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z <br />0 <br />N <br />0 <br />0 <br />a <br />CC <br />C <br />0 <br />CL- <br />3 <br />0 <br />U) <br />c <br />0 <br />c <br />0 <br />0 <br />i <br />Ln <br />0 <br />0 <br />N <br />Q) <br />0 <br />L <br />S <br />0 <br />EXIST. GORMAN RUPP 8 "x8 " <br />PUMP AND ELECTRIC MOTOR <br />(USE -IN -PLACE) <br />PROPOSED TOP WETWELL <br />EL.=84.50 <br />0 <br />D <br />TOP EXIST. WETWELL "B'� <br />EL.=83.4 (APPROX.) <br />BOTTOM EXIST. WETWELL "B" <br />EL.=78.3 (APPROX.) <br />�I <br />2 <br />INVERT EL.=76.50 <br />PROP. 12" RIP -RAP <br />EROSION PROTECTION <br />BLANKET <br />A ZN <br />D D <br />me <br />FLOW DIRECTION <br />ARROW (TYP.) <br />WETWELL "B Lt, <br />I <br />D � D � D 111— I IIIII—I I I <br />D 1II 1II 1IMI <br />• o• I=1 � I —I � I=1 I I I <br />D I�1=I�1� ill <br />0 <br />D � <br />D o <br />D <br />FIO" 12" <br />SECTION B-B <br />1 "=2' <br />3 /4 " FIBER EXPANSION <br />JOINT MATERIAL <br />CONC. SLOPE PAVING (TYP.) <br />SEE CONSTRUCTION D D D D <br />DETAILS SHEET 9 of 10 0. <br />a_ <br />U <br /><c <br />0 <br />00 <br />v <br />INVERT <br />EL.=76.00 <br />PROP. 9'-0" HT. OUTER WALL <br />AT SW SIDE WETWELL "A„ 3'-8" 10" <br />NOTE: CONTRACTOR SHALL REMOVE <br />THE EXISTING ACCUMULATED MUD <br />INSIDE WETWELL "A" AND CLEAN <br />OUT THE INSIDE OF THE STRUCTURE- <br />4,± <br />t 1 J <br />SEE SHEET NO 10 OF 10 FOR <br />STEEL REINFORCING DETAILS <br />RELOCATED PIPING AND VALVES <br />SHOWN IN GRAY TONE (TYP.) <br />i� <br />5' -0" <br />-SEE SHEET NO 10 OF 10 FOR <br />STEEL REINFORCING DETAILS <br />WETWELL "A" <br />TWO-PIECE GRATE TO COVER <br />3'x4' OPENING FOR WETWELL ACCESS - <br />REINFORCED OPENING - <br />FOR RISER PIPE <br />REMOVE EXIST. STEEL - <br />GRATE AND DISPOSE <br />FLOW DIRECTION ARROW (TTYP.) <br />4,_O„± <br />2 <br />­ T71 <br />II I <br />I <br />I <br />1 <br />O 11 <br />WETWELL <br />"B " 1 1 3/4 " F I BE EXPANSION <br />I JOINT MATERIAL <br />-- --- —� REINFORCED <br />BUT OUT IN - <br />REMOVE EXIST I I I IGRATE FOR <br />DAMAGED CONCRETE MATERIAL II I II (PIPE RISER <br />I <br />L----------- I _ —_— <br />WETWELL "B " I I I I F I 1 <br />EXIST. SLOT OPENING <br />PROPOSED 24 " RCP <br />WETWELL EQUALIZER \ I 1 1 <br />PIPE INVERT @ EL.=79.0 <br />\\ I I <br />I I I <br />PROP. SPOOL <br />PIECE PIPE <br />EXTENSION <br />(5'-3„+) <br />3'-0" <br />8' <br />;o 0 <br />IN <br />D I � <br />• I I N <br />'D I <br />D , <br />D D I l 0 <br />EXIST. GORMAN RUPP 8 "x8 " I I I <br />PUMP AND ELECTRIC MOTOR I I I <br />(USE -IN -PLACE) 1 I <br />1 1 <br />ALUMINUM GRATE SEE <br />DETAIL SHEET 9 OF 101 I �- <br />I ( <br />T <br />13/4" FIBER EXPANSION I <br />(JOINT MATERIAL <br />-I I <br />CONCRETE SLOPE PAVING <br />- I <br />i <br />PROP. SPOOL PIECE PIPE <br />I EXTENSION (5'-3"±) <br />I <br />PROP TOP. WETWELL "A" � <br />I , AND FINISHED GRADE <br />I 1 EL.=84.50 - <br />_ EXIST. TOP. WETWELL_-='B--- <br />EXIST. GRADE <br />•I �I <br />1� <br />i I EXIST. TOP WETWELL "A " <br />EL. =81 .33 <br />PROP. BOTTOM Of FOOTING <br />L- <br />1 0" 1' 1 0" i I EL. =79, 50 <br />EXIST. DISCHARGE PIPE <br />TO ZEPHYRHILLS LAKE, <br />USE -IN -PLACE <br />I <br />j PROP. 5'-O" HT. OUTER WALL (3 SIDES) <br />j (SOUTH, EAST, AND NORTH SIDES) WETWELL "A" <br />COMPACTED SELECT NATIVE MATERIAL, TO BE USED IN TOP 24" OF STRUCTUR <br />UNDERNEATH FOOTINGS, AND SHALL BE COMPACTED TO 98% STANDARD PROCTOR <br />EXIST. BOTTOM WETWELL "A" <br />EL.=75.20± FDOT STANDARD CONC. <br />MITERED END SECTION <br />(MES) PER FDOT INDEX NO.272 <br />SEXIST. HYDROMATIC <br />40H PUMP (USE -IN -PLACE) <br />EXIST. 1 6 "Vx36 "H OPENING <br />INV. EL.=76.66 <br />SECTION A -A <br />1 "=2' <br />III <br />0 1 2 4 <br />THE IL <br />LPA <br />DISCHARGE PIPE TO GROUP = _ <br />ZEPHYRHILLS LAKE TRANSPORTATION CONSULTANTS <br />4503 WOODLAND CORPORATE BIVD. <br />----------------� SUITE 400, TAMPA, FLORIDA 33614 <br />(813) 889-3892 <br />1 CORPORATE LICENSE NUMBER 00004307 <br />REMOVE EXIST. <br />STEEL GRATE 1 Designer: Checked by: <br />AND DISPOSE I JMA/RSI RSI/NKJ <br />Technician: Project Number: <br />JMA FTU2950053 <br />INotes: <br />3'-0" 3/4" FIBER <br />EXPANSIONi <br />JOINT <br />WET WE L L A MATERIAL I 1 0. 1 <br />1 <br />1 REVISIONS <br />I I I No. Description Date By <br />II <br />3'x5' OPENING FOR I <br />WETWELL ACCESS 1 <br />EXIST•36" I <br />I WETWELL "A" <br />KE OPENING 1 <br />— — — — 1 Project Name: <br />—PROPOSED 48 " STORMWATER POND <br />INTAKE PIPE <br />IMPROVEMENTS <br />PLAN VIEW_ <br />1 „=29 <br />awing Name: <br />PUMP STATION <br />DETAILS <br />r�vq -.� <br />•'•. ORIDh.•'• <br />tom_•...••' <br />Know what's below. <br />Call before you dig. <br />ENGINEER OF RECORD <br />Robert S. Ivy, P.E. #50484 <br />Date: SHEET NUMBER: <br />APRIL 2010 8 OF 10 <br />Scale: Drawing Number: <br />AS SHOWN 8 <br />— -- <br />