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1705-S
417V ; r_416L, alsu� �\ POLE SCHEDULE PHASE DIAGRAM _ J_ _ J J L - J \ PLACEMENT GROUP A GROUP B J Z - - - - - - - No STANDARD LUMINAIRE SIGNAL MOUNTING PPB PER STD PLAN ES-3c SIG. LUM. HPSV I.I.S.N.S. o _ _ TYPE HEIGHT VEHICLE PED PHASE ARROW A e LEGEND r r - � r 110E I M.A. M.A. A R 29-5-80 N 16.8 55' R 4.6 15' R)9.2[30'- R 200 W (R) MAS (R) MAS RSV-1-UM ♦ (R)SP- * - 1 .82 0.91 R Milliken "`I C� I o , o �- - J�i^� 1- - J ;)- - (Jt,1MPER TO j418U) - - - - C 1 15 4.6 15' 9.2 30 200 W SV-2-UM ♦ SP-1 -T 8 - Z - _ _ _/_ J I { { 4- - - Foothill r0L Cr. C Ol� C 29-5-80 19.8[65 4.6 15 9.2[30'] 200 W MAS MAS,MAS SV-1 -UM ♦ SP-1 -T 6 - - - 00 x D LO CN p 15 4.6 15' 9.2 30' 200 W SV-2-UM ♦ SP- 6 -� FUTURE FUTURE } 3 E 29-5-80 16.8[55'1 4.6 15' 9,2[30'] 200 W MAS MAS SV-1 -UM ♦ SP-1 -T 4 �- - - Milliken o F 15 - 4.6 15; 9.2 30 200 W SV-2-UM ♦ SP-1 -T 4 _ _ Foothill BLVD PHASE 1 PHASE 2 PHASE 3 PHASE 4 x r , 417E { 7J U - I _ _j(� SIGN TO 07) ] 1 FUTURE FUTURE G 29-5-80 19.8 65 4.6 15 9.2[30'1 200 W MAS MAS,MAS SV-1 -UM ♦ SP-1 -T 2 - N O� - - - - J { 3.66 3.35 3.66 4 27 H (R)15 - R 4.6 15' R)9.2 30'] R 200 W RSV-2-UM ♦ (R)SP-1 -T (R) 2 3.80 1 .52 0 I [12'] [11'] [12'] [14 ] I z Z `'` ��4,,8& 3.'35 3.35 3.35 3.35 3.05 o I [16'� [1"1 '] [11'] { [11 '] [11 '] [10'] ALL EXISTING POLES AND EQUIPMENT DESIGNATIONS ARE PER CALTRANS STANDARD PLANS, JULY 1992 v � { ALL EQUIPMENT IS EXISTING UNLESS OTHERWISE INDICATED. o { (R) = RELOCATE AND REUSE EXISTING. PHASE 5 PHASE 6 PHASE 7 PHASE 8 I , o (N) = NEW. o o ^ [ ] = IMPERIAL UNITS `x i co Or- - -- _ * = PLUG HOLES IN POLE cv o r `� { ' CONSTRUCTION NOTE: N \ r + + `� ♦ = REFER TO STATE STD PLANS DATED JANUARY 1988. B p -- - { L _ _� �- - --� ❑1 RELOCATE EXISTING MODEL 170 CONTROLLER ASSEMBLY AND TYPE 332 CABINET { TO NEW FOUNDATION. REMOVE EXIST FOUNDATION COMPLETE. CONFIGURE TO W z { { I " PROVIDE OPERATION SHOWN ON THIS PLAN. 78C6PRI19 SIC ❑2 REMOVE EXIST SIC BETWEEN ELM AVENUE AND MILLIKEN AVENUE. 04 & 4! U 418E \ r _ I�- _ { { 8 6E t2P41-9 SI FLIT (OL A) _ r _ , , ,L _ ,L _ J 4 { { BC 2 86.87 285 TO X-WALK INSTALL NEW SIC AS SHOWN. r' { I - I +' ' ' ' { 9 ❑3 COVER TENON WITH METAL CAP. ' y J i { -47- 12 PR #19 SIC __------ { - t-- _ - �\ 53C. 6PR 19 SIC, 10 GROUND 43.58 143 TO X-WALK EXISTING TYPE III SERVICE. DO GENERAL NOTE: ! \r EX 63[2.5"]C. 8-DLC EX 53[2" C. 4-DLC. R/ R w 3 � �5 T- -, r -; I _I_ _I_ B 1 . ALL WORK, MATERIALS AND EQUIPMENT SHALL CONFORM TO THE REQUIREMENTS / / % ; r _ __-1 "--r I r-- I O INSTALL #10 GROUND INSTALL #10 GROUND OF THE CALIFORNIA DEPARTMENT OF TRANSPORTATION, STANDARD PLANS DATED f �` - ? -;x� ; + ' + L _ _J �- - r 7 r`j r'- �. X 53[2"]C JULY 1997 AND STANDARD SPECIFICATIONS DATED JULY 1995 AND THE SPECIAL J L _ J _-�_____ -_ J - -, 1/2 6PR 19 SIC 3-DLCL IO NASI_ 081E _PROVISIONS FOR THIS PROJE I_- -J__�_ .l - 08 08 08P 08 & �EXISTING,l 2. INTERSECTION LIGHTING SHALL NOT BE INTERRUPTED DURING PROJECT CONSTRUCTION. X. R73-5 / I ^` i u FLIT (OL C, - ---- 3. CALTRANS ELECTRICAL OPERATIONS PERSONNEL SHALL RECEIVE A THREE-DAY �-�` �� ��. �' v 05' - 06 do EUT OL B- I� ADVANCE NOTICE PRIOR TO-SIGNAt'-ACTiVATK)N. -,_~ �7 �3 �4P EX. EVP "1� N �_ +' + - __ 06 & FLIT (OL B) ;� 03 & 08 06P 06P 6J4L 1 .52[5'] N n , I ; -. --- - --` - - -- --- - - - - 53 [2"] C. 2 #6, 2 #10 & 5 J8. ^u I ; �_ ; L ._ J L .- 1.5 .- J I 1. -.-_ _ W --- W 1 - -- ` _ _ --__- - o � 5 , r 1- - w _--_._-__.�.----- --- . L .176,� ,� ; �� � E X I ST I N G A ; I I o� � I + 78 [3"] C.3 MI6 (EDISON) , -112 q &�" X. EVP W I �ti ; , LOOPS B , L _ ..i 0- 1 L _ LIJ I I I I 1 _ I � --_--___ --. REASSIGN TO 05 .- - -- -r--,� cD � - - � - - 1 - u 213Us I 511Ur 56 �� � ' � � 57 8 ( I L _ � uL _ 61 _ 01 FOOTHILL OULEVARD _ + _ >1 - 105 9.14[30'] (S.R 66) 6J3L (REASSIGNED TO 01) � N r -� , , , � tU 4.5715 1ItL � + ►� 5J9U + I , I - I r -1 - L� L , (0 N _ - 511E + + I I I L I I I r L _ J L _ y , L EX. R73-5 212U r , r _ � _.. `_ _.. -- - __ � _ - _ - __ - _1I ,y cam'" I �- I > > L I Ex. R73-5 coo N r' ` 7 I cv , -_--- ---- - + cv , I , J z i 02 & 05 ,� u 212L , __ I _ i 'I r- - -i j r-, ---- - -- -- - - -- ,_ �, - ;-L _ LLI _. .1 0 EX. EVP ----- --- - -- AB L N J - , ; I � ; o � NOTE. T �t _ - -- -- _-� - -- - - -- _ _ _ I _ _ N�_.i_ I SPECIAL PROVISIONS FOR `•-', - _ r _ THIS WORK ARE ON FILE IN -- - _ _L _ f� 2 12 PR #1.9 .SIO--- - -- - - -- j -- . �___-__---___-_-- r T __POLE & _ - 3 78C, 6 PR19 SIC, 10 GROUND I'� �� �� l EQUIPMENT ' . 02P THE CITY ENGINEERS OFFICE - \ - _ \• �, I' �' B ALL EXISTING ER$ `� r 0SOUTH LEG LOOPS MASTARMr- i I N ____-_ FILE. P.M. 15295 n I 02 & . - I; ---- -- --- � ---- u 110U , I u ,1J�+I _ 02P �UT(QL D) -___ , (JUMPER TO 214L) �_ _ of - ��-- = _ _ `s awl,) ��_� 2 78 [3C' POLE & ? A - J-----------_. --- -------- -_" _ _ _.�� c- ' 01 12 PR 19 IC, RL 00 & #10 GROUND , EQUIPMENT EX 53[2"] C. 3-DLC. - -- _ _ ,� :`� ���� 04 & + __� - j -__. _ _ INSTALL 10 GROUND EX 53[2"]C. 5-DLC. + ? 07 ' S INSTALL 10 GROUND /�^ . , •_ __ _-._.___ --07 _�-~ I - . A IT 8J8U 8J8U P L BOX - - - - - - - F 0T 4 8J8U _ 8J8U AB RC EX 35[1.5 ] C. 2-DLC. - - - _ _ _ _ _ EX. SCE HAND HOLE c, ��I L ; I INSTALL 10 GROUND 43.58 - - 3C, 6PR#19 SIC, X10 GROU [143 ] TO X-WALK R/W - . 2 @jC 86 \,\/ - - - -_ - 285' - - - - - 6 O 12 PR #19 S� ,rM ] TO X-WALK 2 EX 1 1 C, �., �' _- � _� i. _ _ � __ _ _. _ ._ _ _ _ _. . _ L _ .� `1011 UT OL C / EX 1 V2-C, INSTALL INSTALL 1'8 PR#19 SIC, r- _ T _ __ _ - ( ) 1 •200 0 2 12 PR SIC TO ELM AVE CONTROLLER & #10 GRO6�ND i { 19 "� \: PULLBOX / Scale. " # © � ' & 10 GROUND \ 04 & 107 { ��/ { i 8J8L L 53C. 6PR#19 SIC, % - GROUND METRIC UNITS CONDUCTOR SCHEDULE CONDUCTOR SCHEDULE CONTRUN NO. . \ EX. EVP EXh R73 5 I SJ8L L 8J8L AWG CIRCUIT 2 3 4 5' 7# 9 AWG CIRCUIT r #RUN NO, R # \ I 41 C., 9-DLC, (0 GROUND ,I ® © ® © ® an ® ® { 01 - 3 3 3 - - - 3 3 #10 I.I.S.N.S. 2 2 2 2 - 2 2 - - \ I , o I / 02 = 3 3 3 = 3 3 6 6 GROUND - 1 N 1 N 1 N 1 N 1 N 1 N 1 N 1(N) \ { ; f l { FESS/ ( / O PT LASE ST21 PIA& 0a sI TS S A41> � 03 - - 3 3 3 SIGNAL COMMON 1 1 1 1 1 1 1 2 2 \ { { { { I 41/C., 7-DLC, #10 GROUND Q N'9l i 04 3 3 3 3 - - - 3 3 LUMINAIRE CK t - - 2 2 2 2 2 - - \ { { { I - ( ; I a S N• PARS �`� A PLACE s s 1A A•�D O !i•►t• p 05 - - - - - 3 3 3 3 #8 { { AB ; �- `� GVry LUMINAIRE CK 2 2 2 2 - - - - - - \ { =� { z I u•, I { c., 06 - - 3 3 - - 3 6 6 _ _ _ { � D I o I � ,Y, NO. DESCRIPTION OF REVISION DATE APPROVED LAJ 07 3 3 3 3 3 3 3 6 6 SIGNAL GROUND 1(N) 1(N) 1(N) 1(N) 1(N) 1(N) 1(N) 1(N) 1(N) 3 5 3.35 3.66 j ' 3.05 3.35 3.35 3.35 ( 3.35 3.35 ; 41.57 0� 31-04 x' 08 - - - - 3 3 3 3 3 TOTAL 4 4 7 5 4 4 4 4 4 [1 '] [11 '] [12'] ', u! [10'] 3 [11 '] 1 [11 '] ( [11'] { [11 '] [11'] [�5'] I { C PULLBOX * CITY OF RANCHO CUCAMONGA •OLA 2 2 2 2 - - - 2 2 6 SIGNAL SERVICE - - 2 2 - - - 2 2 •OL B - - 2 2 - - 2 4 4 01 _ _ - _ _ _ 4 4 4 ; I { { { ( 9�QF CA���O`� TRAFFIC SIGNAL AND LIGHTING PLAN •OL C - - - - 2 2 2 2 2 02 - 5 5 5 - - - 5 5 I I I I { i 3 #14 •OL D - 2 2 2 - 2 2 4 4 03 - - - - 4 4 4 4 4 I �' I FOOTHILL BOULEVARD AND 1. ' X 02P - 2 2 2 - 2 2 4 4 TYPE 04 - - - 6 - - - 6 6 - -� AB P L; ( � o 04P 2 2 2 2 - - - 2 2 C 05 - 4 4 4 - - - 4 4 (REA SIGN TO 0021 L 319L B RC ? Y SEAL M I L L I KE N AV E N U E 06P - - 2 2 - - 2 4 4 DLC 06 - - - - - - 6 6 6 ' I { ' I 'It � 3 08P - - - - 2 2 2 2 2 07 - - - 4 - - - 4 4 PPB 02 1 1 1 1 1 1 1 2 2 08 - - - - 7 7 7 7 7 \ - - - _ = - ;r of C) o APPROVED BY DATE PPB 04 - 1 2 2 - - - 2 2 ( ' { r r r y CITY ENGINEER R.C.E. N0. 24953 TOTAL 0 9 9 19 11 11 21 40 40 .{- PPB 06 - - - 1 - - - 2 2 EVP CABLE 1 1 2 2 - 1 1 4 4 I �� J10L 1 1 ; i ° DESIGN RECOMMENDED PPB 08 - - - - - 1 2 2 2 CONDUIT SIZE mm 53 78 78 91 N 5 N 7 78 2-782-78 N pAckm=% NS J�(.'� PPB COMMON 1 1 1 1 1 1 1 2 2 (J MPE TO 8J8L) l ; 41 C , 0 og��o� SC ■ RTAT10111 GROUP IIVC `� SPARES 3 3 3 3 3 3 3 6 6 ALL CONDUIT AND CONDUCTORS ARE EXISTING UNLESS OTHERWISE INDICATED I I 4-DLC, DRAWN 4701 VON KARMAN AVENUE, SUITE 300 SHEET FOR FUTURE USE. I 10 GROUND SC NEWPORT BEACH, CA. 92660 1 OF 9 TOTAL 15 26 34 38 15 26 30 73 73 . _ + 1 I J 53C 6PR19 SIC X10 GROUND Te1:(949)z 3-9322 Fax:(949)263-1225 (N) = NEW CONDUIT OR CONDUCTOR/CABLE i � ^� ' TO MILLENNIUM COURT CHECKED 7/17/00 DRAWING NO. INDICATES CONDUIT RUNS TO BE COMPLETELY REWIRED j PULLBOX RC wiufom F. Janusz R.C.E. No.44 2 Date 1705-$ CONDUCTOR SCHEDULE DETECTOR SCHEDULE POLE AND EQUIPMENT SCHEDULE AWG RUN No. CONTROLLER ;CIRCUIT 1 2 3 4 5 6 STANDARD VEH SIG MTG 7 8 9 SENSOR CHANNEL DETECTOR INPUT 01 VEHICLE 4 2 2 2 2 2 2 2 2 1 1-N-06 (3) 6 PED SIGNAL PPB PLACEMENT 1 HIPS I.I.S.N.S. 02 VEHICLE 3 - - - 3 3 - - - 2 2-N-06 4 14 , No. TYPE Sip M.A. Lum M.A. Arm POLE MTG 0 ARROW Luminaire LEGEND B E C 04 VEHICLE 6 3 3 - 3 3 3 3 - 1 3-N-06 (2) 14 A 29-5-80 55' 15' MAS,MAS SV-1-T - - - 250W Century(a) „ - 14' 3' 05 VEHICLE 2 - - - 2 2 - - - 2 2 1-W-04 (2) 4 PHASE DIAGRAM _ _ _ - - - B 1 -A N-2-T SP-1 -CS 6 8' 3' 06 VEHICLE 6 3 3 3 3 3 3 3 3 1 1-S-02 (3) 2 C 17-3-80 20' 12' MAS SV-1-T SP-1 -CS 6 �-- 250W Milliken - 08 VEHICLE 6 3 - - 3 3 3 3 - 3 2 2-S-02 (4) 10 * * l - - - ezo�o 13' 3' 02 PED 2 2 2 2 - - - - - 4 1 3-S-02 (2) 10 �� D 15 15' SV-2-T SP-1 -CS 8 —� 250W 14' 3' 2 1-E-08 (2) 8 _� E 61-5-129(c) 60' 15' MAa&_ SV-1-T SP-1 -CS 8 �- 250W Millennium(b) Iwo 14' 3' 06 PED 2 - - - 2 2 2 2 - 1 1-N-01 (1) 1 ' at a2 a3 a4 , F 1 -A TV-2-T SP-1 -CS 2 14' 3 #14 08 PED 4 2 - - 2 2 2 - - 5 2 2-N-01 (3) 9 O G 17-3-80 20' 12' MAS SV-1-T - 2 �- 250W Milliken es o - 7' 3' 1 1-S-05 (1) 5 o--� 4 - - 02 PPB 1 1 1 - - - - - - 6 2 2-5-05 (3) 13 * I H 15 15' SV-2-T SP-1 -CS 250W 7' 3' 1 01 & 06 EVP 3 * ALL EQUIPMENT IS NEW 06 PPB 1 - - - 1 1 1 1 - 7 2 02 & 05 EVP 4 ' O (a) - ARROWS SHALL POINT WESTERLY 08 PPB 1 - - - 1 1 - - - 8 1 04 & 08 EVP 5 a5 a6 07 08 R (b) - ARROWS SHALL POINT EASTERLY PPB COMMON 2 1 1 1 - 1 1 1 1 - L 2 FUTURE EVP 6 . = PROTECTED/PERMISSIVE LEFT TURN PHASES-WIRE Z O Y (c) - PER CALTRANS STANDARD PLANS, JULY 1997 SPARES 6 1 3 3 3 3 3 3 3 3 (x) = NUMBER OF LOOPSO CABINET FOR PERMANENT ANTIBACKUP FOR PHASES w � R TOTAL 46 120 1 15 10 261 26 20 18 8 O * = EMERGENCY VEHICLE PREEMPTION 1 do 5. U G #12 1.1.S.N.S. - 2 2 - 1 2 2 2 2 2 3l ► YA O O Y SIG. COMMON 2 1 1 1 1 1 1 1 1 1 1 l #10 LUMINAIRE - 2 2 2 2 2 2 2 1 2 ' N GA — OG YA © (p TOTAL 2 3 3 3 3 3 3 3 3 22' 22' • #8 SERVICE - - - - - - - - - GA 01 DETECTOR 2 - I - - 2 - - - - 02 DETECTOR 3 3 3 3 - - - - - � DETAIL "A" DETAIL "B" 04 DETECTOR 1 - - - 1 1 1 1 - � � ALL 12 LENSES ---N- 05 DETECTOR 2 2 2 2 - - - - - N.T.S. ALL 12 LENSES 0 DETECTOR 3 - - - 3 2 3 N.T.S. DLC 6 DE EC 08 DETECTOR 1 1 - - - - - - - TOTAL 12 1 6 1 5 5 1 6 3 1 1 - 6X12 8 O 6PR 19 INTERCONNECT CABLE - - - - - - - - - 4 00 EVP CABLE 4 1 1 - 2 2 2 1 1 ----------------------------_- -r CONDUIT SIZE 2-3 3 3 3' 3 3 3 3 2 , ALL NEW CONDUITS AND CONDUCTORS , 0 6X12 08 6 (D) - - _ R/W 9 06P 3 08 -------- - ---------------------- ---------------- ----- --------------------------------------------------- 4 04&08 285' X-WALTO --____-- K `Y _ 1 A 06 DETAIL B MILLIKEN - - R96 AVENUE --- ----- 06 - --- �— _ __- - _---r -- ----- 06 � I 6 —_�'�'-�rr� ter»� •`�--- `.�__� �r 01&06 1 p -N-O 1-N-01 9 1530' 29 33 35 DETAIL R73-7 R73-7 7 Y TYP TYP 38 N `14 1-S-05 2-S-05 �1 1/2"C./2-DLC � 1 1/2"C./1 -DLC ' 9 DETAIL A 02&0j ;n CN ■—_ N 02 02 - O 02 -- -- a - - - - N - - 96 _ - - '._ _.—.------------ .'�-___-- -------------- - ------ _.-� – —_ 1..._ l...._ . DETAIL- �- SCE HANDHOLE # H841A ,O -ft-. ~' 6 01&06 4 04&08 1 1- L 3"C, 6pr #19 SIC 0 2 , 3 - ----- - --- --- - -tea -----__- . 02P - - H 04 3 F ------------------------------------ _ --- --- ----- _ _=a ---------- ---------- --- - -- ------------ \_R/w #-------------------------------- 4 04 2"C, 4 10, 4#12 -�- 5 6X12 , 2 C, 3#6 6 - 08 1 1 TO FOOTHILL BOULEVARD CONSTRUCTION NOTES: G I (APPROX 1100 FT) 3 6X12 2"C, 2-6 PR#19 SIC 2 a INSTALL TYPE 90 SYSTEM CONTROLLER (ECONOLITE ASC/2S-2100), EMERGENCY VEHICLE PRE-EMPT EQUIPMENT AND APPURTENANCES IN TYPE "P" ALUMINUM CABINET. TOP OF FOUNDATION SHALL BE 18'" ABOVE FINISHED GRADE. e POSITION CABINET WITH DOOR ON SIDEWALK SIDE. w 1. = 20' ❑2 INSTALL 120/240 VOLT TYPE III-BF SERVICE. IMPERIAL UNITS ❑3 INSTALL 2" CONDUIT WITH PULL ROPE 30" BELOW GRADE TO SCE HANDHOLE #H841A. COORDINATE CONNECTION WITH SCE. CONDUCTORS BY SCE. AT LEAST 48 HOURS ADVANCE NOTICE SHALL BE GIVEN TO SCE. O F4 INSTALL EVP OPTICAL DETECTOR. (PHASES AS SHOWN). 0 [5 INSTALL 1.5" CONDUIT WITH 6 PAIR #19 CABLE (SIGNAL INTERCONNECT) TO FOOTHILL BOULEVARD G 22' 22' (APPROXIMATELY 1100 FT.), INSTALL #5 PULL BOXES AT A MAXIMUM SPACING OF 200 FT. CITY [6 INSTALL 1 1/2 " CONDUIT WITH 6 PAIR #19 CABLE (SIGNAL INTERCONNECT) TO ARROW ROUTE (APPROXIMATELY 1950 FT.) Z N0. DESCRIPTION OF REVISION DATE APPROVED INSTALL PULL BOXES AT A MAXIMUM SPACING OF 200 FT. w � CITY O F RANCHO C U CAM O N GA ❑7 INSTALL SIGN AS INDICATED ON SIGNAL MAST ARM PER STATE STANDARD PLAN ES-6T, DETAIL U. _! 22 22' 8. SEE STREET IMPROVEMENT PLAN FOR ELECTROLIER RELOCATION/REMOVAL. J TRAFFIC SIGNAL AND LIGHTING PLAN 33 91 COVER TENON WITH METAL CAP. 33' ' MILL 1 KE N AVENUE AND 10 INSTALL SIGN(S) ON SIGNAL POLE AS INDICATED. ' SEAL CENTURY COURT / MILLENNIUM COURT NOTE: SPECIAL PROVISIONS FOR , GENERAL NOTES: l - . v 'S n�: APPROVED BY DATE l l THIS WORK ARE ON FILE --------- --- - -- ''�' ' F /^•q�F CITY ENGINEER R.C.E. 0. 24953 HA CONFORM TO THE REQUIREMENTS _ 1 . ALL WORK, MATERIALS AND EQUIPMENTS LL IN THE CITY ENGINEER'S OFFICE DESIGN RECOMMENDED OF THE CALIFORNIA DEPT. OF TRANSPORTATION, STANDARD PLANS AND STANDARD FILE: P.M. 15295 w In '° SC :� PARE'SONSJA& SPECIFICATIONS DATED JULY 1992 (UNLESS OTHERWISE INDICATED) AND THE 4F tap61 1�! * TRANfPORTAT1 N GROUP 11110 SPECIAL PROVISIONS FOR THIS PROJECT. CIVI DRAWN 4701 VON KARMAN AVENUE, SUITE 300 SHEET 2. FOR ADDITIONAL GENERAL NOTES AND DETAILS, SEE SHEET 5 OF 10. off tit cq�\fSC NEWPORT BEACH, CA. 92660 2 OF 9 Tel:(949) 3-9322 Fax:(949)263-1225 CHECKED 7 i7 so DRAWING NO. Williom F. Jonusz R.C.E. No.44 Dote 1705-5 DETECTOR SCHEDULE CONDUCTOR SCHEDULE awl ONE I LOOP/INPUT DETECTOR DEE AWG CIRCUIT ® ® N ® ® ® 75' 77' POLE SCHEDULE 1 1 3/3 1-S-12 S 01 - - - 3 - _ - 3 3 STANDARD SIGNAL MOUNTING PPB 2 4/4 2-S-02 S 02 3 3 3 3 - - 3 3 � No LUMINAIRE I.I.S.N.S. 2 1 t 1 3-S-02 S 03 _ _ - - _ 3 3 3 3 62 53 SIG. MUM. HPSV LEGEND TYPE HEIGHT VEHICLE PED PHASE ARROW M.A. M.A. 2 2 2 5-S-02 Q 04 3 3 3 6 6 a A 26-4-80 40 15 30' 200W - MAS,MAS SV-1 -UM SP-1 -C 6 � Milliken a+0o 3 1 7 7 t-S-05 S 05 3 3 3 3 3 3 3 6 6 _ _ _ _ 2 8/5 2-S-05 S 06 - 3 3 3 3 3 Z Z Z B 15 15 30' 20OW SV-2-UM SP-1 -C 8 —� 07 - 3 3 3 - - - 3 3 I 1 4`i - �� �� C 29-5-80 55 15 30' 200W MAS AS(N),MA SV-1 -UM Sp-1 -C 8 f— Arrow 11300 4 1 5 5 4-S-o5 S ' �, 1 �{ , j I I p 15 - 15 30' 200W - - SV-2-UM SP-1 -CE 2 - _ l 30' 20OW - MAS,MAS SV-1 -UM SP-1 -C 2 f— Milliken e500 2 6 6 4-S-02 Q 08 - 3 3 3 - 3 3 6 5 VE 1 11/10 1—N-06 S • 02+3 2 2 2 2 _ - - 2 2 ^__ - � � - ' E 29-5-80 40 15 2 12 11 2—N—O6 S •04+5 - - 2 2 - 2 4 4 - I - I F 15 - 15 30' 200W - - SV-2-UM SP-1 -CE4 - - - - 6 1 9/8 3-1 S • 06+7 - - - - 2 2 2 2 2 J - -- _ _ ___ _ ---- ��- G 29-5-80 50 15 30 20OW - MAS,MAS,MAS SV-1 -UM SP-1 -C 4 - Arrow ,zoo 2 10 9 5-N-06 Q #14 • 08+1 - 2 2 2 - 2 2 4 4 - _ _ _ _ 1 15 14 1—N-o1 S 02P 2 2 2 2 - - - 2 2 { I I �_�1dIM H 15 15 30' 200W SV-2-UM SP-1 -C 6 - 2 2 16/12 2-11 1 S 04P - - 2 2 - - 2 4 4 X ALL EQUIPMENT IS EXISTING UNLESS OTHERWISE INDICATED. 1 13/12 4—N-01 S 06P - - - - 2 2 2 2 2 8 08P - 2 2 2 - 2 2 4 4 { I I j / (N) = NEW 2 14/13 4-N-06 Q I a m / (R) = RELOCATED 9 1 19/17 1-W-04 S 02 PPB _ 1 2 2 _ - - 2 a in ; I I I I INSTALL 1 1/2" CONDUIT 2 20/18 2-W-04 S 04 PPB 1 - - 2 2 00 III I i I I 1 / WITH 6 PR.#19 SIC 10 1 17/15 3-w-04 0 06 PPB - - - - - 1 1 2 2 l ( { { { CABLE TO MILLENNIUM COURT 2 18/16 2-W-07 S 08 PPB 1 1 1 1 1 1 1 2 2 I I - - { (APPROX 1950 FT) MAXIMUM P H AS E D I A G R A M 11 1 23/21 1-E-08 S PPB COMMON 1 1 1 1 1 1 1 2 2 " I I I j1_ ]l 1 O � PULL BOX SPACING SHALL GROUP A GROUP B (F)21 24/22 2-E-08 S SPARES 3 3 3 3 3 3 3 6 6 EX 2 C. 3-DLC. _ I - BE 200 FT. 1 21 t9 3-E-08 Q TOTAL 15 26 34 38 15 26 33 73 73 - -- -- - - 12 2 22 20 2-E-03 S #12 I.I.S.N.S. 2 2 2 2 - 2 2 2 - (16') Ij11 ' (11'(11')^ 1 (12') (11 ')'(4 ) 12'I 11' ` 16' 13 1 27/25 3-S-05 S SIGNAL COMMON 1 1 1 1 1 1 1 2 2 I I i I I - 2 28/26 3-N-01 S #10 LUMINAIRE CIR.1 2 2 2 2 - - - 2 - 14 1 25/23 1-W-07 S LUMINAIRE CIR.2 - - - - 2 2 2 2 - 2 26/24 1-E-03 S TOTAL 3 3 3 3 3 3 3 6 2 i I I 1 ? uj { 15 1 31/29 6-S-02 Q 06 SIGNAL SERVICE - - - - - - - - - -- I I �. N PHASE 1 PHASE 2 PHASE 3 PHASE 4 2 32/30 6-N-06 Q 01 - - - - 4 4 4 4 4 - - - -___t— —1-, \ . r __ N _ 16 1 29 27 4-W-04 Q 02 - - - 6 - _ _ �6 6 EX 2" C. 5-DLC. I M`�' g { I w i �- 2 30 28 4—E-08 Q 03 — : " s : " _ I I I , r— r __ , ` I Z F 1 35/32 3—E-03 S P 04 — — — — — — 4 4 4 I I f ` - N / I I 17 F 2 36/20 4-E-03 S C 05 - - - 4 - - - 4 4 I Z I I F 1 33 31 3-W-07 S DLC 06 - - - - 6 6 6 6 6 1g _ z 2 I �' I ,n I I PHASE 5 PHASE 6 PHASE 7 PHASE 8 (F)2 34/16 4-E-07 S 07 - - - - - •1 1 - '1 2+5 EVP - 08 - 2 4 4 - - - 4N 4 4+0 I �' \ 19 2 - •2 4+7 EVP - TOTAL 0 6 8 18 10 10 18 36 36 = Y y i i I ; 1 -/03 6+1 EVP - OPTICOM CABLE 1 1 2 2 - 1 1 4 4 I-.- 0 + y - Imo'_\-, 20 • +3 6 PAIR 19 CABLE - 1 N t N ' - - 1 - - _ - ALL SENSOR UNITS EXISTING PULL ROPE - - 1 1 - - - - - �� r =�` -��J - �, 4� - �`- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - - - - - - - - — — — — UNLESS OTHERWISE INDICATED. CONDUIT SIZE 2 3 .5' .5' .5' 3" 5' • ' ©' T j� �� (F) = FOR FUTURE USE. PERCENT FILL 15(E)18(E 17(E) WE 22(E 19(E) 5(E 2(E 2(E '- - - ' - ' LOOP 2- 03 DLC 6 T�_; L _ _ r �� y,� , / FOR FUTURE USE. All S = STANDARD DET. • = FOR FUTURE USE. TERMINATE IN ASSOCIATED THROUGH <j - PHASE TERMINAL COMPARTMENT. / - - _ �` ' = Q DISCONNECT. W • 02P j2 = EVP INPUT. = 2-3.5" (E) = EXISTING CONDUIT 5 c-. • - _ - - - - 0 021 N = NEW CONDUIT OR CONDUCTOR/C 05 06P 07 08P 08' \ 1 Y I 111 4, _ 1 - nLr) _ L._.- -- ____-_- � I I I l � : c, --- __ _--- ---- - _ G _ L1 ----- - -- v - ---- G - _ __- --- --- _ _. 08 — ' \ • - 1 N I f ---- -- -- ARROW +3 EVP - - -- -- . 1-E-08 - _ - - - -- go - - - -- -- -- -- - r - _ 87 � ' - -- - 1 f — — -- — — -- -- — — -- _ -- — — — — T A f 1 � 1 I- -_ __ _._ ._ -- r - - , r\ ` �. 1 1 ', I • /f ' 4&7 EVP - ; N r __ ..-_._--___.._...C_.__.-_.- 1 1 - - - 1 _ F IL (5') 04 4-W-ll 04P ' h 1 1 1 �,�- __- - - - - __ -� - - - -- _ _ - ----- ---------- . __-- - -_ - - -- - --- - 02P 04- _ 3 1, �,R73-6 `EX. Q r / N =06 a 01 -� _-y- _.— PROTECT 1 5 C ULL ROPE. EXIST 1 .5"C _._.. .� ^� EXIST. 1 .5" C. �/Pll!�OPE. 2-DLC. /P 1 -SIC TO WHITE 285' TO X-WALK. L EXIST 1 .5"C ! `` -r ` ` OAK AVENUE 2-DLC, LOOP 2-07 DLC \ /` _; - '� _i _ r ` - - , - - , `� I 3 1 -SIC FOR FUTURE USE - EX. SERVICE ` �- 1 - 6 (APPROX 5550 FT) - 4_� _ _ _ _� CONDUIT �N7 EDISON VAULT fl� y r - ( 02 ( 285' TO X-WALK, CONSTRUCTION NOTES: ! 2 I 4 _ I , 1 EXISTING TYPE 90 SYSTEM CONTROLLER (ECONOLITE ASC/2-2100), EMERGENCY VEHICLE PRE-EMPT EQUIPMENT AND APPURTENANCES IN TYPE "P" ALUMINUM CABINET. MODIFY TO ACCOMPLISH PROPOSED OPERATION. ! I 11.5"C 2#6 - . , I I 6E ❑2 EXISTING 120/240 VOLT TYPE III-BF SERVICE. EX. 2"C 4#10 33 INSTALL 36"x 36" R73-6 SIGN ON SIGNAL MAST ARM PER STATE STANDARD PLAN ES-6T, DETAIL U. & 2#10 EX 2.�"C, 2-SIC ac j g 1 -PULS ROPEa I I EXIST. 1 .5" C., 5-DLC, 1 -SIC. I INTAL� 6PR#;19 SIC I u� u� I i 1" = 20' (I 4p) I (11'> ! (12') (!') � � { IMPERIAL UNITS GENERAL NOTES: I ► I 1 . ALL WORK, MATERIALS AND EQUIPMENT SHALL CONFORM TO THE REQUIREMENTS OF THE CALIFORNIA :EXI TIN NEMA I DEPT. OF TRANSPORTATION STANDARD PLANS AND STANDARD SPECIFICATIONS DATED JULY 1992 !ENCLOSURE FOR Z 11 ' 11 ' 12' 11' (11') I (14') AND THE SPECIAL PROVISIONS FOR THIS PROJECT. 1 ;SIC ,TERIMINATION W - - - - I I Y r - _ - _ - - - ___t EXIST. 1.5" C., 3-DLC, 1 -SIC. I I J I , 1 I CITY I I n I I 3 N0. DESCRIPTION OF REVISION DATE APPROVED x o CITY OF RANCHO CUCAMONGA Ln ' I j TRAFFIC SIGNAL AND LIGHTING PLAN - - - - T � - - ! MILLIKEN AVENUE AND EXIST. INTERCONNECT TO JERSEY BOULEVARD 1 N I (APPROX 3375 FT) SEAQ- ARROW ROUTE I I I � ( I V) V) APPROVED BY DATE72 Gd ( I 3��F`'. r_;�2 CITY ENGINEER R.C.E. NO. 24953 61' 61' NOTE: SPECIAL PROVISIONS FOR THIS � 4ao� �" DESIGN RECOMMENDED WORK ARE ON FILE IN THE CITY *� � ���Q�c, * SC PARSONS J>a 68 68 RTATK3N GRCKM II11C ENGINEERS OFFICE. ;�, , �.� SHEET tqr DRAWN 4701 VON KARMAN AVENUE, SUITE 300 P.M.: 15295 f OF C��`F SC NEWPORT BEACH, CA. 92660 3 OF 9 Tel:(949)263-9322 Fax:(949)263-1225 CHECKED 7 00 DRAWING NO. Willlom F. Janusz R.C.E. N0.44M2 Date 1705-S 5k-#.e+ ao .0 ;= GENERAL NOTES – IF X 10' [3m] USE THESE DIMENSIONS p w1 Traffic signal and highway safety lighting systems per CALTRANS Standard Plans I and Standard Specifcations, dated as indicated on the individual plan sheets and E.C.R in the Special Provisions. CROSSWALK CE DOUBLE YELLOW STRIPE STRII RE W 2. Traffic signs, stripes and legends per CALTRANS Traffic Sign Specifications, OR MEDIAN CURB FACE Traffic Manual, Maintenance Manual, and Standard Specifications. Conform LIMIT LINE O pavement legends to city stencils. Reflectorize all signs, stripes and legends. 3. Pavement markers and painting procedures for striping per Standard Specificotions 2'[0.6m]* " .. " for Public Works Construction, latest edition. G B – B 4. Locate all substructures prior to construction. Hand dig foudotions until clear 30'[9.1m] 15'[4.6m] 10'[3.0m] 5'[1 .5m]* O of obstructions. Coordinate pole installations with overhead utility or substruc– .G O ture owners. Phone Undergroud Service Alert and concerned utility companies 48 hours prior to construction. Location of utilities and substructures have been shown from a search of available records. The Contractor sholl conduct his 10 [3m]* his operation in such a manner as to protect not only the utilities and substruc– LEFT TURN LANE 3'[0.9m]* tures shown, but other utilities or substructures that are not shown on these plans. 8" WHITE TURNING LANE UNE O] 5. Obtain approval for exact equipment, crosswalk and limit line locations prior to X-6'[ 1 .8m] 2 POLE LOCATION CODE final placement. Perform preliminary striping layout prior to loop detector layout. 6. Loop detectors sholl be 6' by 6' [1 .8m by 1 .8m] , except as noted. Center loops in the travelled portion of the Ione, except as shown. 10'[3.0m] (EXACT LOCATION BY ENGINEER IN THE FIELD) 7. Vehicle indications shall be 12"[300mm], pullboxes No. 5 and conduit 2"[51 mm] 6' X [1 .8m] rigid metal except as shown. 8. Electrical services sholl be 120volt/240volt. Provide circuit breakers for signols (one 50 amp), illuminated signs (one 15 amp), and safety lighting (one 30 amp per X-6'[1 .8m] 1200 watts or portions thereof). Coordinate service detail and scheduling well INSIDE THRU LANE 2 in advance of need. See service wiring detail this sheet. 4' LANE LINE OR 8" TURNING LANE UNE 9. The CONDUCTOR SCHEDULE is furnished as an installation guideline only. It shall be i �[ ] the Contractor's responsibility to provide the correct conductors required for 3'[0.9m] the intended operation. i 5T, 10'[3.0m] 6'[1 .8m] 'r� '[I�"l —Z S 1 76rTn 7UIN��, /" 8"[200mm]UC 1 sly 16 2 OUTSIDE THRU LANE [419mm] 6"[152mm]LC [13rrwn� 4" [1 .5m] [0.3rn1 0 0 [101mm] UTILITY COMPANY TEL. NO. r 5' 1 ' ALL DIMENSIONS TO OF STRIPE ELECTRICITY – SOUTHERN CALIFORNIA EDISON COMPANY (909) 947-8269 GAS – SOUTHERN CALIFORNIA GAS COMPANY (800) 422-4133 PHONE – GENERAL TELEPHONE COMPANY (909) 608-1230 PACIFIC TELEPHONE COMPANY (800) 422-4133 WATER – CUCAMONGA COUNTY WATER DISTRICT (909) 987-2541 j SEWER – CUCAMONGA COUNTY WATER DISTRICT (909) 987-2541 LOOP DETECTOR PLACEMENTI.I.S.N.S. LEGEND DETAIL UNDERGROUND SERVICE ALERT (800) 422-4133 REFER TO PLAN FOR DISTANCE [X.X] METRIC EQUIVALENT a TO ADVANCE DETECTORS [X.X] METRIC EQUIVALENT N w a BASE LINE ROAD I � w RA V1Sl A I w � TER qy ( U Z w U? wLj Q Q CHURCH ST. m I MILLER ST. Y w C C�G'QC Z w v I �o�� FNIFR 'y DRIVE Ln o I 15 �G (D F` Of ,F-w— MAYTEN AVENUE CHERVIL ST. (FUTURE) ( BOULEVARD FOOTHILL 66 z I MASI DRIVE CITY w ' NO. DESCRIPTION OF REVISION DATE APPROVED = U CENTURY MILLENNIUM a COURT COURT CITY OF RANCHO CUCAMONGA CENT R DRIVE SEBASTIAN WAY �, TRAFFIC SIGNAL ELECTRICAL DETAILS ARROW o� ROUTE FOOTHILL BOULEVARD AND MILLIKEN AVENUE MILLIKEN AVENUE & CENTURY/MILLENNIUM COURT SEAL MILLIKEN AVENUE AND ARROW ROUTE TRAFFIC SIGNAL LOCATION - APPROVED BY DATE Od CITY ENGINEER R.C.E. N0. 24953 DESIGN �, PARSONSRECO MENDED $C 'M TpA1VSPORTAT101V GROUP II11C LOCATION MAP DRAWN 4701 VON KARMAN AVENUE, SUITE 300 SHEET SC NEWPORT BEACH, CA. 92660 SCALE: 1 "=0.5 MI. J Tel:(949)263- 322 Fax:(949)263-1225 4 OF 9 CHECKED DRAWING NO. ilhom F. Jonusz E. No.4400 Dote 1705-5 R18-2 R26 E E R26 E II MIL�JKEN AVENUE R 2 6 Q E -------------------------------------- -------------------- -- ..... ----- + i ii --- ----- Lo C-1 4 WHITE METROLINK 6 E TO STA. 80+47± ----- ..... Cj) Lu Z R2(50) :3 E .2 ----- ----- ----- ----- 0 FIRE E STATION R8 CN E NOSED :R81B 1,50 50 , W41EI-I 0 �4�,R*�SE I TYPE L F\L R SIB �� �i pLL AlD R81 I I I % I R26(S) 6 W ALL SB UNLESS OTHERWISE NOTED R 205 E W74(R) 6 R26 E 6 W41 R26 E W74(L) s s R18-2(L) R 20-0-2 u. 0 C 2. A XLaF5) R26(S) O 500' TO X-WA E I "CAUTION E RG(5.) 5AFF SHEET" 15 OF 32 HIGH PRESSURE GAS PIPELINE" SIGN PER STATE R/W '7 DR WG. 1333 -S 7 %9 _ - LL1 It STD PLAN A24D N R18-2 R35 (J- ) R18-2.1E4 E L R26(S) ui p el R26(S) u') R7 _E-TYPE AVENUE - R 18-2.l[E}, _rn R2(50) E + R26 TYPE IV(L) R26 E lt_�4- _-- I - - \\�7� 7 1 3 7 MILLIKEN p cc 4- -'K -4 JOIN EXISTING STRIPING 21 TYPE I\LJL) 7 0 R7 r- ul ----- --------- L + TYPE IV(L) 7 TYPE K 13 .... ----- ..... Lo Z__-_---------- - __ -, I, " --- - 11111111111111 �:i ----- ----- N C:) C141 --------- lld'� 4 ---- ----- -- ----- --- ------- - - - ---------------- C14 24 3- ------- 21 22 U) 4�1 3751 3\ro w cin C14 100, z 6 10 o, cc El -------- J"PE L 370' C) ..... ----- 00 s R26(S) < ---- --- ----- E 6 In X 6 1151 --, - --�*7 - - - - - - - - - - - - - - - 100 3 R/W R26 300' R18-2.1 W1 R 18-2.1 JOIN EXISTING E 1 6 E 2 s 8 STRIPING I TYPE IV(R) I It ALL NB 7 TYPE IV(L) 4�91 R2(50) R18-2 C93 E 7 01 R26(S) L TYPE L s L R26 TYPE IV(R) R26(S) R26(S) E EflJ 0 L "CAUTION HIGH PRESSURE 7 L R35 6 GAS PIPELINE" SIGN E G93 I I, I R20B E 1 6 R20D-2 8 ') 1(12') L(l 2') 11' 5 G93A 18 2' 13' TYPE IV (R) (2 AXLES) 7 6 4" WHITE SIGNING & STRIPING NOTES: TO STA. 96+18± SIGNING AND STRIPING GENERAL NOTES: 2 6 EX CHANNELIZING EXISTING SIGN TO REMAIN. STRIPE 1. ALL WORK, MATERIALS, AND EQUIPMENT SHALL CONFORM TO THE REQUIREMENTS OF THE CALIFORNIA DEPT. OF TRANSPORTATION, STANDARD R81 RELOCATE EXISTING SIGN AS INDICATED. L PLANS AND SPECIFICATIONS DATED JULY 1992, CITY OF RANCHO PI �o R26 CUCAMONGA STANDARD PLANS AND SPECIFICATIONS, AND THE SPECIAL REMOVE EXISTING SIGN & POST AS NOTED. It R18-2.1 PROVISIONS OF THIS PROJECT. L RE-PAINT EXISTING STRIPE, ARROW, OR LEGEND 50 it It 2. PAINTED TRAFFIC STRIPES AND MARKINGS SHALL BE APPLIED IN TWO COATS. F11 INSTALL 4- SKIP WHITE RPM (CERAMIC) LINE PER CITY STD. NO. 133. 0 TYPE IV (R) 3. ALL CONFLICTING LINES AND MARKINGS SHALL BE REMOVED BY WET F21 INSTALL 4" SOLID WHITE RPM (CERAMIC) LINE PER CITY STD. NO. 133. JOIN EXISTING STRIPING 7 SANDBLASTING OR OTHER APPROVED METHODS PRIOR TO INSTALLTION OF t NEW STRIPING. ALL CONFLICTING RAISED PAVEMENT MARKERS SHALL BE F31 INSTALL 8" WHITE RPM (CERAMIC) CHANNELIZING LINE PER CITY STD. NO. 133. 1,yps IV (Al A - REMOVED. n4 PAINT 4" DOUBLE YELLOW CENTERLINE PER CITY STD. NO. 133. 4. PAVING DAMAGED DUE TO THE REMOVAL OF RAISED PAVEMENT MARKERS p SHALL BE REPAIRED TO THE SATISFACTION OF THE ENGINEER. 1 40' F5� PAINT 4" SKIP YELLOW CENTERLINE PER CITY STD. NO. 133. 5. INSTALL BLUE PAVEMENT MARKERS OPPOSITE FIRE HYDRANT LOCATIONS F61 REMOVE EXISTING STRIPE, ARROW, OR LEGEND. REMOVE RAISED PAVEMENT MARKERS. PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NO. 134. IMPERIAL UNITS F-71 PAINT LEGEND, SYMBOL, OR ARROW AS SHOWN, (CROSSWALKS WITH TRAFFIC SIGNAL CONSTRUCTION) 19 6. TRAFFIC SIGN DIMENSIONS, COLORS, AND LETTERING SHALL CONFORM TO THE LATEST CALTRANS SIGN SPECIFICATIONS SHEETS. SIGN CODES SHOWN F81 INSTALL SIGN(S) & POST AS SHOWN. 10 HEREON ARE TO CONFORM TO CALTRANS SPECIFICATIONS SHEET CODES. R26[0REFLECTORIZE ALL SIGNS. A2Rtcoor TVR,-4 LANE OAJ MIL,1,19,6AJ % Og PAINT 4" SOLID YELLOW CENTERLINE WITH TYPE "D" MARKERS PER CITY STD. NO. 133. 7. ALL SIGNS SHALL BE NEW (OTHER THAN THOSE SHOWN TO BE APDF-0 RIGHT 7URq LANES, 50U-M SIPE ARMW IROUTF- jo_,z+-ot Ij)\(15' PAINT 6" WHITE BIKE LANE STRIPE PER CALTRANS DETAIL 39. RELOCATED). ALL NEW AND RELOCATED SIGNS SHALL BE MOUNTED ON CITY BIKE LANE & ARROW NEW POSTS WITH NEW HARDWARE. SIGNS DESIGNATED FOR INSTALLATION NO. DESCRIPTION OF REVISION DATE APPROVED PER CALTRANS STD 11 INSTALL TYPE "H' MARKERS PER CITY STD. NO. 133. ON EXISTING STREET LIGHT POLES SHALL BE MOUNTED WITH NEW 1' 5' 13 PLAN A24A,D HARDWARE. I PAINT 4" DOUBLE YELLOW SOLID STRIPE WITH TYPE "Hw MARKERS CITY OF RANCHO CUCAMONGA I BC PER CITY STD. NO. 133. [xx] INDICATES IMPERIAL UNIT EQUIPMENT. SIGNING AND STRIPING PAINT 4" SKIP WHITE STRIPE PER CALTRANS STANDARD R18-2.1 R 6 8 MILLIKEN AVENUE PLAN A20D, DETAIL 40. RL R26(S) G211 2(f ) SPECIAL FROM 880' S/O ARROW RTE. TO STA. 28+00 INSTALL SIGN ON EXISTING POST OR STREET POLE AS SHOWN. E 4 1 TYPE IV(R) QUAKES" SIGN :1 2. t 'I 2, 7 ARROW ROUTE 14 SEAL SEE STREET IMPROVEMENT PLANS FOR STREET LIGHT RELOCATION/REMOVAL. rypEuv(A) 7 OEss// FROM STA. 80+47 TO STA. 92+70 % 4" WHITE PAINT 4" SOLID WHITE RIGHT EDCELINE PER CALTRANS DETAIL 2713. AN 6 TO STA. 96+18± APPROVED BY DATE CITY ENGINEER INSTALL 100mm E4] DOUBLE YELLOW MEDIAN PER CALTRANS DETAIL 29. R2(50) 1c, Ut(x R.C.E. O. 2495-3 E R26 58 P LA_j RECOMMENDED . 3-31-04 DESIGN INSTALL CONCURRENT WITH TRAFFIC SIGNAL CONSTRUCTION. -� PAR O � 4c 13 o/. sc ■ TRANSPORTAInON OP.OUP 11VC JAG- r1j INSTALL 8" WHITE CHANNELIZING LINE PER CITY STD. NO. 133. 10 C CL CIVIC DRAWN 4701 VON KARMAN AVENUE, SUITE 300 SHEET sc r FIRE NEWPORT BEACH, CA. 92660 L I STATION OF C 5 OF 9 9 R26 Tel:(949 26r322 Fax:(949)263-1225 MATCH LINE - STA 92+70 - SEE SHEET 6 OF CHECKED DRAWING NO. JO /726 VEN E R8 R 8 E_L�j/W74 E William F. Janusz (!0,'A.c.E. No.440M'- Date 1705-S ARROW ROUTE R26 BIKE LANE & ARROW 4it WHITE STYPE P E 10 7 dETO STA. 96+1 t I PER CALTRANS I STDs. R N A24A,D RL W41 1 o L EPICEENTER E R26 E R26 E R26 — R26 ---` \ E LL E �ER26 _ ,� i 14 Rs �o o� R26 __ - - _=-__ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — RA A, — — — — — — - - — — — — — — - — — — — — — — — — - - - - - - - - - - - - - - - - - - — — — — I �\ LU N N N W � _ ---- ----- -•-• --- ---- - ----- ----- -- -- UJIN 104:---- - _ -._: -.:r- 105- --- = -.- ------_----------= tJ4- ---_---- :_-.- --_=.--- _ 95-- ----- ------_----:_.--- --.-_- 96--: -- -:. __- .-.:__---- _-:_-_ -97-_ -•-•- ----- ----- ----- ----- --- - -- _ - O CrSSo = 0' mo ' 50iv cn � `r' v W —. -�- ME R 10.1 R26 E R26 E 2 R26 E 0 6 R26 E 3 6 R26 E 2 R26 E U b Q r1l 7 6 0 6 Q 7 0 Q 3 Rig. � 770,F /VAR) T � v`^) SHELTER 7 rypf IV(A) T_r2v _o1✓(R SIGNING $ STRIPING NOTES: SIGNING AND STRIPING GENERAL NOTES_ ❑E EXISTING SIGN TO REMAIN. 1. ALL WORK, MATERIALS, AND EQUIPMENT SHALL CONFORM TO THE REQUIREMENTS OF THE CALIFORNIA DEPT. OF TRANSPORTATION, STANDARD ® RELOCATE EXISTING SIGN AS INDICATED. PLANS AND SPECIFICATIONS DATED JULY 1992, CITY OF RANCHO CUCAMONGA STANDARD PLANS AND SPECIFICATIONS, AND THE SPECIAL ® REMOVE EXISTING SIGN & POST AS NOTED. PROVISIONS OF THIS PROJECT. © RE-PAINT EXISTING STRIPE, ARROW, OR LEGEND PAINTED TRAFFIC STRIPES AND MARKINGS SHALL BE APPLIED IN TWO Q INSTALL 4" SKIP WHITE RPM (CERAMIC) LINE PER CITY STD. NO. 133. COATS. 3. ALL CONFLICTING LINES AND MARKINGS SHALL BE REMOVED BY WET 0 INSTALL 4" SOLID WHITE RPM (CERAMIC) LINE PER CITY STD. NO. 133. SANDBLASTING OR OTHER APPROVED METHODS PRIOR TO INSTALLTION OF ❑3 INSTALL 8" WHITE RPM CERAMIC CHANNELIZING LINE PER CITY STD. N0. 133. NEW STRIPING. ALL CONFLICTING RAISED PAVEMENT MARKERS SHALL BE (CERAMIC) REMOVED. ® PAINT 4" DOUBLE YELLOW CENTERLINE PER CITY STD. NO. 133. 4. PAVING DAMAGED DUE TO THE REMOVAL OF RAISED PAVEMENT MARKERS SHALL BE REPAIRED TO THE SATISFACTION OF THE ENGINEER. ❑5 PAINT 4" SKIP YELLOW CENTERLINE PER CITY STD. NO. 133. S. INSTALL BLUE PAVEMENT MARKERS OPPOSITE FIRE HYDP.ANT LOCATIONS © REMOVE EXISTING STRIPE, ARROW, OR LEGEND. REMOVE RAISED PAVEMENT MARKERS. PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NO. 134. 0 PAINT LEGEND, SYMBOL, OR ARROW AS SHOWN. (CROSSWALKS WITH TRAF FIC SIGNAL CONSTRUCTION) 6. TRAFFIC SIGN DIMENSIONS, COLORS, AND LETTERING SHALL CONFORM TO THE LATEST CALTRANS SIGN SPECIFICATIONS SHEETS. SIGN CODES SHOWN ® INSTALL SIGN(S) & POST AS SHOWN. HEREON ARE TO CONFORM TO CALTRANS SPECIFI,;ATIONS SHEET CODES. REFLECTORIZE ALL SIGNS. 0 PAINT 4" SOLID YELLOW CENTERLINE WITH TYPE "D" MARKERS PER CITY STD. NO. 133. AOOID RT.TvRN L/1Nts sovrN SiOt ARROW Rotlr� Io-M-6( J h(7. ALL SIGNS SHALL BE NEW (OTHER THAN THOSE SHOWN TO BE ® PAINT 6" WHITE BIKE LANE STRIPE PER CALTRANS DETAIL 39. RELOCATED). ALL NEW AND RELOCATED SIGNS SHALL BE MOUNTED ON CITY NEW POSTS WITH NEW HARDWARE. SIGNS DESIGNATED FOR INSTALLATION NO. DESCRIPTION OF REVISION I DATE APPROVED 1 11 INSTALL TYPE "H" MARKERS PER CITY STD. N0. 133. OHARDWARE.EXISTING STREET LIGHT POLES SHALL BE MOUNTED WITH NEW C I fY O F RANCHO CUCAMONGA � © PAINT 4" DOUBLE YELLOW SOLID STRIPE WITH TYPE "H" MARKERS - 1" 401 PER CITY STD. NO. 133. [xx] INDICATES IMPERIAL UNIT EQUIPMENT. IMPERIAL UNITS SIGNING AND STRIPING © PAINT 4" SKIP WHITE STRIPE PER CALTRANS STANDARD PLAN A20D, DETAIL 40. ARROW ROUTE ® INSTALL SIGN ON EXISTING POST OR STREET POLE AS SHOWN. FROM STA. 92+70 TO STA. 106+00 © SEE STREET IMPROVEMENT PLANS FOR STREET LIGHT RELOCATION/REMOVAL. SEAL ® PAINT 4' SOLID WHITE RIGHT EDGELINE PER CALTRANS DETAIL 27B. o��ESSln APPROVED BY DATE © INSTALL 100mm E4'] DOUBLE YELLOW MEDIAN PER CALTRANS DETAIL 29. Q'`� CITY ENGINEER R.C.E. 0. 24953 w 2 PAR - �,� N� RECOMMENDED INSTALL C NCURRENT WITH TRAFFIC SIGNAL CONSTRUCTION. �� DESIGN �-� ® �: �-�� ��,-l Sc JA Cs TRAIVli�PORTATION GROUP INC -fir -_CfV1 ! DRAWN .SC 4701 VON KARMAN AVENUE, SUITE 300 SHEET U NEWPORT BEACH, CA. 92660 6 OF 9 Tel:(949)263-9322 Fax:(949)263-1225 CHECKED ,) oo DRAWING N0. William F. Janusz .C.E, No.4400 Date 1705-5 �L,%ee-+ Z 3 or- LIN 6 L NB & SB MATCH BOTTOM E Er LL NB & SB 4 � W53 1 8 R26(S) rn N 22' 22' CO 00 7 TYPE IV(R) R7, TYPE K 8 15 R26(S) L + + 7 TYPE �IV(L) TYPE L `O �� 3 15 R26(S) pq � AVENUE --- _cr) � 1 1 E R26(S) MILLIKEN ; E R26(S) o��' L R26(S) R/W L R26(S) ';moo; o --- ---_ - - -� - ------- -- 1 2 R26(S) ____ E 4 WHITE ®45' 7 0 �'-- ------—------ ---------------------------------- - ------- ---- ----- -------- ��----------------------- -------- ��o'�------------------ ----- --- ,o _ __----__ - LL '� --- ----- 50 5PACING - - - - - - �- co ,_ ---_ — _ _—- - - --- -- --- 2 fMt1iTE �- -._ . _ - --._ __ _. -- - -- -- - - - -- --- R18- LTJ - - -- ---- .__.� LL W - 7 TYPE IV(L) 7 TYPE IV(L) r. =-_ _ _ - - - 7 100' TYPE IV(R) ---- — — — — — — — — — — — — — — — — — — ----- — ---- — — - — — — — - - - - - -- - - CD — _ I 7 --- - -_ - _ _ - -___—_ _ ---- --- 10 — _ _ — — 4"-iNHITE f�+iEVROi� _ ---'�__ '- W + r- M 310' 7 50' SPACING (NP) r- ` --___- W ap R7, TYPEK 8 N _ 29 30 31 32 33 34 35 38 - � .` 39 N 4 1 1 -'-- _ � � I— + -1 - - - 7 2\ I 00 JOIN EXISTING STRIPING cv N 12 RITE + U) - I - - LLJ w, 50 100 - ►'� R1O(R) _ _ — M , __ _ . TYPE IV(R) 7 R20 — — 7 TYP I 100' \,_MTYPE V(LT) — — — — — `----"—` --_-_r- — McoTY E I co 7275' = (2 U ----------�- AXLES,' 3 320' - =__-_-=---—-- -- uj ----------------------_--- - - -- 12' TE ----- ---- --- ---- — _ - - 3Q 1 18 , 1 V R/W __------ J -- - --------------- -------------- ---- ------ --- - - -_ --7 TYPE IVR) ------a- --------- ------ --------- - - -� 0 4---R26�S�RL L 7 ----- 1 - ------- - - ----------- v—_ `� F- 0 7 ( ) 12 TYPE IVR R26(S) R18-2.11 4 R18-2.1 R26(S)51 R26(S) L W41 7 PER STATE u 1 E , 1 4 L $ R28(S) RT ` TYPE IV(L) 7 ' 8 STD PLAN A24D (D E R26(S) (4)TYPE L L R26(S) 3 R18-2.114 R26(S) L R18-2.1 a 18 1 8 cr 1 4 R18-2.1 S TYPE IV(R) 7 8 Ln PER STATE " I 500' TO LIMIT LINE m STD PLAN A24D 7 12 WHITE 7 8 R41 I W53 W R28(S)(LT) 8 °D 8 R 1 Z 22' 22' 4 Z W O I I J (� ' I" = 40' �- IMPERIAL UNITS 3 N R26(S) 14 MATCH LINE LOWER LEFT 14 R26(S) 14 R26(S) rn OR 430' TO X-WALK 18 W41Ln 14 14 R26(S) , 1 4 R26(S) 0 ' N 14 R26(S) 1 4 R26(S) g MILLENNIUM COURT R/W g g El 8 TYPE N-1 _04 CN 50' 16 17 N 18 N 19 20 21 - _ 22 _ N 14 LU C-4 13 04 04 N } N N N - tV - - _ _ _ _ _ — --- - --- LU N - - - - — - - - - - - - - - - - - - - _j _ 5 R/w U _ 7 PER STATE STD 14 R26(S) 14 R26(S) 14 R26(S) PLAN A 24D SIGNING & STRIPING NOTES: Q 4 14 R26(S) 18 DE EXISTING SIGN TO REMAIN. ® RELOCATE EXISTING SIGN AS INDICATED. ® REMOVE EXISTING SIGN & POST AS NOTED. © RE-PAINT EXISTING STRIPE, ARROW, OR LEGEND 0 INSTALL 4" SKIP WHITE RPM (CERAMIC) LINE PER CITY STD. NO. 133. GENERAL NOTES ' INSTALL 4" SOLID WHITE RPM (CERAMIC) LINE PER CITY STD. NO. 133. 1. ALL WORK, MATERIALS, AND EQUIPMENT SHALL CONFORM TO THE ` REQUIREMENTS OF THE CALIFORNIA DEPT. OF TRANSPORTATION, \ 1 0 INSTALL 8" STANDARD PLANS AND SPECIFICATIONS DATED JULY 1992, CITY OF WHITE RPM (CERAMIC) CHANNELIZING LINE PER CITY STD. N0. 133. RANCHO CUCAMONGA STANDARD PLANS AND SPECIFICATIONS, AND THE 1" = 40' SPECIAL PROVISIONS OF THIS PROJECT. R26(S) ® PAINT 4" DOUBLE YELLOW CENTERLINE PER CITY STD. N0. 133. 14 O 2. PAINTED TRAFFIC STRIPES AND MARKINGS SHALL BE APPLIED IN TWO IMPERIAL UNITS Q PAINT 4" SKIP YELLOW CENTERLINE PER CITY STD. NO. 133. COATS. R26(S) © REMOVE EXISTING STRIPE, ARROW, OR LEGEND. REMOVE RAISED PAVEMENT MARKERS. 3. ALL CONFLICTING LINES AND MARKINGS SHALL BE REMOVED BY WET SANDBLASTING OR OTHER APPROVED METHODS PRIOR TO INSTALLTION 1 Q�OFESS ❑7 PAINT LEGEND, SYMBOL, OR ARROW AS SHOWN. (CROSSWALKS WITH TRAFFIC SIGNAL CONSTRUCTION) OF NEW STRIPING. ALL CONFLICTING RAISED PAVEMENT MARKERS SHALL ��t,� c, H. Pq qlF 2 a.l r T 0 f-K3 L-a>,rr oN M I U-4 KeA1 BE REMOVED. Ri CITY ® INSTALL SIGN(S) & POST AS SHOWN. NO. DESCRIPTION OF REVISION DATE APPROVED 4. PAVING DAMAGED DUE TO THE REMOVAL OF RAISED PAVEMENT MARKERS ��, . 4 758 m, Og PAINT 4" SOLID YELLOW CENTERLINE WITH TYPE "D" MARKERS PER CITY STD. NO. 133. SHALL BE REPAIRED TO THE SATISFACTION OF THE ENGINEER. 1-04 * CITY OF RANCHO CUCAMONGA ® PAINT 6" WHITE BIKE LANE STRIPE PER CALTRANS DETAIL 39. 5. INSTALL BLUE PAVEMENT MARKERS OPPOSITE FIRE HYDRANT LOCATIONS co CMv PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NO. 134. �� SIGNING AND STRIPING Fl-11 INSTALL TYPE "H" MARKERS PER CITY STD. NO. 133. 6. TRAFFIC SIGN DIMENSIONS, COLORS, AND LETTERING SHALL CONFORM TO W OF �A`\�O MILLIKEN AVENUE © PAINT 4" DOUBLE YELLOW SOLID STRIPE WITH TYPE "H" MARKERS THE LATEST CALTRANS SIGN SPECIFICATIONS SHEETS. SIGN CODES V FROM STA. 28+00 TO STA. 41+00 PER CITY STD. NO. 133. SHOWN HEREON ARE TO CONFORM TO CALTRANS SPECIFICATIONS SHEET PAINT 4" SKIP WHITE STRIPE PER CALTRANS STANDARD CODES. REFLECTORIZE ALL SIGNS. CENTURY COURT / MILLENNIUM COURT © STA 8+74, PLAN A20D, DETAIL 40. 7. ALL SIGNS SHALL BE NEW (OTHER THAN THOSE SHOWN TO BE 4 �� FROM MILLIKEN AVENUE ® RELOCATED). ALL NEW AND RELOCATED SIGNS SHALL BE MOUNTED ON ' 1" = 40' . INSTALL SIGN ON EXISTING POST OR STREET POLE AS SHOWN. NEW POSTS WITH NEW HARDWARE. SIGNS DESIGNATED FOR ' IMPERIAL UNITS /� APPROVED BY DATE © SEE STREET IMPROVEMENT PLANS FOR STREET LIGHT RELOCATION/REMOVAL. INSTALLATION ON EXISTING STREET LIGHT POLES SHALL BE MOUNTED 22' 22 C/,� CITY ENGINEER R.C.E. 0. 24953 WITH NEW HARDWARE. MATCH LINE � � ' � DESIGN � PARZONS REC MMENDED ® PAINT 4" SOLID WHITE RIGHT EDGELINE PER CALTRANS DETAIL 27B. Sc J TOP �l��dl TATION GFIouP INC © INSTALL 100mm E4] DOUBLE YELLOW MEDIAN PER CALTRANS DETAIL 29. DRAWN Sc 4701 VON KARMAN AVENUE, SUITE 300 SHEET ® NEWPORT BEACH, CA. 92660 7 OF 9 INSTALL CONCURRENT WITH TRAFFIC SIGNAL CONSTRUCTION. _ Tel:(949 63-9322 Fax:(949)263-1225 CHECKED � DRAWING N0. -7117 00 Williom F. Jonusz E. No.44 Dote 1705-) I Al i t t t I ! I r t LLI J t II I , , I I I , u I a 00 I t , flALL SB L ©ALL SB I f t f I I I t WALK 500' I ' TO X- I J ( \� r 200' SB LANE LINE TAPER 100 J r s 1 r� E R26(S) S W74(L) 8 18 4" WHITE ®45' I ., ; R35 �) PER STATE 7 W41 7 , I W41 E STD PLAN A24D 8 50 SPACING (TYP) ♦ ! AVENUE E R26(S) E R18 2 E R26(S) E E R26(s) MILLIKEN ; ^ ; E 8261 E R26(S) PER STATE E R2(50) S W 1 i 4� ; li ' ' CHEVRON STRIPING 6 2 E R26(s) 3 7 - - 142 Fall - - - - - — - -� ��--_�___��,�_ ; 1 _ I 2 3 6 6 STD PLAN-A2•4C \jr - -- - (TYP) 1 JOIN EXIST ca 220' - _ - pSTRIPING __ --- - - -.. -- _.. -- - _ STRIPING � " ---- 100' > ;' _ - .." rLs7 .- Q u — — — — _ — — — TYPE IV(L) R7 TYPE K JOIN EXIST E _ r — - 7 - ---------- — --- ._ �- _ — — — _ — — — ARR�9W-- - - _ - -- - - ------- - v R7 ---- ------- --- --- _------ ---- ------- - STRIPING r — U 8 ------------- w - 1 1 — -- - - - --- -- �/ - `--- M PER STATE_ST0.- ------ --------------------- - Mr -------------------- - - - ---------- -- --- _ — 7 _ _ _ - PLAN A24D _ - o o - -- - - -- --- ---- -- �41 - ,�_ _ ---r _: --TI - U) 3.05 - -- - -- - - - 2' 1 — — _ --- .�100 ----- ------------- -�, --... ---• - - _ .� -- ------- - o 1 - - - - ----- - - 6 O - - TYPE K + _ — — RL - _ TYPE IV(L) -- -- ------------------ 8 - - ----- ----- ----- _._ ----- �� __ -__---- --- `-_- --- M - -- --- - _ 8 R10(R) — 7 ARROW ,,, _ 50 ]JOIN EXIST - 2 ITE ---- - — - - - -- -_-- `-� W75(L) -- - _ -.. 7 1 W H _�-- STRIPING E (n — — - 260' -- I W TYPE IV(R) `c�►° . - -- - - - --- ---- _... R261 ) Z 3 — _ _---__..___.__ -- —___ _. _--._-_-- __.--__= --__-______--._—__ ------ �n 7► j .�. ERs S G93 R2(50 O _ - - - - - TYPE IVR �o j R26(S) E E R26(�� R/W 10 - EPICENTER R18-2.1 L R351TYPE IV(R) 7 ; ; W74(L) E I RL 8 ti 1 5 R18-2.1 8 R26(S) L 8261 R18-2.1 R20B $ R1 8 R41 R26(S) 8 t t I II 0 o R20D-2 I Z � 2 AXLES) PER STATE STD DI I II O 7 PLAN A24D I o R26(S) 7 12' 'WHITE o L 500' To W SEE SITE PLANS l t SEE SHEET 9 OF 9 L W41 X-WALK v I I I m 130' NB LANE LINE TAPER FOR ON-SITE l U ' ' FOR FOOTHILL BOULEVARD J � II SIGNING & STRIPING =� SIGNING & STRIPING 6 ALL NB =I t i tI OI ' OIt I I LLI I I I l I t 11 n 1 II I t t SIGNING & STRIPING NOTES: SIGNING AND STRIPING GENERAL NOTES: Q EXISTING SIGN TO REMAIN. 1. ALL WORK, MATERIALS, AND EQUIPMENT SHALL CONFORM TO THE REQUIREMENTS OF THE CALIFORNIA DEPT. OF TRANSPORTATION, STANDARD ® RELOCATE EXISTING SIGN AS INDICATED. PLANS AND SPECIFICATIONS DATED JULY 1992, CITY OF RANCHO ® REMOVE EXISTING SIGN & POST AS NOTED. CUCAMONGA STANDARD PLANS AND SPECIFICATIONS, AND THE SPECIAL PROVISIONS OF THIS PROJECT. © RE-PAINT EXISTING STRIPE, ARROW, OR LEGEND 2. PAINTED TRAFFIC STRIPES AND MARKINGS SHALL BE APPLIED IN TWO 0 INSTALL 4" SKIP WHITE RPM (CERAMIC) LINE PER CITY STD. NO. 133. COATS. INSTALL 4" SOLID WHITE RPM (CERAMIC) LINE PER CITY STD. N0. 133. 3. ALL CONFLICTING LINES AND MARKINGS SHALL BE REMOVED BY WET SANDBLASTING OR OTHER APPROVED METHODS PRIOR TO INSTALLTION OF NEW STRIPING. ALL CONFLICTING RAISED PAVEMENT MARKERS SHALL BE 03 INSTALL 8 WHITE RPM (CERAMIC) CHANNELIZING LINE PER CITY STD. NO. 133. REMOVED. 1" = 40' ® PAINT 4" DOUBLE YELLOW CENTERLINE PER CITY STD. NO. 133. 4. PAVING DAMAGED DUE TO THE REMOVAL OF RAISED PAVEMENT MARKERS IMPERIAL UNITS SHALL BE REPAIRED TO THE SATISFACTION OF THE ENGINEER. ❑5 PAINT 4" SKIP YELLOW CENTERLINE PER CITY STD. NO. 133. 5. INSTALL BLUE PAVEMENT MARKERS OPPOSITE FIRE HYDRANT LOCATIONS © REMOVE EXISTING STRIPE, ARROW, OR LEGEND. REMOVE RAISED PAVEMENT MARKERS. PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NO. 134. 07 PAINT LEGEND, SYMBOL, OR ARROW AS SHOWN. (CROSSWALKS WITH TRAFFIC SIGNAL CONSTRUCTION) 6. TRAFFIC SIGN DIMENSIONS, COLORS, AND LETTERING SHALL CONFORM TO THE LATEST CALTRANS SIGN SPECIFICATIONS SHEETS. SIGN CODES SHOWN ® INSTALL SIGN(S) & POST AS SHOWN. HEREON ARE TO CONFORM TO CALTRANS SPECIFICATIONS SHEET CODES. CITY REFLECTORIZE ALL SIGNS. NO. DESCRIPTION OF REVISION DATE APPROVED ® PAINT 4» »SOLID YELLOW CENTERLINE WITH TYPE D» MARKERS PER CITY STD. N0. 133. 7. ALL SIGNS SHALL BE NEW (OTHER THAN THOSE SHOWN TO BE CITY OF RANCHO CUCAMONGA ® PAINT 6" WHITE BIKE LANE STRIPE PER CALTRANS DETAIL 39. RELOCATED). ALL NEW AND RELOCATED SIGNS SHALL BE MOUNTED ON NEW POSTS WITH NEW HARDWARE. SIGNS DESIGNATED FOR INSTALLATION 1 1 INSTALL TYPE "H" MARKERS PER CITY STD. NO. 133. ON EXISTING STREET LIGHT POLES SHALL BE MOUNTED WITH NEW SIGNING AND STRIPING » "Hill � HARDWARE. ' © PAINT 4 DOUBLE YELLOW SOLID STRIPE WITH TYPE H» MARKERS PER CITY STD. NO. 133. [xx] INDICATES IMPERIAL UNIT EQUIPMENT. MILLIKEN AVENUE © PAINT 4" SKIP WHITE STRIPE PER CALTRANS STANDARD SEAL FROM STA. 41+00 730' N/0 FOOTHILL BLVD. PLAN A20D, DETAIL 40. ® INSTALL SIGN ON EXISTING POST OR STREET POLE AS SHOWN. APPROVED BY DAT Od © SEE STREET IMPROVEMENT PLANS FOR STREET LIGHT RELOCATION/REMOVAL. CITY ENGINEER 'S R.C.Iff.7NO. 24953 ® PAINT 4" SOLID WHITE RIGHT EDGELINE PER CALTRANS DETAIL 27B. DESIGN SC P�� OOS RECO MENDED ■ �� © INSTALL 100mm [4'1 DOUBLE YELLOW MEDIAN PER CALTRANS DETAIL 29. TRAIYSPORTATION GROUP INC J DRAWN4701 VON KARMAN AVENUE, SUITE 300 SC SHEET ® INSTALL CONCURRENT WITH TRAFFIC SIGNAL CONSTRUCTION. NEWPORT BEACH, CA. 92660 8 OF 9 Tel:(949)26 9322 Fax:(949)263-1225 CHECKED ;��- 1/1,7oo DRAWING NO. William F. Janusz I C.E. No.44962 Date 1705-5 frvjlee-+ Spee+ Gs cr- W i + I it " ' @tr1C go Z ► I Qw ► I II �,�,�__*__ ____*____.__� __ _ _ FOOTHILL Scale. 1 :500 BOULEVARD (S.R. METRIC UNITS I I ► I I STRIPING R26(S) TYPE IV(L) R26(S) " TROLtKlC �; v I I , �',� I I ► E - E E -- / E --- E 2 - - E R26(S) E 7 E E R35 (.�-�) E � �- 8(S}----sr---- * i ----y +�2s{s) r�1a -� I��s{�} - W41 - -- - ----- 2s{S}- - - ---- (4.27)[14'] (7.62)[25'] TYPE K _ , � � � � � _ -- - � .(1321[51- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - -- - - - - - _ _ _ ' " - -- - - - - - - - - - - - - - - ` - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - LOW DIAGONALS . ��- - - �='- YELLOW DIAGONALS -- RL p Lo (5.18)[17'] (TYP) `� a+0 JOIN EXIST STRIPING _ ---- 6 - ----- (3.66)[12'] - , �-` BEGIN �E/B RIGHT -- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- (3.96)[13'] [105 EWE STRIPE REMOVAL 10'] � :� (3.66) 12 -- - - -- - - _ 56 �r g7 - - - - 8 - - �S - _ - - (3 ) 12 _ Cn I (3.66)[11'] - (3.66)[12'] �' - r� �.�L . , 5 _�_ - - _ ---- _--- -- -- _- - - _ _ _ _� _ _ _ _ - _.. - _ - _ _ - _ _ _ - - _ _ _ - -- - _ _ Lu - - - ><--, _. - - - - f -- \ - - - - - .. - -_ - -- ._ t0 N ^ (3.66) 12 r 16 10 __ 8 ----- u�-- �, 6 ---- -- --- 16 -- -- CN [ ] (3.66)[12] 6 1 0 0o ca r ----- ----- • __--- -,-- --- ----- -- -- -- ^ _ 1 Go 't 0 ----- _ (3.66)[12') RL TYPE K (6.10)[20'] N o `n co u� �-I P I r� > -- -- - - - _ _ _ _ - - - - - - -- - _ _ _ _ ,r;> _. ca u - - - -. .- -- - - - - 17 - -- - - - - - - - - - -- - - _... u-i `n Q;u `� �-' - - - - - - - - - - - - - - '" z:,- - - - - - - - - - R2 -- -- _ 2.13 ]] u c JJ 66)[1 - _ ------------- r - - - .. . 6( ) RL FR 2.13 7 --. (4.27)[14'] 6 (3.05)[10'] n m w - - - - t _ _ FR26(S) - -- - - - - - - \\G - R81 � 4�0 �� � TYP IV R- - - R18- .1 R/W 10 ��� R26(S)26 14 R18-2.1 1810 8 R81A R26(S) RL �' � 7 ( ) 14 8 8 R81 RL I , ► I I / R26(S) ; �`� BIK LANE & ARROW 7 1 r i R2(55) R18-2.1 TYPE IV(R) 100mm WHITE CHEVRONS PER CALTRANS R18-2 I ► � I I � � / ' RL 8 7 E I ► ► I I I ► // :X R26(S) ! I 8 R1 8 R41 7 BIKE LANE & ARROW 7 13.72m I SPACING ISTD PLAN A24A,D �� RL BIKE LANE & ARROW PER CALTRANS Z I �! '+ I � � I / �� �� 7 I I I 100mm WHITE PER CALTRANS 300mm PER STATE STD PLAN A24A,D 7 TYPE IV(R) 11.i I I I I i ( STD PLAN A24A,D WHITE 7 7 STD PLAN A24D ®45', 13.72m SPACING 7 Y I I ► I I I BUS SIGN RL _ t J I ► , I i I I BIKE LANE & ARROW 7 PER CALTRANS SEE SITE PLANS I STD PLAN A24A,D I I i i ► I FOR ON-SITE I r I t 1 1 i II I SIGNING & STRIPING SEE SHEET 8 OF 9 FOR MILLIKEN AVENUE SIGNING & STRIPING W Z CLOSED L1.1 EXISTING WOOD R26(S) E > ROADWAY BARRICADE TO REMAIN FOOTHILL BOULEVARD (S.R. 66) - - __�_.<r-_ E TYPE K- E R26(S) E R26(S) E R81 ,R26(S) E R26(S� E R26(S) -- ---- -'_ l I N R/W R34-2 - - - - - - - - - - - - - - - -_- - _ - - - - - - - - -- - - - - - - - - - -- - - -- - - - - - - - -- -- - - - - - - - - _ � _ - - - - - - - - - - - - - _ _ _ �- _ _ _ - - - - - - - - - -- _ - - - - - - - -- - -- -- -- - - - ON^ L -- - _ - _ _ _ _ _ 2.13 (7� - - -,� _ _ - - - - - - - - -- -1-- - -- -- - -- - ' -- - - - - - - - - - - }u- -J- -- - - -- - -- -- -- - - - -- - - - - - - - - - -� -- - - - - - - - - - - - -- - -- - - - _ _ _ _ _ _ _% - -- - _ _ _ to rn E TYPE K TYPE N-2 ao ^ + E �i P END E B RIGHT CoS ^ ,�-- --- ----- - --- - 14 R34-2 -- - Q, r, --- ----- ----- ---- ----- ----- ----- ----- ----- ---- ---- ---- --- --- ----- ----- EDGE STRIPE REMOVAL Q N N M Q1F,) o u 79 (n cc 70 71. \ co N 72 . \ 14- I- _-t 75c_-- - 1 -176 - - i � - - - - . LLI � - P 120 J 16 10 - -- - -- 10 N ----- --- - 6 ----- ----- --- - ----- -- -- --- - 16 10 -- ----- ----- CN -- -- ---- ----- ---- 6 -- _ Ln " YELLOW DIAGONALS O° i� io _. _. __ _ , ,� 2.13 7 F_ 2.137 2.137 _ SIGNING & STRIPING NOTES: Q - - - (THIS SHEET ONLY)---- -- - :� m TYPE EEXISTING SIGN TO REMAIN. - - - - - - - - - - - ---- -- - - - - - - - -- ` - - - - - - - -- - - - - - - - - - - - - - - - - - - -.- - - - - - - --•- - - - - - - - - - - - - - - - o �`. R/W R26(S) 1 4 �b' ,� , TYPE L RL RELOCATE EXISTING SIGN AS INDICATED. ;oma R81 R26(S) �O� ~ 100mm WHITE CHEVRONS �Qa '� RS , RS REMOVE EXISTING SIGN & POST AS NOTED. � '�� 8 R26 S) RL 1 6 P �.� R 7 13.72m SPACING \`• RL W41 � RL ( L R26(S) R26(S) RL R26(S) R81 ,R81 B ` RS TYPE N 7 BIKE LANE & ARROWS Z PER CALTRANS ED RE-PAINT EXISTING STRIPE, ARROW, OR LEGEND W CL ED STD PLAN A24A,D i I R26(S) INSTALL WOOD BARRICADE El INSTALL 100mm [4"] SKIP WHITE LANE LINE PER CALTRANS DETAIL 9. ' RL ~ ROA WAY PER CITY OF RANCHO CUCAMONGA 1 4 R18-2.1 Q STD PLAN NO. 131 . 22 INSTALL 100mm [4"] SOLID WHITE LANE LINE WITH TYPE G MARKERS SIGNING AND STRIPING GENERAL NOTES: AT 15m [50 ] O.C. 100mm WHITE 7 ®45', 13.72m SPACING 33 INSTALL 200mm [8"] WHITE CHANNELIZING LINE PER CALTRANS DETAIL 38. 1. ALL WORK, MATERIALS, AND EQUIPMENT SHALL CONFORM TO THE REQUIREMENTS OF THE CALIFORNIA DEPT. OF TRANSPORTATION, STANDARD ❑4 INSTALL 100mm [4"] DOUBLE YELLOW CENTERLINE PER CALTRANS DETAIL 22. PLANS AND SPECIFICATIONS DATED JULY 1992, CITY OF RANCHO CUCAMONGA STANDARD PLANS AND SPECIFICATIONS, AND THE SPECIAL ❑5 INSTALL 100mm [4"] SKIP YELLOW CENTERLINE PER CALTRANS DETAIL 2. PROVISIONS OF THIS PROJECT. /,� Efl REMOVE EXISTING STRIPE, ARROW, OR LEGEND. REMOVE RAISED PAVEMENT MARKERS. 2. PAINTED TRAFFIC STRIPES AND MARKINGS SHALL BE APPLIED IN TWO / I 0 : SSC tmo s ft -r 9A COATS. F7 1 INSTALL LEGEND, SYMBOL, OR ARROW AS SHOWN. 3. ALL CONFLICTING LINES AND MARKINGS SHALL BE REMOVED BY WET NO. DESCRIPTION OF REVISION DATE APPROVED ® INSTALL SIGN(S) & POST AS SHOWN. SANDBLASTING OR OTHER APPROVED METHODS PRIOR TO INSTALLTION OF C i TY OF RANCHO CUCAMONGA NEW STRIPING. ALL CONFLICTING RAISED PAVEMENT MARKERS SHALL BE REMOVED. 19 INSTALL 100mm [4"] SOLID YELLOW CENTERLINE WITH TYPE D MARKERS AT 7.32m [24'] O.C. SIGNING AND STRIPING „ " 4. PAVING DAMAGED DUE TO THE REMOVAL OF RAISED PAVEMENT MARKERS El INSTALL 150mm [6"] WHITE BIKE LANE STRIPE PER CALTRANS DETAIL 39. SHALL BE REPAIRED TO THE SATISFACTION OF THE ENGINEER. FOOTHILL BOULEVARD 11 INSTALL MEDIAN EDGE LINE PER CALTRANS DETAIL 26. 5. INSTALL BLUE PAVEMENT MARKERS OPPOSITE FIRE HYDRANT LOCATIONS PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NO. 134. FROM MILLIKEN AVENUE TO 12 INSTALL 100mm [4"] DOUBLE YELLOW SOLID STRIPE WITH TYPE "H" MARKERS AT 7.32m [24'] O.C. SEAL 6. TRAFFIC SIGN DIMENSIONS, COLORS, AND LETTERING SHALL CONFORM TO TO 250 m E/O MAYTEN AVENUE .. THE LATEST CALTRANS SIGN SPECIFICATIONS SHEETS. SIGN CODES SHOWN F1 _31 INSTALL 100mm [4 ] SKIP WHITE STRIPE PER CALTRANS DETAIL 40. HEREON ARE TO CONFORM TO CALTRANS SPECIFICATIONS SHEET CODES. APPROVED BY J/ / ,(', DATE 7 _ 14 INSTALL SIGN ON EXISTING POST OR STREET LIGHT AS SHOWN. REFLECTORIZE ALL SIGNS. CITY ENGINEER !�/ v R.C.E./NO. 23889 a 1 5 SEE STREET IMPROVEMENT PLANS FOR STREET LIGHT RELOCATION/REMOVAL. 7• ALL SIGNS SHALL BE NEW (OTHER THAN THOSE SHOWN TO BE DESIGN PARSONS RECOMMENDED RELOCATED). ALL NEW AND RELOCATED SIGNS SHALL BE MOUNTED ON SC JAG-- F161 INSTALL 100mm 4" SOLID WHITE RIGHT EDGELINE PER CALTRANS DETAIL 276. NEW POSTS WITH NEW HARDWARE. SIGNS DESIGNATED FOR INSTALLATION x 6/30%� ��RTATION GROUP INC [ ] ON EXISTING STREET LIGHT POLES SHALL BE MOUNTED WITH NEW DRAWN 4701 VON KARMIAN AVENUE, SUITE 300 SHEET ',�� NEWPORT BEACH, CA. 92660 9 OF 9 17 INSTALL 100mm 4" DOUBLE YELLOW MEDIAN PER CALTRANS DETAIL 29. HARDWARE. SC [ ] - Tel:'9J49 63-9322 Fax:(949)263-1225 [xx] INDICATES IMPERIAL UNIT EQUIPMENT. CHECKED � - 9/17 0.0DRAWING NO. William F. Janusz R.C.E. No.44 2 Dote 1705-S pC0jeL+ 5hee+ ZEAor- - I � ,,, W D l 1 1 I I qim �I � 1etric 7 11 11 � � 1 Z Lu Scale: 1 :500 FOOTHILL BOULEVARD (S.R. 66) r JOIN EXISTING- METRIC UNIT STRIPING R26(S) -- ----- ----R26(S) -- -- ------------- R26(S) - ----------*------ METROLINK ----------- - --- - ---------- R35 - R26(S)---- --- >t ( ) 26(S) - 18>~- - 26{ --- }-- - --- /,�----- 2 { ) ----�, ----- ---- f----------- --- -- ( � - -� E E E E------------ R � E 5S � � ER65 -� -- r P ( .27)[14' ----------- --------_ - ---- ----------------- - ------ ---- ------ - ----------- --_---__- - -_----- ----------------------- --- - - - ----_ 4 - .. . - - - --- - ------ - - ------ - --- - -------- ---- ----- ---- --- - - ----- - ----- - ------- - --- - - -- - -------- -------------- / ! �., r � (8.23)(27'] (1.62)(25'] RL TYPE K TYPE IV(L) (3.35)[11'] ----- ---- - - (5.18)(17'1 �.. LO - - 7 ....... --- _. ,y, i r,; (3.35)[11'] ----- ----- ---- ----- --- --- 200mm WHITE DIAGONALS 7 - 11 a+0 6 ----- -- ------- --------- ---------- ------- ----- ---- 20 (3.35)[11 ] ® 6m SPADING (3.35)( ] CO (3.66)(12.] ` ---- ----- ----- ----- ---- (3.66)[12'] - --- ------------------------------------------ - 310'] (3.66)[12'] (3-66)(12'1 (3.66)[12'] ss _ - - ------ --------------- - -- - ------ - ----- _-____- - _- - --- - __ __- -- __- _ _ __- - __-- ------------ --_- _ :-_ TYPE 1 ,] co vr,,� .,Z a� ' - -- -F �- H - - --�-- - - - - - - - - - - . (3.66)[12 - - ----------_____--_ ____________ __ ___ --------------------- ------------- ------- -___ =-_ -___-=-- '] : :. �, -' (3.66)[12'] J ---------------- ------- _----- --------------- ---------- - ------ --- -- __ `- --- ---- _ ------------- -- -- ---------------------- (4.27)(14'14.17 14' -(3.66)[i2) �� - � � (3.66)(12] (3.66)[12'] � ;-� (3.66)[12'] (3.96)(13] TYP 7 -- - � � r-, (4 57)[15] -- ----- ---- _. _- --... a3l E )[ ] - - - - t 1al) ---------------------------. -i I ( ) - ,-, o,- 00 ,-, 8 R 0 R 5m (3.66)(12'] (3.66)(12] (3.66)(12-1 --. (3.66X 12'1 I' (3.66)(12'] (3.66)(12'] cv 09 � `n ° � (3.66)[12'] (3.66)(12'] - - ---- - ,�. 17 `n,_-_, rn,__, u (3-66)(1281 ! 6'] 9 6,] (3.66)[12'] 5.79(19'1 - -- -- 4.88[1 (7. 2)[2 4.88[16'] - - [13 5.79[19'1 (3 96) ' ---------------(4.57X 15'] - 64.88[16'] 5.18(17] -- -- - 150m TO LIMIT LINE R/W R26(S)EF -- -- ` ` 8 R26(S) �o .\� o , \\ ° X49 R26(S) R 18-2.1 8 P� ( ) R26(S) RL �� w4 t R26(S) RL ' R26(S) 14 R18-2.1 8 8 RL R18-2 E 7il! _ ; RL R2(55) ; 8 R18-2.1 I o, R26(S) R 1 RL 8 R41 Z300mm PER STATEW WHITE 7 STD PLAN A24D Bus SIGNRL I I - II J i ' • SEE S TE PLANS ' ( I FOR ON-SITE I I SIGNING & STRIPING SEE SHEET 8 OF 10 FOR MILLIKEN AVENUE W w SIGNING & STRIPING �'- Z 5 W F" EXISTING WOOD FOOTHILL 7 200mm WHITE DIAGONALS 150m TO X-WALK BOULEVARD S.R. 66 t==-- R96 Q L ' 1 I BARRICADE TO REMAIN ( ) 12 > LL TYPE N-2 ® 6m SPACING ---- - _ 5 � v� yy y' Q E _ -.---.----_JE__.__.__..__.___T--- -- -._ __-.�- _ ------------- � - (Sr)R26(S) RL D'� --->< R34-2---- ----------- - E R26(S) E R26(S) R26(S) W41 8 E R26 ) E R26(S) 200mm WHITE DIAGONALS , 12 ----------------------- --- ---- ---------------------------- -- --- -- - -- --------- - --- - -- --- ----------- ---- ---- - --- - ---- ---- --- -- -------------------------------- ® 6m SPAC NG 7 15 1 ---- ------------- ---- ------------------------- - - ----- --------- - _ ----- ---- - _ - - -_ -- --- -�Ati -- -- ----- - -- --- --- - ------------ - ----- -- - - - V -- -- - ----- - ------------- -- --- --- ---- ---- - - - -- - �� _' /-=_-_--------- - -_ -_- -_ - -- --- -_-- --------------- - ><'}___"=- ---- ------ ---------__.._ . 9)[18'}-` _� -- - - -- --- -- -------- ------ --- - - - �• �"� E5 4 ;.� ------- - AN TYPE K (3.66)(12'] (6.10)[20] „ 7 TMP (3.66)(12'] LO (5.18)[11] E R=18m ----- ----- ----- ----- + 13 ---------------------------------- ------- - -- ----- ----- ----- ----- ----- ----- ----- (335)[11'] 13 3.6 (3.35)[11'] (3.66)(12'] 15m - (3.66)[12'] END E/B RIGHT 20 co - ----- ---- EDGE- Q (3.66)[12' 17 (3.66)[12'1 o �'-, (3.66)(12'] (4.27)(14'1 STRIPEREMOVAL -- ---- - ---------------------------- ------------------------------------------ � - 6 1 7o ;c' 71 3.66 12' 72 73 3.66 12'h+ ZS==--- - ---------------- -- 76 ---1 ------------------- -- ---_---, __--- -- - - �a - - --- �a+�sas --- _--- 79 r Y -,r- -- - - ----- ------------ Z (4.27)[14'] E 'E K (4.27)[14'] f (4.27)[14'] (4.27)[14'] (4.27)[14'] J ----- (3.66)(12'1 - - - - , 8 g i , o 0 20 - (3.66)[12'] 20 (3.66)(12] SIGNING & STRIPING NOTES: U (3.66)[12] --- (3.66)(12'1 - ----- ----- ---- ----- - --- - (3.66)(12'1 - - -- - - ------- - R34-2 (THIS SHEET ONLY) f- 8 R96 96B(L) g 1 20' u 6.10 20' 6.10 20'] 5.4918' (3.96)[13] 1 2 a ] [ ] r ( [ ] E❑ EXISTING SIGN TO REMAIN. 518[17'] -- -- -- -- -- RL RELOCATE EXISTING SIGN AS INDICATED. �;-- ____ ----------- -- -- -- R26 S o ,� ----------------- RS REMOVE EXISTING SIGN do POST AS NOTED. 4��' 3'6 v� R26(S) \���4i '�° ��- ~ `�Qy ° R/W E ) 1 4 r� TYPE LRS 8 � � . \�`� R26 W41 RL ' R26(S) al NOT USED R18-2.1 8 D RS TYPE N RL R26(S) RL R26(S) RL (S) RL 18 Y � INSTALL 100mm [4"] SOLID WHITE LANE LINE WITH TYPE "G" MARKERS AT 15m [50'] O.C. E 0 CD EI E E F3 INSTALL 200mm [8"] WHITE CHANNELIZING LINE PER CALTRANS DETAIL 38. R26(S) RL Z W W 8 R61 -13 4 INSTALL 100mm 4" DOUBLE YELLOW CENTERLINE PER CALTRANS DETAIL 22. I'- Z Q 2 THIS SHEET REPLACES SHEET 9 ER❑5 NOT USED Q a 19 SIGNING AND STRIPING GENERAL NOTES: UPON INSTALLATION OF SIGNAL _ _ _ __ - -- -__- (SEE SHEET 10) © REMOVE EXISTING STRIPE, ARROW, OR LEGEND. REMOVE RAISED PAVEMENT MARKERS. 1. ALL WORK, MATERIALS, AND EQUIPMENT SHALL CONFORM TO THE 7• TRAFFIC SIGN DIMENSIONS, COLORS, AND LETTERING SHALL CONFORM (4) TYPE IV(L)SPACING 7 REQUIREMENTS OF THE CALIFORNIA DEPT, OF TRANSPORTATION, TO THE LATEST CALTRANS SIGN SPECIFICATIONS SHEETS. SIGN y INSTALL LEGEND, SYMBOL, OR ARROW AS SHOWN. ®25m SPACING 4.27 3.66 3. 6 3.66 4.27 (2) TYPE IV(R) STANDARD PLANS AND SPECIFICATIONS DATED JULY 1999, CITY OF CODES SHOWN HEREON ARE TO CONFORM TO CALTRANS ® INSTALL SIGN(S) & POST AS SHOWN. [14'1[121[1 1[12'1[14'] 7 025m SPACING RANCHO CUCAMONGA STANDARD PLANS AND SPECIFICATIONS, AND SPECIFICATIONS SHEET CODES. REFLECTORIZE ALL SIGNS. a THE SPECIAL PROVISIONS OF THIS PROJECT. a 9 NOT USED 8• ALL SIGNS SHALL BE NEW (OTHER THAN THOSE SHOWN TO BE cis F9 2. TRAFFIC STRIPES SHALL BE PAINT. ALL TRAFFIC STRIPES WIDER RELOCATED). ALL NEW AND RELOCATED SIGNS SHALL BE MOUNTED 10 NOT USED SEE SITE PLANS THAN 150mm SHALL BE THERMOPLASTIC. ALL PAVEMENT MARKINGS ON NEW POSTS WITH NEW HARDWARE. SIGNS DESIGNATED FOR FOR ON-SITE (ARROWS, LEGENDS, LIMIT LINES, X-WALKS) SHALL BE INSTALLATION ON EXISTING STREET LIGHT POLES SHALL BE MOUNTED CITY i 11 NOT USED THERMOPLASTIC UNLESS OTHERWISE INDICATED. WITH NEW HARDWARE. NO. DESCRIPTION OF REVISION DATE APPROVED SIGNING & STRIPING 3. PAINTED TRAFFIC STRIPES AND MARKINGS SHALL BE APPLIED IN TWO 0 1 2 SEE TRAFFIC SIGNAL PLAN SIGN INSTALLATION ON SIGNAL POLE. COATS. [xx] INDICATES IMPERIAL UNIT EQUIVALENT. CITY OF RANCHO CUCAMONGA 0 13 INSTALL 100mm [4"] SKIP WHITE STRIPE PER CALTRANS DETAIL 40. 4• ALL CONFLICTING LINES AND MARKINGS SHALL BE REMOVED BY WET SIGNING AND STRIPING SANDBLASTING OR OTHER APPROVED METHODS PRIOR TO FOOTHILL BOV LEVARD C 14 INSTALL SIGN ON STREET LIGHT OR EXISTING POST AS SHOWN. INSTALLATION OF NEW STRIPING. ALL CONFLICTING RAISED X PAVEMENT MARKERS SHALL BE REMOVED. 15 SEE STREET IMPROVEMENT PLANS FOR STREET LIGHT RELOCATION/REMOVAL. FROM MILLIKEN AVENUE 0 5. PAVING DAMAGED DUE TO THE REMOVAL OF RAISED PAVEMENT SEAL OM 16 NOT USED MARKERS SHALL BE REPAIRED TO THE SATISFACTION OF THE TO 250 m E/O MAYTEN AVENUE o ENGINEER. m 17 INSTALL 100mm [4"] DOUBLE YELLOW MEDIAN PER CALTRANS DETAIL 29. Q� APPROVED BY r I ' DATE o a 6. INSTALL BLUE PAVEMENT MARKERS OPPOSITE FIRE HYDRANT z N 18 INSTALL 300mm [12"] SOLID WHITE CROSSWALK OR LIMIT LINE. LOCATIONS PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NO. ��D Epsl CITY ENGINEER �- R.C.E. N0. 24953 _ a _ 134. DESIGN RECOMM NDED � o "' 19 INSTALL 100mm [4"] DOUBLE YELLOW CENTERLINE PER CALTRANS DETAIL 21 . W PAR ONS z o 0 N0. 59351 ADZ ■ J Vn (n - o T TAT10111 G 10up INC g. 20 INSTALL TYPE "H" MARKERS ALONG FOOTHILL BLVD. MEDIAN PER * " os- 03 * DRAWN SHEET :% :: 4701 VON KARMAN AVENUE, SUITE 300 ►� a° �° `II,�J CIVIC ADZ 949 NEWPORT322 Fa BEACH, A.)9266 225 RANCHO CUCAMONGA STD. PLAN N0. 133. F4F CAI�F� 9A of 10 0 ° 0 0 5 E V E L CKED �/�' �� o j/ oz DRAWING N0. a z o f= A�r�1 Alexander D. ponsk R.C.E. No. 59351 Date 1705-S 26 of ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- etric , go i I i Z II -- w Scale: 1 :500 I > �J. FOOTHILL BOULEVARD (S.R. 66)a METRIC UNITS' JOIN EXISTING I r ' � ! STRIPING ------�------ -- *-------_ I J J \ E R26(S) 7 TYPE IV(L) E R26(S) E ETRO�tN� - - -+�---- �I ' ,1_-.- _-1- 1 -•- _ �; �` ; E R35 (_l_) E R2Gf B}------ -- E R 18 2---- E 26{S} - E W41------ R/, --- --- E 2s{S}--- -- -- --,F---- E 2 -- ------ - ---, - E R2b(sr 4.27)[14'] _� - - _ --�_; -- - -- -- ----- -- ----------------------- ----- -- -- -- -- --- --- ---- --- -- - - --- ---------_ - (t521I5'I------- ----- --- '- --- - -- ---------- - -------------------- -- ---- ----- --- ---- ----- - --- - - - ----- ----- ------------ - -------------- - YELLOW DIAGONALS CN (7.62)[25'] TYPE K _�---------- ---- ONALS P C11 LO N r--. RL to (5.18)[1 T] 7 20 (TYP) .r1_ CN c++ - 00 6 - - ---- (3.66)[12'] (3.96)[13'1 20 - - [10.]O j F - � F-• . -- -- 3'66)[12] ` r s7 (30[12) °' u eo st ---sgT - - 67 --- _ -- ---_-_ -- - -- -- - - _ - -- - - - - - I - - - - _ l 1 T __'\ \ \ �\ �^ ' fLLI 4 _ \A�.-'a•�.�titi An�/_n-n i._` 1-�1ily •�.,._'� _ _ -_ _ __- _ ------------ (3.66)[12'1 (3.66) t 2 __ .-- -- _ [ ] -- -- ------ - ----- -- --- Z - 6 7 c0 N c0 N 3.66 12' -- 16 3 10 15m 16 6 �u 6 �.� • J -- (3.6 ] 6 10 6 -- R10(R) ao ^ .n = I00 (14 (3.66)[12'] TYPE K ter-, Cq -,. °�° o In - ;- Ln� c _zL _ - - - - -- -- - - - - -- - ^ --- -- -- - - - --- -- - ---- - - - - U - -�-- -- RL (6.t 0)[20] �, o °°'r' - _ -- co --- - 27 u i v� 17 _ _ _ _ _ _ _ . - r, , ,__•, _ __ -- _ ___ ___. _ _ __ _. _ _ __ R2 ) RL �nr 7 � u � u V7 u 944 - r- ------- -- 4 --- - - ca --► 6( FR 2.13 7 Q W (4.27)[14'] - �� 6 (3.05)[10'] . . _ u? Ln --- _ i , \ - - - - - ----- ----- -- -- ---- _ _ t. 7 ------ ------- -- --- ----------- �----------- ---- -----y--- - ---- ---------- -------- --- ---- --- -- - ----- ---- --- R/W ��� 6(s) 14 �p R18-2.1 ------- --------� �� R81 �� `� i tlf 10 �' R26 8 3 _. - i I 8 R81A R26(S) RL �� �� 7 TYPE IV(R) 1 4 R26(S) 8 R1 3-2.1 14 W41 RL (S) 10 ROW R26(S) I \� R2(55) R18-2.1 TYPE IV(R) 100mm 'WHITE CHEVRONS BIKE' PER CALTRANS 7 i ' i i I R18-2 E i , �� zI RL R26 S 8 7 i R1 R41 BIKE LANE & ARROW 7 13.72m 'SPACING STD PLAN A24A,D 01 �o ' ( ) RL 7 BIKE LANE & ARROW 8 8 7 PER CALTRANS Z I PER CALTRANS TYPE IV(R TYPE IV(R) LLI j I 300mm PER STATE STD PLAN A24A,D ( ) 7 STD PLAN A24A,D WHITE 7 7 STD PLAN A24D 7 i Bus SIGN RL , BIKE LANE & ARROW 7 PER CALTRANS SEE SITE PLANS STD PLAN A24A,D FOR ON-SITE SIGNING & STRIPING SEE SHEET 8 OF 10 Z W FOR MILLIKEN AVENUE III � SIGNING & STRIPING I . Z CLOSED LLI EXISTING WOOD R26(S) RL Q > ROA WAY BARRICADE TO REMAIN FOOTHILL _ BOULEVARD (S.R. 66) T o _ '� - ----- - --- _-- -E R26(S) - E R26(S) E R81,R26(S) 7 E R26(S) E R26(S) 0 * AL _1_ � 14 W41 INTERSEC ON N ^ SKIP S IPES 6 ' E TYPE N 2 l� -- -- - - - ---------- ---------- - r ffj ------- -------- - r - - -� -- --- - --- - - -------- - - -- ---- ------ - _.__- - --- ----------- E --- --- ----------- �- -- - - -- - -- - ------ ---- - _ - �> _ C:) R34-2 8 E TYPE K TYPE IV(L)-- - - 2.13 177 -- - - �� - > ------- - - - -- -- - ---_=- - - -- --- - - - - - -- -_--- - --- - -- �, 7 ^ ~ - . - - -- TYPE IV(L) TYPE IV(L) P 2 ,� 7 3 7 2 EN PE/RE RIGHT 4 3.6 30m _ - - - ---- - - EDGE REMOVAL R34-2[8 � N o C- O 120m .165m TO STOP BAR TYPE. K '�' . (n \\ \ 0. 71\ \ .N 72 \. - 73. - \ _ 74- -- - - - _ -_-l - - - - _ 7a>}- - 78+46.$9 79 76 c u Z �N -- -- 16 RS TYPE K 6 Lij r 30m T 6 J - - SIGNING & STRIPING NOTES: _ �? u R=18m 13 17 1p °° n o 20-------- ------- -- - --- '- - ------ --------- -- - ----- - ---- ----- - - - - - - --- 20 -- -- --- U u7 `. tom. ---- --- --- - - -- -- - u - - - 10 m - HIS SHEET ONLY F- 2.13 7 (T ) Q 2.13 7- 2.13 1 -- w 17 -a E� EXISTING SIGN TO REMAIN. 2 3.0 C14 Of \ _- _ _ _ RL RELOCATE EXISTING SIGN AS INDICATED. - - - --- - - W-- ------ ---- ----- ------------ ----- --------- ------ --- -- ----- ---- ----------------- --- ----- -- -----------7-- ------------------ Q o R/W R26(S) o �� TYPE L 4 ; ©S REMOVE EXISTING SIGN & POST AS NOTED. 3 ' ( ) `o �0 14 0� acv RS J R81 R26 S ��i 100mm WHITE CHEVRONS � F�' F� f 10 3 ,� h 8 R26(S) RL 1 6 P RL R26(S) 7 13.72m SPACING RL R26(S) W41 RL R26(S) RL R8 1 , B 8 �+ s _- © RE-PAINT EXISTING STRIPE, ARROW, OR LEGEND TYPE IV(R) 7 0 �� D 6 YELLOW DIAGONALS (TYP BIKE LANE & ARROWS r- 0 18 IN INTERSECTION AND 7 11 INSTALL 100mm [4"] SKIP WHITE LANE LINE PER CALTRANS DETAIL 9. WB LEFT TURN POCKET PER CALTRANS R18-2.1 14 �i w U o o E of 6 INTERSECTION STD PLAN A24A,D INSTALL 100mm [4"] SOLID WHITE LANE LINE WITH TYPE "G" MARKERS R26(S) Z n `n `r' STYPE N AT 15m [50'] O.C. " RL j EY I SIGNING AND STRIPING GENERAL NOTES: 3 INSTALL 200mm 8 WHITE CHANNELIZING LINE PER CALTRANS DETAIL 38. [ ] 3 1 . ALL WORK, MATERIALS, AND EQUIPMENT SHALL CONFORM TO THE ® INSTALL 100mm [4"] DOUBLE YELLOW CENTERLINE PER CALTRANS DETAIL 22. `Z REQUIREMENTS OF THE CALIFORNIA DEPT. OF TRANSPORTATION, STANDARD THIS SHEET REPLACES SHEET 9 19 PLANS AND SPECIFICATIONS DATED JULY 1992, CITY OF RANCHO ❑5 INSTALL 100mm [4"] SKIP YELLOW CENTERLINE PER CALTRANS DETAIL 2. 8 R61-13 CUCAMONGA STANDARD PLANS AND SPECIFICATIONS, AND THE SPECIAL UPON INSTALLATION OF SIGNAL ( ) TYPE IV(L) PROVISIONS OF THIS PROJECT. (SEE SHEET 10 © REMOVE EXISTING STRIPE, ARROW, OR LEGEND. REMOVE RAISED PAVEMENT MARKERS. 025m SPACING 7 4.27 3.65 3.65 3.65 4.27 ` 7 (2) TYPE IV(R) 2. PAINTED TRAFFIC STRIPES AND MARKINGS SHALL BE APPLIED IN TWO INSTALL LEGEND, SYMBOL, OR ARROW AS SHOWN. [14'][12'][12'][12'][14'] 025m SPACING COATS. ® INSTALL SIGN(S) & POST AS SHOWN. 3. ALL CONFLICTING LINES AND MARKINGS SHALL BE REMOVED BY WET SANDBLASTING OR OTHER APPROVED METHODS PRIOR TO INSTALLATION OF 9 INSTALL 100mm 4" SOLID YELLOW CENTERLINE WITH TYPE "D" MARKERS AT 7.32m 24' O.C. SEE SITE PLANS NEW STRIPING. ALL CONFLICTING RAISED PAVEMENT MARKERS SHALL BE I O : see �iE� SReE-r 0)A [ ] [ ] FOR ON-SITE REMOVED. CI 10 INSTALL 150mm [6"] WHITE BIKE LANE STRIPE PER CALTRANS DETAIL 39. 4. PAVING DAMAGED DUE TO THE REMOVAL OF RAISED PAVEMENT MARKERS NO. DESCRIPTION OF REVISION DATE APPROVED C36SIGNING & STRIPING SHALL BE REPAIRED TO THE SATISFACTION OF THE ENGINEER. 1 1 INSTALL MEDIAN EDGE LINE PER CALTRANS DETAIL 26. CITY OF RANCHO CUCAMONGA E 5. INSTALL BLUE PAVEMENT MARKERS OPPOSITE FIRE HYDRANT LOCATIONS 3 1 2 INSTALL 100mm [4"] DOUBLE YELLOW SOLID STRIPE WITH TYPE "H" MARKERS AT 7.32m [24'] O.C. PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NO. 134. SIGNING AND STRIPING U 13 INSTALL 100mm [4"] SKIP WHITE STRIPE PER CALTRANS DETAIL 40. 6. TRAFFIC SIGN DIMENSIONS, COLORS, AND LETTERING SHALL CONFORM TO FOOTHILL BOULEVARD 0 THE LATEST CALTRANS SIGN SPECIFICATIONS SHEETS. SIGN CODES SHOWN 14 INSTALL SIGN ON EXISTING POST OR STREET LIGHT AS SHOWN. HEREON ARE TO CONFORM TO CALTRANS SPECIFICATIONS SHEET CODES. 0 REFLECTORIZE ALL SIGNS. SEAL_ FROM MILLIKEN AVENUE 15 SEE STREET IMPROVEMENT PLANS FOR STREET LIGHT RELOCATION/REMOVAL. 7. ALL SIGNS SHALL BE NEW (OTHER THAN THOSE SHOWN TO BE TO 250 m EIO MAYTEN AVENUE 16 INSTALL 100mm [4"] SOLID WHITE RIGHT EDGELINE PER CALTRANS DETAIL 27B. RELOCATED). ALL NEW AND RELOCATED SIGNS SHALL BE MOUNTED ON E5S/ CD NEW POSTS WITH NEW HARDWARE. SIGNS DESIGNATED FOR INSTALLATION �� 4 APPROVED BY �" DATEo) ON EXISTING STREET LIGHT POLES SHALL BE MOUNTED WITH NEW ��►'" ° ��,�, CITY ENGINEER R.C.E. 0. 24953 Z 17 INSTALL 100mm [4"] DOUBLE YELLOW MEDIAN PER CALTRANS DETAIL 29. ,��• .� G,r , �,, � o � HARDWARE. �' � � � DESIGN � RECOMMENDED 4 �'" PA ONS 0i W�� 18 INSTALL 300mm [12"] SOLID WHITE CROSSWALK OR LIMIT LINE. PERMIT No. � 44002 � sc N o [xx] INDICATES IMPERIAL UNIT EQUIVALENT. TATNM GROUP 11110 o •- 0 0 Fl-91 INSTALL 100mm [4"] DOUBLE YELLOW CENTERLINE PER CALTRANS DETAIL 21 . CALTRANS TRAFFIC * (EXPIRES 06-30-01) DRAWN 4701 VON KARMAN AVENUE, SUITE 300 SHEET � .. r P NEWPORT BEACH, CA. 92660 9A OF 10 1. `` a a SUBMITTED BY REVIEWED BY REVIEWED BY DATE �9c I v I� �� SC c ° c o 20 INSTALL TYPE "H" MARKERS ALONG FOOTHILL BLVD. MEDIAN PER of CAt. Te14949)29322 Fax:(949)263-1225 CHECKED DRAWING NO. 0 E 0 .E RANCHO CUCAMONGA STD. PLAN NO. 133. /7 �e I �+ �y Z 0 William F. Jonusz C.E. No.440 Date 1705-S f ro jec-�- 5 k ft+ d%&S OF ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ I 116L ; 416U I 02 R GENERAL NOTES I __-' -J� - >FUTURE IO 1 . ALL WORK, MATERIALS AND EQUIPMENT SHALL CONFORM TO THE REQUIREMENTS OF POLE AND EQUIPMENT SCHEDULE y 07 LOOPSII .. j 0 R CALIFORNIA DEPT. OF TRANSPORTATION, STANDARD PLANS AND STANDARD SPECIFICATIONSSTANDARD SIGNAL MOUNTING PPB REFLECTIVE m 1,, r---i r-- (TYP) 02 O Y DATED JULY 1999 AND THE SPECIAL PROVISIONS FOR THIS PROJECT. LUMINAIRE i No. SIG. LUM. I.I.S.N.S. REMARKS ' ' ' 417U I Y 02 " TYPE HEIGHT HPSV VEHICLE PED PHASE ARROW LEGEND � 0 o ,� - -_' ,�-- ' O G 2. SEE SHEET 4 FOR ADDITIONAL GENERAL NOTES. F M.A. M.A. ---- I O G A 29-5-129 15.2m 4.6m 9.1 m 20OW MAS MAS SV-1 -T - - - - - E v 7J9L $IMIULTANEOUS OLA YA 3. THE CONTRACTOR SHALL GIVE THE CITY OF RANCHO CUCAMONGA AND CALTRANS etric B 1 -A (o)(b) - - 1 O'(b) - - - TV-1 -T - - - - - � m I 10 r III © GA ELECTRICAL OPERATIONS PERSONNEL A THREE-DAY ADVANCE NOTICE PRIOR TO SIGNAL C 19-4-129 7.6m 4.6m 9.1 m 20OW - MAS-46 SV-1 -T SP-1 -CS - - Foothill ,�` - o I OLA O GA ACTIVATION. D 15 - 4.6m 9.1m 200W - - SV-2-TA - 8 +� 4. ALL VEHICLE INDICATIONS SHALL BE 300mm L.E.D. TYPE BY GELCORE. E 29-5-129 1 o.7m(e) 4.6m 9.1 m 2oow — MAS SV— SP-1 —CS 8 �-- Moyten —�(d) — E I DETAIL "A" DETAIL "B" F 1 -A - - 3.05m - - - TV-1 -T SP-1 -CS 2 -� - - 14, '-' _ - - -- - - - N i Z W W i � ALL 300 mm[12"] LENSES ALL 300 mVs 12"] LENSES 5. INSTALL A BARE COPPER GROUNDING CONDUCTOR #10 AWG IN CONDUITS G 19-4-129 (c) 4.6m 9.1m 20OW - - - - 2 f- - - z uj (� ; NTTS CONTAINING DLC'S AND A BARE COPPER GROUNDING CONDUCTOR #8 AWG H 15 - 4.6m 9.1 m 200W - - SV-2-TA SP-1 -CS - - - - Z ,1 IN CONDUITS CONTAINING SIGNAL CONDUCTORS. p 6 ALL EQUIPMENT IS NEW. Q W \ \ 2 6. ALL EQUIPMENT LOCATIONS SHALL BE APPROVED BY STATE REPRESENTATIVE. p (a) - INSTALL POLE ON EXISTING FOUNDATION. > ; 3 LL(b) - CALTRANS JULY 1992 STANDARD. ` BC EXIST SCE TRANSFORMERlP5452448 7• CONTRACTOR SHALL ARRANGE FOR QUALIFIED FIELD REPRESENTATIVES, EMPLOYED BY Tc Q (c) - FUTURE 7,6m MAST ARM. INSTALL COVER 8 200mm UC 3"[76mm I 7115U EX 53[2"}.C\, THE CONTROLLER UNIT AND EVP MANUFACTURERS, PRESENT AT SIGNAL TURN-ON TIME. '( ) PLATE ON FLANGE. 1654 »I , 751mm] I ;� - f- INSTALL r' THE FIELD REPRESENTATIVES SHALL ASSIST THE ELECTRICAL INSPECTOR AND OPERATIONS (d) - ARROWS SHALL POINT SOUTHERLY. [419mm 6 152mm LC � 0 /) O O 41102mm) i' 4#10(LIGHT); 0 �,� PERSONNEL IN TESTING THE ENTIRE FUNCTIONALITY OF THE MODEL 170 CONTROLLER AND �-{ FUTURE CONDUIT J 2#12(IISNS `� EX 53[2"]C, INSTALL 3#6 THE EVP UNITS. (e) - FUTURE 16.8m MAST ARM. INSTALL ADAPTER T ) PLATE FOR SPECIFIED INTERIM MAST ARM. A ( 53C, 36 10 - FDN 53C, INSTALL 6PR#19 SIC TO MILLIKEN AVENUE CONTROLLER CABINET _ I.I.S.N.S. LEGEND DETAIL FUTURE 07 LOOPS (TYP) I -�`'' - - ' C - - (APPRQX 40Dm[1300']). INSTALL 6PR,J19 SIC TO MASI DRIVE _ N.T.S. I 41811 r } R_ 73-6 5 7 1; l CONTROLLER CABINET (APPROX 375m[1230'1). - - - - - - - - -- - -- - _ - --- - - --- - - _ _ - _-- }C, l - -- - 1 r L � . � �� 1 EX 4 EXINST[��1 ., 6E 1 --- - - _-_- `•!-= - - - -- - �t-- ._..� __ __�. .:---i - -- - -- - - - - -- INSTALL I 51 DLC C INSTALL' 3-�DLC -- --- - - - - - - --- - -- -- -- EX 41[1 -1/2"]C, - J f 1 1 I �, - rte_~ - - - - -1/21C,-- -- � EX 41 [1 1/�-]Cr -EX 41[1 INSTALL 6PRf 19 SIC TO - _ _ - - - - - -- - - - - - -- - - - �- - - - - - -- - - - - -i�- - - - FUTURE RAMP I' _ r \` . - - TT'$ _ 0 ` ' Q - - - - - ! # INSTALL 6PR 19 SIC TO _ R yy INSTALL 4 DLC # MILLIKEN AVENUE CONTROLLER- -- -- ' -� - / INSTALL 6PR 19 SIC MAST DRIVE CONTROLLER EX 41[1 -1/2"]C, B 4 t .�- I 4 FD C - C FDN - BC _ _ __ I - - CABINET (APPROX 375m[1230']) CABINET (APPROX 400m[1300']) 3 i t- i u , 08 08 6 R - - _ - INSTALL 6PR 19 SIC - - -- - - -- ---- ----- - - -- - --- - -- - „ / I - - , c}� �t EX 41[1 ]C, R W FDN / ' - DETAIL "A" ,L - `- = �, - ---- ---- - -- - - --- - -- --- - - _ _ _-- - --_-- t fi=r� �C INSTALL 3-DLC --. RC _��- _ -�r- 0 ,� - _ - -- - - - - - - - - - - - - - - - - f - - - - - - - - - - - 2 _ - - - - - - - - -- - A � -Lr ,.J I - - - -- - 08 _v 1 02 `x - - - _rte- �- 4 I rn. L J , I - - — -- - - --- _ - -..--- - - - -- - L/ .._ ._ / 1 -- � }.-._..._ ,r i� INSTALL '6PR 19 SIC R34-2 ' `, - - -__- -- - - -- EX 78[3 ]C ` 06 - - 4- --- - ---- - --- u AB - - - - - - - - -- - -- - C -- t- -. ------- - --- - - -- - _ -- -- - - - - - --- - - A E I- --- I - ----- - -----`1.------------------ - - - ------ _.------ - - - ------ --- - - -- Mr� - - - - - - - - - '- - - — -- - - - -- -- -- -- - - I - N �L�� R96 EXISTING E $ ' 6 R966(RT) ;BARRICADE -: 614E civ ^ 613E ; 6J3U r u i ^ l U _ 1 1AI "'^� - - - ----� ----- ----- -- /.,-- ----- -------'/.'---- ---- ---- --- r/-----.—. _-------- ---------.. ' .__ l._._----- --- '//------- ---- `/,/--- -- ----'---. __-------- JV'--------- - �, ------ - -��-7c- _-- -- -_----_ ---__;dV--- -:__ --- - ----_--,v ►,ry --- ---- - - E - -- -- ----- - --- ---- - --- --- - - 7 AB EXIST �. E N ") _ E _ _ 6J4U LOOPS N ' 6J3L 6J2L FOOTHILL BOULEVARD (SR-66l �i.�• 06 - - - ----- -------- ;------ -- - --- -- -- - - - -- -- - t AB - AB - -- -- - _ - �=-' 43m TO E C AB C 01106 6J4U 6J3L 87m TO 6J2U AB AB C AB (0- E 4 ; I moi" X-WALK X-WALK i � • M u ' S R73-2 - -- -- - - - - - - - - -- ---- } - - - - - - -6 01 m 4 1m c0� 73 70 C,4 - - - - - - - - -- -- - -- - - - - -- - - - - - -- - - - - - - - - -- - - -- -- - - -- - - - - - - ` "i J9U 5J1Ui L L l . - - - - - - - - - - - - - - - - -- -- - - - - - - - -- -- - - - - - -- - -- - - - - - - - - - - - -- - - - -- -- ' 87m TO 43m TO r� `M' N 212U LIMI LIN ^ 213L LIMI LIN EXIST AB N 214U I 02&05(FUT) 4 5 LOOPS ABAB - - - --- ---------- --- - ----- - ---- ---- ----- -- -- --- - -- ---- --- - - -- - ^ - r E AB CONDUIT R34-2 5 02 N u ^ 212L 7213L (O_ 214U ( �- E 'n t_ (V � _I �N �- l � �'--' N NiuRC (�, --- ----- ----- -- --- _.._. _ co E - - - - ----- - - --- - E -- - ----- --- - -- - --- ----------- -- - ----- ---- - - - L-1 � a? rn ca, I C FOUNDATION E^ 213U 213E a?- 214E c. �,�® �-�, 00 ONOUIT - - -- -- FOUNDATION - - -- �--- - ,� _ �`_ --- -- - ------ ----- --- --- -- -- --- - -- -- - - ----- & PULL BOXL`J �r' T x ; _ R96, CO r. 214E ' 6 R96B(LT) 02&OLA 1 u L� J Uci" 53C, 3-DLC TAIL "B" 01 _ DETAIL LA - 00 - - - 02P - - 0 i 6 CONSTRUCTION NOTES R/W 53C, 3-DLC 53C, 4-DLC 53C, 5-DLC --- - --- -- ----- - -- - 0 ` _ 6 F D INSTALL TYPE 170 CONTROLLER ASSEMBLY IN TYPE 332 CABINET ON NEW FOUNDATION. 08 INCLUDE ALL EQUIPMENT NECESSARY TO PROVIDE THE OPERATION SHOWN ON THIS PLAN r INCLUDING A C2 CABLE ASSEMBLY AND BATTERY BACKUP. TERMINATE DUAL SIC TO CABLE, CONDUCTOR, AND CONDUIT SCHEDULE _ - TBO TERMINAL BLOCK AND TEST FOR GOOD COMMUNICATION TO BOTH MILLIKEN AVENUE PHASE DIAGRAM P CONDUIT SIZE & RUN 8 6A7 AND MASI DRIVE CONTROLLER CABINETS. CONTROLLER CABINET AND ASSEMBLY SHALL AWG SIZE H POLE m mm mm © I BE PURCHASED FROM THE STATE of CALIFORNIA. SEE SPECIAL PROVISIONS. OR A OR 03m 78mm 78mm 78mm 78mm 78mm 78mm 78mm —� CABLE TYPE S CIRCUIT �' 20 FURNISH AND INSTALL TYPE III-CF 120/240V DUAL-METER SERVICE EQUIPMENT Scale. 1 .200 "---� E � l & i (.(� 8J U 8J8U 8J8L 53C, ENCLOSURE ON EXISTING FOUNDATION. INSTALL (2) 100A MAIN BREAKERS, 50A SIGNAL C POLE A - 01,06,06P FUT 1 4-DLC BREAKER, 30A LIGHTING BREAKER, AND 15A IISNS BREAKER. SIGNAL CIRCUIT SHALL BE METRIC UNITS 01 02 03 04 0 C POLE B - 07 FUT ,08,06PP6 FUT , , I Z I I 120V METERED (METER 1), LIGHTING CIRCUIT SHALL BE 120V METERED (METER 2). (FUTURE) N 3 O POLE C - 08,08P,06PPB FUT W ^ Y [XX] - INDICATES IMPERIAL UNIT EQUIVALENT 1 W EXISTING 76mm [3"] CONDUIT FROM SCE TRANSFORMER TO 4 a----fl D POLE D - 02 05 FUT ,06,06P FUT ,08PP6 > o ❑3 N �� a� U p POLE E - 02,OLA,o5 FUT ,02P,08PP6 E- 13 I I SERVICE EQUIPMENT ENCLOSURE. SCE TO INSTALL SERVICE CONDUCTORS. a C U POLE F - 07 FUT ,08,08P 02PPB 1 > > > > 1 Q Q I E X AT LEAST 15 WORKING DAYS ADVANCE NOTICE SHALL BE GIVEN TO SCE T C POLE G - 07 FUT 02PP6 1 , , , , , � BY CONTACTING MS. STEPHANIE RODRIGUEZ AT (909) 357-6163. 05 FUTURE 06 07 FUTURE 08 0 T POLE H - 01,02, 10?P P , , 1 1 1 1 TRAFFIC SIGNAL Z 4 INSTALL SINGLE INPUT, SINGLE OUTPUT EVP DETECTOR ON SIGNAL HEAD 12 0 MAINTENANCE i (� ❑ ` OLA=02 & 08 (GREEN OMIT 02) S R EASEMENT I FOR PHASES SHOWN PER STATE STANDARD PLAN ES-4E. I- t S 5 INSTALL SIGN ON SIGNAL MAST ARM AS INDICATED PER STATE STANDARD In � C $ TOTAL CABLES 3 CONDUCT/12 CONDUCT s a ' z 1 4 s 3 4 2 3 ' 2 1 817E E PLAN ES-7N, DETAIL U. NO. DESCRIPTION OF REVISION DATE APPROVED i a 10 LIGHTING 2 2 2 2 2 2 2 © INSTALL SIGN(S) ON SIGNAL POLE AS INDICATED WITH MINIMUM 2.1 m[7'] F EVP PHASE DIAGRAM 12 I.I.S.N.S. 2 2 2 2 2 2 2 I 4.27m 3.66m 3.6 m 3.66m 4.27m I CLEARANCE TO FINISHED SURFACE. CITY OF RANCHO C U CAM O N GA 3 8 BARE GROUND 1 1 1 1 1 1 1 1 [14'] [12'] [1 ] [12'] [14'] 53C, I 7❑ COVER TENON WITH METAL CAP. INTERIM �— (FUTURE)Q 10 BARE GROUND 1 1 1 1 1 1 1 F3-DLC 0 - - n 1 DETECTORS 2 2 I Y ® SEE STREET IMPROVEMENT PLANS FOR ELECTROLIER REMOVAL. SIGNAL AND LIGHTING PLAN —� 2 DETECTORS 6 6 6 6 6 6 1 5m _j 1 5m i 4 DETECTORS [5�] 3 [5 ] ❑ REMOVE EXISTING PULLBOX. INSTALL FOOTHILL BOULEVARD AND 41 do 06 42 do 05 07 FUTURE 48 o TYPE "B" DLC 5 DETECTORS 2 2 2 2 2 2 of 1 I TYPE 6E PULLBOX IN SAME LOCATION. SEAL 6 DETECTORS 6 6 M AYT E N AV E N U E 7 DETECTORS FUT 6 6 M 10 ASSIGN LOOPS TO 07 OPERATION (FUTURE). ul 8 DETECTORS 6 6 6 6 _ o i 1 1 COIL LOOP WIRES IN PULLBOX FOR FUTURE Q�QFESS//�,� �� � F TOTAL DLC 28 6 22 14 14 8 8 APPROVED BY DATE/l �` EVP CABLE 4 1 1 2 2 1 1 07 LOOPS. CITY ENGINEER �� R.C.E. N0. 24953 Z O N a o (N)/(N) (E) (E) (E)/(N) (E)/(N) (N) (N) (N) �6U 8 6 8 7U � R D DESIGN RECOMMENDED i Eu o THIS INTERSECTION SHALL BE COMPLETELY REWIRED. NOTE: 8JI of J L J � ADZ PARSONS J N - O ALL CABLES AND CONDUCTORS SHALL BE NEW. FUTURE 05 07, 06P, AND 06PPB RUNS N0. 59351 TRA YSWC FITATIOIV GROUP INC (E) - EXISTING CONDUIT (N) - NEW CONDUIT ARE INCLUbED IN CONDUCTOR SCHEDULE. L— - _ _ - _ _ _ - __ - - _ * Ems. 06- 03 * DRAWN 4701 VON KARMAN AVENUE, SUITE 300 SHEET a a NOTE: SPECIAL PROVISIONS FOR THIS WORK ARE �f9lF C/��` �� ADZ NEWPORT BEACH, CA. 92660 10 OF 10 - w CA1�F el:( 9)263-93 Fax:(949)263-1225 I 0 0 0 ON FILE IN THE CITY ENGINEER'S OFFICE L �, ., CHECKED �o OL DRAWING NO. a 20 8 FILE: P.M. 15295 THIS PLAN IS ACCURATE FOR ELECTRICAL WORK ONLY AE Alexander D. uponski R.C.E. No. 59351 Dote 1705-S --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- (416L) :(416U) O R POLE SCHEDULE ' } EX. 2"C, INSTALL 2-DLC 0 R o Y No. STANDARD LUMINAIRE SIGNAL MOUNTING PPB 1LEGEND POLE LOCATION M = i (417U) O Y GENERAL NOTES HPSV REMARKS I O R O G O J TYPE SIG. M A. HEIGHT VEHICLE PED PHASE ARROW E B C ' O 1 . ALL WORK, MATERIALS AND EQUIPMENT SHALL CONFORM TO THE y ,,,,g ( ) — +i 00 G YA © o REQUIREMENTS OF CALIFORNIA DEPT. OF TRANSPORTATION, STANDARD etric A 29-5-129 15.24m 4.6m 9.14m 2DOW MAS-5A MAS SV-1 -T - - - Ma ten -� e 4.Om - 1 .Om E �J Y YA F " v .� PLANS AND STANDARD SPECIFICATIONS DATED JULY 1997 AND THE g 1-A (o)(b) - - 10' (b) - - - TV-1 -T - - - - - 18' 3' - ,N m © GA _ SPECIAL PROVISIONS FOR THIS PROJECT. GA C 26-4-80 (o)(b) 25'(b)(c) 15' (b) 30' (b) 2DOW — MAS-46 SV—1 —T SP-1 -CS - - Foothill „� 12' - 5' - O ^, (BOIG © GA D 15 - 4.6m 9.14m 200W - SV-2-TA - 8 —� - 3.5m 1 .Om `- } FOR ADDITIONAL EN RA NOTES. Z W 2. SEE SHEET 4 0 G E L E 29-5-129 16.76m 4.6m 9.14m 20OW — MAS SV-1 -T SP-1 -CS 8 * 4.Om - 1 .Om - W Z) W DETAIL "A" DETAIL "B" DETAIL "C" F 1—A - - 3.o5m - - - TV-1 -T SP-1 -CS 2 —� - - 4.Om 1 .Om - N Z V) -- -- - - - --- - - -- --- 3. THE CONTRACTOR SHALL GIVE CALTRANS ELECTRICAL OPERATIONS 26-4-129 d 4.6m 9.14m 200w - - - - 2 �— Foothill � 4.Om - 1 .Om - W O I ALL 300 mm[12"] LENSES ALL 300 mm[12"] LENSES ALL 300 mm[12"] LENSES PERSONNEL A THREE-DAY ADVANCE NOTICE PRIOR TO SIGNAL ACTIVATION. G (-) - >> - - Q J NTS NTS NTS H 15 4.6m 9.14m 200W - - SV-2-TA SP-1 -CS - - 4.Om 1 .Om C V 4. ALL RED VEHICLE INDICATIONS SHALL BE L.E.D. TYPE. ALL EQUIPMENT IS NEW. I G EX. 2 2 5. INSTALL A BARE COPPER GROUNDING CONDUCTOR 10 AWG IN CONDUITS (a) - INSTALL POLE ON EXISTING FOUNDATION INSTALLL:: 3 (b) - CALTRANS JULY 1992 STANDARD 000 2#10 (LIGHTING), CONTAINING DLC'S AND A BARE COPPER GROUNDING CONDUCTOR #8 AWG (c) - FUTURE 40' MAST ARM-INSTALL MODIFIED I 2#12 (IISNS) ,,,,.--EXIST SCE TRANSFORMER #P5452448 IN CONDUITS CONTAINING SIGNAL CONDUCTORS. INTERIM MAST ARM. 1 (d) - FUTURE 12.2m MAST ARM-INSTALL COVERI` EX. 2"C, PLATE ON FLANGE. EX. 2"C, INSTALL 3-DLC I_J 1 INSTALL 2#6 (CONTROLLER), 1 #6 (GFCI) 87mt TO LIMIT LINE (e) - ARROWS SHALL POINT NORTHERLY I EX. 1 -1/2"C, EXISTING 6PR#19 SIC FROM MILLIKEN �k - LEGEND TO BE DETERMINED. (SUBMIT LEGEND TO -- -_ -.-_-. AVENUE. INSTALL 6PR#19 SIC TO MASI DRIVE. - --- - r ` CITY FOR VERIFICATION PRIOR TO INSTALLATION). ", (417L) 2 EX. 1 -1/2"C. R/WINSTALL 2-DLC EX. 1 -1 2"C, INSTALL 7\ I L -1-" �--- -�-:--.r-.i �, -- EX 1 2" ---- ;t -- ----- - - -- - --- FUTURE RAMP © ; - -1/ c, 6PR#MASI19 SDRIVIC OE ----- - __. . -- ----- -- -- INSTALL 3-DLC C SC EX. 1 -1/2"C WITH 3 -r 08 4 08 08 �' O - - - - - - - - - 6PR#19 SIC ,' ,.��, - - - - - - R/W 06 SI FOUNDATIONEE i DET IL „A.. 02 - -- ----_- - _ - _-_ _ - - y _ --- - - DR MA - - O =