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SmeadSoft Reprint Date: Friday, August 23, 2013 - 12:28:17 - OfficialDocuments:642, Attachment Id 0, Page 20 <br />Gcre•raI NotesDitch <br />Width (W)f 4': <br />Surface--- -- Base and backfill m ate- <br />Surface Reploceentwi <br />mrials shall be eitner of <br />Jarc11 "W <br />-Cpm-ent—B-Cs ►re—same type and com;r- <br />Surface '' si materials,.. <br />removed, or of equal or <br />�� .! ►— greater structural adoquac <br />Materials contaminate <br />(i wi tf; <br />'�i deleterious <br />L��.y ; substance,. diur•- <br />L5 S_PP I nrn <br />_ r� � �i <br />--� iFva-flan siia <br />not br• <br />Criteria used. , <br />dr <br />--' Replaced base material over <br />'Dia. Vanes ditch shall be twice the <br />thickness of the original <br />a 12°Varies <br />_ <br />ai. <br />I2 " '14in. <br />o Base material shall be <br />cid W placed in two or three <br />layers and each layer <br />REPLACEMENT OF FLEXI9LF thoroughly rolled or <br />rpe�PAVEMENT—FOR PERMITTED denssite'nit to e—sperifred <br />dy. <br />J <br />Asphalt concrete pavemel,t <br />DENSITY PROCEDURES: joints shall be mechani- <br />cally sawed, <br />The bat ' e l r:. t and <br />second stages shall Surface treated pavcment <br />In 6" layers (compacted)t`)ick_ joints s^,all be lapped <br />ness) and shall be compacted ' and feathered. <br />to 100" of maximum density as <br />determined by AASHTO T-99, Surface material wtill be <br />coos i-s tent-wf th—t#� <br />S'-age1 existing surface. <br />The permittee shall provide <br />adequate compacted fill beneath SAND-CLAY, SHELL, [TC. <br />RASEROCK, <br />the haunches of the pil)2, using RASES: <br />mechanica> temps—s�itatrYefor - <br />this purpose. This com 6" Layers Compacted <br />applies to the material planedets <br />nsity Requirements: <br />beneath <br />the haunches of the pipe <br />and above any bedding required'. 98% Under Roadway <br />Sta a #2 95% Outside the Traveled Roadway, <br />Such as Intersections <br />The n-misi <br />vers, urnouts, etc. <br />shall itwell-compacted bed <br />andtain fill <br />along the sides of the pipe 95% Shoulder Pavement <br />and to a point indicating t <br />top of sub-grade mater- "i•:?thod A4SHTn T-T BG <br />==-- STANDARD ROAD &FTA/L , RE 4 <br />COUNTY <br />REVISION REFLACEMEN7 OF ASPHAL T PA VEM£NT <br />ENC/N£FR/NG <br />D£PARTA!£NT -- FOR PERMI17,0 PA VEMENT CUT <br />SmeadSoft Reprint Date: Friday, August 23, 2013 - 12:28:17 - OfficialDocuments:642, Attachment Id 0, Page 20 <br />