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{ <br /> R/W E Const. <br /> Const. <br /> Li>*M5 of C/eoring e Grubbing, Eorthwork (Roadwoy Excavation) <br /> Limits of C/eoriny E'' Grubbing, Eorthwork(Misc. Areas)(Type 2) <br /> 4 4' <br /> 4' 4' 1l ' f1' - - 4' 4' <br /> Conform <br /> Cr�nform . <br /> Vor 1/ 2 % 2 0� - 8 % Q� G'anform Conform <br /> vol 8 ° . •0 0. . 0 . .. : .� o • . e , •p . . , e . � o O' 'o' 0 'O :e vYo�, 1io� $°� - — 2 % _ B % Vor <br /> a I7'ASpho/t Concrete <br /> 0.67' Clow 2 Aggregate Bose _ Existing Voriob/e Depth <br /> Roodwoy Aspho/t Concrete So-se <br /> TYPICAL ' SECTl01t <br /> Sta. 89* 50 to stn /05 f 00 TYPICAL SECTION <br /> Sto. 145*00 to Ste. /57 f 00 <br /> Sto. /77000 to Sto. 2/0000 <br /> Na . 113*00 in Sta. IL7*00 <br /> Stq . 143+ � to �. 145*00 <br /> . . C\A <br /> No <br /> I <br /> - Co Ist. <br /> GENERAL NOTES <br /> Limits of Clearing e Grubbing. Eortfiwork (Misc. Areas) (Type /) <br /> % Aspho/t Concrete Bose shol/ be placed in 2 /oyes with an asphalt <br /> 4' 4' 1/ ' //' 4' 4'` <br /> concrete power e9uipped with /'u// automatic screed and grade <br /> sensiny controls. <br /> A stringline or wire grode reference sho// be re9uired to contra/ <br /> I /onyituodino/ grade. <br /> 8 ,h 2 2 % 8 / 2. Imported Borrow —The material shall be o cloy type moterio/ <br /> Conform r o Confbrm Selected lo <br /> its ability to resist erosion. R- value and Sond <br /> }(� ; d.' ,'o ' ago p c o •p o' ' o ,p" .�.o ° "o.' .e, .n' <br /> o . 'o.' ® . . o . o. .o: o. . •o o, o. . .o. , o. �; �� Equivolent requirements sho// be waived /or this moterio% <br /> �-- — - — — — — — --- L <br /> — — — — — —� 3 Al/ eorthwork sho/l be completed within on area o1' work, except <br /> Im orted 0./7 Aspho It Concrete fbr final grodiny of shoulders, prior to p/aciny any roadway <br /> 6or`row (T ) structuro/ moterio/s. <br /> O. Existing �oriob/e Death <br /> Roodwoy Coss 2 Aggregate @ose 4. Excovoted material from povement repair shall be used as <br /> See Note 19 shoulder embankment <br /> Const. <br /> *Note : Existing Roodwoy is to remoin in ploce, <br /> Limits ori Cleotinq de Grubbing, <br /> Earthwork (Misc. Areas) (Type /) except that of the locations shown be/ow, <br /> Me existing surfacing shall be removed and <br /> dor 5 8' either used as shoulder embonkment or <br /> disposed of os directed by the Engineer <br /> f ConformSto. 106 * 50 to Sto. 112 +00 <br /> Vo/' o c.• o Sto. /2/ + 00 to Sto. /23 *00 <br /> e o Sto. 127 #00 to Sto. /30 *00 <br /> Sto. 135 *00 to Sto. 140 *00 (Eost Bound Lone Only) <br /> ORefer to X Sections Mo. 140 f 00 to Sto. 143 *00 <br /> ,Shoulder Defpi/ <br /> Sta. //2*00 to Sto. 134 *00 (Lt.) <br /> rYP/CAL SECTION <br /> Sto. /06*50 to Sto. /23 *00 <br /> Sto. 127*00 to Sto. 143 *00 <br /> PROJECT ENGINEER DATE CHECKED BY DATE SlBM €TIED �Y BATE APPROIAtECOMfufENDD �Y i s° SHEET TOTAL <br /> ---- - - — -- -- - — -- -- ------ _ — - _ Y PROJECT PELT/ER ROAD Na. SHEETS <br /> --- —__.-- COUNTY N TY O N J NO SCA L. E T YPICA L SECT IONS <br /> /,9/� ���• ' 7/� � s .�.1.��► �iea � a�3 Lim <br /> Its 2PIP <br /> 11 <br /> w <br />