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HomeMy WebLinkAbout2397-SZ Qc Q W o° VINEYARD AVE FOOTHILL LION ST I BOULAEVARO FOOTHILL SIGNING &STRIPING NOTES FO��H�L�., 1Q— INSTALIL THERMOPLASTIC LEGEND, SYMBOL OR ARROW TYPE IV (S.A.E.). EXCEPT LEGENDS IN BIKE LANES SHALL BE PAINT. PAINT 4" SKIP WHITE LANE LINE AND INSTALL_ CERAMIC BOTT DOTS WITH TYPE '"G" MARKERS PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 133. INSTALL- THERMOPLASTIC 12" SOLID WHITE STRIPE PER PLAN O4 -- PAINT 4" SOLID WHITE STRIPE WITH TYPE "G" MARKERS PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NO. 133. INSTALL HYDRANT MARKERS PER CITY STD. NO. 134. �6 -- INSTALIL SIGN AND POST PER PLAN AND CITY STD., D)WG. 401B. HELLMAN AVENUE 7Q-- INSTALL NEW LOOPS DETECTOR. (see detail ON SHEET 5) PAINT 6" SOLID WHITE BIKE LANE LINE PER CALTRAN DETAIL 39. PAINT 6" SKIP WHITE BIKE LANE LINE PER CALTRAN DETAIL 39A. BovLEVar;v 13 PAINT 8" SKIP WHITE LANE DROP LINE WITH TYPE "G" MARKERS PER CALTRANS SSTD. 37B 10 INSTALL MEDIAN EDGE LINE WITH TYPE "H" MARKERS PER CITY 16 PAINT 4" SOLID WHITE EDGE LINE PER CALTRANS STD. DETAIL 27B. STANDARD NO. 133. 11 PAINT 8" WHITE SOLID STRIPE WITH TYPE "G" MARKERS PER CITY STANDARD NO. 133. RE –PAINT LIMIT LINE & LEGEND (TYP) �l v S1. 4r Q1 W 0 N I W V t �QR,pFESSIp� F o No. 53672 Exp. 06 -30 -15 CfV ►�- ��- OF GAL�F xrRVJCt.i 1 0 nCG I IVtJ. V W I w W h I Z Z U 190' TRANS 41 W h Z I Z Z V HELMS AVENUE OOT'HI L KLUSMAN ST _cn > FOOTHILL 1 \-J � R7_1ld�,l g 13OULEVARD LOOP DETECTOR PLACEMENT 6' ARCHIBALD A VE11UE Q0 W Z W Z U NO S: 1. TYPE D AND TYPE E LOOP DETECTORS SHALL NOT BE MIXED ON THE SAME DiETECTOR CHANNELS. 2. LOOP DETECTORS ARE REQUIRED IN DEDICATED RIGHT TURN LANES ONLY WHERE SHOWN ON PLANS. 3. LOOP DETECTOR CHANNEL ASSIGNMENTS SHALL BE PER LOOP DETECTOR PLAMENT DETAIL EXCEPT WHERE AUTHORIZED BY THE TRAFFIC ENGINEER. 4. LOOP DETECTORS ARE TO BE INSTALLED IN ACCORDANCE WITH THE PROJECT'$ SPECIAL PROVISIONS. 5. LOOP DETECTORS SHALL BE UPGRADED TO MEET THE REQUIREMENTS OF THIS; STANDARD PLAN. CONTRACTOR SHALL SUPPLY ALL LABOR, MATERIAL, AND EQUIPMENT TO PERFORM THE NECESSARY UPGRADE INCLUDING BUT NOT LIMITED TO THE FOLLOWING: - INSTALL LOOP DETECTORS IN THE CONFIGURATION AS SHOWN. - INSTALL ONE NEW DLC IN EXISTING CONDUIT PER ASSOCIATED DETECTOR CHANNEL FOR NEW TYPE D LOOPS. - INSTALL ONE NEW DETECTOR IN THE EXISTING CONTROLLER CABINET FOR EACH ADDED DETECTOR CHANNEL. - ENSURE PROPER DETECTION OF ALL NEWLY INSTALLED LOOP DETECTORS. 6. 1 -A -�P = DETECTOR ASSIGNMENT; A= CARDINAL DIRECTION OF APPROACH; 'p= ASSOCIATED PHASE 7. FOR TYPE D LOOPS, INSTALL DLC TO THE CONTROLLER CABINET AND INSTALIE EITHER RENO A &E ) (MODEL C -1200 SERIES) OR EBERLE DESIGN INC. (ORACLE /2) OR AN APPROKED EQUAL VEHICLE DETECTOR INTO THE CONTROLLER CABINET. EQUIPMENT SHALL BE INSTALLED 10 PROVIDE ITS INTENDED OPERATION. DESCRIPTION OF REVISION v O W W h I w z U 0 x r �Q�oFESSio�� n No. 53672 W. Exp. 06 -30 -15 Cl y IV O 'a-\F DATE I QED: CITY OF RANCHO CUCAMONGA STRIPING FLAN FOOTHILL BOULEVARD PAVEMENT REHABILITATION FROM VINEYARD AVENUE TO HAVEN AVENUE APPROVED BY: DATE: - `z 1=4 c CITY ENGINEER RCE: 53672 DESIGN PLAN PREPARED BY: FECOMMENDED MVA CITY OF RANCHO (CUCAMONGA CENTER DRAWN RANCOHO ICUCAMONGA, 0AV91730 SHEET MVA 7 OF 9 CHECKED DRAWING No. RD2 2397 —S PROJECT SHEET NO. 7 OF 15 SIGNING &STRIPING NOTES t OF DOUBLE YELLOW LINE 1�-- INSTAILL THERMOPLASTIC LEGEND, SYMBOL OR ARROW TYPE IV (S.A.E.). EXCEPT OR MEDIAN CURB FACE LEGEMDS IN BIKE LANES SHALL BE PAINT. LEFT TURN LANE 04 \� PAINT 4" SKIP WHITE LANE LINE AND INSTALL CERAMIC BOTT DOTS WITH �e 15' TYPE "G" MARKERS PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 133. 30' 10' o V) INSTALL. THERMOPLASTIC 12" SOLID WHITE STRIPE PER PLAN Q ¢ i o r- t 8 "WHITE TURNING LANE LINE N w 4 PAINT 4" SOLID WHITE STRIPE WITH TYPE "G" MARKERS PER CITY OF Z RANCIHO CUCAMONGA STANDARD PLAN NO. 133. THRU LANE J 5�-- INSTAILL HYDRANT MARKERS PER CITY STD. NO. 134. < a 6Q— INSTAILL. SIGN AND POST PER PLAN AND CITY 10' c0 r STD. (DWG. 401B. INSTAILL NEW LOOPS DETECTOR. n $ " " o- 4 LANE LINE i IF (yam ;detail hereon)- l - PAINT- 6" SOLID WHITE BIKE LANE UNE PER CALTRAN DETAIL 39. Q DISTANCE TO LIMIT N THRU LANE N z LINE PER CMUTCD, -' �J PAINT- 6" SKIP WHITE BIKE LANE LINE PER CALTRAN DETAIL 39A. LATEST EDITION 10' i0 ~ 10 INSTAILL MEDIAN EDGE LINE WITH TYPE "H" MARKERS PER CITY o STANDDARD NO. 133. cV � 11 PAINT 8" WHITE SOLID STRIPE WITH TYPE "G" MARKERS PER CITY 6 BIKE LANE LINE Q V) STANDARD NO. 133. r RE- FPAINT LIMIT LINE & LEGEND (TYP) M U 8" TURNING LANE LINE - N 16 PAINT 4" SOLID WHITE EDGE LINE PER CALTRANS STD. DETAIL 27B. _ 041 RIGHT TURN LANE CL 10' (SEE NOTE 2) a CD ¢► I -TOP OF CURB FACE It r I�D LOOP DETECTOR PLACEMENT 6' ARCHIBALD A VE11UE Q0 W Z W Z U NO S: 1. TYPE D AND TYPE E LOOP DETECTORS SHALL NOT BE MIXED ON THE SAME DiETECTOR CHANNELS. 2. LOOP DETECTORS ARE REQUIRED IN DEDICATED RIGHT TURN LANES ONLY WHERE SHOWN ON PLANS. 3. LOOP DETECTOR CHANNEL ASSIGNMENTS SHALL BE PER LOOP DETECTOR PLAMENT DETAIL EXCEPT WHERE AUTHORIZED BY THE TRAFFIC ENGINEER. 4. LOOP DETECTORS ARE TO BE INSTALLED IN ACCORDANCE WITH THE PROJECT'$ SPECIAL PROVISIONS. 5. LOOP DETECTORS SHALL BE UPGRADED TO MEET THE REQUIREMENTS OF THIS; STANDARD PLAN. CONTRACTOR SHALL SUPPLY ALL LABOR, MATERIAL, AND EQUIPMENT TO PERFORM THE NECESSARY UPGRADE INCLUDING BUT NOT LIMITED TO THE FOLLOWING: - INSTALL LOOP DETECTORS IN THE CONFIGURATION AS SHOWN. - INSTALL ONE NEW DLC IN EXISTING CONDUIT PER ASSOCIATED DETECTOR CHANNEL FOR NEW TYPE D LOOPS. - INSTALL ONE NEW DETECTOR IN THE EXISTING CONTROLLER CABINET FOR EACH ADDED DETECTOR CHANNEL. - ENSURE PROPER DETECTION OF ALL NEWLY INSTALLED LOOP DETECTORS. 6. 1 -A -�P = DETECTOR ASSIGNMENT; A= CARDINAL DIRECTION OF APPROACH; 'p= ASSOCIATED PHASE 7. FOR TYPE D LOOPS, INSTALL DLC TO THE CONTROLLER CABINET AND INSTALIE EITHER RENO A &E ) (MODEL C -1200 SERIES) OR EBERLE DESIGN INC. (ORACLE /2) OR AN APPROKED EQUAL VEHICLE DETECTOR INTO THE CONTROLLER CABINET. EQUIPMENT SHALL BE INSTALLED 10 PROVIDE ITS INTENDED OPERATION. DESCRIPTION OF REVISION v O W W h I w z U 0 x r �Q�oFESSio�� n No. 53672 W. Exp. 06 -30 -15 Cl y IV O 'a-\F DATE I QED: CITY OF RANCHO CUCAMONGA STRIPING FLAN FOOTHILL BOULEVARD PAVEMENT REHABILITATION FROM VINEYARD AVENUE TO HAVEN AVENUE APPROVED BY: DATE: - `z 1=4 c CITY ENGINEER RCE: 53672 DESIGN PLAN PREPARED BY: FECOMMENDED MVA CITY OF RANCHO (CUCAMONGA CENTER DRAWN RANCOHO ICUCAMONGA, 0AV91730 SHEET MVA 7 OF 9 CHECKED DRAWING No. RD2 2397 —S PROJECT SHEET NO. 7 OF 15 t\ v Q W Ql W d I Z F40THILL BOULEVARD FOOTHILL. BOULEVARD SIGNING & STRIPING NOTES IN TALL THERMOPLASTIC LEGEND, SYMBOL OR ARROW TYPE IV (S.A.E.) �– PAONT 4" SKIP WHITE LANE UNE AND INSTALL CERAMIC BOTT DOTS WITH TytPE "G" MARKERS PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 133. 3�-- INSTALL 12" TERMOPLASTIC SOLID WHITE STRIPE PER PLAN PAINT 4" SOLID WHITE STRIPE WITH TYPE "G" MARKERS PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NO. 133. 5�— INcSTALL HYDRANT MARKERS PER CITY STD. NO. 134. D— INSTALL SIGN AND POST PER PLAN AND CITY STD. DWG. 401 B. 7�-- INSTNLL NEW LOOPS DETECTOR. (see detail on SHEET 5) 8PAINT 6" SOLID WHITE BIKE LANE UNE PER CALTRAN DETAIL 39. �– PAIN 6" SKIP WHITE BIKE LANE LINE PER CALTRAN DETAIL 39A. 10 PAINT 4" SOLID FYELLOW EDGE LINE WITH TYPE "H" MARKERS PER CITY STANDARD NO. 1 °33. 11 PAINT 8" SOUD WHITE STRIPE WITH TYPE °G" MARKERS PER CITY STANDARD NO. 1133. 1Q-- RE –PAINT LIMIT JUNE & LEGEND (TYP) 13 PAINT 8" SKIP WSHITE LANE DROP LINE WITH TYPE "G" PER CALTRANS STANDARD DETAIL- 37B• 14 PAINT 4" SKIP WHITE LANE UNE EXTENSIONS THROUGH INTERSECTIONS PER CALTRANS STD. DETAIL 4(o WITH BOTT DOTS. 15 PAINT 4" SKIP YELLOW CENTEfR LINE EXTENSIONS THROUGH INTERSECTIONS PER CALTRANS STD. DETAIL 41 WITH CERAMIC BOTT DOTS. 16 PAINT 4" SOUD WHITE EDGE ILINE PER CALTRANS STD. DETAIL 27B. 0 II vl QROFEss,o,�� No. 53672 �0 Exp. 06 -30 -15 CIV J%- PPft1FrT SHFFT NO R OF 15 �i W Z W °o i z CENTER ST 1 m Q W W 8 +00 O 0 1 U [6 IL 170' TRANS D8j - /7--\ 45' AT 40' SPACING TYP_ REMOVE EXIST. W74 SIGN R81 &R81 A 6 FOOTHII.. SIGNING & STRIPING NOTES 1Q--` INSTAX" THERMOPLASTIC LEGEND, SYMBOL OR ARROW TYPE N (S.A.E.) PAINTr 4" SKIP WHITE LANE LINE AND INSTALL CERAMIC BOTT DOTS WITH TYPE` "G" MARKERS PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 133. �3�-- INSTA LL TERMOPLASTIC 12" SOLID WHITE STRIPE PER PLAN �/— PAINTr 4" SOLID WHITE STRIPE WITH TYPE "G" MARKERS PER CITY OF RANCIHO CUCAMONGA STANDARD PLAN NO. 133. INSTALL HYDRANT MARKERS PER CITY STD. NO. 134. INSTALL SIGN AND POST PER PLAN CITY STD. DWG. 401 B. INSTALL NEW LOOPS DETECTOR. (see detail hereon) 8�--- pjNjT 6" SOLID WHITE BIKE LANE LINE PER CALTRAN DETAIL 39. PAINTS' 6" SKIP WHITE BIKE LANE LINE PER CALTRAN DETAIL 39A. 1�0 - PA10 4" SOLID YELLOW EDGE LINE WITH TYPE "H" MARKERS PER CITY STANDARD NO. 133. 11 PAIN-r 8" SOLID WHITE STRIPE WITH TYPE "G" MARKERS PER CITY STANIDARD NO. 133. 1g- RE- PAINT LIMIT LINE & LEGEND (TYP) 13 PAINT 8" SKIP WHITE LANE DROP LINE WITH TYPE "G" PER CALTRANS STANDARD DETAIL 37B. 14 PAINT 4" SKIP WHITE LANE LINE EXTENSIONS THROUGH INTERSECTIONS PER ( CALTRANS STD. DETAIL 40 WITH BOTT DOTS. 15 PAINT 4" SKIP YELLOW CENTER LINE EXTENSIONS THROUGH INTERSECTIONS PER oCALTRANS STD. DETAIL 41 WITH CERAMIC BOTT DOTS. 16 pAINT 4" SOLID WHITE EDGE LINE PER CALTRANS STD. DETAIL 27B. f � � i ' 16 45' AT 40' SPACING TYP. R81&R81B 6 BOULEVARID O OF DOUBLE YELLOW LINE OR MEDIAN CURB FACE I I 00 4 14 ®� 3 0 - - - - - - - - - - 116 +Q0 ° ° 11 54 7 TYP ° HAVEN AVENUE I O_ 0 D O D O O D O N O N O N `p O 3. N LOOP DETECTOR PLACEMENT 0 !t x f Q?,OFESS fps, n No. 53672 7D z or Exp. 06 -30 -15 C!V IV �r OF CA`N* O DESCRIPTION OF REVISION DATE CITY CITY OF RANCHO CUCAMONGA STRIPING PLAN FOOTHILL BOULEVARD PAVEMENT REHABILITATION FROM VINEYARD AVENUE TO HAVEN AVENUE APPROVED BY: DATE: CITY ENGINEER RCE: 53672 DESM PLAN PREPARED BY: RECOMMENDED MVA CITY OF RANCHO CUCAMONGA MAWN 10500 CIVIC CENTER DRIVE. RANCHO CUCAMONGA, CA 9;1730 SF�ET MVA 9 of 9 CHECKED DRAINING No. RD2 2397 --S PROJECT SHEET NO.9 OF 15 30' 15' 10' $ N _ 1 Q o 0 1. TYPE D AND TYPE E LOOP DETECTORS SHALL NOT BE MIXED ON THE SAME DETECTOR CHANNELS. r t 8-WHITE TURNING LANE LINE `V w 2. LOOP DETECTORS ARE REQUIRED IN DEDICATED RIGHT TURN LANES ONLY WHERE SHOWN ON PLANS. THRU LANE Q 3. LOOP DETECTOR CHANNEL ASSIGNMENTS SHALL BE PER LOOP DETECTOR PLACMENT DETAIL EXCEPT ► Q WHERE AUTHORIZED BY THE TRAFFIC ENGINEER. 10 N 4. LOOP DETECTORS ARE TO BE INSTALLED IN ACCORDANCE WITH THE PROJECT'S SPECIAL PROVISIONS. F- 5. LOOP DETECTORS SHALL BE UPGRADED TO MEET THE REQUIREMENTS OF THIS STANDARD PLAN. e 4" LANE LINE CONTRACTOR SHALL SUPPLY ALL LABOR, MATERIAL, AND EQUIPMENT TO PERFORM THE NECESSARY 1 THRU LANE Q W UPGRADE INCLUDING BUT NOT LIMITED TO THE FOLLOWING: -`° LIMIT DISTANCE TO LIMIT LINE PER CMUTCD `v z - INSTALL LOOP DETECTORS IN THE CONFIGURATION AS SHOWN. - LATEST EDITION 10' - INSTALL ONE NEW DLC IN EXISTING CONDUIT PER ASSOCIATED DETECTOR CHANNEL FOR NEW TYPE D LOOPS. 0 - INSTALL ONE NEW DETECTOR IN THE EXISTING CONTROLLER CABINET FOR EACH ADDED DETECTOR CHANNEL. o - ENSURE PROPER DETECTION OF ALL NEWLY INSTALLED LOOP DETECTORS. 6 BIKE LANE LINE Y 6. 1 -A -�P = DETECTOR ASSIGNMENT; A= CARDINAL DIRECTION OF APPROACH; P -_ ASSOCIATED PHASE 1 Q m ir 7, FOR TYPE D LOOPS, INSTALL DLC TO THE CONTROLLER CABINET AND INSTALL OTHER RENO A &E ) s TURNING LANE LINE (MODEL C -1200 SERIES) OR EBERLE DESIGN INC. (ORACLE/ 2) OR AN APPROVEED EQUAL VEHICLE w DETECTOR INTO THE CONTROLLER CABINET. EQUIPMENT SHALL BE INSTALLED TQ PROVIDE ITS INTENDED OPERATION, RIGHT TURN LANE �- 10' (SEE NOTE 2) ► 0 a. '- <c a C14 ,,—TOP OF CURS FACE Q d t° LOOP DETECTOR PLACEMENT 0 !t x f Q?,OFESS fps, n No. 53672 7D z or Exp. 06 -30 -15 C!V IV �r OF CA`N* O DESCRIPTION OF REVISION DATE CITY CITY OF RANCHO CUCAMONGA STRIPING PLAN FOOTHILL BOULEVARD PAVEMENT REHABILITATION FROM VINEYARD AVENUE TO HAVEN AVENUE APPROVED BY: DATE: CITY ENGINEER RCE: 53672 DESM PLAN PREPARED BY: RECOMMENDED MVA CITY OF RANCHO CUCAMONGA MAWN 10500 CIVIC CENTER DRIVE. RANCHO CUCAMONGA, CA 9;1730 SF�ET MVA 9 of 9 CHECKED DRAINING No. RD2 2397 --S PROJECT SHEET NO.9 OF 15 IRV, Ez� Ai m PHASE DIAGRAM I- 'i I I F I I < Ziriv Bills a 21 F-11 LN lummimsiv,41 1 FOOTHILL BOULEVARD -u-61 I'll I Ji I I I l I PLANS ORIGINAL 20 40 60 80 USERNAME =� DFLTUSER c\j MILLIMETERS J_ — ----------- => ... \ph 1 e03. LLI >- m 0 Ld w ir W w < cr- a w IRV, Ez� Ai m PHASE DIAGRAM I- 'i I I F I I < Ziriv Bills a 21 F-11 LN lummimsiv,41 1 FOOTHILL BOULEVARD -u-61 I'll I Ji I I I l I I I= :D 3. L Z�+j: 06 AB 3• 6 1 01 & 06 B F -71 A BI-7,,, 3. FAR i to A B t-ow c\j 1 1 r LUB I zly I/ /I a S I GNAL :-ASEMENT M— WE ZOW (LAMM ffM MMOM ZONE WITH S&MAX OUMM AMANCED,I)MMM ZONE z- ASSIGNED IN CONTROLLER AS 1-8 (IP) SMP BAR, DEMMM ZONE ASSIGNED 114 CONTROLLER AS 9-18 (NTCIP) BW DETECTK* ZONE - ASSIGNED IN CONTROLLER AS 17-24 (MM A F 'I p1mmm THIS PLAN ACCURA'TE FOR ELECTRICAL WORK ONLY FOR REDUCED PLANS ORIGINAL 20 40 60 80 USERNAME =� DFLTUSER c\j MILLIMETERS J_ DGN FILE => ... \ph 1 e03. I I= :D 3. L Z�+j: 06 AB 3• 6 1 01 & 06 B F -71 A BI-7,,, 3. FAR i to A B t-ow c\j 1 1 r LUB I zly I/ /I a S I GNAL :-ASEMENT M— WE ZOW (LAMM ffM MMOM ZONE WITH S&MAX OUMM AMANCED,I)MMM ZONE z- ASSIGNED IN CONTROLLER AS 1-8 (IP) SMP BAR, DEMMM ZONE ASSIGNED 114 CONTROLLER AS 9-18 (NTCIP) BW DETECTK* ZONE - ASSIGNED IN CONTROLLER AS 17-24 (MM A F 'I p1mmm THIS PLAN ACCURA'TE FOR ELECTRICAL WORK ONLY FOR REDUCED PLANS ORIGINAL 20 40 60 80 USERNAME =� DFLTUSER SCALE IS IN MILLIMETERS J_ DGN FILE => ... \ph 1 e03. L1.3. • INSTALL VIDEO DETECTION TRAFFIC SIGNAL SYSTEM. 1 -71$11 S 10 r I 1 ! a w D-U-IT RUNS UG HOLE RS' RS C� v v A RA:AI .. - r ERE E. S DETECTION SEPARATE OUTPUT) � l A f� A • A� • INSTALL VIDEO DETECTION TRAFFIC SIGNAL SYSTEM. 1 -71$11 S 10 a u 212U 285 L-�t-ov\ X-walk 1 -W -02 7 amil &mum m =—no on V� DLC 1 1 **Cs2DLC 11 2' R/W > Li _x x 0 1-Y 1—S-08 R/W walgrain m I LLAallm 2971304 (o DRAWING NO. 2397 PROJECT SHEET NO. 12 OF 15 \N 2t! I IN Ln ' 203mm s _ 0 -V& 05 4i> 0 —,-41C — 3 DLCa W.M. 1#10 i i _r._ ®! MEW L� Foothill B7�2v060;. Is 11 ZIA CONDUCTOR AND CONDUIT SCHEDULE + +i DUIT RUN & SIZE (mm *memo r a' �A1 DMRRED _ + AN tB /af 1 & 06 06P a Lo�6P ■ or 0 VV i 05 : • . * 9900 Mw CLAMP TAB. 02P r ♦.'." 01 & 05 02 & 05 02 & 06 04 & 06 .... . .... • AVE Ramona . PER ` BELOW DETAIL ON 1300 Foothill 980HORIZON-AL S. PER DETAIL BELOW SIGN ARM ! . MOM= t # i . , ROADWAY LIGHTING ■� FLASHING �� BEACON _ TOTALS, . ■■■■■ CONTROLLER . DETECTORS 04 DETECTORS 06 DETECfOR§ i •' Ln ' 203mm s _ 0 -V& 05 4i> 0 —,-41C — 3 DLCa W.M. 1#10 i i _r._ ®! MEW L� Foothill B7�2v060;. Is 11 ZIA 17 -4TTENTION L$. "W.0 V/ 12.7wn NIPPLE .0; • DE DETERMINED 8Y THE ENGINEER IN THE FIELD + +i S24 somm # *memo r a' �A1 DMRRED _ + 1, . 17 -4TTENTION L$. "W.0 V/ 12.7wn NIPPLE .0; EXACT POLE • DE DETERMINED 8Y THE ENGINEER IN THE FIELD + +i S24 somm # *memo r PER BELOW ON HORIZONTAL SIGN ARM �A1 DMRRED _ + 1, . tB /af 1 & 06 06P a Lo�6P ■ or 0 VV i 05 : • . * 9900 Mw CLAMP TAB. 02P r ♦.'." 01 & 05 02 & 05 02 & 06 04 & 06 .... . .... • AVE Ramona . PER ` BELOW DETAIL ON 1300 Foothill 980HORIZON-AL S. PER DETAIL BELOW SIGN ARM EXACT POLE LOCATION TO DE DETERMINED 8Y THE ENGINEER IN THE FIELD 31Lpw I m S24 somm ri *memo r �A1 DMRRED _ + 1, . tB /af 1 & 06 06P a Lo�6P ■ or 0 MIN. F 3. GAt VMZM iI!#. F O 05 :zw • 02P Mw CLAMP TAB. 02P HORIZONTAL MAST ARIA 01 & 05 02 & 05 02 & 06 04 & 06 TRAFFIC PF". ASE DIAGRAM 4� Ono mom 40AM 31Lpw I m somm ri *memo W,„w ryry�® DMRRED _ + 1, . tB /af ■ 4mmM s ■ ET MIN. F 3. GAt VMZM iI!#. F O • CLAMP TAB. ■ HORIZONTAL MAST ARIA • WAM • 78C MT PER SCE 1 1013A 240V 2-2P MAkIN CB i 30A 240V 2P CB (LIf0HTING) 50A 120V 1P CB (SI(3NALS) 15A 120V TYPE V PEC WITH 50 SE0,OND TIME DELAY (LTG . TYPE PEC NTH + - t TIME DELAY QISN�) EE I.I.S.N. S. LEGEND DETAIL Qov u — J- DUL pm 31Lpw I m somm W,„w ryry�® DMRRED _ + Hou IN CLAMP tB /af . 4mmM s ■ ET MIN. F 3. GAt VMZM iI!#. F O • CLAMP TAB. HORIZONTAL MAST ARIA Qov u — J- DUL pm 31Lpw I m somm W,„w ryry�® DMRRED _ + Hou IN CLAMP tB /af 4mmM s 1. OF 2n.M.4 ET MIN. F 3. GAt VMZM iI!#. F O CLAMP TAB. HORIZONTAL MAST ARIA P. M; - ���'• 110 C 7i �'vd jR M'Y� It .............. ............ w 0 mi 14 . . . . . . . . . . 13 "MA=7 ANt .k 1, " 1 & I T" kyj 2 "i;l LIMP IF e JOO w 0 mi 14 . . . . . . . . . . 13 9 ......... . . . . . . . . . . !J, 6— mom= MOMMANN- qm 4WOM EMT. :t cxj; a emat jp 10 0 SAO hinihsh unmel 10400:011 PAS. P�L* fOrAW. Old M*W 51 mm condo E. f i ffffff "MA=7 P -A T low. 1119" Ilmillmillm new! AM MOP MOW HMO JOO 1 20, *r wow— wwww" w 0% W-liw 4*.Pk A, w orb! F tow 5J9 � --mmm .. . ......... tj ---------- IH �05 9 ......... . . . . . . . . . . !J, 6— mom= MOMMANN- qm 4WOM EMT. :t cxj; a emat jp 10 0 SAO hinihsh unmel 10400:011 PAS. P�L* fOrAW. Old M*W 51 mm condo E. f i ffffff V) > cr V) w cr w E En ■ H-1- ON 4.2 � VA- SWAr IMS rAmp'Al - �-4 N —04 3,4 Him 0- Mj C-4 3 ftih 5.7 vjU N-04' f ® Q'REP w 16 3—E—o6 0 3 J01 & 06 01 3—E-01 3—w—as vwr% %o 05 ME i 04 —08 04 w 4.2 C14 D 1:;4 7X VAR v--53C.3—DLC "l— 53C® 4—DLC Z— 5—DLC 1— TO 1 85 53m TO I-miz.-XI E L1 M I T­ LINE x PHASE DIAGRAM NOTES (THIS SHEET ONLY) -@ TRAF SIGNAL- 8 so J7U MA I NT 01 OGP 2—S-08 06 TRO =LL ASSEMBLY I N TYPE 332 INSTALL STATE FURNISHED TYPE 170 CONTROL CAB I NET. EASEMENT 20-02 C4 WW—8.D <-- ---C> &2P 02 04 13. 8 9.4 -- 161 EXISTING INSTALL 120/240V TYPE 111—CF SERVICE CA,BINET WITH CIRCUIT IS OPERATING CORRECTLY. ----- H-1- ON 4.2 � VA- SWAr IMS rAmp'Al - �-4 N —04 3,4 Him 0- Mj C-4 3 ftih 5.7 vjU N-04' f ® Q'REP w 16 3—E—o6 0 3 J01 & 06 01 3—E-01 3—w—as vwr% %o 05 ME i 04 —08 04 w 4.2 C14 D 1:;4 7X VAR v--53C.3—DLC "l— 53C® 4—DLC Z— 5—DLC 1— TO 1 85 53m TO I-miz.-XI E L1 M I T­ LINE x PHASE DIAGRAM :3 06P NOTES (THIS SHEET ONLY) -@ TRAF SIGNAL- 8 so J7U MA I NT 01 OGP 2—S-08 06 TRO =LL ASSEMBLY I N TYPE 332 INSTALL STATE FURNISHED TYPE 170 CONTROL CAB I NET. EASEMENT 20-02 'q'I WW—8.D <-- ---C> &2P 02 04 13. 8 9.4 -- 161 EXISTING INSTALL 120/240V TYPE 111—CF SERVICE CA,BINET WITH CIRCUIT IS OPERATING CORRECTLY. ----- BREAKERS AS FOLLOWS: ALL DIMENSIONS ARE IN — I00 A/240V/2P MAIN CB — BOTH METERS — 30A/12OV/2P CB (LIGHTING) — LS-3 (METER 2) 8. CONTRACTOR SHALL FURNISH THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY METERS UNLESS OTHERWISE SHOWN ® 50A/I20V/IP CB (SIGNALS) — TC-1 (MET R 1) 2400—BAUD HAY ES INTERNAL MODEM. IN CONTROLLER CABINET. —15A/120V/IP CB (IISNS) — TC-1 (METER I FOR REDUCED PLANS OFilGINAL 0 20 40 60 so USERNAME => DFLTUSER AF-TI7135 5CALF 15 IM Mlllj� �- —J---. b-A I f I I[ Co. 1-In 3] F INSTALL EMERGENCY VEHICLE PREEMPTION DIJECTOR PHASES AS; SHOWN SEE DETAIL L ON SHEET E 2. 9. SEE SHEET E-4 FOR INTERCONNECT I :3 06P INSTALL 01 OGP &8 06 I NSTALL OR 20-02 'q'I 05 <-- ---C> &2P 02 04 0 -�p 161 EXISTING 0 DRAWING NO. 2397 PROJECT SHEET NO. 15 OF 15 INSTALL R34 SIGN ON MAST ARM. ME ZONE (LAYERED TTERS DETECTION ZONE MATH SEPARATE OUTPUT) I NSTALL R96 AND R96B S I G ON STREET SIDE OF S I GNAL POLE W I T 2. 1 m CLEARANCE. MWAN DETECTION ZONE - ASSIGNED IGNED IN COWROUIR AS 1-8 (NTCIP) SW OM, MWMM ZONE. — -ASSIGNED, IN CONTROLLER AS 9-16 (WCIP) BIKE DETECTION ZONE - ASSMED IN COWROLLER AS 17-24 (BIKE) 161 EXISTING ELECT ROL I ER TO BE REMOVED BY OTHERS AFTER SAFETY L I GHT I NG IS OPERATING CORRECTLY. ALL DIMENSIONS ARE IN INSTALL EMERGENCY VEHICLE PREEMPTION S 'STEM PHASE SELECTOR THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY METERS UNLESS OTHERWISE SHOWN MODULES IN CONTROLLER CABINET. FOR REDUCED PLANS OFilGINAL 0 20 40 60 so USERNAME => DFLTUSER AF-TI7135 5CALF 15 IM Mlllj� �- —J---. b-A I f I I[ Co. 1-In Fpp�-i DC-OF-91-PF (RM 3/80) 0 DRAWING NO. 2397 PROJECT SHEET NO. 15 OF 15