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U j <br />STRUCTURE TABLE <br />STRUCTURE STRUCTURE DETAILS <br />D-7 <br />D-8 <br />D-9 <br />D-11 <br />013va <br />D-13 <br />P-5 INLET PER FDOT INDEX 425-021 <br />2+69.74 (11.25 L) <br />D-14 <br />RIM ELEV= 91.96 <br />INV ELEV= 83.79 (24" RCP) <br />INV ELEV= 84.73 (18" RCP) <br />INV ELEV= 83.78 (24- RCP) <br />P-5 INLET PER FDOT INDEX 425-021 <br />D-15 <br />2+69.74 (11.25 R) <br />RIM ELEV= 91.96 <br />INV ELEV= 84.84 (18" RCP) <br />4' MANHOLE PER FDOT INDEX 425-001 <br />AND 425-010 <br />1+78.78 (4.68 R) <br />D-16 <br />RIM ELEV= 95.48 <br />INV ELEV= 84.61 (24" RCP) <br />INV ELEV= 89.48 (18" RCP) <br />INV ELEV= 84.61 (24" RCP) <br />TYPE C INLET PER FDOT INDEX 425-052 <br />0+74.92 (13.41 R) <br />D-17 <br />RIM ELEV= 95.00 <br />INV ELEV= 90.01 (18" RCP) <br />P-5 INLET PER FDOT INDEX 425-021 <br />2+37.50 (11.25 R) <br />RIM ELEV= 96.13 <br />D-18 <br />INV ELEV= 84.79 (24" RCP) <br />INV ELEV= 92.00 (15" RCP) <br />INV ELEV= 85.27 (18" RCP) <br />P-5 INLET PER FDOT INDEX 425-021 <br />2+37.33 (11.25 L) <br />D-19 <br />RIM ELEV= 96.13 <br />INV ELEV= 92.11 (15" RCP) <br />4' MANHOLE PER FOOT INDEX 425-001 <br />AND 425-010 <br />D-20 <br />3+65.45 (5.00 R) <br />RIM ELEV= 97.65 <br />INV ELEV= 85.91 (18" RCP) <br />INV ELEV= 85.90 (18- RCP) <br />4' MANHOLE PER FDOT INDEX 425-001 <br />AND 425-010 <br />5+23.04 (5.00 R) <br />D-21 <br />RIM ELEV= 97.53 <br />INV ELEV= 86.67 (18" RCP) <br />INV ELEV= 86.66 (18" RCP) <br />® D-120 <br />M.E.S. PER FDOT INDEX 430-022 <br />INV ELEV- 84.35 (24" RCP) <br />M.E.S. PER FOOT INDEX 430-022 <br />D-127 <br />INV ELEV= 81.00 (24" RCP) <br />(REF. SIMONS IMPROVEMENT PLANS) <br />PIPE TABLE <br />NAME <br />SIZE LENGTH SLOPE MATERIAL <br />P-�302!73LF <br />20 <br />P-8 <br />�070%�RCP <br />A <br />P-9 <br />30" <br />22 LF <br />0.50% <br />RCP <br />P-10 <br />30" <br />241 LF <br />0.30% <br />RCP <br />P-11 <br />18" <br />132 LF <br />0.50% <br />RCP <br />P-12 <br />18" <br />22 LF <br />0.51% <br />RCP <br />P-13 <br />24" <br />65 LF <br />0.30% <br />RCP <br />P-14 <br />18" <br />23 LF <br />0.50% <br />RCP <br />P-15 <br />24" <br />275 LF <br />0.30% <br />RCP <br />P-16 <br />18" <br />105 LF <br />0.50% <br />RCP <br />P-17 <br />24" <br />58 LF <br />0.30% <br />RCP <br />P-18 <br />5" <br />23 LF <br />0 50 ' <br />RCP <br />P-19 <br />18" <br />127 LF <br />0.50% <br />RCP <br />P-20 <br />18' <br />156 LF <br />0.50% <br />RCP <br />A <br />La <br />R <br />N N <br />is <br />Coe <br />- - _ _ 0 50 100 -4co 0 cpi o <br />0 _ _&� 95 44 }i;"93 - - 9 - �� 93�2'� - - �% X w N <br />1 _ 1o3+00g8 104+g`----32�/ `•% 92 - cr- - - - SCALE ON FEET) W w=a <br />01 S o6+D - 9� 147+00 9- ��g v' - - �3- - -- O W La z N <br />g + 3 108+00 _ �� �93 i u7),- <br />g5 _ I . gk� -1 i i09+ �2 - 1 0+00 pR0 93 80 w w a <br />g'� 1 _ 92 , 11 -+00 _ POSED SIMONS- RO 4 wj'� z <br />11 00 113+ - _9 zamtrw <br />�2 -(REF TO SHEETS C28-C30)1 4+00 115+00 !n x U <br />j 9k _ <br />95 g2 ' r - = 93 - �� U o n P <br />f - - <br />1 95 93 _ 91 91 91 -__-- _ ` _ �P - ` ap cp °° w <br />----Vq r-- � 90 3 - - g�3� poJ U <br />b r -- ___ 94 Nao <br />/ 4 I 0 0 r G� r ®_ r--- 90 91-��- a V) K, <br />°'� j -�` r o � r- -.:. <br />nt <br />0 o 0 <br />838$247D-17 86 84 I 83 8O81 84 <br />FF-9 .80 -80 77i <br />cb 7978 g1 76 �a1a, 1 75' <br />P-15 FF=96.321 I FF=95.67I 90.70I <br />L - - - _j L - - -J .16I IFF=- FF=9q./80 90 <br />D-16 <br />s3 <br />S4 85 87 <br />vJ - . <br />-If do 74 � / / I 1 e I ?i -, s0 <br />// O l/ I I 15 s <br />P-17 _ , z .. 0 0 _ �ti FF=90.96 1 <br />W <br />P-18 + 9 a _ g' e�- 2 0 - ;-- _-- • -� \� \ \ // FF=P s.21 1 72 1 71 1 I 1 (0)I h <br />70 <br />04 I FF 91 3 1 I I <br />F91.5 <br />= 1 8'`�9 E Q <br />D-18 m - - - - L - - _ _ - _3 ? e?� 9 • ' 8g \ ` - _j 1 D-8 I I 1 IFF=91.66 F ss <br />_ F 91� <br />°� a �\ I -----I r-•-- P- -- P-13 93� '�_�� --e ---� `y--- � -__' g --_ L -- L___ 1 I I FF'=5 W <br />�- - - - I- 90 1 !- =3p x - so a - L-__ _ <br />� P-7 - -J J <br />I I I I 1 1 I I D-s �• \� � o �- --- ___ �C <br />- i i 17 I 18 1 �� ii I I I I I I . <br />1 �I <br />1 \, I 15 j i 16 1 I I 19 1 2 0 1 1 21 1 1 I I \\ �� \Aso 9+- ° 90 <br />P-ts ► rr , o Q I I Q I I Q I 1 1 ►► I I 1 1 22 ► I 23 I I l 10+00 z <br />I I ,`� <br />I __ <br />IFF=96.41 I IFF=95.75 .1 i FF=94.42 U <br />I�'+ I I I I O I I I I O I I O I Ir \ 1 .r-- _- o w m <br />p 07 <br />FF=95 <br />• I k I I I I I I P-12 I I FF=92.01 FF=92A 1 FF=91.45 FF=91.12 I I s1 _ -' II I I I I I I I I FF=91.081 97 <br />1 I <br />am I D-7 <br />D-12 D-13 <br />. 1 I <br />I �•\ I I I I I I II 1 FF=91.45 <br />L----� L--- L---J L---J I-----� 1 25 I► 11 I► , r-- z <br />e ° A 94 g� A� 90 <br />D-20 1 x RCap,^ s� 06 �� I 11 I I 26 11 27 11 1 1 I i I I <br />• la as 'Ai �ry °s �°' �°' / �°' �' ��' g°' 1 I t FF=91.551 I 0 1 I I 28 I I 29 11 I I o Lu <br />1 1• 88 1 ; + - L 1 I 1 1 FF=91.681 I 0 I 1 1 1 I 130 1 I o Q <br />sD - L_- 11 I I FF=91.851 IFF=91.971 I O I I Q I, 31 z <br />/ $ I I J L- I I I IFF=92.12 11 8 Q <br />o / 148 9 11 I �. go so - I I I IFF=92.271 1 FF=92.4 U= <br />- 0 <br />/ o IFF=99.85 i 0 <br />P-20 /\ / ) \ 7 a N Q <br />/Cali \` / / 1 a C9 <br />13 O g9 - -�J 11 �/ 82 8 Q & Z <br />_ / U) <br />FF=99.95 RETAININd­WALL I , \ f ' - , / 9 g Q <br />(DESIGN BY LATHERS) <br />un <br />ELEVATIONS P6R-PL9CN I \�/ 77 z Q o LLJ CD <br />r \ J a C� O <br />Am 9g. / r ®, - w W m z Z <br />12 , / =z W Q <br />o <br />D-21 00 (L W U) � <br />rn o / FF=99:95 , f <br />in <br />4 aW m ❑ <br />/ \ w Z Z w <br />\ tna ❑ o ❑ o U10,8 <br />REAR PROPERTY LINE <br />\ OQ� <br />SIDE PROPERTY LINE <br />QUO � OF s <br />~gtFs \ <br />- - SpRo F�ON <br />�o�G� y s�-°P� <br />Q <br />SIDE PROPERTY LINE s <br />NOTES: <br />1. FINISHED FLOOR ELEVATION SHALL BE A \ <br />MINIMUM OF 1' ABOVE CROWN OF ROAD. <br />2. IF A FENCE IS PLACED ON THE <br />PROPERTY LINE, THEN THE SIDE SWALE <br />SHALL BE ENTIRELY ON THE OWNER'S <br />PROPERTY. <br />LOT GRADING TYPE 'B' <br />LOT DRAINAGE BOTH TO STREET <br />AND TO REAR LOT LINE <br />N.TS. <br />REAR PI <br />SIDE PROPERTY LINE-- <br />NOTES:1. FINISHED FLOOR ELEVATION SHALL BE A <br />MINIMUM OF 1' ABOVE CROWN OF ROAD. <br />2. IF A FENCE IS PLACED ON THE <br />PROPERTY LINE, THEN THE SIDE SWALE <br />SHALL BE ENTIRELY ON THE OWNER'S <br />PROPERTY. <br />LOT GRADING TYPE W <br />LOT DRAINAGE TO STREET <br />N.TS <br />PROPERTY LINE <br />LEGEND: <br />PROPOSED STORM PIPE <br />EXISTING STORM PIPE <br />INDICATES DIRECTION OF SURFACE <br />WATER FLOW <br />RIP -RAP <br />0 <br />Am LOT GRADING TYPE <br />0 <br />Lr4N-41-21 <br />BENCHMARK <br />ELEVATIONS SHOWN HEREON ARE BASED ON N.A.V.D. OF 1988. B.M. #N <br />678, SITE TBM#1 EL= 88.95' (SEE SURVEY FOR DETAILS) <br />THE PARCEL SHOWN FOR DEVELOPMENT IS LOCATED WITHIN THE <br />FOLLOWING FLOOD ZONE(S) AS DETAILED BY FEMA FIRM (FLOOD <br />INSURANCE RATE MAP INFORMATION DESCRIBED BELOW: <br />FLOOD <br />MAP EFFECTIVE <br />ZONE <br />COMMUNITY <br />NUMBER <br />PANEL <br />SUFFIX <br />DATE <br />MAP NUMBER <br />X & AE <br />ZEPHYRHILLS, <br />120235 <br />0452 <br />F <br />SEP 26, 2014 <br />12101CO452F <br />CITY OF <br />CALL 48 HOURS <br />BEFORE YOU DIG <br />IT'S THE LAW. Know wears below. <br />DIAL 811 Call before you dlga <br />SUNSHINE STATE ONE CALL OF FLORIDA INC. <br />F- <br />z <br />w <br />J <br />U <br />� <br />z <br />z <br />O <br />to <br />0- <br />1❑11 <br />W> <br />0 <br />co <br />- <br />w <br />of <br />Er <br />U <br />� <br />Z <br />`- <br />M <br />00 <br />O N <br />c/� ��j <br />a <br />0 in <br />_O:- d <br />.z <br />- U ;w L <br />O O:J <br />H z <br />wz <br />o <br />- <br />; <br />Q O. <br />I- 0 <br />cn !c e <br />W0- <br />O <br />U o <br />Z <br />� of 0 <br />i ••. <br />= �cb <br />-i 0 <br />LL <br />0 <br />DATE <br />07/02/2018 <br />PROJECT NO. <br />1802001 <br />SHEETNUMBER <br />C12 <br />