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Home My WebLink AboutP_Traffic_Control_2018115_v2AHEAD WORK ROAD W20-1 W21-5 AHEA DWORKROAD W20-1 SHOU L D E R WORK W21-5 V V V POLICE OFFICERAHEADROADCONSTRUCTIONTO STOPBEPREPAREDW3-4AHEADROADCONSTRUCTIONTO STOPBEPREPAREDW3-4E VALLEY RDE VALLEY RDSW 41ST ST AHEAD CLOSED RIGHT LANE W20-5R R3-2 AHEADCLOSEDRIGHT LANEW20-5RR3-2EOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOPEOPEOPEOP EOP EOPEOPEOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPFL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FLFLFLFLFLFL FL FLFL FL FL FL FL FLFLFL FLFL FLFL FLFL FLFLFLFL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FLFLFLFLFLFL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FLEOPEOPEOPFL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FLFL FL FLFL FL FL FL FL FL FL FL FL FL FL FL FLFLFLFLFL FL FL FL FL FL FLFLFL FL FLFL FL FL FL FLFLFL FLFL FL FLFLFLFLFL FLFLFL FLFL FLFLFL FLFL FLFLFLFL FLFLFLFLFL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FLEOPEOPEOP EOP EOP PHASE 1 EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPSHOULDER WORK "DELIVERING EXCELLENCE" SEFNCO COMMUNICATIONS OFDATEREVISIONBYQC4000 E VALLEY RDRENTON, WA256918TCP1 31/4/2018PERMITMNKSCOMCAST SIGN SPACING = X (FEET) (4''9#;5 ':24'559#;5/2* Ä 14#52'4/76%1 474#.*+)*9#;5/2* Ä 474#.41#&5/2* Ä 474#.41#&5 74$#0#46'4+#.5/2* Ä 474#.41#&5 74$#0#46'4+#.5 4'5+&'06#. $75+0'55&+564+%65 74$#0564''65/2*14.'55 Ä /2* Ä ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE INTERSECTIONS AND DRIVEWAYS. (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. Ä Ä Ä Ä Ä LANE WIDTH MINIMUM TAPER LENGTH IN FEET = L POSTED SPEED LIMIT (MPH) #..%10641.5'6Ä725+)052#%+0)#0&241%'&74'5 9+..%10(14/6152'%+(+%#6+10556#6'&+06*' ('&'4#./#07#.1070+(14/'&64#((+%%10641. &'8+%'5 /76%& %+6+'5#0&8#4+175/70+%+2#.+6+'5/#;*#8'#.51 #&126'&5'2%+#.+<'&)7+&.+0'5(1464#((+%%10641. 9+6*+06*'+4,74+5&+%6+10+6+56*'4'52105+$+.+6;1( 6*'10Ä5+6'64#((+%%10641.2'4510#.615''+(#0& #0;52'%+#.%10&+6+105':+56 THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION SITE NOTES: 1. MAINTAIN DRIVEWAY ACCESS AT ALL TIMES 2. SIDEWALKS OPEN DURING CONSTRUCTION, WORK BEHIND ALL WALKS 3. CONSTRUCTION VEHICLES OR PERSONNEL WILL NEED TO BE ON CITY ROADWAY. PARKING LOT AND PEDESTRIAN TRAFFIC WILL BE MONITORED BY A SPOTTER TO INSURE FLOW AND SAFETY DURING CONSTRUCTION. PUYALLUP ST [ PROPOSED UNDER GROUND DIRECTIONAL BORE ] CONTROL TYPE: LANE SHIFTSITE SPECIFIC TRAFFIC CONTROL PLAN LIMIT SPEED SPEED LONGITUDINAL BUFFER SPACE = B LENGTH AHEAD WORK ROAD W20-1 SHOULDER WORK W21-5 AHEA DWORKROAD W20-1 SHOU L D E R WORK W21-5 V V V POLICE OFFICERAHEADROADCONSTRUCTIONTO STOPBEPREPAREDW3-4AHEADROADCONSTRUCTIONTO STOPBEPREPAREDW3-4E VALLEY RDE VALLEY RDSW 41ST ST AHEAD CLOSED RIGHT LANE W20-5R R3-2 AHEADCLOSEDRIGHT LANEW20-5RR3-2EOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOPEOPEOPEOP EOP EOPEOPEOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPFL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FLFL FL FL FL FL FLFL FLFL FLFL FLFL FLFLFL FLFLFLFL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FLFLFLFL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FLEOPEOPEOPFL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FLFLFLFL FL FL FL FL FLFL FL FL FLFL FL FL FL FLFL FL FLFL FLFL FL FLFL FLFL FLFLFL FLFL FLFLFL FLFLFL FLFLFLFLFL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FLEOPEOPEOP PHASE 2 EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPW20-5"DELIVERING EXCELLENCE" SEFNCO COMMUNICATIONS OFDATEREVISIONBYQC4000 E VALLEY RDRENTON, WA256918TCP1 31/4/2018PERMITMNKSCOMCAST SIGN SPACING = X (FEET) (4''9#;5 ':24'559#;5/2* Ä 14#52'4/76%1 474#.*+)*9#;5/2* Ä 474#.41#&5/2* Ä 474#.41#&5 74$#0#46'4+#.5/2* Ä 474#.41#&5 74$#0#46'4+#.5 4'5+&'06#. $75+0'55&+564+%65 74$#0564''65/2*14.'55 Ä /2* Ä ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE INTERSECTIONS AND DRIVEWAYS. (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. Ä Ä Ä Ä Ä LANE WIDTH MINIMUM TAPER LENGTH IN FEET = L POSTED SPEED LIMIT (MPH) #..%10641.5'6Ä725+)052#%+0)#0&241%'&74'5 9+..%10(14/6152'%+(+%#6+10556#6'&+06*' ('&'4#./#07#.1070+(14/'&64#((+%%10641. &'8+%'5 /76%& %+6+'5#0&8#4+175/70+%+2#.+6+'5/#;*#8'#.51 #&126'&5'2%+#.+<'&)7+&.+0'5(1464#((+%%10641. 9+6*+06*'+4,74+5&+%6+10+6+56*'4'52105+$+.+6;1( 6*'10Ä5+6'64#((+%%10641.2'4510#.615''+(#0& #0;52'%+#.%10&+6+105':+56 THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION SITE NOTES: 1. MAINTAIN DRIVEWAY ACCESS AT ALL TIMES 2. SIDEWALKS OPEN DURING CONSTRUCTION, WORK BEHIND ALL WALKS 3. CONSTRUCTION VEHICLES OR PERSONNEL WILL NEED TO BE ON CITY ROADWAY. PARKING LOT AND PEDESTRIAN TRAFFIC WILL BE MONITORED BY A SPOTTER TO INSURE FLOW AND SAFETY DURING CONSTRUCTION. PUYALLUP ST [ PROPOSED UNDER GROUND DIRECTIONAL BORE ] CONTROL TYPE: LANE SHIFTSITE SPECIFIC TRAFFIC CONTROL PLAN LIMIT SPEED SPEED LONGITUDINAL BUFFER SPACE = B LENGTH AHEAD WORK ROAD W20-1 SHOULDER WORK W21-5 AHEA DWORKROAD W20-1 SHOU L D E R WORK W21-5 V V V POLICE OFFICERAHEADROADCONSTRUCTIONTO STOPBEPREPAREDW3-4AHEADROADCONSTRUCTIONTO STOPBEPREPAREDW3-4E VALLEY RDE VALLEY RDSW 41ST ST R3-2AHEADCLOSEDRIGHT LANEW20-5RR3-2EOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPFL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FLFLFLFLFLFL FL FL FLFL FL FLFLFLFLFLFLFL FLFL FLFLFLFL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FLEOPEOPEOPFL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FLFLFL FL FL FL FL FL FL FL FL FLFLFL FL FLFL FL FLFLFLFL FLFL FLFL FLFLFLFLFL FLFLFL FLFL FLFLFL FLFLFLFL FLFLFLFLFLFL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FLEOPEOPEOP PHASE 3 EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPW20-5AR"DELIVERING EXCELLENCE" SEFNCO COMMUNICATIONS OFDATEREVISIONBYQC4000 E VALLEY RDRENTON, WA256918TCP1 31/4/2018PERMITMNKSCOMCAST SIGN SPACING = X (FEET) (4''9#;5 ':24'559#;5/2* Ä 14#52'4/76%1 474#.*+)*9#;5/2* Ä 474#.41#&5/2* Ä 474#.41#&5 74$#0#46'4+#.5/2* Ä 474#.41#&5 74$#0#46'4+#.5 4'5+&'06#. $75+0'55&+564+%65 74$#0564''65/2*14.'55 Ä /2* Ä ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE INTERSECTIONS AND DRIVEWAYS. (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. Ä Ä Ä Ä Ä LANE WIDTH MINIMUM TAPER LENGTH IN FEET = L POSTED SPEED LIMIT (MPH) #..%10641.5'6Ä725+)052#%+0)#0&241%'&74'5 9+..%10(14/6152'%+(+%#6+10556#6'&+06*' ('&'4#./#07#.1070+(14/'&64#((+%%10641. &'8+%'5 /76%& %+6+'5#0&8#4+175/70+%+2#.+6+'5/#;*#8'#.51 #&126'&5'2%+#.+<'&)7+&.+0'5(1464#((+%%10641. 9+6*+06*'+4,74+5&+%6+10+6+56*'4'52105+$+.+6;1( 6*'10Ä5+6'64#((+%%10641.2'4510#.615''+(#0& #0;52'%+#.%10&+6+105':+56 THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION SITE NOTES: 1. MAINTAIN DRIVEWAY ACCESS AT ALL TIMES 2. SIDEWALKS OPEN DURING CONSTRUCTION, WORK BEHIND ALL WALKS 3. CONSTRUCTION VEHICLES OR PERSONNEL WILL NEED TO BE ON CITY ROADWAY. PARKING LOT AND PEDESTRIAN TRAFFIC WILL BE MONITORED BY A SPOTTER TO INSURE FLOW AND SAFETY DURING CONSTRUCTION. PUYALLUP ST [ PROPOSED UNDER GROUND DIRECTIONAL BORE ] CONTROL TYPE: LANE SHIFTSITE SPECIFIC TRAFFIC CONTROL PLAN LIMIT SPEED SPEED LONGITUDINAL BUFFER SPACE = B LENGTH