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HomeMy WebLinkAbout937-S CITY 01F RANCHO CUCAMONGA TRAFFIC SIGNAL IMPROVEMENTS AT BASE LINE AVE . AND HELLMAN AVE . AND AT ARCHIBALD AVE. AND CHURCH ST. FA U Nos. M -R060 a M -R07$ PROJECT No. MG3041 (65) PRO `aLJ M BASE Li INDEX ui ui uj SHEET 1 TITLE SHEET <> CHURCHFqU M qo� s aSHEET 2 BASE LINE AVE. 8c HELLMAN AVE . SHEET 3 ARCHIBALD AVE. CHURCH ST. PROJ. LOC.a FOOTHILL BLVD. ARfrW HW 08-SBD -0- RCUC CITY OF RANCHO CUCAMONGA TITLE SHEET LOCATION MAP CITY ENGINEER ov R.C.E. 23889 ED DESIGN: RECOMMENDED BY. PAE�a_o BY. �E.. e, 2 aA.D. OF g CHECKED �93� POLE SCHEDULE CONDUCTOR TABLE STANDARD I.S.N.S. SIGNAL MOUNTING PPB RUNS No. TYPE HEIGHT SIG.M.A. LUM.M.a LUMINAIRE LEGEND VEHICLE PED PHASE REMARKS MAT INSTALL TYPE I P.E. CONTROL FOR AWG CIRCUIT Q Q Q as Q Q Q Q _ _ _ _ - - Q 26-4 70 30' 40' i2' 250 Wl-IP.SV. Hellman P v MAS SV-i-T SP-i -T 4 LS.N.S S.JRCLl1LSW1SCFi1M JOIN i A i0' - TV 2 T SP-i-T 6 " 01 _ - - - 3 3 - - 3 12+24 Q ( i) i2 3 SECTION HEAD FSBT 02 3 3 3 3 3 - - 3 � 7-2-70 30' 15' 12' 250WHPS.V. Base Line MAS SV-i -T SP-i-T 6 USE STRAIGHT LUM. M.A. 04 - 3 3 3 3 3 - 3 I ® i-A idTV-i-T SP i T 4 i 05 3 3 3 3 3 3 3 6 I I i 05 26-4-70 30' 40' 12' 250WH.P.SV. Hellman MAT MAS SV-i-T SP-i-T 4 USE STRAIGHT LUM. M.A. Py 06 - - - - 3 - - 3 02 PED 2 2 2 2 2 - - 2 © i-A i0' - - - - - - TV 2-T SP-i- 2 (i) i2" 3 SECTION HEAD FNBT 04 PED - 2 2 2 2 2 2 PAINT _ 7 17-270 30' 20' 12' 250 W.H.P.S.V. Base Line - MAS SV-i-T SPS i-T 2 0 6 PED - - - - 2 2 2 4 DOUBLE _ _ _ _ - - -1 -T SP-i -T 4 #i4 ELL 8 i-A 10 _ YELLOW 0 2 PPB i 1 1 1 - _ i 04 PPB 1 1 1 1 1 1 i 2 06 PPB PHASE DIAGRAM SPARES 3 3 3 3 3 3 3 6 ry 3, ii*64 I I TOTAL 12 i8 18 2i 26 15 9 36 � T t PPB COMMON i 1 1 i i i 1 1 i + 5 2 + 5 1 + 6 2 + 6 4 #12 I.S.N.S i i 1 1 2 1 - I i TOTAL 2 1 2 2 2 3 2 1 2 0 1 DETECTOR - - - - - 1 1 1 INSTALL 5-PHASE TYPE 90 CONTROLLER 02 - - - 2 2 - - 2 WITH %,LOOP DETECTOR SENSORS IN A FAINT 804 - 3 3 3 3 - - 6 TYPE CABINET. WHITE 1 06 - - - i i 2 2 2 SERVICE POLE 2 N-4 INSTALL TYPE 'E' 120/240 V. SIGNAL a LIGHTING SERVICE. USE TYPE 6 WIRING $ �� 09 DIAGRAM WITH 50-AMPP, SIGNAL BREAKER, X11 20-AMP. LUMINAIRE BREAKER. a A 15-AMP. TOTAL CABLES 3 1 3 6 6 3 3 12 METERED BREAKER FOR I.S.N.S . I ,� 1 LUMINAIRE 2 2 2 2 2 2 - - 1 PAINT ARROW & ONLY #10 SIGNAL COMMON i i i i i i 1 1 SCALE i"=20' TOTAL 3 3 3 3 3 3 3 i # 8 1 LIGHTING SERVICE - - - - 2 CONDUIT SIZE 112" 212 21/ 2i/2 3 2 27 12-3 2"C 6 � - O 11/2" CONDUIT \ -- 3-DLC , __ i < 4 #6PB VC i_DLC _ T � - r # 3 PB 6P 3-N- 4 t 1 _ Ll L O6p y -- -- 5 Q o - — -, �- - — - - - ---t: W r%A& ; G — + PAINT DOUBLE YELLOW �' 1'�0��' 6' T' PAINT 8" WHITE M, �, 230' TO LIMIT LINE o, & ONLY / - - _ x 1 BASE LINE _ � M m _ CJ v TO LIMIT LINE 5 ----"'PAINT ARROW a ONLY 4' LANE LINES PAINT DOUBLE YELLOW � NOT A PART SEE NOTE 9 MWD 04 FAINT 8"WHITE - N - - - - �+ 2 O- _ N M 'N, N.A.P. #3P8'' ' i" CONDUIT T+ SEE NOTE 9 2 i 4 i- DLC 2 3-S-4 , NOTES- 11/2"C ® 4P �" \ 2,`'-0t 3- DIG - - 4P 1. ALL WORK AND MATERIAL SHALL CONFORM TO THE STANDARD PLANS (DATE MARCH 1977) • - -- -- 7 6 AND SPECIFICATIONS (DATED JANUARY 1978) OF THE CALIFORNIA DEPT. OF TRANS. AND 2 PAINT 8' THE SPECIAL PROVISIONS FOR THIS PROJECT. v" WHITE PAINT ARROW- - — �-- � 2. THE ENGINEER SHALL APPROVE DETECTOR AND POLE LOCATIONS PRIOR TO INSTALLATION a ONLY 6 BY THE CONTRACTOR. SCR 3. PAVEMENT MARKINGS AND SIGN INSTALLATION AND REMOVAL TO BE DONE BY THE CONTACTOR. 22 6 4. INSTALL 2" CONDUIT, WITH PULL ROPE, BETWEEN THE CONTROLLER CABINET AND ADJACENT PULL BOX FOR FUTURE USE. SENSOR TABLE SENSOR LOOP DETECTORS 5. INDICATES ILLUMINATED STREET NAME SIGN. SEE SPECIAL PROVISIONS. i i-E-i (4) 6. CONDUIT SHALL BE 2" UNLESS NOTED OTHERWISE. 2 i W-2 (4) 3 2-W-2 (2 ) 7. THE CONTRACTOR SHALL EXERCISE EXTREME CARE TO AVOID DAMAGING EXISTING UTILITIES. 4 i-N-4 (4) S. WHEEL CHAIR RAMPS AS SHOWNI ARE FOR FUTURE AND NOT TO BE CONSTRUCTED AT THIS TIME. 5 2-N 6 3-N-4 a 3-S-4 2(4) PAINT DOUBLE- � 9. LANE LINES (4" WHITE SKIP LINE) SHALL NOT BE PAINTED AT THIS TIME. PAJNT LEFT TURN POCKETS 7 i-S-4 (4) YELLOW 2' 9+75 8 2-S-4 ( 4) 1 AND CROSSWALKS ONLY. I 9 1-W-5 (4) CITY OF RANCHO CUCAMONGA -E-6 (4) 10. REMOVE EXISTING STRIPING a PAVEMENT MARKINGS. FOR CHANNELIZATION AS REQUIRED i0 1 O, il 2-E-6 (2), TRAFFIC SIGNAL PLAN Xz SENSOR SHALL HAVE A SEPARATE OR _ INTEGRAL MIN.0-15 SECOND ADJUSTABLE EASE LINE AND DELAY TIMER. I _ NNTINS RAL SHALAVE RO SEPARATE DSTABLE , HELLMAN AVENUE EXTENSION TIMER. I JOIN ( ) =NUMBER OF LOOPS PER SENSOR. 18490 D6' NO. DESCRIPTION DATE APPR. CITY ENGINEER /4-a-- 9❑ �� S`^ A R ED AT R.C.E: 23889 6' 10' 6' 10' 6' 10'_ 1 6' �J REVISIONS DESIGN: RECOMMENDED BY' 6 I1 ..� � PREPARED 8Y J.J.S. DETECTOR PLACEMENTI DRAWN SHEET � 1 i7 e979 J.A.D. 2 OF 3 HELLMAN AVE. CHECKED DRWG. No. 'MOHLE,PERRY Ik ASSOC. DESIGN ENGR. R.C.E. 10692 DATE J.J.S. 937 CONDUCTOR TABLE PAINT TWO- L POLE SCHEDULE RUNS POCKET WAY. LSTANDARD PT. A.S.N.S. SIGNAL . MOUNTING PB AWG CIRCUIT © Q Q A Q Q Q Q 2-N-2 No. TYPE HEIGHT SIG.M.A. LUM.M.A. LUMINAIRE REMARKS LEGEND VEHICLE PED PHASE 01 - - - 3 3 - - 3 ® 17-2-70 30' 20' 12' 25OMPSV Archibald - MAS SV-1­T SP-l-T 2 02 3 3 3 3 3 - - 3 #3 PB Q 1-A 10' - - - - - - TV 1-T SPri-T 4 04 - 3 3 3 3 3 - MAT6 05 3 3 3 3 3 3 3 6 � AINT 4" WHITE Q 26-4-70 30 45 15' 250WHPSV Church PV MAS SV-1-T SP-1-T 4 05 - - - - 3 - - 3 9 SKIP LINE qQ i-A id - - - - - - TV-i SPi T 6 02 PED 2 2 2 2 2 - - 2 QQ 19-3-70 30' 25' 12' 250WHPSV Archibald - NWS SV-1-T SP-1-T 6pR S.N.S. CIRCUIT SWITCHING. ,#14 04 PED - 2 2 2 2 2 - 4 i- 3 _ _ _ _ I Q A 10l - - TV 1-T SP-1-T 4 06 PED - - - - 2 2 2 4 2444 70 30' 35' 12' 250WH%V Church MAS SV-1-T SP1-T 4 02 PPB - i i i i - - i 04 PP8 i I i i i i 1 2 ® i-A 10' - - - - - - of-! SP 1-T 2 0PARES 3 3 3 3 3 3 3 1 i" CONDUIT 45 45' I.S.N.S = ILLUMINATED STREET NAME SIGN TOTAL 12 i8 i8 2i 26 i5 9 41 i -DLC 36 .36-- - I.S.N.S. i i i 1 2 1 - i -- SCALE 1 201 , ' PPB COMMON i i i i i TOTAL 2 2 2 2 3 2 i 2 � ._.. -- - - —mo035 01 DETECTOR - - - - - i I 02 - - - 2 2 - - 2 Cr- 3 3 3 3 - - 6 #3PB I m I /� 04 DLC I r� t t -� 05 SERVICE POLE 1 + 5 1 + 6_ 2 +5 2 + 6 4 06 " - - - - - 2 2 2 � o - -R41NT 8"WHIT TOTAL CABLES---I 3 3 6 6 3 3 1 2 N INSTALL TYPE E 120/240V SIGNAL Ek LIGHTING LUMINAIRES 2 2 2 2 2 2 - - SERVICE. USE TYPE 6 WIRING DIAGRAM WITH #10 SIGNAL COMM i i i i i i i 2 PA NT DOUBLE ; 50-AMP. SIGNAL BREAKER, 20-AMP LIGHTING I ; I 1_ _5 Y LLOW BREAKER AND A METERED 15-AMP. I.S.N.S BREAKER. TOTAL 3 3 3 3 3 3 1 2 #8 1 SERVICE - - - - 2 CONDUIT SIZE I ii/2 2i/2 21/2 21/2 3 121/2 2 2-3 i8 i2 18 T ; 4 ii' PA N T ARROW 8s C N LY ; 4 2"C 4 # .8 INSTALL 5-PHASE TYPE 90 CONTROLLER WITH 12-LOOP DETECTOR SENSOR UNITS IN ' A TYPE 'P' CABINET. w. 3 5 2 CR 4P D i" CONDUIT 4 , 4 � 8 __ __ _ #3PB i-DLC iN !�#6`PB �� _ # 2P 1 3PB 4P 4 M PAINT ARROW� 1 FAINT 8 WHITE co � 14, N PAINT DOUBLE � a ONLY � `` - r; + ---- YELLOW -• p0 w ih M , ,O , -- C4-- -- ---------------------- ------ -N---------- --------- -- 220r-T'0 BC ---- - - Sp------------------ --W-------------- 0 4 - -- _ - - ---- --- -- -- _ ---W--------------------- -- ------------------------------------------------------ -------------- - -- - -------------- — - - o 11 } M in cm (PAINT 8" 2' lPAINT DOUBLE �' a 225 TO BCR rn N WHITE N I 4 PAINT AR RO W > i+- YELLOW T' 0D ONUY .... -A, --.... - i i --AE......7T- / P 5 2 2 4 #3PB i'CONDUIT #3PB i P w 4P _ A 7 i-S-6 .� A EL 6 PAINT ARROW - - - - - BCR & ONLY NOTESSENSOR TABLE J. ALL WORK AND MATERIAL HALL CONFORM E STANDARD PLANS DATE MARCH 77 ig 12' i2' ie' SENSOR LOOP DETECTORS i STO THE L NS ( 19 ) -- i i-S-i (4) AND SPECIFICATIONS ( DATED JANUARY 1978) OF THE CALIFORINA DEPT. OF TRANS. AND 2 i-N-2 (4) THE SPECIAL PROVISIONS FOR THIS PROJECT. 3 2-N-2 (2) 2. THE ENGINEER SHALL APPROVE DETECTOR AND POLE LOCATIONS PRIOR TO INSTALLATION 1-5-1 PAINT 8" 4 i-E-4 (4) BY THE CONTRACTOR. WHITE 5 2-E-4 (4) 3. PAVEMENT MARKING AND SIGN INSTALLATION AND REMOVAL TO BE DONE BY OTHERS. -1"0ONDUIT 6 3-E-4 ( i) � . 4. INSTALL 2" CONDUIT , WITH PULL ROPE , BETWEEN THE CONTROLLER CABINET AND 36i-DLC 7 1-W-4 (4)� 8 2- W-4 (3) AND ADJACENT PULL BOX FOR FUTURE USE. 45' 145' 9 3-W-4 x ( i) INDICATES ILLUMINATED STREET NAME SIGN. SEE SPECIAL PROVISIONS. i0 i-N-5 (4) PAINT 11 1-S -6 (4) 6. CONDUIT SHALL BE 2" UNLESS NOTED OTHERWISE. DOUBLE YELLOW -8+6012 12 2-S-6 (2) MID RUN (TYR) 7. THE CONTRACTOR SHALL EXERCISE EXTREME CARE TO AVOID DAMAGING EXISTING UTILITIES. =SENSOR SHALL HAVE A SEPARTE OR _ INTEGRAL MIN. 0-7 SECOND ADJUSTABLE 8. REMOVE EXISTING STRIPING PAVEMENT MARKINGS. FOR NEW CHANNELIZATION AS REQUIRED. `—� m EXTENSION TIMER. CITY OF RANCHO CUCAMONGA NT�' � � )= NUMBER OF LOOPS PER SENSOR. PAI1 WHITE _ - F1[6' TRAFFIC SIGNAL PLAN SKIP 8 El ❑ ❑ _y 6� _ �6� i0 6 _i�6 _.� - CHURCH STREET DETECTOR PLACEMENT AND ARCHIBALD AVENUE PAINT/ 2-S-6 _ TWO-WAY # 3PB CITY ENGINEER APPROVED DATE R.C.E. 23889 LT. TURN DESIGNS RECOMMENDED 1zyI 9, SOMMERS PAR I ( PREPARED BY DRAWN SHEET Xc �`�y�7`9�9 JAD 3 ,OF 3 ARCHIBALD AVE. CHECKED% DRWG No. MOHLE,PERRY 8 ASSOC.I DESIGN ENGR. R.C.E. 10692 DATE JJs 937