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C'a1ifixi1%=C D 2014 Edson <br />ffEWA's MGIC17 20104 Fditan- inrludinllf Pw Qam.s l &'-!. a; amended for ase m California) <br />Figurer 6H-6. Shoulder Work vwilh Minor Encroachment trTA-6) <br />/0V m <br />UVON- <br />G20-2 <br />aM� T <br />I <br />I�{�brtrrlal� <br />ChAprer 6K - TtiTtcal Apphintim <br />pact 6 - Ten;wan. Trafr Contml <br />l t <br />1 <br />10 ft <br />MIN. I . <br />t <br />Typical Application 6 <br />E r10 <br />IDAD WORK <br />Now. S" Tabr e* GH -2 aamd <br />BH -3 for Rhe meaning <br />of fhe symbols and�or <br />er 4oft5 VS+s d in <br />ihie e <br />Wcrk wehide <br />Truck-mouniad <br />aationua[Ntor <br />�op�llanaplj <br />Buftr $We <br />(optional) <br />W20 I <br />RGA 0 <br />WORK <br />AHEAD <br />Page Ilii. <br />N O-L,eM tier21113 <br />TYPICAL APPLICATION APPLIES TO POLE, SB, <br />PFP LOCATION <br />PEDESTRIAN CONTROL NOTES: <br />A DEDICATED INDIVIDUAL WILL BE ASSIGNED THE <br />RESPONSIBILITY OF ESCORTING PEDESTRIANS <br />THROUGH THE WORK AREA IN ACCORDANCE WITH <br />THREE MAJOR CONSIDERATIONS: <br />1. PEDESTRIANS SHOULD NOT BE LED INTO <br />DIRECT CONFLICT WITH WORK SITE VEHICLES, <br />EQUIPMENT OR OPERATIONS <br />2. PEDESTRIANS SHOULD NOT BE LED INTO <br />DIRECT CONFLICT WITH MAINLINE TRAFFIC <br />GOING THROUGH OR AROUND THE WORK SITE <br />3. PEDESTRIANS SHOULD BE PROVIDED WITH A <br />REASONABLY SAFE, CONVENIENT AND <br />ACCESSIBLE PATH THAT REPLICATES AS <br />NEARLY AS PRACTICAL THE MOST DESIRABLE <br />CHARACTERISTICS OF THE EXISTING <br />SIDEWALK OR FOOTPATH. <br />* - The distances are approximate, are intended for guidance purpases <br />only, and should be applied with engineering judgment. These distances <br />should be adjusted by the Engineer for filed conditions, if necessary, by <br />increasing or decreasing the recommended distances. <br />ADVANCE WARNING SIGN SPACING <br />TAPER LENGTH CRITERIA AND <br />CHANNELIZING DEVICE SPACING <br />ROAD TYPE <br />DISTANCE BETWEEN SIGNS* <br />A B C <br />FT FT FT <br />URBAN <br />- 25 MPH OR LESS <br />100 <br />100 <br />100 <br />URBAN <br />- MORE THAN 25 MPH TO 40 MPH <br />250 <br />250 <br />250 <br />URBAN <br />- MORE THAN 40 MPH <br />350 <br />350 <br />350 <br />RURAL <br />25 <br />500 <br />500 <br />500 <br />EXPRESSWAY/FREEWAY <br />1000 <br />1500 <br />2640 <br />* - The distances are approximate, are intended for guidance purpases <br />only, and should be applied with engineering judgment. These distances <br />should be adjusted by the Engineer for filed conditions, if necessary, by <br />increasing or decreasing the recommended distances. <br />* - For other offsets, use the following merging taper length formula for L: <br />For speed of 40 mph or less, L = WS2/60 <br />For speed of 45 mph or more, L = WS <br />Where: L = Taper length in feet <br />W = Width of offset in feet <br />S = Posted speed limit, off-peak 85th -percentile <br />speed prior to work starting, or the anticipated <br />operating speed in mph <br />** - Use for taper and tangent sections where there are no pavement markings or where <br />there is a conflict between existing pavement markings and channelizers (CA). <br />ISSUE DATE <br />at&t 1 04/2021 <br />LEGEND <br />TAPER LENGTH CRITERIA AND <br />CHANNELIZING DEVICE SPACING <br />VRAD CABINET <br />SPEED <br />(S) <br />MINIMUM TAPER LENGTH* <br />FOR WIDTH OF OFFSET 12 FEET (W) <br />TANGENT MERGING SHIFTING SHOULDER <br />2L L L/2 L/3 <br />MAXIMUM CHANNELIZING <br />DEVICE SPACING <br />X Y Z** <br />TAPER TANGENT CONFLICT <br />MPH <br />FT <br />FT <br />FT FT <br />FT <br />FT <br />FT <br />20 <br />160 <br />80 <br />40 127 <br />20 <br />40 <br />10 <br />25 <br />250 <br />125 <br />63 42 <br />25 <br />50 <br />12 <br />30 <br />360 <br />180 <br />90 60 <br />30 <br />60 <br />15 <br />35 <br />490 <br />245 <br />123 82 <br />35 <br />70 <br />17 <br />40 <br />640 <br />320 <br />160 107 <br />40 <br />80 <br />20 <br />45 <br />1080 <br />540 <br />270 180 <br />45 <br />90 <br />22 <br />50 <br />1200 <br />600 <br />300 200 <br />50 <br />100 <br />25 <br />55 <br />1320 <br />660 <br />330 220 <br />50 <br />100 <br />25 <br />60 <br />1440 <br />720 <br />360 240 <br />50 <br />100 <br />25 <br />65 <br />1560 <br />780 <br />390 260 <br />50 <br />100 <br />25 <br />70 <br />1680 <br />840 <br />420 280 <br />50 <br />100 <br />25 <br />75 <br />1800 <br />900 <br />450 300 <br />50 <br />100 <br />25 <br />* - For other offsets, use the following merging taper length formula for L: <br />For speed of 40 mph or less, L = WS2/60 <br />For speed of 45 mph or more, L = WS <br />Where: L = Taper length in feet <br />W = Width of offset in feet <br />S = Posted speed limit, off-peak 85th -percentile <br />speed prior to work starting, or the anticipated <br />operating speed in mph <br />** - Use for taper and tangent sections where there are no pavement markings or where <br />there is a conflict between existing pavement markings and channelizers (CA). <br />ISSUE DATE <br />at&t 1 04/2021 <br />LEGEND <br />SAI CABINET <br />VRAD CABINET <br />ED <br />SUB BOX <br />moo' <br />STREETLIGHT <br />TRAFFIC LIGHT <br />(STANDALONE) <br />❑o <br />MONUMENT <br />FIRE HYDRANT <br />® <br />JOINT POLE <br />MANHOLE <br />ROAD SIGN <br />• <br />BOLLARD <br />E <br />POTHOLE <br />FENCELINE <br />TREE �;?, <br />HEDGE ;�:�" <br />ROW <br />RIGHT OF WAY <br />FOC <br />FACE OF CURB <br />BOC <br />BACK OF CURB <br />LOG <br />LIP OF GUTTER <br />FOW <br />FRONT OF WALK <br />BOW <br />BACK OF WALK <br />EO D <br />EDGE OF DRIVEWAY <br />EOW <br />EDGE OF WALKWAY <br />SW <br />SIDEWALK <br />PS <br />PARKSTRIP <br />DW <br />DRIVEWAY <br />C/L <br />CENTERLINE <br />U T I L I T I E S <br />W <br />WATER <br />T <br />TELEPHONE <br />—E— <br />ELECTRIC <br />—SS— <br />SANITARY SEWER <br />—SD <br />STORM DRAIN <br />—G— <br />GAS <br />WV <br />WATER VALVE <br />WM <br />WATER METER <br />DA #140301 <br />CITY OF: STOCKTON <br />40 <br />INFRASTRUCTURE <br />P A R T N E R S <br />PLANS PREPARED BY: J5 INFRASTRUCTURE PARTNERS <br />G EO/CO <br />EXCH. <br />ENGR. MATT OCHS TEL. 707-428-2343 <br />ENGR ARC VOKDLEE00 <br />TYPE OF CONST. GIGAPOWER <br />PROJECT <br />RO/EST. NO. A0216D9 <br />UE73 <br />S KTN CA01 <br />DWG. 4 <br />