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NoTe, : X WALK V AL-L- PAVEMENT MARKING �'J' NALL CoN =oRM To Q 4"WHITE TRAFFtG STRIPE l5 CITY OF RANCHO CUCAMoNC;A STD. PLAN 4-07. Li 8'I WHI E TRAFFtG STRIPE WITH TYPE "G" MARKERS 5-rRIPING FDR Two- WAY LEFT TURN I8 LL�% w1TH T`fPE "G" MARKERS I�0 LANE w1TN -CYPE ' D" MAP'CKI; R9 W -- ZL — — -- J W m AHEAD 19 > I.TA. -TF-. 7 _9 _ 0+00 ARRow [ 4 0 SIGNAL T — TA. OtOD ARGH5^LA cn — 7 -- _ a_ _ W 00 Q O 1 2 3 4 5 J 7 a CUui zzo _ _ _ _ 00- — — — — — _ Ln CONSTRUCTION NOTES 17 _ o o 0 T �' 7,,:;,,rA-- 4t9s.as� RRoW R'TE.= �� WPAINT 5TENGILcy A5 INDICATEDISza.10too.00 MAL-Yely AvF-. 9 Z O _l APPLY 4' WIDE WHITE TRAFFtG STRIPE WITH TYPE "Cr MARKERS Ex IST Q T�o STE-PIGIL -- `� STOP $ATZ = 1(c APPLY >�' WIDE NHI ouTE TRAFFIC STtZIPE WITH T`(PE "Ca' MARKERS �- l� Rt-t% YEt-OW t� STRIPE WITH T'(PE ' D MARKERS �P �a I? - c U ILPpL`i DOUF3LE YELLOW STRIPE WITH TYPE "O"MARKERS WLli Q IZ" H11DE WH11E S'rR1PE 19 A�' V'JHI-TF- TRAFFIC- 6-rRIPEO 22r 22I I$ APPLY STRIPING 'FOR "TWO-WAY LEFT TURN LANt✓" WITH TYPE "D" MAKKF-KS � � ^ WITH TYPE r1ARxERs 15 1APPLY 12" WIDE WHITE STR1P� MALVEN AVE. 19 OI M STALL 51 LN ANT7 P05T Pls slaowN Zl P.Pt7LY 4" 'S0L117 WWITE LMdE LINE W ITA Tr1TE "(2e' I— MRRKER"5 AT- Z 5` ON C,ENT02 - L><N(oTq As SHOW)Q CURB TRANSITION FROM 36 'N OF TO 40' N OF T, W Z2 tNeST/-kLL R-2t� 511oN5 NIOUNTET� ON PD5T5 4? '560, bN e-eKrI IR ON �TRIPtNG FoR Two-WP.Y LEFT -To r4 W Nt)V-rht ASND 300-TN 510155 OF A°R201t� ROVTLE LANE WtTr1 TYPE "D" MARIGER�i ($ �'IWNI(E TRAFFIC CJTRIPE WITH TYPE ARK PE "G" MERS Iy J Y3 WEMbVC7 kND 5ALVA( E EXI5TIN4- SILN AN0 P05T �r� ��pp C�j� I < . HURCH ARROW ROUTE e Re©v e�t2YNLwLZRTitRNPOG�M(t=T I 2�r: 1 . �I N N W ! • ,;rte w 1 t r•«Se� � �T St z"4� - Q'oo' I ^� m w or SCALE 1" =40' O _ i8 � O ` < H m > c 1 M°•e-v emt TSt TOL WEST «� \'S'GRVARW ( 1/ O i T ^ >' S, <Lan stop .I = n sIQov � AVE - ' (`0 7 ' ` •, loo 50 W + — — — - ----` P'r•,re l ^ ` 1 k < > > _ Sr E> ♦ o SI USE FOOTHILL BLVD. del, ` 9 ti F O - W(� ( St o E �' . 'snro o • ; -- \(\ oc) Q 8 9 1!Z_ I I 12 ---- -- --- - 1� r i 1 E v v Tr n ~ J Y Tryn_ Nr;KSIS-E� 100' W _ W — 0 -- I�D —? r 17 — 0 z " T Y c St E w ffT n ( ' �e.�°'' _ tle \C+� ---In T/ ' oo SI. ,D N " 1, Ill Y ei �w.e a V•f • ur fiprC SL VOL 19 � V) N 15 ti '5TA• II 1a�.20 Ar�ROw K-Tr--= .� �JTA. 10+UO.bO RPcMo NA P.vE, i � V W W = Sr 1� n D FOOTHILL. No U F j m -< � ��.re. u U ry z — O -n m 0 p - o J Q ARROW ROUTE ;► . z A 8 > LL < < �, i� ' 1•t7i�, �° wu. w p i = �► L <CH m hI e •i _ ' Ham Ihlrer F•• < J tl R-t 4," Worre TRAFFIC STRIPE WIT14 -T'fPE= 'C1 r�ARKERS 15 E 0 CLOSER TO EAST a z Z � c � <sla t ► cr I =z USE Pw-NILL BLVD. ..I CI ^�' D -, CSRT rD yon w ' n = �I eI.' ' '�•�� 3 g Q RAMONA AV E. +; " o N gq rI St u .r e St 4 � y` ££ :i m / o < 0 i i n p w< r Pia e. CURB TRANSITION FROP�1405 OF T036r5 FITL Z J ' s: to _ Z M lu Oc a a1M 'e are I " 3A c5(2T) > t= Cane Ve C ARROW ROUT . g NOTE ALL NEW STOP %A2S FIR DRIVE `" - IC (� ARE To 615 AT MDG STRIPING FoR Two-WAY LEFT TURid Z. LL Y us. a s: . .v n,D, i 0-1 �MtDOLS OF GURUE) 4" WHITE TRAFFtG �JTRIPEQ ' la J I �L < an r r 2 - �llln� a l LRNE WIT►-4 TAPE ' D' r'(ARKE R5 � �J aIIS+ - - s�.ro..cr ' c ; 1 8 < 2 do voTN TYPE "G"MARKERS J _ •- E � c,ut a LLI __ _�' _� __ IATION V V V • nU a c —— • C ;McKin -3 Co 3 T ilord v W _ S rA. 11+7Z. s 4- ARROW RTE._ JillE C-5(LT� .s.r < �M,j' _ �`G <' 25 5� Jersey Q N fP�.lOt00.00 FArR DR NORTH ZI z r In C S �25� 3toa� — — — — — — — — — — — — — — — —v0 — 17 W r n +♦ FeC< e,o �� 24 S+ - O W = I1 I r O Q IAAll"AD 8th co- I teel - C lLT) < Ave. O W �--� - 50 N lJ CNAfIEv COIItC( c r yJ _ _ _- W + VOCA1KNfAI SK �i + 16 50' 17 7 19 20 21 22 23 -� 4 W CE►a1ER Mi <t .g rlnA -- - - - r L.1.1 r = I(o 1-7 I00' v) D (!) CV J Ac f ~ Z I I iD Lr) — — — — — — — — — — — ➢ — — — -- �� W \ A %. Cep .e`K�- trett g: Z In ARROW ROUTE (n J N � STa. tr+tt3'T.So� ARRo+ry TE.= 7 — CLOD � � �rAw r7TP� .1b+00.00 FA1R DR. oufn{ _J Q �T ARROW ROUTE _ U = USE FF-26M au � CLOSED TD WE51 z USE FER6N BLVD ~ STOP U BLACK ON ORANGE Q i<�MovE A!�(D (ZEPL�4CE 7 EX15T. 'JT-OP cJi-ENGIL \A-" WHITE TRAFFtG GJ-rKipe W,TH TYPE "G" MAR><GR 15 Q � BLACK ON ORANGE THSTRIM 5 roPR 9 .,1_ Q N FIR DRIVE R_1 ZD - - Z 4 ' 400' TO o .4 �. 1•- 10=4O° r RogS MJ ALK k .�--- I Not TO SCALE. DETOUR PLAN 4°V�II+ITE TRAFFIC, STRI PE 15 WITH TYPE "G"IMARKeRs y! W s. NOT TO 5CALE F- Q 48' DounLt YELLOW 5TR1PE T }(el.r:4 AReocA� Qoc1Te' :`�'c WITr1 T-fPE "D"MARKERS 1? 2 STA. ID+ov-c > PT-UPow AvE. 7�9 Aomn Li.TciRa Fortvm-t EAST Pbno►ho A:--r S-fix-tr p��Q• MD F-. CTR. 144.E ti W 1� d1zl DESCRIPTION OF REVISION DATE ^ —� ESS/ clTr APPROVED (� tn O �5 � � � N 7 � � z1 NEST 130LUID LA►uE LIME - CG►yTINiAOUS �� QE. ��} RANCHO CUCAMONGA 0 Q _ _ _ _ �a �. CITY OF' + 22Q' Ilk. NO. 3459 CV W 24 1 25 150 go 6 2 _ .. +•._:, W ss LI) 0 8 w �.� 220 17 Ia a25 ARROW ROUTE (n 100' E�: 'IZ 3l 13 { I 9 l5 15 ©� 7 �O 1 r ��� W v► O 6 sroP �r �r STRI PINCH P L AN z � `` 19 7 855 � '4lf Oj C�`,��14' ,,\o�A�IFc,<. 23 _ /�RLNlgALO AVE TO 1-�ERMOS E _ - - - - - LtGents� ExPIfZEs W ' A • 1/ aoo APPROVED BY: DATE. " r I 3001 106' Io0t IOD /,��` CITY ENGINEER R.C.E. NO. Z- Q B HIHITe TRP.FI=1C- �JTKIP6 1� < 4.p A bY: joKN M. GARCtA t Assor-. WITH TYPE 'G" MARKERS Q` b N �� s1r"�nlHt'(E TRAFFtG �J-(RIPE 1 � 3Z5 N. Z1JD ASE.. S�a�-r1=. C3 DESIGN -� - Don �uak RECOMMENDED Vl �i t5 0� 3 ' m v ' and 411moiata: WITH T'fPE "G" MARKEICS LJ CA. 91'18[0 S. D. _. ZO L�i4, 1�9'I�`��4 0llylRO7VE AIL E INFIF ER! sq.K W 7A AkA,CA Or W . 110 /! �� � DRAWN SURVEYORS [ter«rFns •w.rraNu,cArr" SHEET? ' X41 20 LY �W` — 3D 9 (.K. /�.L. fURYEVORS la+a)N3•qN L— OF JOH1�) M. C3.ARC1 A ATF— CHECKEDkA�2 DRAWING N0. 145d R.C.F— 25570 EXP. 1213//93 8 K R.C.E. N034559 DATE FILE NO ►'�53 1 CGS Y a r Amww 1 27 20 2 ,I ' O' 441,' + �' To x-Wi�LK 22 25 lOo � f0 rso' 22 140' 7 Q NIVN a a - ------------------------- -___ .__ -- • ---... ..._ _......._..._........ - 50 too' - - 50 - - _ - - m X70►f N N r.... j _........_._._.._.........__ _ -- ......................_...._............_...... ...... -....... (oo' �� _ 200 _N. ....._..........- _. -1 77 fi 31 - ;�i 7 rs cn r7 v �., O 7 17O 7 22 18 1 O O I LAN L..lN� TXAt4 1TlohlS 15 O 1O 2 8 dl ' To X- VSIA!-K HERM0SA7 VE U A N E Y o i CONSTRUCTION NOTES QLLA+ rrITIF5!5 TH143 5fte5 C IL -r pAI N T O Lc�F n olz AztAs I "c.rA-rep 20 � . N 2. E=Move 6�s sl-I•��T G fz Ar'-`f 41' WI4ITE Tr-ArF IG G7-r I r V- W1 1-fm ''G" IAAJZ�s -rc o 1-.r 1=0je AjZKow PMOUTM ST IM I M a 1Co ArPT�Y 8" WIVE 1Nh4ITr-- TrAr-f=Ic ✓Tr-Irr-- Wrrjj T (M "G" 56o LF i DESCRIPTION OF REVISION DATE APP ovED. OCITY I'1 ^M..`'( GpU13 LE `{fit-L01N 5Tr-l f'>✓ W iT i-F Tf 'I✓ It t7" Mdr_K 5�o L.1✓ CITY OF RANCHO CUCAMONGA 18 ^PLY IWO Wf TIAK0 L.Apr-- sTr-I n HG WITH - " SIGNING & STRIPING PLAN, W1� WtIT� 2 I ArrlLY 4. 5r->L-1t::1 w4 l-rr=. I A 4 4S WOE w 1T>4 T�� c, O m H E R M O S A AVENUE t K15� AT ass ' OJ-1 CE�1T�� - LE�GTH AS St+C WO loo ' No. CO" *� Exp 33,90 * ' FROM 700± SOUTH TO 200± NORTH OF 22 iNSTA!-L }z 2G (5) SIGN cH gTr-rz '1- LIGHT pOLE Jl CIVIL ��� O 9l � ARROW ROUTE f 0 o� NSW t'osT P> EA Of CAME _ O rnwVFF 9 9ALVAor; Efts-m tc-o SIGN >y I�vsT' I MA APPROVED BY: - DATE' CITY ENGINEER R.C.E. 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", + {:: .:... — `_i i1�:.i • };.}it..T., ,..- o;4,i L_. N ��]����� �..i..} a i. E ,i-1 14 rn 't•?"'_T'. '7:.{.� t:.t.y.:.:j.. +°r+{"''1-�++rill .}.�. . ..:r.} f! - i• {t l:.r..........+..:...t..{.! fy�,'.� i.;..✓.}:..... } ., {.:-.1...t I I \k\ W i; :i: 1;' .!i: i I to fli j I �:11 I i:1 Ilifi�''. j' il' I ji' I t i I1 , , I �"'��' } l � i'll., 0t° r i ;I i 't lll� iE i;iliRl, :;;':I i:l (+�liiliili �111` fl,, f.. ,,.1 ;11 I+ SII � 1t1 �l I it .. .. : .'. !i !I� I 3' GENERAL NOTES QE_N_fRAL NOTES ICONT.1 f 1. TRAFFIC SIGNAL AND HIGHWAY SAFETY UGHTING SYSTEMS PER CALTRANS STANDARD PLANS 6. LOOP DETECTORS SHALL BE 6 FOOT BY 6 FOOT, EXCEPT AS NOTED. CENTER LOOPS IN THE AND STANDARD SPECIFICATIONS DATED JANUARY, 1988, AS SHOWN ON THE PLANS AND IN TRAVELED PORTION OF THE LANE, EXCEPT AS SHOWN. ' �A8E 1 THE SPECIAL PROVISIONS. SECTION 'Pw CAB. 7. PULL.BOXES SHALL BE NO. 5 AND CONDUIT 2-INCH RIGID METAL. EXCEPT AS SHOWN. n OF DOUBLE YELLOW UNE OR MEDIAN CURB FACE 2. TRAFFIC SIGNS. STRIPES, MARKERS AND LEGENDS PER CALTRANS TRAFFIC SIGN SPECIFI CATIONS, TRAFFIC MANUAL MAINTENANCE MANUAL AND STANDARD SPECIFICATIONS, CONFORM 8. ELECTRICAL SERVICES SHALL BE 120/240 VOLT. PROVIDE CIRCUIT BREAKERS FOR SIGNALS SIDEWALK wpp7w _ - - PAVEMENT LEGENDS TO CITY STENCILS. REFLECTORIZE ALL SIGNS, STRIPES AND LEGENDS. ONE 50 AMP), ILLUMINATED SIGNS (ONE 15 AMP). AND SAFETY UGHTING (ONE 30 AMP PER 'P' CAB--"' -- - o LEFT TURN LANE 1200 WATTS OR PORTION THEREOF). COORDINATE SERVICE DETAILS AND SCHEDUUNG WELL SIDEWALK 30' 15' 10' 3. PAINTING PROCEDURES FOR STRIPING PER STANDARD SPECIFICATIONS FOR PUBLIC IN ADVANCE OF NEED. SEE SERVICE WRING DETAIL HEREON. in o N WORKS CONSTRUCTION. 1988 EDITION. " 9. THE CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDELINE ONLY. IT SHALL PLAN SECTION o 4. LOCATE ALL SUBSTRUCTURES PRIOR TO CONSTRUCTION. HAND DIG FOUNDATIONS UNTIL BE THE CONTRACTOR'S RESPONSIBIUTY TO PROVIDE THE CORRECT CONDUCTORS REQUIRED 8-WHITE TURNING LANE UNE CLEAR OF OBSTRUCTIONS. COORDINATE POLE INSTALLATIONS WITH OVERHEAD UTIUTY OR FOR THE INTENDED OPERATION. W SUBSTRUCTURE OWNERS. PHONE UNDERGROUND SERVICE ALERT AND CONCERNED U11UTY THRU LANE r7 COMPANIES, 48 HOURS PRIOR TO CONSTRUCTION. LOCATION OF UTILITIES AND SUB- UTIUTY COMPANIES PHONE NUMB STRUCTURES HAVE BEEN SHOWN FROM A SEARCH OF AVAILABLE RECORDS. THE CONTRACTOR SHALL CONDUCT HIS OPERATION IN SUCH A MANNER AS TO PROTECT NOT ONLY THE SOUTHERN CALIFORNIA EDISON CO. 714 947-8269 10' iv U UTIUTIES AND SUBSTRUCTURES SHOWN, BUT OTHER UTILITIES OR SUBSTRUCTURES THAT SOUTHERN CALIFORNIA GAS CO. 800 422-4133 CASES ARE NOT SHOWN ON THESE PLANS. GENERAL TELEPHONE CO. 800 422-4133 • .P.. D * PACTEL 800 422-4133 SECTION 5. OBTAIN APPROVAL FOR EXACT EQUIPMENT, CROSSWALK AND LIMIT UNE LOCATIONS PRIOR CUCAMONGA COUNTY WATER DISTRICT 714 987-2591 • CAB _ 4w LANE UNETO FINAL PLACEMENT. PERFORM PRELIMINARY STRIPING LAYOUT PRIOR TO LOOP DETECTOR (WATER AND SEWER) -- --- - LAYOUT. (800) 422-4133 - UNDERGROUND SERVICE ALERT • THRU LANE `O W P CAB--,, o , { z SIDEWALK 10' io PLAN SECTION 4n LANE UNE 67 77 -- O Ull RB TURNING LANE UNE 3 w C-4 EXIST. C G THRU OR RIGHT 10' t o E.C.R. I TURN LANE m CASES 2' c ) 'Pw CAB. 'p", N V_ 0 � Ir3 SECTION • CAB 01 m . 5, W » SIDEWALK �_ ♦ TOP OF CURB FACE 1' �� LC §"OUC-6 M . : T 'G wew —w w I hi 4 VARIESIN-�I ou 4O • 0 PLAN SECTION U m TYPE •P• CABINET FOUNDATION AND LOOP DETECTOR PLACEMENT POLE LOCATION CODE I.S.N.S, LEGEND DETAIL PAD DETAIL REFER TO PLAN FOR DISTANCE (EXACT LOCATION BY ENGINEER IN THE FIELD) - TO ADVANCE DETECTORS MOUNELE N A RAIN PEU SEE P.E.U. UNIT MOUNTING DETAILTIGHT 15 0 ENCLOSURE FABRICATED < < < ARROWHEAD SPRINGS FROM ZINC COATED NEUTRAL SHEET METAL AS PER NEC TO 120 V SIGN OR SEE SHEET I O OF i l � FOR DETAIL � RANCHO LIGHTING(SERVICE ` CUCAMONGA 15 51-�OE� IIJDR'!L PE UNIT _ _ __ BREAKER(S) 0 I I TO I.S.N.S. CLAREMONT 66 FOOTHILL FONTTANA OTO OSAN BERNARDINO Z SUP FITTER TO SPDT 125V 12A I I S.P.S.T. RELAY CONTACTS O UPLAND e. -rtTLe.�TAlL 5 f4�ffT 125V-AC 15A COIL 125V MATCH TOP OF SWITCH AUTO I I AC 5000 OHMS 10 COLT SIGNAL STANDARD TEST (NO OFF) I A 0 10 N 10. AK R OW R't'e . AT AI�td16A L V AYE . L______--J CONTACT ENCLOSURE Q MONTCLAIR ONTARIO LOMA o 1G 54&MAL MOPIP10AT"W 1P..At`I POMONA LINDA P.E. UNIT MOUNTING TYPE 11 PHOTOELECTRIC 60 0 11. I*IE OtMmA AVE. /T AZOW 2Te. O GRAND G �i1G1JAt,. P1.,�4tJ DETAIL CWTROL WIRIK00 DIAGRAM CHINO TERRACE 83 0SFEEE DEE LI I OF I I RIVERSIDE o TA 125 ETYSOC� P.E.U. PROJECT LOCTION MAP SOCKET TEST _EAST No. REVISION APPR. DATE REMOVE i CONNECTION rCONNECT CITY OF RANCHO CUCA MONGA If I I CONNECT I TRAFFIC SIGNAL PLAN ----- ARROW RTE. AT AACW Com►LIP f N ItV3A►V's. ----/ -- -� ---SIL- -------------� REMOVE-NO I TITLE SH17ET CONNECTION 30 AMPC 50 AMP. OA N GENERAL INFORMATION AND DETAILS E10- 1/0 EQUIP. UNMETERED 1/0 SERV. 15 P. GROUND APPROVLD BY DATE _ 11l/��. �f- GROUND CITY ENGINEER R.C.E. NO.-12397TO I.S.N.S. TO CONTROLLER TO DESIGN RECJOrA��!!"EhC�E C� PHOTO ELECT. LUMINAIRES CITY CONTROL -- AWN DR SHEET SERVICE WIRING CITY 10 of /2 2CHEECKD DRANANG NO. ................. .................................................................. ........... ............ .......... ............ ............. ................. .......... ......... ................. ...... ................ .............. ........... ............ ------------ R1 "i mill 11 M 111111 im 11 1'1 1 11111 I'l 1,1 1 rAN -00 IN 11i ill ii 10i ............. h WO fiftl i i i i li 1 Oil imilm ll I IM Hill li plimmi lill"Im ........... immul jimm ........ Ii mill gil .................. ........... ....................... ............................. I IN iii'llili I 1 1 I I 'Niiimmwoimmmmm MEMO III 111 mm I --mom mom mm 01 CH ioR co, 12 1;2'p C�ONDUCTO R S ........................... N C �S�CHEDULE EDULE� 1CONT.), ------------- 0: "'D S.0 N _.1T RUN co RU NU 0 E SCHEDULE AIWG CONDU T0R_ AWG, CONDii;ToR SIGNAL MOUNMNG ANDARD H P Sio: r S; N S 1 N - REMARKS H VEHICLE PED PHASE 7 E 01 NO "Y!P.- ElGHT 91 KA, ILUM M.A. LUMINAIRE LEGEN D 102, 3 3, 1 ' r I .................. 2 2: .2r 6Vill 0 .03 04 ---------- 'Ast M�A 2 +-80 M CS, -S D L A 1 Um SP 1 6 30 4 15 250 W. ETA) ON SWET I 31 Arrovi, 04 DLC .. .. ....................... ................................. 3 i3 3, 43, 6 ...... S 4 2 2 SV-2"-,UM SP-1--wic 0 1 A; 2 2 6 3 ............... I............I NJ I loll 11111 3 ................. oll N S L ON SHIEET 1 Sr Ol 7' 44D* 2.50 We MAS MA UM SP:*-*1 02 Is DETAI 081 2 6 90 30: Arch bold' 08 84M 3 6 ........... ................ 3 0 ............... ................. —------------- 2 D 02P E 2 2 2 2 2 TOTAL 1i - SV-2 2 .......... 2 -04PE0 2 2-3 2i 4 2 2 0�-`DUil T- SIZE 2 06PE D 7V I 5-lA, SP I.—CS 08 to SiiN DET L SH r 2i C 2 2 2 i 2 C. -ONDU 26 40 2W W. M: S MAS Ar lowsm UM SP S A ............ 1**"CS PPI 9 2; 10 08 2 A 1'4' &N DETM ON Arch M, 'S L SHE:T 2 Vili" 2 :d:'061 P P 9 -OR C Ci DETE, HEDULE 26, 4—so S' 2W W. MAS M- 1 Spi 1 b........... CH WN PPS Co! MON SE Sm UNIT L0, 01P DESG ABON A 6-1 3 N 2 .......... ............. ------- ----mono"#1 'CNONEER IN THE F1 TO 0C A7101N R, NIED BY THE 22 2 1—S-6 T ..............2 I E 4 WPM . ......... 2 W_8 2 2. 2 1,;Si"r.N S. 2 2 41 i ...... ...... imilia- POW #1 N 2 #3 2 2 2 2 2 2, 2 i 2 ........... N 5 ........... ...... 21—;S 6 circui in m ion 2 �2; -2 2 2 #4 i r_1 r 1�r, 1 1 S&VAGE FMR EV"'NG CMTRMIS OM TYPE: IR* tAPNCT f"OUMAMOMN jr 1 1 2 1 S 1 VOW Oi MA ............... -,N mi ON AL 2 1 0 GN INSTALL TYPE 90 CONTROLLER AMMOLY 1N �TYP' ET; 0, Ems*n.1 2 E-4 N OMIS!ON S1111, 2 2 al , TOTAL 10 E-7 2 2 Pu 2—W—8 uctors 2 2 1— 3 i ing water tight connectors sh and ( 1 ) CCU1 0 0 ITRON Collector B� B B 2 ZO F�P E z E AERED ITERIS DETE to i NE WITH SEPARATE, OUTPUT '11 1 ' B K low" R cr;�, "Pow "mom'TC 8rr N; AD"N T'ON ZONES ASSIGNED IN CONTROLLER AS; 1 jP) S. P C I OW E C 1,ON 16 (NTCIP ZONES ASSIGNED IN CONTROLLER; AS 9- 0 B R ETECT 9�BIKE ZONES ASSI,GNED IN CONTROLLER AS 17-24 (81IKE) ........... ........................ .IF Ift-91 9W I mill-11 M'H ......... ............ z E 41 00* ............... Mimi 3-E-07 ............ 1 7 ji........... B —10 2-;W'-03 V. L ............... I G ............... ................ ............... S ................ 2 Tj 2 ----------- 100 ................ 40 b 0 W 8 C 1 Di C EXI ST. 1pr ...................... C G 2 R ................. R:/iW /W 2 y TE ARR W 6 rm 6w No,, AS 0 ......................... A G POLES AND EOUIPM11" NT 'THAT IS; NOT BEING REIJ ON PHASE WAR, M SHAL 8 PLAN L E S LVAGED ND DEUVEREDL Toi CWFU"NG MMING SHALL 'Y A M SE SAND1 .8mLiASnD EIH 00' 24; ALL, 8,Y THE ENCINEERIP A /2 CV SIGNAL VIDEO DETECTION NO' TESIA ject 0 1 1DE0 DIETE N L V CT10 TECTION ERA ON AN D I NST�kL ITERIS RZ*-A W- DR VIDEO D FU:R�N I S INSIAL 4 NAL TRAFF SrIG FACTUREWS INSTRUrCTIONS., E LUMINAIRE MAST ARM PER MAN U JSTr ING DLC S IN C 0 ND UIT INSTALL VIDEO DETETION REMOVE EX Pj P ROTE TI' G --wow 0*1 E CABLESA;� CONTI?ACTOR SHALL TAKE LL D E CAR E OF C N -P � R N RE; SI 0N DAT NI"ATIVE SHALL BE (MANUFACT' R� R REPIRESE EXISTINa': CONDUCTORS U E F A!!NCH0r CU�C DURING INSTALLATION OF THE VIDEO SYS EM) PIRESEN4 CITY AMONGA 06 08 ..........r S AL FURMSH AND IN _T L VIDEO DETECTION PROCESSING UNIT (ITERIS 0-,5i TION P' TRAFFIC S':GNA MOi I F IC A' Pr �U E OR AP Gf. :*DGE OVED EQ AL) INSIDE, G0,,,,,W.-, ,`R_ OLLER CABINE. ANTA lTING, DlLC P�J LL BACK EXIS 'S IN CABINET TO NEA' EST PULL BOX �A R RRO�W RTE;v ATTENTION inT IT HA LMLMES SHro*W ON THE ARE BASED ON AVAILAOU RECORM, S LL ,T XIS' TIES BY CrHIB PONSIBUTY TO VERIFY E TNG UTIUr 'BE' THE CON' RACTORS SOLE lktS CONTACTIUG UTILIT,Y AGENCIES. ME CARE T AVOID A R �A AND TO EXERCISE EXTRE ............. ........... .......... ....... 1E DA :L ........... 1,LIT'l E S U.,IR N C XICAVATION. ----------- D El A 41 =3qZ 0! C1 T,Y. Q Ef S4 G,N A Ri so A, 82 CIIAIT� .............S H R 80 Lemon tret. Sulte 06 S 0, ffoX, 4-9 3 Pi K'il T;.0 Ril wr.r Ird, CA 9,2502 64 1 11 4)6,8,64..jjj X4 2 12 F A NiG N; H C E 4CIVE NO. ............... TE �L NO 2' ............. ........... ......................... .................. ............... .................. IF OF DWO.. 23801M.:S �PROJE:= SHT. I i2 0 : 12 D U T P L 77Xd A-4-- CONSTRUCTION NOTES 1—N 6 POLE scHrDULE ❑1 FURNISH AND INSTALL TYPE 90 CONTROLLER AND TYPE "P" CABINET PER SPECIAL PROVISIONS I POLE DATA SIGNAL H.P. SOD. VAP. SIGNAL MOUNTING PED.PUSH BUTTON POLE LOCATION ILLUMINATED SIGN AND DETAIL (CASE 3) ON SHEET 1. CONTROLLER SHALL INCLUDE ALL NECESSARY SENSORS, M. q " „ "Em „ „ MESSAGE LOAD SWITCHES, AND ALL OTHER EQUIPMENT TO OPERATE SIGNALS AS SHOWN ON THE N0. TYPE HEIGHT M.A. WATTS VEH. M.A. PED. TYPE PHASE QUAD B E C SEE DETAIL ON SHEET 1 PHASE DIAGRAM. , * _ RTE � � 24-4-80 30 25 12 250 SV-1-UM MAS SP-1-CS B 8P S 8 2.5 Arrow 10100 U ❑2 FURNISH AND INSTALL TYPE III-BF SERVICE ENCLOSURE PER SPECIAL PROVISIONS 2 1-A 10' - - - TV-2-UM - SP-1-CS B 2P W 8' - 2.5' - AND SHEET 1. AVE 26-4-8 30 'W 12 250 SV-1-UM 2-MAS SP-1-CS B 2P W - 8 2.5 Hermosa 8500 III I ( I ”' r I II 8❑3 STRIPING CHANGES TO BE COMPLETED BY OTHERS AS SHOWN. 0 4 1-A 10 _ - - TV-2-UM SP-1-CS B 4P N - 2.5' - RTE I 1 5 24-4-8 30' 25' * 12' 250 SV-1-UM MAS SP-1-CS B 4P N - 8' 2.5' Arrow 10000 ❑4 WHEELCHAIR RAMPS INSTALLED BY OTHERS. W 11I I 2' 32' 1 - - - - -1-CS B 6P E 8 _ - � � 6 1-A 10 TV-2-UM SP 2.5 I II I I I SCALE: 1"=20' AVE 7 26-4-80 30' 40' 12' 250 SV-1-UM 2-MAS SP-1-CS B 6P E - 8' 2.5' Hermosa 8400 I I I I I I I 8 1-A 10' - - - -2-U - SP-1-CS B 8P S 8' - 2.5' - I I * FUTURE 35' M.A. I I IIID I � I I I I I ' III I i I I I BCR II I 7 / / I P ARROW 1 - ---�, I _ O RTE. 2"C W/ PULLROPE FOR EDISON 2 17 6 ® % it I - POLE#1240232E , 8 U TO BE REMOVED O ; 12" �� O m BY OTHERS. _ - / 2 FU T. ) I I I 11 \�_ - - - - - - O I --�� I-- 1 11 I --- - T—C -1DL-C7 , I 9 --- 3-G Do :VT 231' TO C - - „ 3 2 1' BCR \\ 11 ( I I T 1 2 3 4 \ II I II CONDUCTOR SCHEDULEI M I 1 \\ I I I I I I M UNUSED RUN NUMBER N CIRCUIT —16"W— — ---- 5 6 7 8 .----� 0000 0 0 0 0 0 4 6 FU T.01 - 3 3 3 3 - UNUSED 2 3 3 3 6 3 3 - - 1 C, IDL # PB ` i 6 , TO BE REMOVED 3 - - - 3 3 - - - 2 ITBY OTHERS.- - � - - 4 3 3 3 3 3 `� � 0 PHASE DIAGRAM M 3 U � � � 1 2(FUT.05) - - - --- 3 3 3 - � � 6 - - 3 3 6 3 - - - _ _ - - 7 3 3 3 3 6 3 3 3 O I 8 - - - 3 3 3 3 - /2\s I ' BCR 2P - 2 2 2 4 2 2 - I 2- 1 2 III I 4P 2 2 2 2 2 - - - - I I fi '' I #14 sP - - 2 2 4 2 - - - I I I I I1� DETECTOR SCHEDULE 8P - - - - 2 2 2 2 - I ( 1 1 1 I SENSOR 2 PPB 1 1 1 1 2 1 1 1 -- 14' 14' 1 11 1 1 I I NO. CHANNEL DETECTOR 11 4 PPB - 1 1 1 1 - - - - — — 11 I 1 1 1-E-3 6 PPB - - - 1 1 - - - - 33' ,3 I I I 2 2-E-8 8 PPB - - - - 1 1 1 - - 11 I I 2 1 1-W-7 PPB COMMON 1 1 1 1 2 1 1 12 2-W-4 I I 11 N N I I I 1 1-E-8 SPARES 3 3 3 3 6 3 3 3 I I 1 ,- 3 TOTAL 13 22 27 31 58 27 22 13 I °U° I I I I 2 1-W-4 2 I.S.N.S. 2 2 2 2 2 1 2 2 - - W p A 4 1 3-S-2 = _ SIGNAL COMMON 1 1 1 1 2 1 1 1 - 2 2-S-2 #10 LUMINAIRES 2 2 2 2 2 2 2 - - N 1 3-N-6 � No. REVISION APPR. DATE TOTAL 3 3 3 3 4 3 3 1 5 2 2-N-6 CITY OF RANCHO CUCAMONGA 8 SERVICE - - - - - - - - 3 1 1-S-2 06(FUT.01) - - - - , , - - - 1 _S-2 2 1-N-6 TRAFFIC SIGNAL PLAN 02 - 2 2 2 2 - - - - * FUTURE 1-S-5 03 - - - - 1 1 1 1 - • FUTURE 1-N-1 DLC 04 - - - 2 2 - - - - HERMOSA AVE. 02(FUT.05) - 1 11 1 - - - - �6 _ _ _ _ 2 2 _ _ _ AT ARROW RTE. _ _ _ _ �cp� - �, i APPROVED BY � � DATE -1'�. 08 - - - 1 2 2 2 2 aQPaFE�,f4lti,\ CITY ENGINEER R.C.E. N0.22397_ . TOTAL 0 3 3 6 12 6 3 3 - � ���fffn '�� `� DESIGN J FOUST RE,'0 ENDE�D CONDUIT SIZE 1.5" 2.5" 2.5" 3" 2-3" 3" 2.5 2" 2" AUSTIN-FOUST ASSOCIATES INC. DRAWN SHFFT 1450 NORTH TUSTIN AVENUE, SUITE 108 TRAFFIC NG EERING AND TRANSPORTATION PLANNING T.HARTER �2_OF_ 1Z SANTA ANA, CALIFORNIA 92701 TELEPHONE (714) 667-0496 CHECK DRAWING NO. FAX (714) 667-7952 OAS' J E. FROCE 20258 EXPIRE 9-30-93 --AFA F1e: F:HEAR.DING 11:51 AM 10/26/89