Loading...
HomeMy WebLinkAbout2011-S CONDUCTOR SCHEDULE EXISTING SIGNAL PHASE DIAGRAM I I POLE S tom-►-too " 1 1 1r0-�-r-rte I ( ( SCHEDULE LLLLLLL 8 9 LA Q tf �{ AWG CIRCUIT ;; ; ; ; {4" ; ; ; ;� � I % 0 STANDARD MAST ARM LUMINAIRE PPB SIGNAL MOUNTING I•I.&N.S• POLE LOCATION n 3 3 3 3 L REMARKS -' TYPE HT. SIG LUM. H.P.S.V. 0 QUAD VEHICLE M.A. PED. MESSAGE E FB C 02 3 3 3 3 3 3 � rroLA �--� E 03 3 3 3 3 3 3 3 3 3 6 6 01 02 03 04 0 I A 26A-5-8o 35' 55' 15' 250 W 6 EAST SV-1-T 3-MAS SP-1-T Milliken AVE HL►4 3 3 3 3 6 6 _ 0° 9600 EXISITNG I I 05 3 3 3 3 3 3 3 4 f— -�, B TYPE 22 35' - 15' 250 W 8 SOUTH SV-2-T - SP-1-T - EXISITNG �n ST H>6 3 3 3 3 3 3 3 6 6 coN ; ; ; ; , ; ; 1 �� 5050 C 9AS-5-80 35' 65' 15' 250 W 8 SOUTH SV-1-T 3-MAS SP-1-T Fourth 11400 EXISITNG 07 3 3 3 3 3 I p TYPE 22 SV-2-T -1-T _ EXISITNG 35 - 15 250 W 2 WEST - � �5 �6 �7 �8 E 29A-5-80 35' 55' 15' 250 W 2 WEST SV-1-T SP-1-T Milliken AVE EXISITNG 08 3 3 3 3 3 3 3 3 3-MAS 100pN 02 PED 2 2 2 2 2 2 * FUTURE RIGHT TURN OVERLAP B I F TYPE 22 35' _ 15' 250 W 4 NORTH SV-2-T - SP-1-T - EXISITNG #14 04 PED 2 2 2 2 4 4 I ST 06 PED 2 2 2 2 2 2 2 4 4 I G 29AS-5-80 35' 65' 15' 250 W 4 NORTH SV-1-T 3-MAS SP-1-T Fourth 4200E EXISITNG 08 PED 2 2 2 2 2 2 2 2 I H TYPE 22 35' - 15' 250 W 6 EAST SV-2-T _ SP-1-T - EXISITNG Hr1 PPB 1 1 1 1 1 w 62' 64` 02 PPB 1 1 1 1 O 1. ALL EQUIPMENT SHALL BE EXISTING 06 PPB 1 1 1 1 1 1 1 1 1 2 2 c 11' 5' 11' 11' 11' 11' 12' ' 12' 11l 11' 11, 5, 08 PPB 1 1 1 1 1 1 1 Y O.L. A 2 2 2 2 2 2 2 I O.L. B 2 2 2 2 4 4 SPARES 3 3 3 3 3 3 3 3 3 6 6 TOTAL 12 21 28 32 32 39 14 23 23 62 62 DTI A © _ PPB COMMON 1 1 1 1 1 1 1 1 1 2 2 � . (NO SCALE) #6 06 >-� -- 3 4 #12 I.S N.S. 2 2 2 2 2 2 2 2 4 ,�- - _ ---^-+ -- -- {-Ae -i; --- ;�.� CB TOTAL 3 3 3 3 3 3 1 3 3 6 2 FOURTH 1 2 EVPr ;; ; ' P\ 230' TO BCR STREET 02+0 O V 06P - - _ 3 q 08P 5 EX. R73- 5 * � STUTBALLOl1T C. C�R2(55) - r t'f=-•08 EX. D�TAII A _ I N N A (FUTURE DLC) W 1 • -Ci 3+ 8 1 LS7 - 2 • c 08 EX. VIDtO DETECTION CAMERA (TYP.) 2 �� -< 08 E EX. R73-5 ' PROPOSED VIDEO t-{;.� 08 / DETECTION ZONE (TYP.) 4 285 TO BCR LS7 _ - I _� 1 � .. = Ir CITY OF �A CHO CUCAMONGA C1 TY OFONTARIO EX. R73-5 07 ;7 r .• p t , , , , , , , , , 1 , , , , a.r___a / / u��_s_a_�1J_I_a_•i��_t . � 4 � r�7-�-s-r-r ,' 1 of }-12- ;- 285 TO BCR rja.a- 4-46�{a M - --- ---. _.__-- N� ---- --- ___ --_.- N` -- -- --.. --. M _...- -_..- __.-- ---. N, __-_ __.._ --... ------ - ----- 1 =a =-• f 04 1 - 1 1 _ 0304 4+079 �•c r,-� EX. VIDEO DETECTION ZONE TYP. EX. 2'C. (I/C r. OH 04�' - - - - - - - - - - - - - - EX. DETAIL A �4 - -r' Y I `44P EXIST. 2"C. 1-12 PR#19 LC 2 9 01 . GENERAL NOTES: TO GURNEE AVE. 7 \ EX. R73-5 i "M ' 1. ALL MARK AND MATERIALS SHALL CONFORM TO CALTRANS STANDARD PLANS IMO SECTION N C 0 N T CONDUCTOR SCHEDULE CoNSTRucnoN NoTEs: - ___ ' 6 OF THE CAI-TRANS STANDARD SPEaFlCATO]M BOTH DATED JULY 1992. AND CITY OF ONTARIO 7. ,c - � SPECIAL PROVISIONS FOR TRAFFIC SIGNALS PREPARED SPECIFICALLY FOR THIS WORK. R1OAI , F 2. ANY CONTRACTOR PERFORMING WORK ON IM PRO&CT SHALL FAMILIARIZE HIMSELF WITH THIS AWG CIRCUIT QRS PED PUSH BUTTON AND PPB POST. REMOVE FOUNDATION COMPLETE. r-r-r'�r'�" F 97E AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE r0 EMSTNG FAMPES RESULT= L,A2 3 LLA6 7 9 10 11 f6P 06 01+0606. �; 01, ; , , O Y NIDIRECTLY FROM HIS OPERATIONS. WHETHER OR NOT SUCH FACILITIES ARE SHIOHNN ON I HE PLANS. 01+06 1 1 1 1 .. r1 , 1 1 • ; ;�� 4J 2Q ADJUST VIDEO DETECTION ZONE WITH NEW LANE CONFlGURATION. ;� .� _ EVP 3. THE CONTRACTOR SHALL RENEW OR REPLACE ANY DOSTNG IRAFFIC STRIPING AND/OR /2♦}�j 1 1 1 1 1 1 It PAVEMENT MARKINGS. WHICH DURING NIS OPERATIONS HAVE BEEN EITHER REMOVED OR 7HE DINSTALL .5 PULLBOX. a 1© _i __}1^}�--- ------ -- -; 1' , �' ' r' ' EFFECTIVENESS OF W" HAS BEEN REDUCED. RENEWAL OF PAVEMENT STRIPING AND 03♦08 1 1 1 1 1 1 1 1 tea-, I — „ ; ; , ; ;; EXISTING ECONOIITE ASC/2S-2100 CALIFORNIA STANDARD SPECIFICATIONS AND THE SPECIAL PRONSIONS i ' , i A I MARKINGS SHALL BE DONE N CONFORMANCE WI1H SECTIONS 84 AND 85 OF THE STATE OF 8 04+07 1 1 1 4D INSTALL 2 CONDUIT. (FOR FUTURE DLC) w rr11 PvLL coax ;;', ;' ;' ' ,; AUTOSCOPE AND (1) 4-CHANNEL II I CONTROLLER, 1, , 1, , 4. UTILITY LINE LOCATIONS HERE TAKEN FROM RECORD AND WERE NOT LOCATED N THE FIELD, TOTAL 1 1 2 2 2 3 1 1 4 4 5. RS EXISTING YELLOW/YELLOW ARROW AND GREEN/GREEN ARROW INCANDESCENT 1;�;� ;to, 0 , OPTICOM IN A TYPE P CABINET TO REMAIN. UNLESS 07HERUM N07ED ON THE PLAN. THE CONTRACTOR IS REFERRED TO SECTION 5 OF 3-/14 POWER CABLE 1 1 2 2 2 3 1 1 4 4 VEHICLE HEAD LAMPS THROUGHOUT INTERSECTION. (OTY=11) I I THE FT>rr PtIeLNc woRlcS INSTALL NEW YELLOW/YELLOW ARROW AND GREEN/GREEN ARROW L.E.D. (LIGHTED EMITTED 5 STATE LAW (SB 3019) REOURES THE OONTRACTTJR TO CONTACT UNDERGROUND SERVICE ALERT 0 OPTICOM CABLE 1 1 2 2 2 3 1 1 4 4 DIODE) TYPE VEHICLE HEAD LAMPS THROUGHOUT INTERSECTION. (QTY 11) �•- ,1' 11' 15 , t ; �;-�• ' AM OBTAIN AN IDENTIFICATION NUMBER PRIOR TO THE ISSUANCE OF THE CITY'S I ENCROACHMENT PERMIT. THE OONIRJICTRXt SHALL NOTIFY UNDERGROUND SERVICE ALERT 110 SIGNAL COMMON 1 1 1 1 1 1 1 1 1 2 2 10' 11' 11 1 EXIST. TYPE III SERVICE TO REMAIN (1-800-422-4133. 48 HOURS MINIMUM) N ADVANCE OF ANY CONSTRUCTION ACTIVITIES THAT 6. RS EXISTING PEDESTRIAN HEAD INCANDESCENT LAMP THROUGHOUT INTERSECTION. (QTY=8) I I 11' 11' 12' 7' I �� " CAN AFFECT ANY unulEs SCALE: 1 =20 8 LIGHTING 2 2 2 2 2 2 2 2 2 4 6. ALL OBSTRUCTIONS WITHIN THE AREA TO E WROVED ARE T'0 BE REMOVED OR RELOCATED AT INSTALL NEW PEDESTRIAN HEAD L.E.D. TYPE LAMP THROUGHOUT INTERSECTION. (QTY=8) 1 1$' THE DIRECTION OF THE Orr ENGINEER. UWTIES ARE TO BE RELOCATED BY THEIR RESPECTIVE CONDUIT SIZE 2' 3' 3" 3" 3' 3 2" 3" 3" 2-3" 2-3' OWNERS. THE OONIRACTOR IS REFERRED 70 SECTION 5 OF THE STANDARD SPECIFICATIONS FOR ALL CONDUITS AND CONDUCTORS ARE EXISTING CALTRANS STD. NOTES (PER CALTRANS STD. PLAN ES-1A) PUL ,c wDR+cs ooNSTRtIc710N. I 7. N CASE OF ACCIDENTS INVOLVING SAFETY MATTERS COVERED BY SECTION 8424 OF 7HE APPROVED BY: AB ABANDON. IF APPLIED TO CONDUIT, REMOVE CONDUCTORS. ;'� MNousTR CAL.IFORNIA LABOR SAFETY. THE CONTRACTOR SFIALL IMMEDIATELY NOTIFY THE STATE OMSION OF pEESSI CITY OF RANCHO CUCAMONGA :-. .- - 0 ® INSTALL CONDUIT INTO EXISTING PULLBOX. I ,.1 EXIST. 20C. 1-12 PR#19 LC 8 CITY CONTRACTOR sH+'+�-L OBTAIN ALL NECESSARY PERMITS AND A etNEss LICENSE FROM THE QUO K ( .� DATE: RS REMOVE AND SALVAGE EQUIPMENT. :;:_ = _ -'�, TO CONCOURSE a 9. THE CONTRACTOR SHALL OBTAIN A ND-FEE TRAFFIC CONTROL PERMIT A MINIMUM OF TWO ti 0 WORKING DAYS PRIOR 70 THE TIME OF CONSTRUCTION WITHIN THE PUBLIC RIGHT-OF-WAY. THE " _ Y ENGINEER CONTRACTOR 13 REFERRED TD SECTION 7-10.3 OF THE STANDARD SPECIFICATIONS FOR PUBLIC �• 42445 �fCu� bG Under w,7,-�, � rMORItS OONSIRUCTION. NO. DESCRIPTION OF REVISION DATE ground �" � SCPVICC Alert �\ �' �� % i i i f, '. � 10. ALL RILL BOXES ADJACENT TO MASTARM POLES. OR WITH FOUR OR MORE CONDUITS ENTERING Exp. 3-31-06 a s"'a"m cowal la ;' i i ;-% '} SHALL E 05. ALL 07HERS SHALL E /5 UNLESS OTHERWISE SHOWN. .r , . , , CON: TOLL FREE \� ,.'. CIVIC.. .t. 1-800 '"�. ' ' ' . ;�' - 11. AT THE DIREC71ON OF THE ENGINEER. THE CONTRACTOR SHALL DELIVER AND UNLOAD ANY CAIS ,, . , , -. EXIST. 2 C. 1 12 PR 9 LC 227-2600 \ ' � SALVAGED MATERIALS AT THE ONTARIO MUNICIPAL SERVICE CENTER. 1423 sou1H BON VIEW AVENUE. Two WORKING DAYS BEFORE YOU IXC '�; ; -�'- ` TO CONCOURS DR. OR CITY WELL SITE N0. 9. ON THE WEST SDE OF COLUMBIA AVENUE NORTH OF DEODAR STREET. R E V I S 1 0 N S CITY OF ONTARIO PREPARED BY.(AA�,I�.!��S�onsulting EnfE ineers TRAFFIC SIGNAL MODIFICATION PLAN SHEET 8 OFAMARK DATE BY APPROVED/RCE NO. COMMENTS unicotions+Systems lectrical MILLIKEN A RECOMMENDED BY w O� 21700 E. Copley Drive TN: (909) 860-6222 CONTRACT Suite 350 Fox: (909) 860-6722 Diamond Bar. CA 91765 www.odvantec-uso.com AT FOURTH STREET ACCOUNT APPROVED BY 'vT 42445 8-30-04 REF. NO. C-5.6 -,6- .J DATE 1 ' 1 �zl 54 52 - - � Atr_- AWFWw'— _ 12' � SCALE: 1" 40' 10 in-18-112' 3\ � 6 45 MPH (CON RS , - _ -- Go pm W41 Lot � R 6(S) - � / ar ------------ 4 17 zo Co 17 l 3 — — — — _ 3 17 Z� Z _ s — G7 W74W41b �� - _ _ _ _ �^ — — — M — — — 4 — — 12 s J 17 R26 (S) 17 17 v - - - R26(S)T-t2 - R2 45 R26 7 n R18_ SIGNING & STRIPING CONSTRUCTION NOTES: 45 MPH °� 5LEGEND O PAINT TYPE IV WHITE PAVEMENT ARROW, PER CALTRANS STANDARD PLAN A24A. a \ ' I • ' — ` 11 12 8 1 10 12 11 0� 1. - �- = EXISTING STRIPING do MARKINGS TO REMAIN. OPAINT 6. WHITE BIKE LANE PER CALTRANS STANDARD, PLAN A20D, DETAIL 39. A - SEE_A A SHEET 8 OF 8r A - . = EXISTING STRIPING do MARKINGS TO BE REMOVED. O PAINT 4 WHITE 50 LONG LEAD LINE AND INSTALL RAISED PAVEMENT MARKERS, PER CALTRANS STANDARD, PUN A20A, DETAIL 13. /'i 1� �� �� In ' /1 I = PROPOSED STRIPING do MARKINGS. 4 PAINT 4" WHITE SKIP UNE AND INSTALL RAISED PAVEMENT MARKERS, PER CALTRANS STANDARD, PLAN A20A, DETAIL 13. , ( I I 2. a = EXISTING SIGN AND POST. 5 PAINT 8» SOLID WHITE UNE AND INSTALL RAISED PAVEMENT MARKERS, PER CALTRANS STANDARD, PLAN A20D, DETAIL 38C. 16 ` �51' �8' = EXISTING SIGN AND POST TO BE REMOVED OR RELOCATED. [�, i 4 = PROPOSED SIGN AND POST. O PAINT 12" SOLID WHITE CROSSWALK LINE, PER CALTRANS STANDARD PLAN A24E. 44 ( 1, 4 , 7 W11 1 93. a = EXISTING SIGN ON EXISTING STREET LIGHT OR TRAFFIC SIGNAL POLE. 7 RELOCATE EXISTING SIGN AND POST, TO NEW LOCATION AS SHOWN ON PLAN. O 4. 0 = EXISTING SIGNALIZED INTERSECTION. 8 INSTALL SIGN AS INDICATED ON NEW POST. I I O PAINT PAVEMENT LEGEND, PER CALTRANS STANDARD PLAN A24D. I ' 8 W74 10 REMOVE EXISTING SIGN AS INDICATED. 18' 12' 10' 1 12'110' 11' 11 PAINT TYPE V WHITE PAVEMENT ARROW, PER CALTRANS STANDARD PLAN A24A. 1-Co 7 ( I 12 SANDBLAST AND REMOVE CONFLICTING STRIPES AND RAISED PAVEMENT MARKERS. 50 MPH » SCALE: 1" = 40' A VENUE R1 13 SANDBLAST AND REMOVE EXISTING 12 WHITE CROSSWALK LINE. t5 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 14 PAINT 8' WHITE LANE DROP LINE AND INSTALL RAISED MARKERS, PER CALTRANS STANDARD, PLAN A20C. DETAIL 37B. _ - - _ - R26(S) _ Q 6 IG27 �R35 R26(S) f R18 �R18, R81 ,N � MpN _ _ - — 26 S�J JR81 26(S) — 4 _ 4, _�� z �, -� o — — — — — — — — — — — o 13 N - — — — tz - CIA R7. OAv 12 ' — ,r> _ _ �— fo 11 13 R7, R1 4 4 0 N C— — — — N — — — — — Q,� 12 JOIN E G TING SMIPI 4 _ 17 12 17 _245'- . - - - -`° - - - - - - - 12 17 ai 6 � >� oo _ - R26(S) R26 S - �� / 11 R18-1 W74 to R26 S - - - - - - - - - - �. i �_ - _ � _ _ 0 7 8 15 16 8 19 15 19 8 7S � � - � � 2 15 14 - �R266 _ - 19 ✓ �• R18_ - 12 or00 1 1 I - - ►�., 14' 11 1412' 10 12' 11' 11' 12' o` ' 50 M P H 17 5 04 1115' 5 � 155 MPN � 2 a1$ 45 —�1 B CITY SEE B—B SHEET 8 OF 8 GENERAL NOTES CONT: NO. DESCRIPTION OF REVISION DATE moo. E. All control points and spottingshall be inspected and approved b the Cit ROF ESS/p CITY OF RANCHO C U CAM O N GA GENERAL NOTES: Traffic Engineer prior tinstllation of new or replacement striping and markings. o Q el 9 P eP P 9 9 �, p K � � 1 All details and dimensions for traffic signs and the installation thereof shall F. All traffic striping and pavement markings installed on new road surfaces shall FF yc► SIGNING & STRIPING CONSTRUCTION NOTES CONT: ) be an approved low VOtype, 15 mil thick (wet). Installation shall be in two Z SIGNING AND STRIPING IMPROVEMENTS conform to the Caltrans Sian Specifications Traffic Manual. Maintenance Manual c� No. 42445 r^ coats with the second a minimum of two weeks after the first, unless otherwisern 15 PAINT TYPE VI WHITE MERGE ARROW AT 150' SPACING PER CALTRANS STANDARD PLAN A24A. and Standard Plans and City Standard Plan No. 133, unless otherwise approved p•or directed by the City Engineer. noted. Ex 3-31-06 � 16 PAINT PAVEMENT LEGEND, PER CALTRANS STANDARD PLAN A24C. G. All thermoplastic striping andpunless otherwise noted. Cl�i�ovement markings shall be installed in one M I LLI KE N AVENUE s} �P 17 SANDBLAST AND REMOVE EXISTING PAVEMENT LEGEND/ARROW. 2) Procedures for painting of striping and pavement markings and installation �l£ F� � � pavement markers shall conform to the Standard Specifications for Public coot and be 10 mil thick (dry),Works H. Under no conditions shall a roadway be left over night, weekends nor holidays OF -\ 300' S/O C0NC0URS DR. TO 700' N/0 4TH ST. PAINT BIKE LANE PAVEMENT ARROW PER CALTRANS STANDARD PLAN A24A. Construction and the following provisions. without appropriate striping and markings to the satisfaction of the City Engineer. FOR P.M. 16282/PRC 2003-00728 18 19 I. All traffic striping and markings shalt be installed with all appropriate permits INSTALL SIGN AS INDICATED ON STREET LIGHT POLE. -d A. All pavement markings shall conform to city maintenance stencils, (S.A.E.) and traffic control measures, in accordance with city and state standards. APPROVED BY: DATE: unless otherwise noted. CITY OF ONTARIO CITY ENGINEER 24953 B. All conflicting striping and pavement markings shall be removed by WET J. Temporary or construction striping and marking shalt be in accordance with city ��� R.C.E.: SANDBLASTING. and state standards and as directed by the City Traffic Engineer. PREPARED BY: RECOMMENDED CA ADVANTEC consulting A' &eem J N& C. Sufficient control points and spotting shall be set for accurate and complete RECOMMENDED BY WA }4 rrorrc+,Ts+c« n,nreora�+s,� m+e,�t,;ro, installation of new or replacement striping and markings. 3) Street Name Signs shall be installed per City Standard Plan No. 401-A DRAWN 217M Cly Drive Tt (1109) NO--6M SHEET D. All control points and spotting removed during sandblasting shall be replaced sLAe 350 Fax (1109) NO-6722 7 OF 8 prior to installation of striping and markings. 4 Traffic Signs shall be installed per Cit Standard Plan No. 401-B �ZQ•0 CHECKED �'o"d 9w. 91755 �'odY se-umown 9 P Y APPROVED BY 4 42445 AWING NO- DATE LEO KDALE — FnLEER.QENo _ c PROJECT SHEET NO. -7 OF GENERAL NOTES: 1) All details and dimensions for traffic sins and the installation thereof shall conform to the Caltrons Sign Specifications. Traffic Manual, Maintenance Manual and Standard Plans and City Standard Plan No. 133. unless otherwise approved or directed by the City Engineer. 2) Procedures for pointing of striping and pavement markings and installation of pavement markers shall conform to the Standard Specifications for Public Works Construction and the following provisions. A. All pavement markings shall conform to city maintenance stencils, (S.A.E.) unless otherwise noted. B. All conflicting striping and pavement markings shall be removed by WET SANDBLASTING. w C. Sufficient control points and spotting shall be set for accurate and complete 55 MPH installation of new or replacement striping and markings. FOURTH SCALE: 1" = 40' D. All control points and spotting removes during sandblasting shall be replacedSTREET 600' TRANSITION prior to installation of striping and markings. w U Q E. All control points and spotting shall be inspected and approved by the City _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 15 Traffic Engineer prior to installation of new or replacement striping and markings. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ 8 IF- F. All traffic striping and pavement markings installed on new road surfaces shot) N 8-1 "' �JR1 _ _ 15 _ _ _ 1 Go be an approved low VOC type, 15 mil thick (wet). Installation shall be in two LL- coats with the second a minimum of two weeks after the first, unless otherwise - �Rffl5 noted. G. All thermoplastic striping and avement markings shall be installed in one I� coat and be 10 EDI thick dr unless otherwise noted. — `r — JOIN EXISTING STRIPING H. Under no conditions shall a roadway be left over night, weekends nor holidays i., W without appropriate striping and markings to the satisfaction of the City Engineer. N N 17 4 17 �_ W I. All traffic striping and markings shall be installed with all appropriate permits ---- _ - CITY OF RANCHO CUCAMONGA �o = and traffic control measures, in accordance with city and state standards. ° CITY OF ONTARIO ;o -- 1 J. Temporary or construction striping and marking shaft be in accordance with city CN Q and state standards and as directed by the City Traffic Engineer. — _ 00 N Q 3) Street Name Signs shall be installed per City Standard Plan No. 401-A NLd °° ' W 4) Traffic Signs shall be installed per City Standard Plan No. 401-B - in SIGNING & STRIPING CONSTRUCTION NOTES ' 55 MPH O PAINT TYPE IV WHITE PAVEMENT ARROW, PER CALTRANS STANDARD PLAN A24A. O PAINT 6" WHITE BIKE LANE PER CALTRANS STANDARD, PLAN A20D, DETAIL 39. O PAINT 4" WHITE 50' LONG LEAD LINE AND INSTALL RAISED PAVEMENT MARKERS, LEGE PER CALTRANS STANDARD, PLAN A20A, DETAIL 13. O PAINT 4" WHITE SKIP LINE AND INSTALL RAISED PAVEMENT MARKERS, 1. = EXISTING STRIPING do MARKINGS TO REMAIN. PER CALTRANS STANDARD, PLAN A20A, DETAIL 13. _ = EXISTING STRIPING & MARKINGS TO BE REMOVED. O PAINT 8" SOLID WHITE UNE AND INSTALL RAISED PAVEMENT MARKERS, PROPOSED STRIPING dr MARKINGS. PER CALTRANS STANDARD, PLAN A20D, DETAIL 38C. = 2. d = EXISTING SIGN AND POST. O PAINT 12" SOLID WHITE CROSSWALK UNE, PER CALTRANS STANDARD PLAN A24E. = EXISTING SIGN AND POST TO BE REMOVED OR RELOCATED. 7 RELOCATE EXISTING SIGN AND POST, TO NEW LOCATION AS SHOWN ON PLAN. 300' FROM 4 = PROPOSED SIGN AND POST. 8 INSTALL SIGN AS INDICATED ON NEW POST. PITTSBURGH STOP LINE 8 A VENUE 8 3. �a = EXISTING SIGN ON EXISTING STREET LIGHT OR TRAFFIC SIGNAL POLE. _ _ 4. O = EXISTING SIGNALIZED INTERSECTION. O PAINT PAVEMENT LEGEND, PER CALTRANS STANDARD PLAN A24D. R26(S) - - 10 REMOVE EXISTING SIGN AS INDICATED. I R26 7 6 S _ _ 19 11 PAINT TYPE V WHITE PAVEMENT ARROW, PER CALTRANS STANDARD PLAN A24A. 19 12 SANDBLAST AND REMOVE CONFLICTING STRIPES AND RAISED PAVEMENT MARKERS. I - R 6 - - 13 SANDBLAST AND REMOVE EXISTING 12 WHITE CROSSWALK UNE. 9 _ ' _ R26 - S - 14 PAINT 8" WHITE LANE DROP LINE AND INSTALL RAISED MARKERS, PER CALTRANS R26(S) R26(S) _ �_— STANDARD, PLAN A20C. DETAIL 37B. - - - - - - - - - - - - - - ' ' - - _ _ _ t_ +► o, 15 PAINT TYPE M WHITE MERGE ARROW AT 150' SPACING PER CALTRANS STANDARD PLAN A24A. 16 PAINT PAVEMENT LEGEND, PER CALTRANS STANDARD PLAN A24C. 17 SANDBLAST AND REMOVE EXISTING PAVEMENT LEGEND/ARROW. 18 PAINT BIKE LAVE PAVEMENT ARROW PER CALTRANS STANDARD PLAN A24A. t�t� r I T \ \ r V 1 \ O 19 INSTALL SIGN AS INDICATED ON STREET LIGHT POLE. SCALE: 1 40, 1 A i 20 RELOCATE EXISTING SIGN TO NEW STREET LIGHT POLE AS SHOWN. REMOVE EXISTING SIGN POST. r� in EXIST. ST. NAME 22' 22' I w SIGN POST EXIST. R1 1 M FOURTH R18-2 8 INSTALL R17 ; 1 1 W74 10 1 1 7 20 17 7 R26 S 10 20 5 17 50 MPH STREET 001- - - - - - - - - - - - - - - - - - - - - R26(S) R18-1 26 S R26(S) rFF 20 LO W18 9 9 — — — — — — — — — — — — — — - Ld 12 4 STRIPING TING — — — —� — — — — — — - — — — °v° — — — — — — — — — — — -G - �s r--In N (Alo o �� _ CITY OF RANCHO CUCAMONGA o M N N _M N — � CITY OF ONTARIO v� ° NO. DESCRIPTION OF REVISION DATECITY M1 04 C N APPROV � W _ = g _ - _ - _ _ _ CITY OF RANCHO CUCAMONGA U) SIGNING AND STRIPING IMPROVEMENTS j- - - R26S - - - - - - R26S _ _g - - 2 - - — - - R S- �- - - - - - - - - - - - - - - R2(50) W41 R26(S) o, _ - FOURTH STREET M 50 MPH �' 600' W/O MILLIKEN AVJO 650' E/0 MILLIKEN AV. 1 14' 14' 14' Ito' 14' 14' 14' FOR P.M. 16282/PRC 2003-00728 o QRoF KS/O�.�� APPROVED BY: DATE: AFF �yc CITY 0 F 0 NTAR 10 CITY ENGINEER R.C.E.: 24953 G URNEE A VENUE _ DESIGNPREPARED BY: RECOMMENDED No. 42445 W ADVAWM awmUy&g wrs m (A Exp. 3-31-06 7p RECOMMENDED BY o� DRAWN ronk.ns+a��, e+a+,+sye«�.EIKeI SHEETDA 217tH Copley Ditty Tat (909) am-6222 Q p 8 Soft 30 Faoc (909) X8 em OF l.� CIy�1 ��! u1 m od Sar. 765 o".odrantw-mmoal" j OF C 1►1.�� APPROVED BY jI 7 CHECKED MAW t Ny MO. DATE LEO K. LEE R.C.E. NO 42445 2O I ' S DATE — FILE No PROJECT SHEET NO. OF