Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2020_PS-2000001 thru PS-2000500_ - PS-2000231

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0 U d - ti r` I 0 N 1111M, 114121101 2300 E. Eight Mile Road Stockton, CA 95270 TCP#AGA 1 Maintain a full and clear open lane ten (10'+) foot minimum during construction hours. Keep access for emergency vehicles, 7. Post tow away -no stopping signs with dates and/or times seventy- two (72) hours prior to the start of work. Remove or reduce control zone when the work area no longer public services, regional transit, business and residents maintained at all times. All lanes shall be open during non -working hours. affects that area of the roadway. Sign spacing and tapers based on 25 MPH =100'-250; 35 MPH = 250'-350'1 45 MPH = 350'-500;r Refer to and use CA/MUTCD 03/09/2018, REV3, CALTRANS 8. Pedestrians to be detoured around the work area in a safe ADA compliant manner and in a fashion where they do not traverse private property standard plans manual as a minimum standard and be in compliance with local City/County/State requirements. Remove or cover conflicting signs. (written permission required when posting signage on private property) or are directed into travel way. Each project shall be reviewed to ensure that complete, safe, 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. useable and accessible paths -of -travel are maintained at all times during construction. All signage and channelizers to be visible to approaching motorists for a minimum of 1000'. 9. Flagger to be competent, trained and qualified per Cal 0sha/Caltrans regulations. Flaggers to maintain visual and/or radio contact at all times. Each flagger shall be NIGHT WORK: All signage and channelizers to be night visible retroreflective to approaching motorists for a minimum of 1000' feet. Signage is to be flagged illuminated by a light plant during hours of darkness. and/or lighted. Signs shall be designed and commercially manufactured in accordance with the most recent Caltrans standard specifications and the CA/MUTCD. 10. Notify and coordinate with city / county / state traffic engineer when any work is preformed within two hundred feet (200) of any signalized intersection. The location of the signs shown on this illustration are guidelines and actual locations will depend upon alignment (curves), grade (hills), location of street 11. Notify police departments, fire departments, public services, regional transit, business and/or residents prior to any shoulder closure, lane closure and/or road closure. intersections and 85th percentile /posted speed limits /prima facie. Temporary traffic control signage to be removed or covered during non -working hours. 12. No construction equipment allowed in the buffer zone and/or the transition area at any time. Field adjust as needed by the trained traffic control supervisor and/or controlling authority t 13. Advance warning signage shall be sizes 48itx 48° on orange background with black lettering. All open excavations during non -working hours are to be secured with a non-skid steel plate, fenced and/or backfilled. Shoulders to have a 4:1 slope. 14. Channeling devices, individual spacing and taper lengths are based on the appropriate measurements respective to the chart (see chart A listed within these plans). Place bump (W84), steel plate ahead (W8-24) and/or open trench (C27) as needed, required or directed. CHART A CA/MUTCD Table 6C-1,2 3&4Based Upon 1 O'-11'-12' Ofsets. Adjust If Different PEDESTRIAN MITIGATION - (WORKING HOURS) Taper L Speecl Sign Merging Taper Shifting Taper Shoul FLAGGING ALTERNATE (T13/TA10).... =ourmu/a MPH Spacing 1'O'-77'-72' 100-99'-12' der Taper 10'-99'-92' Buffer Space Cone Spacing PEDESTRIANS WILL BE ESCORTED THROUGH Ta er, Conflict 55 500' 550'-605'-660' 275'-303'-330' 184'-202'-220' 495' 50' 25' SLOPE GREATER THAN 12 : 1 NOR A CROSS L = WS 60 480'-720'600'-660'-720' 300'-330'-360' 200'-220'-240' 570' 60' 30' SLOPE GREATER THAN 2%. THE SURFACE OF THE PATH SHALL BE FIRM, STABLE AND SLIP 65 1850' 650'-715'-780' 325'-358'-390' 217'-238'-260' 645' 65' 32' RESISTANT. THE PATHWAY SHALL BE 70 2000' 700'-770'-840' 350'-385'-420' 2331-257'-280' 730' 70' 35' CONSTRUCTED OF CONCRETE, ASPHALT, NON see CHART Both are based on- L=Taper Length Cones shown on the templates are SLIP PLYWOOD, NON -SLIP STEEL PLATE OR 85th percentile or if not available, S=Speed for illustrations purposes only. Exact EQUIVLANT. SURFACE DISCONTINUITIES SHALL then use the posted speed limit W=width (offset width of path of travel) number of cones required shall be NOT EXCEED ONE-HALF (1/2") INCH MAXIMUM. based on actual field conditions. act.... ROAD ONE LAN � 8E WORK ROAD PREPARED AREA AHEAD TO STOP See Chart See Chart See Chart See Chart Ail W20-1 ZO-4 C9 W3-4 NOTE :When two 10' (ft) Lanes cannot be maintained in all directions or when work area affects a crossing street use single or multiple flaggers with W20.1, W20.4,C9A & W3.4. Signage spacing A in all directions from the work area. Flaggers to be competent, trained and qualified per at Osha/Caltrans regulations.Flaggers maintain visual and/or radio contact at all times. NIGHT WORK : Each flagger shall be illuminated by a light plant during the hours of darkness. TrencXQ h Traffic c f .f � �+ p , :r SERVICE I SALES I RENTAL 916 - 920 - 3304 ROAD ONE LAN � 8E WORK ROAD PREPARED AREA AHEAD TO STOP See Chart See Chart See Chart See Chart Ail W20-1 ZO-4 C9 W3-4 NOTE :When two 10' (ft) Lanes cannot be maintained in all directions or when work area affects a crossing street use single or multiple flaggers with W20.1, W20.4,C9A & W3.4. Signage spacing A in all directions from the work area. Flaggers to be competent, trained and qualified per at Osha/Caltrans regulations.Flaggers maintain visual and/or radio contact at all times. NIGHT WORK : Each flagger shall be illuminated by a light plant during the hours of darkness. TrencXQ h Traffic c f .f � �+ p , :r SERVICE I SALES I RENTAL 916 - 920 - 3304