Laserfiche WebLink
pVM10M <br />. T0253 ($)1 2.0 <br />3600-1-72 <br />2.52- <br />0.39' I <br />04' <br />1.43 <br />4" SAI V/SM30PSOIL <br />f <br />- <br />i <br />TYPICAL CROSS SECTIONS <br />- -- - <br />- - --- _ AND.. - ----- -- <br />DNrils• <br />For <br />t <br />MT. HOREB - BLACK EARTH ROAD <br />S. T. H. 78 DME CO1111111ry. i1 <br />---- - f PROJECT T 05XQ--i� <br />;t+rt„ <br />- <br />III MNL r iF 20' MIN <br />a <br />T' T <br />SAFETY TION' 30' MiN. SAFETY SECTION <br />-gERTLIZE <br />SEE <br />emb <br />' 116 6.84' 10' <br />12'12' <br />10' 6.84' <br />it 01, 7.179f 8'91 <br />x11.71 1.38' <br />11'91 11'* <br />8'91 7.17 4.8 3 <br />- <br />I <br />POINT REFERRED TO <br />911.71'' 1.38' <br />-�_ - <br />0.015'/, N PROFILE 0.015' <br />0.04 <br />70 <br />` <br />F <br />�►' ,�._._- <br />_ �' <br />� .2.19' � � <br />2.19 <br />' 17UMINOUS CONCRETE PAVEMENT = <br />• BITUMINOUS I}ASE COURSE 4" SALVAGED TOPSOIL / <br />� 6'1 <br />\ <br />I <br />�_ iv <br />11 Zd <br />k <br />_ <br />VA <br />y <br />P <br />10' G7<AVEL0 CRUSHED ST.OYE BASE COURSE - <br />4. O� k <br />- <br />a RELOCAT D FRONTAGE R OAD <br />. <br />` - - _• - <br />TYPICAL FINISHED SECTIONty <br />STA. 68+OOLT.-- 69+28.14 LT. <br />STA. 81+13.12 - 97+00 - <br />in <br />\ <br />STA..3"A"+87.1-3 - T5"A"+00 <br />\ <br />-- --- - --- - -- --- -- - <br />50'MIN, SAFETY SECTIONS' <br />125' <br />' <br />i <br />IN <br />12' <br />12' 3 7.99 7.01' <br />\ <br />POINT REFERRED TO <br />2.53 <br />MATCH E7E \ <br />- <br />6:1 NOR O A <br />_ 0.03 % <br />ON PROFILE <br />0.O 151/. 0.015' <br />0.04 <br />SURFACE <br />6:1 <br />\\ <br />•RTR,IZG <br />t 0 II TU INDUS CONCRETE PAVEMENT <br />\\'S j �� <br />INTERSECTION DETAIL <br />_ <br />BITUMINOUS BASE COURSE 4" SALVAGED TOPS01 <br />v\�\qh <br />S. T. H. T6 6 C.T.M. S <br />TYPE p GRAVEL OR CRUSHED STONE BASE COURSE <br />OP\ <br />TYPICAI.- FINISHED HALF SECTION TYPICAL.FINISHED HALF SECTION <br />' <br />STA. 6•-+6L37 LT. -68+00 LT. STA. 64+81.57 RT. - 69+ 2 8.14 R T. <br />30' MIN. SAFETY SECTIO 30' MIN. SAFETY SECTION <br />32.16' <br />46.23. <br />- '-'- - <br />9.64' IQ 16, 10' <br />12' 12' 10' 6.23 3.77 10' <br />FE <br />I E I3 SEED <br />A' <br />6.54' <br />7 4.01' <br />- - <br />- - - <br />POINT REFERRED TO <br />_ <br />. <br />0.04'/, <br />PROFILE <br />ON 0 .04' <br />_ <br />, N R• . <br />0 <br />I <br />6 1 <br />6:A <br />10:1/ <br />S1 <br />/ <br />2.52' 3' 11' 11 3' <br />` <br />1.61' <br />6 ME <br />V i <br />0.39' <br />ON PROFLILIE <br />4 MIN 4" SALVAGED TOPSOIL <br />61TUOUS SE COURSE <br />015% <br />ID' GRAVEL OR CRUSHED STONE BASE COURSE "" <br />4 a 1 <br />FERTILIZ 8 <br />TYPICAL S-UPERELEVATED SECTION <br />- STA. 76+35.-- 81+13.12 <br />- � <br />1.45 <br />2"5ITUMINOUS CONCRETE PAVEMENT � <br />=' <br />__ •• <br />� SALVAGED <br />TOPSOIL <br />6 GRAVEL OR CRUSHED STONE BASE COURSE <br />SECTHM --- -- - -- <br />32.N1' 34.64' <br />FERTILIZE -a sEEDT __ <br />TYPICAL SECTION <br />Iwo! 10'12' 12' 12-' - <br />3' .7.6 4` ' <br />TIP <br />POINT REFERRED TO *VARIABLE 0-14 <br />5.29' <br />� <br />FOR <br />1r <br />0.01/.� <br />�QlY. 0 FILE - ' <br />Q <br />py <br />FRONTAGE ROAD <br />� 6: <br />� NOR• --- <br />�� <br />16.1 <br />4""-, <br />•." <br />c 1 <br />�� &TUMINOUS CPAVEME <br />ONCRETE <br />--�1 • 4' SALVA2! MM <br />f <br />. <br />10 GRAVEL OR CRUSHED STONE BASE COURSE <br />,.-. 0 JOEL <br />TYPICAL SUPERELEVATED SECTION <br />73+90. - ---- a - <br />91 STA. 73+96 - 76+35 <br />pVM10M <br />. T0253 ($)1 2.0 <br />3600-1-72 <br />2.52- <br />0.39' I <br />04' <br />1.43 <br />4" SAI V/SM30PSOIL <br />f <br />- <br />i <br />TYPICAL CROSS SECTIONS <br />- -- - <br />- - --- _ AND.. - ----- -- <br />DNrils• <br />For <br />t <br />MT. HOREB - BLACK EARTH ROAD <br />S. T. H. 78 DME CO1111111ry. i1 <br />---- - f PROJECT T 05XQ--i� <br />