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m <br /> H <br /> 0 <br /> R/W "T1 " LINE R/W <br /> VARIES VARIES <br /> 12.2-12.8 12.2-12.8 <br /> EP ETW ETW EP ZO <br /> ES VARIES VARIES ES (� <br /> VARIES 3.5-3.6 3.5-3.6 VARIES y <br /> 7.700-9.171 VARIES 7 8.210-10.125 a <br /> VARIES 0-0.3 0-1 .2 VARIES VARIES 0-0.3 <br /> 0-1 .2 <br /> FLATTER 2% 2% 1:2 OR <br /> r <br /> 1 .2 OR 1:2 1TE <br /> FATTER FLAT ER <br /> 1 <br /> i <br /> 2 j <br /> " T1" <br /> � T 1" a a m° u <br /> LINE - THORNTON ROAD 0 ■ u u <br /> STA 39+29.1 TO 39+ 53.0 <br /> TYPICAL STRUCTURAL SECTIONS Y <br /> TI-9, R=47 W S- �� <br /> 1 135 mm AC (Type A) 2 .2 Zi <br /> 195 mm AB Class 2 Q U0 <br /> J �+ <br /> a o <br /> SEE SHEET T1 FOR R-VALUE �^ <br /> R/W "T2" LINE R/W R/W "T2" LINE R/W TEST LOCATIONS � V W <br /> "m <br /> 12.8 12.8 12.8 12.8 .� <br /> W o oero <br /> EP ETW ETW EP EP ETW ETW EP061 <br /> ES <br /> 2.000 1 .2 9.0 1 5.4 1 .26 2 8.0 1 .2 3.6 1 3.6 1 .2 8.0 <br /> 0.6 MIN 4.2 ES <br /> ES ES <br /> 1 .0 1 .0 6.0 6.0 1 .0 1 .0 <br /> 1 .0 1 .0 _ -%2% 2% wimp <br /> 1 .0 1 .0 <br /> y <br /> �'2 1'•2 �- :2 1'•2 �• 2 1 2 � 2 1'•2 <br /> 1 1 <br /> SEE PLANS FOR DITCH SEE PLANS FOR DITCH <br /> SEE PLANS FOR DITCH ALIGNMENTS AT CULVERTS Z <br /> SEE PLANS FOR DITCH ALIGNMENTS AT CULVERTS ALIGNMENTS AT CULVERTS W Q <br /> ALIGNMENTS AT CULVERTS w z <br /> " T2 " LINE - THORNTON ROAD cr Z O <br /> " T2 " LINE - THORNTON ROAD LL <br /> C'3 - <br /> STA 33+ 10.0 TO 35+50.0 <br /> J <br /> STA 36+10.0 TO 40+44.2 co Q O V <br /> Q Lu <br /> `w <br /> r` /" <br /> IIS W Z <br /> H <br /> co =) <br /> R/W "T2" LINE R/W R W W O Q V <br /> 12.8 VARIES / <br /> 12.8 T2 LINE 12.8 R/W W � V Z <br /> 12.8-17.044ETW EP � a <br /> EP ETW ETW EP O Z <br /> ES q: OHQ <br /> 1 .238 1 .5 9,3 VARIES 1 .2 VARIES VARIES 1 .2 VARIES VARIES 1 .2 VARIES Z � <br /> 5.4-11 .4 2.300- 2.6-8.0 3.6-9.0 3.6-5.4 6.2-8.0 ES q: Z <br /> 5.900 <br /> 0.762 0.6 MIN S VARIES O Q <br /> 1 .0 1 .0 4.2 MIN <br /> 2� �� 1 .01 .0 0 2� �� 2% <br /> 2% 1 .0 1 .0 <br /> MIN 2% -� <br /> 1 <br /> 1 <br /> 100 mm CONC. SEE PLANS FOR DITCH <br /> SIDEWALK CO. STD. VERTICAL ALIGNMENTS AT CULVERTS:T SEE PLANS FOR DITCH <br /> 31 +21 .8 - 33+90.5 CURB & GUTTER SEE PLANS FOR DITCH ALIGNMENTS AT CULVERTS SCALE NO SCALE <br /> ALIGNMENTS AT CULVERTS JOB NO. 25-3177-01 <br /> DESIGNED CSN <br /> " T2" LINE - THORNTON ROAD DRAWN CAS <br /> FILE 040X04.DWG <br /> T2" LINE - THORNTON ROAD QROFESS/ON CHECKED RGB <br /> STA 35+50.0 TO 36+10.0 �o c. �� DATE 61,30100 <br /> STA 31 +21 . 8 TO 35+31 .5 <br /> <� 'SHEET No. <br /> w 46 7 <br /> m <br /> s � No. X1� <br /> p ALL DIMENSIONS ARE IN ExP.033/-03 • <br /> METERS UNLESS OTHERWISE SHOWN sT9TF clvlL""40ol -T-- 0 - <br /> OF CA1-�F 3 OF 12 <br />