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NOTES: 0101 '°""TT aoe,E roup e�,l:n 'io. sNic"is See Standard Plan T9 for tables. SEE NOTE 2 Use,cone spacing X for toper segment,Y for t,ngeni segment or Z t,f onfliet situ,tib_ as appropriate,per Table 1,unless X.Y,or Z cone •.w.s+r°�` w20-1 A ®7 Spacing Is 5hGw0 On this sheet. REGIS REO C1 Vll E ., -- ROAD SEE TABLE 3 Provide of !Beat one person to continuously maintain traffic control 'rt lro F.ra,r`C wORA ADVANCE AND NOTE 1 devices for Ione elasures. may 31.2018 CLANS.PP-L OAtE Cs0402 AHEAD WARNING S1LN r su,ru uura4r.,.o,urrcwr ..let-19 O DISTANCE CONE SPACING% A I A SEE NOTE ] urs swu AOrK KrMYIN9r row am SEE TABLE 3 SEE TABLE I TAPER LAruw4aarnrtn(Krs uruwra "°•q°,rN ° TAP L/2 L/2 nr¢s o rWr axY s.rfr. 1 SEE TABLE t SEE NOT SEE TABLE t SEE AP R SEE A NOR%AREq ANO TABLE 1 TABLE 1 TABLE I SEE TABLE 2 TO ACCOMPANY PLANS GATED SEE NOTES A AND B SEE NOTE 6 • O SEE NOTE B SEE NOTE 6 • o • • MEDIAN S1 1L1 — — — — — — — — — s • —• •—• — SEE NOTE 6��• — — •— SHOULDER • • • • • • OVERLAY • (AS APPROPRIATE) Z j 6 max &EE SEE NOTES 2D0.m � LANE CLOSURE WITH PARTIAL SHOULDER USEAND 9 AICD wq-2L(AC20(CAR. QSEENOTES Z C30(CA) SEE NOTE 5SEE NDTE 2 SEE NOTES 2 AND 9LANE NOTE 5 N W10-1 J I AND 9 CLOSED © ROAD O pggp 1( CLOSED Op wORX a w4-2L A O R11-2 !HEAD ADVANCE CONE SPACING SEE TABLE 1 WARNING DISTANCE AND NOTE I / SEE TA AND NOTE 1 TABLE 3 R L 2L a C/2 CONE SPACING x SEE TABLE 1 SEE NOTE TAPER L NTAPER L O z C B SEE TABLE 1 AND TABLE t SEE [ABLE 1 AND TABLE 1 v N T SEE NOTES q AND B SEE TABLE 1 CD '� • • •f 0 SEE NOTE 6 SEE NOTE B --j MEDIAN SHOULDER — — — • SEE NOTE 6 • # • g- — — — • •� • --• e -S.E NOTE e — — -SEE NOTE 6 SEE NOTE iD t — — — — — — — — — — — — — — — — — — — — a • • — — — — <t • • SHOULDER • • j OVERLAY "Z (AS APPROPRIATE) Qj, OVERLAY (AS APPROPRIATE) SEE TABLE 3 F Ur W20-3 IFT C20(CAJL I AAD ,RAN SEE NOTE 2 Y� ❑ SEE NOTES 2 0 COMPLETE CLOSURE O W4-?L w2D-z N+-IDR C A AND 9 SEE NOTE 9 ❑p SEE NOTE 2 LEGEND D NOTES: • TRAFFIC CONE SIGN PANEL SIZE (Mint TflAFF IC CONE (OPTIONAL TAPER) I. Par able Delineators placed at ane-half tfre S cinp 6. A minimum of 3 cone,shall De at aces transversely across I Intlicotnd for traffic cones may be used nsteatl of coon closes latje ontl shd,ltler t Bash location here o tape» r TEMPORARY TRAFFIC CONTROL SIGN Bones far Daytime closures Y. 0CraSs , Ira 11C Ione entls ontl every 1000'as Shown on The Lana O qB"x 48- f 8" Z. Eacn advance worning Sign shall be equippetl Closure rfin Partl,l sroultler USE"tletail.Tro type II barricades FLASHING ARROW SIGN(FAS) ith t I•ost trro 1Poge for 11me closure. may be used ins tend of the 3 area.The transverse ligament of o 48"x IB" eaY fr.cone,or Dorricades on the cloeetl st:%jdCer mayy Ce shifted dlTa FAS SUPPORT OR TRAILER Eacn hOl shod n of !Bost t6 x 16" n sire tram the transverse alignment to provitle access to the work. © qe"x 30' and snap b1 Orong• of fl uoreScent red-orange PORTABLE FLASHING BEACON color.Flashing Deaaane shall be placed at i. The 2L tangent Shown along Ione linea shell be used the locations indicated for Ione closure during between the L tapers feQUlred for each CIa32tl traffic PORTABLE r hours of tlOr'knels. 3. A G20-2"END ROAD WORK"sigyn with minimum size of S. Use one flashing,arrow sign far each lane clocea.The 4B'x 24"as a fopriate,'boll be Dr'dl aced at I- end flashing orrow sign shall a Type 1. 5747E DF CALIFORNIA 01 The lane clolufe ylnl0l the epr of wsfA Ored is 9. Lane closures on the right aid.usingq partial median shoulder DEPARTMENT OF TRANSPORTATION obviouc or•ntla rlthin d larger project's Il miTb. as a trOffia Ione shall conform to the Details mown exca t that 4. a minimum 1500'at sa ht distdnee sMll De provi0ee c2o1CAIR and Is signs sn011 De used. p TRAFFIC CONTROL SYSTEM hexa possible far w Rlalea approacninqq me first 10. A minimum Of Two Type Bar D,rricatlea,hall be F O R LANE C L O S U R E O N the T p f row sign.Lone closuresr Shen not begin of Dloceq across each cl ossa lane and shoulder dt the the tap of creat ertreal curve o on a hori[ontol I«at len anarn and p FREEWAYS A N D EXPRESSWAYS curve' ciasure ore,.Within the a m�pl elet cllosure o�ea,ete S. Place o C30(CA)sign every Iwo 'throughout length of the transverse alignment of the oarriao0e3 on the Ione closure. clPaed shoulder may De shifted from the transverse NO SCALE aligmmenf to provide access to the work, T10A