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N W O M O W o b U � � N 0_ 2 . a O m d o_ m Y a (4 y O t1 o o s 0 N m > ad ci a C-4 - - - -- - -- -- - a c-p S 90 I so ��� / _ _ D-137 RIP -RAP OL I � - "I-,'/x :ps 1 L _ P-3 - - - - - - TYP / MAIL KIOSK CS-1 _ ( ) (SEE PARKING D 147 _ as 82 -�D-1 A © D-33 DETAIL THIS SHEET) I , P-4 `b I _ 88 87 86 - - - - II \ REfAININ WALL g I B O - 90 82 P-31 ELE I TIONS PER PLGN BY AN \ J 71 r I P-1 9 ss70 I O 1 �� p IRS 120 - - 90 _ 83 ��"_ F=91.51 I 9 I IFF=91.66� FF=91.$ 9e 68 , o I I O I i I I I 1.�0 _ - 9? 87 I 1 g 11 I I 1 IRS � �__ sa. 8 - --'--_--------- __--/� L I FF=91.81 1 >>367 O I Q I i I I i I I `�� , so $ }so _ , r - - -� - 2x 9 s70/ / Z -- J D-s 1 66 I I Q I I I i I -_, -- ---I "9 I- I ( 1� ► l 0 I I I I ► I�� 8 ���_-� o ' I o -y_ P-6 1 o I , IFF=91.98'1 = 11 I 3a64 ► 0 I I I 1 L 11 Los i 8 L I i I S \ �\ W D-4 IFF 91.751 I=91.4� I I �� 6 3 I ^� I I g I I 11 I I I I 891 / Q L_ I I ( FF=91.221 I 8862 1 Q P s+Do ( s, - L_ I r I 1 I FF=90.98 I I I �� 61 1 I O I I 11 g 11 O i i 11 0 V I 5 3 // as eo a� e L -+ so �- _- I I 1 1 I I FF=90.7q i I 18�60 1 .0�59 j I. � I I O I I 5 6 ► 55 1 �� 54 i �� I / ' a 8 U) h L _j � J I I FF=90.71 11 58 I 57 1 'o I I i W I I I I FF=90.9 I I e S3 i I I / 0 90 __ t 9 I I I IFF=91.25 D-32 _-' -� L I I 1 i FF=91.111 I FF=91.35 I I FF=91.401 IFF=91.25.1 jFF=91.09 J P-2s I P-26 I = 1.40 I I 1 P-27 I i FF 9 I � + _ so . - r W D-29 L L / so 1 I � I I j I ! ,1 '-' - -; r s, -_ ��' - _ _ � _so - es _��1 -.. , • . , ,. +00A 8 29I 30 -_ >1 s LIIF_F=-O92-.2-�1I L1IF-F_= -39-21-.4-1'1 1 I L1Ij _ 93T 2-iIj_- -Q-J ; I ►_s�- -- t I 1i I 1--_ J11 I I► 1j _ II jLI�_� -__�I I►_u--27- -11L _r -_-�I 1 LI I II _ - -a � °` I` ' FF=s90 1-.6 q-I FF=91.81 I1 -- I I II am I 1so -J -I I�-_- � � _ - , _ - l ___ FP-2725 674A 1•9711 1 O I FF-92.12emuI RIP -RAP / - Uz�zoZ. 71 35 D-31 IFF=.35;IFF=92.351 �1 1I 36 I I i FF=O.35FF=92.11I 1 O 1 37I I38 51 I 52 I 7Lu J FF=91.86 C!m 39 501 1 O io L1 40 48 1 1 ,s LL L FF=91.61 I FF=91.36141 I 1 42 I I 46 1q7I I 0I FF=91.121 O I FF=91.353 44 I q5 FFU I I _910FF=91.051 3 1 1FF=91.161 4Q71 >FF=91.36 FF=91.2 I I 1 U) 91M =iIi I J cl 77 IFF-.1\ L Q a► 1 FF=91.72NFF=91.85 FF=91.85 Q p CD i 82 83 86 S7 8 Q y Z / 74 75 76 77 78 79 8 0 5 86 87 82 83 $4 I h \' l / W 0 74 I/ FP-217 7879 so B1 \ \ I �, / \ L r \ / / a O ci > a C7 z 1 U to W W o Z _ i �4 1 27. O Z W ya.I•- - ^(10 W z Y � O _ � U WB WIX SB REAR PROPERTY LINEaO aD 66 W O O N C) SIDE PROPERTY LINE fgpRO �`�` 4R oe _ el MAIL KIOSK PARKING DETAIL SIDE PROPERTY UNE �► 4��'�`��_ H A W 1. NOTES:FINISHED FLOOR ELEVATION SHALL BE A MINIMUM OF 1' ABOVE CROWN OF ROAD. _ 2. IF A FENCE IS PLACED ON THE PROPERTY LINE, THEN THE SIDE SWALE SHALL BE ENTIRELY ON THE OWNER'S PROPERTY. LOT GRADING TYPE'A' LOT DRAINAGE TO STREET N.T-1 REAR PROPERTY LINE C�oQE SIDE PROPERTY PLO � OF ~ �S �oQ � OF Sw S<�F �0 SIDE PROPERTY LINE NOTES: 1. FINISHED FLOOR ELEVATION SHALL BE A \ MINIMUM OF 1' ABOVE CROWN OF ROAD. 2. IF A FENCE IS PLACED ON THE PROPERTY LINE , THEN THE SIDE SWALE SHALL BE ENTIRELY ON THE OWNER'S PROPERTY. LOT GRADING TYPE'B' LOT DRAINAGE BOTH TO STREET AND TO REAR LOT UNE NT-' STRUCTURE STRUCTURE DETAILS STRUCTURE STRUCTURE DETAILS HEADWALL PER FDOT INDEX 430-030 P-6 INLET PER FDOT INDEX 425-021 M.E.S. PER FDOT INDEX 430-021 D-1 0+96.12 (81.78 R) 14+48.58 (11.25 L) D-127 INV ELEV= 81.00 (24" RCP) INV ELEV= 77.01 (36" RCP) D-28 R�,IM (REF. SIMONS IMPROVEMENT PLANS) ELEV= 85.81 (15" RCP) M.E.S. PER FDOT INDEX 430-021 INV ELEV= 85.08 (15" RCP) > D-2 0+8B.39 (91.90 L) M.E.S. PER FDOT INDEX 430-021 INV ELEV= 81.00' 4' MANHOLE PER FDOT INDEX 425-001 D-137 INV ELEV= 81.00 (24" RCP) 17D425-010 (REF. SIMONS IMPROVEMENT PLANS) > 5' MANHOLE PER FDOT INDEX 425-001 D-29 17+05 66 (5.00 L) ' AND 425-010 (191.3 L) 0IM RIM ELEV= 89.71 INV ELEV= 83.80 (18" RCP) MANHOLE PER (DOT 425-001 > D-3 ELEV= RIM ELEV= 91.39 INV ELEV= 83.75 (18" RCP) D-142 RCP) INV ELEV= 80.50 (30' RCP) IN INV ELEV= 78.26 (36" RCP) (REF. SIMONS IMPROVEMENT PLANS) ' INV ELEV= .26 (36RCP) 5' MANHOLE PER FDOT INDEX 425-001 PIPE TABLE > 80 INV ELEV= .56 (36"' RCP) AND 425-010 19+31.48 (5.00 L) ' P-6 INLET PER FDOT INDEX 425-021 D-30 RIM ELEV= 89.00 NAME SIZE LENGTH SLOPE MATERIAL 8 (13.25 L) INV ELEV= 82.62 (18 RCP) INV ELEV= 81.62 (30" RCP) P-1 36' 63 LF 0.40% RCP RIM ELEV= RIM ELEV= 89. INV ELEV= 85.10 (18" RCP) INV ELEV= 82.80 (15- RCP) P-2 36" 111 LF 0.40% RCP ' P-6 INLET PER FDOT INDEX 425-021 P-6 INLET PER FDOT INDEX 425-021 19+89.99 (11.25 R) P-3 36" 124 LF 0.40% RCP 2+11.58 (13.25 R) D-31 RIM ELEV= 88.84 P-4 18" 26 LF 0.50% RCP D-5 RIM ELEV= 89.84 INV ELEV= 83.09 (15- RCP) > INV ELEV 84.97 (18- RCP) INV ELEV= 83.09 (15" RCP) P-5 36' 61 LF 0.40% RCP INV ELEV= 78.76 (36' RCP) > INV ELEV= 78.76 (36" RCP) P-6 36' 237 LF 0.40% RCP P-6 INLET PER FDOT INDEX 425-021 4' MANHOLE PER FDOT INDEX 425-001 D-32 20+84.00 (46.25 L) P-25 15" 22 LF 0.50% RCP AND 425-010 RIM ELEV= 88.24 D-6 10+83.29 (5.29 R) INV ELEV= 83.33 (15" RCP) P-26 18' 255 LF 0.50% RCP > > RIM ELEV= 90.35 INV` ELEV= 79.00 (36" RCP) M.E.S. PER FDOT INDEX 430-021 P-27 18" 226 LF 0,50% RCP INV ELEV= 79.00 (36- RCP) D-33 19+88.93 (171.51 L) P-28 15' 61 LF 0.48% RCP INV ELEV= 80.90 (30- RCP) P-6 INLET PER FDOT INDEX 425-021 P-29 15" 48 LF 0.50% RCP D-27 14+48.58 (11.25 R) D-34 M.E.S. PER FOOT INDEX 430-021 P-30 30" 164 LF 0.44% RCP RIM ELEV= 88.81 INV ELEV- 69.00 (36- RCP) INV ELEV= 85.29 (15" RCP) P,31 _36" w 179 LF_ 0.44%_ RCP 0 LEGEND: PROPOSED STORM PIPE EXISTING STORM PIPE INDICATES DIRECTION OF SURFACE WATER FLOW RIP -RAP 0 0 0 Am LOT GRADING TYPE BENCHMARK ELEVATIONS SHOWN HEREON ARE BASED ON NAV.D. OF 1988, B.M. #N 678, SITE TBM#1 EL.= 88.95' (SEE SURVEY FOR DETAILS) THE PARCEL SHOWN FOR DEVELOPMENT IS LOCATED WITHIN THE FOLLOWING FLOOD ZONE(S) AS DETAILED BY FEMA FIRM (FLOOD INSURANCE RATE MAP) INFORMATION DESCRIBED BELOW: FLOOD MAP EFFECTIVE ZONE COMMUNITY NUMBER PANEL SUFFIX DATE MAP NUMBER rX & AE ZEPHYRHILLS, 120235 0452 1 F SEP 26, 2014 12101CO452F CITY OF CALL 48 HOURS BEFORE YOU DIG IT'S THE LAW. Know what's below. DIAL 811 Call before you dig. SUNSHINE STATE ONE CALL OF FLORIDA, INC. - i 51 z O U W U U z O_ z a a O z •- N M OD X1111 1/// r W O N Z 'IT p1V M LL 0 _ +'co cQ -U,w si s Q Viz® wz Z W z Q 0• Cl) 4(<` Ira O U o 00 DATE 07/02/2018 PROJECT NO. 1802001 SHEET NUMBER C13 U j STRUCTURE TABLE STRUCTURE STRUCTURE DETAILS D-7 D-8 D-9 D-11 013va D-13 P-5 INLET PER FDOT INDEX 425-021 2+69.74 (11.25 L) D-14 RIM ELEV= 91.96 INV ELEV= 83.79 (24" RCP) INV ELEV= 84.73 (18" RCP) INV ELEV= 83.78 (24- RCP) P-5 INLET PER FDOT INDEX 425-021 D-15 2+69.74 (11.25 R) RIM ELEV= 91.96 INV ELEV= 84.84 (18" RCP) 4' MANHOLE PER FDOT INDEX 425-001 AND 425-010 1+78.78 (4.68 R) D-16 RIM ELEV= 95.48 INV ELEV= 84.61 (24" RCP) INV ELEV= 89.48 (18" RCP) INV ELEV= 84.61 (24" RCP) TYPE C INLET PER FDOT INDEX 425-052 0+74.92 (13.41 R) D-17 RIM ELEV= 95.00 INV ELEV= 90.01 (18" RCP) P-5 INLET PER FDOT INDEX 425-021 2+37.50 (11.25 R) RIM ELEV= 96.13 D-18 INV ELEV= 84.79 (24" RCP) INV ELEV= 92.00 (15" RCP) INV ELEV= 85.27 (18" RCP) P-5 INLET PER FDOT INDEX 425-021 2+37.33 (11.25 L) D-19 RIM ELEV= 96.13 INV ELEV= 92.11 (15" RCP) 4' MANHOLE PER FOOT INDEX 425-001 AND 425-010 D-20 3+65.45 (5.00 R) RIM ELEV= 97.65 INV ELEV= 85.91 (18" RCP) INV ELEV= 85.90 (18- RCP) 4' MANHOLE PER FDOT INDEX 425-001 AND 425-010 5+23.04 (5.00 R) D-21 RIM ELEV= 97.53 INV ELEV= 86.67 (18" RCP) INV ELEV= 86.66 (18" RCP) ® D-120 M.E.S. PER FDOT INDEX 430-022 INV ELEV- 84.35 (24" RCP) M.E.S. PER FOOT INDEX 430-022 D-127 INV ELEV= 81.00 (24" RCP) (REF. SIMONS IMPROVEMENT PLANS) PIPE TABLE NAME SIZE LENGTH SLOPE MATERIAL P-�302!73LF 20 P-8 �070%�RCP A P-9 30" 22 LF 0.50% RCP P-10 30" 241 LF 0.30% RCP P-11 18" 132 LF 0.50% RCP P-12 18" 22 LF 0.51% RCP P-13 24" 65 LF 0.30% RCP P-14 18" 23 LF 0.50% RCP P-15 24" 275 LF 0.30% RCP P-16 18" 105 LF 0.50% RCP P-17 24" 58 LF 0.30% RCP P-18 5" 23 LF 0 50 ' RCP P-19 18" 127 LF 0.50% RCP P-20 18' 156 LF 0.50% RCP A La R N N is Coe - - _ _ 0 50 100 -4co 0 cpi o 0 _ _&� 95 44 }i;"93 - - 9 - �� 93�2'� - - �% X w N 1 _ 1o3+00g8 104+g`----32�/ `•% 92 - cr- - - - SCALE ON FEET) W w=a 01 S o6+D - 9� 147+00 9- ��g v' - - �3- - -- O W La z N g + 3 108+00 _ �� �93 i u7),- g5 _ I . gk� -1 i i09+ �2 - 1 0+00 pR0 93 80 w w a g'� 1 _ 92 , 11 -+00 _ POSED SIMONS- RO 4 wj'� z 11 00 113+ - _9 zamtrw �2 -(REF TO SHEETS C28-C30)1 4+00 115+00 !n x U j 9k _ 95 g2 ' r - = 93 - �� U o n P f - - 1 95 93 _ 91 91 91 -__-- _ ` _ �P - ` ap cp °° w ----Vq r-- � 90 3 - - g�3� poJ U b r -- ___ 94 Nao / 4 I 0 0 r G� r ®_ r--- 90 91-��- a V) K, °'� j -�` r o � r- -.:. nt 0 o 0 838$247D-17 86 84 I 83 8O81 84 FF-9 .80 -80 77i cb 7978 g1 76 �a1a, 1 75' P-15 FF=96.321 I FF=95.67I 90.70I L - - - _j L - - -J .16I IFF=- FF=9q./80 90 D-16 s3 S4 85 87 vJ - . -If do 74 � / / I 1 e I ?i -, s0 // O l/ I I 15 s P-17 _ , z .. 0 0 _ �ti FF=90.96 1 W P-18 + 9 a _ g' e�- 2 0 - ;-- _-- • -� \� \ \ // FF=P s.21 1 72 1 71 1 I 1 (0)I h 70 04 I FF 91 3 1 I I F91.5 = 1 8'`�9 E Q D-18 m - - - - L - - _ _ - _3 ? e?� 9 • ' 8g \ ` - _j 1 D-8 I I 1 IFF=91.66 F ss _ F 91� °� a �\ I -----I r-•-- P- -- P-13 93� '�_�� --e ---� `y--- � -__' g --_ L -- L___ 1 I I FF'=5 W �- - - - I- 90 1 !- =3p x - so a - L-__ _ � P-7 - -J J I I I I 1 1 I I D-s �• \� � o �- --- ___ �C - i i 17 I 18 1 �� ii I I I I I I . 1 �I 1 \, I 15 j i 16 1 I I 19 1 2 0 1 1 21 1 1 I I \\ �� \Aso 9+- ° 90 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 I I ,`� I __ IFF=96.41 I IFF=95.75 .1 i FF=94.42 U I�'+ I I I I O I I I I O I I O I Ir \ 1 .r-- _- o w m p 07 FF=95 • 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 1 I am I D-7 D-12 D-13 . 1 I I �•\ I I I I I I II 1 FF=91.45 L----� L--- L---J L---J I-----� 1 25 I► 11 I► , r-- z e ° A 94 g� A� 90 D-20 1 x RCap,^ s� 06 �� I 11 I I 26 11 27 11 1 1 I i I I • 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 1 1• 88 1 ; + - L 1 I 1 1 FF=91.681 I 0 I 1 1 1 I 130 1 I o Q sD - L_- 11 I I FF=91.851 IFF=91.971 I O I I Q I, 31 z / $ I I J L- I I I IFF=92.12 11 8 Q o / 148 9 11 I �. go so - I I I IFF=92.271 1 FF=92.4 U= - 0 / o IFF=99.85 i 0 P-20 /\ / ) \ 7 a N Q /Cali \` / / 1 a C9 13 O g9 - -�J 11 �/ 82 8 Q & Z _ / U) FF=99.95 RETAININdWALL I , \ f ' - , / 9 g Q (DESIGN BY LATHERS) un ELEVATIONS P6R-PL9CN I \�/ 77 z Q o LLJ CD r \ J a C� O Am 9g. / r ®, - w W m z Z 12 , / =z W Q o D-21 00 (L W U) � rn o / FF=99:95 , f in 4 aW m ❑ / \ w Z Z w \ tna ❑ o ❑ o U10,8 REAR PROPERTY LINE \ OQ� SIDE PROPERTY LINE QUO � OF s ~gtFs \ - - SpRo F�ON �o�G� y s�-°P� Q SIDE PROPERTY LINE s NOTES: 1. FINISHED FLOOR ELEVATION SHALL BE A \ MINIMUM OF 1' ABOVE CROWN OF ROAD. 2. IF A FENCE IS PLACED ON THE PROPERTY LINE, THEN THE SIDE SWALE SHALL BE ENTIRELY ON THE OWNER'S PROPERTY. LOT GRADING TYPE 'B' LOT DRAINAGE BOTH TO STREET AND TO REAR LOT LINE N.TS. REAR PI SIDE PROPERTY LINE-- NOTES:1. FINISHED FLOOR ELEVATION SHALL BE A MINIMUM OF 1' ABOVE CROWN OF ROAD. 2. IF A FENCE IS PLACED ON THE PROPERTY LINE, THEN THE SIDE SWALE SHALL BE ENTIRELY ON THE OWNER'S PROPERTY. LOT GRADING TYPE W LOT DRAINAGE TO STREET N.TS PROPERTY LINE LEGEND: PROPOSED STORM PIPE EXISTING STORM PIPE INDICATES DIRECTION OF SURFACE WATER FLOW RIP -RAP 0 Am LOT GRADING TYPE 0 Lr4N-41-21 BENCHMARK ELEVATIONS SHOWN HEREON ARE BASED ON N.A.V.D. OF 1988. B.M. #N 678, SITE TBM#1 EL= 88.95' (SEE SURVEY FOR DETAILS) THE PARCEL SHOWN FOR DEVELOPMENT IS LOCATED WITHIN THE FOLLOWING FLOOD ZONE(S) AS DETAILED BY FEMA FIRM (FLOOD INSURANCE RATE MAP INFORMATION DESCRIBED BELOW: FLOOD MAP EFFECTIVE ZONE COMMUNITY NUMBER PANEL SUFFIX DATE MAP NUMBER X & AE ZEPHYRHILLS, 120235 0452 F SEP 26, 2014 12101CO452F CITY OF CALL 48 HOURS BEFORE YOU DIG IT'S THE LAW. Know wears below. DIAL 811 Call before you dlga SUNSHINE STATE ONE CALL OF FLORIDA INC. F- z w J U � z z O to 0- 1❑11 W> 0 co - w of Er U � Z `- M 00 O N c/� ��j a 0 in _O:- d .z - U ;w L O O:J H z wz o - ; Q O. I- 0 cn !c e W0- O U o Z � of 0 i ••. = �cb -i 0 LL 0 DATE 07/02/2018 PROJECT NO. 1802001 SHEETNUMBER C12 c a, o N c o � n O c U 1Q rn d U o E v a6 0 Lo w w o m N a v d o V U � d U Q � J 10 a. d CONTROL STRUCTURE TABLE STIR. TYPE SKIMMER TOP OF TOP OF BOTTOM OF SUMP INVERT BOTTOM OF STIR. (PER FDoT OFFSET SKIMMER STRUCTURE SKIMMER ELEVATION ELEVATION STRUCTURE NAME INDEX 425-052) (A) (B) (C) (0) (E) (F) (G) CS-1 TYPE H (6'-7" X 3') 2'-0" 86.00' 84.60' 83.00' N/A 69.90 75.00 TYPE E CS-2 (4'-6" X 3') 2'-0" 86.00' 85.00' 84.00' 82.00' 82.50' 82.00' SKIMMER (SKIMMER TO GO ALL j AROUND STRUCTURE) PLAN VIEW SKIMMER SKIMMER TOP OF SKIMMER ELEV. (B) F_ _T - - - _ 7 TOP OF STRUCTURE ELEV (C) r- -F - - - - - - 7 I I I I I I I I I I I I I I I I I I I I BOTTOM OF SKIMMER ELEV. (D) I I SUMP 5' OUT FROM I I STRUCTURE ON 3 SIDES. SUMP ELEVATION = (E) I Al I IFALL RIPE I I 1 I V�j I C I 11=1 I �I I I I 11 jj I I INV. ELEV. (F) BOT. ELEV. (G) Grtoitr - - SIDE VIEW FRONTVIEW CONTROL STRUCTURE DETAIL (N.T.S.) I� 3/8" THICK BENT ALUM. PLATE W/ 7/16" DRILLED HOLES. N T M NOTE 1. FASTEN SKIMMER BLADE TO MOUNTING STRAP W/3/8" GALV. BOLTS & FASTNERS. 2. FASTEN MOUNTING BRACKETS TO STRUCTURE W/3/8"x4" EXPAN. ANCHOR BOLT & FASTNERS. SKIMMER MOUNTING BRACKET REAR PROPERTY LINE S� SV SIDE PROPERTY LINE i Slp 1rF - y pE j SIDE PROPERTY UNE - �• ��'� � 5����- 1.OTFINISHED FLOOR ELEVATION SHALL BE A = MINIMUM OF 1' ABOVE CROWN OF ROAD. 2. IF A FENCE IS PLACED ON THE PROPERTY LINE, THEN THE SIDE SWALE MALL BE ENTIRELY ON THE OWNER'S PROPERTY. LOT GRADING TYPE'A' LOT DRAINAGE TO STREET N.T.S. x� 10 O\\ \ \ \FF=99.50 4 RETAINING WALL l (DESIGN BY OTHERS) n / \ \ \ TOP OF WALL ELEVATIONS AS NOTED / O \ / N / FF=98.9 cli 0o p 0 \ N 0 FF=98.o N cn P-21 7 / \\ F=97.00 6` o RETAINING WALL T'A 0 \ (DESIGN- BY OTHERS) CA D-22 b 0 y. ELEVATIONS PER PLAN FF=95.9 0 / \ \ 0- P-22 / 5Am \ D-23 \\F=94.2 o / N, \ \ N o < 4 LJ o \ \ \ \ FF=93.71 / \ \- 1 P' \ \FF--92.76 / 1 \FF=92.09 / FF=91.6�\ \\ / 1 O i \ REAR PROPERTY LINE OQ� �r S� SIDE PROPERTY LINE PRO � OF SiJQ ti �S 0 E ~ SIDE PROPERTY LINE S 0 Sakti NOTES: 1. FINISHED FLOOR ELEVATION SHALL BE A \ MINIMUM OF 1' ABOVE CROWN OF ROAD. l 2. IF A FENCE IS PLACED ON THE PROPERTY LINE, THEN THE SIDE SWALE SHALL BE ENTIRELY ON THE OWNER'S PROPERTY. LOT GRADING TYPE'B' LOT DRAINAGE BOTH TO STREET AND TO REAR LOT UNE N.T.S. LEGEND: PROPOSED STORM PIPE EXISTING STORM PIPE INDICATES DIRECTION OF SURFACE WATER FLOW RIP -RAP OLOT GRADING TYPE W U Z N N P." w ~ Q�W N W W ~G $IJMUO 'o = 00 zo 1< K�j�WN 0 50 100 Wz W waL,WF5o L3A CD N . to � SCALE (IN FEET)aMnz oo a o W�AUQ Z n 1 U 0OM F U of CD 0)GO p OWW.i U ®M I -- STRUCTURE TABLE STRUCTURE NAME STRUCTURE DETAILS P-5 INLET PER FDOT INDEX 425-021 8+31.52 (11.51 R) D-22 RIM ELEV= 91.64 INV ELEV= 88.20 (15" RCP) INV ELEV= 88.20 (18" RCP) P-5 INLET PER FDOT INDEX 425-021 8+31.03 (11.25 L) D-23 RIM ELEV= 91.59 INV ELEV= 88.31 (15" RCP) P-6 INLET PER FDOT INDEX 425-021 D-24 RIM ELEV= 88.72 INV ELEV= 84.23 (18- RCP) M.E.S. PER FDOT INDEX 430-021 D-25 INV ELEV = 84.00 (18" RCP) M.E.S. PER FDOT INDEX 430-021 D-26 INV ELEV = 81.00 (18" RCP) (2' SUMP) PIPE TABLE NAME SIZE LENGTH SLOPE MATERIAL P-21 18" 308 LF 0.50% RCP P-22 15" 23 LF 0.50% RCP P-23 18' 46 LF 0.50% RCP P-24 18" 88 LF 0.50% RCP BENCHMARK ELEVATIONS SHOWN HEREON ARE BASED ON NA.V.D. OF 1988, B.M. #N 678, SITE TBM#1 EL.= 88.95' (SEE SURVEY FOR DETAILS) THE PARCEL SHOWN FOR DEVELOPMENT IS LOCATED WITHIN THE FOLLOWING FLOOD ZONE(S) AS DETAILED BY FEMA FIRM (FLOOD INSURANCE RATE MAP) INFORMATION DESCRIBED BELOW: FLOOD MAP EFFECTIVE ZONE COMMUNITY NUMBER I PANEL SUFFIX DATE MAP NUMBER X & AE ZEPHYRHILLS' 120235 0452 F SEP 26, 2014 12101C0452F cITY of r� w CALL 48 HOURS BEFORE YOU DIG IT'S THE LAW. Know. what's below. DIAL 811 Call before you dig. SUNSHINE STATE ONE CALL OF FLORIDA. INC. -i J J z W W J w z Q w m U Q Z o LLJ O Q J O " vi Q QUj x (� � N Q Qo C7 � Z z C] w Y 2 < Q w ar) H O > Q W W co Z z Z L ilI-g = w U m } m m W o w w z z O Q Z U) V Q x W V U to W J W CC 2 J (n Q❑ U ❑ 0 U U 0 0 w o v ❑ o U) H z w O U z z w U 3 U za n_ z O W cwn o Z d a0 ® N Lq !/ > d e0;03 � U-) -Ucw� 0 4.�= w ' _ • Q wzz zw w• �j o 4 I�-AA J O �LL OU k Z �, •� vJ� •'j Q s • 4S, ' .. ® J IY �'rl,��► 4KPIF-01 LL U �►a�1to DATE 07/02/2018 PROJECT NO. 1802001 SHEETNUMBER C11 Q_ 0 I 0 N C N c � U 0 0 N O co 0- ai E c c to Y 3le, Y AERIAL LEGAL DESCRIPTION: (AS PROVIDED BY PASCO COUNTY) (PARCEL 1-A) 0 500 1000 SCALE (IN FEET) PROJECT LOCATION A PARCEL LAND LYING WITHIN SECTION 4, TOWNSHIP 26 SOUTH, RANGE 21 EAST, PASCO COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: FOR A POINT OF REFERENCE COMMENCE AT THE SOUTHWEST CORNER OF THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SAID SECTION 4, THENCE ALONG THE WEST BOUNDARY OF THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SAID SECTION 4, N.02°34'22" E., A DISTANCE OF 859.08 FEET; THENCE S.89°52'14"E., A DISTANCE OF 38.69 FEET TO THE EAST RIGHT-OF-WAY OF SIMONS ROAD, AS DESCRIBED IN OFFICIAL RECORDS BOOK 4514, PAGE 406, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA, FOR A POINT OF BEGINNING; THENCE ALONG SAID EAST RIGHT-OF-WAY OF SIMONS ROAD, N.02°17'00"E., A DISTANCE OF 1,780.98 FEET, THENCE S.82°45'24"E., A DISTANCE OF 90.98 FEET; THENCE N.27°57'53"E., A DISTANCE OF 123.15 FEET; THENCE N.17°02'07"W., A DISTANCE OF 28.29 FEET; THENCE N.27°57'53"E., A DISTANCE OF 136.98 FEET; THENCE S. 66' 51'54" E., A DISTANCE OF 172.84 FEET; THENCE S.03°50'41"E., A DISTANCE OF 644.78 FEET; THENCE S.07°33'51'1N., A DISTANCE OF 1,003.83 FEET; THENCE WEST, A DISTANCE OF 40.16 FEET; THENCE S 00°24'00"W., A DISTANCE OF 319.26 FEET; THENCE N.89°52'14"W., A DISTANCE OF 302.56 FEET TO THE POINT OF BEGINNING. AND (PARCEL 2-A) A PARCEL OF LAND LYING WITHIN SECTION 4, TOWNSHIP 26 SOUTH, RANGE 21 EAST, PASCO COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: FOR A POINT OF REFERENCE COMMENCE AT THE SOUTHWEST CORNER OF THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SAID SECTION 4; THENCE ALONG THE WEST BOUNDARY OF THE SOUTHEAST 1/4 OF THE SOUTHEAST 114 OF SAID SECTION 4; N.02°34'22"E., A DISTANCE OF 859.08 FEET; THENCE S.89°52'14"E., A DISTANCE OF 38.69 FEET TO THE EAST RIGHT-OF-WAY OF SIMMONS ROAD, AS DESCRIBED IN OFFICIAL RECORDS BOOK 4514, PAGE 406, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA FOR A POINT OF BEGINNING; THENCE CONTINUE S.89'52'14"E., A DISTANCE OF 302.56 FEET; THENCE S.00°00'25"W., A DISTANCE OF 175.57 FEET; THENCE S.70°36'40"E., A DISTANCE OF 240.00 FEET, THENCE S.56°36'28"E., A DISTANCE OF 325.25 FEET; THENCE S. 57°35'39"E., A DISTANCE OF 381.60 FEET, THENCE S.02°15'29"W., A DISTANCE OF 34.55 FEET; THENCE N.76°0945"W., A DISTANCE OF 330.42 FEET; THENCE N.62°32'54"W., A DISTANCE OF 110.17 FEET TO THE NORTH BOUNDARY OF THAT CERTAIN PARCEL DESCRIBED IN OFFICIAL RECORDS BOOK 7082, PAGE 1183, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA; THENCE ALONG THE NORTH BOUNDARY OF SAID CERTAIN PARCEL THE FOLLOWING THREE (3) COURSES AND DISTANCE: 1) N. 56°36'28"W., A DISTANCE OF 285.91 FEET; 2) N.70°36'40"W., A DISTANCE OF 152.10 FEET; 3) N.89°51'53" W., A DISTANCE OF 333.89 FEET TO THE AFOREMENTIONED EAST RIGHT-OF-WAY OF SIMONS ROAD; THENCE ALONG THE AFOREMENTIONED EAST RIGHT-OF-WAY OF SIMONS ROAD, N.02°1T00"E., A DISTANCE OF 335.77 FEET TO THE POINT OF BEGINNING. AND (PARCEL 3) A PARCEL OF LAND LYING WITHIN THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 4, TOWNSHIP 26 SOUTH RANGE 21 EAST, PASCO COUNTY, FLORIDA BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: FOR A POINT OF REFERENCE COMMENCE AT THE SOUTHWEST CORNER OF THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SAID SECTION 4; THENCE ALONG THE WEST BOUNDARY OF THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SAID SECTION 4, N.02°34'22"E., A DISTANCE OF 523.24 FEET; THENCE S.89°51'53"E., A DISTANCE OF 40.39 FEET TO THE EAST RIGHT-OF-WAY OF SIMONS ROAD, AS DESCRIBED IN OFFICIAL RECORDS BOOK 4514, PAGE 406, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA, SAID POINT ALSO BEING THE NORTHWEST CORNER OF THAT CERTAIN PARCEL DESCRIBED IN OFFICIAL RECORDS BOOK 7082, PAGE 1183, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA; THENCE ALONG THE BOUNDARY OF SAID CERTAIN PARCEL THE FOLLOWING THREE (3) COURSES AND DISTANCES: 1) CONTINUE S.89°51'53"E., A DISTANCE OF 333.89 FEET; 2) S.70°36'40"E., A DISTANCE OF 152.10 FEET; 3) S.56°36'28"E., A DISTANCE OF 285.91 FEET FOR A POINT OF BEGINNING, THENCE S.62°32'54"E., A DISTANCE OF 110.17 FEET, THENCE S.76°09'45"E., A DISTANCE OF 330.42 FEET; THENCE S.02°15'29"W., A DISTANCE OF 35.09 FEET TO THE NORTH RIGHT-OF-WAY OF EILAND BOULEVARD AS DESCRIBED IN OFFICIAL RECORDS BOOK 1918, PAGE 1864, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA, AND A NON -TANGENT POINT OF CURVATURE; THENCE ALONG SAID NORTH RIGHT-OF-WAY OF EILAND BOULEVARD THE FOLLOWING THREE (3) COURSES AND DISTANCES: 1) WESTERLY 139.28 FEET ALONG THE ARC OF A CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 1,306-00 FEET; A CENTRAL ANGLE OF 06°06'37", AND A CHORD BEARING AND DISTANCE OF S.87°03'11"W., 139.21 FEET; 2) S.00°06'30"E., A DISTANCE OF 5.00 FEET 3) N.89°53'30"W., A DISTANCE OF 132.88 FEET TO THE EAST BOUNDARY OF THE AFOREMENTIONED CERTAIN PARCEL DESCRIBED IN OFFICIAL RECORDS BOOK 7082, PAGE 1183; THENCE ALONG SAID CERTAIN PARCEL THE FOLLOWING THREE COURSES AND DISTANCES: 1) N.00°06' 13"E., A DISTANCE OF 84.00 FEET; 2) N.57°35'39"W., A DISTANCE OF 149.75 FEET, 3) N.56°36'28"W., A DISTANCE OF 22.78 FEET TO THE POINT OF BEGINNING. DEVELOPER: CBD REAL ESTATE INVESTMENT, LLC CONTACT: DAVID WARONKER 1420 CELEBRATION BLVD., SUITE 200 CELEBRATION, FL 34747 PHONE: (623) 203-2700 EMAIL: DW@GOCBD.COM PROJECT TEAM CIVIL ENGINEER: CORNELISON ENGINEERING & DESIGN, INC. CONTACT: CRAIG L. CORNELISON, P.E. 38039 OLD 5TH AVENUE ZEPHYRHILLS, FL 33542 PHONE: (813) 788-7835 EMAIL: CRAIG@CORNELISON-ENG.COM LAND OWNER: SITE CONSTRUCTION PLANS FOR THE OAKS AT PASCO EILAND BLVD. & SIMONS ROAD ZEPHYRHILLS, FLORIDA 33542 PASCO COUNTY PARCEL I.D. NUMBER: 04-26-21-0000-00100-0070 ��� , -•° PARCEL I.D. NUMBER: 04-26-21-0000-00100-0080 PARCEL I.D. NUMBER: 04-26-21-0020-00000-0090 SHEET INDEX CITY OF ZEPHYRHILLS SITE PLAN REVIEW APPROVAL APPROVED THIS DAY OF f3'1 DIRECTOR OF DEVELOPMENT AUTHORIZED SIGNATURE SITE PLAN REVIEW FEE PAID DATE AMOUNT 20_ APPROVED SUBJECT TO ATTACHED CONDITIONS SITE PLAN APPROVAL EXPIRES OAKS OF PASCO COUNTY, LLC CONTACT: STEVE RABBITT 917 ARBUTUS ROAD ANNPOLIS, MD 21403 PHONE: (443) 995-9700 EMAIL: STEVERABBIT@GMAIL.COM SURVEYOR: GEOPOINT SURVEYING, INC. CONTACT: JOHN WEIGLE, PSM 213 HOBBS STREET TAMPA, FL 33619 PHONE: (813) 248-2266 EMAIL: JWEIGLE@GEOPOINTSURVEY.COM LOCATION MAP 1 " = 800' SECTION 4 - TOWNSHIP 26S - RANGE 21 E A REVISIONS A 09/10/2018 REVISED PER CLIENT 0 09/10/2018 REVISED PER CITY COMMENTS A3 11/26/2018 CITY REVISIONS 0 12/24/2018 REVISED PER SWFWMD COMMENTS A 06/28/19 REVISED PER CLIENT CORNELISON ENGINEERING & DESIGN, INC. © 2018 CORNELISON ENGINEERING & DESIGN, INC. 38039 OLD 5TH AVE., ZEPHYRHILLS, FL 33542 TEL: 813-788-7835 • FAX: 813-788-7062 WWW.CORNELISON-ENG.COM CERTIFICATE OF AUTHORIZATION 28928 1AIATC:D- SHEETS SHEET SHEET DESCRIPTION REVISED NO. A A C01 COVER SHEET A CO2 GENERAL NOTES A A CO3 EXISTING CONDITIONS PLAN A A C04 MASTER SITE PLAN A 0 C05 LOT LAYOUT PLAN -A A A C06 LOT LAYOUT PLAN-B 1 2 C07 LOT LAYOUT PLAN-C A 4 5 C08 UTILITY PLAN -A A 3 4 5 C09 UTILITY PLAN-B A 3 4 C10 UTILITY PLAN-C A 4 A C11 PAVING, GRADING, AND DRAINAGE PLAN -A A 3 4 5 C12 PAVING, GRADING, AND DRAINAGE PLAN-B 1 2 3 4 5 C13 PAVING, GRADING, AND DRAINAGE PLAN-C C14 STORMWATER POLLUTION PREVENTION PLAN -A A 4 C15 STORMWATER POLLUTION PREVENTION PLAN-B A A 4 C16 STORMWATER POLLUTION PREVENTION PLAN-C C17 STORMWATER POLLUTION PREVENTION DETAILS A 0 C18 SIGNING AND STRIPING PLAN A 3 4 5 C19 PLAN AND PROFILE A A 5 C20 PLAN AND PROFILE 1 2 3 4 A C21 PLAN AND PROFILE A 4 5 C2'lb PLAN AND PROFILE A A C AILS A C23 ZEPHYRHILLS WATER DETAILS A 0 C24 ZEPHYRHILLS SEWER DETAILS A A C25 POND CROSS SECTIONS A A 4 C26 POND CROSS SECTIONS A 0 C27 POND CROSS SECTIONS A T1 TREE PLANTING PLAN UTILITY PROVIDERS NATURAL GAS: CITY OF ZEPHYRHILLS PEOPLES GAS DUKE ENERGY CONTACT: JOHN BOSTIC CONTACT: BETTY TRUEBLOOD CONTACT: DARRYL FOSHEE 5335 8TH STREET 1400 CHANNELSIDE DRIVE 36453 EILAND BLVD. ZEPHYRHILLS, FL 33542 TAMPA, FL 33605 ZEPHYRHILLS, FL 33541 PHONE: (813) 780-0006 PHONE: (813) 299-7342 PHONE: (813) 783-6944 EMAIL: JBOSTIC@CI.ZEPHYRHILLS.FL.US EMAIL: BXTRUEBLOOD@TECOENERGY.COM EMAIL: DARRYL.FOSHEE@DUKE-ENERGY.COM QCAAiC:D- ounnlc:• CITY OF ZEPHYRHILLS FRONTIER COMMUNICATIONS CONTACT: JOHN BOSTIC CONTACT: JERIEL "DAVID" WYNNS 5335 8TH STREET 3712 W. WALNUT STREET ZEPHYRHILLS, FL 33542 TAMPA, FL 33607 PHONE: (813) 780-0006 PHONE: (813) 876-4184 EMAIL: JBOSTIC@CI.ZEPHYRHILLS.FL.US EMAIL: JERIEL.WYNNS@FTR.COM vJ J J_ _ 11 w N LL O I I I I i l ll® >_..C.O... ®®� N®®$� ��0• ••\,\C E N s%. { O o tp r No. 55433 ®• 0 � 00 Uo Q STATE OFORI °• ®6 O a �� tw 28-19 CRAIG L. CELISON, P.E. w o = w FL PE# 55433 ~ 0 N o w L = L O U U � Q 2 .Q Q- 6- OD o 0 Of O N agi t,� n O N U Q O y 0 cu 3 O U U 3 0 _ Z U J = ja. co N cn Q U) a U OL) U N U7 Q � dw � o Q T U7 O N O� N O ._ U .0 c a) O U N rn w. c_ O a) U E 0 U = O N U `6 a� o r _r o _ °' CL 2 N a O N U = .rn is N a is = U) � a O N U 0 U 0 Y O N L 00 .3 f . s 50' 65' 10' REAR 10' REAR F -1 TYPICAL TYPICAL z x LOT SIZE x Y! CORNER a a a LOT SIZE 0 o yl SCALE: NONE uj: SCALE. NONE pw �n io in Inz 0 � � J 20' FRONT 20' FRONT i TYPICAL LOT DETAILS N.T.S. RYh Y`x s_ NOTES: 1. A REGISTERED LAND SURVEYOR SHALL REPLACE SURVEY MONUMENTS OR BENCHMARKS, WHICH HAVE TO BE DISTURBED BY THIS WORK, UPON COMPLETION OF WORK. 2. ALL CONSTRUCTION SHALL CONFORM TO THE SPECIFICATIONS AND STANDARDS OF THE CITY OF ZEPHYRHILLS, PASCO COUNTY, AND THE FLORIDA DEPARTMENT OF TRANSPORTATION, WHERE APPLICABLE. 3. PRIOR TO STARTING CONSTRUCTION, THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION OF ANY ITEM SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED ALL PLANS AND ANY OTHER DOCUMENTATION FROM ALL OF THE PERMITTING AND ANY OTHER REGULATORY AUTHORITIES. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL SETBACKS AND/OR EASEMENTS BEFORE BEGINNING CONSTRUCTION. 5. MAINTENANCE OF TRAFFIC (MOT) SET UP MUST BE SUPERVISED BY A CERTIFIED MOT PERSON. 6. AS —BUILT PLANS CERTIFIED BY A LICENSED SURVEYOR ARE REQUIRED BY CONTRACTOR AT TIME OF COMPLETION. GRADING, UTILITY, AND STORMWATER AS—BUILTS ARE REQUIRED TO THE ENGINEER IN BOTH SIGNED AND SEALED PAPER FORMAT, AS WELL AS ELECTRONIC AUTOCAD FORMAT. AT A MINIMUM, THE GRADING AS—BUILTS ARE TO INCLUDE ALL CENTERLINE HIGH POINTS AND LOW POINTS, CHANGES IN GRADE, INTERSECTIONS, PAVEMENT AND SIDEWALK GRADES AT HANDICAP RAMPS, HANDICAP PARKING SPACES AND ACCESS AISLES, HANDICAP PATHS OF TRAVEL, AND ALL GRADES AS INDICATED ON THE PAVING, GRADING, AND DRAINAGE PLAN. UTILITY AND STORMWATER AS—BUILTS SHALL INCLUDE LOCATIONS (HORIZONTAL AND VERTICAL) OF ALL APPURTENANCES, INCLUDING, BUT NOT LIMITED TO, PIPES, MANHOLES, VALVES, ETC. 7. SIGNAGE SHALL BE SUBMITTED AND PERMITTED SEPARATELY. 8. NO OBSTRUCTION SHALL BE PLACED WITHIN ANY SIGHT DISTANCE TRIANGLE. 9. FOR ALL ONSITE RAMPS (OUTSIDE FDOT RIGHT OF WAY) REFERENCED PER FDOT INDEX 522-002, DETECTIBLE WARNING (TRUNCATED DOMES) ARE NOT REQUIRED PER ADA GUIDELINES AND THE FLORIDA ACCESSIBILITY CODE. 10. ALL DISTURBED AREAS IN RIGHT—OF—WAY SHALL BE SODDED. atc WS t i i DEVELOPER NOTES: 1. CONFIRM BUILDING FOOTPRINT DIMENSIONS 2. EASEMENT NOTICE: ALL LOTS SUBJECT TO A 10' UTILITY EASEMENT ALONG ALL ADJACENT RIGHT—OF—WAY. 3. CORNER LOT NOTE: LOTS WITH DOUBLE ROAD FRONTAGE SHALL HAVE A 20' FRONT AND 5'/10' SIDE BUILDING SETBACK. 4. 5' CONCRETE SIDEWALK TO BE CONSTRUCTED AS SHOWN. HOME BUILDER TO CONSTRUCT SIDEWALKS WITHIN RESIDENTIAL LOTS. ALL AREAS OUTSIDE OF THE RESIDENTIAL LOTS TO BE CONSTRUCTED BY DEVELOPER. 0 100 200 SCALE (IN FEET) CALL 48 HOURS • BEFORE YOU DIG i IT'S THE LAW! Know what's below. DIAL 811 Call before you dig. SUNSHINE STATE ONE CALL OF FLORIDA, INC. KJ U r h ZNN t to N� LIMO N O w NOm L,00 LdJ0o�FZ—,9�XWN w Wa-L,Z0 CZ3 LLJ 0 1 Z J = W LLj Lo W Q Z LL Da000O V Ed Z � U CX o I U O ix co M 00 U p O wJw NMF- O U J J z W Q F— U) W J Q W 0_ � Q z COw c) U Q ❑ 0 J O " (,i U_ 0 J J _ c >_ / i_ Q a z N Q Q 0 U) J W o W �6/ ZO> «� w Q Cn ry LU ~ W W 0 ° a J ❑ Z g w z I— W = cn �— Cn � i m } m m ❑ Uj W z z W W O — 3 U Q Z U) U Q= W U U cn W _j 0_ X _ U) Q Q U 0 0 U U 0 W N O Q 0 0 H z W J U U) z W d O W _ LD i W W O z 00 ow ®v®LU L I_ �:Q� O® Za ®®ec� z Q Off` �c') 0Q U C] LL DATE 07/02/2018 PROJECT NO. 1802001 SHEET NUMBER C04 GENERAL UTILITY NOTES: 1. ALL UTILITY WORK SHALL CONFORM TO THE CITY OF ZEPHYRHILLS UTILITY DEPARTMENT STANDARDS. THE MOST CURRENT STANDARDS AND SPECIFICATIONS IN FORCE AT THE TIME OF CONSTRUCTION SHALL BE USED. SEE STANDARDS FOR APPROVED EQUIPMENT/MANUFACTURE LIST. 2. ALL VALVES, SERVICES, HYDRANTS, FITTINGS, ETC., ARE NOT DRAWN TO SCALE BUT ARE SHOWN FOR SCHEMATIC PURPOSES ONLY. 3. ALL DISTURBED AREAS WITHIN THE RIGHT-OF-WAY SHALL BE REGRADED AND SODDED TO PRE -CONSTRUCTION CONDITIONS. 4. THE LOCATION OF THE EXISTING UTILITIES SHOWN IN THE PLANS ARE APPROXIMATE ONLY. THE EXACT LOCATIONS SHALL BE DETERMINED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. IN ADDITION, THE CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY IF "OTHER" UTILITIES (NOT SHOWN IN THE PLANS) EXIST WITHIN THE AREA OF CONSTRUCTION. SHOULD THERE BE UTILITY CONFLICTS, THE CONTRACTOR SHALL INFORM THE RESPECTIVE UTILITY OWNERS TO RESOLVE UTILITY CONFLICTS AND ADJUSTMENTS, AS REQUIRED. 5. THE APPROPRIATE UTILITY COMPANY SHALL BE NOTIFIED BY THE CONTRACTOR 72 HOURS IN ADVANCE OF ANY EXCAVATION INVOLVING THEIR UTILITIES SO THAT A COMPANY REPRESENTATIVE CAN BE PRESENT. 6. LANDSCAPE AREAS SHALL BE IRRIGATED, IRRIGATION SYSTEM TO BE DESIGNED BY OTHERS. 7. ALL PIPE AND PIPE FITTINGS INSTALLED UNDER THIS PROJECT SHALL CONFORM TO CURRENT FDEP STANDARDS FOR LEAD CONTENT. 8. ALL PIPE AND FITTINGS INSTALLED UNDER THIS PROJECT SHALL BE COLOR CODED OR MARKED IN ACCORDANCE WITH SUBPARAGRAPH 62-555.320(21)(B)3, F.A.C., USING BLUE AS A PREDOMINANT COLOR FOR WATER. UNDERGROUND PLASTIC PIPE SHALL BE SOLID -WALL BLUE PIPE. 9. THE WATER SYSTEMS SHALL BE CONSTRUCTED TO PROVIDE ALL APPLICABLE STANDARDS IN CHAPTER 62-550, F.A.C. AND THE REQUIREMENTS OF CHAPTER 62-555, F.A.C. 10. THE DRINKING WATER PIPING AND APPURTENANCES MUST COMPLY WITH STANDARDS, REGULATIONS, OR REQUIREMENTS OF THE AMERICAN WATER WORKS ASSOCIATION STANDARDS AS INCORPORATED INTO RULE W 62-555.330, F.A.C., IF APPLICABLE. THE DEPARTMENT SHALL ALLOW USE OF PIPE AND APPURTENANCES THAT DO NOT CONFORM TO THESE T STANDARDS ONLY IF DOCUMENTATION IS PROVIDED IN ACCORDANCE WITH '- PARAGRAPH 62-555.320(21)(C), F.A.C. 11. THE DRINKING WATER PIPING AND APPURTENANCES MUST COMPLY WITH STANDARDS, REGULATIONS, OR REQUIREMENTS OF THE NSF t INTERNATIONAL STANDARD 61 AS ADOPTED IN RULE 62-555.335, FAC., 3 OR OTHER STANDARDS, REGULATIONS, OR REQUIREMENTS REFERENCED UNDER PARAGRAPH 62-555.320(3)(B), F.A.C., IF APPLICABLE. THE DEPARTMENT SHALL ALLOW EXCEPTIONS TO CONFORMANCE WITH THESE N STANDARDS, REGULATIONS OR REQUIREMENTS ONLY IF DOCUMENTATION w AND ASSURANCE IS PROVIDED IN ACCORDANCE WITH PARAGRAPH 62-555.320(3)(D), F.A.C. 12. ALL WATER MAINS SHALL BE INSTALLED IN ACCORDANCE WITH CHAPTER C 62-555.314, FAC, AND ANY UPDATES TO THE FAC, AND IN CONFORMANCE WITH ALL SEPARATION REQUIREMENTS AS FOUND THEREIN. 0 13. #8 TRACER WIRE AND WARNING TAPE REQUIRED FOR ALL NON-METALLIC as PIPE. 14. RESTRAINED JOINTS SHALL BE PROVIDED AT ALL BENDS, WYES, TEES, CAPS, VALVES, HYDRANTS AND REDUCERS. IF ANY JOINTS ARE WITHIN THE REQUIRED RESTRAINED LENGTH THEY SHALL BE RESTRAINED WITH A RESTRAINING HARNESS AS REQUIRED. 15. THE CONTRACTOR IS TO NOTIFY THE ENGINEER OF ALL SCHEDULED An INSPECTIONS AND OR TESTS OF THE SYSTEM. a) 16. THE CONTRACTOR IS TO NOTIFY THE ENGINEER OF COMMENCEMENT OF `o CONSTRUCTION 48 HOURS BEFORE CONSTRUCTION BEGINS. 17. ALL CONSTRUCTION TO CONFORM TO ALL APPLICABLE STANDARDS AND CODES OF FDEP. AND THE CITY OF ZEPHYRHILLS. 18. ALL DISTURBED AREAS TO BE SEEDED AND MULCHED AS A MIN. n DISTURBED AREA IN R/W SHALL BE SODDED v 19. THE CONTRACTOR SHALL LOCATE ALL UTILITIES OR UNDERGROUND STRUCTURES PRIOR TO CONSTRUCTION COMMENCEMENT. 0 20. CONNECTION INTO EXISTING CITY OWNED SYSTEMS SHALL BE VIA WET o TAP. WET TAPS SHALL BE PERFORMED BY THE CITY OF ZEPHYRHILLS AT N THE DEVELOPERS EXPENSE. MATERIAL FOR WET TAPS LARGER THAN 2" 8 SHALL BE PROVIDED AND INSTALLED BY THE PROJECT CONTRACTOR. 3 EXCAVATION, BACKFILL AND SURFACE RESTORATION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 3 SITE SPECIFIC UTILITY NOTES: 3 1. ALL ON -SITE WATER AND SEWER FACILITIES SHALL BE OWNED AND MAINTAINED BY THE CITY. E 2. ALL UTILITY CONSTRUCTION SHALL COMPLY WITH CITY STANDARDS. 0 3. THE CONTRACTOR SHALL LOCATE ALL UTILITIES AND/OR UNDERGROUND STRUCTURES PRIOR TO CONSTRUCTION. AND NOTIFY ALL UTILITIES 48 to HOURS PRIOR TO CONSTRUCTION COMMENCEMENT. 4. ANY EXISTING WELLS SHALL BE ABANDONED BY A LICENSED WATER WELL E 8 CONTRACTOR IN ACCORDANCE WITH RULES 4OD-3 AND 17-21.10(4), NM F.A.C. -a 5. ALL WATER AND SEWER CONSTRUCTION SHALL CONFORM TO CITY OF m ZEPHYRHILLS AND FDEP STANDARDS. C 6. ALL UTILITY MATERIAL AND WORKMANSHIP MUST COMPLY WITH THE CITY OF ZEPHYRHILLS 'TECHNICAL STANDARDS FOR WATER DISTRIBUTION a SYSTEM, LATEST EDITION." E o 7. FIRE PROTECTION PROVIDED BY CITY OF ZEPHYRHILLS FIRE DEPT. VIA 0 o PROPOSED FIRE HYDRANTS. M 8. A CITY/COUNTY RIGHT OF WAY PERMIT (BY CONTRACTOR) SHALL BE OBTAINED FOR ANY WORK WITHIN CITY/COUNTY RIGHT OF WAY. a' 9. WATER SYSTEMS SHALL BE TESTED TO A MINIMUM OF 150 PSI FOR N TWO-HOUR DURATION AS PER AWWA C-600 STANDARDS. a � m � cn 3 BACTERIOLOGICAL SAMPLING AND TESTING: � w 00 r- A. IN ACCORDANCE WITH RULE 62-555.340 FAC, THE CONTRACTOR SHALL U 3 COLLECT AND DELIVER REQUIRED SAMPLES TO A CERTIFIED LABORATORY AND OBTAIN A BACTERIOLOGIC QUALITY TEST TO DEMONSTRATE THE ABSENCE OF COLIFORM ORGANISMS IN EACH SEPARATE SECTION OF THE PIPELINE AND IN T EACH STRUCTURE AFTER CHLORINATION AND REFILLING. z -0 1. FOR WATER MAINS, COLLECT AT LEAST ONE SET OF SAMPLES FROM m EVERY 1,200 FEET OF THE NEW WATER MAIN, OR AS REQUIRED BY THE tL N DEPARTMENT OF HEALTH, PLUS ONE SET FROM THE END OF THE LINE AND -j a AT LEAST ONE SET FROM EACH BRANCH. AT EACH CONNECTION TO AN S Q EXISTING PIPELINE, TAKE TWO ADDITIONAL SAMPLES. B. THE CONTRACTOR SHALL TAKE CHLORINE RESIDUAL SAMPLES AT THE OU TIME BACTERIOLOGICAL SAMPLES ARE TAKEN. IF THE CHLORINE RESIDUAL IS (D GREATER THAN 4 MG/L, THE BACTERIOLOGICAL TEST SHALL BE CONSIDERED i dw INVALID AND THE RESIDUAL SHALL BE REDUCED TO 4 MG/L AND THE w BACTERIOLOGICAL TESTING SHALL BE PERFORMED UNTIL THE REQUIRED Q CRITERIA ARE SATISFIED. O Y a� REFER TO CITY UTILITY STANDARDS FOR DISINFECTION METHODS. QO HYDROSTATIC (PRESSURE) TESTING TO BE COMPLETED PRIOR TO 6 c DISINFECTION. THE DISINFECTION AND TESTING PROCEDURE TO BE REPEATED U N FOR ANY FAILED TEST RESULTS. � O U .Z 0 N in o -s C: 0 N E U v U m o U m a� 1= 0 t 2 � 4? c IL a� T , a O U fn N c 0 11 a M co crs M a � O ' 8 o 0 w o w co 3 Ni a� t iu E o BENCHMARK M s= a' ELEVATIONS SHOWN HEREON ARE BASED ON NA.V.D. OF 1988, B.M. #N 3 678, SITE TBM#1 EL= 88.95' (SEE SURVEY FOR DETAILS) � N o � BAC-T SAMPLE POINT S-16 STA:6+61.27 OFF:-5.00L RIM:95.38 INV IN:77.51 8" PVC INV IN:84.12 8" PVC INV OUT:76.91 8" PVC S-18 STA.0+38.04 OFF:0.00 RIM:97.38 INVJIN:76.65-8•_PVC - INV OUT:76.17 8' PVC 17' LF 8" PVC ® 6.857. FMC-LS STA.0+55.11 OFF-0.00 RIM:97.99 / INV IN:75.00 8" PVC SERVICE MP 8 / 25' LF 8" C 0 0.70% 8" PVC W.M. 13' 8" PVC 0 0.67% 4 / EXISTING LIFT AT1ON 320' LF 8" PVC 0 0.40, ` S-17 STA.9+81.70 OFE-5.00L RIM:89.60 / INV OUT.85.40 8' PVC 10' UTILITY EASEMENT UBLE WATER S CE 4 (T.YP) < 3 \ / 8" PVC W.M. 8" 45- Bpi 10 MN O lem /-PROPOSED UnLT1Y FULL LENGTH OF `"�MIN I1� PIPE CEMEILED Q SEPARATION REQUIREMENTS AT CROSSING E �PPEIOsrNIG UTILITY OPTION 1 (SUFFICIENT COVER AND SEPARATION AVAILABLE) G-3 ERD .= ELB (PIP) E NOTE ,oPosm UTILITY 1LE MIN r i io'-O' MIN I E asw unuff J JPIPE P fim WW" APPROVAL OF ENGINEER, CONTRACTOR MAY DEFLECT PIPE AS SPECIFIED INSTEAD OF USING FnTN m ALTERNATE OPTION 1 (SUFFICIENT COVER OR SEPARATION NOT AVAILABLE) PROPOSED UTILITY MINIMUM VERTICAL SEPARATION REQUIREMENTS POTABLE WATER NARY SEWER SEWAGE FORCE MAN STORM RECLAIMED WATER ELECTRICCOMMDITS TELECOMMUNICATIONS POTABLE WATER 1•-0r '-0'(1,2 1'-d(1,2) 1'-e(1) 1'-W 1'-Or SEE NOTE 1 GRAVITY SANITARY SEWER 1'-Ir(2) I' r 1-a' 1'-ir 1'-6'(2) 1-IT SEWAGE FORCE MAN 1'-Ir(2) 1'-O' 1'-tl' I' T 1'-5'(2) 1'-0 SEE NOTE 2 STORM I.-T(1) r$ 1' T I -if I -T 1'-d' RExU AIMED WATER 1'-Ir 1'-B' 1'-if 1'-W 1'- T SEE NOTE 2 ELECTRIC TELECOUAMUNIGUIONS (1) FAC 62-555Z14 (2) FAC 62-604.400 (3) FAC 62-610.469 NOTES: 1. ONLY OPTION 1 CONSTRUCTION IS ALLOWED WITHOUT APPROVAL OF ENGINEER. 2. ONLY OPTION 2 CONSTRUC M IS ALLOWED WITHOUT APPROVAL OF ENGINEER. MINIMUM VERTICAL SEPARATION REQUIREMENTS PROPOSED UTILITY MINIMUM HORIZONTAL SEPARATION EXISTING UTILITY POTABLE WATER GRAVITY SANITARY SEWER SEWAGE FORCE MAN STORM RECLAIMED WATER EUD=C TELECOMMUNICATIONS POTABLE WATER 1'-O' 10'-T(1,2) 10'-0"(1.2) Y-0 (1) Y-0(1,3) 31-0 GRAVITY SANITARY SEWER 10'-r(2) 1'-T 1'-T 3'-T 3'-T(2) Y-T SEWAGE FORCE MIN 10'-0(2) 1'-O' 1-T 3'-0 Y-T(2) 3'-T STORM Y-T(1) 3•-0 3•-T 1'-0 3'-T X-!f RECLAIMED WATER Y-0(1,3) 3'-T(2) Y-0(2) 31-0 1'-T 3-0r ELEM IO TELECOMMUNICATIONS 3'-d' 3'-El 3'-O' 3'-0 3'-T 2'-e 1 5 (1) FAC 62-555.314 I (2) FAC 62-604.400 UTILITIES SHALL RIOT BE INSTALLED WITHIN THE DRIP LINE OF TREES WITHOUT PRIOR (3) FAC 62-610.469 WRITTEN APPROVAL FROM THE ENGINEER. _ -- C - N � N m STRUCTURE TABLE STRUCTURE NAME STRUCTURE DETAILS < Concentric Cylindrical Structure 0+55.11 (0.00) FMC-LS RIM ELEV= 97.99 EXISTING INV ELEV= 75.00 (8" PVC) Concentric Cylindrical Structure 0+38.04 (0.00) S-18 RIM ELEV= 97.38 EXISTING INV ELEV= 76.17 (8" PVC) INV ELEV= 76.65 (8" PVC) Eccentric Cylindrical Structure 6+61.27 (-5.00) RIM ELEV= 95.38 5-16 INV ELEV= 77.51 (8" PVC) INV ELEV= 84.12 (8" PVC) INV ELEV= 76.91 (8" PVC) Concentric Cylindrical Structure 9+81.70 (-5.00) S-17 RIM ELEV= 89.60 INV ELEV= 85.40 (8" PVC) LEGEND: -D� - GATE VALVE - FIRE HYDRANT ASSEMBLY �- - SINGLE WATER SERVICE �--- - DOUBLE WATER SERVICE SINGLE SEWER SERVICE >' - DOUBLE SEWER SERVICE e - BLUE HYDRANT LOCATION REFLECTOR s - SEWER MANHOLE -.M - - WATER MAI N -�- - SANITARY SEWER - (EXISTING) POWER POLE - (EXISTING) OVERHEAD POWER -- - - (EXISTING) STORM PIPE - (EXISTING) MITERED END SECTION - - (EXISTING) LIFT STATION SEE EM18fT G-3 PROPOSED UTILITY F:3 : 15nNG UTILITY FULL LENGTH OF PIPE SEE MIN VERTICAL CENTERED AT CROSSING SEPARATION UIRE _ '-1 REAUN2QIEN75 11.W EIB (M) SEE NOTE APPROVAL OF ENGWEER, CONTRACTOR MAY DEFLECT PIPE AS SPEEDO INSTEAD OF USING FITTINGS. OPTION 2 (SUFFICIENT SEPARATION AVAILABLE) NOTES:- 1. FOR PROPOSED WATER MANS. THIS OPTION IS ONLY ALLOWED WITH APPROVAL OF THE ENGINEER AND Me ON A CASE BY CASE a4s& 2. WITH APPROVAL OF ENGINEER. CONTRACTOR MAY DEFLECT PIPE AS SPECIFIED INSTEAD OF USING FITTINGS. ALTERNATE OPTION 2 (SUFFICIENT SEPARATION NOT AVAILABLE) 0 50 100 SCALE (IN FEET) IILIIT CUSHION )TING tmL" i UIILIIT CUSHION OSED UTILITY SECTION B-B ir MIN PIPE O.D. O' MIN � ' UTILITY 0 FULL CONCRETE 106 IL ENCASEMENT a. 2500 PSI (MN) CONCRETE INCRETE C ENCASEMENT NIS UTILITY CONFLICT CITY OF ZEPHYRHILLS STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 PHONE (813)780-0029 FAX (813)780-0613 DECEMBER 2015 G=4 CALL 48 HOURS BEFORE YOU DIG IT'S THE LAW! Know what's below. DIAL 811 Call before you dig. SUNSHINE STATE ONE CALL OF FLORIDA, INC. K/ C3 z Cq CC4 o ~ V OMO1 0 00 M M�1 w ~ 0 00 N vv)T5o 00 con z X W N wa�zo VWAzw OX 5N.N Z J LLI a PO w zw ® �aad x r-00 I Lf, ow Z r-1U L) O r Ir corn°D w p O J U N m O M a p Of 0 0" u5 UJ J_ } Q Lw N F_ U Q Q 0 U) 1 Z J w 2 < < H 0 w W d F" � > o z w w Q Z 1- U) a J m m m 0 w Z Z w Z C9 Q (1) U Q 2 w U U cn w J lY o 3= J U a p U p U U U ao rn 0 0 w o 00 p o 0 w w U U U) a a z O w w LD co W w w w Ir IY o Z � ► e W O ✓ 0o •°. z o �r ® �® ®�: C0 2 a LL-Q- m� ® C M •z _. O ' O O J T JO w Z ,v aU:LU LO w I- �;Q- Wd Z Q 0:0 Z C, OQ Up i ] °•° -' LJL 11 II DATE 07/02/2018 PROJECT NO. 1802001 SHEET NUMBER C08 Ur O c E o (D a) � c O U o a >, E v c E <° 0- 0 coa) coN n a] 2 NCLC co Cts 7 � � U U 3 BENCHMARK ELEVATIONS SHOWN HEREON ARE BASED ON NA.V.D. OF 1988, B.M. #N 678, SITE TBM#1 EL= 88.95' (SEE SURVEY FOR DETAILS) 139' STA:6+61.27 0 IW IN:77.5 IW IN:84.1 INV OUT:76.9 STRUCTURE TABLE > STRUCTURE NAME STRUCTURE DETAILS Eccentric Cylindrical Structure > 7+68.00 (0.00) S-10 RIM ELEV= 89.52 INV ELEV= 85.06 (8" PVC) > INV ELEV= 84.96 (8" PVC) > Eccentric Cylindrical Structure > 5+88.00 (0.00) S-11 RIM ELEV= 89.00 > INV ELEV= 84.25 (8" PVC) y INV ELEV= 82.14 (8" PVC) > Eccentric Cylindrical Structure 3+46.37 (5.00) S-12 RIM ELEV= 91.03 > INV ELEV= 81.17 (8" PVC) INV ELEV= 81.07 (8" PVC) Eccentric Cylindrical Structure 0+05.19 (5.00) S-13 RIM ELEV= 95.62 INV ELEV= 79.71 (8" PVC) INV ELEV= 79.61 (8" PVC) Eccentric Cylindrical Structure 3+65.42 (-5.00) > S-14 RIM ELEV= 97.65 INV ELEV= 78.90 (8" PVC) INV ELEV= 78.80 (8" PVC) Eccentric Cylindrical Structure 5+23.13 (-5.00) S-15 RIM ELEV= 97.53 INV ELEV= 78.16 (8" PVC) > INV ELEV= 78.06 (8" PVC) Eccentric Cylindrical Structure > 6+61.27 (-5.00) RIM ELEV= 95.38 > S-16 INV ELEV= 77.51 (8" PVC) > INV ELEV= 84.12 (8" PVC) INV ELEV= 76.91 (8" PVC) A � KEY MAP CALL 48 HOURS BEFORE YOU DIG IT'S THE LAW! DIAL 811 Know what's below. Call before you dig. SUNSHINE STATE ONE CALL OF FLORIDA, INC. S_91 FF.O.00 A:90.33 8" PVC U Z N N � • "O *-4 ZU' M j N rn Foy w ~ G n N W W ev- -�MUO 0=0069: CO!) FXgS�WN ® W Wn LLZO ZW Ozx E5 N . V) Z -% Q W �W Z 0Q00DO v Wr-00OQ Z � U U LL- 0 I= OD 00�WJ U N M F °O U J J f\- Z U) W J Q W W Q Z w m U U Q 0 O 0 J 0 `L J r n _J v Q} a w N C0 0 1 U) Z V / O Q W Y z 0 W W It I=- 2- KS ° o Z g W W Q Z W = J^ ii f- J m m m W o Z Z -j O U Q Z (n V Q 2 W V U cn W J W W= J (nQ 00 0C9 00 WO IC'D co 0000 0 0 - e- 0 CD W w U U Z 0 Q W w z °- a- O 0 > 0 IIIw U U) W W t: W W W U W mom®■© ® N 11 I ®®`® uj ®®®®� C6 •/� ® O ZLO s Go O 04t; 'q A o ®_ wZ o ® Z Imo- ®: O "'" OQ Z % .• r� IN. LL DATE 07/02/2018 PROJECT NO. 1802001 SHEET NUMBER C09 cn E0 0 m � c O y o -2 ca iu � o n >, E a c E ca n o m o M ch N d) C N a 06 2 N C- C 3 3 s O � r- L U o 3 y 4� U J C f0 C N J_ a H =3 D n U 0 .� U m n Q (L o o Y a Qa) C) o � C U o .Z U L O w C 0 cc m U = o m U aI a o _ C 7 y d 2 I n O Cn U C w ,rn w m m Y O. O o � U o 0 N L C:) L .m iv o E C o m N 1:121,[s]i���G���►� ELEVATIONS SHOWN HEREON ARE BASED ON NA.V.D. OF 1988, B.M. #N 678, SITE TBM#1 EL.= 88.95' (SEE SURVEY FOR DETAILS) STRUCTURE TABLE STRUCTURE NAME STRUCTURE DETAILS Eccentric Cylindrical Structure 20+24.04 (11.54) S-1 RIM ELEV= 89.12 /� I =6_ /� INV ELEV= 85. Eccentric Cylindrical Structure 17+05.66 (5.00) S-2 RIM ELEV= 89.71 INV ELEV= 84.34 (10' PVC) INV ELEV= 84.24 (10' PVC) Eccentric Cylindrical Structure 15+58.72 (0.00) RIM ELEV= 89.33 S-3 INV ELEV= 83.80 (10- PVC) INV ELEV= 81.83 (10- PVC) INV ELEV= 83.80 (8' PVC) Eccentric Cylindrical Structure 1 +89.22 (0.00) S-4 RIM ELEV= 84.75 INV ELEV= 80.88 (10' PVC) INV ELEV= 80.58 (10' PVC) Eccentric Cylindrical Structure 3+91.59 (0.00) S-5 RIM ELEV= 84.00 INV ELEV= 79.97 (10' PVC) INV ELEV= 79.87 (10' PVC) STRUCTURE TABLE STRUCTURE NAME STRUCTURE DETAILS Eccentric Cylindrical Structure 6+13.23 (0,00) S-6 RIM ELEV= 84.23 INV ELEV= 79.21 (10- PVC) INV ELEV= 79.11 (10' PVC) Eccentric Cylindrical Structure 6+85.89 (0.00) S-7 RIM ELEV= 83.41 EXISTING INV ELEV= 78.89 (10- PVC) Eccentric Cylindrical Structure 11 +68.72 (0.00) S-8 RIM ELEV= 90.24 INV ELEV= 86.50 6' PV ) Eccentric Cylindrical Structure 10+37.00 (0.00) S-9 RIM ELEV= 90.33 INV ELEV= 86.14 (8' PVC) PAR 10 �I �4 KEY MA?l 64'r CALL 48 HOURS BEFORE YOU DIG IT'S THE LAWI DIAL 811 Know what's below. Call before you dig. SUNSHINE STATE ONE CALL OF FLORIDA, INC. KJ U Z N N • 0)O O Coo���YIy v 0z2 1 N 0." � l ~ 0 � � N a W Z �VIMOZ cD=�aoC6F O�Ww�<`1M V W A zW``ox . cn = W - W< 0 r'Z Cr w u 00 Q Z O r U U dO M .. V 0O-J{�,I� N M O Q 0 it 0 J O" U J V a} a w N U Q Z o Q w �e �- w w = 2 «6 o 10 z g w Q z 1- = co 1- } } m m m w W Z Z w O 'S U Ucn W WW Z-i V)a 00 00 UU O O O W O (D 0000 Q ) r O O O z z W w U Z U Of p w z EL m d w w w U) U U) � w w w IY T- U Ir mommmom uj 00 CS Z V• �. Co ch -- Q.Z LO O G?.J® w ; Q = w z Zw ®U,LU O Z® Q O: O o 1- Q Q Z y ULL Up ✓j ••....••' O U DATE 07/02/2018 PROJECT NO. 1802001 SHEET NUMBER C10 mL 0 E 0 o _U N � a 0 a E E a m O o � o r N 3 r � CD r N a Cri 2 N o C �3 t r U r L U 3 `o 3 • U Q a J � N Q U a U O U U a> N Q L CL w I- O Q� �0 Y a O a r c � o v 0 Un o c = o a) U E ca U m 'o m U c E z o r = a 0 �N W m a o cn U r_ to rn a c � -he Q O o r U O t O o 00 3: CONTROL STRUCTURE TABLE STR. TYPE SKIMMER TOP OF TOP OF BOTTOM OF SUMP INVERT BOTTOM OF STIR. (PER FDOT OFFSET SKIMMER STRUCTURE SKIMMER ELEVATION ELEVATION STRUCTURE NAME INDEX 425-052) (A) rr (B) (C) (D) (E) (F) (G) CS-1 TYPE H (6'-7" X 3') 2'-0" 86.00' 84.60' 83.00' N/A 69.90' 69.40' EX CS-2 (4'-fi 3') 2'-0" 86.00' 85.00' 84.00' 82.00' 82.50' 82.00' (� PLAN VIEW SKIMMER --\\ SKIMMER (SKIMMER TO GO ALL AROUND STRUCTURE) TOP OF SKIMMER ELEV. (B) SKIMMER F- T T- -1 TOP OF STRUCTURE ELEV. (C) I I I I I I I I F- -f' T I I 1 1 I l I I BOTTOM OF SKIMMER ELEV. (D) I I I I i I I I I � I I I 'ALL PIPE ( I I I J SIDE VIEW SUMP 5' OUT FROM STRUCTURE ON 3 SIDES. SUMP ELEVATION = (E) INV. ELEV. (F) BOT. ELEV. (G I I I I GROUT, _, FRONT VIEW CONTROL STRUCTURE DETAIL (N.T.S.) 3/8" THICK BENT ALUM. PLATE W/ 7/16" DRILLED HOLES. 04 �p r I 3» NOTE : 1. FASTEN SKIMMER BLADE TO MOUNTING STRAP W/3/8" GALV. BOLTS & FASTNERS. 2. FASTEN MOUNTING BRACKETS TO STRUCTURE W/3/8"x4" EXPAN. ANCHOR BOLT & FASTNERS. SKIMMER MOUNTING BRACKET REAR PROPERTY LINE �OQ� R�PR g�PR SIDE :. foQ� SIDE PROPERTY LINE 1. NOTE FINISHED FLOOR ELEVATION SHALL BE A MINIMUM OF 1' ABOVE CROWN OF ROAD. 2. IF A FENCE IS PLACED ON THE PROPERTY LINE, THEN THE SIDE SWALE SHALL BE ENTIRELY ON THE OWNER'S PROPERTY. LOT GRADING TYPE'A' LOT DRAINAGE TO STREET N T.S. REAR PROPERTY LINE OQ� S� PROPERTY LINE SIDE PROPERTY LINE Q � s�o�s%j s oprt SIDE PROPERTY LINE Skq�FS NOTES: � 1. FINISHED FLOOR ELEVATION SHALL BE A MINIMUM OF 1' ABOVE CROWN OF ROAD. 2. IF A FENCE IS PLACED ON THE PROPERTY LINE, THEN THE SIDE SWALE SHALL BE ENTIRELY ON THE OWNER'S PROPERTY. SRO Fo04' oQx ON LOT GRADING TYPE'B' LOT DRAINAGE BOTH TO STREET AND TO REAR LOT LINE N.T.S. 4 LEGEND: PROPOSED STORM PIPE 3.4 EXISTING STORM PIPE INDICATES DIRECTION OF SURFACE WATER FLOW oo o RIP -RAP Arn LOT GRADING TYPE 0 50 100 SCALE (IN FEET) STRUCTURE TABLE STRUCTURE NAME STRUCTURE DETAILS P-5 INLET PER FDOT INDEX 425-021 8+31.45 (11.25 R) D-22 EOP ELEV= 91.54 INV ELEV= 88.20 (P-22) INV ELEV= 88.20 (P-21) P-5 INLET PER FDOT INDEX 425-021 8+31.03 (11.25 L) D-23 EOP ELEV= 91.55 INV ELEV= 88.31 (P-22) P-6 INLET PER FDOT INDEX 425-021 D-24 EOP ELEV= 88.68 INV ELEV= 84.23 (P-23) M.E.S. PER FDOT INDEX 430-021 D-25 INV ELEV= 84.00 (P-23) M.E.S. PER FDOT INDEX 430-021 D-26 INV ELEV= 81.00 (P-24) (2' SUMP) PIPE TABLE NAME SIZE LENGTH SLOPE MATERIAL 0.50% RCP 0.50% RCP 0.50% RCP 0.50% RCP BENCHMARK ELEVATIONS SHOWN HEREON ARE BASED ON NA.V.D. OF 1988, B.M. #N 678, SITE TBM#1 EL= 88.95' (SEE SURVEY FOR DETAILS) THE PARCEL SHOWN FOR DEVELOPMENT IS LOCATED WITHIN THE FOLLOWING FLOOD ZONE(S) AS DETAILED BY FEMA FIRM (FLOOD INSURANCE RATE MAP INFORMATION DESCRIBED BELOW: FLOOD MAP EFFECTIVE ZONE COMMUNITY NUMBER PANEL SUFFIX DATE MAP NUMBER X & AE ZEPHYRHILLS, 120235 0452 F SEP 26, 2014 12101CO452F CITY OF 47 A � KEY MAP r CALL 48 HOURS BEFORE YOU DIG IT'S THE LAW! DIAL 811 Know what's below. Cell before you dig. SUNSHINE STATE ONE CALL OF FLORIDA, INC. L � v z*C-4 COD O fay w •.�fy00 00 n�N. w � � U) 0 z ;:O-pl �rr TT��q 0Z 0c) fr.y �.D COO &RXWN WCLLizo VWAZN•W� UjLL >MZfLL oaon000 w a z Or10 U L) 00M U p 0 "WJ N M F 0 U z LLI I_ Q F_ U) W J Q W W H Q w m d U Eli fs Q_ o W o QJ Oui UJ LL J = C:) Q � W N Z�1 I— Q � 0 Z_ W O W W O (L (" _ o as J o Z W W Q z W U) c� z Q �- m r m m ❑ m W W W z z O 3 U U cA W� M _ tn< ❑ U ❑ CD UU RK I- z W J U m W z O ❑ U) W W W of W 6 I r z 'lr 0 0 Nr 00 N 0 z cW G O U ❑ z �w J U) U Wly W W a a 0 o L U) w w W W_ ltadll ®�`��ii 0 IeI oo �c cy , CV LLi Q_ M �® OLO Lp co W�®o�eil'° �0:C • Ln 0 ®e.�® w Q WZ z W Uj `n <C ®:®® 0< U ) U i c�i • c� _•° -f ®�i®ll®� ' ®Q®®t® q� u fl ii DATE 07/02/2018 PROJECT NO. 1802001 SHEET NUMBER C11 0 .3 a� m L N 0 W U U rn W 0 as m c W 0 N 0 U O 1i co a m a S m c 0 N O ca ca 3 0 3 a� 0 0 a c N O E c M 0 N O c L _U a 0 0. E a O o v a) N a) a N Q m m N o- cn co � 3 N v P i U 3 0 0 3 Q a J � <L � 0a O a a 0 O U y a Q T (n 0 Y � O _N c ai C c O E U a rn o U 0 v m Uca 'o co a E o = a a " B a O U � � rn M 40) a. a a m ca U) , -14 a M Or8 0 � U o 0 o w m �o E - N c c � U o a to 'n STRUCTURE TABLE STRUCTURE NAME STRUCTURE DETAILS P-5 INLET PER FDOT INDEX 425-021 8+53.72 (11.25 R) EOP ELEV= 89.58 D-7 INV ELEV= 79.92 (P-6) INV ELEV= 81.69 (P-7) INV ELEV= 80.43 (P-8) P-5 INLET PER FDOT INDEX 425-021 8+46.54 (11.25 L) D-8 EOP ELEV= 89.56 INV ELEV= 81.81 (P-7) P-6 INLET PER FDOT INDEX 425-021 5+85.70 (11.25 R) D-9 EOP ELEV= 88.80 INV ELEV= 84.50 (P-9) P-6 INLET PER FDOT INDEX 425-021 5+69.30 (11.25 L) EOP ELEV= 88.79 D-10 INV ELEV= 84.36 (P-9) INV ELEV= 82.38 (P-10) INV ELEV= 82.43 (P-8) 4' MANHOLE PER FDOT INDEX 425-001 & 010 3+34.36 (5.00 L) EOP ELEV= 91.18 D-11 INV ELEV= 83.09 (P-10) INV ELEV= 83.60 (P-13) INV ELEV= 83.62 (P-11) P-6 INLET PER FDOT INDEX 425-021 1+26.99 (11.25 R) D-12 EOP ELEV= 89.26 INV ELEV= 84.29 (P-11) INV ELEV= 84.29 (P-12) P-6 INLET PER FDOT INDEX 425-021 1 +26.99 (11.25 L) D-13 EOP ELEV= 89.26 INV ELEV= 84.40 (P-12) P-5 INLET PER FDOT INDEX 425-021 2+69.73 (11.25 L) EDP ELEV= 91.92 D-14 INV ELEV= 83.79 (P-13) INV ELEV= 84.72 (P-14) INV ELEV= 83.78 (P-15) P-5 INLET PER FDOT INDEX 425-021 2+61.85 (11.25 R) D-15 EOP ELEV= 92.02 INV ELEV= 84.84 (P-14) 4' MANHOLE PER FDOT INDEX 425-001 & 010 1 +78.78 (4.68 R) EDP ELEV= 95.48 D-16 INV ELEV= 84.61 (P-15) INV ELEV= 89.48 (P-16) INV ELEV= 84.61 (P-17) TYPE C INLET PER FDOT INDEX 425-052 0+74.92 (13.41 R) D-17 EOP ELEV= 95.00 INV ELEV= 90.01 (P-16) P-5 INLET PER FDOT INDEX 425-021 2+37.50 (11.25 R) EOP ELEV= 96.09 D-18 INV ELEV= 84.79 (P-17) INV ELEV= 92.00 (P-18) INV ELEV= 85.27 (P-19) P-5 INLET PER FDOT INDEX 425-021 2+37.32 (11.25 L) D-19 EOP ELEV= 96.09 INV ELEV= 92.11 P-18) 4' MANHOLE PER FDOT INDEX 425-001 & 010 3+65.45 (5.00 R) D-20 EOP ELEV= 97.65 INV ELEV= 85.91 (P-19) INV ELEV= 85.90 (P-20) 4' MANHOLE PER FDOT INDEX 425-001 & 010 5+23.04 (5.00 R) D-21 EOP ELEV= 97.53 INV ELEV= 86.67 (P-20) INV ELEV= 86.66 (P-21) INDEX NO. 430-022 D-120 INV ELEV= 84.35 (P-118) INDEX NO. 430-022 - SIDE DRAIN MES D-127 INV ELEV= 81.00 (P-124) (REF. SIMONS IMPROVEMENT PLANS) PIPE TABLE NAME SIZE LENGTH SLOPE MATERIAL Lf 0.50% RCP s i:i LF 0.50% RCP P-10 30" 235 LF 0.30% RCP P-11 18" 132 LF 0.50% RCP P-12 18" 22 LF 0.50% RCP P-13 24" 65 LF 0.30% RCP P-14 18" 24 LF 0.50% RCP P-15 24" 275 LF 0.30% RCP P-16 18" 105 LF 0.50% RCP P-17 24" 58 LF 0.30% RCP P-18 15" 23 LF 0.50% RCP P-19 18" 127 LF 0.50% RCP P-20 18" 156 LF 0.50% RCP FAI .0 MAO - - - ��41 L-,Wn -- ':1 ;tz_�tSa1�I11t 1�.r�®�Yfi �I _ -_ • •jw1,*m,1E Em 101 �% ���9:04 ® ra •II�1�� • : • 0-18 on P-19 F, 10 50�-_ r \ / O I �r y REAR PROPERTY LINE �OQE S � SIDE PROPERTY LINE S ��pQti / S opt o�G� S`'oQ� SIDE PROPERTY UO NE S � eR 1 � F © NOTES: � � R�G� 1. FINISHED FLOOR ELEVATION SHALL BE A - ; MINIMUM OF 1' ABOVE CROWN OF ROAD. �. 2. IF A FENCE IS PLACED ON THE -- PROPERTY LINE, THEN THE SIDE SWALE SHALL BE ENTIRELY ON THE OWNER'S PROPERTY. LOT GRADING TYPE'B' LOT DRAINAGE BOTH TO STREET AND TO REAR LOT LINE N.T.S. REAR PROPERTY LINE REPS R�P� SIDE O H 3 SIDED��1 s�apF 1 4� � \\4 SIDE PROPERTY LINE -_) ! i�• �� �,��- NOTES: - 1. FINISHED FLOOR ELEVATION SHALL BE A 1 �� MINIMUM OF V ABOVE CROWN OF ROAD. _ 2. IF A FENCE IS PLACED ON THE _ PROPERTY LINE, THEN THE SIDE SWALE SHALL BE ENTIRELY ON THE OWNER'S PROPERTY. LOT GRADING TYPE `A' LOT DRAINAGE TO STREET N.T.S. PROPERTY LINE LEGEND: PROPOSED STORM PIPE EXISTING STORM PIPE INDICATES DIRECTION OF SURFACE WATER FLOW RIP -RAP Am LOT GRADING TYPE BENCHMARK ELEVATIONS SHOWN HEREON ARE BASED ON N.A.V.D. OF 1988, B.M. #N 678, SITE TBM#1 EL.= 88.95' (SEE SURVEY FOR DETAILS) THE PARCEL SHOWN FOR DEVELOPMENT IS LOCATED WITHIN THE FOLLOWING FLOOD ZONE(S) AS DETAILED BY FEMA FIRM (FLOOD INSURANCE RATE MAP INFORMATION DESCRIBED BELOW: FLOOD MAP EFFECTIVE ZONE COMMUNITY NUMBER PANEL SUFFIX DATE MAP NUMBER X & AE ZEPHYRHILLS, 120235 0452 F SEP 26, 2014 12101 CO452F CITY OF KEY MAP E CALL 48 HOURS n BEFORE YOU DIG zf' IT'S THE LAW! Know whars below. DIAL 811 Call before you dig. USKA SUNSHINE STATE ONE CALL OF FLORIDA, INC. ZQ ^J o LU o J Q O `� uS J J U) p } p Q a W N ZQ O ``'' W3.. F_ O w W O = It I_g z •a > o Z w W Q z W =rL to _Zv p CD Z Q m m W 00 W W Z z O - 3 U Uto W J WX 2J co< 00 0C9 UU 0 W(0 00 1c'D r CD z z W w U U z (3f IY W _O W U) 0. a_ p 0 0 w W w l W W U WE RIM■©■© DATE 07/02/2018 PROJECT NO. 1802001 SHEET NUMBER C12 Z \`p a SIDE PROPERTY LINE S NOTES: 1. FINISHED FLOOR ELEVATION SHALL BE A O U o . MINIMUM OF 1' ABOVE CROWN OF ROAD. Q = 2. IF A FENCE IS PLACED ON THE PROPERTY LINE, THEN THE SIDE SWALE d SHALL BE ENTIRELY ON THE OWNER'S Q PROPERTY. o0 LOT GRADING TYPE 'A' C LOT DRAINAGE TO STREET N.T.S. � U o U N N REAR PROPERTY LINE O U 2 pQE 9v U o \ m � QFLO�G'n Si�F S E �Yq PROPERTY LINE a o r'LOQ� F S4OAF S/ N m f0 SIDE PROPERTY LINE NOTES: 0 1. FINISHED FLOOR ELEVATION SHALL BE A \ o 0 t MINIMUM OF 1' ABOVE CROWN OF ROAD. 2 IF A FENCE IS PLACED ON THE \ N �_ PROPERTY LINE, THEN THE SIDE SWALE 00 .3 SHALL BE ENTIRELY ON THE OWNER'S PROPERTY. LOT GRADING TYPE'B' E LOT DRAINAGE BOTH TO STREET c E AND TO REAR LOT LINE o N.T.S. � N o F- STRUCTURE TABLE STRUCTURE NAME STRUCTURE DETAILS STRUCTURE NAME STRUCTURE DETAILS STRUCTURE NAME STRUCTURE DETAILS HEADWALL PER FDOT INDEX 430-030 D-1 0+96.12 (81.78 R) INV ELEV= 78.01 (P-1) M.E.S. PER FDOT INDEX 430-021 D-2 0+88.39 (91.90 L) INV ELEV= 81.00 (P-2) M.E.S. PER FDOT INDEX 430-021 D-33 19+88.93 (171.51 L) INV ELEV= 80.90 (P-30) M.E.S. PER FDOT INDEX 430-021 D-34 INV ELEV= 69.00 (P-31) 5' MANHOLE PER FDOT INDEX 425-001 & 010 0+92.93 (19.00 L) EOP ELEV= 91.43 D-3 INV ELEV= 78.26 (P-3) INV ELEV= 78.26 (P-1) INV ELEV= 80.56 (P-2) P-6 INLET PER FDOT INDEX 425-021 2+11.58 (13.25 L) D-4 EOP ELEV= 89.84 INV ELEV= 85.10 (P-4) P-6 INLET PER FDOT INDEX 425-021 2+11.58 (13.25 R) EOP ELEV= 89.86 D-5 INV ELEV= 84.97 (P-4) INV ELEV= 78.76 (P-5) INV ELEV= 78.76 (P-3) 4' MANHOLE PER FDOT INDEX 425-001 & 010 10+83.29 (5.29 R) D-6 EOP ELEV= 90.35 INV ELEV= 79.00 (P-5) INV ELEV= 79.00 (P-6) P-6 INLET PER FDOT INDEX 425-021 M.E.S. PER FDOT INDEX 430-021 14+53.72 (11.25 R) D-137 INV ELEV= 81.00 (24" RCP) D-27 EOP ELEV= 88.77 (REF. SIMONS IMPROVEMENT PLANS) INV ELEV= 85.20 (P-25) 5' MANHOLE PER FDOT INDEX 425-001 P-6 INLET PER FDOT INDEX 425-021 D-142 INV ELEV= 80.50 (30" RCP) 14+46.54 (11.25 L) (REF. SIMONS IMPROVEMENT PLANS) D-28 EOP ELEV= 88.77 INV ELEV= 85.08 (P-25) INV ELEV= 85.08 (P-26) 4' MANHOLE PER FDOT INDEX 425-001 & 010 17+05.66 (5.00 L) PIPE TABLE D-29 EOP ELEV= 89.71 INV ELEV= 83.(P-26) NAME SIZE LENGTH SLOPE MATERIAL INV ELEV= 83.75 (P-27) 75 P-1 36" 63 LF 0.40% RCP 5' MANHOLE PER FDOT INDEX 425-001 & 010 19+31.48 (5.00 L) P-2 36" 111 LF 0.40% RCP EOP ELEV= 89.00 D-30 INV ELEV= 82.62 (P-27) P-3 36" 124 LF 0.40% RCP INV ELEV= 81.62 (P-30) INV ELEV= 82.80 (P-28) P-4 18" 26 LF 0.50% RCP P-6 INLET PER FDOT INDEX 425-021 P-5 36" 61 LF 0.407. RCP 20+05.95 (11.25 R) P-6 36" 230 LF 0.407o RCP D-31 EOP ELEV= 88.88 INV ELEV= 83.18 (P-28) P-25 15" 24 LF 0.50% RCP INV ELEV= 83.09 (P-29) P-26 18" 257 LF 0.50% RCP P-6 INLET PER FDOT INDEX 425-021 20+03.43 (35.00 L) P-27 18" 226 LF 0.50% RCP D-32 EOP ELEV= 88.20 INV ELEV= 83.32 (P-29) P-28 15" 76 LF 0.50% RCP P-29 15" 46 LF 0.50% RCP M.E.S. PER FDOT INDEX 430-021 D-127 INV ELEV= 81.00 (24" RCP) P-30 30" 164 LF 0.44% RCP (REF. SIMONS IMPROVEMENT PLANS) P-31 36" 179 LF 0.447. RCP LEGEND: PROPOSED STORM PIPE EXISTING STORM PIPE INDICATES DIRECTION OF SURFACE WATER FLOW RIP RAP a Am LOT GRADING TYPE i MAIL KIOSK PARKING DETAIL 1 z w BENCHMARK ELEVATIONS SHOWN HEREON ARE BASED ON N.A.V.D. OF 1988, B.M. #N 678, SITE TBM#1 EL.= 88.95' (SEE SURVEY FOR DETAILS) THE PARCEL SHOWN FOR DEVELOPMENT IS LOCATED WITHIN THE FOLLOWING FLOOD ZONE(S) AS DETAILED BY FEMA FIRM (FLOOD INSURANCE RATE MAP) INFORMATION DESCRIBED BELOW: FLOOD MAP EFFECTIVE ZONE COMMUNITY NUMBER PANEL SUFFIX DATE MAP NUMBER X & AE ZEPHYRHILLS, 120235 0452 F SEP 26, 2014 12101 CO452F CITY OF CALL 48 HOURS R BEFORE YOU DIG IT'S THE LAW! Know what's below. DIAL 811 Call before you dig. SUNSHINE STATE ONE CALL OF FLORIDA, INC. z 0 U w z O U W w a 0 U) U x w a 0 U z 0 D > w � W OwC U 6 z 111/// w ®�®®111 ®•N oo cy�3 a 10 ®®® (0 M zv 0 to � co LL e2U1 ® � O 0:z d 0 J wz U) us LO w <C P- zw d :o ®cam <C ®: O ®. 0 Q s® ...... i DATE 07/02/2018 PROJECT NO. 1802001 SHEET NUMBER C13 G