAL DETECTOR Q I I I SERVICE POINT I )ETAIL "A DETAIL "B A A Of z 4 10 I ° I I PROPOSED CONSTRUCTION AND 1 t� _20 0 c I I I I MAINTENANCE EASEMENT 0 I I z e 4 EX RAN SCE OH i \. a 3 9 6 O 7 -- I '' J 5T ---------- -- ------- ---- ----- - - - - - - -- - - - - - - - - - -- — _ — — -- - - - - -- __ __ Rye 345 TO BACK OF X- WALK °D 8 _ DETAIL 'B" 6 05 N 7 5 8 DETAIL "A "—� 0 8`'. 5 O p Qf g o r i r 5J9U �1 rx Ci 5. IL I 2W fV 2130 1w -- — -- a — - -- w - -- w — — w w' c --- - -- -- - -- -- --- -- G ----- — -- G — — / G - -- r - c - - - - - - - - - - - — - - - - - - - - - - - - -- - -- -- - - - - - -- - ------------- - - - - -- _ — — 8 EX RAN — — — — — T — — \ 24' 12' 12' PROPOSED CONSTRUCTION AND 2 MAINTENANCE EASEMENT 1.5 "C, 1 DLC f 2 "C, 3 DLC O ° ° C \ BARRIER 3 \` O \ � 9 J7L CONDUCTOR SCHEDULE A.W.G. OR CABLE TYPE LUMINAIRE RUNS 1 2 3 4 5 6 7 W/4 BOLTS POLE A REMARKS DUI. AT 24' (ASTM A-W7) HEIGHT 2 2 Z2 PED POLE B BASE. AS SHOWN �, I 318' -18UNC BLUNT -POINT 1 2 1 2 1.5' DIA DEI RRED J LU m a POLE C SELF - TAPPING SCREW SV 3 TA 1 1 ! 1 1 (PILOT HOLE TO BE 0 O 3 12 f POLE D 18 -3-80 1T 1 1 1 © 1 1 9.1m 0 c i:1 o 0 POLE E 1 1 1 1 z SV -2 -T 1 8 0 FOR DRAINAGE 1' DIA HOLE W/GROMMET PLAN VI EW 263-80 30' 40' 15' © TOTAL CABLES 3 12 1 1 1 1 2 1 3 3 �j ::: TV -2 -T LLS.N.S. 2 2 2 2 M24 2 12 9.1m 4.8m 20OW HPSV SP -1 -T 2 30 16 O TOTAL 2 2 2 2 Blossom Center MAS 2 SV -1 -T LUMINAIRE 2 2 2 2 2 4 2 40 15 . 10 TOTAL 2 2 2 2 2 4 2 0 1 DETECTOR 2 2 2 0 2 DETECTOR 2 2 DLC 0 5 DETECTOR 2 2 hJ 8 DETECTOR 1 2 1 2 2 0 8 DETECTOR 1 1 1 1 TOTAL 1 1 5 4 9 4 EMER. PRE -EMPT. 1 1 CONDUIT SIZE (INCH) 3 1 3 3 3 3 2-3 3 Ed REVISIONS DESIGNED BY DRAWN BY CHECKED BY MONAE PIRIE MONAE PIRIE MIKE KRANTZ R 1 � Y I �G/ �G1 r< 4- SECTION HEAD MOUNTING DETAIL POST 'POST VAN BUREN BOULEVARD EX. RNI/ 1 LOOP PLACEMENT & SAWCUT DETAIL REMOVABLE CAP THIRD TAB FOR IF ISMS 2 D CIRCUATBR CER RCIIT BREAKEF TO ISNS TO LUMINAIRES 15AMP 15AMP RCUIT CI BREAKER CIRCUIT BREAKER CONTACTOR CONTACTOR AMP BACK CLAMP LUMINAIRE I.I.S.N.S. LEGEND SPECIFY POLE W/4 BOLTS LOCATION REMARKS DUI. AT 24' (ASTM A-W7) HEIGHT 7/18' DIA HOLE IN CLAMP ABOVE TEST SWITCH PED SUPPLIED WITH A TYPE *P BASE. AS SHOWN �, I 318' -18UNC BLUNT -POINT 9.1m 9.1m 1.5' DIA DEI RRED Van Buren SELF - TAPPING SCREW SV 3 TA HOLE IN CLAMP ! (PILOT HOLE TO BE SURVEY NO. 18 -3-80 1T 30 FIELD DRILLED) © 263129 9.1m 12.2m 4.8m 20OW HPSV Blossom Center CLAMP NOTCH OR DRILL SV -2 -T SP -1 -T 8 FOR DRAINAGE 1' DIA HOLE W/GROMMET PLAN VI EW 263-80 30' 40' 15' © ELEVATION 3.05m REMOVABLE CAP THIRD TAB FOR IF ISMS 2 D CIRCUATBR CER RCIIT BREAKEF TO ISNS TO LUMINAIRES 15AMP 15AMP RCUIT CI BREAKER CIRCUIT BREAKER CONTACTOR CONTACTOR AMP IISNS MOUNTING DETAJL NOT TO SCALE FE SE ox U TYPE E LOOP DETECTOR SAWCUT DETAIL CONSTRUCTION NOTES 10 CONSTRUCT PCC FOUNDATION FOR MODEL "332" CONTROLLER CABINET PER STD PLAN ES -3C. O ALUMINUM & CABINET. L INCLUDE t7ALLL CONTROLLER IN ACCESSORIES TO PROVIDE PHASING SHOWN ON THESE PLANS. CONTROLLER ASSEMBLY SHALL INCLUDE COMPLETE WWV TRAFFIC TIME SOURCE CONFIGURATION ASSEMBLY TO PROVIDE TIME SYNCHRONIZATION WITH OTHER WWV TIME SOURCES. SEE SPECIAL PROVISIONS 03 FURNISH AND INSTALL 120/240 VOLT DUAL METER TYPE III -CF SERVICE EQUIPMENT ENCLOSURE AT LOCATION SHOWN. FURNISH AND INSTALL TYPE V PEC IN SERVICE EQUIPMENT ENCLOSURE. ® FURNISH AND INSTALL 3" PVC, SCHEDULE 40, SERVICE CONDUIT WITH PULL ROPE PER SCE REQUIREMENTS. SERVICE CONDUCTORS TO BE INSTALLED BY SOUTHERN CALIFORNIA EDISON CO CONTACT SCE SERVICE PLANNER. JEFF LAWRENCE AT (909) 928 -8237, 72 HOURS IN ADVANCE OF NEED ® FURNISH AND INSTALL 18" R96 /R96A SIGN ON SIGNAL STANDARD USING SADDLE & BRACKET PER CALTRANS STD RS4 © FURNISH AND INSTALL 30" R34 PER CALTRANS STD. ES -7N, DETAIL "U" O FURNISH & INSTALL 2 "C, 2.10, 2.12 (LUMINAIRES, IISNS) ® FURNISH & INSTALL 3M OPTICAL DETECTOR MODEL 722 (OR EQUIVALENT) 9Q FURNISH & INSTALL 2 "C, 3.6 (SERVICE, GROUND) 10 RELOCATE UNDERGROUND TELEPHONE FACILITIES BY SBC TO ALLOW INSTALLATION OF TRAFFIC SIGNAL POLE FOUNDATIONS 11 FURNISH AND INSTALL 30" "U TURN ONLY" SIGN PER CALTRANS STD. ES-7N, DETAIL "U" C OUNTY LAWKENCE TAI, M ( 01 w M 1-ra p n WILLIAM MORGAN. TRAF . POLE SCHEDULE STANDARD LUMINAIRE I.I.S.N.S. LEGEND SIGNAL MOUNTING PPB LOCATION REMARKS NO. TYPE HEIGHT 30 AMP MERCURY SK AYP, MERCURY LUM. MA TEST SWITCH PED DUAL TYPE V PEC WIRING DIAGRAM IISNS MOUNTING DETAJL NOT TO SCALE FE SE ox U TYPE E LOOP DETECTOR SAWCUT DETAIL CONSTRUCTION NOTES 10 CONSTRUCT PCC FOUNDATION FOR MODEL "332" CONTROLLER CABINET PER STD PLAN ES -3C. O ALUMINUM & CABINET. L INCLUDE t7ALLL CONTROLLER IN ACCESSORIES TO PROVIDE PHASING SHOWN ON THESE PLANS. CONTROLLER ASSEMBLY SHALL INCLUDE COMPLETE WWV TRAFFIC TIME SOURCE CONFIGURATION ASSEMBLY TO PROVIDE TIME SYNCHRONIZATION WITH OTHER WWV TIME SOURCES. SEE SPECIAL PROVISIONS 03 FURNISH AND INSTALL 120/240 VOLT DUAL METER TYPE III -CF SERVICE EQUIPMENT ENCLOSURE AT LOCATION SHOWN. FURNISH AND INSTALL TYPE V PEC IN SERVICE EQUIPMENT ENCLOSURE. ® FURNISH AND INSTALL 3" PVC, SCHEDULE 40, SERVICE CONDUIT WITH PULL ROPE PER SCE REQUIREMENTS. SERVICE CONDUCTORS TO BE INSTALLED BY SOUTHERN CALIFORNIA EDISON CO CONTACT SCE SERVICE PLANNER. JEFF LAWRENCE AT (909) 928 -8237, 72 HOURS IN ADVANCE OF NEED ® FURNISH AND INSTALL 18" R96 /R96A SIGN ON SIGNAL STANDARD USING SADDLE & BRACKET PER CALTRANS STD RS4 © FURNISH AND INSTALL 30" R34 PER CALTRANS STD. ES -7N, DETAIL "U" O FURNISH & INSTALL 2 "C, 2.10, 2.12 (LUMINAIRES, IISNS) ® FURNISH & INSTALL 3M OPTICAL DETECTOR MODEL 722 (OR EQUIVALENT) 9Q FURNISH & INSTALL 2 "C, 3.6 (SERVICE, GROUND) 10 RELOCATE UNDERGROUND TELEPHONE FACILITIES BY SBC TO ALLOW INSTALLATION OF TRAFFIC SIGNAL POLE FOUNDATIONS 11 FURNISH AND INSTALL 30" "U TURN ONLY" SIGN PER CALTRANS STD. ES-7N, DETAIL "U" C OUNTY LAWKENCE TAI, M ( 01 w M 1-ra p n WILLIAM MORGAN. TRAF . POLE SCHEDULE STANDARD LUMINAIRE I.I.S.N.S. LEGEND SIGNAL MOUNTING PPB LOCATION REMARKS NO. TYPE HEIGHT SIG. MA LUM. MA VEHICLE PED PHASE QUADRANT AS SHOWN O 18-3 -129 9.1m 9.1m Van Buren MAS 4C SV 3 TA / - 6 & SURVEY NO. 18 -3-80 1T 30 BLOSSOM CENTER © 263129 9.1m 12.2m 4.8m 20OW HPSV Blossom Center MAS MAS SV -2 -T SP -1 -T 8 H T �Oot 0 S EE BY SUSAN VOMBAUR DATE 263-80 30' 40' 15' © 1 -A 3.05m TV -2 -T SP -1 -T 8 10 O TYPE 15 9.1m 4.8m 20OW HPSV SP -1 -T 2 30 16 O 28 -3-129 9.1m 12.2m 4.8m 200W HPSV Blossom Center MAS MAS SV -1 -T SP -1 -T 2 263-80 30' 40 15 . N a SCE OH i ®$ --- - - - - -- m V fV r Ulu _ R � i .1 cn r �1 119L I — -- — — — — — — — — — — — — — — — — EX. E/P C> - -- 200' 1 12 "C, 1 DLC — — r ril 8J3U � o fV RO 5 0 r ___ —•— r ._.___ r 0 -. -. - -.— — .. -__ __ —_ —. _ - -- ._. .__... —. —_ - —__— —._- -- .._ -__ ----- _ _-_ --- - --- -__ --- -- --_ --- - 5' TO BACK OF X -WALK 1 E - - -- -- - - -- — t — = - E — -- -- - - -. -- -- - _ - -- - -- - — -- - -- -- - - - -- -------- - - - - -- _ -- Exs��— - -- - — ------ - - - - -- - -- -- -------- - - - - -- -- - - - - -- ------ - - - -- --------- - - - 2 - -- - - - - -- ----- - - - - -- ---- - - - - -- - -- -- ------ - - - -- -- - -- -- - - - -- - - - - - -- -- - - - - -- T - - - - - r -- - - - - -- -- - - - -- SERVICE ADDRESS: 18888 VAN BUREN BLVD. SIGNAL ENERGIZED: SG 1328 if E88i. 1' TYP. No. CE 49M A Exp. 943 r'4 0 CI VI L p' BOI CALIFO AS ® B U I LT PLA CORRECTIONS NOTED COUNTY OF RIVERSIDE TRAFFIC SIGNAL PLAN REFERENCE SPORTATION DEPARTMENT PROVED BY VAN BUREN BLVD W.O. N O- a3 -0 740 / - 6 & SURVEY NO. ' / `o � BLOSSOM CENTER F. B. NO. )EP ECTOR OF TRANSPORTATION DATE FILE: B3074OSG.DGN t h- s D3 (DAN 800' W/O WOOD RD) H T �Oot 0 S EE BY SUSAN VOMBAUR DATE