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02/03/1984
02/03/1984 11, 101 OLD COACHMAN RD PLAYER CLUB CITY OF CLEARWATER POST OFFICE BOX 4748 CLEARWATER,FLORIDA 33518-4748 February 3, 1984 D. Wayne Wyatt Anderson Parrish Associates, Inc. 11300 Fourth Street North Suite 100 St. Petersburg, FL 33702 RE: Sanitary Service Approval, Northeast Pollution Control Facility Dear Mr. Wyatt: Your letter of January 31, 1984 requesting approval of sanitary service .fer-lb0 residential units at the Players Club at Clear- wa on Old Coachman Road in the Northeast Pollution Control acility service area has been reviewed. /D Approval is granted subject to current provisions of the City / Manager's limited sanitary moratorium, that approval shall be for a period of eight months from this date and will be void if all building permits are not issued within that time period. Very truly yours, MDirector of Public Works MGB:TCJ:cc Attachment cc: Terry Jennings Ray Wyland "Equal Employment and Affirmative Action Employer" Y T .. i.. _erc? ?rtWentai C.,rruZlpondence Sheet TO: Elizabeth S. Haeseker, Assistant City Manager FROM: Max G. Battle, Director of Public Works COPIES: SUBJECT: Sanitary Sewer Service Approval DATE: February 1, 1984 -- Attached is request for approval of sanitary sewer service received from Mr. D. Wayne Wyatt for service to 100 residential units at the Players Club at Clearwater on Old Coachman Rom in the Northeast Pollution Control Facility area. Approval is recommen subject to the current requirements of the City Manager's limited ratorium of service on the Northeast and East Pollution Control Faciliti . D t j Wi -f?5 MGB:TCJ: Attachment ?Ijt ` v^4 PUBIC WORKS DEPT. JM MGB _ CJ ? CC 0 WJS ? WCB RCS 0 DJC p R.O.W. AdK [3 DGB C] LAC p FLD, O JWR p CG p P.S. El AMN O RJM ? JRL ? KAW OTHER FILE ANDERSON PARRISH ASSOCIATES, INC. January 31, 1984 14r. Max G. Battle Director of Public Works City of Cleanaater P. 0. Box 4748 Clearwater, FL 33515 REFERENCE: The Players' Club at Clearwater Project No.: 83048.000 Dear Mr. Battle: In accord with conversations with the City of Clearwater Building Department, please accept this letter as our official request for sanitary sewer allocations for the 110 unit Players' Club at Clearwater project. You will recall that this project has been previously approved by your Engineering Department. The Florida D.E.R. applications for sanitary sewer service have been executed by you and subsequently have been approved by the Florida Department of Environmental Regulation. It is my understanding that with this request upon your approval will be forwarded to Betty Haseker's office whereby it will be approved by her and forwarded to the Building Department for final approval of the development plans. Upon your review of this information, should you have any questions please contact our office. Thank you for your cooperation in this matter. ! Sinc el', . Wayn ya vice Rr sident Director of /Land Dedelopment Engineering l ? f DWW/bar xc: Dave Bishop, ADCC John A. Anderson JAN 31 Ind r ? FC^ „ IVORKS C:?r . 3 ?V ?CO ,.,y,S a w r=;; AL: C Khvr 11333 ;Z-"- S- E- ?.- S_ ?.Or' S. c _ _ ........7J? (C 576 ;Vy• LLf ., L?l Cc:respondence R ect 70: Elizabeth S. Fz eseker, Assistant City Manager FROM: Max G. Battle, Director of Public Works COPIES: SUBJECT: Sanitary Sewer Service Approval DATE: February 1, 1984 Attached is request for appr of sanitary sewer service received from Mr. D. Wayne Wyatt for service t 100 esidential units at the Players Club at Clearwater on Old Coachm in the Northeast Pollution Control Facility area. Approval is recommended s ject to the current requirements of the City Manager's limited morato um of service on the Northeast and East Pollution Control Facilities. ANDERSON PARRISH ASSOCIATES, INC. January 31, 1984 Mr. Max C. Battle Director of Public City of Clearwater P. 0. Box 4748 Works Clearwater, FL 33515 REFERENCE: The Players' Club at Clearwater Project No.: 83048.000 Dear Mr. Battle: In accord with conversations with the City of Clearwater Building Department, please accept this letter as our official request for sanitary sewer allocations for the 110 unit Players' Club at Clearwater project. You will recall that this project has been previously approved by your Engineering Department. The Florida D.E.R. applications for sanitary sewer service have been executed by you and subsequently have been approved by the Florida Department of Environmental Regulation. It is my understanding that with this request upon your approval will be forwarded to Betty Haseker's office whereby it will be approved by her and forwarded to the Building Department for final approval of the development plans. Upon your review of this information, should you have any questions please contact our office. Thank you for your cooperation in this matter. Sinc el , 7 D. Wayn /yat Vice .'resident Director of /Land Development Engineering DWW/bar xc: Dave John JAN31IV Bishop, ADCC A. Anderson L t;'^F OTr;Lr, I FILE t_ORKS DEPT J . D Wis _ L r v 1 .•'l J Cr ?' FLD, t r S _ C JaL . . G K„tv 11300 ?c ?- S^ee- hen^. S_ 100- S _ e s? _ c 33732 (6`3' . 576-104'- • .c 22= _r CITY OF CLEARWATER Interdepartment Correspondence Sheet TO: City Manager Anthony,. L. Shoemaker FROM: Chris Papandreas, Acting Planning Director COPIES: See List. SUBJECT: rApproval and Certification of Final Site Plan ?,:i t. ub' `(Name Changed to Coachman Ridge) DATE: January 11, 1984 JAN Cl7" y CLERK On December 22, 1983, the Resource Development Committee recommended approval of the final site plan for Players' Club" := . subject to several conditions. It is the RDC recomme final site in thr 2. Proper precautions be taken to preserve the trees as required by the City Forester; 3. All easements be granted prior to the issuance of a certificate of occupancy; and Ise. 4. The requisite in' al -building permit(s)-be procured w-kt'rl`in. six (6) months from the date of City Manager's approval of the final site plan and all requisite,, c`erti-f ica:t-e (s) of occupancy - be procured within two (2)_ ,years from the date of issuance o'f the inital_ building -permit If you concur with this recommendation for approval, please initial this memo and forward the ten attached copies of the final site plan to the City Clerk for certification and distribution. CP/PH/cc attachment(s) j List ?Al?Andy Onufer., Building (2) /: lQp?S1Q Max Battle, Public Works (1) Cecil Henderson, Utilities (2) fa G? ? py Keith Crawford, Traffic Eng. (1) Joe Molnar, Fire Marshal (1) Planning Department (1) G? ?t tip` Developer /Project Sponsor (1) 100 1. The detention area be designed in accord with the requirements of the Public Works Department; Yr f s t i __? ...._._._ ` ?'????EC moo. X30¢8 ! - ---?,..? __-..___. 77 Dr i/. 30 ,4c. //. 2 9-7 CG. ?/, M: 1-57 2 i -7 -7 r. 71 -d d6,&4 4?0/?15 ?2v /2®o ?, 2 Q/./S -Q?----574 //, 6728 r _ ' ' S ° T /80o S. ¢ 3¢, /g lo/ 5 28 / -7 6 .?to 2uvo ?,? 2 /2 l?_ 9 ¢?3 23 8s? .??, 0?7 ??._T _ 30o a 300 / 3,'7 25,5 4f2 778_ __ B¢ °i6 75L' 2°l 20 JS, 78? -al 74t6 4 G39 4r3, S32 ? ?o _.?.-Q / J ?? ?5 .•,r?2 _ .X771 - --?-'- r. _?_? _....__..__.__ ?•!? ?mac, a,? ? 5 f USE ???7? C i l - 44 '510 f - ?d'?G??? ??^G? .?e'? G.T./, zC? 7 i 1 1 i 1 i i ? f f 1 ? f ? DATe, PROJECT: ^r?;?^: a CLv% cnTO R a51 C? .U?4? "? A. L15 a IA I "UN 1-U Ii 1'.i? CALCULATED BY:' SHEET N.UMSER nltrrntrrn n?r.° OF i JOB',"'i,.z,? L Drainage Area c^ [^ w C Elevation Crow of H.G. n El. H.G. Crow ^ ^ N Remarks U ° U Pi " _ .70 C p? o 2 c ro ro t C LL .. pe Corc, n.0.013 Up to 30 Location of Uppe r End w .. n ti z c " E L ro o I n ro ?' U? o u•o EN a s E " H o u o ,?v LL, 0u > N t? a w > o +j = ro E a ° "' o N u a ro n = 0,012 3G"-48" Conc. Pipe n -0.011 54" b, Larger Conc. Pipe n= 0.011 Concrete Boxes Location Station Dist. S r -J c in " * N?'iSOw' ' a U - F 'TZ'? loae,rYiMV,+. .:T_}gOeWW\VLIII' Nt1.fA0.Y:6: c ' :W'u+-, e•R . TY:.Ul.1 l . WMFRP H/ ?? r ???..T•r/-? ? L1?rar? ?j5 LT ,oa C2n7-IC- /n LE q e ??? 290 ? 'S8 ,45 24 ? Vin. 53.7/ 67,---7e- ±v,°p 4 - q,17(3 4y;"lc,- e.7,) o /6 .84 5,4 /a,o 7a rt 0 ' /?" 5 5 4? /o, o J?ti?T,???, ;3o,r. U s?, !f V 2 4 9. flB, C •12 ,. , Cr,;rr3 aly,5'?_ ?1.?, } a ?? 01 7 062 1 !,5 5,1 3,? 547 rs1 Z ? '/ pn/?0/ 7 /'f' / ?J ?," /4.J ?/ 4 ?j? ?,`I? ` ?((`'?(,?1 t'?f f ? r•!/? ??^ ? ?a (? ..fIJ f? i? ?;1i! ' ? c;7, (is? 7j,0 CD c:1 ? _ I , i I fi7,? C1 ? J?j ? ,?? c? . r? 'f 'f 7 ?O: 6. L7, ? ? 81 ? ? ? 1.4 .2? I,n ??.LL K/, E R 3 0 N Ua2ll ASSOCIATES9 STORINII SSE? DATE: ?%EC. d, / I?3 CALCULATED BY: SHEET NUM131711 Pt?QJECT:y?2? CGu " OF I JQ>Z P 8 a¢?3' a CHECKED BY: Drainage Area c Elevation of H.G. H.G. .. c„ - w Crow n El. Craw r N Remarks uc -- 3 1-4 o c o ° S a LL = [ c :3 a a u. U p n: 0.013 Up to 30' Conc, ip Location of Upper End V) j v Ni U ? a, L > W ? 0 a ?% n=0,012 36"-48"Conc. Pipe 0 _ 0 4. o o 4- ° a u Y1 c Y 4. ° r? uj a 01 N iJ n :0.011 54" G Larger Conc. Pipc rn d ' °';J p u' d V rd LL a o a n 0.011 Concrete Bores W N c Z *j S(t ? o .1 - b ro location Station Dist S a r L o r i= w r U ?U 0U ? a i . 1 N > U . "--'-- ??- .. lf ' ^.1[fi4 llrWWtUIII aY'ylniaN.[' Y1MY.LVi f q IL?? N4 NIT.V: 1.U1 '[.6iR:, AN/LI.!'114tM1 1, '.f J.d14)0.L • .i.Li,l LI [lYA.1.4 ?'?1.y:4 y 4:::.'f 7/f'r'f1.1" "..+-S`?"' ^?y-fdl^WJ^"L+11].GSiI1'JJtLLJ:T":?J::i?.1?'•%JJIi) i'.f.. ^ [W.n?' ywll a. ' N.t.tYn1 n+f.iM1fLA WWWtnW O.tll<i - ,, ?of7Q 1 5 2.1? /IVIf ? 2 I ? 2' ? ° ` I? h?? ?? 03 + D I c Spy 7b ?7,? £? ti?b?2 / off, ? D+ (n !?, l0 ? 8 , . a Q 8 ( l ,©5`? /, 5,5 Z?. u/_ 4 , 5Gr ;= 7 /2r?0 l05 L t ' ' !4 0 0 " 1?1 101 .01b ` 60 8+7#3 , 72 18 F I Y 1 l ? V L I N." I X 111 - - WET; C?_ ?1r ! I i. 11 o •J i . '.II ?? 5CN REc'?..?'E;O `=`:°:; 64- 6.0 ss T j• ; /Ji /11 ? 'I, ! Ft ..-- sz r ! I. ' ais ----1 - ? ? iIt I 1 ?'^----??1?1I '.; ? ,• / .. /'? t ? !: 'i ------•° -------- ---o?7 44 - 1 . Zot/EO l6 r'" `SrO,y li I!3 p tI, tiFi, r !I ?I a1 j } . i" InrrJ •'I ? J 4 fES tv1' LJ 11 MIAMI SITE DATA / 1, EIaTI1C . 1:1G - ICLI Li1;TfiD F. 11.9 Ei71ICT A i1-11 ??--_-_? 1 L--P _---------?`?' ?111(110 :1 73 = 226 !r----- !---- _----------'I f=====1, • 9T1itALS STILL II r -LL ------------- --, II ! ?I OF 11A1SPOL1• :10:5 SITE AM to f 11 = 1T6.13J.:1 S.E. IS.S76^ AC.,N.DfL. 100 ?f • I! y ! !' Al Ali EIME sit Si Ti Aifi1 iLOT 11 = 121.211.72 S.F. !1:330 .lC. N.O.L. 12.7 S !! } tAp 1'1 ! !t Mill liT 7EISi7T = 226 / I- SSE .11.12 : 1S.Il '9Y[TiACSB y?E? l? i II ! l . 31. :i R7i;:•11u :i:c"ND t :EI :6iAo S.F. "2.213 AC_ lye' ??L?{ t . 11.53 TD Cl" FA7 NE17 :I:DES AND FAsd:lu S. F. r? p ! 1.112 A. 21.121 ?? QJ IJ FAitINi "i1SAifiS C 16.142.00 S.F. 0.421 AC. v lA:IS. Ii:IS. TC.t 6.:53.70 S.E. 0.141 AC. 'E A1: 7EN1:5 C(_.V 1.3J2.a0 S.F. OaSI AC. D }3i ?i iAIVITU F90L l.:•i : LEGEND ` S.F. 0.151 AC. o.ia 10LIC1 .07 AL :9:;i::;:S Am : 300. ii.70 i.P. 6,1JI AC. - '? OTIL ?PEI } 50.:41 c . (;1111 A111 z 177,7)1.Si 3.E. 9.111 `AC. SS.1SS 925anoAri i ILL nm.P~ -mss/ i To TO TEE FAit:NS ieiiiiElE11S: • _ .rr" AMW I i • A?? J~ ~r .wri»r LS Hi1Ci5,'.IIT iEGO:ifiO :12 !?A10[CAP SPACES iEG0:lfi0 - 6) &"~ mro? diet t IC 1101- 1.32 i?ACES.:IIf ER6Fi08D 4It {6ANDICAP SPACES FIOTiii$D = iI} --wry Mr wren i IISTOU6 iR awn HE" 'f0/ FUi4rri.mWaP"W.. i S, .1711101:11MMI iNEi?N6NTS: --? ? r .?slwar,mwAmaar ! W1E 1111 :E$ICO_AR :5$ Ai6A s :61.11/ S. F. ?? ?,M nammsuaa? .. 0 IT 1 EY 01 7E6::::A1 051 AS81 • I.ii, S.P. $11(1110 Certified as a true and c 6.11 IITICI fTSTp ';-Emil C51 AREA : 'CH" i.F. ?i0YI0EG Development Review Comait ivrl•?%? prp7?7- N1txss my hand and the s ?o ?La 221M day of January, 1990 OFEI :;AN E;R Euif IAi7 i 10:110 ISJi1 : 10,:17 S.P. jg( +waw?? ieyy '? ULL it sonill :rEl 5?A:R F:R Ms! ?AU A31i::•s7 ;:`.i) 11.163 S.F. A $ot 11 '11 (ITT s7t.O:16 5Pi iiTf t_? ?' , Cond.tlons: (??• v - - •"? I. Signs and fenci :Ii*NT',Ai-03 i-sAMP 12.14-891 2. Ingress/egress 30L'uai: ?•! li2 :v?`? IT M NE::11 it UN $ii$ easement must b f( Deters and hydr FIT. fit AC I i75i1 :65' 21• 41' 3. Dumpster must b EE 111111!11. iC 3 i:Cil 154' 24' 41' Zj 4. Requisite initi ED I i:SiT 15.0' 2I' 12' JAN ' (6) months of e requisite eerti LI lAT11 1G 3 S':RI 15.0' 21 12 (3) years from • IYiL0I1.S P( S. The plat shall i lAA:1'.Y i::E :7EiiA.1G : 1171 DEP 6• Revalidation he force or subsea 7. Prior to issuan, :1 C0/1E:1IL FWfi AIEA RATIO: DES"iI?TI01: Permits shall b LIASIAM 01:75/K0G. /L00i AREA : 26I,G2: i.F -mA A':ISC41 WHOLE,, FLO01 AREA : 4.211 1.F. L0Tc1, OF Fi Fi15ED ReT CO'7i7 5P50I1I51UN. MAL /LOG. /L001 ATE/ : 201,100 $././121,211 (1171 : O.IIT VIA !DESCi?ETINANARI Pi A7 F:•i CONFLfiF L&iA 49 PREPARED BY! (813)447.462? O.YOUNG a ASSOCIATES, INC. POST COURT ENGIMEERS • SURVEvORS COACHMAN ROAD "MM OELCMER ROAD • CLEARWATER rl 34M MODIFICATION CLEARWATER, FLORIDA ;01.vltr ED rPOST D. INC. 4830 WESTE EN EDYEBOULEVARD FINAL SITE PL1 1 ER ?R 140. UAtE SUITE 340 TAMPA. FLORIDA 33509 TEL. 287.0177 s? /? ? '???s•e>...ea•^o:a•• ??+?/^.• ^,?.t. •tn•oevice!??oo'e -•ssc?•r qr? y .T Y 7?+•-, yrr ? "???,'? r' ? ? ` ? " '' .WE?? ET? ENT p '???? ? r . l L F 11.. t ff ' r ?4 k ` a : p _ i ' IT""i •ri `.:'1{ ?•ay V?/ f ? "??71 ?Q 'v. ?, ? ? 'fi' ??'- ? ?1.?! ?cY6D ??_ ! ;,?;, ,X .....rte.-_-? c.'. 'S,,,.._,?.i?,,:.'p ./ _ ??? OA o, G + A O A+` ?,/ d 5,- Oft4LAT _•a 0 a t?YONE'G,Ld? + ? p o`4?J , ?-q ,v ' ? a ? 0 \C' o ?.RJ e a° f a $* pfI J ,a Q a o N ? i? COS CSC., q a A ° oV ° a° 4, o [IStIiBE ?l J l ?P rim ., ITPi PLI01 a * a , p 3 ,+?;I?' ° r °C 8 . 3 ' , lIlSttla ytlb r NO Willi CPtIC[ S!mm- 1' [-2i " L' 19t t ?l'' Y 1? 1 1[IIALS PIAL4 a p e a a P °? p o ° :_ a r .? ' ° o off TlA1SPOK C?SS.S[tP AIEA ii0l?1? " s ctF,14A.5f°51: o#S.S;,i cfc¢(?.+ L Ift.Iii ?r ° a D A.rra o a ` ?Ci'I1?'BPTPC['p Sa? SIIP AanAi)LOt'i} sr62}ttil } 1}:ISI rlCdlLif.L. ?? G9 0ffiY1I56 0 1K iE1SI?'! w a -221r 443, = i5=l1• ?N[l lr { u a ° o a i1 r o r g ?ti.1? c ,: r, a ItlLrlla ;-"V Co s Sl 7iF 0/ 3 P. ° C + r p? p c y ° t V.31 !0 CIlf a y oPATtlE1:::tt1 S A1f'PAYPI1u.. 6},SIi iQ l.t. t oh "AC. s +x: 2t..t? ` gib- P PAi[1F9?lliuaSr n„' ° '• 1f'41? f? f P Q a i:122p iAC ?(#? (1ALlf: dFan,; lle'% ? ? tl lS7.,S?? i. -e AA.I{t ? v # 4#t ? o 1iJ11IS LCZa1 4 ?;;i+ ti ?ZAff 1.151 it l.)2 ^'` . ?'-" o y a tI ?11TA![[" a e'u . P006 x + -'; y' r53t.01 sit,: ?.IS ' ,Aa, ° LEGEND 'Lin- , S01ICIn ,' ! .1F_'tl,u7S AYSAs s rSf, 9?fR S t. B AC. _ 6.. ?• o e O° , ° ? ? O., ??1 ? C. '• S?t•itl ° ?`l? '1?y"?''F'i?'?.""'?' °'-p!?ww?..? a ? '3 '. o ° ., ° o O - 4F????'.iw/Il?f?irr!'..-?..??r..; - a !Y/ TDlIE ° ° P/IItPG Y:i?I?oHfi{!b p o o ?,? r; .ri,;,.io, .?;• g I:s SFiCi9? 1I! tipltiYD? : 112 a. I'it fPACfS"`1IT;PlOTIDi1 , : ° a1?l10ICU'SPACEf }Eplt/ s '[? n -any :ip p , r 43, C 1121 = 411 ? QIU1iICALSP?CE4 ftOT[[Irs??#) ?O ?° r .rsir? "'i ° ti SA3AGii S9Gtn3 p °q - a q - o um m '101 fil ° ' ° ?; W Ii111t0l.'AWSCAf.1;?tQifu'i?1!1 ap -0 •s _ r P ? ? 1w r ?, ? "?lOt[ 11111°? ?Q 6 ,tplC,7LAt 'St APYA ,th?' =??? fii?fl'St%? u •Q ,' .u, ?; ° ° y a =` ? ?-? W 'I tl tI I Ef 0t tE['. LAt 01119Ela s? S.iff's;f rl a„ ac. mamaw (C&tifie?"?t`si' tWll[/ '' a , . 4=er o ; "r+ a ° i Owtlopeatt. Ramat Ca Ol KKq, J 1 l[ 'O? TEY.w'TLAt,CY[ _ AYPA ?y'? <l,1,Ii1 :l ? PbT;OII ° , w ? ' a ? , ' ,isrryq?, O ^ ` ' , ' Yttness ray' bsnd? < d] to°, ? a 4fE/,iPACY`f 1 fL1f;TAa1 srisi:[?1S}l? ? 'ce'fi,IilP,/. o ? a . ? .o ;watey?? "" ?" 9tt/ SPA6t.X't YPi1t1AlP Y9TIiZS it1 s $ YALL"1[ 1?1t[l, ,# t• 3 a ,?3?i.us s j,... a a ° a P? o o Qf0/ Il` 40 '[t'CITY ' - /11iLit?l6 Ytty`Pff d? ., 4 ., v fir, a ° r ' Est t? ,Q ? e `? o` oaa o •:Y ai rrt??; ?'.a F j1S ales ?ae f o (IYI6Yt ijt:A1C[ + AiTYI 12;f4-a81. > [ " n o ° a d 'W"sst PYL111v: ;MPrcAI Yt " k1 Ella © ?ttrs t rtrt.,ttt[? AC s sscit Q t s? 9 riP xalR. ? , a v ?, Drupsta ![ ft[TPltt/; . iC 1,1'bYi ?' a !f:?" t2N 12! ° o' u y to I s *Clt AN 4 isttrkt q c si t a IAttl . sa 1,3`0K r%gutslts dl! PREMED tlvt' " ` n 4 TEL. 287 0177+"^ n Cd • r Csox.?ykr.. ai?,?,a!a,? reo•r ' ? ', oCat d ny :fxvmer• nyf D! IO+W?.CIO M OAY ?R. •nN70u• OttIMSW? v y j ^1 - _ _ _ _ _ ~ ~ , , T w ~s _ t _ . ~ tz y~. .:z~. , . ~ v ~ _ - - a c~ ' - NOTE : SURVEY DATA AS SHOWN HEREON _ ~ PER: BOUNDARY AND TOPOGRAPHICAL SURVEY BY BOUDR;EAU, SCHOEN, WHARTON, LNC., ® ' .GROSS SITE AREA = 357061:32 S.F =;8,197'AC. = 100.00°l0 . _ DATED "AUG. 12 ` , 1983, ~----P--t = EXISTING POWER LINES - R OM ` AMERICAN DIVERSIFIED CAPITAL CORP.. ERNEST B. NORMAN JR. 18. ONE BED 0 :DROOM STUDIO UNITS ~ BUILDING AREA = 95527.08 S.F. = 2'.1,93 AC. _ 26.25°f° =D== Exi I • RT N R-MAN ~ ~ ST NG STORM SEWER PIPING _ _ 1410 N. WESTSHORE :BOULEVARD J• ROBE 0 ..'.REVISED SEPT.1 1983. PAVEMENT AREA = 113 1'30.00 S.F. = 2.597 A.C. = 31.68 °/o . 40 -ONE =BDRM.I ONE = EXISTING SPOT ELEVATION SUITE 310 3630 'GENERAL' MEYER AVENUE - ~ s )RM.IONE BATH UNITS , REC.f OPEN AREA' = 128 802,24 S.F = 2.957 A.C. = 36.08 °I° . NEW ORLEANS LOUISIANA 70114 52 -TWO BDRM./ TW( T U T ' ARM. l TWO BAH N I S ..RETENTION. AREA = 0 ' .F = 0 .C. _ ~ 5. 9 ° ° --fA; = EX}STING FORCE MAIN (Abandoned) TAMPA; FLORIDA • 33609 , : ~ ° {504) 366'-1.711 1.9,602.0 S . 45 A 4 I TOTALS = 357,061.32 S.F: = 8.197 A.C. = 00.00 ° o , _ = sti = ExIST ~W M (813) 876-5126... _ . _ _ m _ ~ ~ LNG SANITARY ~ R. AIN ~ 110 UN I,TS ' 1 1, NUMBER `OF UNITS = 110 7 = PROPOSED NUMBER OF PARKING SPACES ~ t PARKING 'REQULRED = 165 _ H = PROPOSED HANDICAPPED PARKINGSPACE • - P I G _ D- ARKN .PROPOSE D. WAYNE °WYATT 1 94 ' -I I = TREES TO BE REMOVED ANbERSON PARRISH ASSOCIATES D TY 1 - 7 ,I T R ENSI (10 • 8.19) 13.42. UN S PER AC E - TREES TO REMA I N ` - NET b S - _ • ~ EN ITY (110. 6.875) :16.00 UNITS PER ACRE- , 11300 FOURTH 'STREET NORTH . _ - ~-W--W--~ = EXISTING WATER MAIN EXISTING _ , .ZONING RM 16.0 ` SUITE -100 x x-g = PROPOSED FENCING 3 2 EXIST ING LAND USE _ RES LDENT IA L I OFF LC E ST. PETERSBURG, FLORID 3 70 ® 576- 049 2 STORY BUILDIN S X U T G MA IM M HEIGH 25.00 FEET = PROPOSED LANDSCAPE TREES (813) 1 S l N G .f, . LE STORY BUILDINGS, MAXIMUM HEIGHT' =:15.8 FEET. ,f, • • . • Exist:10"San. ` Existin storm ~ NET SITE AREA =GROSS.SITE- PERIMETER:LOOP sewer Main Existing 'storm Sewer,, :H: Top 55.49 ~ - Sewer . M.H Rim 45.88 Inv: 18~~w 51s4 25 ACCESS DRIVE = 8.197AC.-1.322AC. = 6.875AC. ihv. 48" W. 40.85'' inv.<3G"N145 `46,84 ,r` Existing; Catch Inv. 36'' S. 40.75 ` Basin : ?op 44:76 Inv. 48" E. 40.17.. EXISTING 8" WATER MAIN ...Abandoned. 6" C.I. Inv: 39.26 Existin 2' Vall¢y Curb ~ Gutter Forc¢ 'Mai n ' F--W ~ ---W----W ~ ___=_________==__=_________________-==-=e o - 9 9 - _I i ~ =r~P - 44' .Paving a g ~ - u - t, i`r • Existing 3E" RCP Storm Sew¢r r7 a o _--54,M1'' 95 a° -_---~55a ,sc~;•3__ 6$__-_---55,g~--_---5a.p9 __-_-_54-`''S_-__---- ~ k_---_- 55----_- a~ ~•~------~•3U ------453----- -----54`09----- 3•~` ~o ~ y--- -k\- 5 y5 55 53° 5 5fi -Ti5 5 3S' - - - - - - - g yS h Q~ ° p0 p1 k~ _ i P ~ _ ` ~ , I' - ~ r~~~ 'l ~ I I Fj N y ( ~.o p 0 9 o v ~ k , ; 1 ,,9 50. ~.k 55.Z 5p.ti 3.9 5qa ~ kQl ~ . Dt1 a(0 \ r-Ll'~_ I_ Sq6 ~ 5ke 55.9 555 yp•1, y~? 5~0; 556 5,r .2 5y. 5~°ti I g ~ N~' , 5V 5~ ~ , \ o 11300 Fourth Street North Fl . r P r - P P P ~ P P ~ ~ , ~ ~ ~ ~ Existing Grate Suite 100 ~ L-- CaRASS AAID,LAIJQSGAPED q , ~ . ~ ~ ~ ~ Top .44.31. ti q , t„. ~ I) St. P t r b r, FI n 7 ~ ~ 3 ~ eesu oda3302 15lAND t , ~ a. ~ ti s ~ ~ ~ 'Iriv. 48 ,W. 39.31 ~ A ' t , , Tele hone- 813 =1.0.1 T ~ ~ ~ p FPC Transmission Tow¢rs - ~ - ~ ~ inv: 30" N. 39.32 .'Exist: 10.,.San. ~ Tampa 229-1730. 4 Ea Lin¢s c ( h • ` Inv. 30" E. 39.26 Sewer Maine / k II , ~ ~ n , 5 h M1 ~ 'p ,:VO .g WM1 yg.0 a°8 V~ y1 °p • y1 p.. g`. h ~ k ~ °i C ifi A - ed as a true ari c" rr?cP L~ ~s ~ ~~r~~~f I~ b Czt 1Viana~er: y ~ 11'•x,` , ' • to rl - - ' e ~ A~~ tnevs rig han< .anal the ~~«s ~P'P, f p P P a 4 1 Cf t~_d j co F P P , rn I ~ q° ~ a Cl water'Florid h r ph, 4 k h ~ ~ ~ 1S ~ 3y 12 ~ 10' 12' P E R FLORIDA OW R LW TER R I W m` ~ ~ ~ k a '=j'~~ . • ~ ~ .esea,.~/.. ~ ear. ,k, ~,.i ~ . I O.R. 1450 Pg:-150,151 ` 150,151 ITIONS . a, 65°i , i''.~?+. m' o''o a ohs w~s-~ I II . N 2 \ , ~ler~ p 9 ~ Z. P .a . 53.4 y.• p 5,.~ - p ~to•- q' P , s _ , , ~ ti °1 S•4 ~'V. b •y 56`p P.__ 5' y4 r9 ~ .-g4g-- . 51~ .~'9 y0~' P _ , .NOTE'., - , ~ l , e . . ~ 20' UTIL. ESM'T. II ~ ~ < EXISTING SMALL OAK TREE S TYPICAL HANDICAP pA'RKING SIGN. LOCATION. _ SEE'. II ~ 1. _ ~ v ~ d 1. The detention area be`"dn~ed°~n accord with TO BE RELOCATEp'ON TNE_ ACTUAL SIGN SHALL E B II~L FULL ACCORD G3 SITE AS PART OF THE LAND- WITH APPLIC~4Bt.E LOCAL STATE.` . , o OR OTHER 3CAPING PLAN. C.OiaES AND/OR REGIJLATIDNS. h.ti I k3 ~ I ti~ the requirements of the Public tiaorks Department; a a q3 ad' 2. Pro er reeautions be taken to res r 0 P P p eve e SIGNS ARE TYPICAL FOR ALL HAPfbICAP PEO PARKiNC~ ~ Existing. Grate trees as required b the Cit Forester' II Y Y s Existin y STALLS. ~ ' Top 40.12. d I .All easements be ranted rior to the issuance 3 g A 15' Water Main Esm't, ~ _Pumping _ _ O.R. 2343 P .61 , - - - ----9~~J Station w/ Inv.3 "E. d, W:3 2 m 0 7.1 W of a certificate of occupancy; and ~ ~ 120'x 20' Esm't. J - 4 Ov¢rh¢ad Pow¢r Lin¢s I~ The requisite initial building permit{s} be procured within six {6) months from the date ,~~.a3463-354 _ , c , ~ ~ - P S 00 41;18 W - e ~ z ~ P 919 . ~~4 - - ~ ' !19.94 r-,~ F ~ `P I , co- of City Manager's approval of the fans! sate 5~ F y ~ 5 -X yh y 5 ,a- g°~- a'% ~ y a j C.M. • ss .o g a y y ° ° ~ y 5z a - - 500 _ 5 54 ..:r- SOD 53'S 5~'3 10' SSA '5ti°a - , t 5.~ x: - y~- o- F ~ _ n _ ~ p3 ~2. q3• plan and all requisite certificate(s) of s ,a - - occupancy be procured within two 2) years from E ::p~ ALL SIDEWALKS ASE FouR (4) F'E~T TYPICAL HANOICAp PARK~IVG SIGN SEE FO FLORIDA POWER EASE WIDE ClNLE55 OTHERWISE_NOTED SEE DE A • ~ t ,f, the date of assuance of the initial building WER E~SEMENT,AND-1NCLl1DEb _ 2 , T IL 3 ~ ~ RAM G4' PET UTILOTIES TO BE RELO SEE DETAIL • ~ _ C ® y CJ r G 2 ~ i--~ - ~ permit. , B G.. RELC~GA 1 Eta AT ®EVF6.OPG.RJ r1 'J~.. : 1-" 2 - C4 ExPENSE. I - : Thr ' I: i,T ~ C a . • Three:". Yr les ~ .s ~ 6 3 4 H ,:•4 a : - a .a i RAMP TO fi'1 IN E A GE H 15 $ H ~ ~ 69 ; I i,,,,i \ ~ I> ~ , s aLDv 2 4 ~ I • _ ,,I Existing Grate ,I , r Top" 319.98 ~I. 1`. , , . ~~I r,i N ~ H CLUBHOUSE 15 z4 Inv. 30"E. 8, W. 35.93 I.I' ' . . InV. 310„ .N.W. 35.13 I f'"I N :I -.POOL 12UNITS Y g~~1~Two5„ , ,~w (B .OTHERS) ~ Y ^ 12 UNITS. ; _I,, H ~ • -1 ~ Il In ~ g ' i ~ c R n .0 Two 8~ • ~'HE R 2 ~ ._.g5° a ; . I I I ~ I i I ~9 ~ ~ p . d • N ~ 55' ~ 'h'' k ~ ~ w, a Tres 12~~ 12 t~ Y ~s 5 , g 3 d d • 2 ~ • N F Tr ° / \ ~ • 2 our • . ~ I I: I . ar , t..,,; , 40 8 S Odk ~ ~ ~ 22.G7'x 24' MAINTEp I A NA 1 DIN I I;°• I NTE tJG" CSEE'ARGH• PLANS I ' . PLAN,tS,:bNEE'T A-12) I I { , . LAN®SGAPE g ;FENCE BLIF~'~ ..AROUND I .~I Ir I ~ . ; • our 3? aks . • ' PERCh1ETER~OF PROPERTY. I f'I I I - 10 ~ I . ~ I' 3 ) k o 5~0 5g"8 N yy 9 gg g, a .4 ; 2 Oak 5 gg g6 gg. Sa° - ~ 2 30" _ g 5 II. 3 ;.j 3 3 . a4 0'k 50e ~ M1 .0 r .I ' ,Z Oak _ ` I TYPICA ~.E ' ~ ;I I,~,. L W H L SLOP w s. ,~1 . 10' Ts=. N TENNIS COURTS L ~ it ,i I;::I. SEE DETAIL 1 SPECIMEN oAt~ : ';IBY-OTHERS)" , , C 3 A I 4~ ;I 1 1 ® ` TREE NOT TO ~E N ~ IaA MAG Ei0 0 ~ 55 e A ,p 9 Z 3 8 ~ ! 53' ~ 57.4 g19 ' gp°7` 7 3 ~ LJ ~ 3 g9 t, ;.N . • N ~ 4.z Existing :Grate _ Il' , ® - Top 37.18 Inv; 30"E. 33.83 I Q , . ~ ,.:'.Inv. 30" W. 33.73 ; o C - N , 1Q x20' PARKtNU 5TAL1. (TYP.) ' ~ . • 10 UTIL ESM T. r 8 p ~ G - . 5 55.b gg. y° g• g. 2• .5A06 52'~ .59.0. 1,1_ 0°h _ a ~ k~ ~ _ ~ , 0 1 FENCINta OF REGIEEATION J H ~ E g qq , p1 e W FACILITIES BY OTHERS, ~ - /T Existing Grate ~ ~ ~T 6 ~ ~ :r'. . . ~ ~ ro _ 7 Top 33.61 S ti ~ o0 a ~ E .Inv.30 E.8,W.30.11 " 12U ITS °11 . v - D 00 F II B , o , 9 ~ , , 4 30 0 r g ; r , 4 gb , 0 gg. 5k• ~,t.4 ~ 5a, ~ q p M1- • , ~ 52 5~, g d . - 31 ~y. ~h h, ~ ~ ti , . 4,,5 ~,,P , o I 0 07 , ~ ' 13 12 ~ ~ . 'Ji - ~ . ~ 12 ~ II i ~ Exist. San. o ~ Abandoned 6 C.i, ~i' Swr._M.H. I . L•' ,S. ~ ,Force Main I 2 _ 2 3 _ 2 '~c,.. RIM 32.50 ~ . , `INV. 28.48 E.&W. H ' 9 $ ~ / - (o ~ (Subj. To Verifica- . tion) • ~ g g 5 5h e . ~ , 5 y 6a 53° Sa'd' 6b' S3'g 52'8 5 ' a•6 3 ~ o g. q._ h, ~ ~ 3 3 . ~ t° y a . ,9 ; . beg a1~a 5• +S 2 - Existin Grate 4 A 9 ~ ~ Y S - a ~ CL U Top 32.61 ' _ _ _ _ 9 .D ~ y y°' e 90 ) „ ~ I nv. 30 S. ,27.91 p' S`p Inv. 36" N. 26.86 - - ~ a gg.. 5'" 10' ~ --50~-• :5 _ xistin Swale> ' ,Inv. 30" W, 26.81 35.15'... F C M 5 . ~ x x.-~ _ _-h 4 _ ~ F - 53•p s~ ~ '~.n qQ~3 e ~ 6 b hs - Q• -~J 1 - z~ 55 N 01° 03' , 04" E g h g _ A i 5 0 - -,k--# - ,Q - _o ~ Pen t o E. h <x I a a 20' Drg. Esm't, I U 920.00 a^ FCM kti a° ` _'l 3~' ^~~D 3~ n a 3 I) ,fig I acv r to n' m O.R. 3535 Pg. 665 PROP®SED CoST®C{iADE FENCE TYPIGAL`DUM STER LOCATION I 361.85. m FOR CONCRE.TEI`5LA8 5EE 13: II SEE ®ETAIi I p 10 Florida Power Corporatror 1P. ETAtL TYPICAL ONE (1) STORY UNIT Corporation :),R, Book 3532 15 Drn,g•! U I I ` ' c' OF. x N As Of Record In O.R. (All other units not cross- SEE A1ZCI4%TECYURAL;PLANS C3 I Book 35; 4 . • C 3 =1 1E.M Pa ¢ 690 - 693 hatched are two (2)story.) CLOSURE pETA6L 9Al CmGF 3815, tll. EsM,t L ; O R P9 894 ® L, Exlstin,g Asphalt I u NOTE: • 3815, 9• 98 m II 3 y~ III EXISTING I WE A a ~ Tennis Court I~ ~ F _C )W ET- FA i LLI G TIES TO 15E 3G , Al c e q9 5 I III RELOGAT D 15Y FLOT ~ J III _.3p, 3~. BY FL®R1'D A POWER® I II _ 0F_VEL0ER5 EX;=E RS EXPENSE. Existing.' Grate 50' L I II II Top 32.61 DRAWN BY: G.R. I III II Inv, 36" N. 26.81 v' y ~ q •p I I II II a I p II } 5q 5g. 5q 55 v a VICINITY MAP lnv, `30E. 2676 xist.10" San. ,a o gp 60 ~82 o SC'ALL 3' c: 2 0 I ~s G a Vertical Curb Open to W. Sewer Main CHECKED BY: OI lgz?~°~5a I I ' D Q EAPV; t .-laTEr 11 10' UTIL. ESM'T. DATE: DEC. 129 9g83 ^9AN0R z 6g I i m: UM A7 0 'a{ II. II II n HADD CK m~ Q s~ r-r II 'Existing I :Ir o sPhalt Asphalt Parking Lot II I i ~vocnO If ICJ oe` GAL DESCRPTION 1 _ LE I _ RO l ' c:7ro co GRAD NOTF ,EGG kb q'Q00•' u No: Dale: REVISIONS THAT PART OF THE NORTHEAST 4 OF SFCTION LS) TOWNSHIP 29 SOUTH, R -+m ra; z,Rti _ FOR DE'I'AILFD DirSCRIr--TION,, EAST DINE L+N`TY r,ORt GO zJ n L WOOIkF t MOOD , ~AS CCJ, r~DA DESCRIBED AS FOLLOWS: r;~ m E~,~,a BEGIN AT ir- E NORIHEAS ~ 29 SOUTH, RANGE 16 0 Q~.-D~°~'~tKIG ; "ORN€R OF SECTION 18 TOVtNSHIP LOGA`PION AND INS7RUc-?IONS ~ I 12-23-83 PER CITY REVIEW mI APPLE alA:- G~~sIzl~ hFN EAST AND RUN N. 89a39114nW, 100,02 FEET THENCE S.01o0310411W. ALONG THE O Io~ET OF LANDSCAPINCa 5Et? SHOE?5 WEST RIGHT-OF-WAY LINE OF U.S. HIGHWAY 19, AND ITS. EXTENSION, 420.63 FEET; A' I GTON~G 2".~I ~{xgR~AI L- I L-2. THENCE N.-89"4015811W., 600.06 FEET TO THE POINT OF BEGINNING: VARS D I o :C ;NUS N.89`401581111., 0 1 It 391,05 FEET, THENCE S 00 4l 18 W, 919-94 r ~ ' I s v FEET THENCE So 89'40158"E--_,, 335.22 FEET; THENCE N, 01° 03' 04"E. 920.00 FEE; z D=~ '._-M ° O 4 a TO THE POINT OF BEGINNING. 10 TERRACE a of - . c...... t CONTAINING 357,061,32 SQUARE FEET MORE OR LESS OR 8.197 ACRES-MORE OR LESS, s RANGER Z E~ LQ~' >9 `~j Z Q a.:::. TOGETHER WITH ALL EASEMENTS APPURTENANT TO THE ABOVE PARCELS OVER THE NORMAN -DORA and/ 4,' TI indicated to be removed ' 4 The pro osed tennis courts and swimming TEfviF r r >~R1gf:::STt: sR.99 - 1 or RATION RIGHT-OF-WAY FOR POWER LINES ALONG THE WEST SIDE 9e All trees as FLORIDA POWER CORPORATION - remain in place, shall be in full accord with ps pool with decking, is not included in-this OF SAID PARCELS FOR ACCESS IROM SAID PARCELS OVER SAID RIGHT-OF-WAY TO r c' r~ c;+Y oF clecrwafer clearing and tree removal C( ~•'s. zl contract but-will,be contracted separately COACHMAN ROAD, AS RESERVED AND DESCRIBED IN A CERTAIN DEED RECORDED IN 1 ogo o°I ~hN•~wOO !,T E Gq0 O orainances as well as any issued permits, bI EAST A bY.the owners The contractor shall grade the `I .•:D PAGES 150 151 PINELLAS COUNTY RECORDS AS FOLLOWS: P O.R. BOOK 1450, , .F ti tennis courts and pool areas per, sheet Cr2, 'a"ITE PLAN - I AS 2 The Site Development Contractor, shah, provide THE RIGHT Y10 BUILD MAINTAIN AND , OVER ROADS AND STREETS ACROSS THE A TM HOLIDAY RAh71ANOA INI. TRAVEL r yINN o r-4 all concrete sidewalks, ahutLzing actual pave At SAID PARCELS OF LAND' PROVIDED SUCH ROADS AND STREETS (1) ARE CONSTRUCTED A C6R` d DWRES ~z r r H,a 5 ALL CONSTRUCT Did METHODS e MATERIALS, AND. INSTALLATIONS THEREOF r` SCALE; 1" 40° 0® JOB N0: S}{AI. C' I3>r IN 5TRluT ACCORD WITH CURIZCNT'CITY OFCLEARWATER CROSS SAID PARCELS OF LAND APPROXIMATELY PERPENDICULAR TO THE EAST AND E Trent areas with remaining walks to units and S) E 0 m s m A G~ F TO BAYB CQmmO1a areas by The Building Contractor or I~I ENG3NEERING DEPARTMENT. STANDARD;. SREl-MCATIONS. { - . ? ) 1, WEST BOUNDARIES THEREOF, (2) ARE CONSTRUCTED AT AN ELEVATION WHICH IS NOT 0° n. ~D Bftvvl axe of ers, IN EXCESS OF THE EXISTING ELEVATION OF COACHMAN ROAD AND (3) ALL PARTS RA CN N _~z o cuR~ A GAP,+^~ g m i T RES THE CONTRACTOR" SHALL B TOTALLY ;?CSPQNSIBLEFOR ANY'AND'AL SHEET NO: d o ~s w OF WHICH ARE MORE THAN 25 FEET DISTANT FROM ANY OF GRANTEES LINE STRUC U rt+a: ozt.;:::SHaPFENC b 7 A' l n < I 3 For complete building dimensions, see FIELD..LAYGUT.'AS MAY BE REQUIRED FOR'COMPI.ETE-qb' ;RUC7i0N OR RELATED v _ EQU_ IPM_EN. T r FACILITIES OR ACCESSORIES THERETO. IQ ROAD xY: m r . M Y?Gi ; a -~Hao 1 =o -I- r a. chitectural plans. Bu,oang ties and 7 E k atn~ r• v . THES£ E PLNS ARE NOT TO BE USED FOR CONSTRUCTION & PE HITTING 7 THC CONTRACTOR S}TALL; FICLD V RIFY AN AND ALL EXISTING . r CI NI'>=br s CONSTRUCTION . PURPOSES U_,?LESS SIGNED AND SEALED BY ANDERSON PARRISH ASSOCIATES, I C. z SUBJECT TO EASEMENT GRANTED TO FLORIDA POWER CORPORATION FILED MAY 3, 1971, C'7 setback dimensions are to exterior GE , Pu n I <a o~ AC D-z MAG;N Lt4 'ARUM CONDITIONS PRIOR 70 CCMMC} NG } , NOTIFYING- APA, INC. ENGINEER OF ANY DISCREPANCICS,' _ IN O.R. BOOK 3532. PAGE 690 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORID EF SOMME= 111mil 1:11m; alligg A, cYO.~eASCOM y, buildin walls. El 1211 m __t _ _ _ . _ n . _ _ - _ _ _ r . ~ a i T.t;. ( . _ iid...v......+._+~.__.- o.: 4- s....vuvc -..va.u ~a v._-~..._ ,.~.=.~..u. - .~mvr..v w....... a _ x. _ _ '..a^r.-~-..cs.>. ......._..ac-v.l.,..iv.~...-.--art nv.__....~,nv.a_..~vav-`.:~....y.~w._vc.~v~..x.._.u.a~_.~-.....w..~.v.-~'. 6Ha F„A\x'~C'~ - . , - , _ ti...~~._: , v._. ~ ~ _ ~ _ ~ - _ . b "I. Y e - et ' D' Duringcoristruction, the permanent: re-tention pond shall' ~L A~'I~~~ ~T~ L. „ , r be utlizedas a si2tatio~ basin to provide temporary' ~ ~ 1. AGL CONSTRUCTIO~f: A3E~'HtiD$ . MATERIALS AND I~lSTALLATI! i e I °sedment and ostive'remed :'against downstream siltation, ' i~?STALL~1TfONS THERLQF p y the foregoing controls will be enzorced for the purpose of During construction activities as well as upon completion - Ji'ti.Arr(.• ~I~ ~ QTR#CT a~C44RE~ •W9T!•I CIiflRENT CITY OF CLEARI e.., _ c~lGiriECfl11~G 0•~~AIZ~'McNT, 5'CANpARD SpCClCICA1 dONS, rY of CLEARWATER reventin soil loss and sedi~ent"de osition' of the ro'ect the and wil be maintained andclean d ~~P05~ COiG~PPED;.f'A~K1~1~ SPACE , - a 11ONS, P g P A 7 p . k.. e r_.a out with an_inspectiom'of retention pond facilities as i_ ~ a I ~ DFZA~iP~~~ _ . iPIN 2, 11iE VONTRACvC~; S~Ai.w '~I: "O.T~Lf.Y ;2CSFO~i$6~I,E FOR A ~ t ~ EAST N. ~ _P t ~g r ~y' ' 1 ~ A No disturbed area gill be derc:ded for Wore t4an'thirtp :/30 finalized by the City En ve'er's office. [71+G rFOR AIV I I ~ ~a~, . 1. 1.. / .x, ~ ~ - - I"!E?,D s.~.Y4U~ A~ ~aE flEQU1RED FOR• COMPLETE CON? ~ ~~®P®~E GRADE E~„E1/~4T10N - PL>=TE: CONSTRUCTIaf~> ~ calendar days unless otherwise authorized by `the City; Engineer. - E In as much as the entire site will-be cleared and grubbed,.., Lr•25 t ' • , ~ • -sl~~ DCTAIIa sw~~Y~ roe, ~'AVF.MCr?T• r~lc~ulflEP~ICMCNTS AND . During construction, denuded areas gay be casered by >rulches such as tem orar mulchin ,°seedina, sodding and straw bale- P~G~~~EG ~~,II~AGE FLOIa~ `m~1~0 r; S , MCNT$ AND 'TYPICAL, straw ha fi3ters cr b sodding' or°se~d and'rsulch with:.te~ orar ~ y g J ya y b P Y diversions w~.ll be requared during construction. activity; . , ~ ' ROADWAY • Cfi~SS ~ SCCTlONb';. ; ; - ..f . , . ~~IaPG~E ~ ~Fa~ttJAC~E . IPilJ , . . , or pemanent vegetatlon> ' ` to insure soil loss and downstream siltation. Once site 1. I. , ,boa ~ 'r 4 THE CONTRACTOR S TALI. FII»LD ''bGA'~1=Y AN AND A E fSTI I Y Ll X BALI GXfS71NG" is graded,'.:entire site area excluding roadway and..parkincr N ~11~ SYSTEM F CONDITi0N5 nflIOR',Tt7 COMMENCIN N•W CON°TRU i N ,~--UD---y P~GF'OS~.D S~E~®R ~ G C CT 0 B A tel ora ~ diversion at the`t:o of slopes greater than 3% wi11 ( ' TRUCTiON NOT1R'YING P n ~ areas shall. be seeded and mulched_tb help offseterosion•.. be reat.ired, Sod or stakeds~raw bale d_~er~ions nterc.. tor' ~NGiNE~R , OF:ANY ,bISCItEP~NClE5: and siltation occurrences. ' ditches or other appro-red control ~easures•are to be placed as shown ' ASS = ®SE® SA~iTAF>;4' ~E4~IE~ C~0551~iC~ ' g~ C 5; THE CONTRACTOR SHALL FILL AND COMPACT BUILDtNsa PA on the construction glans rior to or ds the first ste in F Any ;and all erosion and siltation control criteria Or UILDIN6 PAD AREA 9 P P , -~i ~6'i0 ~0 d~® ~V 9~T d"!t`ll@~ 6.+1~0~~~6di~ ` TO Alv ELEVATION EQUAL TO THE 'BULLRING FINISH `FLOOR requirements shall be in strict accord Vnth City. of eYCdVatlOn, NiSH FLOOR" MINUS 4 INCHCS. ..D•. = I~CP®5ED C®P~GE~ETE ®1~~P5~'ER Clearwater's standards: ~ 6 SEE DETAIL SHEET, FOR .PAVEMENT. REQUIREMENTS AND ; a a ENTS AND TYPICAL C. Durinb construction all story sewer 'ini~ts *all be rotected b o ~ P Y ROA®WA\' ScCTi0N5.: - s y y.~. r,, r ' . °0 :~y = ~h a~ a II~G 5 ~EE~ • - R , sedisent try s such as b21es of-day, sod, .stone, etc., which shall Pa - Q" Exlst. 10" San. ~f ~ R LAN" HEFT _ ~SAN~°CEIMENT ~'IP°~AP 7. THE CONTRACTOR SHALL REFE TO SITE ~•P S C1 FOR he rnalntazned and nod_fzed as requz.ed by construction probress.. r, 'SHEET C1 _ _ . Sewer Matn - TREES THAT ARE TO BE SAVED :AND ..BARRICADED. . . D. ; :Existin Storm ~ Existing Storm :Sewer .H. Top 55.49 Sewer M.H R1m45.88 _ _Inv 18"W 5184 Inv. 48" W. 40.85 ' Inv 3Co"N& 5 X16.64 Existing Catch Inv. 36" S. 40.75 Basin Top 44.76 Inv. 48" E. 40.17 EXISTING. 8" WATER MAIN ® ~ Abandoned 6" C.I. . ,Inv, 39.26 _ ; ~ Existin 2' Vall¢y Curb ~ Gutter Forc¢ Maln s--w----w----w_~r~_ • . L ~ -~1~ _ 44' Paving D 55u ~ 5• h, ~ 6• b ~4 5 5 , 4' s'~ p : _ - tip. - - D h - ~ S gg y1 y0' a9' ~1' - ~V. - - - - . R II ,STANDARD 3' ` ~r m : ha0 LLEY UTTER: Existing.. 3E RCP .Storm Seww¢r 94 5~j,1~'_• -..--_SS.~ -.-_--li --------55,0°_'-_--~----~-~--~'0"'-------~8-------3~k------~'~------~A---'-- ~ _ 0"~ - - - - - -.-5 •,rr,• 5 - ~ -----h ------~A--;------y5~ hTi• ~ d ~a h . a°j P p0 e~ a~ , 55.40 _T------ p P - . I P _ ~ P - - z, I 0 I _ `}I • ~ I : N o ti ~ 1•D; a e e 5 1 ~ 5 ro g t ~ 5 . ~ 1, p p ti ~ SA ~ Sa ~5• 5b• . 5b~'~ y~ 0L' S5' g~~ 5 I y 5~•' hw 5(a.16TG O 0 5.LGBa ~ ~ _ ~ - o : 11 F rth tr t rth \ 300 ou See No P.- P, _ P P P ' p _ P._ . , I ~ ~ ;.Existin Grate Suite 100 ~ --J ~ g 'Top.. 44.31 I~ ~ A L P t r r FI ri 3 ~ y S e e sbu g, o da 33702 4 , • • 4 4 Inv, 48"w. 39.31 n• Tele-hone 813 576-1041 5584 5 .84 _ C4 FPC Transmission Tow¢rs p Inv. 30" N. 39.32 Exist. 10".San. -Tampa 229-1730 (4 Lin¢s Each) I, i . Inv. `30" E. 39.26 Sewer Main ~I 2 9.. p 0 •9. - L 5.p y8- P y1 ~ : 51 ~ ~ 4p5 t 5S. 5yb 50 ( c h~ 51i 5~' S 5 Sb 5'' - Say 5c• y,,'° 5s,. y1'6 yr h° k~ A~ h(D Gh ~ _ Q II N ~41 ~ 8 r ~ . S ~ h ~ P p p r ~ P ,o•LC9 P ~ p ,.o, STANDARD TYPE, GATGH BAStN" I i ° of p ~i k . y. ~ p. Icli q.4" ~k? kh• 12~ 10' 12' _ 1 1 ~ FLORIDA POWER RIW ~ THROAT. 'ELEV. 54.(0(0 . EWER R / W ~ Ij~ n I ~ O.R. 1450. Pg.150,151 I 55.~2r 15 RGP INV. ELEV. 51.45 .150,151 ~ . ~ o . II 54.828 `ti - y ~ 4 b' Ul- ~ ,6.0 ~d h`9 510. ' S~.1 P - N 9 ~ 2 2 ~ -,,c•ti P fir, y~•° 53'° s'' P s~'' 9. - P 1• ky' P --1 ii 4A rt,° SS P 55, ~ 4 54 5d P 55 6 ~ h I- - - - - ~ I ~I , Ca. ~ b tx t» .:,.CONSTRUCT. D6L.'C~RATED INLET 20 UTIL. ESM T. I~ s C4 a o CRATE ELEV. _...54.52 - - 15" RCP_: INV.; ELEV hl I a3 b I 2tD Q ~ 4 Q~'v- QQ ' 51.34 _ G.i ~3 G,'~2. GRATE EL.5Z.BCo 0 Existing Grat¢ ' . 32 LF 15 RGP , Existing GRATE EL..53.71 : INV. EL. W.49.70 Top 40.12 d r, ~ 0 I ' 15' WaterMaln,Esm't..-_ _Pumpln - _ . @ 0.34~a n O.R. 2343 P . S = ' g 55.13. INV. EL.E.50.50 INV. E.L.l=.49.70.. Co_ ~ LINDERDR - 7 Iriv.30 E: 8, W. 37.12 a LJNDERDRAIN 51;E DETAIL ~ w ._--~~1FLJ tdtion w/ - r---~ ~ E _ 1NV. EL. S. 50.93 ' _ • 20 x 20 sm t. ~ 4 verh¢ad Power Lin¢s ~ 53.06.... 1 C3 r ~ I~ ' 50 ' P , ; I:Q.R: 3463 .354 P S `Q~° 41 1 W . - - ~ P' 919 : 9>4'- . TYP. ' . , h _ , _ 54 h~ y 45 ,k- a s~ ' ' I. FC:M. : 5 $ 54ie 5.0 4, °y6 5 a 0 , 50• 1 p~~/15~9 3 55.31. 54.81: 5d.52 53.97 a 53.56 SA 5 52.0 s1• 52.54 53.3. 10, 51n h1~. 8 52.0 5zr~ 52.0 S'°' SLSp 5,.~ 50.2 .xFCM ~ - ~ ' S5:54rc ` IZOLF 15 "R:C. F ~ 0.34 .:d 53.30 52.95 55.05 52.2$ ~ . 55.Q48G 0.50% 54.30 0.50% m•+• ° , 1 ~ ~A to CaRATED ~Nr.er# i 0.50 /o Q.,,,,;y, 0.52%~,.•--? 5419rc UD UD UD UD : -?--UD 53.41 UD RIM EL.54.®® UD 5~.a26 UD UD _ `~98 22 • S233rG S1.867c p.52% NS 1 " UD UD 54.55 5d.5ro 54.298c 54.08 53.80 +S~ 53.d/e 53:12r 51.7!0 tNV EL:N.48.48 'p - 5183BC 51.2A. 51.3680 ( - - , J 55.0976 5d.84it 54.857 5321 INV; EL..L' .d9.4 9 6 ~ah96c 3x.34 4 54.35 ~ t L Three tv, yr les ~ I:;';~ ~ _ , . . 5 3 ~ H o~ S ti NV. E .S. 51. p 3 55 y6• - ` S .A .k fp'S• ~ IP G b ~ ! , q"~' lNV.EL.1~1 $ 5 r.;,l 8 50,50 G. I ~ ~ f ~s ?I ~"i ~toa ~h . 5 ~ h SA. 1 . q. kg,m. ;q.a GRATE EL. 572 : I I 5i.b37G 552476 8,, '260 . • SA.748G 'o' 3~1 t9tL 53.71 Lt, ' 53.00 .INV. EL. S. 4770 Existing Grate I ' 55.13 8G • c ego y ~ , Top 39.98 I , I'~~..~ ' ' I tt'~ 1 ~ , ' • 55.5D 55.50 11 • ~ o • 5 , i • • , - N H _ : :CLUBHOUSE o ~ ~0 5 53.50 4• ICoDUF IS"R.C.P. @0.6000 'Inv. 3 "E. B, W. 35.93 i~~,~ ,r ~ , ~ N ~ POOL ~~srooo h° < ~"tlTwos"~o 12UN1T. h ~W ~ . 9 , 52.00 Inv. 310 N.W. 35.13 I 12 U N 1 TS Lure s ~ ,,.y.,:~: FF=5 .2 t!7 3 ~ ~ . H - I , I ~1 I FF=5 .2s 5 °c . I n~ O'ro c 54 , 5fj. ~ 55'4 <h5;k 3 2 - k•A ''9 ~ ?Z.6T tJ" r~ ~ 0 'c: a Tr225'2~ 2'(i, C~1°' ®~.'L~ 52 hi° s, U i Qo' ;3'3 .25 N ; . I I:. .81 55.62 , . 2; Four 5475 ~ ® v +,,'C u ~ t~ (i ~ 5 40 5555 $ S S ~ G 5 ~ , , . , . .;a • Oak , ~ a~ _5., _ ~ P 1J $ P . 55.E - Seal Tc ~ p F ~ 559186 5la.00 Ca Rd'1"EQ : IN CE•f 10. \J d?• 51.55 I rl I%{ , ® ; \ RG r k5 A 53.847 P 5r..o4 our 3 G TE EL.54A0 t~ rG P ` J 53.348c 51.2(. I n i, l . 1 I ui'~ ~ I 5ss46 , 5 NORMA A7ER- LEVEL-=..47.35 ~ gh in Sy A , s ~ INV. EL t 2• ~ h 1.35 LPN. El. ~i~0.74 ` ~ _ - I 31 ~ I _ 2k ~o o h b6 54 30,~ D _ N 5 5 ~,n CAxc, ENOwaI,{.. • ~ 5i.b7 j ~ ( 3°~i..) 39' 3%, U oak , Z r , ,Sh.SO gg .DESIGN N, WA'TER~ LEVEL 49.50 ~~'8e,R ` ~ ~ 9 C. ' ~ 9.50 ' ~ t`~1 56.O~o 1O~ 55.80n @0 . IS COURTS .:a, _ 4 RC.P 5~, II ~ I; •:I TEMPORARY EROSION SILTATION E~ARRIERS OF , N ll' LOD/" , ~QT N EL 46.03 >n U~ 5 6ALE5 LO I ~I,~~I I 3 ~ ~ ~ TRAW A NG NORTN CONTINUOUS, STAKED• a L )~.,I I - .6.0.35% s ~•2 GOhIC. ENDWALL• f05LF15 RCP. SG.oo ~ 1N PLACE MAINTAINED UNTIL PERMANENT :I _N 0 • ~y g _ ' l ^ p s v 55.00 53.15 7~ OClTP, 55 I yc 1 , ~b• 0 5. 55. 5 5 ~ 543.: 3,~ b 1NV. E .4.7.$1 9 ROUND. COVER , I5 INSTALLED. ~ ~ ~ _ UT ALL, CONTROL , ` ~ s~. 5,. ho.9 STRUC . ° Ul .f• GONC.7 END WALL ~ ' 9 STRUCTURE ~ 3 91~J ~ g9 ~ _ 7 N _ 55.00 / , eo ag• CV' key ,.z Ex'st ~ Gra r 2a•, tU t ing to STR~ Nv EL, 6J. O.l a 1 P • 8.78 25LF 24''RC. • @ Top 37.18 STRAW ~6ALE5 . 5 a a ®r Ml Inv. 30"E.33.-83 55:78 55.52 56.00 conic.eNawac.c, ! 52.00 FOR_: FOR_SILTATION ~ GQ - , : ~ Inv. 30" W. 33.73 - C ~ i ~ ry ERO ry' EROSION PRO- _ . • . , TEGTIOA] DURING 51.71 53.8176 1 - 56.10 , ~ • ~ 10' UTIL. ESM'T. CONSTRUCTION HP sl.-r~ UD ~ 5337.E O o CON . M 6 55' 56.0176 "'^.~e„`? •--,.-.i. 5' /n~ 5~~' h 3 ~ 0 q 1 ; cA ~ d~ 0~ 52.21rc . (rn (D' (v' 0 55.51 56.00 J ~ ~ ~ 4t, 1' , :.:he SD•4 ,2 SO•a Ay3 ~ 51.718G' pie ~ ~ ~ ' 55:20 ~ - is ~ , ' ~ 53.L7TG . A /~j~ / V• v II Extsting Grate G> t9 ~ - : ~ ~ :57 53.1756 h~ ~ U - : y • a ~ . , • S 7 >.UD To 3 $ _ P 3.61 o ~ ~ I ~ e $ I -1 ~ Inv. 30 E.$W.,30.11 I . roSLF 8 .1?@ 0.85 ~F• , 12~ ITS ~ 11 JO • ; . ~ H H D _o m yl F 5,.85T~ ~ B ~ ~ ; • 55.5 . 5 Jt•• •O 54.9076 ~ s ' Old g - ~ 00 5L13 5t•3586 ~ 4 0 •0 . D 4 r 54Ao8G 55,25 h5 o y~,~'• 44. 5 • 5 •4 31• 5h y9 9 ' 5L`(5 52.10 n n y 9 , o 53.78...: R I 5 , G•l. 7 W Q 5 68 ' . ' S ~ , S2.o6rc rt1~ ~,a ~ TYPE P H Upo 55.33 ' > 54.a2re 53.asrc N 53.osT 13 GRATE EL,. 50.97 v ~ J 12 ' ~ , . 12 el.5ro ° . ~ UNCTION F50X~ I I 1 J II Exlst. San. 56:0176 < ri ' S3.929C " s 53.388a 52.55 ~lNV, EL.IV. Q•rD.Q•2 • 55.5686 • ,t.,,. Q, - INV. E L !,J 46.25 ' Abandoned 6 C.I. 2.o6TC c INV. EL.45.95 SOUTH tl(~ Swr. M.H. ~ st.5~ec o (A- INV.EL.36.45.NoRTH Force Maln. , I 1 9. J 0 e(e , 2 •s 5. ~ RIM 32.50 _ 05 ~ INV. 28.48 E.B,W. 54.92 5495 H . , . 51.85 51:EA ~ 4 0 W 7 5L~.~o J • 8 59:46 53.78 .0 ~ - ~ 1 9 h iSub~. To Veriflca- J 2. .3 _ tion) i- ~ D ; 1.4(0 i Q.;. 5'0 6 5 2 5: h_ ~ 5 51.5 yh f 7Y E p a' h• A .54.38 53.68 g ~ 53.05 SS~d ~,B 5L8d y1. ~ ,0 UD 53•St F 53.2x• 5296 52.71. 53.101c e+•° o.56sa I LF 18 RC`.P.@0.(0( aq•° A8,4 1,i 5I. I u (tNOEX N0.200) 3 ~ 9 Z o ~ xls In ra z 9 55~ A S " a5 s• 2lOLF-18 R.G.P.@ 0.85./0 FL:0.0•T.JUNCTION UD UD o. r -r-,-..r UD -oso~o, 43.4oBC 'ry 5234 52.02 51.71 80 n b o ~ 54.64• - ~•-UD 52.21 ~ 0.50%.~......: . RC.R@0.(00% , 51.47 _ X Top 32.61 ' UD INV. EL. R FEARS 0 54.07 :..53.50 53.22 .52.97 52.47 U D 5197 U D v) 51.25 1.51 ~ - u ~ .a - 5 , ~ , Inv.30 S. 27.91 5 51.51 ~ 51.35. / 34.Co7 SOUTH . J r~ . ~ ° b - , • ExlStln Swale 6 - . _ tNw E~.31.25 NOR'rN Inv. 36" N: 26.86 ~,A ,4~ ~ ~ Inv. 30"W. 26.81 35:15' y5 ~ , „ ,Y 6 4 ® a -a4• 5o.9t 2i0Lo -IS'R.G.P. @ 0 en to E. ,Aa• _ _ , ' • h ~ ~ ~ , 0.85 /o o. P a _ II , S Ls ' .<20' R.rn'g Esm't• GI. 9 G.l.'#8 4: q1 m`•~ 1c, v l i. 920'. 00 F:FC-M- { l p I d O.R.3535 P9.665 GRATE LL.52•rO GRATE 52. _ EL. 9 ro INV. EL. W.49.85 4 N TYP NV.<EL. W,49.50, 3 1 10' Florida Power Corporat ICAL ONE (1) STORY UNIT I { a I As Of Record In O.R. Book r G.1 S _m alk 11 5 CR T n r ier Corporation L A E M L_60.71 r (All other units not cross - ~ n O.R. Book r3532, Z 1S' Dr S s INV. EL. W. 47.50 n g./ Ut _1 1 I M ` Pa e3 650-693 hatched: are two (2)story.) - ~ 9 r O.R. 3815 p I . Esm t• ' 5EE 0E.TAIL FOR CONSTRUCTION O.R g. 894 I L-- C=G0- Existing' Asphalt I l .3815 p - - ~ EROSION SILTATION: PROTECTION DET IL 9. 898 A 5 ~ wv. 9.5 I H b~ Tennis Court LII - A ~ ~ 3 A. 0 ~S` g9 { Ip { lit 0 201.F CONCRETE ENG45EMENT Existin Grate .50 FOR ExISTINC~ SAN. SEW: LINE 9 • I q I~ DRAWN BY: G.R. CENTERED eD?J STORM p Top 32.61 pA I III II Inv. 36." N. 26.81 - Inv. 30" E. x ist.10" San. "SA II a b3.- A 1 I u 5 o s U seb 26.76 Sew CHECKED BY: 4 50 Er5°az~CG6 II ~G 1 Vertical Curb Open to W. er Main ~GA9 tl p I~ 'I II I 10 UTIL. ESM'T. DATE: DEC: ~2 SQ83 Q Existing a II `Asphalt II `Asphalt Parking Lo _ u ILJ~` CIO A9 A "WI ~ ii bay`==--- 30.5 35 ~ w `wM~:o NOTE: No: Date: REVISIONS j SPECIAL ATTENTION TO CONSTRUCTION F OFFSITE RM PER CITY REVIEW NORTH 0 STO WATER DRAINAGE 12/ 2383 STRAW BALES r /01 LINE AND NITARY RAW BALES; SA SEWER LINE WITHIN k FLOW 57AKEDINTC 500 TO NORMAL WATER ~PLAGLITTORAL 5HELF 'AKE.D_ INTO THE SAME 15' AGEEASEMENT. 5EE PROF=ILE LINE NORTH PROPERTY LINE' WITH `STRAW ' SHEET C Co. - STRAW BALES ALL FOUR SIDES F DESIGN 1-4161H WATER .49.50 1 SALES' FOR `EROSION PROTECTION DURING CONSTRUCTION AND UNTIL 'PERMANENT uORMAL POOL 4-7.155 OF GRATED INLETS, STAKED IN PLACE, TYPICAL ALL GROUND COVER GAN 6E `IMSTALLE.D. f _ INLE75 11 • a 3 r i 5oT?oM 39.35 r x 8~ MINIMUM ROADWAY GRATED INLET PROTECTION L_ - 2 NOTES: I) Littoral Shelf lobe Vegetated NORTH PRO 4ORTH PROPERTY LINE PROTECTION &IGI "'m mIN'om& 0% _r%RA NmAuAv%E_ PL AL N per City of Clearwater Requirements. • 2) Outfoll Structure' shall Incorporate . SCALE: 1 ° c 40' 0' 'ATION PROTECTIORDETAILS JOB NO: C) j %J48 r, EROSION AND SILTATION Sub-drain with Inverts No Lower-than '%N PONDSECTIOWA.A- T cn ENTIV Normal Water Elevation. Overt low . ~ shalt be sei,at High Wgler Elevation. N.T.S AM& Aft Ln N.T,S.. c ~C 2 3) Length`to Width Ratio of Pond SHEET NO:' shall be No `Greater than 3.1. r THESE PLANS. ARE NOT'TO BE USED FOR'CONSTRIICTION & PERMITTING z z r PURPOSES UNLESS SIGNED AND SEALED BY ANDERSON PARRISH ASSOCIATES r INC. m C APAr INC. } _ _ _ x _ _ _ _ _ _ • ~ j s j- • _ s@, r , . - , ~ i - _ ,a. .-~,.m~ s,a~_~~.~~-,,~ - ' ~ ~ 1. The contractor is total. >res onsible 5. The e' ' ' - y p forobtaining,;any contrac~.or is totally.responsible,for field verifiaatian _ , g - - - f'• and all required permits. fox work within the dedicated of all existin utilities to be-tonne ~tic~n - 9. For sanitary sewer s stem detaals -see ' Y Sheet..S-2. g_ cted to and/or extended, . ~ ~ = EXIS~INC~ ~P~}~° ELE1~~31t~~l5 ~ rig t-o -way, from the City of Clearwater and/or Pinellas including but not limited to' the following: >locati:on alicn'- nded, County; or State .D.O.T. meat; elevation, and rade. .ign'-' '10° Al1_water and.. sewer crossin s with less-than ' g 18 _.verti~al s•4 ppC71o06E.1~ H~I~D10~I~P~.J _ ~ ~ . _ _ clearance shall have 20 LF of ductwle iron pipe cente e ' rd - on crossing in lieu of concrete encs.sement, (Sariitar ' 6. The contractor- shall provide the en zneer a tom e P,~RI<11.( ~p,gCE 2. The `contractor is: t i ' 1 to s- ~ otally responsible for all field g- P A Bu It . . -Built°' Y sewer mains, shall be ductile iron in these situations.) layout as required for installation of utilities tom lete. drativing, noting any and all fa.eld:changes as may have EXIS•T'IP~I - p developed ' C~ DRAI ~lA~~,E P! Ir I ~.~a : during construction, . , . . ~D~. ' 3> The contractor steal coord 11° Coordinate; all site utilit 'dev `lo ment ' y ~ p plans. with actual 1 mate all utility work with the PROr~®SED CO?.1G. D1~~IPSTER PAD 7, An and all w • City of Clearwater regarding connections to and extension y se er system materials: and>installations:thereof buildin humbin . g p g plans per sheet P-1 and.P-2. reof _ _ : _ _ _ SS ~ ~ Q - shall be in strict accord with the i - PR®~ OSED SA~?T:. SEWER SYS s Eg`°i of existing facilit.~es per. City of Clearwater standards. i C ty of Clearwater. Sewer . . Ner and sub"ect` o their ins ectivn, Sys~em Standard Speczfications. J P • _ C~D~` = F'?®p'O~E® DFi~ilrlAC~E P! PE _ , 8. The contractor is to a strict att t' GR45S1,~~ _ en ion to t 4, ,The... contractor shall be totall res e f r p Y he utilities y gonsibl o all required _ ,s , as noted, crossing the proposed :.water system co-insure no 'connection fees as applcable`and assessed by the Ct oz = Pr~Op'OSEI? WAS-~.R M,~,1 : _ _ y. n a Clearwater, The contractor-shall be-.reimbursed, by-the. owner:for co fhets may arise. ti _ ~ CIS®SS; . _ ~Ca - coiinection tees upon presenting a paid `invoice thereto. . . 0 ,l, Exist:1 "San. ~r, Sewer Main 1 Existin .Storm ~ Existing Storm Sewer... .H. Top 55.49 Sewer M. H Rim 45:88 4, . inv. 18"W 5184 Inv. 48 W. 40.85 Inv 3G"N1~5 46;84 EXISTING 8" WATER MAIN , Existing Catch Inv: 36" S. 40.75 f , Basin Top 44.76 Inv: 48" E. 40.17 ' ~ Abandoned 6" C. L Inv. 39.26 Existin 2' Vall¢y Curb Gutter F= -W - - --W----W Forc¢ Main 9 44' Paving r .I , 9 • ~ =FM,= . ti y h A~ a~ ~ A~ - ~ - - - ~ Existing 3E'! RCP Storm Seaar i( - . . ~ . ---==6ke~1_ _~-_;fF.-:__~._-~~__- ----34.°'q -'=-51.x-'__-`--_5g~' -~,9 - - - ~g`- - - - ~Kg _ _ _ r® yb,5 ~~t' - - . 6 - 0 1 0 .8 - - - - - g 9•----- a g5 5?` - - ------T' f, yr, 5 5 6 ; ~ -r~^ ~ 4 ~ , o, a. a h. ~a h- I ~ P e~ P . _ . e _ a h A p a~ a1 a~ , " ° - - - P ~ ' - - i ~ , ' \ II ~ N ~ 3 S. , q °D D ~ ~ 5a ~ Sa. 55 yS• gbb 5V, ~,9 ~,ti 55, g'!ti ~ 5~ ~ y.. ~ `r ,6 .e s C .a 2 a 0 ti 1 5w 5 b'' S5 N ~ 5~ a~ : A~, A~. ~1. A~O~ \ r-u l__ 0 . ' - ~ r' A ~ P - - p --J , P, - __i t l 1300 Fourth Street North P P P p Existin .Grate Suite 100 ; 9 ' ~ Top44.31, 6 a t • i ~ a% y St. Petersburg, Florida 33702 Inv, 48 W. 39.31 a d~ FPC Transmission Towers Telephone X813) 576-1041 Inv. 30'" N. 39.32 {4 Lin¢s Each) Inv. 3 " E. Exist. l0 San. Tampa 229-1730 ' 0 39.26 ~ ~I Sewer Main. Sys ~e beD ~ be .9 W2 ~•Gae ~ 51: t. ,C 5 5 e h 5 5. 5v ~ e . , 9 5`' 5`' ~q• 51 5+ y0 a~ Q1 ~ al? Ah J N . r~ III . _ f , ~ ~ - : p P - - , rn . I P ~2' 10' 12' i P P P ; . 3 0 0, - 4 ~ ' i I FLORIDA POWER R / W , I I O.R:1450 P .150,151 AVER R ! W ~ at; a4. a~~ Ay. , r „lir 9 I I .150,151 : ~ O ~ ~ 5 • P 55• 4v S~• w. p 5y' y'•' gi• I 5`' y~• c~• 5~•ti. P - II .ti 9 1 ,4 N 9 ~ 2 2 ~ ;a P ~ 53• _ s'' P s+• a°i~ a0' - P A1' - a~' - k~. P _ M.H. ,I ' R1M E1..=54.4 M.H., 10. RIM Et:=52.96 20' UTIL. ESM'T ~ ~ II INV. IJ: =49:83 ' 'INV.N.aS=, 4 .9 _ 7 7 • M: H. 9 RIM EL. =51.40 a o , • INV; N.E. 5.= 4.17 h~ I A3 ~ I 2~ A 4 43 Ak e T, 0 Existing Grate I • , Existin 201•F OF pUGT1LE IRON' PIPE. 15' Water Main Esm't.._: Pumpm 9 CENTERED ON STORM :DRAIN ?op 40.12 d - O.R. 2343... P .61 - - CROSSING. rn Inv. 30" E. a W. 37.12 a , ~ 120'x 20' Esm't. ' ,p.R:3463-354 0 ~ „ 4 Overhead Power Cmes. w - I~ ' ;.a , P a I S Q0 41 18 W , _ P - - - 919.9'4 1 - - qn n ~ J•~1~~ ' r _ P --o ' r 5 5 57• . S,' 1~' yZd irk p P 1 p~-j ~ 3 . g • ..p. . r r'~1 PVG SERVICE 310 LF 8 PVG b DI;P. _ 30' , ° _30 LF F P r PIPE U.CoO o xCo W`f @ % 8 e r, @ o. ~ ~a / 2 \ ~,i ,p ~D ® o ~`re ~ ~S a ~ 1. _ Thr I - g ---I 6 3 ~ „ W ~ . 4 ' gy e~ c ~ H . • Three yr les i ~ ( ~ a • • , , 5g qq•. Sac S - PL t.; W W 9 i;a ~ . 2 t . . A r,l k~ a~• a2. } ( ( ' G.O. , . • , . • ' q Existin Grate ~1 j . • 100 LF 8 PVG. ! C O ~ I, ~ ' ' ~ C. , • v.. , N ~ 11 ! Top 3~ .98 , L T`.~a '~14• - ~ ®.l9® 0 A it t,: - CLUBHOUSE ~ - dE H , 5 d nl POOL u N n . . Inv. 3 E. 8, W, 35.93 i ~l I . ~ . , 12 UNITS Inv. 30" N.W. 35.13 I l,.I ) p I - c ss• a ~ Two 8„ ro ~ ~ I 1 ~l . r 6 a,k 9 22.6]' G k - a Trees 12u '0 2° • a•, 5,.3 1• 5 5i E ln' I p~ ~ I'll'J - 2k , Q I I 9 p_ e.: 2 Fou r H ~ F _ t.>.,;, N° 50• w9.3 W Bey ` ;0 9 I I ~ A k i I I M.H. 7 40"..Oak ~ ~ ~ y:. • . ~ S . 2 '.RIM EL.=•55.6 . ' J 1: ~ ~~'d ,:e , _ _ , . I I ~ .I Iii ® ' ...:._..50.70 , , ' pue 3" ks ~ _ o R I h IM EL. -51.25 g5• i g• 9 . ~ 5 5 4 . 5 . A ~ g5'~' • • NV• E. ~ 5. - 45.57 1. _ I . ~ Oak a o~ I , I 2a ~o A. ~ , Sp.k So: C7 k a " I h I 3~~••j 99 '~9' A8. 4g.o ~ Z r , 10 ~ =1 ~,:.:I W TENT -N S COURTS ~`.1 I IOC MI I ~`I ~~.~I I - N N. I : ku, ~ ~ I _ ~ I 5Gry Ve° a v y ' • - ~ b ~ s ...i - r I - r :a - 3h Z - , 5L 9 50.g . _ _ ~ . . ~ ' 0 ' 32. , A . L~. . r. - ` Existing Grate i - ' ® ~ To g 1 ~ ® p 7.8 - n v.. 30 " , E. 33.83 ' Inv. 30" W. 33~ 73 W r O.CcO b : ' . ~ 0 1 6 D g~ ` g• _ ~ , • Ci.o n 10 U .IL. SM T. ~ ~ ~ ;dJ , , g 25 LF 8 PVG • . ~ , ~ ~ +n J - S E 2 W _ o•a , y3 v ~ _ 6 ~ , j' V a I - ~ r. 1 fA ~ • ~n iJ r _ • , S Existing Grate C Top 33.61 ' 4! ~ . _ ~ 12U ITS • ~ ` Inv: 30" E. B,W. 30.11 11 ~ ~ H H • , . s • • :NOTE , F s . ~ - - ~ ' Y1 5 4g.A_ ~ y', y},eo 6.16 G.O. SPECIAL ATTENTION TO a o ~ 1. I h ~ 9 t~ :ra ,°5 a CONSTRUCTING OFFSITE _ 3 ~y ~y - 13 ¢ O STORM DRAINAGE LINE ~r ~ ~ W ~ - r V.O. , C.®. Q 12 , , 12 a M.H.~3 R 1 EL.- S I R ~ 8 z 8 WYE M 51.210 AN TA Y SEWER LINE ~I Exist.. san. o 2 ~ . . ~ - _ WITHIN-THE SAIVLE 15' Abandoned, 6 C. I. • `i~ swr, M.H. 8 P_. G ~ 1NV• N•E. - 40.04 V ~ M Force Matn 2 . - 8x8 WYE 3 W ~ W , . ; pvc i 2 EASE ENT. P ~ 8, DROP INLET 5.& SEE ROFILE RIM. 32.50 ''PVC . _ ' 9 g W W W ~ I V. 1..44.04 SI-4EET C ~D. I N 28.48 E.8,W. - INV.. 1 rl (Subj. To Verifica- L ~ $S ,y ~ I o iJ W ~ D 2 LFO~~ ~ ~ 0. 1• ~ +r, ~ at° p tion) O DUCTILE IRON PIPE ~ ~ ~ t, o ; ~ 3h ~A ~y. 8 x C~ WYE' ~L S ,.k • a :295 L F 8 PVG n ~ SS- ~ n= ; CENTERED ON STORM DRAIN SS 4g. GROSSING. Existing Grate. F- -~a (TYPICAL FOR<DIREGT _ SERVICE 28Q LF 8 PVG p, @ 0.60 fo 30 , 280 LF 811 ~ , , Top 32:61 PVG ~i ~ :@ O.GO °,0 2 6R4 IO MINIMUM 370 LF_ ~ ~ I 'z 'CONCRETE @ Q.CoO~o 8 PVC nv.30 S. 27.91 10 ~ v ~~s Existm Swale 6' , , . 5 ~fi a Inv. 36" N. 26.86 EN ASEMENT(CEN- .Q , ~ o - @ :'2.43` ~o N' 0 3 4 - -e ----~A . - 1° ° ° ~ 0 0 E ~ - ' _ Inv: 30 W. 26.81 35.15 ~ ED ON STORM Open to E. D IN. _ i_ ~9(1' flrn'n Fcm'~ • _ _ d O:R 3535 Pg. 665 920.0,0 ECM'" a V (o' G3 II 3 6& 3~ u m - ~ L 101, M I N. HORIZON- n a ' 3 61.8 IL 1j) TYPICAL ONE (t) STORY UNIT TAL SEPARATION p 10' Florida Power Corporatior (All other units not crass - Corporation 40 L~ 8" PVC. & D. I.P. $S I I I As Of Record In O.R. Book 35' h _ ch d` are two s r REQUIRED at a (2) to y) I I I Pages 690-6931 (TO BE RELO, D.R. Book 3532, 15' . TO BE RELOCATE @ . _2:43 ~o Orn g U . ;I O.R. 3815 Ii. Esm,t. - t~;:~ UER @ THE DEVE O.R. 81 Pg. 894 CaGIN BY FLORIDA PIOWER @ THE e I Existing Asphalt , I p LOPER S EXPEIINSE.) ,E. 5 P9.898 - M.H. Ca RIM EL. -54.94 j M.H. 5 RIM---F-L.53:32 i II .:.:Tennis -Court II II b b ao 0 1' 1 c III INV. N. >y W. =49-17 Nv. N. 5. = 47.40 I I. I t I 3 ~ y M.H. 4 RIM EL, -51.83 I I I' , ' ~ I p II ` I 2 R I M EL. _ ~ 3r I I NV.N.~S- 45.2 II li t I I ~i i~ E Existing Grate .50 DRAWN BY. G.R. INV,_NJ , ~ S.W. 39.0? Top 32.61. I _ I p II ' t Inv. 36,, N. 26.81 f' M•H • 1 R I M E:L. 35.00 _ x . 4q 59' ~ ~yA v I II q. i d' II ~a , 4 ti III s'ov~ I a~ er' I PS~~ ~p5o~•I~GS II 4r~ -Inv. 30 E. 26.76 ist.10" San. vertical Curb CONSTRUCT MANHOLE Open to W. Sewer Main CHECKED BY: I II II - II - VER_EXI5TINCa SANITARY SEWER MAIM. FIELD VERIFY 10' UTIL. ESM'T. Existing II u ii ILJ cP`5t : . `Asphalt Parking Lot ~ ~ DATE: DEC. 12 1983 ~5ti, _EXISTINCa INVERT PRIOR P 60.0• L`~-==_ , TO CONNECTIMQ THERETO. CaRADE Gag. CLEANOUT ~`m~ IIJV. E. 4 W. = 28.31 + No: Date: REVISIONS tNV. SOUTH - 30,08: SERVICE. PIPINCa D N AN G0 MEGTION5 1 12-23-83 PER CITY REVIEW) TO ACTUAL &UIL®IN 6Y` x, Co .PVC PLUsa II G, 6UILD[NC ~ it W/4"x 4"v POST II PLUM&INCae CONTRACTOR TYP1.CAL CO PVC PLUCa - II- - THROUCIHOUT PROJECT. , MARKING PLU~ oVG PIPE P W/4 x 4 POST 1L ARKINC1_,pLUC~ SERVICE 1 P1NCa 5-Y SITE DEVELOPMENT G'x Co WYE P BADE CIEANOUT G CONTRACTOR TYPICAL THROU HOUT CONNECTION 5ERVICE PIPLN., AND CONNECTI'ON5 PROJECT. 4' GONG. _ TO ACTUAL; BUILDING , BY 5UILDIN G r ~ O 4 G NG. PLUM5ING CONTRACTOR, TYPICAL • SIDEWALK co PVC SI DEWALK O E THR UC~HO;UT :PROJCT• i ; . : % SS a "PVC PIPE i 5ERVICE PIPING,;BY SITE DEVELOPMENT I t CONTRACTOR TYPICAL TH OU HO t_ R ~ UT 85 X co WYE :CONNECTION S PVC MAIMI.INE q PROD EGT. - SCALEs 1" c 40' 0 0% A 0% PE ' T I 0 DIR 8 -PVC PIPE t, M YP GAL FR EGT SERVICE) SEWER LINE JOB NOS ' a 1 sm=mmq - SHEET NO 8 x8 WYE CONNECTION >N 8-PVC. MAINLINE SEWER LINE ?,ESA PLANS ARE NOT TO BE USED FOR .CONSTRUCTION & 'PER1I'ITIfiG TYPICAL SERVICE PIPIN .D G .IA aR PURPOSES UNLESS SIGNED E._`D SEALED BY ANDERSON PARRISFi 1.SSQCIAsES, _';C. DETAIL " E z r NOT TO SCALE 7AIL "Br' C APA, INC. , • x. ~ ~ e a~..., ~ _ . . . s , . k ti:~:.. ~ _ . W _ _ _ ~ _ _ Y. - ~a_ _ . ~ EXISTING -WATER I"IAINS The contractor is• totally responsible .for obtainsng any 5. .The contractor as totally respons-able for.:. field-ver field verification 9, Deflection of PVC i e"ma be allowed J. rovided'the' pP Y P and-a l re wired ermts for wor3~ within the dedicated of all existin utilities to be connected to and or q P g W- = PROPOSED WATER MAINS , to and or: extended manufacturer's recommended`def.tection is `.not exceeded. / right.-of-way, from the City of Clearwater and/or Pinellas including but:.not-limited to the following s,,locatio Q: location align- Otherwise utilize fittin s to match ourvature as noted. ~ 1. ~ e ~ ~ - Count ment,'elevation and grades .PROPOSED FIRE_NYDRANT ASSEMBLY - .y _ _e:, 10, The contractor is to a strict attention to the utilities; pY - V CONNEGTIO W ~ is tot nsible for all field 6, The Cit of C1wtr• shall rovide and install an and TYPICAL SER ICE - N . W ATER -METER 2. The. contractor ally respo , ;y p y 11 an and all t d ossin the roposed water s stem to insure no ' Y as no e cr g P~ Y • la out as xe wired for installation of utilities complete. metering equipment upon:..payment of-applicable fees able fees b the conflicts ma arise: • . Y Y. -SS ~ PROP05ED SAN ITARY _SEWER' GROSSIN S y q _ , . G ~ owner/developer,in conjunction with. actualunit.con 1 unit construction, - - 3. The contractor shall coordinate all utility work with the ' PROPOSED STORM DRAINACaE PIPINCa :GR0551NC~5 - 11. For water distribution system details, see Sheet S~~-2. City of Clearwater regarding connections to and extension Z. .~'he eontractor,shall provide the engineer a complet _ , a complete '°As-Builtfl as ma have 12. All water and sewer crossings with less than 18" vertical of existin facilities er Cit of Clearwater standards drawing:,: noting any'andall Meld changes as may ha g p Y Y clearance shall have 20.5LF of ductile iron pine centered , and suP'ect to their ins ection. developed during 'construction: 7 A on crossing in lieu `of concrete. encasement. (Sanitar' y 4 or shall be totall res onsible for all re wired 8. Any and all water stem materials and installation a The contract y p q Y stallations thereof sewer mains shall be ductile iron in these situations,) connection-fees as a licable and assessed by the City of shall be in strict accord with:'the-City of Clearwat pp f Clearwater Iaatar Clearwater. System Standard Specsficataons, 3 _ I3. Coordinate all site utilt develo ment ans with actual • Y p P , u rr _ r buldin lumbin fans er sheet P-1 and 8-2. g,,P g.P._ _ P.. ~ 8 x 8 TAP'BY CITY AF' GLEARWATER ~_,r, UPON PAYMENT 'OF- APPhIG ALE TAP = + Exlst:10 5ah.~ v, Sewer Main CONNEGTiOty FEES TO THE :CITY . ~ • • • ' I Existingg :Storm ~ Existing Storm 6Y T1-1E CONTRACTOR. ' • w r M:H. To 55.4 • Se 2 P 9 Sewer M:H Rim 45.88' Inv: 18"W :5184 F Inv. 48"W. 40.85' , Inv, 36"N(~S 46,84 / , . , Exisfiing .Catch... Inv: 36" S: 40.75 JACK ~ 80RE Coo i..F I^~n TEEL CA LN T " T M S 5 G EX.IS ING 8 WA ER AIN (Cit Of Clearwater -Basin Top 44.76 Inv. 48" E. 40.17 ' Abandoned 6"C.L Inv. 39:26 ACROSS coACHMAN: ROAD IN FU~I_ v ~ Existing 2' Vall¢y Curb t?~ Gutter Forc¢ Maln CGORD_ WITH:APPROVED GOilNTY -w - --w-=--w -i----------------------------=- - U,TILITY. LLGEN.GE=====_=__._=____- . T . 9 I~ r _ . : i~ 9 m - 44' Paving , q - J ~ ~ ~ • off. 4 _ ,f. II C1. e ~ Existin 3E _P or r `ti M ~ ~ g RC St m Sewn :-r. Me 5.0. - '-5~7, ---.-34 ~SJ•'- ------SL• -5~' ------.-'+_------=g5'h "'=---15./x-----.slC- -.L - - I-: II _ ~A , r1------- ~ 8_---- ------.-b ----~--------5~ 5G'----- y h,- - o,------~ v a1•y----~aV•h- - - ( Q ~ br9 C~ , 4~\' psi 0 p~ _ s _ _ I _ Pe P _ a I i • II ~ ' I 5 ;N 1 3 5, a ~ •q- ~ ti S~•D ~ 1p s ~ 4 . _ ti ra o ti u ,5 ~ ~ ~ h a ~ ~ r n- - - 5~~ ~ 5k! 55 55• 5~y b~• cv 55• 54 55, 4U I ~ y O 4 4~ Dc J- - ~ ' ' p ~ ' 11300 fourth Street North P P P - - p _P p P n , Existin 'Grate.. Suite 100 r' a L - - - - -I ' ICc x8 rONNEGTION T® W ' _ , I u, _ ` - 9 Tap:: 44,31 II 3 b d t P t r ~ i EXISTI G ISO :,MAIN BY CITY ~ ®FF EDUE a9 h S . e e sburg, Flonda 33702 a a inv. 48"w. 39:31 r°• Tele hone 813 576-1041 ' OF :GL ARWATER UPON FPC Transr~~ss~on Towers ®F PAVEMENT P ~ ) inv. 30" N. 39.32 Exist< 10"San. Tampa 229-1730 ; PAYMEKlT .OF APPLICABLE (4 ~in¢s Each) ~TYF'ICAL D Inv. 30" E. 39.26 Sewer Main ~l . FEES O .THE . G.I Y !3Y g ~ e o c 4 S5 55 b° , 1, V yl• 4W {14 5'Hg bb ~ b SF• 5 6 b , 5°•" ya° y,• ~,,a 52,8 e~• p g 1 ~ h t_ - h rx a a ~ THE NTRAGTOR. N • ~ - I I~. ~ P _p -4 Z p P P rn I - P _ . o, d o _ as~•,, ~ bk. ~ o 12~ 10' 12' ~ ~ I FLORIDA.. POWER RLW n _ :R RiW ~ I,r. ~ a $ , PVG 1 ( O.R. 1450 P .150,.151. 9 10,.151 ~ o II I I i- ~ .1 5.1' P ~,4 4 , `•5 WO P b' `.'g:.. 4.1 15`' 61 ~ tf°'' _ b~'ti P N _ ° s 9 1, 2 ~ 4 S~ 5 5 4 5 5 5 b _ , _ 4 - - - - - -r a a ~ ~ ~ . - 20 UTIL. ESM T., I) _ Ir rl ' a a $ x 8 TEE "ID' UTlLI7Y EASEMENT ,1 ® I a3 b i_ 2~9 a ~ a a3.4•• . Qa 8 . V: ~ DEDIC TE TO" ° u $ x 45 EI_t, ~ A D .THE 8 x ~ TEE .r n CITY OF CLEA T ~ 0 Existing Grate I 8 x$ TEE RWA ER FIRE HYDRANT „ xis m 9 , 8 ~VG 15' Water Ma[n Esm't. Pum in 2 - rr . Top 40.12 d - „ I rn _ _ p g _ _8 C.iV ASSEMBLY O.R_2343 P C~16 J _ Station ,wl - - .Inv. 30 E.aW.37.12 v iil r ~ 120'x 20' Esm't 4 ;Overh¢act.-Pow¢r Lmes ' .8"x45° ELI. ,pR.3463-354 u ~ - W P l., - P, S 40 41 18 W _ _ a - • 919.94 P r • _ ~ :r , 5y yg.D y.u ~ ~"5 g y - 5 ~ ~ 4 s3• S,. 10 ~ ~t~ 42~ y 9 50. A~ V I ~D~. ~ s - s~- o- F~ d - b3• 4''• K : ; . rr u lei ,el _ 5 s °,t •z CM S iP M , ~ - ~ W .d• 8 x fc+ TEE:.` p N n rr 8 x 2 TEE 8x2 TEE .FIRE .HYDRANT- - rr . V. - n !t rl ; r!- ~ X ~0 E 8x2 TEE ~ 8 T E 1 ~r, \ , Q 8 PVG A.SSEMBLY_ a 8 PVG ~ PVc z~ rr n ° - FIRE HYDRANT ~n t3 P V G 2 G. V. ~o I. I _ fi 3 . w I, , I AS5EMS3LY ~Thr r I ~ ~ w , ?-w ~ w . ~ ~w ,,ee ~ ~ 4 g ~ - 1 i'a ~a Ttire¢ yr les. N I:7 \ W a9 , 1 I ' ;I a h { ; a' . , s• ' 2 1..> a\ tP.. ~ , g,a aq.° . 1 I ` , l~ ' t. ~ . ~1 • ' Existing Grate I I,:~ •1 i dl , ,r Z 8 ~ 4~ ELL ~ . r y 2; ,;4; , ,.~i - 11 ' - I Top 319.98 r, l d° • I~ t.~ l ' ~ ~ ~ Co PV G 1- L, ~ CLUBHOUSE . . ~ 5 , a i.; Ss nv. 30 E.&W. 35.93. i., Inv. 310 N.W. 35.13 I f'I N "w ~ POOL' ~Y OTHERS . ~ u 12UNIT ~ ) 9 ~ Two 5 S . Q row ~6Y g' _ ~ - , . . 72UNITS - • - h , Ih L1I . , , - ~ I . tag ' (n. ~ ~ 0 d ro ~ 4 54.5 a ~ 2 ~ • " .2 2.Zv7' 9 . 4 ~ b4° ~ 3 ` `a~ , E ' a :Trees., 2` 8~ , • g.4 ~,3 I! " F t, our H , ' \ 2, ~ \J _ i k ,e• I I. I _ 40 S 12 y . 6 r. '1 I.`.I oak' ' I ~ I , I:: - ~ ' I 1 I~o{ I I I: I , our'3,, k5 J . , • 2 Qa4C Vi 5b 44 ~~4 5~,, , 10 ~ I ~1 L_ I 3 1 \ I 2d %o 30 . _ 4 4 5ti 5~ • ~ 13 !,J 3 3 so• 5° G ~ na•M1 as•0 ~ ,I i,;,l Oak Z'° • r, rl , ~ ~ ® i / „ I I T PICAL A ER T C T !.•..;1 . • Ip Y WT ME ER (1) 8Y ! Y 8x2 ;TEE 1(a _ TENNLS COURTS ` • II 1 1~=1 4F GLEARWATER UPON P YMEN`T . TY P_ , A i ~ I I 2" ' ~ - (8Y O7HER5~ ~ I- _ OF A P GA{3LE FEES 8Y THE ~ I I , , • , 11 . I .;i OWNERS, IN GONJLINGTION I . ' let. S PUG > I b 55 ba• ;,9 yes e I Z -WITH AGTLJAL UNIT CON.. •3. . - a:-:1 a~ 25 _ _ 5 ~,n 4q, +g q,. 6 5 ~ ~ -J 1•::: raTRUGTtON TYPICAL THROl1C, OUT ~ ~ i~g ~ 3~ ~s p9•b 49: e~ N . 10'.MIN. PRO.IEGT Existing Grate f ( ® ® Top 37.18 Inv: 30"E. 33.83 . _ II ; : _ Inv. 30" W. 33.73 , , V I ~ , . Q 10' UTIL. ESM'T, u _ ' 5 ~ ~ 44, , y5 45 ~ J ,7. 6 1 H rl ~ , 1 B..X 2 TEE_ 1• ,n d~ c, ~ ~ ~ i X i E ~ V ~ 4~•0 f II ~T Existing Grate 6 ~ FIRE: HYDRANT ~ S I ' . S 7- " Top 33.61 ASSEM~i.Y ' tt} I? ; 1 Inv. 30'' E. &W. 30.11 8 PVG ~ 10 UTILITY EASEMENT COVERING WATER 12U lTS ~ ~ 11 - B D ~ ~ ~ ~ MAINLINES HYDRANTS :METE IN F R G O • • • : _54.4 54? s II w DEVICES' TYPICAL THR®UCHOUT PROJECT, ~ n h 30, %9 ` ,46.0 r p 5t1~ 5 1D bt , . I ~ a1,5 _ \ ~ l . . I ~ 1 II r~ 13 11 12 ~ Co .PVC • Ca PVG . s, 12 : i ~ Exist. San. o ` Abahdoned 6"C, L o - ~ ,n` ul~ Swr. M.H.. {A For•ce Marn I 2 2 - 8 x 45 - 2 _ U RIM 32.50 _1 I • 1NV, 28.48 E.B,W: W - L, Z, a $ e h v, (Subj. To Verifica- , W a p2 a` ~ 9. ,~1. ~ a \ A~. oo ion ) rA ~,6 1 y p ~ , . e x$:41• S4.t~ ~ 8 ` - - n a - 3 ~h' gA' ~h• ; g ~ 8 x Co; TEE ba 5 4 qq. p D I _t o 'r rr 8r~ PVG rF ; ' 4 5 a4• ® , A9' ~ ;le L A ti, t~ Existing Grate • A FIRE 'HYDRANT as - 8-x 2 TEE . 8 x 2 .TEE ' o 8" u n ; , To 3.2.61 , 8 PVG n ~ P t 8 x 2 _ TEE 90 : A55EMP~l.Y In , Zrr , • ~S: _ v. 30 S. 27.91 - ~ 10 ~ = .___-_;s Exlst~nq Swale ' + g., y - _ G• •.D s9 Inv: 36 N. 26.86 - 1 ( _ Inv. 30 W. 26:81 I 35..15 I I N ,U1° rJ.3' U$ ` t SR 5,15 S T ._Y--- 0 4 z -.x ~5- - _o` 9 Open to E. ~ <ri BLS' , ~'oC~ps ,5, 20' Drn°g. Es m't._ s 5a~------ , ~ - -o. " ,-1k 6 - 9 0.00 Qq It/ 2 it d d O.R.3535 Pg. 665 U li, l A'~:i G" II 8 it CD TEE I 8tlx Go" TEE i m _ . I 11 3 8 X 45, ELL 361.85 II I . TYPICAL ONE (1) STORY -UNIT FIRE HYDRANT I p 10' Florida Power Corporation FIRE HY RANT I . Corporation (All other units not cross A55EM$LY ASSEM6L I I As Of Record In. Book-35.32 R. Book-3532, 15' p r n 9•/ Util. Es hatched are"two (2)story:) I q Pages 690-693 O.R. 3 M't. 815, P9, 89 O. R. 3 815 P 4 C=G ¦ Existing Asphalt III a . ~ 9•.898. , it ~ l II it 5". NOTE' THE GONT7RAG709 SHALL I Tennis Court I n a p 0 9 I FIELD STAKE ENDS OF ENDS OF II II, a ~ \ e9 L III, d SERVICE CONNECTION EXisting' Grate 50' I. ll I P PI'N'Q FOR EASY 'RECOV- I I u I_ ll DRAWN BY: G.R. Tope 32.61 ERY I3Y THE CITY OF I I II Inv:.:36"N. 26.81 ~ 5 ~3? ~A R 5~ o p - Ili 00 f 4? CLEARWATER, FOR INSTALLII I if 6" II Inv. 30" E. 26.6 xist.10" San. 7 CHECKED BY: Vertical Curb open to,W. ~ bSewer , Main ~s°1aZ~GS a w WATER , METERS. x, r 4 u 10' UTIL. ESM'T. DATE: DEG. 12 1983 I Exi5ting a Asphalt P~ IL J oPND , `Asphalt Parking Lot ~ li J,~c t,0` qa'~ G G • a hod p No: Date: REVISIONS 12-23-63 PER CI7Y REVIEW 4 i NOTE: ' SEE PLUMP5ING PLANS FOR 5ERVLGE I it lit oil lit ; PI PI NCa FOR BUILDINCa5 ARGHITEGTURAL. PLANS SHEET PI' P2 , SERVICE PIPING ON 5UILDING' SIDE OF METER SHALL 6E. INSTALLED '5Y INDIVIDUAL E5LlILbIKJCj PLUM N CONTR S LGONJUNGTf PSI, ~ ACTOR l L ON W ITH-'ACTUAL UNIT' COIISTRUCTI ON • - ~ML-•---'MET,ER EY CITY OF CLEARWATER TJ - . n f~ M Ca 0 D AY 51 DE OF 2 PVG Al N LI N E PIPI N ON- R A W SCALE: 1 40 0 JOB NO. Z G METER SHALL 5E INSTALLED 5Y 51TE 8MAINLINE LOPME T A ~ DEV E NT CON R GTOR Ln +11+ o-W 1 1 t SHEET NO: ~_49 x2"TEE THESE PLATJ1S ARE NOT TO BE USED !,'OR COESTPUCTION & PERMITTING ER`iITTING W NOT TO `SEALS PURPOSES UNLESS SIGNED AND SEALED BY A TD E1 S0 PARRi IT SSOCIP z Sri 'SSOCIATES, IP.C. z C APA, INC. a _ w;. . si.IDEP ' ~ ~i.~,~va. w.+~~ r +Paf" s - i, a .S'.iV . 1-rf ~i'r. H .xt'-~*' ~ .XdB W. f ..tA'1l,. ° d , fn t - tins... . - .:~Sa.._.~-~sv'---..m sSTCd'tl ~°I. `'.lkW ".aWi~3'~va. ~.,.r,~;~ ~ ~ ` ...,av~~ - ..~„s.,..~-.r..~f .~,~.._.~v-_.~_.,_k rT.~~,._:_~v~.~~.=~Qye,..,,vso~+w,w_~.a-y:a.~ u...~e.~.,m~._.~.,~~ ~,.._~yr,DU,_;CiF` S ~"',AT j ' .1 - i `I t ~ ' i • J - i ' t, 0 y ~A 3 Z ..4 e a . • : ~ • ~ ~ ' . y . • •M..? 4H EXISt. 10" ~dn. r U'i . 1. • S¢wer Matn `r, c, • Ex,Stin Storm ~ ; Sewer N: Top 55.49 : Existin Storm 9 , ' Inv t8,,y~, 5~~4 Sewer M.H Rim 45.88 tnv 3G"N&S X6.84` - _ fnv. 48" W. 4 : EXISTING 8"'WATER`Mr81N 0.85 Existing• `Catch Inv: 36" S. 40.75 ~ ~ - Ex$t~ng 2' ,Val!¢y Curb B Gutter , Basin Top 44.76 Inv. 48" E. .40:17- W -f ~ _ Abandoned.6"C.L . ` , Inv: 39:26 -Force Maln a - - , 1 - - ~ - i' 44': Pavin ~ , fi, 4 o ~ : ' ~ , ~ : e ' x~ 'G 9 ~ } =r;W ~ ~ ~ tih o3 Q ~ EMistin . 3E" RCP Storm r ~ ~ 9: a . ~ . _ ; .s ; -T - - g_ _ h\. A~. acv a1• g < , . I S " b4 a l s ~ Y•2 j . N ~ ; - , I 0 r ~ ' (I~ r ' P ~ . ~ a ~ ~ i ~ i ~ P - I p • ~ P p • 1.1300 Fourth Street North P _ Exis#ing Grate Suit 1 e 00 .Top 44.31 } 6 z r ~ ; , _ ~ ~ ~ St. Petersbur , Flonda 33702 ' FPC Transmission Towers i _ s h~ -3 (4 ~ine3 Eac . ~ . -Inv; 48"W. 39.31 a~' 9 Teiephone,(813) 576-1041 ~ Inv. 30" IV. 39.32' • Exist. l0 San. Inv. 30" E. 3 .2 Tam a 229.1730 • +l' ~ Ir° . .v t,y , w5 w' .o .e s ~ ~ 9 6 _ Sewer Main P ,Q ~ - s , 7~ h ~ ~ _ ~ ~ n--- - P _ rn P -L.-._ p ~ ~ • 12' 12 ~ P P P ~ a ~ • ~ FLORIDA POWER R / V, ~ O:R.145 P 0 g 150,951 3WER RLW. Y ,n . • ~ y. ~ o~~ _ , f g.a' I I ' 4~, S P 5 ~ , g:15Q 951 ~ u'' t ; 0 y ~ 5~Y g~.4 sY.U ~3 fig. 1 9 . p - 6L N ~ 53 g p ti \ I g! Y-4 • x • 20' UTIL: ESM'T. ~ ~ } 3 a ~ it ~ ~ • r " ~ 3 ~o: b ' I 2 g d d I 4 ~i ~ - _ • - . Existing , 15' WaterMatn Esm't, Pumping • ~ p , I 0 Existin Grate .R. 2343 P - --9~1~ J _ Station w/ Y-2' ~ g - i Top 40.32 ~ I Inv. 30" E. 8, W: 37.1 2 v p ~C~R, 3463-35' ' „ N ° , 4 Overh~dd PAw¢r tines , - - T r p , S : QO 41 18 w 1 g~ FC . , 91,9.4 - . ~ q }p.. I~ } pp i 9 ® ~ 0"®iJ • t • • 4-•P. r 6S"9h.n r_ ~ ~ ~ 4 ',i:•r;q_a_r • ~ .as_.a ; yt.r. ~ FC.M ~ ~1 6 Q • t ~ ~ ! ~~KM 2.0 7o IoP t ®•9 ~-1 ~ ~-I ~ Q•9 ~-f _ , ~ r t • . . . . S-~e 0~. a3 ~K-1~ ~ ~I 3 I n • _ ~I F ~ ~ . y W 1'1 , . ~~I 8.1 a ~ ~ ~ 4~ 4 , , ' ~ ¢ d 4 ~ = i J ~H. ies a y f . ~ 2 - 8 ~.-I 9 ~ ,`t ® ~ „ . ~ _ . ti t: I.1 ti ~ ~ I t, N . 11 . , ~•j u, CLUBHQUSE „ ~ ~ Q ~f ~ C~ , _ ~ • ~ ~ ~ l Exastrn .Grate- 'I • :1 . Top 3{ .98 ~~I I. - ~ , Inv. 3 E<d.W, 35.93 rl 12UlTS- H ~ Inv. 3p„ N.W. 35:13 } I~ 3c a-~ ~ / ~ Q . ro s~, 'n'. r. . ~:!J ~ Q ' S~'' m4 A 2° rte TW0 13a , . - H ~ g,• • 5~ M ) { , ~ ~ f . . , ~ t i ; 9 ~ ~ rte' 2° Four T U- W , ~ bf ~ , E _ , a ; t,A•g Q' G b I t~ ZA g b` r, ~ , , p I _ gym' 1 40,r . - Q . t., , - ~o_ ~ a 6 r k~ a ~ # _ ~ ! I ~ A~. . g n~ : _ _0.1 ,.;,n. ~ ~ . _ , 3 V ,t' ~ ~ ~ ~ rp ~ ~ • E~ a, i , . A_~ • E'3~ ~W=ltd - .~F-3- ~ t~ . t 1 ' , ~ _ i;~l a x. s ~ • _ ~ ~ our 3" ks ~ ~ ~ _ ~ - ' t ~ ~ r, ~ 2"Oak tis , ~ 35 s9 , 6 y4 i gy,i , s _ 4 10 , 3a W , Oak 1 ~ rr s:~ ~a - , _ Iw 1 I 9 Z r s.:.:.. g. `n _ s p F'# • ~ w I a 5 ~,o• ~ ! \ f • ~ c. TEEN C0 ~ . j, N URTS ~ C • ~ 1 r a- ~ ~ - - - ti , ~ . . • • I ~ . • , - 0 ~ rn ~ t , , . , SG ~ A I ep , 4 - y a • • ~ . ~ r ~ c ~ ~'la _ - ~ ' o ~ :gig ` : ' ,qc 4 i 41. q• , 'k ® , r. F- . _ , Q 3 ,f VJ i . _ • ~ , • Ex~stin Grate . _ . ® ® ~ t r, - , . - . , w~~ , ~ t - ~ , . ; - A-I Top .37. a - _ C 3 r, ? , ~-3 ~ Q ~ ' 3 inv. 30"E. 33.83 ~ . , . ~ Inv. 30" W 33: 73 ~ , r,~ • J ( , . . 5-I . . f.., ~ 4gr`'3 ~ , , ' \ it a 10 ~ _ a ' " 10' UTIL. 'T. • ' q L i u . ~ ~ ~ At A ~ E ~ • , ~ • k= ~ ~ ~ jb ~ e ~ .t: _ ~ ~ ~ ~ Y to - r. a0 F 3 ~ ~ i , " , , • E , ~ -Exisltng Gratt Top 33:69 LL . . - 12U ITS ~ Inv... 30" ~,{IwW. 30.11 1 a - F . s y E ~ • i~- a , ® , P. , ~ A - , ~ ~ , . , - f ~ '13 I , . ' ` ' ® .,f: ~ I , to ~ , ~ 4~ .T 1 t, ~i - o ' ~ Exist. San . ' Abandof~c d 6 C. I. a ~ _ ~1(' Swr. M.H.. * _ c'~'~ force Main -I H ~ ~ ~ kI~ ;a _ K15 ~ r°. . RIM 32.50 A,i ~ ~ Q:{~ ~ a IO_ ' • L I I ~}V. 28.48 t::6,W. Q ~ ~ ".1iQ ~^I o T' ape -tt ~t~ ~ -1 ~.I I s ~ _ I 1' ~ 7 9 ~ i $ ~ h {Sub). To VePifica- Q ~ I 4+ K ~c7 _ Mpg A.~ 6 ~ - _ i say '1~ ~ . ~ 9 _ j~ ~ \ ~ 4 0 0 es r' ~ . I ~ w • ~ Ex,st9ng Grate , .,Top- 32.69. r Y 20 , - . ~ Q-4 A-I F'C,,M ~ ~ e zee sr.•e?.e.•a._e ® N• 9, - . Q'4 ",4- I -12 ` . , Inv: 3 " r• it ~ e••e a a P G .4. N01°03 0 4 E , a-Io - Q ' . o s; 27.x9 Aa ~ ® _ Q Ind 36" N, 26.86 z - ~ ~ A _ ~r ~_~r t E ,d °O:R.3535 .P :.665. - -----~~c Bnv, 30" W. 26:81 35.15 A • h Open to E. ~ 9 ¢ E ' I ~ ' IN L TYPICAL ONE (1) STORY UNIT I 9 TY other units not cross - l 10' Florida Pow¢r Corparatio hatched are two (2) story.) S I 3 r Corporation,, 361 85' i As Of Record In O.R. Book 9 O.P. Book 3532, 95 Drn.9 I t?tl! , CaGm I i Pages 690 -69~` 3815, p ; $rn t 031 1 A 9 ( Existing Asphalt 1 fl• R; 3815 g 894 Tero-ni s Court i b ' fig. 838 9 . 9G 1 c 0 $ ~ i 39• Existing Grate 50' Top 32.61 DRAWN BY: G.R• GL r, b t; I a ~ Inv. 36 N. 26.81 x15t.i0 San. Inv.. 30 E.,26:7fi lip, Ver.tica! Curb Sewer Main CHECKED BY: • Open to V. r I Existi.9 n' - e a Alpha It Asphalt Parkin %ot 10' UYIL: ESM'T: DATE: • ~ ad orb •6'y ~ ago e ` No: Date: REVISIONS M-OTE v FOR LEGEHD of LXISMNG EES Glz r r Z old L?E -.~2 a, Fo- Gt=-. L IUD - ~ L.Z. SEC 51LI E LAPN& DLAGRoW r Kill { f, } SCALE: 1' i .40"..0® J08 N0: 83040 SHEET NO: Z . C _ I C ' APAr INC. ~