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Type G DBI __ #13 <br />FDOT Index #233 <br />Top EL.= 87.63 <br />INV (S)EL.= 84.62 <br />3 <br />titer ---- ��, <br />79.00 <br />000 <br />/ Y <br />��• / / Y a ♦ Y <br />� m <br />5e001 <br />Qr�� e�' i 'YYY♦Y� <br />�Qray J i�YY�Y♦r <br />/ YY♦Yw <br />iti�/Y Y v a. Y a Y . ♦ < <br />.' .f a Y Y a a, Y ,,, �♦ a♦ Y♦, a , a Y Y y <br />Y ♦ Y .. ♦ Y . Y Y Y ♦ Y <br />/ /` Y♦♦♦♦ Y Y Y♦ Y a Y♦ Y♦ Y Y a Y Y♦ Y Y. Y Y♦. .. <br />k♦ a a Y Y a V♦ a♦ Y a a a ,Y Y♦ Y Y Y a /♦ Y ♦ Y a <br />V Y Y W Y ♦ <br />Y Y Y <br />♦ Y♦ a Y♦ Y Y Y Y Y Y a ♦ Y Y♦ Y Y Y Y Y Y Y Y♦ a Y� <br />iY ♦ Y ♦ Y Y Y Y .r Y Y Y Y Y Y Y a <br />X I w a Y ♦ Y Y . ♦ � . Y Y Y Y Y Y a ♦ a <br />I+ Y Y♦ Y♦ +; y♦♦ Y Y Y Y a. Y <br />�\ Y YW <br />Y Y Y Y Y . a. .♦ ♦ fTLA . a♦ a Y � Y <br />X\ •p' Y i ♦ ♦ Y w Y ♦ ♦ ♦ ♦ a• Y Y <br />\ � Y a a Y a Y Y Y Y .. ♦ Y Y a Y a a Y a♦ Y Y♦ Y W Y♦ Y a. <br />� Y <br />\ \•�.Y Y Y Y Y♦ Y♦ Y Y Y a Y a♦ Y Y Y Y Y Y Y W Y Y a♦ <br />\ ♦ Y Y ♦ ♦ Y Y Y Y ♦ ♦ ♦ W <br />L ` t �. ♦ i 'Y W .Y V Y Y r ♦ W <br />\Y <br />k� <br />NOTES: <br />1) Speed bumps to be placed at Owner's direction <br />during paving activities. <br />2) Bidding contractors to add a $5,000.00 <br />allowance for the speed bumps. <br />Base <br />Header Curb <br />Note: <br />Materials and method of construction same <br />as for Type"D" curb. <br />ED <br />05 <br />ZD <br />8" <br />2'-0" <br />`Note: <br />(1) When used on the high side of highways, the cross slope of <br />the gutter shall match the cross slope of the adjacent pavement <br />and the thickness of the lip shall be 6", unless otherwise shown <br />on plans. <br />Type "F" Curb <br />Asphalt Path Section <br />�._...._ _ , �• Asphaltic concrete (Type S-3) <br />Subgrade = 12" of Type B Stabilization with <br />compacted subgrade to 98% MP (LBR 40) <br />I inht rlrity Dwomnn+ Cor+inn <br />c.......,,....i �,.,,..... _ , 5. Asphaltic concrete (Type S-3) <br />Base = 6" of crushed concrete <br />Subgrade = 12" of Type B Stabilization with <br />compacted subgrade to 98% MP (LBR 40) <br />1.5 x 0.44 = 0.66 <br />6 x 0.18 = 1.08 <br />Structural Number = 2.70 <br />Heavy Duty Pavement Section — <br />c...,,...,...i �,......,. _ �• Asphaltic concrete (Type S-3) <br />T «A <br />Base = 8" of crushed concrete <br />Subgrade = 12" of Type B Stabilization with <br />compacted subgrade to 98% MP (LBR 40) <br />1.5 x 0.44 = 0.66 <br />8 x 0.18 = 1.44 <br />12x0.08=0.96 <br />Structural Number= 3.06 <br />Property Line <br />Proposed Storm Pipe <br />Heavy Duty Pavement <br />Light Duty Pavement <br />5 <br />Added offsite storm <br />pipe. <br />09/30/10 <br />4 <br />Added offsite DBIs. <br />08/31/10 <br />3 <br />Update per new Site <br />Plan. <br />07/15/10 <br />2 <br />Update per SWFWMD <br />comments. <br />09/24/08 <br />1 <br />Per City comments. <br />05/08/08 <br />No. <br />I Revisions <br />Date <br />M <br />L <br />00 <br />M <br />M <br />N <br />1� <br />C <br />O <br />O <br />CU <br />LL <br />tL N <br />Yy <br />0� t <br />� <br />� Q <br />C:)X <br />O <br />to <br />f0 r— <br />ILL O <br />O <br />N <br />O <br />U <br />. i✓ <br />0) CID <br />co Z <br />Z <br />9 C) <br />,C <br />Iq <br />CM <br />— <br />J LLJ <br />S <br />o CD <br />CO t i C <br />0 + 2 N m <br />I` Z n aa C 1J <br />O o u c LO CU 'D <br />E o <br />Iy � CC) CUm <br />ICU <br />C: <br />`v <br />I <br />U) <br />O <br />C <br />` <br />0) <br />CU <br />o <br />}' <br />O <br />o <br />o <br />�L2 <br />(')= <br />() <br />C) <br />L <br />O <br />0) <br />CU <br />M <br />C <br />O <br />. _ <br />U <br />vi <br />'> <br />s <br />M <br />^, <br />Cl) <br />CL <br />' <br />O <br />CU <br />0 <br />U. <br />�_ <br />O` <br />V) <br />CU <br />IZ- <br />U <br />�� •�� <br />'Civil Eng 'Civil" <br />arlos A. Vasquez <br />20684a / � �Z <br />November0 <br />Date <br />Drawn: <br />YZY <br />Checked: <br />Scale: <br />111=60' <br />Dwg : Paving and Drainage Plan <br />Job No: <br />1372-10 <br />Sheet <br />Of 27 <br />6 <br />Sheets <br />