Laserfiche WebLink
TRAFFIC CONTROL SIGNING LANE CLOSURE <br /> TRAFFIC CONTROL NOTES _ TWO-LANE TWO-WAY ROAD <br /> — — — — �—- LAYOUT 13 <br /> ALL TRAFFIC CONTROL DEVICES ON 7HI5 PROJECT SHALL CONFORM TO THE LATEST EDITION OF THE > <br /> MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES(MN MUTCD),INCWDING THE LATEST z � ����� <br /> FIELD MANUAL FOR TEMPERARV TRAFFIC CONTROL ZONE�AVOUTS � � � .-�U,'� �__�-��� �T <br /> z U \._/ <br /> PAVMENT FOR TRAFFIC CONTROL IS WTENDED TO COVER ALL SUCH SIGNS AND DEVICES AS SHOWN o z 1 y , <br /> ON 7HE TRAFFIC CONTROL PLAN AND THE REFERENCED FIELD MANUAL LAVOUTS. � � ,� � � <br /> 7HE CONTRACTOR SHALL BE RESPONSBLE FOR FURNISHING,INSTALLING,MAINTAINING AND p O � ,^ '��"�' ��°O`�� <br /> REMOVING ALL SIGNS AND DEVICES RE�UIRED TO PROVIDE TRAFFIC CONTROL ON THIS PROJECT. � � �A 2 —�✓� T . <br /> j U V <br /> ALL SIGNS SHALL BE IN ACCORDANCE VNTH THE STANDARDS DESCRBED IN THE MN MUTCD. CSAH 17 A /� ! <br /> i� <br /> sr.-av <br /> ALL WORKZONE SIGNS AND BARRICADES SHALL BE E�UIPPED WITH WIDE ANGLE PRISMATIC A ,��� A B � `�Y Ti <br /> (DIAMOND GRADE)REFLECTIVE SHEETING.WORK ZONE WARNING SIGNS SHALL BE ORANGE WITH A � �/�F . I T <br /> BLACKLEGEND. � A _�, '-vv�C.eG- y � <br /> ALL BARRICADE PANELS SHALL HAVE REFLECTIVE SHEETING ON BOTH SIDES. � ��.�Z'�, /�; �-.\ 1.,. <br /> ALL TRAFFIC CONTROL DEVICES SHALL BE LIKE NEW AND HAVE RETROREFLECTIVE SHEETING. -in . .><_s � �/ � <br /> XVW 3�IW 6 Ol Cfl V <br /> ALL SIGNS LARGER THAN 24"x 24"RE�UIRE TWO POSTS.POSTS SHALL BE PWMB WITH THE SIGNS, ! <br /> INSTALLED LEVEL,AND AT THE PROPER MOUN7ING HEIGHT IN ACCORDANCE WI7H THE STANDARDS 'vCsa�d�r. �� � <br /> DESCRIBED IN THE MN MUTCD. �0--� � lj OS�y . <br /> A <br /> THE FOLLOWING LAVOUTS FROM THE SAID FIELD MANUAL AND MN MUTCD SHALL BE RE�UIRED ��� ' . <br /> BASED ON THE CONTRACTOR S WORK SCHEDULE� g � = TL <br /> A w <br /> .L <br /> .... . _ - Q . r� <br /> TWO LANE TWO WAV ROADS CLOSURE LAYOUTS I ��. � r �'r� <br /> � 2G ;��� T..,�J1.��Z- <br /> �. <br /> SHORT SHORT INTERMEDIATE � a ' T�� '�� <br /> MOBILE DURATION TERM TERM I ' - - <br /> ALL ADT'S ,. B <br /> 15 MIN ONE HOUR 12 HOURS 3 DAVS OR <br /> OR LESS OR LESS OR LESS LESS , � <br /> WORKONSHOULDER 1 2,4 ' I "..r',��ERS�n' <br /> WORK OFF SHOULDER 2 �. A UP TO?MILE MAX <br /> PARKING LANE CLOSURE 3 '�, 1 ! /� <br /> W2oaFl <br /> �nNec�osuae s,� MAP LABLES � ��� <br /> -2 FLAGGER CONTROL 13 q -�p-ipNq_- <br /> -Movwc woRK sPnces ia s encr+ LONGITUDINAL DROP-OFFS <br /> -NEAR INTERSECTION 15,16 W241(48"z48") ��� i������.w3-x3 <br /> PLACE AT FOL.LOWING 7 LOCATIONS W8-9 �� <br /> -PI�OT CAR OPERATION 17 -CSAH 17/WEST COUNTV LWE � � A --- <br /> -NEAR RAILROAD xING 18 OO W�RD -9TH AV SW ROAD � �u� � jI //� <br /> -PORTABLE SIGNAL CONTRO �g AHEAD .TULENCHIK STREET � 1 ' y } �A^=^o/ <br /> w2o-0 <br /> -STOP SIGN CONTROL pp -NORDENSTUA LANE � �2 �N I \/ <br /> -BOBCAT DRIVE I A <br /> WORK IN CENTER OF ROAD 22 -CSAH'I7/TH 37'I ' �' /\ <br /> EDGE OF�-I�-0-3'�-{ . , . / �� ' <br /> LANESHIFT 24 TRAFFlC LINE ' y \ F'"."..� ��`' <br /> WB-9 ... � ` \`� <br /> TWO-WAY LEFT TURN LANES ROAD 2 EACH <br /> -LANE SHIFT zs �A WORK W20.1(48"x 48")/Mi-X4(24"x 24") I sauiDE.n <br /> AHEAD PLACE ON"TH 371" - SHOULDER SHALL BE CLOSED WITH APPROPRIATE WARNING SIGNS <br /> -CENTER�,4NE CLOSURE 26 I f AND CHANNELIZING DEVICES AT A MAXIMUM OF 100'SPACING. <br /> TURN IANE CLOSURE 42 o�r I 3�� 214 IN. qDVANCED <br /> DEGSION TAPER <br /> WORK IN INTERSECTION 29(LOW SPEED ONLY) EDGE OF-�-I��0-3��I POSTED SPEED WARNING BUFFE <br /> ROAD CLOSURE 81 80 TRAFFIC lWE WZ_x� DISTANCE ('I2 FT LANEj <br /> LIMIT PRIOR TO SIGN SPAC <br /> ROADWORK `NORKSTARTING SPACING (B) <br /> 2 EACH <br /> SIDEWALKCI.OSURE �85 O NMILES7 G20-1(60"x24") yqmep (MPH� FEE)T FE�E)T FEET FEEI <br /> SEE FIGURE 6K 3 4 51N THE SAID RELD MANUAL AND MUTCD FOR GUIDELWES AND CONSTRUCTION I �� <br /> TECHNIQUES TO INCREASE TRAFFlC SAFETY NEAR LONGITUDINAL DROP-0FFS. I M^^r*� � '� 0-30 G=25 FT 250 550 200 200 <br /> END 2EACH 2r I m:=�����' 2�4 IN. 35-45 325 700 325 305 <br /> FIELD CONDITIONS MAY REQUIRE THE ADDITION AND/OR MODIFICATION OF TRAFFlC CONTROL PLAN C � Z� <br /> LAVOUTS AS DETERMINED BV THE ENGW EER. O ROAU WORK G20-2A(48"x 24") �A� 45-50 600 900 600 425 <br /> EDGE OF�-I�0-3'+{ � G=W FT <br /> TRAPFIC LINE 55 750 t200 700 5 0 0 <br /> OESIGN ENGINEE0.:1 MEREBY CERi1FY TNnT TH 5 P�AN WAS PREPAFEO BY ., v;,„�,� <br /> TRAFFICCONTROL ME�R���EaM���aE�Ts�PEa��s���a��r�ar�AMa�������E�sE� - -- - �*E ,� STATE AID PROJECT 018-617-003(CSAH 17) <br /> PROFESSIONPL ENG NEER IINOER THE 1AW50F THE STFTE Oi M NNESOTF 7 ryq�� pTE � <br />