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HomeMy WebLinkAbout2006-S SIB OFF RAMP 14 JOIN EXISTING 6 E VIII / 4 SIB ON RAMP Q + �� North cc CL Q TYPE VIII 6 1y�, 6 TYPE I / 7.32m a 1 3 8 7 TWE 4 25 \ 1 15 13 6 TYPE IV 6 TYPE IV 3 6 E IV 2 5' O.C. Cr 6 E 'A ,o a- 1 <w 1 V 15' O-C- 2 Foothill Boulevard ,tea �o, 0a5o mph 1n inT- -- 75, C-4 C14 =A � — — Ncfl oNN co 15 _ — — — — — — — 100' _ � — / — — — — � — � /— — — — /— — — � — — ' 5 � - d 11 N JOINS 1XISTING N lud Ivs M2 It- --'��. 118 --72� C14C14 'CA 100' N — 100' — — —CV N co — N — C14 C14 C14 _ — j' ' ' JOIN EXISTING N 200 N 100 00 T— �j 1 10 9 8 ; TYPE IV 6 1 TYPE IV 6 7 13 12 5 2 15' O.C. TYPE 1 6 8 , 108' 12 \ 13 SIB ON RAMP NIB ON RAMP NIB OFF RAMP GENERAL NOTES STRIPING NOTES LEGEND 1. ALL WORK SHALL CONFORM TO THE LATEST CALTRANS STANDARD PLANS 1l PAINT 4" WHITE LANE LINE PER CALTRANS STANDARD PLAN El PAINT BIKE LANE DROP LINE PER CALTRANS STANDARD PLAN A20D, AND SPECIFICATIONS OR AS OTHERWISE DIRECTED BY THE CITY. STANDARD PLAN A20A, DETAIL 12. DETAIL 39A. REMOVE EXISTING PROPOSED 2. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE IN CONFORMANCE 2l PAINT 8" WHITE DIAGONAL LJNE, 45' AS SHOWN. 10 INSTALL 8" LANE DROP LINE PER CALTRANS STANDARD PLAN A20C, NTH THE MUTCD 2003 AND MUTCD 2003 CALIFORNIA SUPPLEMENT. ALL DETAIL 37A. + TYPE IV (L or R) PAVEMENT ARROW PAVEMENT MARKINGS SHALL BE THERMOPLASTIC UNLESS OTHERWISE 30 INSTALL 8" WIDE WHITE THERMOPLASTIC LANE DROP LINE PER INSTRUCTED BY THE CITY. CALTRANS STANDARD PLAN A20C, DETAIL 37. 11 INSTALL 4" WIDE WHITE THERMOPLASTIC LANE LINE EXTENTION PER CALTRANS STANDARD PLAN A20D, DETAIL 40. STREET LIGHT LUMINAIRE 3. ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS NOT SHOWN ON n4 INSTALL 4" SOLID WHITE CHANNELIZING LANE LINE PER CALTRANS THE PLANS SHALL BE REMOVED FROM THE PAVEMENT BY SANDBLASTING STANDARD PLAN A20D, DETAIL 38C. 12 INSTALL 4" SOLID THERMOPLASTIC YELLOW LEFT EDGE LINE PER BY THE CONTRACTOR WITH IMMEDIATE CLEAN UP OF RESIDUES. CALTRANS STANDARD PLANS A20B, DETAIL 24. SIGN (EXISTING TO REMAIN UNLESS NOTED) PD-1 4 4. LOCATIONS, ELEVATIONS AND DIMENSIONS OF EXISTING IMPROVEMENTS 0 INSTALL 12" SOLID THERMOPLASTIC WHITE CROSSWALK OR LIMIT LINE ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE AT 111E PER CALTRANS STANDARD PLANS, A24E. 13 NSTALL 4' SOLID THERMOPLASTIC WHITE RIGHT EDGE LINE PER TIME OF PREPARATION OF THIS PLAN, BUT DO NOT PURPORT TO BE CALTRANS STANDARD PLANS A20B, DETAIL 279. TRAFFlC STRIPE OR MARKING ABSOLUTELY CORRECT. CONTRACTOR SHALL CAT TRACK AND NOTIFY 111E © INSTALL THERMOPLASTIC PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24A. 14 INSTALL 8' SOLID THERMOPLASTIC WHITE EXIT RAMP NEUTRAL AREA CITY FOR APPROVAL OF THE PROPOSED LOCA11ONS OF ALL <1 a J m PAVEMENT LEGEND IMPROVEMENTS INCLUDING STRIPING AND MARKINGS SHOWN. PER CALTRANS STANDARD PLANS A20C, DETAIL 36. 3 El INSTALL THERMOPLASTIC PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24C. 15 INSTALL TYPE H MARKERS ALONG MEDIAN FROM STATION 108+00 TO No. REVISION APPR. DATE 113+50 PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 133. ® INSTALL 6" BIKE LANE LINE PER CALTRANS STANDARD PLAN A20D, h DETAIL 39. CITY OF RANCHO CUCANI O- NQA y $ N PAVEMENT DELINEATION PLAN 1n FOOTHILL BOULEVARD PREPARED UNDER THE SUPERVISION OF AND a 1=115 3RAMPS ca N ROCK E. MILLER - R.C.E. 29493 � APPROVED BY DATE ate//f//n/ N i�✓ Q�OFESS/pN CITY ENGINEER R.C.E. N0. 2 495 E. Mqt �y DESIGN PLANS PREPARED BY REC MMENDED o c_ dpa t�C�� a C2 No. 29493 m DRAWN Katz, Okitsiv & Associates SHEET V) W aG EXP. 3-31-07 v) m fc �'mf�t �ngineet's and Traatspot'lation Ran�ers5 � OF 685 E. CARNEGIE DRIVE, SUITE 125 CHECKED SAN BERNARDINO, CA 92408 DRAWING NO. - y Tel: 909.890.9693 Fox: 909.890.9694 N www.katzokitsu.com �� SIB OFF RAMP TYPE TYPE„ �\ 1 4 1 4 1/ TYPE K /RANCHO CUC MONG \ `� O STADIU North S \ 1"=40' / 14' 12' 14' i Ril/RllAF2-1 2 R10 X92 G27-2/G8 3 R18-2 3 W74 W-5 1 I Foothill Boulevard 50 mph SIB ON RAMP G70(N TH 2 RllG70 / R18-2 R96 R9 G78 Rl 2 N N — — — — — — — — — — wco 14 C-4 3 R7/R7A/TYPE Nlit - - - - - - - - H2 / —I1u —rre-- N -- `� N _ R7/R7A/TYPE 2 C14 C14 a0 k R170 f G92/G27-2(15)/G48/G43 F �\ GW24(25mPh),/G34 l R18-2 � F R11/R11A1h R18 3 10, 10e � R18 3 � , 3 TYPE K G92/027-2/G47 G92/G27(15)/G48/G43 2 713' 12 I SIB ON RAMP NIB ON RAMP NIB OFF RAMP LEGEND SIGNING NOTES GENERAL NOTES [ RS EXISTING ROADSIDE SIGN AND POST COMPLETE TO STATE YARD. REMOVE EXISTING PROPOSED 1. ALL WORK SHALL CONFORM TO THE LATEST CALTRANS STANDARD PLANS ❑2 RL EXISTING ROADSIDE SIGN AND POST AS SHOWN. TYPE IV (L or R) PAVEMENT ARROW AND SPECIFICATIONS OR AS OTHERWISE DIRECTED BY THE CITY. 2. LOCATIONS, ELEVATIONS AND DIMENSIONS OF EXISTING IMPROVEMENTS �3 INSTALL NEW ROADSIDE SIGN AND POST AS SHOWN. (1--0 STREET LIGHT LUMINAIRE S 1 ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THIS PLAN, BUT DO NOT PURPORT TO BE ABSOLUTELY CORRECT. CONTRACTOR SHALL CAT TRACK AND NOTIFY THE p p SIGN (EXISTING TO REMAIN UNLESS NOTED) CITY FOR APPROVAL OF THE PROPOSED LOCATIONS OF ALL ❑4 INSTALL R61-26 ROADSIDE SIGN AND POST TO BE INSTALL IN PLACE 8 IMPROVEMENTS INCLUDING STRIPING AND MARKINGS SHOWN. OF EXISTING SIGN. ONLY ONLY - - - - TRAFFIC STRIPE OR MARKING 3. ALL SIGNS AND ROADSIDE MARKERS SHALL BE IN CONFORMANCE WITH ° THE MUTCD 2003 AND MUTCD 2003 SUPPLEMENT. No. REVISION APPR. DATE PAVEMENT LEGEND A D INSTALL R61-26 ROADSIDE SIGN AND POST AS SHOWN. CITY OF RANCHO C U C A NCO N G A ONLYJ ONLY SIGN PLAN FOOTHILL BOULEVARD lcl� PREPARED UNDER THE SUPERVISION OF AND o 1=115 S/B RAMPS ROCK E. MILLER — R.C.E. 29493 APPROVED BY DATE Q�pfESS�p4, CITY ENGINEER � R.C.E. N0.24953 DESIGN PLANS PREPARED BY REC''OII MM�NDDED �� !� �ti dpay��s 'No�� Katz, Okitsu & Associates N a � No. 2 493 r*t DRAWN mrmffic Engineers and ?mnspo diolt Randers SHEET OF 10 `sl CI V XV \"r 685 E. CARNEGIE DRIVE, SUITE 125 SCF CHECKED SAN BERNARDINO, CA 92408 DRAWING NO. Tel: 909.890.9693 Fax: 909.890.9694Roo /' a, Y www.katzokitsLi.com (d ' 3 CONDUCTOR SCHEDULE CONSTRUCTION NOTES ❑1 EXISTING MODEL 170 CONTROLLER IN A TYPE 332 CABINET, CONTRACTOR SHALL PROCURE FROM RUNS PHASE DIAGRAM THE STATE AND INSTALL ALL COMPONENTS FOR THE INTENDED OPERATION. CONTRACTOR TO AWG POLE GROUP A GROUP B EXISTING LOOPS AS PROTECT IN PLACE. NOT NOTv ❑ EXISTING TYPE 111-CF SERVICE CABINET, CONTRACTOR TO PROTECT IN PLACE. USED ip. USED EXISTING 3" SERVICE CONDUIT. CONTRACTOR TO PROTECT IN PLACE. A 004,06PPB ,/1 ,/, 1/1 N 0, 02 03 04 - ® RS EXISTING TYPE 24-4-80 POLE AND MAT ARMS TO STATE YARD. RL EXISTING LUMINAIRE �-----�- AFDI REGULATORY SIGN TO NEW LOCATION t CONTRACTOR SHALL FURNISH AND INSTALL B O3 06P,06PPB 1/1 1/1 0 NOT NOT NOT / ALL TRAFFIC SIGNAL EQUIPMENT PER THE P LE SCHEDULE. REMOVE FOUNDATION COMPLETE. L z USED USED USED \ E O06 1/_ 1/_ ❑ FS] EXISTIN TYPE 1-A POLE TO STATE YARD.. TRAFFIC SIGNAL EQUIPMENT TO NEW 3c 05 06 07 08 EXIST 1.5C. LOCATION 2 AS SHOWN. CONTRACTOR SHALL FURNISH AND INSTALL ALL TRAFFIC SIGNAL C U5 02,04 1/- 1/- 1/- INSTALL 2-DLC / c EQUIPMENT ER THE POLE SCHEDULE. REMOVE FOUNDATION COMPLETE. A _ _ _ _ © RS EXISTING TYPE 15 POLE AND MAST ARM TO STATE YARD. R]REGULATORY AND WARNING B @04 1/ 1/ 1/ 1/ S TO NEW LOCATION Q3 AS SHOWN. CONTRACTOR SHALL FURNISH AND INSTALL ALL L TRAFFIC SIGNAL EQUIPMENT PER THE POLE SCHEDULE. REMOVE FOUNDATION COMPLETE. E U7 04 TOTAL 1/- 2/- 3/- 4/- 1/- 2/1 3/2 7/2 A Co ♦¢ a S EXISTING TYPE 19-4-80 POLE, MAST ARMS, AND VEHICLE HEAD TO STATE RD. 1 PSHOWN. EXISTING LUMINAIRE, REGULATORY AND WARNING SIGNS TO NEW LOCATION 0#8 BARE GROUND 1 1 1 1 1 1 1 1 4- EXISTING ¢/ CONTRACTOR SHALL FURNISH AND INSTALL ALL TRAFFIC SIGNAL EQUIPMENT PER LOOPS AB ♦4• THE POLE SCHEDULE. REMOVE FOUNDATION COMPLETE. #10 LUMINAIRES 2 2 2 2 2 2 2 8 2 d ® H EXISTING TYPE 9 FLASHING BEACON AND EQUIPMENT TO STATE YARD. CONTRACTOR SHALL EVP 1 2 2 1 1 1 2 w TERMINATE CIRCUIT AT SERVICE EQUIPMENT ENCLOSURE. REMOVE FOUNDATION COMPLETE. 7 a ; LOOP 02 4 6 6 6 6 B.C.R. - _ ❑9 R�S EXISTING SV-2-TA TO STATE YARD. INSTALL 1.5"C , 3 DLC \ DET. 4 B /♦ 10 RS EXISTING TYPE 26-4-80 POLE AND MAST ARMS TO STATE YARD. RL LUMINAIRE, CABLE 04 5 5 5 rJ c'ti REOULATORY AND WARNING SIGNS TO NEW LOCATION Q AS SHOWN. NTRACTOR SHALL 2-#12 6 % �0• �ti FURNISH AND INSTALL TRAFFIC SIGNAL EQUIPMENT PER THE POLE SCHEDULE. REMOVE TYPE 06 PUSH BUTTON LOCATION POLE LOCATION / ♦ FOUNDATION COMPLETE. TOTAL 4 6 6 6 2 4 16 DETAIL North AS 1"=20' 1 CONDUIT SIZE 3" 2"(E) 3" 3" 2" 3" 3" 2-3"(E) 5 ♦_ / '1� " INSTALLEXIST .5 3-DLC RC / 6 EXIST 1.5 C., 6pr#19 SIC ALL CONDUIT IS NEW UNLESS NOTED OTHERWISE; (E) = EXISTING EXIST 1.5"c. `� i ALL CONDUCTORS AND CABLES SHALL BE NEW, EXCEPT EXISTING SERVICE WIRES AND INTERCONNECT. j ♦ ^J INSTALL 3-DLC \ INSTA 1.5"C., 3-DLC Foothill Boulevard Q --- 55mph\50mph—= Y INST0 " EXIST 2"C., 2#10 \� 5 �'"� F AFUTURE� S'Cm PULLROPE EXIST 1.5"C. 4 C � _ 6 O INSTALL 4-DLC � iii V 7 EXIST 1.5"C., 6pr#19 SIC 11 ,/� v " EXIST 1.5"C., 6pr#19 SIC / 11 �� \ \ `�' RC 1 12 2 INSTALL C4-DLC -- -- -- - - 1 ,4 INSTALL 2'C --- • _- -. �y �Y / Y ,% WITH PULLROPE - - - - s- - R96/R96A FOR FUTURE SIC 4 - 06 RC CB AB 8 300a — — — — — — — — hCB > EXIST 2"C., 2110 iv rIRCI EXISTING LOOPS AS N J3U CCI (V '\0 R34-2 N 6J2L AB EXISTING LOOPS EXISTING LOOPS AB d• Tn - - ` ; - 6J4U -- 170' TO iv l , 1 I0 345' TO 6J2U IU/ // I IN pu �_ - - - - - - _ - - - � 11t - - - ' fits EXISTING LOOPS AB - - _ _ i 205' TO 7� 40' TO LIMIT UNE 1 - I� U-) N EXISTING LOOPS AB 214U - 212U UMI AS UNE -- ------ �' - 02 11 / iV iv 02 - - - Cq 2I2L --- _ cv _ ---- -- - R34-2 IL- I N / N N I N 213U AS _ 04 15 / - - 2 RC RC Tn 04 v i 04 AS 04 1 `� / RC 11 04 ;, > << 8 RC — — — — — — >- - 0 Tn X00 i W34 �. RC O El _ - - RC BCS10 O - INSTALL 1.5"C., 3-DLC 7 INSTALL 1.5"C., 4-DLC O , AS 9 10 C14 33' t± ��✓`, ---- _ '♦ RAMP ITR GENERAL NOTES: F SEE DETAIL SHEET No. REVISION APPR. DATE C b cn INSTALL 2"C, 2110 SC BC FOR RMS CITY OF RANCHO CUCAMONGA POLE AND EQUIPMENT SCHEDULE PER CALTRANS STANDARD PLANS DATED JULY 2002 g PLACEMENT PED PUSH EXIST 1.5"C., 1 DLC, 2#10 $ �2, / CONSTRUCTION NOTES CONT.) TRAFFIC SIGNAL PLAN POLE SIGNAL STANDARD SIGNAL MOUNTING DIMENSIONS BUTTONS REGULATORY SIGNS FURNISH AND INSTALL SINGLE INPUT, SINGLE OUTPUT EMERGENCY VEHICLE PRE-EMPTION i N0. SIGNAL LUM. LUMINAIRE POLE MAST ARM POLE "A" "B" ARROW ON MAST ARM ❑ (EVP) DETECTOR PER THE MANUFACTURER'S SPECIFICATIONS TO PROVIDE THE INTENDED FOOTHILL BOULEVARD " TYPE M. A. M. A. HPSV VEHICLE VEHICLE PEDESTRIAN 10 \ `- OPERATION. EXACT LOCATION OF DETECTOR SHALL BE DETERMINED BY THE ENGINEER IN PREPARED UNDER THE SUPERVISION OF a EXISTING LOOP AB o A' O 26-3-129 40' 15' 20OW R SV-1-T MAS SP-1-T -3' 6' - - R34-2 THE FIELD. AND ca 2 1 -A - - - TV-1-T - - g' 3' 6 ,2 FURNISH AND INSTALL PHASE SELECTOR MODULE AND ALL APPURTENANCES PER THE ( ImI5 S/B RAMPS MANUFACTURERS SPECIFICATIONS TO PROVIDE THE INTENDED OPERATION. ROCK E. MILLER - R.C.E. 29493 to 3 1-A - - - - - TP-1-T 23' 3' 6 -- I-15 S\B ON RAMP APPROVED BY ENo DATE ,3 RS EXIST 1-A POLE TO STATE YARD. CONTRACTOR SHALL FURNISH AND INSTALL NEW CITY ENGINEER �(' R.C. . . 4953 O 1-A - - - TV-1-T - - -8' 3' - - E, VEHICLE HEAD, AND ALL TRAFFIC SIGNAL EQUIPMENT PER POLE SCHEDULE. Q�OfESS/pN� $ 5 26-3-129 40' 15' 200W (R SV-2-T MAS - AS SHOWN - - R34-2 REMOVE FOUNDATION COMPLETE. ��`� o`y�E Mi������ DESIGN a PLANS PREPARED BY RECOMMENDED Q 1 6 18-3-129 30' - - SV-1-T - - EXISTING - - R61 14 FURNISH AND INSTALL PULLBOX FOR FUTURE S.I.C. C21 No. 29493 m p Katz Okitsu & Associates Pct U R _ _ _ _ _ _ _ ,5 FURNISH AND INSTALL REFLECTORIZED STREET NAME SIGN DOUBLE SIDED INDICATING °V3"31-07 DRAWN UTmff7c ,e'ngtineers a T�atas atian Rar�liers SHEET 3 7 15 30 15 200W SV 1 T SP 1 T 27 3 ❑ > mfc 7 OF__t0_ "FOOTHILL BLVD", MOUNTED ON MAST ARM AS SHOWN. I CIVIL 685 E. CARNEGIE DRIVE, SUITE 125 ALL EQUIPMENT SHALL BE NEW UNLESS NOTED OTHERWISE: (E) = EXISTING; (R) = RELOCATE SOF CHECKED SAN BERNARDINO, CA 92408 DRAWING NO. - Tei: 909.890.9693 Fax: 909.890.9694 N s www.katzokitsu.com 00 Cm ;$ S/B Off-Ramp I-15 /s GENERAL NOTES 1. THIS PLAN IS ACCURATE FOR STAGING CONSTRUCTION AND MAINTENANCE OF TRAFFIC ONLY. SHOULDER CLOSURE 1 4 S/B OFF—RAMP/EAST SIDE 2. LOCATION OF CONSTRUCTION AREA SIGNS ARE APPROXIMATE. EXACT LOCATIONS WILL BE DETERMINED BY THE ENGINEER. (SC-2) j 3. DEVIATIONS FROM THESE STAGE CONSTRUCTION PLANS SHALL BE SUBMITTED BY THE CONTRACTOR IN WRITING NO LESS THAN 14 / S/B On-Ramp DAYS PRIOR TO START OF CONSTRUCTION TO THE ENGINEER FOR APPROVAL. oo + 4. CONSTRUCTION SIGNS ARE ALL STATIONARY GROUND—MOUNTED SIGNS. THESE SIGNS SHALL BE INSTALLED PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITIES. North 5. ALL LANE CLOSURES SHALL BE DURING PERIODS OF THE WORK DAY, APPROVED BY THE ENGINEER. / LANE CLOSURE \ 6. SIGNS, CHANNELIZERS, FLASHING ARROWS AND OTHER DEVICES DURING LANE CLOSURES SHALL BE IN ACCORDANCE WITH THE �� \ 4 2 EAST SIDE MEDIAN WATCH MANUAL, MUTCD 2003, MUTCD 2003 CALIFORNIA SUPPLEMENT AND AS DIRECTED BY THE ENGINEER. i \ \ (SC-2) 7. ALL CONSTRUCTION SIGNS SHALL BE COVERED WHEN NOT IN USE. Foothill \ Boulevard \ 00 \ 8. DURING PERIODS OF LANE CLOSURES, ALL TURNING MOVEMENTS TO AND FROM RAMPS SHALL BE MAINTAINED AS WELL AS ONE — -- m THROUGH LANE IN EACH DIRECTION. 9. TRAFFIC SIGNALS AND STREET LIGHTS SHALL BE MAINTAINED DURING CONSTRUCTION. - LEGEND SHOULDER CLOSURE CONSTRUCTION THIS PHASE. S/B ON—RAMPjT SIDE S/B On-Ramp N/BOn-Ramp 1-15 1-15 CONSTRUCTION NOTES STAGE 1 F1 CLOSE SHOULDER PER TYPICAL APPLICATION 5-5 (TA 5 FROM THE MUTCD 2003 AND MUTCD 2003 CALIFORNIA SUPPLEMENT.). USE TEMPORARY RAILING (TYPE K) AND A CRASH CUSHION (T)PE TS14). CONSTRUCT SHOULDER PHASE 1 AND/OR STORM DRAIN. 21 CLOSE INTERIOR LANES PER TYPICAL APPLICATION 5-30 (TA 5-30 FROM THE MUTCD 2003 AND MUTCD 2003 CALIFORNIA SUPPLEMENT. ). CONSTRUCT EAST SIDE MEDIAN. S/B Oft-Ramp 1-15 3FCLOSE INTERIOR LANES PER TYPICAL APPLICATION 5-30 (TA 5-30 FROM THE MUTCD 2003 AND MUTCD 2003 CALIFORNIA SUPPLEMENT.). CONSTRUCT WEST SIDE MEDIAN. [4 REMOVE CONFLICTING EXISTING AND INSTALL TEMPORARY RAILING, SIGNING AND STRIPING FOR CONSTRUCTION. 00 S/B On-Ramp North \ 4 1 SHOULDER CLOSURE S/B OFF RAMP/WEST SID \ (SC-3) w Ll Foothill m \ Boulevard � d ------- ----- --- -- - ---------- ----- — —a—gi -T� - -- - a LANE CLOSURE3 / �, S CM1 1 WEST SIDE MEDIAN N (SC-3) o r \ No. REVISION APPR. DATE CITY OF RANCHO CU AM NGA N \ C 0I-, N N/B On-Ramp STAGE CONSTRUCTION PLAN g S/B On-Ramp _ o a N 1-15 'S STAGE II PFOOTHILL BOULEVARD m a PREPARED UNDER THE SUPERVISION OF N� AND PHASE 1i 4 Z5 �Z/ 1=15 S/13 RAMPS ROCK E. MILLER — R,C, 2 493 CL g APPROVED BY DATE 0 QROfESS/ CITY ENGINEER R.C.E. N0.249501 3 c� DESIGN PLANS PREPARED BY REC MMENDED dpa v c� No. 29493r" Katz, Okitsu & Associates L9 EXP. 3­31 07 r DRAWNSH ET a rmtc Engineers a7d Tmnsporldk Ranr►ers 810 CIVIV 685 E. CARNEGIE DRIVE, SUITE 125 OF SOF CHECKED SAN BERNARDINO, CA 92408 DRAWING NO. N Tei: 909.890.9693 Fax: 909.890.9694 WWW.katzokitsu.com Q GENERAL NOTES 8. THE CONTRACTOR SHALL MAINTAIN ON A 24-HOUR BASIS ALL � p ,,C2k SIGNS, DELINEATORS, BARRICADES, ETC., TO INSURE PROPER FLOW 1. ALL WORK AND MATERIALS SHALL COMPLY WITH THE MUTCD 2003 AND AND SAFETY OF TRAFFIC. MUTCD 2003 SUPPLEMENT. 9. THE CONTRACTOR SHALL HAVE ALL SIGNS, DELINEATORS, �C3pP 2. ALL STRIPING AND MARKING SHALL CONFORM TO THE STATE OF BARRICADES, ETC., PROPERLY INSTALLED PRIOR TO COMMENCING CALIFORNIA, STANDARD PLANS AND SPECIFICATIONS, INCLUDING CONSTRUCTION. STANDARD PLAN A-20, DETAILS. 10. CONSTRUCTION OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER 3. THE CONTRACTOR SHALL PROVIDE FOR ACCESS TO ALL ADJACENT AS TO CAUSE AS LITTLE INCONVENIENCE AS POSSIBLE TO ABUTTING PROPERTIES, EXCEPT AS INDICATED ON THESE PLANS. PROPERTY OWNERS. 4. ALL CONFLICTING STRIPING SHALL BE REMOVED. BLACK-OUT PAINT WILL BE 11. THESE PLANS INDICATE VEHICULAR TRAFFIC CONTROL IN THE s �� ALLOWED NO LONGER THAN 2 WEEKS FOR TEMPORARY REMOVALS ONLY. WORK AREA DURING CONSTRUCTION ACTIVITY. ADDITIONAL TRAFFIC 5. ALL SIGNS SHALL BE REFLECTORIZED AND STANDARD SIZE. CONTROLS, TRAFFIC SIGNS, OR BARRICADING MAY BE REQUIRED IN / 6. ALL DEUNEATORS SHALL BE 28' MINIMUM PORTABLE, REFLECTORIZED THE FIELD. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PLACEMENT / AND MAINTAINED ERECT IN THE INDICATED POSITION AT OF ANY ADDITIONAL DEVICES NECESSARY TO ASSURE SAFETY TO / ALL TIMES, AND SHALL BE REPAIRED, REPLACED, OR CLEANED AS THE PUBLIC AT ALL TIMES DURING CONSTRUCTION. NECESSARY TO PRESERVE THEIR APPEARANCE AND CONTINUITY. 12. EXACT LOCATION OF CONSTRUCTION SIGN(S) SHALL BE AS DIRECTED BY / 7. ONLY THE TUBULAR DELINEATOR DEVICES SPECIFIED, IN ABOVE THE ENGINEER BASED UPON CONSTRUCTION CONDITIONS. % GENERAL NOTE ,#6 AND AS SPECIFIED IN THE MUTCD 2003 SECTION 6F.60 13. ACCESS TO PROPERTIES SHALL BE MAINTAINED AT ALL TIMES. f AND MUTCD 2003 CALIFORNIA SUPPLEMENT SECTION 6F.60, SHALL / BE USED ON THIS PROJECT. �$ 1� ti LEGEND TEMPORARY STRIPING NOTES ' CONSTRUCTION SIGN REMOVE ALL CONFLICTING STRIPES, MARKINGS AND MARKERS. .� / 21 PAINT 4" WHITE LANE UNE PER CALTRANS STANDARD PLAN PE T� �jCRASH CUSHION ����— C13F ® TEMPORARY TYPE K RAIL STANDARD PLAN A20A, DETAIL 9. / TYPE 3] PAINT 50 L.F. OF 4' SOLID WHITE STRIPE AS SHOWN. DEUNEATOR AND WORK LINE (NOT A STRIPE) j INSTALL 4' LANE DROP UNE PER CALTRANS STANDARD PLAN f �% North A20C, DETAIL 38A. ryp 1"=40' WORK ZONE 5 PAINT 4" WHITE RIGHT EDGE LINE PER CALTRANS STANDARD X", F PLAN STANDARD PLAN A20B, DETAIL 27B. / / /NHIGH LEVEL WARNING DEVICE TEMPOR/�f�Y K-RAIL / FLASHING ARROW SIGN / TYPE K 0o TEMPORARY CRASH CUSHION TRAFFIC DIRECTION ARROW (NOT A PAVEMENT MARKING) TYP , TYPE 2 BARRICADE / ! ' ' / RANCHO CUCAMONG TYPE 3 BARRICADE STADIUM \ \ w0w LU 10 - / G92 c27-2/08 Z i '' 6 O' / 3 0' 320' 2 Foothill Boulevard - R11/R11A 1 -- —`.�_1 1 'T 4 �c1s R10 �' 3 5 .�_` C20(LT) 1 - 1 °0 T— ,_�s 03 JOINEXIST N - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - / - - - - - - C14- - - - - - - - _ - - - - - - = - � - — - - --- --- --- R7A TYPE_N —ti0"" —it2 —tt#— T — 041 C14 '04 C18 C20(LT) k W11 N — N C4 N G1 CITY OF, 10.1 613(CIP 9d%a")° CUCAMONGA) 320' 320' 6 O' a0 SC=2 TYPE TS14 CRASH CUSHION r r= 8 TEMPORARY K-RAIL Z �' No. REVISIONAPPR. DATE (3 a % / / / SIB — CITY OF RANCHO CUCAMONGA / On—Ra mp NIB On Ramp N 115 I--15 TRAFFIC CONTROL PLAN a N FOOTHILL BOULEVARD N PREPARED UNDER THE SUPERVISION OF AND I-15 S/13 RAMPS (PHASE 1) ROCK E. MILLER - R.C.E. 29493 APPROVED BY DATE OFESS� CITY ENGINEER R.C.E. N0. 24953 QR 0,1' Af/j, DESIGNPLANS PREPARED BY RECOMMENDED d � pa QA Z3 No. 29493Katz, Okitsu & Associates EW. 3-31-07 "4r DRAWN fmific Engineers and fmnspo idi n Planners SHEET mfc 9 0V1�- 685 E. CARNEGIE DRIVE, SUITE 125 OF 1 0 . C�F CAU CHECKED SAN BERNARDINO, CA 92408 DRAWING NO. Tel: 909.890.9693 Fax: 909.890.9694 N j www.katzokitsu.com 10 0. � GENERAL NOTES 8. THE CONTRACTOR SHALL MAINTAIN ON A 24-HOUR BASIS ALL SIGNS, DELINEATORS, BARRICADES, ETC., TO INSURE PROPER FLOW 1. ALL WORK AND MATERIALS SHALL COMPLY WITH THE MUTCD 2003 AND AND SAFETY OF TRAFFIC. MUTCD 2003 SUPPLEMENT. 9. THE CONTRACTOR SHALL HAVE ALL SIGNS, DELINEATORS, 2. ALL STRIPING AND MARKING SHALL CONFORM TO THE STATE OF BARRICADES, ETC., PROPERLY INSTALLED PRIOR TO COMMENCING CALIFORNIA, STANDARD PLANS AND SPECIFICATIONS, INCLUDING CONSTRUCTION. STANDARD PLAN A-20, DETAILS. 10. CONSTRUCTION OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER p �G 3. THE CONTRACTOR SHALL PROVIDE FOR ACCESS TO ALL ADJACENT AS TO CAUSE AS LITTLE INCONVENIENCE AS POSSIBLE To ABUTTING PROPERTIES, EXCEPT AS INDICATED ON THESE PLANS. PROPERTY OWNERS. 4. ALL CONFLICTING STRIPING SHALL BE REMOVED. BLACK-OUT PAINT WILL BE 11. THESE PLANS INDICATE VEHICULAR TRAFFIC CONTROL IN THE ALLOWED NO LONGER THAN 2 WEEKS FOR TEMPORARY REMOVALS ONLY. WORK AREA DURING CONSTRUCTION ACTIVITY. ADDITIONAL TRAFFIC �G30P 5. ALL SIGNS SHALL BE REFLECTORIZED AND STANDARD SIZE. CONTROLS, TRAFFIC SIGNS, OR BARRICADING MAY BE REQUIRED IN 6. ALL DELINEATORS SHALL BE 28" MINIMUM PORTABLE, REFLECTORIZED THE FIELD. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PLACEMENT AND MAINTAINED ERECT IN THE INDICATED POSITION AT OF ANY ADDITIONAL DEVICES NECESSARY TO ASSURE SAFETY To ALL TIMES, AND SHALL BE REPAIRED, REPLACED, OR CLEANED AS THE PUBLIC AT ALL TIMES DURING CONSTRUCTION. NECESSARY TO PRESERVE THEIR APPEARANCE AND CONTINUITY. 12. EXACT LOCATION OF CONSTRUCTION SIGNS) SHALL BE AS DIRECTED BY 7. ONLY THE TUBULAR DELINEATOR DEVICES SPECIFIED, IN ABOVE THE ENGINEER BASED UPON CONSTRUCTION CONDITIONS. GENERAL NOTE ,J6 AND AS SPECIFIED IN THE MUTCD 2003 SECTION 6F.60 13. ACCESS TO PROPERTIES SHALL BE MAINTAINED AT ALL TIMES. �4 AND MUTCD 2003 CALIFORNIA SUPPLEMENT SECTION 6F.60, SHALL BE USED ON THIS PROJECT. TEMPORARY STRIPING NOTES LEGEND �j REMOVE ALL CONFLICTING STRIPES, MARKINGS AND MARKERS. D2 4"PAINT WHITE LANE LINE PER CALTRANS STANDARD PLAN CONSTRUCTION SIGN® TEMPORARY TYPE KRAIL STANDARD PLAN A20A, DETAIL 9. 3 INSTALL 4 SOLID WHITE CHANNELIZING LANE LINE PER CALTRANS STANDARD PLAN A20D, DETAIL 38. DELINEATOR AND WORK LINE (NOT A STRIPE) ' 4 ® PAINT 4" LANE DROP LINE PER CALTRANS STANDARD PLAN A20C, North DETAIL 37. ® WORK ZONES / 1"=40' 51 PAINT 4" WHITE RIGHT EDGE LINE PER CALTRANS STANDARD PLAN STANDARD PLAN A20B, DETAIL 27B. HIGH LEVEL WARNING DEVICE © INSTALL 4" WIDE WHITE THERMOPLASTIC LANE DROP LINE PER CALTRANS STANDARD PLAN A20C, DETAIL 376. FLASHING ARROW SIGN 71 PAINT 8" WHITE LINE, 45• AS SHOWN. 1 3. ® INSTALL 12" SOLID THERMOPLASTIC WHITE CROSSWALK OR LIMIT 8°o TEMPORARY CRASH CUSHION LINE PER CALTRANS STANDARD PLANS, A24E. �j/, I y1� 0 INSTALL 6" BIKE LANE LINE PER CALTRANS STANDARD PLAN TRAFFIC DIRECTION ARROW (NOT A PAVEMENT MARKING) A20D, DETAIL 39. 10 PAINT PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24A. I TYPE 2 BARRICADE 11 PAINT PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24B. 11 .TYPE III ' c TYPE 3 BARRICADE C~ 12 PAINT PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24C. 13 PAINT BIKE LANE DROP LINE PER CALTRANS STANDARD PLAN A20D, DETAIL 39A. + 14 INSTALL 4" WIDE WHITE THERMOPLASTIC LANE DROP LINE PER CALTRANS STANDARD PLAN A20D, DETAIL 40. w i �, 11 TYPE III �92 c27-2/G8 Foothill Boulevard �/ 280' '� 6 go, 3 0' 3 0' 6 6 50 mph i C131 �S zil, _ _ '_ ----- — LT) A C20(LT) a C18 1 u7 � - J- - - R66 � _ _ ao 00 - - -_ - - H - - - - - - - -- N — — — N — 14 ' i `14 - - - - - -Y*= - - - - - - - - - - - - - - - - N w TEMPORARY K—RAIL N ---`; — 1 — — — — — — —— — — —.N — —_— — — — - - - - -- - - - - - - - - - - - - - - --- -- --- --- --� --- --- --- --- �` — — — C30 To C30 -011 8 - - - . , - - +- - - - - - i- - - - R7A TYPE N - - - - - _ - - - --- - I �, •-- - - - - - - - - - - - iv - - - - 100 3 5 - -- - N --- -- _ JOIN EXIST— C14 XIST— — _ _ 200x- _ - - - - - - N (� - - - - - N- - - - - - - - �- �_ / - - - - - - - - - - - - - - M `- - to 00 C1& C20(LT)k — — - - - - — - - - - - - - - - - - - - - - - - - ` 3 0' 3p, 6 0' 2 0 4 13 2 9 8 TYPE IV 10 2 SC=3 /TYPE IV 10 12 3 1 7 8I3 10 8 8, 30 o SIB On—Ramp NIB On—Ramp F �, 115 I-15 No. REVISION APPR. DATE CITY OF RANCHO CUCAMONGA g N TRAFFIC CONTROL PLAN FOOTHILL BOULEVARD N PREPARED UNDER THE SUPERVISION OF AND AI m U �� _ 1.115 S/13 RAMPS (PHASE 11) ROCK E. MILLER - R.C.E. 29493 APPROVED BY / DATE 77i QRpfESSIpN CITY ENGINEER /l '/�� R:GE. N0.?4�3 DESIGN a PLANS PREPARED BY REC3MMEENNDED P � No. 29493rri AKatz, Okitsu & Associates EXP. 3-31-07 DRAWN Traffic E.40M rs and Transpor dt n Ran,1M SHEET mfc 10 OF 0 w CIVt %- 685 E. CARNEGIE DRIVE, SUITE 125 SCF CHECKED SAN BERNARDINO, CA 92408 DR WING NO. Tel: 909.890.9693 Fax: 909.890.9694 zoo f.' �`� j www.kotzokitsu.com °G - i2 S/B OFF RAMP 14' / STING 6 Vin e e SIB ON RAMP #Q 4 47 e � North TYPE VIII 6 �r �f. + �O• 6 TYPE I 7.32m 3 8 7 4 1 F61TYPE VI 1 4 FilripE IV 6 ry 3 6 ry 2 ,a 2 Foothill Boulevard ,;.* ' 1p, 50 mph - - - - - - - 75' o .� N_ 1� N , , CV in — — — — 100 _ OD1 �+ CV CV 13 . C-410 13 % (o — -- — — — ' S10014" - t 12 JOIN EXISTING — — — — _� — — — — — — — — TUB - - - - �Tr —?tom –�?� —tf'r ---� lld 1p 120 I- - - ^ - -1 - - - � - - - - - - - - �-- - - - - - � - ��{ - Q - - - - - - - - - - - - +- - t 4 - - - - - - - iA iv iV — — ^/CV CV NA itiiv V v JOIN EXISTING_ — — _ — -- -- -- N -- iA O Ni, N - - cJ' N 10 -00 9 8 ; i TYPE 16 1 � IV 6 11 4 5 2 TYPE 1 6 8 l0 3.Om 8 4 SIB ON RAMP NIB ON RAMP N/B OFF RAMP GENERAL NOTES STRIPING NOTES LEGEND 1. ALL WORK SHALL CONFORM TO THE LATEST CALTRANS STANDARD PLANS Q1 PAINT 4' WHITE LANE UNE PER CALTRANS STANDARD PLAN AND SPECIFICATIONS OR AS OTHERWISE DIRECTED BY THE CITY. STANDARD PLAN A20A, DETAIL 9. REMOVE EXISTING PROPOSED 2. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE IN CONFORMANCE ❑ PAINT 8' WHITE UNE, 45' AS SHOWN. TYPE IV (L or R) PAVEMENT ARROW WITH THE CURRENT EDITION OF THE TRAFFIC MANUAL, PUBLISHED BY THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION. ALL K ❑3 INSTALL 8' WIDE WHITE THERMOPLASTIC LANE DROP LINE PER PAVEMENT MARKINGS SHALL BE THERMOPLASTIC UNLESS OTHERWISE g INSTRUCTED BY THE CITY. CALTRANS STANDARD PLAN A20C, DETAIL 37B. ;.- 4 �- � � -� STREET LIGHT LUMINAIRE PD=l 3. ALL CONINSTALL 4' SOLID WHITE CHANNELIZING LANE UNE PER CALTRANS CONFLICTING STRIPING AND PAVEMENT MARKINGS NOT SHOWN ON ❑ STANDARD PUN A20D, DETAIL 36A a THE PLANS SHALL BE REMOVED FROM THE PAVEMENT BY SANDBLASTING . p p p SIGN (E-ASTING TO REMAIN UNLESS NOTED) BY THE CONTRACTOR WITH IMMEDIATE CLEAN UP OF RESIDUES. ❑5 INSTALL 12' SOLID THERMOPLASTIC WHITE CROSSWALK OR LIMIT LIVE 4. LOCATIONS, ELEVATIONS AND DIMENSIONS OF EXISTING IMPROVEMENTS PER CALTRANS STANDARD PLANS, A24E. - - - - TRAFFIC STRIPE OR MARKING ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THIS PLAN, BUT DO NOT PURPORT TO BE © INSTALL THERMOPLASTIC PAVEMENT MARKING PER CALTRANS ABSOLUTELY CORRECT. CONTRACTOR SHALL CAT TRACK AND NOTIFY THE STANDARD PLAN A24A. NO. REVISION APPR. DATE CITY FOR APPROVAL OF THE PROPOSED LOCATIONS OF ALL PAVEMENT LEGEND IMPROVEMENTS INCLUDING STRIPING AND MARKINGS SHOWN. 7❑ INSTALL THERMOPLASTIC PAVEMENT MARKING PER CALTRANS STANDARD PUN A24D. CITY OF R MINSTALL DETAIL 39.E BIKE LANE UNE PER CALTRANS STANDARD PLAN A20D, PAVEMENT DELINEATION PLAN i ❑ PAINT BIKE LANE DROP UNE PER CALTRANS STANDARD PLAN A20D, FOOTHILL BOULEVARD DETAIL 39A. PREPARED UNDER THE SUPERVISION OF AND �o a' 10 INSTALL 8' LANE DROP UNE PER CALTRANS STANDARD PLAN A20C, al w DETAIL 37A. - 2� 0 1=15 S/B RAMPS c 11 INSTALL THERMOPLASTIC PAVEMENT MARKING PER CALTRANS �pF� �. ROCK E. MILLER R.C.E. 29493 ❑ E. i . . APPROVED BY DATE STANDARD PLAN A24C. ��,Q' CIG Fp�OFESS 0'- ie � Q �p E M !4� CITY ENGINEER R.C.E. NO. 9 3 ❑12 INSTALL a WIDE WHITE THERMOPLASTIC LANE DROP UNE PER w ��Q�pG� /<<., �y� DESIGN PLANS PREPARED BY REC MENDED g CALTRANS STANDARD PLAN A20D, DETAIL 40. No. 113 g _ �� * Exp 9/3C.'- w No. 29493 Katz Olatsu dt ASSC1�lateS 9 13 INSTALL TYPE H MARKERS ALONG MEDIAN FROM STATION 108+00 TO ��j, T,Q �� °C Exp. 03/31/07 DRAWN SHEET d 113+50 PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 133. �9T� A FFA N 1�a� � � PI�R111'�s SOF �_ �FC�L� �' CIVIL �1`�' 685 E CARNEGIE DRIVE, SUITE 125 --_ 9��OFGAUFpCHECKED SAN BERNARDINO, CA 92408 DRAWING NO. Td: 909.890.9693 Fcw. 909.890.9694 www.katzokftsu.com SIR OFF RAMP TYPE / TMs., 1 4 1 4 a � m WA Q TYPE K / # RANCHO CUCAMMM 1� BLDG. STADIUM North 5 j 1,•=40• 14' 12' 14' R11 11A 2 ` 2 R10 X92 G27-2/G8 3 R18-2 3 74 WIF7' 1 �` I Foothill Boulevard \ 50 mph S B ON RAMP / 1 G TH 2 R1ttiro G701 �— R18-2 R96 Ob A78 1- 6B — M — -- ---- ---- - 'L R1 Y NN - - - - - - - - - 11D -- — — — 1 — — — — 3 R7 A N it — — — — — — — — —N N LO 11T —, _ _ (VI:u � t R7/OR7A/TYPE 2 C4 _04 F R17t' G27-2/G4�G34 #G92/G27-2(15)/G48/G43 / / R18-20 w �ph" R11/R11 A?► R18 3 R18 3 12' 3 TYPE K / G92/G27-2/G47 G92/G27(15)/G48/G4 2 130 I SIB ON RAMP NIB ON RAMP NIB OFF RAMP LEGEND SIGNING NOTES REMOVE GENERAL NOTES ❑1 RS EXISTING ROADSIDE SIGN AND POST COMPLETE TO STATE YARD. EX<SnNG PROPOSED a 1. ALL WORK SHALL CONFORM TO THE LATEST CALTRANS STANDARD PLANSJ TYPE IV (L or R) PAVEMENT ARROW AND SPECIFICATIONS OR AS OTHERWISE DIRECTED BY THE CITY. a a EXISTING ROADSIDE SIGN AND POST AS SHOWN. 2. LOCATIONS, ELEVATIONS AND DIMENSIONS OF EXISTING IMPROVEMENTS a INSTALL NEW ROADSIDE SIGN AND POST AS SHOWN. 0— STREET LIGHT LUMINAIRE S1 ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THIS PLAN, BUT DO NOT PURPORT TO BE s ABSOLUTELY CORRECT. CONTRACTOR SHALL CAT TRACK AND NOTIFY THEp p F SKIN (E)MING To REMAIN L%_ESS NOTED) CITY FOR APPROVAL OF THE PROPOSED LOCATIONS OF ALL 4❑ INSTALL R61-26 ROADSIDE SIGN AND POST TO BE INSTALL IN PLACE r* IMPROVEMENTS INCLUDING STRIPING AND MARKINGS SHOWN. OF EXISTING SIGN. ONLY ONLY - - - TRAFFIC STRIPE OR MARKING PAVEMENT LEGEND No. REVISION APPR. DATE ❑ 41 � CITY OF RANCHO CUCAMONGA 5 INSTALL R61-26 ROADSIDE SIGN AND POST AS SHOWN. LY ONLY SIGN PLAN FOOTHILL BOULEVARD -» PREPARED UNDER THE SUPERVISION OF AND -�Q aF�ss � -71.2 7 o I-15 S/B RAMPS E. 9 ROCK – Mid l E. MILLER R.C.E. 29493 = APPROVED BY DATE y11,' lee Q` �O CITY ENGINEER R.C.E. N0.24953 W No. 1139 9 m Q��Q E. 4f Ny�� 9 �� DESIGN PLANS PREPARED BY RECOMMENDED, * Exp. 9/30;'04 .10 co dpa 4 No. 29493 m �9�• AAFF�C' �P DRAWN C�KatZ, Oldtsu Associates SHEE N g �cOFCALIFO�� * Exp.03/31/07 * mfc %ffic ad � &� � �>,9r CIVIL Q��P 685 E. CARNEGIE DRIVE, SUITE 125 OF i F 0 CHECKED SAN BERNARDINO. CA 92408 DRAWING NO. OF CA1aF Tel: 909.890.9693 Fox: 909.890.9694 y www.katzokftou.com '� CONSTRUCTION NOTES CONDUCTOR SCHEDULE 1l EXISTING MODEL 170 CONTROLLER IN A TYPE 332 CABINET, CONTRACTOR SHALL FURNISH AND RUNS PHASE DIAGRAM INSTALL ALL APPURTENANCES FOR THE INTENDED OPERATION. CONTRACTOR TO PROTECT IN AWG POLE GROUP A GROUP B EXISTING LOOPS AB PLACE. A A& lj& lz�if A& A& JA ® NOT NOT O R �oJ ❑2 EXISTING TYPE IN-CF SERVICE CABINET, CONTRACTOR TO PROTECT IN PLACE. 1 06,06p1/- 1/- 1/- 1/- USED -' USED O O Y - El EXISTING 3" SERVICE CONDUIT. CONTRACTOR TO PROTECT IN PLACE. 12c 01 02 93 04 == _ '_- �4 ® EXISTING TYPE 24-4-80 POLE AND MAST ARMS TO STATE YARD. ® EXISTING VEHICLE C 2 a,.sPPe 1/1 1/1 1/1 � O G r HEADS, LUMINAIRE AND REGULATORY SIGN TO NEW LOCATION o1 CONTRACTOR SHALL FURNISH A `v NOT NOT NOT ;` AND INSTALL ALL TRAFFIC SIGNAL EQUIPMENT PER THE POLE QEDULE. REMOVE FOUNDATION B 3 .sPPB -/1 -/1 i USED USED USED GA / COMPLETE. L � 8 E4 •2,r6,46P 1/- 1/- 05 46 9798 KLQtSES SMALL 12' EXIST 1.5'C �5 EXISTING TYPE 1-A POLE TO STATE YARD. ® TRAFFIC SIGNAL EQUIPMENT TO NEW C 5 02 1/- 1/- 1/_ INSTALL 1-DLC /�;' ATION Q2 AS SHOWN. CONTRACTOR SHALL FMNISH AND INSTALL ALL TRAFFIC SIGNAL A , ,� / EQUIPMENT PER THE POLE SCHEDULE. REMOVE FOUNDATION COMPLETE. B s ,4,06 1/- 1/- 1/- 1/- DETAIL A L © EXISTING TYPE 15 POLE AND MAST ARM TO STATE YARD. [RL] LUMINAIRE, REGULATORY E 7 ,4 1/- 1/- 1/- 1/- 1/- WARNING SIGNS TO NEW LOCATION 6) AS SHOWN. CONTRACTOR SHALL FURNISH AND INSTALL ALL TRAFFIC SIGNAL EQUIPMENT-PER THE POLE SCHEDULE. REMOVE FOUNDATION TOTAL 1/- 2/- 3/- 4/- 1/- 2/1 2/2 6/2 CB COMPLETE. /j 11• 7a EXISTING TYPE 19-4-80 POLE, MAST ARMS, AND VEHICLE HEAD TO STATE RD. a f( EXISTING LUMINAIRE, REGULATORY AND WARNING SIGNS TO NEW LOCATION U EXISTING LOOPS AB SHOWN. CONTRACTOR SHALL FURNISH AND INSTALL ALL TRAFFIC SIGNAL EQUIPMENT PER #10 LUMINAIRES 2 2 2 2 2 2 2 8 2 THE POLE SCHEDULE. REMOVE FOUNDATION COMPLETE. EVP 1 1 2 2 1 1 1 3 ____-i 4 ® ® EXISTING TYPE 9 FLASHING BEACON AND EQUIPMENT TO STATE YARD. CONTRACTOR SHALL 7 ' TERMINATE CIRCUIT AT SERVICE EQUIPMENT ENCLOSURE. REMOVE FOUNDATION COMPLETE. LOOP 02 4 6 6 6 6 INSTALL 1.50C., 2-DLC / �� a9 ® EXISTING SV-2-TA TO STATE YARD. DET. 4 CABLE 04 2 4 4 5 ,�� 10 ® EXISTING TYPE 26-4-80 POLE AND MAST ARMS TO STATE YARD. N LUMINAIRE, TYPE 6 REGULATORY AND WARNING SIGNS TO NEW LOCATION 6) AS SHOWN. TRACTOR SHALL 6 PUSH BUTTON LOCATION % FURNISH AND INSTALL TRAFFIC SIGNAL EQUIPMENT PER THE POLE SCHEDULE. REMOVE / TOTAL 4 6 6 6 2 4 16 North FOUNDATION COMPLETE. 10=20* J CONDUIT SIZE 3' 2"(E) 3" 3' 20 3' 3" 5 ,�� EXIST 1.5'C., EXIST 1.5-C., 6pr#19 SIC INSTALL 3-DLC ALL CONDUCTORS AND CABLES SHALL BE NEW: EXCEPT EXISTING SERVICE WIRES AND INTERCONNECT. C 6 '�� \ ALL CONDUIT IS NEW UNLESS NOTED OTHERWISE; (E) = EXISTING / ,�► INSTALL C -DLC INSTALL�1.5"C., 3-DLC Foothill Boulevard Q r 55mph\50rnph / ' EXiST 2'C., 2JIO O . j EXIST 1.5'C. / / 4 O 6 1.5'C., � 9 INSTALL �-DL IrSIC 4% EXIST 1.5-C., 6pr/19 SIC / 6 ` C 1 12 2 INSTALL C4-DLC - Ll q AB r RC AB ,`►f ---- -- -- -- -- -- _ — — — 1 0"g U-) q T �' 6 — — — — 896/1296/1-4e - __ tr RC 06 4 8 3 co > �2 C-4cV V 0 EXIST 2'C., 2#10 ' ` RC EXISTING LOOPS AB N iv J3U M6 1 1 R34-2N ,i 11 , , . iv . , s ' i� , �\ 0 �__ tV 06 EXISTING LOOPS AB AB EXISTING LOOPS - � �� - in 6J4U ` ' 17� TO 4,, it 34S' TO J2U - - UMI -! N — �� EXISTING LOSS — , _ - UMIT LINE _ iv EXISTING LOOPS AB �4U - AB f 212U UN T LINE -- ; 1 - - - I - _ AB � !2 11 / i ,- N J -- N - - - R34-2 N 212L02 ` - N / DETAIL 'A" 13 1' r 2130 AB _ - - / RC I > AB N \ RC 1104 �4 06 0 00 60 - O E1 INSTALL 1.5'C., 3-DLC INSTALL 1.5"C., 4-DLC O AB - 9 10 � 7 N 33' N RAMP MTR GENERAL NOTES: N SEE DETAIL SHEET NO. REVISION APPR. DATE s V) c6 SC BC STALL 2'C. 2#10 FOR RMS CITY 05: RANCHO CUCAMONGA POLE AND EQUIPMENT SCHEDULE PER CALTRANS STANDARD PLANS DATED JULY 2002 EX EXISTING RAMP , 2flMETER 8. a 7 PLACEMENT PED PUSH A ��� CARNET ; ,2. CONSTRUCTION NOTES (Com TRAFFIC SIG14AL PLAN � SIGNAL STANDARD SIGNAL MOUNTING _ SINGLE OUTPUT EMERGENCY VEHICLE PRE-EMPTiON � �� DIMENSIONS BUTTONS � d' ' 11 FURNISH AND INSTALL SINGLE INPUT, y NO. NpE SIGNAL LUM. LUMINAIRE POLE MAST ARM POLE •A• "B" ARROW REMARKS __ _ EXISTING LOOP AB (EVP) DETECTOR PER THE MANUFACTURER'S SPECIFICATIONS TO PROVIDE THE INTENDED FOOTHILL BOULEVARD M. A. M. A. HPSV VEHICLE VEHICLE PEDESTRIAN ID "� `--' OPERTHE ATION. EXACT LOCATION OF DETECTOR SHALL BE DETERMINED BY THE ENGINEER IN PREPARED UNDER THE SUPERVISION OF AND W 1 29-5-129 50' 15' 20OW R SV-1-T R MAS MASR SP-1-T -3' 6' - - - - - 2 1-A 12 FURNISH AND INSTALL EVP PHASE SELECTOR MODULE AND ALL APPURTENANCES PER THE - - TV-1-T R 6' 3' 6 ,o 12, 27 I-15 S/B RAMPS I-15 S1 B ON RAMP MANUFACTURERS SPECIFICATIONS TO PROVIDE THE INTENDED OPERATION. ROCK E. MILLER - R.C.E. 294 3 3 15 - 12 200W - - - 23 3 6 B.C.R. • R • APPROVED BY DATE B : 13 RaS EXiST VEHICLE HEAD TO STATE YARD. CONTRACTOR SHALL FURM INSTALL CITY ENGINEER R.C.E. N0. 4953 4 15 - 12' 200W SV-2-TA - SP-1-T -8' 3' - - NSW VEHICLE HEAD PER POLE SCHEDULE. FE GQPOFESS/ON f-I-Ic MAS QPM Ss�a Q� E M/ q� DESIGN PLANS PREPARED BY RECOMMENDED '715 26-4-129 45' 15' 20OW (R SV-1-T MAS R - AS SHOWN - - - QUO G E, ( co QQG ��� F _ - (E) _ _ - _ - - - dpa POLE LOCATION �`� Q� Mi4� �Z yi Ka Oldtsu dt Associates S� 6 1-A TV-2-T - EXISTING DETAIL 9 NO. 29493 m DRAWN SHEETcr " 7 17-2-129 20' 15' 200W R SV-1-T MAS-48 - 27' 3' - - LU NO. 1139 m * EXP• 03/31/07 mfc Tt1z Plfe>1>teTS �a� a T 685 E. CARNEGIE DRIVE, SUITE 125 * Exp. 9/30/0, `r>,��, CIVIL �!* CHECKED SAN BERNARDINO, CA 92408 DRAWING NO. ! ALL EQUIPMENT SHALL 8E NEW UNLESS NOTED OTHERWISE: (E) = EXISTING; (R) = RELOCATE cA T a �q RA FF1G �! OF CAUFO Tet- 909.890.9693 For 909.890.9694 www.katmkitau.com S/B Df-Ramp GENERAL NOTES / 1. THIS PLAN IS ACCURATE FOR STAGING CLOSURE G CONSTRUCTION AND MAINTENANCE OF TRAFFIC ONLY. 1 4 S OFF-RAMP/EAST SIDE / 2. LOCATION OF CONSTRUCTION AREA SIGNS ARE APPROXIMATE. EXACT LOCATIONS WILL BE DETERMINED BY THE ENGINEER. (SC-2) / 3. DEVIATIONS FROM THESE STAGE CONSTRUCTION PLANS SHALL BE SUBMITTED BY THE CONTRACTOR IN WRITING NO LESS THAN 14 / S/B On-Ramp DAYS PRIOR TO START OF CONSTRUCTION TO THE ENGINEER FOR APPROVAL 00 + 00 4. CONSTRUCTION SIGNS ARE ALL STATIONARY GROUND—MOUNTED SIGNS. THESE SIGNS SHALL BE INSTALLED PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITIES. / 5. ALL LANE CLOSURES SHALL BE DURING PERIODS OF THE WORK DAY, APPROVED BY THE ENGINEER. 6. SIGNS, CHANNEU4 2ZERS, FLASHING ARROWS AND OTHER DEVICES DURING LANE CLOSURES SHALL BE IN ACCORDANCE WITH THE cn EAST SIDE MEDIAN WATCH MANUAL, CALTRANS TRAFFIC MANUAL, MUTCD AND AS DIRECTED BY THE ENGINEER. w (SC-2) 7. ALL CONSTRUCTION SIGNS SHALL BE COVERED WHEN NOT IN USE. Foto" O Boulevard \ ` r M 8. DURING PERIODS OF LANE CLOSURES, ALL TURNING MOVEMENTS TO AND FROM RAMPS SHALL BE MAINTAINED AS WELL AS ONETHROUGH LANE IN EACH DIRECTION. " LEGEND l SHOULDER R 1 % r, i ow CONSTRUCTION THIS PHASE. S/B ON—RAMP/WEST SIDE (SC-2) S/B On-Ramp "/B F15 amp 1-15 CONSTRUCTION NOTES STAGE 1 E1 OLOSE SHOULDER PER TYPICAL APPLICATION 5-5 (TA 5 FROM THE MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES). USE TEMPORARY RAILING AND A CRASH CUSHION. CONSTRUCT SHOULDER AND/OR PHASE 1 STORM DRAIN. 2❑CLOSE INTERIOR LADS PER TYPICAL APPLICATION 5-30 (TA 5-30 FROM THE MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES). CONSTRUCT EAST SIDE MEDIAN. S/B Off-Ramp I F155 ❑3 CLOSE INTERIOR LANES PER TYPICAL APPLICATION 5-30 (TA 5-30 FROM THE MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES). CONSTRUCT (NEST SIDE MEDIAN. / �4 REMOVE CONFIJCTiNG EXISTING AND INSTALL TEMPORARY RAILING, SIGNING AND STRIPING FOR CONSTRUCTION. _ OD SIB On-Rami, / 1-15 >� r6 OULDER CLOSURE 4 1 S/B OFF RAMP/WEST SIDE (SC-3)Cr / Foothi >1 Boulevard -- ------ --- --�- - --, -—-—---}----- i 4 -=11-7- 197-wy LANE SCM WEST SIDE MEDIAN 3 b / / 1 s (SC-3) �. / No. REVISION APPR. DATE N CITY OF RANCHO CUCAMONGA S/B On-Ramp N/e on-Ramp STAGE CONSTRUCTION PLAN F'5 1-'5 - FOOTHILL BOULEVARD NSTAGE II PREPARED UNDER THE SUPERVISION O o Ca AND Cal Q? PHASE 1oQ�OFESsj�ti Z7 dz �Q E, 4414e Y 1=15 S/B RAMPS < rDEN D BY DATE O l F2 ROCK E. MILLER — R.C.E. 29493 // r z OQp,OFESs�O� V .� No. 1139 M � E CITY ENGINEER R.C.E. NO.��� Exp. g/30'04 a �t�,Q OG'� M/(� cy PLANS PREPARED BY RECOMMENDED * C-0 e �` -9j�TAAFF�C' Qa�Q- w No. 29493 9 m � 1� N C►�Katz, Okitsu do Associates U OFCAUFO * Exp.03/31/07 P>Q Aa1t>t SHEE CIVll �P 685 E CARNEGIE DRIVE, SUTE 125OFCASAN BERNAFONo, CA 92408 DRAWING NO. 04 .V Td: 909.590.9693 For. 949.890.9694 Ch www.katzokRw.com < GENERAL NOTES 8. THE CONTRACTOR SHALL MAINTAIN ON A 24—HOUR BASIS ALL 3 + � SIGNS, DELINEATORS, BARRICADES, ETC., TO INSURE PROPER FLOW 1. ALL WORK AND MATERIALS SHALL COMPLY WITH THE CALTRANS MANUAL AND SAFETY OF TRAFFIC. OF TRAFFIC CONTROLS IN CONSTRUCTION AND MAINTENANCE ZONES, 9. THE CONTRACTOR SHALL HAVE ALL SIGNS, DELINEATORS, LATEST EDITION. BARRICADES, ETC., PROPERLY INSTALLED PRIOR TO COMMENCING + 2. ALL STRIPING AND MARKING SHALL CONFORM TO THE STATE OF CONSTRUCTION. X90 CALIFORNIA, STANDARD PLANS AND SPECIFICATIONS, INCLUDING 10. CONSTRUCTION OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER STANDARD PLAN A-20, DETAILS. AS TO CAUSE AS LITTLE INCONVENIENCE AS POSSIBLE TO ABUTTING 3. THE CONTRACTOR SHALL PROVIDE FOR ACCESS TO ALL ADJACENT PROPERTY OWNERS. = PROPERTIES, EXCEPT AS INDICATED ON THESE PLANS. 11. THESE PLANS INDICATE VEHICULAR TRAFFIC CONTROL IN THE - 4. ALL CONFLICTING STRIPING SHALL BE REMOVED. BLACK—OUT PAINT WILL BE WORK AREA DURING CONSTRUCTION ACTIVITY. ADDITIONAL TRAFFIC ALLOWED NO LONGER THAN 2 WEEKS FOR TEMPORARY REMOVALS ONLY. CONTROLS, TRAFFIC SIGNS, OR BARRICADING MAY BE REQUIRED IN 5. ALL SIGNS SHALL BE REFLECTORIZED AND STANDARD SIZE THE FIELD. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PLACEMENT J 6. ALL DELINEATORS SHALL BE 28" MINIMUM PORTABLE, REFLECTORIZED OF ANY ADDITIONAL DEVICES NECESSARY TO ASSURE SAFETY TO AND MAINTAINED ERECT IN THE INDICATED POSITION AT THE PUBLIC AT ALL TIMES DURING CONSTRUCTION. , ALL TIMES, AND SHALL BE REPAIRED, REPLACED, OR CLEANED AS 12. EXACT LOCATION OF CONSTRUCTION SIGN(S) SHALL BE AS DIRECTED BY NECESSARY TO PRESERVE THEIR APPEARANCE AND CONTINUITY. THE ENGINEER BASED UPON CONSTRUCTION CONDITIONS. - 7. ONLY THE TUBULAR DELINEATOR DEVICES SPECIFIED, IN ABOVE 13. ACCESS TO PROPERTIES SHALL BE MAINTAINED AT ALL TIMES. GENERAL NOTE #6, SHALL BE USED ON THIS PROJECT. / 5 LEGEND TEMPORARY STRIPING NOTES �1 CONSTRUCTION SKIN REMOVE ALL CONFLICTING STRIPES, MARKINGS AND MARKERS. \ PAINT 4' WHITE LANE LINE PER CALTRANS STANDARD PLAN ,, C13P o TEMPORARY TYPE K RAIL STANDARD PLAN A20A, DETAIL 9. TYPE 3❑ INSTALL 4 SOLID WHITE CHANNELIZING LANE UNE PER CALTRANS �' A DELINEATOR AND WORK LINE (NOT A STRIP) STANDARD PLAN A201), DETAIL 36A. 4 North INSTALL a LANE DROP LINE PER CALTRANS STANDARD PLAN ® WORK ZONE A20C, DETAIL 37A. TYPV �5 PAINT 4" WHITE RIGHT EDGE UNE PER CALTRANS STANDARD %� / HIGH LEVEL WARNING DEVICE PLAN STANDARD PLAN A20B, DETAIL 27B. GG� J FLASHING ARROW SIGN TYPE A TEMPORARY CRASH CUSHION TRAFFIC DIRECTION ARROW (NOT A PAVEMENT MARKING) I TYPE 2 BARRICADE TYPE 3 BARRICADE RANCHO o N z / W H Ir m N O G92 G27-2/G8 6DO3 0' 320 W cn Foothill Boulevard �C18 2 50 mph R11MIA 5 , C20(LT) RIO00 3 1 I JOIN EXIST - — — - - -- N, - `4 - --- --- --- --- N ism 10 108 I CV CV C18 c20(LT) k b — — — — — — — — — ; — W11 N / --- / rxor Wr wc.)= ;yM CUCAMONGA) ,,ppp "' 3 0' 3 0' 6V' "00d aD ao n, Ir %/ / 7 Z ch / No. REVISION APPR. DATE M cn ' CITY OF RANCHO CUCAMONGA SIB On-Ramp NIB On-Ramp I--15 I--15 TRAFFIC CONTROL PLAN N z FOOTHILL BOULEVARD aI v PREPARED UNDER THE SUPERVISION OF AND Qp,OFESs/O u� �7 6� 1-15 S/B RAMPS (PHASE 1) - 4r�0 G - E M/ iy,9l ROCK E. MILLER T R C.E. 29493 APPROVED BY DATE w QO ��� c<`y 99,0FESS/1 CITY ENGINEER R.C.E. NO.24953 N No. 1 1 9 Z QUO G� E. 39 m �� p �� y DESIGN PLANS PREPARED 87RECOMMENDED EXP. 9/30/04 ,# w � No. 29493 9 Mi � KatzOk1tSl1 dl ASSOC18teS 7 A FFIG ��P * Exp.03/31/07 � DRAWN ���TT�f ftC � Q� F SHEE Of CA IF 4p' * mfc OF CALIf CIVI1. ��? 685 E CARNEGIE DRIVE, SUITE 125 TFOF CAUFpQ` CHECKED SAN WRNARDINO. CA 92408 DRAWING NO � Td' 909. 96 .890.9694 atrok tsu.com w GENERAL NOTES 8. THE CONTRACTOR SHALL MAINTAIN ON A 24-HOUR BASIS ALL SIGNS, DELINEATORS, BARRICADES, ETC., TO INSURE PROPER FLOW 1. ALL WORK AND MATERIALS SHALL COMPLY VNTH THE CALTRANS MANUAL AND SAFETY OF TRAFFIC. 3 OF TRAFFIC CONTROLS IN CONSTRUCTION AND MAINTENANCE ZONES, 9. THE CONTRACTOR SHALL HAVE ALL SIGNS, DELINEATORS, LATEST EDITION. BARRICADES, ETC., PROPERLY INSTALLED PRIOR TO COMMENCING 2. ALL STRIPING AND MARKING SHALL CONFORM TO THE STATE OF CONSTRUCTION. T" PL CALIFORNIA, STANDARD ANS AND SPECIFICATIONS, INCLUDING 10. CONSTRUCTION OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER p ,G STANDARD PLAN A-20, DETAILS. AS TO CAUSE AS LITTLE INCONVENIENCE AS POSSIBLE TO ABUTTING 3. THE CONTRACTOR SHALL PROVIDE FOR ACCESS TO ALL ADJACENT PROPERTY OWNERS. PROPERTIES, EXCEPT AS INDICATED ON THESE PLANS. 11. THESE PLANS INDICATE VEHICULAR TRAFFIC CONTROL IN THE 4. ALL CONFLICTING STRIPING SHALL BE REMOVED. BLACK-OUT PAINT WILL BE WORK AREA DURING CONSTRUCTION ACTIVITY. ADDITIONAL TRAFFIC ALLOWED NO LONGER THAN 2 WEEKS FOR TEMPORARY REMOVALS ONLY. CONTROLS, TRAFFIC SIGNS, OR BARRICADING MAY BE REQUIRED IN 5. ALL SIGNS SHALL BE REFLECTORIZED AND STANDARD SIZE THE FIELD. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PLACEMENT 6. ALL DELINEATORS SHALL BE 28" MINIMUM PORTABLE, REFLECTORIZED OF ANY ADDITIONAL DEVICES NECESSARY TO ASSURE SAFETY TO AND MAINTAINED ERECT IN THE INDICATED POSITION AT THE PUBLIC AT ALL TIMES DURING CONSTRUCTION. ALL TIMES, AND SHALL BE REPAIRED, REPLACED, OR CLEANED AS 12. EXACT LOCATION OF CONSTRUCTION SIGN(S) SHALL BE AS DIRECTED BY NECESSARY TO PRESERVE THEIR APPEARANCE AND CONTINUITY. THE ENGINEER BASED UPON CONSTRUCTION CONDITIONS. 4 7. ONLY THE TUBULAR DELINEATOR DEVICES SPECIFIED, IN ABOVE 13. ACCESS TO PROPERTIES SHALL BE MAINTAINED AT ALL TIMES. GENERAL NOTE :6, SHALL BE USED ON THIS PROJECT. TEMPORARY STRIPING NOTES LEGEND ❑j REMOVE ALL CONFLICTING STRIPES, MARKINGS AND MARKERS. CONSTRUCTION SIGN ❑2 PAINT 4' WHITE LANE LINE PER CALTRANS STANDARD PLAN STANDARD PLAN A20A, DETAIL 9. a TEMPORARY TYPE K RAIL a INSTALL 40 SOLID WHITE CHANNELIZING LANE LINE PER CALTRANS STANDARD PLAN A20D, DETAIL 36. DELINEATOR AND WORK LIVE (NOT ASTRIP) Q 4❑ PAINT 4' LANE DROP UNE PER CALTRANS STANDARD PLAN A20C, / North DETAIL 37. ® WORK ZONE � 4L� 1•=40' ❑5 PAINT 4" WHITE RIGHT EDGE LINE PER CALTRANS STANDARD PLAN STANDARD PLAN A20B, DETAIL 27B. HIGH LEVEL WARNING DEVICE 1� 6❑ INSTALL a WIDE WHITE THERMOPLASTIC LANE DROP LINE PER CALTRANS STANDARD PLAN A20C, DETAIL 37B. FLASHING ARROW SIGN a7 PAINT 8- WHITE LINE, 45' AS SHOWN. 1 a, Ln ® INSTALL 120 SOLM THERMOPLASTIC WHITE CROSSWALK OR LIMIT TEMPORARY CRASH CUSHION UNE PER CALTRANS STANDARD PLANS A24E. r� ❑9 INSTALL 6' BIKE LANE UNE PER CALTRANS STANDARD PLAN TRAFFIC DIRECTION ARROW (NOT A PAVEMENT MARKING) A20D, DETAIL 39. 10 PAINT PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24A. I TYPE 2 BARRICADE 11 PAINT PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24B. 11 TYPE M TYPE 3 BARRICADE 12 PAINT PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24C. / �� z z c3 13 PAINT BIKE LANE DROP LINE PER CALTRANS STANDARD PLAN m / m� ' A20D, DETAIL 39A. 0 '*ui / 14 INSTALL 4 WIDE WHITE THERMOPLASTIC LANE DROP LINE PER c CALTRANS STANDARD PLAN A20D, DETAIL 40. 1 w W 11 TYPE M Foothill Boulevard 280' 6 6 50 mph / 74- I 2 1 3 2 1 J - LT) A C20(LT) 4 C18 ao 1 R1 - - - - - R ao L - i0 N N N N , C14 - iv 8C30 - - - - - f — — — _ - - - - T— - - - - — _ R7A E N — N —N 3 5 - -- - T - — — — — / — CV_ -� - - - - N _ " - - - - - N- N / _ 9 1 N - - - - - - - - - - - - r_ - - - - - - _ C113 C20(LT)k - - - - - - - - - - - = - - - - - - - - - _ _ r3 30 6 20 44 1 5 TYPE I IV 6 12 3 1 „ 7 j / / SC=3 s 3 8 10' 8' a S o o SIB On-Ramp NIB On-Ramp 7 �., I-15 I-15 No. REVISION APPR. DATE M (n CITY OF RANCHO CUCAMONGA TRAFFIC CONTROL PLAN z FOOTHILL BOULEVARD PREPARED UNDER THE SUPERVISION OF AND o y i cin -oFESS 1=15 S/B RAMPS (PHASE 11) QR /p ROCK E. MILLER - R.C.E. 29 93 E. M/� �`q _ APPROVED BY DATE �T f PpFESS/p CITY ENgNEER R.C.E. N0.24953 9 G) Q L No. 1 139 m E. AM/z Ny�� DESIGN PLANS PREPARED BY RECOMME /DED M A- ��` Z4� dpa � 1N is s , Exp. 9/30;'04 9 z �RBtZ, Oklt3u ASSOCiates T `� P W No. 29493 M 1'fa DRAWN Athn�rs SHEE � A Ff P�� * Exp.03/31/07 mfC �� Lot to OF C AI.IFO * 685 E. CARNEAE OR►VE. StNTE 125 CIVIL �r CHECKED SAN KRNARDINo. CA 92408 DRAWING NO. -' OFC F I�OQ� Td: 909.M.9693 Fax: 909.x90.9694 h CAI www.kctzokRm.00m