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HomeMy WebLinkAbout0825.96.2. y co 6) 0 I e, -- / \ / % / =1 6 >/ / soh 00 I l / / I 1 / 1 113' -0" \ / 890.20 / / / ___ -- - - - -_ � 690.20 ,1 888.30 \ _ _ _ I 88740 3:1 O / / 2\ BERM approx. 1 % s I ape �+ POND VOLUME = 7880 e ` - STORAGE ON PAVEMENT = 2920 888.30 \ ,\ - - - -- ----------------- ------ - - - - -- TOTAL 10,800 CU.fT. 3:1 e 891.50 -.; r �/ a) / 2' BERM \ 88.3 3:1 1888.20 sa / 890.75 8 888.50 / $8.20 / / o / a00000 890.2 891.45 I \ %C;\ / I \ 44'-G� #X5645 -4L i v, \ \ \ FIN. ELV. 891.5 / / I m I \ 8 .25 I L \ I -- - - / 839.00 0 ° �\ ---- - /L - -- �'� -------- _ -___- •ate------- �-=- �� - -_�_ --- a°i-- - - - - -0 - V- � 8 ,92 - - -- - - - - -- - -- _- - -- 891---- - - - - -- ---- �°� - -- ' \ ----- - - - - -- ` - -- r ` ^ \b, \����\ NORTH y�IICHICV� (U.S. H` Y. #421) e \ `` �\ S20 °33'15 'E 196.67'- ' a - M KE(Z No. PE19300359 c `s >3 •. O STATE OF a 1111rj ION A I. ----------- XXX ----------- XXX.X A LEGEND EXISTING ELEVATION EXISTING INTERPOLATED ELEVATION NEW PAVEMENT ELEVATION (UNLESS NOTED OTHERWISE) EXISTING CONTOUR NEW CONTOUR PAVEMENT CROWN LINE 89.20 I CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION OF EXISTING V`, ELEVATIONS AT CRITICAL POINTS SUCH AS APPROACHES, DRAINAGE STRUCTURES, CURBING, ETC. VERIFICATION SHALL BE PERFORMED OUR ING ; LAYOUT STAGES AND SIGNIFICANT DISCREPANCIES SHALL BE REPORTED TO 887 THE OWNER'S REPRESENTATIVE IMMEDIATELY. \� I t 890. TO " - - - - - - - - - - - - - i 1 890.20 RIM / 8 .10 I I 89 5 / I 891 J 2' BERM / I I / Q, e cb c 89 .40 - t 891.20 1 - 8 0.30 891.30 891.25 891 65 89 5 0 " o 1 12M GAL. - -"E-" I g / a70 O/ � L LEADED 89 00 - T, L / - 12M GAL. °D" ®i 0 I 1 TOP FI Pau / / i ' REG.. _ _ - -- - -- 1° A CA EV. Y C 689.0 i 8 - - - GAL. ;,� - „ II-- 0o,'L 1 1 I \ ��O• ,\h o ILa ----- ������ I I ' - - - - PREMIUM- - - 0 j I 891. I 892, �� � 1 g 651 Q0 4M G o o T/ I �,� I T/ L. �' DIESEL_O LL /9 / 44POSLA, 2.00 89 - 891.8 0 ti 0 I - 1 - - - - -- 1 ------- - - - -�' - 891.10 -- / RIM - - - - -- 0� '0`x.•1 / \ - - - - - - - - - - - - - --T7 =, - - - - - - - -- -------------- -p0 - -- - - - - - - - - - - - - -- ` - - -- Lc� - -- - - - - - -- - - - - - - - - - - - I 1 / \ - �\ ---- - /L - -- �'� -------- _ -___- •ate------- �-=- �� - -_�_ --- a°i-- - - - - -0 - V- � 8 ,92 - - -- - - - - -- - -- _- - -- 891---- - - - - -- ---- �°� - -- ' \ ----- - - - - -- ` - -- r ` ^ \b, \����\ NORTH y�IICHICV� (U.S. H` Y. #421) e \ `` �\ S20 °33'15 'E 196.67'- ' a - M KE(Z No. PE19300359 c `s >3 •. O STATE OF a 1111rj ION A I. ----------- XXX ----------- XXX.X A LEGEND EXISTING ELEVATION EXISTING INTERPOLATED ELEVATION NEW PAVEMENT ELEVATION (UNLESS NOTED OTHERWISE) EXISTING CONTOUR NEW CONTOUR PAVEMENT CROWN LINE PREPARED FOR: Emro Marketing Company Springfield, OH 45501 A subsidiary of Marathon Oil Company PREPARED BY: Marathon Oil Company Marketing & Transportation Engineering Dept. Findlay, OH 45840 REVISIONS I r)ATFR nsi © 1995 EMRO MARKETING COMPANY The Convenience Stores of Speedway GRADING PLAN 1996 PROPOSED REBUILD 10005 NORTH MICHIGAN (U.S. HWY. #421) HAMILTON COUNTY CARMEL, INDIANP SCALE 1" _ 20 -0° DATE FILE 7329 t- G_RFTR DAVID ZOLA 4/16/96 NO. -- CHKR C. ZACHRICH BUD. 1996 -- - - - -- DGNR YR . - -- -- RVWR NQ. 8335 -2 FILMD CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION OF EXISTING ELEVATIONS AT CRITICAL POINTS SUCH AS APPROACHES, DRAINAGE STRUCTURES, CURBING, ETC. VERIFICATION SHALL BE PERFORMED OUR ING LAYOUT STAGES AND SIGNIFICANT DISCREPANCIES SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE IMMEDIATELY. PREPARED FOR: Emro Marketing Company Springfield, OH 45501 A subsidiary of Marathon Oil Company PREPARED BY: Marathon Oil Company Marketing & Transportation Engineering Dept. Findlay, OH 45840 REVISIONS I r)ATFR nsi © 1995 EMRO MARKETING COMPANY The Convenience Stores of Speedway GRADING PLAN 1996 PROPOSED REBUILD 10005 NORTH MICHIGAN (U.S. HWY. #421) HAMILTON COUNTY CARMEL, INDIANP SCALE 1" _ 20 -0° DATE FILE 7329 t- G_RFTR DAVID ZOLA 4/16/96 NO. -- CHKR C. ZACHRICH BUD. 1996 -- - - - -- DGNR YR . - -- -- RVWR NQ. 8335 -2 FILMD