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HomeMy WebLinkAboutTED4001396.5-+3r,- r, — vmms 3„ 6.0' 1.54' 24' ALTERNATE SHOULDER SECTION I STA. 1505+25.00 TO STA. 1505+62.40 LT. STA. 151 1 +00.40 TO STA. 151 1 •45.00 LT. 2' 8' 6' i 0.02'12'l f— fmpg 0 O o f? ® a O i v 00% ttti t,t3 i�i .,, 3�It �+r0ttt 31�1 ��t' O 0.2'1 ft. e ALTERNATE SHOULDER SECTION II STA. 1493 +50 TO STA, 1498 +70 LT. 1 5' ad Q _ 0.027ft. 0.15' 0.02'/ft. ��i�a/f� _ tizi'3ii'i"' irr rt► ?��� 10 ALTERNATE SHOULDER SECTION I� STA. 1505.00 TO STA. 1512+00 RT. 1 VAR. 7' - 15' VAR. 7' - 15' /ft. 0.02'1ft._ P+ •; 9° III IL v. % a 1 t 1 V l 1 1 >R III 0.02Vft. 0.02'/ft. 0.20` '.9 ►� .r; 40 0. 4 0' � + Q 0.40' 1, ., 3' MIN . REGION 140. STAW ►CD. AID ECt 12' 12, �0.02'Ift. 0.02'lft. TEMPORARY CONNECTION STA 14"1 {a + oc>T» STA. 14 71 + 00 STA. 1511+50 -ro STA/5 13-+ 50 3' M IN. 2.5' COMMERCIAL DRIVEWAY SECTION STA. 1487+ 53 LT. STA. 1499+ 37 LT. . STA. 1500+ 48 RT. " STA. 1501 + 20 RT. STA. 1501 + 80 RT. STA. 1504+00 RT. L E G E N D ASPHALT CONCRETE PAVEMENT -CLASS B 2 ASPHALT CONCRETE PAVEMENT -CLASS E 3 ASPHALT TREATED BASE 4 11 CRUSHED SURFACING TOP COURSE 5 GRAVEL BASE -CLASS B 4 6 4" CEMENT CONCRETE SIDEWALK 7 CEMENT CONCRETE CURB & GUTTER I � � VAR.* a O Va___ �� 0.027f t 0.02'/f tt , --- t a ,r �� •�,� r .dam. ►.o� • n ..� oa�o • ® __. _ s ,. t,1 ;E �{, !" Itt ? 1tV Y „\ �. tilt �. •.�—'� .� ill = tti "` \tl � \t� �/? � tti # Hf i i/I ! 11l -----fir tilw 0.02'1f t 0.02 /f t 0 1-- ) 0. 2 0' ROADWAY SECTION F LINE SR 169 STA. Q ROAD APP A 14 80 # 51 Rt. 24' ROAD APP. S 1487.53 Rt. 15" ROAD APP. C 1499+37 Rt. 15' * SEE CHANNELIZATION PLANS VAR.* _ Var. 430 d = ttl i N1 oil s ttl )II Z Iota Bpi& Ill ;ttt \ 0 0.35 qD �-- 0.3 5 ' 0.10' 4 �-- 0.3 0' , 1 (`l M r • a FILMED NQ • a FILMED NQ