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C <br />0 <br />y <br />z <br />0 30' -0' M -00 z <br />I <br />I I <br />I <br />PIPE BRIDGE (BY OTHERS) <br />HOLD FOR COORDINATION COLUMN LINES OF <br />I � I PIPE BRIDGE (BY I <br />OTHERS) <br />P <br />- <br />I <br />A <br />STAINLESS STEEL TRENCH DRAIN <br />WITH FIBERGLASS GRATING SAWCUT AND REMOVE <br />0 2 -16 CONT. EXISTING 9" THICK <br />c, o CONCRETE PAVEMENT AS <br />REQUIRED TO NEW <br />RE <br />FOUNDATION. ( PLACE NEW <br />16010' EW CONCRETE TO SLOPE AWAY <br />FROM NEW STRUCTURE <br />.•r a . .�, .�.,, , is •• <br />• .! - ,: s <br />'i. • •ti's. .a• a <br />COMPACTED STRUCTURAL FILL <br />OVER UNDISTURBED OR <br />COMPACTED EXISTING SUBGRADE <br />SECTION 2 <br />SCALE: 112' = 1' -0' - <br />1' -0' I R' <br />(8) 16 VERTICAL <br />14 TIES 0 12' <br />OC, 202' TOP <br />(4) AB -1 <br />DETAIL <br />SCALE: 314" = 1' -0" <br />JOINT SEALANT — <br />(8) 16 VERTICAL <br />Y2 COMPRESSIBLE <br />: JOINT FILLER --� <br />X <br />z <br />I <br />I <br />I <br />I <br />i Please be advised this review of plans submitted is a <br />cursory review to assist the contractor in compliance with <br />applicable fire safety codes. This review is not intended <br />to be a final approval of the submitted plans. It is the <br />contractor's sole responsibility to ensure that the plans 6€roh <br />complete compliance with all appli,1 able NFPA codes anT <br />local ordinances. In the event that further examination or <br />site inspection reveals areas of nor,- complance, it shall be <br />the contractor's sole responsibility, at their sole expense to <br />bring those areas in compliance. The City assumes no <br />responsibility for the contractor's failure to be in compliance <br />with all applicable NFPA Codes and local ordinances. <br />9UBh1r1 - 1E1) PLANES) V BEEN AIVIEWE6 <br />13Y ZEPHYRIIIL•LS `I' RSHA ICE 7.55 Date: _ <br />REV. I REVISION DESCRIPTION <br />8 <br />DRN. I REV. DAIS i REV. <br />7 <br />TANK <br />I <br />FOUNDATION PLAN <br />SCALE 1' -0' <br />8.40 <br />q TANK <br />REVISION DESCRIPTION <br />6 <br />0 <br />B <br />A <br />DRN. REV. DATE REV. <br />TANK <br />I <br />ISSUED FOR CONSTRUCTION <br />ISSUED FOR BID <br />ISSUED FOR CLIENT RE%AgW <br />REVISION DESCRIPTION <br />1 <br />CI1°Y OF DA,e � —�� <br />PLANs <br />9.25 <br />ALL WORK SHALL COMPLY WITHALL <br />'REEVAILING CODES, FLORID <br />CODE, NATIONAL EL EC A BUILDING <br />CITY OF ZEPIiYRHILLS ORDINANCES <br />A. <br />* No. 62181 .t* <br />� i l° _ <br />��. V, STATE OF - <br />i 1 . .. ... j _ . fir <br />PDR 01 /20/11 ,�� 41 Hutchins Drive I Portland, Maim 04102 <br />800.42IL4262 I www.woodwdcurran.com <br />PDR 12/24/10 0` COMITMENT a INTEGRITY DRIVE RESULTS <br />PDR 12/13/10 &CURRAN <br />DRN. REV. DATE MA " PDR I x" tiRm <br />CONTROL W. <br />4 1 <br />14 17ES 0 12' <br />OC, 2 02' TOP <br />(2) AB -2 <br />NOTE: COORDINATE ORIENTATION <br />OF ANCHOR BOLTS MIN PLAN <br />DETAIL / <br />C <br />SCALE 3/4' = 1' -0" <br />DETAIL <br />SCALE: 3/4' = 1' -0' <br />14012" T &B <br />(3) 14 T &B <br />16 VERTICAL <br />TIES 0 12' <br />202' TOP <br />AB -1 <br />DETAIL rB <br />SCALE: 314' = 1' -0' - <br />14 CONTINUOUS <br />14 010' Oc PB 1 <br />8" S' <br />P8A — — — <br />■ a 3 <br />o � <br />N • I • <br />o I <br />tp s <br />DETAIL rE <br />SCALE: 3/4' = 1' -0' - <br />(6) 16 VERTICAL <br />14 TIES @ 12' <br />OC, 2®2" TOP <br />(4) AB -1 <br />01 <br />C <br />It <br />'— COMPACTED STRUCTURAL FILL <br />OVER UNDISTURBED OR <br />COMPACTED EXISTING SUBGRADE <br />SECTION 3 <br />SCALE: 314' = 1' -0" - <br />NUT AND WASHER % "0 HILTI HIT HY -150 <br />% "0 HILIT HIT HY - 150 <br />n <br />ADHESIVE ANCHOR (OR <br />EQUAL) <br />4 , <br />d <br />— <br />ADHESIVE ANCHOR (OR <br />4 a <br />a <br />EQUAL) <br />3 /4 "0 ANCHOR ROD o <br />' . <br />` ' . <br />• . <br />9 <br />N <br />ANCHOR BOLT —TYPE AB -3 <br />a <br />HEAVY HEX NUT, <br />TACK WELD TO ROD <br />" _ • <br />SCALE: 1 1 -0 <br />^ <br />H <br />MOHLIN &COMPA <br />ANCHOR BOLT -TYPE AB- i ANCHOR BOLT -TYPE AB -2 <br />146 Main Street, Suite 300 <br />SCALE: 1" = 1' - SCALE 1' = V -0" <br />Saco, Maine 04072 <br />(207) 283 -9151 <br />2010- 2491 -C -100 10 -249.1 <br />NWNA— ZEPHYRHILLS FLORIDA PLANT <br />PROCESS SYSTEMS <br />4330 20th STREET <br />EQUIPMENT LAYOUT AREA #11A <br />ZEPHYRHILLS, FL 33542 <br />FOUNDATION PLAN <br />?MT ucwca <br />Tho Infwmotton omtalnsd on this dosx+ment is the soli property of NWA <br />and may not be oopTed or dlsdosed to ottem unless wthalzed Dy NMMA. <br />SIZE <br />SHEET NO.: <br />REV. NO. <br />CORPORATE ENG�NG OFFICE <br />1322 CRESTSIDE DRIVE SUITE 100 <br />COPPELL, TpAS 75MS <br />DATE: <br />12/6/10 <br />D.11 <br />S. LOLLING <br />sCALE AS NOTED <br />D <br />W 23-C-100 <br />0 <br />3 <br />1 2 <br />1 <br />1 <br />.+ vwru nvw ..nwvvnn� . i <br />OVER UNDISTURBED OR <br />SECTION , COMPACTED EXISTING SUBGRADE <br />SCALE: 1/4" = 1' -0' - <br />