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PLOTTED: 3/25/2020 03:16 PM DAVID <br />© Jones Edmunds <br />00 <br />M <br />0 <br />r- <br />.i <br />O <br />CV <br />N <br />0 <br />6 <br />Q <br />m <br />ra- <br />2 <br />S5 <br />AIIIIIIIIIIIIIIII <br />711 N ORANGE AVE, STE A <br />MINTER PARK, FL 32789 <br />PH: 321.972.4989 <br />W E K I VA WEKIVA PRO.I. NO.18-169 <br />FL ENG BUSNEM NO.31920 <br />ENGINEERING <br />LTR. 1 DAN <br />T <br />` 2 s a T <br />5 s T <br />s T <br />T <br />�o GRAPHIC SCALE <br />ss s0 1 2 a a <br />BY <br />DRAWN D.MORRIS <br />CHECKED J.SOBCZAK <br />ion &=%&I E EME 0i <br />CERTIFICATE OF AUTHORIZATION #1841 <br />730 NE WALDO ROAD, GAINESVILLE, FLORIDA 32641 / (352) 377-5821 <br />324 S HYDE PARK AVE, SUITE 250, TAMPA, FLORIDA 33606 / (813) 258-0703 <br />Q: ��fi� �w � ■ r •� � rre�� <br />NOTES: <br />1. aDENOTES COLUMN MARK. SEE SHEET S9 FOR COLUMN SCHEDULE. <br />2. ALL PIPING UNDER PROPOSED STRUCTURE SHALL BE CONCRETE ENCASED <br />BASE <br />TO W OUTSIDE OF STRUCTURE FOOTPRINT. SEE STD DETAILS FOR <br />PLAN <br />P LAN <br />ENCASEMENT DETAIL. <br />1�4•-1•-0• <br />3. STONE COLUMNS (VIBRO REPLACEMENT) SHALL BE INSTALLED AND <br />TESTED FOR CONFORMANCE TO THE SPECIFIED PERFORMANCE CRITERIA <br />PRIOR TO CONSTRUCTION OF BASE SLAB. REFER TO STONE COLUMN <br />NOTES ON SHEET S1. <br />WASTEWATER TREATMENT FACILITY <br />ADVANCED WATER TREATMENT UPGRADE <br />CITY OF ZEPHYRHILLS, FLORIDA <br />4. THE CONTRACTOR SHALL REVIEW AND CONFIRM THE DIMENSIONAL <br />TOLERANCE REQUIREMENTS OF THE FILTER STRUCTURE WITH THE <br />EQUIPMENT MANUFACTURER. THE STRUCTURAL SHALL BE CONSTRUCTED <br />WITHIN THE ACCEPTABLE TOLERANCES. <br />5. THE CONTRACTOR SHALL COORDINATE / VERIFY ANY EMBEDS RELATED TO <br />THE EQUIPMENT WITH THE EQUIPMENT MANUFACTURER DURING SHOP <br />DRAWING REVIEW. <br />FILTERS <br />BASE SLAB PLAN <br />DAVID S. MORRIS <br />P.E. #74717 <br />v <br />ILL <br />PROJECT NO. i DATE: <br />26110-025-011MARCH 2O201 <br />Im W. 1 NG N0: <br />S2 <br />