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G098 - G101
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G098 - G101
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Last modified
3/8/2016 3:11:06 PM
Creation date
1/22/2016 1:30:38 PM
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Improvement Plans
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Improvement Plans
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i <br /> GRANT L 11V£ ROAD <br /> RNO D INDEX NILDE YEAR SHEET TOTAL <br /> 969 2 4AL <br /> ,� GOASf <br /> 30' <br /> 30 /2' Min. <br /> /' s' a' ¢' 12' 12 ' -� R/I^' NOTE . <br /> 3 N ^ pe A /z A G over �{A B. <br /> ek 0 <br /> 0 <br /> Nor /D io . : . . • . °: ° :.. a. •.° .;.•. .o • /O e E G. Orr ,ris <br /> o yPe o 4 A• <br /> 'O::•_. � ..°. ° .• °. . o ° :'a - '. .n.. .•p• .'.n:.' p• c , .�. % � yP �� A• e e • tie y A.B. <br /> 0, 25 ' ,gspho/t Concrete- <br /> 0. 50 ' Agyregate Bose <br /> A99' Aggregate Subbase <br /> 1.20' <br /> TYPICAL SECTION Edfe of Pavement <br /> STA. 210+ 00 TO STA. 225 + 00 S BUILT <br /> UILT <br /> TYPICAL DRIVEWAY <br /> CORRECTIONS BY L✓ r � <br /> NO CHANGES <br /> GO/!St DATE <br /> 3a 30 ' OR/MCNAY 501EDl/LE <br /> 3 <br /> 4' IZ ' �2' — N ¢" \ STATION LT RT TYPE WIDTH STATION LT RT TYPE WIDTH <br /> 216 + 25 x A 12' 277 + 50 x E 20' <br /> \ _ _ 217 + 20 x D 16 ' 279 + 50 x E 16 ' <br /> \ �– a.oa' L- - - - ---- — - - - --- - - - --3 o,oe' � �� �� � 220 + 25 x A 20' 280 + 50 x E 12 ' <br /> 0,20 '4spha/t Concrete Overlay 221 + 75 x A 20' 295 + 80 x E 16 ' <br /> 222 + 70 x A 16 ' 299 + 80 x E 12 ' <br /> 223 + 00 x A 20' 301 + 50 x E 20 ' <br /> 224 + 00 x A 12 ' 302 + 20 x E 20 ' <br /> TYPICAL SECTION 224 + 30 x D 45 ' 3o4 + 35 x E 25 ' <br /> 224 + 60 x A 30 ' 307 + 50 x E 16 ' <br /> STA. 225 + 00 TO STA. 327 + 50 <br /> STA. 329 + 50 TO STA. 385 + 26 225 + 55 x E 12 ' 309 + 60 x E 20 ' <br /> 226 + 80 x E 20' 316 + 11 x E 110 ' <br /> 230 + 00 x E 30' 317 + 30 x E 12 ' <br /> ij, CO/�Sf 231 + 35 x E 16 ' 320 + 8o x E 12 ' <br /> 237 + 50 x E 16' 325 + 35 x E 70 ' <br /> 245 + 70 x E 16 ' 330 + 50 x A 12 ' <br /> 255 + 30 x E 16 ' 332 + 50 x A 12 ' <br /> /6 /6� -� 256 + 90 x E 16' 341 + 65 x E 16' <br /> 263 + 4o x E 16 ' 342 + oo x E 16 ' <br /> — 27 <br /> — � 4 + 75 x E 16' <br /> ! � <br /> 276 + T5 x E 20' <br /> 0. 60 A,a. <br /> Variable 4spbelt Concrete <br /> 0,25' min. <br /> Male : R �`D. Existiey Rave,1R&AA . <br /> TYPICAL SECTION <br /> STA. 327 + 50 TO STA. 329 + 50 <br /> ;rYR160AL SECT/ON <br /> CONS TiQUC TioN NOTES <br /> F <br /> 4 <br /> I <br />
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