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Page No. I of 4 <br />Traffic Control Plans <br />vi <br />UtilityAccess, Repairs & Improvements <br />Q(LOFE / <br />JT <br />0 Shoulder Closure/Lane Shift t C °c922It <br />t r c 04 79 <br />@) *Iz�31 111 <br />Corral Hollow Road sTF CALL <br />a <br />c <br />Hr OFCALlEO�� <br />m <br />Cit Of TracyyCA MAY 2023 <br />r IY <br />v <br />m <br />m <br />N <br />C GOODFELLOW BROS. <br />Contractor: <br />7 <br />L `v i /t t, L 1 y 11 L b 1 •J 'L 1 <br />T <br />r <br />Q <br />WORK LOCATION <br />C <br />O <br />ru <br />E <br />C I <br />v <br />C <br />AU <br />U <br />c LOCATION MAP <br />v <br />° GENERAL NOTES \ <br />These traffic control plana _.form to the latest "Lion of the MUTCD manual It era Intended for use by trained is licensed ` -RECOMMENDED ADVANCED WARNING SIGN d CHANNILIZER SPACING (Table "A ) <br />traffic controueralmpeni.ora, with th. aadgbn of proper traffic devices and We knowledge of using them at all times. , MUTCD Table (6C•1,2,3,4 6 6F-101) Data Based On 10'-11'-12' Lane Offsets. Field AdJustments May Be F <br />W 2. The locetion, spesinp s plaumut of the slpn./channellure kithIn thea. plans am puidelime and may differ from actual Polled Speed Sign Shoulder Taper ShlNing Taper Merging Taper Max Corea Spacing <br />field se ."candlllons, ;eprrdinp on Grove, Alignment, posted spew 6lnumectlons. , Posted <br />Limi(mph) Spacing Shoulder <br />Tap 10'- Buffer Space <br />3. Contractor shall notify II affected by tm lc...p Including local fire s law enforcement, ambulance services, public aemlc 11'- 12' 10'-11'- 12' Taper Tangent Cont <br />Am. <br />8 business within 72 noun before the sten of any won 26 100' 35'- 39'- 42' S3'- 68'• 63' 105'-115'-126' 165' 25' S0' 12 <br />4. Au)ob sites and <br />t appoint a nya ccom penonp) to rion,m n s uphold that the traltic control Is malntalned to most standards 30 260' 60'- 55'• 60' 76'- 83'- 90' 160'-165'-180' 200' JO' 60' 15 <br />atoll times and b proved. any accommodations for non-motods4. / • / 36 2110' 69'- 75'• 60' 103'-113'-123. 200'• <br />5. pedoslrlan s disabled across shall be maintained at all times. Fellow Local puldelthes sndlor MUTCD standards. 2259• 245' 250' 35' 70' 17 <br />6. AO sign.h.mm a still conform. local agency,.-. standards or per the MUTCD manual. During non-worklnp hours slpnape 530. 305. 9111 40 250' 89'- 98'-10T' 134'-147'-160' 267'- 294'- 320' 306' 40' 80' 20 <br />a minimum W shelf be removed or covens 45 360' 160'-166'-190' T26'- 248'- 270' 460'• 496'- 540' 360' 45' 90' 22 <br />7. A minimum Wit- prey travel fines must be lnalntalrled at all Umes. 50 600 167'• 184'- 200' 260'- 275'- <br />B.HoHTWOlor Ali <br />shafiMwithin the buffer mrs, or transition areas at all time., www.NationalTrafficDesigns.com 2Z0' 276'• 300' 600'•660'-600' 425' 60' 100' 26 <br />s. NIGHT WORK: All signage and chanrugura shall be uuffihed with raborefiactive and mut the ahedords of the local agency or 65 500' 194'- 202'- 703'- 330' 660'- 606'- 660' 495' 65' 110' 27 <br />Par <br />MUTCD. Fleshlnp tasaconanighb shall M used. Any fiagg.m shall meet code and be aluminated during on A.11,1e hours. P O. BOX 5193 60 1000'+ 200'- 220'- 240' 300'- 330'- 360' 800'- 660'-720' 670' 60' 120' 30' <br />7o.Temporary traffic control plans ars valid only In w Julncnon wren a permit Issued by the publl[ works department or the loeal 66 1000'+ 217'- 238- 260' 325'- 368'- 390' 660'- 716'- 790' 645' 65' 130' 32 <br />conlro0ing authodtYs.A umporary tnrnc control plan lbeff b not • permit to pnrorm work. {, 'Data Is Based On Peak 85th Percantlle Speed Prior To 0' - <br />The Start Of Work AnfllOr Angclpated Oparaling Spy <br />11. contactunderground service algintill) 46 hours Who, to any underground work. Auburn CA, 95604 _ <br />ENGINEER d DESIGN DISCLAIMER: NATIONAL TRAFFIC DESIGNS TAKES NO RESPONSIBILITYS IN THE CASE OF ANYACCIDENT, INJURY OR DEATH FROM THE USE OF THESE PLANST NATIONAL TRAFF C DESIGNS Speed.a at Len I led W -Width <br />Of <br />ONsel N( <br />HAS PREPARED THESE PLANS ASA DRAFT TO BE USED IN THE DESCRETION OF THE CONTRACTOR d THOSE CERTIFIED ON SITE FOLLOWING ALL AGENCY GUIDLINES. <br />L= WS <br />