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HomeMy WebLinkAbout1575-S 530' 90' TAPER (MEDIAN) �O O CIL 6th STREET FUTURE R/W O W EXIST/NG R/Wro 1 Q 5 — EXIST. 4" SOLID WH/TE LINE REPAINT EX/ST. 4" SOLID WH/TE LINE .� STA TION 38+00 TO STA TION 56+70 IL71-- - - - - - - - -I - EX/ST 4" SKIP WHITE LINE ---- _ - - — - — — — — — — - — — — — — — — — — — — — — p CITY OF RANCHO CUCAMONGA 33 34 O� 3 - -- -- - ^ O 35 36 7 ' SAN BtRNARulwc 43 Ar - EX/ST 4" SOLID DOUBLE YELLOW LINE l N — — — — _ W h o EXIST 4" SOLID WHI TE LINE EX/S77NG R/W = 50CENTER Ao :4Z ( ZvFUTURE R/W TO CENTER PROPOSED R/WR. 3 ^' S h Q U 500' TO B.C. ,*Ln v Q ~ W t STR/P/NG AND SIGNING NOTES: WE T1 WA NDA A fO PAINT 4" DOUBLE SOLID YELLOW LINE PER CAL TRANS STD. DETAIL 22 1� NOT USED II (Zi18 2O NOT USED NOT USED VENUE Q O 19 O PA/NT 4" SKIP WH/TE LINE PER CAL TRANS S7D. DETAIL 9 NOT USED W Q Ln W 4O PA/NT 8" SOLID WH/TE LINE PER CAL TRANS SID. DETAIL 38 1® INSTALL SIGN & POST - W41 �Q Q PA/NT 4" SOLID WN/TE EDGEL/NE PER CAL TRANS DETAIL 27B 1® PA/NT SIGNAL" PER CAL TRANS STD. A-24C V = SCA L E• 1 " = 40' 6O PA/NT 12" SOLID WN/TE LIMIT LINE ® PAIN AHEAD" PER CAL TRANS STD. A-24C ' I^ PA/NT 12" SOLID WH/TE CROSS WALK LINE INSTALL SIGN & POST - W75 i, O cep = W �j 8O PA/NT ARROW TYPE / (10) PER CAL TRANS STD. A-24A INSTALL SIGN & POST - W11 & R63 120' z O OO +I 9 PA/NT ARROW TYPE /V L R PER CAL TRANS STD. A-24A PLACE DEL/NEA TOR PER CAL TRANS STANDARD _ = TAPER (MED/AN) p �u DWG. A73C CLASS 1, TYPE E. O p 1 1 /NSTALL SIGN & POST - W53 PLACE LANE LINE EXTENSION THROUGH LO30 ! Q u h INSTALL SIGN & POST - R26 /N7FRSECRON PER CAL TRANS DETAIL 40A 15' 15' W I � EASEMENT J p o © NOT USED IN FA VOR OF C/TY 1� PA/NT ARROW TYPE W (R) PER CAL TRANS S7D. A-24A 500 TO PA/NT 4" SOLID WH/7F LINE WITH TYPE G L C LIMIT LINE Z V MARKERS AT 25 ON CENTER REPAINT EXISTo 4 ON � 4" SKIP WHI TE W z 5 1 5 Q LINE, 58 Q 50' CENTER FUTURE R/W 5 I 5 EX/STING R/W TO CENTER 7 , 9 3 1 ON 6 EXISTING E.P. h NI tV - - - - - i 6' - CITY OF RANCHO CUCAMONGA �0� 47 48 49 — •1 1 ON 1 ON N EX/S T. 4" SOLID WH/TE LINE �� + 312' 50 51 _ _ 6 5J 45 V SAN BERNARDIIVO CO.46 - - - _ - - - - - --- �� 52 ' N dommi--------� ^ 24 Xl 4 SOLID DOUBLEYELLOW LINE 1 N 6 I ` 7 o - 01 ^ C � - EXIST. 4" SOLID WHITE L/NE v , EX/ST/NG E.P. o ; Q p 13 1 5 13 3 13 EX/S77NG EX/ST/NG R/W EX/ST/NG Z W Q PROPOSED R/WN ZO Z FU7URE R W DR/AE-WA Y QLL FU TORE R/W m DRI VEWA Y o / 185' 78 5 5 W Q 14-, L/MI TS OF 3 EX/ST/NG PAINTED v v C� �O v CONSTRUCT/ON Q 5 Z �u MARK/NGS (TYP.) 0 180 30 150 v = � REPA/N T - o � � Z -;K Z Z v W 12'1 O 300 790.7 TYP. v ZLQ 381.31' . o W 693.31' 370' W W QLn NAPA STREET ; 4o M. W.D. + v EASEMENT Q SEE PUNS PREPARED E T1 WA NDA A NOTE: NO TES.- BY CMEA m ALL STRIPING SHOWN PR�EE � 1) PA/NT ALL A.C. BERM (DIKES) SCHEMATICALLY WHI7F TOP AND FACE. 2) ALL EXIS77NG SIGNS, MARKERS AND J a� z FOR CITY OF RANCHO CUCAMONGA R.O.W. ONLY: DELINEA TORS W/TH/N RANCHO CUCAMONGA WH/CH ARE NOT BEING REUSED SHALL wBE TAKEN TO THE CITY YARD N0. 4162, S 75- Exp. 12-31-99 spy CjV " �>� 2495 CHIEF, TRAFFIC DIVISION DATE ii F GINEE R 4TE R . C . E . FBEE-NCHMA RKs B.co. suR VE roR DISK s TAMPED loo-22 1968 - - - COUNTY OF SAN BERNARDIN0- SIGNING AND STRIP/NG PLANs"��TRANSPORTATION/FLOOD CONTROL DEPARTMENT4of 5.00 FEET BELOW RR TRACKS (MAIN LINE) -- � -- 0.4 Ml, EAST OF ETIWANDA AVE. AT A T&SF RR, W.M A. - - - 58.2 FT. SOUTH OF SOUTH RAIL (MAIN LINE, 96 FT. WEST _. WMA/NK NK/EMH P✓H ENGINEERING ASSOCIATES & 10 FT. SOUTH OF SIDING SWITCH, 10.75 POLES WFST OF - MILEPOLE 93, /N N/W CORNER CONC SLAB FOR MWD VALVES `�A '' r = 'v ,A C 4?F�7, c X �%5'/'�+ W.M.A. Mail P.O. Box 6087 92412 E T/WA NDA AVENUE - SH TS INSIDE A 6 FT. HIGH CHAIN LINK FENCE CAGE Phone (909)884-8804 FAX (909)889-6143 - " 225 East Airport Drive, San Bernardino, California FILE ,/VO. P. H. S TA TION 38+00 00 To S TA 77ON 56+ 70 00 34060 821 ELENA 770N.- 1725.014 DATE - �-22'96 - J. 1 ' . DATE DATE=08/21/96 TIME=10:19 Path= RENE C:\ACADRI2\34060\ETIWANDA\eti-sh4.DWG 1575 CONDUCTOR SCHEDULE DETECTOR SCHEDULE PHASE DIAGRAM RUN NO. Controller Video AWG CIRCUIT 4 Input Area Remarks 01 VEH. SIG. _ _ _ - _ - _ 1 3-S-04 Presence POLE AND EQUIPMENT SCHEDULE POLE LOCATION 02 - - - - - - 2 2-S-07 Presence N STANDARD ARMS LUMINAIRE PED PUSH BUTTON SIGNAL MOUNTING STREET NAME SIGNS SEE DETAIL "A" 03 - 3 - - 6 6 - 3 1 1-S-04* Advance UNUSED UNUSED 0 1 TYPE HT. SIG. LUM. H.P.S.V. TYPE PHASE QUADARROW VEHICLE PED. IISNS E B C 04 - - 3 1 3 1 6 6 - 4 2-S--04* Advance ° -� 15 30' 15' 20OW _ B 4 E RT SV-3-TB SP-1 -CS 27 4.0 05 - 3 3 3 1 9 9 - 5 1-S-07* Advance 01 02 03 04 24-4-80 30' 35' 15' 20OW - - - - 2-MAS,SV-1 -T SP-1 -CS 'F-- Napa ,too SEE PLAN GENERAL NOTES 06 - 3 - 3 6 6 - 6 3-N-08 Presence C 17-3-80 30' 20' 15' 20OW B 8 E RT 1 -MAS,SV-2-TA - Etiwanda SEE PLAN 07 3 1 3 3 3 1 6 6 - 7 2-N-03 Presence 15 30' 1 1 15' 200W B 8 1 W RT SV-2-TA SP-1 -CS SEE PLAN 1 ALL VEHICLE INDICATIONS SHALL BE 12". RED INDICATIONS TO BE LED. # 14 08 3 3 - - 3 3 - 8 1 -N-08* Advance �'"'-� 26-4-80 30' 40' 15' 20OW - - - - 2-MAS,SV-2-TA SP-1 -CS Napa _ ' 04 PED. - - 2 2 4 4 - 9 2-N-08* Advance �2DD 3 5.0, 05 PED. FUTURE - 2 - - 4 4 - 10 1 -N-03* Advance F 15 30 12 200W B 4 W RT SV-2-TA - Etiwanda AVE esoo - 25 3.0 2. SIGNAL LOCATIONS ARE APPROXIMATE. ALL POLE LOCATIONS SHALL 06 PED. FUTURE 2 2 2 2 4 4 - 11 1-W-05* Presence t„ 05 06 07 08 * Arrows to point in easterly direction. BE APPROVED BY THE ENGINEER IN THE FIELD. 08 PED. 2 2 - - 2 2 - 12 2-W-05* Presence (o NOTE SET CONTROLLER PHASE SEQUENC/NG SO ( I 3. REGULATORY SIGNS SHALL BE ALUMINUM BASE METAL SURFACED WITH "V.I.P." 04 PPB - - - 1 2 2 - 13 3-E-06 Presence 05 PPB FUTURE - 1 - - 2 2 - 14 4-E-06 Presence 07 ALWAYS FOLLOWS 18 & THAT /,j CAN'T REFLECTIVE SHEETING. I I 06 PPB FUTURE 1 1 11 2 2 - 15 1 -E-06* Advance SERVE N17H 07 NOR 07 WTH 0,3 08 PPB 1 2 - - 2 2 - 16 2-E-06* Advance ° "' I I 4. ALL PULL BOXES SHALL BE #5, UNLESS OTHERWISE NOTED. P.P.B. COMMON 1 1 1 1 2 2 - 17 5-E-06 Event 5. INSTALL VIDEO DETECTION IMAGE SENSOR AND BRACKETS AT LOCATIONS SPARES 3 3 3 3 6 6 - 18 6-E-06 Event ? ' AND 40. TOTAL #14 16 29 18 22 66 66 - 19 7-E-06 Event 20 8-E-06 Event �; i 3 6. CONDUIT SHALL BE GALVANIZED STEEL, 2" MINIMUM. 12 IISNS - 2 2 2 2 2 2 + 04+7 Opticom Pre-empt I I LUMINAIRE 2 2 2 2 3 2 3 + 03+8 Opticom Pre-empt 10 SIGNAL COMMON 1 1 1 1 2 2 - + 05 Opticom Pre-empt TOTAL 3 3 3 3 5 4 3 + 0 6 Opticom Pre-empt 6 SIGNAL SERVICE - - - - - 2 2 *= SNITCHABLE TO ON, ,MOMENTARY ON ` I OR OFF IN7N DOOR SINTCH (SEE ; �,' ,., 30� i�i I II I DETECTION _ 2 1 2 4 4 - ,SPEC/AL PRO NS/ONS :I: � II II V.V.D.S. CABLE . . CARL _ a= THESE PA IRS MA Y BE SNITCHED 7VGE7HER POWER CABLE 1 1 1 2 2 - RA7HER THAN HAVE SE'PERA7F SiWTCHES ' II o II I SCALE: 1 " = 20' OPTICOM CABLE - 2 - - 2 2 - PER ABOVE. 'n `� CONDUIT SIZE 2111217 2" 21- - 2" ■= NO PHASE INPUT, Gomr ONL Y. PROPOSED ,EASEMENT 3 , , 3 , , II II PROPOSED EASEMENT V.V.D.S.: VIDEO VEHICLE DETECTION SYSTEM \ 24, N 37' ' FUTURE R/W += STANDARD E. V. PREEMPT/NPU1S �' II II I 5' �!; � ; II II I 350' MAX. TO LIMIT LINE EX/S77NG R/W .\ I 4 5 7 I 1 9 EXISNG R/W -... \ 4 6T 2 06 1 I OD PP - 08 - - - - _ - - - - - - - - - _ 2-N-48 5' 4+703+8 08 _- -------------- Z - - - - - - - ------------ -----� ---- --- -�-- _ w 4, 1 -N--4B 2-S-07 -� - _ - - 7 �--1 N TALL R73-3 - - - - -` _ r y ------------ ------ ---- - 00 -------------- r� 03 07 — - -_-_-_- 2_N-03 -- 0_- 1-S�4 r INST L R73 3 - ------------- 04 ----------- N I --------------------------- - 44 — - - - - - - - - -- - - - - - - - - - 2-S--04 - - - - - - - - - - - - -- - - - - - - - - - - - — 77 E- ------ - ( to ) D IL — — — — - - - - - - - - - -- - - - by o ers ETA 05 N PP0 44 0 O PP -- - - -- - - PP 14270196E - - - - - - - - 4 04 03 0 — - - - -- - -- - -- - - - -- - -- - _ -- (BY OTHERS) 350' MAX. TO LIMIT LINE SP �_2 ` 6R 04P 4 I O L� V _ - - 4 - I _T WANDA CONSTRUCTION NOTES � 5 , 3 :, �� : � � 9 / FUTURE R/W AVENUE F1 INSTALL TYPE 90 CONTROLLER ASSEMBLY WITH TYPE "P" CABINET. SEE 4 / F SPECIAL PROVISIONS & STANDARD PLAN 408. p ►� ,J O 0 I Q INSTALL 120/240V TYPE III-BF SIGNAL AND LIGHTING SERVICE. USE 50 AMP SIGNAL BREAKER, 30 AMP LIGHTING BREAKER AND 20 AMP ILLUMINATED W • STREET NAME SIGN BREAKER. SIGNAL AND SIGN CIRCUITS SHALL BE 120V Q I :I: 1 1:1 1 1:1. I W ECR METERED AND LIGHTING SHALL BE 120V UNMETERED. PROVISIONS SHALL BE MADE FOR MOUNTING THE TYPE V PHOTOELECTRIC CELLS IN THE SERVICE CABINET. i , i i i i: • — I SEE STANDARD PLAN 407 AND SPECIAL PROVISIONS. C 30 INSTALL VIDEO DETECTOR CONTROL UNIT AND IMAGE SENSOR INTERFACE PANEL IN THE TRAFFIC CONTROL CABINET. ' \ 7' 14' 12' 12' 14' 7' 3,p ® INSTALL IMAGE SENSOR JUNCTION BOX AND MOUNTING HARDWARE (AS I _ _ _� �„ 2 :1:1 :I:1 I :1: + � , 8 UC 6 LCA SPECIFIED BY MANUFACTURER) W � I " » DETAIL A I B -BI 4 50 INSTALL r CONDUIT WITH PULL ROPE TO POWER SOURCE AT P.P. #4270196E. I I ( • DETAIL B o AT LEAST 48 HOURS ADVANCE NOTICE SHALL BE GIVEN TO SCE. EXACT LOCATION SHALL BE DETERMINED BY SCE IN THE FIELD. ' A A ' NOT TO SCALE 1: 1: I:, Q o -08P © FOR ADDITIONAL SIGNING AND STRIPING, SEE SHEET 4. I ID '1 '1' i:i I J I ? 'i:• 1:1 , T :1: N V 70 INSTALL OPTICOM MODEL 522 DETECTOR TO POLES ® AND © `� `i `i : `iJ (1 EACH). INSTALL TWO OPTICOM MODEL 562 SELECTORS IN CONTROLLER. I cD ! ^ !; 100 !;! I I • I •S• N • S• LEGEND DETAIL :1: 1. I 1:1 Q C ® INSTALL R96 ON SIGNAL POLE WITH 7' CLEARANCE FACING OPPOSITE SIDE Q�pf ESSI04, F STREET. I 9❑ ENCASE CONDUIT RUNS !! AND ® IN MINIMUM 3 INCHES OF RED CONCRETE I J 40' M. W.D. GRAPH/C SCALE �� �G� R WITHIN M.W.D. EASEMENT AND PER THEIR SPECIFICATIONS. Q 3 I EASEMENT � � . X Ln r ri Q V) W No. C 36377 I.S CITY OF RANCHO CUCAMONGA NOTE: SPECIAL PROVISIONS FOR THIS PROJECT ARE ON I 0 6 FILE IN THE CITY ENGINEER'S OFFICE AT THE ( ' v 1 0 20 40 50 * � / 00 w CITY OF RANCHO CUCAMONGA. I 0 o i1r APPROVED s 7S I 1 FEET (V H y CIV 1 L rF OF CAO ENGINEER / DA R.C.E. 111© 2-E-46 BENCH MARK saco sVRwmR rSTAMPED 70D-22 1968 COUNTY OF SAN BERNARDINO n�QWN 5 REVISIONS SUBMITTED BY. yN LOCATION.' 5� FEET BELOW RR nPACKS (MAIN LAVE) TRANSPORTATION/FLOOD CONTROL DEPARTMENT DESIGN BY MARK DATE INITIAL DESCRIPTION APP'VD. REGISTERED CIVIL ENGINEER SAN BERNARDINO COUNTY SHEET.' a4 M/. EAST OF ETTWANDA AVE AT AT&SF RR, DESIGNED BY DRAW^ BY CHECKED BY S, V./B C DAM' 2.I GEORGE R. DUNN, JR. R.C.E. 36377 812,194 5 OF 56 2 FT. SAU1N OF SOUTH RAIL (MAIN L/N� 96 FT NEST S. V./B.C. ✓. V. G.D. CHECKED BY. (EXP. 6/30/00 PLANS APPROVAL DATE TRAFF/C SIGNAL PLAN 5 Of- 10 FT. SOV7H A�SID/NC SNITCH, f0.75 POLES M£S•T A� WEPALE 9,X IN N/W CORNER CONC SLAB FOR A/ND VAL VES G.D. SH TS. #VSIDE A 6 FT. HIGH CHAIN LINK FENCE CAGE. SUBMITTED BY C.D.E. APPRO VED B Y.• ci� O'RO URKE ENGINEERING RECOAfMENDEO BY.� CHIEF TRAFFIC DIVISION-SAN BERNARD/NO COUNTY 415 N. line and Ave. Suite 200 -------- - RECOMMENDED/APPROVED BY: Q y # ETIWANDA AVENUE/NAPA STREET FILE NO. ELEVA TION.' 1125.014 l I �L12�14L REG/STEERED CIVIL ENGINEER NO.4-3 ts8 On tario, CO 91764 DATE DA i'E (EXP. 6•f0- y 7 (909) 467-0221 /N TERSEC TION 5 7S