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HomeMy WebLinkAbout1513-S CONDUCTOR SCHEDULE PHASE DIAGRAM POLE SCHEDULE 0 0 0 0 Q Q Q I ! - - - ;--- STANDARD ARMS LUMINAIRE PED PUSH BT. SIGNAL MOUNTING I.I.S.N.S. PLACEMENT AWG CIRCUIT N NO. GROUP A GROUP B © 1 \ I I W TYPE HT. SIG. LUM. H.P.S.V. TYPE PHASE QUAD ARROW VEHICLE PED. MESSAGE B E C 01 - 3 3 3 - - - 3 J`... �- ____._.____.1__. A * R 29-5-80 30' 160 'E 15' E 200 W 'N B 8 W R 2-MAS, K SV-1-UM NSP-1-T • R Milliken sX - 1 D' 4' , , 02 - 3 3 3 - 3 3 6 z ,-� —� ->, i ,� Z E� 15 30' - E 15 E 200 W N' B 8 W (E'SV-2-UM NSP-1-> ----� Q "' L * 'N 29-5-80 30' N 65 'N�15 t) 200 W 'N' B 6 S N 3-MAS, N SV-1-UM t SP-I-T R Foothill� - E E tC * OLDS + 3 04 3 3 3 3 - - - 3 ,I " ,. 'E 15 30' - E 15 E 200 W f B 6 S (M)(N)SV-2-0M (N)SP-1-T - E - f 05 - - - - - 3 3 i PHASE 1 PHASE 2 PHASE 3 PHASE 4 0 "' `�;� Q E E' 29-5-80 30' N 55� �E 15 E 200 W E B 4 E (R)MAS,(N)MAS, E SV-1-T ESP-1-T N Milliken - E E 06 - - 3 3 - - 3 6 I 417E rR 15 30' - E'15 'E' 200 WK' B 4 E N SV-2-UM E)SP-1-T - 9' - 3' 07 3 3 3 3 3 3 3 6 N * OLA ,' f----� !* OL B I vF-1, y SCALE: = 20' G * N 29-5-80 30' N 65 N 15 N 200 W N B 2 N - N J-MAS, N SV-1-UM (E)SP-1-T R Foothill„�, 'r^� j#j F7 {lfr,08 ,3 3 3 .3 � E � N 15 30 N ]5 N 2�0 W N � 2 N N SV-2 UM NSP-1 Tz i ; 3 •OL A. 2 2 2 2 - - - 2 + -- --=--=-- CONTRACTOR SHALL SUPPLY NEW FRAMEWORKS AND 11S.N.S. MOUNTING HARDWARE FOR REUSED EQUIPMENT • INSTALL NEW SIGN FACES PER 11S.N.S. LEGEND DETAIL. *OL 8 - - 2 2 - - 2 4 * SPECIAL (ANCHOR BOLTS AND FOUNDATION PER POLE MANUFACTURERS REQUIREMENTS.) *OL C - - - - 2 2 2 2 PHASE 5 PHASE 6 PHASE 7 PHASE 8 ,�14 •OLD - 2 2 2 - 2 2 4 3 (E) = EXISTING. : ALL OVERLAPS ARE FUTURE.' (R) = RELOCATE AND REUSE EXISTING. EMERGENCY VEHICLE ° 02P - 2 2 2 - 2 2 4 ` I (N) = NEW. PREEMPTION DETECTOR w o is I 04P 2 2 2 2 - - - 2 E.C.R.- 06P - - 2 2 - - 2 4 ' _ In L0 w 08P - - - - 2 2 2 2 r PIU , See Dual k Single PE Units - mark I r- PE Unit Mounting Detoil. J PPB 02 1 l 1 1 J 1 1 2 sockets "S" far Signs I I o \�� i, v ( ( ~ ~ 1.5" TO .75" ° "L" for Luminaires I I I \ ASTRO Mini-Bros MOUNT PPB 04 - 1 2 2 - - - 2 0 s;g„ a " 'r ,4�s' .,' I j' '?' ..' i 2' '�' 1 REDUCER OR APPROVED EQUAL r _ PPB 06 - - - 1 - - - 2 = z Lighting Service U I PPB 08 - - - - - 1 2 2 r- - -- ----, �N `�. jl o PPB COMMON 1 1 1 1 1 1 1 2 0 , � o � LUTI�sNsear � E \ �1\ � ., i •�; �` ❑j SIGNAL POLE 0 Auto - Off ' iD \ � € `' MAST ARM SPARES i i 3 i 3 i 3 6 Outletsem;, Test Switch ;`A T �; \ `� \ ECie ---- - - -- N , E I - - I . t ( RS MODEL 511 TOTAL 15 26 34 38 15 26 34 13 �� / \. ❑ ) C6 Slip F7tter to Match Contactor Enclosure J � i E ` � ` Tap of Signal Standard EMERGENCY VEHICLE DETECTOR 1D 1.LS.N.S. 2 2 2 2 - 2 2 - g f SIGNAL COMMON 1 1 1 i 1 1 1 2 \. =� ` , POLE LOCATION CODE a LUMINAIRE CK 1 - - 2 2 2 2 2 - DUAL PE UNIT TYPE III PHOTOELECTRIC CONTROL 04 & FUT f \ 7� L �� ® CB - (EXACT LOCATION BY ENGINEER �N THE FIELD) UM/ IRE - _ - MOUNTING DETAIL WIRING DIAGRAM 3 1 418L 418U , 18 b L UM N E CK 2 2 2 2 ❑ (OL A) ❑ (2 Required) 405' TO X-WALK i .::...... __ 1 , 3 285' TO X-WALK TO TAL 3 3 6 4 3 3 3 3 ; �F.. t— — -- _ ..._ :Ta. �.... _ , +,,t / < " _= .. _.._.. 143 T -WALK r- � 4 ,� SIGNAL SERVICE - - 2 2 - - - 2 EXISTING TYPE 111 SERVICE. 2 �-:._ -� ❑ DO r x.. ....`....._...................._ ' ..=i 2.5" C. 8-DLC 2" C. 3-DLC. SC Al w .... 01 - - - - - - 4 4 / J \ 2 C. 4-DLC. 3 , _..�... ..�..._. 02 - 5 5 5 - - - 5 �, 0,3 - - - - 4 4 4 4 TYPE 04 6 — — — — - — — — 08 B 05 - 4 4 4 - - - 4 _ ..,\ CE _-....___-... ..._.._... .. ._.._. � FU - - - - - - T(OL C) K:, --�06 & FUT DLC 06 - 6 6 -------_____`____ ---- `, �." `fir''', 03 04P 05 _- Z El 07 - - - 4 - - - 4 2" C. 2 , 2 10 & 5 8. 06 & FUT OL I 08 - - - - 1 7 Z 1 A16 # # �s ( ) 06P .. I TOTAL 0 9 9 19 11 11 21 40 ( /'-� 06P _ 0 �. _ 6J4L 6JJU RS SIGNAL ARM & SIGN. j _ _.. ._..__..._. f -. OPTICOM CABLE 1 1 2 2 - 1 1 4 ❑ CONDUIT SIZE 2" *3" *J *3.5' 2.5" I ....__.._......-- f — _ _ ........___ ........ ___; * = EXISTING. • = FOR FUTURE USE. W 6J2L (o) = LUMINAIRES ON POLES AO,\,©& LLL 7 - I (b) = L UMINAIRES ON POLES D0,\, &©. 06 TYP. 15 Tom. 6+1 EVP 0 I E 16J2U j 15 TYP. [ N € FOOTHILL - __...__ 5J f L f I 1 U _..._.. - 25 I L� ❑ 01 20+00 -`J _. I 22 . ---- - 5J1U BOULEVARD AB L... �' RS '. 5 i 2/2U __. ...... _...._. ...._..- i E i EVP �_..-..., 212E . ...._.�_. _ �E _ I ....... _ . - ..._ � { : � ._ .. AB 2 GENERAL NOTES: __.._. CC XIST. EP CC `' .. __.._...' ,_.._. ..ter - __..._.............. .........__...-._.:, :.._.....__....._._..._ ... - w - -- ------ ----•-- _........, 1. ALL WORK, MATERIALS AND EQUIPMENT SHALL CONFORM TO THE REQUIREMENTS OF THE CALIFORNIA -. �......__....__..... - _ >.._...__ -_._. _..._...._�.`....._. --� _ ....... _...... .. STANDARD SPECIFICATIONS FI CA TION DATED JULY 1 _ _.. . __.- >� `'< / ON, STANDARD PLANS AND S E S J L 992 _..._....._..____. - ----- - _.._ > ;__.__........_ ..... .I / AND THE SPECIAL PROVISIONS FOR THIS PROJECT. �._.... w .._ .._ . :. _.. ._.��,r......................--- .z. AB ;...:. 02 -.. 2 PRIOR AB AB _ P` TOEINSTALLATION.INSPECTOR PEERFORMSHALL PRELIMINARY OLE AND LOOP STRIPING LAYOUT PRIORDETECTION TO LOOPPLACEMENT DETECT O LAYOUT. FIELD P ❑ 214U 02P RR 7 I RR 02 & FUT(OL D)` ALL CONDUIT SHALL BE RIGID METAL. ALL CONDUIT SHALL BE 2" UNLESS OTHERWISE NOTED. 02 & FUT(OL D) RS 01 3. ALL PULLBOXES SHALL BE #5 UNLESS OTHERWISE NOTED. . _ .._._ 07 2" C. 3-DLC. -:��� 04 & FUT .... .... .. .... _ . . A 4 AL #6 OL A ....._..._.. _ _. - -� L VEHICLE INDICATIONS SHALL BE 12 WITH GLASS LENSES. ALL SIGNAL HEADS SHALL BE METAL WITH 2" C. 5-OEC. � .........__. _. ,-- — — O ... 04P ...... + 5 METAL BACKPLA TES. 405' TO X-WALK. 1.5" C. 2-DLC. — — — — ` 143' TO X-WALK _..... .. 285' TO X-WALK. - - 5 LOOP DETECTORS SHALL BE 6'x 6 CENTERED IN TRAVEL LANE EXCEPT AS SHOWN _.... _ ..... \ CONSTRUCTION NOTES: © ms & FUT(OL C) 1❑ EXISTING MODEL 170 CONTROLLER ASSEMBLY IN TYPE 332 CABINET. INSTALL NECESSARY LOOP SENSING 3r19L 8J8L 8J8U UNITS AND LOAD RELAYS FOR NEW PHASING SHOWN. I I Z � 2❑ RELOCATE POLE MOUNTED DUAL P.E. CONTROL UNITS AND CONTACTOR ENCLOSURE FROM SIGNAL POLE ON NIE CORNER TO POLE 3❑ REMOVE AND SALVAGE RIGHT TURN ARROW SECTIONS OL A AND OL 8 ON POLES D B & E J CORRECTIONS PER CALTRANS 0 0 0 J I o i (7 /r MODIFY FRAMEWORK AND BACKPLATES AS REQUIRED. t o I LETTER DATED 8 - 10 - 9 4 ' I CORRECTIONS CHANGE PER CALTRANS LETTER DATED - -24 :19Y fl)lsoft C07 � � _ � " 16�" J I 3 8"UC-6"LC 040&- F r No. REVISION APPR. DATE ,, S1� ifs „' S4'iQ 5❑ INSTALL 36"x 36" R73-5 SIGN ON SIGNAL MAST ARM PER STATE STANDARD PLAN ES-6T, DETAIL U. I Ij I " " - - `� X CITY OF RANCHO CUCAMONGA F - o 7❑ INSTALL OPTICOM MODEL 511 OPTICAL DETECTOR. SEE DETAIL THIS SHEET. I.I.S.N.$. LEGEND DETAIL TRAFFIC SIGNAL MODIFICATION PLAN SHALL CALL 0S. MILLIKEN AVENUE AND Y J UNDER THE SUPERVISION OF 14L k CZ) FOOTHILL BOULEVARD Nf— in R.C.E. No. 47979 (EXP. 12-31-94) APPROVED BY DAZE _-Za_ �4_ 1 N - 4 QR Fo ss ti � • CITY ENGINEER V�4�.�.�,� 1�'ts-+ R.C.E. N0.�.�9 E.[:f DESIGN RE OMMENDED J J �\ �� �\ , PLANS PREPARED BY - No. 47979 D z � opo c� z DRAWN �--�AIRTZOG AND RABILL INC. SHEET Exr. 12-31-9aI * e Consulting Traffic Engineers OF S P 1• L q CIv1 � CHEC D 17592 Irvine Blvd., suite 122 Tustin CA. 92680 DRAWING N0. F o , • OF CA (714) 731-9455 1513 SHEET 8 OF 19 FILE: $RAC0007.dwg DETECTOR SCHEDULE CONDUCTOR SCHEDULE POLE SCHEDULE SENSOR CHANN 100P� DETECTOR DEL SENSOR CHANNEt LOOPI DETECTOR DET. WG CIRCUIT RQN 75, 62 53 66' STANDARD HT. SIARM UM. L MINS RE TYPE PHASE PHASH QUAD SIGNAL MOUNTIN PED. I.I.MESSAGE B PLACEMENT C INPUT TYPE INPUT TYPE Ol ® 4 0 AIA . . 1 1 _LIJ 1-S-02 S 11 1 23 21 1-E-08 S 01 - - - 3 - - I - 3 3 1 26-4-80 30' 4015' 200 W B 6 E 2-MAS SV-1-UM SP-1-CS Milliken ko - 8' 3' 2 414 2-S-02 S 02 24122 2-E-08 S 02 3 3 3 3 - - - 3 3 ( 2 15 30' - 15' 200 W B 8 S SV-2-UM SP-1-CS - 8' - 3' 2 1 1 1 3-S-02 S 12 1 21119 3-E-08 Q 03 - - - - - 3 3 3 3 Z Z Z 3 29-5-80 30' 55' 15' 200 W B 8 S 3-MAS SV-1-UM SP-1-CS Arrow rZ - 8' 3' 2 2 2 5-S-02 Q 2 22 20 2-E-03 S m4 - - 3 3 - - 3 6 6 �, N 4 15 30' - i5' 200 W B 2 W SV-2-UM SP-1-CS - 8' - 3' 3 1 717 1-S-05 S 13 l 27125 3-S-05 S 05 3 3 3 3 3 3 3 6 6 1 I I 5 E 29-5-80 30' 40' E l5' f 200 W B 2 W 2-MAS SV-1-UM SP-1-CS Milliken AL - E E 2 815 2-S-05 S 2 28 26 3-N-01 S 06 - - - - 3 3 3 3 3 i }, I 6 E 15 30' - E 15' , 200 W B 4 N SV-2-UM SP-1-CS - E - jE 1 5 5 4-S-05 S 1 25 23 1-W-01 S m1 - 3 3 3 - - - 3 3 7 E 29-5-80 30' 50' E 15; * 200 W B 4 N 3-MAS SV-1-UM SP-1-CS Arrow r�oo�4 2 6 6 4-S-m2 Q 14 2 26 24 1-E-03 S m8 - 3 3 3 - 3 3 6 6 8 E 15 30' - E 15 * 200 W B 6 E SV-2-UM SP-i-CS - E - 1 111/10 1-N-06 S 1 J1129 6-S-02 Q • 02+3 2 2 2 2 - - - 2 2 ALL EQUIPMENT SHALL BE NEW UNLESS OTHERWISE INDICATED. 5 2 12111. 2-N-06 S 15 2 32 30 6-N-06 Q • 04+5 - - 2 2 - - 2 4 4 3 INN (f) = EXISIING 1 918 3-N-06 S 1 29127 4-W-04 Q • m6+7 - - - - 2 2 2 2 2 NcW = REMOVE AND SALVAGE EXISTING LUMINAIRE, INSTALL NEW AS SHOWN 6 2 1019 5-N-06 Q 16 2 J0128 4-E-08 Q /14 008+1 - 2 2 2 - 2 2 4 4 o a 1 15114 1-N-01 S F 1 35 32 3-E-03 S 02P 2 2 2 2 - - - 2 2 � Z Z 7 2 16112 2-N-01 S 17 F 2 36 20 4-E-03 S m4P - - 2 2 - - 2 4 4 N 3 z 1 U 12 4-N-01 S F l 33 31 J-W-07 S 06P - - - - 2 2 2 2 2 8 18 W P H ASE D I AGR A M 2 14 13 4-N-06 Q (F)2 J4116 4-E-07 S 08P - 2 2 2 - 2 2 4 4 I GROUP A GROUP B 9 1 19 17 1-W-04 S 19 1 - *1 2+5 EVP - 02 PPB - 1 2 2 - - - 2 2 2" C. 3-DLC. 3 2 20 18 2-W-04 S 2 - *2 4+7 EVP - 04 PPB - - - 1 - - - 2 2 � i Q 1 i1 15 3-W-m4 Q 1 - *3 6+1 EVP - 06 PPB - - - - - 1 1 2 2 c� 10 20 16 11 I1 11 12 11 4' 23 I 16 Z • 211811612-W-071S 2 - #4 8+3 EVP - 08 PPB 1 1 1 1 1 1 1 2 2 1 (F) _ FOR FUTURE USE + = EVP INPUT PPB COMMON 1 1 l 1 1 1 1 2 2 2 + S - STANDARD DET. SPARES 3 3 3 3 3 3 3 6 6 Q = Q DISCONNECT. TOTAL 15 26 34 38 15 26 33 73 73 cV PHASE 1 PHASE 2 PHASE 3 PHASE 4 12 LI.S.NS. 2 2 2 2 - 2 2 2 - I cv SIGNAL COMMON 1 l 1 1 1 1 l 2 2 ----� /10 LUMINAIRE CIR. 1 2 2 2 2 - - - 2 _ " 13 { I z LUMINAIRE CIR. 2 2 2 2 2 2 C. 5-DLC. I Z I SCALE: 1 = 20 + TOTAL 3 3 3 3 3 3 3 6 2 1 SIGNAL SERVICE - - - - - - - - - 1 I LO PHASE 5 PHASE 6 PHASE 7 PHASE 8 z 4-N-06 ml - - - - 4 4 4 4 4 2 I cv N 02 - - - 6 - - - 6 6 06 CN 4 i O i 3 03 - 4 4 4 - - - 4 4 TYPE 04 - - - - - - 4 4 4 C 05 - - - 4 - - - 4 4 20 _- i _. 07 - - - - - - 4 4 4 - - - - - - --RTW - - - - 08 - 2 4 4 - - - 4 4 ; ~. -+� �2 02P �2 LOOP 2- 07 DLC TOTAL 0 6 8 18 10 10 18 36 36 © 05 cv �v O4 FOR FUTURE USE. - - - - OPTICOM CABLE 1 1 2 2 - 1 1 4 4 I 6 6 PAIR 19 CABLE - - - 1 - - - - - O1 05 06P 07 PULL ROPE 08P t —„�--„� �� CONDUIT SIZE 2” 3" 3.5 3.5" 2.5 3° 3.5" _� I <; 4-E-08 ----� — �- PERCENT FILL 15 18 17 26 22 19 25 22 22 08P c.� # = 2-3.5 • = FOR FUTURE USE. TERMINATE IN ASSOCIATED THROUGH ! i i G PHASE TERMINAL COMPARTMENT. ' �r G G- G __ C G -�_ C_ - 08 t err— m C_ rr/ u v v G i U i ARROW 1 8+3 �VP 2-E-03 .............................................................-............................................................ - - - 3 - - - - - f-W-07 2- -07 :::::.._� 1 ; 0 j I Til I-w-04 _. ____.._._______ __ i -I. N 4+ EVP '_ ROUTE T T T T T To 2-W-04 I 04 ' ` CN .t IN W I i IN l w i IN ' cF 04P i 3 Ce 4-W-04 I 04P 04 s - Bc 102P 0 ., P 0 -- _ .--......._._... __...-...-.. _._........................_. .... ............... _.. _..._ .... ._.__ ..... ..............................--S" 1 " % 06 �6 06 � 6 01 :.:. - y -" _ _ ... ... LOOP 2- 07 DLC �= `.�� - -�_ " f� -----____.._ ,._.._.._ -----'^ ROTECT. 1.5 C. W/PULL ROPE. PROTECT 1.5" C. WIPULL ROPE. 285' TO X-WALK. FOR FUTURE USE. + I 1 3 BC " - e�� -_� - ;,,f 6 X1ST. 1.5" C. W/pULL ROPE. INSTALL 2-DLC. OOP 1-DLC FOR FUTURE USE EXIST. 1.5 C. W/PULL ROPE INSTALL ? DLC. � I CONSTRUCTION NOTES: — : 12' 18 4 EDISON VAULT. �� TIP 02 I 7 _ I 4 285' TO X-WALK. 3 01 cv 2 N N I I 1❑ INSTALL TYPE 90 SYSYEM CONTROLLER (ECONOLITE ASC/2-2100), EMERGENCY VEHICLE PRE-EMPT EQUIPMENT 15" C 2 ,� 5-S-02 a AND APPURTENANCES IN TYPE P ALUMINUM CABINET. POSITION CABINET WITH DOOR ON SIDEWALK SIDE. cn 2" C. 4 ,�10 6E 3 � I EXIST. 1.5" C. W/PULL ROPE INSTALL 5-DLC & I-ICC. 2❑ INSTALL 120/240 VOLT TYPE III-BF SERVICE. SEE SERVICE WIRING DIAGRAM ON DETAIL SHEET. do 2 112 I ( I ❑3 INSTALL 2" CONDUIT WITH 3 #6 CONDUCTORS INTO EDISON VAULT AS DIRECTED BY S. CAL. EDISON CO. 9 2.5" C. i-ICC I cV 4 INSTALL OPTICOM MODEL 511 OPTICAL DETECTOR PER DETAIL ON SHEET 5 PHASES AS SHOWN). 2-PULL ROPES. '�► j ❑5 INSTALL NEMA ENCLOSURE ON SIDE OF CONTROLLER CABINET FOR INTERCONNECT TERMINATION PER DETAIL ❑ J I N d. I ON DETAIL SHEET. ❑ t2 cV er BC 61 EXISTING 1.5" CONDUIT WITH PULL ROPE TO JERSEY BL. CONTROLLER CABINET LOCATED ON THE SIE CORNER. /� 14' 11' Z 4' 2' 12' 11' 11' 14' ❑ INSTALL 6 PAIR #19 CABLE AND TERMINATE IN NEMA ENCLOSURE ON SIDE OF CABINET AS DIRECTED BY THE ` w i I ST. 1.5" C. W/1PULL ROPE INSTALL 3-DLC & 1-ICC. ENGINEER. (1,630 q TO q). Y E 2 7❑ INSTALL 36"x 36" R73-6 SIGN ON SIGNAL MAST ARM PER STATE STANDARD PLAN ES-6T, DETAIL U. 1 � � j No. REVISION APPR. DATE -"J 3-S-05 I Q I , � N 3 CITY OF RANCHO CUCAMONGA GENERAL NOTES: I X 1. ALL WORK, MATERIALS AND EQUIPMENT SHALL CONFORM TO THE REQUIREMENTS OF THE CALIFORNIA i TRAFFIC SIGNAL AND LIGHTING PLAN DEPT. OF TRANSPORTATION, STANDARD PLANS AND STANDARD SPECIFICATIONS DATED JULY 1992 Y11 I AND THE SPECIAL PROVISIONS FOR THIS PROJECT. I I i U SUPERVISION OF MILLIKEN AVENUE AND t i i I 2. THE CITY SHALL APPROVE POLE AND LOOP DETECTION PLACEMENT IN THE FIELD PRIOR TO INSTALLATION. I� I I, f PERFORM PRELIMINARY STRIPING LAYOUT PRIOR TO LOOP DETECTOR LAYOUT. ARROW ROUTE ALL CONDUIT SHALL BE RIGID METAL. ALL CONDUIT SHALL BE 2" UNLESS OTHERWISE NOTED. R. o. C044385 (EXP. 06-30-97) to Ln to APPROVED BY DATE J. ALL PULLBOXES SHALL BE #5 UNLESS OTHERWISE NOTED. N 91 J. CITY ENGINEER R.C.E. N0. I I Q ti, 4. ALL VEHICLE INDICATIONS SHALL BE 12" WITH GLASS LENSES. ALL SIGNAL HEADS SHALL BE METAL WITH 61 DESIGN ` RECOMMENDED - -� �� �P '� z PLANS PREPARED BY: oM METAL BACKPLA TES. '- 61� � c C' / /Z% 6B -T- 68 - m No. C044385 Z Z DRAWN H/41�t oG m CRm3LL INc. SHEET 5. LOOP DETECTORS SHALL BE 6'x 6' CENTERED IN TRAVEL LANE EXCEPT AS SHOWN. E>� �_�_y7 Consulting Traffic Engineers 2 OF `s! C�V1L �r 17592 Irvine Blvd., Suite 122 Tustin CA. 9268D lC D (714) 731-9455 DRAWING NO OF CP_ SHEET 9 OF 19 FILE: SRAC0006.dwg 0 3' � w . I: E.C.R. ASE 1 w ' SECTION CAB. _ t OF DOUBLE YELLOW LINE O „ ST :3 OR MEDIAN CURB FACE j 1 61040 &- 8" U C— 6 LC I Ch T4 I WALK / LEFT TURN LANE �, "B" CAB. -"B" SIDEWALK ' ' 30' 15' 10' -C �n o N r 0 0 PLAN SECTION o ry 01 8"WHITE TURNING LANE LINE W U 2, THRU LANE J m N < 10, POLE LOCATION CODE I.I.S.N.S. LEGEND DETAIL • cooto 7 04 _ - - AC SE Z a (EXACT LOCATION BY ENGINEER IN THE FIELD) V SECTION CAB —�d � 4" LANE LINE _n SI EWALK ° e // THRU LANE ca W CAB. � - Z O J SIDEWALK 10' F- PLAN SECTION J o Y 4" LANE LINE OR 8" URB TURNING LANE LINE EXIST. C 8c G 0 THRU OR RIGHT 10' EMERGENCY VEHICLE `V TURN LANE c° * EMERGENCY VEHICLE PREEMPTION DETECTORS CASE 8 2' iv PREEMPTION DETECTORS MODEL 522 CAB. cn MODEL 511 SECTION CAB _ 5 w SIDEWALK �_ TOP OF CURB FACE 1 �Q • > 1.5 TO .75 ASTRO Mini-Bros MOUNT 1.5 TO .75 ASTRO Mini-Bros MOUNT REDUCER OR APPROVED EQUAL REDUCER OR APPROVED EQUAL VAL RIES . O SIGNAL POLE SIGNAL POLE PLAN SECTION MAST ARM MAST ARM (ONE WAY / ONE OUTPUT) (TWO WAY / TWO OUTPUT) TYPE •P•, •R• CABINET FOUNDATION AND LOOP DETECTOR PLACEMENT — — — PAD DETAIL REFER TO PLAN FOR DISTANCE EMERGENCY VEHICLE DETECTORS — - TO ADVANCE DETECTORS — - — [FOR CITY MAINTAINED SIGNAL ONLY) IFOR CITY MAINTAINED SIGNAL ONLY) PE SOCKET LUMINAIRES &71 U117CAUTION. CIRCUIT MAY BELIVE WITH METER REMOVED. ST NEMA TEST ENCLOSURE BLOCKS PE SOCKET 0 1.5" C. THROUGH I.I.S.N.S. CABINET WALL. SERVICE DISCONNECT N66 HALF BLOCK 1 &TES UTO N PAIR. NEMA 2TERMINAL BYPHONE CO. ENCLOSURECABINET NEUTRAL T BONDED AO 80 ;° METERED 4 8 � EQUIP. 1 i i i ------ GRD. =_ L------- - L-------------------J SERV. UNMETERED GRD. 12 16 2- C. W/PULL ROPE TO TELEPHONE 13 17 CONT. CONT. SERVICE POINT IF N07ED ON PLAN. 14 1 30A 30A 2" C. W INTERCONNECT CABLE 1 1 1P 1P TO INTERSEC770N PULLBOX IF NOTED TO TO ON PLAN. LUMINAIRES I.I.S.N.S. I CORRECTEt? Ev. DET. MODEL 110. q-r� 1❑ INSTALL SURFACE MOUNT WEATHERPROOF NEMA ENCLOSURE ON SIDE OF THE CONTROLLER CABINET FOR INTERCONNECT ACCESS. NO. REVISION APPR. DATE ENCLOSURE DEMENSIONS SHALL BE 12"x 12"x 6" WITH 3/4" PLYWOOD --�r BACKBOARD. ENCLOSURE FINISH TO MATCH CONTROLLER CABINET. COMPONENTS DIRECTORY CITY OF RANCHO CUCAMONGA- 1201240NEMA ENCLOSURE SHALL BE ALUMINUM WITH HINGED DOOR AND LATCH. VOLT AC 1HP 3W 100 AMPS 1-3 100/2 SERVICE DISCONNECT UTILITY LANDING LUGS 250MCM 4 15/1 SPARE TRAFFIC SIGNAL INTERCONNECT TERMINATION DETAIL METER SOCKET 120V WITH TEST BLOCKS 6 50/1 SIGNAL _ SERVICE DISCONNECT 100A 3P 240V 10KAIC 8 15/1 PE CONTROL CIRCUIT BREAKER INTERIOR, 120V AC METERED, 10 15/1 1.1.S.N.S. U E SUPERVISI OF [FOR CITY MAINTAINED SIGNAL ONLY] SUB-BREAKERS AS INDICATED. 17 30/1 LUMINAIRES / DETAIL SHEET CIRCUIT BREAKER INTERIOR, 240V AC UNMETERED, SUB-BREAKERS AS INDICATED. o. CO44385 (EXP. 06-30-97) APPROVED BY - DATE __ PHOTOCELL SOCKET 1800VA FOR LUMINAIRES AND I.I.S.N.S. CITY ENGINEER R.C.E. NO. SPST TEST SWITCH FO LUMINAIRES AND I.l.S.N.S. 9 RpFESS/o4, CONTACTOR 30A 1P 120V COIL FOR LUMINAIRES AND I.I.S.N.S. ��D PAID J. Lp < DEIGN RECOMMENDED PHENOLIC NAMEPLATES FOR EACH CIRCUIT AND FUNCTION ,,`" �`' �o �, fir ,,? d. PLANS PREPARED BY J NEMA 3R ENCLOSURE G - m No. C044385 Z HmuwAm I IFIL. .LIGHT BEIGE COLOR No. 26521, FED. SPEC. 595 (FACTORY APPLIED) W � DRAWNSHEET SERVICE WIRING DIAGRAM Exp. 06-30-97 * * V� � � Consulting Traffic Engineers 3 OF sr r CIVIL �� CH KED 17592 Irvine Blvd., Suite 122 Tustin CA. 92680 DRAWING NO. [FOR CITY MAINTAINED SIGNAL ONLYI ' F of CA0E � r (714) 731-9455 -�3_6 SHEET 10 OF 19 FILE: $RAC0008.dwg 8 Z � o a ~ z0 I No 0 < oa o W ~ o w W � + w mQ o � cncr M � � p J � cr0 tiW In �- J /r F- cy m _ 0 9 4- 15 TYPE �L� >3 TYPE N-I MARKERS SEE TRAFFIC E.P. ,�� PER CITY STD. 406. ......................... SIGNAL PLAN 3 a 7 d .N W N In N 150' N -N Q J • 200 - 3 so, m 7 --- --- - - -- - - 58: 1 (330') 5 - -- --- - --- -- 200' - I 3�F- - - - - - - - - - - - - - - - - - - - _ - 9 3 N - - - - - - - - - - - - - - -- _ - - - - - - - - - - -- - = - - - - - __ - - - - Z ao' too 10 • 10, I N :J m -- ------- -- - - - -- - - - --------- =W G I T \ I I ARROW ROUTE I I I � ,i MILLIKEN AVENUE 0 Q Z �j 0 FrCID 0 , 0 M N ' F- x V1� ur' w N 0• E.P cn ' N p 4- - N Wm -- --__-- ---- _- - _ SIGNING a STRIPING NOTES PAINT 4-INCH WHITE DASHED STRIPE WITH TYPE fill PAINT MARKERS PER CITY STD. 133. PAINT 4-INCH WHITE SOLID STRIPE WITH TYPE 11Gs MARKERS PER CITY STD. 133. 3�-- PAINT 8-INCH WHITE SOLID STRIPE WITH TYPE 11Gn MARKERS PER CITY STD. 133. PAINT 4-INCH YELLOW SOLID STRIPE WITH TYPE IfH° MARKERS 241 O.C. (TYP) PER CITY STD. 133. t 5�--- PAINT 4-INCH DOUBLE YELLOW SOLID STRIPE WITH TYPE HMARKERS PER CITY 0' \ STD. 13 3. \ 66 RE-PAINT EXISTING STRIPE a LEGENDS. PAINT 4-INCH WHITE SOLID STRIPE PER CITY STD. 133. Im o-- PAINT TYPE I ARROWS 75 0.C. _ 9�-- PAINT LEGEND, SYMBOL OR ARROW AS SHOWN. _ — �— INSTALL W41(36!' X36") PER CITY STD. 401-B. - II INSTALL R7(24X 30� ) AND TYPE K�� MARKERS PER CITY STD. 130. J 12 INSTALL FLEXIBLE TYPE '1! MARKERS 150' O.C. (TYP) PER CITY STD. 130. — — _ — 13 INSTALL FLEXIBLE TYPE L MARKERS 20 O.C. (TYP) PER CITY D. 130. W ` ® _ _ _ _ — -- @ P sT �__! ® ,�� _ --- _ O 14 INSTALL WI (36° X36 PER CITY STD. 401 -B. �I � ® — —1 J (5 INSTALL TRAFFIC SIGN (AS NOTED ON PLAN) W \ W cV Im 16 INSTALL MEDIAN EDGE LINE PER CITY STD. 133. W 17 REMOVE AND SALVAGE EXISTING SIGN 6 POST. REPLACE EXIST. WT AND R35 WITH R61-13M. �� — W 19 PAINT 12-INCH SOLID WHITE CHEVRONS AT 206 O.C. — _ --- Z 20 INSTALL DETAIL 37B PER CALTRANS STD. PLAN A20C. _j �j -- INSTALL TYPE HMARKERS PER CITY STD. 133 (EXCEPT AT 12� O.C.) V 22 INSTALL TYPE If22MARKERS 20I O.C. PER CALTRANS STD. A20A. INSTALL STREET LIGHTS 16000 LUMEN HPSV BY SCE I MILLIKEN -T -- --- 4 INSTALL STREET LIGHTS 9500 LUMEN HPSV BY SCE. � �-- AVENUE25 SANDBLAST ALL CONFLICTING STRIPING AND REMOVE OR RELOCATE CONFLICTING RPM'S AND SIGN AS NEEDED. I 'CJ PAINT TWO - WAY LEFT TURN LANE PER CITY STD. 133. SCALE: I =40� 1 1 � 91 41 ILI o -- --- --- --- --- --- --- --- --- --- --- --- --- -- --- --- --- --- _�- ___ --- --- -- --- --- --- --- --- ---I --- --- --- — _ O Im — — N ►---- ► W- — — — �— _-- ~ SEE TRAFFIC �. SIGNAL PLAN ILI w 200. _ _ _9 3 200, _ c, -- --- --- --- --- --- --- ---- --- --- --- --- --- --- --- --- --- --- - --- --- - ---- --_-- — - — -- --- - --- ------ - ------ -- 9 O �-- - - - - 200_ - -- - - 3 200' _ 14W - a 60. —_-- 100, M cl) N \ C X J Q W Q MID W 5 a MILLIKEN I'_ 00 AVENUE Q) 3 � W Ac)M 15 15 DESCRIPTION OF REVISION DATE CITY APPROVED CITY OF RANCHO CUCAMONGA SIGNING AND STRIPING MILLIKEN AVENUE EXTENSION FROM JERSEY BLVD. TO ARROW ROUTE JDRAWN ROVED BY: DATE: 495 3 ENGINEER R.C.E.CNO. N RECOMMENDED B P PLANS PREPARED BY: CITY OF RANCHO CUCAMONGA 10500 CIVIC CENTER DRIVE SHEET MA RANCHO CUCAMONGA, CA. 91729 2 4 OF KED DRAWING N0. � R.C.E. NO DATE FILE NO SHEET 12 OF 19 qIT o O w + w N } iW SCALE I " = 40' O' R26tS) r FLzIr 15 Q ouIxi N J 00 Q / Ig a 3 m a 0 R26ro tS) ' 4 �� N — I + w + aD l / to N 3 N R26(S) 10 15 R26(S) CF ' / W N aa' �5 15 _ -tD 12 2 >�9 _tpUTURE) co 3 S a I v _ 410 12 10 - 4 loo' _ '� / � � � 6 tS saa' ) 9 = 5 15 R2 a 3 TYPE IV9 23a' 12 �� Q SEE TRAFFIC - _ — l5 R26(Sl N SIGNAL PLA n� 26(S)15 R r- 0 8" SW N O sa 14 11511 R26(S) Q 15 R26 i Q Q1 N toe N 1* . 4UE i p►VE I CD N 3 I MILLIKEN SCALE I"= 40' O 6(S) b R 2 O O qt --- 0 R2 . (S — 5 + l _. O _ o � N fn —� •n C.F +x M 15 R26(S) _ W mo 15 O ............ N3; Q w W W Y r1 � R26(S) 1 cV i' O � 12 Z— W f N 1 d 4ol R2 ? In 15 R26(S) — �— 15 R26(S) A � — = � 12 � C F 15 R26(S) �- °�' IFUTUR � O -� 12 —= 12 15 R26 tS) + 0 � - O u� M 12 _ ) O 12 -26(S) E� — 2 R 26(S Y15 _ cD N WCID _ 12in r.0 R26tS) 15 Q DESCRIPTION OF REVISION DATE CITY APPROVED ul W °D1 Y Il,..t- CITY OF RANCHO CUCAMONGA N' 40 NII INSTALL R7(24" X 30'x) AND TYPE �iKif MARKERS �-- INSTALL STREET LIGHTS 16000 LUMEN HPSV V @) R26 W r PER CITY STD. NO. 130. BY SCE. SIGNING AND STRIPING 1 SIGNING 8. STRIPING NOTES 12 INSTALL FLEXIBLE TYPE "If"IfMARKERS 150 O.C. �----INSTALL STREET LIGHTS 9500 LUMEN HPSV a a (TYP) PER CITY STD. NO. 130. BY SCE. MILLIKEN AVENUE EXTENSION O :J O (71)— PAINT 4-INCH WHITE DASHED STRIPE WITH TYPE G MARKERS 13 INSTALL FLEXIBLE TYPE L MARKERS 20 O.C. 25 SANDBLAST ALL CONFLICTING STRIPING AND O PER CITY STD. NO. 133. � (TYP) PER CITY STD. NO. 130. REMOVE OR RELOCATE CONFLICTING R P M'S FROM STA. 20 -t- 00 TO 40 t 00 r� OW. it 2a-- PAINT 4-INCH WHITE SOLID STRIPE WITH TYPE MARKERS (4 INSTALL WI (36 X 36 ) PER CITY STD. NO. 401-8. AND SIGN AS NEEDED. �- PER CITY STD. N0. 133. � �—_ INSTALL TRAFFIC SIGN (AS NOTED ON PLAN) (W_PAINT TWO-WAY LEFT TURN LANE PER PAINT B-INCH WHITE SOLID STRIPE WITH TYPE G MARKERS CITY STD133. 15 PER CITY STD. NO. 133. 16 INSTALL MEDIAN EDGE LINE PER CITY STD. N0.1 .33. APPROVED BY: DATE: 4Q-- PAINT 4-INCH YELLOW SOLID STRIPE WITH TYPE "H" MARKERS REMOVE AND SALVAGE EXISTING SIGN a POST. CITY ENGINEER RC.E N0. 24953 24' O.C. (TYP) PER CITY STD. 133. R6611 -13M. 18 REPLACE EXIST. W7 AND R35 WITH DESIGN LEGEND: �� �� �' � i E N RECOMMENDED 5�— PAINT 4 DOUBLE YELLOW SOLID STRIPE WITH TYPE H g�-- PAINT 12- INCH SOLID WHITE CHEVRONS AT 20 O.C. MARKERS PER CITY STD. 133. INSTALL DETAIL 3`TB PER CALTRANS STD. PLAN A20C. 9P PLANS PREPARED BY: _ „ „ CITY OF RANCHO CUCAMONGA 6 RE PAINT EXISTING STRIPE 8� LEGENDS. T TYPE H MARKERS PER CITY STD. N0.133 DRAWN SHEET INDICATES SIGN TO BE MOUNTED ON ST. LT. POLE. � I — INSTALL 10500 CHIC CENTER DRIVE (y)-- PAINT 4- INCH WHITE SOLID STRIPE PER CITY STD. 133. ( EXCEPT AT 12 O.C.). MA RANCHO CUCAMONGA, CA 34 INDICATES SIGN TO BE MOUNTED ON SIGN POT ' — oF �I s • @,— PAINT PAINT TYPE I ARROWS 75 0.C. 9 —PAINT LEGEND, SYMBOL OR ARROW AS SHOWN. ISTDA A20A PE �AMARKERS 20' O.C. PER CALTRANS CHECKED DRAWING NO. — O INSTALL W41(36" X 36") PER CITY STD. NO. 401-8. Q,�� R.C.E. NO ��// DATE FILE NO V SHEET 13 OF t9 I 1 I I I , I I I I „ a I i I t l I I SCALE 1 = 40' J cn I I II I v AllI1 II a I I . � � cn �- v 'R/W Q 3R26 I n o: IN 4 - - -- - - - -- - - \ ; - 18 (�j - - 15 R26(S) 5 O i 2a SEE TgAFFIC \_-� -- _ ---� �,� 70' I _ _ •O' �- C. F. _ SIGNA 4 PLAN 15 R26(S) 0100, ! I r = 10°' 2 _ - 133' -� - - - --- - - - 00 O 2v- CM - _ -4 - N II - 233 0 to M -Q - - O 233'\ _ a E0 P _ - - 12 - 4► Its 210' – — -- -- -- – N QL 100' � � - I I �--- --- --- --- --- --- --- --- --- --- - - – W — FUTUREI� EP – — 2 100 – I -- --- --- --- --- --- --- --- --- -- - --- --- --_ _-_ _-- - - - 1 = 100' 7. 9 � - A CF g co I ------------ ----- ---- - - �- -- 4 9 N � 5 -'* 15 I S GNALPLAC a --3 � J R 26(S) -- -- ✓ Z R�W � 1 lr Rte) 0 15 Q �- N MILLIKEN �mcn 1 ; + � � I ;;-�' I I I � I AVENUE � . O N I I I ( I � 3 FOOTHILL BOULEVAR D TRUCK ROUTE R35 SPECIAL LEGEND: —�- INDICATES SIGN -M BE MOUNTED ON ST. LT POLE. i I 1 INDICATES SIGN TO BE MOUNTED ON SIGN POST. I I 1 i I 1 I I 112 111 112'i 14' I O RA4 lyj � I I Io' - - - -- - - - — — -- - — -- -- -- --- j �t cn s2 _ may_ — -- I i - -- --- --- - -- --- -- --- - I1 ---------- -ice I • p I - 326' - -�� 1 rt - - . . -- - • 323. 9 - cm ►'` _ step - - - - --- --- �n — - N I fV °O' TRAN3 CF !Q3 0 I5 M R18-2.1 zl I I I I 150 W Z m W — Ln J F- W hjJ Qt0 W I� aW J IX ^ �oQ � � � �� � 0 mV N � j 0 o3aW 1I10 II tl it II 16 � w N J O m � Jp y _j _j It U- > N -- to <n v I ( DUAL H.C. RAMPS CHANGED TO SINGLE _1 _ a. m10000 I I ® H. C. RAMPS 9 4 94 � ( DESCRIPTION OF REVISION DATE CITY II II APPROVED SIGNING a STRIPING NOTES. FOOTHILL BOU LEVARD MILLIKEN AVENUE CITY OF RANCHO CUCAMONGA OI PAINT 4-INCH WHITE DASHED STRIPE WITH TYPE "G" MARKERS PER CITY STD. No. 133. SIGNING AND STRIPING O2 PAINT 4-INCH WHITE SOLID STRIPE WITH TYPE "G" MARKERS II INSTALL R7 (24" X 30") AND TYPE "K" MARKERS PER CITY STD. NO. 130. ® INSTALL TYPE 'A" MARKERS 20' O.C. PER CALTRANS STD. A20A. PER CITY STD. NO. 133 . 12 INSTALL FLEXIBLE TYPE "L' MARKERS 150' O.C. (TYP) PER CITY STD. NO. 130. ® INSTALL STREET LIGHTS 16000 LUMEN HPSV BY SCE. MILLIKEN AVENUE EXTENSION O3 PAINT 8-INCH WHITE SOLID STRIPE WITH TYPE "G" MARKERS I INSTALL FLEXIBLE TYPE "L' MARKERS 20' O. C. (TYP) PER CITY STD. NO. 130. FROM STA. 40+00 TO 450' N/0 FOOTHILL BLVD a PER CITY STD. NO. 133 . „ „ ® INSTALL STREET LIGHTS 9500 LUMEN HPSV BY SCE. ® PAINT 4-INCH YELLOW SOLID STRIPE WITH TYPE "H" MARKERS ® INSTALL WI(36 X 36 ) PER CITY STD. NO. 401 - B. 25 SANDBLAST ALL CONFLICTING STRIPING AND REMOVE OR FOOTHILL- BLVD. 480 W/0 TO 500' E/0 MILLIKEN AVE . 24' O.C. (TYP) PER CITY STD. 133. 15 INSTALL TRAFFIC SIGN ( AS NOTED ON PLAN ) RELOCATE CONFLICTING RPM'S AND SIGN AS NEEDED. _ APPROVED BY: DATE: � 05 PAINT 4-INCH DOUBLE YELLOW SOLID STRIPE WITH TYPE "H" 16 INSTALL MEDIAN EDGE LINE PER CITY STD. N0. 133. ® PAINT TWO -WAY LEFT TURN LANE PER CITY STD. 133. CITY ENGINEER RC.E N0. 24953 MARKERS PER CITY STD. 133. 6 Q REMOVE AND SALVAGE EXISTING SIGN aPOST. DESIGN RECOMMENDED RE- PAINT EXISTING STRIPE a LEGENDS. 7 PAINT 4- INCH WHITE SOLID STRIPE PER CITY STD. NO. 133. i® REPLACE EXIST. W7 AND R35 WITH R61 - 13M . BP CIT PREPAREDY OF RANCHO BY: A lei ou , HO CUCAMONGA 8 PAINT TYPE I ARROWS 75 O. C. 19 PAINT 12-INCH SOLID WHITE CHEVRONS AT 20� DRAWN I'T'O.C. 10500 CIVIC CENTER DRIVE SHEET 9 PAINT LEGEND, SYMBOL OR ARROW AS SHOWN. INSTALL DETAIL 378 PER CALTRANS STD. PLAN A20C. MA RANCHO CUCAMONGA, CA 91729 __4_ 4 _OF 10 INSTALL W41 (36" X 36") PER CITY STD. NO. 401-B. CHECKED E. NO DRAWING NO. ©I INSTALL TYPE "H" MARKERS PER CITY STD. NO. 133 (EXCEPT AT 12' O.C.) - DATE FILE E NO v SHEET 14 OF 19