Laserfiche WebLink
Cons f <br /> I <br /> Limits _ af__L'laarigy and Grubbing , Earthwork (Roudwoy Wirdan-an <br /> 20' Q 8' - 54a. 93 7,00 to 5ta. 94 t Lw0 <br /> ■ <br /> Q 6' - stn. /0/ too to 51a. /05150 GENERAL NOTE5 <br /> 6' 4' fb 8' *var. /Z'to/!e' /2' Var. to /G' 4' �5' �4' �5 ' 2Q $ - Sfa. /O/ f 00 to Sfo. /05 1'-5-0 1. 6rovcicd shoulders shall be construe ted by uniformly <br /> 3Q 6' - Sfa. /0/ 7,00 40 5t6. /03 t SO placing shoulder boekin ma-Aerial of o uniform rota of <br /> 24' Povemenf Rainforein9 fabrie Vor. 0' to /6' 3Q $ - 5441. /03 4-YO fo 540. /05 -#4-5-0 3 foes per sfofion (each side J, Tha. rotc of shou/dAw <br /> A. C. Wideninq baaka?y shall be increased v4 -,Ah,, 1o/%wing /oco><ioas <br /> I Sfo. 917100 •to Soo. /0/100 (Li) = 3 -on5 -7'0 ._6_ tons per sfo�•»n <br /> � <br /> Sta. /0/td0-moo 5fo. -/o543� 1f) : 6 fans ar s�a�ion.X-SLOPE SCHEDULE f P <br /> B % _ Var. = V°r •ver. +z it fo -z % o ° Conform (AUX 1 LIARY ,CANE) Tha comprafad shoulder sfia/r 641 f/usfi w;fit ffi¢ adya <br /> 8 �' �� . of pavement. <br /> Conform Var. r, . �,t 5r€ — — — — — — — -- yQ dot �a a. X-S/o <br /> .. :. — r Sfa. fo Sf <br /> 9/ 1, 00 <br /> 0.21' As ha/f Concrete Leval 9/ 7, 50 O % 2. All earthworlf shall be eomplafad prior fa ploairr3 <br /> Imported Borrow or Surplus P 0,70' As halt Concrete B6asa finishad course of asp/7&/I' concrete , zxr-apo for <br /> Materia/ from axcova4ion. P 92 7,00 t / <br /> Existing Roodwoy Gu4tar Grodc 927,50 - 957,00 t z, / final gradin9 of -Miz shoulders and placement of <br /> 95t50 t / °, shoulder bar-king tnatarial . <br /> 96 t 00 0 y° <br /> # 9G t SO <br /> 97 + 00 - 100 -1-50 -2. YO <br /> /0/ 7, 00 <br /> /0/ ,450 O <br /> THORN TON ROAD /02 7, 00 / <br /> /02 +-SO - /05 745-0 t ,2qo <br /> Sfa. 9/ + 00 to 511 /05 7, 50 <br /> L <br /> Const. <br /> I LEGEND <br /> Limits of Clearing and Grubbing, Earthwork (Miscal/onaous Areas) Type ■ Grovaled Shoulder, See General Nate <br /> Sae Plan Sheaf a*S for locations of <br /> /2' /Z' 4' 64' 6transitions and exoct pavement wid-fh5. <br /> 6 S It on h;qh side of suparelava ion <br /> 24' Pavement Reiaforcinq fabric to 40 5aa X- 51" Sc%cduk (Auxiliary Lana <br /> Ifor exoct s/ope . <br /> I Q 5a ere face, s s/Pe)a vondns -iodroinoq f slro//neva <br /> 8 ,/° _ Vor Var. Var. 0yar. cont'orrn fo . exist%nq• <br /> 08 e <br /> Conform .. . .. ,. . <br /> Conform <br /> ' iF 0.2/' Aspho/t Concr-i <br /> Existing Roadway <br /> Imported Borrow or 5urp/us <br /> h NoAerio/ from excovotion. (Typ.) <br /> TRORN T ON ROAD <br /> 51a. 3.5 + 50 to Sto. 9/ t 00 <br /> d <br /> s <br /> r <br /> Con S 1. <br /> r <br /> I DESIGN DES /GNATION <br /> Limits of Clearing and Grubbing , Earthwork' (Mise¢/laaeous Areas (Type. 2) <br /> /0 Year — /997 <br /> G' G' ■4 /6' /6'_ �4' 5' 4' 5' <br /> A. D. T. = 3, 294 T. = 7 <br /> : <br /> D. H. V. = 350 V. = 55 M.P. H. <br /> Conform o 2D. = 5/ <br /> Z B / Conform <br /> a,. <br /> VI <br /> Vag �or y,r• <br /> 0. 21' Asphalt Concra•te Laval <br /> Gutter Grade <br /> 0. 70' Aspho/f 6oncre4c 5asa Gutter Erode <br /> RECORD DRAWINQ Alww <br /> NoChar�esey A• <br /> DOW <br /> Aa Person—rm�Usi h s Drawing Should Verily <br /> DE YRIE5 ROAD Allinfoabon By lrtspecting The Site Of Vlbrk. <br /> Sfa. /99 160 fo 5'74a. 204 f 00 ,, ' � <br /> APPROVED <br /> THORNTON ROAD ! <br /> 'J <br /> 3 <br /> z = NO SCALE TYPICAL SECTIONS PROJECT <br /> C� Cf <br /> q. Eight ht Mile Rd. to DeVries Rd. <br /> ILF <br /> 4 7 <br /> RPDAD G 164 <br />