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Traffic Control Plans <br />Utility Access, Repairs & Improvements <br />Flagging Control <br />Sanguinetti Lane <br />San Joaquin County, CA <br />Swan Engineering /nc <br />3 4470 Yankee Hill Rd <br />Rocklin, CA 95677 <br />' I Tel: 916-474-5299 Fax: 916-474-5139 <br />Maintain a full and clear open lane Eleven (10'+) foot minim during construction hours. Keep access for emergency vehicles, /. <br />public services, regional transit, business and residents maintained at all Times All lanes shall be open during non-worMng hours. <br />Sign spacing and tapers based on 25 MPH =100'-250;35MPH =250'-350;45MPH =350'-500` Refer to and use CA/MUTCD 03/31/2021, RE/6, CALTRANS 8. <br />standard plans manual as a minimum standard and be in compliance with local City/County/State requirements. Remove or cover conflicting signs <br />Must always monitor and maintain traffic control zones at all times. All temporary traffic control devices shall not block or impair hydrants and/or driveways/bus stops <br />All signage and channelizers to be visible to approaching motorists for a minimum of 1000'. g. <br />NIGHT WORK All signage and channedzers to be night visible retroreflecbBe to approaching motorists for a minim of 1000' feet Signage is to be flagged <br />and/or lighted Signs shall be designed and commzrciahy manufactured in accordance with the most recent Cahrans standard specifications and the CA/MUTCD. 10. <br />The locabon of the signs shown on the lllustrabon are guidelines and actuallocabons will depend upon allgnmznt(curves), grace (Nis), locabon of street 11. <br />Intersections and 85th percenbie/posted soeed limits/prima facie. Tepporary traffic control signage to be removed or covered during non-worMng hours. 12. <br />Field adjust as needed by the trained traffic control supervisor and/or controlling authority 13. <br />All open excavations during non-worMng hours are to be secured with a non-sMd steelplate, fenced andror backfilled Shoulders to have a 4:1 slope. 14. <br />TaperL <br />ourmula <br />pee Sign <br />MPH Spacing <br />Merging Tape <br />fg=H'42' <br />Shilling Taper <br />fO=H'42' <br />Sboultler Taper Bu!!er Gone Spacing <br />fg'4f'42' Space Ta er Conllic! <br />25 <br />100' <br />105OK 15'-125' <br />53'-58'-63' <br />35'-39'42' <br />155' <br />25' 12' <br />L=-2 <br />30 <br />250' <br />150'-165'-180' <br />75'-83'-90' <br />50'-55'-60' <br />200' <br />30' 15' <br />so <br />35 <br />250' <br />1 205'-225'-245' <br />103'-113'-123' <br />1 69'-75'-82' <br />1 250' <br />35' 1 17' <br />L=WS <br />the,, the oo,�ed,o sed ii— —Idth(.- I�dth o. oath o. o-a..eo da,ed o„a a„ai rye <br />AND/OR AROUND WORK AREA BY <br />CONTRACTOR INA SAFE MANNER. <br />TCP # SA 61 <br />Post tow away -no stopping signs with dates and/or times seventy- Mo (72) hours prior to the start of work Remove or reduce con trolzone when the workarea no Ion <br />affects the tarea of the roadway <br />Pedestrians to be detoured around the workarea in a safe ADA compliant manner and in a fashion where they do not traverse private property <br />(written permission required when posting signage on private property) or are directed into travel way Each project shall be rev eAad to ensure that complete, safe, <br />useable and accessible paths -of -travel are maintained at all times during construction. <br />Flagger to be competent, trained and qualified per Cal Osha/Caltrans regulations. Flagg ers to maintain visual and/or radio contact at all times. Each flag ger shall be <br />illuminated by a /g ht plant during hours of darkness <br />Nofdy and coordinate with city/county/state traffic engineer when any work is preformed within two hundred feet (200) of any agna0zed infersectbn. <br />Notifypolice departments fire departments public services regional transg business and/or residents prior to any shoulder closure, lane closure and/or road closure. <br />No construction equipment allowed In the buffer zone and/or the transition area atany time. <br />Advance warning signage shall be sizes 48"x48', on orange background with black lettering. <br />Channeling devices, individual spacing and taper lengths are based on the appropriate measurements respective to the chart (see she rtA listed within these plans). <br />FOUR (4') FOOT MINIMUM CLEAR PATHWAY <br />EXCLUSIVE OF CHANNELIZERS. PATHWAY <br />SU R FACE SHALL BE LEVELAND NOT HAVE <br />SLOPE GREATER THAN 12 1 NOR A CROSS <br />LOPE GREATER THAN 2%. THE SU RFACE OF TH E <br />PATH SHALL BE FIRM, STABLE AND SLIP <br />RESISTANT THE PATHWAY SHALL BE <br />CONSTRUCTED OF CONCRETE ASPHALT NON <br />SLIP PLYWOOD, NONSLIPSTEELPLATE OR <br />EOUNLANT. SURFACE DISCONTINUITIES SHALL <br />NOT EXCEED ONE-HALF (1/2") INCH MAXIMUM. <br />1081 r0 ux • eE <br />rte" .moo soo J <br />See CM1IA B®CM,IA Bee CMhA v Bee CM,IA _I <br />W20-1 20-4 C9 3-4 <br />NOTE : When two 10' )ft) Lanes cannot be maintained in all directions or when work area affects <br />I crossing street use single or multiple Flaggers with W20-1, W204,C9N &W34. Signage spacing <br />as CHNRTN in all directions from the work area. Flaggers to be competent, trained and qualified <br />per Cal OshmCaltrans regulations. Flagg ers maintain visual and/or radio contact at all times. <br />NIGHT WORK: Each flogger shall be illuminated by alight plant during the hours of darkness. <br />Trench&Traffic <br />SUPPLY <br />SER VICE I SALES I RENTAL <br />916 - 920 - 3304 <br />