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HomeMy WebLinkAboutT_5305_SI I ii 11 1: I CONDUCTOR CIRCUIT 01 -----3 3 02 -3 3 3 3 3 3 04 3 3 3 3 3 3 3 ©5 -3 3 3 3 -- 06 ------- t.i14 08 --. --3 --02P -,! 2 2 '2., 2 2 04P -----.2 2 . 06P/08P ·/2 -12 -12 -12 2/2, ·/-, -1- 02PPB I I I I l1 •,.L; I 04.PPB ----I I I -; 06PPB/08PP8 -1-·/ I ·/I • /l I /I -1-·/• 0281"6 -----I I i1l4BPB -------06BPB'' . --I I --08BPB I I I I I -- PPB COMMON I I I I I I I ILLUiVISIGNS -2 2 2 2 2 2 SPARES 3 3 3 3 3 3 3 TOTALS I I 22 • 22 23 29 22 22 SIGNAL COMMON I I I I I I I #10 LUMINAIRES -2 2 2 2 2 2 TOTALS I 3 3 3 3 3 3 ·~·-·-1-12)1 --I I I --"h-::18 1-05 ---I I --LOO? 2-06, 3-05 ---2 2 -- DET. 1-08. 2-(1)8 (FU l.l:.\ 2 2 2 2 2 ~·~' 3-08 I I I I I -- 1-12)2 ------I 2-02.3-02 ------I 1-05 ------- 1-04 . ------- 2-04 . ------- TOTALS 3 3 4 7 7 -2. TWISTED, SHIELDED !NTERCOl'cNECT CABLE ------l 6 PRC, 19 C01\DUIT SIZE 2· 2112" 2112" 3c i ..... a 11/2' 2· (N) (N) (N) (N) I (~) {E) (E) (N) 0 NEW CONDUIT (El O EXISTING CONDUIT {:· TO BF-INSTALLED FOR FUTURE USE. INSTALL I l/2°C WITH PULL' 'ROPE FOR FUTURE IIIITERCDNNECT CABLE TO END OF SIDEWALi< CONSTRUCTION 240'.±. !NSThLL NO 3 i/2 P.:J AT ·Et~D OF· RUN. TABLE 3 3 3 6 3 6 -3 -3 -3 2 4 2 2 -1-2/2 I 2 I I ·I-I /I I I -I -I -I I 2 - 2 4 3 6 22 55 I 2 2 4 3 6 _...._....__.. ~ . -f -I -2 -2 -I I I ·2 2 I I -I -I 4 13 I I ~"(El (N 2-Zc::l' ~iN1I ~ EXIST. 1 l/2"C -INSTAU. I DLC e, 6 PR ,:.119 T\'VISTED, SHIELDED INTERCONNECT CABLE. [ POLE SCHEDULE - N!! © ® @ © @ l.@ (V @ TYPE 26A·,<.<•7, .. ,,11 I-A (E) XVIIIA(E) ~i,O:', 35'-0fj 50' CN) !5' . (N) 230\/J HPS (N) Ec!h!utt Dr.(R) ViASOO M~S '>'f r-:ii' :i'TNi' 1-AIN) 10·-o• .--1\1-f (Nl s(llh, '"")',~l S' • IO" --. -. -- l\'VIIA(El 35'-9111 20' (El 15' (E) 250WHP5(Nl Jtlm!:i= Rdll\'. MAS(E) ~· r5F;;J;• s_·(P.1-1 I-A !El 10·-o· --• I (Nl1 N) I oBPB • PPB WITH SPECIAL BIKE CROSSING SIGN PER CITY STANDARD PLAI\IS 1\10. STD-913-L AND STIJ-914-L Al\lD SPECIAL TIMING CIRCUIT-SEE SPECIAL PROVISIONS. REMAR!{S B (Nl • 013 s <;1/-1-1 V S! eN , ~ 8 (N) 02 w Ra.OCATE VEH. 1-r=.AO FROM LDC.~ 08 (NJ 08 s • B (El 02 W REPLACE EX!STVEH, HEADS IE) • EXISTING EQUIPMENT !NJ • NEW EQUIPMENT (R) • RELOCATED EQUIPMENT ' \ I. ' GENERAL NOTES: ALL ELECTRICAL WORK AND EQUIPMENT SHALL CONFORM TO THIS PLAN, CALTRANS STANDARD PLANS, JAl\tUARY,1981, STANDARD SPECIFICATIONS, JANUARY, 1981, AND THE SPECIAL PROVISIONS. 2. INSTALLll:ULTISONICS 911 B SYSTEM CONTROLLER 'WITH COORD:NATIO:ll CJ INDUCTIVE LOOP DETECTOR SCHEDULE SENSOR Uf\!IT CHANNEL DETECTORS I o 1-02 .t;,t. J 2 1-02 3 2-02 TELEMETRY IN TYPE"P" CABINET WITH SPECIAL IB"HIGH BASE. INSTALL MOD. TYPE Ir SERI/ICE PER CITY STANDARD PLAN ;;:;sTD-910-L. {SEE S:-c.C!AL PRO\/IS:JJ\JS) 4 I 3-02 1-05 3 I NDUCTNE LOOP DfilCTORS SHALL BE 6'xfi WiTH 10' SPACING IN DIRECTION OF TRAVEL UNLESS SHO'NN OTHERWISE. EXACT LOCATION BY ENGINEER IN FIELD. 4. ALL CONDUIT SHALL BE 2" UNLESS SHOWN OTHER'NISE. 5. INSTALL INTERNALLY ILLUMINATED STREET NAY:£ SIGNS. (SEE SPECIAL PROIIISIONS AND POLE SCHEDULE). 6. ALL PULL BOXES SHALL BE N0.5 UNLESS SHONN OTHERWISE. 7. REWIRE ENTIRE INTERSECT I ON, INSTALL R73U ' \ \ \\ \ r VEHICULAR E. PEDESTRIAN MOVEMENTS FER MODULE FUNCTIO:\! f'H.4SE OES!GNAT!ON FUNCTION TYPE COORDINATED FUNCTION ii• DETERMIMED BY MASTER CO:v:F'uTER _J r- 05 01 5 I ~ s * 'I< #2 2 0 1-06 3 1--{1)6 4 2-06 I 3-06 .i 3 2 I -©I 3 1-04 4 2-04. I 1-08 !FUT) #4 2 2-08 (FUTl 3 3-08 4 BLANK o SYSTEM SAIV:l'UNG-NOOUTPUT TO PH.l,SE D ALL SENSOR UNITS SHALL HAVE INTEGRAL GAU. HOLD(0-7 3'4 SEC.J e, CALL DELAY ( 0-31 SEC.) CAPABILITIES P!:R CHANNEL AND SHALL BE RACI( MOUNTED "CANOGA" BRAND 424T #4 TIES AT 6'(CR #4 SPIRAL AT 6" PITCH WITH 1'-6" LAP I\T SPUCE, --:;:::::,_/-c+{:>--i' ---<:,Hr- FiNISHED SURFACE GROUP 3 :,.~4 T1ES OR SPIRALS AT 2'' 0.C. 11 Ii 2"CLEIIRI\NCE SECTION A-A 3 /14 TIES AT TOP AROUND ANCHOR BOLTS □ fl • FOR OTHER REINFORONG OETAILS SEE SECTION A-A A A POLE N0.4 FOOTING --c,. =-- A • ti t! 02 06 04 08 2 G 4 8 OP DP SP SP 4'· ,;;; ~ ,,.------------ { Ql!H16, J : ( I I 101tl1.l5 I GROUP l {02tp6, : i l 1mw151 j I \ ) ----------~ ------. ( 1 I ~ I 04 08 I 1-I I ~ GROUP:l! ! \ } _____ _,,,., SEQUENCE WITH CALLS ON ALL PHASES INTER1i\i1 PLAN i r THIS PLAN ACCURATE FOR SIGNALS 1£. LIGHTING ONLY : / D JJ ~ z Ci) z C ~ OJ m ::0 V ! D JJ ~ z G) z C ~ [D g:J r-~=·===========··==================··=··=···=···=·····=· ================-··==·=========·"•=· ==============================================;-\ ,.; ! ,. F 11 ll I ' I 1 ! l i i I I l I I ! ! : • I • 1 I I ! l L .. GUSSS:T NO /ICM E ::::: ~ (/) - ! . I -- ... . . . ~ i, :: --~-'Ci eo ' ' ' ·,.,·,.. ' •' ~ ~o...; 'lo:t Rr:;;1-n~of.'.\'/.'( ELEVATION AT_ !sLQPE_~DR-~{-~H.'l"tGE ([J)-Cl-1/Ji/N LINK F£IVCE DETAIL ,..~·:~ c~t~n:•·tll>!~t:f 1ara, ~c1;t !"' #40' ~~ ,j. l ~::.:J '.L,; ~--: "'1 ' ' TYPICAL OQUB_Lf._ __ , FRAME I (;A"f:: OE TAIL JAIVIBOREE •• .. .. ---V ---" ::i: :::! EXIST . ------. ... A.C. DITCH~ ~l ---6,, (. ) ... ' ... -WSOUD .. < ---:-:2;--FUTURE CURB AND GUTTER~ J ---c,-..c......;::::, --I 17 I .. CH.A 1N LINK FENCING t;OTES ~·-·------ 1. All matf'r-ials .:ind fittings shall be ne-..;; and all ferro1..;s materials shall be galvanized. Posts i>h:111 he fitted with top which fits tlecurely over the· posts and may carry a top r.-10 where specified. 2. The fabric: shall .be 9-gage for all fence. All chain link fabric shall be \.'Oven into approximately 2-inch (50.8mm) mesh and galv,mized after fabrication. 3. The fol~_owing sizes (inside diameter} and vcights of pipe shal 1 be u5ed: - I tern ----- End, Corner and S1cpe Posts Line Posts Top R.:i.il and C:::i_:np. Braces g~ t __ e f()_~_ t_~ 't,t Gate and all Latch ?osts Over 6' under !3'' Over 13' u~der 18 1 Over 18" Stiff~ners for Ga:es Fest leDgths shall h~ as fellows: L'.:1!:' ?,_1st.s R/W 60" Wt./Ft. 2" 3.&5 1½" 2. 72 1, " '1; 2, 27 DLamecer -" L 3½" 6" 8" 1 ', " 11-r.. .. ::L,mwl 01· ½<>a:l,,;all •,,.-!th top L.il ,Jn>pt:rly p1c1-:in,; (.·:--;-,.-Jct,:d fi''. ic'ulr2lizoc·d by ,);3c'n~; <H.idit inru'. •,1\,:i, ;-;r:,:! ?C::itS. 72" 2½" 2" l¼;" Wt./Ft. 3. (5 9 .• 1 18. q7 21~" 70 2.:2 2. 27 60" ·"-~--- 7'-3" 6 -) " 7'-9" b'-9" a,' -1" .•ifi,:-<-t icn :'fJl-1 for GTTI' -.. -· ... ... ---·-·----~---. ----.. - ---------- REA. Wt. /ft. 5. ?'l 3,65 2 .27 L" B' -9" i'-3" 8' -9" 7'-9" 9!-)" J. Lighi:w..:dght mct."11 in!;,.•r:s siull be shee: rn~tal tube 1-.:lth l,[L J/4" gre.n.tt'r th3:, post 0.D. Cr-nut pn'.~1-'.c' with neat grout of one part n.>rrH.•nt to tvo pc1rts wa:er or, if appruved by tiw Engineer, with sulpt',ur. s. 9. Brace corn0r anJ pull posr!, 11i tw11 dlrecclo~s a~J eni pos:~ i11 on~ di~cction. 10. End fabtlc ·.,:1th tensi;~;i1 b.:r (lit;" ~: 3/6" min.) of corncct lt'r,gth. Attach b;i.r to pusts '--'ith str~:sc\1vr lnrnC_.:, (1/8" x 3/t;'' min.;• at l2" O.C. t l. Attach du\n rings ~tt L8'' 12" O.C. ;md l'.11~ f,tiiric to lop and bate,•·, 7 g~;0 te:1~i,1r1 O.c:. ~tta=h chain !i11k fahri: t,, pu:,r½ ~irh to brace'.> with 9 ;.'1,c.q-','' wire tiL"; ,1t" tB" O.C. ;,dres wi:i: 12 r.1g0 hog 9 gage wire ties at Tr1pl•.' P:rnc•: to H'-li" 9'-0" to tr)'-n" 16 1-1·· L11 ,1 ·-o·• ' I in t\1<:_• opi•1t .. i,1 nf the E:n,.;:lne0:- 16" C.ia. 13t• d i.,t. 18" Cia. I? (_ " •• .. - (_R28(;; INSTALL GU/OE MARi(ER PERC!TYOF ~ I es· eo· I NEWPORT BEACH STANDARD PLAN SlD-901-t.. ~ ½ (:j "' "" 2 ci " ' c; "' ~ ' -. "' h: .., ti \Q ' ij j <:i .,., V, "' ✓ §: ~ ~ <.:, ;l1 4" W a· w 12·w DY ONLY (> R73 (/';':! . .. -·---" - ---------------------,__ LEGEND 4 -INCH WHITE DASHED STRIPE 8 ·INCH WHITE SOLID STRIPE 12 -/NCH WHITE SOLID STRIPE DOUBLE YELLOW STRIPE WHITE SYMBOLS SIGN 7V BE INST.4LLED G-/NCH Wfl/TE SOLID STRIPE ·---- I PREPARED SY: ' /'J / _g~4,✓~-ii D'ESlGN ENGINEE? • RCf !5828 I-'fJESTOfl.! PRINGLE ,!l.MD . "---------- EJJSTBLUFF DRIVE it:-/:r"-S/ DATE OATE av DESCRIPTION ASSOCl.l\TES i REVISIONS - ----· . . l,£ts1S ro BE COfJS1rfUCT£!) OR lft!STALLEO CJNTY. l/,1//'TS 6"·VIHITE SOLID STRIPE 173 l.F 4'WHITE DASHED STRIPE 889 LF a" WHITE SOLID STRIPE 435 l.F 12' WHITE SOLID STRIPE 672 LF. V'l"r-llT£ LEFT TURN ARROW • 2 EA . /!'✓HITE RIGHT T{!RN ARROW 2 £A. R28(S) SIGN 3 EA. R26 SIGN 2 EA. RIB(Rf) I £4. N-1 REFLECTOR I 'EA. W56 SIGN I EA. GUIDE fv'ARl(ER I EA. ITEf#S TO BE RE/'/JOVEO ONTY. UNITS 4• WHITE SOLID STRIPE . 908 l.F. DOUBLE YELLOW STRIPE 274 E.A. -· ----- ROAD --•• . '-·· C} ,.-.£XIST8'W ' ."{ ' "< -:;-EXIST. 4'W ' "ct -e·w c,REMOVE EXIST. or Q 390• /VOTES: STRIPING AND PAVEMENT SYMBOLS SHALL BE REFLECTOR/ZED, PAINTED MARKINGS AND SHALL CONFORM TO THE STATE OF CALIFORNIA DEPT. TRANSPORTATION (CAL TRANS} TRAFFIC MANUAL, ST4NDARO SPECIACATIONS: 2. 3. AND STANDARD PLANS. All SIGNS SHALL BE REFLECTOR/ZED AND SHALL CONFORM TO CALTRANS STANDARD SPECIFICATIONS. INSTALLATION SHALL CONFORM TO CALTRANS STANDARD PLANS AND TRAFFIC MANUAL. CONFLICTING EXISTING PAVEMENT AfARIONGS SHALL BE REll10VED BY SAND BLASTING, CONFLICTING RAISED PAVEMENT MARl(ERS SHALL ALSO BE REMOVED . 4 NEW STRIPING SHALL NOT BE PLACED UNTIL SPOTTED AND SPOTTING APPROVED BY Cl TY TRAFFIC ENGINEER 5. INSTALL TYPE N·! REFLECTOR AND W56 SIGN ON CHAIN LIN!( FENCE INTERIM PLAN lj APPROVED .. ·-·•-' SIGNii\lG AND ···sTRIP!NG PLAN AT .,.,,,-) ~ ,-1 f 1i· ' ' 1,/ /. f ' ; / I ~?d ,2 )I' ,{I, 1:,t)<CdV"--JAMBOREE ROAD TRAFFIC ENGINEER ' R~.NO. .22D45 AND I I i I Ii Ii J' I • ' ' Ii DATE lfarch 19. !982. EASTBLUFF DR.(N} T-5..!JOS·S:' d ~ •• , OES1GNED '""'fi" I .. i WP V.y!;IJ~-CITY OF NE1J'JPORT B!EJ:l.CM SCALE: ! "= •10' I : CHErn:co DATE PUBUC WORKS DEPAR1MENT SHLl:."r 2 OF G ' --• --·-· .. , I ( ~ ~ ~ ~ "' ~ U) ~ --; I..!) N U! I N ..._ \'.) c:, • ~ <J) UJ -{>. '-J l <::i, ' 0J l,\ "" " " 'J