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A I B <br />C , D , E <br />F , G <br />1 <br />2 <br />z <br />O z <br />afw <br />OW <br />w� <br />0 Q <br />d= <br />w cn <br />_W <br />�- m 3 <br />W <br />ow <br />(nM <br />z <br />0Y) <br />65a- <br />z a. <br />W ce <br />�w <br />0 <br />zz <br />O = <br />a ? _ <br />z0 <br />—z <br />�Q <br />00 <br />ww <br />J U <br />0D <br />_ 0 <br />W <br />za 4 <br />ww <br />m <br />Lu <br />oZ <br />LLLLJ <br />wz <br />J O <br />¢ U <br />�— W _ <br />02 <br />cn 0 <br />W cn <br />coY <br />OOP <br />0 <br />LUw <br />z� <br />w0 <br />co <br />w <br />5 <br />W _ <br />�Q <br />of <br />0 ~ <br />w= <br />00 <br />z=_ <br />I— <br />z� <br />—0 <br />o ¢ <br />Z Y <br />cQ <br />W <br />� J <br />00 <br />wU) <br />0 of <br />w w <br />a <br />Z <br />0 <br />Zo 6 <br />LL W <br />w� <br />0 <br />QQ <br />OUJ <br />J <br />Y Q <br />U = <br />cn <br />W <br />W - <br />m= <br />U <br />0 � <br />w cn <br />or-0 <br />aZ <br />wQ <br />ix <br />aw <br />Lu <br />vaf 7 <br />j 0_ ui <br />cn <br />w <br />0 <br />ZZ <br />Z <br />w cn <br />Ix <br />Z <br />_ w <br />Z W <br />Q = <br />SQO <br />I z <br />¢ 0 <br />CLO <br />Z� <br />z 8 <br />- = :3 <br />o F <br />U � <br />0 0 <br />O_ <br />W~ <br />J U <br />w_ <br />Wo <br />_0 - <br />o� <br />W <br />zcn <br />¢:3 <br />w <br />a <br />Q H <br />Z -5 <br />�O <br />CL 9 <br />oIx <br />W <br />�o <br />10 <br />Pd ° d <br />d' O <br />�� p d, d / <br />/ � - A d, ° ° G- <br />d <br />• P •O - <br />1 °• .. d : I <br />95 <br />El <br />:1 <br />7r, <br />7C <br />ICE <br />r60 <br />°.a ° sQ a d'• ..s �� <br />e' <br />P e ° A• ° °. 3�� <br />1 \/--- R� ` D SD SD SD SD — <br />STORM DRAIN PLAN <br />0 20' 40' <br />SCALE: 1" = 20' <br />95 <br />•' <br />Y <br />.13 <br />:1 <br />75 <br />0+00 0+50 1+00 1+50 2+00 2+50 <br />1 <br />ISSUED FOR CONSTRUCTION <br />07/15/22 <br />TJS <br />ACS <br />GEL <br />JPRH <br />AJD <br />0 <br />ISSUED FOR PERMIT <br />06/24/22 <br />TJS <br />ACS <br />GEL <br />JPRH <br />AJD <br />REV <br />REVISION DESCRIPTION <br />DATE <br />DRWN <br />DSGN <br />CHKD <br />QC <br />APPD <br />STORM DRAIN PROFILE <br />SCALE: 1" = 20' <br />REF. DWG. NO I REFERENCE DRAWING TITLE ' <br />4 <br />i <br />rol <br />0 20 40 <br />HORIZONTAL (ft) <br />E <br />O <br />%0 67114 <br />STATE OF `� or�0,. ��� <br />1l�tliitlt <br />V.if r❑ ❑ MERRICW <br />000 <br />WHITING-TIVARNER <br />MERRICK PROJECT NO.: 3021600491 <br />CLIENT PROJECT NO.: SCALE: AS NOTED <br />GENERAL NOTES: <br />1. REFER TO SHEET 6004-CN-00-001 & 6004-CN-00-002 FOR GENERAL NOTES, LEGENDS <br />AND ABBREVIATIONS. <br />2. EXISTING UTILITY LINEWORK IS APPROXIMATE. REFER TO REFERENCED DATA NOTE 2 <br />ON SHEET 6004-CN-00-001. CONTRACTOR TO FIELD VERIFY ALL LOCATIONS OF <br />EXISTING UTILITIES PRIOR TO CONSTRUCTION. <br />3, REFERENCES TO LEGACY INFORMATION AND ELEVATIONS HAVE BEEN CONVERTED TO <br />NAVD88 ELEVATIONS TO ALIGN WITH THIS PROJECT'S COORDINATE SYSTEM. <br />KEYNOTES Q <br />1. TYPE E STORM DRAIN DROP INLET - SEE SHEET 6004-CD-00-003, DETAIL F5 <br />2. STORM DRAIN FLARED END SECTION <br />3. 217 LF -18" RCP @ 0.25% <br />4. EXISTING STORM OUTLET SUMP AREA <br />TITLE: <br />BLUE TRITON ZEPHYRHILLS <br />CIVIL <br />STORM DRAIN PLAN AND PROFILE <br />REVISION: DRAWING NO.: SHEET NO.: <br />1 6004-CG-00-003 1 OF 1 <br />A I B I C I D I E I F I G I H I I I J <br />