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EXCAVATE TO ACCOMIDATE <br />DEPTH OF RIP RAP <br />EXCAVATE TO TOP OF PROPOSED <br />ROAD SURFACE ELEVATIGWV, <br />25' <br />FLAN VItVV <br />ROAD SURFACE COMBINATION <br />OF FILL AND GRAVEL <br />1S' 15' <br />_ REMOVE EXISTING CULVERT <br />1.5 <br />3.1CY FILL NEEDED <br />BOTTOM OF EXCAVATION <br />_ 4 �1 <br />1.25 CY FILL NEEDED <br />EXISTING DITCH <br />1 2 -y <br />-� 0 . <br />� .' —� 1 <br />r <br />1 <br />23 CY EXCAVATED MATERIAL AVAILABLE <br />ROAD CENTERLINE PROFILE/ <br />DITCH SECTION <br />PROFESSIONAL EYGINEEA .ERT:F: -ATE <br />0 <br />iIILL :AM P. 3ALAZ ;R, BEING A PEGISTEREO <br />°iFESSIONAL ENGINEER 00 HEREBY -ERTIFY THAT <br />'HIS EXHIBIT HAS BEEN REVIEWED BY ME 4ND :S <br />'POE AND C�RREGT 7C FH£ BEST :F N1' KNOWLEDGE <br />,INC I FORK TION. <br />/U�Z7�J7 <br />.RAJ. _ 735::NAL ENGINEER <br />MAP # 25 <br />DITCH PROFILE / ROAD SECTION <br />DIVERSION DITCH <br />PARAMETERS <br />Maximum Drainago Area <br />cif, <br />(arrp,$) <br />NOTES : <br />Runnff (:nr fficirnt <br />hn <br />Rainfhll Tntensit.y <br />1, <br />1. CULVERT DIAMETER IS ASSUMED TO BE 24 ". <br />(inchn :hour) <br />LENGTH 2 7', <br />COVER 0.5' min. <br />Dps1vn flow <br />,6 <br />2. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS. <br />3. FINAL DIMENSIONS ARE SUBJECT TO CHANGE <br />Avrrnf'n SlnpP (`+� <br />j, fl <br />DUE TO FIELD CONDITIONS. <br />4. REMAINDER OF EXCAVATED MATERIAL TO BE GRADED <br />R ghness factor <br />(1.F73 <br />INTO SIDES OF ROAD. <br />Design Dnpt.h" <br />1.3 <br />LI <br />(frPf,) <br />_ i-f f14d$ <br />Design Width" <br />5,3 <br />(fnnl.) <br />PROFESSIONAL EYGINEEA .ERT:F: -ATE <br />0 <br />iIILL :AM P. 3ALAZ ;R, BEING A PEGISTEREO <br />°iFESSIONAL ENGINEER 00 HEREBY -ERTIFY THAT <br />'HIS EXHIBIT HAS BEEN REVIEWED BY ME 4ND :S <br />'POE AND C�RREGT 7C FH£ BEST :F N1' KNOWLEDGE <br />,INC I FORK TION. <br />/U�Z7�J7 <br />.RAJ. _ 735::NAL ENGINEER <br />MAP # 25 <br />