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HomeMy WebLinkAbout1967-S a- i SIGNING AN STRIPING PLAN _80tAW AID STRFWG GENERAL NOTED TRAFFIC CONTROL NOTED 1. ALL DETAILS AND DIMENSIONS FOR TRAFFIC SIGNS AND INSTALLATION 1. ALL SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL BE IN FCle 911H ts mtET THEREOF SHALL CONFORM TO THE CALTRANS SIGN SPECIFICATION, TRAFFIC CONFORMANCE WITH THE CURRENT EDITION OF THE TRAFFIC MANUAL, NOW 8 MANUAL AND MAINTENANCE MANUAL PUBLISHED BY THE STATE OF CALIFORNIA, DEPARTMENT OF R28 _ 13+26.25 VINEYARD AVENUE TRANSPORTATION. _ �; 8 10+04.07 9TH STREET 2. NEW AND RELOCATED SIGNS SHALL BE INSTALLED USING GREEN 2. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC. .-' /` '' 31 NON-PERFORATED UNISTRUT POSTS AND ANCHOR SLEEVES. SIGN POSTS (ALKYD BASED TYPE) f'` �/ �� ,i' 1 _ "_ __� �_. ___ -_. i PERK .... 616-S rN. SHALL BE 1-3/4 X 1-3/4 AND OF SUFFICIENT LENGTH TO EXTEND FROM 3. ALL SIGNS AND ROADSIDE MARKERS SHALL BE OF HIGH INTENSITY THE TOP OF THE SIGN TO BETWEEN 6 AND 8 INCHES INTO THE ANCHOR (FHWA TYPE 111) REFLECTIVE SHEETING, EXCEPT STOP SIGNS SHALL BE SLEEVE AND PROVIDE 7 FEET CLEARANCE BETWEEN FINISHED GRADE AND DIAMOND GRADE (FHWA TYPE IIIA) REFLECTIVE SHEETING. - -. THE BOTTOM OF THE SIGN. THE ANCHOR SLEEVE SHALL EXTEND 1 TO 2 4. SIGNS SHALL BE MOUNTED ON METAL POSTS SIMILAR TO COUNTY -- INCHES ABOVE FINISHED GRADE AND SHALL BE 20X2"X30' LONG. POST - - ¢- -- -- -- 7 - F` - � 1 Q, STANDARD 303A AND 3038. , - -.- -- - a- -- - `� °� -" i � 6 co � � ao SHALL BE ATTACHED TO THE ANCHOR SLEEVE UTILIZING UNISTRUT CORNER 5. ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS NOT SHOWN ON z - - .8h. `� _ _ N_ BOLTS OR TWO UNISTRUT DRIVE RIVETS AT RIGHT ANGLE TO EACH OTHER. THE PLANS SHALL BE REMOVED BY CONTRACTOR. REMOVAL SHALL BE N N312 L< 13+00 N ATTACH SIGN TO POST USING THE DRIVE RIVETS OR OTHER CITY APPROVED ACCOMPLISHED BY SANDBLASTING, GRINDING, OR AS DIRECTED BY THE _ _ _ r METHODS. INSTALL R26 SIGNS ON GREEN 12 FOOT U-CHANNEL POSTS COUNTY REPRESENTATIVE. Fit __ - _ _ -�- -� - - - —`ate o o, ,. :? - 0 3 WHEN STREET LIGHT POLES ARE NOT AVAILABLE. 6. ALL CONFLICTING SIGNS SHALL BE EITHER REMOVED, RELOCATED OR 6 COVERED BY THE CONTRACTOR. RELOCATABLE SIGNS SHALL BE 40- 3. PAINTING PROCEDURES FOR STRIPING AND PAVEMENT MARKINGS SHALL f rn CONFORM TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORK REPRESENTATIVSEPECiFlED ON THE PLANS OR AS DIRECTED BY COUNTY j 30 2 2 N c„ _ - 7 CONSTRUCTION, LATEST EDITION, AND THE FOLLOWING PROVISIONS: 7. ALL EXISTING SIGNING, STRIPING AND PAVEMENT MARKINGS NOT SHOWN:�,.._ .... .... — — .,..._ — — -- 7 � ON PLANS, IF REMOVED OBLITERATED. SHALL BE REPLACED RESTORED r ..e.- A. PAINT, PAVEMENT MARKERS AND ALL DETAILS AND DIMENSIONS FOR REMOVED/OBLITERATED, OF SAME KIND, AND IN CONFORMANCE WITH THE CURRENT EDITION OF TRAFFIC STRIPES AND MARKINGS SHALL CONFORM TO CALTRANS THE TRAFFIC MANUAL PUBLISHED BY THE STATE OF CALIFORNIA, STANDARD SPECIFICATIONS, TRAFFIC MANUAL AND MAINTENANCE DEPARTMENT OF TRANSPORTATION. / k 186' MANUAL UNLESS OTHERWISE NOTED. PAVEMENT LEGENDS SHALL31 8. THE CONTRACTOR SHALL NOTIFY COUNTY REPRESENTATIVE TO CONFORM TO THE CITY OF RANCHO CUCAMONGA'S MAINTENANCE SCHEDULE WITH TRAFFIC DIVISION PERSONNEL FOR A FINAL REVIEW � 2 1 STENCILS. (WALK THROUGH) AND APPROVAL OF TRAFFIC CONTROL DEVICES PRIOR TO PROJECT ACCEPTANCE. ••� __. B. THE CONTRACTORS SHALL FURNISH THE NECESSARY CONTROL •• POINTS FOR ALL STRIPING AND MARKINGS AND SHALL BE 9• �- CONSTRUCTION SIGNS SHALL BE BLACK ON ORANGE BACKGROUND -- RESPONSIBLE FOR THE COMPLETENESS AND ACCURACY THEREOF TO WITH HIGH INTENSITY (FHWA TYPE 111) REFLECTIVE SHEETING. BTfE£f UDR 8 THE SATISFACTION OF THE CITY ENGINEER. CURRENT ALL CONSTRUCTION SIGNING SHALL BE IN CONFORMANCE WITH THE CURRENT EDITION OF THE MANUAL OF TRAFFIC CONTROLS FOR � wnM FOM BTFEIET LIOW C. SPOTTING SHALL BE COMPLETED AND APPROVED PRIOR TO CONSTRUCTION AND MAINTENANCE WORK ZONES, PUBLISHED BY THE AND RIt45) AND RIM WrTH 8200 STRIPING CONSTRUCTION NOTES REMOVAL OF ANY EXISTING STRIPES. EXISTING STRIPES AND STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION. AND RIM MARKINGS SHALL BE REMOVED PRIOR TO PAINTING NEW ONES, BUT 11. ALL SCHOOL WARNING SIGNS SHALL BE DIAMOND GRADE ( 1 r INSTALL 4-INCH WIDE WHITE LANEUNE PER CALTRANS IN NO CASE SHALL ANY SECTION OF STREET BE LEFT WITHOUT FLUORESCENT REFLECTIVE SHEETING YELLOW-GREEN. v STD. PLAN A20A DETAIL 11 PROPER STRIPING FOR MORE THAN 24 HOURS, OR OVER WEEKENDS 12. ALL LEFT-TURN/RIGHT-TURN TRAFFIC ARROWS TO BE INSTALLED VINEYARD AVENUE OR HOLIDAYS. THROUGHOUT THIS PROJECT SHALL BE TYPE IV (L)/(R); ALL STRAIGHT PAVEMENT ARROWS SHALL BE TYPE I, ALL PER CALTRANS MANUAL FIG. 2 INSTALL 8-INCH WIDE THERMOPLASTIC SOUR WHITE LANE 6-38. UNE STRIPE ( 3 r INSTALL 12-INCH WIDE CROSSWALK AND LIMIT UNE PER CALTRANS STD. PLAN A24E ( 4 INSTALL PAVEMENT MARKING NUMERAL PER CALTRANS STD. PLAN A24C ( 5 }- INSTALL PAVEMENT MARKING WORDS PER CALTRANS STD. grFEET L04 u PLAN A24D WITH Rte `i 8 G>__ INSTALL PAVEMENT MARKING ARROW PER CALTRANS STD. PLAN A24A TYPE W(L) ARROW ( 7 }- INSTALL PAVEMENT MARKING ARROW PER CALTRANS STD. PLM! A24A TYPE IN(R) ARROW 0( 8 INSTALL SIGN(S)u ( 9 }- INSTALL TWO-WAY LEFT-TURN LANES PER CALTRANS STD. 10 PLAN A20B DETAIL 31 10 INSTALL DOUBLE WIDE YELLOW MEDIAN ISLAND PER CALTRANS STD. PLAN A20B DETAIL 28 BTf1ET UC*R WITH Rte e 00 WFEET Lid•IT 9TH STREET WITH FES i -� 8 #4 �� 30 REMOVE EXISTING YELLOW MEDIAN DETAIL 28 , 31 REMOVE EXISTING LANELINE DETAIL 11 o. S xpp EXISTING i �.. �i.`' 'fie'' �1► W53 REMOVE EXISTING CROSSWALK • / + I& NO. 42915 70 O EXP. 3- 1- I 20+00.00 t FLOWER ROAD ` 14+p0 A 20+53.48 9TH STREET— - _- — -------- _ -_. `. — 3e.. — - 15+00 16+00 17+00 18+00 19+00 DESCRIPTION OF REVISION DATE CITY CrrY OF RANCHO CUCAMONGA i I N L. ._,: EXISTING R1 Li on �__ �r U0W STREET U3ROVEMNM rrrn-I Ree a 9TH STREET SICYVIINQ AND 81 FONG STFIEr UM r VINEYARD AVENUE AIS FLOWER ROAD WITH me DRC 2009-00= MRTH AP mvm 9Y DATE JJ� CITY Hdoffiam RCF_ No.MM FLOWER ROAD GRAPHIC SCALE DESIGN � RECOMMENDED '° 0 20 40 °° ,°° G �INC. DRAWN SHEET 95 L Yorba Linda Blvd. Ste 202 HAA Placentia, CA 92876 5 OF 9 IN FEET CHECKED (714)572-6804 FAX(714)572-6850 1 inch - 40 RC.E pp 42915 DRAWIN1967-S DAZE 0-11-04 FU In II� i' I I STRIPING CONSTRUCTION NOTES SIGNING AN STRIPING PLAN & INSTALL 4-INCH WIDE WHITE LANEUNE PER CALTRANS STD. PLAN A20A DETAIL 11 ( 2 r— INSTALL 8-INCH WIDE THERMOPLASTIC SOLID WHITE LANE LINE STRIPE . 3 INSTALL 12-INCH WIDE CROSSWALK AND LIMIT UNE PER CALTRANS STD. PLAN A24E INSTALL PAVEMENT MARKING NUMERAL PER CALTRANS u�� STD. PLAN A24C 5 }- INSTALL PAVEMENT MARKING WORDS PER CALTRANS STD. I u PLAN A24D ( 6 INSTALL PAVEMENT MARKING ARROW PER CAI-TRANS STD. v PLAN A24A TYPE IV(L) ARROW 7 INSTALL PAVEMENT MARKING ARROW PER CALTRANS STD. PUN A24A TYPE N(R) ARROW �— INSTALL SIGN(S) 1 ( 9 r INSTALL TWO-WAY LEFT-TURN LANES PER CALTRANS STD. I u PLAN A208 DETAIL 31 10 INSTALL DOUBLE WIDE YELLOW MEDIAN ISLAND PER CALTRANS STD. PLM! A208 DETAIL 28 I .30 REMOVE EXISTING YELLOW MEDIAN DETAIL 28 31 REMOVE EXISTING LANELINE DETAIL 11 32 REMOVE EXISTING CROSSWALK VINEYARD AVE -J 04 I i 1 - L'&E as -._..._. p 1 20+53.48 9TH STREET 10+04.07 9TH - - ...•. _ ._.� __ _. _ .._......_.... - - �.._ w _ __. . — — 30;-00.00 � FLOWER ROAD 13+26.25 VINEYARD VENUE 32 - w 1 0 12+00 1 +00 l 14+00 15 00 16+00 17+00 N 18+00 19+00 20+00 21 +00 3 - 90' TRANSIT] of !f - -- r a N t '�' + R26(S) 4m -IF �i ' i 31 AND POST i4 �. Qi � [ -IT nos ' LOT 1 -.�- .. LOT 1 ! j ! I VWYAW AVE e 8 ROWER RD BTFEET LX*fT UrREET U(*ff VM Fs VM IN 9TH- STREET 0• SCy NO. 42915 EXP. 3-31 • CIV1 DESCRIPTION OF REVISION DATE CITY ROVED CITY OF RANCHO CUCAMONGA 8REEr WMVEMENTS SK*M AND 81 P NNQ 99TH STREEr DRO 2003-00239 APPROVED BY DATE CRY t FLC.E. N023889 GRAPHIC SCALE DESIGN RECOMMENDED _ RECOMMENDED 40 0 20 +0 ro 1S0 (, DRAWN MEEM G SHEET 95 E. Yorba Linda Blvd., Ste 202 CA 92870 — IN FEET HAO (714)5726800 FAX (7114)52-6850 6 OF 9 1 tach - 40 !t. CHECKED R DRAWING NO. C.E. I 42915 I ZEW dtTE h11-04 FU W 1967-S ANS FO TH MODIFICATION OF TRAFFIC SIGNALS AND SAFETY LIGHTING AT 9th STR T AND VIN YARD AV NU - FOR SINGLE OR DUAL 10' LOCATION MAP TRAFFIC SIGNAL GENERAL NOTES LEFT TURN LANES ONLY "ILL (FORMER SR 66) BLVD. 1. TRAFFIC SIGNAL AND HIGHWAY SAFETY LIGHTING SYSTEMS PER CALTRANS STANDARD PLANS OF DOUBLE YELLOW LINE OR MEDIAN CURB FACE AND STANDARD SPECIFICATIONS DATED JULY, 1992, AS SHOWN ON THE PLANS AND IN THE SPECIAL PROVISIONS. Q�,, LEFT TURN LANE * Q � � PROJECT 2. TRAFFIC SIGNS, STRIPES, MARKINGS AND LEGENDS PER CALTRANS TRAFFIC SIGN SPEC- 30' 15' FICATIONS, TRAFFIC MANUAL, MAINTENANCE MANUAL, AND STANDARD SPECIFICATIONS. CONFORM 10CD ARROW HWY LOCATION PAVEMENT LEGENDS TO CITY STENCILS. REFLECTORIZE ALL SIGNS, STRIPES AND LEGENDS. F _o 3. MARKERS AND PAINTING PROCEDURES FOR STRIPING PER STANDARD SPECIFICATIONS FOR PUBLIC t 8-WHITE TURNING LANE LINE WORKS CONSTRUCTION. 2003 EDITION NTH LATEST AMENDMENTS. �0 Z 9TH ST. THRU LANE I _ J 4. LOCATE ALL SUBSTRUCTURES PRIOR TO CONSTRUCTION. HAND DIG FOUNDATIONS UNTIL CLEAR OF OBSTRUCTIONS. COORDINATE POLE INSTALLATIONS WITH OVERHEAD UTILITY OR < SUBSTRUCTURE OWNERS. PHONE UNDERGROUND SERVICE ALERT AND CONCERNED UTILITY 10' Of o v $jH ST COMPANIES, 48 HOURS PRIOR TO CONSTRUCTION. LOCATION OF UTILITIES AND SUB- N STRUCTURES HAVE BEEN SHOWN FROM A SEARCH OF AVAILABLE RECORDS. THE CONTRACTOR 0 Cl SHALL CONDUCT HIS OPERATION IN SUCH A MANNER AS TO PROTECT NOT ONLY THE x UTILITIES AND SUBSTRUCTURES SHOWN, BUT OTHER UTILITIES OR SUBSTRUCTURES THAT 4" LANE LINE x� Q Q Q ARE NOT SHOWN ON THESE PLANS. Y W 4D THRU LANE N w 5. OBTAIN APPROVAL FOR EXACT EQUIPMENT, CROSSWALK AND LIMIT LINE LOCATIONS PRIOR z m S Z Q TO FINAL PLACEMENT. PERFORM PRELIMINARY STRIPING LAYOUT PRIOR TO LOOP DETECTOR 10' 6T. LAYOUT. TH S 6. LOOP DETECTORS SHALL BE 6 FOOT BY 6 FOOT, EXCEPT AS NOTED. CENTER LOOPS IN THE North TRAVELED PORTION OF THE LANE, EXCEPT AS SHOWN. o CA NOT TO SCALE Y 7. VEHICLE INDICATIONS SHALL BE 12", PULLBOXES No. 5 AND CONDUIT 2" RIGID METAL 4' LANE LINE OR 8 v) a EXCEPT AS SHOWN. TURNING LANE LINE V) 8. ELECTRICAL SERVICES SHALL BE 120/240 VOLT. PROVIDE CIRCUIT BREAKERS FOR SIGNALS THRU OR RIGHT 10' 0 (ONE 50 AMP), ILLUMINATED SIGNS (ONE 15 AMP), AND SAFETY LIGHTING (ONE 30 AMP PER TURN LANE (0 1200 WATTS OR PORTION THEREOF). COORDINATE SERVICE DETAILS AND SCHEDULING WELL cl IN ADVANCE OF NEED. SEE STANDARD DRAWING No. 407 AND THE SPECIAL PROVISIONS. cn w 9. THE CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDELINE ONLY. IT SHALL TOP OF CURB FACE 1 a BE THE CONTRACTORS RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS AND CABLES REQUIRED FOR THE INTENDED OPERATION. UTILITY COMPANIES PHONE NUMBERS SOUTHERN CALIFORNIA EDISON CO. LOOP DETECTOR PLACEMENT SHEET INDEX (CONTACT ANDREA WONG) 909 357-6240 SOUTHERN CALIFORNIA GAS CO. 800 422-4133 REFER TO PLAN FOR DISTANCE VERIZON 800 422-4133 TO ADVANCE DETECTORS 1 . General Information and Detail Sheet PACTEL 800 422-4133 CUCAMONGA COUNTY WATER DISTRICT 909 987-2591 2 Traffic Signal Modification Plan UNDERGROUNDWATER ASERVICND EEALERT (800) 422-4133 _ 9th STREET AND VINEYARD AVENUE w 8 UC- 6 LC I E.C.R. w Q= . 5 s T13)), „ Ch "B" B" 16/ 2 F 0 10400---14 » No. REVISION APPR. DATE . 5 POLE LOCATION CODE CITY OF RANCHO CUCAMONGA I.I.S.N.S. LEGEND DETAIL T (EXACT LOCATION BY ENGINEER IN THE FIELD) TRAFFIC SIGNAL MODIFICATION PLAN SINGLE INPUT/ ESINGLE OUTPUT MERGENCY VEHICLE PREPARED UNDER THE SUPERVISION OF 9TH STREET AND VINEYARD AVENUE PREEMPnON DETECTOR zi o; GENERAL INFORMATION AND DETAILS o ROCK E. - R.C.E. 2W93APPROVED / I O CITY E 1.5" TO .75" ASTRO Mini-Broc MOUNT QRFESS/o NR R.C.E. No. 2495 REDUCER OR APPROED EQUAL 3 Nq� DESIGN PLANS PREPARED BY RECOMM NDED o SIGNAL POLE JP MAST ARM No. 29493 m ® Katz, Okitsu & Associates n, DRAWN SHEET I (ONE WAY / ONE OUTPUT) Exp.'03/31/07 klv Tmf flc fvnm and Tm1uporda ws Pkmm 1 OF 2 a 685 E. CARNEGIE DRIVE, SUITE 125 NOTE: SPECIAL PROVISIONS FOR THIS WORK ARE ON FILE IN THE OFFICE OF THE CITY ENGINEER. sl CIV�� SAN- q�� CA�.�F \� CHECK D Tel: 909.8 0 9693DINO��cA9�$�9694 DRAWING NO. a EMERGENCY VEHICLE DETECTORS www.katzokitsu.com 1967-S Y DETECTOR SCHEDULE DETECTOR SCHEDULE POLE SCHEDULE RUNS SENSOR DETECTOR CONTROLLER LOOPS PER STANDARD MAST ARM HPSV SIGNAL MTGS IPED PUSH BTNJ LOCATION AWG POLE Q Q Q Q Q Q Q Q Q ® N0. ANNINPUT CHANNEL No. I TYPE HEIGHT SIGNAL LUM LUMINAIRE I.I.S.N.S. VEHICLE PED PHASE WAD ARW B E C REMARKS 1 1 1-N-01 1 2 2 1-S-02 2 1 tO 24-4-80 30' 35' 12' 20OW Ninth 8 MAS MAS SV-2-UM SP-1-CS 06 W � - 12' 4.0' O1 01,08 08' 060• 1/1 1/1 1/1 1/1 1/1 1/1 2 1 1-W-04 3 2 2 1-N-06 4 1 O 17-2-80 30 20 12 20OW ya MAS SV-1-UM SP-1-CS 06 E � - 16 2.5 12c Vineyard Ave _ AO 08, 08P, 06PPB 1/1 1/1 1/1 1/1 1/1 3 1 1-E-08 5 1 8600 2 2-N-01 6 2 O 1A 10 - - - - - - N-1 SP-1-CS 04 S 15' - 2.0' 6 O 05, e6P, 080,6 1/1 1/1 1/1 1/1 4 2 2-W-04 8 3 4O 24-4-80 30' 35' 12' 20OW Ninth 8ST 900 MAS MAS SV-1-UM SP-1-CS 04 S — - 12' 3.0' O E O e2, 05, 02P, 08PPB 1/1 1/1 1/1 1/1 5 1 2-S-05 9 4 2 2-N-06 10 1 O to 10' - - - - - - N-2-UM SP-1-CS 02 44, 08, 08P,sP, 020,6 1/1 1/1 1/1 W 12' - 3.0'6 1 2-E-08 11 2 6 17-2-80 30' 20' 12' 20OW Vineyard AVE - MA SV-1-T - 0 W - 13' 3.0' 2 3-5-02 12 4 O (R) (R) (R) (R) 8700 (R) O • o2P� 1/1 1/1 1/1 7 1 3-E-08 13 2 C4-E-08 16 2 7O 15 ) 30' - 12' 20OW(NA - - SV-1-T SP-1- - - - 12' - 3.0' A O7 01, 020 1/- 1/- 1/- 1/- 8 1 5-E-08 15 2 ALL EQUIPMENT IS EXISTING TO REMAIN EXCEPT WHERE INDICATED OTHERWISE: N B1 EVP 01+06 EVP 3 - (N - NEW EQUIPMENT OR POLE L 9 EVP 02+05 EVP 4 - (R) - RELOCATE EQUIPMENT TO NEW POLE OR POLE TO NEW LOCATION E 1 EVP 08 EVP 5 _ NEW EQUIPMENT SHALL BE COMPATIBLE WITH EXISTING SYSTEM AND UPDATED TOTAL 1/1 2/1 32 1 2 2 2 12 52 7/6 7/6 10 EVP 04 EVP 6 - TO CONFORM TO THESE SPECIFICATIONS TO PROVIDE PROPER OPERATION. #12 I.I.S.N.S. 2 2 2 2 2 2 2 2 ' EVP DISCRIMINATOR #10 LUMINAIRES 2 2 2 2 2 2 2 2 1-W-04 #6 SIGNAL SERVICE 2 2 1 2 2 2 I --- I PHASE DIAGRAM GROUP A GROUP B 01 2 2 2 2 2 X 0 3 f0 ' NOT � N4 f— 04 2 2 2 1 1 1 3 3 R/W 1 ; o0 0 ��JJ I /1N z —r USED 06 1 1 1 1 1 N; � � I 11UU i� 01 02 03 04 DLC 02 3 3 3 3 �I C-4 -__- f TYPE C05 2 2 2 2 7-� �' }+ I I I I' _z NOT _— USED I v __j 06 1 1 1 1 1 0 I 05 1 06 07 1 08 08 4 5 IJ ' I EXIST. 1'C, 1—DLC TOTAL 2 7 7 1 4 5 5 16 17 R/W I I I it EVP CABLE (N) 1 (N) 1 (N) 2 (N) 1 (N) 1 (N) 2 (N)� 3 (N) 3 (N) T N� 12'i 12' 1 16' J I /R/W CONDUIT SIZE 2"(N) 2.5"(N) 3'(N) 2' 2" 3- 3' 2-3" 2-3' 2-3' ONE (I> 2-W-04 ALL CONDUIT IS EXISTING UNLESS OTHER WISE NOTED (N) = NEW IPEDESrO44 PItSH BUTtIQNS ON 1 ALL CABLES AND CONDUCTORS ARE NEW. FOLE Nb. ,__ ; I 8 ®l' 2 2 FASTING CONDUIT FOR SERVICE CONNECTION • INSTALL ONE (1) NEW 3" CONDUIT. it AND INSTAL ONrm (I) PIE -DC44GA0 11�! ; >- 1 \� 4 - ;Q ON f�Ll= EXISTING EDISON SERVICE METER #20B-493959 —O R/W — EXIST 1 1/2-C. 1 DLC ,=, �+,`•08P \ EAST 1 1/2'C. 1 DLC � u R/W R/W R EAST. 1 1/2-Cit fell 8 -- - - - �_ �— ER -- -- -- `\ f IST R96 ' _ i Vineyard -; -- - ao 1 i 9 'a . e © EXIST L © EXIST CONDUIT�� �" _' -- -- -EXIST L y 1 -- - a \\ -- - -- -- -- -- -- - t ' Z -- -- _ ` _ App GROSSMIAL 3L AND MoDI�Y 12 EXIST LOOPS AB ; j' t l`� C" `\ `� - -- - 230' TO - -! 2� [ 1 14`x------------- ------ CROSSW -- CONSTRUCTION NOTES — � --_ -- -- �_ -- ---; _ -- -- -- -- -- -- -- ---- -- -- -- - 12 s - -- -- - - 1—S-0M— fa Y1 Y 1 0EXISTING TYPE 90 CONTROLLER (ECONOUTE ASC/2S-2100) ASSEMBLY AND TYPE P — -- -- -- -- -- -5-05 N --- --- _ CABINET. CONTRACTOR TO PROTECT IN PLACE. FURNISH, INSTALL AND EXIST L - -- __ -- -- -- - AB Is LOOPS s2 k 05 7 RECONFIGURE ALL EQUIPMENT TO PROVIDE INTENDED OPERATION SHOWN ON THIS EXIST LOOP Avenue PLAN AND IN THE SPECIAL PROVISIONS. 250' TO -- -- I 02 EXIST LOOPS -- - _ _ ❑2 EXISTING TYPE III-BF SIGNAL AND LIGHTING SERVICE. CONTRACTOR TO PROTECT IN - 1 } - - — - -- -- -- -- I - -- -- -- -- ; 6 ;•� FURNISH, INSTALL AND RECONFIGURE ALL EQUIPMENT TO PROVIDE -�' `V - I-- -- --- - - f";- -- -- -- -- -� - -- - s" GAS-- PLACE. - -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- ;-- -- -- -- AB EXIST CONDUIT RC AB EXIST CONDUIT RC 5 ;�� INTENDED OPERATION SHOWN ON THIS PLAN AND IN THE SPECIAL PROVISIONS r T __ ________ _ _ _ 3rS-02 RC - 102 _ - ~`'- -- '"-' � � 7 AB EXIST LOOPS 3❑ EXISTING 2 1/2' SCE CONDUIT. CONTRACTOR TO PROTECT IN PLACE. - - ❑4 ® EXISTING 17-2-80 POLE, MAST ARMS, LUMINAIRE, VEHICLE HEADS -u — _ -- - -` - - - - - - - T.. REGULATORbSIGN, SV-1-UM� AND ALL TRAFFIC SIGNAL EQUIPMENT TO NEW __ _ _ - - _ ,1 _i• II ✓ O4 2P LOCATION 6 AS SHOWN. El EXISTING IISNS TO A HORIZONTAL SIGN ARM AND - - OD UPGRADE PER THE SPECIAL PROVISIONS. REMOVE FOUNDATION COMPLETE. - - 7 i - v� �� „�4' �y ow l ii x rJ ® EXISTING 1-A POLE N-1, PEDESTRIAN HEAD TO CITY YARD. OVE R/W EXIST CONDUI AB 7 m FOUNDATION COMPLETE. ® EXISTING R96 SIGN TO NEW LOCATION 7 R/W INST 2'C, 1-DLC 3 2 ` J r 8 © ® EXISTING EVP UNITS TO CITY YARD. AB RC' - 6'j INSI7NLL 1y,.,N PU${ 9Vi1q�lS anlp ►Nsrau_ ONE (I) PEDES►RV,N Fusl F T3UTtON wl s1� � rr+� , ,os �a RE�nws E7 FURNISH FURNISH AND INSTALL NEW STROBECOM II OPTICAL PREEMPTION DETECTOR PER ws 9 -3q slcNs DETAIL ON SHEET i. PHASES AS SHOWN. effit=71100S SIP. FFF -7A AND REMaV� ABORC 3 00 a 00 2 IL c�,� K Al"O AAopl4")' L�PV M17- ® REPLACE EXISTING PEDESTRIAN PUSH BUTTON WITH NEW ADA PEDESTRIAN PUSH i2�1-3a_ SIGN AND INSTPrI_.L_ ONE(') I Iw w Dw4• No• ZZ-34t -5 V 1 -7-t" BUTTON PER THE SPECIAL PROVISIONS. PI^bESlj2lM SLC-IAL 4+FAfl ON POLZ- G I N u? CBI 9� MODIFY EXISTING PEDESTRIAN INDICATION WITH LE.D. ORANGE AND WHITE SECTIONS NO. REVISION APPR. DATE MODULE BY GELCORE IN TYPE A HOUSINGS. 16' 12' 12' 15' I I R/W „ 22' 3 ' ! �R/W CITY OF RANCHO CUCAMONGA j 1 TRAFFIC SIGNAL MODIFICATION PLAN „ I ( EAST. 1 1/2C, 1-DLC rf PREPARED UNDER THE SUPERVISION OF 9TH STREET AND IW VINEYARD AVENUE ROCK E. MILLER R.C.E. 294 3 APPROVED BY DATE 6 - i R/Wa I I QRpFESS/py9 CITY ENGINEER R.C.E. NO. 24953 j ♦. N i I 'I R �Q�`�o�( E' M7C�� ��� DESIGN PLANS PREPARED BY RECOM ENDED `" II a j I � 5 `� I c9 No. 29493 m �KatZ, Oldtsu & Associates SHEET •— l K Exp. 03/31/07 DRAWN Tfa�1C �f19tIle¢1S and ��411Sp0tfA�fOM1 �0l111¢fS NOTE: SPECIAL PROVISIONS FOR THIS WORK ARE ON FILE IN THE OFFICE OF THE CITY ENGINEER. IdV sT cw1� PAV OF 685 E CARN mGIE DRIVE, SUITE 125 2 C) kABEXIST LOOP l—E-08 9� CAUL\ CHECKED SAN BERNARDINO, CA 92408 DRAWING NO. Td: 909.890.9693 Fax: 909.890.9694 967-5 www.katzokitsu.=n a O Y