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HomeMy WebLinkAboutT_5617_S9 ...J ,_ iE CD (/J ADAMS ,_ (/) O'. :::, :r: ~ a:: ¼ <( 0 0 OJ 0 a:: a: w < m > :r: VICTORIA <( 19th ST VICINITY MAP BAKER 0 AVE a:: ORANGE COAST COLLEGE ;:: w ~ > .£0 a:: ;;; ~ .... ST PROJECT LOCATION CITY OF NEWPORT BEACH U CI CITY OF NEWPORT PUBLIC WORKS BEACH DEPARTMENT u~t%lPlPD© ~~~(N]f%[L ~@[Q)~lP~©t% u □@[N]~ t%U ~□[R1©D=G ~u £[N][Q) W@[N] ~f%(R1~f%~ t% w~ ~□[R1©D=G ~u f%~[Q) [Q)(Q)VJ~ ~u ~□[R1©D=G ~u £[N][Q) @OJJ£□rL ~u ~L%© t%~uO=GOJJ[R1 ~rL VJ[Q) f%~[Q) W@[N] ~f%(R1~f%(N] L% w~,~~~[?)(Q)[R1u [?)rLf%©~ [Q)~ EMERGENCY TELEPHONE NUMBERS AGENCY SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY PACIFIC TELEPHONE COMPANY CITY OF NEWPORT BEACH (PUBLIC UTILITIES) COUNTY SANITATIONS DISTRICTS GROUP W CABLE OF CALIFORNIA COMMUNITY CABLE VISION UNDERGROUND SERVICE ALERT NUMBER 634-0251 895-0221 551-7736 644-3011 962-2411 EXT. 222 642-3260 720-2056 1-800-422-4133 ~ ~ ::i::: VON 'KARMAN Ul -3 :;cl 1:::1 ~ / <>o ~ AVENUE $C,~ ~ SHEET 2 [((;□~@~1~ SHEET 1 . 2. 3. 4. 5. I ~~~ ~~~ ~~ ~ ~ SHEET 3 SHEET INDEX DESCRIPTION TITLE SHEET TRAFFIC SIGNAL MODIFICATION PLAN TRAFFIC SIGNAL MODIFICATION PLAN TRAFFIC SIGNAL MODIFICATION PLAN TRAFFIC SIGNAL MODIFICATION PLAN I Pt, ~ &,,~~ ~~~ LOCATION BIRCH STREET AT VON KARMAN AVENUE BIRCH STREET AT DOVE STREET BIRCH STREET AT QUAIL STREET MAC ARTHUR BOULEVARD AT VON KARMAN AVENUE/NEWPORT PLACE DRIVE ~ I ~ ~ > ~ ::i::: c:: :;cl VON KARMAN NEWPORT PLACE AVENUE DRIVE $C,~ ~~ ~ <?>~ ~ t0 s.; 0 SHEET 4 SHEET 5 LOCATION MAP NOT TO SCALE "\.• fNo, 457 [9, 12·3 ~"r ...:.:..;;,,c .., '" ci N ~ ..---------------,-.,.,,...---,---,-------------,---,---------....-----------------1f;:J PLANS PREPARED BY: (!, ,. APPROVED N WILLDAN ASSOCIATES h 12900 CROSSROADS PARKWAY'SOUTH SUITE 200, INDUSTRY, CA 91746-3409 (310) 908-6200 , Q/ .. ,; ;J. 1-----'f-----+----,----+----, ~~R~ h TITLE. SHEET I i AR.C.E. NO, 22045 ;i, DATE ,~,, .2. I !.J g; i;J 1--+----+----o-Es-rn-,P-TI-ON-----l-A-PP-.o+:-0E-s,o--NE __ 0_M_,_E-.--0R-AWN--a-s-t------------,-=r----5--6-,--7-_-s--i~ DATE BY CITY Of NEWPORT BEACH t--------1;;, REVISIONS CHECKED CT DATE 5/93 PUBLIC WORKS DEPARTMENT SHEET 1 er 5 "l L------------------------------------------------------------------'-==.:....:.:.-===-"""-"'-"-"-'-="-=-'-'-"---'--------=~.;.;;;...=---------''-----'----'----'------------'-----:, . ,~ I 0 ' 0 :CJ 0 ,., ;,-, g -.~ [) ·t~ 'l! 0 , ::;::; "' ,, -< __ , ; ~ . 1:• ~; ~ . 0 j i, r, < :::J 2 "' r C c 0 T L " 0 JJ l=:: < L G: L C < 0: rr: :c 0 JJ ~ z G1 z C ;;;: OJ n JJ CONDUCTOR SCHEDULE INDUCTIVE LOOP * AWG CIRCUIT RUN NO. /1\ /2\ /3\ /4\ /5\ /4\ /7\ 92 3 3 - - -3 3 ~4 3 3 3 -- - - ¢6 3 3 3 3 3 -- ¢8 6 6 3 3 3 3 3 • 02P 2 2 2 --- - 04P 2 2 2 2 2 -- ¢6P 4 4 2 2 2 2 2 ¢BP 2 -2 --2 2 ! 2PPB 1 1 1 ---- 4PPB 1 1 1 1 1 -- #14 ¢6PPB 2 2 1 1 1 1 1 ¢8PPB 1 1 - - -1 1 !2BPB 1 1 1 ---- '4BPB 1 1 1 1 1 -- ¢6BPB 1 1 ---1 1 ¢8BPB 1 1 - - - - - . PPB COMMON 2 1 1 1 1 1 1 DETECTOR SCHEDULE SENSOR UNIT CHANNEL DETECTOR #1 1 3-02 2 4-02 #2 1 3-¢6 2 4-06 #3 1 3-04 2 3-¢4 #4 1 3-.08 2 4-.08 #5 1 1-¢2 A 2 2-.02 A #6 1 1-¢4 A 2 2-04 A #7 1 1-¢6 A 2 2-¢6 A 1/8 1 1-¢8 A 2 2-¢8 A SPARES 6 6 3 3 3 3 3 * ALL DETECTOR UNITS SHALL BE RACK MOUNTED WITH TOTAL 42 41 24 1112 .S.N.S. 2 2 2 SIG.COMMON 1 1 1 f/10 LUM IN AIRE 2 2 2 17 17 2 2 1 1 2 2 17 - 1 2 17 2 1 2 DUAL CHANNELS, AND DUAL OUTPUT PER CHANNEL WITH INTEGRAL COLORGATED EXTENSION AND DELAY CAPABILITY. OUTPUT "A" SHALL BE TIMED. OUTPUT "8" SHALL BE PRESENCE MODE FOR SYSTEM SAMPLING AND VEHICLE COUNTS ONLY. DETECTORS SHALL NOT EXTEND ON RED. TOTAL 3 3 3 3 3 3 3 ~2 4 4 4 - ---A EXTENSION ffl "!l" ~4 4 4 4 4 4 -- OLC 9/6 4 2 ---2 2 ¢8 4 2 -- --- TOTAL 16 12 8 4 4 2 2 VON KARMAN EVP CABLE 4 4 3 2 2 1 1 CONDUIT SIZE ? 3• ,-2-3" 2½" 2½' 2½" 2½' 2½' E = EXIST., N = NEW E E E E E E E 1111 REMOVE EXISTING CONDUCTORS AND INSTALL NEW THROUGHOUT EXCEPT AS OTHERWISE NOTED. ' 205' TO CROSSWALK (/'\ .{~';, ___ C¼L _~-/c.,. GENERAL NOTES 1. TRAFFIC SIGNAL AND HIGHWAY LIGHTING CONSTRUCTION SHALL CONFORM TO THIS PLAN, CALIFORNIA STANDARD SPECIFICATIONS AND STANDARD PLANS (DATED JULY 1992) AND THE SPECIAL PROVISIONS. 2. CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDELINE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS REQUIRED FOR THE INTENDED OPERATION. 3. ALL CONDUIT INSTALLED BETWEEN ADJOINING PULLBOXES SHALL BE 2 1/2" UNLESS SHOWN OTHERWISE, AND SHALL HAVE 30" MIN. COVER. 4. NEW PULLBOXES SHOWN BE #5 UNLESS SHOWN OTHERWISE. 5. CONTRACTOR SHALL EXERCISE EXTREME CARE TO AVOID DAMAGING EXISTING UTILITIES, 6. UNDERGROUND SIGNAL CONDUCTORS SHALL NOT BE SPLICED. 7. ALL SALVAGED MATERIALS & EQUIPMENT SHALL BECOME THE PROPERTY OF THE CON TRACTOR EXCEPT AS NOTED (TYP,). 8. EXCEPT AS OTHERWISE NOTED, LOOP DETECTORS SHALL BE 6' X 6' WITH 10' SPACiNG IN THE DIRECTION OF TRAVEL. 9. ALL NEW VEHICLE HEADS SHALL BE 12" UNLESS OTHERWISE NOTED. 10. REPAINT TRAFFIC SIGNAL HEADS, VISORS, BACKPLATES, PED HEADS AND HARDWARE. CONSTRUCTION NOTES 0 N STATE OF OJ INSTALL CITY FURNISHED EIGHT PHASE MULTISONICS MODEL 820A CONTROLLER ASSEMBLY COMPLETE IN NEW TYPE "p" CABINET WITH DETECTION AS SHOWN, "OPTICOM" EMERGENCY VEHICLE EQUIPMENT, BICYCLE TIMING LOGIC AND MISCELLANEOUS AUXILARY EQUIPMENT AS REQUIRED TO PROVIDE THE INTENDED OPERATION. CONSTRUCT FOUNDATION FOR TYPE "p" CABINET WITH TOP OF FOUNDATION 18" ABOVE FINISHED GRADE. INSTALL OPTICOM PREEMPTION DETECTOR ON MAST ARM EXCEPT AS OTHERWISE NOTED ON PLAN. INSTALL 1 1/2" CONDUIT WITH PULLROPE TO TELEPHONE DROP POINT 600' EAST OF VON KARMAN AVE. INSTALL NEW MODIFIED TYPE II SERVICE WITH 50 AMP BREAKER FOR SIGNAL, 30 AMP BREAKER FOR LUMINAIRE (UNMETERED), 15 AMP BREAKER FOR 1.S.N.S. AND 15 AMP BREAKER SPARE PER CITY OF NEWPORT BEACH STANDARD PLAN NO. STD. 911-L. MOUNT TELEPHONE SERVICE BOX ON SIDE OF CABINET PER CITY OF NEWPORT BEACH STANDARD PLAN NO. STD. 911-L. EXIST. 1 ½" C INSTALL 2 NEW DLC 1lo· I 14• 12' 1-04 I I I I • l u (/l ' MAGNETOMETERS AB I I in ro I t 4' ! ' 61 i ! I 1 o· \ NO. A B C D \ POLE SCHEDULE 11111 VEH. SIG. MTG. PED. STANDARD LUMINAIRE SIGNAL TYPE SIG. M.A. LUM. M.A. HPSV MAST ARM POLE MTG. 24 4 70 35' 15' 25DW MAS sv 2 T SP 2 T 19 4-70 30' 12' 250W MAS SV-2 T SP 2 T 24 4 70 35' 15' 250W MAS SV-2 T SP-2-T 19 4 70 3D' 12· 250W MAS SV-2-T SP-2-T Ill ALL SIGNAL EQUIPMENT EXISTING. :ATTENTION Utilities shown on the plan are based an available records. It shall be the contractor's sole responsibility to verify all existing utilities by contacting utility agencies, and to exercise extreme core to ovoid damaging existing utilities during excavation. AVENUE PPB (/) QUAD. ARROW 2/8 SE/NE LT/RT 4/2 SW/SE LT/RT 6/4 NW/SW LT/RT 8/6 NE/NW LT/RT BPB 1/J QUAD. ARROW 8 SW LT 2 NW LT 4 NE LT 6 SE LT POLE LOCATION 1.S.N.S. SEE DETAIL "A") (DBL. FACED) E B C REMARKS VON KARMAN 1. 5' 1.5' 2' BIRCH 1.5' 1.5' 2' VON KARMAN 1.5' 1.5' 2' BIRCH 1. 5' 1.5' 2' ECR w 8 -8 a:: u !D DETAIL "'A,,, EXIST. 1 ½" C 3 #8 SERVICE TO REMAIN EXIST. EDISON VAULT SERVICE POINT -~--------------- 4 5 CONTROLLER, CABINET & RS MODIFIED TYPE II SERVICE COMPLETE. REMOVE FOUNDATION. EXISTING CONTROLLER TO BE DELIVERED TO THE CITY TRAFFIC ENGINEERS OFFICE. 0 N EXIST. 1 ½" C 3 #8 SERVICE TO REMAIN <D &. I N 1---T---"<-r.>-"'--+1 C'.-+ +-• -- <om, • ., •• , + EXIST. 1 ½" C INSTALL 2 NEW DLC PHASE-FUNCTION-SEQUENCE DIAGRAM VEHICULAR & PEDESTRIAN MOVEMENTS PER FUNCT:Q:; PHASE DESIGNATION FUNCTION TYPE COORDINATED FUNCTION • DETERMINED BY NOT USED 5 • NOT USED ◄----► 2 DP • ◄----- 6 NOT USED 7 • NOT USED 3 4 l DP • MASTER COMPUTER r ----l r - ---l ► 1&6 ,---... 4&7 ----, DURING COORDINATED 1 ---l ____ J----\ L ____ J r 8 + ' ' ' ' ,-¢8 2-¢8 I '-'---'-'--- OPERATION r __ , __ 1 (FUTURE) ! I r __ , __ 1 (FUTURE) J 0 l -1_ &_5 -J LI _2--.:_6~1-: ----\ -3_ &_7 -J---7 4 : 8 (FUTURE) r ____ 1 _) (FUTURE) . . ---l _) L ___ .,. 2&5 ----1._ ___ ,~ 3&8 ----L ____ J L ____ J (ruruRE) (ruruRE) L--------------~::..:...:='------------•c------'----'------------J • I ! CC EXIST. • , STUB OUT PLANS PREPARED BY: WILLDAN ASSOCIATES 12900 CROSSROADS PARKWAY SOUTH SUITE 200, INDUSTRY. CA 91746-3499 (310) 908-6200 t.T. DATE BY DESCRIPTION REVISIONS APPROVED: RCE APP'D DATE APPROVED . ~at.I~. ,¼,,....£-TAfT(C£N NEER R.C.E..~O. 22045 DATE Sel!j 2!11 1,9:1 DESIGNED ME DRAWN BB CHECKED CT DATE 5 /9 3 TRAFFIC SIGNAL MODIFICATION PLAN VON KARMAN AVENUE AT BIRCH STREET CITY OF NEWPORT BEACH T-5617-S PUBLIC WORKS DEPARTMENT SHEET 2 Oc 5 "' C> 0 N ~ N N N z "' 0 "' "' N ,n ., ;:- 0, N '° "' ;:- "' z ,,.. "' ' "' ~-~ .::.., "' ~ ~ n ~ L ~ 0 n z z C ~ CJ n JJ j;c_ ___ _, ! I ' l ~ C "' D C " D " " " D ' '•• z C C " D ;: L I ::, ::, " C, en -u D en Ei 5 L " ' l 0 JJ ~ z G1 z C < OJ m JJ \ I ! 0 JJ ~ <> z GJ 7 CONDUCTOR SCHEDULE 11111 AWG CIRCUIT RUN NO. /1\ /2\ /3\ /4\ /5\ /5\ !2 3 -3 --- !4 3 3 ---- ¢6 6 3 3 3 3 3 ¢8 3 -3 3 3 3 02P 2 2 ---- ¢SP 2 -2 2 2 2 ¢BP 2 -2 2 -- l 2PPB 1 1 ---- #14 l 6PPB 1 -1 1 1 - ¢8PPB 1 -1 - - - Si12BPB 1 1 ---- 04BPB 1 -1 1 1 - ¢6BPB 1 -1 --- 0'8BPB 1 ----- PPB COMMON 2 1 1 1 1 - SPARES 6 3 3 3 3 3 TOTAL 36 14 21 16 14 11 #12 1.S.N.S. 2 2 2 2 2 2 SIG.COMMON 1 1 1 1 1 1 #10 LUMINAIRE 2 2 2 2 2 2 TOTAL 3 3 3 3 3 3 !2 4 4 ---- DLC ~4 2 -2 2 2 - 2#16 ¢6 4 -4 - - - ¢8 3 -----. TOTAL 13 4 6 2 2 - 6PR#19 INTERCONNECT CABLE 1 - - 1 -- EVP CABLE 4 1 2 2 1 1 CONDUIT SIZE 3" 2" 2" 2· 2" 1½" INDUCTIVE LOOP* DETECTOR SCHEDULE SENSOR UNIT CHANNEL DETECTOR 1 3-06 #1 2 4-06 #2 1 3-02 2 4-02 #3 1 1-02 A 2 2-02 A 1 1-04 #4 2 2-04 #5 1 1-08 2 2-08 #6 1 3-08 • 2 FUTURE #7 1 1-06 A 2 2-06 ... i ' '-------! I I CAMPUS l \------- \ * ALL DETECTOR UNITS SHALL BE RACK MOUNTED WITH DUAL \ CHANNELS, ANO DUAL OUTPUT PER CHANNEL WITH INTEGRAL , COLORGATED EXTENSION AND DELAY CAPABILITY. OUTPUT "A" '"- SHALL BE TIMED. OUTPUT "8" SHALL BE PRESENCE MODE FOR ',"'- SYSTEM SAMPLING AND VEHICLE COUNTS ONLY. DETECTORS , SHALL NOT EXTEND ON RED AND SHALL NOT DELAY ON GREEN. ~.~ A EXTENSION @ DELAY E-< '(/) E = EXIST., N = NEY E E E E E E ~ta ,VE '"' " I ~' rf:·u (f.Jb' ,Llu II O t.Xb ,l,.c, CvNL ci.:'. T S A llliS" A ED. DETAIL B 0 N 'b ~ 1 7 220' - L -l y· ~ 17 I NL....l_1 GENERAL NOTES BIRCH TO LIMIT LINE V4 1. TRAFFIC SIGNAL AND HIGHWAY LIGHTING CONSTRUCTION SHALL CONFORM TO THIS PLAN, STATE OF CALIFORNIA STANDARD SPECIFICATIONS AND STANDARD PLANS (DATED JULY 1992) AND THE SPECIAL PROVISIONS. 2. CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDELINE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS REQUIRED FOR THE INTENDED OPERATION. 3. ALL CONDUIT INSTALLED BETWEEN ADJOINING PULLBOXES SHALL BE 2 1/2" UNLESS SHOWN OTHERWISE, AND SHALL HAVE 30" MIN. COVER. 4. NEW PULLBOXES SHOWN BE #5 UNLESS SHOWN OTHERWISE. 5. CONTRACTOR SHALL EXERCISE EXTREME CARE TO AVOID DAMAGING EXISTING UTILITIES. 6. UNGROUNDED SIGNAL CONDUCTORS SHALL NOT BE SPLICED. ALL SALVAGED MATERIALS & EQUIPMENT SHALL BECOME THE PROPERTY OF THE 7• CONTRACTOR EXCEPT AS NOTED. 8. ALL NEW VEHICLE HEADS SHALL BE 12" UNLESS OTHERWISE NOTED. 9. REPAINT TRAFFIC SIGNAL HEADS, VISORS, BACKPLATES, PED HEADS AND HARDWARE. GJ 8J CONSTRUCTION NOTES INSTALL CITY FURNISHED EIGHT PHASE MULTISONICS MODEL 820A CONTROLLER ASSEMBLY COMPLETE IN TYPE "p" CABINET WITH DETECTION AS SHOWN, "OPTICOM" EMERGENCY VEHICLE EQUIPMENT, BICYCLE TIMING LOGIC AND MISCELLANEOUS AUXILARY EQUIPMENT AS REQUIRED TO PROVIDE THE INTENDED OPERATION. CONSTRUCT FOUNDATION FOR TYPE "p" CABINET WITH TOP OF FOUNDATION 18 " ABOVE FINISHED GRADE. INSTALL OPTICOM PREEMPTION DETECTOR ON MAST ARM EXCEPT AS OTHERWISE NOTED ON PLAN. INSTALL 1½" CONDUIT WITH 6PR #19 INTERCONNECT CABLE TO TRAFFIC SIGNAL CONTROLLER, CONNECT CABLE IN CABINET AT CAMPUS DR. @ DOVE ST., APPROXIMATELY 630' FEET. INSTALL PULLBOXES AT 200' MAXIMUM SPACING. (SEE DETAIL B) ~. INSTALL NEW MODIFIED TYPE II SERVICE WITH 50 AMP BREAKER FOR SIGNAL, 30 AMP BREAKER FOR LUMINAIRE (UNMETERED), 15 AMP BREAKER FOR I.S.N.S. AND 15 AMP BREAKER SPARE PER CITY OF NEWPORT BEACH STANDARD PLAN NO. STD. 911-l. NEW EXIST. 1½" C. INSTALL NEW 2 #14, 4 DLC ' 1 \ ! DR I i ' 10' 15' POLE SCHEDULE Ill STANDARD \IEH. SIG. MTG. PED. PPB BPS POLE LOCATION NO. LUMINIIIRE SIGNAL l,S.N.S. (S£ 0£TAIL "A"') REMARKS TYPE SIG. II.A IJII. II.A HPSV MAST ARM POLE MTG. /6 OUAO. ARRO~ /6 QUAD. ARROW (OeL. FACE) E B C A PED POST ---------8 SW LT --7' 2.5' B 19A-S 25' 12' 250W MAT SV-2-T SP-1-T 2 SE RT ---Birch Sl ·j 4• -2.5' G PED POST - - - ------2 NW LT ---1. 2.5' 0 19A-S 25' 12' 250W MAT SV-2-T SP-1-T ------Dove St 5' -2.5' E PED POST - - - -- - 6 SE RT 4 NE LT --g' 2.5' F 1A ----TV-1-T SP-1-T 6 SE LT -- - - 10' -2.5' G 15 -12' 250W -SV-1-T SP-1-T 8 SW RT 6 SE LT - - 5' 2.5' H 19A-S 25' 12' 250W MAT SV-2-T SP-2-T '¾ SE/SW LT/l -- - Dove Sl 24' -2.5' 1111 ALL SIGNAL EQUIPMENT IS EXISTING. 1 SCALE: 1•=20' SC LOOPS CB CONTROLLER & CABINET COMPLETE. REMOVE FOUNDATION. 2" C & SERVICE CONDUCTORS TO REMAIN ~--'EXIST. EDISON VAULT SERVICE POINT SCOTT PL. ATTENTION Utilities shown on the pion are based on avoiloble records. It shall be the contractor's sole responsibility to verify oil existing utilities by contacting utility agencies, ond to exercise extreme core to avoid damaging existing utilities during excavation. STREET I I' ~ 220' TO CROSSWALK 1 ')-7 L _J l, ')-7 L _J ::u--- __ ...i...;.._ __ ......;..;;;.. r,.., _ ------'--'-- VEHICULAR & PEDESTRIAN MOVEMENTS PER FUNCTION PHASE DESIGNATION FUNCTION TYPE COORDINATED FUNCTION • DETERMINED BY MASTER COMPUTER DURING COORDINATED OPERATION I I 2 & 6 OCTD R2(40) R26 PHASE-FUNCTION-SEQUENCE DIAGRAM NOT NOT ..., ___ ....,. NOT USED USED ..., ___ ,... USED 5 1 2 6 7 -DP • • . ·I 4 & 8 I - • <D 1Sl. I N «•~mm <D 1Sl. I NOT USED 3 ECR . B -8 a:: '-' ro DETAIL A ! l 1 4 8 DP • ,,, "' ,-: -'( ..-------------,---....----,----,-------------,----.------------,.---------~ ..... ------·~··~------------1~ PLANS PREPARED BY: ~--r. APPROVED: APPROVED TR!.?FIC SIGNAL MODIFICATION PLAN ~ WILLDAN ASSOCIATES $f~/f3/. U,.,_,zh_ BIRCH STREET ~ 12900 CROSSROADS PARKWAY SOUTH ,., TRArFIC ENGINEER AT ~ SUITE 200, INDUSTRY, CA 91746-3499 " R.C.E. No.-22O45 "" 3, (310) 908-6200 RCE DATE ,r. .Z4 I :J DOVE STREET ~ ----'---.,------+-------------,--------1"' DESIGNED ME ORAl'>N • BB T-5617-5 ~ CITY OF NEWPORT BEACH ~----<3, DATE BY DESCRIPTION APP'O DATE REVISIONS CHECKED CT DATE 5/93 PUBLIC WORKS DEPARTMENT SHEET 3 or 5 j 1..-________________________________________________ ...;..._ ______ ---1W-!c=""'-~==~"'-'-~=~~::.....L------....:..::~=.:..:.:::.------_._ _______ ...._ __ -"--'-...,_-....:.._...,__.;...;;;.;=_;.;.;;.;.;;.;;:;...;;;.;;;;..;.;.;.;.;.;.;;;;;;.;.;...._.....i...;;;.;.;;;;.._c,._;:;._..;;..,1::, " 93 .. -c-' 0 21 :ij ~ <.. ~ Il 2 f'.1 ~ d " z El ~ [J] m JJ "~----~ I I I u D .U z 0 ::I] ~ z GJ z C s. [J] rr, Tl »:,__ ___ _, .. . ) ! 0 I) p ~ z G) CONDUCTOR SCHEDULE II AWG CIRCUIT RUN NO. /,\ /3\ 1/4\ INDUCTIVE LOOP * /2\ 2 6 3 4 3 - ¢6 6 3 ¢B 3 3 02P 4 - ¢4P 2 2 06P 2 2 ¢BP 4 2 17!2PPB 2 - 17!4PPB 2 1 #14 06PPB 1 1 08PPB 2 1 02BPB 1 1 /66BPB 1 1 1?8BPB 1 - PPB COMMON 2 1 SPARES 9 3 TOTAL 52 24 #1'L I.S.N.S. 2 2 SIG.COMMON 1 1 #10 LUMINAIRE 2 2 TOTAL 3 3 i2 ~ - 3 3 -3 -- 3 - -2 -- 2 - 2 2 -1 - - 1 - 1 1 -- 1 - -1 1 1 3 3 17 17 2 2 1 1 2 2 3 3 -- DETECTOR SCHEDULE SENSOR UNIT CHANNEL DETECTOR 1 1-.08 #1 2 2-08 1 3-08 #2 2 FUTURE #3 1 1-.04 2 2-04 1 1-05 #4 2 2-05 1 1-02 #5 2 2-02 #6 1 3-02 2 4-02 #7 1 3-la6 2 4-.06 * ALL DETECTOR UNITS SHALL BE RACK MOUNTED WITH DUAL CHANNELS, AND DUAL OUTPUT PER CHANNEL WITH INTEGRAL COLORGATED EXTENSION AND DELAY CAPABILITY. OUTPUT "A" SHALL • ,;. A DLC ~4 2 ¢6 2 -- BE TIMED. OUPU T "B" SHALL BE PRESENCE MODE FOR SYSTEM SAMPLING AND VEHICLE COUNTS ONLY. DETECTORS SHALL NOT EXTEND ON RED ANO SHALL NOT DELAY ON GREEN. 2#16 1½ ,,.,, I.lie -L ii/8 3 - TOTAL 9 4 - 2 3 3 A EXTENSION 9 DELAY 6PR,119 INTERCONNECT CABLE 1 .. ,. -- EVP CABLE 4 .. 2• 1• ,. CONDUIT SIZE 2-3· 2" 2" 2" E = EXIST., N = NE\,\ N E E E II ALL CONDUCTORS EXISTING UNLESS OTHERWISE 4D REPLACE EXISTING WITH NEW NOTED: BIRCH A NEW 0 N ~ I N 220' TO LIMIT LINE GENERAL NOTES R2(40) R30 1. TRAFFIC SIGNAL AND HIGHWAY LIGHTING CONSTRUCTION SHALL CONFORM TO THIS PLAN, STATE OF CALIFORNIA STANDARD SPECIFICATIONS AND STANDARD PLANS (DATED JULY 1992) AND THE SPECIAL PROVISIONS. 2. CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDELINE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS REQUIRED FOR THE INTENDED OPERATION. 3. ALL CONDUIT INSTALLED BETWEEN ADJOINING PULLBOXES SHALL BE 2 1/2" UNLESS SHOWN OTHERWISE, AND SHALL HAVE 30" MIN. COVER. 4. NEW PULLBOXES SHOWN BE #5 UNLESS SHOWN OTHERWISE. 5. CONTRACTOR SHALL EXERCISE EXTREME CARE TO AVOID DAMAGING EXISTING UTILITIES. 6. UNGROUNDED SIGNAL CONDUCTORS SHALL NOT BE SPLICED. 7. ALL SALVAGED MATERIALS & EQUIPMENT SHALL BECOME THE PROPERTY OF THE CONTRACTOR EXCEPT AS NOTED. 8. EXCEPT AS OTHERWISE NOTED, LOOP DETECTORS SHALL BE 6'X 6' WITH 10' SPACING IN THE DIRECTION OF TRAVEL. LIMIT LINE LOOPS SHALL EXTEND 2' INTO CROSSWALK. 9. ALL NEW VEHICLE HEADS SHALL BE 12" UNLESS OTHERWISE NOTED. 10. REPAINT TRAFFIC SIGNAL HEADS, VISORS, BLACKPLATES, PED HEADS AND HARDWARE. OJ CONSTRUCTION NOTES INSTALL CITY FURNISHED EIGHT PHASE MUL TISONICS MODEL 820A CONTROLLER ASSEMBLY COMPLETE IN NEW TYPE "p" CABINET \\HH DETECTION AS SHOWN, "OPTICOM" EMERGENCY VEHICLE EQUIPMENT, BICYCLE TIMING LOGIC AND MISCELLANEOUS AUXILARY EQUIPMENT AS REQUIRED TO PROVIDE THE INTENDED OPERATION. CONSTRUCT FOUNDATION FOR TYPE "p" CABINET WITH TOP OF FOUNDATION 18 " ABOVE FINISHED GRADE. LOCATE FOUNDATION TO PERMIT REUSE OF EXISTING CONDUCTORS. INSTALL OPTICOM PREEMPTION DETECTOR ON MAST ARM EXCEPT AS OTHERWISE NOTED ON PLAN. INSTALL 1½" CONDUIT WITH 6PR 1/19 INTERCONNECT CABLE TO TRAFFIC SIGNAL CONTROLLER, CONNECT CABLE IN CABINET AT CAMPUS DR. @ DOVE ST., APPROXIMATELY 550' FEET. INSTALL PULLBOXES AT 200' MAXIMUM SPACING. (SEE DETAIL B) " INSTALL NEW MODIFIED TYPE II SERVICE WITH 50 AMP BREAKER FOR SIGNAL, 30 AMP BREAKER FOR LUMINAIRE (UNMETERED), 15 AMP BREAKER FOR 1.S.N.S. AND 15 AMP BREAKER SPARE PER CITY OF NEWPORT BEACH STANDARD PLAN NO. STD. 911-L. DETAIL B 4 CONTROLLER, CABINET & MODIFIED TYPE II SERVICE~ COMPLETE. R:C:MOVE FOUNDATION. I I 15' 10' II \l \l " \I ,\ \ I .. > t I I,_ I NO. A B C D E F G H POLE SCHEDULE Ill STANDARD VEH. SIG. MTG. PED. PPB BPB LUMINAIRE SIGNAL TYPE :';G. II.A. Ull. ii.A HPSV MAST ARM POLE MTG. li1 QUAD. ARROV rd QUAD. ARROW 19-2-70 25' 15' 250W 1A --- 19-2-70 30' 15' 250W 1A --- 17 2 70 20' 12' 250W 1A --- 19-2-70 25' 15' 250W 1A --- 1111 ALL SIGNAL EQUIPMENT IS EXISTING. MAS SV-1-T SP-1-T 2 NW LT --- -TV-1-T SP-1-T 4 NE RT 2 NW LT MAS SV-1-T SP-1-T 4 NE LT --- -TV 1-T SP-1-T 6 SE RT 4 NE LT MAS SV-1-T SP-1-T 6 SE LT --- -TV-1-T SP-1-T 8 SW RT 6 SE LT MAS -SV-1-T SP-1-T 8 SW LT ---. -TV-1-T SP-1-T 2 NW RT 8 SW LT ATTENTION Utilities shown on the plan are based on available records. It shall be the contractor's sole responsibility to verify all existing utilities by contacting utility agencies, and ta exercise extreme care to avoid damaging existing utilities during excavation. I.S.N.S. (DBL. fACE) Birch - Quail - Birch - Quail - POLE LOCATION lSEE DETA.ll '"A"\ E B C 12' -2.5' -15' 2.5' 12' -2.5' -12· 2.5' 15' -2.5' -10· 2.5' 15' -2.5' -12•· 2.5' ECR . REMARKS 8 -8 a:: 0 fD DETAIL A SCALE: 1"=20' 12' 16' I ' PUNS PREPARED BY: WILLDAN ASSOCIATES 12900 CRO .. SSROADS PARKWAY SOUTH . SUITE 200, INDUSTRY, CA 91746-3499 (310) 908-6200 U DER TH DATE BY RCE 45729 DATE EXIST 1" C -REPLACE EXIST. DLC WITH 2 NEW DLC STREET tO "IS). I N 0 N 0 - PHASE-FUNCTION-SEQUENCE DIAGRAM VEHICULAR & PEDESTRIAN ♦ l i ! NOT NOT •---• NOT NOT ' MOVEMENTS PER FUNCTION ' ' USED USED ..,. ___ .,.. USED USED t PHASE DESIGNATION 5 1 2 6 7 3 4 8 FUNCTION TYPE -DP -DP • COORDINATED FUNCTION • • • • • DETERMINED BY MASTER COMPUTER DURING COOR DINA TED OPERATION I I • I I 2 & 6 4 & 8 TRAFFIC SIGNAL MODIFICATION PLAN APPROVED: APPROVED Matd,1/~ BIRCH" STREET TRAFFIC ENGINEER AT R.C.E. NO. 22045 ~'1 /9 QUAIL STREET RCE DATE DESCRIPTION REVISIONS DESIGNED ME DRAWN 1 T-5617-S APP'D BB DATE CITY OF NEWPORT BEACH CHECKED CT OAlE 5/93 PUBLIC WORKS DEPARTMENT 4 or 5 SHEE1 " I "' "' ,.: ,,; ...._ N N ., N / N 0 V) "' N " "' :J-"' N ill 0 / "' ·z / <I) .J :, "' .:: :.· ~ "" ;ti ~ 0 ~ j:i p < ,c ;u z z C <: IJJ 111 ::0 i ' [Tl C, p r 2l TI z [;L_ ___ _, I. I \ ) 0 JJ ~ z Gl z C s m m JJ :~ >~---~ ~ ~ ~ • c \; ~ );:,, ~ ~ ' L ::; m n ll\rn t: -u ~ is 'TI I, 7 n 0 r 0 JJ 8 8 );:c :u :n ~ C, cl m O :X:, ·11 ~ ~ z ~ Q Gl GENERAL NOTES 1. TRAFFIC SIGNAL AND HIGHWAY LIGHTING CONSTRUCTION SHALL CONFORM TO THIS PLAN, CALIFORNIA STANDARD SPECIFICATIONS AND STANDARD PLANS (DATED JULY 1992) AND THE SPECIAL PROVISIONS. 2. CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDELINE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS REQUIRED FOR THE INTENDED OPERATION. 3. ALL CONDUIT INSTALLED BETWEEN ADJOINING PULLBOXES SHALL BE SHOWN OTHERWISE, AND SHALL HAVE 30" MIN. COVER. 4. NEW PULLBOXES SHOWN BE #5 UNLESS SHOWN OTHERWISE. 2 1 /2" UNLESS 5. CONTRACTOR SHALL EXERCISE EXTREME CARE TO AVOID DAMAGING EXISTING UTILITIES. 6. UNGROUNDED SIGNAL CONDUCTORS SHALL NOT BE SPLICED. 7. ALL SALVAGED MATERIALS & EQUIPMENT SHALL BECOME THE PROPERTY OF THE CONTRACTOR EXCEPT AS NOTED (TYP.). 8. EXCEPT AS OTHERWISE NOTED, LOOP DETECTORS SHALL BE 6' X 6' WITH 10' SPACING IN THE DIRECTION OF TRAVEL. 9. ALL NEW VEHICLE HEADS SHALL BE 12" UNLESS OTHERWISE NOTED. STATE OF SCALE: 1"=20' 10. REPAINT TRAFFIC SIGNAL HEADS, VISORS, BACKPLATES, PED HEADS AND HARDWARE. ---... ,,1 ' --, .... , ...... . I, j) AB MAGNETOMETERS ·;1 t~ ,.A,__ -••--••••••• I ~~ MAGNETOMETERS 60" j: lJ R26 OJ CONSTRUCTION NOTES INSTALL CITY FURNISHED EIGHT PHASE MULTISONICS MODEL 820A CONTROLLER ASSEMBLY COMPLETE IN TYPE "P" CABINET WITH DETECTION AS SHOWN, "OPTICOM" EMERGENCY VEHICLE EQUIPMENT, BICYCLE TIMING LOGIC AND MISCELLANEOUS AUXILARY EQUIPMENT AS REQUIRED TO PROVIDE THE INTENDED OPERATION. CONSTRUCT FOUNDATION FOR TYPE "p" CABINET WiTH TOP OF FOUNDATION 18" ABOVE FINISHED GRADE. PRINTED CIRCUIT BOARD LOAD BAY AND CONTROLLER TO BE DELIVERED TO THE CITY TRAFFIC ENGINEERS OFFICE. INSTALL OPTICOM PREEMPTION DETECTOR ON MAST ARM EXCEPT AS OTHERWISE NOTED ON PLAN. INSTALL NEW MODIFIED TYPE II SERVICE WITH 50 AMP BREAKER FOR SIGNAL, 30 AMP BREAKER FOR LUMINAIRE (UNMETERED), 15 AMP BREAKER FOR I.S.N.S. AND 15 AMP BREAKER SPARE PER CITY OF NEWPORT BEACH STANDARD PLAN NO. STD. 911-L REPLACE 12" YELLOW LENS WITH 12" YELLOW ARROW. NEW REMOVE 6' OF EXISTING MEDIAN NOSE TO 12" BELOW EXISTING GRADE. AND CONSTRUCT NEW NOSE IN KIND. CONSTRUCT 12" AC DEEP LIFT IN AREA OF MEDIAN REMOVAL AND FEATHER TO JOIN SURROUNDING SURFACE. PROTECT AND REUSE TRAFFIC SIGNAL LOOPS. EXTEND 12" WHITE LINE TO MATCH EXISTING. PHASE-FUNCTION-SEQUENCE DIAGRAM _) { \__ \ VEHICULAR & PEDESTRIAN MOVEMENTS PER FUNCTION PHASE DESIGNATION 5 1 2 6 7 3 FUNCTION TYPE s DP s COORDINATED FUNCTION • • • • DETERMINED BY' ' ' MASTER COMPUTER I I I 4 & 7 I DURING COORDINATED r I 1 & 6 I l f I I OPERATION . I I I I I I 1 & 5 2 & 6 I I 3 & 7 I t l I I I 3 & 8 I I 2 & 5 I I I l , I \ \ ! 1 l 4 !l -□·l l , t3 "' I ' \ N ' "' '. I \ I ! ' ~ I I ~ ~ ;i ' I , l/1 I I DP • , ~ 1 ! ~ I ' a 1 I 4 & !l ~ j ~ EX. 2" C 1 WITH 3 #8 \ TO REMAIN\ Pl.ANS PREPARED B~ POLE SCHEDULE 1111 NO. STANDARD LUMINAIRE VEH. SIG. MTG. sic:WAL PPB BPB * TYPE G. II.A. W. ii.A. HPSV MAST ARM POLE MTG. ¢ QUAD. ARROW ¢ OUAO. ARROW I.S.N.S. POLE LOCATION E B C REMARKS A 19-4-70(N) 30'(N) 12'(N) 250W(R) MAS(N),MAS(N) SV-2-T(N) SP-2-T(N) 6/ E/S(N) RT /L T(N -MAC ARTHUR (R) 2.5' -2.5' B 1A LT-1-T(M) 8 N ..,_,,,. EXISTING C XXIV 35' 15' 250W MAS, MAS(N SV-2-TA SP-2-T / W S LT RT 8 N N LT(N NEWPORT PL % EXISTING D 19-4-70(N) 30'(N) 12'(N) 250W(R) MAS(N),MAS(N) SV-2-T(N) SP-2-T(N) 2/4 W/N(N) RT/LT(N -~ MAC ARTHUR (R) 2.5' -2.5' E 1A LT-1-T(M) S ......,.. EXISTING F XXIV 35' 15' 250W MAS, MAS(N) SV-2-TA(N) SP-2-T 4/ N/E LT/RT 4 S(N) LT(N) VON KARMAN% EXISTING 1111 ALL SIGNAL EQUIPMENT EXISTING UNLESS OTHERWISE NOTED: (N) NEW, (R) RELOCATED (M) MODIFIED * BICYCLE PUSH BUTTON SIGN SHALL BE TYPE B PER CITY STANDARD, DWG. NO. STD:-914-L. ECR B -8 INDUCTIVE LOOP * DETECTOR SCHEDULE SENSOR UNIT CHANNEL DETECTOR #1 , 4-¢2 2 5-¢2 #2 1 4-¢6 2 5-¢6 f/3 1 1-¢7 2 1-04 #4 1 2-¢4 2 FUTURE #5 1 1-¢2 .ii. 2 2-¢2 A #6 1 3-¢2 A 2 1-¢5 117 1 1-¢3 2 1-¢8 f/8 1 2-08 2 FUTURE //9 1 1-.06 A 2 2-¢6 .& #1D 1 . 3-¢6 A 2 1-,01 * ALL DETECTOR UNITS SHALL BE RACK MOUNTED WITH DUAL CHANNELS AND DUAL OUTPUT PER CHANNEL WITH INTEGRAL COLORGATED EXTENSION AND DELAY CAPABILITY. OUTPUT "A" SHALL BE TIMED. OUTPUT "B" SHALL BE PRESENCE MODE FOR SYSTEM SAMPLING AND VEHICLE COUNTS ONLY. DETECTORS SHALL NOT EXTEND ON PED. 5 to B_L_V,_V_~ __ o_ET_A_1L_A_ ~~ ill ii\_ II 1 7 ~ !! L _J ~ !l-·--- 1 '-7 '° -J--220' TO CROSSWAl K 1 ~ -'1 IL.J~ 111 CONDUCTOR AWG CIRCUIT /1\ /2\ 1/1 6 6 02 3 3 ~3 3 3 34 6 6 •5 3 3 06 3 .3 07 6 6 08 3 3 2P 4 4 4P 4 4 06P 2 2 08P 2 2 #14 I 2PPB 2 2 I 4PP8 2 2 06PPB 1 1 lo8PPB 1 1 048PB 1 1 i;J'SBPB 1 1 PPB COMMON 2 1 SPARES 9 9 TOTAL 64 63 #12 I.S.N.S. 2 2 SIG.COMMON 1 1 #10 LUMINAIRE 2 2 TOTAL .3 3 01 1 1 ~2 5 5 ~3 1 1 34 2 2 TYPE "ff 35 1 1 DLC 06 5 2 lp7 1 1 08 2 2 TOTAL 18 1 !l EVP CABLE 4 4 CONDUIT SIZE 2-3" 2-3" E = EXIST., N = NEW E E l ---· 'r7~ L I-.,___ - SCHEDULE RUN NO. !/3\ /4\ /5\ IM, 3 3 3 3 3 3 3 ----- 6 6 3 3 3 ------- 6 6 3 3 ---- 4 4 2 2 2 2 -2 ---- 2 2 2 - 2 2 1 1 1 . I -1 -- - - 1 1 1 - ---- 1 1 - - 1 1 1 1 6 6 3 3 41 38 22 19 2 2 2 2 1 1 1 1 2 2 2 2 3 3 3 3 1 --- 2 2 -2 1 1 1 ----- ---- -- -- ---- 2 2 2 - 6 5 3 ~ L 2 2 1 1 3• 3" ,,.. ~ ,.. L./2 2y; E E E E llllll REMOVE EXISTING CONDUCTORS AND INSTALL i/9\ 3 - 3 - - 3 - - - 2 2 - - 1 1 - 1 - 1 3 20 2 1 2 3 - 3 - 2 1 - 1 - 7 1 3" E NEW THROUGHOUT EXCEPT AS OTHERWISE NOTED. lk /g\ 3 3 -- .3 - -- -- 3 - -- ---- 2 - 2 - -- -- 1 1 1 - -- 1 - -- 1 1 3 3 20 8 2 -1 1 2 -. 3 1 -- 3 - ---- 1 1 ---- -- 4 1 1 - 2½' 2½' E E "' m " 0 A EXTENSION ! -,.--------.;_--------'----IN N ----+-_,APPROVED ,TRAFFIC SIGNAL MODIFICATION PLAN .9- , (Z/ I "' .. a,.clft/, ccw,w><4jov<_ Mt ARTHUR BOULEVARD &l WILLDAN ASSOCIATES 12900 CROSSROADS PARKWAY SOUTH 0 SUITE 200, INDUSTRY, CA 91746-3499 (310) 908-6200 1-----1--....+---------------t----l TAfFlC tNCINEER ' ~ . jl.C.E. NO. 22045 AT gi DATE Ma 24 19?.3 VON KARMAN AVE/NEWPORT PLACE DR 1£ l--+-+-------------+---!l-----'---,-----+----------'-----r-------1:;J APF'D DESIGNED ME DRAWN BB T -561 7-s ;;;-DATE BY DESCRIPTION REVISIONS CHECKED cT DATE 5/93 PuBuc WORKS DEPARTMENT SHEET 5 o, 5 r i_ _____________________________________________________________________________ ,.1_==!!.!..~==~J-.:!2"'---'=~=~~'-'--------......::.:.::...:.:.::=.:.:.::::.... ______ -.1. ____ _,1. __ _;_ _ _.L _ _;_=:::.::.....:.:.:::.::.;:.:::...;=.;.;;.;:..:.::.:::.:..:..:....--1.=:.:.:...-=...;_.::.;_-=:;.Jro ~ 'n 0 :u ' , I j / z C ~ DJ rn JJ Fc..-___ .1 0 :0 )3 ~ z r.l