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U W <br />W Q <br />ao <br />N <br />wo <br />J_ J <br />E a - <br />PLACE ADVISORY SPEED <br />"25 MPH" SIGN ABOVE <br />ROAD WORK AHEAD SIGN <br />25 W13-1 P <br />MPH El <br />W20-1 <br />ROAD D <br />WORK <br />AHEAD <br />W3-4 <br />BE ❑O <br />'REPARED <br />TO STOP <br />ONE LAT <br />ROAD <br />AHEAD <br />C9A(CA) <br />O <br />W20-4 <br />\0 <br />FLAGGER <br />-•f. r <br />MANTHEY & YETTNER ROADS <br />POSTED SPEED LIMIT (S): 30 MPH TAPER LENGTH <br />TRAVEL LANE WIDTH (W): 12 FT L = 180 FT <br />ROAD TYPE: DISTANCE BETWEEN SIGNS <br />URBAN, 26 MPH TO 40 MPH A, B, C = 250 FT <br />REF: CHAPTER 6C-T.T.C.E., PART 6-T.T.C, TABLES 6C-1 & 6C-4 <br />CONSTRUCTION AREA — <br />T <br />_• : _ : _ _• • <br />100' <br />BUFFER <br />100' <br />SHIFT TAPER <br />250' <br />FLAGGER <br />WORK FROM DATE TO DATE <br />"EXPECT DELAYS" <br />PLACEMENT OF CMS WILL VARY DEPENDING <br />ON LOCATION OF CONSTRUCTION AREA. <br />PLACE CMS BEFORE CONSTRUCTION AREA <br />AND TRAFFIC CONTROL SIGNS. <br />250' 250' <br />M\ <br />30 MPH <br />TAPER LENGTH <br />TRAVEL LANE WIDTH (W): <br />CMS 250' <br />250' <br />250' <br />1 - 10' MIN TRAFFIC LANE C9A(CA) W3-4 0-1 <br />75' CONSTRUCTION AREA xy * e ID BE � >ROA\DEl <br />URBAN, 26 MPH TO 40 MPH <br />EXIT TAPER LENGTH VARIES PREPAR I WORK <br />OOOOOOOOPLACEMENT OF CMS WILL VARY DEPENDING TO STOP <br />ON LOCATION OF CONSTRUCTION AREA. AHEAD <br />OO OOOOO PLACE CMS BEFORE CONSTRUCTION AREA <br />00 00000 AND TRAFFIC CONTROL SIGNS. <br />W20-4 W13-1 P <br />\T/ IM <br />OWORK FROM DATE TO DATE [AD <br />"EXPECT DELAYS" TYPICAL LANE CLOSURE WITH REVERSIBLE CONTROL ONE LANE <br />TEMPORARY TRAFFIC CONTROL PLAN ROAD <br />AHEAD PLACE ADVISORY SPEED <br />SCALE: 1" = 60' "25 MPH" SIGN ABOVE <br />ROAD WORK AHEAD SIGN <br />PLACE ADVISORY SPEED <br />"25 MPH" SIGN ABOVE <br />ROAD WORK AHEAD SIGN <br />ell <br />25 W13-1 P <br />MPH El <br />PLACEMENT OF CMS WILL VARY DEPENDING <br />ON LOCATION OF CONSTRUCTION AREA. <br />PLACE CMS BEFORE CONSTRUCTION AREA <br />AND TRAFFIC CONTROL SIGNS. <br />WORK FROM DATE TO DATE <br />"EXPECT DELAYS" <br />LJ 36" x 36" <br />CO 24" x 24" <br />NOTES: <br />1. FOR ALL TRAFFIC CONTROL NOTES SEE SHEET <br />TC101. <br />2. ALL SIGN CODES ARE PER CALIFORNIA (CA) <br />MUTCD 2014. <br />W1 -4L <br />\O <br />SHIFT TAPER <br />LEGEND <br />PORTABLE SIGN <br />® CONSTRUCTION AREA <br />W20-1 TRAFFIC CONTROL SIGN CODE <br />TRAFFIC CONE W/ REFLECTIVE BAND 28" MIN HEIGHT <br />(CALIFORNIA MUTCD, 2014, SECTION 6F.64 CONES & <br />FIG _6F-7) <br />�— DIRECTION OF TRAVEL <br />MANTHEY ROAD <br />POSTED SPEED LIMIT (S): <br />30 MPH <br />TAPER LENGTH <br />TRAVEL LANE WIDTH (W): <br />12 FT <br />L = 180 FT <br />ROAD TYPE: <br />DISTANCE BETWEEN SIGNS <br />URBAN, 26 MPH TO 40 MPH <br />A, B, C = 250 FT <br />REF: CHAPTER 6C-T.T.C.E., PART 6-T.T.C, TABLES 6C-1 & 6C-4 <br />LtI%kj 1 h VHKItJ <br />EXIT TAPER <br />TYPICAL LANE CLOSURE WITH LANE DIVERSIONS <br />TEMPORARY TRAFFIC CONTROL PLAN <br />SCALE: 1" = 60' <br />WORK FROM DATE TO DATE <br />"EXPECT DELAYS" <br />PLACEMENT OF CMS WILL VARY DEPENDING <br />ON LOCATION OF CONSTRUCTION AREA. <br />PLACE CMS BEFORE CONSTRUCTION AREA <br />AND TRAFFIC CONTROL SIGNS. <br />MPH <br />PLACE ADVISORY SPEED <br />"25 MPH" SIGN ABOVE <br />ROAD WORK AHEAD SIGN <br />0� ? ESS/ DESIGN BY MRC DRAWING SCALE VA LIVERMORE REALIGNMENT AND CLOSURE DATE OCT. 2021 <br />! z F,N S 711 N. PershingAvenue �ti2o DRAWN BY MRC K K�JELDSEN <br />Stockton, CA 95203 MEDICAL FACILITY <br />MANTHEY ROAD WIDENING <br />SHEET IDENTIFICATION <br />r^ CHECK BY SKS ASSHOWN SINNOCK <br />209-946-0268 <br />UN m N NEUDECK TC401 <br />r No. 32192 HORIZONTAL DATUM ORIGINAL DRAWING SCALE 1550 Harbor Blvd., Suite 212 TEMPORARY TRAFFIC CONTROL PLANS <br />LijL CCS83, ZONE 3 Inc. CIVIL ENGINEERS &LAND SURVEYORS SHEET 18 OF 18 <br />Know what's below. O r CAVI 0 /z 1 West Sacramento, CA 95691 <br />F OF pgL�F o SOLICITATION SET 5 -OCT -21 VERTICAL DATUM www.ksninc.com MANTHEY ROAD KSN PROJECT FILE NO. <br />X711 before you dig. � 916-403-5900 <br />10/15/2021 NO. DESCRIPTION DATE APPR. NAVD88 2173-0400 <br />