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r" <br />VA <br />FERTILIZE 4 SEED fERTILI2E 6 SEE <br />CENTERLINE <br />30.0' ----------- ----- -t--- 6.0' <br />IS.O' — - - -- 18.0' —--------- J / <br />4.0' 1I.0' -- -- — 11.0' — 4.0' <br />2 e'2_I/Q7BITUMIOUSMAT REFERRED T N FILE2.6' VARIAB E <br />__ / <br />- - - + -- VAR. MIN.3 <br />VARIABLE <br />9" 2.0 MIN. AI <br />8"CRUSHEO GRAVEL _OR CRUSHED <br />4.I ? STONE BAS�OUR 8 ORAMUE AR SU$$ASE SLOPE 0.015 FT./FT. 10-1 <br />ROUN71N HALF SECTION IN FILL HALF SECTION IN EARTH CUT <br />- - TYPICAL FINISHED SECTION <br />392+50— 673+28.5 <br />0"J"+00— 7"J"+10.2 <br />21/2" I 5" <br />BLACK -TOP CURB 8 GUTTER <br />STA. 3914 50 — 392 + 50 RT. <br />L,RMrt MM[Ta <br />$0258(8) <br />NOTE BASE 8 SUBBASE IN PLACE <br />GRAVEL SHOULDERS ESTIMATED AT 4 C,Y. /STA <br />TYPICAL CROSS SECTION <br />FOR <br />30' FT. ROADBED <br />CENTERLINE <br />20.5' 20.0' <br />R QINCr_ <br />9.d II.0 - -- - POI -NT REFERRED TO ON PR - 9.0' <br />�2 1/2" - - -_ <br />SITU_ MINOUS MAT <br />--= <br />' <br />9" ---- <br />- <br />SLOPE 0.015 FT/FT.8"CRUSHED- GRAVEL-OR_CRUSHED _ <br />STONE BASE COURSE <br />_9"GRANULAR_$VBSASE COURSE <br />FULL SECTION CURB 8, GUTTER <br />TYPICAL FINISHED SECTION <br />4"U"+00— 389+00 LT. C.SG. <br />389+00— 392+IZ LT C.aG. <br />389+00— 391+50 RT. C.8G. <br />391 +50— 392+50 RT. BLK.-TOP C.8 G. <br />�- CENTERLINE <br />�---- - -- W" VARIABLE TO MATCH EXISTING ROAD - --� <br />--4.0' �- <br />VAR. <br />"j- <br />MIN. 2' <br />- 10.0' <br />VAR,�2 2 y <br />-M IN. <br />P LE <br />MINT REfERRED TO PROF <br />2.2' 2"81TUMINOUS MAT <br />�- VARIABLE <br />SLOP�_4415 FT/FT <br />--- <br />4-1 S OP Lee <br />VAR. 1.1' MIN. <br />OPS.6" <br />4�1 <br />RU MED GRAVE QR CRUSHED <br />STONE BASE COURSE <br />10-1 <br />RtON!INGOING <br />HALF SECTION IN FILL <br />HALF SECTION IN CUT <br />NOTE: TYPE OF SURFACING TO MATCH EXISTING SURFACE <br />-/ <br />TYPICAL SECTION FOR SIDE ROAD <br />21/2" I 5" <br />BLACK -TOP CURB 8 GUTTER <br />STA. 3914 50 — 392 + 50 RT. <br />L,RMrt MM[Ta <br />$0258(8) <br />NOTE BASE 8 SUBBASE IN PLACE <br />GRAVEL SHOULDERS ESTIMATED AT 4 C,Y. /STA <br />TYPICAL CROSS SECTION <br />FOR <br />30' FT. ROADBED <br />