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�---------------- TUCKER ROAD <br />9 <br />00 \\\ EXISTING <br />�+ 1 �, METAL 1 <br />BUILDING <br />PROPOSED 1NDPROOF <br />\ SHELTER <br />100'W. X 2001. X 44'H. <br />APPROX. CENTERL� <br />2 t OF SWALE <br />0 <br />\ ^ `\`\ \ 0 \ / <br />'�5.8 77. <br />7 <br />ISLA <br />EXISTING <br />PAVED AREA <br />6 \� <br />cP <br />100 <br />1/2" DRIPPER PIPE <br />1"X1"PVC <br />1" PVC <br />\ <br />EXISTING PLACE APPROXIMATELY 250 <br />HOPPER PINWHEEL JASMINE (1 GAL.) <br />TABERNAEMONTANA DI VARI CATA <br />\\' ON 2 FOOT CENTERS <br />\ C� ALONG TOP OF BERM <br />EXISTING Un \ WITH DRIPPER PIPE <br />ETAL BUILDIN EXISTING\`,\ 2\ N \ <br />GARAGE o �0 <br />Q5 \ O TEE 1" X 1" PVC <br />\`R \ O <br />11 • ��`� N �1A <br />XI STI NG <br />OBILE OFFICE �\ <br />1"XXi"XV TEE <br />1/2" DRIPPER PIPE <br />EXISTING <br />METAL BUILDINGS <br />6 <br />1j <br />OUTFALL STRUCTURRE NO. 1 <br />IN <br />SEE` DETAIL <br />THIS �HEET <br />NOTE. <br />THE PROPOSED BUILDING STRUCTURE <br />I MUST COMPLY WITH THE 2007 BUILDING <br />lot <br />jljlg-- CODE (INCL. THE 110 MPH WIND LOAD), <br />loll MUST BE COORDINATED WITH FIRE DEPARTMENT, <br />N 0 1 <br />AND MUST BE COORDINATED WITH THE UTILITIES <br />SWALE \� DEPARTMENT. <br />3" SPECIFIED MULCH \ \ \\\\�\\\ 11 lb. <br />\ \\\ I <br />2" SAUCER AROUND SHRUB ROOT MA S TO BE <br />—�� LEVEL WJSSURFACE <br />\ lb. <br />CONTAINER BALL <br />UNDISTURBED SUBSOIL <br />6" COMPACTED SUBSOIL <br />\ �� <br />EXCAVATE SHRUB WELL \\ �� \� <br />1-1/2 TIMES SIZE OF CONTAINER • 6' `\\\ <br />�d <br />6�' <br />i <br />0 32 <br />SITE DATA <br />�6 <br />SWFWMD PERMIT NUMBER: <br />TOTAL AREA: <br />STRUCTURES: <br />TOTAL IMPERVIOUS AREA: <br />TOTAL PERVIOUS AREA: <br />CALCULATED VOLUMES RETENTION POND No. 1 <br />SHRUB PLANTING DETAIL \ VOLUME TO OUTFALL STRUCTURE (INVERT 76.66) = 97099 CUBIC FEET <br />NOTE: ROOT MASS MUST BE CONTAINERIZED, BALLED OR BURLAPPED. BARE ROOTS VOLUME TO HIGHEST EFFECTIVE TOP OF BANK (ELEVATION <br />ARE NOT ACCEPTABLE. REMOVE NON -BIODEGRADABLE WRAPPINGS AND FOLD \ 77.0) = 109673 CUBIC FEET <br />BURLAP DOWN TO ENHANCE WATER ABSORPTION. AREA © ELEVATION 76.66 = 35927 S.F. <br />AREA @ ELEVATION 77.00 = 38040 S.F. <br />N <br />cp <br />EXI ING <br />MOBILE <br />\ <br />OFFICE <br />1 <br />4012453.06 <br />455,457 S.F. <br />(10.46 AC.) <br />38,602 S.F. <br />(8.48%) <br />157,294 S.F. <br />(34.54%) <br />298,163 S.F. <br />65.46% <br />1/2" DRIPPER PIPE <br />1"XX'XX" TEE <br />\ 1/2" DRIPPER PIPE <br />1" PVC <br />SCALE: 1" = 40' <br />0' 40 80 <br />OUTFALL STRUCTURE NO. 2 <br />INVERT = 76.77 <br />SEE DETAIL THIS SHEET <br />\ <br />CONNECT I" PVC TO <br />2 " SERVICE WITH <br />BACKFLOW PREVENTER <br />AND 1 " INLINE BATTERY <br />�b• \ POWERED TIMER <br />liuAm)E'["mv PLA (S) HAVE BEEN REJECTED <br />ARS AL'S <br />�Li�1lWlPt i <br />IRRIGATION BACKFLOW <br />PREVENTER WITH CONTROLLER <br />BOX <br />MPLYwTHALL <br />ALL WORK SHADE FLORIDA IB I DIFG <br />PREVAILING CO <br />CODE,NATIONAL ELECTRIC COD <br />CITY OF ZEPHYRHLLS ORDINANCESEkNm <br />REVIEW DTE IHIL <br />LS <br />CITE or..��FpH R <br />PI,AN4 ! XAtAINER. <br />.8' <br />6. 0' <br />THROAT <br />WIDTH <br />8 <br />DETAIL - STRUCTURE No. 2 <br />SCALE: 1 "=5' <br />CALCULATED VOLUMES FOR RETENTION POND No. 2 <br />VOLUME TO OUTFALL STRUCTURE = 6085 CUBIC FEET <br />VOLUME TO EFFECTIVE TOP OF BANK (ELEVATION=77.0) <br />=7407 CUBIC FEET <br />AREA © OUTFALL ELEVATION (76.77) = 5493 S.F. <br />AREA @ ELEVATION 77.0 = 6001 S.F <br />BIER <br />76.77 <br />WEST COAST DESIGN, INC <br />243 MAR STREET, ST. PETE BEACH, FL <br />Phone/Fax: 727-368-0491 <br />CIVIL/SITE DESIGN/ENGINEERING CONSULTANTS <br />CERTIFICATE OF AUTHORIZATION <br />NO. 25983 <br />REV. 01 04/28/09 <br />TITLE: SITE PLAN <br />WEST COAST DESIGN INC. <br />WHEELBLAST, INC. <br />JOB#: 09-008 <br />243 MAR STREET <br />3951 COPELAND DRIVE <br />SITE & LANDSCAPE PLAl' <br />DATE: 03/30/09 <br />ST. PETE BEACH, FL. 33706 <br />PHONE (727) 368-0491 <br />ZEPHYRHILLS, FL <br />U <br />w Do <br />Y � <br />a <br />= O <br />V)z <br />LijLd v) <br />�, w <br />w� <br />LLJ <br />U LJ <br />Z <br />z m Z <br />(� < J <br />Q Lli <br />m a- <br />o= <br />L d <br />� In Lij <br />IV <br />c i <br />