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HomeMy WebLinkAbout947-STRAFFIC SIGNAL IMPROVEMENTS AT FOURTH STREET AND ARCHIBALD AVENUE FEDERAL -AID URBAN PROJECT N0. MG 3041 (159) LOCATION MAP 4 M 2 2-ftW-% SHEET i TITLE SHEET 2 TRAFFIC SIGNAL PLAN FOURTH STREET AND ARCHIBALD AVENUE CITY OF RANCHO CUCAMONGA CITY ENGINEER ( DESIGN: PREMRED BY: J. A. TAYLOR MME, P£RRY 6 ASSOCIAM DRAWN: WMICIPAL AND TRANSPORTATION ENQif M" 9a EAST MPERIAL HICNWAY- SUITE A E.D. LOZANO LA HABRA, CALIFORNIA 90631 -(TIO TSS -3471 f CHECKED: R. HENRY MOHLE R.C.E. 10692 DATE J. A. TAYLOR TITLE SHEET DATE DEC. 62 SHEET: i cF 2 DRWG. Na 91+7 SANDBLAST SCHEDULE STRIPING REMOVAL c, TABLE 1.2 WHITE LIMIT UNE 175 L.F. DQUBLE YELLOW 215 L.F. 8 WHITE UNE 68 L.F. 4" WHITE LINE 30 L.F PAVEMENT MARKING REMOVAL i i -E-6 "STOP" 20 EA. "AHEAD" 10 EA. 1-N-4 * (2) 4 i -s-8 (2) 5 2 2-E-6 _ (4) 6 2-W-2 (4) 7 2-N-4 (4) 8 2-S-8 4) 9 3 i -E-i 12'* (4) 40 1-W-5 (4) Li i -N-7 (4) 12 i -S-3 4) 1.0 - - - - - _ TV -1-T S P -f -T 8 (6) BEE PB 0 26-4-80 30' 45' 15' 250W Archibald Ave. -- MAS SV -1-T SP -1-T 8 © L-A 1.p' _ _ - ----.__- - - TVA -T /'' • 000© BIKE PB Q 26-4.80 30' 45' 1.5 0� Fourth St. MAS SVA -T SP -1-T 2 ® i -A 40' - - - _ _ _ TV -i -T SP -i -T 4 (2) BIKE PB v • " 00©�0 0© , • " 0000©©00� ',: •- oa©©vola©� SANDBLAST SCHEDULE STRIPING REMOVAL SENSOR TABLE 1.2 WHITE LIMIT UNE 175 L.F. DQUBLE YELLOW 215 L.F. 8 WHITE UNE 68 L.F. 4" WHITE LINE 30 L.F PAVEMENT MARKING REMOVAL i i -E-6 "STOP" 20 EA. "AHEAD" 10 EA. STREET PANTING SCHEDULE STRIPING INSTALLATION 8" WHITE LINE 160 L.F. WHITE CROSSWALK 650 L.F. 4 WHITE LINE 60 L.F. PAVEMENT MARKING INSTALLATION "ARROW" i EA. "ONLY" 1 EA. SIGN SCHEDULE REMOVAL Ri AT INTERSECTION 4 EA. Wil a POST 4 EA. INSTALLATION R 18 (Rt.) 2 EA. R 73A (U) 4 EA. f0l,44ML- ���„Y,�� i L z FOURTH L 1 3 3 3 3 3 3 2 # 4 ISERVICE CONDUIT SIZE2 21/2 3" 1 3 121/2"121/2"1 2 2-3 *=CONNECT TO PEDESTRIAN INTERVAL 01 c0 M G — CITY OF RANCHO CUCAMONGA - CITY OF ONTARIO -y� r-: 12" LENSES ARCH I BALD AV E N U E REMOVE Wil a POST-� 3' REMOVE "STOP " a ---� 3' "AHEAD" 2ea. 3 8 i j i -N-4 SEE NO ii. (04) R 50' 50' 36' U0,' N Y is i- DLC 19' 1.2C11.2 19' I G ALL ARROW SECTION HEAD DETAIL "A" NO SCALE i (07) REPLACE DAMAGED PAVEMENT SECTION CONSTRUCT 0.6' A.C. (SHADED AREA) ON COMPACTED NATIVE AS SHOWN -� APPROX. 1510 S. F -_ I EI SEE it. C\1 w-- - --- - LO rn TO M I I 4 -SEL.--- - - - - -- t i-DLC REMOVE W17 8t POST REMOVE "STOP AHEAD" 2ea NOTES i. ALL WORK AND MATERIAL SHALL CONFORM TO THE STANDARD PLANS AND SPECIFICATIONS OF THE CALIFORNIA DEPT. OF TRANSPORTATION AND THE SPECIAL PROVISIONS FOR THIS PROJECT USE STANDARD PLANS AND SPECIFICATIONS DATED JANUARY i9Bi. 2. PULL BOX SHALL BE No. 5 UNLESS NOTED OTHERWISE. 3. CONDUIT SHALL BE 2" UNLESS NOTED OTHERWISE. 4. THE CONTRACTOR SHALL EXERCISE EXTREME CARE TO AVOID DAMAGING EXISTING UTILITIES. 5. POLE AND DETECTOR LOCATIONS SHALL BE APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. 6. FLASHING INDICATIONS SHALL FLASH RED ON ALL PHASES. 7. INDICATES INTERNALLY ILLUMINATED STREET NAME SIGNS. SIGNS SHALL BE TYPE 8. LUMINAIRES SHALL BE CUTOFF TYPE WITH INTEGRAL BALLASTS. 9 INSTALL 2" CONDUIT WITH PULL WIRE BETWEEN CONTROLLER a #6 PB FOR FUTURE USE. 10. CONTRACTOR SHALL DO ALL SIGN, STRIPING, AND PAVEMENT MARKING INSTALLATION AND REMOVAL AS SHOWN. it. LOCATE ADVANCE DETECTION 250' BACK OF CROSSWALK ON ALL LEGS. 12. PEDESTRIAN SIGNALS SHALL BE TYPE ' C 2-N-4 r� E f;. f 2 0 14 03 dOlS dQLs 12 01 03 POLE SCHEDULE SENSOR TABLE HPSV LUMINAIRE I.S.N.S, LEGEND SIGNAL MOUNTING PPB .REMARKS No. TYPE LOOP DET ECTORS LUM.M.A. A B I i i -E-6 1.E (2 ) 2 i -W-2 * (2 ) 3 1-N-4 * (2) 4 i -s-8 (2) 5 2 2-E-6 _ (4) 6 2-W-2 (4) 7 2-N-4 (4) 8 2-S-8 4) 9 3 i -E-i 12'* (4) 40 1-W-5 (4) Li i -N-7 (4) 12 i -S-3 4) 2-N-4 r� E f;. f 2 0 14 03 dOlS dQLs 12 01 03 POLE SCHEDULE j STANDARD HPSV LUMINAIRE I.S.N.S, LEGEND SIGNAL MOUNTING PPB .REMARKS No. I TYPE I HEIGHT I SIG.M.A. LUM.M.A. VEHICLE PED PHASE 26-4-80 30' 40' 12' -_ 250W ----- Archibald Ave. __ MAS MAS SV -i -T SPI -T 4 INSTALL TYPE S PE CONTROL FOR I.S.N.S-CIRCU17- I N © i -A i0' _ _ __ -- - TV -i -T SP -1-T 6 (4) -G- BIKE PB 26-4-80 30' 40' 12'* 250WFourth St MAS S11 -1-T SP -i -T 6 ® -_ i -A 1.0 - - - - - _ TV -1-T S P -f -T 8 (6) BEE PB 0 26-4-80 30' 45' 15' 250W Archibald Ave. -- MAS SV -1-T SP -1-T 8 © L-A 1.p' _ _ - ----.__- - - TVA -T SP4-T 2 (8) BIKE PB Q 26-4.80 30' 45' 1.5 250W Fourth St. MAS SVA -T SP -1-T 2 ® i -A 40' - - - _ _ _ TV -i -T SP -i -T 4 (2) BIKE PB i. I.S.N.S. = ILLUMINATED STREET NAME SIGN 2. ( ) = BIKE PUSH BUTTON MOUNT ON CURB SIDE OF POLE. BELOW STANDARD PPB POSITION. 3. POLE 3 USE STRAIGHT LUM. M.A. -OVERHEAD ELEC. CONFLICT. INSTALL TYPE '90'8-0 CONTROLLER WITH 12 - LOQP DETECTOR SENSOR UNITS IN A TYPE'P CABINET. INSTALL TYPE BL i2OV SIGNAL 8 LIGHTING SERVICE WITH 50 -AMP SIGNAL BREAKER, 20 -AMP LIGHTING LIN BREAKER, AND METERED 15 -AMP I.S.N.S. BREAKER. _I INSTALL 2"C-2 # 4, I 5 2#10, 1# 12 p r1. 8 I" - I -DLC INSTALL R 18 (Rt.) � 0 ON EXIST. R i POST. ci�D/R�'GT BU °4� e o2HZ-Rs STREE i C r___ , d p - �� , q - , 055 - ---- _ --4 1k SCE SERVICE POINT j #6 PB _ -� 8` IN ONLYROW PP NO. 1881633 E SEE 21/2 C. DETAI L PAINT 100 L.F. 8" WHITE 05- t1r INSTALL R18(Rt) SIGN REMOVE W17 8. POST ON GALV. U- CHANNEL REMOVE " STOP AHEA[�' POST. 200' TO BCR. 4 ea. GD SEE"—' - DETAIL" --- REMOVECD D.Y. 155 L.F i ( ) = NUMBER OF LOOPS PER SENSOR. �E = SENSOR TO HAVE INTEGRAL ADJUSTABLE EXTENSION TIMER_ El r-1 El 76� 6' I id' 16' id� i0'� 6' I r r DETECTOR PLACEMENT 04 0 19' I t2' 3 ( 3) � I r� 1 #3P8 REMOVE Wil 8 POST REMOVE STOP AHEAD' Zea. 1 11 I.- DLC lJ J REPLACE DAMAGE PAVEMENT SECTION CONST. 0.6'A.C. (SHADED AREA) ON COMPACTED NATIVE AS SHOWN. APPROX. 1.420 S.F. PROPOSED PHASE DIAGRAM j MODULE 0 R 1+6 2+6 SCHEDULE e 1081 2+5 SEE NOTE ii. SEE x u. E= ��3. � I r� 1 #3P8 REMOVE Wil 8 POST REMOVE STOP AHEAD' Zea. 1 11 I.- DLC lJ J REPLACE DAMAGE PAVEMENT SECTION CONST. 0.6'A.C. (SHADED AREA) ON COMPACTED NATIVE AS SHOWN. APPROX. 1.420 S.F. PROPOSED PHASE DIAGRAM j MODULE 0 R 1+6 2+6 SCHEDULE 1+ 5 2+5 3+7 [CONTROLLER j MODULE W B SCHEDULE SEE NOTE ii. THIS SCHEDULE DENOTES MINIMUM FUNCTIONAL LEVELS REQUIRED. 1 co j W B SEE NOTE ii. SCALE: i"= 20`