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, <br />, <br />I <br />i <br />Ld <br />� <br />j <br />! � <br />QI <br />z <br />i <br />� <br />! WI <br />z <br />0 <br />I <br />ICn <br />! w <br />_ I <br />o <br />X <br />W <br />I U <br />i <br />1 <br />X <br />W <br />o✓ <br />CL <br />I <br />I e <br />BOUNTY SANITARY MANHOLE I E <br />TOP ELF 115.71' I <br />8' P C<S) EL,!ID6.41' <br />BENCHMARK # 1 ' <br />I SET NAIL AND FLASHER IN ASPHALT -_ <br />EL� 115.29'CNAVD88) -- _ _ • ' ' _ <br />I I I NORTH 15.00'(D) NOT INCLUDED <br />FOUND 1/2' IRON ROD <br />ry <br />II o l O') <br />I W <br />! 11 C <br />z l i W I a zl O <br />a_ <br />! z 11 Cn O �I <br />Cn W X Q% y <br />X U u LI J a- <br />W I NOT INCLUDED !� <br />Q I i (.� <br />L <br />II j <br />II <br />I 11 ! ! <br />I II I I O <br />z <br />ry <br />- <br />! 11 I <br />I I I <br />! I 11 ! ! <br />I 1 II I 1 I <br />e f ff CONCRETE f ' <br />II N89 55 24 E _ _ _ _Q.-94` _ <br />II h.6r — — — — <br />��150'-8's <br />! TEL T <br />II a ! 63,-4" <br />I I II I= I N <br />SANITARY MAN OL'E If a I <br />TOI, ELF 11 615' 11 a <br />8' PVC(N EL, 103. p' <br />8 PV Y <br />C(S EL 103 - <br />i <br />fy <br />I III I ! (! I N I ' <br />I I I ; i _ N <br />I II I I I I 0 <br />I <br />,A <br />, <br />III <br />,6 <br />CV <br />_W TIN <br />METERS I <br />STACKED <br />16, <br />' t10 LIMEROCK ROAD <br />__ E <br />PROPOSE <br />T ( 63'-4' <br />N <br />N <br />I <br />N <br />00 N <br />L <br />N <br />N <br />d- <br />N <br />1 N <br />6 <br />,y <br />, <br />9/ ' 221'-4' 21' 21,_4„ 21'-4" 2 4" /22'/ <br />r- <br />II <br />Tp V) r (n 1 <br />j N Lr <br />I II <br />j II 1 I d _ EAST01 <br />2 ' <br />0 <br />• <br />All" <br />P� <br />N1 <br />F1407 <br />m g <br />• <br />L I <br />63'-4" <br />24 <br />N <br />I I <br />N � <br />d' <br />'I <br />N <br />d' <br />N <br />N <br />N 2 <br />N 63' — 4" STD KED <br />\ v <br />\ CHAIN LI FENCE <br />_J 0 <br />m W <br />(n • <br />m <br />A33'� <br />FOUND 4'x4' ONCRETE MONUMENT <br />(TOP BR N) <br />LINK FENCE <br />qe <br />20I0' <br />I <br />o I <br />10.00, DRAINAGE <br />_J AND LANDSCAPE ONE-STORY <br />2 DR I EASEMENT(P) iMASONRY BUILDING <br />rI <br />of 1 a 2 <br />al <br />I I <br />' I i Driftwooc <br />Ph <br />PHASE 1 (Plat BO( <br />.e' <br />Ao I woo Circle <br />TRACT <br />I pq Mq/� I <br />I � �- (INGRESS/EGRESS AINAGE AND <br />UTILITY EAS NT) <br />II I 1 1-4/ +•� <br />i If N +00 NOTE: <br />REFER TO THE PLANS- <br />! ERS h� p�1h FOR THE PO LAYOUT AND <br />0 S GRADES. I 1.9' <br />If R62 o c,J�0 QP�� DRAINAG POND <br />EAST _ 137.50' R62' �221 �oQ <br />10.00' DRAINAGE45 <br />AND LANDSCAPE <br />II ( nt �18 80 O EASEMENT(P) <br />I I z <br />I II <br />w o oj-.._.._ <br />At- <br />11 `O HEDGE RO..----•- <br />I GATE 1 0 <br />Q I I I _..—.._.._.._.._.._.._.. _.. _ — — ——.._.._..— — — ._ _ �.._.. —.._ _.._.._.. <br />.. _ 44 <br />_ ._.._.._ .._.. _.. .. �.. _-,T _... _ .. J. _.._.. _. _ .. <br />j of II I II TI A/C PAD A/C PAD I - - - i -�- I -I.- I AI��pAf1=%�^-.._..-.-•--- I FOUND 4'x4' CONCRETE MONUMENT <br />II I 4 WATER AS MBLY \ I I r -' I I I I I I 1 I 1 I I I <br />I W II I I ` ONE-STORY -STORY , <br />! MA IONRY BUILD I 1 I A/C PAD I A/C PAD I I ONE-STAY <br />p MASONRY BUILDING MASY BUILDING <br />II \ -• 1 1 r I I I I I ONE-STORY I I I MASONRF( BUILDING I I ! <br />ONE-STORY MASONRY _ I MAS13NRY BUILDING <br />! IfI I BUILDING <br />I If ! I ! 1 I I I I I I I I I I I ! <br />U <br />43 <br />j II i i i i i i i i i i i i <br />i 11 ! i 19 1 18 1 1 i 16 1 15 1 14 i 13 1 12 1 11 1 10 1 9 i 8 1 1 1 <br />If <br />Driftwo6d Phase IV —A L _ <br />(Plat ,$ook 32, Page 98) <br />q j L.._..----.._.._.._I._.._.._.._.._.._..L.._.._.._.._.._..1.._.._.._.._.._.._.l_.._.._.._.._.._..1.._.._.._.._.._.._l.-.._.._.._..-.._..L.._.._.._.._.._..1.._.._.._.._.._.._.l_.._.._.._........ 1.._.._.._.._.._.._l._.._.._.._.._.._..L.._.._.._........ <br />_.._i <br />i <br />i 13 i <br />q i <br />SANITARY MANHOLE If <br />TOP ELs 101.27' <br />8' PVC(N) EL, 101.23' <br />BUILDINGS WITHIN PHASE NO.1 <br />� � o <br />6 <br />I HEREBY CERTIFY: <br />THAT THE CONSTRUCTION PLANS SHOWN ARE IN COMPLIA CE <br />WITH CHAPTER 16, SECTION 1609 OF THE 2010 FLORIDA UIL G C0 <br />FOR 150 MPH ULTIMATE DESIGN WIND SPE (RISK AT RY II <br />ALONG WITH THE ENTIRE 2010 FLORIDA BUILDING COPE, RESIDE IAL <br />DO NOT SCALE DRAWINGS EGI—ENGINEERING GREAT IDEAS, LLC <br />William H. Roberts, P.E. <br />The contractor shall verify all plans and existing dimensions 1906 W. Thonotosassa Road <br />and conditions on the job site and shall immediately notify Suite 2 <br />the engineer in writing of any discrepancies before Plant City, Florida 33563 <br />proceeding with the work or be responsible for some. P.E. #42712 _ _1 <br />TEL (813) 752-7078 ATE <br />Emails: rroberts.egi®gmail.com trautwein-clem®outlook.com CA #29098 ( D WITHOUT FOR SEAL OR STAMP) / <br />0 <br />r-i <br />0 <br />0 <br />q <br />h <br />MNIEMEMM■■ <br />■■ <br />.■■ <br />,ME <br />_ <br />' • <br />__ <br />_ <br />_ <br />_ <br />- <br />- <br />_ <br />■■ <br />■■ <br />■■ <br />■■ <br />■■ <br />■■ <br />■■ <br />■■ <br />■■ <br />■■ <br />■■ <br />■■ <br />■■ <br />■■ <br />■■ <br />■■ <br />■■ <br />■■ <br />■■' <br />■■ <br />■■ <br />■■ <br />■■ <br />■■ <br />■■ <br />■■ <br />■■'! <br />■■ <br />■■ <br />■■ <br />■■ <br />■■ <br />■■ <br />■■ <br />■■ <br />■■ <br />■■ <br />■■ <br />■■ <br />■■ <br />■■ <br />■■ <br />■■ <br />■■■■■■■■■ <br />■■.■..■■■ <br />■r <br />-I■ <br />■ <br />1 <br />I� <br />I <br />■I <br />'■ <br />■I <br />I■ <br />■ <br />�■ <br />■ <br />1■ <br />�■ <br />■� <br />■■■■■■■■■ <br />1 <br />DMWN <br />CLEM TRAUTWEIN <br />SCALE: <br />1/4„" = 1'-0„ <br />CIMM do APPROVED <br />CET 4-20-15 <br />C14574A <br />SHEET 3 <br />OF 16 <br />