Loading...
HomeMy WebLinkAbout1430-S 1 ! i I I i i � I I I I i II I 1 1 - - I - �I - - - - - - - - - - - - - - - PROP. R/W� - - - - - - - - - - - - - - - - - - - �_ - - - - -�-/W - - - - - - - - � EXIST. C do G " R T-- W J �_ E.P. Z_ E.P. - �� E.P� EXIST. 4�WHITE EDGE UNE E.P. EXIST. 4 WHITE EDGE LINE_._ ---- ---- � 3 N EXIST. 4" WHITE EDGE LINE II - _ _ _ _ _ 50 _ _ 50' ��� �— --� — P 1 RP 1 — Q m N II II - - - - - - - - - N — - - - - - - - - - - - - - - - - PS � W N - - _ — — _ — _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ EXIST. C do G -� r;W41(E) W Z 0 - - 13 ' - - - - - - - - - - - - - - a - - - - -� - - - EXIST. C do G� - - - - - - - - - - - - - - - I ��R1(E JH L�- �� � lRP 9 { 1 LEMON AVENUE I I I I I I I II II ALTA LORM II I II I I CHANNEL LONDON AVENUE g p N STRIPING AND PAVEMENT MARKING LEGEND STRIPING AND PAVEMENT MARKING QUANTITIES ©REPAINT EXSITING O1 4" SOLID YELLOW (CITY STD #407) 4" SOLID YELLOW (CIN STD #407) = 200 LF. 20 4' BROKEN YELLOW (7' STRIPE - 17' GAP)(CITY STD #407) 4" BROKEN YELLOW (7' STRIPE - 17' GAP)(CITY STD #407) = 1230 LF. O3 8" SOLID WHITE (CIN STD #407) 8" SOLID WHITE (CIN STD #407) = 200 LF. ® 11" DOUBLE YELLOW (CITY STD #407) 11" DOUBLE YELLOW (CIN STD #407) = 540 LF. O5 1 Y SOLID WHITE (CITY STD #407) 12" SOLID WHITE (CIN STD #407) = 450 LF. © "ARROW' PAVEMENT MARKING - LEFT (TYPE IV) 11 i it I "ARROW' PAVEMENT MARKING - LEFT (TYPE IV) = 4 EA. O "SIGNAL" STD. PAVEMENT MARKING II ; it II "SIGNAL" STD. PAVEMENT MARKING 2 EA. II r I I ® AHEA<7' STD. PAVEMENT MARKING II II I "AHEAT STD. PAVEMENT MARKING 2 EA. II II I I II I II II 9 "STOP" TD S , PAVEMENT MARKING II r j II i II "STOP" STD. PAVEMENT MARKING 2 O I II I II 1 I II � III II II II I II I� ; �^I II i II 1 II II I I I�; -L �-- R1 E / 1 - - - - - - - - - _ _ I _ _ - - - - - - - - - � — _lLJ1 — - - - � � - I � � —r - fi - - - - - - - --r-- - - --�-- -�- W41(E) �a — � � \ � - - - - - -� - - - SEXIST. C acG WO (7 �'_ _' - - - -- - - --- - -- - - - - --- - - - - - - - -- ` — �— -_ — - - - - -j-rL_ J�- - - I - - - - - - - - - - - -- -- -- &G —r u._ - - - - - —��-- - Z � RP4 ao RP5 P5 -� - - � -- - RPS - -- -- - � � N RP7 ..-I W 80' TRANSMON 90' TAPER _---___-._..,. _ 10 _ I 10 100 90' TAPER 80 TRANSITION c� - RP 8 50' - _ 50' _ _ - _ -_ _ _ I - ---- _ T __ - RP 4 - - RP 2 RP 1 - RP 1 iv P 2 W -4 .4 co -- — — — ,- RP 4 - — — — RF' 6— --- -- P 3 -`r� RP 6 RP 5 ( I RP 6 RP 4 RP' 6 RP 4 - N Fr-- KLUS6N P 5 M N Q W _ _ _ � =-- -- - - — _ -- - _ __ — I �__ _-_____________W - � - - - - - - - - \ - - - - - - _ T EXIST. C dtG - - - � - - - - - - - - - - - - - - - - - F R WWo - -R1(E) W N LEMON AVENUE P 9 i II I► I ► I I II II I I II I I I I I I I II ► I I II II I I ! II I g I II , II 1 ! ►I I n I I I III I S I I I I I I ►I I I I �- II AVENUE ARCHIBALD AVENUE No. REVISION APPR. DATE CITY OF RANCHO CUCAMONGA STRIPING PLAN LEMON AVENUE - APPROVED 8Y /J DATE . ;Z �- �pFESSfONq CITY ENGINEER G =- R.C.E. NO.0S1 Y { - -- �'� DESIGN KECOMMENDED NNWO.M.A./K T.0 _ = =-� -F' J.F. DAVIDSON �� l l—L� ' 0 �� A ASSOCIATES, INC. 3r-9ZJ� --- - // DRAWN �-�.... �.-_ . 3426 TENTH STREET SHEET ;RAFF�� �Q?� K.T,O RIVERSIDE, CA 92502 _j O_OF_l1-_ - (714)683-0209 CHECKED fd .7 f j�T E. NO. -18DRAWING N0. DATE 8-20-9o_ FILE N0.-8911369--_ J4713 0 - STRIPING AND PAVEMENT MARKING LEGEND STRIPING AND PAVEMENT MARKING QUANTITIES ®P REPAINT EXSITING 01 4" SOLID YELLOW (CITY STD #407) 4" SOLID YELLOW (CfTY STD #407) = 300 L.F. 02 4" BROKEN YELLOW (7' STRIPE - 17' GAP)(CITY STD #407) 4" BROKEN YELLOW (7' STRIPE - 17' GAP)(CITY STD #407) = 980 LF. 30 g' SOLID WHITE (CITY STD #407) 12" SOLID WHITE (CITY STD #407) = 120 LF. 04 11" DOUBLE YELLOW (CITY STD #407) "STOP" STD. PAVEMENT MARKING = 4 EA. 05 1 Y SOLID WHITE (CITY STD #407) © "ARROWn PAVEMENT MARKING - LEFT (TYPE IV) 07 "SIGNAL" STD. PAVEMENT MARKING ® "AHEAD" STD. PAVEMENT MARKING 09 "STOP" STD. PAVEMENT MARKING AMETHYST MALACHITE AVENUE STREET I I I l 1133' 33I 1 II II 22' I 22'� I II 1 11 Ioil ll �, II II ill + IIS II ' II �I IIS II II i i II II II II II II _ � R1(EXiST) R1 9E 0O — -� EXIST. C & G — — — ��/ --j \�� _ — — — — — — — — — -�EXIST_ G �— T— -1- �- - /y�--- L - �� pCIST C.� M tiP\Nc W - -- - - - - - - -- -- - - - -- - - - - - - - - - - -- - - --- = 11 - - - L — � - - - — - - - - - L - -� — L- - - --il - - - - _i �_1 N �- ZQ r7 M ORB- - - - - - PS J RP 2 N P 1 RP 1 RP 2 N P 2 RP 1 1 100' Is U W50, 50' 50' Q L J N F) N RP 9 RP 5 RP 1 - wo EXIST. C do G7-- = � _ = -7 —71= = = = = = �- = r - = = -17- -11- EXIST. C do G —TI- -II— = = M--77 = -17- = �- -=71R�(E)--��� i = — � EXIT G � W R/W R/W / N II Il 1 R1(E) LEMON AVENUE to o I I I II RP 1 P 9 1 , II II I II li � II II , g IIP 2 11 II , II Oil 110 411 , 11 -v i - - i- - , oil _ 1 , Of S N No. REVISION APPR. DATE II S , III - II it CITY OF RANCHO CUCAMONGA IL 27' 22p � STRIPING PLAN 33' --331 II it LEMON AVENUE ' II 11 I AMETHYST STREET II 11 G� II lI I APPROVED BY DATE. 1, F � - CITY ENGINEER —6 v.L - - Q R.C.E. N0.2171 7_ MEET EXIST. STRIPING 2�' "k, DESIGN - - RECOMMENDED - J.F. DAVIDSON ll 'Z(� • �(O 0 M.A. K.T,0, - -� �-� — -� , _ NC l� 1 � o' ASSOCIATES, INC. —_- — �. � .� - - DRAWN SHEET 3428 TENTH STREET Jt�TTRg f F�` \.�� K.�t0. RIVERSIDE. CA 92502 1'I _ OF 11 OF CAS (714)683-0209 DRAWING N0. _ CHECKED NO. 18 8911369 1 q3Q- - DATE�-�e�o FILE N0.___ STAGE I SIGNING STAGE II SIGNING I 2 ' I � R R/W�. - - - - - - - - - V- C 6(si) C9A(S1) C1jS1) Z C13 26 S) \ TYPE III BARRICADE R26(S) R _150' TO FLAGGER 225' TO FLAGGER 3000' TO FLAG R WITH TYPE KLu LAj O R26(S) 26(S� - - - _� 3 - E.P FLAGG�R , �, _ _ _ _ _ _ _ _ -- - - — - - - — — -- (S1) = ti z Vw r 2� • • • • • • • • • ♦ • ♦ • • M a ♦ � o O . ' 7 r ti r�7(Sl) �� 7 s1 7 s1 FLAccER(S2) 21(s2 �; �� 7(s2) 0 0 © U 0 P7(S2) I Q LA? C TYP.- - C2 1) - - - - - - - - - - - - -- -- - - - -- -- - - - --- -- - - - - - -- - -- - - - -- -- - - - - - - - - - _ J C18 C1 S1 C9A S1 C36 S1 R26A S C18 S2 EXIST. CURB C1 S2 C9A S2 R26(S) - C36 S2 (S� R26 S) C18(S3&S4) EXIST. CURB C1 S3acS4 R26 S) C1 (S3acS4� Lui I W' MIN' _ 52 R/-w,7­77(5T _4977-0 B.C. - - - -+ 275' 10 B. R/W , 1 0' T7 B. � - - - R (SLJ, i ;� R W - - _ L 250' MIN. 0 I v1 450 TO B.C. 350 TO B.C. 250 TO B.C. L _300' MIN. + j BA RICADE R1(EX1ST) 350' MIN. L FRION AVENUE �\ c3 II__ I C9A( o ci (S 1�cS2) t _ am I 1 - N � i i C18 NS � ALTA L.OMA C1 (S1&S2) -w _ CHANNEL Ex«TING MQeTIzUGTl0N LONDON AVENUE ` V) SEE NOTE FOR CONST. SEE NOTE FOR CONST. LANE CLOSURES LANE CLOSURES ' STAGE 11 SIGNING STAGE III SIGNING STAGE IV SIGNING STAGE V SIGNING 18 1 II � �4&s�) I 86 r- 0 o (S2,S38cS4 II 013 > w Ln 0 11 1 o> 10 LA ($4,S5 a sd > rnad4m0 ° 01 I' j I I C9A 00 C.) w E- �i I I I I a w �� T!! s2,S3&c 14 11 1 �T }�4&c ) 1 I F— _ -+ ( 0 -�� C9A` 36' lc/-) C/) . oo col 1 II FUTLAZE GOI�TFzUGT1 oN II I O w wcn i l II 450' TO FLAGMAN! I I 11 1 , J + _ 7 O f - - 0' - 3 -R1(EXISI�- 150 TOB.C.Rte\00 B.C. - 250 B.C. 300 TO B.C. y,� _ - C18(S1) „ _ R16 S2 N TYPE IIBARRiCADE A - -I - I R26 S 150 TO B.CI 200 TO B.0 300 TO B.0 375 TO B.0 C9A(�2acS3 C1 S2S3) _ - f T - - _ �=-1-- J i C 18�S4dcS5 Z �' , -' - , -, dcS4 I� '� �I 36(S2 S3)� R26(S) ( �18(S2 S3) R26(S) C\3�f�4 8� S5) C9A(S4dcS5 C1(S4dcS5) �- ' % / T till AA�Rtl+f�J �_- 1� —11- - -. � � _1t - — 11 - I - - - - _ =- - _. . - __ � _ = - - - - - -- _. - -U - - - — — — — — — - > Z � }- �� -cups - / i do J W V i i i / / %/ i ij �/ / y 1-- -- -- -- - - - - - - - - - - - - - - - - - - - ST W `IYF'E ' _ C21 S4 G C21 S4)R 17 S5 8.S6) FlAGOER is S5& 6 i _ \ FLAGGER ( ) G C27(S4) C27(S4) . . V O . (S 4) \ -'7� - , ; i•� ; , / ,• , 016 CADI~ 3dcs Tr •� T , , ,• � \ V� (� 0 0 4•-•►�_j_j FLAVly y �' i / ` �� i �. I TC[l.F�l1C !fes x Q ° 7 S2 �- r (t2&S3) > . ( ) C21(S2) �W1i^s i�F't_ N- 3 _ - TYcFR BARRICADE - -- - - R 1 S36c k �c -N-,� � ��54��5)ON 8 IC DE 9W �— -r O - R17(S2dcS3) R26(S) C18 S58,S6) C1 S58� S6) C9A S5 �R26(S) C9A S5 �iR26(S) \ L--- _ ,� �R26(S) R26(S) 150' TO B.C. I ON TYPE 11 BAR ICA � - - �---�- -- � -�--- - -� �� - - �--�-- - - - - � - - - - - - 1 1 350' 70 Bri 5 T155' TO B.C. 1 R1(EXIST) 1 300 TO B.C. 22 B.C.B C o�m 11 C36 0 o II l I U m �di II ( 2,s3dcs4) m O m W � mI III I � � U O cU II 1 I�9A N O g N� I I IC9A1cosi o m I II (S2,S3&S4)JL 1 m =p N (S4,S 5 a S6)i 0 N�o I I ICI I O 1� C18 RE I1 M C10�JcJTRY_TIDN NoTE� UMITg OF t �� 3 (S2,S3&S4')i SIGNING NOTES I N 1 �- U i (S4S5) i L coN�7IzucTloN �f T2 IhQv)"I gy c-HARc-ES AIR?V1TAcc - I m U ©REY�5�DN5 DN�Y N L 1. C9A do C36 SIGNS TO BE COVERED DURING NON-CONSTRUCTION HOURS I IL C18 o� o KLUSMAN AVENUE 2. C1 SIGNS TO MOUNTED ON TYPE II BARRICADE WHEN USED IN CONSTRUCTION ZONE. �I (52,S3&S4) -_ No. REVISION APPR. DAZE I li Q�"A E SS/ ARGHIBALD AVENUE LEGEND _ CITY OF RANCHO CUCA ONC' A ARCHIRALD INSTALL TEMPORARY CONSTRUCTION R No. 46.5 PLAN�,' CONSTRUCTION NOTES AND/OR WARNING SIGN (AS INDICATED) F"�-�''�9 D TOUR �`n h A 1 _---. LANE CLOSURE SEQU_ EN_CE 1 ALL SIGNING & TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION - - - ------ i--_ r, EXISTING SIGN lgl� Yom; AND MAINTENANCE WORK ZONE (DATED 1990) OF DEPARTMENT OF TRANSPORTATION, STATE OF CALIFORNIA. [-1] CLOSE THE NUMBER 2 LANE. (NORHTBOUND DIRECTION) )f CA, LEMON AVENUE C � ) STAGE II (FIRE ORANGE WITH 2 WHITE REFL 2 ALL WORK AREAS SHALL BE COMPLETELY CONED AND/OR BARRICADED WITH STEEL PLATES USED FOR COVER AT NIGHT. DIRECTION) STAGE i&N • INSTALL PORTABLE DELINEATOR HIGH 2 CLOSE THE NUMBER 1 LANE. (NORTHBOUND DIECTIECTOR►ZED 3 CONTRACTOR SHALL WORK IN SAID AREAS BETWEEN 9:00 AM. TO 3:30 PM. WHEN CONTRACTOR IS NOT WORKING [3 ; CLOSE THE LEFT TURN LANE. (BOTH DIRECTIONS) TOP BANDS) IN SAID AREAS TRAFFIC SHALL BE TWO WAY WITH NO OPEN TRENCHES IN THE ROADWAY. [4 CLOSE THE NUMBER 2 LANE. (SOUTHBOUND DIRECTION) h POSITION SIGN (AS INDICATED) - 24" MIN HEIGHT ON A TYPE I BARRICADE. _ 4 ALL WARNING SIGNS MUST HAVE ORANGE BACKGROUND WITH BLACK PRINT. [5 CLOSE THE NUMBER 1 LANE. (SOUTHBOUND DIRECTION) � �-� � � / c� .��"� 5 ALL DAMAGED STRIPING AND SIGNAL EOUIPMFN7 SHALL BE REPLACED WHEN TEMP. TRAFFIC CONTROL IS REMOVED. APPLY TO ALL SHEETS. FLAGGER TO BE UTILIZED CITY ENGINEER _ ,� /� . _ R.C.E. N0.�lQ� 6 TRAFFIC SIGNAL SHALL. BE ON FLASH DURING STAGE III CONSTRUCTION DAY AND NIGHT. CONTACT CITY ENGINEER OFFICE STAGE I&IV N POSITION SIGN BOTH SIDE (AS INDICATED) - 24' MIN K.T.O./C.M.M. J.F. DAVIDSON �� AT LEAST 24 HOURS IN ADVANCE. T i HEIGHT ON A TYPE I BARRICADE. MOT ASSOCIATES, INC. STAGE II �" ` �` 7 TRAFFIC IN LFMON STREET WILL BE RESTRICTED TO ONE WAY TRAFFIC DURING CONSTRUCTION HOURS AND SHALL OPEN TO DRAWN �"'" �` SHEET 3426 TENTH STREET L TWO WAY TRAFFIC AFTER HOURS. (S1,S2,S3,ETC.) INDICATES SIGNING PER PHASE I,II,IIi,ETC.) C.M.M. _ RIVERSIDE, CA 92502 - .960E - / f7- (714)683-0209 8 ALL WARNING SIGNS WITHOUT (S*) SHALL IN N PLACE AT ALL TIMES. ADDITIONAL SIGNS MAY BE NEEDED ACCORDING TO THE CHECKED ,J e r�,�� DRAWING N0. CONSTRUCTION STAGE AND THE ENGINEER-IN--THE-FIELD. TRAFFIC DIRECTION e _4& T.E. N0. 18 -__ DATE 6-.go-90 FILE N0. 8911369 � � PROJECT SH65 r of