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HomeMy WebLinkAbout1568-S rj 10 �" RS los 3 QTy. 49 = 1 -40' t--J" R J - Missile sillier m � � 3 w ' �L X/ST CUR G E ,I WT - - -- - � — ,� UTT E B R o �� d„Sw o pt- 450' r 5E 7/ON L /NE — `` -- --------- a 106 /07 / �1, q -T o /�/ //Z Q //3 /19 o107 _ - — 8 4„ 5 W 49 _� - ' �, ►� 1ZO' 3 TY V) 10 I6 QTY. 49 ❑”' 8"6)N 240' ;n v ° B" 5W 240' LZ. OF CONSTi4UCT�DN RAISED MEDIAN -r i- vJ 10' 10 ICs — _ G) — — - -- -- ;TI , in A, I — — - - C0 `� ECT EX15T1NG STRIPING I — `= P R OT © LIMN 0� Pt�OJ�UT �, _ _ - —411sn/ j%T GIIDNA�O fir , �T �� f s. hr-1 rn Q r� L r-j L J L J t--� LL o � N � 0 D LJ m ( — Q � o O r i c REMOVE EXISTING CONFLICTING STRIPING ON W/S OF HAVEN AVE. ONLY 1 -40 O U U -Liv" � � .a I Q NOT A PART RS 49 3 oTY. RS 106 �-s- D_ h 383H � -9 N d -- -- -- - -- - 10�' in ce o I ;y 8 - r�9 �` WP L_,I 90' 4„5W 85W 7 Q _ BW _ } [� o 4"5W to in ❑: o � - r, v c, � -`a I._ - u> Bw � I 10� 14 QTY.49 ❑ 8"5W ��' los 1It �� W N ¢ COit/ RA15ED MEDIAN- N TYP /so - L� 8"5W IN - - RAISED MEDIANS--le o RIO � --- — Y --- t--- 77- c- Z= — P R 0 TE ET EX 1571 N G ST R 1P 1 N G l>U LA3 © {,IMtt of f'Ro�)r�� ._ --- — — — p -- o -- v Z —� I'Fq L L Q a) _ I ' I JOIN EXIST.5TRIPING I � t0 �_ z J Ill a 32' 32' 12' o 1 40 CONSTRUCTION NOTES RL IS,W cn U T01NN CENTE"i4 Ori_ i 3 10 c \" c� a F- R$ 0 RS 9D 23 PROTECT EXISTING IMPROVEMENT IN PLACE. (TYPE SHMM ON o C W 106 RS m i PLAN. ) }, _. i NM RL 48 INSTALL TRAFFIC LOOP DETECTOR 6Ee'SNeET 20. N W ct 49 INSTALL 6'x 6' TRAFFIC IADP DETECTOR. ('NUMBER AND LOCATION PER PLAN) . 14 ON - / 70 \ INSTALL TYPEI$I MARKEREE(BLUEHTPER CITY STD NO 134 Cti I �_' c7 Lei 90_.: �� '60' 40' WP �- `� a —�— ---- -- -- — — — — — — — — - . 5W to L 0 STD NOTE ALL LEGENDS TO BE SAE NOT METRIC. - 4"3W - -; I I INSTALL PAVEMENT LEGEND AS INDICATED PER CALTRANS SIV I J 13I �1Z-- 3 /3 4� 5 W S - - -- -- - X36 '--- - - -�3 ; $W �, 4"SMI `° - ---- --- ---- ---- '-- SECTION L/NE REMOVE 109 INSTALL TYPE H MARKERS AT 24 FEET ON CENTER, --�- EX15T DOUBLE 4' 2 INCHES FROM B ALONG ALL MEDIAN CURB FACES. - ---- __ - o to �e} 49 I00' Irn o BW T sw _ __- ___-- 5011D YELLOW 8" SW y, -- // .- `' Ls 250' 8” sw RRISED MEDIAN osI 60 0 200 fA o �fl - RAISED MEDIAN b Q i V 2DD' _ --- — -�'— — — — -- --- TYP. - — r _ — , - ---- ----- ---- D(15T. BW = gw 100' BW- _ i - - Ln ---- --- - - -- ---- -- .-'— — — — o 'a- 100' � `r � c� �,, 1=0 _ 330 WP 50' 450" TO FH. V CROSSWA 'c `_--- 35 Rib-2. 1 FH. � - r,� 1;' JOIN EXISTIN l SIGNING AND STRIPING GENERAL NOTES IL a I „ °D = N ►\ I �I STRIPING o �(y Pr�oPoS�D ST���9� � �: � Q (9 I. ALL DETAILS AND DIMENSIONS FOR TRAFFIC SIGNS AND THE INSTALLATION THEREOF SHALL CONFORM TO THE CALTRANS i N tt11nIP�'I�fl, WMITIOP OCHANGES FROM THE ORIGINAL DESIGN 4�I1�9G Z SIGN SPECIFICATIONS, TRAFFIC MANUAL AND MAINTENANCE MANUAL. REGULATORY AND WARNING SIGNS OTHER THAN J LJ `J 1'I°tioJ�T C.ItAaGgPI7 CITY a PARKING SIGNS SHALL BE MINIMUM 30" ON LOCAL RESIDENTIAL ROADWAYS AND MINIMUM 3611 ELSEWHERE. m �� DESCRIPTION OF REVISION DATE APPROVED vi o 2. NEW AND RELOCATED SIGNS SHALL BE INSTALLED USING GREEN NON-PERFORATED UNISTRUT POSTS AND ! WT - 12" WHITE THERMOPLASTIC STRIPE SIG* - PAINT WHITE IsSIGNALII LEGEND CITY OF RANCHO CUCAMONGA - ANCHOR SLEEVES EXCEPT AS NOTED. SIGN POSTS SHALL BE 2"X 2" AND OF SUFFICIENT LENGTH TO EXTEND FROM 11 33' I 33' 11' _ w THE TOP OF THE SIGN(S) TO BETWEEN 6 AND "8 INCHES INTO THE ANCHOR SLEEVE AND PROVIDE 7 FEET OF I WP - 12" WHITE PAINTED STRIPE AHD - PAINT WHITE 'AHEAD LEGEND , HAVEN AVENUE cn CLEARANCE BETWEEN FINISHED GRADE AND THE BOTTOM OF THE SIGN(S). THE ANCHOR SLEEVE SHALL EXTEND I SW - SOLID WHITE STRIPE PER CITY STD. 133. ©S - REMOVE a SALVAGE EXISTING SIGN 8t POST z < I TO 2 INCHES ABOVE FINISHED GRADE AND SHALL BE 2 1/4" X 2 1/4" BY 30" LONG. POST SHALL BE ATTACHED cyURcN STREET (4" OR 8" WIDE STRIPE PER PLAN) SIGNING & STRIPING PLAN TO THE ANCHOR SLEEVE UTILIZING UNISTRUT CORNER BOLTS OR TWO UNISTRUT DRIVE RIVETS AT RIGHT ANGLES R© - RELOCATE SIGN 9 POST TO BEHIND NEW CURB. - p TO EACH OTHER. ATTACH SIGNS TC POST USING THE DRIVE RIVETS OR OTHER CITY APPROVED TECHNIQUES. BW - 4" BROKEN WHITE STRIPE PER CITY STD. 133. REPLACE SIGN OR POST WITH NEW IF IT DOESN�T 0 'FORM TO GENERAL NOTES FOR SIGNING a FROM FOOTHILL BLVD. TO N/O CHURCH ST. + INSTALL R26, R26(S) AND NEIGHBORHOOD WATCH SIGNS ON GREEN IIUII CHANNEL POSTS OR ON STREET LIGHT STANDARDSWHERE APPROPRIATE. EL - 4" SOLID WHITE PAINTED EDGELINE T PING, rn _ a NORRIS—REPKE,INC. 3. PROCEDURES FOR PAINTING OF STRIPING AND PAVEMENT MARKINGS AND INSTALLATION OF PAVEMENT MARKERS SHALL CONFORM TO THE STANDARD T Tr SIGN ON POST OR STREET LIGHT POLE PER Consulting C" Engineers and Land Surveyors APPROVED BY: �/ /� J /� DATE: SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, Iga14 EDITION WITH THE I"qR5 AND Iq,1(O SUPPLEMENTS AND THE FOLLOWING PROVISIONS : SPECIAL PROVISIONS. L_ - -- __ -- - FEssr CITY ENGINEER ,. " �!/�li R.C.E. 2.4953 PAINT WHITE ARROW 18231 IRVINE BLVD. SUITE 204 Quo 0 A. PAINT AND ALL DETAILS AND DIMENSIONS FOR TRAFFIC STRIPES AND MARKINGS SHALL CONFORM TO CALTRANS STANDARD SPECIFICATIONS, TUSTIN, CALIFORNIA, 92680 ��� Ekl W ��, DESIGN RECOMMENDED TRAFFIC MANUAL , MAINTENANCE MANUAL AND CITY STANDARD DRAWING 133 UNLESS OTHERWISE NOTED. PAVEMENT LEGENDS SHALL (714) 730-6410 RFA��= RGg CONFORM TC CITY OF RANCHO CUCAMONGA IS MAINTENANCE STEN CI LS. �`J - DOUBLE YELLOW PAINTED STRIPE PER CITY 5TD. 133. B. EXISTING TRAFFIC STRIPES AND MARKINGS THAT DO NOT CONFORM TO THE PLANS SHALL BE REMOVED BY WET SANDBLASTING. 0 TYPE I MARKER (BLUE) No.C19442 s DRAWN SHEET C_ THE CONTRACTOR SHALL. FURNISH THE NECESSARY CONTROL POINTS FOR ALL STRIPING AND MARKINGS AND SHALL BE RFSPONSIBLE FOR �- EXP. 9/30/93 ; HN GA 16 20 p ► FIRE HYDRANT � � pf_ THE COMPLETENESS AND ACCURACf THEREOF TO THE SATISFACTION OF THE CITY ENGINEER. --a STREET LIGHT W/ R26(S) UNLESS NOTED /2-6 C- ,/ �r� CiVl1. ���� CHECKED SEE -EFT DRAWING NO D. SPOTTING SHALL BE COMPLETED AND APPROVED PRIOR TO REMOVAL OF ANY EXISTING STRIPES. EXISTING STRIPES AND MARKINGS SHALL Bir PROP. EXIST. OTHERWISE rF Uf 0,01 R.C.E. NO REMOVED PRIOR TO PAIN TING NEW ONES , BUT IN NO CASE SHALL ANY SECTION OF STREET BE LEFT WITHOUT PROPER STRIPING FOR WARREN W. REPKE, RC 9442 E WR/RB DATE FILE NO 1568 MCk� TNa 4 24 HC Jlh�31 CH vb[ EKEti.�� OR STRIPING GENERAL ROTES 0 J Q3 J z 0 Q 1 PLAN DOES NOT SHOW EXISTING SIGNS. ALL EXISTING SIGNS SHALL + REMAIN UNLESS DIRECTED DIFFERENTLY BY THE ENGINEER. t h Z F- M u N 2 PAVEMENT HARKING STENCILS SHALL MATCH CITY STENCILS EXACTLY. — w 3 c W I REL m Z , BELR OVEDNASAND DIRECCTTEDNG NOT BY THE ENGINEER. THIS PLAN SHALL REL '" J w behind C.F. = O LJ �1 REL 4 STRIPING LAYOUT SHALL BE APPROVED BY ENGINEER PRIOR TO FINAL '� •. + F - .. REL « REL LU N behind C.F If _ _ « V1 + N n �� " ^ onto st It. c - PAINTING. CONTACT TRAFFIC ENGINEER BEFORE AND AFTER CAT- V « M A onto St. It. & =� 07 onto st it. J SCALE 1 = 411 Z •« = N v N a:j J TRACKING `/ 'w = ER ETAILS ON ►� Q W � N N N r La D N a IN cr a 3 ALL RIPING SHALL BE STANDARD PLANS, AND T�fiEPCALDTRANS TRAFFICEHANUAL, THE AND W cil cL (n Or oc 0 SPECIFICATIONS UNLESS OTHERWISE SHOWN. M REM INSTALL RIS-1 NREM REM NREM J LL W 6 ALL STRIPING AND MARKINGS SHALL BE BEADED PER CALTRANS m STANDARDS. TWO COATS OF PAINT REQUIRED. W 7 THE CONTRACTOR SHALL PLACE A BLUE RAISED PAVEMENT MARKER IN w THE ROADWAY AT EACH FIRE HYDRANT LOCATION PER THE DIRECTIO w (n OF THE ENGINEER. _ o[ SE ------------------------ CTI ��LINE =%' c� -- --- � - -- - � _ 134_ _ _ - _ _ `_� '' 135 'i 136 I X37 138 ' VA 39 `� 1 ��, 141 14 wy 0 - } N „ SW - - --- - `LBW - - — 0 r = _ - N = B w I - r^ LEGEND0 ,I �, _ 8 SW N RAISED MEDIAN i� to e o CONSTRUCTION r WT - 12" WHITE THERMOPLASTIC STRIPE INSTALL RIO M WP - 12" WHITE PAINTED STRIPE _ - Sw L I 133 I - EXIST. BIN = -- ---- ----- —� -- -- ---- --- - - - - ----- --- (4"IORWS"TwIDE STRIPE PER PLAN),. BW � SOLID E STRIPE PER CITY STD.* _ - - - - - - - -- - - - -- ------- ------ -- - ------ --- o ---- --- �j LAN . U cm + � - — — - -�•e - — — -• '� W BW - 4" BROKEN WHITE STRIPE PER CITY STD. 133. M I o ;7� 8" SW ^- 250' a � -��' '�� ��i R26 sign ��� �' Z EL - 4" SOLID WHITE PAINTED EDGELINE Street Light J c • c cc U T SIGN ON STEEL CHANNEL POST -- p - - - L p to IOU) « HAVEN N T O �, 4 Q - WHITE PAINTED ARROW U � N � _ I AVENUE • w- N = o • L z �' ° N m - DOUBLE YELLOW PAINTED STRIPE PER CITY 5111. 133. F- C � cr fn cr to ti v, CAP in~ O - INSTALL TYPE I BLUE MARKER REM - REMOVE 81 SALVAGE SIGN. m m REL v � �, - REL -� a (,�+ � � ^ tn'L w m Z REL REL �. RELY ;, » �. REL - RELOCATE EX. SIGN. = ti J « onto St.It. `o J onto st. n. y omo st.ff. J SCALE 1" = 40' N= v « = '__ Z W REPL - REPLACE EX. SIGN WTH NEW SIGN OF N r 4 N N N N REL-�,� a .W.1 TYPE SHOWN. O • t- onto st.M. ,. W oc REM ? -REM �` _ _NREM °C NREM ~NREM 3 O > _ J 0 I � _ w , Q y INSTALL TYPE N 6 W56 cc a m II w II W �� W I I c I I N II _ - + —�S3 0 3 1� 144 _._. I45 !N 146 147`-) '=i i_c I+8 ''I 149 150 SECT I0NAILINE 151 152 U� 'i I , O O _ Q n w _ ;� 0 II I 0c; III uj A 7.711 —rr � s" Sw 0 - I (I 0 - a 100 `� I ED MEDIA#1 ♦ - 40 0 RAS CONSTRUCTION - �- kt RIO sign M II M - u -- - - - -- - -- --- - - - - - -- - - - � �--- ---- -- - - ---- --- - ---- ---- ---- ---- --- ---- - ---- � BW Bw co a IBD so I S 100' ---- _ _ W M W Z R26 sign I� Street Light J INSTALL RIB-2.1 "- - - — _ M I m_j C .?HAVEN v� k p « �•• � J «N Q a I N I II Q N D. N Q = N • N • �N • J a AVENUE GREENACRE DRIVE N a g ;. N N M z REL REL onto � � I � N � N � °C v' MATCH LINE �� 'w �I _ co to St.It. behind C.F � 1 REL SEE AT -RIGHT �, aLO - a I 0r�EL � onto st.It. c f' W � 26 I I,� C. « • II C3 RL ZT M I W a� CREEKBRI DGE STREET *o p Y II W + -I a= Y « - $ M J o[ II I II 9� w_ �£ILOW e ti N a N N _ Z a ' �I I I n Z N a I I I I Fq Ln N W NREM --REM "' Z z I ( � -- > - - REL� N � CD Lo NOT A PHOT a Q N N ` CD cc °C A.C. BERM - HAVEN AVE. W � � - �-- - --- ------- -- - _ - - s•1--.:# - SW, 100' - EL E ST A.C. BERM � N � � Xl SECTIO LINE c� ,-' O �.,. .. -- I55 156 d IS7 .�— Iii ry ^ 159 __ - § �.�jT Iso ISI 13 i� 0 = BW _ BW 4„ SW = -+-- SECTION LINE = 4 SW 100 - --- - - --}-' EXIST EL r O ,�� c., N v B W N EX15T. BW 23 `EX.DY -__=_ 0 N o �' 27 5 o �- ZZE -- 1- _ RAISED MEDIAN o „ �, o - ��y c - =-Z=— -- -- - - -- - -- _o * �- CONSTRUCTION RAISED MEDIAN I' 4(1' 110 t2 _ N ❑ U-- N C� a' � I i --� �- -_.---�--� •^---. ---- � -- � - -•- .- - - - --- --- --_.-,-- BW _ ❑ [j n - 17 L1�1t—�F _EXIST BW - QI CHANGES FROM THE ORIGINAL DESIGN 4/1I1q� � ... ... .- -.. �..�-- —s--- --L:�-- �..--- ---- ---- � --- ••-- � - _ — + -- -- - CITY "' ►, _ _ _ _- ---,-- o GkA4�t✓D SW DESCRIPTION OF REVISION DATE _ CITY OF RANCHO CUCAMONGA J = — — — -- 50 Q HAVEN o I I;� s� AVENUE � 2 HAVEN AVENUE I l = v p �J « C.91 �, ' STRIPING PLl4i� 0 _j ItcJ N I I �' N " �� 4 FROM N / O CHURCH ST. TO N/O BASELINE RD . In 0 • • a � cr aNcrn r I I MORRIS-REPKE.iNC. APPROVED BY: - DATE: Cenwotln f C1vM Enp►.*q.• e�.r l•n• t�.wr•.e• CONSTRUCTION NOTES: SCALE : 1" = 40' IB231 IRVINE BLVD. SUItE 204 oFE&Sjo CITY ENGINEER RC.E N0. 24953 TUSTIN. CALIFORNIA. 92660 �L� W �'�tc, DESIGN (� RECOMMENDED 23 PROTECT EXISTING IMPROVEMENT IN PLACE. (TYPE SHOWN !� BASE LINE ROAD (714) 730-6410 y �l�Q' RFA♦�o� R.G.B. a� �i15 pRp1'ost%D STIZ�PI�W NO. C19"2 DRAWN SHEET ON PLAN.) W,IMI�IkS�D� "�It nF t � '!/10/1� . G.Q.A. 4 P.S. 16 of 20 O INSTALL TRAFFIC LOOP DETECTOR 8� SST ��oOE"r ��"�`��" e it crm ��� CHECKED 5EE LEFT DRAWING NO. �t Off' RC.E.110 E OF C���f WARREN W. REPKE. RCE 19442 W'W•R' DATE FILE NO 156 GG- i3 / GC y 500' TRAFFIC CONTROL NOTES R (°�') '� DRIVEWAY00 SHALLA E INTO U���PROVio ON Y 01`'E ORDER OF WORK �TRCNCH AREA I R41 4 C1 DETOUR SIGNS DIRECTING TRAFFIC TO THE OPEN DRIVEWAY. PLACE TREICH sm;'tt G nML BLOCK SPACERS OR � � � DELINEATORS AT CLOSED DRIVEWAY AT THE ENTRANCE AND ON SITE tExTE►rDED ABOVE EM AL AS APMMED BYF AS NECESSARY TO DIRECT TRAFFIC AWAY FROM CLOSED DRIVEWAY. • PHASE I CON ilRUCT STORM DRAMIIMPROVEWFWTS TRENCF7777-- H) ENGINEER ❑44 — 9 o Q LENGTH OF TAPER AND SPACING OF DELINEATORS PER STATE OF CALIFOWA • PHASE h ROADWAY MIIPROVE�lE1�ITS CS MARINE D R. ,K MANUAL OF TRAFFIC CONTROLS. USE IF CLOSURE DOES NOT D(TEND TO BASE LINE RD. ATTACH TO METAL BEAM I M = a ,. Q SPACE DELINEATORS AT 45 MON. BETWEEN MITERSECTIONS AND AT PHASE IM PAINT TEMPORARY STRiPIPIG 3 LANES SOUTH 7fK-RAIL GUARD RAiL SCALE 1 40 C2 20' MIN THROUGH INTERSECTIONS AND AT LEFT TURN LANE CLOSURES. BOUPD TO ULTIMATE STRIPING SHOWN ANGLE LAST K•RAiL AIL I Q MISTALL NETWORK OF DETOUR SIGNS PER "CMURCH ST. CLOSURE ON SHEET Na a5 _. DETOUR" DETAIL HEREON. PANEL DETAIL Z p DETOUR LANE MATH METAL BEAM GUARD RAIL ALLOWED FOR 21 CA MAR • PHASE IV (ABC:j— CONSTRUCT PAVEMFNT REHAMJTA7M IMPRONEM119 5 o DAYS MAXIMUM PERIOD, AFTER WHICH THE NECESSARY TEMPORARY ONE LANE AT A TIME (ORDER & LIMITS AS NO SCALE OR PERMANENT PAVEMENT MUST BE PLACED TO SHIFT THE WORK AREA APPROVED BY THE ENGINEER) WEST TO GET TWO 10' MIN. LANES WITH A K-RAIL. BARRIER SIMILAR TO SECTION C-C. • SEE AC.COt�lPAiVYiPIG SCHEMATIC TRAFFIC CONTROL LAYOUT FOR PHASE 10 IN GENERAL. ALL TRAFFIC CONTROL MEASURES SHALL CONFORM TO THE WATCH HANDBOOK. ADDITIONAL SIGNS„ DELINEATORS, FLASH WG I & M) o n o� ARROW BOARDS, ETC., W ADDITION TO WHAT IS SHOWN ON THE INIM (CONTiNml PHASEISTORMDRAIN CONSTRUCTION „ SCHEMATIC LANE CLOSURE LAYOU MAY BE REQUIRED. "' �' 13 SEE SPECIFICATIONS FOR DIRECTIONS REGAROING THE OPERATION i �.t EE DETAIL Y" 11 IF DELAY OCCURS BETWEEN PHASES, MAINTAIN TEMPORARY OF TRAFFIC SIGNALS DURING CONSTRUCTION. (SCHEMATIC) SEEDETAIL "Z" HEREON STRIPING SATISFACTION OF THE ENGINEER. WORK AREA 12 A MINIMUM OF TWO TRAFFIC LANES IN EACH DIRECTION SHALL BE HEREON (a w� MAINTAINED ON HAVEN AVE LEGEND TRENCH AREA A B C 13 (SEE RiGHT) � (�� �' SIGN C13 -� HiGH LEVEL WARNING DEVICE \ _ cis ic • HUGH L�l LEVEL WARNING DEVICE W/ SIGN 1 DEEJ1TOR SCO' � R TLA-ff .. K-RAIL BARRIER � �.,- � -,..� 6' � � �--- � � � 4. � EL b � - ANGLE LAST�A�PANEL 4"BW \ - ;of 'c _"� BW .@� _ �' A MF16 P. ® FLAS14M ARROW SISI (TYPE M) EXIST. RAISED MEDIAN C30 PAIFrT BARRICADE (TYPE p) �- R17 C30 � IST. RAISED MEDIAN m BARRICADE (TYPE M) W/MODiFIED 200' GUARD RAIL BASE TO AVOiD ENCROACHMENT e'SW 3 EXISTING STRIPING C C30 INTO ADJACENT TRAVEL LANE AND \�— EXISTING STRIPING V WORK �'ABE DE�� MINED IN THE FIELD NO X-MG lw Illy-lr-lr TEMPORARY K-RAIL PER CALTRANS STD. 611-30 a R96 JiR96A j WP Ir WHiTE PAINTED STRIPE Cie BW 4• BROKEN MAiiTE SItfPE PER CITY STD. 133 40 Si, mNsr . . R1 , ANGLE LL K-RAIL WITH m SW SOLD WHiTE STRIPE PER CITY STD. 133 . OR SHALLOW ANGLE WITH 4' OR 8MADE STRIPE PER PLJW 53 COAST. ` CRASH CUSHIONS ( ' ) 44' A Si' ' EL 4" SOLD VIIHITE PAINTED �.N4E MAX. 2 3' r 17 12' 14' . 4 F 1MEDIA4 34-9 1O 4' 10� � I MARINE D R. �� DY poaYUBLY SM.mow PANTED sTRtPE PER MED. Pw _1'1 � `EL. Bw (E) E)IISIING COWT PROPOSED PAINTED ARROW RUCTION •• EXISTING PAINTED ARROW �' •K' RAiI BARRIER •"� �— --—~� EL SII � (E a 40' MIO E CON ST.) t 4z': ► '�I BEE NOTE • i a I 3 �xsE z con,srRvcrronla• 1 W SEE !SECTION 3•D 00 t 42' METAL BEAM GUARD RAIL W2 34' 6' Itaa" > 2' 1�' 10' 6.5' 10' MED. 3cIR�.B. TEMP. LEF TURN SOLID SHORING DOTH SiDES I_ OR I - Q.� I E) �_ CLANE D �' � ♦,; i". PIPE 1''- SOLID SHORING DOTH Son I SECTION A - A `EL ' SBM 4-Sw rsw (E) < < N C. . OR SECTION B -B _ /sw R. D Um I EL PHASE II •K RAIL BARRIER DELINEATORS ' EXIST. RAISED MEDIAN � PiPI: ILT) CONSTRUCT QE C 3t' M/0 E CONST) j D Z W CHURCH STREET W tl tj IR.C.B. SOLID SHORING DOTH SIDES .W ' I< IoR 200• (e"> I rim SECTION C-C BARRICADE 1., I - ROADWAY DENING CONSTRUCTION Cl °° M(RT) NO SCALEPHASE D K- RAIL I SS'f 90'± * a �. METAL dEAI'1 GUARD RAIL SCHEMATIC LANE TRANSITION EATOR w w J DETAIL Y W NO SGALE X�,3 ,r r Tf:I�F. K-RAIL BAF�FII K - EL AN K- � _ .. _ z� LAST RAS �• � � � b � W MA' I _ BW '� � 4' SW BW '� � PAI�1E1- - MW- i IN wil 4p SW to ii iii EXIST. RAISED MEDIAN C300 I EXIST. RAISED MEDIAN � TEMP. e" SW 31 3 I ANGLE OF K-RAIL. ft i OR \ EXISTING STRIPING - EXISTING STRIPING CRASH Cusl~IiONsNOPIE R96' RR966AA a ` (FOR w . P®s) so� Cie Ri /D BASE UNE ROAD 34!-9~ t PHASE III - TEMPORARY STRIPING TO 3 SOUTH BQUND LANES ,• 34' (NO IATIC SKETCH IS INCLUDED FOR THiS CASE) 8LJ1AC ` RIB-1 6•x 6'x STEEL BLOCK o z SEE "ORDER OF WORK" CHART FOR FURTHER INFORMATKIIN. W c, PHASE IV (A,B,& C) AT CHURCH ST. D _ z-30 MAXell, . DESCRIPTION OF REVISION DATE CITY APPROVEDr-r Min. AT LEAST ONE LANE IN EACH DIRECTION SHALL BE MAINTAINED W CITY OF RANCHO CUCAMONGA i & CHURCH ST mayF.s.ItoX�Dllr><�► ON CHURCH ST. AT ALL T N 200 (INS) W74 METAL BEAM ST S.D. TRENCH GUARD RAIL* HAVEN AVENUE DETOUR PC, A I � $ T D FULLY C' c, EXIST. RAISED MEDIAN I BRACEP EXTENDE SHORINiS SIGN DETAIL 'B" sG'�c�,�.� I *CONFORM To CALTR/1NS BTO. A�,c - � >�i REI;A1tDIN6 CONSTRUCTION DETOUR AND MW T° MAU ORANGE AHM BLACKCi8 MATERIALS, CONNECTION METHODS , SPACING, ETC. TRAFFIC CONTROL PLAN A\ CHURCH STREET SECTION• D — D MOM FOOTHILL BLVD. TO 300'± N/0 CHURCH ST. 4a- NO SCALE APPROVED BY. -IL DATE• CITY ENGINEER « ALO/ RCE N(5- 24953 T \\\HAVEN AVE. i wff--v FOOTHn_L BLVD DESIGN RECOMMENDED BP 1!�- � ® INSTALL SKIN PER DETAIL "A" DRAWN SHEET SIGN DETA� •A- ® INSTALL SIGN PER DETAIL "B" MVA 17 OF_Z0_ O W01 ,O x CHlIRCH .ST. DETOUR CHECKED DRAWING NO. NOT M ICA,1 WS.& BP FILE NO1568 H:\HAVEN\HDETOURI.DWG CI 18' 12' 12' 1Z' 18* C13 ORDER OF WO i R1 (� WORK I c18 i I if • s PHASE I CONSTRUCT STORM DRAIN IMPROVEMENTS 4 MARINE DR. • PHASE II CONSTRUCT ROADWAY WIDENING IMPROVEMENTS IjR1 (E) C18 I PAINT TEMPORARY STRIPING (3 LANES SOUTH BOUND) SIMILAR TO ULTIMATE STRIPING SHOWN a ON SHEET No. 17 ► I s PHASE IV (A.B C )- CONSTRUCT PAVEMENT REHABILITATION IMPROVEMENTSW15 41 i ONE LANE AT A TIME. (ORDER do LIMITS AS $ I i APPROVED BY THE ENGINEER) I • SEE ACCOMPANYING SCHEMATIC TRAFFIC CONTROL' I i OL LAYOUT FOR PHASE Idcli) I J < y CL Ih O 0 _H i� h • � �. v < II 1 l� I .J....... En ; - w 00 WORK AREA i i I ❑2 _ N N I TAPER DELINEATORS. 5000± I I .� 1000•,/ ! TRENCH AREA 200• ' TRANSITION SO. BOUND - - s F I, LANE UNE I - - --------- it I 4001 - - - - - --- -a 1 i - BARRICADE W/ R96 do R96A PROJECT SIGN YOUR TAX DOLLARS AT WORK r t { 12' ; W 11, ! � � FUNDED BY MEASURE 2 ARTERIAL FUNDS° 1 Mk Wt I* ( I (SEE SPE 'S) 1A _ C18 j TEMP. K-RAIL BARRIER " ? -- _ SW � r — -- - _ �. BW WP BW 2 4" SW - • -- 4" BW o �i 6W °� -- — — — — — f1 ANEt= fIll w IF IF v NSW EXIST. RAISED C30 -A� -� ' ' EXIST. RAISED E MEDIAN o 4 MEDIAN BARRICADE W/ 30A, = , PROJECT SIGN _ W57 (RT)YOUR TAX DOLLARS AT WORK - EXIST. STRIPING • EXIST. STRIPING - FUNDED BY MEASURE I ARTERIAL FUNDS F — (SEE SPECS) NO PEOi X—ING - R96 R96A 1 (FOR W. PEDS) 100' N/0 W LY CURB OF TOWN CENTER DR. HAVEN p RIB AVENUE PHASE I & II - STORM DRAIN AND ROADWAY - Q R73-2 IN MEDIAN OR ON SIGNAL MAST ARM. CL (TEMPORARY ONLY) WIDENING CONSTRUCTION (SCHEMATIC) 0 x r' w x W 1 TRAFFIC CONTROL NOTES • . . • . . ` . + Q1 CONTRACTOR SHALL ADJUST WORK AREA LIMITS TO CLOSE ONLY ONE o DRIVEWAY OR SIDE STREET ATA TIME INTO HOUSING DEVELOPMENT cavy VATM SIGN NolcAnNc 'No u—?tJRhI z PROVIDE SIDE STREET DETOUR SIGNS DIRECTING TRAFFIC TO ALTERNATE USE BASE UNE ROAD" OUTLET. PLACE DELINEATORS AND TYPE III BARRICADES AT CLOSED SIDE 0 STREETS AT THE ENTRANCE AND DOWN SIDE STREETS AS NECESSARY TO o cc DIRECT TRAFFIC AWAY FROM CLOSED INTERSECTION. i ❑2 LENGTH OF TAPER AND SPACING OF DELINEATORS PER STATE OF CALIFORNIA r a MANUAL OF TRAFFIC CONTROLS. WW H AVEN AVENU 3 SPACE DELINEATORS AT 45 MIN. BETWEEN INTERSECTIONS AND AT E N 20' MIN THROUGH INTERSECTIONS AND AT LEFT TURN LANE CLOSURES. i © THE TRAFFIC CONTROL CONFIGURATION AS SHOWN REFLECTS THE EXISTING3 .� y MEDIAN LOCATION . (PRIOR TO BEING RECONSTRUCTED 4 IN THE SOUTHERLY C78 DIRECTION PER CITY IMPROVEMENT PLAN DRAWING No. 1392 — NOT A PART OF THIS PROJECT. 10 INETHD�� RC R E E K B R I D G E STREET THE WACHANDBOOK. ADDITIONAL SIGNS, DEUNAIORS�FLASHING BASELINE RD. LEGEND ARROW BOARDS, ETC., IN ADDITION TO WHAT IS SHOWN ON THE SCHEMATIC LANE CLOSURE LAYOUTS, MAY BE REQUIRED. SIGN 11 IF DELAY OCCURS BETWEEN PHASES, MAINTAIN TEMPORARY HIGH LEVEL WARNING DEVICE STRIPING TO SATISFACTION OF THE ENGINEER. HIGH LEVEL WARNING DEVICE W/ SIGN 12 A MINIMUM OF TWO TRAFFIC LANES IN EACH DIRECTION SHALL BE MAINTAINED ON HAVEN AVE. • DELINEATOR 13 SEE SPECIFICATIONS FOR DIRECTIONS REGARDING THE OPERATION 's DIRECTION OF TRAVEL. OF TRAFFIC SIGNALS DURING CONSTRUCTION. ® FLASHING ARROW SIGN (TYPE II) DESCRIPTION OF REVISION DATE APPROVED CITY 14 ALL EXISTING STRIPING AND MARKING IN CONFLICT WTH REQUIRED STRIPING BARRICADE (TYPE 11) AND MARKING SHALL BE REMOVED BY SANDBLASTING AS DIRECTED BY THE ® ( ) ,� CITY OF RCUCAMONGA ENGINEER. PAINT—OUT IS NOT ACCEPTABLE. BARRICADE TYPE III W ODIFIED BASE TO AVOID ENCROACHMENT INTO ADJACENT TRAVEL LANE AND CONSTRUCTION NOTES (STRIPING) WORK AREA. LOCATION do NUMBER HAVEN AVENUE PHASE III — TEMPORARY STRIPING TO 3 SOUTH BOUND . LANES OF BARRICADES TO BE DETERMINED WP 12" WHITE PAINTED STRIPE (NO SCHEMATIC SKETCH IS INCLUDED FOR THIS CASE) IN THE FIELD BW 4" BROKEN WHITE STRIPE PER CITY STD. 133 CONSTRUCTION DETOUR A N D SEE "ORDER OF WORK" CHART FOR FURTHER INFORMATION. TEMPORARY K—RAIL PER CALIRANS STD. 811-30 SW SOLID WHITE STRIPE PER CITY STD. 133 TRAFFIC CONTROL PLAN PHASE IV (A. B. & C) AT BASELINE RD. (4" OR s" WIDE STRIPE PER PLAN) EL 4 SOLID WHITE PAINTED EDGEUNE FROM 300'± N/0 CHURCH ST. TO 300'± N/0 BASELINE D. TWO THROUGH LANES IN EACH DIRECTION AND ONE LEFT TURN LANE SHAM BE MAINTAINED ON BASELINE RD. AT ALL TIMES. DY DOUBLE YELLOW PAINTED STRIPE PER APPROVED BY: DATE: _ CITY STD. 133 CITY ENGINEER _ � RCE N —24953 (E) EXISTING DESIGN RECOMMENDED • EXISTING PAINTED ARROW BP PROPOSED PAINTED ARROW DRAWN SHEE MVA 18 F-2-0— CHECKED RCE NO DRAWING NO. WS & BP DATE FILE NO 1568 JOB No. 66-13/6C H:\HAVEN\DETOUR2.DWG GENERAL NOTES GENERAL NOTES, CONTINUED IFif — --- — L TRAFFIC SIGNAL AND HIGHWAY SAFETY LIGHTING SYSTEMS PER CALTRANS STANDARD PLANS 6. LOOP DETECTORS SHALL BE 6 FOOT BY 6 FOOT, UNLESS OTHERWISE DIMENSIONED. TYPE 'P' CASE 1AND STANDARD SPECIFICATIONS DATED JULY, 1992, AS SHOWN ON THE PLANS AND IN THE CENTER LOOPS IN THE TRAVELED PORTION OF THE LANE, EXCEPT AS SHOWN OTHERWISE. CABINET�` � -- CENTERLINE OF DOUBLE YELLOW LINE SPECIAL PRovisioNs. TYPE OR MEDIAN CURB FACE LINE 7. VEHICLE INDICATIONS SHALL BE 120, PULL BOXES N0.5 AND CONDUIT 2" RIGID METAL SECTION ■P• 2. TRAFFIC SIGNS, STRIPES, MARKINGS AND LEGENDS PER CALTRANS TRAFFIC SIGN UNLESS OTHERWISE INDICATED. CABINET ZD SPECIFICATIONS, TRAFFIC MANUAL, MAINTENANCE MANUAL, AND STANDARD SPECIFICATIONS. SIDEWALK _ 12" CROSSWALK OF LIMIT LINE CONFORM PAVEMENT LEGENDS TO CITY STENCILS . REFLECTORIZE ALL SIGNS, STRIPES 8. ELECTRICAL SERVICE SHALL BE 120/240 VOLTS. PROVIDE CIRCUIT BREAKERS FOR _ . : AND LEGENDS. SIGNALS (ONE 50 AMPERE) , ILLUMINATED SIGNS (ONE 15 AMPERE) , AND SAFETY LIGHTING (ONE 30 AMPERE PER EACH 1200 WATTS OR PORTION THEREOF) . COORDINATE N 3. PAINTING PROCEDURES FOR STRIPING AND PAVEMENT MARKERS PER STANDARD SERVICE DETAILS AND SCHEDULING WELL IN ADVANCE OF NEED. SIDEWALK SP`CIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, 1995 EDITION, WITH 1995B 1996 SUPPLEMENTS. 9. THE CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDELINE ONLY. IT PLAN SECTION - SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS 30' is' 10' 211 4. LOCATE ALL SUBSTRUCTURES PRIOR TO CONSTRUCTION. HAND DIG FOUNDATIONS UNTIL REQUIRED FOR THE OPERATION. _Cj �' o CLEAR OF OBSTRUCTIONS . COORDINATE POLE INSTALLATIONS WITH OVERHEAD UTILITY OR _ SUBSTRUCTURE OWNERS. PHONE UNDERGROUND SERVICE ALERT AND CONCERNED UTILITY UTILITY COMPANIES PHONE NUMBERS LEFT TURN LANE _ COMPANIES, 48 HOURS PRIOR TO CONSTRUCTION. LOCATION OF UTILITIES AND SUB- LEFT HAVE BEEN SHOWN FROM A SEARCH OF AVAILABLE RECORDS. THE CONTRACTOR SOUTHERN CALIFORNIA EDISON CO. 2' - SHALL CONDUCT HIS OPERATION IN SUCH A MANNER AS TO PROTECT NOT ONLY THE (CONTACT RAY MENDEZ) (909) 357-6221 B" BARRIER LINE - m UTILITIES AND SUBSTRUCTURES SHOWN, BUT OTHER UTILITIES OR SUBSTRUCTURES THAT SOUTHERN CALIFORNIA GAS COMPANY (800) 422-4133 MAY NOT BE SHOWN ON THESE PLANS. GENERAL TELEPHONE COMPANY (800) 422-4133 • CASE 2 cn PACTEL (800) 422-4133 THRU OR LEFT 10' CU* = 5. OBTAIN APPROVAL FOR EXACT EQUIPMENT, CROSSWALK AND LIMIT LINE LOCATIONS PRIOR CUCAMONGA COUNTY WATER DISTRICT (909) 987-2591 ' TYPE TURN LANE o CABINET CAB. TO FINAL PLACEMENT. PERFORM PRELIMINARY STRIPING LAYOUT PRIOR TO LOOP (WATER AND SEWER) TYPE 'P' _ SECTION ■ 3 DETECTOR LAYOUT. UNDERGROUND SERVICE ALERT (800) 422-4133 - �i • ,• � SIDEWALK - w ., M z 4" LANE LINE OR 8" BARRIER LINE SIDEWALK I • _ _ _ N a U PLAN SECTION THRU LANE ., VA z .A. N 4" LANE LINE OR B" BARRIER LINE CURB FACE EXISTING CURB & GUTTER _ N _ CASE 3 THAURNA0 LANE �o' TYPE 'P' 1 _ CABINET TYPE 2 �_ SECTIONops5' I/2 En , SIDEWALK CAB. ¢ - • _ �- .41 1 11 B 40 • TOP OF CURB FACE � 104 VARIES00- - 1� r t o v "B�h�—�I m PLAN SECTION CURB F E TYPE *Pm CABINET FOUNDATION & PAD DETAIL LOOP DETECTOR PLACEMENT SIG L STANDARD PLACEMENT D IL I . I . S . N . S . LEGEND DETAIL (REFER TO PLAN FOR DISTANCE TO ADVANCE DETECTORS) (EXA LOCATION TO BE FIELD DETERMINED BY ENGI R) PLANS FOR THF MODIFICATION OF TRAFFIC SIGNALS AND SAFETY LIGHTING OPTI COM AT THF INTERSECTION OF MODEL 511 OPTICAL DETECTOR 3/4' PVC 7 y BASE LINE RD AND CHURCH ST NIPPLE WITH a 2 LOCKNUTS NJ - 1-12" TO34' I W _ 0 w T HAVEN AVENUE / / BASE LINE R D C), Z = REDUCER — — - - - � - I _ m 1 11/2" LOCK , T NIPPLE 3� W BACKPLATE TRAFFIC SIGNAL _ — T HEAD 0 3-W -04 3 W Underground Service Alert — 03 I m, , QTWO ONE I REVISED -DETAILS OPTICOM SENSOR MOUNTING DETAIL o o W Call: TOLL FREE IJO. DESCRIPTION OF REVISION DATECITY SCALE: NONE Fx. I , IDLC - ' N APPROVED: 6 014 -4133 CITY OF RANCHO CAMONGA _j 1 - _ CU r P,6 0 22N �� �� CONSTRUCTION NOTES 7 w DETAIL A REMOVE a SALa�4GE TYPE IA-10� POLE a EQUIPMENT a REMdVE ms FOUNDATION. FURNISH a INSTALL TYPE 15 °D „C 49 TRAFFIC S I GNAL PLAN 2 1�'Z � NORKIN6 DAYS BEFORE YOU DI6 POLE 6 FEET FROM BCR, CENTERED 3 FEET FROM CURB FACE W/ 151 LUMINAIRE ARM,200-WATT HP S LUMINAIRE, !� (uBASE LINE ROAD a CHURCH ST w PED HEAD ON SP-I-CS MOUNTING,TWO 3-SECTION 12-INCFI VEHICLE HEADS (ONEWITH ALL ARROW SECTIONS) r, a o ON SV-2-UM MOUNTING a PPB ON EAST SIDE OF POLE WITH RIGHT ARROW. �J ECR _ I AT HAVEN AVENUE w �2 REMOVE a RELOCATE TYPE 26-4-80 POLE TO 6 FEET FROM THE ECR a CENTERED 3 FEET FROM CURB FACE. .'%. - `/2?" Z REDIRECT THE PED HEAD TD POINT NORTHERLY. REMOVE THE FOUNDATION TO 3-FEET BELOW GRADE OR AS REQUIRED At, c, I I W GENERAL INFORMATION S DETAILS TO CLEAR OTHER CONSTRUCTION WORK. << Rp�,F cn L3 RENIm a SALVAGE PPB POST. REMOVE ITS FOUNDATION, ObNptX.TORS a CONDUIT Q QR�FESS ID,�I APPROVED BY: DATE 4 REMOVE a SALVAGE PULL BOX, INSTALL*6 PULL BOX VV/EXTENSION a INSTALL CONDUITS INTO PULL BOX a SPLICE I 6 = ��� C S CITY ENG I NEE VR.C.E.N0. 2495 3 �� DESIGN RECOMMENDED a NEW TO EXISTING CONDUCTORS. co P R E P A R E D 8 Y ch Q5 INSTALL APPR()(IMATELY 2,600 FEET OF I I/�11NTEHOC)mcr CONDUIT W/ #5 PUL BC)(ES AT WNUM 200 FEET I I N0. 18707 WCS WARREN�^ m ON CENTER TO NW CORNER AT CHURCH STREET. TRANSPORTATION KE N ORTATSION & ♦t F,ro. 30 97 © INSTALL PULL BCD(aTYPE A CURB TERMINATION IN RIVER ROCK MEDIAN PAVING AT 25 FEET FROM MEDIAN NOSE. DRAWN TRAFFIC ENGINEERING s"EE w SEAL CONDUIT ENDS FOR FUTURE USE. 1 I I of CA_ LINEX 20142 CANYON DRIVE 19 CF 20 H []7 FURNISH a INSTALL DETECTOR SYSTEMS MODEL 910-SS SINGLE CHANNEL,SHELF MOUNT, INDUCTIVE LOOP VEHICLE I I CHECKED YORBA LINDA, !CA IFORNIA 92686 DRAWING NO . ►� 5 Zr� >n ����c 7/�� DETECTOR, INSTALL DLC THRU EXISTING CONDUITS FROM PULL BCD( FOR 3-W- THE -- -- 04 LOOPS TO CONTROLLER ASSEMBLY. WARREN C. SIE R.C.E. NO. 18707 1568- - ... .. ... .. . . CONDUCTOR SCHEDULE RUN q SEE AI� ONSHEET ¢dom AWG CIRCUIT _.. _. 0 1 3 3 6 T 3 3 3 x.;. _.. . 0 2 6 f, t ...._.. .. Q 3 3 3 3 3 3 3 3 6 by 3 -, 0 3 3 ` .. _ .e Church 10400ST (NF) ,,4 ; 0 5 3 3 3 3 3 3r4AB 5 30� — 12' 200 W HPS — — - V-2-t1M SP-1-CS 5� DARK IMAGE INDICATES 0 6 3 3 3 3 3 3 3 6 M , Haven Ave 0 7 , 3 3 3 WORK TO BE DONE ON I%2 c ' . 24-4-eo 30 7600 (NF) 0 8 3 3 3 3 3 3 3 THIS PROJECT 1 DLC IS 30' -- 12 200 WHPS — — — SV—I—uM-SI'"1"CS 8 70 0 2 PED 14 Church ST 04PED 2 2 I 2 2 4 8 10500 IN O 6 PED 2 2 4 0 8 PED 2 2 2 2 2 2 2 3 0 2 PPD 1 2 2 y� I-W'7 AVE 26.4-80 30 40 12 K5 10 0. 4 P P B 1 I 1 2 ., 15 30' 12' 200 WHPS — — — SV—I—UM SP—I—CS 4 �7 0 6PPB 1 1 1 1 1 1 1 1 1 1 2 0 8 P P B 1 1 2 2 2 2 I _ 1 NF - INSTALL NEW FACE PANELS IN EXISTING/ RELOCATED SIGN. z PPB COMMON 1 1 1 1 1 1 1 1 1 2 I p - r PHASE DIAGRAM SPARES 3 3 3 3 3 3 3 3 3 6 N 3 TOTAL 13 22 � 22 13 22 2 28 32 38 67 p ' M 12 IISNS 2 2 2 2 z 2 2 2 2 ` 0 2 2 03 2 2 2 t ., DLC 04 2 2 2 2 r r 0 5 3 3 � 01 02 03 04 1 0 6 2 3 3 3 3 3 7 0 2 2 2 2 1 I I 0 e 2 2 2 2-W-4 N AB TOTAL 4 4 7 2 6 6 IQ 10 19 04 LtJo INAIRE 2 2 2 2 2 2 2 2 2 4 �( Nil N 1 1 1 1 1 1 1 1 1 2 ' 6 05 06 07 X68 10 CO b , TOTAL 3 3 3 3 3 3 3 3 3 6 3 6 PR.I.C. CABLE I -r- I I OPTICOM CABLE B C. { CONDUIT SIZE 2 (N) 2 2 2 (N) 2 2 21/2 3 3 2-3 CONDUIT ARE EXISTING, EXCEPT AS NOTED (N). ENTIRE INTERSECTION SHALL BE I REWIRED EXCEPT RUN SOUTH OF CONTROLLER CABINET. 5 03 4 IF14a _ 06 _ _ 03 6P r 4 7 ' 06 01 & 6 s _ 3-N-6 x Lz.� 16 06 , , } 06 _ SB 3—S-5 Z _ ry� SB 3 — 2—S-5 _ 0 x. ........... $ DLC QJ2 N off ; 02 .............. S9 8t P17 ._ .. . 04 04 07 '- 97 17 CB ^` 7 8 02 p 0 P 8 �. 1 �- SENSOR TABLE 2 x , 210 � -.. FIT SENSOR CHANNEL DETECTOR 038,08 8� 9 I I I — N — 6 ■ ( 3 ) (X)= LOOPS PER CHANNEL CONSTRUCTION NOTES CB 09 2 1 - N - 1 ■ ( 2 ) ■ = CONNECT OUTPUT TO M 2-E 8 O 2 I I - S - 2 ■ ( 3 ) AUXILLIARY DETECTOR „ :.;..Iy '� 2 I -S - 5 ■ ( 2 ) INPUT 14 INSTALL APPROX. 2600 FEET OF 15 r I I — W — 4 ■ ( 2 ) • = OPTICOM MODEL 562 EXISTING- SEE Q INTERCONNECT CONDUIT WITH 6 PR I.C. i I 11 1y 13 #5 PULL BOXES AT MAXIMUM �`JI 2 I - W - 7 ■ ( I ) DISCRIMINATOR 2 REMOVE AND SALVAGE EXISTING SERVICE ENCLOSURE INSTALL; NEW 'SERVICE ENCLMRE 200 FEET ON CENTER TO SW CORNER - ( yr I DLC PER CITY STANDARD PLAN 407 ON EXISTING FOUNDATION. AT BASELINE RD. PLACE CONDUIT r- I I - E - 8 ( 2 ) AT BACK OF NEW CURB. I 4 L_J 2 I - E - 3 ■ ( I ) I UPDATE TO CURRENT STANDARDS 4111196 WIRE DETECTOR SENSORS PER SENSOR TABLE . 15 INSTALL APPROXIMATE 600 FEET OF 1 .'S" ' I -E-3 I 2 -N - I ( 3 ) DESCRIPTION OF REVISION DATE CITY INTERCONNECT CONDUIT WITH PULL ROPE 5 2 2 - N - 6 ( 4 ) NO APPROVCD 44 REMOVE FOUNDATION AND RELOCATE POLE AND EQUIPMENT COMPLETE . RELOCATE 04 PED 6 #5 PULL BOXES AT MAXIMUM 200 FEET U HEAD TO 2 AND PLUG RESULTING HOLES IN POLE . INSTALL NEW IISNS LEGEND PANELS. ON CENTER TO PULL BOX FOR EAST BOUND c I 2-S — 5 ( 3 ) CITY OF RANCHO CUCAMONGA I ADVANCED LOOPS FOR CHURCH ST/TERRA ` v Ej— REMOVE FOUNDATION. SALVAGE POLE, 04 HEAD AND MOUNTING. SALVE GE 03 HEAD. VISTA PKWY. SIGNAL. 2 2 —S - 2 ( 4 ) RELOCATE 04 PED HEAD AND MOUNTING FROM t�1 ADD NEW 03 81 04 HEADS, AND 06 P�'B• 16 REMOVE 8� SALVAGE EXISTING R96 SIGN. 1 2 -W - 7 ( 3) 66 REMOVE FOUNDATION AND SALVAGE POLE . REUSE LUMINAIRE, IISNS, 98 HEADS, PEO 7 TRAFFIC SIGNAL PLAN HEAD AND MOUNTINGS. ADD NEW MAS 86 PPB AND 03 HEAD 81 NEW IISNS LEGEND PANELS „ 2 2 —W -4 (4 ) ' 17 CONSTRUCT 4 PCC PAD BETWEEN CON I INSTALL R34 SIGN PER DETAIL U ON ES -6T. I 2 - E - 3 ( 3) k' �— REMOVE S SALVAGE EXISTING IA POLE 8t EQUIPMENT. REMOVE FOUNDATION. TROLLER ASSEMBLY 8, SIDEWALK 8 'CURB/(;UTTER 8 MODIFY SPRINKLER SYSTEM ACCORDINGLY. HAVEN AVE. ANIS -CHURCH ST 15 2 2 -E -8 (4 ) . 8� INSTALL •8 PPB. INSTALL NEW IISNS LEGEND PANEL . 9 I 3-N - I ( 3) 2 3- s -5 (3 ) 9�— REMOVE AND SALVAGE 94 8� 08 HEADS. I 3 -N -6 ( 2 ) APPROVED BY: DATE. 10 REMOVE FOUNDATION.SALVAGE PEC l3P0LE.REUSE LUMINAIRE, IISNS, 14 HEADS, PED I 10 2 3 -S -2 ( 2 ) CITY ENGINEER (!Gt �rc'E-1� 2 9_53 HEAD AND MOUNTINGS . ADD NEW MAS , 02 PPB AND 07 HEAD. INSTALL R34 SIGN PER DESIGN RECOMMENUE 0 DETAIL ON ES- 6T. oR522 I OPTICOM 01 81 06 j� (', �`; n )Q�hQ� (lteC�e 11 INSTALL OPTICOM MODEL 511,. OP:YL DETECTOR ON MAST ARM OR SIGNAL HEAD AS SHOWN. I I • /p 1 WCS SEE DETAIL A ON SHEET ����-- 2 OPTICOM P� 2 & 5 12 SB INDICATES REMOVE CROSSWALK LIMIT LINE BY SANDBLAST & PAINT CROSSWALKS �, DRAWN TRANSPORTATION AND TRAFFIC EHGIIJEERING SHEET AS SHOWN. 12 • I OPTICOM 0 3 8i 8 , , ; GW 13 . MODIFY EXISTING' RACK MOUNT DETECTION PER SPECIAL PROVISIONS AND SENSOR TABLE a� �1p,1$707 � 20 of 20 HEREON, MODIFY CABINET TO PROVIDE FOR FUTURE TELEMETRY INTERCONNECT INCLUDING 2 OPT I COM 0 4 8i 0 7 AXP Gr'3CK.? if J��� � � o NEEDED TELEPHONE COMPONENTS UPGRADE EXISTING CONTROLLER UNIT * � CH[.CKEU G�c�"`�' (- G�'� 18707 DRAWING NO. TO LATEST TRACONEX TMP- 390CJ MODEL. PROVIDE 5 COPIES OF REVISED CABINET PRINT(S) R•C.E No. AT TIME OF FIELD CABINET MODIFICATION. INSTALL TELEPHONE SERVICE ENCLOSURE PER CITY STD. PLAN 408. WCS DATE EXP 6/30/93 FILE Na 6607 1568