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06/11/198506/11/1985 25 BELCHER RD N CORAL COVE L Ekk *.AT E R ?kCITY OF C-L-r- Interdepartment Correspondence Sheet TO: Lucille Williams, City Clerk FROM: Paula Harvey, Planning Directo e 13 COPIES: See List SUBJECT: Certification of Revalidated Preliminary Plat/Coral Cove DATE. June 11, 1985` On June 6, 1985, the City Commission approved the revalidation of the preliminary plat for Coral Cove subject to the following conditions: 1. Necessary easements for utilities required by Public Works be shown on the final plat. 2. Lot 2 be subject to formal site plan review at the time of development. 3. The final plat be recorded no later than December 6, 1985. Attached are twelve copies of the preliminary plat for your certification and distribution. PH/cc RECEIVED attachment(s) List JUN 12 198 V/Edward Bethel, Building (2) Bill Baker, Public Works (1) Ream Wilson, Parks and Recreation (1) CITY 'CLERK Cecil Henderson, Utilities (2.) Keith Crawford, Traffic Eng. (1) Nicholas W. Lewis, Fire Marshal (1) Paula Harvey, Planning Director (1)'. Developer/Project Sponsor (2) ?o ire ?0 ,Y CITY OF GLE-APMATE - T0 Interdepartment Correspondence Sheet, : City Manager Anthony L. Shoemaker FROM: Paula Harvey, Planning Director COPIES: See List T NNN SUBJECT: 'Minor Plan Change/Coral Cove J DATE: May 3, 1985 The site plan for Coral Cove was approved administratively on December 12, 1984. The engineers for the project are now .requesting that the plan be amended to delineate the location of an identification sign for the property and also to reconfigure the recreation facilities.. I recommend that we approve the amendment as a minor plan change. If you concur, please initial this memorandum and forward the accompanying fourteen copies of the plan to the City Clerk for certification. Approval of the site plan amendment shall not constitute approval of or supersede requirement for a sign permit. PH/JDR/cc attachment(s) List OUILDING DFEPARTMVINT CITY rr- r-i c!\-x,n1A"r R LE.dward Bethel, Building (2) PM Bill Baker, Interim Public Works (1) AM Ream Wilson, Parks and Recreation (1) .111819 110 11111211121314016 Cecil Henderson, Utilities (2) Keith Crawford, Traffic Eng. (1) Nicholas W. Lewis, Fire Marshal (1) Paula Harvey, Planning Director (1) Developer/Project Sponsor (4) - Clint Stevens', Lloveras, Baur & Stevens 3210 U.S. 19 N. Clearwater, FL 33515 Phone: 784-396.5 REdtllVED MAY 6 1985 CITY CLERK CITY OF CL AIRWA ER" Interdepartment Correspondence Sheet TO: Lucille Williams, City Clerk FROM: Paula Harvey, Planning Director RECEIVED. -T COPIES: See List DEC 11 1984 SUBJECT: Certification of Preliminary Plat/Coral Cove DATE: December 11 , . 1984 +. C'T!.•CLERK On November 15, 1984, the City Commission approved the preliminary plat for Coral Cove subject to the following conditions: 1. Necessary easements for utilities required by Public Works be shown on the final plat. ,2. Lot 2 be subject to formal site plan review at the time of development. 3. The Final plat be recorded within six months from the date of City Commission approval of the preliminary plat. The City Commission also approved the issuance of a building permit prior to recording the final plat subject to no cer- tificate of occupancy being issued prior to recording the plat. Attached are eleven (11) copies of the preliminary plat for your certification and distribution. PH/wm Attachment(s) List Edward Bethel, Building (2) Max Battle, Public Works (1) Ream Wilson, Parks and Recreation (1) Cecil Henderson, Utilities (2) Keith Crawford, Traffic.Eng. (1) Nicholas W. Lewis, Fire Marshal (1) Paula Harvey, Planning Director (1) Developer/Project Sponsor (1) I31L3IL0ING G ? ?Znr i r CI`ry (-. 5 C; DEC 1 ?? 1981 p? 1,910?11?12?1t?' m its DEVELOPER: Clint Stevens LLoveras, Baur & Stevens 3210 US 19 N Clearwater, FL 33575 y?.., CITY OF C'LEARWATER. ?. I nterdepartment Correspondence Sheet TO: City Manager Anthony L. Shoemaker. FROM: Paula.Harvey, Planning Director COPIES: See List SUBJECT: Approval and Certification of Final Site Plan/Coral Cove DATE: December, 10, 1984 On October 11, 1984, the Resource Development Committee recommended approval of the final site plan for Coral Cove subject to several conditions. It is the RDC recommendation to you that the attached final site plan be approved subject to the following conditions: 1. Final storm water detention design be approved by the Public Works Director.' 2. Final water system design be approved by the Utilities Director. 3. Easements be provided over the water lines up to and including meters and hydrants. 4. Lot 2 be subject to formal site plan review prior to .development. r 5. Landscape plan be submitted to and approved by the City Forester. 6. The requisite initial building permit(s) be procured within six.(_6) months from the date of City Manager's approval of-the-final-site plan and-all-requisite certi'f i cate (s )`?of occupancy be procured wi thi n-'two ( 2 )' ;years from the date of issuance of the initial building -,permi t If you concur with this recommendation, please initial this memo and forward the eleven (11) attached copies of the final site plan to the City Clerk for certification and distribution. NOTE: The City Commission approved issuance of a building permit prior to recording the final plat. . r , ;' +- List co Edward Bethel, Building (2) Max Battle, Public Works (1) 7 V Ream Wilson, Parks and Recreation (1) Cecil Henderson, Utilities (2) w V . Keith Crawford, Traffic Eng. (1)'t ° Nicholas W. Lewis, Fire Marshal (1) Paula Harvey, Planning Director (1)-! 1 Developer/Project Sponsor (1) PH/wm Attachment(s) .1 C ntho L./Shoemaker City Manager i^lra/'? y ~ `J C v ~A,,, , ~ . : . f ! g. ~ k , v..^~ ~ ~ 'TION 180 AC~'~ipp 4''i 'j ' ~ 1,~1~ F7 are }'r ~1~`.. S?! ~Z.~~lr~ ~ iQr.,i~~~~,t:~ /r " ~ J ~ br / Y ~ r~~ = 112(' tbov :'r ul) b /1 m rvl i f d.€~~ f~Fno ~ m s a 1 ~ ` ".awl-a'f,~l{ddk":'°"s' s°l,? ` ' < "e'~.fi^' `r,,~E t~ +i t ~ ~ ~ r`~W ~~~s~~fiar~~r` ~~p Elctrd~~ hl r ' ~ ,r CORAL ~ .,~.,..w ~ltlW, ot~ . a:A. !r .f~:cA'~ u~l~?'~li~~~s'"'d j~r':~6r~'~.~,,i..,,:~'r?~~ ~d 11~ ~A~" ~'tr~l~ra rr ~ C'au ~ ~ 1~/tar~dc~ r r r ' ;j~ 1 ~~i~, 5ou7~~?-'~ivfrt7~ - !4~`G.°l ~„".r ~ r 1i ~ ~ ~C) ~JUII~ ~ttf43t1~ ~ ~ " k~' ~ r ~~~1F'~~v . ~l~1' ~/~.~l~P"~ ~ v r ~ , / • l7~i° ff`E"'-"i llCta;~7r,a Gftt?r1 t`r` ~4t~ax~5p`'FP ? ~ , , ,9 Y' ~rt'd ; ~rF1~'PP~~.~, ~ ~ z. ~~o _~~F3 yo tyre S. 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I BEING A SUBDIVISION OF A PART OF THE S' TOWNSHIP 29 SOUTH. RANGE 16 EAST, C' PINELLAS COUNTY, FLORIDA. r pESCR/PT/cw ore " (t> nortt o+?-q?r , thweet QuQr?-r //4) of 114e T/e . 7oWN5X/P 29 SoUrH, KANCE Ito EASr) Pnel/as Counfy? f/or,da' -V?"?oN 11 r /char Road t? of may t X154 t E5 7*e- goufh Ewen f y L ? f ` 7hGrCa? 0 ? f I-W. 270 fll&reoT. reef (E• 22C') of lie we3f hundred xv?tty e OF THE N.W. 1/ YVATER yr NNW ?) o? ?o huna? ¢u,?vr ty ?or+e larly' de^scrr?'d as follows ' o?tr? F/orrda ? 29 rn,fh, rka„9e !,h`, 1 5e l r yr=:, gur d StGfioir /8', fhe nor7shNe5/ Qarner oTa mence fhe N. w. /4 o enCe 5, bo'- 08'' o2"E•, Ala?9 r`ke ?vesf b???ony of 10'*7e S. W. y4 0 ? , ?e 1?1 0 ? fhe ,E'oad - Lovnf? mad ?o. 17, a5 recorded in CSR (fhe centerline o10 6e/cher ;hc norfi bo?ridary o 8 °- 47' per /nn?•n i cords f J°rMellas noun{r , /or,da J, 4,14.46 {cef thence f ublia p '4 fhe At-W. Y4 oT orp ?ar'Q ?jC;fioA i8, co 5^.{?ee? rrter 7*e- o,? fhe 5. w. / 0 ? 595• i 7 f?ti y'o fhe J. 7 -c7> E., L©hfir1Ur114 QIa11?? x, ?( r10Y; ? , r _ ??1C C?a?,e ? /B ffjCrlGe oo'- a8? r of 5a,d St?tron i t'" s W. l4 0? flit NW y4 0?e rv'W % 5 legit ,I fhe lv'. W. /4 of Sa??I C fr?n 1 of the 5•W i4' of "jhC /v.IN'. f4 0 °_ 3i ?- 57'' rihC gcu?ir r p cton /8 i W. trence 4h e r4 oT 5a I a cct -7 .46 /1f. GPI - c? , 7Me hevfior? 101? Al 16 of 710c N• W y4 0 the W. /¢ o sar e fhe flit N'. W. % o /;r e 27O ec -a?f o T an d Para Ile/ in fns wPSf bou.?dary u L'o?nf load No . Z1), 20• oo teec a/o?taJ a .? f; Me N W 'l4 0 { said ?ecfior? /8, (fhe can feriinC o7` saiGj Bucher d ' ho,:,.ldar a/ h e fhe 74 ra/lei 7`o o r !r ,int 20.00 feet norfh ol?and ?a ??rC?roe N. B? - 3i - 57 w., alp"9 a f a "'H ?? fhe east f .d 4e6-11"017 113' Zlo.no 1 , /46 S.Vf. ?/¢ of ¢he N, vv. of ?iC N vV' /4 0 5a? , sar'd ??a3f n??"f of -may /chEr ,??d - Crv»tr d /1/0 21 , -Y jenee N. 00°- b6 -02 W. , a a„. lint. o tP sa r d n [L 081 x c rp? ,Wore Or /e5•S . ?Pni+lnirlq LoV77arr7Jrl c?JJ _ _..?.- .. •9 r 0£ s 'g (o ''??`?? 7G•It9j ?,l9 5D•a 1 C t <. .` F 95756 t rw ~ u,. ~ a SECTION /8 ,TOWNSHIP 29 SOUTH RANGE / EAST of.S~cl`~9/d 19•/6 _ E~ ST.QE ET ro - - a R PAfl W J- Y`,-PA/~'~K ~ ~ ~ dEStATE ~~~Pi RD:.~T~r~~-~, ~~®VIILAGE;~''~ ..y < O f' . ~ .ti.. LME Oa l/j 5T ~ ~ A~ , .~r~.ak,a.RiRF~i~~ , V ' t o9 I i ARIi crone x G0 a~~°~{~___ ri~ild~.° tooo i } i a ~ ~ 7 i CITY ~a w n' ~ 72 ~ ~ m ~ ~ 1_ ~ .~~~~ir ui.w 0 Norr` VFRSIi}~l}R L7 rr1/fly SI~YCRE$T ; ~ __a o r R~~~~ e y h 6oardo,` of fhe s/1.'%lof i'r'ie N`t!/ of fi iVfY. / ~f of f e M , p • °'z CARPENTf ~ L~Ik="-~~-~~..~ i STS.' SHA~~EY~~ ~4.~n cy~.RG r--f fIELD ///FAI ~oo~ s89 ~T o5 E Nom f~~s Mkt ~PNlLftfS_ R . _ ~ RD ~coRnC~T1j(j'~`~~NA1~ ~ u iTRArh,,vc 7 LIMITS EOF offhe SlY. //~tor`•i`fi~ s'"d9 ZT 05 "E i89. ~ ° 1 4fRR,1CFDk rc~E. 4 a i/fCGI 1 n ~/f~/ . ~ GRANGER DR~~Eu ~~~~1 a,. pl I o C3 a9 z7 os E , , 595. PT ~f/fY/~Go~7`ficit/fy/st oD~i~o~'/cv~Ufi//r` Eo , A• U ~.il ~r~~( NORMAN DR n ~~R' ~ ~ ~ l a b \ p o 0 Norl~eosf ~ , ' ~l ~ Ei E W 1 i ! n: r -i Cp l!.'S"Olft`iL° I l._$T.-t DREW_ 'Sly 5'`Y./~~O~,f/.L` N/l.~/~~0/~ ~ ; ~9Q/sf~7' ® ~ ORfW~19 a ~ hh ~ h~ ti ti i ~ ~ti titi r`f.~'N!l!//'~pl~?~G'fGT//~.?9•/6 > {y ~ ~4G'~T/4/V ~t`f~~r~;aaS7.PETERSBUR IoDNNSHOPPING ~ j ~G~ JllNld COLLEGE CENTER ~ ~ ti s , h ~ ~ oR , > } ~ 18 ,oos I I f Q a m ~:j ~ ~-NdStit q a a ST z GOLF ~ z I 1,1\J z ~ E "WtiiTMANO"z ®""°4 DRIVING 1 CLEARWATER~ ( Rain sew DR ' > W ST ~ RANGE M uA~ DRSHO PlN ! i rl QCNAIt~ER w f ST , ~ ~ ~ i SHOPPING ~ . I I ~ ° neu sr CEArTER TA}E,'~IEY w x ST o 8 t____~fNTER 1 i I ,,a . IA') ~ u - ~o-BAit ¦ n3 8~--r ~ ~ °yb GULF=TA-BAiY I ~ ~ ' ~ I I ~ "Guth o' r~iH t ~"7 ~P # 1rt, ~ r na a PLAZ n~ cT.J Si` ~ Goff N o p_ ~ } , , F, i}z IRANGfQ CLEARWATER a O I ~ ciRS ~ u ~w , i m MALL z ( ~ o LOl' 2 a~____ I . I I LOC.4T/ON ~/,4P Tofo//~Uirlber _ i I roof fo sm/~ I i i I i i I I I i I i i ti o ~ b Q O O _ • ' I 0 _ I .~-~w _ V 4 C 0 I _ ~ o~ I y f . I _ ~ ~ I I ~1` ~ Ll~' o ~ EL,4N S'Ti~' _ E T - ~ ~ I 1 ti ~ I ~ ~ ~ ~ ~ ~ I ~ f ti I ~ ~ , I I ~ I 0 I I ~L~/ T O~,S~iQ~/pT~®/V ~ ~ I ~ ~ o, I~ ~q ~ ~ I~ °ti ~ ~ a ti The SfY. of fhe NGY, //4 of ffie N`f'//~l o f Section /8, Toslrnship P9 5oufh, I ~ ~ ~ ~ ~ ~ ~ ~or~ge /6 Eos f, Pine //©s Coanf~, F/nrio'o, LESS the r~osf fr~f~ (50~ . I,~ h, feet ffi~reof for E~/chi'/' .~Tood ('C~r~r` Food ~/o. 27) /~i9h~`-af ~a,~; ',4lSOLESS I h m i ti I ti ~ ~ fhe sol?fh f~enf` f~f (s 20~ o/`fhe eosf f~ ha/x~r~ra'~`~enf~/~f (E, ZZO ihr~ ~ ~ offhe ~esf fryo hund/zv'sever~fp~ef (~Y. 270 of fheS~l!//4 offfieN~t!//~af'ffA~yly~of io ®T ® I ° section l8, _To~nship 29 South, ~onge /6fos~` Pine/%s CoUr~f/! Flor-/ono. Ip ° . Qa ~ ~ Co~foi~ir9 9.08.3 oeres, /nay br/ess I ~ ~ Tofu/~a~n6~r ~ I ~ of Acres 8 /D6 tea/ ~ ' o e ~ ~ ~ ~ ~ I ~ ~ o~ ~ ~ I~ o~ , . 4 i~ i 4 ~ A i ~ I ~ I` I ~ ..,ti ~o m I I~ ~ I ~ 10 I~ `0 . I~ I~, ~ ~ I~, a o io ~ ~ op ~4 i a a 'm ti o ~ i~ Certified as a true and correct copy. ~q ~ Io ~ ~~6'~~~~G-~~Q APProved by City..~ommission: 6-6 85 Q ~ ?v .o e ~ Witness my hand arpd~ th~~seal of the City ~ .F j of Glearwaterti~F~,a'~d'at'°+~is„ day . ~ i ~ I of June, 1 a I ;fie„ d f l~ ~ r ~ ~ a _ y ~ - _ _ ~ _ I ' II'NN ~ ~ ~ ~ `~~fRDIUISPON PLATTING ~i_,d~.a9.. 7 s ,.~.i leri~~ ~,s o ~ i ~o ~ ~ I ~~alvEO To PERSt~~IiT TIC _ ° a ` . , _ ~CQNDITIONS:~~, ~ ~,~y~.~, ~ ~ ~ ~ 0 i OF A 6LDG. PERfVIIT PRIOR TO ~ ~ . ~ p RECORDING OF THE FINAL PLAT, U)y'~Nscessary ~ea~e~f~~s:;~Por~°uti~~ties o F~ i k .c 0 I I required by P'uB'I'~l~"4~`o'rks be'shown on o~ ti ( the final plat; i a o ~ q~ ~ ~ ~ I V~ 2) Lot 2 be sub eot to- ~ ~ ,j formal site plan Qv i I review at the time of development; i M and I N ~ I U ° 0~ I j 3) The final plat,'be reoorded n6 later ti ~ ~O ° 0 i ~I (b than December 6, 1985. I Q ~ 0 00 o ~ a o ® I I ti ® ° Proposed /D L1r' i~ ® I 0 0 oe ~ 9 i Q o~/or Ufi/f E~sc~xr~I'` Q ~ ~ I ~ Q I r^ ~ ~ ~ I ~ - - - _ - - I i V) p I I I I N89 3/ 57 `Y ~ ,0 Z2t?.l~0 ~ ~ I ~'a.cta' ~ ~ / /1~0-R~ Oe.~fe !of 3 0 ~~rs~ d~sc~ib ion F?z /o'Oroi~e o~/ar Ufi/rf`' Eosc~i~~ (0. Ft. 5255 P, c N0. DATE REVISIONS DRN. CKD. APP. 5'avf/iir'es/ ~ar~er f N , ~ ) of~/,~ s'~t.'~/~tofffie 1Y89°.3/ 5T `Y .south />oa~dor` ofr~he s~/~~'o,~'f/,~,ti~/~ Nlf.'i/~o~ff,~~t/K.'r,!? oltheN!!!i/~r of s~f,~r~ ~ • . / ,3T/. 93 sou, 5oulheosf ct7rxroffh~ SN.'//~t ~®RH L C(? Y E Exisfi' 8 ~ ~ of.~fion /8•?9-/6 NOTE ~ ~ of of fheN~t!//~ or`fhe NfY. //~t /0 Eoscincrlf of of seat/o~ /8- ~9- F'~EL /~l//N,4~~' ~L ,4 T ~ ~ o-~~,, 7`0 6e voaafed. ' _ ~~~c f:..,~ CY E.~RKr,4TE~r' ~/NELC.4S COUNTI~ " 5`~" G ' e~72~/, lJ.~a D®FCAGFfl CflOr nnTe. Sion ~ ,d _ i ~ DES co: ty" RN.F1Zti wrrasuutulnt Cy ; D R.al C/a.01- Fed0, 4 - ' d /aN. /eiJy snn,Gl,4. CKD. B.,v~c.s • ~ t` V9 ~'v 1 m Q7 dr` Su%~c'~/ SCALE; /"•Slo' N aG~ T~~,a/~ 8/3 9GZ 7598 FLA. ENGINEER'S REG. No~"~.,~ FLA. LAND SURVEYOR'S No.' MAY 1 4 LL®VERAS BAUR STEVENS SHEET k pa„a.... CONSULTING ENGINEERS - LAND SURVEYORS 1-813-784-3965 OF COUNTRY VILLA PLAZA 3210 U.S. 19 N. CLEARWATER, FLORIDA 33575 RREL/A1/N~Rl RLoeT JOB NO. 16504 ~ AF 23043s , , 'u~: ix.uei~~sxs.. arsrar.y1.U: e • ~ • „ , l~E G,4tV lT 4 5'~oRM a SECTION ~8 , T(~VVNSHIP 29 SQCJTH,~ ---RANGE,: EAST SE U T/D,U BOX !t/ ° / TD BE Tl'?E• 'J " 9T~WI lrtl//, 9. gD /(/O7C P~90f'0 D d rl/C /T /,!/DEX !U4 200 PEiP DO.T. SPEC/F/CHT/Orf! 9/aiC/• lrt/U = l~l • 7.3 UN , E~~gTf~,c ca. h'S /rtl0/C/lTED /rl/ THE GAYEST MArt/U/1G FOR ti,Qr,~E~. _ ~3,~9 = 2O- . .t. PAR ,1NDUSyR1A[ .wT4~k}~f,MtH'4. i ~ ~.~oAS .;a nr , r _ ~ C~091TNE Atlr~AL4 tNRDU6N EfllSr«Ila STORM 90/IDK'~9Y AA/D TiQAFf/C DES/GAl STA~t/DfIRD.S. tiv~', ~93a o~,'iPAR~: rt ',~s 11rrN''I', Irlt~y (~'YIRV6 ~ l . ,Ny.E.=~9.~9 r24• Cau:~crcoN 5Y5'TEM wNrcl-I pUr~Alls To r1/{V.CCIQG~•"SEG (8~ rNd,W. - <a9, 2 r!d"J r~ ~ _ 9 ALLIGATOR CR6~'K~ ~4LLtGAt"OR LAKE ~ lM{~ ~ 57 ~ J 'IMP. ~ OGD rAMPA 6AY. TOP pF' lk'tlSq ~ 12 ~ J~ ~ r-,~F ~Y 4 G . E ~r ~ l c~ _ rxSKYCRE T 'P; • ,w ~ t. - " r ~ 7 ~ ~ ~ ~ $ ~ _ 0 ~ I ~ ~ .~i6.~-•i i .N~ I ({ER.GR , o ~ QArrEC. = 74.0 ~3 T4Y~kA6E~R00F ~-IEIGNT ~ ~i~rn~"`^-'~~ l sr s~+r,~~CEr G U uc~. °~1 Fr~tr o ' rx3=~,/~~ Q ,.xv'~;"ee~TnliQpEna iY c, ~Th~,r~,lrr 1 Uh91TS :p ~ ~ .z ~ ' , /NK,S/{, 5j 109,4/ ~ Q~I ~Q~~oII ~fr/~4 / ~Q~ V4 4i p / t TCpR~CE G . t'CtL ~ j i ' ~ ~ ~ : 1 ~ jRANGERLI' Z!.-~`~ f'` 1~i" i I if ~ h H~ `V ~ I I /A~I~G~.~ to l,4T/o a r". i'7u• V•., ,''~'t~~,•{-~~,,~; i ~ x I ~ G'agTE EG. - x3.17 TNRO,4rE[ y?5 ~ I'~`;' M•.~.r:~;•~ k.. . s ~ o I (TD BE CONSTRIJCTEO OILER l - , i~~ v~'~~M "1 'Ua ~ ,Y~E`f 'ORwRUful ~JORP.r ! ~„'i ~V ~ ~ ~ I ti I EK~~T/rt/~ P/PE:) s'EE ~voTE o - 9 I~. . u ~ I I 11 ~ ` rNU, - l~ •8/ c:~':'.:. s~: •~r' ~USJr ~ ~N `~"_`s~ ? ~ ~i -1 QRY:~'r ! `.sT._a DREN Q ~ p~ J ~v EXr3T N1,7 ~ ~ RT GEFT ~ I r EL 4 ~ ~ ~ NRM 1 ~l.~Qfl~/ Q~EK ~Q~~T.~~ I kW ~ N•rN~-~5 EXISTING G G~CI.EARWAtER S . Iv a x 03 E.rrvv=~~r ~ I J Ek'~STMh! 3 ~ ~ GaAYrN SANIrARV MAGI, oa ~ . ~i4 N,R~M.= ~4,~~ STD~'N/ IfUV.-Co9.CaD _ - ,a ~ 6 I a ~ e , ~ ry Blu y of ~W Tf~6 N W V4aF THE S, _ _ _ _ _ _ _ _ _ ~~r m QG ~ ~ ~ ~ ~ -,~JF/TE t~~rk .nit: SI.PfTfRS6UR tv fi5 2? 1~ ~ ~ ` ~•~u'l U•W `l4 OF~G.~B rv°, v ~~s, ~ %rC1. (r{ll/`z~' T 29 C'L,=~.3- - - ~ rU. R)Mrz,- ~ q.sue`--- ;.7¢ Q ~ a ~ ~ ~ z ~ e ~ ~ JuRI?RfoccEGe - ---~lNUE.-GG72 . ~ l'. ,~°'~~'~m Y~, ~l-{~;` w.,nj,^;~` f I ~ o . ~ - D5 E~ ~ ~6 _ -8 e - - - ' INV, R/: GG, (09 D,~ Z' ~ ~ WI yi ..t a 7 > a t E 9~- ~ - - -S ° ~ f~ to ~ .:-t na~+~1 < ~ Q S1 x~ GOOF' I .xJxo ~ ~ ~ ~ ~ c: ~ y ~ ~ ` ~ C:,I ~ ° ,`z` a, a DRIVING: ti ~ ~,?ii ~ti~=~ch,os . la wt,. Nr,nc,r ,,st »x) , - ,~'•--..°---a I .f....r RANGE Pe.~ ! i. 0 ~ Y-- ' i °CtiAilrFg3l~r ~('S; v ~ -•,~'M~i~`"'r'SHOI'P!N '„~~ot ~G cr L,.i.~{" ; ""-ar ~ rtl.W COQDF~W rIStOF-rU.W. 6.rE.ca&B 225GF,-.3D ~RC.P@D, (5 (o ~4 OF tUGU D~ gEC' ( ~ ( ~ EKfS7?,t16'r0'~ArrUAGE,4rUGyDRC/rlGrTl/ 8,'Cr< "RC.~? J ~°o¢y:Ct,st CENTER ,I ~.w a Sr o` r ,err-~' ,l / ~I /~A • 51 EASEMENT PERD.R.6.5255F~ r~BG. D~ r5 / ~ L/C / E H GH I ~ I ~ ~ x ' GUI~•T.G-E3RY ~ n g ' ~4 ri BLVD! ''1 ~ fs~STOk'y.F'l~l. 3v.` ` ~ 4 PQOPDS' D O~ ~ ~x X ~a I`, r x K ~ x- 5E ~ ~ T¢~ I ~ I S aaT ~ a~ PtAI,p'1~~~ t, Gou .~I E DE7'!ar ~ E .I ~ , , ~ 13 I ® Q a ~ ~ fXST, EC~E d F Eli ME~G~ ~ to r , ~ FRANGf a I , I .l8~lu , E • 2 W~ c i I . ~5~ -----i SECTiDrt/ /(Vt!= 70~ ~ - ~:a~~~"...~ ,:~~:~~:,r:,•F~-~z'~;w~ t~~,,,,,m~ on Qll1i1 E~. 7~3 i • avI /Nl~E~'i~t!°(0960 ~G j. I TYPlCAI. STORY- euILDI~uG • I EYi3T D• I. 2LE dV(~UG ` Q ` i .IY ~ ~ a g ' KEJGNr p~AGRAM , LDCRT'I DI~1 MlAP ~ ~ ' IU~TE COrUD ll/EW~I gCCE.~$ D ~ roaoF6?arE. rq.Qi 0 ~ , s~ DR y _ l ' • N D h ,cn~Qaars nvv.: ~3 III ~I ti.rq: _ ALTS. A° ' FROM cor 2 To EEtC Ek'ROA { , ti, ~ 73,3, N ~ ti ~¢a ~5'NALG BERE~IEwEDBVrTNE u 62 rn~~E~= ~~q3 ac• ~,o I 3 a /NV.IU=70,93 , CITY ;45' ~,4l~TOF TE•/E 91TEPLArI( . ~ ~ I. r ~ - , , , Q ,I I v N?.~, ~a 93 V ( I LEGAL DE'SCl~1P17D~.1 pROCE9S.. ~ Q - I . N, RrMEC• - 73.89 ~ I I lNd, lJ, = ta953 D N FF. ~ 7r ' The S,W.a of the`N,W.; of the II ~ ~ I m, x. I .T _ ` N.W. a of Section 18 Townsh~. r I) O ~ I ~ c~,uo or/M~ PAD ' .I. ~ IUNIT TABULATION ~ p SQ, FT. 29 South, Range 16-East, Pinellas 0 . ~ ~ ~ ISEE OET•9/C ET ; ~ L [ ~ Q 'a \ ~ ~ ~ -TYPE OFUNIT LIVING AREA N0. OF UNITS..County,: Florida, LESSthe~west I r ~ r 50 feet for Belcher Road ~ n• ~ I ~ B 425 8p (.County Road No. 27) right-af-way. >tIOTE' PIrU~CC,QS' C~urt1TY ( I _ ~ . . ~ , I ~ C - 180 40 Containing 9:1.84 acres, m.o. , ' ( ~ D A78 40 E lCEN3E g ~ ~ ~T) ~ S ; ~ ~ ~ , . UT'lG(T'l 3 G I ~ <srr~'cE wrrrlo E,~ / S ~ ~ ~ ~ ~ ~ F~ , , ~ 5 I I'II f `?1 , l FORQG~ I ~ ~a• s? ~ e . ~ ~ rr ti ~ s , RE~u lEp i ~ / / q 0 ~ ~ . • I~M C ~ f rt/ 3 i•• I b~ ~ a ~ T l~U C.R I ~ . v. ~ ' 4, WORD Wl El ~ ~ ac. 7400 / . h• ~ , . ~ . ~ ~ ~ . ~ o I. , I v ~ ~ m Z PvC ATE ~ ~ t. ~eo1~.~.--'' t ` :'Q ~1~:•v'~? `1 , ' ''b ~ ' PI~OPOBE010x_l2'C'ONC, pl,~Mr'-~"aTER _TOTAL ~ NUMBER OF UNITS-- „ 20~-'..~._. ~ o P~10~5EEDE1A/c sffT ~ , ° 27 RIGKt OF- W,QY. I I ~ la ~ /Nv, w.'- r 9 ~a 9~ .fE%P4~C C~D:I/ ~ ~ .•-f--- 4 ~ L.~, 1 ~ I Q~ 7r. r9 y ~ ? (t l DOUBCE Wr~UG) I , /NKE. ~ ~ o ` ,ti,, i a$ ~f' ' , TABULATION OF NDTES 1~ ' ~ DF 0. tJ` ( t . , _ 0 1 <srru~cEwlrll~ oRr ~ ~ , n C 6 ICJ°!D ° . Gross. Site Area 9.184 Ac: .~tJ 5 I, I. I a ~ 1 v ~ ~ ~ ~ , ~ ti ~ ~ C. B ~ 2 ~ • ~ t a ~ a i ~ ~ ~ ~r , r t ~ r , , ati ~ e~ ~ 74,04 Ur~crry EA5~ME7Ur ~lor~ e.~;:~~00 ~0 I W ~ ~ rG .r~ ~ ~ ~ 0 Q ~ ~ . ~ ~ /~rv, ~:7ic4 ~ Less Future Cormhercial P'.0 ~ A lO,QD YUtD~<UTiCtTY EASE'MEd.t~ Development Area 1.078 Ac, /[/.5'71,50 ~ ~ ~ BE?-79"00 ~ ,rs ,r' a~„r~ ~ Q~ A/ q4 ~2 I dl ~ ~ / ~ o . .Ail ~ , ~ FUTURE ~ n a i 4 Via'' ; ~ ~ ` 6NACC B~ GRAAITE® FOR RLL~ CYTY ~xrSTr~/D C8 (J • ~ ~ /N? t~! ~ 7r. a9 ~ ~ t -1' 2"Pt!C,W~tT•ER ' ToP EG. = '7 • 1 ~ C} El ,'~w~ 1'~.~ 1 ~ P SER?fCECC~t(WI] ` ~ G Jd ' ~lAlUTAtUEp tlTlt(TIES WfrN11J T'UE Site Area 8.106 Ac.~ r ~ 'LIMITS pF TX119 PROJF,CT, ' r: ~ $ USE AREA - % OF TOTAL Q p Buy Ong oqr area = 2,03.. c.± 25.03 ( wax C. ~ (incl: porches, landings K ~ ~ ~c.` ~~.oo ~ and c1ubhouseJoffice) V L x.10 5T EE , roe , ~ ~ ~ _ ' CCE E Q ~ " - Exrsr. MN, ~ ~ _ C' ~ ~ : ~ • ¢•52~~' ~ Err 77. ~ I e ~ INV, .ri, ~ 7.~,v0 SLAIN/ Ec.= 73.99 ~ 1 ~ ~ ~ ~ ~ 1~~ ~ •02~ ~Q~r ~ J ~ ~i ~u? - ro• ~s ~ ~ ~ RAG4 , a INV. W,= 70,9e 2. Pavement Area = 295 Ac:± sra,3s% ' d ~ I,u~N:~o,90 (incl. parking, walks, ~.I. d~ . a~ drives, stairways, pool ~ . t ~ ~ , ~A. ~ .and deck.). 1`~ . , - - G ~ ~C I % G'/IT/Drf/•S Eli GI!/ e o ~ 9 rPl~,9 CLUeNoUS ` w ~ , ' ~ 3. ° Open Space. ~ 3; r3 Ac. ± ~s.s~ % ,N~ (incl, retention area} Q ~ N r ' ~ - r4.3a ~ ~ ~ In F.X~~firf.T"a Cr~Y r1F' Cf.EARWQt~R 43 ~ ~ ~ ~ ~ • • ~~TE_ TOTAL SITE AREA g, Y( Ac.± i0a.ao % i ` ~ N :I A PD f 1 t.c/U, 73,50 ~D Q I 1' , 4' i ~ i I , 4' Q ~ ~ fry i ~ ~ Q ~ NOTES: ~ ~ ~ FE,M.q.~F,LA./'~~!,//D) F~ODD Existin Cit of Clearwater Zonin CG Multi le • ((,YJIJBLE'W(rt1G) p I ~ ~ ~ ~ 1 yvt!1 ~,L{. ~ V,, ~1• I .F: 7r a' I • 5 ~ ~ Q1 ~ ~ d - j , 9 Y - P~~tiE z0/U~/U(~'~'•(~ dwelling useage as regulated by RM-28}', p , a A ~a~y. ~ 2. Maximum density _ 2~ units per net acre. 4 B,C. = 74.00 ,IS W ~ ~ ~ ' ' , i I ~ 3 3. Total number of units - 200. ~ ~ o 4 II. ~ ~ ~ I•' ~ 4. Density Calculations, a \ , ~ v, i h ~ . o ~:I~J ~ ww ti A. Site Area _ - - _ - - - 8,106 ;c , Acres TH/G OF E~i/TITH.I/C I , I , • _ _ _ _ ~ 7G.9 /UOTE FOR DE ~ P~ ;b~,.; - - w ~ _ ~ti ~ , G _PAYEME,UT fl~(/O CUflBS, SEE I W ~ 6~ Co~.At, Co1/E ` B, LESS 28' wide roadway^far ' t`,.: ~ + • ~ ~'''~',r,}.;-~." N _ computation purposes 0,962 Acres I ~ ~ .p i SHEET A/Q ~ OF 5. .off (fie ~ ~ ; ~ ~ ~ L , I ~ , ' C, Net Site Area .for Density ~ ~ q. ~ ~ ~ _ , E /0~ Purposes _ _ _ _ _ _ _ - 7,144 Acres t C ~ C ~ ~ sl6N EL ~A7' a' W Acres x 28 un%ts/acre = .200.03 Units , ~ ~a~z ~ l ~ ~ . a E ~ I 'r/ , e' , ~ ' ~..8~~8 allowed (200 units pro osed ~ Q I r• , o i r'~ • I°' ~ ~ ~~:r ~ 1, 1 I s I .F,, I fi ~pROPaS6~ Pgv'r.' 5, Plaximum building he%ght 25.03} ' Q B,G; 74,00 = . ~ .I ~ ~x - ~ ~ .k ~ r ~ _ I W 'y~ l I r ~t r~ p ~ ~ ,ww~ ~iAq 24"~~YCr1RB ~6, Setback re wire tints. ~20~ ~W ~ i Q ~ q m from property line J ~ ! 'J 1 I 1 ~ I ~ 1 ~ 'I~~•~ I `1 h ° a ~ _ 3~ 4„ /n~~,u. ~ ~i 5z ~ 7. Parking requirements: 1:5 spaces junia = 1.5 x 200 = 300 ~Q \ i ~ ~ r - ~ 1 t 1 ' ''••T ~ N required, 313 proposed (includes 6_ handicap spaces) ' G--~l _ _ - , o Q,~`t ~ ~ d ~ ~ ! 1 I / T., G~JCf~AL N . S ~ r.. =1a' ~ n al ~ - r, l l ~ I I I Q ~ t.. ~ 1a ~v ! a ~ ~ / r I l ~ f l~ r t 1 , ~ oy; ~~r p( ~ i. All eleti•a±.~~ms are based on N.C.V. dattul!~ Contour:` r: / j I J 1 i t , ~ ~ ~ ~ ~ l~ C4 ! ~ 1 l_- I ,r ~ ~ ~y~, ~ •',.1 tU +i interval = l foot. contours were de;~~rnn.ned ~ / , ti ~ ~ l I J '1 r IFF, 7. ~ ~ ~ w ~ ~ l , I ~ ~ ti I ~ / / `l I 1, t q m ~ ~ I r"' ~ V j PRoPos~A~t~~ pragrammetrically by Hamrick AerLal SfArveys, ~ • l D U ~ ~ ~~x J 3 ~ 1~~ , , Clearwater, FIB. '[ate flti~,m:--July 25; 194, I r "et ~4 ~ ~ , 2. Ail dimensions are approximate, r,. I ~ ~ / J I ~ ~ I. ~ ~ ~ ~ 3. A Fineilas County Utilities License is required ~'I) / / ~ L. `t ~ (5'/r(iGC.G' dV~NG BDUTN~ J for alI work within County road rights'-of-way, ~a I I ~ I r _l ~r ~ I _ r 7 / ~ p n ~.,..>_N I ; 4. A11-water.,maitrs_ahall~_be run...."solid." Taps ,will ~ ' j[U ~ a ~s f' ~e by buz ng plumber building v ~ . , • ~ ~ _ m 1. r,~ ~ _ _ , ~ a ~ be made the 'ldi at fire of ~ ~ ~ 1 IEV~/ , ~ ~ I B.C. 7¢DD • / ~ construction, ~ , IruV. E, ~ ~1.s0 PAN V _ 5. This site ,lies within the City of Clear-water water` 3' I ~ I ~ I ' r ~ ~ ~ ~ j ~ I,, ~ ~':r"'"" J D x C Ip~OPOSEO X X21 ~~P 1 ~ ? and sanitary se~,~er service areas. 5' 3~ t d, x ~ q ~l1 • ~ .r, • .'s. ~ ~ ` ~ ti I 040 ~z J/M e' ~z ~ 1 l ~ I ~ r • '~i 8 ' TiUMPSTER / S/G~( lJETf~IL ~ .'I~ 6, The locations of existing`utilities'are based ort alas ;4 ' ~ PQfl ~ t"-lb' ' ~ ~ ~ ~ Sheets, field data.. and survey by Geo,~ F, Yo~,ang, Inc. '~a ~ v I•. ` ~ QI ~W X14 ~i~'4 ~J~n l 7, r. p: 1 J ~3.' ~ i , , . , , s.x r~r ~~R b 1 ~ ~ , i. ' ~ l5'EEDGTA/L5'~~3) ~P~ ~ ~ ~ dated 6/27/83 (ro°. no. 83US0095 and s};all be ver'f'e • . ~ r;,w r ~ ~Q ~ ~ IQ• {.~{1 m n'' • p ,I g 4 ~ :r; a c ~ a ':'a` ' I prior to construction. , i. I. A 4 ti P ~ L ~ i i' t '1 ( I A , r a ~•s f. r .y ~ ~ , c ~ S •I~ Y ' y ~y ~ y+~: „r ~6. ~ i'-'. ~ 7~' T 5t N Ord' v q ~ / . ~ ~ 7. The contractor shall verify the locatmion c,~ all , , K I 1, "'~.1 ~I .rl ~ i ~r WJ•~1 °tii~ t ~'~t 4 / 1 ~ t? i I . • . . ~ ` DG ~~utKj+~',q existing utilities pri'ar tto constrdctiar. y.. ~ 1 ~ . • , , z~' I > • _ - I, ~ y , 5 t... ~ ~ ti " • D vIPS'l6P A~04 { - Q ~ 8.~ The existing F.P.C, t.~ansmission, system al;,ng Beic:her ~ Road shall not be disturbed. ' . i ~ I ~ I b! r l . ~ d « a; ~ I 0 t 1,1 ~ , ~f/O / ~ _ ~s Y ~l ~[If ~ TE. Cf1Y OFC'CEAKWATER GAS S~RVECE !S AYQICIIBCE TU I}115 911,` ~ QEZOrt//~tJG APPG~C<IT~OrV FOQ LDT /(r~"Qo~1iI CG' ~ ~ 3 Q / I _ ra Q/l7 -28) ~Q~ 8EErt/ ~l?Br17~TrE~ Ta T«~ F'- 7.92 ~ I / ~ ~ r ' ~i ' l INDEX OF DRAt~'TNGS CITS! I ~ X8':04 ~ / • I , ` ' F'F,77 ~ ~ ~ ~,r: Sheet No. Desrl r}t ~ o•~ i ,k.~ ~ P D ! rM 7~ KOR/0A POWER I . AP Q X MAT L l OF' ~ l5' I 9 ~ 1 , ~ I ~ 1 Pavi nc and yDiarnage Plan ~ .210' C u rcl T6 E s RE 9T 1~. t CoQPoQQTra ~~aalU~ cl 1 1 ; p . , , ' ` z t~T: ~DANCaER TtMBERJPERGt(•{.B.1d4, ~3 - - D -R- I ~ ~6 f,j,,,fT,^ ~ Y 2 h'ater~and Sewer Flan S •3/8S P~"~P/,UEII/IS COU,UTYAEIIU/~9EME,VTS £f. ' t 4 /•/4.85 ,C'E4/.~''O l~/MPfTE.P f~'D COC//7"/D~t/9 Y. B, ~ , , p p I ~ . • . r cX~9T/~f/G QB 'I''~ _t~ i ti ~ 3 Paving and Dra~naUe ' ~ ° - - ` ~ Typ i'e a l . De to i i s 3 9.85 gODEO UT/L/TY CDNOU/TS Y.B. 5~^'` \ 4 Ytia ter and SeW2r l ypica l 2 /2'/5 dODE4 91NALE -5'OU7'N B/JD!!T6' , '~1/~ rtiv, =~~go I I qh' ____,E,~SWAtE ,,,r ' ~ ~ ~ r ~ I - - ~4 . • / iD3/•81 PE.E' C/TY DF CEA,~W,4TE~' ,PEl3U/,eEMENTS' Y. B. • ~ II 13 Detal.tS, _Entrance -Detail N0. DATE R E V I S I 0 N S '.DRN. CKD. APP. (S1oJrud,U~- ~o roo I I ' " P DPOSED FENCE - h ;~~.,r r, ` ii 5 ''bite Construction Specification; 5' I 20' "~h• ~ a'W;CoROFSw /l~4FrU,lY /q ^I, ~•--I ~ i ~ ~ ' ' ` I ; 4 . ,r• - - T (NCCUOED V ~ _u k _ ~ i• I k LET ruo x x x x i14~~~~~ --7s 74 +,c J I ~e~R~~~~L ~~UC. I~.It,..+ ~A G'E~t/TgC ,~a,~Qc~T~E~t/T PQO?ECT~ 1s A / a ~ r'- I r.,_r Vii' _"'.-t ':..r•-_-" ' " ~ j I .I a i(/89 5? SOUTH grVOl/. dF ~W /~~F rf/ly l4 I / i J 9l ~ ~ ---I E~rsric/6 c~ ~ ~ ti A(N D OR T/G/l I ~_-_I 1 ~ j ~ fYISTI~IG DEScRIPrID~I PR~PG~C~ - Ir'Qvl iV H~/ ~D D~~r~(yh~C~G ~LQ ' I 'o i r-~ r- of EXlSTI~irG l0 G~Z AGE Q,(I ~ U Sr ~ i ~r(R/N/EG, ~ r3 s I;.r! m . ~DF /t/k/ /,s1 DF $EG. T29l5, R /G E, tt Q ~ , ~ 4~~ ~ i i - A'(GNI'~QF•WAY OR PR~7PERTY -'--,.,....,a. ~~E,4awgrEa P~~rEC~AS ca~rvT?~ , ~ ~ ~,vv. rv, - ~ 9 ~ - - - ~ ~ 4, Z I ' , ~ , •~2 I EASGMENT ~R aR (3. ,~2 l,4$G nv~ yi, = G 9 85" ~ i ti I F , ~ , I F . ~ 1. I • • I ~y s . r9/off fNV ~c/ E. D, 75 ~G o~~T,«- ah I I I I by i ~ I ^ ~ ~ F „ i -r • , n ~ ~ i LINE Yn , - P EPARED FOR: DATE: 9-/8 '8g APP BY: ~ ~ ! b Y~' J OQ C IiE DES. T~ ~GtL/~~E /`,.~5' G~f ' , r~. S _ i I n~ r-.. ...A 1~ r) ':'vt^ .Il. iy .'1 a1~ Ah ~ f•~p_ :q!_ 1" 1~ L!C}11.-~° !'~~..:f L':i /.•~~i~\ n I I In r1OV i i i hr v. ,v ~a- .4 ~wr/ i Ar„"~ i i .......:i:kt'~;:•i .I'1 4.l.iP4iFQf:2 „l?.,,. eule B5~ (00 4 r U~~S CKN.O.G:G. Z( - :4':~, •...r L•a,,,'•4i'' iC~~- i.'~P`tlri~5~t,.., lrt~il.,,f! ~ i r- r(~0ACE/1?A6k'Y SCALE: 7 7 W4MAI i as N. - PAVEMEAlr TgMPW) F"Z,4.33,,19, SAtiIOy"LLDV p co FLA;ENGINEER'S RE tU TE• ~t/D Ol'(VE,Gy,4Y S~(-9CG BE CdN,~7RU~lED i ~ra fre c8, r FLA. LAND SURVEYOR'S1~ 7l0 . , oe--, 6T0~PM 01?AjkJAGE - -o - - FR M T T CCfIE ROg4 , -5 -t-- SAA.l1rAk y GPAvi N MAw .-4z4- 5- sHE97 p . LLOVERAS BAUR & STEVENS ~ 4rCe M4 14J FN W-44- 14/ CONSULTING ENGINEERS -LAND SURVEYORS: - iFMfVpoE M,4JAJ ..~~,.Fkh --t 1.813.784.3965 Op OUNTRY VILLA PLAZA 3810 U.S.18 1N. CLEARWATER,'FLORIDA 3351 JOB No. Certified as a true and correct copy. Approved-'AdAetriistra*t;Lveiye 5/6/85. Witness my hand and the seal of the. City of Cl4ja'-r'4i `r 'fo,r"i`da; this sixth day of May, 1985.° :. ?. d tY C;•ty`„ lerk Minor plan change approved by City Manager, mem ?'a't-tgch•ed,.•'? _ , - 1 AF 23043 T - - r --Cdr _ , _ _ - j'_ 0 r2 - " SECTION , T~VVNSHIP 29 SOUTH, ~ RANGE • /!n .EAST - y'TnEt~l •rr K ~ _ ~ ~ R Ex~sr.C. R / r(./. !W OaRrt~ER r3 T Il T F~'c~ia 7WP, c~ ~ H~~ Q , , I .ti~A `rrvousrRrAL W'~U~,~'I~~~r,; ~ ..:.GASr h , RDE; ro 1 " ` r i'r~-SILL tNRDUbF! rrllf IAI~, SfoRM 1 ~ ~ oXBP~ _ , . ~a~,v~c~'"rq;~xisrr[v~ crw I LK.~31~ _ CAiLEGT(dr<J'St/SfFM WH1CI•a OUtFAGI~S ?0 - 7~EawNE~ ;SWACC ATTEMPT ro aaTaiN 7x1E C'R W~r~-Q QE" Cl EARGUQr F N, qS3 ~ i ALLIG~4toR cR~EK`, ~4L(.(GAtoR LaKE _ ~ , , , , ~ ' vECESSA,eY oF~,~i?E EASEME/v"I' TOAILOW CON~EC riow M!1/rV. ~7.4P rD BE il/I/,[DE BY 'w~„WG ~ 'I I ~ PACMS OlD tAMP1~ 6AY~ . ''r/D~ , ~ ' ~ ; , iR,, v~ cw" a Gd , , _ ~ ~.,-4, ~ ~ ciTr_e eoF aA rNE c.~AurrYSANrrA,eY., sEWE,e as ~E,eEati _"l~" TNIS. EASEMENT' l'ANd/OT BE a8•rq/rtlE,D ' ,SKYCR $ ,1- ~ ~ /k~ ;Are{ ~ z, CAR A, 'R 3ysrE~ rd ~,vcauQ~ rEE ~p ' I P~.'4f'03E0 T{~ ` ~ I I a RLV, B. ~`c'. L.I " . THE AlTE,Pri/ATE ~B`SfIiI//TA~'YSEI~ErE' ` n i ' t(~L Ic' rl a L n r k ~7~ ?I~T11-~-'-!'." , ST Sf?~i ~INN~' ~ lPh'It4t~- j I ~ NIE,t,/T~SEE~t/OT~" q,Sc~' 4' I , ~ _ a CIIN~/ECr/orU, ,~E•rAi~ sNarr~r Ar rPiG~r T " rr~xm~~rG I. / a~~ d RUM RCGRN ClL^ \ ~ L{MIT: ~ r I11 a[p ~ S, ~ TERR4CE G6' r110RCIrF :,.4 t:aL! ~ ~ v ~ rf/gCC" BE CD.fiFFS7~'TED "s. 1. I I AIECT EXrsrltiG CITY, OF , , ~ roN rA ti r F ~F ~ _ ~ I ^e ~iRANGER Lrt 1 Z Lt f PAC f ~1. ' v. f t ~ I~ - , ..1...-..~ , CCEAR~NATEk' GRAS/Tf' ' ~`~MEC.~;7~Q0 ~ a~ 1 r:{ \n / r+. a , •,1~., x' I ` ~ ~ , r,E'( YGR4RN nu I `Jl7r V.k' i1 1 \,1 ~ ,a ~raa y 9EwER. GROU r~ rNr! E~:YV.. G 5.76 ~ , t . I SAN ~ r W ~ . , : o TIrU CT TIOrV , lNV.S'-lclvl7 t.~~~~~*•~ :;r"~ ~ ~ I ~ ~ ~ ~ DREW ' ~ ~-~.ST._a oaEN D~ i ` i Er;rsr. n~r~ CDNtiIECT ro ExlSrhvG .r ~ E"cr' ~ ; ~T ~ .I,. I SEAG~TO PREt'Etil r`I t . ' , ~ I ti I I T ,l~ Q w EKl3 M b' x e , I ~ ' , V,u•.~5.rz C'IIYDFCCE,4IZW.QTE,2 ~"/TE ,t.a;I st.pErEPSeuR ~;I , k W; : Z I RIME[ ` . ` [,u~!N.°~5/x EKIST?rl6.an(D~CLE,4RWATER 8 1 E~/grMfl E~X/57' _ _I ~ ~ { F° 'v - +3f?,~I~ITY /I/tQII'!l-IOI:E.. J° ~ . _ ~ " ~ ~ ~ ~ OLLiGf c .M.K ~ ~ pt4PPhUY.S. GS.~ / d0 r h7DR ~ h, .I o ~ - - ~y,/z c~avrrv snulraRV Mal~1, , 110RTN Ac gW y4 A~' tu6 cV•W ~40F hlE R/ME~•' _ _ _ - - - ,N: I Iii _ , eF r2 rr4` sic: le P 5 ~ /n1?E1a?, =6rao8 - _ - - - - - .,~1.., G'kQUF~` 5'EAL T1J PREVENT ~ W U " ~ a t, 3'~'!?3, , ~ tE , a _ _ I~~ • r I fir, f - - _-Q---'~--~^s - ~ ~ ~ - - ~ --rte - hU~ic r,?arLOrtl, ~ x. ~ 25CF~"P?,C.~0.40% ~z ~ ~ w -Aa~h1 ` < 4 5T z GOLF. 2~ z~ ~ t-~ WhiiM.f.hGfZ~ ¢i DRIV,ING I ..~..-e-; . 8 N - ~ ~ se- - - - 3927`_ i ~ ~_c: - /„1,..... I ~ --=~-4---I,J~~'- ------i PROP03ED ORAIAIAG'E~~OR ~ zi ~ 1 ~4" o it RANGE ~irnwbElN DA r- r I ~~+L , r~ ~ sm rr , , Ul`lLltY EASEMENT" ,vaRru ~ i~ ~sHO ,Np 0 3c SHa~42 31' ~ I I . ~ 'G;rEcaacE ~ t ~ ~ vvsr , - .I ~ ~ IcapY~~e n cENT~R - ° .4 , . " ~~Y s; _ a ~ ~uw O II a GULt•-'1xi-BAYS, s,:,,~ ,4h ~ BLVD 1 [d OF.N~ %OFgEC'/8?c~•/~ i Exrsrl~G'-ro~Q/ti~at~4r , ~ • ~ ? s _ Q ~A , DBE I I ry 1 r, ° 5 N ,asEME,vr~a~.aaa~5sa•~ , ~ DP05'ED Or!?V x PQ 1• ,I acre oaa~[rs~ x K , ~ ~ ^ ~I _ y~ ~ PLA7~/~'i Y'~('!~-~M- ;_~i.n.5 I ~i I I COLT ~ ~ 9A~firARyS'EWE,q , , x T ' I 1 I " ,,~EXST,EASEdFPA?E~r?EN~ I • I CfU~E ~ _ oY~~'coW~ta~ ' _ I ~ t1~.~J rwa ~J ` ,i~~l .i is ir~~~~°iiwJ ~inn,,,n ml p~ ~ •i ` II • I , i' ~ , ' • v ~ A ,,r. i ` Q . , . • , ~rrr ~ ^ ^ - d SroaMOVER9,4 q~, ~ ~ I ~ Y II ~ ~ I ~ f ~ ~ -4~ I RlM EL., 7,~ I j ~ ~l`'f 1 j~l~ ~Q~ ° , '~a ORM /~t/Y. l0 9•d ~ Ot Pr40 • ~ Lt BE d 5r ~ ~ l - - V ~ , ~q ~ WA TE' Q , (E E o~ oR o rU~l FRDM LOr2 TO 3EGCf/ ~ Q ~ ~ ~ r ~ ALrawEa I ~ ; ~ , ti I• ~ cr. = ~o ~ ; L dAl1~~eG587 RO. F7[C/AL LG~'ATtOr(1 TO C~7ER U ' 1;1 , ; , ~ • ,f RiMEG~ ~soa ~ ' LEGAL D~'SCR1P170~.l~ 1~ I MldH!~G,72135CF-8°RV.C. I~ (IY~OT2 I ~ W,~, 0 lYllrUE!? OURI[tf0 C ~ . I I v , a o~ ~ D ~ \ ~ _ C. PQEL (MfrV,4QY 5'lTE ~~1rt! 3 I.1 I - TQQMDYE ~-S-S,4AJIT,4RY v, ~ r :7~4 I o , m PROCEB.~ ~ I„~ ~ ' ~aMdYERSQN/TAr4Y @4.40%, The S:W.4 ~of,the •N.N.; of the r i p . I I ^ ~ . x 1k 1<, N.W.q o~ Section 18, Township ' ~'~1 9Atil. l'A.lV'~65.81 I ~ , I•r I _ . ~ ~ 29 South, Range 16 East, Pil~s° ~ ~ ~ " ` CC..2.5 s County, Florida, LESS the west ~ - a , ' ~ • q, o , I• , ~ , \ tv , „ 2 I 50 feet' for Belcher Road I t , (County Raad No. 27) right-of-way. N ,r k v: ~ lu?a~46 : ' ~ 7~96r I~9. Z~ , w , ~J' I • - ~ . h • , ~ I ~ r~rM~' Containing 9.184 acres, m.o.l. P«r~ccQ~ ~utirv i ~ I M ANN E•G?' ~ ~ ~ ~ ~ " r ~ hlt!~t.l•~-731 0 Q, . , , ~ _G' , 1'lL TIEg L~CEiv3E' r9 I ~ ~ y ~ ~ I 5 l !~/M E[. 75.7. / / ~ ' r . , E UIQEQ FD Q srue~ R4 i I a ~ ~ ~ ALTER`~uAT,E "8" S,dA1/T,4~Y SEWER . . I E=x~. ' n// CQ ~ ' /N /c'°' PLUG 3/SIFd p,1/,C. 0,40/ Dl'S F~ /I / Tt-/~~ ~.,.1 ~ I ~ 98RV/L'E LATE AG r CONA;lEC?/~Il! DETA/G ' L, N ~ _ ~ r kT OF bV.4Yr fl~ / l(f, ~ RG' ~ t a ~ - • 7G,GF•Q"p~.'2G p. Y. C' W/~7E~' x I 9CACE1 / ° = 40 ` 1 I i J r ~ / .N.QS~MB[Y ^ ~ SEa~~cECOrvou r F . I I V rNV.~.96 I x> ~ ~ , ~ e~ , I. ~ , : ~ ~ WN AT Rl('NT CAiVA,~OT B E EASEME~tI T , ~y E OBT~/NED, I Fi ~ (0 A ~ ` 5 , i . ^ rrvP ,,I 0, ~ ~ II4 ~ t ~ e .P/MEC. ~ T4.~/ ~ • i' I ~ _ , ti o _.M.y 3 . , N I4 I • ~a . , . • ~ RIMEL.=.75.7 I ErERN/ ~ ~ , . y` a ` - / _ . p,C.~A ' G ,rna • aME 4x 4` P,4o , . 7 J ~ ,M . a /NEE°1739 /N!!ytI'=; 6.,4, I ~ TND~X OF DPW [ra° ~G~~, NCIn~;S: - . ` ~ l , ~ ~ f iU'.'1 1. All elevations are t~~~se~ on N.G.V. datum, Contour.. $h ~ sh~~.~; N~. _ _ ~ , ' Pauinc ~.r~~-i`~~~r~~r,age Plan Interval= 1 foo{:. ~or~~~urs.were aeterminea ~ ` - k ~ ~ ~ ' 7 ~ ~x ~ ~ E~ ~ ~ ~ water`~~dn~ Sewer. P] an ~ programmetrically by Hamrick Aerial Surveys, - V~L,4~10 ~ Pavr>~g anu brainage ~;learwater, F'L, tkite.flc~m--July 26, 1989. ~ ~ ~ Typical Details All' di:mensians are~approxzmate. , CCE - . , _ ~ ~ , ~ ~ ~ p Water and Sewer `Iy~~;ca~ A Pinellas County Ctl.la.~zes License is recl~ired I ~ .I ~ / " 0 2 ~ ~a. 11 work wxfrha.n o>ant ` ~ ~ ~ ~ Detai7s,~~;Entran .e r~~,t a~ ~ ~ a' e ~ C y'road rights-of-way. I 4 i x.50; ~~i 'a r ~ ~ , ~MUlryln9.5f 1'~ ConstruCtlon Spy<r~.~.,~.~~~:~url,' .zl"wat r rliazns shall be run "solid:" Taps wi11 5 --4 • - ~ ~ ~ +G CLuBNDUSE , , ~ be made by' the building plumber at time of building ~ _ ~4.... y , I . ` , ~ ' ~,U? W. ~ 70.0/ construction. 5. This site lids within the City of Clearwater water V r ~ CCE4RWAr~R 4~ ~ ~ • ' • . ~ EXr57rrrGCr~~~' W ~ ' • • i and -5azti.tary'S~'e~ SerViCe'ar@aS. ~ . I ,Q pE~ r. 4 ~ ~ ~~u Tai VE m aLu ~ , N ~ •:I . 1 ~ 6: The locations of existing utilities are based on'`Atlas , r R~ , , ° _ Sheets, field data and aurvey by Geo. F Xoung Inc. • ~ ~ 71 ~ . ~ , I s a Q m IW, .,.r , ' I a a 753_.-w _ ~ ~ , . , ~ , , t ' f ' ~ - - dated 6/27/83 (prbj`no, 83US009S1 and shall be verzfieu a a f ~l ~ i ~ , o ~ ~ ; 9w Y - I~rior to constnactxon. ~ 4 ~ ~ I. 7. The contractor, shall verify the location of all ~ rlrlLrfiY E~~~ I ~ a. _ I , ~ ~ ~ ~~sting~utilities~prior~to canstzuction. i , ~ 0 ~ I = i 0 ~ A (D,~D," 11ItD~ Ul'1L~IrY L"A5'E"ty)~~./1~ g' 'z:~e~ existing~F.P.C. transmission system along Eelche~- •j ` 6NAl( 8~ ~Gk'.G~tT"C~] 'Fll~ ACC C-Iry koad shall not be disturbed..... I ~ , I ~ ` ~AI>~IrA?IIEG'ttr~ll~r~5 N11~'llllJ t"I!E - ~ ~r~~r5 pr~ rr~?9 ~~~aJrcr , I ~ r ' 1 4. 4X4'P,40 k ~ . I. I " .d m ~ I _ _ ~ _ t . - a ~ ~ WW~~ ` ,~10Tf,~ ~C~1'YOF~LEAIpWATE~ GAS. S~'RYICE !S AYAIL~6k>E 7U T~IiS ~IT,~.4 I , . , 1 i r1 o I ~ ; ~ Q I I.^. , r :O , ( , I t r t ~ Z' I W - " @~ ~ , to r r r ~ A ~ I r . i r ~ t MOTE ~ qCC o~-F~/TE AQEQ~ ~~,~c~ - y ~ I BE QEsTaQEO Ta O~L6'L~t/,4C; PQECbc~S'7'ac~Tiarv ~,fOQTi~ ~ ' i e W ~ - C~tio/rroti Ta /ticavoE 5EEZ) ~ /~/~~cy NI r - ~m o~i~ ~ ~ r Q a ~ it ~ ~ ~ ~ ~ , P,~vE/t~E/U~-~ESTaQ,4noti, ETC'. - r ~ r ~ r r ' ~ n ~ ale + , r , , r ! -i I I m , ~ ~j ; I r: I _j ~ ' ~ l I ~ ~ I ,c,~a .9 ~ r ! M., ~ r ~ r .•I I ~ • I i ° ~ ~ I 1~ C~ ~ ~ o ~ , ~ o , ~ Pad' ~ I I F ! 1 M I W 9 ~ I ~ ~ ~ e I , j tom.. • • I t , r ~ , t i~ : _ _ p,-f--- c, p j ~ ~ ~ ~ W f-- -'7--IRt*-~ - ~ w~-r Q -74u-~ ~ ~ -fir- ~ ' ~ Q l ~ P,P e ~ K ~ P.P.~~ - P.P. I . ~ . , ~ ~ ~ / ~ / r2' ~ f . ~ „`yATER ~g tR' 2"0 •2G R ? ~ / ~ 'I `~J ~ ~QJ ~ w 5'~Rh?'E~CONDUIT--~ J ~ ~ • ! `V METER / ~"'i I i / ~ i o ~ R r i c / ~ I m 9( ~ oc.~a, _ ~/~'E NYO ~ / ! ~~o. ?c; QyicE' 1g7~~tAG ~/0'0 ~ ~ ~ ~,t/ECT TD E~'t5T/~t/G Glf~/Gi'~ s <.; ~ ~ 4 . TERAL 200LF-B RKC:C~D, . -----r- v I. 3 1 ~ ' v y, ~ /o/(Mrarl FOQ C'Dlt/rnc/U.4T7DtV~EE ~xr5r~,clG CUa ~ erFQawaTEa~uAr~,~niv , ~ / " . I ~ ~ °,L/G' 4 ~7 C !•S f'~ D~C~ - ~TqP TD BE M'4PE BY C'?V OF1 PCq~U C LEFT ~ ecEgarvarE,e warER sNSrec??), / _ i 7W ~ UDECTEE"?a"VQL~E i 1 ~ pro ~ I , I h ~ cUr~NO ~arz'y~K/ST~w~ ~ IL ` ~ . V I I` /0°~~~ /N a / ~ APQOrV~ Pew cirV QEQr1/RErI?E~VTS I lErrsri,V~9"'Crr'vDF , .,I . . , o w• ~ _ , ~ ~ w . , , w?. X4.54 ~ Q ~ - - - - _ _ C~°4y~.4r~Rty.4r&RtitQil/ r , ti ~ : I ~ / ~ ~ " / ~r ~ D I. e ~Q _ , { ~ FF~ yao4 . , ~ ~ ~ v w ~ ~ ~ zr=.7 92 , ti l ~ j _ _ ,SCIICE / _ QD , _ ~ 2 ~rve _ ! . I, 3 r _ , . ~ ,m_ , ,m., _ . t t~F•77 ' I ~ I. ' I•., I ~ r r_ , • ` • ati , ° APPROXfM,GTE LrMrr3:,0~ F~ORIOQ OoWEa { I it/OtE~ ,4CC lN,4TER SEI~t/lCE LQTER,4CS 5 -u u E ~p ~a owu~ EouEsr .r r~ t: QK~, ~ / ~a/~~ffRArrdti c~aarUG cr~r~ I ~ - f r~ ~ ~1/~ 7 r 1 I J~N,QL L BE~I 'M~II~IMLIM OF ~ ~ u 3 /03L• PE.P C/TY QF LCEA,~W/CTE•P ;f'EIJU/,PEME•UT3 , Q v' 1 w, , •y. (DANCEQ,T7MBEF~PERQR.B.(dd - De-fl-• a I .1 . I ~ , I ~ • . 0. a , • ~p P • ~ . ~ . ~ i. r 1,-- - ~ ~ t 2 !D-/dam OE'Q C'ir''/ REQU~RE'MErVT RG Dl~t. PD[.YETNYCE~tIE PlpE .ter. \ • ~ ".,,;~.1 I - iI i. /0-lB¢ PEROW,UEiP'S RE U/REMEIUTS G.E• , ' I I \ r4 M0. DATE R E V I s I D N s DRN. CKD. APP. 11 - - 13 x' x s' ~ L r / / II ~ ~ , I i -7SI ~ r ~~j' `iWV rv~~~' V'~/ _ _ _ _ _ _ _ Q. C'oFZ. 4f" S1v aFrv.~r• . ~ , L 4 . r x - DFIU, Ki, /QO /B 29 ~ I ' x x r• G cit~~~~ L LGG Elt~~ ~ ~ • ,4 REluTQC gPQ~TME,crr PQO?ECT F , I•, ,3( 57 SDuT,y BrVO~. DF~..,- I•t! N~ 4 1 i / xlSrt~IG rd'C~1(tJA6E'ANU ORs(JTIGrlS!:; ~ r i r ~ E1!15LI~t1G DESCk'IPrlD~.l PRGPCa~ ~ : • !'V~4TE~?,42/C~ 5E'yYE/~ PLQ2/ a ' o Q eQ~/77/VUr4 Tl'OrV, 5'EE \D 4 SE ~ (48~ i ~ ; i - ~r~NT~ pF-WAY OR Pkt?PERTY CLEgQWgTEQ Ptrt:/ELC.45' C:'Ql/L/TV '~',QQI~TGa.4 m FD ~ I I- ~ . I ~gSEMErV T PER. AR 8: 52 FY, (,48G ` ~ _ CA/t/ s ~ I h ~ OFF 9/TE l~tC4T4Q P , ° i , i , I I ~ ~ LIAJE P SPARED fOR: DATE:,. -.16 c APP VED ` ~ 5 E _ J ~ ~ ,~OQ,4L C~ ~E° TD. Des.T~.Qac~C~~E • , ~ ~ 1 h I I ~ I ~ ,r•. dr:Yi'-"G~ r. 1 ti~ / tX\ .ir ~ • ^ ~ I" ~ - rl ~ , . 1~~ . 5871' ELEVArl01L! . , ~/~rPC~ .anincra~.rr. eoN.ni.i.t4~t' +i ,.r ' . t r t r 4ri•'J rl~,~,.7 ,.tiJ~ I i I t j i CORIT~DUR CUQASr S'U(TE CKD. 6 I n yi v1,~! ~Ti•/ + ytq i, t i , ! I 1 I 0 - Ars ,{t',S'v.~rt:('` Ki.r f I CU s - (0414 49 rt10ALE(Ji1AB~Y SCALE.( 4 a Z--Jrl6ir7tU9 Plrtla449 aW //rY 1:_I r t I--- r-_ ~W. - ltIATER MAGI/ I I , ~--I ' 7.9rt?P<I <cLA 33~~8 "vlt/ov' G ) I ' PAV~MErtlT 1 FLA.. ENGINEER'S RISC.. Iai rfi. , o,-ill , I , . I RIM~G ° 75.75 Q. IIr Ald IAGE FLA. LAND SURUEYO - `D - - ~~-ae= STOeM DJ? ~ M it -rc~` T Ajo !(/D 5'ywGG BE a)((l'7l~UC'1E0 I I /NV. &G9,31 til?W 170 -•-a=•~--- BAUR & STEVEN SHEE SArViTQRV C~PAvrrY MAr~J r FRDM GO7-,5 TDa,BeFe 'et'EF 4VWr 'gel /NY W,. ° 74 , c , LLOVERAS rp~-F.u 6Y) CONSULTING ENGINEERS LAND SURVEYORS -W e- - W14 TEP M410 _Fti4e FO,PCE M,4W -~F,ti,!..~'~'* 1.513.784.3965 OF OUNJIIY VILLA PLAZA 3810 U.S:18 N. CLEAPWATER, FLORIDA 3351 -1 ion No. . ~ , ` : aF 2~oa~ r i 'SECTI JN /8 , TOWNSHIP: G'9 SOUTH;- RANGE !!o EAST „ ~ o• , - a , y- " I SYM~'Tk/EAL A~OUT ~ ~ , .t . . . . G. ~ , _ , , 'NC TO d~C, /y'PA,PK/NG~' BAY S'c+rocr ...~,vE~,~s-e ,PS : v n j. ; 5'lOQ~I/l ~ELI/E~~ T~lBU~.~ T~Ort./ .9 Q- , p _ 0 t . t o . ~'Aa ~ ro rr~° o~a,~sror° 2' /2'D,P/u/NG LANE ~ ' ~ /2'ID,P~u/ C tAd/f ' y w. 1 1 ~ p ' , oRaluq~r~ _ ~ ~~EVArrou ~cG: - w uore~ ~ ~ Ck~WAI'EL. _ ~ ~ ~ u Trf~' ASP//ALT - ~,.,ZO" uALLEr CU,E'6 "V crrv .evcE - ~ v a~,a rACrtE,1 ~ a..- 'ATION ~ , a¢'u uErca,~e _ 11 FF r ~ • ~ ~ocariaN A 4 /FT )F a ~ ~ ~ W : ~ ` 0.~5 r.. ~ ~ ~ 4- Fcow`uuE .EC. _ . k, u . 4 'i+. S10~1,~/F/.` ,SLOPE' ~4-IFT ,SYOf~ la"/FT SCORE/~_._.. '•~a 'r ~ , UPPER _il~~~ii ~ ,p ~ AND , !•ip• 4 4.,+• 4. G, 6. 4.. G. 4. 4. G.~4.. G~.,~GG.IL. 7 Slq a , „ter gr r. / ~~E w, a. as s ,,a- _ l . ,iz. ~ DIST. S ~ J. ~W O~ "Nf~J ~ ~ . ~ F-~ ~ W JW y~j kk Q O r 4 °it a~,. ~ b o ~ : ~ REMARKS 1 ,~alB lEIT /8~ , rr,,.- : ~ CovE,2 .PE/N,~"okL'Y/t/G , g. 5 5 ~ 0.11 0•il 0.07 72.98 7298' ~~00 ~ .,00.0.25 0.A3 1' l/~IE,P ,f d4 C PAT O ,r N a C, B 5 TA,PPAPE,C' OC SE DM C ED TDA M/ . GixiBCE A,uD SiuCLE N'~ivC C.I 2" TN/C,~ibESS ~ 98% OF MAX. DENS/?"Y 1 G'"SUBD,PA/ C. B: 49LF J5; 3.33 G" SU6`ORA/N • cr ca..,r,E Lbvtl , `9 , _ /seE tie rq BELOW ,fY/B-BASf COMPACTED TDA 8ES?•',4Y.4iLABL6 /SE£ DETAIL ~ RC 3,33r (a.2 0,07 0.43.74,CD 721o~v 72.57 09 +x ' 7(~5p 71,41 Q 0.18.. ' 3~8''S'IAG,PG~'K DErt1SlT5/ N/ RUBBER T/RE E u/PME ~ b-m cwvc. mute au~ro,?r C, „ Q /e!T AT T oN F,+oxr w4ae. or c.a. /g CEF J s rcK a~ cuae ~ •S z B.4 , Q 0,15 0.15 0.(0 3, 72.98: 72.97 ( , o.ol Q5~ I,oo ~ . ~rrfRL,N C,B. 12q 16 ~97r 5.9 0,17 (,00. 7Q.00 72.91, 72161 : .ZZ N RG . LF: 7141' 7L?9 .ZZ D,IS - ~JLlLJ "LnAI,V p dl/SE , , 4• UsE~ PE,efD,PArEO F~'R~ FO ~ ~ , ANAl1'F,PA/ArE OFG SO/L CEME,UT BASE - • - _ - 7 1 a.•COwC F/ /,UG9. SOl/D P/PEAT / OF :wee.~.x~ C, B, 3 AND ,eEQUI~PED ?T (,~9Lr0 Ps1. -F. B. V. l MAY BE USED /,u l EU -L, i - - - , f3, 3 3 58 0.92 0.92' p,(oo 7297 72.88 0,09 ~ p.l ~ 240 .24 C $ Rt; . L.F. 15' D,ao .5 0;77 .2Q 74,00 72(d~ 72 d,lD a~ ~ ,t/CT/OA/S Ar1/D CATCH BAS/NS PIUG N/GH ' dU BASE~'SUB-BASE' SNoWti /F APP,PO~EO - = • COUE,P GY/TFALLS W/TNyAk'OWA,PE ~ - - 73 71.19 71~ p,(D ~ D,IS E,UOS AA/D lf,/EOWiUf;P,£EN~'/NEE,P, _ ; N.rrT eoR ; BY - OTN. PE~'FO~PAT/ONS ,ff/ALL BETU,PA/ED l,~Il/~l! I' • CL C.B. 2 _ C.I 2 C.$ ~ ~5 1,07 07 O1~9 0,3~ 728 7281 007 ~ 0,13 2,5~ S,D3 15 55 1.4~ 803 74,C~ -7259 7Z5 O,Og x , . _ ~ T~,r~,vr ooEnint,~' ~ mvE,p SECrrOM RC, . L,f . 7~ 7(,01: 70.93 GZ08 U~ U,15 t L~UBL AND S/NCLEN'/A/C v ,Bow s. ~ p. C B ~ a4~ 0.4~ 0,30 16 a9~ 7Z81 72.5o p.31 'o N 72.50 175 .lo5T 5.4 L7~ .50 74.00. ?251 72 ,27 ~ x,18 3.03 9.a>' ....7093 70.1n 27 ~ , l NOT TD SCAL£ .,_o• R.~ • ,L, F ' ~ " , ` ~ ~ - - ~2 r - 1 8(rr7iru,/ -z ~ r _ ~ C, B.9 g.9 C.B 9.32 l,Ofo LO(o l09 0,22 73107 73.(02 p,DS N D,I? 2~/ 2 q.2g _ ' arv~,~.r /9'PARKnUG ';gAy I I ~ . WA/K /9 PARK/AIG ~4V i2' oa1vING r2 D G ~ R~? CF. 15 0.2 Z D.1~9 28 74.E 72.rn7 7Zf01 Dl~ x ~ . ^ , ,..,i L ""Hatt /~rviC,et LANE ~ cAruE rr~ C,4~slDP ~ , - - 71.50 7.44. o,o~ ~ D~la .8.8 (.2 (.24 ,Sf '73.2 73• I8 6AA a- r ~ , ~ / ~ , . a sLesaca~,v r ' i"'1'PE ZI ,QSPNAL C. B.' 8 258 11-15 M: : (7 2,9~ 9.30 i5 - 2 1.50 9,,30 7400 72,94 72,49 ,Qh x: I I - RG . C. F. 1.~7F ' 71,3 70Ao .Q~ ~ CIS , SLOPE'' / ' /FT. a----------- _ G I 1 r • . . 8.7. 7 0,57 0.57' 03 73.18 725o p./o8 ~o D.~9 4,47 c4.04 H = 7Z,5 C, B. 17(0 16 D.lnfo 10.0 234 (¢.04 '7404 72QS 72.22 p,2~ k - , • , . . , , GP. 4,F• ZA3 - , 7a.9o 7a,~o4 0.2io ~ 0,15 . , - \l\ \ ~ \ \ \ \ ~ LlMEQLK'K BASE COMFi9CTe0 r0 A'~~ ~ Q % MAC'. y • • C . , I ; ~ ~ C ~l0 .,!?eC° C,$. G 33 p.73 0,73 0.3'`3 , , . 73.2( 73,F8 O.D3 , DOg (f05 9r ° MnIJ• rNICK,VE53 ~ r -1-- C,f 3008. FELT 1 v b • N [~IVS111! .f ~ rAR PAF~'Q ~ • . . rwR L.F, 15 33 6.2 0,47 z9l 74.00 72.x4 72A8 .o~~ 018 7604 0,98 ©,O~a - 6CAC ~ 5U8.6ASE COMPACTED TD BE5T AVAILABLE a ~ ; stow " R ArCO ROCK - DEti/91TY wl Ru88EQ TIRE C:QUIPMErUT' ~ t I • , rtlOrE~ U5E !o Ft`' FDR I . . . PIPE FOR SUB'taRAln.r3 A!<ID in 5u8•A?AI tit ~ ~ , , REOUrReo ~'rr'1•r~1GS. use i , - e'd6 5, Sono PrPE ~ ~UNCrrOnls 18 _ ~ , . 4 CiDNC (1pVE? Ju/MRT. PROV,Of A ~ * ~ K' Di1MlI. ~cArcN EAsr+us. PLCrG Nr(iFJ E~l1QS AAlD COVEQ tiv r,PO,vT WALL of ca W ClAL SC18•DRAlrll AIOTE~ OUI'FALLS l HAROWAQE CcOrH 5(L° PL.~IM ?/ETV F~RFpRATr0~15 SHALL 8E A 0 AAAV1JOr BE REQUIRED OEPE~t10AA1T UPOAJ , NRAlED Gb?~ti 5U$•ORgrn15 M Y R 5u89UaFACE SOIL AA/O GROU~IOWArER COAlDIT10~r9. rNE LNXJBLEe4,UD S/i +ILE/f/.(/G f , 1 ~ . ' EIU6rAJEC'R A+llOfOR OWdlE'iP WILL OCrERMrtilE THEIR AIEED Ar THE rrn~re C1F c0~lsrRUCrrOtil. " ~ A ' r - -1 ~CC( ~olU ® ®fYM 1 G PA t~! A I~ 6 TYpI A K CL _ ~ 0 i. u.r.5. ~ a ~ ~ I - ~ V, _ I. 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'rd0 E Q B.4rE a oursioe• cva, o ~PE- EQUQL ~ r .Nir/, P' f A C r . 8'TN,F~AT PEPIMETEQSEAM ~ F r ~ ~~tr/Z".oc7WEGi•?._-./ 8' w~} /"sT,i~/C,CC6•M~vs d ;~C'DN!'.C'OliE,P i 4 , .NO.f'Jb~f° ~'DUTJ/06O.c,LY ' Sll•'a/g2PT / ~ ~ 8"L'D.?C'.' ~''/LLEO O ~ ( li i D.P B"SOL/p CGAyp,~~ DC,C ' d~P C,C ,~L' /D COAICIZETE BLGe'K ~ .n,~.s 4 _ _ i r. ' ~ a I , it ~ ' R CDA/C,PETE ,UAIECTD,P Q ~ ~ •i ~ .,t" I :PIPE' lti rp e P/PE 9A0 E ~ - ~ . .OLL .9.PblJsvo ~ - ~~1 : S/R aa I FLOW ~ ~ - ;i•a rr 4° (S'TATE'QDT/NGK.Y .~ooo.ps/ covo.e~ - : ; . e ~ ~ .PE/,i~FO.PC~NG PdU,QE.O /iV i°4.4CE N- P711 d ti lE.f3'' ~ . 9' SDD .?.PS •'4Lro s „ . T//EaaA. /z.,o.cEw 24 Y.QLCEYCUQ3 ~Qg - _ - • . ' .>':,o- b•;.p; a•. ,'S'ECT/ A/- / „ AFL . y ..P. -~`:.-~.Z ; .':d ~ ,UD P/PE,/D/,~T /'E,PM/TTED G' P. 3000 Psi ~couc. o ~ro• ~`/o /QE atilESS AP?,F~II/ED .BY br TCy d~.S/rt/ DET.4/G W MESA/, . b „ rNfENG/~/EE,P. , r ,?r..r SLOPE DF M/TE,f'ED END SECT/D,l/ MAY BE M00/F/ED TD 3~/ /F NfCESJ'A,PY TD S'U/T' EXIST/'f/G • SECl/OrV iELD cDND~rrO,vs F P .~2sEQ .P.4I'EMENT ' rY~ C',4G OVERFLOW BTRC/CTC/QE o ' D%A D/A. D A. D/A. O/,9 D9A. D A. D/A 6" • /8 2. S 4.92 7.48 .3~ S. /2 5.03 / Zl • D, , , , ~ 0 24 3.0 3S 9.7/ 2, 53 2/S 7.03 25 . • , 30" 3.5" G.OB' l/. 95' 2.70' 9.25' 9.03` /.29' e' .y , , 3 G 2.8 ,JL...- • ~ / ~ • ° ,BASE , ~ ~ , _ ~ /e~ p .vOTE.f'.. DOUBLE 6 SUBDRA/N /I'/ T //~D TI /V - 2 4 b osc o E PERF, TUkNED DOWN , %4LLCf.?rtrC..SiY•4LC,BE3G / , . NOT 70 SCALE • • .TU6'L~45E i°L.9~V , %Y,4lC.BE 3DDDf.~S./. ,r ~/UJ'.4CE E,r~°QSEDEOCES. ~ ,:r • ; ~ A P,POPo5E0 ~,4V Y 5'000E /4 %Fy'TO P, i4 %Fy'TO P/ayE~NE~t/T , a r t- ~ _ (L a~' ~ ~ y' s/iii 1ECT/Orl/ ° eeo eo `f~, .'L~ !e '~/O/Y/rfE.NESH _ e e, E.NESH • F . oa, a 4, , r . ~ ~ St 3lo GJ[flrll~T~~7 en nE! ' ; a` . N0. DATE R EV 18 I 0 N 8 DiMM. C APP. t9 °~oe' ogee "f ~ '"ci' ~ BOTTOR4 u . Q - ' ASPyALr ta H/GHE,P ~t!T. S. eat 'f ' ~ ~ _ ~ e e~~e. t voe Tao as d.a e° `*+"e" ~ } . A ~,f/7AC AP,9,FTti1EA/I" P,~O~/ECJ", r b Boo oayo ,e eo 0 0. 1' ~ ~ i _Pgy~ti~~,~1-vo o~Q~~E Ts~~~C,~L~ ~OET,~r~~ F/L7L°k ,r~.,, n u E„Cv AUEL U• a F/C, TE'R FABR/C 6 6 6 6 /2 ~ „ !o /2 /Z' Sl/B-R49E ~ /8" /8" ~ 6 4 /N. O ~ INDIaX OF DRAWINGS ~ CCEA,PI~igTE,f `f/NECLAS 'COU,UTI' ~J FCt?~f'/OA r' b~ PFiEPAAED FOR: DATE: 4•lB~By APPS D BY..., ~ y< wa , a ` , 1 ~ ~ sheet No. Deseri ~i~Qn ~ COVE CTD. ~ DES.r~.aaoc~~~,~E ~ ' ,~,5 Ct~PAL ~ ~ , ~w . ° ?~"l/~//xY /'//PR //rl//!vi?ii~-rye •.,•;~I~ E<;.. ~ ~T .-~.-nniinrcnnii ~f1N_O./_:/_ ~ a r C'~ f°. 1 Ravi me anA --nra i nanp Alan " {I .rrvi rvP~Y J~ V~GL`~ VU~ ~C/L Y.r f :~.'fi:. t'It F11 UBD /~t/- II I G ' A/OTES' AlL CDA/C, /S TOBE 3GD0P,£/. M/N, TT-- 2 Water and SewerPlar, "sU/rE/0/ CK0.7,6,e ~'001.g ~1/G~9Lz- M9b°Py SCALE:,(./ eta 3 Typical and Drainage 1 LOR T D . oIV 2EXPAti~/DrU',/D/NrSAP£TDBE1T,4C£0;47-3 D INTE NbrE. .v E/ Ft7R~EMENT Ttl BL yp'cal Details n T/lMPq' fl. 33619 FLA. ENGINEER'S pl, h8 r 3 CONST,P(/CT/D,(/ d0/N7S SNALL BEPCACEO A? /D' /~i/TEf'~,4C cr AMAlelw . ra voq,4?vs " N07' TD S'CAL£ i S, ceR stops ro as PA/,urea 4 Water dnd' Sewer Typical FLA. LAND SURVM' M6 ' WEET 4. 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A/N'KYM~, t , .cLON.dOLE R/.Y6 ~'CDYEyp ,'U.~ ~ , ItMf T!L7f fOU.~'ORY-!'MfG. :Y.• fill ;VE~i'!'l.16N~fR"; ` R , snaew pFwamt aww ,w 6 x,~rcv rss Lef ~r~T?'rafo A'i,~c / r PA/rUT~ PE,P loCAl gI h ~Aw ovE.~ ~E~oo~/. ~ : f/,PF D/,S7,P/l'T . ~ fiIAIt1K r;`.waNt;nwswro a 1 PEQU/,PEME,v1' i aat ,vrrr,Nrnav aaAl' g' at Rww rwnv ,~krrrNr ,M~lK x,.+rxwiu /u' AOvlrl wtt',Np ~ a _ _ , ~ n,~wc,. - ~ ~eA~E /cv?E,P(ar4,viE.AB QPick I~~J LK.AYf~AR10 dVrT[P. 9 fL!/5lJ "/,D~vr D,Q3".4BO?EFi~t/isuEp' r ~ ~ L e G/7.4G~.:/rt/I~QSS Q,~cr,45 ~ ' ~ co ;in•w ar t • o if ~,rr c~Arar ,~a+ttAx owJ,cr F/N/SHED CrPA~ \ ~ / rn - [o,y wrnv, a,ruAU,vour tYN?,AAC JB >V °~2 ,fwt t 0 /7,U , ,•.RVAwcEa : o ` Gl~AGr rsyEi? ~i~' • ~ _ 2~- r e , . ~ , Itur canon tl rc,34ucTxal9lw6oH,tlaaa.l~1 ~~a 'i - ZCOU,PSES ~/J v ~ ~ ~ . ~ • Y,rgYA-ilo tur a`HYA' ITK ; ~ ~ 4° nrnT frAlrr .,oa,rY ce ~ ; . 6A?OVl CL,4Sr U.4/Ctf {J?7 r/ Ov~l''FLOI~I/ ~l"~'IJCTZ/,QE, Q~% ~1~ ~ o~~~ ~ ~ u1! C, ar Q l , PcCnc! atpv rills w~rN , ~'C,45'I' ~K4AAxbCE , . ~ ALCGW FO6? oY ~K FL li .wr' a~ ' ruuT• dv ,AaMns nMrA, ~ R ~ (~R c/rv oFC~- : ~ • acvr~'rrgENrJ "//e GaAr op?c b~loa~ rc, : _ Jrrufim , OOH . WArEa s~°EC'S. ~ . , EEL.' w Af[ A4~VNOLEJ.!)~ALI AGIML V ~ • CQI/('EiU1~/C CE.{/IE.(JP,HG~PT,4~/I. ~ ,~trlr oavA/sntrt«t 7fr'~D,4T'EG ~ , TOP /E11/ , ~ A! curs o.ai'aw afClri(!N ~ Cf2t/1X~ifCl17.P S~Ct CDC' Lrmnr..a .ayr ,a avk¢IU I mr[tr ALMN tw[ ~ ~ r , I aEC~rac-,~w~~' _ 5ue,~~r ,woa ~ ' 1l(TL~R A ur n?nw T [r w«csau . ; . ; r?rr C9V~MSa*!, nAr m•J or [ a !@h, 1~ 4". iW{l Of. fLYIN V`,. , A~AI'S//i1J®.J PPi /~iQ ~/~7 ® , rD okntA?/eX. _.._...rl~' ~ . - r ~ o aEIN~,~,~ a.~ b D o , , a . '!,a xr~[t~ ,p nNa ~ i!, rnnc sue awA[o N rxs+rrla alrrd a .rc , rrr, N. WATE~PMA/N @ ,awr a.lr acAa n c ~ e ; ~ G S//D~PT ~ ~ o , ft/,4LL IF/ ~ ' 8/TUMh/OV9 _ , , r (~F EC r~,~ _ ,SECTbN ,4-A A/ Es.~A,PY , C0,4 G ' a ~a 37OC~'~,py,L:~~UQOR.4/ti/~`' ~ ti ?,9D ~ , L,l~ ,L,Lfo<~~ or ",o r p~c•~st ~Tn,~wa,~ , ~ ,lNVY MCT /CAlr[R' 6tg7i! ~ -i, , 'Q I '.""fir _T„~ aw. °rz5- ~ ~ x' ( ~~p~ 5 6~' ~ ~ ' , AvA1V LAN!' MI.f~ _:.r'.. tl~gV ~ ~ NI ~ . A • ~„MR ~ CAS' s,?our • • .fTDA/E ' BEDD/,l/G' avvfA'7 iD a1C M ~ _ ~ Q~ i~ o M ~a~c, x.+, TO,PEST ACAiNSr P 6 - ~.a~J uNOisraeaEO svic , _ n..~.r.___._. .MVnerJ AkrA[ eawr~+r.~erro F/~f'E rPA AS B ~ s ~ nertwrr ~rrAwa~rm L S ' t / ;..SECTION D•Q OZ' ~ ' i _ _ _ s 1i4-' aeEA,~AwAY HYOTQAn/r w MECH 4, e / ' • dO/NT /ATI/lf/D,PING iYrT%NG) /SEE SPECS.) - na° wEw JTR,~/6wT n/Aw ~s~,vtiacz- ,STANDARD M~NH~f.E Ik`TAIL tia.. JRA[t /r/or To ScRGE re 10' ~ ~~oPa~~,o "o~y eorro~'~ - z ~ ~ . Z' ~ " • o~T'~"'~Drt1 ~~~`~9 3 3~ 3' - „ , 3o``FEIT TARPAPER ~ SOD ,4: a i , . /i/S,v o~ii~ii/ rr,,`///~A'_ l3nl%Y?N/SNi.J/ ~'Y//°/%NY!/~// Y/i rr, .`~ri k " " ~ x r n u a w `//1//. //QJ/ \ 4 .///S/ 0/i/~x/i/ P/Pf A B G .MIN, MIN.... 4" . „ a / ~ W FITT/N(i DJA. MlN. M/N. MIN, "A,"x"B" GU fT, BLOCK LOCATION ,i ../~IR/FIET1 ORFILTER~I . : ftL1`ER fAOR'lC lLTER'k' d `PdC SUB-OVPQ/N + v. I ~ (/'ERF. TURAIEOOo(~ ~ e ` aW CONC. ,U1 ' i ~ 22 ~ I ~ y~y~/.. Y BU/LD/,f/G H/AlL o , F/N/S'//ED G~PADE ~ 90 BEND 0 _ v , . / 0 ~ ~ 5'~OG?gGE AYA/G,4BCE ~B ~ :'///fm-/// ~ ~ 21372 C'l/ ~7,' ~ ~ ~ ~ ~ °o E ~ ~ ~ 4 ~ . F. 1. ' ' / „ ll,. ~ ~ ~ / - ~ . - ' ~ 45 BEND G4' 3' /'-4 (n 4Sf G , CLEAN"8U/LOE 'iii ii - - ~ ^l EAN 8UILOErPS~SANO(QII,GRTZ $/!/Up, ' h(G l ,q /r o;~ 8 3 Z ? 6S.f 9 PER foo.1' SPE DER f.DO.T SpfC/f/CtiT/0AlS Sf['T/ON ~ ~ % _ N W L. ~ 78 D r ~ ~~l~i ` L:_._ ~OZ-l.E1,NQS/LTS,S/LTYSAA~S;CLAYfY , ~ ~ I~ ll ~ / • I , . ~ S4NOS ETC. SH SANOS ETC. SHALL BE UTYLIZED. i g '~c/i; G~ y 3 ~ ~ , 221/2°BEND 4,i 2~° !i ZS/e 2 e ~ .f TOTE: LJLC ~DPE~ g//ALL Borl'oa.~ E c ~ yI: / ~i~~,~i' ' ~ h~ k; M ~ 0. 2~ gu /s.F f ~ 6 FILTERED G 4t AG TEES 8 ' 4n p, /'!o° 3Sf 3' i ~ ;TERED CIUTFACL ~UBQRAI~I gnaF aRw ~R , ` . a . r~~ CROSSES 6/r 3' 2' /'-lo" /o rf 9 ~ r; ,y,T.~" R~'4U~a~rui~a.rrs> 9 Ey~CAGP~F'r' ~ R c 3 , y LA EA II BLOCK 8" 3' 9~~ /2 ' AN(~ TEMPORARY PIGY - •I ~ „ VC. 9 ~N r'' ~ ~PoGRM ~ , 4, COI,(j ° REDUCER ALL 8,t 256. Z 8"MA/Tt/ _ , , PIr . (.C . J ~ S TYP/C;9L TyP/C,4L oErEwr~o~ q~~,~ ~9L~G'T~D~./ i !Y/ n( s*~ _ U . > !o"~` qg' "f'lrC. ELBOW NOTESr' a 8 xG P, rC. W{'E ON MA/N , , 1. 2,000 P.Sa CONCRETE, OR BETTER, MAY BE USED FOR THRUST BLOCKSr " Detentl0p Area CaICUl.dtiOnS ` 2. GARS 'SHALL BE' TAKE TO KEEP ALL 'CONCRETE ON `THE 'fITTINaS ANO TE' A /P L / A/P / ~ ~I/ T A A ~ ~ The Detention Area s a e size to-accommodate the difference t ~ ~ ,AWAY ,FROM JOINTS ND P/PE. ,A TvO?' rd SL'ACE d. POUR THRUST BLOCK QA/NST UNDISTURBED OR WFLL COMPACTED: EARTH. between existing, run-off (Q2 E.) and developed run-off (~25Dj , - . P „ A , : : ~ - for'°~a 25 year storm ~l~=hour'~uratioh including the future ' , Y~. p , .s cormnerc~al development area. _ - t , t Existi~n ~~C~~ weightedL i' + . ~ Pervious area '~b.39 Ac. x 0, 20 1, q~ (C "x A) d ~ QE/NO!/E ~a'EKIS'T//iJG ~"/G~"Gt/~ILK r ~Tm ~rvious` area x.79 Ac, x 0.90 =',3.41 (C x A ' P RE"F~ACE' w/ruEty 5"CDrvc. S~~'W,4GTr C x ~ 4,49' . To M,4 rc aP 9~' _ ,4c F ~ o K'a ~n G'C/k'B (cauc,~ErE ToaE 6"ryr~,f' tarry Existin Run-off: ~ . Q25E - C x A ,x -I ~ W/!IE ME ' SH . ~2, 4 Q25E = 4.49 x 3.6 i ' ~ , ~ ~ a R25E _ J7O. 425E ° (!n.lGr Cis x 60 sec./min, x 60 min, 1 Q25E = 58,1,'9Q'cu. ft. _ Y ~ ~ ° r~ ' ~h , ~ ' o ~ p E . Developed ~~Q~~ (weighted) ti (Z - ~ A ~ ' Nervtaus Area 2.73 Ac, x 0.20 = 0.55 (C x A) ~ o 5 ~~o R _ . Im ervi'bus Area 6.45 Ac. x 0.90 =:5:81 C x A) ~h1 ~ • C x A= 6,36 4 i':~ V ~ : ''II 15 T~ : ~ . D 6 ' ,P Deveio ed Run-off: e ~ l ~ cvaa ~ , A 1 1l 2u 5u = :C: x A x~ Two f .,A i...:. , . , , v, , n' 1 V, r, . ~ P r _y . i a , , ~ d,~,. , 5 r .,.t il,., y, r y, .f ,H ~ ,Jr 1. ~ R25D~~ 6.36:x 3.6 rF a t r i t d P t m _a ~ r 1 a 1. ~ i q Y'1 ~ fB r t ` r..::.~ 1 :.r~: C,#4 'r. 4 . .m,~ 4, 1 1 7+'. r f .li . S, S, ~y~. l V. ~i 3. { b! M1J: ^ , w. , .1.''.: 0' n,.~ .,.rte. ~ , . i. .i..,+ x I '1( Q25D ~ 22:..50;cfs ~ ' ,E~ ~ r~.1.. w > r. ~r~, rv. i. Y: ...w`.~L+ r , ,:n~ ~ A ' t, J ~1 J- ~ •klo n dr., r ..~'a ? h,.~. ~5' 7:., }R i.. 0, Fs n,` :;y f V . i R25D`°'22.90 cfs x 60 sec./min. x 60 min,, 1 , '~,Y, a ~wc ~ i d , , ri°-ty °4L; , i .,4'„ r•~,. '}'Y ~r~ 9 :!aT~; ti,p. yr r'. .w;. a , . .,:.gyp ,r. r ..,:,t:, ar a ,.,.J„ ...~.a.r... ~ . , ~„i 4. rt.. ~~s~ _ ~ 1,, ..,v : ~q~ it V i" , z ~ x . ~ , „~fr j - Q25D = 82,425.cu. ft. ~ , ~ t ;r, w, _ : ~ .a„~narr,_ ~ y~ as ~!k' + + LEYE" E ~ { r I L D , ~y T Storage Required: V ?S p~l 5 ~kf~ t ~ ~•~'~"i r' f 4i`~~.' ~ r ,Q `:5 N 1d fA t +~~y~'i f. , , P , r C,..'c~~' ,xr ~ a~ Q „~,i ~,,k ~ did,. 9 ~ t x,._. , ~ , ~ - r t s: `~a~ ~ ~ ~ t Q25D= -Q25E =Storage Required Q } t,,1y.~ b 6 .J r.k , F.r, s! ~ S . 1 l f Y 4 _ ~ ~,,e:,l~ , " ~ ~--~'RA5 /SL.4rt/D t ~ a',.<bx „ ~ - t ~rr~ ,`r~G . ('E/1r1O{'E' 95LF EK/,~T/rVG s s k.,, Y it ~ sr aj' ~ e` ~Hi ~t~ .t ~~rS ~r~' 82,425 c:f. = 5,194 c f Storage Required.. ~ .r ~ n.r:;r '•.,r; _,•;t ,:,grg 1 ;"'rt x f C{r r t Pk'. ~l rF ^v < J7 .y ~ : 2~ ,VfIGCGY C'll~sBrF /~Ef4,~+t„' .n~,Jt~, t~ e .M ~ ''Z?t9 ,r ~ ,n~~ ,r. , ~ i t. f,~' ..i'. ~ sa ~ 4.: a 'Ka'4. , i a~~,.:,4 , :,rt„ d:~~i' x,r,:,' ',i ti. r ~ r~ r~~, 24,235cf = Storage Required t i { r G. ~ / (~G . ~ : ~ ~ !a >~1~ r:.~ fd n 4~ S rs T ~ifi. ( k t W ry ~ G',~IGC G'U R , , y r : ,a a , ~ ».,,a!v. , a6, S ^r t 4~~, ~ ,i~:, s:.: c.. e r „ r. . ~r .'r' .ke._'4.7 a Y' , ~ d , { , r ~4 .:::a: r~ ':1'~e.r .!7 m.,. ~ t'. t- w,r ~ J ~~r4~aSi^'iln I.,~ a, .8..,., ,•;d . d+.~.. t::r a .r-,.,.1 i i ~ .4~<, ^ 1v~ 7.".,. , t gr ~ . .:tip,, a r P (24,372 c. f. Storage.Available) ti i" r^2 J iV ~ .~;n .:1,~ F~ ?e 4~ ,'f 4.~ ~ 1: 4:~ v. , ~ c ~ r. .a.k 1;h7 I' + ~ , s .f.. J,.: 'f,.: f 7, ~ E~ z ,r y~, E r ,gig G©G/t~t~ /..~///V Ca ['L.C/~ .:e;F Y,., Q ,,~,v} r ~ i i, 1 S., ~ ~ r ~ ,!^f ~ °;J1 d i~ntr ,M 1E" r ,a i' ~s w'. ~"~r„ tl t; ~ ~ r x6 , ~x~` r; ,.k~' M ..a u~'k~~~, s ;a.. ::Y~,. . r L, , G/rUE. v~ r1~, y y/y i E , , ~ C 1~1..• " , ~ " , dt~, R ><r , .1o-. ~ DER Detention with Filtration for the` ~ ~ ' 4a+~~ W .,First. ,of'Run-off is Provided •{,y, F.~.,7n1:. 1~C~;5 i "~'s~ k: ~~^~A. Ri's~ :^MM; ro~i ...5~`'pe f. ,.'a..`,~ li A ] . 4~ .P,:; i'; eP--. d'f?".' ~ 1. " !¢.lK. E ,u..~~'. s,ti"'1•N !,s<~~ I~.Y~t . L,,.~., t"< ~ ' Therequired storage is as follows: o b sa+~ ~ + I G t . Z4 ' Y•4GLE y - a , c~~R~ , , \ ~ ~ x 43560 or 4 = 9.18 x 43560 x 2S, ~ ra ~ ra , n ' 14 o a r,,.._ ,~91 m ~ cA ' ~'~NO1'ES; ti ~ .c 3 „ 1. Contractor S 4 = 16,662 cubic feet starage required contractor shall eerify locations of all existing utilities; 44 ~ , prior to con • h arior ;to construction. 24,372 cubic feet of storage is provided ~ ' Q _ 2. A Pinellas C 4 Pinellas County Driveway Permit end ;Utilities license is r 'red .for v : ~r 7 /9/B5 PEiY P/~!/ECI~s' COU~!/TY/PE4U/rPE"HE,UT.f' L.E.F ' . 3. C.R. 27 rzgh r.R. 27aright-of-waxk within C.R.27 right-o£-way. y shall be restored to oziginal, pre- ~ /•l 65 v Cl .O~CLEA /FTE E t~' .6. 7 f ~ T_ ' construction construction condition (to include sod and seed and mu2chJ . ' ° 5 • s pEQ ~ryaF E R E uiQE E TS _ u, r R~'IrY l2LBB~R~u/~EA.IE,Ur~ Q N. /03/ PE,E' C/TV OFCCEA.eW9rE,2 ieE4Q/,eEME~?.~' ~ YB _ .5v"~~" ~ < E % 0.1-84 P£R OW~(/ER'S RE U/REME,UT:S .E. ' ` rD iYI,4T4`>y _ T~IJ~''os'E-U ~Jcx ~ - 2D P B ~ - ? : No oA~E A-E v i s i a x s c~co. APP. . m a . OF CURB.'(CO.UC~ETE lO.BE' 6;,rf!/C , ~ EX/J'J/,UG s'LOi°EOF WITH yl'/PEd1ES'H ' O P,9Y,~"MENT .r . 1, ~ .,,r~- - MUTE TEMPORRRY CO,USTTfUCT/OA/ ?,S'AFF/C C0,(/TiPOG x- ~ _ S/Gd/AGE .Sf/ALG'BE. PCllCEO, yY/T///,U ~ECC!/E"P , A`.fE,f%TAE 4P<I,fTti1EX/7'P,PGf/EC?" • WQIrl=6?,~litlo ~El~E~ rs~~C.4~ ~'r,4~L • ErUrQ,4r!/CE ~ k ~ RoAa ~icyl=oF w~Iy' ~RIoR To A,ur, cvNST~ue- 0~/L ,4/yo OLGrE~clr~ Q,QE,4 oErQ~~;`~a,~~~A ~ I ~ ~ ^ ; TIOAI /9,UD W/LL 'BE PER: THE LATEST D.O,T, ~ ; w ' ~ ~ ~ OF PT9OPOSEO „ \rr4 r ~ ~ ~E4'1NCS C~ w ~ i~ y PrPOPOfEO SPEC/F/C~1'/O,US: AS Sf1O1Y,V Th'E MA~f/- PR T ` ~ EPAREO FORm - DATE: 9- :8Q ' • APP a 6V,~ , < a ^ , . , t>: 36.. /'.9LLEY I UT9L Ol/ TRAfi"/C COrlITiQOI A,UD S'AFE' _ - _ ,,;1t1~:_ Nn. _ r:U~:~r;nt~;;~., /{'.Y~~/ /.'~l/~`_/T/~. g. i.G,2en~-~irc,~ : ( l ` / ~ i ~ GUTTER. ~ PAACT/CE,l: . Paving and: Dr Plan °.Gf.E'EDAA/L6fSWU ORN.LD;G.t.^ a t r EAST A K' 1 a OfBEGCHEl7 r WateT arid Sewer Plan CKO ~ e r ' AOAD 6WIr I(IiWZ, MAWFY SCALE: A4'~ 7 SANVy^ uo ~ 'XI paviriy and Dxaina'ge TAMPq 33l/8 a +/,J Cdr Typical Details Fl ' ~FLA. ENGINEER'S RE FLA. LAND SURVEYOR'eNo 17eoz S CT/ l OA ACOAIG CEUIEiP`Am E 4 Water and Sewer Typical SHEET liet:a ls, Entrance Detail. LLOVERAS°MAUR &'STEVENS _ F a 5 Site Construction Speci.fi.c:ation' ® CONSUL,TING,ENGINEERS-, L)AND SURVEYORS; T 1.818784=3965 OF OUNTRY VILLA PLAZA 3210 U.S. 18 N. CLEARWATEA, FLORIDA 3351 ' FI~C/ ~lr=T~rt,91 Boa ND. _ . y F " CONS RUCTION SPECIFICATIONS - - ` ~ Irista•llation shall conform to the D.O.T•. s ecifications SectiorS l25 and Force mains `shall be constructed using the same material and inst P ial ahd installation Telephone, electric and water service, pavement conduits shall be placed prior 430°. All i e `shall, be installed with- proper fitt`ings;at' plan grade. specifications (iriclCidi,ng hrust blocks and fittings)' as the Ovate I. GENERAL P P ~as the water to installation of the sub-base. :The'Contractor shall co-ordinate 'thesie services. All .discharge open ends of pipe are to be protected with headwalls and/or, distribution•System as mentioned herein and shown on the plans.- A: DEFINITIONS the plans. Sub-base shall be stabilized within the dimensions shown on .:.the plans. The minimum Florida Bearing Value (FB.V.) and density shall be as shown on 'tNe`~ ' •ri -ra i h additional ri -ra as re uired b `the En ineer or oVernin G. WATER DISTRIBUTION SYSTEM ° P Pwt P P q Y 9 9 9 'Reference iS made in the construction specifications, standards and plans ';a enc zo revent erosion. Rip-rap shall conform to the plans'-or D.O.T. The entire w` r di ri _i. . 9 Y P ate st but on s stem shall conform to he re uirel . Y q to some.agencses• and entities that might has'Jurisdsction over this specifications, Sectsori 530. All pipe and; appurtenances (structures) _ ' FSBH'and a1So'the re uirements of'th l cal u i i ' • q e o t 1 ty supplying he the requirements of thee. `:plans and shall be done in accordance with D.O.T. specifications, ,Section;;;~60 - project. The .references are abbreviated by: the 'tabulatio below and shall be clean"and free of debr-is upon completion'; l fire protection: Thus Stem shall be constr,~cted as shown on the applying the water and. -.(also 'AASHO T-180), The percent`of density refers to the standard method of testing using the Modified Proctor. The location and frequency~of tests ' shown oh the plans,- • ~ ~ M ~ Y sha1J mean the latest requirements, editsorls and/or amendments of each: 1.-Corrugated steel metalrpipe and 'pipe arch shall have `one-half 'includin the details. The material ha be a 9 s 11 s shown on the lai i on the plans .and as shall. be, as determined by he Engineer and/or the governing agency having ABBREVIATION -AGENCY OR ENTITY, .f, a z P inch minimum deep corrugations -and sh 11 be galvanized and , specified, Niatn'.lire pipe and fittings shall be cast iiion' i e • . ~ti PP jurisdiction: -Sub-base shall be of native material only if it meets the ` ikon pipe (C.I.P.), required bearing value. Should native material fail`the required bearing; FSBH Florida Dept. of Health and Rehab>,l.itatsve'Services, hot dip asphalt coated conforming to SHO M=36.and AASHO M-190 - ductile iron i e (DI.P.) °DR-26 P.VC: D -14 P.V.C. ,or'DR-18 • P`P ~ ~ :.,~or`OR-18 P.V.C-. values, acceptable and approved. material `shall be mixed until the bearing value Division of Health "(Type A) spesftcations~unless otherwtse~tnd,icated on the plans..: Metallic tape shall placed in the same trench with' all P.V:C:-wat~ P.V.C. water mains. i obtained. ; R Florida De artment of Environmental Re elation A11 °oints shall be.water''tight and resist leaks a at a h dro- ' D.E. p 9 J 9 Y The east sron,pspe and fittings shall be Class 22.(150 psi Presser ' a is ressui•e of 2 st. Gau es shall be shown on the lans• i psi Pressure Rating) s Underdrains shall conform to the previously above mentioned specifications under D.O.T: -Florida Department.of.Transportation s,t t p p 9 P and shall be cement mortar lined with push-on or.approved alternai County Apolitical subdivisions of the-State of Florida gaugesare-D.O:T. specifications. wed alternate joints. the Drainage Section: ~ , The cast iron pipe, ftttsngs, Joints and gaskets shall conform to Municipalsty City or Towne r - 2. Corrugated a,lumtnum alloy pipe. and pipe arch shall conform to ~ specifications of. ASIA 21.1, USASI A 21.4,'USA I A 21:6 USASI conform to the Bases shall be limerock, oyster shell, soil-cement or an approved alternate,; ) ~ ~ CHD County Health`Department the D.O.T. fspectfications, Section 945 and also to AASHO M-196. ~ USASI A"21.10; USA5I A 21.11 and AWWA C-600: Installation shall c 21:6, USASI A 21.8,'. Li'merock base material, installation and density shall conform to the D:O:T. tion shall conform to ASTM American Society of Testing. and Materials The pipe a d pipe arches shall not be asphalt coated unless USASI A'21.1 ecifi a io for la i i " " ' p c t ns y ng Condit on B with tamped t r specifications, Section 200. The. oyster shell base material, installation pith tamped'backfil1 and density shall conform to the D.O.T., specifications, Section~250. Soil= ; AWWA `American Water Works Association shown on_the plan`s or as required by the governing agency, and the manufacturer°s recommendations. ` cement base if'allowed> shall conform to D.O.T: specifications, Section 270 ' ` *USASI United States of America Standards Institute Gaskets for corru ated steel or. aluminum i e shall be in :accordance with • ~9 P P ~ The ductile iron pipe and fittings shall be designed. in accordance ~ accordance with .and the goverhing agency's 'requirements:` Alternate bases, if approved,'~shall NSF National Sanitation Foundation the manufacturers recommendations and shall be a minimum width of 6 inches • A.N.S.I. s ecificatian A 21.50 and shall conform to A,N.S.I. s ci V.S.L. specification conform'to the requirements of the Engineer,`goverhing agency. and the' AASHO American Association of State Ni hwa Officials ~ P pe 9 y and a msnimum thickness of 3/8 inches. A A 25.51. The minimum. thickness:Class for pipe 4 and smaller shal CS United States°,Department of Commerce, Commercial Bands shall be at least 24 inches in width and shall be constructed of the Glass 51. The minimum thickness Class for i " >maller shall be respective sections of the D.O.T. specifications: The base material shall p pe 6 and larger.shal Standards same type. of materials and corrugations as the main line pipe.., Class 50., larger .shall be be placed on the sub-base only tipon completion'ahd acceptance of the sub-base. EPA Environmental Protection Agency Ductile Iron Pi a shall b a t Iron Pipe. The minimum base density shall be as shown on the plans and as required * 3. Circular reinforced concrete pipe shall conform to ASTM specifications p e co ted as specified for Cast Iron Ripe. ANSI _ American National Standards Institute Mechanical joints and sli -on t e 'oints shall conform to A.N.S.I C76 Class III, Wall B. Elliptical. concrete pipe shall conform to P YP J m to A.N.S.I. by the Engineer and.. governing agency. Base material shall be thoroughly (formerly U•S.A.S.I• and A.S.A:) ~ s ecification A 21.11. Mechanical 'oin a d „ . ASTM specifications C507. Gaskets shall conform to D.O.T. specifications p _J t gl n s shall be ..grey ..cast be grey cast iron... clean and free of debris prior to application of the .prime, coat. The base he words "shall" and "will" are mandatory.° The word may is optional. T Section 942, the specifications of ASTM C-361 and the :manufacturer's. Flanged piping shall have 125 pound flanges conforming to the requ to the requirements of shall be primed with a rapid cure type ,sealant at a rate of 0.10 gallon` ,Where a particular brand name appears with or equal ,the intent is to A.N.S.I, specification B 16.1, f r recommendations. Circular and elliptical pipe lifting holes shall be per square yard. All materials and installatioh shall conform to D.O.T. specifications, Section 300, the Engineer's and the governing agehcy'~s denote a product of quality standard;. there ore another b and of equal rma 1 r ar closed before backfillih : Fittn s shall be rated for. not less than 150 si workin , pe Went y mo t g ~ 9 p g pressure ing pressure, shall be _ requirements. ,The prime coat`sha•11 be covered with sand or scroeni gs • uality may be used, subject to the Engineer s approval. q 4. Underdrain pipe shall. conform to the specificatsons of AASHO:M-117 suitable for the service required and shall conform to the require The Enginee4~`shall mean Lloveras, Baur and Stevens. and D.O.T, s ecifications" Section 440. All material: and installation A.N:S.h. specification A 21.10. Fittings shall be lined and Coate the requirements of ~ ~x The Contractor shall mean erson or firm erformin the ro osed installations. P ed and coated as specified Per D.O:T. specifications, Section 300. Alternate cover material may be used subject to approval of'the Engineer and the governing agency. Excess p P 9 P p shall be as shown on the plans or per the governing agency and for cast iron pipe. The, Owner shall mean the person, persons, firm, company. or corporation developing" ~ m h rf rain halfb d material shall be removedby a drag broom or equal. Engineer s require ents. T e pe o toss a turned own. All PVC water mains 2".and Smaller shall be DR-26.-The DR-26 P the project. 5. Catch basins shall be constructed of cla brick, concrete brick concrete The DR-26 Polyvinyl A tack coat shall be applied prior to placement of the final surface course. ' Y Chloride pipe shall be designed in accordance with AWWA C-9 0 Stan Plans shalt mean the site construction workin desi Wed drawnn s re ared by Q . ( g) g 9 p P filled concrete block or recast concrete. Cla brick shall conform to A C-9Q0 standards. The tack coat shall be applied within 12 hours after placing the prime coat -A or Class 12454-6 or prior to placing the surface course. The tack coat materials, installation ' n f P Y Polyvinyl Chloride pipe shall be made from Class 12454-A or Class Lloveras, Baur and. Stevens. The plans depict the locations and elevatso s o he s ecifications of ASTM C-32 and concrete brick shall conform to the vii in com ound o f - ~ P g p s c n orming to,AWWA C.900,..Table 2, PVC 1120, DR-2 C 1120, DR-26 as and application rate shall conform to D.0'.T, specifications, Section 300, each of the facilities. specifications of ASTM C-55. Concrete blockunits shall conform to the defined in ASTP1 178 with a stamp thereon the Engineer's and the governing agency's requirements, - Th s ecifications shall mean the written detailed articulars of the ro'ect k D 4. The pipe shall be color coded with a stam e P P R J specifications of ASTM C-90 or ASTM C-145. Precast concrete catch basins denoting a pressure ratin of 160 si at 13.4 de rees Fahrenheit 9 P 9 ( facilities. shall conform to ASTM C-16 Table III Wall B, D.O.T., Index No. 5047-F, Cents rod Fahrenheit (23 degrees g e). .The pipe, fittingst and specials shall conform to the nform to the National Pavement course shall conform to the dimensions and thicknesses as shown on 1 of 2 or approved equal. Sanitation Foundation (NSF) specifications and shall.: bear the NSF oar the NSF. approval the plans and the Engineer's and governing agency's requirements. The material and installation maybe Type.11 asphaltic cohcrete or triple, surface treatment: The catch basin to ma be cast-in lace or recast.'`Each to shall babel for otable water. The DR-26.PVC cou lie s and 'ainin mat B. INTENT-OF PLANS AND SPECIFICATIONS p Y p p P P P 9 J 9 e joining materials shall Type Il asphaltic concrete shall conform to D:O.T. s ecifications Section 332. contain a two foot diameter .minimum cast iron frame and cover placed conform to AWWA C-90. All DR-26 pipe, couplings and fittings'shal The intent of the plans and Specifications is to develo a project b i r ads tabl f r P J Y with n the cone etc. p e o .use with cast iron pipe or ductile iron pipe. fittings shall" be P ~ , Triple surface treatment, if permitted shall conform to D.O.T. specifications, aipe tt Section 332. Triple,surface treatment, if permitted, shall conform to_D.O.T. acceptable engineering practice that is res ectful of the ublic's safet Win 1 P P Y, The bottom of the throat ope~," g shall be be ow the flow line of the Alt 4 PVC water mains shall be DR-14: The DR-14 Polyviny Chl of vin 1 Chloride i e health and welfare and conforms to the requirements of any agency or curb and the throat vertical height canna vary°more than 1/2 shall be designed in accordance with AWWA C-900 standards. Pol vi Y Y P P .apec.ificaZ,iens,-Section 310,w,_ Triple surface treatment shall only be rds. Polyvinyl Chloride allowed with,soil-cement basis. entit house jurisdiction: ~ Y Y 9 inch from the detailed lam dimension,.`. p pipe. shall be made from Class 12454-A or Class 12454-B vii in com 9 1 virgin compounds . The Contractor shall obtain all permits and approvals from. any anu ali 6. Drop inlets shall be constructed of clay brick; concrete brick, concrete conforming to AWWA C-900, Table 2, PVC 1120, DR-14 as defined in l defined in ASTM D 178q, Concrete.curbs..,and gutters shat conform to the dimensions; locations, thicknesses 'a encies house 'urisdiction on the ro'ect rior to roceedin with " 9 9 J P J P P 9 filled concrete block or precast concrete conforming to the material The pipe shall be color coded with a stamp thereon denoting a prey any portion or portions of~the project. The Contractor shall also s ecifications .for catch basins. One i'ece dro inlet unit or a dro of 200 si at 73.4 de rees Fahrenheit 23 de rees Cents rode Tf oting a pressure rating and strehgth,and elevations shown on the plans, details and as required by the Engineer and governing agency. Materials and installation shall be in accordance P P P P P 9 ( 9 9 ) comply with the requests of the -0wner as regards to bonds, insurance inlet unit with inade uate rate su orts will not be allowed. The rate fittin s and S ecials shall conform to the National``5anitatian' Foy igrade). The pipe, ' tirith D.O.T. specificatiohs, Section 520. Minimum :concrete strength shall be nitation Foundation 3000 p.s.i, Curb shall be placed after acceptance of the sub-base and prior to q 9 PP 9 9 P `and the like, should they be required. shall be as detailed on the plans with adequate Support for traffic (NSF) specifications 'and shall bear the N5F approval label for pof abet for potable water. Jplacement of-the base. a The contents of the plans, details and specifications re ared b .the ,loadin . The to of the rate shall be at the elevation as shown an The DR-14 PVC cou lie s and 'oi~nin materials shall conform to AW4 P P Y 9 P 9 P 9 J 9 nform to AWWA C-900. En ineer shall be,used with due re and to their meanie function and the details. Alt DR-14 i e cau lie s and fittin s shall be ads tabl f r ,9 9 9~ PP+ P 9 9 F e o use ble for use with cast Sidewalks shat} conform to the dimensions, locations, elevations; thicknesses `ur ose.• The Engineer shall eat be responsible for an deviations iron i e or ductile iron i e. P P Y 7. Junction boxes may be constructed of the same materials.as catch P P p P and strength, shown on_the plans, details and as required by the Engineer and ' unless written approval is granted by the: Engineer, ~ basins dro inl t -or sa i ar m All PVC water mains 6":and larger shall be DR-18. The DR-18 Polyv p e s n t y anholes. An inside ar outside drop DR-18 Polyvinyl Chloride governing agencies. Concrete sidewalks only shall conform to the D.O.T. All work or materials shown on the„plans and not mentioned in the ti, pipe shall be designed. in accordance with AWWA C-900 standards. P unit is not required, A 2 foot diameter minimum cast iron frame , tandards. Polyvinyl specificatiohs, Section 522. specifications,: ar any work.. specified and not shown on the plans, shall and cover is re uir d Chloride pipe shall be made from Class. 12454-A or Class 12454.-B v : be furnished erforined and done b the Contractor as i f h am r q e ' f p y t e s e we e. E • compounds con arming to AWWA C-900, Table 2, PVC 1120, DR-18 as de s 12454-B virgin Traffic paint shall conform to the color and dimensions shown on th~:plahs and DR-18 as defined in as required. Installation and material shall conform to D.O.T.. specifications, bath mentioned in the s ecifications and shown on the bans. EXCAVATION AST~•1 784 Th 1 h m P p D 1 e pipe shat be color coded wit a stamp thereon d mp thereon denoting a Section 110 ,and 911-12 and also the: Engineer's and governing agency's A .unsuitable. material shall be removed as indicated b the canstructi,on tans sec Y P h ressur ratin of 150 ' si a 13 4 d r Fa r rh i Shpujd the Contractor in preparing his bid find anything necessary for p e g p t eg ees h e e t (23 degrees (23 degrees`Centigrade). requirements, ~ A ' that na material .remains within a field determined dimension of the. outer limits of - the,constructian of the"project that is eat mentioned in the specific- The pipe, fittings and specials shall conform to the National Sani ational Sanitation - Street names and.o~,her signs materials and installation when required,'for any pavement, curb or building pad. Unsuitable material shall include but not be ations or shown on the plans, or find~any other discrepancy in the Foundation (NSF) specifications and shall bear the NSF approval la limited to, vegetation, palmettos, trash, trees, tree limbs,. tree stumps, tree roots ar approval ..label for vehicular and/or pedestrian traffic control or information.,, shall conform to specifics sans and plans, he shall notify the Engineer who will cla . A 1 ~cla la ~ im ions soils or. nsuitab1e so'i1s sh 1 be potable water, The DR-18 PVC couplings and joining materials shal y 1 y, c y y, perv u a 1 removed from , terials shall conform the governing agency's. requirement . ~ furnish an explanation. sued areas to a minimum de th of 24"afro the bottom of the avement base and Shall to AWWA C-900. All DR-18 pipe, couplings and fittings shat] be ac P P pl p shall be adaptable far , .Material types shall be as shown on the plans. The plans do not necessarily be"re laced with suitable material f r co action, he suitable materia _ use".with cast iron pipe ar ductile iron, pipe. P o nip T 1 shall be com ...v. .~W • denote .actual. pipe lengths: The actual length between any junctions shall acted in la ers to meet the re uired densit .Sub-drains ma be installed aswnecessa Unless otherwise-shown onahe plans, all pipe"includi,ng~PUC, DIP P Y q Y Y ry ~g~PUC, DIP and CIP: ~ ' ~ J , '°be,established on the site.. ~ to nice the re uired dens%t . Tn no case shall an im ervi,ous material-r sin in the shall have a minimum•cover of 24 inches in unpaved finish- rode a t q Y Y p V em ~ The Contractor shall examine in detail4the plans,_specifications and site pavement area such that water will be restricted from entering the ,sub-drain s stem. minimum cover of 36 inches in paved areas and•publie; rights-of-Ova, ~i sh- grade area$ and a , ~ ~ a mm i 1 Y f conditions, nat'only prior to co enc, ng construction, but a so con- ~ The interior of all pipe and fittings shall be kept clean and free ~ights-offway P:V.C. Sani ary Sewers Pipe may be used in place of ~ F` ~ ~ ` lean and free°from dirt .V.C.P. where V.C:P, is called fir im the..plans: P;:V:C. ~ tinuall until the site construction is com lete. y F. SANITARY SEWERS - ' or forei n matter at a ` Y P 9 11 times. Thrust blocks shall be installed ~e installed at all Sanitary Sewer`Pipe shall conform to The entire sanitary..sewer system shall conform to the requirements of the fittin s as shown in thee. table of the lams ands r The Contractor shall insure Paving and Drainage. improvements F _ 9 p p ecast-thrust bl~ it-thrust blocks might specifications ar?d A.S.T.P1, 0-3034 SDR 35. - ,1 lortda Department of Environmental Regulation and also the requirements of- be'allowed sub'ect to En sneer's:and overnin a i?nc ' far a period of 18 months,., and all other„ improvements fora J 9 9 9 9 Y s approval. 's approval. , ,.the local utility receiving the wastewater. The system shall. be constructed U on com letion of th m i period. of l8 months after acceptance. of all workmanship, materials P P e a ns, the water system shall be subJected ~e subjected to a as shown on .the plans, including the details. The material shall be shown and equipment which he installed and furnished: Any defects. hydrostatic pressure testa All air stia}l be expelled from the sy on the plans and as specified. from the system and the - x , caused b the Contractor's forces or su Hers within the period system shall"be pressure 'tested~by means of an accurate gauge.. T Y PP l: Main line pipe shall either be .vitrified clan, ductile iron or cast iron: to gauge. The pressure Note: A1T backfill over any pipe .within roadway areas ~ ~ specified shall be corrected without additional cost to the Owner..,, test shall be as specified by the Engineer (typipally 150 psi) an Vstrtfied clay pipe, fittings, specials and Joints_shall be extra strength uncovered Dints and 24 hour minimum for cov r 150 psi) and/ar the shall, be compacted per D:O.T. specifications, Any.. defects that occur. wi thin .the period specified which are J e ed Joints. Uncover arrd shall conform to .ASTM C-700, ASTM C-301, ASTM C-425 and .ASTM C-594 a. Uhcovered joints 'Section 125.8,3, 1977 Cdition. proven beyond the Contractor s control will not be the.Contractors „ are recommended. All leakage; shall be corrected-whereby. the,pres . specifications. Joints shall be Type III, compression 0 Rtng_or Type will be acce table, hereafter the leaks sha 1, m responsibility to correct. P ~ ge 1 not be ore than 'by the pressure test ~ ' be more than 23 gallons/ d B, compression sleeve. Infiltration shall not exceed ASTM C-425 or 24 hours/such of diameter mile or less as determined b h >y the water system's The En ineer shall not be responsible, for any acts or omissions of any ~ ! y t e water 9 governing agency s specifications. Connections to cast iron shall be ins ector: The water s stem shall flu h d ' r' Contractor or Contractors or any other person performing work on this m , P Y be s e p for to and-subseq~ ~ and-subsequent to each ~ by use of adapters or per the anufacturer s recommendations. Installation . ro'ect. The En ineer also will not be res onsible for the construction _ sterilization procedure that might be required for acceptance. Ii P J 9 P shall conform to ASTM C 12 specifications,dgovernrng agencies requirements,, flushin shall be done fter m ;eptance. lnitiaT ~ coordination, means, supervision, methods, techniques, equipment, sequences, ~ ~ 9 co pletion of the. hydrostatic test. and or manufacturer s recommendations,. ~ .atic test. All lines . / <wi11 be sterilized in accor a procedures, saf ty precautions and programs ancident thereto, Ductile iron i e and cast iron i e fittin s s ecials 'Dints and d nce_with AW41A C-601 specifications ai ~ P P P P S 9 P + J governin authorities' re ui m ifications and local . Each Contractor shall com 1' with all applicable ordinances and laws installation shall conform to the s ecifications forahe waterdistribubion ~ 9 q re ents. PY P • ~ Gate valves 3" '.and smallershall have a bronze or iron bod and re ard7n fire revention and conduction, dust, noise, safety, sanitary s stem as mentioned herein. Ductile iron i e and cast sron t e do not. Y 9 9 P Y P P P P bronz mo ` ~n body and shall be .and similar public health and safety aspects. He `shall also supply the have,'to be cement-lined unless required by the local utility receiving a unted, designed. to operate at 200 psi, working pressure. • valves 4" and lar er shall conform to the s i pressure. Gate ins of AWWA C-500, . En ineer, Governin A enc ,and Owner a set of as-built plans of each the wastewater, 9 • pecifications of AWWA 9 g g Y "C1 ass' 150" with an a ion bod bronze mount d no -ri i m ' ng stem designed to .M utility he installs of no extra cost. The,trenchfor the sewer line shall'.: be excavated to a minimum width and Y~ e , n s ng ste desi de th i e la in shall be commenced at the lowest Dint so that th open counter-clockwise C. JURISDICTION P P P Y 9 p e, All valves-shall-have ends or joints to match the i e to which th n _ spigot ends point downstream 'in the direction of flow. The trench `shall P P to which they are, to _ P _ 'y' The Contractor shall be responsible for coordinating his work-to ascertain- then be backfilled rotectin the' i e`from'v r i be connected. Each grate valve shall be installed with an ad'ustab ah adjustable cast f del '?authorized a encies entities, olitical ~ P 9 P P e t cal or lateral movement,. J that all requirements o y 9 ~ p All tines and laterals shall be installed in strai ht lines with ro er iron valve box and cover set at finished grade and well marked. subdivision of the State of Florida, municipalities•or their adminsitrative g p P 1 marked. Fire h drants shall conform to. AWWA C-502 s ecifications and the l fittings at the plan grade. The grade shall"not rise or sag more .than ~ Y p divisions (sections) have been met. ns and the local fi€re INDEX OF DRAWINGS 1 inch vertically between two successive manholes; the horizontal district requirements: Each, hydrant shall connect to a 6" minimum ' ~ I1, DETAILED SPECIFICATIONS a 6" minimum water Sheet' Na _Descriptian ' all nment between two successive manholes shall not var m r distribution main. A ate valve with cast iron box and cov r g y o e than 3~inches. _ 9 e shat A. TREE PROTECTION AND REMOVAL ~ placed between the main and hydrant unless the main is a "fire lie d cover sh'a1T be PavSa~ng and, Drainage Flan a "fire line" only. 2 ~ Wager and Sewer Plan... ' Where water and sewer mains cross with less than 18 inches vertical Tree removal shall be donE in a manner whereby the remaining trees will not °The h Brant valve shall y" " y be 54 with two - 2%2 nozzles and one - 4=; and one - 4%2" pum er ~ ~ ~ ' P 3 Faxing. and Drainage ur o an rotected tree the Contractor clearance, the sewer shall be 20 feet of~.cast iron pipe, ductile iron be damaged. Should damage occ t y p nozzle. .The hydrant shall be installed plumb and the pumper nozzl t doing said damage shall satisfy the requirements of the .County or n c p y face the pavement. The um er nozzle shall be 18".:above finished pumper nozzle shall., Typa.caJ. Details i mu i i al i t . P1 pe or concrete encased vs tri fi ed clay pipe, centered on the point of crossing. .When a water main parallels a sewer main wsth less. than 10 P P ve finished grade ~ 4 ,Water :and Sewer Typical The. En sneers will eat locate or any way designate the trees to remain or and shall o en counter-clpckwise. The hose treads and final aim " g horizontal feet, .the sewer main shall be`cast iron i e, ductile iron p ~ p PP ' d final paint color Details, Eritrancp Deta1! to be removed. i e or concrete encased vitrified`''cla i e. ~ shall conform to local fire, district requirements. The hydrants s Existin trees which have been designated to remain shall be protected per P p Y P p e hydrants ,shall be . i , g compression type with` "break-away" facilities anal the operating st the requirements of the County" and/or municipalsty having Jurisdiction. At road crossings with less than 30 inches of cover and any part of threads shall not be located in the waterwa , operating stem Site ~onstructiarE Specifacat.ior. the sewer line that ma have less than 12 inches of cover; the sanitar Y B. CLEARING AND GRUBBING Y Y Water service pavement conduits shall conform,to the ions and th clans and the require- sewer shall be cast iron pipe, ductile iron pipe. or concrete encased. p Site conditions shall include existing utilities, either aerial or meets of the water utility supplying and/or maintaining ;the syste ng ;the system, The vitrified clay pipe for the length the condition exssts. Where trenches underground. The exact locations of existing utilities shall be determined conduits shalt be PWC or an approved. equal and will be placed_as e placed_as shown on R ' f r n oti f s n cross exi stt ng roads by the open-cut method, the.;backfi 11 shal 1 be by the Contractor: The Contractor shall also be responsible o y g the plans. • 1 . , ` d rim placed sn 12 inch layers and carefully tamped until compacted to the , all existing utility companies prior t© and u g construction. The am de i of th undisturbed soil, ~ water service i e material, shall be alvanized s , Polyvinyl Chloride, , rot ction of all utilities and ~ s e ns ty e P p g teel,.Polyvinyl:C • Contractor shall be responsible for the p e ' The ends. of i e shall be well marked .for later identification and ~ polyethylene or an alternate approved by he utility and Engineer. nd Engineer.: Galvanized ~ shall also~complywith"their requirements. , steel pi a snail be standard wei ht Sch. 40 with t r a ' . location, these as well as the location ofmanholes, wyes_and service P g h e Bed connects led-connections. Polyvinyl Clearing an grubbing shall proceed wsth due regard for all permits, ordinances, • sterols shall be shown on t e As-Built laps. The As-Built data shall Chloride pipe shalt be the same as;-the main line pipe. Pol eth l'e Polyethylene shall be ' uitable material dis oral. 1 h P Y Y and laws that may apply to tree, rash or other ens P Contractor u on com '1 tion ~ Type 1II, Grade 3, Class C material and snail conform to ASTM`D-12 as not to create be furnished to the Engineer and Owner by the p p e to ASTM D-1248 and ASTM ~ , . All trash or tree burning, if allowed, shall be performed so PE-3306: The tubing shall also be manufactured in accordance with al such as ve etation trash, trees • of the work. , ordance with Commercial . f 'a a publsc nuisance. No unsuitable maters. 9 Manholes may be constructed of solid ,clay. brick or precast reinforced Standard Na. C.S. 255, or an approved equal; A11 fittings shal'1-c ' or clay shall be disposed of by burying unless approval ss obtained from • 1 ngs Shdl1-Conform t0 N0. DATE R E 1 S 1 0 N S ORN. cKO. APP. concrete. Solid cla brick shall conform to•the specifications of the particular type service i e materiai: Each service shall hav Y ~ pP ...the Engineer,. ~ ASTM C-32: `Precast reinforced_concrete shall conform to the specifications stop: at the main and all'service connections and appurtenances sha ce shall have a; corporation ~ ' tenances shall be,_subject ~ ~ C. GRADING of ASTM C-478. to the approval of the En ineer and/or"the water's stem su 1 in ` 9 Y PP Y 9 n supplying `the water. ~ A QE2/T,4G ` P,4RlrYlErVT PROJECT All earth moving-shall be completed as indicated on the paving, drainage and All manholes are to be water tight as required by the utility and as shown Water,service locatians'wil~l be marked on the curb with a Burs l h a durable paint. All r _ J ~ b e detar9l sheets. The Engineer shall be notified of any known sinkhole or on the plans and also have channeled inverts as shown on the pions. Brick building con;;nections.shall conform to the architectural plans and X 1 plans and specifications, ~ Y other unusual natural fault. development. manholes„shall be made water .tight on the outside walls only, as shown on the governing agencies' re uirements and he En ineer: q 9 x ~~rE ~ow~T~~cT~o~u sP~-c~~~~QT~o ' r~u ' D. DRAINAGE the plans. Precast reinforced concrete manholes are to be made water ~ Irri a~tion i e material shall b P e _ • 9 p p e VC_and shall conform. to the, sari m to the same specifications . - The storm drains e system shall be installed as shown on the plans and as tight by a coat(s) of bituminous material antl other acceptable methods at as the imain line i e. Other material a beEused sub ec 9 P P ~ Y J t to the.. ject t0 the Utl 11 ty' PREPARED FO : DATE;, 9-/8'89' APPROYEO ~V: , specified. the JointS_of sections. The manholes shall: be constructed so'that the Owner's and Engineer's"written aoorovall.' 7 t Storm drainage pipe,.material shall be of the sizes and material'as shown on rim may be adjusted to comply with the different finish grade conditions e, material and installt `a ion shall conform o t the r the plans. The pipe material shall be corrugated steel, corrugated steel which, may arse. Each manhole shall contain a 2 foot diameter mom mum Water meter siz of the utility, the plans and the. En ineer's-specifications. )rm to the requirements ~a FQED QrC/lLcoR/ DRN acs r r:' ~u tions..; SUITE/el, - CKD.r~ P : ipe ;arch,: corrugated aluminum-alloy,. corrugated aluminum-alloy pipe arch ` cast iron frame an cover. adder rugs or steps are not to be installed 9 or reinforced concrete. in any manhole. H. PAVING r ` C~lQ Rl, ~7l~C~' ~B JOB No.. 650 cPb, ap: LA.IMINEER'S REG.MiLID llYl l~ 3.31y/~ FLA.' LAND SURVEYOR'S, The trench widths shall be as narrow as possible and bedding shall be well A drop pipe,unit,shall be provided for a sewer line entering a manhole This section shall include.`<the vehicular and P ' edestrian areas with n areas within'athe limits of ; compacted around and above the haunches as required to stabilize the pipe.. at an elevation more than 24 inches above the lowest manhole channel rights--of-way or other areas as shown on he plans. The areas, are inveri".. constructed as shown. on the plans, details and typical sections. ie areas are -to tie: graded, and SWEET LL.OVERAS BAUR &'BTEVFNB Cleanouts shall be, constructed as shown on.,the.plans. The entire system sections. -CONSULTING' ENGINEERS LAND SURVEYORS stia`11'-be~ flushed lamPed'and inspected prior _to a cceptnce.,: 1-N3.764•3868 0 QU*TRII VILLA PLAZA 3110 U.S.1! 1 CLEARWATER,.FLORIDA 3331 FC Q4 6Cr~~ati9rz~ 21 C W17 Dti~ PC,4rU ~I /loSD~ v A F 3575E a ` 'x, e .SECTION /8 ,TOWNSHIP ,~9 SOUT u~~'~~~ - . H,.•v , RANGE /~o E~,ST Norffia'esf~nr/.~r of.5~ft~/I/8Z9•/6 6~ _ S'T.4'E ET - t A R PAR ~ ~ F 'iFA I o ' y AST ° ' rnwl 1K a Hill a~Q' ~ RO r ~ ~~R IL~~i~E e--~ ti f.. ,ti.. LME ~ 0~1 ~ ~ ~ P " ~ . ri ~ fc -~r~,AtR ' ARLi GTONP a. e+.0. a'r»' ? - ~f~ IDIXJ~ .f+ a 12 ~ ~ ; ~P~ ~ « 1 'x v~ ~r~'aR ' o • ^ I F"-~,~inlul~.~. ~ ' v 1 S~YCRE$T _ . --a . fA~RW(!1C .~.>;h-~ I s, c ' W~ 4 Y s o ° z CARPENTE , G. No~~`h boa ~ for` a/`ffiP .5Yj'%lofh'x N~l!~offfic L>~`l ST•y.' SHARKEY I~ I` ~ ~l RD90r.' F flfLD /FAQ 50.00' 9 O ~ re ~ 27 (Fli'7iNr SAN z ~fHllKtE~';.~ ..Q ~ ~1~(, C 4rN~cE~oa 4~LORCNAL~ ~ ~Q ffAf/E~O~ i LiMITS ~G ~ FQ6 No.~/hs~s/` ~r~Pr , Y, o I~ GRANGER6R r ~tlA.u~~Q;l. ~;"•'.F ' i, 3 of fh S S89 ° Z7 05 "E X89. ° ' ~ !~//¢'o~1fi~ _ _ _ S89 ZT'o5 595. P7 N/1.'/ _ /olorui;.rr~o~/crrUfi/rf Eo ~G~a~7`fICN~//~ - f' .l~ir~i~l`(O.R.SZSS,/?/~c4G') 406. i3, G r7/ l' as or ~ ~ s tt ~ w•1 Pe~( NORMAN DRs~ a QQR~F'` n t JI r~ 8•Z9/6 - ~~l - DREW t~ I a r--r 1 ~.ST._.l DREW t* ~5T' No~fifeosf~~xrorff,~ pAO./~'T v I~.NoREw'~s b ` ti 0 0 0 ~ . h titi 7fh° /y!l!//~pl~?G~'fGY7 x•19•/6 r ~ W ~ L04~'.ST/Cl/V ~~kahwe«~D ST. fiETERSBUR ¦ SHOPfNTER C I Q ' ~ . ~r JUNlQ COLLEGF CITY_ _ j ~ ~ ~ti titi. ~ ti ~ ~r~ a h ~ ~ ~ W ~ bk> 18 IOOS ~a a C:7 ~ NA.,H a s ST z GOLf z I _ ~ ~ ~ ; WHITMAN } `W Si"14 DRIVING ` CLEARWATERF ~ i i PAIN OW DR , ~ .RANGE j -EAST a M LIA~7 OR I 27 ~ i I ~ ~ o NEU sTSC~ ~~N StHELLEY~ > ~ STu ® i SHO~~lNG s Q U• ,Q•BA DER 1n A~ w Y Sr o g L ~___fR_~_. I ~ ~1 g'-== ~ v D GULF T(1-B " AY 13, ¦ ~ ~ s ~ W r ti- 500. ~ e < ~r ~ ~ a I ~ i~ PlA1 i ~ ; iRaNGE d CL®RWATER 0 ~ i m~ CIR S ' ~ Ir F o ~ : m MALL ' ~ ~i I ~ Q G~®T ~ . ~ LOC.4 T/4N ~l//,4~ 4 Tofa//~Uir~ber of,4cres: 0.977/n. / L? I not fo sm/e I I I I I I ti ~ 1 ~ _ _ t ~ i Q p ~ i _ ~ _ i , 0 O I e I 08 i I I Nf,39 ° Z7 X05 °{fi ~ /89. I I /B9. I h` I CLEl~' N o EL,4 .~Tif~ ET - - ~ v i ti ~ m i ~ ~ ' ~ ti ~ ~ i i ~ v i ~ ~ PL,4T DESC/?/PT/ONE ~ ~ i~ ~a ~ o~ ~ ~~b. j ~ b ti The SAY//~1 of fhe NlY. of fbe Nil.'//~t o~'Sedio~ /8, To~nshia P9 Sovfh, Q ~ ~ ~ ~ F'o~ge /6 Eost, ~i//e//©s Cour/f~, F/o~-ido, L ES5 fhe ~esf frrf` X50, ~ h y.~ I h, y . ~ feet the/eof afar .~/ch~~ food ('Cc~r~fy flood /f/o. Z7~ ~i9hf of ~a,>'; ~,4lSU LE"S,s i ti ~ I ti ~ ffie soU~h f~enf` f~f ~s 20) of'fhe eosf Pity ha/x'.~~'/`~e~fy/`~f (E, ZZO J ~h I h ~ ~ offhe ~esf f~a h~nd2~a'sevenf`~ef ~~Y. ' 2T0~ of fhe5~!//4' o~`ff~eNl1!//~t a~"rf,~/1/Gl~~of i Q ti a ~Q , . ~ , c o . 5'ecfion /8, T,~~ship 2s' SoUfh, f~® /e /~'~os~` Pi/ae/%as Comfy FloridQ I l ~ " COrlfot/!//1~ OC~'.3 OC/ES, /7I0/d" Or/O'SS, Ob i~ e~ Tofo/~U/~6er c i ~ ~ of,4 res /06~ ~ o./ a ~ o~ i b ~ o~ i b V. I ~ ~ . ~ o~ _ o I ~ ~ ~ ;~i, Certified as a true and correct copy, approved _ I: ~ \ ~ by City Commission: 11/15/84. Witness my hand and the ~ 1`°qf .the City of M i~ a ~ ~ Clearwater, Flori ~,i~i~~~1°~~!~qth ..day of . i~ ~ ,o .o m ~ I t ~ December, 198~.;r ~ f/~ , ~ ~ ~ o ~ o I ~ CONDITIONS: ® ~y ~'lexk ~ ~ v ~ ~ ~o I ~ • t. Necessa®y°,eas/rft~~ fp~u;tilities required. by Public ~ v~ ~ •Q Works beg, ~.hbwon th,~cfi•nal plat. ~ oq ~ ~ ~ 2. Lot 2 be_''~+ir>~j~(t~t..+t~c~~~`or.nial site plan review at the time Q of develop~re•nt~~~ da , Q o ~o ~ p 3. The Final p11'1;*~#~,a.~ecorded within six months from the ~ . 1 ~ ~ date of City Commission approval of the preliminary plat. , ~ Q` ~ ~ b .a ~ , ~ rw,. ~ ~ ~ ~ ~ .F i ~ m .~~m._, .n . _ ~ _ ~ _ a h I ~ w_ 1 . ,a ~ ~ ~ ~ ~ I ` J ~ i I o ~ ~ ~L ~ i i a I V ~ i ~ . 0 ~ ~ 0 p 0. ~ O i k~ o ~ ~ , I 0\ C i ~ ~ QG I I i ~ h f A i O I ~ I , ® t ~ ti ~ I I Q i o 0~ I 0 4 o o O I O ti Q ~ f'mposed/o O~oi~o e 4 9 ~ Q ate'/ar U~`i/i` Eosc~n1` Q 1 Q ~ Ul v - I 0 ~ ~ ® ' " , I ~ I N$9 3/ 5T `Y ? ~ io ?YJ OIO ~ so.a~ J ~ / /1/Q•~ Oe.~fo lof3 0 ~~i.3'r° d~sc~ib ioo F?Z /0"Oroi ~7~' o~/orUfi/r/`p Eos~~n~(o.8..5255, R /486') - _ _ J N0. DATE R E V I S I 0 N 5 ORN. CKO. APP. 5c~/ffin'es/` ~r/~er ~f~ s~i/~ fh~ yY89° 3/'ST "`Y soh 6oa~do~ o,~t~ s~/~aoff~ti~v~ ~ ~ . ,6Y. /~0J' 1Ff~' `,~Y/ OPrJ`~It° NNE//~ Of Sc~`fkJ D .~TI. „9,~ SOG ~ /Y . ~ /I /sJ • Z.9• /~Ci Soufheosfc~rxr o!'the SfY. //~t ~®/"~~L 4 ®~E 01°•~'f0/I /8°Z9•/6 EX/Sf/~ i oF~ NOTE /0 Eo,SOPlenf of oFffieN6t!//~offheNlY. //c~ to 6e vocr~fed. ~y.: • CLE~RI?i,4TE~P P/NELL.4S COUNTY ! ~`~a''I''~ PREPARED FOR: GATE; .~~p m APPROVED BY = r_ ~ Ct7R,4L CONE L TO. DES. /r-,t . Q 4' ~ 47/11 W/-- r~dD„4xfi'sn~.4t0. CDAN. 1 a KD. eJN cs /OOkt NLb/c~lbdr~ Suifckl/ SCALE: 0' - Tomov, F/arido 33~/B "l/o. t, r' ~TC/cya/lb/.~r8/3 9<2 1SS~B FLA. ENGINEER'S REG., I FLA. LAND SURVEYOR S,N~ LL®VGRI~1.7 BAV~ ~ r7TEVE1Y.7 } SHEET u CONSULTING ENGINEERS -LAND SURVEYORS 1. OF 813-764.3965 l~ COUNTRY VILLA PLAZA 3210 U.S.19 N. CLEARWATER, FLORIDA 33575 , PRELIA1INOR! RZ,4 T JOB N0. I6SO~ Approved Administratively: lz/this12/84. twelfth Certified as a true and correct COPY- of. Clearwater, Florida` , hand and the seal of the City ..;.; `@ Witness my day 1984 , ------ of December , "? Chrk City -J U. Alp CONDITIONS be a proved by the l . Final storm water detention ;d ?' t c Public Works Director. 'k,v?`.°•?' roved.a the Utilities 2. Final water system designe,?e?pp ?,`'>•...«.++'f = to and Director. es up 3. Easements be provided over tYie$ v??t including meters and hydrants": >4®han review prior to 4. Lot 2 be subject to formal sitep the City development. roved by 5. Landscape. plan be submitted to and app Forester. permit(s) be procured 6. The requisite initial building Manage" S within six (6) months from the date of City Manage" approval of the final site plan and all requisite s of occupancy be procured within two (2) certificate( ) years from the date of issuance of the initial building Ye permit. I AF 23043 - - rZ / 7 4 _ _ _ ~ ~ L'~RrUEQ (3 ~ e EKr5'T. (a~ K38 r /~nG /Y ~ C /^T [JK C _ aF5'EC,/a, TN1Pz2, II I k~~GP u p.. ' SEC~I®N ~V ~ T® 1f VI VSHIP ~7 ti7oU 1 f~l~ nAN~E / ~ Ef1T RIiE, (/a I. I y I f / } I II C'a,vrl~cr rC ~,~isr/~t~' c~v ~~S~eo~°BO~s ?09rTtV rF Le t~I 6N c~1G I I EAU A RDU EIlrST STORM I CD/t//I/ C' w~ T _ ~r aFC'C`EARIti~rck' w r~R ~Nas~~r~c •.II CA(1.F.GT(OlV 5Y5TEM WNICC-1 QUTFACT S T~ Nl~/rt/, r`T4P ~a 8~ ~r1.~G?c°Bt' _ , ~ ALLI G TOQ CREAK' ! TflEo~UNE,~' ,St~/gCG ATTEn.~PT ?'D aBTq/iV Tx/E' E: PAk INDUS R1At n 1 ~-pp~ TPA ~ n nlt~ 4F 'h/ ~...`aAST~Y~ RVk - G'iT~° v C'Gc:=lr.<'!~t/.4TE~' W/~T~"k' ~ e i I v~+Gtits A ~ ALL GATOR GA E ~ . .r--..~~y _Z • ~ OLD TAMPA 6AY, NECESSq~Y oFFsirE EASEME~t/r roa~~aw cavvEC riaN 9T~~i/ r~ t~VLCUI>C E~';~ti ~ I ~ Q'ui~~F Y ~ ~ D . I .3ok 3o'~rG3A/ / GF THE G.PgU I ~ I , ~YSA/VrTq~Y sEWE,e A3 NE~E'Ea,V. ' ~ 1 AHJ GlU a~ '--"tea„r '1l1 i(~(i I I /F TN/S EASEMENT E,gN~t/0 BE T o8T,9/,V,~';p, i E~sE~E,vrls~E,uor~- rH r ~ ~ p E,C~S'T7/UG a`~irv' aF I. E .QlTE,Prt/ATE ~ B ° ,s'AN/7-q,E'Y SE<t/E,P ~ C'LE.~Jk't~/.4r~',P t~.4r~ I I'• ,NV CD~NECT/o~ DETgic .S~1av/v ar ,eicHT II II( I"~. Q M,a/~ , ~ L~vtiECr ToEx~srrtiG ~lrV of ~ e sya~o BE cu,~sr.~lnc~rEO, ~3 ~ ~ 5T SHARKEY ~ ~ ` fl:CG ~ , ~ I a ~ ~ I~ CCfARW~4TER ~RAVITy RIMEL.= 900 „ ~ I a 1~.c~' d RD,,,coRk ci II GREt.c ~i, t• ~ rrxrr,Ir 4~'1 , LIMI7$ ~ ;,.44Of~' ( 7fkR0.C[D . ~ 4 ~:fLGI t ill I .tv o I $ANITARY9EWER. GROU7-~ ' /N?E.~W. =G5.75 F L?' i:;(.;"..~R 1,,:.:i 1:.. ri:', yt ~ M G, ~ aRAnGERLN 1 ~ r 1 ,i ~f a OJ ~GGr4), , r . it , I ~ I 3EAL:,TO PRE ENT NF/LTRAT/0/ll ~ A /NV,9=1~.1 _ ; u I ~ 7 Q I ~ `i 0.v EXIGTM,I , QIMEC.' / i i EX/57.A~1. ~t- ~=~i--~--!DREW I~C.ST._~ DREN t I kW, Z I c ~ Iu .I o3 lN~N.-~Sl~ ~'xl5rl~c~~ya~a.EAawar as / ,M~ ~ I , I I of ln1~E.°~y!~' GRAY(1'1' SA~IITAIZY MAW. ~ Ei!!5T uoarEl ~ oF~W l4 C~' r~l~ u•wY4oF ruE rz/n'EL.- . N I ccusrEROF r2 ~ o:/ruV.ru=G5.12 CIrYDFCLEAk'W.4TEk' j ~ - ~r'O?ECT ~ EX(5rN1.N -______-I~:~,, I I /rV?•E=1c5.12 ~ v/TE a+,o;,~sl:PEffRSeuFI I - - - - - _ u•W 4 fi~G.18 TWP. 5 ~ ~a I- _.~En7.~ - - ~ f ~r~~.-- - _ PROP/NVS.=1057 GRAI//TY M,QrVI-IOCE. ~'.~~q ~ w ' ~ - ~-~;,k _ _ _ _ _ _ _ ~ 1 ~ G'QOUl"~5'EAL TD PRfYEN7' l"-40 .a •,>r' ~ _ ~ ~ ~ , ~ ~unroRCOCCEGE _ _ _ J~ ~ - ~7,ai ; - _ - 395.2%- -5 ~ ` ~ ~ 25CFg„P?.C.~0.40% lttlF/LTR,4T/02(. ~ ~ ~ i t,•~ pcr~~,~, s > t~ a I I r, ~.r,E caecE - - - - ~ r ~ $ ~ E-~ ~ c e S7 2~ GOLF I I t I----4-__ q•~ - pROp09Ep ORAfRIAG'Ey"`~OR z I m w~'rNChC~z Q DR1v.ING I ~ 7C " ^ "S I^!~ kA k4~M DF ~ 1 rM.. I !~^ST L~.I ~NGE ru w. CD~4 0~ ~w //~o~ ~w. PST ~ W - I l.~ OF lUW DF l8'C~,/G ( I ~ . I...... y... EXl^.~77AJ6' (D gQAlrt/~' fL I7V • ~ uTiurr EASEMErI(1" Itt l11 ~~DR ~ , a'~k3.) F~3I L.I ZI~,.1.n~- ~ I I ,UORTN ~ , '+Rf'f ,._j SHOPPIN - ! ~i ~r N r® ~ w r I`opY.u 5: CENTER" - o I l t ~-jw i`S. O~ S %rt, Q D N i~ GULF•T.U-8AY E (;~5, 4r'An i~ ~BLVih~ N e t ASEME"rt!(° PERO.Y~E'.525SF~• r~B6. I . ~ Acr. B `GR4V~T ?5 1 I ~ E rC/ ,Q~?E PRDPD~ED D~V D~-9~' ,4 I , SAA!/TAkyS'E!-YE,Q.,.,,~_X ~ K x x - --x r ? ~ 1U c~~t'~d 1 GUlf,~GBg}=~ 1 ,1. .r~ _~J:-.._ I ~I (SEE E7~ih=ZaA~~N'/ ~ 4 I x nS J O~ERFLOW ~TiSnUCTG/~QE ~L ~ ~ Ex5 . ~EdF AVE EN~ ~ ~ , PLAZ,p~ by T' l1 r GOU I I ~ 'I ~ I• I ( ~I ~ ~ I ' In li I IOJ `w~. ii JWG J~ n~~: ~.1 n~:. r~"`i ,4 'J~i l.-r~~~lltDr.,n pn , a ~T®RMOVER gq~r/TAB , ti c . . I Y I. Q~ x -r- . . rCl ~ a~rE ORruEWt~y~r~~~ ~ ~ a hr~ 0 5raan f /,vr~~9.do ~ I I r P,4P I E ~ 4 ~ H wE0 FRDrI? COr2 To ~3ELCC~' R ( h e x 9,a/u. /rvr/. ' ~~.73 ,t'f it ~ 11 v ~~I , RI~E~.: 2 ~ ~ocR~ia~ MAp I r----. F" L LG~' (Ort~ TO l~7FR- ~ I~. I cl. _ ? o'* ~ \U1 ; - RD. YrU,9 qT ~ ~ I ~ ~i ~ I II I;:}. ~ JN~x1587 ~ RrMEC.= ~~.oo u.rs; ~ ~ ~ tti OVQ~NI CmtCor2 I. ~ I ~ ~ ~ ~ ~o '.I I v w r ,M PQEL (Mlr(111~'Y 5'(TE` PCtlrt/ ~ ~ ~ ~ a I I ~ _ ~ : 4 , 1 ,ti~~=~~.77 PaocE~.~, J TaQMOVE .~Qa/ir,~Qy ~ o ~ ; . I I ~I I / iNV. H!JG~.72 ~ °a L~'GAC D~SCI~IPF•ID~l1 a f ' L, S7oRM OYERSA/t1/TAk'Y /35th-8^r?V,C . , . X0.40 r ~ ri ^ , ~ The S.W.4 of the N.W. x . F.: I f' I n 0 D I Q ~ C. . L. G'G. = 1.3 . (>o- °~r~` 5'TORMInlt! l~9.48 ~ ~ , afthe I - 3ArV. lnll~s ln5.dl H.k'. Q of Section 18, Township I , I w , I . . u I; ~ Q. ' ~ C[.=25's 29 South, Range 16 East, Pinellas \ Count ~ , p 50 fey!`Florida, 1ESS the .west IN ?39/0 ` ~ N 'T39G ~ ~ b' ~~~E' P«1~1~.,4~ Q~rrll~~ ~4 0 \ 2 ~ h ~ I ~ ® I,. / _ . _ I ~ /1~• 2 , et for Gel cher Raad RrMEt:=757 I (County Raad No, 27) right-of-way. T"lE3 L/CENgE' rg ~ Q. ~ ~ 171. • I ti U ( r,, I i (.II I ~ 1 I I f~t/Y, E~CC74/ Containing 9.184 acres, m.o.l. E Ul~EO F^DQQLG I 5 Ring EL. = 7 E e I 5 l~ 4 (I 57 / ~ I I Grua ~ ~ ~ ~ I lrUwA.l ~G73/ o _ ? _ -~ALTE~rcY,ctTE '8=' SQiV/T~4RY SERVER WORD 11/~T~?r~u C.~ t ~ ~ nN~-.:a74/. u~ _ o ) Pl /5LF6"puC, 0.~a/ a'x~• c t,or~~ac /•o i~' ~ n.+/,v. ~n~/~cu6 rtl. 27 Rrckr-OF WQY 4~ , - ~ ~ ~ I rVa G'4NNECT/4ti! ®~'T.4/G _ X ( scacE: ~ „ : 40 ' I I ~ Q ~ •N 76GF 2 ~!I.21 P.Y.C. w%T~~ I Vi / I ~ ~ R~ ~ ~ $ER CE C'OrVOV T F: N, ASSEMBC ! ~ TO BE U5E0 ONL y lF OFF•S/TE EASEME/t!T 1, I ~o~ e~ r~ ® • I ~ Ira r,~ , I 9 / 0 l ~ A ~ rrve ~ ~ .ly 3 P, t.. ~ ~ ~ G / ~ I /7, /V - • (IS S'NOWA..I ;AT R/C'LlT CRA./ttlOT 8E C~BT~/il./EO, } 2 I ~ ~ti I ~ ~ ~ dI ~w ~Q ti R/MEC: ~ 757 a~ • • , ~ . . fi ~ ,~/MEC.: 74l / t_. ~ h l7 ( / /Nl~~ ~67la`~ D C. , "WA RME ~ ~ ~ I w ~ 4x`4 P,QO ID I N E ~ /O.CYA ENdG'y /NttC°G ~ d. . - 7.¢ t _ ( ~ 59, /N ~t/ G 9 to ~ ~ a Q y~-= ° -~8.~ ~ lg R I p E-- 'Oti?- ~ P.!!GC, W,gTEf.~ / ~ , P ~,P ~ ~ p i ~ ~ I v bicE C'Q,tlDU/T ! , , ~l P 73,96 > ~ I ~ ~ / ~ al ~ ` ~o , ~ h Sheer 4 : ~ , ~ p 1. A; I elevatians are Wised ors N . _ ,G.~, datum, Cantouz ~ i `C ~ W ~ . _ - Fa v i n ~ ~ 1'1! ~ _ . l"i a g e P ~ a n i.nterva l = l fiat • cartau~ s were. determined . TEE f - ~ r. ~ ~ ' . • ~ ~ , Cl E Q _ 7. ~ 0'x ~ ~ G Water . n a sewer P l a r, pragrammetrica.lly by Hamrick Aerial Surveys , ' Pavina anr; Drainage `Ciean~ater, FL. taate fla°~-,duly 26P 1984. ~ ~ \ 4, I CJ ,r / ~J W ql , V Q I`Ypical ~7etails 2, X11 dimensions ara apfrc~ximat~. a~, it.~®• % Plater and Sewer Tyt~icaa 3. A Pinellas County tltiIit~.es License is xequired I , ~ I. U o Details, , Entran~:e I~r~'-ai zor all work wii-hin Cotyntg road <rights-af-way. ----4"G n. ( I L 4, s. ti C _-5 (,r ~ ~3 ~ e o ~~Wh ' ~ ~'/M EC,=7¢5/ Byte Cc~nst:TUCt~crr 5~,~;v~._~...~t°v~. All water'main5 siTal b~; ran °sala.d.J' `maps Wzll I . ~ ,47~R ~ s. ~~r.~cl~v~~ _~Pw ~ ~ I ' be made by the building pluri~r at time of building M ~ ~ I o . ~ ~ G ~,-.45 PY~ ~E~rn ,~,7 e a ~ ~ ilc.J?. w. = 9a.01 canstzucti~n• N ~ ~ ..I ~ N 5 wv I ~ ~ • I ~ ~„pv. c s~aVrc~~'G4r, . ~cQ(M~~u) - I ~ k p I ~ 5. This. site lies within the City of Clearwater water and sanitary sek~er service areas. . ~ W / XIS f~ Mw 7~4 11 ~ ~ ~ . l~ PC IG E p1 E , . ~ ~ - - D E R m ~ r, ~ , 6.- The locations of existing utilities are based an Atlas- I I ~ ~J~ v I 753..__ . . - ~ Sheets f; , ..,_eld data and survey by.Gea. F: Yaung,; Inc. I Q , ~ 0 I is i ~ 6' , 2 4' P ~ - ~ ~ dated 6127/83 fproj. no. 83C1S00957 and shall r' ' { ~I • ~ Q I ~ t B.Ci' . Q. ( ~ i 28, S.C H i ~ ~ ~ I ~.c;. ! przar to aanstructian. 4 I G . ~ r.., ~ l-_ , , tITIL1T'y Er4~~MEAII- R.J(It~~' : 7• mhe contractor shall verify the lacatian of all 0 I 0 v: ~r r I 1 , existing uta.lzt~.es pra.or to construction. i A f0;®0' N/1D~ tIT7f.IT~` CE1~'fN1f~1~1~• 8. The existing F.p.C. transmission system alan r 4- f; = 5'NAIt 8~ G~~tarTZr? ; ~ Be FGF, r1lt, I,~t p Raad shall not be disturbed. g lche., 4~ ~jr - - - r I• I ~ d~1Al~1i"At~tEC~ kll~hl~rES U~tr~(1Iit~( iC11= I ~ 4x 4'P,40 f a ~ ' I ~ , ~ I _ 1 I. ~ ~ I ~ ~ - I s .I W '7I ~ ~ - ~I l • o I 1 I ~ - r ~ ~ I ~ l 2'-- I I T" t I rl ~ 4 Q~ ( + ~ ~ F~7B t I 1. ~E. crrv of cc~a~WAT~~ ~n~ 5~r~(e~ i~ A~q(tas 1 0 ~ CE TD T~l15 41~" - / i o ~ ~ I a~ , _ ' Iw 'r J I ~ ~ ~ ~ MOTE ~ .QLL D~"F•5'/TE ,4k'E"~l`~ >ff~L~'. ti~ I ~ G j~ ~ ~ I I f I 3 py / ~ I Z~ ~.r, BEQEsra~'EO rDO~'/GrrTIgC PQ~c'~rc~rRrX'Tpv t »J Cpr(./OrT/0/t/ 7D /NCLI/DE"~5EED>~`r~IUCC'y } h ~D r~,ndE/LIER/T~E"STDR,g77DrL, ETC'. ~ y~. I ~ ~ i c ;I I ~'cACI ~ I I ,3 V1 I r"'~ 'a .92 m ~ I 3 a • ~ ~ v 8 D , D W~ (5: ~ I ~ I I tJ Q I I ati / ~ ~ r:a I t' ~ / f V I''lI I i 1 q, , a 9 r a( f 1, l / ~ t 5' l I I.I, ~NP> C / I _ I I ' r: . ~ ~fiGU~ 7 1. f a /1 , 3 I ~ / p 4 . . _ T m - i~ I P ~,~t ~ ~ L ~~o~ . Q , P - t., i I, r ~ I? ; l ~ q 1 ~ 5/s18 r I I ~ I'oI I I / ~ ! ! / ~•.a ~ t. ~ gTER 7 c~- "O ~16 P. t! ~ / r !2 ~ ry~ MErER / 5'ERVi2L~C4n/O / ~ ~ ~ ~ /C f I,,Ci ~I I i ~ G'G(/,C' EQY E L.4T8",Q/IL @t0~ •:.J q I ~ I.• ' I f "5 RYIC'E GA7~RgG ZUO GF°8'G'G!C', ASSEMBL Y_ . ~ . ~T-1_ ~ l / /r ~ . - I 1 . T ~ _ _ _ . _ _ _ - , ebti,~~-er r~ E,e~rirv~' criva-' • w ~4 ~D ~Q I';.`I ~ ~ I ; I ~ 1/ FOG? CO/t/TirvUQ7'lD~.,/~E"E QQ /J ~,ri5r~rc/~' ~Ua c~Qa~grER~gr~~r,~/,v l~„ ~ .a a ~I .I ~ ~pW v ~r ~ I I I I a ! ~ ~C.4rcl C CEFT L/~L ('7G F•'S ~14/~D ~T.Qp TO BEM/lDEBYL'ITVOF I` I - _ ,~I 70f NCCUDE•~'7EE'~`B"/,4~E ~ I ~ ~I ,I _ / w l ~ , l cUTArvD r"aTC'f/~X~6/;~;vG' a,~ w~A~. •y.. Q I l o Q / ~ APr~DrU~ r v=~ CiTV QE47G/~~'Fil//E~t1rS I l.E,~~r/,c~GB"C/7'v F" ~:..i ~ ~ I ~ I I ~ l/nlK~ X4.06 / j I _ I: C ~ d~. . I ~ d ~ ~ ~ ~ . ~ ~ ~ ° - - - ---1 C~LE'.4~.47~RL1/.4~,4MM,4/~f/ l,1 I ~ / `gin, ~ ~ 0 ~ / / ! I, ~ I / l C D i D W~ I ~ ~ ~ / / n ,~r~ 792 / ~ I ~ OFF- 5'lTE 1~,4TE~' ~C1 .I I L,4 I. I I / I I ~~~~7~ , , J ~ / APPRO!`lMtl7"~" Lr~t/r5 D~ FZORIOA POWER p i ~a~Por~,arro~r ~LEARI:(/G c%u~' I ~ \ ~ ' P h I. ~DAN~fQ TI'M~-R)PERQ P,.B (D4, ~;~q3/~ - - - D a I I ~ aAV ~ I e ~ 1 e x X ~ ~ ~IOTE~ ,4tL W,4TER 5'ER~/CE LQTERQ[s . \ I ~ ~ S~QCC BEQ ML~iMUMOF //u I' 4. 0 I ~I ~.I a Eo P ~ ~ ~ ~ 3 /Pd/ PE,E' C/TYOF CCE//,C'pY,9TE~E' ,PEC.~U/~E'EME.UT9 y, p ~ ~ Dl,4. POLYETNYCE~t1E PIpE. I z !D-l0~4 PE'a G~~rY RE-QrJiRE'tilErur (~G i'• , I ~ - 4 t 3 % /0•l 84 PER OW.(/ER S RE U/REME/UTS t,~ . "''-ID' I I N0. DATE R E V I S I O N S DRN. CKD. APP. ~'w;EoRaF~k~ /~~oF/uw ~~I ~ LO I I .I 5700 I I X X K. - ~-K ~ X X ® Y-. ~ r -----------I ~ Gc~1~~~L C.rGE~t111~ q k~~~uTgc a~Q~rti/~lc//rPQQ?E~r I :I ~ IC/. ~ ,3/ 57 ;if/ 5'DUT{t r!?D F K! / F ' % ~ _ _ y~ -r - _ _ i I ~ B V D /~{Gfi ~!4/ 4 \ I l I J 9l 9.~ I ' ---1 m FOC? G'DI~T//t/U.4770~t/ S'E"E DF /f/.14/ %1 OF' SEG~ ~AT29 6, R /G E, ~ ! I ~xlsTl~lG (0 ~Af /AGE qND/OR,UrICItY I ~~rY '---i ` ~ ~ ~ EXlSrl,UG DESCQIPr101J PRGPGSF~ Wig! Tc K wrv C/ .7G rvE~ ~L~'V ' - ~ i J I ' I I. I h r~ "''r aFF-S'(T~' .byQr~f' P'CA/1/ I , ~gSEM~'rVT PER O.R.Q. ~ I I I /G'f-'/T \ _I I i I I , I 5255 (4S I d r8lo ~ ~ ~ i - • F~(GNT • pF • WA Y OR Pk~PERT Y • CLE.4~'lNgTEk~ PINECG A,5' C'OU~UT S~ F, pr'~1%1~.4 I i ~ R I I I I , I - I L I ( qti i i I I I f ~ I I --J ~ LINE ~ P EPARED FOR: DATE: -18- Q APP VED ~ ;,5r •~i.ri' ((.i 1) ~ I r•...,. ~*J ~ ~.r i f tZ?~~. I Z.^~. I•~i,:~ti"~ i.~?4 , \ II I • "i 2~ ` ~OQgL CDVE,ITD~ Des.T~.~AC~~/,~E- ~ tigt h } { 5f~?T ELEl~AT'lOIU ~ ram,-„ ~ - - • ! ..1(~ ` . ° Al. • vrrcc~ i =/o COUTOUR sUrrE nor f ' euoi Cu4P.5~ CKD. Sir a4, ~a ti 04,-6 ~/ABQY SCALE, t"_4 cr bf ~a O I ~ k'/n-(~l ~ 75 75 N TE' .210 ORIPL4"Y S'f/QLL BE CDd15'7l~lJ~TEU I Q. ~L~sCk~ r4rYlP4~ ~"G,4 33~t~ 5,4NDy. CLO~EI?A PAVi5MEAJ7- _ FLA. ENGINEER'S REG. No. M. Al A FRDM LOT 3 Td BEC~f(ER D - - 75 ~}q De- ~ STDRM ORAI,UAGE yxc8 D FLA. LAND SURVEYOR'S No. /tiJV, N=G9.2/ s -SAAJITAQY C~24V17Y MA 14J ~-s- LLOVERAS EBAUR `STEVENS E~T 0 Fw -F We-- VI/4Ffe 44410 W-44- CONSULTING ENGINEERS'- LAND SURVEYORS . ht/Y, N = ?l. l0 -FAQe-+C>- FO~Cf MAUU ~F.k R 1-513.784.3965 OUNTRY VILLA PLAZA 3210 U.S.19 N. CLEARWATER, FLORIDA 33516 6 F"l/t/,J0. N®. rSD AF 23043 O• SE~T~N / / Tc~NH~P 29 SouTH, ~G T ~ ' / ) I ~ . ac. ro ac. /s'PA,FK/,UC BAY S :u/.4G~ . .vE,.u<- e ,~zs 'v . P,o~e,~rwc BAY ze -'o'af' . - , o YEAG2 ro rr/° ~r~,~sro/a ~ ` a,Pivrn/c eANE ~ i2 ~a/eiYiuc LA,v~ 2r b r<<Eyarro~u N6. oRA~?~acr: uorES ~ _ P i>7iN .PEiNF p CL[A ,auCE" ~ d ar~A lAerzES) ~ ~ ~ cr~wti Ec.. x N TYPE ASPf/ALT .x-24" !/ALLEJ' CUA'B ~ rrv e : I,•1 2¢ I/ACLEYCU,PF t/ + F. F. t LOCATIO ; ~ T. ~ °AT101J ? W w C ~ O.ln5 ° ~ 4 SIOPE J/o /FI," OPE''r4•IFT sIOPE' i4,; F SLUf~J/4 / ~ /ir= " SL IT _ 'r ...UPPER o YF ~ Oc W ~ ~ e p4~ ~ A ~ Fe0?~/ L?~E EL. ~ u: DER o~ Oc k e V~ F I' V k Q 4c ~ v _ -,iii ~ ~N0 :14 u' G G". 6' a' G 6 G' G' G' G' G' 4•' G' G" G^ JO ~o ~ C'~ ~w WW o ~ W ~ Jo ~ ~ oc ~ a= W W _ 1q .p + /may a ii =0 " ~ e ';~,r`Ir, ~~E w,ruc 9ra asr. s .~H^`ur~ii/. ran ~~i- ° '~9'~ ry/ k~ rpc ,30fB. lEI T /8" _ / COl/Ek' rPE/N,c'O.PC/NG C. B, 5 ~ - ~ ~ v REMARKS 5 5 D,II 0,11 0.07 72.98 7298 0,00 M TAk'PAPE,P C/A?E,POI/f' c64SE CDMPACTEO TOA G"M/N----~`"`^- ,Gt~BCE AruO 5~,~/CCE !~''/.~/C C, TN/Ck'A/ESS ~ 9B% OF MAX. DENS/TY . , • C. 49LF t 5 3 33 N 0,00 0,25 p,Q3 G„ S'UBDiPA/ ~ 6" SUBD,PA/N e -..<r..,• 4xt~rwn.G• cr >a...yE(m~E,P RC . 3.331(0.2 DA7 0,43.. 74,DO 72~(~ 7257 b,oq D.I~ 71,50 71.4(. ,0~ ~ , ,fY/B-BA,SE COMP,gCTI'D:TDA r~°ESr AY.4/L.QBLE /SEE DETAIL ~ - wee ~rors eecow •~~8"S'LAG,PAC',f' DErUSIT? ~V(QU6BE2 T/RE E uiPNIE aD -~x cave cnv~a surPORr C , C3 ,4 /8// 4 /c!T AT LEFT) e.+cr~-~~~a-- FiROArT WALL or ce. (3,4 4 0,15 0;15 O.iO 3.(04 72.98 .72,97 DI O.Oi Q~7 I,DD C, g. Rc.. I 15 ro.97r 5.9 D, I7 oD 74~D0 729( 7Z r~ , zz • USED fE,PFD,PA7ED / 7'/~' FOq' SUB•A~E'A/N gAI,~LTEk'Nr4T'E OFG " So/L CEME,UT BAS," - - 71,4x. 7L 19 ,22 0,18 T - AND ,EEQU/,PED Fi?T/~UG9. SDIIO PIPE A1' - r,~,~oo P.S./-F. B. V.I MAY BE USEO /~U C/fUOF :~,Q..~-~, ~ ~ ~ m•~~ g. ~ g. 3 3 58 ~ 7297 72.08 O.D9 .0,92 0.92 D. p, 240 , 2~( ND CATCf/ BAS/N9 PLUG H/GN JUNCTIONS A , 9 -BASL' SNOWrV /F APP,POKEO -1 ~ C; I : ~ - C;~. 15 0,40 ,5 0:77 .24 74.00 ~ £NDS AND L'0//E/P GY/TFALLSW/TNHA,POWA,PI` H OWit/f,P~EN~'/NEE/E' . _ . BYTE , ,4~~ . ~C G, F 7,337 7Z 72,E D. I D ~ 71;19 7I,D9 p, f 0 1 D, I S ' CLOTH. PEBFOk'AT/ONS .ff/ALl BE' TU,PNED GYIWif/. ' ` " C• B. 2 ' C. E B.2 2 1,07 ?~07 Ol9 7288 72SI 0.07 ~ 0,1.3 2.5~ g.o3 C.B. 55 15 0,3~ ~5 1,4~ 8,03 74,Gb 7259 7251 D,pg k rN~oor oPEnii~' crvE,P sECr~on/ . RC.P, C,F 7.1097 ~ 7(,DI :70.93. Gt08 ~ 0.15 OOY/BL A/Ua 9/MC[E N'/AJC v pow 2 0.4~ OA6 D,3D 7ZB/ o _ C' C,I G.B I 15 0.9~ 'jZ,6D p~31 ~m 3,03 9.5a N = 72,5'p 1-75 (~5T 5A I.7(n ,50 74.00 7 ,51 72.24 x,27 x quo? r0 SCALE ~ ,r~o• RL; . ,L,F , lB 7p•93 7D,~~ 0,27 ~ 2~ I _ 8'IiYI/A/. ~ r' z. l 4 t3.9 9 7,0(0 I,o~ ,1~9 73.7 73.(02 p,o5 ~ OJ7 ~ p - ,I .„_.r..d..' I RlVIti1 /9'PARKrR1G BAY ' l2' ORIVtNG 12' D G r C, B. 32 0.2z 242 q.2g i5 0.2 (0.2 D,(n9 .28 74.00 7Z~7 72~! ,Dra,k !•t/,91.e /9 PARKlA1G FE~4`/ ~ - e'~rt /rrvicst LAME ~ LArVE TIi° l'A,P,SIDP r ` ~ ~i QQ Q R~ L.F. 7/.50 7(.44 D.Olo ~ C~. i~ ~ ! G su~ae,,v C. E 1~.. ,g.g l.2 (.24 0.131 '73,102 73.18 Dq4 ti C.B. 8 25~ L45 .4~ k 0.17 2,9~ 9.30 tpryPE 1I ASPHALT ~ ~ , • - l i - . FF. ~ ,o ' ~ 1 ~ r - . 15 Ito7r .2 1.50 q.30 7400 72,94 7249 RC',P. L,F. i • -SLOPE e ~ ~ ~ , ~ 71,3 7090 ,Q~ ~ .IS _ _ _ . ? . r,....,.,. , 0,57 0.57 D,3 73.Ie 72.50 p,~g b p, 39 4,q7 iq,~4 is = 72,5 i5 0;(0!0 7ZA~ 72.22 p.2G0 B. 7. C.B. ? L F 2A3 . l0.0 2.34 x.04 74.00 k ~ ~ ~ fit. ~ ~ ` • , GP. 70,90- 70,04 D,IS _ .~~a_ 0,2ro _.,M ~ ~ L1MeQOCK EASECDM~CTeD r0 A- r , ti .i ~N p0 1~''A~. y1 4n I I.. CJ Cf/ .glv 0.73 0,73 ,4 73.21 73.18 p.03 ~ Mr~J• rHrCKn1ES5 r Cf 3 LB. FELT ' 'r"' 0 N r ~ ® DENS N ~ . . , C, B. (,0 33 p 33 0,08 (.l05 •9 f TAR pAFf2 . , , ' ~LOw-+ '-T' L, F. 15 ~ ~ 2 0,47 ~ 9 ( 74.aa 54 7Z. 48 . D ~ ~l D, t 8 2 Gp, 0.337 7Ga4 74,98 D,DIo ~/8° SLAG ~ 5CI8.6ASE COMPACTED,TO BE51' AVAILABLE ~`ow , ~ • dlOrE~ USE (n FI~RFDRArED ROCK DEIJ511'V /RUBBER !RE ECJU(P AJ • I P1PE FOR SUB•DRAln.15 AIUD , ~ . AJ:L! m RECIUIRFO f=f1TlAJC,S. USE ~"5u8'OR i _ , 50Lf0 PIPE ~ JUUCrlOnls 10" G -/Ir. CYWC. CLOVE? SUPPpgT. ACAT'CN BASJtiS. PLUG r,RnvioE a .ia•• aow.cL N1BH El`lOS ARID COVEk' /,v «owr WALL ores OUTFACCS w/ HARDWARE C[OrH. SP~CIA~ SUB•DI?AlAI A:IOTE ~ FLAN Y/EI'V ~ • PERFpRATl0A1S BHALC 8E DR WS MA OQ l?1AYtJOr BE REO(1lREt7 DEPftiJDAAIT UPOAJ TURAIED f~YUr<l 5 85 RFACE SOJL ARID OROUrUOWATER CORlp17tONS. THE L7~BCfAND S/~/CLEIf//~(/Gs EfJG14JEER Ar<!D/02 OW~IlER WfLC DEt'ERMI,tJE" rHElR A/EEO • At rNE rlMt"' OF CD~IlSTRUCTtoN. C r ~l wy E pA ors K a u.r.5. W ^_p_ _'q~ I ---t - I v , ' ~ W I ~ ~ i ' ,i_ p ti I ~ Ia - - - - ~ i I V I ° ss eA,ps SOD I E 0 .I.. 2„ I m ~,c . 4't \ ~ . . I, 11~\ ~ r3i . e; .5,: ~ r • N - -I - 1 ~ ~ I L.aY.tcG£Y tip' ,•,,.:•.::~•:.•i:`,: FI;•,, 'aQ TOr~'Y/Ek/AM®CQI/E.Q pl'+ b~ Ti./rO,4TOpEN/NG ~r "-.SOD~".~ D. C.4sT %f'O.t/ F~.4.NE'f av,r, 5 Zv /D>. ~ TYJFaFt'vE.PTOBC' CO.Q,p',vP/ZZS!! ° ~_'•,,:r •.t~ .azUSS~ ~B.+aC.t'OFCU,~'8 y /•99G'J,~/1. ~ E / BSCB, c"o/2".P ~P C . SC Y pl S z ' ~ wa.~~ ~r,~c rcv~E~P ro .e L~--a J d; _ AM1 E .GL.OC E - 1 ti .PE/A/fD,PIED w/G ~~G„ \ s~ivEa..cri,+r. roro~ • ' CONC. PE!'/METEk' : W DE WIPE y wT. P~ C6s• p COk'L3ELL ~ ~ ; ` : BEAM K'/4-'~4 /0//D El D 4ov~ ~ ter. Z'-l13~'X Z'-3'/a STEEL. ~ OBC•!o SUBI?.4,4/it/ 6lk'OUrt/D r-. ,i, crizArE rY,~E'e"AS , 8r~•~~uPS'~ 2" - J; C(.E/!~, S ~.•O:fE . e d "'raro..r .~Z_.,_---G~OUr MARIUFACIU,PEG' BY PLAN t - FCO,~/P,4 SIEEL COk'P. ~ ' `o.~t~EL~ ro oLE.of GrC'~11"EEC. `'rso F Q sae . ~ c9.4tE 9 OUTS/LJE O/A OFD/PE` EQU,4L 6 `TN,C-t~AT rr PE,C~/Mb sr• v`` ~ '"a,+y2 "oawE"[ ~.r/._-/ U /i %~rcr' t'E,aeSvs TE,P fiEAM / ~ ~ ° 0" c°ov~' coa6.>° v ,••a•~'~nn~,° ~aurroE'a,uLY .a ~ Sa.^~',ft;LPT p i 8 CO.i~L' .'/ICEL? C'O,yC'.,9GD r::: I ~ ( ii ~ Oil' B SOLrO CLAY d.A/C.C' . CL .SLY/O COAIC2ETE BLC~'K I ~ ~ ~ .a%~~ - i ~ . k ~ c • T A/NECTO~P ~ Q ~ i ~ I j PIPE' r rile 1 a ~ P/PE SAD,DCE ~ ' • _ s - - ALL A.f OUN•p ~ ~'OBA~P _ ,;.A• ~ 4 ~ (.CTATE'DD.T /NOE.Y 3000 mss/ covo .a.~osE _ . , ~ ~~SFO.PC/t/G F'OU.QEL7 /,t/.°LACE r ¢ r, : , , k , ....t ~ TA'f GY,9. O E !s' CUK SECT/pA/- ALC K~. ~>~,~,~P ~:.~'.-t • • t , ;o. ,f/0 P/PEdD/NT PE~PA!/TTED 3o P . ~ UNLESS APP,~t74ED BY C,r9'TC.y ®.~Q.SIN DETiQ4/rG 00 . S'! CO/t/C 0 R~ /o W/rIE MESH THE A/G/~f/EEA' E .?rs T ~ SLOPE' OF M/TE,PEO ENQ SECT/0// MAY BE MOD/F/ED: TO 3~/ /F NECfSSA~PYTD ,QUIT EX/ST//(/G; $ECTI®lV /ELa COND/T/ONS. f P~PO.°O.fEL7 v°.4I'EMEN> r ~y q r lC~i~L 6J I ~Ef~ FL Q I~ J~~I~~~TVi~E• A D E F G H D/A D/A. D/A O/A D/A. D/A. D/A. D/A. ' N. T, S. " / r / / / /8 2. S 4, 92 7.48 ?36 S. /2 5.03 2/ ~ 24 3.0 S.SD I7/ 2. S3 7./S 703 1.25 3O 3.5 G.08 95 2.90 9.25 9.03 /.29 :y I 4.a G.G7 / /8 2.s 3r 3 33 ~1 A E NOTE DoUac~ 6"suaoRAIN f~ T/ IU _ /2 . T D D f SC D f - • • (PEKE, TUKNEQ DOWN /..4LLCf9ii/C..SiY.4LL.BE30 ,,a NOT TO SCALE a• st/aBgsE /'vLi4iV - . • Z.T4l7L %1 iQrGD/UJ' ALA E.li y,4LL. BE 3DDD~°S./. , • R/U,!' AlL E.l~°DJEDfDCE,S: ' •.,.1,•,,`t+'^, //l . P,POFtJSED /%QVT / 5'LOPE%%~'Tr0 !o< • r , H.WL. '4%~'Z'Tp oA!/E24E~/T ~ v~~TicAG cv~~ ~1 c . . ~ j u~~"' , ~ nor/ sEcrrov` ` ®®o E.HESf/ - - N0. OATS R E V I S I O N S DRN. CND. APP, o, oo°e o4y ~t 2 3~ ,.o o mop - • o•'';,. DU.~l1.o,STE,~'~°~P,D DET.4/L ootl e.:ao4 ~ a / ASPf/ALT /4 H/GNE,P N.T. S, m~ ~d. ti TN N CU,P o•o p,~~e . . ~ O e O ° 0 0 0 f ~ ~ OOo O O ~p 000 0~ o ° ~ - r~ ••A' R 4 A,~Ed1T,~C APA~f'7"tilE~/T P,~DJECJ' ~Qy~ti~ Qti® o~~~ti,~~~ T~~~~~L ~T~l~~ F/4TER ,rX/r ,r rr r, a 3B,rGRAUBL N " F/L T6R FABR/G b 6 6 6 /2 ~ / rr G /2 /Z' /cQ" /8" l 6 /4 MIN, SUB-~44sE 0 4 INDEX OF DRAWINGS CLEA,PGfi,4TE~' P/~/ELCAS CDU~t/Tf' ~O~E"?',DA 4.~ t PREPARED FOR: DATE: 9 /~~5~/ APPR D BY:, ;"r~l ~~~~;f' Shut No. Dsscr.~. tic~n ~,PALCOVECTO. oes.r~.Raac~~ti,=E 1 Pdvi~ig and Drainage Phan ~/F.~EDA,u~,eSD,v DRN:r~~.G~ :w,. . I, ~ r.~-,~.nv .;'„a c,,.,,,, nt nrii~`.r'/iJ/' CKD.7~'~ . $r" . r :4 ; 4a (e`~ _ 401140001(-/4-j" co avuv~r tiiiv JCG / /UN i(/OT o a L VV0 Ut--L Q{IU 7C:Yy V--1L L1.Qi1 ES 1,4a eew IS TQB£ 3000 PS/, M/N, a " I r B, -i 2. EXPA/17S/Qri/ -/a/ /Q/A/TSA~PE TDB n T6/ EPIAC£D A T r 3 Paving and Drair~agc adi~ N09LEM/~BEy SCALE:AJ.r,s ~atii~ Ceo~E~AS~.s';, c,. V SQ INT Np E E/NFL EM .~6 CQNS TPGC / E,P,4 R Rr E,vT ro NUF. ST NO OS. dQ/N1s SN9LL ~PLAC£D A7 /Q /NTE,P~gLS, MA 4 AR TypiCa] Details T9MPq FL 3~(0l8 FLA. ENGINEER'S REG. Nb 40 4 Water and Sewer 'T'ypical FLA. LAND SURVEYOR'S N NQ7 7',0 SCALE 4 TOQL / /z - PAD/USAI CAR srpPS To b'6 PA/NTEo C EXPD.SED £D 6ES, TR.AFF/C VEGGOW 'Detai;ls, Entrance r;et.ai.l LL E A STEVE NS 5 Site Canstrution Sac°c.i.x i catiori CONSULTING ENGINEERS LANO SUR1lEYORS AlV r°/QE'GA9T Ci4/~' aSTD/° - 31 W 74 e e6 leg A M7 74 C AV r 1.813-784-3965 OF J NQT 7-0 SCALE OUNTRY VILLA PLAZA 3210 U.S. 19 W CLEARWATER, FLORIDA 3391 J®® NO. 1A-A- ! ~ (C. C./lL~~! f 4/4 ((~IV PCA Q AF 23043 x scTioN 8 ,TV~NSHe29 souTH, RANGE t ASTr N®T i ' nw8 AarKv ,yo,~,vatE .Qi.?G%L~vrE,y."li.~ ~ ~ F dt'0,6'Y ;~'MfG.:V-' G11 s~E.o~'f'~fJCf.~R"; ~ A PAINT PE'P loCAl RtwN M+ 6 ".!~/C.v 3S1 LBS M,Ot's'/,vED ~/.t~6 / n~lo GavE,Y ~E®d.~L. F/,PE D/S?,P/CT _ !ar a' fR~ae' r :een+t ~vrwlo ~lMa rPEfJU/IPEMEA/r A~ RulN 1W/lY IAKe~lNT rNMelr A~'C/61M1 unP _ . . _ faQ.~1E rCD?~,P/,S4,tiE.45 ~~cK ,Nt?1 ~ - + FLU.S// w/Pq?'LO~P3".4BO?Ef~,t/rS~r1EG~ ' a ~,~w R.~ art ~r1,44E /,t/la'4'455 4~E,45 f ' a N ~ ~ ~ 4. J,B lV°2 ~ t'• a" ~ "nvK,r craurr ,wo~7set Cu7'srot F/~t//S11E0 G',PA,OE ~ ~ ,p•RI~RC ~ w/M 0l/U~O/NG4J CGerrNC fld//S!!ED ra~e-wrNCUw r. p P~QLf ,ruvrarts A? ,7 ~nlq.,/O CLAY GtK! - ~ ~ , , ~ , ? I rtu6 dlGrltMf i\? \/i ~yE ~ 0 I k 'f ,y~,eeavree ~ ~~~r~ y r ?d"GYE,A?OFEr//~(5 / 2GDr/,QSES ~/nlJ I r, ' ovc. sa+rrra~'9er.~a ~alaaa.~s) ~ ' !,,QOVI ' CL,4V BQ/Ctf {r7J ~ r~ a< YrrarFito cur sswc~c g ~ ~ ALLG~/ FO,P (~VEy~'FG N/ 4 rw,H rr.unec ,rprNrr o ~ ye„ f~C,4sl tif.4rc/%d(E ~~Ek"'F"GOW 97"~IJCT!/QE' , a~ t~113~D~~-~"oa~ . ; q; A~ ~ .c,. ~ ~ ~~v use C/ [r or OeX7/4E etOW w/rN i ~,1 PERC(PYOf'r-lEr7!'s ° • e' AGI/U5r•(//~.t/r~ ~~/Q _ ' s M4KN ae ( 6'RATE EC , - ~ ,~r~ vC - _ Jar a ,.~iNT ~ p WATER SPECS.) ~ CLII/CE~U1,'P/C CE~c~1E~/T ,NOQIA4 ;RATE EC,- 7~~~ SuBaRgrhr@D.~~ na a~ nib i® M(N.<74DC6TaT~) ~ ~ ~ T,~fRaArEC ,ecc ,k,,,yN~•s,~ectaevc ~ CD"t1l!?ACrO,P.SrJr1CL CD,t1L°' lit/!/, W, -1098/ N w T~.s h:ky TOP MEW frxsr oowusTRdxerf ,u a u sr o a!' aroma a ti ~ I lit/!!/ W, = ~9 ~ ,~u „owr ip ~ " ,w,rxrr I na[te au"v uNe 9UB~e~1/r SyO,p ~ IA/TE 8EC71 L Af4NfKX E ~ rwi r ae' ! noc Ca,eeGes, nve ~ ov r o Q ~ ~ Gi?,4N//.U69 PR/OR •`~/L7 !r~(!/ a ~ _ J .wwu ~ «uaN , ~ w ro o,~a~~ic,~. ~ REiN~'ax°~MC e.~ ~ Q c, • rw 'su .stFerr ra nea rs! CbnC sue ~REa,w WA7'E~MR/N sJ psrtfrr at sce e" rHlcp 5 ,Q1j • : IY.OGL li(rC~'•c/f~ ~.lr ~a.rc su® n , ~ sNO,Pr eiruMr~/od nFNECESSA,Py c4,ar~.UG ~ ~ ~ ~ ~ ti ~l r aF ~ I P~ECasr ,yau~ro~~' use .wc! - . r ~ + lY/ICS! d!"fYKI~ ~ rnOv of ° r s ' ,~uiw t,w! np!) , fK t w~M ' a . t (0~ ~ ~i' qa~ ti A A M x Gar. s,ro,rr .fTDA/E q Q„ ALL Ty/P//ST dlDCf~S BEOD/A1G lwexr m se Ar TD,PEST ACA/NSr t ~ I~".Z~ <s{ /707.3 tea` _ -~~a, f70,3 ~ _ _~m~_ ~aa~c sue. ..u c.r`s /p1' l~._:._.e_ ,m_.~. _ m~..e_._ . _ ...:n...:. _ . `J ,br+r era' ct+vsrnrrr® E A S BL F~ OkA T Sf ~ ~ore'c~r ~ secTroN a•o s " aeEA,~AwAY yya,~ANr w/MECy 4 6 0/NT (ANCf/D,?/NG F/TT/NG) d ISEE SPECS.) yr / nrw ~anl~acE' sT~41VDAR0 M~4NN AETAlG ar TD sc E ~l - BTRA na.. sr..~r AL . ' 11 II II I/ " " MIN MIN. Ay PIPf A B C TT NG DIA. MIN. M/N• MIN. 'A"x"8" CU• FT BLOCK .LOCATION _ I n.~ GONG C f~ C I ~ 1 q V.: 2., 2- ~ 2 S.F. 2 i i;, it ~ i V 4,p BU/LD/,UG IUALL o END 4 " 3°" 2' 8 SF. /G ~ : a G " ; ; I F/r1//S'f/E,0 G,C'ADE 90 B G" 4 2 r g g" g ~ /2Sf 24 5'TOL7gGE' .,41fA/C.4BCE` A''c3 ~~.372'Gl'/. F7:` I~~ ~FFEI. H r.~a~ 8rr l' l .f l ti ' • a n r 2. f. 2 f t U ~ ~ t ~ • ~a.P'd'o", ;...'..4' 45° BEND ¢u ~1 ~ 4S•f (o I e ~ s=t/! r`= ..r,,~yi~;= /~7~,..~' ,~;7i~ ~ $N 3' 2' 2 GS.~ 9 .4• • ~ /r- s / ~ " ~ ~ ~ ` ND 4n l 1, l s. f. 2 , ~ pc ~ 22 l/Z BE 2r / / ~ 2S, f a v a 2 3s~' 3 ~A,,, ,m W~ s i g~SooDEO pER BD1TalYTEG,= ?l/.~ ~~r}r o F' CCEA2WATEk' ~ Gbuar~ eusaaanv ' ~ "i ~ ~ TEE & 2,r , u ~ ,f. 3 ~ '*^,f is ~ 2, l-lo ~ 3S REQUr RE/t?ErtlTS. sEe DET,4~G av s//I; ~ SAL CROSSES ail 3 2' / -la, ~ssF 9 a y Lp 0 PLl/G EACH ,BLOCK 8 3 3 N/rqR TEMP RARY M r ~ {0 a GR' REDUCER ~''(o" G" 8" 2S.F. ~ ~ p la ACG W 8"MA/,V f ~t~~~ oC CJ/U ~5' ~ G G~ / (G/(t,l o <Plrc./ s! rrP/LwL r ~.1. T, 5'. lA' t' M lV H G. U ~„x 4S "P. !!C. ELBOW NOTES: " " ~ rY/ArV R BETTER MAY BE USED. FOR THRUST BLOCKS. 8 x( P.i.'C. W/'EON / 1. 2,000 P.S.I. CONCRETE, 0 , Detention Area Calculations 2. CARE SHALL BE TAKEN TO KEEP ALL CONGRETE ON THE FITTINGS AND P/t /y L AWAY FROM JOINTS ~ ND PIPE. The Detention Area s a e sized to accommodate the difference G /TAMP A between existing run-off (Q2 E} and developed run-off (Q25D} fora 25 year storm, 1 hour-~uration' including the. future 3. POUR THRUST BLOCK AGAINST UNDISTURBED OR WFLL COMPACTED EARTH, ND?• TD SL'ACE commercial develapmenf area.. Existing "C" (weighted)° ` Pervious area ~3.2q'Ac. x 0.20 = 0.65 (C x A) Im ervious area .5.94 Ac. x 0.90 = 5.35`(0 x A) /L101/E rD 'EX"/~T/(t/G 5'IDEI~/.4Gk' &'E cxA-6.a C' QEpC,4~E w/rt1EW 5 " L"O(VC. SiDEt~V,4Gr~' ~a M,4TCf/ ~a~Q9~J B,9cKDF Existing Run-off. ~ ~ CURB 425E= CxA~xI 425E = 6.00 x 3.6 ,2 ~ ' p ~ 425E = 21.60 a 425E = 21.60 cfs x b0 sec./mi;n. x 60 min. '7 ,G 425E = 77,760 cu. ft. ? ~ ~h h I ~ . ' ~ Developed ~~G~~ (weightedj° Pervious Area ,:2.13 Ac. x 0.20 = 0;55 (C x A) ,~,v D , ~ ~2 N A~ ~ Im ervibus Area 6.45 Ac. x 0.90 ='S 81 (C x A) c~ tJ o ~a R e' J ~ D ~ 2h a ~ C x A= 6.36 G E ~ , 5 ~ . T Q v ~ ~ ~ .Q Develo ed Run-off: ~ ~ a tk' 24 V,4LLE ~ rt . ~ $..W - ~ ~ 9 i ' ~ CURB 425D = C x A x I R25D ° 6.36 x 3.6 ~ Q25D = 22.90 cfs N ~ ~ „ 34 ~ ' nrrvr-~ s?RrP~" ~ T 2.15 ~ ,Zxs~ - 4' V P C Q25D = 22.90 cfs x 60 sec./min. x 6Q min. Q25D = 82,425 cu,` ft. - -D- - ~ (1 - I r2"5~- - -d-- - --i _ _ , ` ~ v i ( ~z ~ Asa. .Stara e Required: r' Q b IQ l' L ~ . o a . , Q25D - 425E ° Storage Required: _ , ~ - 82,425 cf. , 77,760 c. f. =Storage Required +v e-- GRAS 9 iS(Ar<./D ~ ~ ~ yE~TI~L r , ~ ~'~~~aric,~c cuaa 4465 c.f. = Storage Required (24,372 c.f. Storage Available v t' i 24' ' YAGC Y G'U~?B ~ ~'~PG4cC m ro caae DER Detention with Filtration for the `First of Run-off is Provided PRDPOS'ED F"GDGUG/(t/E~ Tc~ ~ ~ ~ ~ _ ~ J ECJU,(1G ~K'/ST/it/G r~C4Gl/ ~o ~ ~p~ ~ I.; V ~ ~ Y p • t. _ The required storage is as follows; y ~ti; ti 24 1/,~lLCE~ - - 46~ - ~ C'URB 7 4- A x 43560 x lY or Q ~ 9.18"x 43560,x ~ mss, ~ Q~' 12 1 4. o n D o S. Q 16,662. cubic feet storage required ~v ~ ~ I ~ N ~ ~ 1. eontract~ar M ~oritract~ar shall verify locations of all existing utilities . ~3 v prior to cor prior; to construction. 24,322 cubic feet of storage 1s provided I1 a ~ : • 2. " A Pinellas C A Pinellas County Driveway Permit and Otilities license is r "red fox required for all work within C.R. 27 right-of-way. _ _ Q~ 3. C.R. 27 righ ! ' C.R. 27 right-of-Gaay shall be restored to original, pre- constructior I , construction condition (to include sod and seed and mulch). N I ' _ ~m_. 3 /0 3/ PE,E' C/TV OF CLE~I~E'W,~I TE,E'~,~EfJl1 /,E'EME.t/~':_ _ y.~ 7~/L 2 rD-r0 ~9 p R Ul E s' , C 5 ~S'EMDI~E' 2D ~ EX /S'T l(t/G ~ G D°1.84 PER OW~(/ER'S RE UIREME~/T;S .E,~ N0. DATE R E U I S 1 0 N 8 DRN. CKD. APP. r c oPoa~EO BAS' ~ C~ l1//,QT h` Pf QF• CIrRB. ~ ,4',~,UTAE APAx?I'ti1E~/T P,t'OJEC7" W,41~"~,4itlo ~E/~tiE/' TY~tC,4L G~'r,4lL ~ E"rUr~~wCE CLF~9A7~ ZZA3` C7l .F40 ffA PREPARED FOR: DATE: 9- APP D B~~ L S/, 6 ' Ar,:t _ Igo . ~,escriptian CD,f'AL CD4E CTD. °ev ~ R cr~rF,~e ~ , ~a:,~~~~P < WE Pav.i.l, and Drainage Plan %F EuHA/G CSUV .,.,n.,u,4. r .4 sd/7EA117/ CKO. Wa¢ eLL any Sewer Plan aD/~ ~t/DACEAl~q4"FY SCALE: Al. 7%;, savoy' t~o~EP ,'4 5 Paving and Drainage 7;VIWI FZ 33618 FLA. ENGINEER'S AEG: No,, Typical Details FLA. LAND SURVEYOR'S Nb;` ~ tEFIERY 4 Water and Sewer Typical. Details, Entrance Detail LL. VERA AU TE'1/ENS" ,e 5 Site Construction Specification CONSULTING ENGINEERS - LAND SURVEYORS. t OF 1-813-784-3965 EOUNTRY VILLA PLAZA 3210 U.S. 19 N. CLEARWATER, FLORIDA 3361 n X107 /Q (r''/'~ C./'7 [ JOB N0. F(lVf~ G ? l TEl4.U((ItiJ ("C UT(DI~,.LA~a ~ m CONS RUCTION SPECIFICATIONS ~ e - Insta•lla ion shall'conformto the D.O.T. s ecifi a i S F r m ' t p c t ons ecteons 125 and o ce atns shall be constructed using the same material and en I. GENERAL 430. -All i e shall be installed with roper fittin s at lan rode. specifications (incTudin thrust blacks andfittin s as the wa PP P 9 P 9 9 9) erial and installation Telephone, electric and water service pavement conduits shall be placed prior s) as the water. `to installation of the sub-base. The Contractor shall co-ordinate these services. All discharge open ends of pipe are to be protected with headwalls and/or distribution system as mentioned herein and shown on the pl-ans. n the plans. Sub-base shall be stabilized within the dimensions shown on the plans. The A. DEFINITIONS rip-rap with additional..rip-rap as' required`by the,Engineer or-governing G. WATER'DISTRIBUTION SYSTEM - minimum Florida Bearing:Value_(F.B.V.) and density shall.. be as shown on the Reference is made in the construction specifications, standards and plans a enc :to revent erosion. Ri -ra shall conform'to the tans or D.O.T. ~ . 9 Y_ P P . P• P The entire water distribution system shall conform to the "re ui+ o the 'requirements of .the plans and shall be done in accordance with D.O:T. specifications, Section 160 to some agencies and entities that might has jurisdiction over this s ecifications, Section 530. All i e and a urtenances (structures q P P P PP. ) FSBH and also the re uerements of supplying the water and (also AASHO T-180), The percent of density refers to the standard method of ' ro'ect. The references are abbreviated b thetabulation below and d fr of d bre u on coin letion q the local utility supplying tl P J Y shah be clean an ee a s p p . a ...fire protection. The s stem shall be constructed shall mean the latest requirements, editions and/or amehdmertts of each.. -Corr•u d 1 m al i 'a d t ar Y s shown on tl ..shown on the plans, testing using the Modified Proctor. The location and frequency of tests 1. gate stee et p pe n p pe ch shall have one-half encluding the details. The material'shall be as shown o ABBREVIATION AGENCY 0R ENTITY inch minimum dee corru ations and shall be alvantz d n the p p g g e and specified. Matn;ltne pipe ahd fettengs shall be cast iron t e awn on the .plans and as shall be as determined: by the Engineer and/or the governing agency having. FSBH Florida Dept. of Health and Rehabilitative_Services, ~ hot~dip asphalt coated conforming to AASHO'M-36 and AASHO M-190.. p p ducttle..iron pipe (D.I.P.). DR=26 P.V.C., DR-14 P.V.C., or DR-, t iron pipe (C.I.P.) jurisdiction. Sub-base shall be of native material only if if meets the Division of Health (Type A) specifications unless otherwise indicated on the plans. Metallic to a shalt laced in ,the same tr nch ' .C., or DR-18 P.V.O. required bear-ing value. Should native material fail the required bearing P P e with all P.V:G. w~ ® D.E.R.. Florida Department of EnvironmentaY Regulation A11joints shall be water tight: and resist leakage at a hydro- . The east iron peps and fittings shall be Class 22 ('150 psi Press 11 P.V:G. water mains. '~alues,.acceptable and approved material shall be mixed until the bearing value is obtained.. D.O.T. Florida pepartment of Transportateon; statec pressure of 2 psi.: Gauges shall be shown-on the. plans; and' hall be cement mortar lined with` ush-on or'a roved a1 ter 50 psi Pressure Rating) Underdrains,shall Qonform to the previously above mentioned specifications .under ¢ roved alternate joints. the Drainage Section. County Apolitical subdivision'. of the State of Florida gauges are D.O:T. specifications. p PP n The cast iron pipe, fittings, joints and-gaskets shall conform t 11 conform to the Bases shall be limerock, oyster shell,.soil-cement or an approved alternate. Municipality City or Town • - 2. Corrugated aluminum alloy pipe and pipe arch shall conform to s ecifications of USASI p A 21.1, USASI A 21.4, USASI A 21.6, USAS A 21,6, USASI A 21:8, Limerock base material, .installation and density shall conform to the D:O.T. CND County Health Department - he D.O.T. :specifications, Section 945 and also to AASHO M-196. USASI A 21'.10, USASI A 21.11 and AWWA C-600: Installation shall ASTM American Society of.Testing and Materia s The .pipe and pipe arches shall not be, asphalt coated unless USASI A 21.1 s ecif' a " ° ' lotion shall conform to specifications, Section 200.- The oyster shell. base material; installation p is tions for laying condeteon B weth tamped AWWA American Water Works Association o shown on the plans or as required by the governing agenc . with amped backfill and density shall conform to the D.0.T. specifications, Section 250. Soil- Y and the manufacturer s recommendations. *USASI United States of America Standards Ihstitute , Gaskets for corrugated steel or aluminum peps shall be in accordance with ~ The ductile iron i e and .fittin s shall be dent n d i cement base if allowed, shall conform to D.O.T. specifications, Section 210 NSF Natiohal Sanitation Foundation ~ the manufacturer's recommendations and shall be a minimum width of P P 9 g e n acgordan~ 6 inches A.N.S.I. specification A 21.50 and shall conform to A.N.S.I, s e+ in accordance with and the governing agency's requirements.' Alternate bases, if approved, shall AASHO Amertcan Assoceation of State Highway Officials and a minimum thickness of 3/8 inches. P i.N.S.I, specification conform to the requirements of the Engineer, governing agency and the CS United States De artment of Commerce Commercial - - A 25.51. The minimum thickness Class for pipe 4 and smaller shy P ' Bands shall beat least 24 inches in width and shalt be constructed of the Class 51. The minimum thickness Class 'for " I smaller shall be respective sections of the D.0.T. specifications. The base material shall id larger shall be be placed on the sub-base only upon completion and acceptance of the sub-base. Standards pipe..6 and larger shy same type. of materials and corrugations as the main line. pipe. Class 50. EPA Environmental Protection Agehcy * Am ri'a Na i na1 Standards Institute 3. Circular reinforced concrete pipe shall conform to ASTM specifications Ductile Iron Pipe shall be coated as specified for Cast Iron Pips ANSI e c n t o M a Est Iron .Pipe. The minimum. base density shall be as shown on the plans and as required formerl U.S.A.S.I. and A.S.A. C16 Class LII, Wall B. Elleptecal concrete pipe shall conform to ech m cal Joints and slip-on type Joints shall conform to A.N.S ( Y ) arm to A.N.S:I. by the Engineer and governing agency.. Base material shall be thoroughly ASTM specefi cations C507. Gaskets shall conform to D.O.T. specifications specification A 21.11. _ Mechanical joint glands shall be-grey ca The words "shall" and "will" are mandatory. The word "may" is optional. . I be grey cast iron. clean and free of debris prior to application of the prime coat. The base am ar i h "or ual° Section 942, the specifications of ASTM C-361 and the manufacturers Flanged piping shall have 125 pound flanges conforming to the re~ Where a particular brand n e apps s w t eq ,the intent es to m A.N.S.I. s if ig to the requirements of shall be primed with a rapid cure type sealant at a rate of 0.10 gallon per square yard. All materials and installation shall conform to O.O:T. a roduct of ualit standard• therefore another brand of e ual reco mendattons. Circular and elltptecal pipe lofting holes shall be pec ication B 16.1. denote p q Y ~ q ermanentl mortar closed before backfillin . Fittin s shall be rat d f r ualit may be used, subject to the Engineer s_approval. P Y 9 9 e o not less than 150 psi working pressu q Y 4. Underdrain pipe shall conform to the specifications of AASHO M-177 suitable for the service re uired and shall conform °king pressure, shall be specifications, Section 300, the Engineer's and the governing agency's :o the requirements of requirements. The prime coat shall be covered with sand or screenings. - The Engineer shall mean Lloveras, Baur and Stevens.. q to the requt and D.O.T. specifications; Section 440. All material and installation A.N.S.I. specification A 21.10. Fittings shall be lined and coo ~ned and coated as specified Per D.O.T. specifications, Section 300.: Alternate cover material maybe The Contractor shall mean person or firm performing the .proposed installations. shall be as shown on the tans or er the overnin a enc and for cast iron i e. used subject to approval of the Engineer and the governing agency. Excess The Owner shall mean the erson, ersons, firm coin an or cor oration develo in P P 9 9 9 Y P P P P P Y P p g Engineer s requirements. The perforations shall be turned down. Al PV _ 1 C water mains 2 and smaller shall be DR 26. The DR-26 the project. material shall be removed by a drag broom or equal. The DR-26 Polyvinyl A tack coat shall be applied prior to placement of the final surface course. 5. Catch basins shall be constructed of cla brick concrete brick concrete 'Plans shall mean the. site construction (workin) desi Wed dr•awin s prepared by Y ' ~ Chloride pipe shall be designed in accordance with AWWA C-900 sty IWA C-900 standards. The tack coat shall be applied within 72 hours after placing the prime coat g g g filled concrete block or precast concrete. Clay brick shall conform to Pal vin 1 Lloveras, Baur ahd Stevens. The plans depict the locations and elevations of y y Chloride pipe shall be made from. Class 12454-A or Clan ~4-A or Class 12454-6 or prior to placing the surface course. The tack coat materials, installation the specifications of ASTM C-32 and concrete brick shall conform to the virgin compounds conforming to AWWA C-.900, Table 2 PVC 1120 DR~ each of the facilities. , ° specifications of ASTM C-55. Concrete block units shall conform to the defined in ASTM_D 1184. The i e shall be-color coded wi h 'VC 1120, DR-26 as and application rate shall conform to D.O.T. specifications, Section 300, The specifications shall mean the written detailed particulars of the protect P P t a sty .specifications of ASTM C-90 or ASTM C-145.. Precast concrete catch basins denotin a ressur ra ' ~d with a stamp thereon the Engineer's and the governing agency's requirements, .facilities. g p e tong of 160 psi at .73.4 degrees Fahrenheit shall .conform to ASTM C-76 Table III Wall B, D.O.T., Index No. 5047-F, Centigrade). The i e, fittin s and s steals shall conform Fahrenheit (23 degrees e P P 9 . P to tl 1 of 2 or approved equal. Sanitation Foundation NSF s ecifica i ( ) p tons andshal,l bear the NSI ;onform to the National Pavement course shall conform to the dimensions and thicknesses as shown on bear the NSF approval the plans and the Engineer'$ and governing agency's requirements. The material The catch basin top may be cast-in place or precast. Each top shall label for. potable water. The DR-26 PVC cou lin s and 'oinin may B. INTENT OF PLANS AND SPECIFICATIONS P 9 J 9 and installation may be Type II asphaltic concrete or triple surface treatment. I joining materials shall Type II asphaltic concrete shall conform to D.O.T. s ecifications, Section 332, contain a two foot. diameter. minimum cast iron frame and cover placed conform to AWWA C-90. A11 DR-26 pipe, couplings and fittings shy The Intent of the plans and specifications is to develop a project by _ within the concrete. - - ado table for use with cast iron i e or d i ' fittings shall be P P p p uct le iron pipe. acceptable engineering practice that. is respectful of the public's safety, The bottom of the throat.o enin shall be below the .flow lin f _ -_Triple u~face treatment,_~i-f_permitted-shall-:..conform-to DO:T. peel-fications, - _ a_._.--_ __.e_ _ _ pipe. Section 332:.. Triple surface treatment, if permitted, shall conform to D.0.T. p g e o the All 4 PVC water miens shall be DR-14. The DR-14 Polyvinyl C health and, welfare and .conforms to the requirements of any agency or curb and the throat vertical hei ht cannot van more than 1/2 Polyvinyl Chloride pipe specifications, Section 310. .Triple surface treatment shall only be 9 Y shall be designed to accordance with AWWA C-900 standards. Poly entity having jurisdiction. i f m i 1 im i nth ro the Beta led p an d ens on. pipe shall. be made from .Class. 12454-A"or Class 12454-B vin in co jards. Polyvinyl Chloride allowed with-soil-cement basis. 9 The Contractor shall obtain all permits and approvals fron any any ail 6. Drop inlets shall be constructed of clay brick, concrete brick, concrete conformin to At'lWA C-900 Table 2 PVC `1 2 R- -B virgin compounds Concrete curbs and gutters shall conform to the dimensions, locations, thicknesses a encies haven urtsdiction r 9 1 0, D 14 as defined to g g J on the p oJect prior to proceeding with filled concrete block or precast concrete conforming to the material The pipe shall be color coded with arstam thereon denotin a r defihed in ASTM D 1784. aril strength and elevations shown on the plans, details and as required by the noting; a pressure rating Engineer~arid governing agency. Materials and installation shall be in accordance any portion or portions of~the project. The Contractor shall also P 9; P specifications for catch basins. One piece drop inlet um t or a drop of 200 psi at 73.4 degrees Fahrenheit (23 degrees Centigrade). ~tigrade). The pipe, with D.O.T. specifications, Section 520. Minimum concrete strength shall be .'.comply with the requests of the Owner as regards to bonds, insurance inlet unit with inadequate rate su orts will not be allowed. The rate fittin s and s steals shall conf >anitation Foundation 3000 p.s.i. Curb shall be placed after acceptance of the sub-base and prior to °and the like should the be re uir d g PP 9 9 P orm to the National Sanitation F Y 9 e shall be as detailed on the plans with adequate support for traffic (NSF)..specifications and shall-.bear the NSF approval label for p~ The contents of the plans, details and specifications prepared by the loading. The top of the grate shall be at the elevation as shown on The DR-14 PVC cou lin sand 'oinin materials shall conform o A~ label for potable water, placement of the base. En ineer shall be used with due r and P 9 J 9 t g eg to their mean ng, function and the details. A11 DR-14 pipe; couplings and fittings shalt be adaptable for us. ;onform to AWWA C-900. purpose.• The Engineer shallnot be responsible for any deviations, 7 iron pi e or ductile iron i e. ;able. for. use with cast Sidewalks shall conform to the dimensions, locations, elevations, thicknesses and: strength shown on the plans, details and as required by the Engineer and Junction boxes may be constructed of the same materials as catch p P P unless written approval is granted by the Engineer. ~ } ' • basins, drop inlets or sam tiny manholes. An inside or outside dro A 1 PVC water mains 6 and .larger shall be DR-18. The OR-iB Polk All work or materials shown on the plans and not mentioned ih the p i e shall be desi n d i u m t is not required. A 2 foot diameter minimum cast iron frame P P g e n accordance with AWWA C-900 standards. ~e OR-iB Polyvinyl Chloride governing agencies. Concrete sidewalks only shall conform. to the D.O.T. standards.. Polyvinyl specifications, Section 522. specifications, or any work specified and not shown on the plans, shall and cover is re uir d Chloride pipe shall be made from Class 12454-A or Class 12454-6 + q e. ss 12454-B virgin Traffic paint shall conform to the .col or and dimensions shown on-the plans and be furnished, performed, and done by the Contractor as if the same were coin ouhd conformi W . E.: EXCAVATION p s ng to A WA C-900, Table 2, .PVC 1120, DR-18 as i i, pR-18 as defined in as required. Installation and material shall conform to D.0.T. specifications, both mentioned in the specifications and shown on the plans. ASTI.1 D 1784. The i e shall be color coded with a stain thereon All unsuitable material. shall be removed as indicated by the construction plans such- P P p amp thereon denoting a Section 710 and 971-12 and also the Engineer's and governing agency's Should the Contractor in preparing his bid find anything-necessary for pressure rating of ,150 psi at 13.4 degrees Fahrenheit (23 degree that no material remains within a field determined dimension of the outer limits of (23 degrees Centigrade). requirements. the construction of the project that is not mentioned in the specific- an a The pipe; fittings and specials shall conform to the National Sar a i n or shown h lan r find r Y p vement, curb or building pad. Unsuitable material shall include but not be~ t o s on t e p s, o any othe discrepancy in the Foundation (NSF.) spectfi cottons and shall bear the 'JSF approval `1 National Sanitation Street names and .other signs materials and installation when required, for limeted to vegetation, palmettos, trash, trees, tree limbs, tree stumps, tree .roots or specifications and plans, he shall notify the Engineer who will cla otable water. The DR-18 PUC cou lin sand 'oinin m F approval `label for vehicular and/or pedestrian traffic control or information, shall conform to furnish an ex lanation y All .clay, clayey, impervious sails or unsuitable soils shall be removed from p P 9 J 9 aterials shy Materials shall conform. the governing agency's requirements.. p paved areas to a minimum de th of 24" from the bottom of the avement base and shall to AWWA C-900. All DR-18 pipe", couplings and fittings shall be .Material t es shall be as shown on the Tans. The Tans do not necessaril P p YP p p Y be replaced with suitable material fqr compaction'. The suitable. material shall be cam- ..use with cast iron pipe or ductile iron pipe. is _shal l be adaptable for denote. actual pipe lengths. The actual length between any junctions shall patted in 'layers to meet tfte re ulred densit Sub-drains ma be installed as;necessar Unless otherwise shown on the plans, all pipe includin PVC, .DIP ing PVC, D1P and CIP 'be established on the site. q Y Y Y 9 • to meet the required density, In no case shall any impervious material remain in the shall have a minimum cover of 24 inches in unpaved finish grade. finish grade areas and a The Contractor shall examine in detail the plans, specifications and site pavement area such that water will be restricted from enterin `the .sub-dra'n s ste .minimum cover of 36 inches en paved areas and public ri hts-of-w .rights-of-way. P.V.C. Sanitary Sewer Pipe may be used in place of conditions not onl neon to commencin construction but also con- 9 I y m. 9. ' Y P 9 F. SAKI A Y W The interior of all pipe and fittings shall be kept clean and fr clean and free from dirt V.C.P, where V.C.P. is called for in the plans. P.V.C. tinually until the site construction is complete. T R SE ERS , or foreign matter at all times. Thrust blocks shall be installs The entire sanitary sewer system shall conform o the requirements of the fittin s as showy in the tabl be installed at all Sanitary Sewer Pipe shall .conform to The Contractor shall insure Paving and Drainage Improvements 9 e of the plans and precast thrust b Florida Department of Environmental. Regulation and also the requirements of ast thrust blocks might - specifications and A.S.T.P1. D-3034 SDR 35. :for a period of 18 months, and. all other improvements fora be allowed subJect to Engineer s and governing agency s approval the _local utility receiving the wastewater. The system shall be constructed period of 18 months after acceptance of all workmanship, materials as shown on!the tans i cludin' h d ai Upon completion of the. mains, the water system shall be subjects y's approval . , n g t e et ls. The matertal shall be shown and equipment which he installed and furnished. An defects P hydrostatic ressure test. All air-shall be subjected to a Y on the plans and as'specified. P be expelled from the s caused b the Contractor's forces or su leers within the eriod s stem shall be ressure tested b m d from the system and the ate gauge. The pressure Note: All backfill over any pipe within roadway areas { y Pp p 1. 'Main line. pipe shall either be vitrified clay, ductile. iron or cast tr Y P y sans of_an-accurate gauge. specified shall be corrected without additional cost to the Owrier. on• test shall be as specified_by the,Engineer.(typically 150 si) a y 150 psi) and/or.the shall be compacted per D.O.T. specifications, Vitrefi ed clay pipe, fittings, specials and Joints shall be extra strength p Any. defects that occur within the period specified which are uncovered joints and 24 hour minimum for covered 'oints. Uncove and shall conform to ASTM C-700, ASTM C-301, ASTM C-425 and ASTh1 C-594 J its. Uncovered-joints Section 125:8:3, 1977 Edition. proven .beyond the Contractor s control will not be the Contractor s „ are recommended. All leakage shall be`corrected whereby the pre specifications. Joints shall be Type ILI compression 0 Ring or Type reby the pressure test responsibility to correct. will be acceptable; thereafter, .the leaka e shall not be more th B, compression sleeve. Infiltration shall not exceed ASTM C-425 or g t be more than 23 gallons/ The Engiheer shall not be responsible for any acts or omissions of ahy 24 hours/inch of diameter/mile or less as determined by the wits governing agency s specifications... Connections to cast iron shall be ins ector. The wa by the water'. system `s p Contractor or ,Contractors or any other person performing work on this P ter system shall be flushed prior to and subse by use of adapters or per the manufacturer s recommendations. Installation project. The Engineer also will not be responsible for the construction shall f ~ sterilization. procedure that might be'required for acceptance. to and subsequent to each con orm to ASTM C-12 spectfi cottons, govern ng agencies. requirements, flushin shall b d coordination, means, supervision, methods, techniques, equipment, sequences, and/or manufacturer's recormiendations. 9 e one after completion of the hydrostatic test. :ceptance. Initial static test: All lines procedures, safety precautions and programs incident thereto, will be sterilized. in accordance with`AWWA C-601 s ecifica io Ductile iron pipe and. cast iron. pipe, fi t a ngs, specials, Joints and P t ns :ifications and ocal Each Contractor shall comply with all applicable ordinances and laws ~ installation shall conform to the s ecifications for the water di ri govern ng authoritees requirements. P st button regarding fire prevention and conduction, dust,.noise, safet sanitar s stem as ntioned r ' Gate valves 3" ahd smaller shall have a broh Y Y y me he stn. Ductile iron pipe and cast iron pipe do not ze or iron body and ~on body and shall be • and similar public health and safety aspects. He shall also supply the have, to be cement-lined unless re wired b the local unlit roc ivi bronze mounted, designed to operate at 200 si workin ressure'. q Y Y e n9 P 9 p fig pressure'. Gate Engineer, Governing Agency, and Owner a set of as-built plans of each the wastewater, valves 4 and larger shall conform to the specifications of AWWA ohs of AWWA C-500, utility: he installs at no extra cost. The trench for the sewer lin hal "Class 150° with an •iron body,. bronze mounted; non-resin stem deg e s 1 beexcavated to a mini mum width and 9 open counter-clockwise; ing stem designed to C. JURISDICTION depth i`e la in shall be,contnerced at-the. loves ' P_P Y,,rv9,__ t point so that .the , All v lees shall have ends or ' spigot-ends point downstrea~i in the direction of flow. The trench shall d Joints to'match the i e to which t n_~_ e to which they are to . The Contractor shall be res onsible for coordinatiri his work to ascertain - ~ P P p g then be backfi 11 d r be connected.. Each n an adjustable cast that all requirements of duly authorized agencies, entities, political e , p otecteng the pipe from vertical or lateral movement. gate valve shall be installed with an adJusta 11 .marked: subdivision of the State of Florida munici alities:or their adminsitrative All lines aria laterals shall be tns'talled in straight lines with proper iron valve box and ,cover. set at finished grade and well marked: , p • fittings at the plan grade. The grade shall not rise or sa more than Fire hydrants shall conform Lo AWWA C-.502 s ecifica i divisions (sections) have been met. 9 p tons and_the ons and_the local fire _ INDEX OF DRAWINGS.. II F 1 inch vertically between two successive mahholes; the horizontal district requirements. Each hydrant-shall connect to a 6" minim . DETAILED SPECI ICATIONS a 6" minimum water Sheet Na. Description alignment betweeri two successive manholes shall not .vary more than 3 inches. distribution main. Agate valve with cast iron box and cover sha A. TREE PROTECTION AND REMOVAL nil cover shall be' ~ 1 Paving. and Drainage Plan laced between the main and_h Brant unl s m ' " ' Tree removal shall be done in a manner whereb the remainin trees will not Where water and sewer mains cross with less than 18 inches vertical p Y e s the atn is a fire li Y 9 cl ar ~ The hydrant valve shall be 5;" with`two - 2%Z" nozzles and one - 4 s a "fire line" only. 2 Water and Sewer Plan - be damaged. Should damage :occur to any protected tree, the Contractor e once, the sewer shall be 20 feet of cast iron pipe, ductile iron and one - 4%2" pumper 3 .Paving. and Drainage m pipe or concrete encased vitrified clay pipe, centered on the oint of nozzle. The hydrant shall be installed plumb and the pumper nozz doing said damage shall satisfy the requirements of the County or u m cepality. p face the avemen pumper nozzle shall. Typical Details ove finished grade 4 Water and Sewer T _ The En in ors will not locate or an wa desi Hate he trees to remain or crossing. When a water main parallels a sewer main with less than 10 P t. The. pumper nozzle shalt be 18 above fim shot 9 e Y Y 9 t and shall o en counter-clockwis nil final paint color ypical to be removed. ~ horizontal feet, the sewer main shall be cast iron pipe, ductile iron P e. The hose threads and final pat i e or concrete encased vitrified cla i e. shall conform to local fire district requirements. The hydrants Existing trees which have been designated to remain shall be protected per P P Y P P Details, Entrance Detail he hydrants shall be 5 Site Construction S~ocificatian' the re uirements of the Count and or munici alit haven °urisdiction. At road crossin -compression type with break-away facilities and the operating s q y / p y g J gs with less than 30 Inches of cover and any part of operating stem . threads. shall-not be located in the.. waterway. B. CLEARING AND GRUBBING the sewer line that may have less than 12 Inches of cover, the sa m tart' sewer shall be cast iron i e ductile iron i e or concre ca Water service pavement conduits shall conform to the plans and t Site conditions shall include existing utilities, either aereal or P P ~ P, P to en sea plans and the require- vitrified clay pipe for the length the condition exists. Where trenches ments of the water utility supplying.and/or maintaining .the syst underground. The exact lacateons of existing utilities shall be determined conduits shall be PUC or an`a rov d ing.the system. The b the Contractor. The Contractor shall-:also be res onsible for notif in cross existing roads by the open-cut method, the backfill shalt be PP a equal, and will be placed as Y P Y 9 the Plans. be placed as shown on all existing utility companies. prior to and during cohstruction. The placed en 12 inch layers and carefullytamped until compacted to the , Contractor shall be res onsible for the rotection of all utilities and same density ofthe undisturbed soil. Water service pipe material. shall be galvanized steel Pol vin l P P ~ Y Y ,Polyvinyl Chloride, . a m i 'r r uir m The ends of i e shall be well marked for later identification and polyethylene or an alternate a roved b the utilit .and En i shall lso,co ply w th thee... eq e ents. P p PP Y Y 9 Weer location; these as well. as-the location of manholes, w es and service steel-pipe shall be standard weeght Sch."40 with threaded connect and Engineer. Galvanized Clearing and grubbing shall proceed weth due regard for all permits, ordinances, Y 'laterals shall be shown on the As-Built tans. The As-Built data shall Chloride pipe shall be the same as ahe main;lihe i e Pol eth 1 ailed connections. _ Polyvinyl Polyethylene shall be and laws that ma a 1 to tree trash or other unsuitable material des osal. P P P Y Y Y PP Y P be furnished to the En ineer and Owner b the Contractor u on coin 1 i Type T1I, Grade 3, Class C material and sha to ASTM D-1248 and ASTM All .trash or tree burning, if allowed, .shall be performed so as not to create 9 Y p pet on 11 conform to ASTM D-1 a ublic nuisance. No unsuitable material-.such as ve station trash trees of the .work. PE-3306. The tubing shall also'be manufactured in accordance wit cordance with Commercial p g Manholes ma be constructed of solid cla brick or recast reinforced Standard No. C.S. 255 or clay shall be disposed of by burying. unless approval is obtained from Y Y p , or an approved equal, All ftttings_sha11 tings shall conform to ND. DATE a E~ i s i o w s oar. cKD. APP. the En ineer. -concrete. Solid clay brick shall conform to the specifications of the particular type service pipe material. -Each service shall. ha 9 ASTM C-32. Precast reinforced concrete shall conform s ice shall. have a corporation C. GRADING to the specifications top at the mien and all service connecteons and appurtenances sh of ASTh1 C-478, to the approval of the En ineer and or the vat rtenances shall be subject 9 / er system supplying All earth moving shall be completed as indicated on the paving, drainage and All manholes are. to be a r ' w to tight, as required by the utility and as .shown Water service locateons well be marked on the curb with'a durable am supplying the water.. ~E/t./T,4~ .4~,4~'Tr1~t~"rVT P~'D,,IEG'TJ detail sheets. The.Engi~eer shall be notefied of any known sinkhole or on tie plans and also have channeled enverts as shown on the plans. Brick building connections shall conform to the architectura th`a durable paint. All T ~ , / _'7- /'n ~ / ~1 / 1 plans and other unusualnaturalfault development.. manholes shallbe made wa ter tight on the outside walls only, as shown on the govern ng agencies -requirements and the Engineer. ~l plans and specifications, ~ll E L.~/U~l ~Ut~ ~~Q/U ~i~EC.r~I"~~.QT~DIV . yr D. ,DRAINAGE the plans. Precast reinforced concrete manholes are to be made water Irrigateon pipe material shall be PUC and shall conform o: the sa rm to: the same .specifications s a ;r'® . c, 4 The storm drainage system shall be installed as showh on the ions and as ti ht b a coat s of bitumi u m ri p 9 Y nos ate al and other acts table methods at p p her aterial ma be'used sub P as the-main line i e. 0t m ' " $peClfeed. the 1R'Ifli'C of cPrtlnnc Tho manhnloc chall ho rnnc+rur+nri cn +h~+ +he n.~_.:i. Y Ject to he bject to the utility's, PREPARED FO~i:,,r ~ DATE: 9-(jf"8~' APPRD{fED /Y: t ti ~V F , : y . •v~ . iw V 4V u 1 V4. 4VIWbIN4b4V JV 411u4 4 VWner-5 ana tngineer•s written approval. Storm draina9eP pe material shall be of the sizes and material as shown on rim may be adjusted to comply with the different finish grade conditions GVA(WL GUV& L f u. DDES. Water meter size, material and installation shall conform to the plans. The pipe material shall be corrugated' steel, corru aced steel which ma arise. Each manhole shall contain a f the 9 Y 2 oot diameter minimum of the utility, the tans and the Engineer's RN yZ! KAI~cI~FfF tip ` a 4~/CR9o~c/ Form to the requirements FwEU pipe arch, corrugated aluminum-alloy, corrugated aluminum-alloy pipe arch cast iron frame and cover. Ladder rugs or steps are not to be installed p specifications. • Itions. 5'IJ~TE/oi CKD,rC-t~ i 5~ or reinforced concrete. in any manhole. H.PAVING Gt~IQ IL/ lCE ~ JOB NO. /&15 LA. ENGINEER'S REG. No. h ' The trench widths shall be as narrow as possible and bedding shall be well A drop i uni p pe t shall be provided for a sewer line entering a manhole This section shah include the vehicular and pedestrian areas wit in areas within the limits of FLA. LAND SURVEYOR S No. , compacted around and above the haunches as required to stabilize the pipe. at an elevation more than 24 inches above the lowest manhole channel rights--of-way or other areas as shown on the_plans. The areas arc SHEET 'he areas are. to be. graded and (.~.®\/ER/4 AUR 't'E~/EN invert.; constructed as shown on the details plans, and typical sections. Cleanouts shall be constructed as shown on the 'plans. The entire system secti ons. CONSULTING ENGINEERS - LANG SURVEYORS shall be flushed, lamped'and inspected prior to acceptance. 1 1-11113-784-39615 OF i1cOUNTRY VILLA PLAZA 3210 U.S.19 N. CLEARWATER, FLORIDA 3361 t~ /'"YA l/?'/ /I/Y"rlALllt l./ITl?///7T7/!/