The URL can be used to link to this page

FLS2003-03013, FLS2003-03013, PLT2003-00002 i' . ~ SIte data collected from surroundmg propertIes zoned LDR See attached surveys 'Lot# - -Addliess, " L 4, 'S. ~ Lotc '" lFronf'SB ' i'Side'SB ,Rear SB, ; ot4 Ize, ~ /r */?; , 11 1 ) d - '* ~~J' ,~,i~*/ * ~ I ~~-Z T ~ ~ '1'fL j, - *" ~ " , " 4 x" :C'.~' '$" r, ~!Lll- ,yy" , :;j'} 'tf''!' l' ",,:iiwJj-: : '" ~J ~ I I,., II ' , ,W,i~th~ ~dt I~ ",7 /\ f , , 6 Vi'" 1'% , *"t~VtSl1i!!Ij)(j :!<:I'. . 4'!\M'4 ',' 't ' " ,r~7l"\ "i " 'ri: ' ,:[';' " l,rl 4f 0/ '~J;:?? 0 , +e veQ. QSJ Jl, JY!SIOn, , ,,:[ 1 ' ' , i, n, 'T' II',' ~' 1 2662 8350 3020 15 33/10 50 2373 2 2656 3008 10/1013 ? 3 2650 30 996/991 75 4 2644 30 10 02/10 09 1996 5 2638 3539 10 18/12 56 10 6 2632 30 991/996 10 7 2626 30 10+ ? : :W,ynwo,oas)~~ndinI!4S:iiI}di~ision,' ~ 1\, ~ ,., ;, , , ~, , n 8 3336 85 30 10 19 9 3330 32 12/13 95 20+ 10 2611 30 55/30 10 11 2617 95 4024 16 53/16 44 19 12 2623 7283 30 19/20 55 20+ 13 2629 3017 10 2/10+ 20+ . . . . , , . . rtI . J - ---.- i~ . . . . . ~, . . r ~ ,r"/ I . ''', . . . ./ "" t . -' ~ . '''~ '" .. " .- . . . . . * LDR tI (ii) . , f . . i '. . .. . . r " I .1 .. . . .. . . j . . ... . . . . . . I l , \ l \, . . .\ . .. . . \ ~~Jl lMDR . . . Field Visit Map Owner Pappas, George - Velventos West Case FLS2003-030 13 Site 3311 66th Street Property Size (Acres) 188 PIN 17/28/16/00000/330/0300 A tlas Page 1 78A .. , Y~7L"( j;llifl/QSl !)'ljjj /) ( ViS. A PORTION OF SECTION 17, TOWNSHIP 28 SOUTH) RANC CITY OF CLEARWATER, PINELLAS COU1VTY, FLORl LEOAL DESCRIPTION ,- A PARCEl. OF l.NCJ. LYING IN TIE SOUTlt 7/2 OF TIE SOUTHWEST 1/4 OF TIE <"JUTHWEST 7/4 OF TIE SOUTHWEST 1/4 OF SEC TION 17 ro'tIfNSHIP 28 SOUTH, '?ANCE e comrr FLORIDA. LESS TIE SOUTlt IS FEIT TfEREOF BEING AIORE PARTIatARLY OESC/UBEJ) AS FOLLO'rrS: COVtENCE: A T TIE SOUTHWEST CCR!ER OF SUD SECTION T7 RUI NOO'2HO"W ALONG TIE IlE"ST UJE OF SUD SECTION 15.00 FEU TO Tf#: POINT OF 8E:CIf.I'iIVG; I NOO'24 #rW ALONG SUD IlE"ST UJE 40.00 FEET nENCE LEAVING SUD IlE"ST UJE RUI S89'54'54"E:. PARALLEl. TO Afol) 55 FEET NORTH OF TIE SOUTH LIlE Of 294.92 FFET: TIENCE NOO'2f'#rW 278.76 FEET TO TIE SCUT1ERL Y 80tNJARY OF it'l'Mf'OOOS UlDINC.AS RECORDED IN PUo T BOOK 88 PACES J6-J9 OF TIE Pi.8 PI1ELLAS COI.NTY, FLORIDA, T1ENCE: S89'54'2f'F ALONG SUD SCtmERLY 8OtN)A/r( 37286 FEET TO TIE IlE"S7l7il.Y BOINJARY OF comTRYSIOC TRACT 9:J PHASE IN PUo T 800K ~ PACES ~ OF TIE Pl.B..IC RECORDS OF PI1ELLAS COI.NTY, FL0RID.4. T1ENCE: SOO'27'07'F ALONG SAID 'rfCS7l7il. Y BOINJARY SAID BOINJARY , ., AaIE UJE OF SAID SECTION. 318.71 FEET: TIENCE N89"54'54"W, PARALLEl. TO AID 15 F.:cr NORTH OF SUD SOUTH SECTION LPC. 668.00 FEET TO .TIE POINT -- -.. -~- 'I . . CONTAINING l30670.6896 SOFT. OR 2.9998 ACRES /lORE OR LESS. alM' lIIIIM MTA /LJIIJrH r_ ODe ~ - Cf :J5I)() $1'(1]'48' 21. - 2UJ II 21TlffJt' . ~5 suo ST_ - I - \ .., II ""U"'- . a suo ~ :DR lR1t X1II II 21'_ C Of suo ~ :DR lR1t X1II II If'f"" C " suo ~ :DR lR1t XJI S 12'rXnI" C Of suo - f:I'rInr' t :DR , lR1t ' X1II S__C C7 suo fnI127 411 z;:- ftllf S~. CI - :J5I)() -::, .. lUll s~. - .' - , \, .- U1E, _ u "_,, u "_,, U "",..,... U ,!I 1XfH'W C L5 S !SnIIV . U S.J6'~'3I$-E L7, !lrK"'E LI S ItI"U71" " U "_,, U1J " 1XfH'W " LlI " DfJ'?1T11" . UP II :N"Zl'W C 'LD " ""._ C L" II fJfJ'rIJ' C L8 "rn:rw. L. "Of~. LtI " WII'W " L. " fJfJ'rIJ' C L. " fJfJ'rIJ' C UII " Of""- . , LII " Of""- . L22 II 89'5454" w Lt~ 5 46....,'04. E- L24 N 03.~14" W LIS II 39 34'36' W LIS "81'SS4r E LZ1 N.9 54'54" W LI8 $ J6 IS'S6" I! LZ9 N 00.2440. W LJO S 70.~2:?ct. ,r I I I -I - EIllSTlNG INGReSS AI<<l EGRf:55 i EA5EMf:/VT OJ< 5806, PG ". I I ~I t ~. ~I I I UNPl4....TEO Mae JJ 03 ::;, ~ SEcrrON I "'E DlSf/IIICE ~, Co" ,. 0, o ,.~". ...., . &.Uo.oI 'I) '" Q; :> IJJ<! , - , - NOncE - THElfE MAY E~ A;JO,T,ONAL ~STRICTIONS rHAT ARE ,.,or lf€CORDO) SDlI ON ""S :>.AT T"fAT MAY SE F:JVN:J IN THE "'&5_1C R:CO'?OS OF ;VS COUNTY -, " AD C4$' "f fS3I - - - a.>r , - .llU3 $lI.ZI "'" - - - 44/T 4047 973 ~OO ;~~~ " 5000 .5 OS .lOOO 8J9 ~ 'I '9" I ~ ....::1 ,~ - . J . OENOTfS _ t)f"~CTS PLp ~~\~ \" t, .. , ' ~ t 120 I 180 ~---:J11O " "J\'t:t t : ~, ... '1~; \ .. :\~ ~ ""<,,{! , ~\ \....,. '{, WYNWOODS LANDING PB 88. PGS 36-39 . " \ " \ '1f' I 22 23 24 1 7 7 - 43.071 .. 177 .. h; CD E ~ ~ it"" '0 (')1 " II o.,~ ... 1--(;) , ... ()0 I ~Q. ..." :~ I-- \() L.J~ ~ (;)~ >- ~ ~ C) 178 () ~ ,., .. 1200' ~:. \ " ' ,,:>' S ""':lIf. C - :17U6 HU$ ~ "~ ~~ '.... - ! ::0 .!: . '.... .:::-t' ~ F-o- ~~~ ' hi f' ~ - - 52(: 4-1 89'51.,.. " - <I6&DO FLORIDA-POWER R-O-W (1,11,<8-22-01) GEORGE A. ~ II AM) ASSOCIATEs., INCORPORATED !/~ibEN rqJ ,O~ , TOWNSPIP 28 , RANGE 9Yb I t:Js)'o 16 PINELLAS P L 0 ~~T,-, P LAN, TillS IS NOT A BOUNDARY ,SURVEY \..J '"- ~} j ;' t "'''\ I '( ~ I ~ -I ~I "'.....- ...- ~ ~ ~ ~S89'54'5.fL.._ l:! 145 01' l:! I I I 120.01' 25.OU 2500 I ---I 75' ESW T ~ I j-------------------, I I 19.1l :~ oj otlo- }~ Q) &~ I',' I f: 1 ~r! I~ 15 .. t > .~; I I ~ m kj i~h I ._>~ ~ II -I I~ " ~ ...~~ 0 :;j i: ~: I~ ..... g: ~ I~ I 8 l1E 55. 50' t;-U 1411 I :z I - I I _--L___ I IHf nU366 I , ~\n\OOOS Ie\{ :::. I I , \ l:I #..rr.) ~ I I ...xl fE 2173 I l'il:>, > (PPjVAlE ROAD) 25.00' I I.a co ~ , 20.01 I '2W .' , , 8 '!l TIE 55.20' ~ ~ l!! N89'S4'54.W l!! ~ 15 VACAJI]) R(W o.R 7501 PC 124 :f LEGAl DESCRIPTION l' ~ ,."...~.t. ). t' LOT I, VELVENTOS SUBDIVISION. ACCORDING TO TilE PLAT THERrOF AS RlCORDED IN PLAT BOOK 106. PAGE 87. OF Tllf PUIlU C RECORDS OF P I NrLLA~ COUNTY. fLOR IDA FIRM ZONE '!l 145. 01' f Lor~IDI\ I G...ll~ ~ ,GriT - OF - WA I THE ABOVE DESCRIBED PROPERTY APPEARS TO BE IN ZONE X. IN ACCORDANCE WITH THE FIRM I MAP OF THE CITY OF CLEARWATER. FLORIDA. COMMUhlTY PANEL NO 125096-0001-0. MAP REV. AUGUST J9. 1991. CERTifiED TO TONY CICCOTTI GEORGE PAPPAS VELVENTOS CORPORATION "pT- arT_ ~pT"A N -"-" . SlIMY IS SlafCT To A nnr S[AAQl Fl)lIlATl'ERS rE REcall) mEC1IlCi TIE PRCf(RTY IlA5IS rE IUlIIGS NIf. PLAT. UliLSS onoa IIOlID ~ NO lIaJlQl(UlI) IIIPRO\OI)IlS lOCAlID l)l 9QN I(Jl[Ql .OJ NUWBER- 94004 DATE SUR'v{YED N A RE\1~s. aRTflCAlE. TIE ~ ~lID tQ[Qj ore; IIfIT 1If: lINIIUI REWIlDIHlS rE CHAPlER 21 HH-6 fll)l()A AllIlNSlRA n\{ cca: All) TIfIiS' Nt. 110 fNCltOA01llEHlS DWl AS 9iO'Ml tmQj 4~ (l:()lQ: A. I A R(QS1IRED ~;{'Lfl 12512 (NOT VAUO lHISS El.I8OSliD) \liTH S[AL) 8est Copy Available l ... 'L1;':(llI ~oo f,. f' 1..If4J~.... kCL if' - fCUilltl.lt ~ fu- - fCA.HO CI1..... r't1. -it - <<l.fll<l.:r u _Ut\,."t..1 I'd. -1Q.AJt:"'Ll lSU - tl......., C(f( Ct....... tAil I (A...,[Ml... ~ - HAl. Nt) f.tol ,",/'1 - i60tJ-CJ au t~ Pf:>>t'CJtt(~ "- - "ClIo! ':6 CUM: c.. - "L"rrlQJr€ I,U - ClhfRfD ......[A '"'" - CH\RLI -....\ ,""""'... 'l. . - .:Lr.-....,. "0 flUe) i (ll - '.U.J UoOo{ I[ IOUNl.OOT """ t.....v,h r RUUlOoCI' IlIJUOT F(P I ,"",WJtI ~TR\l. PC*l r ~t lJo '^ ...:v., rEM:{ l b - C.hOfil. tlll'U )~T~ P) 1.JNI I.f" a....u..rill(Nf 1M} - I(.'D IIfI\J.,.tdMtJtt (,.,l - I At .. ........i.IIlIt...., )l -.1.111 'Wv(M:lOJLIit =--t -fll.l\l.'t'oJlo.hU.lrr- GEORGE A SHIMP II AND ASSOCIATES, INCORPORATE}) L~ '/0 SUI((~(ORS LAND PLANN::RS I.!tI / ' ILl ,y I 1/ /,1 0 I'IL'v //II'I/UP I'lJ/(J!/I 110.:1' , ,11 1,. -"'J-... f J, . I' .. _,,- ,R lRH I 8 ~ @ 2G.S. \J{6Uf C3t,J V D '5'. r ..L SECTION .l?... TOWNSHIP 28. S. RANGE. ~6 .. E. PlNEf:LAS... - -~- /..-ltI16 OA." t..IN~ ~It.l(::f vi ? eZo"'4'z;l"~ ,~k~u .JJ DooZ,'o,'W --.f:; - i 'OI?T""-l~ ~OO' 1?1Q' /...01 3 COUNTY. FLORIDA ~ '+ J...o1 z. ~ - - -- - :.. .,{\ ~ tJ s:.o 00 .~ :- :J. ~ <! :x ~ 'r ~ '2S B .~ ~ :l\i 8 ~l ~l~-:r IZoOI' .~ 10 100 t:.VfN6 f/A--r/J.. G'JRVE- NO. ~I ~1.I1) - ~D 00' ~~c. -.4r. '!lZ' c~o - ~l ere; c e. -I.o",.n.{w ~~~ IVO Ct. fi'AOI~ - Z'; 00 Afl.C. - 18 ~ C~lI.D - 18 t,,' e 1!> - ? to.!!>l ~.w J.B;AL WDUPrICti wr 2. va'VDrlm SUBDlVISlat. 1taDlDn<<; m 'mE PlAT 11DBF AS RWIWm IN PlAT lUl<_88. PAGES 36 'DIUJ 39. <F 'D~ PUBLIC RWIUfi <F PIlHJAS allaY. FUIUDt\. ,.,2.$ S' ~ t.I e I v4N?aS /) Ii. "# , .2 fJ~fJ cJ,l/ .OUIIDAltr. ,'UltVI r - - IUIWY' . --..rCT'1O A mu XAIICH I'OIt IMrmu ~ IlRClfI) lI'1ttTM .". ~Jr. ..., ~...... ~ ,....AT. La(SS ~ NOTfD ~ NO ~ IlII'lIOIIf.MIM L.OCATID CIIt IHOWN ~ CERllFlED TO GaEGE So LIU.IAN KANAS va~ OC. nit -1'lllM ItQf IICID flOC -I'OMr fI ~ ,. -1'lllM 1tQf".. ,.". - I'OMr fllIRIIIMWI fOI-1'lllM ~ MllMIIEliIT rc - I'OMr fI ~ ,.,., . rI1IIIANDIr ...._ IlIllM.tIIIHT CL - CIJII1IIt.UC --'" ...... ~ .... /I AND AMJQ4~ ~TED LAND .....1lQ1U LAND ~ WI '" ALT. ,. N. $UTE D PAUl *-'" 1Z.QIIW Hal ~ ~... If4)f 1N-Ia8 L8 18.34 (j). ~ o 'II) ..... .:1~ -,-(..1 - :.~~ "'u (tf '< z~ \J~~. r ~ . I 17 COON1Y. nailllA . . TlMNSHIP. 28 . RANGE 16 PINEllAS ...... "'-- , IIYIMI1@O@S UlOOlP)IIOOG [f)18 88, fPGS 36"39 ~~ -" ~ 4{- 1~ j~ "f- ~ , . I ~ t ~ ......r ~ .. --. - L11' NP'54"W s.00'R .J~ . F ...." ...1...... 1~ \ I ; \ '-_-;flE l~ S89'54'24"E 4lO7'R a - -., -~ all\( CI IWIlS- 50.o0'?I ARC>o SlEfR QtlIIl)a 36.7R OIl. l'IlG.- Il2II'5lI'2ll" R -------, I I I I ........1 <3- I /'" "I lj l"l I'" I I ; = ~ ~ \ \---- "''''---1 --.......... "" - --- '" ", .",..- ............. \ / ",'" -- --- ..... / '" ",- -..... ..... / ?(",,, ..... e / / ,/ ~ ~ / // 4 I I "T, IS' UlNG. II II1L CiIl'r ~' I I" ~ !!IO\Ul CiIl'r~' L " ~"f t t ,t.::: ~ ,-.l I' ---.. I I I , I' , , \ , , , ' ,- '\ ,'\ \ '\ \ , \, , ~\ \ \ \ \ \ \, \ . S81'~2tw L1 5&\'55' 4'.... ~C!I'R I j 3Q,OO'R I, , U1Im IHQlESS ", 1 t /I~E-iz~/I' / , ~ IF. \'EL\OOOS IlRIYE (PRIVAlE ROAD) I WRjW . I ~ . '1 I~m CENTRAL PERMITTING CfTY OF CLEARWATER LEGAl DESCRIPTlOII LOT 3. VELVEllTOS SUBDIVISIDI. ACCORDIII6 TO THE PLAT JllEREllF AS RECORDED III PLAT BOOK 106. PAGE 81. OF THE PU8L1t RECORDS OF PINELLAS COUIITY. FlORIDA. FIRM lONE THE ABOVE DESCRIBED PROPERTY APPEARS TO BE II IDlE X. II ACCORDANCE WITH THE FIRM MP OF THE CITY OF CLEARWATER. COItWIlITY PAHEL 110. 125096-0001-0. !tAP REVISED AUGUST 19. 1991. CERTIFIED TO: GEORGE PAPPAS VELVEHTOS CORPORATlDI __t~__ If) ~~ty :if)~1'6 i1 ,- } leu.. ':- I I - H.!."~! :"-.3E:E~C-tC P<<l<->~ ~<<-:. "flUI. ::: r EC"l R G W '? 0 S DE - 10 REAq In ~,~ ,.: f" J"1 RECORD SURVEY SlIMY IS SUl.ECr 10 A 1I1IE 5[ARQI RIlllAlDS (E IElJD AFRClIlO 1IE ~ IIASIS CF IlENlIICS ,., PLAT. \IIISS 0lIIR'Mlt II01ED IIREDl IIllHlJll:RlUl) III'RlMIIlEIllS lIlCAlDl (II _ IIREDl .01 NUIlBER: 960478 DATE SUR RE\SO& ~ .-lU.... ..---.. "-__fill RP-_llIUIfIII IV-_ v-__ 10.-__ ax. - UlI[ aa-_ I:WI- ~ .-.....- l/W- --, fIlI-_"_ 1'1:-__"_ a.-_ ClIIl-__ --- ..-- ~-- ,.-- R:II-____ .. -1IIlIWBf ____ IV'-___ l:lI-___ t&S. - __ UlI[_ PClC - I'ClIII " ClIIIlIIlIIIr a-lI\lI- -IIAT_ --- 1l'P-_FlaDfIII lD1flCAl[. 1IE!Ul\(Y IlEPCIl1BIIDEat SlIISTM1WJ..Y IIIIS 1IE ..... ABAHIIEN1s IF 0W'1ER 61G\7-1 R.IRDA AIIIIIS1RAlM: ~1O~W1 GElIU A. ~ R.IRDA SlIl't('tlR ~12 tUl'tfu....__...__ _ GEORGE .4. SHlJIP n AND ASSOCUTES, INCORPORATED lAND SUfM'fORS WID PWlNCRS .1111 0..5: .aT II K sum JJ P.aI JURIJOIl.,l4IlIJJJ N&U 111i1 m l!!!!J (@ ~ ~ ~... ficp ~ellJ Il=ocg U<<9) r.EC~ ~@. l!!!!JCI!i ~!D C91,g ~@:. 1m: Il=o ~ :3 o U z!~ '\fEVJ5~TO. ..11 28 . . RANCE .1~. PINEllAS WYNWOOOS lANDING P B 88. PCs. 36-39 SIt S89'54'24"[ 17l84'RY - -~- - - - - -- ~~ ~ - - - - - -- -- I!f ~ 1( ~ lUll' COUNTY, Fl(R)A ~~ -.. ~;I- . t ~ I \- I a SIt ftYE o.~ -"'fi!.... M~ fl. ;~ t. .~~- "': - -~~;. ~, .:...- <" ,., ... .,. '" n..w = lUI' ~ i 2 - . 3 / / ;:t I -' .<"~'-~""''' ~~~~~~~~~ I . ~''I'I~~~...rn.'S.'Er~ I rs:"'t' \J ;'~f v_~....Jt,. ~w~ , 'F~~~l'mLct.a.. ~ ~~....,~ J\......,~~~ " A I ~ .. IIJ. LIE (lm77'U1"WJ I ~ I I VEI.'tfNTOS DRI't{ (PRIVAlE ROAD) ~ R/W (A9lHAlT) lEGAL. DESCRIPTIOI LOT 4. mvmos SUBOIYISIDI. ACCORD I 116 TO THE PlAT THEREOf AS RECORDED IN PlAT BOOK - 106. PMiE 87. OF THE PUBliC RECORDS Of PIIIElUS COUIITY. FLORIDA. FIlii Z_ THE ABOVE DESCRIBm PROPERTY APPEARS TO BE III ZDlE X. IN ACCORDAIICE WITH TIt[ FIRM MAP OF THE CITY OF ClEARWATER. CCIII. PAIIEl 110. 125096-0001-0. MAP REVISED AUGUST 19. 1991. CERTIFlm TO: VElVEllOS COtU'ORATIOII BOUNDARY SURVEY .' SIftY IS sear 10 A 1U lIMaI RlIIMT1ERS fF ~ _ ~ ....-JIIY. <. '" "Ms'ClF...,. PlAT. IIUSS 01IIJIE IIJ1ED IDBII. .. '...... IfIIMIIJI1S UlCAD ca _ IDBII. .-lET_1ID M-_ - IP-__IK 1lIP-__1K 1IF-1II'IlIIII V -_ilia IU. - ImIlIII ... - "'XII CIa - cmIIl mrr-~ .. - ... .. _ RII - _ ..._ a/fI- -...-., .. -.....,....._ N-"'''_ PlP-"""'__ I'C - ... " QII'lI ClS - _"ilia Q. - CIIIIIUE us - ...1UIIl __ CXlIl.-ClIIIIIID~ 1'lIC-_"~ 11& - - a- IIIlIIDlIIIIIIIT - - --.; - IW IOIIIIIIIl' 5/1- ... - !IJIIIID __ 1W-_1lalD1K 1II-__lDl/rfID CBlIICA1I!: IE...., IIPClI'ID IIIIIIIlIIISTM1IM1.Y IIE1S lIE .... ~ fF QW'1IIt ~7-f fUJD AIlIIIISlRAtM: u2~=~, I ()lDT v~ DIIaSe 111M !I:AI...) LB 1~ GEORGE A. SHJJIP U AND ~THS, INCORPORATED LAND SUHYfYOPS lAND PlANNEHS #11 us. Atr /9 K srmr 11 PUJI ILUlBQR, ,lQJiIJM .1IG83 P80KI '8~-SnG 'U '8G-/rSG \ }l:"" \ oJ "@~ u'3 -'V6U16tJlO t- ,~ , / FR l/r I "8J4 I I/+,&, '1' 15' IIlNG. . I I I ~. U1l. ESII'T ~ I!~'" of} 5' 5/1 ESII'T -+-t f\ 'b~ - - - - r-rl ~U1lJlY~ PCP-t~ , \, . EGRESS ESII'T ~ I , ~ "'"' SEC1I~' - I'- - - L '" 17 L 'r- ,I, ,. 1t "'" t.. UJl ~~ ~-'I.~~~\'" ~ ~, , , @ -.. - .,4l1r--- - - 4'S.9,,>-, I!!l!I . "~l qfr.,,: I? '''~~'~'-'',r, " I? I t; -~ : ~.. ~ -C', , c:dJ J r-...,.....I}A " @.. "1< " "'f. t~\;t ~ I ' '" - ~ ;" I " _:~-~"} - "I~~lIC JNIlS ORIC. ~~ ~-'~I-.: ~1~ ~~:: ~ ""t";;, r-"'--::; (......~ ->-"" +-. - . I '..:-t "I- II N70'St-22fw..u.21'RU L2 N04'58'54tW:: g)J'R LJ N0819' 45'1 29.05'R ~ , '; 8 ;:. CUIMCt 'g;.- RAIlIUS= 5O.00'R ARC: JT 67'R '; 0lalD= J6.78'RI,t OlD BRG.= S64 49'SI"W RU ~~ 1i: ~;\ - - ~- \ '5 e.' \:J '~.O.l ~ -.... ZO" ,.3 ~ -</ M~ti i'.~LI~' ~J 'L 'SluG SET:JACK PeoL/I?J.6t . mOM. STAEETRuW 30'- SIDE 10 ' R[AR IlJ./ PINELLAS I '1- '4],) T' ('~~ It " .1 ~ - 'rOONDAlI~ . I.IllIST R.DlIl, 11.- 80.60 ,-' "I COUNlY. nOOlDA FDlltr , 18J4 t.. un. ~ 1( ... IL68' ~ ~ ... ~ i 1( 10.18' ~I 0' ~, ~ >~,' ". - p~ ~,ii ~1~3 i2 "'I'J ~!J ~r ~, , "Zc:::IUt/ ~ #0 c:::::- ~ ~~ _ LEGAl DESCRIPTION II r ~'6 LOT s. VELVENlOS SUBDIVISION. ACCORDING TO THE PlAT THEREOF AS RECORDED IN PlAT BOOK 106. PAGE 87. OF THE PUBLIC RECORDS OF PINELlAS coum. FLORIDA. FllUt ZONE THE ABOVE DESCRIBED PROPERTY APPEARS TO BE IN ZONE X. IN ACCORDANCE WITH THE FlRIt MAP OF THE CITY OF CLEARWATER. FLORIDA. COMMUNITY PANEL 110. 125096-0oo1-D. MAP RC:VISED 8-19-91. CERTIFIED TO: ::GEDRGE PAPPAS --' -.::._-"=,, - -- --~ ~C"t_'-'---:~~VELVEIfTOS CORPORATlOJl - - --""t" ~ ~ - l BOUNDARY SURVEY 9JIl\(Y IS !iarCI' 10 A 1l1If :u.RaI flIlllATlERS fE RBDD AFJEC1JC 111: PRlHllIY . BASIS fE II'.WlGS ,. PlAT, lJtESS 01IIJlIIS[ II01Q) IDElIl. /10 lHOlJlCUIIlIII'IllMIIIl1S LOC:AlID CIl ... IOElIl. JOO NU 960357 DA SUR~ RE\1SIONS. aJllf1CAlE. 111: SlIMY RD'anID llREallUlSTNmAa.Y IIE[lS 111: IIIIIUI QIRDIDl1S fE CIW'1ER IlGl7-e flalIlA AtIMSlRAN am. ~ sa:roat 472.CI27, f\L1ln\ STAMES. ~?~~mI2 .-IEI__ ..---- "--_IW RI'-__IW 1V-1lDlIIIlICI[ v-__ ID.-_ 1llC.-1LCIIC ClR-_ IlII'Y - LIlIIIIIJ "-_AIe_ 1/1- --., ....-_fl_ fC-_flCIIIlI a.-_ llII.-_oWA oa.-_ K-_ 5/11-_ f1D-_ R:Il-__~ ..----- PIP-___ W -_UIlRIG cu.-_IIlllIlSlllllClUl; PIIC - _ fI ClMIlItaIIII a-lI1D- -IUT_ --- ""-__PI'( GEORGE A. SHIJIP n AND ASSOCIATES. INCORPORATED lAND SUIiYCYORS LAND PlANNERS .fill u.s..at" 11 K SlI/1'l JJ IIJI., D~DD"D .,....__~ a6A__ RE\lISIOOS ~ ~/ / ~ - - ~ / / I I I I I " I " I~ ___I '\ \ \ \ \ \\ / I \ \""- / \ X,, <eL { --r-- ~~! I ;j ^C0 - --- E~~-lI--""".'1 1;-- ~v_.. If"" -'~y fA ~ 1.J t \I eJvet1'l6 ~ /'" ?- 2(,32 I 1 (- vb 'i? 'Ii'l:' _-~F - --'-~ ~-~- r- < ~ - c: ~~ ~ ! ~ ~ :- ~ 8 @~_' "'... _: ~~ o~ ~ .:: -- -. -j @'1> O~!! <<0>>: @ @. cq;o '!J: 0 .. <N1 :r Om d: ~~ z ~@3 0=: ~ @. lr~c~~ ~~c41 '~!; ~c41 ~ ~~WOOc41 ~~ .n.:)W~.!!. ~(Q]~~AM.!!.~ff1l@~ -I- ~ I <:) t- :;? fit:=:, 'i? 'i? ~,gg rlL- 3.LO,lZ.OOS !,1lS3 ,5 L _ r-~---------------__~ I T ~ I ~ I I I I I = - S\{ . r - MI MUM 'I BUILOIN SETBACK \D' - FrOM- .... STREET ROW 3cJ I SIDE I 0 ' I R6AR ." cq;o ~ ~ . '0 =: ~~~ N: ~ _ ~ ~u~~l$i~ . ..1,,1,7 5~dll g --- I!@ ,.. . .... /: ~ 71 t fi ,or-.I 11Y:lS I " ~ ~it:- - - -~ -.t; - ~- "'_,;>_k"3E. -_~______ -- _ __....... If,- a: '8 .... ~ . !" - -;:'i"~ ----- en co :z: :::i , 1;'2-01/' . ,~ :,. ~':l =-L pr::PMITTING I " ; - 't.-=A..~WATER t la' j ,t " , , I - l ' - , '- J l - , \-.l.- , ::."- cr.:r:-~",- r.:- "if, ':) (,-'.\. (," ",t,-" _ .1 <N1 -- - .... " " " " / / ~~ '~i (01"8 :~ -~ " :r ~--_ . t. N _ ~ ~ PJ"'1i' ----- <~ ~--\.... ; '8 '\ } 'fJ. ~t- t ~ ei t. 3ila I >--~ I ....~ t~ ~ ... r~ ::>>o:lI -- .... ,," ....- " ".. / ",,'" C' / / '6) ~ ttJ€L-VE:>tJTOS DrLe E(-I'::--~"" '~y I~\' ... ..: ~ r ..\... ~ ~ . Ji <I ......"'-r ~ i-;' s- ':Ar~ "10 <1 _~~J.l (l,d ~.LVENrOiiDRI~~': , ---..; .. .,,~ ~ 4). , ( ...../; ,.. l'\ . r,. '-. . "';$\:~-! I, A. HI' 'Z8 LlA{Z.- -- ~ ~ '~ 'b z 'II ) .. ....-t ft-v.-I: \ c1 "....... i- 1..l:;,...:_~".... 4!J. ~ ( , , ~ .-;~~:: it. t" }'1ft. ~i .,'" ~"... .. '7 . . ':." .... r} ':.t< ~'" , .. . ' .... {;r .., .. "'- ~-';:"p., ~ .:';(1t.'f.:# -.t . ", "'I;!" ""r.. ... . ., -- h':,\t "~"'';'-- --=-:- -.. ...--.: \, t';'~ ::~'" ..~~"':-'t.- ;:~ '::'{~~'t.~~~:' l ~ r- -1 r---\ . \0' ':.,P"...... --;----;-il--_ " l~\l~-~~I,," ~,.,.... - ~.~ W r---l ~ I, -"-'~ \ ~ ~ ~:~ .. .,/ ~ \. '1{ ~ I << r - - ...... -=--.J Site Plan 18 20' - --------, cB) ~Q) ~ --0..--12 o cu~ -0 - t.)~;- Q) > w<C . .. ~;:; j.- - - - -- - ,,---- 3~;':;-L-~\~~-~lAME ~ ~ _~'_ ~ , ~~ ;o-~-" Scale I"==, LtOI C~ L~"'~-'" s.-<1....L\ fJ~"'---... Secfl- Twp 7.6 S 11)1 \(0 E .fll/Ct.,-/ - ,,~ {!JoT ,......""'e:o)--~ f rf r . ~ " '- II , tl r~ : y~tJ'WC>OOZ4'46"\.J.J l"Z 5500 .~ '---I 1/12/ (AI"f'553'1 'w .3000 : -0 I .~ -, d) I ~ 0 r tJ I - _ 8..1:>/ S 01=' .!36A!2IN'6S o ,Pt.A/ o ~ ~.~ ~ @~~, -~ , tACT_..; :- :''::~~~ - * L~~:L .. ~~'~ _ ~ 3 ~ r ~ "~....~ -'" - _.~ --" ,::r ~Co 3 / Il G~ 0 - _..~~...~ - , ~: '" 1 'D. 0 , . ~~... Q) M -- - - 1 .:/ Ul ~ 1.0 1,;;.0. I l 'PRo 'Po5E:.D ,) IllLO\ N 2.0-' it tw) ',~ ~ \0 *1 .. ~~ii' () :: ~ "'"'l ~t:J ~ ~,t ~ Q ~ ~ p ~~~' ~ "~O' < ' ~ 0' to.O .~ 1 LoT~)J r c" ," 35.0' " -0 ~ q: ~ p~..&~~~ ill f" ',' ~:3-QJ. 12.- lC\! 8 B tJ :: ,,' 'c, ~ IN? :.. ~ ,:>_~ lq} , _ ~$ <> 1 ~ ""') .. ~ . ~ '" ~ -:n"" rd'l."'<1 30-0 {~i i<.. u,., . '~-" ,~~ IP lOt"" '-"':.'~ ," ,<\ ~ ,..'1f: ':) O ''''.1/ -- t CI) rl. .t~ ~/ t'..(' " , "(i\' . , 4~'''. :n a ~ Ii t : _ ~ v'---- ~.. 0 "!h "'."" J l:lg '"'~ & ~ -: - ~> ~~ hJ 10 \' I ....... ~ "~ -" ,,::. f<r' .~€) <:i ,- " ," ~ o~ Q] ~ \L ~r ~~ :)( "" , '-" ~ ~ \. ~~~~ ~ < " @ i;:~o~!.~ c c \;: -0 I \p 5 e:, 6.':i~ I~"S\' _ ~ \":7 ~'.,~ - ~ ,! , '_ tJr.U< -... It < tf -r..L.- A.f~(PtO-:oI+~~ 1'\~~' ,^ !7-~I. ~OOOZ.44e:' € c= ~.... ,2. " 101 .00' _ . "'~lli..,.. ~."O. '" -J_ _' k );!i.~f 'I ,-, >t ~M "'- D' c.~;'5I4.e,,1 "ZR:I'W, '':~_ 04 \'oC!>" ~i '(''1,;;,''.;1:.1:6- ~ (i' '~JfIi"lit.. 't . "'iJ!' ,)".77 ~ IZ= ~'O:O?, 'f" ,~ 1,' , ~~= e.. · Z. ~~I.e _6 A= ~O~l \&" ": (, I' C=<2. ~O I?- } , ;...J A~ 1'.O'~ \"", -'~'C.O.~O\.4o''Z.~''e C=' I(.".~~~ :' ' . ; I Ct?="~\~.-i~' 4-z.~1..'E' ,~', ': 0" . t L.b..'LE:.. '=:>\-\Ol2.E: " 'II ,*"1; ,~ ~ '{ LA\.JE: <I: ~ )O-\o'6~ ~jJ>o6 aO~ ~~OTe.. FB---':":PG,~ '.1'f;.~_i{-' ~12e..,c;eD t3.ez,8fJ" oEO ~""~Ic..1>;, 'OtJ ~~~~_ LO~~t ~!ii.J~OOO'b LA..UOI"-l<=. ~---AS"'RECoRDED'N1"'Pi!Af7B06rer6-PAGES~-~OF THE PUBLIC RECORDS OF - · ,. PI..:JE=.LLA5 COUNTY , FLORIDA The &ney rep-esenled hereM"{rmeets the requirements of !he MnIrrun Techmcal StaRbds fer ~'~ It, the Stale: d Fb1da per Olopter 21 HH - 6, F A.c. , ,;. , <;.1 o ;k , ~ ('01 '-- LOT . ~ \~ " 2"2.,7' Of\,) _ ~~ 0 .m'''~ 0 o 10 ~ 001- '"1~.OZ DATE lot Swwys 8" f1.-B~ CERTIFIED AS TO SURVEY Drown 8y TI.-In ~ TLY Profeulonal Land Surveyor I 300 D Stat. of Florida r<) :~ g1 s .... c}1"Q) " - I !-JOT PLA HE D SouTH L.I ~ E 01= 7/8 OF W 1/4- OF S/W 1/4- of see 17-2.8-1<0 ...,' en Cb fiJ -~f ~ ........:'_'"le_..::'"" ~ () ri\ O' Al>()ITtOt.JAL fl.Jw l' I'" 11- - 4r-- . R "3 S' DMllJMe - Eo ~ UTILlT~ ESM N -.... - "" -..~? --::. 41t-"'~ r' 'C1 ,> LDI I<=) V Ac:.AIJT :11J '" i1\ t'() l> :2 " },\>:'" ~""" i" 1>tt1 -.t$ , v~ J ~, ~I KING l ENGINE~ ~ASSOCIATES. INC. Enginee~s .' Planners""l. Surveyors LOT to - W 'i 111 b-J,lDD05 ,-^IJ ~I~ll ) ~.88- ~.-.3'" PII.)ELLAS c.o~~T'f, F~lltA dIown bf ~1v1f> CER~D FOR &tJlltu.av ~UIl..V~'I ....-......... by ',"" ~ ""/L-~ / ...."""""'" ;;I..r M , "', 2145 US 19 North Oearwater, Florida 33575 (813) 791-1441 ptOjKt no. Ihm ZO/S-OO/ \ . S LAK.E, CSH L~ i\j c.');'<'vE. DA rA ~u .....ADIVS fjjZ- ~P.L CHOv,v <- BE." P., ~<:) 3~ ,?C D ^ (.A.' LC ZR' '7" 1'7' ? ~ 24 ~J8'"r,8'4'" 6- 3'7 2"1 co 3p.' '..." 18 11 D/ tit> (,')' S n'38 14 'w 3Iv B-, ,"C cr 32 4-l ' :. 7l' ?, 713 S O,"}"6P Z"" L S.:.. ALE I ~o I! x, CertIfIed to Jeffley & Danna Alloway, Independence Tltlc and Barnett Bank of Pl.nellas COllPly SCALE I -:;0 ~ ~I I I i : I 'J LOT 20 " C / I 5" lJi4 LINE OF N 7/8 co: '" V4 OF St_ 1/4 ~ '" 5EL/ I J - 28 I" I I ~ l~ I ~. i ,) ~,' ,~ .CI 1 ( '(iJ Best C5'PY A vauab\e /' / '!,r . UI\.PL.AII t..l..' ll. - ~~ ~ I\J~ ~ I~" '>z." lIv,N& Al~~ e-,," , L E.LLII l., 4~ !l "1 lel<>~1. t>./c n '" :0 -f .,~ ,., .00 < "'.... i~j -lz .,. "r CERTIF 8 o ..... 10 SOCY 24 4~ E I I I ,J II RTIFIED FOR FOUN.pATION , TIE IN $"/7/6'7' ., ~/.v,-<t~ ~ -I KING ENGINEERING ASSOCIATES, INC. .- Engineers 0 Planners 0 Surveyors FLORIDA REGISTERED SURVEYOR NO 2145 us 19 Nor" Clearwater Flortdd 3 J 5 7 5 (813) tql lHl I (:>r 21 vJyrl t)OOD3.....Ar.J.;IINC, kLAI ~r/'/", 88, P6S '='''-3'''i P/I>J[....LMS c...OvIJ r.' r ,-01"'1 ~n by ~t'1B . IhHt c:Ndltd by :: _;.1, CEfITlFIEO FOH pA.Or PL,.A.~ ()!';.L.i 0>A~ 1';L;dA'< - r LORIUA REGISTEHED SURVEYOR ~W Z8~ r prGJIC' no 2C1~)- ~c., ,.Iid book 00 dOf. :; - I:' ::, 7 r ..~@ --.- --:_:-::-=- ---~~~~;tt-9-S ,-.bA1l€ SU01U5--~___ - - -- - 1-/ LCl lLJ Ilflll SHllON ..~ TOil, (If .5., RRNGE ... .E, COUr'IT(, nWU/JI1 F:----::--:.-: I .,,"'jf "'i\r l 1~",4.p.;.. t- ( l4< I ~ A", I f I..... \ , ..:: -~--~ I ~ I 'J ) - - ^r:J I'~:J '---o-~~-L6..:f?c70.n-\\ L~ .?.J.Wi:- '&I~ L-VI ~'''I~.l\~)___ - -\ - ~ \III. I' . -:0[1\ ----\ _-~,"~,\.l',~ "''''C''\I \1,Iro\'h\\V&-\1w. ~I"\ 1111 V",,,'\> I I GI \U~ ,1.1 ~ __ ~ .=-T_~-__:n l.(.~,.!t (~1-.~'/ _ Q. __ --'""C') s.(t --- Oil ~- f\~ .~:~ . l '0: t-!.,'Y ~'L",p '6'1.J ~$P\.~~vr~ ""'\,? 0' ~:7 ; .~ &, . / ,,41. a~\Z -- ry ~~~~~"'f\- '~~,..~,~_ ~'ZI,I\'1- Wilt ~',' ",,' ?? -,' '" I, I., ~ , - " ~-"\' 1- -i ~ ~ ~ ~ .~ < ~ III ~ '- ~ oJ:;$ "V - ~~lii,,- ...~ t \. \ ~~r)! .. ~ \.. - '.- .., i ~ ,..f }{I", ~~ ~ "'" \ .....J. " ' :: ..... ~ ~ ~ .~ , - t'\ \'! 7~' ) \ ~ , J. ~ 0-- 00.\", nwe,,'lulo Pl 1\ I UF I ilL , , ' /"j' y ~ ..... ~~<r.'t 15:' '" ' ~"'>t''f jr~'lj,,~t .... "" (,,~l' ,,,-t..... :t><r~ ~ \ , ~ -kl 1l", \ W''''''''<t~ - "~~_f';~ ~T ~ ~f1\4*" ",~:, ! ~ 't f , jlC~ - , ' ; ~\ I- " " BOUNDARY VEY NOll' JUI~r 1$ sw..tfr1 TD " TInE SDIIfCH ,111I EMf1IENrs RID 1t1fH1S-N-Wlr DI' IfECDRD. - IJHSlS OF IICR1fIN2s'R/tE I'lRr,"""u..css O"EIftIISE NOrED llEIfEOtI. NOTE, NO IHJEIfQU.H1 LOCIIrED O'l SlPtN /IERCCW. ! ~ . , f""" \~ l.ERTflED TO:; DEAN KUNA RAYMOND HOUSING CORP .XlII M.HBE1t, 881262 CU""C1tTf, "....., ~rUl_lJDU /fUr rHE IfINIIUf ffl.1JU11lf~r ~ Of1ff'rtJf 11 ",... nDl"OIIlfD1flNIJrMTlW C~ IHJ 1I1./C 11M MI I.HOfOIfCHfl)I rJ oc.., lIS JHJIM t<<M'DN. J OEOROE R. SlIlW' / / FNJ RSSOC/RTE5, /f.i:ORPORnrEO I fJAI) f;J1R1IJ:YfWC: 101S} PI ~R, ,;@ zz.".,.~~_~~SHblLt:.~~~_ Nl t- ~ t ""0' ;- ~OJd.I1i_J~_AkE ~~~ " ;:- -- "- - I \;;;, "'"_ _ _ r-O \le';'I)" r, I( ... \"1/ r 'e- ~ ~ ~I 1\ (, OdL~- .. ':\'1 - ) /1", L IV C- C:c<s ~ 7Z 83' , " " "",,- \...., Df2.A I t.J A q E: "- E UTllIT( S ESMNT ~ LOT 14- ~.! O..a (J~ ...,'(5 (I) ~J Q)~ flJ- , ' w S. N '" o t'I U1 '. ~t ' ~~ ~~ (;< /1:,.::( ~>>:- ~ J~ifo!- - ..,f...~.. ---- hi HUEIY:canntiHl'T'THlfIUlfYriI 1,'R!PRUINTED HEIIIOII IlEITS"1M18 REQUIREMENTS OF.CHAPTEJI II HH-!I Fl.OItI~"ADMI"ISt.~TIVI~ i~~ if~ , KING ENGINEERING ASSOCIATES. INC. Engineers f. Planners · Surveyors 2'45 U.s. 19 North Cearwater, florida 33575 (813) 791-1441 allNt ,- . -" I I -L i - -1- - I -- r , . 2 G, .et Ul:::6 5HIJ~ I J I - ~- -;-- Eest Copy A vaBlable - r f ! SECTION i 11 . rOWNSl/lP III I I ~ I j L.~(I I O~~ / - ~~ / . \.~~ / ~~~~~ Y ( ~lJ'rt rf ._~o : III -.r- · XIII! "'- (IC I) """f'" S, flANCE 1& E. \.\ltUA$..... COUNTY, nOIl/DA C/lPYc O/lT,tI CJ9 RnD A n<< (NORD . ~ " "- ~ ~ !lJtxJ ~r??'J.5 ~ fH~' 1I11.~~ ?trc I / I . 6'i" 1"\ ,1:.\ ~VJ tvO) : ~w-p {)OS 1'l.o4 h'4' S''''A. f~'- - _ _ ,,/ J/ ~ ~ ~ ~ ~ ~ /7IJ 11 (l7t/Y) I HAL IJUjUU('lIOO LLT 2/1, \1Y,&l.()1l:> l.J\NOItC, :.((1.;. (JHf{; 10 life pur 1Hl.lU.tA' ^S RLCffiDEO W Pu\T IWK 88, PACCS 36-39, or nu' PUIlLlC ItlCOtuS or l'lIICLlJ\5 COUNTY, l1.au~. I . . - 1l1W ZOOl. I --- 111r A1lOVC LlLSUUIl!:.O PROPERTY f\PJ'LAIIS 10 liE IN ZUNL t, IN ^(:COUW-lCE WlTIll1lC flOOO HAP 01' PINI:.I~AS COlItll'V. m+1UlH1'Y I'N-ICL l-() 125139-0086-C,.lI\P IU:VISED JUNe I, 198) l ;::e d ~--- --."'--"'r~~""'.I"(""" r--.------ - ~--l 1Jt. .. 't"T~f~....4 ~ ~ J "J.. 't'..I..., ..s- t 'C . SECTION 17. TOWNSHIP 285. RANGE 16E . PLAN , t"..,"'t_.__ - I . ~ ; 1 l:AS COUNTY,'1 f:r.;OR1DA "l;,.ff' ~~ . 1 Best Copy Available J I 1 , , .~ ' ' ~ j. Il J .1/' :,1 :. U" ~"~1 I r" 1> , ..r .~ ~" \' , f.> - ~t . ~'.i; , ~'t"~:'-1"~ 1-I-h, \~'1~.../;; 1....."- NORTH\"">~"- '. . J . . '-. -.:. - - t 278.80' r ------ I , I b ~ Q: c I I , I I I , I I I ~ ~ ~ :s t:j :s: ASSOCIATION TRACT - RECONAGURED POND -~ ~- ! ~ ~ !~~ ~ C'If~ "~ ! 'Y U'~ ~> /~ ~R' '~ LOT 1 ~/&r 'J \\'\\\)\ I g LOT 3 ~ 138 77' VEL VENTOS SUB J.-.b~ ~ (PLAT BOOK 106, A ~ J~ ;/ 1(/(; t vt ~ f() [C~~W~ rn \ '-- , II I' I I I / I' , ~tltr - 9 2003 I L#J \ . ;, .: ,\ PLANNING & DEVELOPMENT '~"t!;' \\\, ' SERVICES , , ' CITY OF CLEARWATER Ii.~~ .t~~~~ ..; .. JIi _....yl"... "~ ... t : ~r ~ ~ ~ ~ ~ 0) 0() CJ) 0;- I<) ~I ~~ ~~ <..~ ::s~ ~ U) Q~ 000 ~~ ~~ ~ '-=- Map Output ~ - . - - I--- . f--- I-----, . I--- I--- I-- ~ - . - ill - ill ~ . --- -- .. ::to . iI .:'~ ~~ :" ~ . ~ ~ ~ ~- . - .,..!.. ~ .. . : l ~ ~ -'-- ~ ,...!... . ~ . . ..!... ~ . . .~ '''.. . ~ . -. ....!.. . lit . . - I-:- -~ . . . ,...!.. ...!... . . . . .. . . . . . .... . . . . . . . . lit -, -1.1 /' " . . " " .. . . . - . . . J J..I · . ,. lit . Page 1 of 1 \ . ill 7 iI . ./ . .. . . . . ill . . . . . . . . . . . .. . . . .. - lit ;;'1. .1. ~ . - . .. 1.1.ltl.\~41~~" .1~,,1.I . . . e--- . . . . . . . - . . . - ,. .. " . . .~ . .-j- .T . ,. . ill lit " . . . . , J .. .. . II - -1 H " .11 : ~dt. . ~. '. ~ 1It~ . _'- ., I. . -::-: ~ -=- .~ ,..!- r--c- u .....!.. - .. 7. . It .. . .I.J.I. · .. .I.... -1-. ... · ..1........... · 1l.1"."I~.1 .l~....",.- . .. . . .. .... . ....... .~ ... .. . . . . . . . - . . . . .. . . . . . ... ....., .. . ~ . . ~ .. . . lit . . . lit " - . . r-- . . t-- ~. . . t---- .. . '-- . . . . . . . .. . . . . . . . . . . . . . /'. 1.1. - '" IF. ,. . - '" ., if http IlcltyglS clearwater-fl com/servlet/com esn esnmap Esnmap?SerVlceName=OVMap& . ., .. .. m . .. Ii it] liii " - n I 3/2712003 . 3311 66111 Street Ve1ventos Dnve 66th Street . 1 . . 66th Street EKlstmg Penmeter Landscapmg 3311 66th Street North End 2 . . 3311 66lh Street Lookmg South at Pond 3311 66lh Street Lookmg South at Pond 3311 66lh Street Lookmg East 3 R3 108 108 R3 R3 R3 R3 R3 R3 R3 R3 R3 R3 108 I "R R3 ~ ZB 501 ~- N R3 108 108 ~ 50 co ~ .j>. GJ 108 R3 N L() co 108 R3 ()) o R3 ()) o R3 8 ()) o R3 ()) o R3 ;:;; ()) o R3 ()) o ----~~~~~~ Rf< LF ;;::::=~ R3 ~ JJ---~R3--~ 0) o ()) o (J) o ~~ i~ r ~f R3 ()) o ()) o R3 R3 0) o R3 ()) o R3 R3 0) {}l (J) o co {}l R3 co {}l R3 50 108 108 L~ r I H AVe N :0':3 I 75: I I I R~ I I ! \ -... .f \ \ , ...../.~I''i V "'tR'6' ~'li-:"1i"" .';t'l{ r~ ~~",,:>~' Il<,_~~::::.o-;~ (j,l /'~ " <"il l>J f ~ r, o RB :- ""\ ~ " r ,I -> N RB " ) , ~ ~ " " ns GJ " .j>. {}l co I \ 3282 I . J~~ R3 ~ 5~l>{}l ,~ - co -..J GJ R3 ~ N 1096 co ()) 108 50 108 R3 1093 R3 OJ eo co ()) co (J) .j>. co -..J N 109 0) o R3 R3 g 1087 ()) o R3 R3 ~ 1085 ~ R3 ~~~--~-R' R3 (J) 10830 R3 0) o ()) o C ~--~-R3_~)) 1 08 R3 ~ ~_ t-~~~R3..---- 107 3 R3 ()) :110 0 j ~~--R3--- ...~ - ~ 1075 R3 ()) o R3 1073 R3 co o co {}l R3 107 1 R3 50 95 60 R3 R3 t I...! " ~6 F~ t ~ N eo N ~6 " N GJ .p.. ~ N ()) \ I 5366 ~nellas Web Generallnqu'ry 1- ,'...;< _ 221 9 'Y:~1 @O~,? 1 1 2 1 9 co m.-.1R3: !- _' J R3 ()) C 0 R3 c;~",_ "j~ 121 0 (j?~ _,,"<~/~-' K 0 )) ...[1\\" /! -- '::"'n _ 1~ R3 ~ ...I r '=" -" RS . q~~-R~--- 0 ' J , ~)U1 <;.,~:;:,1:' - J 120 J -: "'-'1 @{):!'- \ R3 co __ " :FOt'!: v--' ;' 0 :;:::;;--;;--~-- --:1'~ ~ j ---T18rS)~-- o .~ N' co \tl -~~~~E3.~~__Q I 117(S) '? ' ~ _ -.:;0 ~___~~__~_~ I ~3 gjf) (( 0 )) - 0) -~R3-~~0i ~ {}l \ 95 9 ^J <.0 ).:;; 1-:. 1 '"'\~( , ~~ ~:'J~, Yi;,"ii.:; ->~3 33 9 60 -\ 6t~R31f~ ~~ IN ~~ I\.);;.,<f..\ ~..:>.'} N '" -). o , <>-'.< ,,' -~ . i ~ V, R3 oR3 90 1j 1 25 -iii -'b, 50...1 JI'J -I Z R3 ~ ~ ~':R3_ " _ ':' R3 I ~ - ' : R3 ~ G 1,\~; ..,- ..- J I . , 1.(39 9 1 70 L~ts I H AVr= N 100 50 100 g R3 .j>. "" {> ....~ i25 '.- ". 'RS'- .~ N " ... Js....~t f'~'\..- ~ ~ ;wf:~-~ ~ ~ - 2262 R3 2248 ()) R3 o {OR3 I eo 01..-......4-_i~ \ ___R3-______~ ...~ .,,....l,....~i ., ~""';-\^ 223(5) 0) R3 {}l 8 R3 !-~ ... 11:,.'--:"1.- \.ci ~~:: }%~t o~,1I;'R~'ii-,.;'- R3 0) o (J) o 100 0) R3 o .' , co U1 85 \'1 f! 1 ; , N OJ , Rf;~ _ , {'. ~ , N eo \ , I ~J.: ~j;s v,''''' " " GJ eN i .j>. ~ o N t .j>. .j>. R@;; U1 R6 R6 i R6 T t I I "-<.:\'/< ~ " N "-l .fi6 GJ " GJ o .j>. .j>. ~ ~ o 0 GJ .j>. lW I,:., << l,RB'l GJ \ - \ \ 23~ 1295 4 /34 I : R3 R3 R3 R3 , I :~ 68- - 60 60 60 L~ts H A VI:: I' 50 1158 1158 eo eo R3 eo tv .j>. R3 ill GJ G.J U1 "-l o "-l o R3 R3 "-l o ()) o R3 R3 eo o i c ~ R3 R3 C3 C ;::i ~~~-~----.~ ~~-~~~---_.- - ~ 'JtL~-~~-_- ~ 11~-~~~--~- --{ -MI1 :;; pg___~23___~~~ ~=-R3----~ iZ >- I m R3 :::r::: C1..__.~_~__~ _~~_________ ~ R3 OJ :> o ()) R3 I: Q---~-~-~-~~ - R3 ~~ R3 OJ R3 {}l 115 8 115 8 50 0) L~ rH A V'c. I-J u 60 60 60 R3 R3 R3 .j>. .j>. ~6 m .j>. .j>. ~ --.j GJ ..,. ita .j>. .j>. ID> o , " - , .p.. ~ o OJ d6 ~ ~{ eo .j>. ~ N I I 60 I I R3 R3 R3 ~~ 60 60 ~ :90 ~!~tll t- A VI::: \J 60 60 60 60 ~9~ IRAVE N I : R3 I I : 90 R3 R3 R3 R3 60 50 \ 1158 1158 1158 1158 5J eo o R3 0 d; OJ <D ~-~~-----~:::-!. L() R3 L() ()) R3 eo ()) ()) <D U1 eo R3 '::j -..J ()) Q. R3 R3 0) o R3 0) o ---.R:i---8 ()) R3 Q.--~~~~~--- R3 (J) o ()) o R3 h~~~R3..~~_m o R3 0) o co R3 o --~~~~~~~~~-~ ---~~~~---co o ~ R3 R3 ()) o OJ ~::::-.. e--~~R3~~~ 1>> R3 (J) o QL~~R3. _ ~ o ~~ R3 ~~ ~ k-"nm----;;-.~ ~ 1', ~-~---.~~~~~ -~~---------~ r- ~i:n R3 R3~:: - Q .t. - ~~ - ... ~ R3 R3 ~ OJ R3 {}l R3 (J) o (J) R3 o R3 ()) o 0) R3 o R3 0) o co R3 {}l R3 OJ U1 ~ R3 R3 co U1 1158 1158 ~9rIHAVcN 50 115 8 115 8 L~r I H AV'c. N 60 60 60 60 60 ~o R~~3 60 60 60 60 R3 R3 R3 R3 R3 R3 R3 R3 ; l r--. 1'\ ~ .j>. .j>. M -> - .p.. .j>.'.p.. N .j>., .j>. .j>. - ~B N ~- jtB ~ ~ ~', D; . HIGHu~NO Jr\CRE~ DR ~ r .j>. .j>. R6 N co .j>. , " - ) ..( ",{ .j>. ~ .j>. R6 N -> -> .p.. ~ tv eo ~lU~ eo -> \ I I .j>. .j>. R6 N GJ .j>. -l>R6 " N -..J M " .j>. ~6 N .j>. U1 0) \ \ I I . R3 R3 R3 R3 60 60 60 87 9 ~9tl -H AVE NO) o 50 1158 1158 eo co R3 eo eo R3 ~ eo -..J R3 {}l R3 C3 0) R3 R3 ~ ~~~~~-~-~--~ ~~~~~~------~ R3 ()) co ,,'> 0 O1-~-~UL~~~~~ ~~~~-~------~- R3 8 ----~~~-~~~ ~ ~_t--~--~~-~~ ~ R3 ( I\\j)- R3 ()) 0-W~ ~~ ~_o ~ R3 R3 ~ R3 ()) o ::'~----R~~~~~ ~~--~~------- o o R3 0) o ~ R3 R3 -..J (Jl 50 1 1 5 8 1 1 5 8 ~971 HAV'c. N()) o 60 60 60 80 R3 R3 R3 -> R3 , I .j>. .j>. ~ .j>. ..,. ~ N 44/39 .j>. .j>. t? ()) .j>. .j>. ffl; {}l R6 44/38 '" 'J ~~ I r , '- I <""~,\. 1. ~ VJ o .j>. ~ GJ GJ R6 44/40 .p.. ~ GJ "-l .j>. ~B GJ .j>. I I 60 I 71 6 -> -> o o 33 30 57 6 0) -I I R~ (J) '-I Z I;f -\ VJ u (jJ 1368 268 - 30 L() ~(jJ J:L() U(jJ 2L() (jJ (jJ L() 110~ {}l \ ~ ..... ~ r- o~ L{) (jJ 1167 120~ U1 128(S) o ill 138(5) '2. 460 --- Lfl --./ 1 30 7 co ()) 450ill co L() (jJ 1265 co 130 {}l tv 126 1 OJ 440 m 125 Ceo ~(jJ iT 4~ c ~eo r(jJ Z 430 420 410 125 1325 ~ 140 ~ 1349 150 ~ 135 160 ~ 170 ~ L() co 180 L() (jJ --- ~ eo 60 ~ ~ 190 ;;, ... ...1,2~0L 120 8 ~LAK - vnU,",1 135 "<t L{) ~ v 200 0) ~ " 1 \ ^ ' ,If'""'" ' ",^' ( \ ...t ~ ).... 'I. i ) ~~,:' ,~l:l, >.R6-!,^_ 'R6 'R6, _ RtY, .,R6,:"-:-~IR6 ',',f>o - '~ <.p.. . -I'> - ',.t<> , ..,. f'~ ->' f'::. - I VI ~ . \..,J 0 _Vl\>,., If '::;' - ",,' ~ ~ N N N N G.JDt-..J 0 -> .j>. {}l R6 n,B R6 R6 R6 RB R6 {[ "HI( HLJ NO ~C'RES DR " I~ 108 106 7 I/~O I N 100 - ;? ':j ( I H A \I E t R3 ~ " 60 :0 60 2536 ~Q9 R3 R~,__ R3 ::::R3 ~ R3 o -\ 1813 400 '109 'I 95 eo L() 210 ~ 1945 " ... .... i - ~ W i"-C) co4 eo~ - ~ 4 0::: r 0 , 22 f--- 22 o , '/r-I' Ir-" ,,) .......... I ov J.::L. V L.I'II l-OVU,", '<t L() N A Overlo.p filter I'Io.teI"I0.1,\18' ~ 24' ~~ o.CI"OSS top of o.ggrego. . 0 .::/. U 1 .l.l & \Vo.tles ::~ z ~ t :i III . "'\0 WI iN > Perll'leter of o.ggl"egvte (oon 00 1 0:0000 ~ to be fully wro.pped with 0 .. 0 000 0 ?~ Non Degro.dlng F'lloel"ous 0 00 12' ot;. 0 rllter Type Mo.tel"lo.l 000 0 00000 Directed by Englneel", _ "'. · 00 0 0 0 . . c 000 · 0 · H...." 140 N or .....~d .q..... ,8::"'~~~ ~ ~~.~o ~ ~""";..o....! ~ 0 0.0T:' 00.... Undel"dl"o.ln pipe sho.ll be 6' I'Iln. .At\I\'o 000; 16'oO.;"~ dlo.l'leter PVC with perfol"o.tl ~~~ down - See Technica.l Speclflco.tlons -, <: for deto.lls, F'1l tltl" Aggl"ego. te for Undltrdro.lns 0.11 Consist of lt6 rDOT Aggl"ego.te. The Aggrego.te I'Io.y be Stone, Slo.g or Crushed Gl"o. vel. TYPICAL SECTION Agg,..go:t. F'I",.,. .6 rOOT - S.c",lon 901,14 1 In, 3/4 In. 1/2 In. 3/8 In, No, 4 Solid pipe (w/o perfol"o.tlons) Is to bit used under drlvlts o.nd I"oo.dwo.ys with COl'lpo.cted Ioo.ckflll, 100 90",010020",0550",015 O",oll CITY Dr CLEARIJATER, rLOR1DA 3 04196 Cho.nOlt not. T.c..J. EENGINEERING DEPAStRTMENT e 111911 Cho.ngo not. T.c..J. ," UNDERDRAIN I. u__ ~TAIL 1 9114 Location Ch.......c..J. RA~K IV' URR L _. - - ....., lar3 stabUIz. Out.-moot Bank \Wth SedIment Trop"""\. Sod or oth.. Sultabl. Matwlal ""'\ /\. V" r... /" /\ -=--- \. '........,'..........".., \J ~~;:::::::::::::.::>~,7 ~ ........,~'.........,........"..':...."..,......" ",............" L ":::::::::::~:{:{{:~:~:~:~::::::;:\t#~f::h::~:::~:~siB)I~:~:~:~:~:~:~~r~r -E -, --= -r ? """"."""." '-'.'~""'"'''''''''''''''''''''''' -' - -- t':":':':":":t:':t:':":":':I:"''':,~:':':':':":":I:':I:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:':.:':.:.:': .... ..::::::::::::::::~:...:;:::::::::::::::::::::::::::::::':':':':':':':::::::::::::::::::::::::::::::::::' c::;:;:::. ~= ~ ",..".,,,,,,,.,,,..,,..,,,,,,,,,,..........,':':":".,..,,, ~ ~ ~ Ll.~:::::::::.:':.:.:.:.:':':.:.:':':.:':':.:.:':::c ~ -- ~ :.L'r'........f!;,....~' ~ -1(" \/ \/ PLAN VIEW ~ 1. Single row of Strawbales or Slit Fence to be ploced prIor to the start of rough grading. 80100 butted tightly together 2. MAlNlENANCE: All erosIon and slltratlon control devices shall be checked regularly, especially after each raInfall and will be cleaned out and/or repaired as required. ~ _ ~ LAKE ---- ~- Wat.. Lowl During Storm ~ Bol" of Straw stokod Down e'Mln. 12' DwrlIow Pip. ADJACENT HOME ~ - --=- ~ T L Splarlll Pod ondlor StobUlzotlon Roqulrod If PIpe Emptloo Into oth.. thon Body of Water. Sediment Trap 2' Min. Earth B.-m Mrn. 2: 1 Slide Slope stabUlzed Slop. CROSS SECTION D. M1E .....,. CITY OF CLEARIJATER. rLDRIDA ENGINEER~ING DEPARTMENT -.:"ll"'L - larl :1': Buldlng Block Laid " From throot Roll of 12 1/2" Gua~ Welded F..oo, 2"'1.2" MHh, e'-10" Dramot.. FIlI.d WIth 3" Ston.. -~ y ~.~ . Pol ," ~;;;M~ ... . ~L:lJi' ''::,)/':l'I~Ij)>'' ~ ..~ Spac.. 810ck NOlES: 1. Flberous flller material In front of block prevents gravel from washing Into structure, 2. 2"K4" Behind block and acro.. throat helps keep block In place. Place In outer hole of spacer block. 3. Bal.. of hay and sod, sImilarly placed, may also be used. fiwlOU. FIll.. Matorlal BuDding Block or DrDlod 2""" . /'" 2'.4" nmbor SUI .............. Y'.lJ" Spa_ Block .JZT Growl FIll.. 2'.3" PorlorTod _.... - CITY DF' CLEARlJATER, FLORIDA ~ -~Iarl l' o:t All Drives - l' Drop o.t All Drives .- 3/4'R D-~ I. · V / '1+'::'1\0' .:~:., ",:, ':: ;.:::1,: i4: C1\ ~:::!::::::::.:.' ::~::::::::::::: . '/ / /.~ :4:::::~:::;., \D.:::::~:::4::::"<: ,... Bo.se ~,' 6',' ': ',":~~;", ::':"::. :,~~~':::":. " , _~.~, ; , " " , .',' COl'lpo.ctecl ~l?~W~~W~X~'- '~7~~~ rlJeo.rlng Surfo.ce . ..,. '<: .t4~ r lJeo.rlng <"'''tL~ !tf!!f:!fff~::::::;':I~'" ~ V Surfo.ce >}j. .' ' . ..:.":'.:~::::~!!!:;:1::!:. ~ .(~, ' '. . ,'. . .,:~: Bo.se ,-"I '6' .',.' 1S' .' , ~~' ,', " . : ' /~ : : : : c~ripo.~t~d. Su~gro.cI~: . " : : " X~ . , . , ' , , ,'~'~~~~~~,i~ //,,/,,/'( /i~ MODIFIED CURB NOTES I 1, THERE SHALL BE A 112' SEAL JOINT BETIJEEN BACK OF' CURB AND DRIVEIJAY, 2, CONCRETE IN CURBS SHALL BE 3000 PSI, . 'It "- .... VALLEY GUTTER CURB 5' l' ~ ~1-1/2'R #3 Bo.r ""-, I I Cont. (~: : : : : :~ rlJeo.rlng ~ ~:::~: ~ SUl"fo.ce ~,::~:" /~~'Y~: : .~ I:~: x x x x x x x x I.(-r. I ~ 6' I ~ I Bo.se l)$. ~-r. . ,')$. , ,Col'lpo.ctecl Sulog!"o.cle. . . ~~. ", PIN / DO~ELLED CURB r 1-3/4'R 9' 9' 3/4'~ V - IJeo.rlng / '~ ~ '-Surfo.ce % :~'?:::~ T I = ~f:~:!!~!!!~::':;.~::i!" ').'>' ~ !(!!H!!:~!f.~~{:ft~7: ~I Bo.se '" ~, ~'~l~~o.~~~d'~~b~~~cle MEDIAN CURB #3 Bo.r, 10' Long, 36' D,C. CITY OF' CLEAR\(ATER, F'LORIDA ENGINEERING DEPARTMENT :""'IIW: .. mI :Q;, ~~=~~L CURB NlL - :!!L. e~e _. .n: - 91 GALEN JAY HOFMANN J p, E, 8620 AIR~ A Y BLVD, NE~ PORT RICHEY J FLORIDA PHONE, 727-844-7686 34654 NO. OPTIONAL POST ~ -20:t: ~~ ~ PRINCIPAL POST POSITION (CANTED 20' TOWARD flOW) ....... u~ NOlE: TURN ENDS OF FENCE UPHILL ELEVATION 6' MAX. FILlER rA8RIC (IN CONFORMANCE WllH SEC. 985 FOOT SPEC.) ~ ~.c - N::I 15 / 1 ( ----=:r CITY OF' CLEAR....ATER. rLllRlDA ENGINEERING DEPARTMENT ... ::;-;~SIL ~ \ I ( n~OUNn llN!" i'l ~.c ~ ...::1 t SECTION _. - - 2"x1" Sto_ 2' In the ground BArFLE BOTTOM EL.- 76.50' ~ Q.. WIre 11e -- .....::lI'!! .~~,. - .-.. .il'tJl;iC:4.:.lr" ~,--Y ~ wo'~~ ~~ ~ ~ 'i~~t~~~~~ ~~~~ ~ ~ ~""'~ ~ ~ ~ ~ ~ ~~ ~ ~--- ) / or strowbaleo (optional) ~ STRA WBALE SILT BARRIER PROPOSED FOOTPRINT Or HOME ADJACENT HOME ~ ~~ ~ (SlIt Stop ~ ~ ,,, ~ Poat",- .."J _..,. ~ ~ ~ ~ ~ 800kflll ~ -- - ~-1 ~~: . ~~~.~~ ~ ~-- . ..';"!tb~joI.",~.?t'iI~~lii.r..~iVt'1'j,o~'r~;" .. "~"'t "fttl'l" PREASSEMBLEO SILT FENCE L NatlYo SoIl ~ROPERlY LINE Evenly opNOd atraw ~~ full wldlh of R/'!I (uoually 111 feit) CURB II GUTTER ,.r- CllY STREET ~ RECOMMENDED TOE-IN 1lCV. .'IE IIaCRII'TIlIl ~L~lIgr \(b~~~R~~_~f~fs~~~~f8~ ",NuINEEldNG --~ lIT SINGl!" F'AUll V WOUI" e:'~ ~IY ~~IG ",.. ~IT BA~ larl Max Slop. 1: 1 I' Bolow throat Min. -r- ::J il- BOIOW lJlroCIt Max , I C10an Out .... SodIm..t Ie ," BoIow throot. - 10' Min. L"r-..... ...... _. In.ort 11. \Wth wrr. Scr_ And GrovoI Flit... I , CROSS SECTION I- o ...., CIrouIor Shap. 10 Not EoMntlal - Vory Shape To Fit DroInClll. ANa And TOl1'OIn. Ob_ To ClIock Trap Efflcloricy And Modify ,... N~ To lnlll,. Satlofoctcry Tropplng Of Sodlmont. -' ~ I PLAN VIEW CITY OF' CLEARIJATER. FLORIDA ENGINE~ERING DEPARTMENT ~"l. -.. ""1 larl _. - - STREET SPECIFICA TIONSI 1. 6' SUBGRADE COMPACTION TO 98 I. MAXIMUM DENSITY UNDER A,A,S,H,T,O'J T-180 'w'ITH MINIMUM FBV=75 DR LBR=40, ... ,,"1"\"1 . ....;.. - .....I I I :i!...f... ':.t I ; I . ... A 1 ....., __ 1.--' '10 ---" -- ~ I::l !!2. In ~ --,--, . a-I ; B · ~I 4'-5. 3'-1. ~ " A I G~EV.-79.00' ~ EXIST. 15" R.C.P. INV- 75.76' ELEV.- 75.00' BArFlE BOTTOM EL.- 76.50' NOTES: 1. SEE F.D.O.T. INDEX NO. 232 FOR: ~AD~~J.P~EC1w:ctTKIWsNFORCEMENT 2. SEE F.D.O.T. INDEX NO. 201 FOR: EYE BOLT AND CHAIN FOR LOCKING GRAlE TO INLET lADDER BARS AND ADDmoNAL SPECIFlCAnoNS 2'-113/18 " I . ~ .. ..,. I . "- STEEL GRATE II 5'-5" 4'-5 I I It '''' . tt II.. I 6' f""':.~ .. . . .: ~ IS: , ~ - B · PLAN 4'-5" ~ q r4 ; II I" ; 1 I.., ./ l~" DIA. ORFlCE , , INV." 76.20' f . 4 cJ~/ , I ~ WEIR- 13" i i WEIR ~L.. 77.03' " . 'I ir'l, ii '-,-,.., , i~ j 1 . d it \ ' . t ~l ~ . :' ~ ~ I '" '.. . I, '.\0'\ 1 I , " I 1 , 3'-'. \,', ,. * ~ WEIR EL.-77.03' W , .- , ; SECTION A-A , ~ \ 1 , , , I I 1 ; \ I ELEV.- 75.00' .. , SECTION B-B CONTROL STRUCTURE-PROPOSED SURFACE WATER BODY SW [F.D.O.T. INDEX NO. 232 ] TYPE "0" 2, 8' CRUSHED CONC, BASE 'w'ITH MINIMUM LBR=lOOi, 3, ASPHALT TO BE 2,0' OF COMPACTED TO 98 I. MAXIMUM DENSITY UNDER A,A,S.H.T,O'J T-180 POND A - CONTROL STRUCTURE MODIFICATIONS S-l ----,-. 24H----r---- I I L____.J 76,20' ~ \_;- DATE EL=77,78' WEIR EL= 77,26' \0 ~" I" '"' . _:- ,......I . ... iI' I ....:..:. ' . A I 1;' f- - -- ~ q . ~ 1'1 . " f.. --;~ I." ~ SAFflE BOTTOM EL.- 77.16' vr ~ Q.. I::l !!2. In ~ '-;;r ; "," CONSTRUCT 0.68' Dlo., ORFICE @ EL = 76.20' B ~ ~ ,'_e- 3'-'. ,."., I'."....' ""'.~' . . ~ fo.:: i , l '..t' H' "t"...... "'.~' , I' ..' oW ,\.' B -:- I PLAN 4'-5" 3'-1- \,' r 1 t WEIR EL,- 78.01' '.J '(5' SECTION A-A REMOVE UNDER DRAIN CONNECTION AND PATCH HOLE DRA\(N BY I DESIGNED BY I APPROVED BY I DATE I ~~_OJ ~ ~ , , I , , , " , ,l ~ NOTES: POND SIDE SLOPES TO BE SODDED TOB= 79.00' '.':1':".......... LITTORAL SHELF .\t:~:t~{{: I.,:::;;;;~~~II~~: 4/1 .:-:.:-:-:-:.:-: .............. .:::~:~:~:~:~ ':::::;::: ...... " TaB S.H.W. = 76.20' ::':':::::':':'-1' ,:, =~ SHm ~.. GRADE CHANGE (EL - 74.0') 2/1 2/1 BOTTOM (EL= 68.0') I... .1 BOT TOM VARIES PROPOSED SURFACE WATER BODY B-B POND SIDE SLOPES TO BE SODDED TOB= 79.2' \tiit:r:::;:::::: LITTORAL SHELF 4/ Y',:; ~::~;~;l;:ll!lilil!I!! .::=:::::=;:::; \~~~:III' TaB S.H.W. = 77.26' ..............:~~~1 ~~~:~~i:ii~~qj. LITTORAL SHELF 114/1 " GRADE CHANGE (EL= 75.0') 2/1 2/1 BOTTOM (EL- 73.0') 1 ... .. I BOTTOM V ARIES PROPOSED ON-SITE POND #1 A-A NOTE: S~ALES SHALL BE PROVIDED ~ITH PERMANENT EROSION PROTECTION, SUCH PROTECTION MA Y BE TURF J USING AN APPROVED TYPE GRASS, THE S~ALES SHALL BE SODDED A LATERAL DIST ANCE EXTENDING FROM ~ITHIN ON FOOT OF THE TOP OF THE S~ALE BACKSLOPE, 1. SEE F.D.D.T. INDEX NO. 232 FOR: STm GRAlE SPECS.,STm REINFORCEMENT AND ADDmONAL SPEClFlCAnDNS 2. SEE r.D.D.T. INDEX NO. 201 FOR: EYE BOLT AND CHAIN FOR LOCKING llRAlE TO INLET lADDER BARS AND ADDlTIONAL SPECIFlCAnoNS 2'-11 J/18 " 1 . ~. . ~ 't . > .s' A 1 - STEEL GRATE GRATE ELEV.-79.20' II 5'-5" 4'-5 ~ \ ~IR- 15" \ i 1.06" Dla. ORIFICE- W~IR F'I _ 7R.n1' " . ""'""( ) ---I I BAFFLE BOTTOM EL.- 77.50' \, "-~ ' ,I H ,I, ,,' -I I' d it \ . . t ~I ~ ~! : I h '.. " ,-".. II II'" II 1 } i. \ ELEV.- 72.50' , SECTION B-B CONTROL STRUCTURE-POND 1 [F.D.O.T. INDEX NO. 232 ] TYPE "0" VELVENTOS WEST 3311 66th CLEARWATER, ~HERE SIDE YARD S~ALES AND OTHER S~ALES ARE REQUIREDJ SIDE SLOPES SHALL NOT BE STEEPER THAN FIVE TO ONE, VERTICAL RISE FROM HIGH POINT OF S~ALE TO LO~EST FLOOR LEVEL S HALL NOT BE LESS THAN EIGHT INCHES, I I I 8' I ~l - EL- 77.26' SWALE [TYPICAL] , ,'-"I 1 ~ , l I 1 , ~ \ 1 , I I I l NOTE : SOD TO BE PLACED ON BERM AND FROM T.O.B. TO TOP Or LA TTORIAL ZONE NOTE : SOO TO BE PLACED ON SWALE BERM, SIDE SLOPES, AND BOTTOM I \ I . " I ELEV.- 72.50' t ) -1- - - -1- -~- L~ ORFICE DETAIL 2" PVC CAP WI DRILLED ORFICE SUBDIVISION St" N" FL 33761 LOT ALL GRADING TYPE II All DRAINAGE TO STREET PRO R r~C7"1~ ~AR SI..OP t I,u --- ~ g f:J c::/ ___..J I ~I Q:' Go? oq: !fl --- Q:'/ is --- Q:' ~ ~lt ,--~ C~ -- WIT ~I- \ l?~ --- a. ~ - J..- I SID L.:. 4J ~ ~ ~ SLOP4~ f# ~r01MA J...,:. SID~ Sw ~ J "" AL~ (1'1 I IN, 6' D - I. ~~P ) ~ ~ ~ REAR LOT LINE 11. MIN, ~1. MIN, I I \"FINISHED FLOOR 141. MAX, \ (PAD EL. + 0,67') . ,......1.. PAD ELEVATION I ~ STREET R/VI I ......- 11. STREEt SVI ALE 11. MIN, J PAD ELEVATIONS (ON PLANS) J:::;:::: 21. MIN, 141. MAX, TYPE TO BOTH STREET LOT LINE LOT GRADING DRAINAGE AND REAR 1/ B // 'JJ 6J >0.. ......CJ 1--1 U"" W I-Q:: CJ<r Q::W 0..Q:: . SID~ SIv'AL~ (MlA' '~D ~ ~If r_~ ;::S -- If WI1 &'" c:i ~ ~I- c::/ J, l?~ --- ~ S~ /~f! ~;- Ii ~ rO -....,..t, -- ~ Q::' ~X, if J...,:. ~ "" ~ I j ~ LOT ALL LOT GRADING TYPE lICIt DRAINAGE TO REAR LINE .... PRDr F"RONfcrl'V~ SL E: --- 'li; r ~ '--I...~ c::/ I I ----- 0/, I- ;.... --- __ I ~ ~ J..- ~ ~srr-rr-. f! if f:j ;:;::--. (ro /1 MAX. -- ~ f! ~ =--~( .AI -- ~I,u ;::8 (.)c::/ ~ l?~ a.!fl .... .AI SlD~ Sw AL~ (M!.AI 'v, 6' D~~p ) PAVEMENT, GRADING, STORM WATER & DETAILS SITE PLAN # SHEET 9 9 OF _.._-... -..----.,. . -- .... . '---"'"'Iij;'-"'~'-'-"'---"'-"--"""'- "-"--.,,--------r-------.-~-----..,__.. ,-~....,. ..-r--""- ,,' V~'''--''''''''''4''';' SPECIFIC PURPOSE SURVEY CURLEW CITY - BLOCK K PINELLAS COUNTY, FLORIDA SECTION 18, TOWNSHIP 28 SOUTH, RANGE 16 EAST NOTES: - THIS IS NOT A BOUNDARY SURVEY. NO CORNERS HAVE BEEN SET. -PURPOSE OF SURVEY: TO SHOW THE EXISTING SIDE YARDS ALONG 66th STREET NORTH. -REFERENCE: PLAT OF CURLEW CITY AS RECORDED IN PLAT BOOK 51, PAGE 19 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. - ~v NOR TH PER PLA T 60.00 ' 60.00' 60.00' 60.00 ' 60.00 ' 8 L 0 C K K .. .. " " " " " '" '" '" r--... '" '" '" ex) ex) ex) ~ ex) ex) ex) ~ Ii) Ii) Ii) lC'i Ii) Ii) LOT Ii) ~ LOT 13 ~ LOT 14 ~ LOT 15 - LOT 16 - LOT 17 ~ 18 ~ ~ ~ - - ~ ~ 0::: ~ C) ~ ~ . .~.,r ()) ~ C\i - - .f...r ..... ..... 0 :s 0 -.I " -.I ...c: ......, ~ ......, ~ ;/////,1; 0) 0) RESIDENCE <'-J <'-J No. 29724 % &2' .~.C ,F.'. '~"~: ..... . {i. 4.', .M.'. .~..r ,~..!r 60.00 ' 60.00 ' 60.00' 60.00' 60.00' 60.00 ' ------------------------------------------------------------------------------------------------- 6 6 t h STREET NORTH .1b(\~ ~i ~ (f1/cAlct1 MICHAEL BAKER ASSOCIATES LAND SURVEYORS and PLANNERS 220 SOUTH SAFFORD AVENUE TARPON SPRINGS, FLORIDA 34689 (727) 9J8-5026 - FAX (727) 9J8-2!J66 ~TION NUItIBCR LB W,. . -= . "".'; a.. .-. ..- SURVEYED BY: WB I HEREBY nFY THAT THE ATTACHED SKETCH OF SURVEY IS TRUE AN[) CORRECT AND THA T IT MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA STATE BOARD OF SURVEYORS AND MAPPERS AND CHAPTER 61G17-6, FLORIDA ADMINISTRATIVE CODE, LEGEND AND ABBREVlA TIONS: tr = CENTERLINE. FlR = FOUND IRON ROD, C/S = CONCRETE SLAB, (M) == MEASURED DIMENSION, (D) = DIMENSION PER DEED, PCP = PERMANENT CONTkoL POINT, A/C = AIR CONDI710NER. R/W = RIGHT OF WAY, N = NORT,IH $ = SOUTH, E = EAST, W = WEST, CONC. == CONCRETE, SIR = SET 1 2" IRON ROD No. 4086, W/C = WITNESS CORNER, PRM = PERMANENT REFERENCE MONUMENT, LFE = LOWEST FLOOR ELEVAnON, XO.OO = EXISTING ELEVA TlON, LB = LICENSED BUSINESS . $r;JtlJ/(j)6l ~ OA TE: AlA Y 7. 2003 FILE: CCITY66 SCALE: 1" "" 20' REVISIONS F.B. 296 PAGE 77 DRAWN BY: RAC NOT VALID WITHOUT THe SIGNATURE: AND ORIGINAL RAISED I. 5C.AL OF A FLORIDA UCENSED SURVCYOR AND ~. A J 2//03 ~Tf: SIGNfJ) BOUNDARY, TREE & TOPOGRAPHIC VEL VENTOS WEST PINELLAS COUNTY, FLORIDA SURVEY MUNICIPALITY: PINELLAS COUNTY ZONING: R-6 (RESIDENTIAL) LAND USE: RU (RESIDENTIAL URBAN) SCALE: 1" = 20 I - ~V NOR TH PER DEED UNPLA TTED MUNICIPALITY: PINELLAS COUNTY ZONING: R-6 (RESIDENTIAL) LAND USE: RL (RESIDENTIAL LOW) ~~ I~~~ ~~~ "" ~ II II h ~:~~ iIlil!!lo.llll SECT/ON 18 f.,.\O~ ~~ o ~c;G <(0 v<Vv <J ~~ ,Ib ,,'0 EXISTI/VG 8" ~ M. ,,'0 . SECT/ON 19 W SIDE OF' WALL 0.2'E N 00'24 '40"W(D&M) CONe BLOCK WALL 278.80'(D&M) . I '. . ""~ '.' ,..., " .',,',.' 0' to' ....1 'I" '.'.,_ ,I : ,1,_1,1' ,.:,"...'...,'.'.....' ,I, ',.',.' 0',1',,1 '.' '..','" ." .,.,1.......,. ",' . ,1.'0',',-:, ",". I .,' . " ,..." '0.' I' 138.8@'O' ,,' ;(I' "fJ ;(I' o ~ ;(I~ I- EXISTING 8" W.M. "" 55 ~, INGRESS/EGRESS EASEMENT 1b0 g ",,' I (OFFICIAL RECORDS BOOK 5606. PAGE 564) ;(I ~~ ..;(IfJ*t...... - .:.~,,~.. ;(I~1b ~ ''''", POINT OF COMMENCEMENT SW CORNER OF SECTION 17 i> 0;.. II SANffAlf MANHOLE SECT/O~, 17,,'0 El ," ,,'0 s cId e. ,":J ~ ,,'0 o"EXISTlNG 8" ~M s ~ 8 ~ _ TOP...2f BAtJ!S... ~LOPE EXISTING S W ALE TOE OF' SLOPE _____fJ ",,- fJ -"fJ":J ----;-fJ . _I). ,,'0 - - - - sgT/9N- 2C- - MES INY = 75.~, SECTION 1 7, TOWNSHIP 28 SOUTH, lu :::J ~ :s "C RANGE 16 EAST '. I 10...."' "" '.'. ..c: ~ '" 0) C'\J W SIDE OF' WALL 0.2'E .,.::~" .' . 66th STREET NORTH (63' RIGHT-OF-WAY) - -REVISE "",' '.1'" -f: I ,",., ,'0 t1J ,,'0 ,,'0 . ~ ...", ".'. Cll~S C~~ ' 2' C~ : '. 0" . s ~ 8 ~ . .' '. . . . ~"O ,,_ '/" " '. ',I '" ,." ,..,.", " . " . " .' ", '" .:. :.."'. ..' .',.', "",." , "" ,'.' .,., . , MAY 0 5 2003 tJ.~' -{S>'" "1/ ... EASEMENT "R~CE ,- I~~ 25.0' SETBACK LINE ~ ~ II~ II 7.0' WIDE BYPASS SWALE I ~1 I I I I I I 0" ~' I ~"I - -. - - 'ffjf$" OF' 7WlK - - fJ~ ,,'0 ~. ~ . ,w(/)2 r:. . . ti a . !>o ~ ,'b. .. ~ 25.0' SETBACK LINE 10- .. 0 9- ,,\) 0 '0 ~ :\' ... ~ TREE LEGEND $ = CAMPHOR 1$1 = CEDAR o = CHINABERRY 8 = CITRUS * = EAR TREE <S> = MAGNOLIA @ = MAPLE 8=OAK ~ = PALM & = PINE .,' MUNICIPALITY: CITY OF CLEARWATER ZONING: I (INSTITUTIONAL DISTRICT) LAND USE: T /U (TRANSPORTATION/UTILITY) 7- #ffi 7- ~ 18- o 5- ~ ~ "Ib FLAGPOLE 0 ~ .... kI ,\'0 ~ LOT,,1b 2 L 0 ?;Ji/- 7 ,'. '. 13- ~ <!(}8- CONCRETE HEADWALL TOP EL = 77.78 SLOT (2.0' WIDE) EL = 77.26 SKIMMER (0.5'x2.3'xO.66' HIGH) TOP EL = 77.69 * EXPAND SHOT TO 26" AT SAME EXIST. ELEV. * CONSTRUCT P14" DIA. ORFICE @ INV, EL. 76.20' 12- 8 I). '00 22.50' DRAINAGE EASEMENT Ib "Ib 7- 8 .p ,,'0' 1'b' ,,'0'" ~--- 53.7' MUNICIPALITY: CITY OF CLEARWA TER ZONING: LMDR (LOW MEDIUM DENSITY RESIDENTIAL) LAND USE: RU (RESIDENTIAL URBAN) C t\I .:. ~ I=:: fd. Uj ~ ~ ::J ).. ~ ~ ~ ~ 25 ~ 13- 8 '~0" ~ ~ 7- oJ- "f)' 0 6- I~ 0. 8 <?... 6- 7- 11- * 9- ~ 4~5~ 10-1$1 ~.. " , ~ ..... C) ~- ~- 7- I). - 0 '*'r 0 T ,,'0 . 3 . . !>o 1>. ~ . ,.... "" .. ~ Ib . I'T'j ;(I' 6~8- _-1-_ 7.5' DRAINAGE EASEMENT , " ,:' " fJ" ,,'0 15- o 8- o 47EJ- 85-~~6. 8 6- " ,\'0 "I 11 I .:: I ( ~ :=: :=:'j I .:. 14> > ~ :=:~,..,.-J I . "t. El--' ~ r' Ib ,,'OfJI). '. . I {: t :3!:=:" ,,~ Ib 1'- --' --' r'6 I ,'t --' --' r;-' r. , ~ --' r-' I 1,- --' --' III --' :=: ~ WETLAND lO- G '0 ,,'\' LOT 4 I 'L ELEVAnON - 78 67 feET fJ ,," OCfJ=-S/TE '. fJI). . ,,'0' SANITARY MANHOLE RIM EL = 78.30 E INV = 73.67 (8" PVC) W INV = 73.65 (8" PVC) ..I). ,,'0 OWN ER: GEORGE G. PAPPAS 901 NORTH HERCULES AVE. CLEARWATER, FL 33765 PHONE: 727-298-8880 fJ":J ,\'0 SUITE D t CJ:) ~ i=:: ~ ~ --' --' r-' ,..... 1--' --' r-' '"i --' --' r-' .--j . --' --' r-' ,..... 1--' --' r-' '"i --' --' r-' .--j --' --' r-' ,..... 1--' --' r-' '"i --' --' r-' .--j . --' --' r-' ,..... PROJECT ENGINEER: GALEN J. HOFMANN, P.E. 8620 AIRWAY BLVD. NEW PORT RICHEY, FL 34654 PHONE: 727-844-7686 I ~ =tr,:=: ~ --' ~~ ,..... 1--' ---V)r-' '"i --' .--:t:!r-' .--j --' ----<:r-' ,..... 1--' ~r-' '"i --' --' r-' .--j ......-< ,..l/)r-' ,..... MUNICIPALITY: CITY OF CLEARWA TER ZONING: LDR (LOW DENSITY RESIDENTIAL) LAND USE: RL (RESIDENTIAL LOW) SURVEYOR: ADJUST TOP OF BANK OF EXISTING SWALE LOCATED ALONG VEL VENTOS DRIVE AS NECESSARY FOR THE ENTIRE LENGTH OF SWALE TO A MINIMUM ELEV. OF 78.45'. . --' >r-' ,..... I ~ r-f-.:=: ~ . --' --' r-' ,..... MICHAEL BAKER ASSOCIATES 220 SOUTH SAFFORD AVENUE TARPON SPRINGS, FL 34689 PHONE: 727-938-5026 --' ~~ 1--' ---f'l'1r-' '"i --' --' r-' .--j . ( EAST RIGHT -OF -WAY LINE ":J "Ib VICINITY MAP Ci;' k ,.,., ,,'0 ~I ~~ ~f/) oq:~ -J~ ~~ oQ:i ~~ :s;;g ~~ ~ ~ I). ,,'0 7.0' WIDE BYPASS SWALE , ~ ,,'0 . I~ ~ I~ J.iJ ~ $'J ~ ~ 0) ~ CI) INDEX OF DRAWINGS TITLE SHEET SHEET 1 EXISTING SITE / DEMOLlTIOM PLAN SHEET 2 COORDINATE GEOMETRY PLAN SHEET 3 PROPOSED GRADING & STORMWATER DRAINAGE PLAN SHEET 4 POTABLE WATER & SANITARY SEWER PLAN SHEET 5 EXISTING NODE DIAGRAM SHEET 6 PROPOSED NODE DIAGRAM SHEET 7 ~ 9JTILlTY DETAIL SHEET SHEET 8 PAVEMENT, GRADING, & STORMWATER DETAILS SHEET 9 '0 ,,'0 7.0' WIDE BYPASS S~ ORNER NOT SET (INACCESSIBLE) ~ ,,'0 . NOTE: NO CONSTRUCTION ACTIVITIES ARE PERMITTED UNTIL AN E.R.P. PERMIT IS ISSUED. Sti GALEN JAY HOFMANN I P. E. 8620 AIRWAY BLVD. NEW PORT RICHEY, FLORIDA 34654 TITLE SHEET Sheet 1 of 9 VELVENTOS WEST SUBDIVISION 3311 66th St. N. CLEARWATER, f~rr,33761 ." JOB NUMBER: '\ REV DATE DESCRIPTION LEGEND AND ABBREVIATIONS: !/ f&. - CENTERLINE, FIR := FOUND IRON ROD, qp - POWER POLE, \L = GUY ANCHOR, /, .. LIGHT POLE, t/S = CONCRETE SLAB, (M) .. MEASURED DIMENSION, (P) - DIMENSION PER PLAT, 0 W := OVERHEAD WIRE, PCP - PERMANENT CONTl?cfL POINT, A/C .. AIR CONDmONER, POB - POINT OF BEGINNING, R/W - RIGHT OF WAY, N = NORT~ S - SOUTH, E - EAST, W - WEST, PVC .. POLYVINYL CHLORIDE PIPE, CONC. - CONCRETE, SIR = SET 1/2" IRON ROD No. 4086, SN4&D := SET NAIL 4& DISK No. LB4019, W/C - WITNESS CORNER, FCM = FOUND CONCRETE MONUMENT, LFE = LOWEST FLOOR ELEVATION, (0) = DIMENSION PER DEED, XO.OO = EXISTING ELEVATION, LB - LICENSED BUSINESS, MES - MITERED END SECTION, RCP - REINFORCED CONCRETE PIPE TREE & TOPOGRAPHIC BOUNDARY, VEL VENTOS WEST PINELLAS COUNTY, FLORIDA SECTION 19 NOTES: - THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A COMPLETE AND UP-TO-DATE TITLE REPORT. EASEMENTS AND OTHER ENCUMBRANCES MA Y EXIST OTHER THAN AS SHOWN HEREON. - THIS PARCEL APPEARS TO LIE IN FLOOD ZONE "c" PER FLOOD INSURANCE RATE MAP, COMMUNITY PANEL No. 125139 0086 C, MAP REVISED JUNE 1, 1983, NATIONAL FLOOD INSURANCE PROGRAM, FEDERAL EMERGENCY MANAGEMENT AGENCY. -AREA OF SITE = 1.887 ACRES, MORE OR LESS. POINT OF COMMENCEMENT SW CORNER OF SECTION 17 SECTION 20 M!S INV - 75.7S ~ ~, ',', " EXIST. INV.-75.76 @ PROP. :.::.: :::~: ",,', ':::. ',', CUT ~;: -BEARINGS ARE REFERENCED TO THE WEST BOUNDARY LINE OF THE SW 14 OF SECTION 17, BEING N 00'24'40''W (ASSUMED). -ELEVA TIONS REFERENCED TO A SANITARY SEWER MANHOLE LOCATED 200':t SOUTH OF THE SOUTHWEST CORNER OF THE SURVEYED PROPERTY ACCORDING TO CITY OF CLEARWATER, FLORIDA AS BUILT DRA WINGS. ELEVA TlON = 77.53 FEET. .::.:: ...... ,:::::: .:,',' :..... .:..:.' .... .::,' .:.,:,' :.::':. ::::::' I..... .:,':' i~ :.::.: ~ ::::~ .:.::: " :::::~ I...... ::::::: ':. " .:.,:.' .....' "/1' ...... ...... :::::: ....., ....: ~~~ ',.'.' :.::.: " '/.' ....: ~ 'Ii ~ :'~: ~ ::;:: r- " ~ .:' ~ ':~ V) '., :: l.!.. ':i', 1'''00'''' C '., ",. m, ~ I::; ;:c: ': ..... ,'/, -.I ...... :>-. '''i, ~ .' ...... !;! :;::: ::s..... '.' .' '/,' ~ 'i. ::r- ::%: ~ 'i: C5 i~: <: '.' t~ " :.::.: i~. ~ '.' /~ ". :.'::, I:,:' i'l :::~:' :.::':. .....: ::::::' DESCRIPTION (AS FURNISHED): THA T PART OF THE SOUTH !J OF THE SOUTHWEST 14 OF THE SOUTHWEST 14 OF THE SOUTHWEST 14 OF SECTION 17, TOWNSHIP 28 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA, LESS THE SOUTH 15 FEET THEREOF; BEING MORE PARTICULARL Y DESCRIBED AS FOLLOWS: FROM THE SOUTHWEST CORNER OF SECTION 17, TOWNSHIP 28 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA AS A POINT OF REFERENCE RUN,' THENCE N 0'24'40" W, ALONG THE WEST LINE OF SAID SECTION 17, 55.00 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE N 0'24'10" w: 278.80 FEET; THENCE S 89'54'24" E, 294.92 FEET ALONG THE 5 ACRE LINE; THENCE S 0'24'40" E, 278.76 FEET; THENCE N 89'54'54" w: 294.92 FEET TO THE POINT OF BEGINNING. SUBJECT TO EASEMENT AND ROAD RIGHT-OF - WA Y OF RECORD. DESCRIPTION: (WETLAND CONSERVA TION AREA) A PORTION OF THE SOUTH !J OF THE SOUTHWEST 14 OF THE SOUTHWEST 14 OF THE SOUTHWEST 14 OF SECTION 17, TOWNSHIP 28 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA, BEING MORE PARTICULARL Y DESCRIBED AS FOLLOWS: COMMENCE A T THE SOUTHWEST CORNER OF SECTION 17, TOWNSHIP 28 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA RUN; THENCE N 0'24'40" W, ALONG THE WEST LINE OF SAID SECTION 17, 55.00 FEET THENCE S 89'54'54" E, 247.52 FEET ALONG THE NORTH LINE OF VELVENTOS DRIVE TO THE POINT OF BEGINNING. THENCE FROM SAID POINT OF BEGINNING THE FOLLOWING TEN (10) COURSES: 1) LEA VING THE NORTH LINE OF VEL VENTOS DRIVE N 55'24'08" E, 44.34 FEET; THENCE 2) N 07"44'49" E, 43.46 FEET; THENCE 3) N 06'00'29" w: 45.35 FEET; THENCE 4) N 00'54'53" E, 44.98 FEET; THENCE 5) N 00'34'27" W, 49.90 FEET; THENCE 6) N 04'08'49" w: 50.76 FEET,' THENCE 7) N 47'16'50" E, 14.77 FEET; THENCE 8) N 83.03'57" E, 0.47 FEET THE TO THE WEST BOUNDARY OF "VEL VENTOS SUBDIVISION': SAID PLAT RECORDED IN PLAT BOOK 106, PAGE 87 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; THENCE 9) ALONG SAID PLAT BOUNDARY S 00.24'40" E, 269.00 FEET TO THE NORTH LINE OF VEL VENTOS DRIVE; THENCE 10) ALONG SAID NORTH LINE OF VELVENTOS DRIVE N 89'54 '54" w: 47.40 FEET TO THE AFOREMENTIONED POINT OF BEGINNING. SAID PARCEL CONTAINING 0.0620 ACRES, MORE OR LESS. SURVEY SECTION 1 7, RANGE 16 EAST TOWNSHIP 28 SOUTH, l!..J ~ ;C' ~ "'( ...c:: -1-.1 '" 0') C"J ~~ lee ~~~ ~J:!J:! ~ II q II ~:~~ ~il!!....C/) SECTION 18 ~v NOR TH PER DEED UNPLA TTED - ~\o~ ~~ ~ ~"G <(0 v~'v <J ~., 55.00'04&M W SIDE OF WALL O.2'E N 00'24'40''W(D&M) WEST BOUNDARY LIN/OF*rHE SW 14 OF SECTION 17 BEARING REFERENCE) CONC. BLOCK WALL 278.80'(D&M) , ."""",." '. 15 00'(1.1) . .....',...,....'..... .....",..... .'" '.' '.",.'" '., '.'"....',..".,.." '..' ","., .... '... .........,.. ,..'" '.' '.,..... ,,,,, '.... ':'" '., 'I. .....:' .... .:' '... .... '....... .:' .... .:' 'I, .... .....'... .... ,.........,.........,.........,.........,..:,..:. '....., ..... "... .....,....,:.................,:.......,..:.::.:.., ....::' '...::. '... '... .::'.......:'..:'..:..........'.. .,..:.....,.....:....,.,..:. '..' '.......' '..' '..' ......:,. ..'.........'....'....':..':......' '.. '... 'I, '..' '....'......, ,:..,.....:........::........:,..:.....,........., 'I, ...' '..' '....'.........'..............'.........'.........'....'. '.............:.,', '.. .:.......,..:..,......'..... ...... " "~ ..,:. ...,........':.'.... ~"""'"'''''''''''''''''''' ,....'...." ,'.',' ,'.' ",~ ' , . . ,'. . , . . , , ,'.'.' . ,. " ".~..,., .,. a .r CONCRETE CURB ,: : ,~ {P ,t ~ oWl ,..:::'....:::~-:..'== "cs;,. 'i' "It. "1"1 ~ -(I ~ I .. EXISTING 8" W. M. ",,9! ~ "It. "t. {P "I'ox J ,.....:...'t' II SANIT~R{ MANHOLE ~,~ l' ~i INGRESS/EGRESS EASEMENT ~a ~ ~ ! x~ ELEVATION _ 7~.4B'Lm:r xS "tX ~. .,:/....... I SECTlONII 17 "I'" ~ "It x ,,"Ix "I"x I (OffiCIAL RECORDS BOOK 5606, PAGE 564) -(IX j ~ ~ "I'tJ 1 t~ S ~ . .." , & ... II 0) ., "\ . .'" ,..,..", ::.... I Ii g ~EXISTING 8" loY.M. a "IfJ fJ' ~ ~~ : : lJ,' f l:J ,p ,...:......:......:..'.'. ..t' I II '0":.3 0) ~t'Y ~"I' ~~ fl' ,p ~"If 2' CONCRETE CURB :(I': : ~t. , . .' ,...,':....................,'..... .~' :i' I II. .' ,~.. .' .' .' " .' ,'.' ',' l"o, " ,.."."..".".,.,....',.. ". .,....... ,'., ".' ."".,..'"'...,,..,..,'......,,'....,.,.'.,...,.......,. .,...,,.,.,..,..,.........,.,..........,...,.,.,.,d'CS! ". i.....:",..,'........ ',.'. ,:....,....,:,.....:.,..,'..,.....,......,....,.........,....','..:,....'..'....' '... '..,.:,...' " '..,.'.,..':.,. ,'.,...,',,':,.:..:.,....:... ':":..'..:,.:.'..',.....,. ..".",'..'. ' .........,.....................:...... "..' .',..,.....'..,.....:.'..,.,.:...':,...,....':,.:.':.'.,.:..........'.' ....'....,....",.",.... C!'d'~ '. ....,... ".",...,.,.....".,....' .,,'" . . . " , , ", . . . .' " , .., !i:,,), , ~ ... ..;: I .............,~':;..., ~~ " . S" "It';> ;:.s ~'(.'ro,;.:. 1r;ur PO~ ~_,~~o)' ,,'6~ -+- EXISTING 8"" W.M. 11'6!) ~ ~~ C!'~ ,,'6~ C!',p,.. ."l' /11 4" _ - --r::\ - ~ z:y: ~e- ~'''' . Ilil WA7FR METER ~ FENCE ',', I ..?'!I- _ 8 OViRHrAo GUY WIRE ~ 'i21 'i2! S" "4" ,{. " ,,~x ....,........... 15"'" 2S" ~ CO'lf,E,~ ,~..- I;: I II ,,~ ._,_,-,-,~,.r,-lPe.P~~I(_. ~5f;'\ ~'" '...., ~ 0 0 8 ~ '}'~" :i, J~a Ii W ....'--- \.:)5" -'-'_ \:J. xro ""'....;.;>0... 12" 8 1 X I ',' """~l' II x"':J ~'''''$"7" '-,_, 4" . 5" "I'O'~ x'o r..x " II ~ .~" _ ~ v~ fJ~ It}, '("'.11 "\ PROP c.~. x ~ . 7" xro "1'6 1 "'O'::e ,,'6' I ,,'6' :::%'~~~~ ~ :r . "Iro 11 L.F. OF EXISTING 15'~fJ>RCP '}o " ~'J. "1'0 j ~ I '::i I 1~~', ~ 12~1S"" AND M.E.S. TO BE REMOVED. ~ 7 -(I \ ~ ,:;: II CONTROL STRUCTURE TO BE i EXISTING ,OVERHEAD POWER il C\j I::: 1 II CIO PUT IN ITS PLACE. '~" · ~: TO BE R~MOVED ..I 0) ;.;; b,.,1I ~ ~ x" II · ~: I ~ ,;:. III C.5 x "I~ ,,()x ~x x" -: 9" 0) '.....III~ ... I ... "10 xfJ '0 C\j 'I, """-II "!O I · :1..lll~ B~ "I~' : 1 :.... ~II <:)" " ~~ ...' II _ x" fJ x'6 :::' II · 4" II ro"l x ' fJ ~ II , ~ ;.,: 1 I::': I II ~ ! ~ ~"~"x ~ "lax I ~~ ~:~ pill ~ .'\~'J. ~ ~i .:.. I....'. .. if" ":, I II o:r ,,(). l< ...... II"J ,I 0" ",:. I II ~ A,/ ;'i: I II x' ~ ::", I II l:::: xl). x' '0"1 "'bx ' ....., ~I). II ~ xfJ ~ ~ 0)' ~ ! "x ~ ":~'~' I~~ S" ro"l ro -~~.,:> "1'0' "I'6':>~:% w~ 0 II P 0 N 0 -bx / ;.~ ~l! ~ 7"" x"la. 6/08/02 WATER ELEVATION - 70.4 '6 ... / :, j"'"""11 ~ 7 x, :..:, ': II rs SWFWMD SURFACE WA TER f1J I ...... Ili ,I ~ ~ S'" l' ~ :':% '11'11 ~,,"I . x~ / ~ ::.~ -b1lln \8 ro"l / . '::1. '!'..II ~ , 5" x' ~x~ ~ ' Q;) :.... I II "So . ,,~ )( :':' I II ~ ,ro' /' ~ ~ :.... II, III'.. ..l! ~ ~": 't'-J., ~ , ""x Ox / j::::; '..... I II '( , ,v ... ,/ ~ :.... "j.", ,I , ~ :::~ III ~ \ S"9- ,/ :,:i' I II I::: 77.S' r;\ , ~'!'... II "'bx /' / 'I: ':"""'111 ::::> \.:)" ""x II... ~ ,/' :..... I ~ II l!J 77. X ,v 1a. x I ~ ':..i I!, ,II ~ ,~".fJ'fJ CONCRETE HEADWALL TOP EL. - 77.78 X ,,' .,:> I ~ ''': 'j-l..JiI ::s: /. "/0.7.\ SLOT (2.0' WIDE) EL - 77.26 ,,' .px . I II"-,~ ~ 9"9" SKIMMER (0.5x2,"xO.66' HIGH) TOP EL - 77.69 ". "1'6' & ' II ~ '7'""::'0 .' ,,' 1 ~ II~, h II T""r--'" /....j ~ SHW NAIL.. ELEV - 76. 1 g ,,' 1 ::.:: I II ~ 1--'3' r--'" ~. . ~'O~ ~ "",,,, .:", , llIT 1r--'" ~ t't." 10" "" ~ , .:", I:Y' r--'" "I -'- ~ 8-7 ~f':\6 -'-'~ ':.:' I II I r--'" II l' . ~K,;, ~-,_.-. ": ,I , ...; I' 1 '- 6" TOP OF' BANK · '. I I',,.....-j r--' . ...... ~ ,....-- ~ :..... 11:j I ' I "'-'-'-'-'- S Cf~ 6"7""" */ ",": I 'I 'I r--'" ,..." ~. ri' , I' I . .-t 9-"":' I<l>I 'I / , ,~::: 114f'~~ r-" 'I 4'iS~" ".~ ""....""" """ ,,~""'" '~.,....."'.." ,~~~ir~~'<!J>I' ;45.8..."""''''',.,,,.,,.,.,.,,,..,''',.....,,.,...,.,''''',.,''''',,. '~~'J(~ .... '....., r--'" r--o 4" 5" 'I I ,;? I ! ~ r--'" ~ ~': ^. .<l>t" r;:{" x 'J. ::.; 1 I"""" r--'" ~.. . 6 ~ ~" 6 ~ ~ "ItJ 'i': I '14 r--'" ,.-'/ r- 6" 20" 1 1 " '..:: I . ~ r--'" ~ ,....l , :;$ I"./' Ii r--'" f----i .'\ ,. .... ~~' , r--'" ~ ;\ . ,..x ~ ,I.. I IA~ r--'" ....jc, 5" "1'6"1" "I'6fj :;:~ I 11' i r--'" ~t ~" .... I . ~ r--'" r-;" ~ 6 :.:.; l:t r--'" :=t r-i " .." I, 6 ....: I r--'" r-, 81 ';:i ,,..-f r--'" ~ --! , I tPI. ! =r r--'" =to ~ ' . ~ ":". ~I ~ r--'" ~,- ! Ii1 i:~:~ IIi ~ ~ ~~:! It; ~:~~ ~!~~j ~1j~1 j~ ~ ::::~ ~! ~ --j; 1:P: '..... 'I I r--'" 'l' :::: III' ,..-J. r--'" r--"'... I i r ':'i II, ~ r--'" :t ~ . " I:. II t ,..-J\ r--'" ,; I .' II I . :?; ..ll r ~,..-J' r--'" i...-.-' ~ ! L .... ~v 'I ,..-J r--'" r1, .'\ to '::i 1~' lli~,..-J 0-' ~. ~. "I ,.' fJ"'x fJ'J; .i. l)i~ r--'" * :(1;0\0& ~2" dO" "1'6' ,,'6' { l!lt~,::::",.-J "\ , ;J 12~1"" ~ ~ 'i': I II ~ ,..-J r--'" 1-" 6" 0 16" :::: I II r ,..-J/ r--'" +-:: ! I .,. ....i I II',..-J. r--'" ~'>-I' \~ ....' I, ~ "......" r--'" ~'<I. ~ ~. ....i I II r ~ r--'" ~), " 'i' '\<<& I II i ,.....-.; ~ I ~ '~\' I II, 1 ~ III .... ~~ , I' ~ Ir , I n-! r--'" ~ .; ~ '\~ o V ~ r--'" .L ~ .!O '\~~JURISDICTlONAL FLAG (PLACED BY OTHERS) (TYPICAL) S)---f r--'" ,:L J ,;ti ~ % 5H'I! NAIL: ELEV - 76'~6 ~',':~ /Jt.!! ::; :::: t ~ ~ ~ 'JD105 JD104 JD10" ..i'. ~v l..--f r--'" ~ ~ ~ VoJ J0107 N ~.t~~'M2r.:2r:~r JD106 x-(l' 45."tQA --~_0E:~:I(!fb._ N o,g,]flZ.."WMx-(l~ _____-.t!-!rt.(M) r ':::; I i -- r--"'~,.,...-' 1 <: ~ -S....-t.!~ ..o!~!~2..--- - 44.9S r:)~" S~S" SWFWMO 'NETLAND UNE ':::~~4l ~j:::: 1.~~" 76.0 16,6X 4- S"~ 9"(. . S" WETLAND CONSERVATION AREA"I'Ox WEST PLAT BOUNDARY LINE 269.00' ..",x .tJ ':", I -(I . ~ ==1- ~1- , "'/D /J'M') a x x ,,'6' "1'6' ",~ I I r--'" ~ r! . S'R S ~0'24 40 Ell ac. / "I~' "..'tJ "fJ" :i:: I ' ,..-:.... r--'" ~ ~ I INV 10" PVC - 75.77 "fJ~ I \ .:' I Ij~L" , o . ~ 1'! J I :. I I r--'" ~ . , * I jr--"'j' r--"'. ~~ ! :::: I . r--'" 1""0 '1 I .' '0 I r--"''-'-,.." ' :$; ~:v ~'-:-I).r--'" rl ~ro*~ .1~ fJ~x ..1);.... I -(I I ~ r--"',.()~ +(\'0 I "IfJT "1'6' ,,'6' "-" ~1',:......J 1 .,---J ,--J ,.....-J """'i ~ I r--'" r--"'. r--'" ~ ~ i r--'" r--'" r--'" 'i . r--'" r--'" r--'" ,..., I r--'" r--'" r--'" r-l i r--'" r--'" r--'" --i ,,..-J r--"'. r--'" ,.... I,..-J r--"'. r--'" ,...l , , I,..-J r--"'. r--'" '1 ',..-J r--"'. ,..-J ~ !,..-J r--'" r--'" ~ I,..-J r--"'. r--'" '"i i,..-J r--'" r--'" 'I r--'" r--'" r--'" ..--: ,..-J r--'" r--'" --t ,..-J r--"'. r--'" 'i ,..-J r--'" r--'" r-! ,..-J r--"'. r--'" ~ r--'" r--'" . r--'" ' r--'" r--"'. r--'" J. ,..-J r--"'. r--'" ~ r--'" r--'" r--'" 'i r--'" r--'" r--'" ..-. r--'" r--"'. r--'" r-l r--'" r--"'. r--'" ri r--'" r--"'. ,..-J ,.... ,..-J r--"'. r--'" ,...l ,..-J. r--"'. r--'" 66th STREET NORTH (63' RIGHT-OF-WAY) "~T- S ~ g ~ EAST RIGHT-OF-WAY LINE x"J ,,~ IS" o 7" ~ 7" ~ I x" "1'0 TREE LEGEND $ - CAMPHOR @ = CEDAR o = CHINABERRY {fJ - CITRUS * = EAR TREE <S> ::: MAGNOLIA @ - MAPLE 0-0AK *' = PALM & - PINE ~ ~'O. X 5" #ffi x"J ,,~ FLAGPOLE 0 9" * ~x ,,'6' ~1O "I~ !.IJ ~ ~ ~ ~ ~ Co ~ .... ON-SITE WELL 0 REMAIN ~ FOR IRRIGA TION PURPOSES i:s :::> ~ , ,,'6' ~x "1'6' x'6 "1"1 16" ~ Ol' ,I<'j ~I ~~ ~f2 ~~ ~~ aCO ~~ ~~ ~.... ~ ~ x.... "It ~ -(I . ......... . ~o'" ~ ~1\I<f' ~.... .s~, ~<f' ......... . a ?< '~ ~ ~S" 12" xl). ~ ~. x~ "I~ 7" 8 , DEMOLITION OF SITE SHALL INCLUDE, BUT NOT NECESSARILY BE LIMITED TO THE FOLLOWING: REMOVAL OF ALL PAVEMENT, CURB, BUILDINGS, DRAINAGE FACILITIES & PIPING, POTABLE WATER LINES, SANITARY SEWER/SEPTIC TANK- LEACH FIELD FACILITIES AND PIPING, FENCING, CONC. SLABS, UNDERGROUND TELEPHONE LINES, CABLE T.V., ELECTRICAL LINES, ETC. ALL EXISTING FACILITIES REMOVED SHALL BE DISPOSED OF OFF SITE AT THE CONTRACTOR'S EXPENSE ALL TREES . EXCEPT THOSE SHOWN TO BE REMOVED, SHALL BE PROPERLY BARRICADED AND PROTECTED AGAINST DAMAGE. , 646' "111' 1..,....t.I....,........,.,..................II........0"',... ,* FRAME SHED ,.,..........,.."..,..., .~~.1.'."...,..,.." ,..".,.... ~'69 , 7- ~ ~i1" ~ ." NOTES 24" 8 x' tP x"J ,,'6 x~ "I~ .~. 15- o 75.7 S.F. FRAME SHED TO BE REMOVED 1"" o FENCE 1.1'S x~ -(I 2,393 S.F. ONE STORY MASONRY & FRAME BUILDING TO BE REMOVED x'O '00 x~ -(I @~S" 4rEJ" 05" ~~6" o 6" 108.8 S.F. FRAME SHED TO BE REMOVED 26" o 1"" *' 15" o '" WIRE FENCE (PIG PEN) 6" o xro "1'0 ~" x"l ,,'6 S" o x' tP 'i' ~ e. J..::i ~ ~ ~ 5 ~ ~ ~ Co V) ALL FACILITIES ENCOUNTERED, WHETHER SHOWN OR NOT SHOWN, WHETHER ABOVE OR BELOW GROUND, SHALL BE REMOVED AND PROPERLY DISPOSED OF OFF SITE AND AT THE CONTRACTOR'S EXPENSE. NO DEMOLITION SHALL TAKE PLACE OUTSIDE THE PROPERTY BOUNDARIES. xa "I~ 3' HIGH WIRE FENCE TO BE REMOVED 12" '~ ~ ~x -(I' THE PURPOSE OF THE DEMOLITION IS FOR THE REMOVAL OF ALL ABOVE GROUND AND BELOW GROUND FACILITIES SO THE PROPOSED DEVELOPMENT CAN BE CONSTRUCTED WITHOUT CONFLICTS. AND TO ASSURE THAT NO STRUCTURES ARE BUILT OVER PREVIOUSLY INSTALL FACILITIES. 10" {fJ x'6 -(I 20" o 10- {fJ x" "I~ :::::: ...... ...... ',', .' ...... ....,. :::::: .,', :::~: .... .' }~ ':.:. ~:::: i ~~ ~:::: '/o' ...... :::~: ...... ...... ...... ~~:: ~:~: ...... .... xfJ -(I 1S- o 20" o S" o ">8.,1 FACILITIES ON-SITE SHOWN NOT TO BE REMOVED OR SHOWN TO BE MODIFIED SHALL BE PROTECTED AGAINST DAMAGE DURING THE COURSE OF THE DEMOLITION ACTIVITIES. THE CONTRACTOR SHALL RELOCATE ALL FACILITIES TO BE RELOCATED AS SHOWN ON THE PLANS xfJ "I" x" -(I 9" o x~ ',p 10~ 128 ~ .,px xfJ ,,"I x' ,,'0 x'6 "1'0 x'" "1'0 1S" 3.oo'(M) TO W/C N S:r0,,'57"E CORNER NOT SET (INACCESSIBLE) 278. 76'(D&M) xa "1'0 x'O "ItJ LOT 6, VEL VENTOS SUBDIVISION (PLAT BOOK 106, PAGE 87) LOT 7,' VEL VENTOS SUBDIVISION (PLAT BOOK 106, PAGE 87) "Ix "1"1' . Q;) ~ j::::; la ~ EXISTING SITE / DEMOLlTIOM PLAN Sheet 2 of 9 VELVENTOS WEST SUBDIVISION 3311 66th st. N. C LEA RW A 1,.~,~";;":..fJ;i,;.~37,61 jt1 GALEN JAY HOFMANN . P. E. 8620 AIRWAY BLVD. NEW PORT RICHEY, FLORIDA 34654 DESCRIPTION JOB NUMBER: REV DATE ~ , I BOUNDARY, TREE & TOPOGRAPHIC VEL VENTOS WEST PINELLAS COUNTY, FLORIDA I I ~ SECTION 19 POINT OF COMMENCEMENT SW CORNER OF SECTION 17 _ TO"-!2[ 8A~ ~LOPE EXISTING S W ALE TOE OF SLOPE - - sgTIQ.N 2C- - MES INV - 75.~, - -. UOFYJilK' - - ---'-"' TREE LEGEND $ = CAMPHOR 1$1 = CEDAR o = CHINABERRY 8 = CITRUS * = EAR TREE <S> = MAGNOLIA @ = MAPLE 0=OAK ~ = PALM & = PINE MUNICIPALITY: CITY OF CLEARWATER ZONING: I (INSTITUTIONAL DISTRICT) LAND USE: T /U (TRANSPORTA TlON/UTlLlTY) ~. = TREES TO BE REMOVED CONCRETE HEADWALL TOP EL = 77.78 SLOT (2.0' WIDE) EL = 77.26 SKIMMER (0.5'x2.3'xO.66' HIGH) TOP EL = 77.69 * EXPAND SHOT TO 26" AT SAME EXIST. ELEV. * CONSTRUCT tQ4" DIA. ORFICE (IJ INV, EL. 76.20' MUNICIPALITY: CITY OF CLEARWA TER ZONING: LMDR (LOW MEDIUM DENSITY RESIDENTIAL) LAND USE: RU (RESIDENTIAL URBAN) VISIBILITY TRIANGLE NOTE: OBJECTS WITHIN THE SIGHT DISTANCE TRIANGLES MUST NOT EXCEED 30" IN HEIGHT FROM THE GROUND OR PAVEMENT CITY OF CLEARWA TER 20'X20' VISIBILITY TRIANGLE SITE DATA: SANITARY MANHOLE RIM EL = 78.30 E INV = 73.67 (8" PVC) INV = 73.65 (8" PVC) PROJECT ADDRESS. 3311 66TH ST. N / CLEARWATER, FL 3761 TOTAL SITE AREA= 82,198 S.F.= 1.887 ACRES EXISTING IMPERVIOUS AREA TO BE REMOVED = 0.06 ACRES (INCLUDES EXIST. MASONRY & FRAME BLDG, & 2 FRAME SHEDS) 0.063 ACRES EXISTING ZONING: AE ( PINELLAS COUNlY ) LAND USE : RL (RESIDENTIAL LOW) - PINELLAS COUNlY WATER SERVICE BY PINELLAS COUNlY SANITARY SEWER SERVICE BY CllY OF CLEARWATER PROPOSED CllY ZONING: "LOR" LOW DENSllY RESIDENTIAL FLEXIBLE DEVELOPMENT: FRONT SETBACK: 25.0' SIDE SETBACK: 7.5' REAR SETBACK: 10.0' ADJU T TOP OF BANK OF EXISri G SWALE LOCA TED ALON VEL VENTOS DRIVE AS NECE. SARY FOR THE ENTIRE LENG H OF SWALE TO A MINIM M ELEV. OF 78.45'. PROPOSED DENSllY = (4 LOTS)/(1.887 AC.) = 2.12 LOTS/ACRE ... C .' C\I .' ~' C. 1::. ~ <Il ~ ~ ::J ).. ~ ~ .' ~ ~ ': ~ :. :c!: SURVEY ~~ . . ~ ~~ i!~~ ~,,~~ ~ U II II ~~~~ <II~L&lll) SECTION 18 ::.: '. ..' ..' .' .' I 1 I I 1 1 1 I 19.7J, I I I 1 1 I 1 I '. '. ~ ~ l CX) ~ i=:: ~ ~ SANffARY MANHOLE --' --' r-" ,.... 1--' --' r-" r1 --' --' --' r-l --' --' r-" ,.... 1--' --' r-" r1 --' --' r-" r-l . --' --' r-" ,.... 1--' --' r-" r1 --' --' --' r-l --' --' r-" ,.... I::: ~::: ~ --' ~r-" ,.... 1--' ,.....V)r-" r1 --' ,...,<:!r-" r-l --' ---<:r-" ,.... 1--' r-G')--, r1 --' --' --' r-l --' ~--' ,.... --' ~;1 --' :):.--' ,.... I::: '1"'::: ~ . --' --' --' ,.... 1--' r-f"tl--' r1 --' --' --' r-l MUNICIPALITY: PINELLAS COUNTY ZONING: R-6 (RESIDENTIAL) LAND USE: RU (RESIDENTIAL URBAN) SCALE: 1" - 20' NOR TH PER UNPLA TTED MUNICIPALITY: PINELLAS COUNTY ZONING: R-6 (RESIDENTIAL) LAND USE: RL (RESIDENTIAL LOW) N 00'24 '40"W(D&M) WEST BOUNDARY LINE OF'tHE SW 14 OF SECTION 17 BEARING REFERENCE CONC. BLOCK WALL : ',I . ',I"" tl ' ',.' _'.11 """","',_:',",1,'""."",:., ,", : I I ",I I. :",,: ..:.,1":,.',, I ""'.,:: ',"',"'. ....:.., .:....'.,:.. "'" :. I" I ,".' " ,," " ", ,.., "'" " , ',' '. "',' III. . . " .' ", .... ..,.', , '" 138.80' - ~ 8 ~ . EXISTING 8" W.M. I INGRESS/EGRESS EASEMENT 1 (OFFICIAL RECORDS BOOK 5606, PAGE 564) t-20.00'--.J l ~UY POLE ,.""",.,..., ~ ,...."." '..' ,", , BOTTOM = 68.0' ;:. ~ .!O ~ ~ 0, <x:> <: ASSOC/A T/ON TRACT RECONRGURED POND BOTTOM = 68.0' T.O.B.= 79.0' 7.5' DRAINAGE EASEMENT -----,- '~GJ 1$i~7~W 8 4~5~ 10-1$1 ~- 7- *rOT 0 3 4 '" "'. r- ;E I'T'j 138.76' __ 6,8 ~ u . ~ C ~ 8- o 4r6f- 05-~~6- o 6- 10- 8 LOT 4 oft-SITE WETLAND - SILTATION FENCe - 25.oCTUPLAND BUFFeR - ~ ~ ~ (TYPICAL) c:s t\) ~~ s:=~ o ~~OO' ~ ~I ~ , ~ I- ~~I t:l 10- G) LOT 2 13- ~ C(}8- 22.50' DRAINAGE EASEMENT 70.00' *" " , 20.06' 18- o ~.. ~~ 0,0; ~~ PROPOSED ON-SITE POND #1 SHW NAIL: ELEV - 76.64 MUNICIPALITY: CITY OF CLEARWA TER ZONING: LDR (LOW DENSITY RESIDENTIAL) LAND USE: RL (RESIDENTIAL LOW) 278.80'(D&M SNltD IN WALL FOOTER _--I 25.0' SETBACK LINE I I I ~1 I I I I I EXISTING 8" W.M. LlTY SEMENT SIL TA TlcfN FENCE CITY OF CLEARWA TER 20 X20 VISIBILITY TRIANGLE 7- ~ 7- ~ ~ ~ ' ~ ~ ~ c:) ~EXISTlNG 8"~M. 0) . ..'... ',., '... . ,..'.. '. .C\j .., .' ". .' "...... ....... . '...... ',' '., ". 5- #ffi , c c c:) It') - FLAGPOLE 0 L 0 7;11/-1 12- 8 70.00' 53.7' 7.5' DRAINAGE EASEMENT 24- o 15- o 13- o 7- 8 i"1 ~'.I 15" W SIDE OF WALL O.2'E . , ' ' -' .' . ." ,,: . . ""," SECTION 1 7, TOWNSHIP 28 SOUTH, lu :::J aJ ::::; "'C ...c: ~ ~ 0) C'\J RANGE 16 EAST ,,' ',' 66th STREET NORTH (63' RIGHT-OF-WAY) + ,,',' '., " . . , ", cultS COtlCIt~ .' z' .... i' ~ 8 ~ EAST RIGHT-OF-WAY LINE /'"~ . ~ ... . ELEVATION SECTION !I 7.0' WIDE BYPASS SWALE 0;- I'<') ~I ~~ ~~ :5~ ~ ~~ c~ ~~ ;::~ ~.... ~ 'Co TYPE '" SILT FENCE 0' . . ~ . ~ ... SECTION ELEVATION TYPE IV SILT FENCE NOTES -Yor _ _ ... -. _ '.II.11f 1_ N..IIl2. -~"""""'''''__"_In''''oIo11_ -...... __"_'" _......".,.- --.... _ .... ..., " .....trod ., lho Counlr EIlghoor or ., ...,..." __ SILT FENCES DO 11II' CIPLOf II A ..... 1MQ' aT .... .. IIJf M A DMI ...... ...,..... ...... ~="M"""'----- MUNICIPALITY: CITY OF CLEARWA TER ZONING: LOR (LOW DENSITY RESIDENTIAL) LAND USE: RL (RESIDENTIAL LOW) 7.0' WIDE BYPASS SWALE TREES TO BE REMOVED = 32 2-4~ 1-4~ 10~ 1-5~ 2-7" CAMPHOR )s( 1-4~ 5-5~ 1-5~7~ 3-6~ 4-7~ 3-8~ 1-8~9~ 1-9~9~ 1-12~ 1-13~ I-IS" llAK )8( 1-20" PINE ~ 1-12~18~ 1-30" CEDAR )( 1-10" CrTRUS ft( TREES TO BE RELOCATED: 1-12" AND 1-15" PALM (LOCATED IN PROPOSED ON-SITE POND #1) 7.0' WIDE BYPASS SWALE ORNER NOT SET (INACCESSIBLE) REV DATE St1 COORDINATE GEOMETRY PLAN Sheet 3 of 9 GALEN JAY HOFMANN . P. E. 8620 AIRWAY BLVD. NEW PORT RICHEY, FLORIDA 34654 DESCRIPTION JOB NUMBER: ~~ SCALE: 1" = 20' - ~V NORTH PER DEED UNPLA TTED SECTION 17, TOWNSHIP 28 SOUTH, lu :::J ~ ~ "'C ..c: "'i-.J '" 0) C\J RANGE 16 EAST BOUNDARY, TREE & TOPOGRAPHIC VEL VENTOS WEST PINELLAS COUNTY, FLORIDA SURVEY I I ~ 18 f..'O~ ~~ o ~c,G ((0 v~'v <J ~,. POINT OF COMMENCEMENT SW CORNER OF SECTION 17 SECTION 19 78' \ 78' 66th STREET NORTH (63' RIGHT-OF-WAY) ," "t. 00'24 '40 "W(D&M) .' \ 1 38. 81" IMPACT AREA 3 \ AREA= 80.34 S.F. , rr,,,~ 1" WEST BOUNDARY LINE OFt-HE SW K OF SECTION 17 BEARING REFERENCE' CONC. BLOCK WALL 278.80'(D&M) W SIDE OF WALL O.2'E ~~ "t 4 I:l ~ ~- /25.0' SETBACK LlN J 79.90' /0- / r // / I ;1FF= ?t.701 ~ /L6T~2 / I / / 1J- I J.B. 1 , ~ I T= 9.30 II INV==/ 72.27' 1>8- /"--- - -Bf)' / ~ 7tJ/~ ~ to 22.50' D WNAGE EASEMENT ,~ "t. EXISTIfIG 8" ~M. "t 78.26' fJ,' 'It 78.76' I s ~ 8 ~ 7pfJ}[.JLOp'E _ EXISnNG S W ALE TOE OF SLOPE _____fJ 1':;- -'I~'!l --;" - - - - sgTIQN. 2fJ-. _ . - MES tNY - 75.~, s ~ .e.. ,'!l ~ "t ~EXISTING 8" ~M. '!-o 0) 'It 1'~0 . EXISTING 8" W.M. ",,~' o ~,I INGRESS/EGRESS EASEMENT ~o ) C l' I (OFFICIAL RECORDS BOOK 5606. PAGE 564) l' 0 q lob 78.15' 77.98' ~ J 1'''' 1" ~ ~~----- 'lilt . 4 .. 7847' ---..... . 4 ~ 0'- 4 .\;!~ s ~ 8 lJi \'Ij _ ~OP...2f BAtfL - - f'i:WoF7WlK' - - -~ - ,,'0 10.00' UTILITY EASEMENT I EAST RIGHT-OF-WAY LINE .............. 4 .............. 8.,\' '!l .............. ,,~ -.. 79' ~ TOB = 79.0' ~ BOT = .5' e. \... ~ 8.00' .......... ~ DRAINAGE .......... 79..' 0) EASEMENT C\J .. TREE LEGEND $ = CAMPHOR 1$1 = CEDAR o = CHINABERRY ([) = CITRUS * = EAR TREE <8> = MAGNOLIA @ = MAPLE o = OAK #ffi = PALM & = PINE PROPOSED CONTROL STRUCTURE FOR SURFACE WATER BODY SW TOP= 79.00' INV= 75.76' BOT= 75.00' I I I I I 10.0r I II" I '!l" '1'0 I ,,'0 I I ~ ~ I ~ I Co!) ~ I ~ I ~ 7.0' WIDE BYPASS SWALE 18- G TOB = 78.6' BOT = 78. 1 ' ~ ...... -..J ~ ...... -..J eJ It ::s CO ~ t- ~ 0 -..J ::s ~ - fa ~ CO CONCRETE HEADWALL TOP EL = 77.78 SLOT (2.0' WIDE) EL = 77.26 SKIMMER (0.5'x2.3'xO.66' HIGH) TOP EL = 77.69 * EXPAND SHOT TO 26" AT SAME EXIST. ELEV. * CONSTRUCT /. 7+ " DIA. ORFICE @ INV, EL. 76.20' 77.0 -- -- ROPOSED GRADE ~ ...... -..J t- O -..J 80.0 79.0 78.0 77.0 76.0 75.0 74.0 ~ "Ib '0;' . .. tr) 'It ~I ~~ ~!/) ::s~ ~ ~~ a~ ~~ ~l5 ~.... ~ -.;:. TOB = 78. 1 ' BOT = 77.6' , ",b' I ~ ~ ~ ~ c:) ~ ~ ~ ~ ~ c:) ~ ~ ~ 5- #ffi '!l "Ib 80.0 79.0 78.0 MA TCH EXIST. GRADE EXISTING ELEVATION 76.0 'I'O~ / 75.0 ~ ~ REMOVE 75' LONG UNDER DRAIN'g 79.25' 79.20' ~ ,,'0 74.0 SYSTEM, SAND-FILTER - U D REMOVE U. D. CONNECTION AT WEIR &' PA TCH OPENING . ~ ~ !.lJ ~ ~ ~ ~ ;:: l5 i:!: ~ ~ 7.0' WIDE BYPASS SWALE SECT/ON C-C ( 1 00 ') ~ IMPACT AREA 4 AREA= 1,157.74 S.F. IMPACT AREA 1 - 2,907.27 S.F. TOB = 78. 1 ' IMPACT AREA 2 - 1,238.67 S.F. BOT = 77.4' IMPACT AREA 3 80.34 S. F. - PROPOSED IMPACT AREA 4 - 1,157.74 S.F. 77.9' TOTAL IMPACT AREA 5,384.02 S.F. 77.3' - 75' LONG UNDER DRAIN SAND-FILTER - U/D SANITARY MANHOLE RIM EL = 78.30 E INV = 73.67 (8" PVC) W INV = 73.65 (8" PVC) '0 ,,'0 . 7.0' WIDE BYPASS SWALE 8.00' DRAINAGE EASEMENT J.OO'(M) TO w/c II~ IP "t. ,,'0 RNER NOT SET' (INACCESSIBLE) TOB = 77.8' BOT = 77.0' ~ '1'0 ~'!l ..~ "t "t. ~ ~ I ~ 78' ~ Co!) ~ " ~ ~ PROPOSED GRADING & STORMWATER DRAINAGE PLAN Sheet 4 of 9 ~ GALEN JAY HOFMANN , P. E. 8620 AIRWAY BLVD. NEW PORT RICHEY, FLORIDA 34654 ADJUST TOP OF BANK OF EXISTING SWALE LOCA TED ALONG VEL VENTOS DRIVE AS NECESSARY FOR THE ENTIRE LENGTH OF SWALE TO A MINIMUM ELEV. OF 78.45'. I:: ~ ~ ~ ~~~ I ~ .--C.I)I~ "'i ~ --<:Ii,.......- r-l ~ --<:~ ~ I ~ ,-(i)~ "'i ~~~r-l . ~ ,..J./)~ ,.... - - -- JOB NUMBER: -- --- --- -- ~ ~;J " .~>~,.... I:: ---r-:: ~ ~~~,.... 1 I~ .---n,~ "'i ~~~r-l REV DATE DESCRIPTION BOUNDAR~ TREE & TOPOGRAPHIC VEL VENTOS WEST PINELLAS COUNT~ FLORIDA I I ~ SECTION 19 POINT OF COMMENCEMENT SW CORNER OF SECTION 17 TOP OF BANK - -- - - - - -0- - . - sgT/f>>I. 2C-.. -MES INV = 75.~, ~LO~E _ EXISnNG S W ALE TOE OF SLOPE ffW or 7!f.lRK - - - CONSTRUCT DOGHOUSE MANHOLE OVER : EXISTING GRAVITY SEWER T= 78.90' INV= 72.72' TREE LEGEND $ = CAMPHOR * = CEDAR o = CHINABERRY 8 = CITRUS $ = EAR TREE <S> = MAGNOLIA @ = MAPLE 8=OAK '* = PALM & = PINE CONCRETE HEADWALL TOP EL = 77.78 SLOT (2.0' WIDE) EL = 77.26 SKIMMER (0.5'x2.3'xO.66' HIGH) TOP EL = 77.69 * EXPAND SHOT TO 26" AT SAME EXIST. ELEV. * CONSTRUCT /.94 " DIA. ORFICE @ INV. EL. 76.20' CONSTRUCT 6" PVC SANITARY SEWER SERVICES FROM EXISTING MAIN TO PROPERTY LINE PROPOSED FIRE HYDRANT ASSEMBLY W 8"X6" WET TAP AND 6 G. V. SANITARY MANHOLE RIM EL = 78.30 E INV = 73.67 (8" PVC) W INV = 73.65 (8" PVC) .,., ADJUST TOP OF BANK OF EXISTING SWALE LOCATED ALONG VEL VENTOS DRIVE AS NECESSARY FOR THE ENTIRE LENGTH OF SWALE TO A MINIMUM ELEV. OF 78.45'. c: C'l' ~ J:::: fd Vj ~ ~ ::J )... ~. !::S ~ : ~ -: i!: Q::. c. ::t. SURVEY ~~ 18 '. '. I I 1 I I I I 10.0r I I I I 1 I I I 1 '. '1 :: I. :.' I' :.' (~ ~ ~ 'j' I --' --' ,...-'~ . t~~ ~ / ~ ~ ~ ~ 16 t --' ,....-J r;-' ..... ~ --' --' ,....-J. - --' ,....-J f--'~ '. '1 '. --' --' ,.-0' '1 I 1-- --' t=: r1 14~s~ 1 ~ :;t --' --' ,.-0' "... 1--' ,....-J ,.-0' r1 --' ,....-J ,.-0' ..-t ,....-J ,....-J ,.-0' ,.... 1--' ,....-J ,.-0' r1 --' ,....-J ,.-0' ..-t .,....-J ,....-J ,.-0' ,.... I,....-J ,....-J ,.-0' r1 ,....-J ,....-J ,.-0' ..-t ,....-J ,....-J ,.-0' "... ~ ~ ~ i::: ~ ~ I~~~ --' ~,.-o' "... 1--' ~,.-o' r1 --' ---<:!,.-o' ..-t --' ---<:,.-0' ,.... 1--' ,....(i'),.-o' r1 --' --' ,.-0' ..-t --' ,-C./),.-o' ,.... --' ~;l --' >,.-0' ,.... I~~~~ --' --' ,.-0' ,.... 1--' r-f"l'1,.-o' r1 --' --' ,.-0' ..-t SCALE: 1" = 20' - ~~ NORTH PER DEED UNPLA TTED f.,.\O~ ~<< o (vc,G <(0 v~'v <J <<" N OO'24'40"W(D&M) ',,'., II'..",'" , . I . I . s ~ :::-::- ~ " "",EXISTING 8 ~M. 0) ..,. . C\j...... ". ..... . .... . '. . 138.80' ....... ~ g ~ I- EXISTING 8" W.M. INGRESS/EGRESS EASEMENT I (OFFICIAL RECORDS BOOK 5606. PAGE 564) EXISTING 8" W.M. ;""l'" r;uy POLE BOTTOM = 68.0' ASSOC/A T/ON TRACT RECONnGURED POND BOTTOM = 68.0' 278.80'(D&M) SNleD IN WALL FOOTER I . ,II 01.:: "."' . I ,.,1 I " " 'I ': s ~ g !Ii C'ij 8"X2" WET TA . C) It) .....J 10" ffi 8 f;;;: )..:5 g" 0 ~~ ~s; ~ ~~ ~ coflJ .1 ~ 1S" ~tIj 0 7" ~ 5" ~ FLAGPOLE 0 LOT 2 LO~6"1 13" ~ C(J" 22.50' DRAINAGE EASEMENT 7" 8 ~--- _-.L_ 7.5' DRAINAGE EASEMENT '~G)" 8 4~5~ 10"1$1 ~~7~11" *~ ~ , g" ~ ~" 7" ~ 8 rOOT 3 ~ ~ n l> 4 ~ROPOSED 31 L.F. 2" PVC ~TER SERVICES AND METERS t'l1 6~S" S" 8 4iEJ" 85"~~6" 8 6" 10" r;) LOT 4 I ~ ~~ it)L;S r....: ~ ~ ~ .. 1S" OW-SITE WETLAND JD105 PROPOSED ON-SITE POND #1 20" o 10.00' UTILITY EASEMENT ,- 12" 8 7" 8 53.7' 24" o 15" o 13" o 20" o W SIDE OF WALL a 2'E ...~., '.' I '1 ." II ." . cll~e '. ." otlC~f;TE '}.' c SECT/ON 17, TOWNSHIP 28 SOUTH, Lu :::J ~ ~ ~ ..c: ............ ~ 0) C\J 'I '.' 66th STREET NORTH (63' RIGHT-OF-WAY) -f- . . ,I" . .", .., I I I 'i' ~ g 1 EAST RIGHT-OF-WAY LINE 7.0' WIDE BYPASS SWALE ~ ~ cll~e . col'lC~ . .' '}.' .' 7.0' WIDE BYPASS SWALE GALEN JAY HOFMANN . P. E. 8620 AIRWAY BLVD. NEW PORT RICHEY. FLORIDA 34654 DESCRIPTION RANGE 16 EAST . . 0)' "') ~I ~~ ~!/) :s~ ~ ~~ Co:i ~~ ~~ ~.... ~ ~ 3.00'(M) TO w/c ORNER NOT SET' (INACCESSIBLE) REV DATE POTABLE WATER & SANITARY SEWER PLAN Sheet 5 of 9 JOB NUMBER: 3nN3/\'v' LOL6Z I ~r- gs <:s::> Ii tu~ ~I 1'. V)~ ~ ~ ~ (,Q (,Q \; \1 , ~ ~ ~ .... ~ I ~ ~" I ~ - '" i Ii -I ~ ).. Ii ~ I ~ ~ / R! / / /~. / / ~ ./ /' ./ l (W:J1(}),~6'v6~ ~ ~ , Ii! , . 2 . I !ICl ~ i , S . K - il? :: ~ !'j .. t::: ~ 6:l ~ . II ~ II ~ ~ .... ~ a.: ~ -' i:!: (5 gs ~ ~ V) ~ <: ~ ~ I ; ~ ~ ~ ~ g il?- ~ ~~ ~ ~O~ ! <:y 0- _ I I co Ii - I ~ ~ (!)M .111 G~ - NIl S (:MII.I) n.,~_. IN ~ .~ I~ TAt ~ i i ~ I~ ~ ~ M ~ .~. = ~ ~i hi : OJ ~ 1.13. I ~ I I~I I I I I II I ...j 0#' '" .~. ~ I~ I I ! II : I. I ! U I I! 5'~'5 I ~! ~Iil~ ~ I 9. . I , . '. ~ . . ~ .. \1 . . I . ~ - . . . . . . , lo; . ~ ~ BASIN S\J (AREA - 1.591 ACRES) \JETLAND DRAINAGE (AREA - 1.140 ACRES) .... I . ~ ~ . . ~ ~ ;. .~ - ,f "'.. 0 W li.H': . ~ _ _____ ',',',',','.... ......,'.... .,'......,'......... ..,'. ....................,'....'?i,..................,'..............,......,'.......... . ......... .i,........ .......................... .,'............,'........... '~....:..,'.......~'~'>)!.,'.. ....,.,.... . ..... '.~.. . . ...., ,':::::..:..............:,'..... ......................:.. . ,'.::::: ::~: ~:~:~:;:~: ~:. :~: ':::~:~:~: ~ :~:~ :~:::~::: ~{:~: }~:~::: ::~::: ~~ :::::}: :~:~: ~ S~:~:~ :~:~:~: ~ :~:i ~ ~ :~:~: ~ .~. ~:~:~ :~: : :~:~::':.: ~:: :::: :~:~:~: ~: :~:~: ~{:~:::; :~{.:.:.:: }~: r ~:~ ::: ~:~:~ :~: ~:::~ :::;::~ :~: ~:~:~:::::::::::: :~:: ::: ::::f;: ~:; ::: ~:~ :~:~ \~:: :::::". ":: .::.:::::: ::: ::::: :::::::: ::~ :;: ~::. ': ':': . . .' :.;;:::::::::: ::%t~r::::~: ~:::::~:~: ~;~:~:~: r: ...., ... ...............................................,~...._......:w........... ..........,..........~......, ..................r..;';..~. ....,............... . ................ ..........~.~..,.., ".:.:::.::::::: :::.::::::.::::: :.:::::::::: :::::':::::::::::::::::':::::::::::~::::::::::::::::::::';'::::::::::m.~~:::::::::::::~':::::::::::::::::::::::: ::::::::::::::::::':'::::::::'::::::::::::::::,~::::::::. ::::::::::::::::::::::::::::::::::::j:::::::::i-:::::::::::::::::::::::::::::::::':,'.. . .:.:.:......:.....::: "'::.. .:" :: .....:.:.:.:.:.:.:':......:.:.:.:'. . .,'..... ,'....:,'......... ':........,'...... '::::::::::~r;;;"""""":"""""I,':"",'.:.. '..' ..,'....,','.......~.......:,','....,'....:.. .....................,'......,'..........:~...,'.....'!i..,' ...,'..................,','......:;~...:....,.....,','............,':ji'.. '.~ . ..:. '.. . 'f.,':""" . .,'....:..,','.. .. ..... ....,'........... ....... ....:: :::'::'::::::::.:::::::::::::w:::~::~::~:::::::::::::::::~::::~:::::::::::':::::::::::. ':~:"::'::::'::::::::::::: ::::::::::::::::::':::::::::::::::::::::. ':~":'::':.:~:::::::::::::::::::::::::::::::::::I::::::::::::::::::::::::::::::::::.::.. .:.::':'.:, .~.:::::::::::.:::::::::::: ::.::::::::::::::.:::::::.:....:::...:...:::: ::::::::~::::. \ ''''''''J:; ..,..,... ...,..........~.':':':'a. ..,...... ............,.......~........,....I...........oo',.... . ..1.... (............ .....,..,.....~::. .~.... ... ....:.:::::::::::::::.:::::::::::~:tt~:~:~iill:::~:::::::::J:;::::::::: . '. :::::::::::::::::::::::::::::::::::::::':::::~:W::::::::::::~~:~~:::~.~. :Y::::::' .,::::::::::::':::::::::::::,,:: ":':::::::::'::::::::::::::~::::::::::%:::::::::::'~~':" ....:.::::::::~::::~::::~:::~::::::::::::::::::::::::::.::::t '.',.. :.::{::::::::::::::::::::::::::::::::'::::::::::::::::::::::::: '+: :::::::::::::::::::::::::::::::::~::::. :::.::::::: . ::::::::::::::::.:.:':::::::::::::::::::::::::::::::::::::~:::::::J:::::::::::~::::: ..................1..\........ ......... .. ..................., .........~,... ...'I!~..........,.., .... .......... ..........,.......~::\....~..'..r. ':..::::::t~:K:~:t~:~:~ :l:~:~.t~{:}}~:::t~:~. . .' .' :t~:l. .:::~:t~::f.#:~:~ ':;.;:;:;:;.:' .::,:::::.,'..::;:~:;:;:~::;:;:;:;:..~:~;tt~:~:~:~:~:: ,:t~::::: ...:::~:t~:::~:~{ :t~:t~:~:t~{:~:}~:~:t:i:~:~:~:l{:t}~:~. ...J...'..' .................,... . .... ...~:.., ....,.~ .... .....,.. ............ .j..... . ........ ............., ...J....... ...\... I',..:.:.:.:.:.: ;':', '0' "':':':':':':':':':':':'\:'/::':' . . ':':':':', :':':':':. I": :.:.:.:: :.:.:.:.:.:.:.:... ,,:~":':":'il ",:.r.:.:.::. :.::.:.:.:.:.:.:.:,:,- I ','.',','.'. ,','.',":,',',',', II,'.'::,',',',',' ',......'...'.., .~t...t'.~"'..II:.1 ,',', \ .......... ...... ......... . . ...!il........... ......, "'1;' '"r~i''' ........... . ...... ,....,...... ................. ...........~.. ...':;:::::::..: ...::::::::::::::::'::.:::.... . :::::. '. "':::::::::.:::"'" ::':::::'''''''::::':::::I::::::~~N :::::::::::::'::::::::'. :::::::::t .,::::::::::::::::::::.::::::::::::::::::::::::::::::::::::::::::. :::::::. :.:::::::\:::: \ :..... ....:::::::::::::::::.::::::. '.'. " :::::::..... .:::::::::::::::.: .:.,:::'. ":::::':::::I':::\:~":':' ::::::::::::::::::':*. ':~r:.::~:::::::.::::::::::::::::~::::::.:::::::::::::::::,:':::':::i:,:::::::~::::::::::: ::::. ":::::::.::.::'::::::;:::::::::::::::::::::::. '. '. . :::::@.. .::::::::::::::: ::::::::::::::::::::::::::e::::::::::: ..:.::::::.: +::~:;::::r~:::::' :":::::~:::(:::~::::::::::::::::::::::'I:~:::'::::::::::':::::':::::::;:::::::'::~:::::::'::~::::: ........~._.,_.-'_....... ......,. ...... .........,..'11Io.....1.... ......... Eo,.. i.....c\........,... ,'ili',..............,.....\....'i. . " :'::::~::~:':':':':':"""" .:.... ..,'.:.... .:...... ,'.:,.. :::::::::::":. .::::::::.:::::. ::::::::.:::::'::::::::::~::::::::::::. .:::::::: "~:::::::::::::::~'::: .::~::::::::..:::,.:::::::::::.:::::::::: :tf:::::::::::::.:::::' ::.::t: '::::::::j: '::::::::::. .:::: ....I~::.:::"::::.::::::::::::.::::::::::::::::::::::::'::::::::. ::::::::::::::::::::::::~':::'::::::::::::: .::::' ::::':: ':::::::::::::::::::::::::...1:::::::::::: :::::::. ::::~.::::::::::::::::::: ::.!::::II" ::::~::::'::::::::::::::::: ,'. :~:::::::::::::::.:::::'.:::::: .::::::::. ::::::::. '::::. ...............................,.... """I' ....,~,...... ..........., . ...... ...... ....~........ "t.. .. ...........I.~...'....,..,... ..,.. ...... .. . ...,'.... '''''::'''''''':,''':. ,'..............,'...........,'.. ":,"f":":"""''': ....... .,',':..........,'...... .......:::.... ...:... .....:... '..,'. ............ .....: ..:. ..,'......,'......:: " .:..:......:...... .:..... :........... :":":. ...... . .................................t.......f ~. ...................... ... ..... ... ...... ... .1.......... . ........... ....I"....r.... ... . . '.' ::; .~~~: ~~~~ {~~: ~~~~~: ~~ ~ ~~: ~~~ ~~ f~~~ ~~ ~~: ~~~ ~;: :~~f~~ ~J~ ~~~ ~~~f ~: ~r:~: ~r:: ;:::: ::: ::: :::::: :~::::: ~:~:~: ~:~:~:~:~. ~: ~ :~:M 4 i~~:~ }~~ ~~~ ~~~~~: : ~~: ~ :~: ~: h~:~:~: ~: ~:r~: ~:~: : I: ~: ~: ~:~: ~: f ~ :~: ~:~:~:~: ~:~: (~: ~: ~: ~: ~: ~:i r~:~:~): t: . \ . '.~ ..:.:.:::::.::::::::::::::::..::::::::::::::;::::::::::t:::::::::::::::::::.:.::::':::::::::::.:::::::::::::~:::.:::::.~::::::::::::::::::::~::::::::::.::::::: :1' ':::J"::'$:::'::::::::::::::::::::~::~::::::'::::::::::-:::'::::::::f:::':::::t:::.:::::::J::::.. . . . ":':':':':':':':':':':';':';':':':':':':': ':'::'::':'::':. ":':':':':':'~~:::':':':~':':':':di:':':':':':':':':'t.':':':'::':~~ :':'. :'; ::':':' :': :':':':':':':':~~~':':':':':':':':':':':':':':':" :':':'::':': :':':': :.;.:t:':': .~;~:.::.:.:.:.:.:.:.:.:.:':. .::.:.:.:.:.:.:.:.:.:.:.~::.:.:.,::ID.:.:.:.:,:.::.:.:.:.:.:.;r.~.:.:.:.:.:.;.:.;.):.:,:.:.:.;.:.:.:. ':':'~'I:':':' :':':':':':':':':':'e':':':':':~':': :.:.:.:,:.:.:r:.: :.:.:l:':'::I"'~'::':" \ ",:.' .:.:.:.:.'."."::..' .t:.:.:.:.:.:.:.:.:.:.:.:.:...'.:.:.:.:.:.: :.:.:.:.:.:.:.:.:.:,:.:.:,:.:.:.~,:.:.:.:.:.:.:,:.:.:~.:.:.:.:.: :.:.:.: '.':':':!!.':':': ,:,:,:,:,:.:,:,:,:,:w:,:,:,:,:,~,:,:,:,:,:,:,:,:,:.1":.:.'.:.:,:. ':'.':': :',"':':':', .... ........ L.............x:..oI.',' ................ ..........1..... ... ...... ...f...............,..~.........,.......+..... .:1;.... . ::::::::~:~:~:~:~:~:~:~:~:~~~:~:~.~:~:~:~:~:::~~~1.i:~:~:~:::~:~:::~:~:~:~:~:~: .:~:t~:tt~:~:~:r::~: ::::;::: ::::::I::::::::::::::::::::::::::::::::::::~:::::::::::::::::::t:::::. ::::::::~::::::I::\':::::::: .0'........,':0:!!.:......... ":""':::'!!/i,.,w..,'........:....,'..::. ......,'l'....,':.....'..~...............!. ......: ..0','.0'........0'........0'0'........,'.~...,'....0'........~.....,','. ...... ..... ......,'.. ::~::::::::::::::::::::::::::::::::::::::::::::::::::~:;::::::::::::::::::::::::::::::::::i:::;:~i~::t::::::::":::::',,::': .:: '.: , :::~:::::::::::::::::::::::::::::::::::::~::::::::::::::::H::::::::::::::::~}:::: :::::: v:::::', ,'..,'....,' ...,' .......:... ,'......t'of'o''' .....,'..:. .....,'..........,'......o'....,'fo'o'..o'....., ....:....'1/.,'..... .... .t.:,'........:..,','.... .:...... .."ilij.:............:... r:....:. ..., '.. ... '..~. ....,.. :::::::::::::':::'::: :::::::':::::::::::::~.:.:::':::'" .:::::::::::':::::::::::::::::::::' ::::::::::::" ..:::::::::.:~::::: . ::. : .;;;:: ...:, :::::::::::::::::::::::::::::::::::::::.:,'.:...:::::::.:::::::,::,1::::::'::::::::::: .::' ,:'::;(.::::::: ..... .... ..,............. ..................1..'0. ,.............. .. rl....................~:.:.:':..........J.........~... ..... .... .::::::::: ::::::::::::::::::.:::::.:.:....:.:....... :'.:.:::::::.::::::::::::::::::':::::::: ':: :::....::::::::::::: .::: "::::'.:::' :..:.:::. t~.::::::::::::::::::::::::.::::::::::::::~:::::::.:::::::'::~::::'::::::::::::'I'::::I::::::::I'::::':: .... .......:.:",..~...... .... ...........J.. ...........~..I.. '1" ,~............... ...IWZ..........L.......,)'.. .... ..." "":':':::::':::::::':':':::::':::':::::::::.::::::::::::':'.:..." "':'::::':::::::::I::::f"':::::::::::::::::::::.W':: ~t 'j:i:~::::::::::::::::::'::::::::::::::~'::::::::::::::::r:::::::::::::::t::::' ':::::::~.:::::::. I :~~I: ~;~~~~f::f::~r~:~t~~:~~;::~~~~~:;~~~~~~~~:~~~::::;:::::;:;;}::::::~:~ .:::~:~t~~~~~~~:~{~~~~~!:::~~~~:., .::~. :::':~:::" :'::::~:~:::~:~:~:~:~:~:~:~:~:~:: :~::t:I":7.:}~:~:~:}~:~::. :~:~:~:}~:~:}:~::::,:.}rlt:~:~: ....................................... ...... ..............~{...... .... t. .:~.............. ...fB.........J........~.... ...1... I ......,':..................:......:..... .....,'..:........,','......,'............... . """":":""",':""~" ,'...... ""'1' ....~........ ,':.....::..:......... .,' ...::....... ::.J.:..........:... :....,':.... .:,. ...... """:. ....,'.... ..:..... .......... .......,'..:,'. ....,',':....,'............: .:...~.,'....:....,':..,' ....if.. '..: .. .... . .........:......:,'..,','....,', ,.' .:.............1'.................1,'......::... .j'.''' .. :::::::::::::::::::::::::::::.:::::::::::::::::::::::::::::::::.:::::::::::::::';::::::' .J::::::::::~:::'::::::::::::. ::'~'::: ':::. ~: :::::i.::::::::::::::::' ::::::::::::::::~::::::::.::::::::t.:::.:::::::::::::{::::::::::::::::{:::::: ... ..:.:.: :,'.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:':.:.:.:.:':.:.:.:.:.:.:':.:+:~:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:~:' .' .;.:.: :1' ,:.:.~'.:.:.: :.:.:.:.:. .:.:.:,:.:.:.:.:~.:.:,:...:.:.:,'. .:.:.:.:.:':.:.:. :.:.:.:.:.:.:.:. .:.:':':.. ..,',........'.....".."."...'"....'"'".'....'1" 1"""""""" ""... t,.. """'" """"""""",," "'""" .,......, .... ..;:;:;.;:;::.;.::::;:::::::::::::::::::::::::::::::::::::;:::::::::::::::::::::::::':::::l:::'~: ::::::::::::::.:::::::::::::.:~; ::::" ::::: :(1.....:. :..:..:....: .... ...:' .:.: .:.:.,':.:.:...:.:.:. .:.:; ':':':':':':':'. .~:. :.:.:.: ':':"'i'.:,:.:: ~::::::::::":::::::""':::::::::~'::::::'~'::I :::::::::::::::~:: ':: :~:::J:::::::: ':::::::.:::::::::::t:::::::::.::::::::',:::: ..:.:.:.:.:.:.:.:.: ;.:.: ..:::: ::.:': :.:.:.:.:,:.:.:,:.:.:.:.:.:~?;aZ' '.:.:.:.:.:.: ":':':'t" :':.:.:.:.:.:':.:.:.:.:.:.:.:.:..~:.: :':'1' '..,: ":':':'~:':':':':':':':':'::: . : :':':':':':':':':':':':':';':':f:.:.:.:.:.:.:.:.:J.:.:':':':':':':l":':':': ,.... .. ..........'.'.""..".. .....,. .,. I""" .1.....1 I "' .. ...,.,.,.. ",.,...,.",""" .,."...,........... .1. .. "'"...,....1. .....11.. ......::~.... ...,. .......... .,.. ,. ... ... ... ...,.. ,.'..1.....1 .... ,". . "'""" .... .....: :.:.:::::::::::: .:...:::::::.::::.:::::::::::::::::::::::::::::::~::::'::::~:::::::::~ '::::::::::::::::::::::::.:::.:::~::: ':: :: ::::::::j::::::,:.:....:..::::::::;:::::::.::..::.::::::::::::::::.:::::::'::.::::l:::::.:.:::::::r::::: .:$.Bt~:%~:g::~~:~:~a:till:::~:~~:~4{{:~:~:..~..:::~:~:~:~:::~:~:~:~:~:}t~':.: ::..,::: ?:::~::::::::;::::::: ::::::::::::;::::::::::'::::::::::::::::~:::::: :::::::::f.:::::::::::::::'1.'.:::::::' ....................~~...,........ ... ...........JQ...... .........., .... ~I'''''' .............. . l........i'....... .... ........... ..............~....,...... .. """"'" .w.... ...........,.... ........... ................. ......... ........ .... :.:.:.:.:.:.:.:.:.:.:.:..,:.:.:.:.:.:.:.....:.:.:.:.~~ :.: :':':':':':"':':'~':':"':':':':':':':':':'J~:':':':':':.:.:,:.:.:.::,'.....:[.. : ..... '.:.:.:.~:.:.:.:.:.:,:, .:,:.:.:.:,:.:.:.::.:,:.:.:.:,:,:,: :J':':':':':':':'~ .:.:,',:.:.:,:y.:,:: ..: ,','........:.:.:.:::::~~~::{:}~:~:~:!:~:~:}~:~:~:~:~;:.:,:.:.::~:~:~:;:~:;:~:~:~:~r:f.::~;~:~:~:~:~:~:}~:~:~:~:~:?'~::'II .~. ::::: ::: (::::::::::::::::::I~' '::::::::::::::::::::::::;::::\:::::: :::::::::' ::::: :::::::.:: ::::::::' I ........ . .Si::/..'l'...................):.j:.:.:.............tilllli................c.. . ..\......... ................I........~.......j;... ":':':"':':':':'. ...., ','.,','..:.:.:.:.:.: :...:.:.:.:.:.:.:.:.:.:.:.:,:.:~:.:.:.:.:.:.:,:.:.:.,':.:. :.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:. " '.: .... ::\':':':':':':':':':' 'i;:':':':':':':':':':':"l':':':':':':':';:':':':':':':':/:.:.: :""":.',','.',''''''' w ..,'....,','....:..,'....,'..............:,'....,t,'.~:........:,'....:..,': ....:....:....,'..:..,'.......... .... + .'''1'.':::'','''''''' .:..:......:......:...J ......:......,..,'......::);','..., "::'::::::::::::::::':::::'.': :'. .,'.:.:.:.......' ,'.:,:.::::::::::::::::::::.:::~::::::::::::::::::::::::'~'1A :: :~,...... ..... ,:.\1: .::: '::::::::::::::;::. :*::::::::::::::::::::::::i.:::::::::::::: .:::::::::::::.,:::::::: I .'...,.....,.....,..'.......... ......'"......'"....,".......',"...........f.'.~.. '.'.'.'.",','.'.','.'.',' ..~.. . .',','. '.'." .......I...'.....,...E...................'...~.,......I""'~""""'I',','r",',',' ......... ... ..,..,.................... .. ............ .........,.... ..., .. .......................... ..,................. ... ...,.. ......,.. ""..,...,.,..,... .,"",.,... ,.....,.,. .... .,. ..,. ., .,....... ........... .....,. .,...., ..., .::':':'::::::::::::::::::::::,::::::::::::::.::::::::::::::::::::::::tr;::::::~:::::::::::.:.:::::::::::t::::::::::::::::::::: ::::::'..:.::::::::: ,':':':',' :':l :':.:.:':':':. . .:.:.:,:,:.:.:.:.:.:.:.{.:.:.,':.:.. ::.:.:.;.:.:. :.:.:':: I :::::::.::::::::::::;:::::~::::::::::::;::::::::::::::::::::::::::::::::~::::~:::::::::::::::::::::t.: .::::::::::::::::::::::..M::;::::.:' .:}::::I,.:::::': ::;::::::::::: :I::::::::::::::::::::{::::::::::::f:::::::::::::t.:'::::::::: ...............~'.,.....................,...~............ ...........Y..T..... . .~. 't" ...,..,~.:~....,......,r.............. ... .........,..".'.....,...'.,I~......,"...........",..'..,......,.,'................~...':...., .'.'.'.' '.'.'.'.','.'.'.'.','.'"i:I,','.'.".'.' ,. ',",' , .1. ','.'.',','.'. ." ....1......'.......... ~.I.........J..I.'..'...'...I'..'.. ....,............................ .., ........... ............ ............, ....... ...... "'r.:: ......, i1t:...........J......t......J'... I ',":':::::::::::::::::::::::::::::::::::::::::'::;:;:::::::::::::::::::::::::::.::;::.:::::::.:. ':.:.:::::::::::~:::::::::':::::::::::::: ::::;:::;:;:: .::::::::'. :::::':'" ::':':"::::~~:;:::::::::::::::::::(:::::::::t.::::::::::::~:::::.. .................................., ,.... ..~..'1;0"......... ...... ......\... .....~..............t....t.:....'I,.... / .....:.::::;::::::::::::::::::::;::::::::::;::::::::.:::::::.:::: ::::::::::~::::':..:::.':'::::::::::::::::::::::::i1::: :::::::;:::'. :::::::::'#::::~r:':lI" :':~::::::::~::::::::::::I:::::::::::::::~:::M:::::::'::::::k:.::: ",":'::::::::::::::~:":::::::::::::::::::':::::*~:::::::::::::::::::::::::::::::::~::::::::::'::-:::::::':", ~::::::::":J':::::i:' ::::\if:::::::::::::::::::::/..:::::::'..::::::::~:::" .. .' ~""""":"",''''''(':'~~''''''''':::::::~'''' ,.:,':....,'..,'. . .......J............ '....... ........"..\i..:.:.:.'......,'..' ..'.... .........J.::. . ::::::::.:i'~:~~:::::::::~.:':::::::::.:.::.:.:....,..:.:.::::::::::.:::::::::::::t:..::':~ :::::::::::::::;:~::::,:..:.::::::::.~:.:':::::::f:::" / :::::::::':::Y:~::::::::::::::::':':':':,','" '.:.:.:.:...:.:.:...:.:.:.:.:.:,:.:,. :.::.... ":':'.:,:,:,:.:.:.::.:.:,'.:,:.:.:.:.:.:.::...:.:"':''/,.':'' . ....:':::: :::::: . ":~:: '::::;::':':"'" . ,',':.::::::::;::::::::::::::.::::::::;:::::: ::::::::.: :::::~'-::::::::::::::::::::::::::::::::::::::::::::l::::::::~::::' .... .'. .i';.;,;,;,;;.~ij.:.:':",.:':';';'~o.'.:"i,'. '....... ....................:......:...:.:.:.'j.........'/::.. ., ", .,'.'."I~/Aw.rr;C.T(';:r'Vllil"','''','.'. "'.'," ........:.:':.:.:.'.'-'.,','...:.*:.:':.:..,..,':.. . . .,.,.,..,.. ,....,. .,. A . '., (6r-gr $JOYrI '89 >1008 J.Y7r1) DN/ON'(7 SOOOMNJ.M .. .~ ~ . .. 9 '" . I !lo ~ , \, :.... ~ ~. .~. ~ ~~~ ~ ~~ ~ '~ ~ ,,~~ ~ .~. ~ ~\~ ~ ~ ,,' '~~~~~I ~ :'\ S ~ , ~ . ~ ~ 10I x . .. ~ .. . ~Ir ~ .-- . h I""""" I"'j"!'!'i' """""""'il'!"j'l .......11.'. ... .... ...,............ ... :~}:r~:~: :~ :::-:~t: :::~:~:~:} '::~:~:}~:rf~ /{:}::~:' '"'''' "" ,....,: """" 'w"" """ ...., .....1.... .......,........ .1..... . . . . . ,. . . .., ~ ... .,... .,.. .........,..., .,.....'.....,.,.....,........... ....... '.1..... ..,....,.. " .."............., .,.....,.........1....... """""""" . ..1.., ........ .,.........,......". .,, 1..'...,......1.................. .....,. .1..'.... .... .,....... ,.....,.,...... I...... .......,......,..."..,.,. ,....... .............. ................. o - /fA - 2. 1 11 11 R lTrfHl.rt=fff tt ~l1:t l nnnnnlUlUUUlUl ~.u:um 11 ITQU.l; Xl t:l..t;l1 TT~ lllllll U.11.1~1 U l~ U ~ l U llllllllllllllllllllll llllllllllllll 1 "llllllllllll'1""t'l/h~-l'1 h [ \ rl fllllllllllllllll l lllll .u1:l:"'&lu L 111111111llllllllllllllllllllllllllllllllllllll 111llllllll . at 11 ~ 'Lt :Ill · t:t or NOu:J3S :J() 3Nn I.Mf1NnoB H.U/ON la ~ ~ ~ c:l ~ ~ ~ ~ u ~:i N~~ iiIJ "',,::t: .... ~". ~ h~ ~ ~c:l~ ~ ~R~ .... ::t:1~ ~ . " I~; I C)~ Q iil III .. ~ = '. I ~~~ . . lIee ~c:l~:g ::t;a!'i!'i ~~"" iiIJ II II ~~ Io.IOt REV DATE Sheet 6 of 9 EXISTING NODE DIAGRAM St1 DESCRIPTION JOB NUMBER: GALEN JAY HOFMANN. P. E. 8620 AIRWAY BLVD. NEW PORT RICHEY. FLORIDA 34654 / .. ~ ~ II li::i ~ :: eJ - Gj 0.: -.J ~ G ~ U) <: 3nN3/\'r/ 4lL6Z 1~(N'ao ~ I Q:: o <:$:.' i ti~ ~i 1'. U)~ :S ~ <0 <0 BASIN 1 (AREA - 1.300 ACRES) ~ ). I ~ I ~ ..11111.1.11""'..0..111'".1...1.'1111"" .....,.......11.,..11.....111.,......1....' ...111..'.11.....11............1,.......'" ..............11....".......,..........,. ..11.........................1....11..111. ...."....1................1............... ....,.............11........1'...'"1...1.. ...."....11...................1...111..11. 11."'"I.f.,,'..I.I"'O"'.I,.OIII'"IIII.. ..,....'..'1..".............111..0.11.0..0 .,..........................10.........,1. ..'........01.......111......'0...'........ ...............,.......................... ...............,..............1...".,...., ......................".....,............ ,........."..,............,....'...1...... ,.............""".................,..,. ...............,.,...,......."......,..... ..........".........................,.... ~ \1 \\ ~ ~ . ~ / /~ i i i t .t / ~. / ~ ~ ~ I ~ I ~ ~", / ~./ ~ ..~ .,. ~ ~ ::I / lu (6t:-9t: $3fJVd '/19 >100 .J.Y1d) .~ lu .,...\1:1 ~ '" I i fJNIONII7 SOOOM ~ i .....1 :; ..~ ; (~/ q ~... ~ ~ i( 1'1 D (NJPO),~6''''6~ '" ..., ~ - . '.. 0.. yt ~~.6i - ~ --.. ... ( ~ ~ ~ ; .." ': :~:::::::::::::::::r~~%:i:::I::::::::'::::i:::::::::~:]~ ~ ~ - ".............~ '" ~ .... ,........:..,...... . ...,.;.;.;.~:.;.;.;.;..~.. .................... ..... ~,~ .........r;... ................:................ . ...............~.:.:.:.:.:.:~.:.....~.:\::.:.... .... ..*~,....... i -m~ .:.:.:.:.g.:.:,:.:.:.:.:.:.:.:,:~.:.:.:.:.... . I::::::~::"""::"':":: .... ":':':':':':::::.~':':':" ~ 1;I't ........ ..:':':.::::.:.:.:.:.:.:.:.:.:.:.:.:.... ...:....~.:'f.o:.:.:.:.:~:~:.:.:.:.:.:.:.:.:.........:..:':.:.:':':':'.:':':':'. .. &. .:- .....:..............'.'........., . ",''''. .......'.............'... ....',.............:....,.... ". ','.'.','.'.'. ','''. ~ . / - ~ ~ . · , .:::::::::::::;:::::::t.::::. .:....f:....~::~:~~:~:~::::::::::~::::.: '.:::':'~::::.:::::. ... - lilT - -....... ....... ......~ ..J.... ............ ..,...........~......~.... .., ~ __ - l!!... - ... ~~.:...:::. . .:::,:::::::' . ::::::::::::::::::::::::::..:...':.::::::::::~:::::::::::.:.:*::::::::~..::::~:::::..:.:.: ~ \ ~ ,......,........);i~~.. ).... ,...... .................. ..... ......~...:~ . fD, ~ ....,.. / lo...,~ " ':':.:.:.:.:.:~':.:.:.:.:':.:.~.., :.:~.:.:.:. :.:.:.:.:'... ,:. ":':':':':':':':':':':':':':':':':':~':':':': ':':':':':'. '.:.:. I A 15~ ..... ~.::.- .....~~............, . .... ....,..... ...........,..,.... ,.......... ... V' ll!l; ~ ~"" . .:.:.~.cr.:.:.:.:.:.:.:.:.:'::.:.:.. .:.:.:' .:.:.:.:.:.:.:.:.:.: .:.:.:.:.:.:':.:.:.:':.:.:.:':.:.:.:.:. :':':':'\:':':':':':'(:':'. I ei= ~ ~ I' , ..,.... . .:.:...:.:.:.:,:,:.:.:.:,:.:.:~.:.:.:. :.:.:':.:.: ~:':':':':':':':':':' :':':':':':':':':':':':':':':':':':'::'i:':':':'~:':':.:.:.:\.:.:' ~'. i l\ \; '\' ' ' . :. . / __ ... 17_ ~\. J "::::::::::::::::::::::::::::~:::::::. "~:::::::::: ~.::::::::::::::::::::Ii.::::::::::::::::::::::::::::::::::~::,::::::::.:;::::::::::~::::: t !. ~ ~ ",: ;: ; ..... :~~:::::::::::::::::::::~ X.it::::::::.. }:::::::::::::::::..:::::::::::::::::::::::::::::::::::::::::~::::::::~~:::::::::~:::::: \ 11lIm ~ ' . ...... - ..~~;..........., ~:::;... ................................t..:t....y.. \ i ~I'\ .... t ~,\,:::~,:.:.::::::::::::::::::::~o/;:;. ':~"':':::"::\'::::::::::::::::::::::'I:::::::::::::::::::::::::::::::::::j:::::::::\::::::::::::::::, ~ . ~ .;' - ...,.. .ili...........:..~.......... '...:.... " .......:.............. ............................:....'......................i..... ~ .... . .... ..1 ,...... "..,...". 'CCo.'.,...I"....,..'.'\......... ~~V ......= ,.... .. .... l'':. .......... ..:,:.:,:.:.:.:.:.:.:.:.:.: :W":':':':':':-:':':':':':':':"':':':':':\':':':':':":':'. I ~ ~. / I~:"":':~:"":"":':'~:]" ...1......... ....~......:............... .," .......................:....i..........~...........i. ..... Ito .. .....:.....'i,.................... '.,........ ........................... . ......................:............... .......... .... '\ \ r\' I :/ :.:.:.:.:.:.:'}':.:.:.:~.:.:':.:.: .:..,:.:..., :.:,}:.:.:.:.:.:.:.:.:.:.:, .' .:.:.:.:.:.:.:.:.:.:.:.:.:-:. :.:.:.:. :.:.:.:. '.:.: II \ '\ \ '\ "!II 7 ..~~~.....,..,...... ...'1.. ............................... ...... ...., ...V 8 / .. :,:..:......... '.:.. . ......... ',:.1.:" :':'. :':':':':':':':':':':'I'~':':':':':':':':':':':':':':': ":':':':':'. :.:.:.:':': ':':'. :\ ~ Ill. ..,...... ......., ~"::~' .. .....,..... '~'"'''''''''''''I''''''~''''''''' . " -, '....:........... ................ ..I:..... ..... ..................... .... ......................:....... ............\............i..... J!e- ... iir.: .,........JI......'.,......:......,': .'\,':. '.', '.'.'...'",':.'.'. . :..,....'.'....................'......:..,.....'...'..."...... \ t :':':.~.:':.~1i: .:.~.:':.:.:.:':': ":' .:.:. :':'.' :.:.:':.:.:.:.:.:.:. '. .:.:':.:.:.:.:.:.:.:.:.:':.:.:. .':':':.:':' :':':':':':'.':':':" ~ T '~'. ... · eo ... &;.:::::::::::::::::'f:: :::~:::::::~J: :;. '.:: :::$.:::::::::::::::::::::::...)~:::::::::::::::::::::::~;:::::j::;:::;~::::t::::::::::::::~:::::: , , . - .\IIi,o -.:: I ':':':':':':':':":':-:;:':':':';.:0: ":'.': .:.. .:.:.:.:.:.:.:.:.:.:~,i:.:.m;::.:.:':.:.:.:.:.:.:.r:.:.:.::.:':~.:.:.:.:.....~:.:.:.:. ~ . . , . _. .l:'l · .........~........... . ,.. ""'''''lo:.:''''':w.:r........'t......(..tlir'' \ ! ~,~.~~d . . ,I!:.L ' .:., , ... -.. -';S :::::::::::::::::::~::::::.::::::::::., ..:::::M :::::: ::::::::::::::::::::~::::::::::I:' .:::::::::::::::::::f::::::::::.~:::::::~::..::::::::. . , . I..... -Yl.. ... .........1................... ......... ......r...................:................ ........:......... ...............1........1.. ...~........ , ,.' . " '... ..... r,r.:F......I.................... ........ ......~....................................... ..........:.........L.............. ....... ..... ......... [\ ~ ~. .'. . r.:~;~....t.......:..$ ........ '....r..................:................'.. ........:.........l...............~..... .....~........ -X / t::; ~~! ~ .. .. .~,~.,.- - -. . ~ __ ,.H IiIi4.:Ili:::~:j:~:':::..~: .:itlI1IIIIIt::I::iIiIiImilli:iI 'IiKI\tV 11 11 ~ )\ ~ -...., ...... ....... ........:.:;..::........."....1... "!:I:' .'. .........................................................:........,......:..........1... .........t......... 0 IT I\; \ \' -.::. '" ....n..... ...............t........... .f......................................~::::::::........:........,.................~..... .........(...,......~ - 1,,1 ~ l\j\ ~ - ........ ................,;j/.. ... '.". l........:..............:...............;i/;j........:........I.'..............'(...;.. '......'1"........ A 2 1 R ~ I\J '\ ~ ~ - ::::....:;::::::::::::::::iit::.~::: '''::'1'::' ....~::::::::::::::::::::::::::::::::::::::::~.::::::::::::::::::t..:::::::::::::::::~::::: ':::::::::::::::::: - . ." ". ."." ''I: 1...::.....'.....1.."... r'l' .....,...........,..J.:.'......................... ""1"" I "N""" "."....". ...... .. ......:..............,i,....... '... '.....................................~.................. '......:.......... ..... ......,t'........ .."" . ........., ~ 1\ '\! ~ \' ..... .........................;....... ' .... .:tf.................................~.................I......:..........f..... ......,........~. ~ ,I. ..., ".,' . ~ \ '\ \' \ ..:.:.:':.:.:.:':.:.:.:.:. .:.:.:.~....: .:..:.,~~:.:.:.:.:.:.:.:.:.:.:.:.:.:-:.:.:':':...:f:...:.:.:.:.:.:.:.:.:,.:.:.:.::.:.:.:.::.:,:.,...:.:.::,.:.:.:.:. s ../" .......,'. - .... ' '::~~;;.vr'::::::I' l ::::}::::::::::::::::::::::::::::::::::::~"::i:::::::::::::::::::::I::::::::~::::::::f:::::::::::::::~::::::::' I ~ 7'-..,"" "',""" ~~,. ~ . " ............ .. .....~... t. ..0/..,............... ............,..................J.... I ,,' :,:., B '\.~ '\ \ '\ k - ':'. ....,...... "I' :':.:. ., :':"1:':':':':':':':':':':':':':':':':':' "',: :':':':':':':':'/:':':':':':':':'f':':':':':':':'/:':':.:.: /I. ..;::: k I:: Ii!' '(~ ~ 1\ . ~: \ ,\1\ . ,~~; " ~ :::::::::~:::::.::::::~:.::. :::: :::::: ~: :::::(::::::::::::::::: ::::::::::::::::r.::z;.:::::::::::::::::t.'::::::::::::::'J::: '::::::::::::::::::1::::::::: /) / ,X ':}, :s 5 ~\ \~ l'-,\" 'I' 'VT, -.- ................\'. . ... '1' ..t........, """".'1:.:.:/'''''''''''''''''' ........I,.., / ',' ., 0: I ,\ \ ~ ................................r...., ...... 'r ...,:...:.................:.................................:.E......:........................:,:........ .:.::. ~ ~ ' " ~ IU!::::::::::::::::::::::::::::~::::::. '::::: :~ .:,:.~:::::::::.:::::.:.:.:.:,:,:.:.:.:,:.:.:.:.:,:..:.:.:.:.:.:.:.:.~:,:,:.:.:.:.:.::.:.:.:.:,~.rJ, V ~ :::. ::: ~r\ \' I...:::::::::::::::::::::~::::::~:: .::::.. .:: ::::::1::::::::::::::::: :'::::::::::;:::::::;:::::;:::::::::::::1:::::::::::::::: .::::::::;:::;:::t.::::::;: ':::: ../.. Iii l, \' . ';:::::::::::::::::::~:::::::\.l::I::' ::;::l;:::::::::':'::::::::::::::::::::::::::::::::::::::::::l::::::::::::j:::::::::::::::t:::::: "::::;"" i::' !&! ~ ~. ., T'''''''''''''lf'''' , "'i"'''''' '''''''''''''''''''''''''''''}''''''''l'''' .,., 1\ ~ ~ l\::;;: .AI :. If ...... .:.:.:.:.:.:':.:.:.::.:.:~.: .:-::. .: :.:.:.:{':.:.:.:.:.:.::.:.:.:.:.:-:.:.:.:.:.:.:.:.:.:.:.:':':-V':':':';':':'{:':':':':':':":':':':' ........ ...... I\~~ \' '\ ~ ~ l\ \. ~~ .. ~ ~ W~~ItItt~~~:i.:: :::j: *~ltrrr:~tIIIttrtr)ftrtt~ttIHtf "'\::v {t'" ~ ~ ~ 1'\1 ,\ ~\ ~~ [\. . ~ ~:~..............:............:I.. '.;?! ........~............., ..1.............................:..,..........:..,1...............{....... I ':: :::: ~ ~ l'l '\ ~ '~ ::':':':':':':':':':':':':':':':'r..:'~ :':':':'f':':':':':':':" .:.:.:.:.:,:.:.:.:.:.:.:.:.:.:.:(.:.:.:.:.:.:.):.:.:.:.:.:,:.:t:.:.: ::; .:.: ..... 1\ .t\~ \ ~ \. ~ :.:.:.:.:.:.:.:.:.:~.:.:.:':::::t:...:. ':~: ~::,':.:.:.:.:.:.:.:.:. 'i:':~':':':':':':':':':l':':':':':':~':':':':':':':':':' .:.:.:.: I '::V :~: ~. 1\1\ \ ,~ ~ '\ .:::::::::::::::::::~:::::::::::~;~ ~ :::,:::::::::::::::::: ::.:.:::::::::::::::::::::::::~:::::::::::::::~.::::::::::::::f':::::::' V:::. :;: i!, .,,' \ .....-- - .....J-y - .~t.~"""I'''''~: ~:::l':::::::::::::::::' :~::::::::::::::::::::::::~::::::::::::~:.::::::::::::::.:::::::: I :~ ~ {i )l.. ~ 11.... "....~'.. ..,.... '.'.' .'.....'.......'. . :;r..../..,..............,'.............,....,.........t',.,.f.....,.. .;. :.:.') Ii I~ ................':i......;.... ......., .... ..................!...Yi........................4..............:t.............:(."'..... /V' :::: / ~ ~ lit IP 'w " ~ .........~~"'r...... ..:.:. .... . ....... ';1;l;"''''''''''J'''''''{:''''''1;'''' ~ .... .... '\ ......;..- ... V il! J~" '" . ..........:J ...... .......~:::I.....~, .............i:'i:~:....................f-'.........~............i:...... I Y :::'v:;:;I / v:: - I " A" .......... , _.,..:::::::::::::::::~:' ::::::'::::'if.:'i '::::::::~t' :::::' .. ::::::8.....J.:::::::::::::::::::::t::::::::::::1.::::::::::~:.::::.. / /V :::. :::;I~ / ~ t..l . "" -..,.ll":",..,..,.:.J' ....,., tl.t.I.. ...... ,...,......." .....'/,...,.,f.... .,' V " ~.....:..............:~::\i::r... :.......... ............. ...., ,.......... ........................... '......... ................... t ::: ~ / :::: '1e>~. . I . . J . ....:.:.., ....:.:.:.:':':.:~:::.:.:. ~':':':':'; ":':':':':j :':':', ... ..:.~.:.:.:.~.:.:,:.:.:.::t~:~:~J":':::~:':':'X:':" ;::: V / ';:; / ::I 1/ I ',," " " I .~"........:.:,!/.=.... ..... .............. ...... """"~"~:'''W'''J... / ..... ~ I i\ '\"~~~ ran . . '. .'. ... " ..,.....:.:.:.:';:.::':.:.:.:':':.:..:'. ,.t:.:.:,:.:,:,:,:.:.:.:.:.:.:.'l:.:.:.&r\': :.:.:':':.:.:.:':.:.:..',...:,...I....:':':.:.:.~:':.:.:,:,:~,:,' .:.:. / :, ,,\\:t \ \ \ \ . ',' ... ' , I,. !ioj;.......,...... ............,.....t ...~ .........,.....",,,....("."1" V ... ~ l!s ~ / I .' . . . .. ", . ',' :::.: .,.:0::::::::::::::':.......:....:':..'::::::::::::::::::::::::::::::::::': :::::...:~:::::::::::::::::::::::::::::::::::::::::::::'::::::::::~:::~ :~:~ / .1, ,,\ ~ !\~.\.\~"':~ "\ ~'S A'.' ~ .:,~. ;i:....:~.:..::::.:..!~_[ili)::::;::y.\ji/.. Y i 1 v/ .G: ,\.\ ' .,,'-~, ,> · ~ ..' -'-. ~ . . .;"::-:~"'''''~''- ~\ iVVi ~. ~ l\ :\ \ 1.11 ~ ~-' -~.'.'" _l'lll ,"lll 'lIT ~ l'l l1l:ttillll'l-lllll\llU\U\ll\llll\lllllllllllllllll\llllllll \llll\ll\llLl ../::i:" / /tV .._~A~~~~~~;,~~~~~~~~r ~/~ \ ~~~ ~~~~\~~.~~~\~\\~\.,~~~~,~~~~ ~ ~l lit:: d' T2ff'. \ t~ l! or NOU03S .JO 3Nf7 J.IMJNn08 HJ.lJON ., I ~~~ - l'\l I~ da ~ ~ · Ill; \,.\,. ~ ~ ,l!:!. ~~ .~ ttI I ei~ II ~e J:: ~ ~ II I ~: II .'. ~ Illlo~ ~ ;1' I~ pi ~ ~ 8 I ~I ll~~ a I I I ~~ l ~ ~. I ~II'~\ II ~cl~ ~ ~ ~ ~~. ~ I~~ ~ i~' .~ ~ ~~; I I ~~~ .. I I ~I I ~ETLAND DRAINAGE (AREA - 0,497 ACRES) o ~ ~ / , VELVENTOS WEST SUBDIVISION 3311 66th St. N. CLEARWATER, FL 33761 BASIN S~ (AREA - 0,934 ACRES) ~ PROPOSED NODE DIAGRAM Sheet 7 of 9 JOB NUMBER: !u I! 5'~'5 I l!sl l!slill!s 'l!s ~. ~!~ b ! .' i St1 GALEN JAY HOFMANN, P. E. 8620 AIRWAY BLVD. NEW PORT RICHEY, FLORIDA 34654 REV DATE DESCRIPTION "".'... (f'~ .'... ~ /.; i C . ~..'.' '.. ,...,.'.~,'''' ." 1:"1 .....11. "';.. '-.J '.,."OV' <:~\r.\" "'.. AI.. ,,_n' .,' " I' 4: '" j~ r.' ~; :\ 1', 'l. , , "l!I, tl NOTE: 1. TRENCJII:S LOCATID UlIDD PAVJ:KINT SIW.L BE COMPACTID TO 10011 or IWCIKUN DINSlTY' BY' A.A.S.H.T.O. T-99, III'I'HOD C. 2. TRENCHIS NOT LOCATID UlIDD PAVIMINT SIW.L BE COMPACTID TO A J'IRKNI:SS EQUAL TO THAT or TIll SOIL ADJACENT TO THE TRENCH. 3. RlPIJ.CIUIlNT or PAVID SURrACBS SHALL BE MADE IN ACCORDANCE TO APPLlCABLJ: LOCAL RlGUUTlONS. 4. MAGNETIC BURIAL TAPE TO BE INSTALLED 12" BELOW GRADE ALONG ALL WATER MAIN. CUSTOIO!: 7 SIDE ~6/8" x 3/'" OR 1" YETER (FURNISHED BY P.C.1I'.S.) - ~. I ~ ~' r _/ '- _L_ -- ~- r--- r J:XISTING PAVJ:KINT I STANDARD CONt"V1I"I'Il! METER BOX WITH CM1r IRON LID 3/'" OR 1" SERVICE TUBING ~ -~7 ......,...................1 :::::'::::.::::::::::.::::.::\::::,::/::::/:::::::::::::::::\:::::::::.::::::::::::::::::' ~ ..,'...,...'....'..,. . ,'.,'.,','.,'.,','.;.:,'.,'.,'. 1 5/'" OR 1" YETBR VALVE ASSEllBLY C1I'ITH C.T.S. COYPRlllSSION PTrrING & METER SADDLE NUT) "'" '/'. OR ,. COIIPOIW'lOII 81'OP ~ (WITH CC THRJW)S & C.T.S. COIO'RESSION rrrTING) ".!'P)j EXISTING ROAD BASI J .' COMPACT IN 12" LlYDS r~1 5/'" OR 1" BRASS YETER CPLG. WITH KALE I.P. THRJW)S ON TAILPIECE -~, 1 MAGNETIC TAPE , ':::::/:/:::::::/::::::::::::::::::::::.2:::::::::::::::::::::::::/::::::::::::::::::::.~ ." ....... .... .... ..............., .... .... .'. 12' ABOVE PIPE ~ ~ A - '- 3/'" OR 1" SERVICE SADDLE "/ CC THREADED INLET !POlY COATI]) SADDLE STAINLESS STEEL STRAPS rDR-18 P.V.C. [BLUE) ~::":':':":"":":"":":""G'" "":':":':':":':':-':':':'. ..... ..::<< W....... . .:.'. .:.'. ':....: WATER '. .:.'. .:' '. .:.'.' ~........,..... KAlN ".............. '. I'. I'. I "01,. . I ,"." ,'I I'. of I I' o ". ". f, '. I. . I . I '. '. '. '. I ~...., .:.:. .:.:. .:.:. .:.:. .:.:. .:.:. .:.:. .:.:. .:.:. .:.:. .:. . I "It I ot I . 12~'''- I COMPACT IN I s" LlYIRS -+ 3/4" OR 1" SERVICE DETAIL COMPACT IN 8' LlYDS -----L TRENCH BACKFILL DETAIL ...JmIB: 1 ,. ~ ....... ... TO HI ............. OJW)J "''I'D IWIl 2. D' VALVJ:(S) IS TO BE LOCATID 1I1TIIIN A PAVID (DU. OR ..v.c.) llUllURI'ACI, OR WlTJIIN 8' nOM PAVING, IT IS '1'0 BE INCASED ~. ~~ ,lH...~""'it'TO"~"='1';.... IIIH. 1lPIO. COVIR OR 1DS or A VIHlCULAB TRAVJ:LI:D ARIA, GUARD POSTS T ARJ: TO BE INSTALLED PO P.C.1I'.8. STANDARDS UNLISS OTHDWISJ: DJRJ:CTID BY' THE PINJ:LLA8 COtl1lTY lI'ATD SYllTIK8 DMSlON INGINID OR APPBOVID RlPRlSBNTATIVJ: .. D' DISTANCE BII:'1'WIIN VALVE AND HYDRANT 18 10 rr. 1I:i.~ --Of'" --.. :. =-:''::::-'''''' · TO HI ""'..... MUELLER CENTURIAN & 11."- 8 lI'AY I'IBi: HYDRANT _12"_ ION. OIWlI~ ~~I~I_I~~le!li ~ lI'ATIR IWH , .. t. 10 I ,,__ ~_...,., l~~ _~ --E+~'~~.~';;J:~'~ ~~j-{ ~!:f S':' .....{, " ..:..:....: ..~/~I , J!m; lWI1'1'ARr IIIIR COlIC. IIlC.AIIIIIIl'I or V.c.P. COIlC IIlC.AIIIIIIl'I or IWf GRAVlTY' IWN 01 P.V.C. 1Wf. IIIIR II Del'>> ClllAm IWIl II llO'I' _'Ii = =-=-,,~~ c.L'. OR DU. II UIIIl DC PLACII 1118' OR LaS. ~ ~ ~liti8ilTo::ru:~ ~ I~ 18"TO 20" 57 ICON~COWR v_ ... 10' ~ VERTICAL CLEARANCE , "- ADroSTABLI: SPZC'D COVD.... VALVI BOX f... VB.1l'. VALVE / III!!!III" 1-- I~loiill.1 t:::I ..M. f'-'l ~ ,.' I" \ -uu """""'" --..... ---I \... -- - .. .1 TIE CONTROL VALVE()U.) RJ:S'1'1WlIJ:I) PIPJ: NOTE: I- I'IRJ: HYDRANT ASSmmLY ALL BOLTID J'lTl'INGS SHALL BE POLYmIYLENJ: lI'IW'PIlD UllDISTUBBED BARTH (TYPICAL~ "T' "- (~) ~ ~-- ION. SPEC. COVER WATD IWN VAIlIIIl o...u>... P.'.~) .. I 10" IIIH. I IIOIlIZON'I'AL CLIWICCI FIRE HYDRANT ASSEMBLY HORIZONTAL CLEARANCE o WATER MAIN Be SANITARY CLEARANCES LEGEND V.C.P.- ~ CUY PIPI P.V.C.- POLYmlIL CIIL01IIDIl DU.- DUllI'IUI 110II PIPI ~ "''rIIl " enD IWIlll II 18 OR UIII. V.C.P. 01 P.V.C. 1Wf. IIIIR OIlA'II'1'Y IWIl GRADE ,-"""~,,,.~ ..."~,,. -IIII~ t 4' MIN, 12' MAX. WATER MAIN AND SANITARY CLEARANCES NOT TO SCALE D-3034 P.V.C, PIPE~ o l PIPE SIZE 4" 6" e" 10" 12" 16" 20" 24" 30" 36" 42" 48" 54" TYPE FI'I"I'ING 22 1/~ 11 114- 1 1 1 1 1 1 1 1 2 1 2 1 2 1 2 1 3 2 3 2 3 2 3 2 4 2 GRADE _",,",,111II.. ._-~ ...lI.'W.~.'_m.." t ALL DEPTHS GREATER THAN 4' AND IN LIEU OF D.I.P, FOR EASEMENTS AND MINOR ROAD~AYS t DEAD-ENI 4 6 9 10 11 14 18 22 26 30 34 38 40 TEE 1 1 2 3 5 e 11 13 17 21 25 29 32 45- 1 2 2 3 3 4 4 4 5 6 6 7 7 90- 3 4 5 6 7 8 9 10 12 13 14 15 16 C-900 P.V.C. PIPE ~ o GRADE ,.......,"_...".~_...- -....... _IIII~ - ~"V7' t 4' OR LESS 12' OR MORE ALL EASEMENTS AND MAJOR ROAD~AYS t D.I.P. PIPE ~ o TABLE APPLIES TO 20 FOOT PIPE LENGTHS Ii! 150 P.S.I.G. TEST PRESSURE ~ITH 30 INCHES OF COVER OVER PIPE, NUMBERS SHOIJN IN TABLE ARE THE NUMBER OF JOINTS FOR EACH SIDE OF FITTING. DEPTH LIMIT A TIoNS OF SANIT ARY SEVIER PIPE SCALE I NONE j1 GALEN JAY HOFMANN ) P, E, 8620 AIRVI A Y BLVD, NEVI PORT RICHEY ) FLORIDA 34654 PHONE I 727-844-7686 NO. DATE R/W I I I..... I dY /2" BALL VALVE BRONZE , ""'r'~ ~2"X 90" ELBOll' HII j[ HII ~ T \II I... I ~..-- 12"---1 L- J?t III I. ~UI~ \] 2"x 5/''''1'DJ I GALVANIZED I 5/'" THREADED I NIPPLE " lDX./ 3 " KIN. 5/'" SILL COCK 1 88" I -I 1$1" FLUSHING & SAMPLING ASSEMBLY ~ .1 ..... Lt!J!!l~ -;;-1 ...... ( --Q. NOTE: PLUG 2" TAP AFTER BBUOVING SAUPLtNG ASSlUBLY EXJSTING r GRADE f.;.J.fV. PIPE I I I 2"z 8" NIPPLE, GALV.~ I 2" GALVANIZED I THREADED PIPE \ . LRESTlWNI- D - l!n NOT!: PIPI TO BE BJ:STIWNED PIR P.C.lI'.S. SPECS. roR DEAD-END CONDmON THREADIDTAP 2" PLUG- 111" 2"z 'gO" ELBOll', GALV. lil"- 2"TEMPORARY BLOW OFF ASSEMBLY 1. RISES SHALL BE INSTALLED ON ALL ~YES (BOTH PRESENT" FUTURE SERVICES) TO PROVIDE DEPTH AT SERVICE NOT OVER 4.0' EXCEPT ~HERE OTHER~ISE REQUIRED. 2, MINIMUM CUT UNDER ROAD~AY - 4.0'. MINIMUM CUT AT PRDPERTY LINE - 3.0' OR AS REQUIRED FDR SERVICE. 3. RISERS SHALL PREFERABL Y FOLLO~ SLOPE OF BANK TO REQUIRED DEPTH. 4, RISER MATERIAL SHALL BE THE SAME AS MAIN MATERIAL NOTE ."""',,"',. 'T' OR 'Y' BRANCH .. BEND ~ ~ r --H-- __I- II ELEVATION - SEE NOTE 2 SERVICE PIPE ~ 45. BEND ~ , / ~ [PLUG _ ~ JL] ~I "- 30' CURVE ::r~ SINGLE 'Y' BRANCH 1 n SECTION SERVICE CONNECTION - DETAIL AL TERNATE DETAIL AT TOP OF RISER SCALE' NONE SCALE' NONE NOTE, FOR FURTHER DETAIL INFORMATION REFER TO THE STANDARD MANHOLE DETAIL. TEE ~ L." U d ~ RISER FLUSH =" ~~-RING OR ~ATERTIGHT ~ ~ITH ~ALL - ~ GROUTING COLLAR ~ ~~:1~OR j ~ "~ ......~ ~FEL~U~~ ~IRUC~ ~ ~gT~ETAL STRAPS \. '\ \. '\ PERMITTED '") ENCH -- 0:: !Sil 0.'.0 ID~ '0_' " I "oCi) . G . '.0 .0..... fro '._ 4 .'.".0 ,l.e '...'" '.. ".0 . t '0 ~IO e toO,' 0 0 . 0 0, .:0, 0 ~ 1:0' 0 0, I 0 q 0 0,' 0 4 0 ~. 00 INSIDE P,V,C DROP CONNECTION DETAIL SCALE. NONE DRA~N BY , DESIGNED BY , SERVICE LOCATIONS : I f-- St..l reln'o,.c....nt PRE CAST CONCRETE ....ALLS - I - I - 8' I'll", .0.11 thlckn... I 4' Mln. I typ. II o.cId ,...Isto.nt I c'l'I.nt 4000 p...L EXISTING M.H.-...... ' .........~"'tn. . ~ ~~~~:h~~ o~:'t':,. .Ith G,.out Plo. choonn.l-............ I "- ~ I l 61' I F:;'::-:t. ~.:: ~ l\-6X iPr-_'-___________:J_, '\. "-- e' Joint In plpt .nt,.y I~~:l'~!: .~~.;.r'*'1{.jtl:'!:$,~~:I~~! ~{~;~,J:i.;~~';r.'i::... ~ (Typlco.l) POURED IN PLAC~ ~ P.VI:.. plp. ".qul"" Mnhol. REINF'ORCED CllNCRETE SLAB o.oIOopt.,. coupllnO by no Cont,.ol, Inc., 0,. opp"ov'oI .0.....,. .top coupling. Lot T Cu"V I 1J0. t.1" Mo.l a ..... Vo.t.,. s.,.v~ (Typ.) ........... ,.'w IIn", Lot NOTto SANITARY LATERALS TO BE \IlTHIN 10' OF' CENTER OF' LOT ON DO....NHILL SIDE IF CENTER IF LOT. T.o 3/4' 316 StoJnlo.. St. AU th,..o.oI. co..t In corb.l App,.ovool bo.,.,..1 Joint ..0.1. 0.'" 'O-RIngs' o.noI 'Ro.",-Noclc. T.o contlnuou. ,.Ing. 0. t o.U Joint.. Two 3/4' 316 sto.lnI... Ste AU .........0.01. COo.t In co,.bol 3' / S.. lnoI.lC No. 301 I---=---;J T.o contlnuou. Mg. 0' 'Ro.l'I-N.ck' M~ 4 Io.y.,.. 0' brick h<1o' "'~ Conc.ntrlc 01" .cc.nt,.lc con. /.,y ~,,:< (Top .lo.b on .hOoUo. l'Io.nhol.. (,/ ":::'oj 0' to 4' _tll) ~ ~ ROTAlE BENDS AS REQUIRED I ''-... WYE BRANCH (NO lEE Ei ;:; ;:; iI CONFIGURED FIT11NGS) ,... . AL lERNA lE: SLOPE UP TO PL ADDITIONAL RISER AND BEND 1/8 " PER FOOT M1N. WHERE ,!lREAlER SEWER DEPTH ROT'~ BEND c~ \ yp AS REQUIRED ~it ~\ h:::/'" MIN. 6" PVC PIPE (SDR 35) LAY ON ~~~ \~. - - UNDISlVRBED SOIL tOt ~ ~,. SLOPE UP TO PL - ~ 1/8 " PER FOOT MIN. rJ I SANITARY Jj\- CLEANOUT ON EACH BRANCH SEWER MAIN / / / MAKE SERVICE ~ ! ~" MIN. SERVICE UN I ....~-,.-~~:~~~:.~.~~._.._ ~ ~MARK L/"~ .. It r -' BALLM~ X eQUal.[ SERVlCE ~."" ro -' R/W OR EASEMENT UNE EiS; iI M I _ A!lp,.ov.oI bo.,.,..1 Joint ..0.1 . ,o.;.RIng.. o.noI 'Ro.l'I-Nock.' T.o contlnuou. I"lng. o.t o.U Join I - St..l I'OIn'OI"c'l'I.nt - I _ S' ",In. nil thlckn... I typ. II o.dol ,..lIno.nt I c.",.rrl: 4000 p..A. , e'lft 1'IIn. ,I ....-- G,.out ,nl op.l'IIng .Ith . 1/. non-.h,.1nk 1'I000tOo" IMI l , . 1 I":" J.":J1L:~ .r-_'-_________ _:J_ e' Joint In pip. .nt,.y sil I- 6"-1 t-: (Typlco.l) Grout "0. 6:hoonn.l.J P.V.C. pIp. requlru I'Io.nhol. o.oIo.p1:.,. coupling by no Cont,.ol, Inc., 01" opP"ov'oI .o.t.,. .top coupllnll' 4' MIn. NOTES 1. AU pip. hol.. .hOoU b. P,.ocut. 2. Int.,.IOI" .ho.lI b. IIn.oI wfth HDPE Th'''I'IClI plo..tlc IIn.,. 0,. r...,.glu. lint,.. 3. Mo.nhol.. .ho.U hoov. o.n .lCt.,.Io,. coo.tlnO 0' o.t I u 15 PIn. rJroy thlclcnu. PROLO EPeI4-351 EpolCl-Mo..tlc 01" Kopp.,.. bI........oo.tlc bl..ck .olutlo 3001I. CITY IF Cl.EMVAm. FUIUIIA - IWt - - - Lot e'- I L: SANITARY SEWER MAIN / "- ~1 roJ 8" MIN. SERVICE UNE SCOTCHMARK ---../ -'- CLEANOUT BALLMARKER I -, 18" MAX. SINGLE SERVICE It Lot Lot ",.1- Un. ....o.t.,. H Cu,. T~i San - l , eu,.l/'\ ,.,. IInV .1'1 iL NOTE! SANITARY LATERALS TO BE e1\ ....ITIlIN 10' OF' CENTER OF' LOT ON DOWNHILL SIDE IF CENTER IF LOT. -1 ~IO' WI I PLAN VlE'\oI 1. SERVICE LA lERIALS SHALL lERMINA lE INSIDE PROPERTY UNE AT A DEPlH OF 3 FEET v"lH CLEANOUT AND MARKED WITH A 2"X4" lREATEO STAKE AND GREEN SCOTCHMARK ELEClRONIC BALL MARKER. 2' Joint In pipe .Il'try '\..SIoI. Lot LIn. Lot (Typ.) .tiQIE:.., ~~ i 0' Stl"..t tb -0A1I '\11...4:.,. Mo.'" MoJn CITY or CWRWATER FLORIDA PUBUC WORKS ADMINISTRATION ENGINEERING So.n1to.,.y _"lOT _IV _NO. r/f ~ CITY IF Cl.EMVAm. n.IlIIIIlA ENGINEERING ~ .. _ ..... A ... - ",. _lOT lIlY. DAII TYPICAL SECTION NOTES, I. e' PVC CIIlDUIT TO EXTEND e' BEHIND BACK or CURB, BOTH SIDES or ROAD....AY (NOT REQUIRED III SERVICE REPLACEMENT>. e. PVC CONDUIT TO BE MIN. lS' BELa... THE SURrACE MEASURED rRDM TOP OF' rACE Dr CURB. 3. ....ATER MAINS TO BE MIN. 30' BELO.... GRADE o.nol APPRDX. 4' BACK or CURB 4. CURB STOP TO BE LOCATED APPRDlC. 1 rllllT BACl( OF' RIGHT-IF-....AY. 5. SERVICE LINE TO BE MJN, Ie' o.nol MAX. IS' BELlJ'J GRADE. GENERAL SANITARY SEWER NOTES 1. MANHOLES SHALL BE INSPECTED BY THE CITY BEFORE PLACEMENT AND SURFACE TREATMENT. 2. ALL OPENINGS IN PRECAST MANHOLES SHALL BE CAST AT TIME OF MANUFACTURE. CONNECTIONS TO EXISTING MANHOLES SHALL BE CORE ENTRY ONLY. 3. ALL MANHOLES SHALL BE SET PLUMB TO LINE AND GRADE. 4. (PVC) GRAVITY SEWER PIPE SHALL CONFORM TO ASTM D-3034, SDR 35, LA TEST REVISIONS, WITH PUSH ON RUBBER GASKET JOINTS. 5. (DIP) GRAVITY SEWER PIPE SHALL BE CLASS 52, EPOXY LINED OR AS OTHERWISE APPROVED BY CITY ENGINEER. 6. NO SERVICE CONNECTIONS, WYES, SERVICES OR VALVES WILL 'BE PERMITTED IN RESIDENTIAL DRIVEWAYS, EXCEPT UPON APPROVAL OF THE CITY ENGINEER. 7. MANHOLE FRAMES SHALL BE ATTACHED TO THE PRECAST STRUCTURE WITH A MINIMUM OF TWO 3/4" 316 STAINLESS STEEL BOLTS, NUTS AND WASHERS. FRAMES SHALL BE SEALED WITH A MINIMUM OF TWO 1/2" BEADS OF RAM-NEK CAULKING. 8. TRENCHES SHALL BE DE-WATERED TO ENABLE PIPE AND APPURTENANCES TO BE INSTALLED FREE OF WATER ON UNDISTURBED SOIL. IF UNSUITABLE SUBSURFACE MATERIAL IS ENCOUNTERED, EXCAVATE EXTRA 6" AND BACKFILL WITH 3/4" GRAVEL. 9. PVC SHALL BE LAID IN STRICT CONFORMANCE TO MANUFACTURER'S SPEC (JOHNS MANVILLE RING TlTE PVC PIPE INSTALLATION GUIDE OR EQUAL.) BACKFILLING OF UTILITY TRENCHES WILL NOT BE ALLOWED UNTIL INSPECTED BY THE CITY. 10. BACKFILL MATERIAL FOR SEWER MAIN AND LINES SHALL BE NON-COHESIVE, NON PLASTIC MATERIAL FREE OF ALL DEBRIS, LUMPS AND ORGANIC MATTER. BACKFILL MATERIAL PLACED WITHIN ONE (1) FOOT OF PIPING AND APPURTENANCES SHALL NOT CONTAIN ANY STONES LARGER THAN TWO (2) INCHES IN DIAMETER (1" FOR PVC PIPE) AND NO STONE LARGER THAN SIX (6) INCHES IN DIAMETER WILL BE PERMITTED IN ANY BACKFILL. 11. ALL EXCAVATION IN EXISTING RIGHT OF WAY SHALL BE BACKFILLED AND STABILIZED AT THE END OF EACH DAY TO PERMIT PEDESTRIAN AND VEHICULAR TRAf'FIC PRIOR TO CONTRACTOR LEAVING SITE. 12. WHERE SEWER IS NOT WITHIN PUBLIC R/W, IT IS TO BE LOCATED IN A UTILITY EASEMENT AND CITY MAINTENANCE RESPONSIBILITY IS MANHOLE TO MANHOLE ONLY. 13. UPON COMPLETION OF THE WORK AND PRIOR TO PLACEMENT OF ASPHALT A VISUAL INSPECTION AND VIDEO RECORDING SHALL BE MADE OF THE COMPLETED SYSTEM. THE CITY SHALL APPROVE THE SYSTEM PRIOR TO IT BEING PLACED IN SERVICE AND BEING ACCEPTED FOR MAINTENANCE. 14. COMPLETE "AS BUILT" INFORMATION RELATIVE TO MANHOLES, VALVES, SERVICES, FITTINGS, PIPE LENGTHS, INVERTS AND SLOPES SHALL BE ACCURATELY RECORDED AND SUBMITTED TO THE CITY SIGNED AND SEALED BY A REGISTERED LAND SURVEYOR. 15. AT THE END OF THE ONE (1) YEAR WARRANTY PERIOD THE CITY WILL T.V. INSPECT, AND CHECK MANHOLE JOINTS AND CONNECTIONS TO DETERMINE IF REPAIRS ARE NECESSARY BEFORE THE WARRANTY BOND IS RELEASED. I I ~ . I - ~'I- -II' - j I ~ L f ,. I le't' 1 re' <Typ,) -11'1- -~ 1-- rl 30' MIn. .... -- IS'rln. ~ Curb Stop (Typ.) "- 3/4' Poly.thylen. ....o.t... S.MlIc. Tulmll In e' PVC Conolult (Typ. lIIS' ",.t.,.) - Th"'o.oI'~ Co,.p_'tton Stop (Typ.) ...o.t.,. Mo.ln e~t 'it.... Lot CITY IF CLEM\lAm. f'LIIUIIA .. ENGINEtRl~EPARTMENT .. ~ ..11 Lot r.,.I. IIn. .- -... - 21 ~ I I R/'J rlnlsh gro.oI. to 0.110. I ~' ,,In., 1.0' Mil. 'oJI : "01'1 po:o~y line to I o.ck 0' cll"ll. J * 30'-::" u It Dlrect.oI by t CIty EngIM.,. San- '6' H.H. '-.So.nlto.,.)' Lo.t.,.o.l (Typ.) CUl"if\ 20' MIn. '.., M.... -:.::,.. -~f ~ ~~ ." e~- Lot "-Sica Lot Un. <Typ.) l ~ 1-10' c;.I I CITY IF Cl.EMVAm. I'LIIlIIJA ='5;f:RING DEPAR~ .. 1ft ___ .... ,., 6' S.,.vlc. Lo.t...o.l Mo.ln NOTEo :~::;"~~bt:...~:~n:,,:~ ~~~llno SECTION 0' .t,...t, .hlch.v.,. I. ll".o.t.,.. ~ S.. Inol.lC No. 301 3' / 1----=--:;:;1 Two contlnuou. ...ng. 0' 'Ro.l'l-N.ck' M~4 Io.y.... 0' b,.'ck hili I,p.~ Concent,.lc 0,. .cc.nt...c cone /.1" ~~ <Top .lo.b on .hOollo. I'IClfIhol.. (, :'oj 0' to 4' oI.pth) em IF Cl.EMVATD, FUIUIIA n:J SNEERING DEPARTMENT _ ,... AN'( VARIANCE MUST HAVE ....RITTEN APPRDVAL. or THE CITY ENGINEER. I IIt7 -- - PlcIc Hol. 7 ~ 1-1/4' 117 ~ /' '" ~ to R IV <1 "':R j ~ DDD ". \ " (f\ . c:oj..~ NIT A RY ';Ill i:o"lJDDDDDD "'-S EWE R D ) Non Sklol R.qul"'oI~ D D D D D J Po.t....,.n " \ ,-W _ . w..} R.ql.Wo.oI \........DF'L p..D// ~...... - y-~ _J1J._____ 5/8. "n. 4 Requlr.oI RING - HALF PLAN CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION ENGINEERING DOGHOUSE MANHOLE fu .!I :,. ~ i T .L~ ~fu r- ee-3/4' -'-1. ~ ~~I Mo.chlnod Sur'o.c. SOLID COVER SECTION M1n11'1U1'\ Vtlght 128 lb.. 36' ~23'~ el' Mo.chlneol SurPo. " IREllRAl\N SY ~ECKEI) SY APP. IIlUI00EO SY DATE SOLID COVER INDEX NO. I &. ~\.. .!I ,,~ P- I REV. DATE DESClUP1lON OF NOTES I. All pip. hol.. .hoJl b. p,..co..t. e. Int.,.1ol" .ho.lI b. Ilntol with HDPE Th'l"I'IO.l plo..tlc IIn.,. 01" rlll.,.glOo.. Un.,.. 3. Mo.nhol.. .ho.lI ho.v. o.n .Il't....o,. coo.t"'g 0' o.t I.ut IS I'll. dry thlckne.. PRDLD EP214-351 =I-Mo.riIC 01" Koppe,.. bl........utlc blo.c1c .olutlon ~~ APPROVED BY , DATE I RING - SECTION MInI_ .....Ight l: :1: :::: NOTES 1. ....ho,.. ,.oo.oI.o.y bu. I. 8' 0" thldc.,. u.. " ,.In , 0.11 oth.,. CQ... 7' ,.Ing Is p.l"I'II.sIbl.. e. Mllnu'o.ct......,.. 1'10.01.1 0' .tOI"l'l ,.Ing o.noI cov... t b. Oopp,.ovool by City Englno.,.. CITY IF Cl.EMVATEIl. I'LIIlIIJA ENGINEERING DEPARTMENT r..- --- ... ,- - - _u - , 'w' ~ SUBDIVISION St. N. FL 33761 8 VELVENTOS WEST 3311 66th CLEARWATER, SITE PLAN # S-"l" <5) UTI LITY D ET AI LS OF 9 SHEET Ov....lo.p Fllte... Mo.t....10'1.\18. r 24' ~'~ o.c...oss top of o.gg...ego. . 0 .x u 1.1.~ l'& -~ \f16 ~ f~~ it Pe...IMete... of o.gg...eg~Vte Oo() 00 I 0:0000 ~ GI C to be Fully w...o.pped with . "00 00. · ?~ GI ~ Non Deg...o.dlng Flbe...ous 000 12' .J;,o Ul rllter Type MaterlQl 00 0 0 00000 VJ ~ DI...ected by Engln.e.... - oO.oO~ 0.0.. l:!l .1 Mlro.FI140 N 0... o.PP...ovecl~~"UOL ~ffi)~., ~ N I-W~"O · \CI'""o-,ooo 000. Uncle...dro.ln pipe sho.lI be 6' Min. ~~O 0 6'" 0 c1lo.Meter PVC with p.rForo. tl down - See Technlco.l SpeclFlco.tlons Fllte... Aggrego.te Fo... Unde...c1ro.lns For deto.lls. 0.11 Consist of 116 FDOT Agg...ego.te. The Agg...ego.te Mo.y be Stone. TYPICAL SECTION Slo.g 0... C...ushed G...o.vel. Aggr.go:t. Flltltl" 16 FDOT - S.etlon 901.14 1 In. 3/4 In. Ill! In. 3/8 In. No. 4 Solid pipe (w/o perForo.tlons) Is to be used unde... drives o.nd ...oo.dwo.ys with COMpo.ct.d bo.ckFIlI. 100 90 to 100 l!Oto:!:! Otol:! Oto:! CITY OF CLEARWATER, FLORIDA 3 04/96 CM"". not. T.C.J. EENGINEERING ~DEPAR~TMENT 2 11/9:! Cho."o. not. T.C.J. NDER I. 1 9/14 Loeo.ttolI Cho." ..c.J. 1l6l'lt :URB ::.. _..... - lIP', 11.3 Stobnlz. OutermoM Bank With Sldlmlnt Trap"""\. Sod or Other Sultobl~ ""\ ^"V\. /'>. p\. /\ ~ ..:.:.:....... ~ ..~...;:::-::::::::::.:..\~ 7 ~ .......... ":':':':':"~':':':-:':'''''''''''' .... ..':;/......,........:.:.:-:.:.:...........:::.........:.:::<<.:.:.:., '\ ............'.............................................................................................E ................................................... ~ ........ III' I ..........,........11."'. .......... ........".,. ."..",..........,... ..............,. ............~..........,........ ..........,..'....11 II"....., """'"'0""'. ...............,... ...... .....0.....,.0.... ...1 ...If.....'"....,....III....II. ........1.1.1.11. I .1"".1""1."...."1..".1'".".".."00' .....1....'".11. .111.""..'""1.".............".....1 ......................~:::::?.............................................................. ..........................::::::~::::::.....................................................~ ""111"1" "".111111..11111111 11""01'"""'""'"1 01....1.1 .1...11..1.1....1.1111.1101.1. "'" :.:~.,.............................. ..:n:rn:........ ...~................................. ~ ......................~....... .........................~ ..................~.. 1\ .. .7t:. ~\/ tImES; - .... \/ P -if~ Earth Borm PLAN VIEW W.ter L...I During Stonn"""\ BoI.. of Straw Stoked Down " Min. 12' ~ DvorfIow Plpl ADJACENT HOME ~ 12' Min. L Splo.... Pod ond/or Stoblllz.tlon Roqulrod If PIp. Emptll. Into Dth.. Thon Body of W.ter. '\ ~ 1 Sodlmlllt Trap Eorth B,"" Min. 2: 1 Slid. Slop. St.blllzed S10pI CROSS SECTION lEY. tAft CITY OF CLEMWATER, FLlIRIDA ENGINEERING DEPARTMENT -ml.IT~ -~ - Sp..... Block eundlng Block Lold 8. From Thro.t Roll of 12 1/2. Clu,. Weldld FlIlc" 2..2 MI"", .-10' OIomltor Flllld With :sO Stan.. '-"A~ .:: '" ~." ~. I\.... Y .;",. ~~~ " '~.i,l~ hi' ~~,' . Sp._ Block NOTES: 1. F1beroul filler material In front of block preventl grovel from walhlng Into Itructure, 2. 2")(4" Behind black and aeroll throat helpl keep block In place. Placl In outer hole of Ipacer block. 3. 8al88 of hay and lod, Ilmllarly placed, may allo be ueed. Ii F1b.rfoul Filler Motorlol / r Buldlng Block or DrIIlld 2.xe. (/ ./ 2..4' nmbor SIII--.......... YlJ". SpOCll' Block ~ Gro'" Filler 2..:s. P.rlorred .v. .... CITY OF CLEARWATER.. FLORIDA ENGIN~EERING DEPARTMENT ~1T1 -~- T ".. 1.1 - l' at All D...lves - l' Drop at All Drives {\tIea"'lng Su...Face . 'It ~.~ ~I/ r~~:;~~ ('<" /.. ~ fj!ff:!!ff~iii:::~..." ~ .' . ..:..:..::::~:::.;~::i.. · /.~: . .: .... . ...::f:::~: \D Base o '6' , . ' . . . lS' .' . ...~. .:. :. :. .:' . "'". .' " " /~'.,: .Co~pactecl.Su~gracl~..:..: 2" . . . . . . . "~,,~'..:'{\.,,y~y.~~~~. 'y //,,~A: /A MODIFIED CURB NOTES. 1, THERE SHALL BE A 1/2' SEAL JOINT BET\tIEEN BACK Of' CURB AND DRIVE\tIAY, 2. CONCRETE IN CURBS SHALL BE 3000 PSI. . ..,. "- - "T""""";'~~ 1 J ..Y r::;:::;:~ . ."' · . / . If. :"1'/..,: Z;:., "';":':.;'::1::4: l1' ~ :;::::::::::...' ::~::::.:::.::.: ~ '/ /....~ :4:::::~::i~;'?: .:f:i~:::~::!i~:. Base . 0" I >.- . 6" :. '12' . . . . . . '12' . . ' . " . " ...... . .... COMpacted. ~ ~/7 /)'7 ~).7/}.; /' .;y '.),~ :S'ulo.g...Oocl~ /'l /" /."//."/'(VA~~~~~~ )'~y)\: y~ ~ 3/4'R VALLEY GUTTER CURB S' l' r-=--I ~1-1/2'R #3 BOo... """"'\.,1 I Cont. (~ . : : : : .: ;') r\tleOo...lng ~ S .?: ~ Su...FOoce ~::b; .:~: /~~'Y'^""'" .~: x x xx x xx x /.(0{ ~ 6' ~~ ~~ ~ . . .' l~ . . COMpOodecl SUlog!"o.cle. . . ~~. ,..' r- 1-3/4'R 9' 9'" 3/ 4'R~ V ~ \tIeOo...lng / .~ ~ r-Su...fQce . ~ !:~!:i:~ T I ::l Y;::1ti::~:::~:::~':~:"'!:';.~" 0.::9 :':':::'::":'. /4: ..' \Dl! ,.-. .. "l .4':"~,,,P.'."'. .....~.. '). 7"" .' ..' .' ..0:.'.... .,,<..' BQse ~~ ' .....:...:..:. ')."'l~' . . . . . . . ...{. . COMpOoctecl Subg"'Oode #3 BQ.... 10' Long, 36' O.C. BOose MEDIAN CURB CITY Of' CLEAR....ATER, FLORIDA ENGINEERING DEPARTMENT '1l::: .. ~ 1K5"i".... TYPICAL CURB I _lIIo CRCSS- I IDI ",. """mIl ,f 2 IF 2 PIN / DO~ELLED CURB _. IAn: JaaIIPTDl 9-1 GALEN JAY HOFMANN } p, E, 8620 AIR~ A Y BLVD, NE~ PORT RICHEY } FLORIDA PHONE: 727-844-7686 34654 NO. OPTIONAL POST ~ -20,:/: ~g ~ PRINCIPAL POST POSITION (CANTED 20' TOWARD FLOW) ..... u~ NOTE: 1\JRN ENDS OF FENCE UPHILL ELEVATION 6' MAX. FILTER FABRIC (IN CONFORMANCE W1lH SEC. 985 FOOT SPEC.) w ~ to. Z - N:2 @5 \ I ( GROUND UN~ ;., ~z 10 .. 2 I ---=r CITY OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT ~ITL_ ~ ..... lOlL ~ T i 1.1 SECTION .v, ... - lIP. B · ~I 4'-1- 3'-1- r!:l \0 · .. ",. I - - I"-' \ ~ i~, I .. A I \; - ..... -- BAFFLE BOTTOM EL.= 76.20' 2.xZ. Stokoe 2' In tho gnlund WI.- nl 1, Single row of Strawbalee or Slit Fence to be placed prIor to the Itart of rough grading. 2. MAINTENANCE: All erollon and IlItratlon control devlcee Ihall be checked regularly, especially after each rainfall and will be cleaned out and/or repaired al required. ~ ~ LAKE 80100 butt.d tightly together I"--- 1_ ,.~J~ .A/fl,;,. ._ k::::~~ ~I"f'. .I:!~~ ~~ ~ ~ '~I.~~~~ ~~~~~~~ ~ ~ ~~ ~ ---- -- : ~_..- ') / ,-(-'~ STRAWBALE SILT BARRIER PROPOSED FOOTPRINT OF HOME ADJACENT HOME ~ ~~ ~ (SlIt Stop ~ ~ /'4.~ Poot,,- i-J _ _ ~ ~ ~ ~ ~ ~ IIaokflU ~ t----. - k~-..~ ~ l:1~ Iit~~~ ~ ,~~ ~ ~ . ....~~l'l"! .iT ~_ .~ ~""~ .It..~je~~..~,,'j,t; .. "I!oI.or.l!l; "~'?'il:~!t~IJ~~1''''~' t~ ~ '-~"" "\. . PREASSEMBLED SILT FENCE L Not... Soli ~ROPERTY LINE f.Vomly .prood IlIaw ~;' =,"::,Iy lull wldlh of R/'!I (.....lly III loft) '- CURB .. CI1lTER .r- CllY STREET ~ . RECOMMENDED TOE-IN REV. IAn: ",.. CITY OF CLEARWATER FLORIDA PUBLIC WORKS ADMINiSTRATION _ENGINEERING NIl F J"~ DCa,!D IY R ~ IG RJM ARR I IF I DDCIIII'TIIIN Mo. Slop. 1:1 " Bilow Throot lotln. , D 2' IIIlOW lllroot lot.. I C1l1Ol1 Out VdlI1l Sodlmlllt Ie ,. Bilow Throot. I 10' Min. U[ --Leo.. Out Block T_pororfly, Inlll't till With WIre Sere.. And Gro... FlIt.... I CROSS SECTION i- (] - CIrcular Shop. " Not Eooll1tlol - Vary Shop. To Fit Drolnogo Ana And T.rraln. Ob_ To Chock Trop Elllclonoy And Modify AI N....oory To I"IIUN Sotllfootory Tropplng Of SodImlllt. - I""' I PLAN VIEW CITY OF CLEARWATER.. FLDRIDA ENGIN~EERING DEPARTMENT ....-n .. L 1-"- ".. , 1.1 .v. .... - STREET SPECIFICA TIoNSI 1. 6' SUB GRADE COMPACTION TO 98 /. MAXIMUM DENSITY UNDER A,A,S,H.T,o'J T-180 \tilTH MINIMUM FBV=75 OR LBR=40. 2, 8' CRUSHED CoNC, BASE \tilTH MINIMUM LBR=100, 3, ASPHALT TO BE 2,0' OF 'in' ~ Q.. ~ !!2. 13 ~, :>' COMPACTED TO 98 /. MAXIMUM DENSITY UNDER A,A,S,H.T,o'J T-180 $-1 DATE DRA....N BY I DE:SIGNED BY I APPROVED BY I DATE I ,. q H : il !\ -.- 't 1.^( ./ \ ._ I~" DIA. ORFI~E ,'; '\ INV,... 76.20') . I EXIST. 15" R.C.P. ~ , 'V INV- 75.7.' <<~ .' l~ , ~ ELEV.- 75,00' ,0 ,," . ,. "'0 I .I"~""II~I , lit-. ,. . ., ~ .... " , \ ..t' 101 . ,t."... ..If.... . -,/, . 'I . II' -'_ a.. B:- I PLAN ~ 4'-5" 3'-1. i \,. , t WEIR EL..-76.70' U -r--. . 8.1 ; SECTION A-A ; .,~~ A I BAFFLE BOTTOM EL.= 76.20' NOTES: ,. SEE F.D.O.T. INDEX NO. 232 FOR: ~AD~~~::rFORCEMENT 2. SEE F.D.O.T. INDEX NO. 201 FOR: EYE BOLT AND CHAIN FOR LOCKING GRATE TO INLEI' lADDER IlARS AND ADDmONAl. SPECIFICAtiONS 2'-11 :S/18 " I - I ~ 0/) ..,. I '" - STEEL GRATE II 5'-5" 4'-5 I I ~ GRATE ELEV.-79.00' I ~IR- 12.00" \ " WE:IR E:L - 76 70' " I..., i ,'. ii'l: ~ ; " , ':1 1 ; \ \ Ii , ' 1 . . \ 1.1 1 ~~. : I h '.. " "t '. tw.; i . '''r" " , , i , ~ \ , . , , , . \ , . : X t ELEV.- 75.00' ,II .0 , " SECTION B-B CONTROL STRUCTURE-PROPOSED SURFACE WATER BODY SW " I .. .,.. I - - ..... I .- i " . I ~:,' '" A 1 -;- - -- .. -- i 8AF'FLE BOTTOM EL.- 77.16' I !oJ !oJ CIl ~ 13 ~ rr; . ~~ w' lAA~_ , '\ [F.D.O.T. INDEX NO. 232 ] TYPE "0" B I ~ 4'-5- 3'-'. \.1.. '" ""' . t I 't.. ... ':"".'"'.~ ""I , ~ i; '" ""~:":":~' ':"'1. ~ L...- a · PLAN ~ q H ; i~ ) ': J 4'-5" 3'-'. .,\" r I t WEIR EL.- 78.01' :....I' '(5 SECTION A-A ~..+..~ NOTES: POND SIDE SLOPES TO BE SODDED TOB= 79.00' .... ...... ...... ':::::. .... ...... .... S.H.W. = 76.20' 4/1 TaB ~ w :r: (/) .':::: ~ ):::' 4/1 ~/i" GRADE CHANGE (EL- 74.0') 2/1 2/1 BOTlOM (EL= 68.0') I... .. I BOTTOM VARIES PROPOSED SURFACE WATER BODY B-B POND SIDE SLOPES TO BE SODDED TOB= 79.2' TOB .... ..... ...... 4/1 ...... .... ..... .... ...... ..::J .{~:: 4/1 i2 ... o ,::::" 5. .' ..... ~ w :r: CIl S.H.W. = 77.26' GRADE CHANGE (EL= 75,0') 2/1 2/1 BOTTOM (EL= 73.0') I ~ .. I BOTTOM VARIES PROPOSED ON-SITE POND #1 A-A NOTE: S~ALES SHALL BE PROVIDED ~ITH PERMANENT EROSION PROTECTION. SUCH PROTECTION MAY BE TURF} USING AN APPROVED TYPE GRASS, THE S~ALES SHALL BE SODDED A LATERAL DIST ANCE EXTENDING FROM ~ITHIN ON FOOT OF THE TOP OF THE S~ALE BACKSLDPE, 1. SEE F.D.O.T. INDEX NO. 232 FOR: STEEL CRATE SPECS..sTEn REINFORCEMENT AND ADDITIONAl. SPECIFICAtiONS 2. SEE F.D.O.T. INDEX NO. 201 FOR: EYE BOLT AND CHAIN FOR LOCKING GRATE TO INLEI' LADDER IlARS AND ADDmoNAl. SPEClFlCAnoNS r!:l 2'-11 :S/18 " .~ ~ . .\ 1. I~ ..,. I '" ~ I$~ A ..; STEEL GRATE ~ I, 5'-5" 4'-5 i G~LEV.=79.2oJ i \ ~IR- 15" \ i' WE:IR E:L = 78,01' .' I _ ~) 1.06" DiD. ORIFICE- I-- , BAFFLE BOTTOM EL.= 77.50' \ "..~. I.f' l . d ~~ ,., -l 1 ; \ \ Ii I' ~ t . . 1 ~; :' ~ ~ I .... '.. , . , " , .\ . ~ . ~ I , .' . j. . \ ELEV.- 72.50' " SECTION B-B CONTROL STRUCTURE-POND 1 [F.D.O.T. INDEX NO. 232 ] TYPE "0" VELVENTOS WEST 3311 66th CLEARWATER, ~HERE SIDE YARD S~ALES AND OTHER S~ALES ARE REQUIRED} SIDE SLOPES SHALL NOT BE STEEPER THAN FIVE TO ONE, VERTICAL RISE FROM HIGH POINT OF S~ALE TO LO~EST FLOOR LEVEL SHALL NOT BE LESS THAN EIGHT INCHES, I I I A' I \!l I"" EL... 77.26' SWALE [TYPICAL] l ......~., i . I , I i I ~ \ i , I , \ , NOTE : SOD TO BE PLACED ON BERM AND FROM T.O.B. TO TOP OF LATTORIAL ZONE NOTE : SOD TO BE PLACED ON SWALE BERM, SIDE SLOPES, AND BOTTOM I '. ~ . ., f ELEV.- 72.50' I ;- I I I T J I '---ro- ORFICE DETAIL 2" PVC CAP WI DRILLED' ORFICE SUBDIVISION St. N. FL 33761 LOT ALL GRADING TYPE 1/ A/I DRAINAGE TO STREET PROTt RtAR CTlVt SLOPE; w---/" B; f:J t--. e;f --- -1/1__ _____ ~I ~ '" ~ JtJ r-L f# --- 0:'/ ..... ... '1/ 7 is c~ --~ '1/ --- ~\ J.ig ----l_ /-. I~ ~ J~ /::j '- Is SLOP1 -- Ck ~ TO 1 MA i-:. SIIJt SivA ~ J IV, Lt (M!.AI IV, 6" D - J ttp > ~ ~ ~ REAR LOT LINE 1% MIN. 3:% MIN, I I ,FINISHED FLOOR 14% MAX, \ (PAD EL, + 0.67') . ,~..'.. ,. PAD ELEVATION I ~ S'JALE 1i:: MIN. J PAD ELEVATIONS (ON PLANS) STREET R/'J I / Ii. STREEt 2% MIN, 14% MAX. LOT GRADING DRAINAGE TO BOTH AND REAR LOT TYPE II B II STREET LINE lJoJ W >Q '-ICJ f--1 Uv, W I-Q: CJ<r Q:w QQ: SIIJt s~ ALt (/o11~ ";L !fit r_ ~ tzO -- ~ w ~/ 1 fje;f q~ ~ 1'1- ___ Co? f?~ ~~v~~ ~TO 1 MAv -- ~". ~ - ,).,. ~ if ~ J ~ LOT ALL LOT GRADING TYPE /Ie 1/ DRAINAGE TO REAR LINE .... -- !fw tzB; (.)e;f /:B f?~ ~f# RDrt F'RONr crIVt SL t -- .... ... Iii !:J i:7- ~~~ & ~ :--~I t- ~ ~ f! if -- ~ ~ ~--~ .... ---- - J...IJt:"~ ~ to 1 MAX. ;:;:::::::::::: SIDt SIv' ALt (MIN. 6" IJttp > SITE PLAN # & DETAILS SHEET 9 9 OF TREE & VEL VENTOS WEST PINELLAS COUNTY, TOPOGRAPHIC BOUNDARY, FLORIDA ~ ~ I SECTION 19 POINT OF COMMENCEMENT SW CORNER OF SECTION 17 . -, -. -. -TpP1f!1AtflL, -. -. -. -. _ .~..L. -. -. _, _ .sgT/(;)N. 2fJ-. _ . _ . ~LOp'E_ , _ . _"\.~ _ . _. _. . _ . _ .EXIS~WA.L~ . _ . ~~."J, _ . _M~S INV = ~5.~'8 ... TOE or SLOPE "f;) , ........ " -'_._._..~~.-.-.-.-.-._~-,_. ,,'0 TREE LEGEND o = CAMPHOR 1$1 = CEDAR o = CHINABERRY 8 = CITRUS ~ = EAR TREE <8> = MAGNOLIA @ = MAPLE 0=OAK ~ = PALM ~ = PINE MUNICIPALITY: CITY OF CLEARWATER ZONING: I (INSTITUTIONAL DISTRICT) LAND USE: T /U (TRANSPORTATION/UTILITY) LEGEND. CONCRETE HEADWALL TOP EL = 77.78 SLOT (2.0' WIDE)' EL = 77.26 SKIMMER (0.5'x2.3'xO.66' HIGH) TOP EL = 77.69 * CONSTRUCT 0.68" DIA. ORFICE @ INV, EL. 76.20' 42.70' PROPOSED GRADE ~ ~ PROPOSED HYDRANT ASSEMBLY III PROPOSED WATER METER H PROPOSED GATE VALVE . PROPOSED BLOW OFF . PROPOSED MANHOLE r- . PROPOSED GRATE INLET --0- SILTAllON SCREEN j' ... DRAINAGE FLOW ARROW X - FENCE I I UllUTY EASEMENT I I -37.0' EXISllNG ELEVAllON CONTOUR LINE . ~ EXISllNG ELEVAllON (SHOT) 1.1' MUNICIPALITY: CITY OF CLEARWATER ZONING: LMDR (LOW MEDIUM DENSITY RESIDENTIAL) LAND USE: RU (RESIDENTIAL URBAN) i'~~)':~ I~t~ . ... ~." '.. . ~ ~ . 2;.~' FRONT SE7'8ACK LINE ~ ~ II~ 'I 7.0' WIDE BYPASS SWALE I~ ~1 I I I I I I (~r i" I ~1'1 SURVEY ~~ MUNICIPALITY: PINELLAS COUNTY ZONING: R-6 (RESIDENTIAL) LAND USE: RU (RESIDENTIAL URBAN) SCALE: 1" = 20' ~~ MUNICIPALITY: PINELLAS COUNTY ZONING: R-6 (RESIDENTIAL) LAND USE: RL (RESIDENTIAL LOW) \o~ ~~ CJJ~ ~((; v~'v ~" - NORTH PER DEED UNPLA TTED WEST BOUNDARY LINE OFYTHE SW 14 OF SECTION 17 BEARING REFERENCE'. W SIDE OF WALL 0.2'E N 00'24 '40"W(D&M CONe. BLOCK WALL ............................................................. .,........../0'..............................'...........................................................................................................,.................................~;..........................Io................................................................................~......... .. S' ,,'O~k 138. 8@ ",,~ ....,... .'I~' ."' ":'\"" .:'.....~..~..~: :,....;~4~..8~'.... .....Oi& " -.:L '.1 . "l~' i~ ;'d.cR 1,1 "..... ,r'" f;)lb 4." i..: i' .~.~ I! ,,'0' "v...... '"'. ... .-, i:.: '.. , ...... . I' :..ii '. .11 "',' ~. ..... " II ..:..i, . II ,'.'. . 110 ......., ,." ;~~ :.. .~. I, .' - t. '~. {: ~ .... ~:.:. r' I rr~ .' 1 . k' I ~"i:i:-..' ~ ,,'0' I ,,'0' :.:% .,' '~ :::~. .... \I I .....: . .... II .::.:.:' .,~ , I ~ i;': ,~: !Ii ~ ....., ' l3 I "Q ;:;:.' ',' ~ ~ ~:,'.' ~ I ~i'i: ", .... ;ct :::., .:. i=:: ....... . I !J'l ..... , I B :~:F~r": '". . :i(: ".:. ~ cp~ ~~ ~ ". \I ~ ~ . ,,'0' 1"~~': >'11 t ;:jf> ' ,,'0 .;.:. : 1I1~ r--' ~ ~::: "'1:" : !\ "r1U' .... 'i . .~, .--ct 11. '.... . I '"'""" i!/I'!:!~..~~ ~r '.- II r--' ~ ~ ~" I r--Pt ':"--1",1 ~~ ~ '..% .'. ..II~ !l! !l! -:. 11.1 ~ ~~ '..j' "\ . I.. · +Jc ~':.:': 'I" 'J~p '1f> ~ :'. 4 :~. . ~;." ,,'0' ,,'0' ':"'" I~': .: . ,,:' '1.~'!'V ..... IJ... . . .... :;:; . 'J:' . 'I .' ....,. , ...... '. I ....., I .... ~::. .' t. '. .'. . ." . 4 ;.: :.... .:'~, ....~ . J : I, .' 4'" ~". .... ~ ". . .' " . .', . lb" I . 4 . . ~ ....1 ..~, '.. ,". .~. . '. ~ . " ~ .... ~'l~!i 1,J", ~l~,!i!g ~f;s 3/' · I~ !}. :$~ ',,~, . I t~r--' 0"""" ,'" lb 1 'D~ - ~ ~~ ll~' ,,'Of) :(l, r ~:=:1 "\ ~ J 12~1"- ~ · \ ..:..., . ,I ~ r--' r--' 16 t;\ ~ 10- ll'l ::':~ 't:: ,I t r--' r--' --:-' I"l 6- \::..J 1 6- ~ \ ~::. "".: 1'1 ~ r--' :=: r--' : :~'& ~ \ 1 Gf- ... I' -. '\.""...!'I · - .:......' I t r--' r--' I ~:: . :'...-.... ~ - - - :,:';.' l r--' ~ I~:~:~~~ ""~_ _--- ----------=--- -r;\L---- ~ :..(.~ '.. . ,:' ::~:::. - - _ ."_ -;- PiANO BUFFER r:{ 25.00 UPLAND BUFFE \::..J r::\.4~4- .~ ~ I rr: II! YI-' ~ I ~I:~j!i!~i: . .~r "'l"" 25.00 U .,., · ~ ,~ .' 1.::/ ~ ~~ .... _ ..,.,,.. I ' "!to.. . . . . ' . ,,~ ,,'0 c: 0 .:.::. (j ~ r-::t 1 ~: i!n:: ::: ::: :: ~'{.U:JURISOICT10NAL FlAG (TYPICAL) t\) :!\ ~ J0102 :.:'; 'q'. r'O( ~ ': ~ ~: ~::::::::::::.~ ~ ~ SHW NAIL.. ELEV - 76.64 '~S- I ...... . ~ r--' ~ ~ !fl.........,..',.... ~~ ~ JO OJ Ie .." ".:. 11;: :93: : : : : : : : : : : : : : . c:5..'\~ t J010S J0104 f> ..'\. 10- 04'OS '49 "W(Mn . .. r '. r--' ,....", lti. Jh' . . . . , .. NO,.,., . ." . .,.. ..'\.. '\. N \'~. . . . . 'J.\~' . ~ :.:.....;,....:., ~lll' ~::~:::::::::::::~~r.d7......:"~~U-(~..r J0106 .' 45.J.5.{M}...... .~.~.DfY74'$hrM~ NOO."4.2r:!(M,}....':. .......,..4~.~0.M.... :.., . :;;-::5p:~6'(M~:::::::::::::~:'::::~.-c,.. .... '.' .,....,.,:t ~ t . ~'....,.....,.. ............,..'::~ 4J.~' N 0(J'OO29"W..(M) -...... ......................,'..;,of..8'(Atj..~~.,. ..,'...'....,'.SWF,WMD.....6nAtlO'L1N!.......'............1o.. ......,',.....,.......,'.'.~~....'" ~~J01 i:~'~ ~ ~fi: "J Ie ~ :i.i~~ ~ ~ ~ ~ ~ ~ ~ ~ ~! ~ ~ ~! ~ ! ~ ~ ! ~ H ! ~ ! ~~!~ ~!~:;:;:; ~ m T':: :~~ :,: :g~' ~ '~~~~: :iMi:fdNb~ ~bb.Niik~~ti.bk ~~~tA~.:~: ~ : :: :;\::: ~~~: ~: \k~~ L~ti j: ~ j ~: ~: ~: ~ ! ~: ~ :1~~~j.~!!!! ~ ~ ~ ~ ~ if':!!! ~ ! ~! ~ ! i! ~ ~ j! W. Wj.~~~i~ ! ~41 :'bj~i; ~: ~ ~ :~~ . ~. --= ,,: :"::::::::::::::::::::::::::::.:::::::: ~~ ~~ ~~~!,~.. ~M;::::';:;': ~~~ : ;: ; : ; : ; : ; : ; : ; :; :; : ; : ; : ; :; : ;: ; : ; :; : ; ! ; ~ ; ~.; ; ~ ; : : ; : : ;:; ; : :; ; : : : : ; : : : : : ; ; : : ; : : ; ;i;; ; ; ; ; ; ; ; ; ; ; ; ;: : : : : : ; ; ; ; ;; :; ; ; ~ ; ~ ; ; ; : ; ~2.1B~ 7:6:" D&M): : ; : ; : : : : : ; : :: ; : ; : : : : : : : .:~ ~ . : ,::::~ I . r--' .. ~~~:: :;;J.~~: ~~H :~v;: ~~: ~ ~l:: ~~: :.: j::::::::::::::::::::::: i: 1: ~: ~: i:~:: i: ~:!: ~: ~: ~: ~: ~: j:!:!: j: i:!; ~: ~:!:!:!: ~~::!: ~: i: !.: i:!: i: ~: i: ~:!:!:!: ~:!:!:! :~~':: ~: ~: ~:!: ~: ~: ~:!: 1: ~: ~: ~:!: ~: ~: i: j:!:!: i:!: i: ~:!::: ~: ~: ~:!: ~: ~: ~: ~::: ~:!: ~ :.~~~: ~: ~ :~:'.!: I .' ~ r--' . . . . . . . or.' . . 1J. . . r......'f.r~~. . . . . , , . , . . . . . . , . , . . . . , . . . . , . . . . . . . . . . , . . . . . . . . . . . . . , . , . . . . . . . . . . . . . . . , . . . . . . . . , . . . . , . . . , . . . . . . '16 . . . .qi. . . ''':.' I ~I I .' W:\?: :1~', :pvr: :i=:: ~~IO~: ~::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: :~.i: ~~ ".'.: I:".:::.' ": ':': "::' ':.:'":".'.:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: :::::::::,,:::: .... I . . . . J,Jf, . . /J, . , ('r:,I. .:,Jo. . . . . , , . , . , . , , . , . . . . , , . . . . , . . . . . . 'wlthv1clp/I,t.rtr.. clrr. 'OF' tLlS'ARWA1ER' . . . . . , , , , . . . . , . . . . . . . . . , . , , , . . , . , . . . , , . . . . . . . .. .. I ..i;' I r--' r--' r--' r; . :::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::......:.:.:.:::::.:.:.::: .::..:.::..:..,:.,:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: .... . ~ r--' ;.....- . ..,....'...','....,......'.......'.........',...,.,.,...,'...'.'.'....,.........,.,.,'...'...',.,.. 'ZONffvlG" 'p. . (P.RESEWA'tfQN' 'l:JIstRldr)' . . . . . . . . . . . ' , . . . . . , ' , . , ' . . . . . . , . , . , . . . . . . ' . ' . . . . . . . . . . . ' . . . . . . . ' . . . . , . . . . . . . . . . . . . . . . ' . . . '. ....... I :~~ I ~ I~"""":=: ~ 3. I ~ ~ ~ ~ ~ ~ 1 ~ 1 ~ i ~ i ~ ~ ~ j ! ~ ~ ~ ~ ~ ! j ~lJ~ ~ ~1 ~ ~~iJ Jt~t~~: ~;JJbl~j;{gN i ~ ~ ~ ~ ~ ! ~ 1 ~ ~ ~ ~ ~ ~ ~ ~ ~ ! j ~ ~ ~ ~ ! 1 ~ i ~ ~ ~ 1~~a: Jkil i ~L :(~i~BtNT~L: ~i.~w): ~ : : ! i !1bt: ~~) ~ ~t~ Jt~7b~ ~ 1~&~W~J.itb.i.J. ~ j ! i ! i ~ ~ ~ ~ ~ i ~ ~ : ~ i ~ ~ i ~ i ! ~ ~ 1 ~ ~ ! ~ ! ~ ~ ~ i 1 ! 1 ~ 1 ! ~ i : : ~ ~ ~ ~ i ~ ~ ~ ,',': ~ I I & I ::: I : : : : : : : : : : : : : : :: : : : : : : I . . . :: :":: I 1'1' I,'.' '.::' I , . . , . ' . ",, : I I : :: : : : : :: : : : : : : : : :: : :: : :: : : : : : : : : :: : : : : :: :: :: : : : : :: : : : : : : :: : :: : : : : : : : : : : I : : : : : : : : : : :: : :J.~l ~:": :';'0' . J,\iJ: 6:"6' :: p,' ;J~ :8" :71 : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : :: : : : : : : : : : : : : : : : I . : : : : : : : : : : I 'i',," . I ~r--' Mfl: tl.:.:,:.:,:.:,:.:.:.:.:.:.:.:, :(:Pl.Jt.r. 'sot)l{: '146j : p.AG~' 87.J.: . : .: . : .: . : . : .: . : . : . : . : . : . :. : . : . : . : . : . : .: ' : . : .: .: ' : .: ' : .: . : . : . : .: . : . : . : .: . : . : ' : . : . : . : ' : . : . : . :V~"':"/: ''!' .I;'r\ : I~ .': :"'':''t-:.. 1'1' : . : . : . : . : . : . : . : . : . : .: . : . : . : . : . :. : . : . : . : . : . : . : . . . : . : ' : '~j:' : ~"J 'bk~ :..:.. "" ~ ~()r-' 1~'V ~::::::::::::::::::::::;::::::::::::::::::::::::::::::::::::::;:::::::::::::::::::::::::::::::::::: Qpt,4t:::: :sitef::: wef[A:tJ..t)::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::;::::::: :::::::':::::: :~!:::: ~ 1; I i~ ~. ~ ~ 111111 ili I i III Iii lili Iii II II II/Ii Illi Ii Ii Iii il illlilll i II Ii Ii li/llilll il illlllil il il il il illlllll: Iii ii Ii il illli'illi Ii II Ii liillllll ii Ii/Ii Ilil.ii i Iii II i I iii 1I1111111111i li/llil il il il illl ili Illi III illl i/ il ilili Ii ii Ii lililllill !\:iii/il il ii ili I1I1I " . I r--' r--' r--' ~ . . . . . . . . , . . . . , . , . . . . . . . . . . . , . . . . . . . . . . . , , . . . . . . . . . . , . . . . , . . . . . . , , . . '1'Q" . . , . . . . . . . , . . . . . . , . , . . . . . . . . . . . . . . . . . .. ...,....... ~ i .:=: :=: :=: ~ . , : : U U ~ ~ ~ ~ ~ ~ 1 ~ ~ ~ ~ i j ~ j ~ 1 ~ ~ ~ ~ ~ ~ ~ ~ j ~ ~ j ~ ~ ~ ~ 1 ~ ~ ~ ~ ~ 1 ~ ~ ~ ~ j ~ j ~ ~ ~ ~ 1 ~ ~ ~ ~ ~ ~ ~ ~ 1 i ~ ~ ~ ~ ~ ~ 11 ~ i ~ ~ 1 ~ 1 i ~ i i ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 1 ~ ~ ) ~ ~ ~ ~ ~ ~ j ~ 1 ~ ~ ~ ~ 1 ~ i ~ ~ ~ ~ ~ ~ j ~ ~ t : i ~ ~ ~ ~ ~ ~ j ~ ~ ~ ~ ! ~ 1 ~ 1 ! j ! ~ ~ ~ ~ ~ ~ ! ~ ~ 1 ~ ~ j ~ ~ ~ ~ ~ ~ 1 ~ ~ j j ~ j ~ ~ ~ j ~ 1 ~ 1 ~ ! ~ ~ 1 ~ 1 ~ j ! ! j ~ ~ j ~ 1 ! 1 ~ ! ! [ ! ~ ~ . 1 ~ i [ 11 ! ~ j 1 ~ j j ~ i j j ! ~ 1 ! ~ . Ir--' r--' r--' 'i -.....:..:..;::::"....,'.'..,'......,'....,.,..'......,...,.....,'....,.....,.,.....,.. .........'.'.'...'........,..'..,.,','.....'.'.',..','.....................'..,'.'........,'.'.....'...................'," ....... ~ ~ r-' ,--J ,---J ~ ~ :.ij ~ : ~ : ~ : ~ : ~ : ~ : ~ : ~ : ~ : ~ : ~ : ~ : ~ : ~ : ~ : ~ : ~ : i : ~ : ~ : ~ : ~ : ~ : ~ : ~ : ~ : : : ~ : ~ : ~ : ~ : ~ : ~ : ~: : ~ : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : . r--' r--' ,.....-J ,..... ~:':':' :':':':.:.: ':':':': .: ': I :': .: ':. :':.: .: I :':::.: ':.: . : ':':': :.::::::::::::::::':';,:.:':':': :0: ';.;i~~J!S,~~.+j~'N. : t : ~:m~~:: I:' : I :.: ':.:.:' : ':':': I :':. :.: I:' :.: .:' :' :.:. :' :,:~.:.' , . . ! I=: r--' r--' 'i ~.:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: ::::::::::::::::::WE~'.J:.A..1VQ:: .~VP~,?~t.1:/;I;V: ::~~t.1::::::::::::~:::::::::::::::.:.::;.:..:'~:.a.:. . . -'-'- : ~~~ ..',.,..','.'.'...','...',.,',.,','..,.,',..',',.......",.'..'.,',.,'.....'..............,....',.,'.'..,....'.......'..,...,..','..".. : . '.:.:':::::;:::::::::::::::::::::::::::::::::::::::::: ::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::~:" , . . r--' r-<;;::r--' ,-. -. ..... , . . . . . . . . , . . . . . . . .. ....................."'.....,..~- ! I r--' ,...V)r--' ~ ~. . ''':'~:~: ~ : : : : ~: U :l} : : ~ : ~ ~ ~ ~ ~ ! ~ ~ ~ i ~ ~ ~ ~ H ~ ~ ~ ~ ~ ~ ~ ! ! ! ~ i i ~ ~ ~ ~ ~ ~ ~ ~ ~ i ~ ! ~ ~ ! ~ ~ ! ~ U UJ : ~ . i i~ ~ ~ MUNICIPALITY: CITY OF CLEARWATER ~'~~1,~i:8~' . r--' ,....V)::: ~ ZONING: LDR (LOW DENSITY RESIDENTIAL) r--'::.j LAND USE: RL (RESIDENTIAL LOW) . r--' >r--' ~ I:=: 'I"-:=: ~ . r--' r--' r--' ~ ::::::' '.', }' :::::: ::::~ ~i~ ~ ~i:i :.::.: " ::i~ f 'l,' 'l.' :::::: ". ...... '/,' :'~: ...... ,:.':' ....o' c... C\j :~. .' ~ .... c ....:. j:::: ..... ~ .~;. ~ ..... Ll... 1:;.00'1.1 C ""_'" ~. .~ ).. ~ ':'.. ~ .:::. :s ..... 0.... !Xl .:..:. :r- :::::: f;:: :..:.. 25 ". ~ ..~.. I i~t ::::::: {~ .' ::~: ~.'. '.,~. ~ ~ 12 ., ...,. r0',' .4'.. '. ,. ',' ~ ~"~ 25~:;R;;T S~CK LINE ~ ~I ~ io~ r- ~ to-:...... ~ ~ 7- ~ o 8 10- G 9- o 7- ~ 1B- o S' ~ "J "lb FlAGPOLE 0 ~ ~ €I LOT"lb'2 L 0 7;;;/-1 ,,,- ~ C(}B- 12- 8 T.04= 79.0' 7.5' r DRAINAGE EASEMENT ---,- ~ '00 22.50' DRAINAGE EASEMENT II -1"'! HW NAIL: ELEV - 76.19 lb 7- I ,,~. 0 ~ .~ lb "lb ~ 7- 8 ~-- ~~ 1.1' '~c;f B ~~ 4~S~ 10-1$1 _-L_ 7.5' DRAINAGE EASEMENT 5-'.7' I 06-.~~~ ~ q ~- ~~7~"- *'" / , 9- r$i ~- 7- ~ 0 l-OT 3 1S- o ~ ,,'0 . . '. 'RO~ f> ,,1' lb ",,' 6~B- 1,]- o 4rE:J- 0S-~~6- o 6- ,,'0," I ~ ~ ~ inltj to-: ~ ~ ~ B- o 10- 8 '0 ",,' LOT 4 ~::: .' '.', :::~:. ::::::' :.':" SANITARY MANHOLE ...... RIM fL == 78.30 ". ~ ~Z~ :: ~~:~~ f~: ~ I ~~: ~:;: ~ :::.: ../. :::.: .' }: ~:% " '.'. ~:~: '. 11 .' :: Ii :: :j ! :. U Ii H II PROPOSED 5' WID SIDEWALK OWNER: GEORGE G. PAPPAS 901 NORTH HERCULES AVE. CLEARWATER, FL 33765 PHONE: 727-298-8880 SUITE D PROJECT ENGINEER: GALEN J. HOFMANN, P.E. 8620 AIRWAY BLVD. NEW PORT RICHEY, FL 34654 PHONE: 727-844-7686 SURVEYOR: ADJUST TOP OF BANK OF EXISTING SWALE LOCATED ALONG VEL VENTOS DRIVE AS NECESSARY FOR THE ENTIRE LENGTH OF SWALE TO A MINIMUM ELEV. OF 78.45'. MICHAEL BAKER ASSOCIATES 220 SOUTH SAFFORD AVENUE TARPON SPRINGS, FL 34689 PHONE: 727-938-5026 fJ ",,' 1B- OW-SITE WETLAND SECT/ON 1 7, TOWNSHIP 28 SOUTH, lJJ :::> ~ :s "( ..c: "'I-.J '" 0) C'\J RANGE 16 EAST 66th STREET NORTH (63' RIGHT-OF-WAY) EAST RIGHT-OF-WAY LINE s ~ 8 1 ."J "lb VICINITY MAP Oi' ,11. I'<'j ,,'0 ~I ~~ ~~ -=t:~ -1~ ~~ c~ ~~ ~~ ~ 'C ,~ ,,'0 7.0' WIDE BYPA1J::'i SWALE 4 €I ,,'0 INDEX OF DRAWINGS '0 ,,'0 . 7.0' WIDE BYPASS SKI, TITLE SHEET SH EET 1 EXISTING SITE / DEMOLlTIOM PLAN SHEET 2 COORDINAT~ GEOMETRY PLAN ,(ifg", SHEET 3 ". .;ii,' PROPOSED GRADING & STORMWATER ,1t)RAINAGE PLAN SHEET 4 POTABLE WATER & SANITARY SEWER PLAN SHEET 5 ~ . SHEET EXISTING NODE DIAGRAM 6 PROPOSED NODE DIAGRAM SHEET 7 ~~EUTILlTY DETAIL SHEET SHEET 8 PAVEMENT, GRADING, & STORMWATER DETAILS SHEET 9 ORNER NOT SET (INACCES..i:fJLE) " ." I r--' r-n-,r--' 'i r--' r--' r--' r-I ~ ,,'0' NOTE: 9-1 GALEN JAY HOFMANN . P. E. 8620 AIRWAY BLVD. NEW PORT RICHEY, FLORIDA 34654 TITLE SHEET Sheet 1 of VELVENTOS WEST SUBDIVISION 3311 66th St. N. CLEARWATER, FL. 3376.1.. :.'.:, 9 REV DATE JOB NUMBER: DESCRIPTION ".,' 'YI,'l"!.~' \.,\ .', /' - '-If. "', ' ~'" \, f\, " .. ... . ~~,,~~~~.~,f\,~' SECTION 17, TOWNSHIP 28 SOUTH, RANGE 16 EAST TREE & TOPOGRAPHIC SURVEY 'MUNICIPALITY: PINalAS COUNTY MUNICIPAUTY:PINEUAS COUNTY j ~ ZONING: R-6 (RCSID.NTIAL) ZONING: R-6 (RCSID.NTlAL) . ~ '\ VEL V E N TO S WEST ~ lAND US<: RU (RCSIOCNTIAL URBAN) SCAlE: ,. - 20' lAND US.: RL (RCSlDmTlAL LOW) l ::::;: \, LORIDA ~M #' - ~ . ". : ,.,'\. I. . # NORTH PER DEED ~ "\'"""""""""""""",,,,, in 0<0 Q# UNPLATTED ~...... Ol ~~SEcnON 18 <(~t~ """__Ta",rG~ ~..::::~;..:::.., 66th STREET NORTH C\J I '11 , 'I/O IN WALL FOOTrR" /,W SIDe OF' WALL O.Z'E .,:.,:::.~~~ (6J'RIGHT-OF-WAY) WeST BOUNDARY LINe OF THe SW 11 OF SeCTION 17 (BCARING ReFeReNCe) CONe. BLOCK WALL 278,80'(D&M) \ / . " ....,,::,.:::.~.::...,::~2' \lVP_ -f- , .' " .,....:..:..:::..:,.:::.... ....::. ..... _ .,.....:.1..,.........::..:....:.-'...... ~.'f[t:".."""""."'""" ~ swPOl~r;, ~1.t~M::/,:t" '~...~""'''''~;,.."....'~~'''..M.'''.. .,..~.''''.,.,..''''..,..,..,.;::'..':'..,..".'''...,...''''''..T38:'a..iF.'....'....'.'....""'" .. " .. .. ...... " .. " .. ?" I ~ EXI;'N; ~: ~M.' . ,l ~ 1'" '" ~ II> 1> " ,.~~"...... ., rop OF IAN. ~ .::1 ~'W/1T~ l/ANHOLE ~ ~ l' C ,,' INGReSS/eGReSS CASeMENT t/J R 0 Wa rEXISf/l'lG 8" IoY.M. ~ l' 2:,.:::::::::::::'" - . - . - . - , - . - . - . - . - ."..!L. , - . - . - . SEf:TIQN 2fJ-. ~. ,/:,:' I SECTION 17 . " ~ . ' ROW .A' C .A' I (OFFICIAL RECORDS BOOK $If)f, PArJE $84) -(I' ...~ 1" fj) . ~ ...:.....,..:::." '\' < .::' II l' ~ 1.' ...,. <:) T 1'" 8 ~"" .!.'.~. - . - . CX::SSt.;:L c- . - . -1fJ'~ - MES INV =:1 75.~'8:. .,/: I II Co' ~EXISTING 8" IoY.MA"o 'f ~~ .A~~"-" 1'" .A~ -(\~ "'').' J =i . ......:::,:::...::::::...:::..::::... - . - " - -. - . fl.. ,I 1&')' ~.... -(\ .'~ '\'..'Z''''' '\. . , ...... ,.,........'.....................' ...,..,..,.,........". .,...:..,.,.::...:::,.::,.::....... ~ ""'~ "'" SL"tH' - . ,...' I. ,v _'X"~ . .., .. .,.,. ........ ..,.','. '.' .,..,.....".........'.. .., .' ..:.......".. ..... .'...................".. .... .,.' ,..', .... ",..... '.." <r - - -.-.::.:.- ~ - - - -'.- - .-. .- "'. ~f.~ : ~.......\.=""::'~t~~.;~.':::...,;~,.,....:~.,.;~~,\:..=...=..~..~rci"",~::="'''~-- .~ ':':'_'~;"7~.'" - __..1_ jl~.',A",,~ .fs~rir~.~'n' ~ 1> Ta"~ #r'\'..."t,:-f~i () r ,.~'=;-'(-r (;--: 1Gl.~-/~.; 1~&~7) (~lJ@'r(v;..r ~ C..:':.'~':~ 0"-cff- ~;:'.::\~; - T lnw ,.' f ..' I '~::~.:! I( f (' /) ~.,/~. /: 1) ().. G.Jrso'( M' ~~~1"" ) (I 0, <.,~ t' : .t;':< 1> ~ ~ l' : l' r~~, 11)1.. ~ (/ (! (! ''''(! ' (! ' (~....,.(! ' (! ' !! r " '.' . . 25FSmACK LlN. ~ . 25.0' SmACKUNf - ~ $~' ~ ~ hJ~ ~~ ;;) 7) ! ! !. ! ! !. ! ~ ~~ ! ! ! ! ! l-i ( I '~ ~ l ' 1+-i!L ~~~; <~ ;/1.) /;.~ /1 /;)!80) ~?/~ /!) (~; , !;,.; /~ 8~. ~J ~ i.-' ~dt!!~!;:~lJ (!~"(! (~!I!"rl. (LA>->~I (~; (! (y..7s!~I~' ~ ~ iPi!~) '~(ll (~/ /! !! rr~U~(I'r(~!! !! !! '! I II' Yf/:' Yf/:" * 1o.Of -~ I II ~ 2! ~ It !! ~ic(j)t:4;'1 g~ ! ! ,( ! (! < ~ ( 0., ~ I i I..::) (; ( !) ! I (! ~.y! (~.,!! !( ! ! !! i / I ~ ! t 1'~' I .J'it~ ! gJ" !) ( !! !! !! !! !) !; !! (! d,.J ( I...... LOT'I"2" l' FlAGPOI.EO :~ I };~'"'l: I~l. ) (41 .) ),.) ) BO-h-OU). 17.') ~) ) ) (I') ) Lor 1 t I $~ ~II 1/' (, ( I (' '(' I (' , ( r (l,'r ( (( ( (t;s. I~f. t I ~n-!i ~!) !! !! !! !; !!~.,!! !!!!t) (I ~ % I ~n::11 ~\ ( !) !) .() ! 1\' ; l;.c.-2.o') ) ) ) ) ) J ( ! F'., ~ 1~%~11 ('1~(/ (! (! (! (! (! (!"t..(! (! (( I t!6>8. ~ I ~ ~ hll ! ) . . () !) !) !) !) !),!)'I ?) !) !) ~ :~ 1 l&J;$ I 11 ~ C;1;J...,..- T.O..- 78.0 10.00' I ':: /: ~II :::> 77.8 (.!J")~ II .~~ r EASEMENT ~ ii ~~ I II ~ 77. \ h~ It _ 10' _ y _ _ _ _ _...... :.;: . I cr~i~ rU!r &L, ~.1'J - I I .$' .p I . ~ '; II - r ,.....,. , (, ..... ,.,. :~:. 1" 16'11,: ~II t ;3' .'l.... -- NAIL: ELE'I. 7..,' ; { : "q H~~~ ~~~ ( 1" I~ '~~J ~.. ~~" $if~7~". *' I II ~ - ..., ,. I ~ t<!>l ' , ~ . 15.Cl!)'(IJ)! . ~~ .JlQ1Alt;::: ~ t- 4~$. $i ~....... 4':5~10.1c:I>' .~ I I !ilif~;::5l~ ;:-' &I~~. ~ ~ 8 1>'~ I ""I!' (!)' (! ~ (! ~ (! ~ (;' )J ~ (!)' ('~7 ~ I ~ ':. 1 .:: I Ili1II~:! -~~lll ,. 20. LU.OT 3 ) ) J /o.c;. 76.tf' J (' ) ()) ~v) " U ~ i ~,jff~.~~~~2~~.- ~.' ~.. I ::(; /4?;~:2~~;;:;~:ND(;((:/(;/<rP}>; ,.,~ I ~ ~ i'~ .... '.'.' .~~ ,~.~<.'~ g;!.... I () () (~' () () (/, () ().G:r'(V ( ~ I!i L ~.. I' . ~i .,..;.. . .' ,~, ( (I ) (! (! (! () lJ ()' ( ) (~L ! t I!~ I I' I'" ,. :' . .. .' . ref ,.... .~ ... ' I ) v !)!)! / r ( ) ~.' () ! 1 I ~'!1' .,.!I. .... - q'cr)' l'g~ (! (! (! ,.-(! ,I! (.'()(/;) ,. ~~ 10. .... ~ :. I .... +- ~!~ '. , '. . . ." ;; . . ~ '.. '0 - ~) ( ) () ( ~ (if. """- - Ta,::m---..J II r!* ii,c:' ,. {'" . 'I~ I ~.::,:~ "~ ~ ~"B" ~., I (! i ~ ~ ~ (!i'('! ! '"8 " .' .1> \1';'- -. ~".,,,, . · ! ~ ##'!'. v ( j ,., I ~i I L~~1 'tI)0~"~ OfJ-S/TE WETLAND I!( ( !) ~. !;--U, . (j/ ;~~ I ~~ 1 lit:: ~:::~ .~ If. JV I~ LOT 4 u) 807ff6Aj." ~3.oYd I (I ~ ,. ~ :':. I t. I Ili::~: i iJ:!~~~ !:: ~., I !) )~C_116;o'. r) V ) (," 0 . f I i'l'-8, ;::: -..I.~ . i !~!i~! ....' ( ) , (.~,. (' ) , (') () 0 4~4. ~ tO~1Zf:\ :~ .: , !!II- /~ 'I' ,~..,.,. '\'.f;) I J () · () () ( 1":'\'. ~ ,\ I t I II. .~\Y':~ 3 . : i~C:H!: I SILTATION FfNC< ~ \" J .4.'~.J).a- en') J. J '"" ~ ~ ~. ..:'.:~.:::.:.:~..:: I~: 1f"\D.lhi ~ '~11 J~;nn1i:.;::~~ - - 11:. 0'---UPLAND8UFrER LINE ~ t 18. . 1 ~kJ~VV D~ ~ ~ J. i~~~nnnnnnrtL:JlJRISOICT1ONAL 1ZNI~(TYF'/CAJ.) V' SHW NAIL: ELEV. 71.14-, 0'$ JO~t02_ ~c:. .." :J . _'j I'~l!'" ..'........... C JO OJ II . .. JIl ' ~: -1' ,...., : ":::;;:::::::::::;. Q ~ t J010$ JOt04.. .. .A. to. N ""'_'4gwun, .." It) 1 ' A ,-J ,...., 'r--' ., .'...""......... N'" "" .,- ,A 'V .11..... 1"""" VT""'" rM~~\".' .,. "'r~:" __ -: :,:'J . .., .:. :::::::::;:::::: :::. O,.-u....,.]"(lr~'. JDt- . ..'~~ N 00'$4'5.J'li __ J N 00'J4'27-"!l. ,.' 4'.IO'r""J' .., r:'f: i1M ill. ::::::::;:::::::Jt~:;:.~.. . ~ ,~' . , I . . . , I I 'mtJlltl9 ~ IIV .0#1# III. --.. ~ ... ...!!..l' . ~ . . . . ~~~ ..,..,.. !9Jii' , ~ ::.'::,,:'::'.::'.,~ ,:,......, ~ CI:r ~'.."'II.I.....",.,.!IN "",""'.,~ . 'Il ...... , ._'WIII' 45_ .......'..............,'...~....rKI... .,. .'. . . .... ...~~:&.~..,... ...... ...., .'..,..... . . '..... . .'. , .....'...'....,.. ~.'. _.oo'l'u\ "'" w~ :1, ~""'.' ~.:.:':.:. :.:. :.:. ......:.: .:.: .:. :'.':'. . 4J.q".... ~ H O'-DO~",:"',a;;;I '1""1 :~:.:.:.:.:.:.:.:.:. :.:.:.:.:.:.:.; 'T"'l.,..~..".:. '.' .:. '.' ....,:.:.:.:.:.:.: ~""~ :~. .:.:.;.: ,:.:.:. .:.: ':.l.~:" .': .:.:.:.:.:.:':':. :.:.: .:.:.:. :~1l"':':' JOtOt ~~. ,.." IV",,, l: 'r- CF. :..~:::;::::::::::::::;::::::;::::::::::::::.' '.' :,:,!".:~;~ -- ,...~.....:;.:.::.......:.....;..,'...:.. ..'.. :::.' . '.:.: ':::::" ~:::.., .r:::::::::::;::::::::::::::::::::;:::::::::::::::::::: :::::~v..;::::::::::::::::::::::::::;:::::::::").::::::;:. SIR I' I. . . 'J. ' . . . . , . . . . , . . I . I '/I"" . . . . . '.'.'.' 'w. I '1' '.' ".~' ~, , "'" I , . .. , . . . . , . , , , . .. .,.,.....,..,. . I , . "1 I..... *11..'. ....................,'......7J '.':':' .:.:.:.......:.~. ~., .. 'w. ,..:..........,.,'...........'..............,......'.'?( .,... .' . ... .................'.. ........ ....'.....'.........'.. ..., . .' . .. _ CORNER HOT SET ~NACCESSIBLE) :,....::..::. I~' ~ , :: ....::;:::::::::::::::::::::;:::::::....:......:........'........: :." '::., :':..:::":::::::::::::.:::::::':.:.:.:.:.:.:.:.:.:::::::..;;:::::-:.:.;::.:-:::-:-:-:-:.:.:-:::.:,:-:::.;.:-:-:-:.:-:.:-:.:.:.:-:.:::::::::::::::::::::~~O:'76t~rpJ.M:t:J::: ::::: : :::::::::: :::::~:~:--: II'). tfJ ., '!" ;;"\::: ..................S . OOI~:~~"4:().~J;:{~'JtM: . . ..... . . b. . . . . . . . . . . . . . . . . . . . . . . . 9>' . . . . . . . . . . . . . . . . . . . . . ~ . . . . . . . . . . . . . . . . , . . . . . . ~:':Q..~. ::~ ~J;lCi ':''':' . . . . . . . . . . . . . . e;, ::,. "" 1" 7.: , --~ ~'\: . I~: ~!:()NJHf~{~!WHt~i1J::~H:i)tITh:\t~n~:?~ij?!~!~j}r~:HHHHHHUHH! :H:H!UH!HHhHH~)?HHHUHHHH)HHUHUH!H~}UHHHHHHHHHHHHHHUHjhHH!~!UH!UHi~jUH~!:H H:H ! H!U~H~fHU~: :~ ;~: I~. I il -::..J ~ I :::: i~v.: :i:b!!: pV{j= :~: ::16 :o.$.: :1!:~::::::::::::::::::::::::::: ::::: ::;::::::::::::::::::::::::::::::::: :::::::::~: ip,: ::iTk: :CJiY.: ~ :cLiAk:::: :iR::;::::::::;:::::;;:::::::;:::::::: :;;::::::::;:::::::::::::::::::::::::::::::::::::::: ::;:; : ::::: :~~: ::::::::~:::: . I Z I .- :::::~.; ~ ~ ...t<<>>..n.<<:<:.......:....... >~ZJ~;~~~ii&i~J~p1'<<1'1'1'1'1'...1',yy, < ,yy.;y, ~ 1 ~~ 1 Ig=: ~~ ,...., ~ I :~~!j!:~!!!~!!!!!~!!!j!~i~!ji)!)iRi!i)!~iJi~i~;!j~J~~,W;)b~)j!j!~!!!!!!~!~:!j~!!!~!)!!:!!)! !~j[!itANiJ~J;k;[!~L~iRt$ib(fJ.TiA~i:Lowji~i~!~!jibW~~!!j~tLJt~t~~j~~bjW~)d)J!~~)jj!)!~j[j)j~!~![j~!~jj!j! !!!!! j ![!~\~\~j~ !!!:~;i~!~!~!~! ~~ :z ", -- ";. ~ f ~ ~ H ~ ~ i ~ ~ ~ ~ ~ i H ~ ~ ~ i ~ i ~ i H Hi: ; r: ) : : < : . : . . : . . . : ;:. : : . . : ~ ~ . . . . . < ...:::::) ~ : ~ ~ i ~ ~) ~ ~ ~ n ~ ~ i ~ i ~ ~ ~ i ~ ~ ~ i ~ ~ i ) i ~ > ~ : i ) ~ i >: ~: ~ ~ ~ : ~ ~ ~ : ~ ~ i : ~ : i: ~ : i ~ ~ H i ~ : ~ H H i i: ~ H ~ ~ i ~ ~ ~: i : ~: i i (t?Li4r ~!i.boiC'~ ~ f~~,)i~~t ~?j H ~ ~ i ~ ~ ~ ~ ~ H ~ ~ ~ ~ ~ ) ~ ~ ~ ~ ~ ~ ~ ~ ~ i ~ ~ H ~ ~ ~ H ~ ~ ~ ~ ~ i i ~ ~ ~ ~ ~ ~ ~ : ; > ~ ~ ~ ~ ~: ;> ~ ~. 11'( ~Pf ~1~~:;.-11 ~!t:.;; :;.:.;...;:.::...;;;.'.::;:;.Sm;m:~j1. 0.~m..;;...;:;;.;; .;.;.:'..;.;.;.';;.;;:;;;;i;.C1FPJ.lSixTS.:.;WfttAND.:..;;;...;;;:.' .;.;:....'.:.;.;.; ...;.;.;.;;;:;;....;;:...::;;;:;.;. ...;. ; .;.;..;... ..;....;m::;' :::0 . a · ;. .-- -- -- ,... ....................................,......................'. ..... . . . . . . . , . , . . . . . . . . 'WE:T.f:AND 'CONSERVAfJ()t{ ,;4R'~' . . . . . . . . . . ..... . '.' . . ',' ......... . . '.- - ~ ,I i~ ~ ~~.ilill,..U.lli.m.j:.:ili.illjj!Jiilliill:ii.iii;ii!llilliJlJBlli ill ill ~...- - n .-- ~--,... Wiiu.NOLiN1':';;':~ j; I~ ~::t MUNICIPALITY: CITY OF CLEARWATER n ,-- ,-LI}__ ,... ZONING: LDR (LOW DENSITY RESIDENTIAL) i' !~ ~~ ~ lAND USE: RL (RCSIDENTIAL LOW) :~ I~ ""'~ ::t :: . -- -- ,...., ,... ~ : :~ I~ ~~ ::t BOUNDARY, SECTION 19 p $~~;;;': , M * - Ce04R " I UNI o - CHINABeRR~ \.1 ZONl 8 - CITRUS LAN $ - CAR TREE - MAGNOLIA @ - MAPLE 0-a4K ., ~ - PALM & · PINE c~~ ITY.~~ ' OF CLEARWATE~ ) : I (lNST/~ TlONAL DISTRICT) E: T /U (TRANSPORT A TlON/UTILlTY) - LEGEND ~ t CONCRETE HEADWALL TOP EL - 77.78 SLOT (2,0' WIDE) EL = 77.26 SKIMMER (0.5'x2.J'xO.66' HIGH) TOP EL = 77.69 · EXPAND SHOT TO 26" AT SAME EXIST. EU:V. PROPOSED GRADE PROPOSEO H'1nRANT Asstt.l81 Y . PROPOSED WATER IefETtR .. PROPOSED GATE VAL'vt . PROPOSED BLOW en . PROPOSED MANHOLE . PROPOSED ORATE INLET 0-- MUNICIPALITY.' CITY OF CLEARWA TER ZONING: LMDR (LOW MEDIUM DENSITY RESIDENTIAL) LAND USE: RU (RESIDENTIAL URBAN) SILTATION SCREEN DRAINAGE FLOW ARROW x- FENCE UTlUTY EASEMENT -37.0' EXISTING ELEVATION CONTOUR UNE ~ EXISTING [lEVA TlON (SHOT) . .., SANITARY MANHOLE RIM EL - 78.JO E INV = 7J.67 (8" PVC) W INV - 7J.65 (8" PVC) OWNER: GEORGE G. PAPPAS 901 NORTH HERCULES AVE, CLEARWATER, FL 33765 PHONE: 727-298-8880 SU ITE D PROJECT ENGINEER: GALEN J. HOFMANN, P.E. 8620 AIRWAY BLVD. NEW PORT RICHEY, FL 34654 PHONE: 727-844-7686 SURVEYOR: MICHAEL BAKER ASSOCIATES 220 SOUTH SAFFORD AVENUE TARPON SPRINGS, FL 34689 PHONE: 727-938-5026 i' ~ 8 ~ CAST RIGHT-OF-WAY UNe VICINITY MAP g. ~ " .1" ......._ ,J ['j 'jiY _ III ~ ~ >\:. :' ;. .'.,.,', :'" -,. ",- ;: r r-- ;,;.;~ I'-fo- -- __ >- 2":;; i:;:,"::.~", -;;;.:; -:te t....... :;;::: 1---- -- __ I- 1-1- - ,..j -~~. : '.:( -' .:. ..'..: . I.:" .--.... t"--r- ~I- -- - -..... ,-~-- roo- ~ ,.,J. ..... :;r . ,:: :";';,, ;;.. .. ~ :" .:. ---: ~ . f- _. I i- = !Ii' J.- y....!. 'i""'.',( ': 'W':' ," '., ' " ,.' ..." ,:r,. . \ 1 \ I I _~ . "7. ._[L~_ ':'.: ". 1. '/,. .. - "';:1"1' . / l' l I' _. ....)' .r 1>-- .. I. -:-'A:.. ,: ~~ r~ ~ ~ .., ,;"" .. . ':~n .... <. ..;., l~ ~ 1\ \ f f r- :: q:' ~ I'; :.q;{':Y:. - 11:::",")> ;. - ~ III lit ., i,. '>C~.' P\. -';' '; ~ I,> ,I; "i; ',' ~,;- ;' ...../." .'" ,. f- -r- \ = 'Ell . ~<;i" "lL; ;7," . q .', - r::::: \. v'" ,'(,i';: ..:I~F~ - 1'~::. ':~'''''- r- ::-1 I =~ =;:Xj~~: L:< : I...: ...... ......... . ~ ~ I I-~ lIlt- <... .: ..'::'k:;>< 'C''':: "- ~ ::';11I::: ~ j:;," ,: 1/ .:" : :.G.. . it.'. ,,;;;;:;. .. ....... - E::::; FFlIt ;;;; ;;:-.-- ~'.l': 'I:H"ii ,,: t~ : .;::, ....... ,... ,...~Jlr- ~ ~;::, ~ .UA '... I:;;.., ':'. j:'>: r- f- i-' , . ",(:;'<1\'0'> ,..:--,.'. ~ I- !- ...:, '..'~' ~ .. ':;'/~'.' :'cO . :,...- ';- ':".-.:,:. ". f--' ~ '... ..,;;.:;..:.::.-::; {. ?T'", - '. ....,.. .'. '::H:';},:, ,L" _ -, . .< .::. .:. . :';:,'<"J :'i:;.:.':.' .;,;,;' . - ,::,:.' . ~::~ ~ ,i.,\!:~' I 'i = JL I :.,,..:: , .. : ,:!t;T' < ,. . . . LlSJ~.: ~":;" :v- ... ....-..; .... . ~;. .,::>. .. II l' .,0' '). 12. '0 "'~ ~ i ~ !II "- ~ ~ (j) , 1.,. 1''> r /, \ ~ / l IIf " ~ ..., ~<b .".."') ~~ ~~ 8~ ~~ ~"- ~ .'). l' IlIf / 1..( './' .' ~ 1. 8 . I 20,00' UTILITY I EASEMENT ~-----~ () - - 1'" ~.... ~~ ---1_ 5.J.7' - , 10.00' EASEMENT " 24. o 7. , T.0.8.- 79.0' ~ ~ 1~ I -60.0' UPLAND BUFFER LINE ~~ . I~ -(I ~ .e. ~ ~ tf S'J &l !'; I ~ io (J) . '>ct" I I INDEX OF DRAWINGS " l' TITLE SHEET EXISTING SITE / DEMOLlTIOM PLAN COORDINATE GEOMETRY PLAN PROPOSED GRADING & STORMWATER DRAINAGE POTABLE WATER & SANITARY SEWER PLAN EXISTING NODE DIAGRAM PROPOSED NODE DIAGRAM UTILITY DETAIL SHEET PAVEMENT, GRADING, & STORMWATER DETAILS PLAN SHEET 1 SHEET 2 SHEET 3 SHEET 4 SHEET 5 SHEET 6 SHEET 7 SHEET 8 SHEET 9 .. 1" . '. '. '. TITLE SH EET Sheet 1 of 9 '. '. '. '. '. '. GALEN JAY HOFMANN , P. E. ~ VELVENTOS WEST SUBDIVISION 3311 66th St. N. CLEARWATER, FL 33761 8620 ~RWAY BLVD. NEW PORT RICHEY, FLORIDA 34654 . JOB NUMBER: DATE - 1 GALEN J. HOf"MANN P.E. CONSULTING CI~L ENI~R A.,.d F~~ r )-1 [''-0 J GALEN J. "i~_ANN,'P.E. I 21796 NOT VAUD UNLESS EMBOSSED WITH A RAISED SEAL 1 REV DATE DESCRIPTION SECTION 1 7, TOWNSHIP 28 SOUTH, RANGE ~ ~ :$ ~ ..c: ........ ~ 0) C\J 16 EAST BOUNDARY, TOPOGRAPHIC SURVEY 1 I"~ :'~~ ... 'l: :{: .:.} '. .' :.,:.: ~t :~: .' '~f:' .' ~. .' ::, " :~~ :.:.: t ::~ :1" .~: .' ... .' -:':: .' ::: .' ., .~.' .." .~: .' "::: .' f:" ~ ::: ',':' I.~' .' .' ~~: :~ ~~: .' /: ::: " .... ... ~ ..... ~ ~ ~ :", fd i:' tIi lIt :: ~., ~ '~.()O' 1I ~ J.. .... :~ ...., :. ).. ii' ~ ~~ ~ i... ~~ ..... ~!. :r- i':' 25~ ::: .' ~ ~~ :o' '..::~ :: " ~~: i. h ;.:: l\, ~: .' " "::: " I:: .' .' '.': TREE & VEL VENTOS WEST COUNTY, PINEL LAS FLORIDA SECTION 19 NOTES: - THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A COMPLETE AND UP- TO-DATE TITLE REPORT. EASEMENTS AND OTHER ENCUMBRANCES MA Y EXIST OTHER THAN AS SHOWN HEREON. - THIS PARCEL APPEARS TO LIE IN FLOOD ZONE "c" PER FLOOD INSURANCE RA TE MAP, COMMUNITY PANEL No. 125139 0086 C, MAP REVISED JUNE 1, 1983, NA TlONAL FLOOD INSURANCE PROGRAM, FEDERAL EMERGENCY MANAGEMENT AGENCY. -AREA OF SITE = 1.887 ACRES, MORE OR LESS. -BEARINGS ARE REFERENCED TO THE WEST BOUNDARY LINE OF THE SW ~ OF SECTION 17, Bf/NG N 00'24 '40 "w (ASSUMED). -ELEVATIONS REFERENCED TO A SANITARY SEWER MANHOLE LOCATED 200'::t SOUTH OF THE SOUTHWEST CORNER OF THE SURVEYED PROPERTY ACCORDING TO CITY OF CLEARWA TER, FLORIDA AS BUlL T DRAWINGS. ELEVATION = 77.53 FEET. POINT OF COMMENCEMENT SW CORNER OF SECnON 17 SECTION 20 IJES INV - 7~.7' ~ ~, "~' , DESCRIPTION (AS FURNISHED): THA T PART OF THE SOUTH 11 OF THE SOUTHWEST ~ OF TH! SOUTHWEST ~ OF THE SOUTHWEST ~ OF SECTION 17, TOWNSHIP 28 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA, LESS THE SOUTH 15 FEET THEREOF,' Bf/NG MORE PARTlCULARL Y DESCRIBED AS FOLLOWS: tROM THE SOUTHWEST CORNER OF SECTION 17, TOWNSHIP 28 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA AS A POINT OF REFERENCE RUN,' THENCE N 0.24'40" ~ ALONG THE WEST LINE OF SAID SECTION 17, 55.00 FEET TO THE POINT OF BEGINNING,' THENCE CONTINUE N 0.24'10" ~ 278.80 FEET; THENCE S 89'54 '24" E, 294.92 FEET ALONG THE 5 ACRE LINE; THENCE S 0'24 '40" E, 278.76 FEET; THENCE N 89'54 '54" ~ 294.92 FEET TO THE POINT OF BEGINNING. SUBJECT TO EASEMENT AND ROAD RIGHT-OF - WA Y OF RECORD. DESCRIPTION: (WETLAND CONSER VA TION AREA) A PORTION OF THE SOUTH U OF THE SOUTHWEST J4 OF THE SOUTHWEST ~ OF THE SOUTHWEST 14 OF SECTION 17, TOWNSHIP 28 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA, BEING MORE PARTlCULARL Y DESCRIBED AS FOLLOWS: COMMENCE A T THE SOUTHWEST CORNER OF SECTION 17, TOWNSHIP 28 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA RUN; THENCE N 0'24 '40" W, ALONG THE WEST LINE OF SAID SECTION 17, 55.00 FEET THENCE S 89'54 '54" E, 247.52 FEET ALONG THE NORTH LINE OF VELVENTOS DRIVE TO THE POINT OF BEGINNING. THENCE FROM SAID POINT OF BEGINNING THE FOLLOWING TEN (10) COURSES: 1) LEA VING THE NORTH LINE OF VEL VENTOS DRIVE N 55'24'08" E, 44.34 FEET; THENCE 2) N 07"44'49" E, 43.46 FEET,' THENCE 3) N 06'00'29" ~ 45.35 FEET; THENCE 4) N 00'54 '53" E, 44.98 FEET,' THENCE 5) N 00'34'27" ~ 49.90' FEET; THENCE 6) N 04'08'49" ~ 50.76 FEET,' THENCE 7) N 47"16'50" E, 14.77 FEET,' THENCE 8) N 83'03'57" E, 0.47 FEET THE TO THE WEST BOUNDARY OF 'VELVENTOS SUBDIVISION': SAID PLA T RECORDED IN PLA T BOOK 106, PAGE 87 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; THENCE 9) ALONG SAID PLAT BOUNDARY 5 00'24 '40" E, 269.00 FEET TO THE NORTH LINE OF VEL VENTOS DRIVE; THENCE 10) ALONG SAID NORTH LINE OF VELVENTOS DRIVE N 89'54'54" ~ 47.40 FEET TO THE AFOREMENTIONED POINT OF BEGINNING. SAID PARCEL CONTAINING 0.0620 .ACRES, MORE OR LESS. it ~ 1S~~ ~J:!J:! . . . till 1~C11 SECTION 18 ~Vr NORTH PER DEED UNPLA TTED - ~~ :t' ',', .' '..:. ~% .' Z~ .' :::~ ~ "::: .' .' 'I::: .' J 'b .' ~ ':. (...\O~ # ~ Q~"C; <(0 ~" ~~C; 66.()O''DMJ. W SID! OF WALL 0.2'E N 00.24 '40 "W(D&M WEST BOUNDARY LlN/OF-9THE SW 14 OF SECnON 17 BEARING REFERENCE CONe. BLOCK WALL 278.80' D&M) - " ......:..... f. . . , . . . , . I . ., . fl, ,...,..... . f . ..'.... t . . '.,.......,....-..........,.,. ,I,' . ,.....,., ....'."'.....,.........._'...,. . . "~ .....:......:~~~~.......:......,.....~~.......:....,.:...... .:....S.,...,...,.......................~~~~...................,.........................,............,~~.., . .. . . . . ,. . . . . . . '" ",f r..~:r;'ING 8" W.M. ",,,,,, 1 1 1'~' 1''''' ~.:........ ...,' II SMm'~ IIANHOLE ~ ~ l' .i INGRESS/EGRESS E:ASEMENT "j i i .' SECTION. 17 ,xti ~ AX' ",X ",X I (OFF'/CI.IL RECORDS BOOK 6108, PAGE 6'4) ",X 1 ~ ~ II 1 0) Y . ' III A w:.EXISTING 8" W.M...o A1.~~' lob tI : : II "J'" ...- ~r :\. ~~ ~. f. ~F 2' CO . : : II ~ ~ . . . , . I ,... I'. ,'II I' ,I I' ,'I' ,lit " I" . 1"".'_ "",-,",,:,",",_,,*',", ,.,1,..............'. ,", ....,..,..,...-:,...... I' ..,.,..........,..:........:..,.....,.......:,. ":., '..,..,....:... ....:..'...,..".,.' ".., ...'.'..'."",',.'......" ,....',....., I ,/ It';:'~ ".,,".<"'''M''.''< ,,"" ..:." ;'::..'-; ':::'::::':' ~" ':~ ~~:i<;;--=-- -- ~~r ~.~., -- - - ---- -? t-n'tMm ?l~W.A1.- i 1_ ..,.. ',', .... /111 4' _ - - WlRC- . \;;..!\::.),. ! . / XfJ ......, : : "~" I _ :-: 111- - O'4RHEAD GUY ~. 7NI "~ '2. 6i':;:\ 4~. ',). 1"........., 0'6. '0". (:'\.2'. 1 '~" "'1: ~I.t\ II ~.--,-'-'_.~' '-no..~4Wi-r_,_ ~.;W " '...... ~ ,... · \.::.,J: "',', ....... .,.111.... .....' \.::.,J6. '-._..,. .X ",~'r ~ : ',' ....:t ,II x'" .....$.7. -'_, 4 ... 1 · . : X " I" 1.' .!0....,' - 7. 01 .,,: 1'!P 1'" ~ ,(~:~I' " 1"X X' ~ · 'J,. 1'X : :.: t" , ~J'/ '2. ". . -fJ ~ 7. ",~': ~~.l1uli ~, /r~ ' '2. \ ~ EXISTING ;OVERHEAD POWER ~~ -hJI ~ "~~~~. 'cr:-.i ~1 TO BE R~MOVED ~~ rn ~ ',::" ~x.. "ax" x" ~x x" ~ ~i,. i ..... , II a: 1.(S r 1(S xfJ '17\:, . ii --Ill /:i:21 Ie 1"" ~ : ,', I , . " iV.' ~ ~rl ~ . .4. ~ f)1x'J, xf) 61.x' .. ~,: ~j ~i I I ~ ! l ~ ...1.xfJ 1.0x I . ~: '...... 11'"..,,'1 1'J, v ;'-: .y,. f'Jn ",t ; ,l . : ...... .,1.... ' .. I : ".: '.:.. I n ~, !'II). ~, 0: :}~ 1 II ~ i i.! .: 'J.. 1 II , x'..to.. I:!/ . : :.... 1 I l;;; , x'J, ,,1 Qx ' . : '..... .".1 G:i ' xf) ~ x" iI' / : : ~.. ~Wl ~ ! ,1. ~ ~.;.: 1 I ~x ~ ':" ; I'. P 0 N D i .. : , : 1.,. 1." ~'i i0 ~x · ~ : I ~ ~ i ," 7. x1,O" 8/08/02 WATER ELEVATION - 70.4 x' r / ; ; tI. ~ .!::J ~: aL. ~. SWFWMD SURFACE WATER ~ l ',)~. :.::: l ~ 8 . ...... II-I:' ",. , x~ I : ~1O ' ~ Z: 1 1.,1 ~ it:"\ ~ / : :IE ,~: 1">1'1 ,~ . x~ I : "" :~~ ~I III ~ ! '6 x' ,1 ~i' i .... .......... I 11:!i: ,~ /' , ~. ". : ~ ~ f. ~il ~ i ",,' ~'./ '(Y I ~ ....'.. bllS · /. "'" ~ :.' III , . . ~.' (1) :,.., III 0'. " -+..' : ". III t:::: ' -x" . , j: Lllt.1 :::. 11.' · ~ ..x" L r ". ..x'J,: 1" , ..... I ~lll .x '\" ,\0" ~ . " <Ii: ~ x -tt. ~ 1 11'1 ~ 'J; ~ CONCRf:TE HEADWALL TOP EL _ 11.71 X ",x~ 1 1.'x . 1''> ~:,. ~ I I / 7J: 1J SLOT (2.0' WItJE) EL - 17.2' /' : 'l:J .px : II i ---: ,.,.$I(/M/JER (0.5'x2.J'IIO.'" HIGH) TOP EL - 11.11 .,' ') : . ~ , ",. 1"..,.. hI! n' .. NAIL: ELEV - 1'." "" ................................~"................................ 1.'~.. I 1.1.............- ~ ." , ~ *1 '. 11,*'. . :t ~ " ' ~ II f13.. =.~ _ ,.rf'-'-1;F.c( .._ '~ G!.-.-.-.-''''';'" ""'" ;.;. ~ i I! i::i;::: '3:i I i ~.-._~_._.!2:~=r::-._~.., ~~"" * u.uu.uuu.uuuuuMr..~~:u..u.;uuu.... # ~ I :~;+~~ ~ ~ . :~::.... .*~................. '~U :~... u"';(D;' uu. .u.~;~;IP.:*.;....,..:. uu.., u. U" u. U'" U'U'" u u. u.... u u...... .u.. u. u. .~. ~x' tV ~ ~: I IIi' l:r ...- ,...:- ,....\ , ~ 07 X 'J, .~ ',: I II" j'. ,. ^. ,. ~. ,.If) ~". .... ", l:f ...- 'i ~,.' ~ ~': I III' ...- ,..- 20. ". x' ...... ... I I" . I <Ii. .'/ .11.,....0{ ...- ...- ~ 1.~ ~~4} III !i~~:::J (i:/. FENCE ,.,'S tJ'x ~,~. I I~" ...- .-J:. x" 2,393 S.F. 7.5 7 F. C'OA 1.,. ",. ~ I IiI i ...- ..\'='~ '" x' ONE STORY MASONRY & FRAME . S.. , ",..,ME SHED .~ I "I' ---: ...- ,....0{ ~ '" BUILDING liO BE RC'MouC'D TO BE REMOVED ~% I II.! 'I' ...- 'I r-i @,~,. ~I V~I x" IJ. .~,' III I --t ...- --r:i . i 0 ~~ I I~I! !!-of ~ ~~j 1 .~ ,. 4~'. x1@ i~~ I I. --"'~~; I... t;\ t:"\ 1~ '4. 'J.. 1!t..1 ~ ,., 11:' Q \.::..J ~6. ,~,. x" ~:, pi --i . :1~! ;~ 0 tP 1,xl) ~.~~ I ~i ~:5 ~ ,..jltl! ,..9: ,. 3' HIGH WIRE FENCE '6~. ~2. 1.: 1 :11 ~...-:+: j ! I 108,8 S.F. FRAME SHED 'Db TO BE REMOVED ~ ~ 1 II i ~ ~ :;::,.f ! i'~' TO BE REMOVED ~ x" :~.. 1 III t' ..-1...- ~ " , AX' 1~ ': , ",' .." ':.. VI" ...-....- ~,., I X'oI ". 1 I ~ ,- '" 'i;. -/III. ~"'-i ~ " . A" ... ",t lilt '1 :\.' ". ~x ~fl; ,;': "I ..1\,"'- ~ ..J~f' p,f/J ~2. r::{0. 0 1.,f) 1."~: I -llt~. ~1 ~-'~~ '~. ~ ~ · ..... I ,I ~ ...- ...- 1-' ,. '-:.) fl. ~~ 1 I!r:=f...- ~ ! I ~ :..;. 1 II' ---;,...- ~I"~ ~. I 1I~ =l"'- ~ i ~ .;~~ uI~"'- ~ i l~ '~I ... I :II i J ! i e, ~, ...... I' ,.l I it , ~ I a.! ...- ~ 1"1 ~ ,\ "I. a'V ...- t,. . ~.!O "~~JURJ$DICT1ONAL F1.AG (PlACED BY OTHERS) (TYPICAL) ~ , ...~~ ...-. ~ ! ~ ~ ~ SHW NAIL: REV - 7U~ 1ft OJ :.~ v I -of ...- ...- 1 I C Q, ~ JO'06 JD,ru ..." ~~: /~ i:+ ~ t ~ ! ~ co JO'07 N ~.t~'t(Ml~. JO'08 ,ow~ ~~!,(!A -_-J-09".~i)'l'~~- N C!f']4'27':fIJ.!JJx"''' _____~.J9.'(",) r .:, ~v ',......"...- ~ 1 I ~ ~4.J.4B'~H tW~:'I:'''''''-- "'lirA( SlWWO It!TLAND UNE .... 1 1 ~ - --- ..,. -- fJ 'I. ,~,. ~~ 1.'" ~;:h~ ~.II 7'.0 115.15X 4 ,.. ,. .,. WETLAND CONSERVATION AREA1"x WEST PlAT BOUNDARY LINE 281.00' 1.,,.'J,x 1."~ {% I 1" it! ~ ;-l- S 9c0024'40HE(D4tM) 1."~ 1"~x 1f)'>x ~~ 1 . ,...:, ...- ~ --i 1 INV 10. PVC - 16.77 ~ .%: 1 1,-1- ...- ~ j i 1J ....1 I~...-~.. :~: 1 i,...j ...- ~ "1! I ?i 1 .j "'-TO, 1 .:.' . ! ~~,..., . · ~tg';.gft'"t. 1...- ...- --- -4 i...- ...- ...- 'i ....- ...- ...- ,... 1...- ...- ...- ..-l i...- ...- ...- -i ....- ...- ...- ".... 1...- ...- ...- ~ . . 1"'- ...- ...- '1 .,....." ,....., ,....., ,.. !...- ...- ...- --! 1"'- ...- ...- '1 i"'- ...- ...- .. .,-J ...- ...- ~ 1"'- ...- ...- '"i i --- ...- ...- "i ....- ...- ...- --! 1...- ...- ...- .~ ~"""",.....-J,--' , !...- ...- ...- :t 1--- ...- ...- -4 i...- ...- ...- --; ....- ...- ...- ,... 1...- ...- ...- .-l i --- ...- ...- -i ....- ...- ...- ".... ! --- ...- ...- ~ ...- ...- ...- DESCRIPTION . , 21796 TH A RAISED SEAL 66th STREET NORTH (83' RIGHT-OF-WAY) "~T- i' ~ 8 ~ I ~ ~\I: e ~ ." ~ ,,' 1" FENCE CORNER O.,'N -tp,p , EAST RIGHT-OF-WAY LINE x"J 1~ Wi jl .1 I x' 1~ ,x 1." ~ ~ ::.;;:. ~ ~ 0) <\j TREE LEGEND $ - CAMPHOR * - CEDAR o - CHINABERRY o ,. CITRUS $ - EAR TREE <S> - MAGNOLIA @ - MAPLE (V-OAK ~ - PALM ~ ,. PINE I I ,. ~ 7. ~ I x" 1.' , fI'" x 6. ~ x~ 1.' 11AGPOLE 0 ,. ~ x 1" ~ Ii') ~~ .....11') ~~ ~~ ~~ ~~ ~~ ~ " x'" 1.' x' '" II "'x..... ....... .~o~ ~~~ 'o..;-~ ....... . 0 ?< x~ 1.' NOTES x' 1~ DEMOUTlON OF SITE SHALL INCLUDE, BUT NOT NECESSARILY BE UMITED TO THE FOLLOWING: REMOVAL OF ALL PAVEMENT, CURB, BUILDINGS, DRAINAGE F ACIUTlES & PIPING, POTABLE WATER LINES, SANITARY SEM:R/SEPTlC TANK- LEACH FIELD FACILITIES AND PIPING, FENCING, CONC. SLABS, UNDERGROUND TELEPHONE UNES, CABLE T.V., ELECTRICAL UNES,ETC. ALL EXISTING FACIUTlES REMOVED SHALL BE DISPOSED OF OFF SITE AT THE CONTRACTOR'S EXPENSE ALL TREES , EXCEPT THOSE SHOWN TO BE REMOVED. SHALL BE PROPERLY BARRICADED AND PROTECTED AGAINST DAMAGE. 8'. ,,). ~ '0. o 20. G "i' ~ !:fr I ~ ~ ~ ~ I ~ io tI) ~<<J ALL FACIUTlES ENCOUNTERED, WHETHER SHOWN OR NOT SHOWN, WHETHER ABOVE OR BELOW GROUND, SHALL BE REMOVED AND PROPERLY DISPOSED OF OFF SITE AND AT THE CONTRACTOR'S EXPENSE. NO DEMOLITION SHALL TAKE PLACE OUTSIDE THE PROPERTY BOUNDARIES. x ",' THE PURPOSE OF THE DEMOLITION IS FOR THE REMOVAL OF ALL ABOVE GROUND AND BELOW GROUND FACIUTlES SO THE PROPOSED DEVELOPMENT CAN BE CONSTRUCTED WITHOUT CONFLICTS, AND TO ASSURE THAT NO STRUCTURES ARE BUILT OVER PRE\1OUSL Y INSTALL FACIUTlES. 20. G ,. o ,~. o J' NfRE FENCE (P/() PEN) ,. ev F' ACILITlES ON-SITE SHOWN NOT TO BE REMOVED OR SHOWN TO BE MODIFIED SHALL BE PROTECTED AGAINST DAMAGE DURING THE COURSE OF THE DEMOUTlON ACTIVITIES. THE CONTRACTOR SHALL RELOCATE ALL FACIUTlES TO BE RELOCATED AS SHOWN ON THE PLANS xf) '" x' 1~ ,. o x1 '" x~ ~ ',p 'O~ '20 ~ ''''x xfJ '" x" ~ x'J, ~ ". ,).()O'(IJ} TO W/C N 8J"OJ'51'l' 278. 76'(D&M) xO 1.~ x' 1f LOT 6, VEL VENTOS SUBDIVISION (PlAT BOOK 108, PAGE 87) LOT 7, VEL VENTOS SUBDIVISION (PlAT 800K 106, PAGE 87) 1.x ",. ~x "I" I ~ ~ ~ ~ ~ GALEN JAY HOFMANN. P. E. 8620 AIRWAY BLVD. NEW PORT RICHEY, FLORIDA 34654 EXISTING SITE / DEMOLlTIOM PLAN Sheet 2 of 9 VELVENTOS ????? 3311 66th St, N, CLEARWATER, FL 33761 JOB NUMBER: DATE LEGEND AND ABBREVlAnONS: ~' _ CENTERLINE. FIR - FO NO IRON ROD, rf> - POWER POLE. -L ,. GUY ANCHOR, ~, - LIGHT POLE, ~/S - CONCRE.7E SlAB, (~v - MEASURED DIMENSIO~ (P) - DIMENSION PER PlA~ 0 W - OVERHEAD WIRE, PCP,. PERMANENT CONT~dL POINT, A/C - AIR CONLlrnONER, POB - POINT OF BeGINNING R/W ... RIGHT OF WA'IJ. N ... NORT~ S - SOUTH, E ... EAST, W ... WES~ PVC - POL YVINYl. CHLORIDE PIP€, CONC. ... CONCRETE, :>IR ,. SET 1/2. IRON ROD No. 4086, SN4eD ... Se f NAIL 4e DISK No. L84019, W/C _ WITNESS CORNER, FCM - FOUND CONCRETE MONUMENT, LFE ... LOWEST FLOOR ELEVATION, (D) - DIMENSION PER DEED, XO.OO - EXISnNG ELEVATION, LB ... LICENSED BUSINESS, MES ... MITERED END SECnON, RCP ... REINFORCED CONCRETE PIPE GALEN J. HQFl,4ANN P.E. CONSUL llNG CIVIL ENIGlNEER -/ -C) ') REV DATE TREE & TOPOGRAPHIC SURVEY BOUNDAR~ VEL VENTOS WEST PINELLAS COUNT~ FLORIDA I I SECTION 19 POINT OF COMMENCEMENT SW CORNER OF SECTION 17 , - . - , - . - TpP...!2! fW'...!L , - . - , - . - . - . - . - , _ , _ , _ ,$gT/()N 2C- TOt: 0; SLOPe . = " = ',CXIST1NGSIt'~.L€ '. = '. = '. = '. -M~S INV = ~5.~8 ." roc OF SLOP€ "It " -'-'-'-'~W~K'-'-'-'-'-'-'-'-'- -,-.-.-- MUNICIPALITY: CITY OF CL EAR WA TER ZONING: I (INSTITUTIONAL DISTRICT) LAND USE: T/U (TRANSPORTATION/UTILITY) $ - CAMPHOR 1$1 - CEDAR o .. CHlNA8ERRY 8 .. CITRUS ~ .. EAR TREE .. MAGNOLIA @ .. MAPLE 0-a4K *' - PALM & .. PINE ~. = TREtS TO 8< R<MOVE:D LEGEND CONCRETE HEADWALL TOP EL = 77.78 SLOT (2.0' WIDE) EL :: 77.26 SKIMMER (0.S'x2.3'xO.66' HIGH) TOP EL = 77.69 · EXPAND SHOT TO 26" AT SAME EXIST. ELEV. 42. 70' PROPOSED GRADE ~ ~ PROPOSED HYDRANT ASSEWBLY . PROPOSED WATER WETER " PROPOSED GATE VAL'ot . PROPOSED BLOW OFf . PROPOSED WANHOU: . PROPOSED ORATE IN!.!T 0-- SILT A TlON SCREEN DRAINAGE FLOW ARROW x- FENCE I I UTlUTY EASEMENT I I -37.0' EXISTING ELLVATlON CONTOUR UNE ~ EXISTING ELLVATlON (SHOT) ..,. MUNICIPALITY: CITY OF CLEARWATER ZONING: LMDR (LOW MEDIUM DENSITY RESIDENTIAL) LAND USE: RU (RESIDENTIAL URBAN) SITE DATA: PROJECT ADDRESS: 3311 66TH ST. N / CLEARWATER, FL 3761 TOTAL SITE AREA- 82,198 S.F.- 1,887 ACRES EXISTING IMPERVIOUS AREA TO BE REMOVED - 0.06 ACRES (INCLUDES EXIST, MASONRY & FRAME BLDG, de 2 FRAME SHEDS) 0.063 ACRES EXISTING ZONING: AE. ( PINELLAS COUNTY ) LAND USE :RL. (RESIDENTIAL LOW) - PINELLAS COUNTY WATER SERVICE BY PINELLAS COUNTY SANITARY SEWER SERVICE BY CITY OF CLEARWATER PROPOSED CITY ZONING: -LOR- LOW DENSITY RESIDENTIAL. FLEXIBLE DEVELOPMENT : FRONT SETBACK: SIDE SETBACK: REAR SETBACK: 25,0' 7.5' 10.0' PROPOSED DENSITY - (4 LOTS)/(1.887 AC,) - 2,12 L.OTS/ACRE ? /.. :~~ .' ::': ~ ',', ::::~ ':': ....: ....: -:. " :::: ~ l: :: ::.' } '.:: .' ~ ::~:: ":. .",.'. .' ", ~~ .' ::: " :.:': c ~', t'\j :':. g~' ;1; I. .... 01:'. ~ ':Ii ~ . 1$.00' 'ItA. ~ :::J ~ '1, ! ~~ ~ ',:.. ~ :';'. ~ ;~ I, .' Q:: I. ~ ~ I. :.:. t':' "',' ~:: ~~: ~~ .~. ::':: I. " ':~: " ...... ....... :.,:.: I, ....: :~: ~ ....: .'. ~ ~~ ;& ~=~ . . . Ci~~ 1"'11I SECTION 18 i :~: " :.~': ~, 19.7d' I I I I I I I I .: :: U ~ ; :' : ~ n I ~ :: :' ~ : :::0 . a . ~ := MUNICIPALITY: PINELLAS COUNTY ZONING: R~6 (RESIDENTIAL) LAND USE: RU (RESIDENTIAL URBAN) ~o~ rl ~ ~"O <(0 ~v <J <?~V It' Sf<< OF IWL 0,2'E SCALE: 1" NORTH PER UNPLATTED I MUNICIPALITY: PINELLAS COUNTY ZONING: R-6 (RESIDENTIAL) LAND USE: RL (RESIDENTIAL LOW) BEARING REFERENCE. CONe. BLOCK IWL W SIDE OF WALL 0.2'E . . . . . . . . . . . . . . . . . . .. ... .'. ',', .:.'...., ","',',,:,", ,:" '. .'" '..... '" .:' ':". ",'. ',', '.', ',"'.'. ','. '.'. '.', ','.", .', ". "',"'.', .... '.', ',', .... .... .:. .:.,:. ..... '" ..":....',.... ,t. 'I. .... ..',.....,...:' ....':. .... .... .:. .t,. '..... .......'.'... ',', ":. ........ ','. .... .... ',', ".,,: :" ',', ','., '.',', .,.... ".':' ,..,..'. ..... ...,." .,.."'........'.'.M..'..'. . "'i"'N."."M""'..:M..'..'.'..'.M"...'..'....'i.j'8:..80..'......'..... .,.,.,..... ........,.,....,....,.,.,.,......,...'....1 ~ f:XISTING 8" W.M. e ~ ROW ~ I INGRESS/~GRESS EASEMENT b. ti ... ~ (OFFICIAL RECORDS BOOK 6101, PAGE 614) ~EXISTING 8 "W.M. I 0) ~. :: " ~ ~: :s;n . :: ~i: ~[j ~ji ~:: X:: Qj ;; '. ." '. '. :. :: :: ~ ~ :: ~ ; ;; ~ ~ .: :: ~ ~ II .: . r-' r-' r-' ~ I:: :: :: :1 ,r-' r-' r-' ,... I:: ::::: :J . r-' r-' r-' ,... I::: ::: ::: ~ ,r-' r-' r-' ,... !~3E~ I::: ~ :J . r-' ,....;c:r-' ,., I r-' ~r-' "'" r-' r-' r-' ~ 'r-' ,..J./)r-' ,., I::: ~:: :J ,r-' >r-' ,... I:: ~::: :J . r-' .--' r-' ,... I r-' ,""""r-' .; r-' .--' r-' --i '''-,lUV I. - ::>.uu -I ~ .,- ~ o ~ - i~ $f If.! &I~ ~- 20- SILTATION FENCE ~ !;:) <:) . ~ <:) . ~ ..,...."..,..".,..... -- ,- '~0'" *~.,~". , 4~6~ '0-1$1 ~. .,- ~rOT 0 3 ,,- OfJ-S/TE - *' , , @~'- ,- 138.77' 10- '@ WETLAN 0 LOT 4 SILTATION FENCE MUNICIPALITY: CITY OF CLEARWATER ZONING: LDR (LOW DENSITY RESIDENTIAL) LAND USE: RL (RESIDENTIAL LOW) R. O. w.1 .' ..L . , "7'; , IL TA TION FENCE ... . . '.. . i: ~J(i" . '.' --=t,-+ ~ ... " . . + 0 iii 0 12 ," C\I 0" .. .... , ~,.'., .';.~,' :~ 25.0' S~ LlN< .. ~ 0; 00 ..... .. C C c:) 00 '0. o ,- ev ,,- o LOT 2 'J- ~ <!6f- 0.00' UTILITY CASEMENT 70.00' ~ c::i t\j ~~ ,0) 0,0; ~~ EXISTING 8" W.M. 6- ~ , S ~ - UTILITY EASEMENT. SILTATION F~ 25.0' SF:TBACK LINE .,- ~ FWJPOU 0 .,- ~ LO~'-1 '5- o ,- ev (~:r'. . 12- '8 !!!:!!..O' $3.'" 20. o ~ ,- 8 0- . . , . . . . . . . , . . . , . . . , . ,- ~ ,- @ 'O~ 120 JD'02 I I lo, I I ~ "") ~~ ~t3 ~~ S~ ~~ ~~ ~ "=- l- I 10.00' SECTION 1 7, TOWNSHIP 28 SOUTH, ~ ~ :$ ~ ..c: ....-.. '" 0) C'\J RANGE 16 EAST 66th STREET NORTH (63' RIGHT-OF-WAY) ~ ~ 8 ~ EAST RIGHT -OF-WAY UNE TREES TO BE REMOVED = 34 2-4~ 1-4~IO~ 1-5~ 2-7' CAMPHOR ~ 1-4", 4-S", 1-.S",7", 1-6", ~_7", 3-8", 8"" " " " )0( oJ 1- ,9, 2-9, 1-12, 2-13, 2-1S~ 1-20~ 1-26" OAK )0( 1-12~18~ l-JO" C<GAR )l( 1-11~ l-1J" PALM X 1-4" MAPLE MUNICIPALITY: CITY OF CLEARWATER ZONING: LDR (LOW DENSITY RESIDENTIAL) LAND USE: RL (RESIDENTIAL LOW) 60.0' UPLAND BUFr~R LINE J.oo'(I/) ro W/C REV SANITARY MANHOLE RIM EL - 78.30 '1, E INV = 73.67 (8" PVC) , INV - 73.65 (8" pvC) f~ ~~: j " ,/: ~ ~~ /: :.:. '/,' ::: :.:. ~:~: ".':. ~Z ~~ ~:~: '::' CORNER NOT sa (INACCESSIBLE) /" .....,.... .. " SECTION TYPE III SILT FENCE . . ~ ' .. , ELEVATION TYPE IV SILT FENCE SECTION NOTES: _ _ _... _ _ '_T. _ ....,QI. -..-....- ...-...."'..- ....... ,.. ... .... .. . - to _ ... -" _ --:-: ~ ~.:! . ....... .. .. -. r..- SILT FENCES ~ GALEN JAY HOFMANN , P. E. 8620 AIRWAY BLVD. NEW PORT RICHEY, FLORIDA 34654 COORDINATE GEOMETRY PLAN Sheet 3 of 9 VELVENTOS WEST SUBDIVISION 3311 66th St. N. CLEARWATER, FL 33761 JOB NUMBER: DATE GALEN J. HOF'MANN P.E. CONSULTING Ct\1L ENIGINEER DATE DESCRIPTION SURVEY SECTION 17, TOWNSHIP 28 SOUTH, Lw ~ ~ ~ ~ ..c: ~ f'.-. 0) C\J RANGE 16 EAST BOUNDAR'( TREE & TOPOGRAPHIC VEL VENTOS WEST PINELLAS COUNT'( FLORIDA POINT OF COMMENCEMENT SW CORNER OF SECnON 17 ._._._,_TOPOf84NK '> , - . - , - , - . - . - , - .~ - . - , - . - , - ,se:f:TIQN. 2Q...... = '. = ',lX::S~~Le '. = '. 1::~. = " -M~SINV- ~S.~8 . TOE or SLOPe 1'> " _'_'-'_'U.~._,_._._._,-',_._._,_._, 'It ELEVATION - 78." Frt:r I I o - CAMPHOR * - CEDAR o - CHINABERRY 8 - CITRUS ~ - EAR TREE - MAGNOLIA @ - MAPLE (V-OAK ~ - PALM & . PINE LEGEND 42.70' PROPOSED GRADE ,- ~ PROPOSED H'lt>RANT ASSEt.4BL Y . PROPOSED WATER t.4ETER " PROPOSED GATE VAL\'!: . PROPOSED BLOW OFF . PROPOSED t.4ANHOl! . PROPOSED ORATE INLET --0-- SlL TAllON SCREEN DRAINAGE FLOW ARROW x- FENCE I I UTlUTY EASEt.4ENT I I -37.0' EXISlING Eu:VATlON CONTOUR UNE ~ EXISlING Eu:VAnON (SHOT) ~ ~ SCAL~: 1" - 20' - ~~ NORTH PER DEED UNPLA TTED SECTION 1 9 . . ~~ ~~~ fl!~~ . . . lii~~ I ""Ill SECTION 18 78' WEST BOUNDARY LINE % OFt-HE SW K OF S~CTlON 17 BEARING REF~RENCE ~o~ ~~ ~ (vc,O ~O ~\. Q ~~G I s ~ 8 ~ 78' \ 66th STREET NORTH (63' RIGHT-OF-WAY) ~ ~ "". I- EXISTING 8- W.M. ",,' I ~ '-'1 INGRESS/EGRESS EASEM~NT rj) R 0" Wi g 'I'" (omclAL ~D$ BOD#( $101" PA<< 5") 1" .) .~ .. I.tJ 78.1S 77.98 "J ""r "". ~ CONe. BLOCK WALL -f- W SIDE Of WALL 0.2'r ,~ 'It. EXISTI/'IG 8" ~M. ~. 78.26' 'I''}' io ~ 78.76' " .tJ 'It 'I" -tp"" ill II SECTION II II -.'" SANITARY IIANHOI.E ,,' 17 ",,' tJ? ," 'I" \ 138.8(jf' R.~: W. .....<' ",,'P CONCRaE HEADWALL TOP EL - 77.78 SLOT (2.0' WIDE) EL - 77,26 SKIMMER (0.S'x2.J'xO.66' HIGH) TOP EL - 77.69 · EXPAND SHOT TO 26" A T SAME EXIST. ELEV. " '..... " " 'I ' '" fJ' t} 'It. I 'I" 1 ~ ~ I 10. Of' I ..~. I 'I" '1,9 I I I ~ ~ I ~ I ~ i::: I $a I ~ 10.00' UTILITY EASEMENT; -T " ->ct.., 'I" ., EAST RIGHT-OF-WAY UN~ '-.. 2S.0' SCTBACK LINE '-.. \ .'!l '-.. '1~ \ \... ........... --- 79' ........... 'HJ..' - zg.!. ~ "- '\ \ ,.. ~..\~ 5.~ ~~ ",' FlAfJPOLEO \ LO~'.'\ \ \ \ 12" 8\ ~. /0 ~9' 79.10' 79.00. ~. - 1" ... ---.- EASEMENT / 0 ' 18" o " ,'I" g. ~. ~'I" It) c:i ~ ~ I ~ ~ II~ Vi 10 ; .. ~ It) c:i ~ ~ ~ 'I' ~ It') c:i ~ ~ 1J. ~ Ol' '7 ~!O ....."') ~~ 8~ ~~ ~~ ~ -.:. .'1- ~" .... ~ ~ ~ 'I" , 'I" 'I''> r 'I'tP' ~ ~ i:: ~ Uj ~ ~ ::5 I ~ ~ ~ () 'I" I M.E.s.1 INV-76/00' 'I''; . I 'I9rfJ' I I -t,1 , 1.1'$ I t 'I" 60.0' UPLAND BUFFER LINE 10" '0 20'" }6' "",' I ~// I ~ / I ~ 10 1(1) , :><< ; ., '.~120 ! " 'I' 'I'''''' 15. o / / a / ~"8. g" ./' \::./ t;'\ .,/ \::./ .........0~4.. . '8" SANITARY MANH E RIM EL - 78. JO E INV - 7J.67 (8" PVC) W INV = 7J.6S (8" PVC) .~ ..., J.()()'(M) TO w/c ,,'I-' 'I" rNCR NOT SET (INACCesSIBLE) ~ 'I" I I \ ~8' I I PROPOSED GRADING & STORMWATER DRAINAGE PLAN Sheet 4 of 9 , 'I" ::tJ . () . ~ .: " .' '. :i " " " ~ ~ 1 ~ g n :: - --- -- - - ------ -- --- TRt:'t:' ' r"r.,l'\ $ - CAMPHOR * - CEDAR o - CHINA8~RRY 8 - CITRUS * - EAR TR~~ <S> - MAGNOLIA @ = MAPLE (V-OAK ~ - PALM ~ - PINE SECTION 1 7, TOWNSHIP 28 SOUTH, RANGE :: lu ~%' ~ tt SCALe: " - 20' l ~ ~~ - ~ V ;IF "l: I ~~ · "'~ NORTH PeR DecO . ...........,.".,.".."...,..,.,,,,.",.....<1"',../1' ::s :ll 00 ~~(,JJ UNPLATTED ~:...... " .. ~ ~""1Il <( V .' 0) SECT/ON 19 ~ecnON 18 ~I' I ~ 66th STREET NORTH C'\.J FeU f-xf- SNM> IN IIMLL FOOTER"" '0' SN.tD IN WALL FOOTER....... /W SID! or WALL ' ~~CE (63 RIGHT-OF-WAY) "PBSct"-..i"\ N 00'2f'f()"W(DctU 55.oo'(DctM) \ ~W SIDe or WALL 0.2', N 00.24 '40 "W(D&M) WEST BOUNDARY LINE OF TH~ SW K OF SEcnON 17 (BEARING REFERENCE) CONe. BLOCK IIMLL 278.80'(D&M) \ / 0.2.~...::.~' 'J.' C . \..11' 15.00'(1/) ~ ., . .'.. .........'. ,...... .,.. . '..... ,...... ........:. .:..:....,.,.... ...'..... '., '., ......... ....,... .'...1..1. '1,'1,'1. '....1../0 .:. .:..:.,:. .1..'.... ". .... ..... .'............, .:' '...." .'....,. '. ..,.1.' '.' '., ....1....... ,....... .....1..... .:. .:.....' ,'...:..:. '..' ........ ....'.... .....:.:. ..... '...........:. .....:,........'....:,............:. ':,.'.. '.' ': . ....,........ ...":..., ,....:. ,....:. ':..., ':":'" ....,..:. '...'... .:. .....1.'..,':. 'I,.:,....,:..:, '::'1.':, .,:. .:..:..:.'....:. ':...,. '.' '., '.' '... '., 'I. 'I:' .::., '1.' .:1.':::" "~' - T. .... '.' .:. .:. .::. .:..... .::1... .' . POINT OF COMMENCEMENT ~ ..,::. .:...:,'... . . . , , . . ..., . '':;:' . . . . . , . . , . . . . . , . . . . . . . ..'11::::::...:::::'1:::.::..::..:........... . SW CORNER OF SECTION 17 ~ ~ 1::.:1::::":" = ~ 138 80 I- EXISTING 8" ~M. -At. cUI'S .:..:11::'" O".t . . SANITARY l/ANHOLE ~. ~ ~'.;; ..... - - - - TpP..J}! BANL - - - _ _ _ _ _ _ _ .sgT/Q/4 2lJ- ~ :/,'1 II e. ROW S5 INGRESS/EGRESS EASEMENT R 0 Wa rEX/STING 8" ~M. .... 'J.' ~........:::.:...:. _ _ ~SLOPC _ _ _ _ _. _. '~:/' I SECTlO~, 17 ~ .. . . & I (OFFICIAL RECORDS BOOK 58D1, PAIJE 56f) · .. .~ b PROPOSED MH /2 ~ ....: .....:1........1:....:..:... _ _ DlIST1NG S W A L , MES INV _ 75.~8. ...:? I ,I ~EX/STING 8" ~M.--...... I 8"X2" TEE It') I T- 78.6:J:, ~ ...:.......:~ rOi"'Oi'iOPr - - - - -. -. .:..:; II 0)" I ..... /NV- 73.96'1 . ~ - - - - n..-,n.., - - - - - - - - -. - . - . -. ~". "rt., : ,,~~.=.::"."'.::.;..~~~.;:;;..:::"'.,.~.:.~~.....=....,...:;.:.....:::.:..:::...:::..........,..~:. ,....,.,. """J..:' -.:~:~~~'~;;:;;~.~-;.;~~;..~~.,..C;.,~ ":.~..:.....~.:f ....,.,.........'.....iiii.................~:'I.:i":,i:',.:.,.:......~:..:;:.......... .:% "'" J I/~~ - - \..) ~ \.:..I. "t'O.B.- 78.0' _ . ." .. .' ~ _ ~......... _ .~'...,~ EASEMENTcW ,--. -~-- 1'> ........,: ',1. IT ( ( 7( r ( ( .("U 'J'( ( ~. --~"11 ~ -:-' ..'""::"":"". - . EXISTING GRAVITY SEWER ~ t1. " : ~.II;'7 , . · _ .) '- .' :.'" :..' .: WATER SERVICE I :., . ..' ,. . t · hJ L ~:~ (II) / I /! ()! ();80 c.? l /1 /) I) ( I) . ~ 0 >. ~ ,. J ~ i · ~ dl:::! ~ I C4 0/ ) (I I I I I I I (( (I) (7 U ~ ~~ 0 ~l:j I II ~ 1piiL /(11 (Ii) II II ~~6~~1KJXI II II (I -~I ~~ 7" ~~ I i ,o.~. -~ I hljl r) (111~ic:h;6;'P1?J;; 11II1 I( I IllJ I( I ~~ 0" 5' 1fi' ~ n ~~ I ::: I II!) () ( ;) II (I ( ( ( ( I ; (I I ~ i- i I ~dn!i I ,. Il; (I I I II II II II 1/ IllJ I( .......'0 ~ I ~~~i: 1J7"~ / (I I). I) I). I) BO~ 61./) I) I I (I I LOT 2 I I ~f ~!! ~r I l; I' II ' 1 I ' II I 1 I I 1 I r 1 I I II II I( ?,:. I ~~~ I II~' ~)(.~) () I) I) () I) ;; () ;) ([)jJ I ~~ I ~ ~~ ~:.: ~ -r- () () () (') (' };.c.-/io') J J J (') ~~ I ~ ~ ~:: ~ l) ( 1(; (( (( (I (I (( (; (I (( I ~'- J. I ~ J hi: ~ 1-.,. . () I) I) I) I) I) I) .,1) I) I) ~ ! I ~ L!! ! fif 1/ r.o.a- 1&0' d::;~T I ~g I :%'W1"it ~ --I-------r----, :~~ I) II ,'I' ~ "' J h. ,~,_ T 1.1 20.00' UTILITY c ~~ I .$: r- II {t ~ ~ ( ~ '--SHW 1M: D.EV - 76.11 I EASEMENT i J I ~ I ::1~:=3~11 8 I~ '~cv" I ~r ~ - - - - -- _ --1 _ _ _ _ ~ ,,,.OO'fU): . .mrM~ ::: ~ f~"- t2!5- ~ f~"~'O-1$I T.O.B.- 79.0' EASEMENT 0f-~- ;!; I I !i~~::t11: ;:-' &I~ ~ ~- ~ 0- I "-( )( ) I ( ) I ( ) I ( ) I ( ) I t) I( ) I ('~, i ~ I ~ I :lllx ~ ~~~~ ..:,. ;. "''' ~[u-O T J) ( ~ ) ( ) J ( ~~..~) J (I) J ( ) J ( ) J () (7"~ ~ :~. I ~$ I I~:j,- ~'l!fl ~ 3 I ( (J (J / ( ( I ~ i I ~ I ",,<:...=.-::g (r~:." I / / sontJM /1.J.JJ' /, / (/ (). ~~ Ff1f. I.'~ lISt I ~.IA , .: ,;:. < ftJ.... I '; 1/, RrOSttbIJN'-i1Tf PO,qO('rIt' II ' (' I (' l.-' I I Ii....d. CONSTRUCT 6" PVC SANITARY f~ ff:JRTcf"t:,O~eMl?~PISTING .( t 8"X2,lm i.;r:!! . . k:s' ~ ~,~,~.. I b~ ~ (u) ;) ;) ;;/ (/ ) r~! ) ( ;'7.-( I ) J ~ ~60.0' UPLAND BUFFeR LINe ~.~ '/:. I'r- 1" ..,. '. .'. .. ".r: 0 0 - () () ( ) (~. () () (' J ~"i' ~ r.J+~J. ;f~ '.. =: :!I.: ;;~.:~.. ,. 100 1 ~ ~ tr ( (I ( I 1/ (( *' ..,;'" 10" I ~ ~ ~ ~ . . T ~ '.. ~, I I I (~ I I I '"0 0 ~ rill !!r:::~i:~I" )":~:~~; ~,.. ) I )(J .. ~) (1)11 J < ~ ~ ~ ~ I !il~~g~1 . .'0)i! 10~ 0 OfJ-S/TE WETLAND I (I( I~(t;" I>~ ,"" ! ~ .:: ..~. In ~ ,- ..-. :. ~ . ~ LOT 4 IJ IJ 8OTifoM. 73.CY """J (~ 0 ~ ~~--i-JJ ~i?:=; ~i ::~11~~ ~ I () )G.C-~6.~, Y ) ); (,- CV-s. 1 :%: ~l. 10. __ , . : 1, 1:::. (( I (.~;.- (( I I; ; 0 ,0-""0-. 1 ~ :Z.:, II 11,1-- Z~:, ,j I : l~~:Hl!:: IJ ) · )) .~f. .. .~ ~~, 'l't':C: J . . :~i1:l:ln: I SILTATION feNCe I \.. J ThR._ .(J'J J J ....IV':\. 0 ~~ ~~ lo~. ~:7...,.,. '~"j' I u~~nnn::;:.~u -, - ,-upLAND BuFFeR LINe ~ ,I.. ',I. l T", '&'l "'::t' ~ ...:~ 1:.:.:.:.:.:: :\.... JURlSDIC7IONAL FINJ (TYPICAJ.) 15.0 .;.: :~.~'/' ""'<,- ~ ,.:~::::::::::::::: ~ SHW 1M: D.EV - 76.64---, '5 J01102 :~. $~' -- ..-tI(;"" S' oj ~: ~:: :: :: :: :: :: :: :: : 8 .10106 "'1~ .10 OJ r;:\. 'A ,.1 ~."......, ,..,. ,..... tJ .:~::::::::::::::::::. N' ~""~ ~ 10-' '.'!'('!l.'-;..l .~.. ~. .~.... :::,-:, j'~ tQ' :.::::.::::::::::::::::;b);o;, .~':~~~- .101M 45.J$'pP, <. . , .. _.!!. oo'54'5J':t(~.-. TN 00'.u~7~J., fUO'(MJ ~,~OI 'VU~.:':::.::: ::::: :::::~:. ~ :! :%: ~ I ~'I 't:~~ i 1.~~n~1n111Hlnn1:~:1n1n1n11~~1~:n::im... ".::,!"::~~~Af).r N.r~~m~:~,~)~T~ro)rj~~i~~~W~~H1~~ll~~f~111~flj~~~~!::::::::::~:r~l~~R~1:::::::~:1:1: :1:1:1~~H:;.;:j~;~;fffl.r:1rm~111~1H1~ nl~~ ~H~~i~ O:~A"O'O~' I ~J.OO'M TO W/C ::.. :.: . ~ :: :::::::::::::::::::::::::::::::::::::::::::,,::,::::::::::::::::';. :,:~:o;~' : I" . ~: :r.Fc:t ,~,j",.: ~~(,P~(l:W~'~Y1~: :~,.,~:::: :::.:.~1;l:.: :':~:";': :l~:'::::::::: ~:; i~:,:.:::::::::::::::::::: ::::::::::::::::::::::::: :::::::::::::::::::::::::: ::,~t;~ ;~l~ :::: .1:::: ~... SA II /: "/." I ~I :'.' :,::.::::.::.::::::,::::::::::::::::::::::::::::::::::::::::::::::::~:.~iI::!::~ '~:."::::::::::::'.:'::::.:':':'.:'.:':':::::':::':':::':':':':::::::_:it::~t:D'O. :.:~:::::::::::::::::::::.tiRbd~::::::::::::::::::::::::::::::::.::.:N:RO~.~t:~ :t.~: :G..'4lr' ',' ~~~ C " (I '. . . ~*' .., . . . . , . . . . .. .. . . CORNER NOT SET INACC!SSlBLE\ .::. f,: ,.....- ~ = ~ ~ RT\l!' .':':':-:-:':-:':':':':-:':' :-:-:.:- :S';()()~~~:'4()."!t.(Q'JtM:. : :::::::::::: :::::: ::::::::.: .: -:.:.:.;.:.:.:.;::::. ::: :::::: ::: ::: :::::::::::: :::-:.:.: -:.:.: -:.:.:-:.:-:.:-:.:.:.:-:.: -:.:::::::::: :::::: :::: 27876.f(p.&Afr :.:. ::::::::.: ':~:i': ~ ' ~ f: :!~ ~~i ~ ~.;rnm~~%I~~(Jrii!i!",I!iil!lillliii:!!!!!i!l!i!li:ii:lililili':ill !!i~ii :~ 'fi. I ! ~ - F 3 ! : '(':':::::'::':" >':':: "" toT: 1./ lif'WENrQS: $(J/lPIl!1$/cN< < ,> >:"'::: ::":':":':::':":'::':: > > > > > > > >'::: :LOT: :6,: :I!l;'L'iffl'r~: is#9L1111SfQ,\/: '::'::::: >::::::':':: '::' : :: > :::::>> , ~ (tH 13 := E 3 11::::::~rm~~.::rr~~~:::/:: 6t#S)tt::w~tl~~lrn~~~w~:m~4:~ru: :::::: ":' : :: I::: :i: :~ ,,,......, ,- ,.....- ... /~~UHii!~~i . . : :: ::: :: .: :.':,::':,=:::, I,..-J ,- ,- .; :::::::::::::::: . : . :: :': : ,..-J ,- ,- ...... . . .. . ....-:.:.;-:.:. ,,,......,,-,- "'" .: :, :::;;;:;:::;:::: . : . . ........ :::0 t::: :: :: :1 . ,,..-J ,.....- ,.....- ... . . . .'. .'. ..... .; -:. .;.:-;.:.: a I:::: :::: :::: :1 . . . .. , . . ~ ~~~ · .,-..1' ,-..J ,-oJ ,... : -: . :- :- : -: -: . :- ~ :. I:::: ,- ,- ::1 ................... .'. ....... ....... .......... '.' ......... ..:.,..:.:.: ....... :-:-:-.-:.' 'WtTi.).NiJ'C(iN.st"=VAr.JO,;r'AR'~: .:-:-:.:- '.:-:.'. ......... .........' ......... ..................... · II i~ ~ 3 ~liJi::mllilj :~~~81~iW11llliW1W1BiliU~~~ .....-- =.1. I:: ~ :1 ,,..-J "..V),.....- ..... :: '. '. :: .' '. :. :: :: :. '. '. .' ~ ~ BOUNDARY, VEL VENTOS WEST PINELLAS COUNTY, TREE & TOPOGRAPHIC SURVEY 16 EAST FLORIDA '.'. .' .... ',':, 'I:~.:.:... "'. '. ". '''''.. ..,'.... "'.,. .,. '..... .,..........,....... I 01 EAST RIGHT-OF -WA Y LINE i' :0;;- s i 1J- ~ LOli'-1 !.!.I II~ Iii ~ ~ PROPOSED H'I'ORANT ASSEMBLY CONCRETE HEADWALL TOP EL - 77.78 SLOT (2,0' WIDE) EL - 77.26 SKIMMER (0.5'x2.J'xO.66' HIGH) TOP EL - 77.69 · EXPAND SHOT TO 26" AT SAME EXIST. ELEV. 12- '8 .... ~ ~ Q) ';l' ""l ~~ ~""l ~~ ~~ 8~ ~~ ~.... ~ " LEGEND 42.70' ~ t PROPOSED GRADE 7- 8 . PROPOSED WATER "ETER " PROPOSED GATE VALVE . PROPOSED BLOW orr . PROPOSED MANHOLE . PROPOSED ORATE INLET --0-- SlL T A TION SCREEN DRAINAGE FLOW ARROW J x- rolCE UTIUTY EASEMENT -37.0' EXISTING ELEVATION CONTOUR LINE ~ 0.# EXISTING ELEVATION (SHOT) SANITARY MANHOLE RIM EL = 78.30 E /NV - 73,67 (8" PVC) W INV - 73.65 (8" PVC) POTABLE WATER & SANITARY SEWER PLAN Sheet 5 of 9 :: ~ GALEN JAY HOFMANN , P. E. VELVENTOS WEST SUBDIVISION 3311 66th St. N. CLEARWATER, FL 33761 ~ ~ 8620 AIRWAY BLVD. NEW PORT RICHEY, FLORIDA 34654 JOB NUMBER: DATE 1--' ,- ,.....- '1 "......,~,-...... ,,.....- >,- ... I:: ~:: ::1 ,,.....-,-,- ..... 1,.....- -n,"""- .; ,.....- ,- ,- --i REV DATE DESCRIPTION GALEN J. HOf'MANN P.E. C~L~NG C1~ ,ENI5EER ./ ftLfl (:::>I//- J I rt/'} GALEN J~Of't04ANN -f P.E. I 21796 NOT VALID UNLESS EMBOSSED WITH A RAISED SEAL v HATCH/LINE TYPE DESCRIPTION 3nN311 V LlJL 6Z I ~ 1~- o <:~ tJ; ~B f..::. U)~ \\ :S ~ \ ~ ..............11................. ............................... ............,,,................. .............u................ ................................ ............................... .... ......... .. .60....... . .............................,.. ............................... ................................ ............................... ................................ ............................... ................................ l l l l l l l l l l l lUUllllll -'-,'-'- , , /// \ \1 ,\'.,. \; , ~ ). ; I ~ \ \ '. '. \ \ \ \. \ "', \"\>\\\\\'\.\\\\< .. (~ ~ ~ II tB :: l~~ - ~ . )) ~ -.l G (I) ,.I ~ ~ ~ ~ ""! .f / l I I ... If'. / t ~I ~"l / ~ · ... i \ / ./ ~ (Ir-It aNd 'If )I()()lI J.V1fI) ~ . I _ . / !JNIONY7 S(7()()AWMt . ., It 8 ( ~ ~ i ~ I l '~ t l (fi1flO).l6.t6~ .... 3Nf7 1"'-' 1IlIIM.... ... _ _ .1J;Ye3.H'~.6i i...~ ,. L - - ---- -., .,.. ( ~,\\\~\\..... ~I~ .... .... JrNJ CIllQIl,l .~:: ~' !! ~1 '.. :IIJM CIllQIl,l , A" ~ U" : . :":':::::::::::::::::::::::::::~~:::::::::::::;:::::::;;::::::::::::::::::::;::::}"\ <t- .. \.:'~\. e tI ..... ., l'.~ 0" I ... ............ ~.................::J It ~ ~ ~ .~\ \ _ ..~ : ; ~ ~ tf 1t s - 'I .:::::::::::::::IT::::::::::.:.::::.::t;::::::~:::::~:::~:~::::::::. i '. '\\ \\' - ~- : : ~~ 8! , I ~ .'. ::::::'~'~;:':':':::~'~::::':o'o''''I!i:'''~':':'o'':::::::::::::::::::::::'~::::::::" ! ,,\~<~\< -- - - ~ -.J.,C!;: ... ; ~ it _ \ ~ " .~ ':::...'::::;:' r::::}~::::{:~:~:}~ {:~:}~::;::~::;~:~;::::::::;:;:~::::.~.:.::::::~:}~:::~::K;~::. \ " \\, ,'\\ ' \. _ - - - -:~ -~ ~ :::.:.::.::t. .::::::::::::~::~: :;::~;:~::::;:::::::::::::::::,:::::::::::::::~:::::::, , \ \ \ ~ - ~. lit'- - ,..t..... ............... .................~::.....~....... .... <\'o\ ':\ ~\ - - - - i~ ~: - -4-....... "eo.t. l:~:t:::::::: ....::::::::::::::::::::::::::::::::..::.:.:.::::::::::::~::::::::::::::::X::::::::;:::(:::::::::::(::::. '4 'I~ ~ ~,>,~':<\\ r~ _ / /,,~ 0 ~ I ~ \" ~ 'l'~ .t'~~~~1~~~' :~~t~t\::::~:/t~~tftttt~~tttKttWt~ry~t ~\ l!Ii C! ',',lit', \ \ . . " . .:.:.:.:..... :.:.:.:.:.:.:.:.:.:.:.:-:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.::I:.:.:.:t:.:.:.:.:.:..t':':':' ~. ~ \,\l \, '\ \, (lo.JZ1 .~ ~: {.D ~.\ . .:::::::::::: ,::::::::::::::::::::::: ":::::::::::::::::::::::::::::::::::::::::::::l::::::::~::::::::::::I::::: :; ~ ',~,,~ \\ \.. ~ f', · ~ : II - Jt I. t::~:;:;:;:;:;:;: ::::;:::;:;:::;:::::X:::::;:::::::::::;:::::;:::::;:;:;:;:::::::::::;\':;:::::::::1'.;::::::::::::.'::::::: \ CII to ' t~\ ~..... ~ ~ , Lt ~ \~,.. ~A ~::........,. . .....::....:....:...:..:......:..:::..:......:......:::..:. ':";:. .....:......t:.... I ~! ~ "," ,. ~ ~ i& : III '" It ,l-" . "tI ;t,;::':':':':r.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:. :.:.:.:.:.: .:.:.:.:.:.:.,{:.: \ to. ~ lIIl.. :/aICI . \ , "0' - .~ :'1......:::::,;::1.::::::::::::::::::::::::::::;::::::::::::::::::::::::::::::::::::::::::f:::::::::+:::::::::::::1::::::. I \ '\ \ \ \ I - \ '. 'J...... .............. .....................:1......)........... A i \, \, . , ......' . , , . . , , . . . . . . , . . . . . . . . . . , . . . . . . . . . . 'e; ... y - ... . ........"..... .,...:..:::....:::... ...:::::....:..:::......,...:.....::....:................\:..... . . .', · ,. . . . , , . . . . . . , . . . . . . .. .. ~..., <r' llr B ..... .. .............. .~..................I......I......J:... I '. \\ ,\'\ 'n \v \ /' ~ .... . 1-... ;:f::::::::::'::::./:::::::?::::::::::::: ::~::::::::::::::::::::::::::::::::::::.::::::::::::.:::::::::::::::::::: i \' '. ,\ I / - ~ ':~'"''''I'''''':I''''::'''':'''':'':''' .'i.............::............:...l..::...'\t.......:.5. ''':. ,\ , \\ '. "" (-= ..'.. '- 1 :::j:::f:: .::::t::::::::::::::::::::::::::....::J.::::::::::::::::::::::::::::::::::i:::::::::::i::::::::::. ':::::V K ....:.\'.6~.~~~ I ,,0 111 = ===.A. " \\. \ · ::::~::: :::::~'.::::::::::::::::::::::::::I:I::::::::::::::::::::::::::::::::::::I'}::::::::::{:::::::::::'::::::'~' ~- "'o~~'~~ I ~ " l' -= .~ 1 \) :x::::: :::::'::::::::::::::::::::::::I)i::::::::::::::::::::::::::::::::::\:::::::::::::~::::::::::::::f::::. \ ~ '(:j;' \' I ~0 ..~" -- ~ == '\ ~ ::1::::: :::::. ::::::::::::::::::::::::j:':::::::::::::::::::::::::::::::::::::r:::::::::::r:::::::::::'.r:::. . ,~<~~~\~< ..I.........;..:...:,: ..tJll"0'" .... '-' .. . ~'''''' ..~.. .. , . .~ " \ ~ '"0 , ~ i:ltjlt:::lt:~:::t@dl@EtItt::I::~)tttm~t:tl1Mt:: \~\, I - ''''~ .. - .. ..... ...................:0:;.;.;.,........... ........ .....'i:.... \<".~, \\"~ ~~ - - ........." '.. \ \ I .;:::::iIt::::::: ::::::::::::::::::::::::~::::::::::::~::::::::::::::::::::::'::::::::::::::::..::::::::: .:.i:::::::::.. \ I \ ,.' .'~ J · ......... l~" \ ...,....'"t.....I.......:'.::....:....!;S.,:::...~.....:::::......,l.......::::.f'::", ....r......:. ; '~~\\~i>>; j" ( --.. --.. --.. " "..... ~ ) ~ b~ "0)1 :5:::~::".::::::l::::::::;:::::::::::::::::::::::::::::::::!$:::::::::::::::::::::::{:::::::::::::Y::::-I'."::::Y:::::::" x / ~ ;~\II<<~\ I I \.~.,. ~ ~ ~-~'::""~.t' -......... ,~~ ,,- \\ I' i':~:::::~~: :~:~~~.:~:~:~:~:~:~:~:~:~:~:~;~:~:~:::~:~:::~:~:~:tfi~:~:~:::~:}~:~:~:~:~~~:::~:::~:~::~:::~:: :~:::::{:::}:" ~ - ';a;\ 1\ \ \ I I ~ · r- .L - - - :: -' ~J ' " ~. '- - - - - . ". .!i '....~. :;::~:::;:::::::::.:::::::::;::::::::::::::::::::::~::::::::::::::::::::J?\::::::::::;::::::: :::;::::f:::::::\ ~ ,".,' \ \ \ ~.. I _ _ - ~ . , ~ .. ...... ,:l........:..:......:..........:........:..~....:..:..:::....".:..............:,.\:... ...'....'1"...:..:: o '1O'1~ \ \ I) Y / r - - _ - -...... ", '" ~ ~.~ ~ . It 1i .,.....: ..:'1.-:':':':':':':':':':':':':':':':':':':':':':':':':':.:.:.:.:.:.:.:.:.:.:.:.:.:.:.l:.:.:.:.;.:.:.:,:.:-:/.:-:, :.::.:.:,{.:.:.:.:.: ljj \ 1\ ~ ~\ I t I r- - - - - - -- " ", " ~. : ' r :'..::::~:i:::::::::::::::::;:;:;:;:;:;:::;:;:::;:;:::::::..:;.::;::.::::;:;:;:;:;:;:::;:J;::::;::;::::::::::.J.'::;::':"-::::::\:::::::::::: 'r 5 E ' A " ~ I' \ '{ / r - - -"" ""'{ , .~ ------- ....."t........................ ........... ............. .....+...... 1/ r\ . ~ \ <\" :: --- ~ . -- ,.- . ::::....:.:.:.:.::::::::::::::::::::::::::::::::::::::::::::~::::::::::::::::::::::.:::::::::::::::::::::':::::: :::::::::.:::::::::::: .....~.... ..~ .... ~ :'~\ \\ \ I / I / / / ;r;-- - - - ::; "~" ie ~ "" " " : - - - It t .,:...:.:....:.;:;:::::::::::::::::::::;:::;:;:::;:::J!:t:::::::::;:::::J::::::::::::;:::::::f;:: :::::;::t::::::~.: 0": " ~~, . III \' ,\ (\,\\, ~', '/ .! / ! ( / r- - :;.\... ~~" ".~ ,,", " ~ - .: .t.~:::...: ::::~::::::::::::::::::::::::::::::::::::::::::::::::f::::::::::::::::::::}:::::::::::::::::::1:::::::::;::::::'::::f:::::::: ..../: ~ '.~ fir . I ~~/ -- ~ ,,~~"" "" " . "'/ 1........* .:I.:::..:..::......:::::::.....tE..:..:..::....:....:.......:..:....:....J..::....:.............::.... I ~ 8 ~ ~,~:-~ I .~ ~ I I I I /'Y(;- - - -- ~ 'i:te. " " "" "'\ ~ "" : I ~ \ I! :::::;' :l :::1:::::::::;:::;::::::::::::::::::::::::::: .: .:.::::::::::::::::;:::J::::::::::::::;::::j:::::::::::;::::::.:t::::::::::: / // /, ..( .. ~ N ~ ~~,>\ ~ ~:~\' I " I I 1 - -" " , ." ~ "~\'" " ~~II ",* ~ .. .,..~ , .~ \ Ii ~~~~~~. ~j :I~ft~{tt ~:~I~~It:~~tI~~It1:tttt(fttt(J}rr / ~ /J / / / Ii .~: i I :~~ ~~ ! \ .~ \ \ \,11.\ (I.{ (~ '~~\\\\ \ \<~\ \ ~ I ~ ~ \ !il"'~1~~~I~fIJ~~J~;.:::::~::::~;~:rr~IIIIJI~WJJ~tl{Ittqttr cS/ v :~'.,. .f ~ '\~'\ \~ ~... 0 If:' \~ l .... \ \ "\ \ \ \ \ \ \~~ : , <;.. I e II \ ~:::. ::,::::::::~:::::::::::':::.:.::::::::::::::::::::;:::::::::::::::::::::::::;~::::::;::::::::::::f:::::::;:::::::i::::::::: V / ":"" :. <\>'~ \>\~ I ~.~..,,~ ) ) ) 11\ I I ... \ \ \ \ \ \ \\,\ ~\ 'j: r- - - fS- :s I I > ..., ':: .::':::::n:::::::::::::::::;: ;::::::::::::::;:::::::::::;:::::::::;;:::;;:;:f:::::::::::::::::(:::::::{:;:::1::::::::::::: p \......... ......' , \. \\ \ ~ II ~ 1\ \ 1 \ \ \ \ \, :: . - - - t5 .-J i ~ ~. :..,:' ~:.t..:.:.:.:.:.:.:.:.: .:':.:.:.:.:.:.:.:.:.:.:':.::.:.:.:.:.:.:.:.:}.:.:.:.:.:.:.:.:.:.:.::.:.:.:.:.:.:.:.:: .;.:.:.:.: \, ... \ \ \. \ t..' \.I ~ - iC. "a;: .:.~ .......::. ....................... ........./.......... ..... . " ,\ " \ '. \\ i\. ' III I '" \ I \ \ \ \ \ I \ ;; II: .,.. ~ ..~.~ .::::::;:..:::::::::::::/ ::::::::;:::::;:::::;:::::::::::;:::;:::;::::'.::::::::::;:::;::::.:::::;:::::::;:::::}::::::: ':l r \ '. it \ \ \ ,7 ""--J . ~ . ~ I:) ... .... ......... ....................... .......... ......... ...... . '. \ \ '. \ ~' \ f' \ . ~ .~ - . .t. .:....:,..:..:..::....:: ::..:::......:....::....::.........:..:..::. .::......:..:. ..:..:: :( . \~ ,\ ~ ./1 II II I. a /'.~ \ \ \ \ \.... . / 0'" I -I" ......:.:.:.:.:.:.:.:.:.:.:':.: .:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.>:r;.:.;.:.:.:.;':':f':':':':':':':r':':':: :( ':( j; ~<;.\>~~~~ ~ I I ,I I I I I I I ~ Q. ~ \ \ \ \ \ \ \' ~ dr' . :;..t. ~ _.. '~:" '::f:;:::::::::::::::::' '~:::::::::::{:::::::::::::f:::::::::::::Y:::::::::::::::(:::::;:' I ~ / i} J \\~~~\\ t J J //11 J I II <:;, , ... \ \ \ \ \ \ \ \ \ :) ~ 'if1~ \!J Vi I !i/ iljiljjIK:fmWiM:f!!ifiMWliW I / V! / i ~ .. \~'>: ,~; /I ( : · , I It I f* l!f;:;;;lt;;~;;~;y;;:;;r"':;p+ I ). V; / ;:;V ~ ,~~\~,' .~ft l**~~f'11 r~ t;. .~ \ ) 1~)" \ \ ,l ~e~ '"0'~ ~~ II'I.'~~ ~lt\\iIIi~~i_j~tIIIiIIiItIIrI~IIftI(::- l /Vi;' / !.~ / ~- J. -:("a:::~>\ ~'-~l. IIIIII.\~ t ><'~ I I 'I J ) } ) ) ~\'A~: ~~ ..~ .. !~,::::~:::~~~::~~*}~:~:':::':'::::::}!~l~:~:::::~:~:}~}{l:J}}~:~l;:'.:~:::~t::I::::~~:?:: I' /V::W:J.V /% ' '\ ' 1\ I 1 I I I I . ~ ". . ~ / ',............ .":' .:........: ':......:::..:....:..::... :..:..... ..::....: ...:: .:. . .,. ~~.~~~ \. U \ il 111111111 ~ "~) ) I III/ai" · 1 ~ i)11~111~~ht1~<8t~1::~Jtrtrtr:::;::::r~~@~~rW~~~/:: / !! ;- /IV / , ~i ~:\>~~::~ I'~ l\ ...I\l\\q\~ ..~ --~/ / ).J)I)~J~ 1 ~~ J ..~, / .....<i!i~lm;jelWf&f!f!iIMn1;?/ 0 VI~VVV /iV/ Q~ \\ \ \l' \' Ja. ~ \~t- ~\ L\" ~ - - - - ,../ / ~/ ,~ \2. ~. uv~ .:.:.:::::::::::::::::::::::::::::::::::::~: ':::::4 ::::::::::::::::::::::::::::::::::::::::::::::::::::::::f::::::::::j.::::::' / /.j ~ cS>O'~~ls ,\\\ \:' ','h \\"'" --- -- / /' J / /." ~ ... .....:.:::.:.....:::::::::::::::::::::::::::::::::1'::::::::::.....~::::::::::::::::::::::::::::::::::::::::::::::::::::r..:::::%:::::.:.::::" '/ :; V*V <:>' ." \\ \ \:1 - \", ,......, - ,,-:;:r-::, / ')., ~.~ ~ I. ~ - ,:,..:.:::::::::~::::::::::::::::::::::::~::::::::~:::::::::::.:.:: :::::'.. "'::::::::::::::::::::::::::::::::::::::::::::::::::!:::::::::::::::::' :::V ~ / ~ \ , ;e: " ........ ~.........' . - __ ..,..,./././ , ~ l'l ... II ..)'.itWiM! .....fj.... ... ' '..yji,..... '.' :. .:..::..:::..::....::::..:.:.:.::1...........:: ..... V'( ':' C4 .~f\~, '7''-:1\ ' . ................ -......... ~--~- __- .....-' / .;- ~f~~~"""'.1 ..,.. ......:m;;v~. ...........: ...... .....:.:::::;.:':.:~:::::::.:.~.:.:.:.::::g::::::::~::::::.. :i I '.:V '".., ,~ :::--.;...-: "'= - ~ ~ - ~ '" ~. ~ . - - . ..=:(;;;.,..."......~... ., V" !1~~I~~~~~~~~~~~IIII~~~U~klllllllllllllll:~!!~U!!!!j:IIII~V ~~ ~. ~\ .:\\\ ' ~ ,\\\\t:~.;,; ). U.l~ ' , \". 1 '" 'urn m:mn lit " I 'TTi S!Ul · .lj trtlIl.l I 1 \I \I \ 11 \I \It \ \ \It \I \I \I \I \ \I \I \I \I \I \I \I \ \I \I ; N' \ \I \I \I \ \ \I U' IV ,. ,'\ ....,...., ...,." ..........u."",.,....',..., .".,. """.,. .."...."..",,,,..,'.."..n...'..,.... ...... ~,~.'\\~ ~\\\ \\ ,\ \, ~ if I; i ~. Ii ~ t ot NtWJ$1J 3Nf71JM1Nf101J HUJON ~ ~ I ~~f ~ ~ I~ ~. ~.. ~ d~ ~ .e.e ~ ~ ~ . ~ . ~~ Iil ~~ I ~ ~:a ~ ~! ~ III :1 ~ ~ 8 ~i I ~ ~ I~ I .~' I . !M ~l I I I I ~~ i ~ ~.. ~I:::. "I: I II I I~~i : ~ ~.: 1~ ~~~ ~ rl ~ : UI ~ I II I I I I U I I! ~.:. ~ I :! ~Iil~ ~ I I I I I o , ~ / ARE A S.F. ACRES PROJECT AREA ON-SITE WETLAND OFF -SITE WETLAND EXSISTlNG SWALE EXISTING SURFACE WA TER TOB RECONFIGURED SURFACE WATER TOB OFF-SITE ':4" RIGHT-OF-WAY EXISTING NODE DIAGRAM Sheet 6 of 9 9-1 GALEN JAY HOFMANN , P. E. I 8620 AIRWAY BLVD. NEW PORT RICHEY, FLORIDA 34654 REV DATE DESCRIPTION 82, 198 2,699 16,539 6,086 19,329 15,979 96,147 27,697 1.887 0.062 0.380 0.140 0.444 0.346 2.207 0.636 VELVENTOS WEST SUBDIVISION 3311 66th St. N. CLEARWATER, FL 33761 JOB NUMBER: DATE GALEN J. HOFl.AANN P.E. CONSULTING CIVIL ENIGINEER ~ IJ t'I--d- - J-/J'-03 GALtH" J. HOFl.A~ . P.E. I 21796 NOT VALID UNLESS EMBOSSED WITH A RAISED SEAL I) HATCH/LINE TYPE DESCRIPTION ARE A S.F. ACRES 3nN311 V' I.f~L 6Z I ~ I~.tt a <=s=- ~~ ~a 1', V)~ \ \ :S ~\ (C (C ---- PROJECT AREA ON-SITE WETLAND OFF -SITE WETLAND EXSISTlNG SWALE EXISTING SURFACE WATER TOB RECONFIGURED SURFACE WA TER TOB OFF-SITE '}1 H RIGHT-OF-WAY 82, 198 2,699 16,539 6,086 19,329 15,979 96, 147 27,697 1.887 0.062 0.380 0.140 0.444 0.346 2.207 0.636 ....1..'"1..........,,,......... .;.;.;.;.;.;.;.;.;.;.;.;.;.;.;.:.;.;.;-:.;.;.;.;.:.:.:.;.;.;.;. ','.;,'.',:.:.;.:.:.::.:.;.;:,;.;.:.;.;.;.;.:.;.:.;:.:.:.;.: -- ................................ ............................... ................................ ............................... ................................ ............................... ................................ lllllllllllll 1111 1111 11 -.-......- /// r~~0\\~~ ~ ). ~ i ~ \: \1 ~ \~ ~ ~ $ I · t. ,,0 jP /:. ,,/~ .. " ~ I i (<<-It S3fNd ." )fO()6.lYW) ~ ~ It '" ./ ... Il.. ; ( ~ / DNIONY7 SQOOAW.lM ..~ i ~ ;. .~ \. l (li:Jfa),ls'tSl .... 3NI7 JJNON(",~ '~J ...~ ........ 1~~3.fH',*".Bi Li ~. L _ ~......... ... .r 410 \ \T~ .... tj sl! .... I .... J:JN4 4llClII,I .~ - T ~, -; ~\'.. J:JN4 4llClII,I . ...~. -II' U" I .: ..:...../::::::::::::::::;:::::~~:::::::::::::::::;:;::::::::::::::;::;::;;;:::::y, i ' ~ \\~0 !!1Ii I ~ \o~ ~ .. " ~ a0 .,. ~ ':'::,:,:::::::::,:,,::,:::':":':;:e:f.+4t::S:~t;:;:;:::::::;:::::. i \ \ \ \\ \ '0 ~ I 5 ~ I ".'" ~~ f. "- '- "-] " \.' :::::::~::::::::::::::::~:i;::::::::':~~::::::::::::::::;:::::::5:::::;:;:;:: \\\\\'\\\\ '\'\ ~q $ ~ ~ f'rI"'" ~""- - "- -- "- ,-- L" I: I "~II' ...;:'..' *-if.~t:tv~:::::::::::::::iII.::.:....:::..:..:..:::..:::::::::::::::::}.v::. I \ \ \\\ ... - . --.J-~ l- I '- u.. " "'- <.V Ii'" .::::....::: ;:;:::::::::::::::::::;:;:::;:;:::::::::::;:;:::;:;:::::;:::::;::::::.;.:::.::'::::::::::;:::;:;:{:::: \ ">\\~\\ "- .!-- -0-: -.. _...1 \~ ,,~, ~ - "-,, ,::;,:.;~t ~::~Y:::;:::::::::::::~:;:::::::::::::;:;:::\.":':::.:';-:::::::;:;::. ' , \ ' '""" -.::::. \J it- - ~ ~~ "-" ..~..... ."..,......... ........"..."..2\.."... .."... ".. \ \ ' \ \ \ ."r ...,..- ,--., a . ,.'-"""""" '\. __ ........ ............... ................. ....... ........ .., \ \' . \' I 1'0 - i I'\. I~ ~ D , ~ IO()()' - ~ .:.:...:.:,:.;. ,:.:':':':':':':':':':':':':':':'::.:.'.:.::.:.:.:.:.:.:.:.:.:.:.: ":':.:':':.:'\:>:':':.:.:':1':" ,\\ \ '\ ,\ ,y: lQ - - l ~ I I '- _I" - r- f"\.~" " . \-.. ~ .:~~:::::::: :::::;:::::;::::::':':':':.;::::::;::;;;::::::;:::::::;;;::::::;;:;:::::~f::::::i;:;:;:;;;:::;: ';:;:;;; "-i ~ \ \ \~ \>~ ~ - / /,,,~ 0 C3 I ,'- ,,-"- -- '-" ,,~ 11~ ",:.:.:.: .:.:.:.:.:.:.:.:.:.:.:.;.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:':.:.:':':':;;f.:':':'f':.:.:.:.:":':':': .~= ! \>~ :;\;\ ., ~ .~.". ,:.. ( \,! -.J .. 1! ~'" "- " "- '-,""\ 0 ilt:\" \ . ::~:~:~:::::: ;:ff:;}}} ~r:;}}~;:;:::{{{;}:{;::/{;\:::;:{::r}: · '.' \ '~ \ \, . r...... ~ f' ~... '-... , '"" W ~ ":'~:::::::::::: -:::::;:::::::;:::::::;. .:::;:::::;:;:;:::;:;:::;:;:;:;:;:;:::::;:::}::;:;:::;:. ::;:;:;:;:::::(:::: ~!: ~ "~l-~ .. ' ,.... ''" , '- "" " ... " \!\... t .J............ ':::::::::::. ::::-::::::::::::::::..:::t.:::.{::::::.....:. I "J PO '\ \, , ~ .': '! I. . 4' '," I'\.'- " ~ \I '"1:'\''' ~:::::::::::" ',.:::::::::;:::::::::::::;.:::::::::::::::::::::::::::::::::.:::::::::::::::::I::::::::::i:::::::::::::~:::::;: l~! ~ "Io~"'dl \ ..1 .<. . '.:~.. ~ f ~ ,,"- -- , "- "" ~ [: '"0~.~ ~1:"':::::::::::1':::::::::::::::::;:::;:::;:::1.:';:;:::;:::::;:::::;:::::;:;:::::::::::::;:{:;:::::::\;:;:;:;:::]::::::: I I \ ~ - -~ \ '- _" "" . '<;" '. ...... ......"...... .."................-;(......1"."...... ~ \ ,", \, ,...--...+ ",.... '- t\.. ~ '\t.. _ . I.:.....,.:. :.:. :.:.:.:.:.;.:.:.:.:.:.:.:.:. ::::.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:..:.:.:.:.:.:.:.:.:.:.:.:.}:.:.:. i \ \ '~\- I v I \ -.../ __ " !." L--l..." ... ~ · J. .. '. ........... :.:.:.:.:.:.:.:.:.:.:.:.:.:.:.: ":i':':':':':':.:':.:.:.:.:.:.:.:.:.:.I:.:.:.:':'l:':':.:.:.:~:.:.:. ~ \\ \ I~ I~ / I ,-~ N --~' '" ~\. "" '-~y'- """ "3 :~3~:':':':'::::::I::::::::::::::::::::::::::: ::,"':::::::;:;:::::::::::::::::::::::::;.':::::::::::1:.::::::::::::~.::::::. Ii \ \ \ \ IT. I ~ \ V' ... ,,-..;;:..... "" ~""''' "" " 1 :':~~:'~!:~'I:':' '::.t':':':':':':':':':':':':':' :. :.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.. '.:.:.:.:: ..:.:.:-:.: ..:.:. II ~\', \ '\\' I I. ,. "~.o. ( I .., '- - ~ "''' "'-"'t", --" - \ j :~~:::. ::::. ::::::::::::::::::::::::::'1''':::;;/::::::::::::::::::::::::::::::::: '::::::::::. .:::::::::::. ::::::\1' 8 -:-(tl).1IO"~ ,...... 1 VI ~ " \;..I . . ... . ~ """''' ~"~ '""-= " ." I ':':,.:': :.:.: .:.:.:.:.:.:.:.:.:.:.:.:.:. .::15::':':':':.:':':':':':':':':.:.:':':":.:':.:.:':.':.:':.:':.:':'. ..:.:.:. ~- '~\~\~ I\.. ~" , ~ "- ~ ~~ "- ,~"- - - \ ~-,-"- /"" "- "-.~) "jt~~:~: I~~tII:~~tt. 'il.~j:frt~ttl::tnI:::tW:~::th(:~t \ \\&~, I r0 "q '"- "" ..t'\J! I ~ "-,~ ~ i,,-"- "- '\ ~"- ~ I" "-.... - :;~:~ ~::$:j::;~:::::::}}~:::~:,~:~{:}~:::}::::}~;}~{;{:;:::;:;:;:{:~:t:::T~;:::;:. \\~\'~ I .' ~ ~ '- '" ~ I I I" "- "- .. ~ '\ "- ,,-"- h"- \ t>- ,,-" I .~ :~:~:l::: :~::: :::::::::;:::::::::;::::~~:::~;:::::::::::;:;:::;:::f:::::::::;:::f:;:::::::::::k::::::. ' \\ ,\~, I. t,2:-::-" - ...... ...... ~ '- h. h~ "'\ · ~ ~ '\... I ::::: . ::::::: .:::::::::::::::::::::::~:::::::::::~::::::::::::::::::::::-::::::::::::::::r::::::::lt:::::::. \ i '~~ ~>~;'; -.. -.. -.. 'S-. '- l" "~ h ,> :::- ,,-"-1k' S'P''@i I il-mtl!@ibiktffin;;Mmli1ii:iih X / ! \~.II~:; (,I, ...> ~ fr f- .:::. - - '.!:~~ '- ~~ ~ ~ _I I ~ -~ - .,"): ~ / ~ \ ~~ ~ '- ) I ,. !~~. It~IIIIIII~fIf~:II::IIIreJ:It~I!II.' It\:!~I\.. ?f ~ '\~ \ \ ~ ~ - . ---=:::: iT - - ~ " , f'-.. , . " . "l i. ;r,~:::: :::r.::::::::::::::::::::::::::::::::::::::::::::::.s:::::::::::::::::::::::r::::::::::::::::::: :.::: ::::::::::.::::::::::::. ~\ ',\\ I-t-r F - ~- - ~ - '<: - I "- "- "- -E'- .."-. ~ "'- "-) I I':":~ . ;t:::;:;:::::;:;:;:::::;:;:;:::;:;:;:;:;:;:;:;:::;:;:::;:::;:;:;:;:::;:::::::;::t;:::::::;:::;:::::::;.:;:::...;::::::J;:;:;:;:;:;:' . A II "~ ~\\ I ~I' / / I ~ - - - ---... "'" "", ""'" '-\.~ ..~, "- "" "- y"-L "" ~/~ "- "" "- /- ~ :..::::: t::::::::::::::::::::::::::::::::::::::::::::ti:::i:::::::::::::::::::::r:::::::::::::::::::f.:::::I...:::.:::::t:::::::::: h 5 E 1'1 ~ 1\ \' i 1 / I' ...... - - ." "'" " , ........... '- "" ...:>c"" 0 lit I '..,..... &;.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.~:.:':.:':.:':':':':':.f:.:":':.:':':':':':':j':':.: ..:...:.:: :.:.:.:.:.:. ...... .... - \ \\ \ I., ",-" . ""'/ --.( If"'- """ -"-~- ~ ",,,,, ~~,.,....., '- _ - IiGI'GSY.3 ill .~':'" .::.:.::::::;:::::::::::::::::::::::;:::::;::::t~{:::;:;::::::::::::::t..:;:;:;:;:::;:;:;:;:::t:;:. ::::;:J:;:;:;:::::' 1 .' ..............,.... .......... lit ,\ I' J . I '....:.f7I::--,-- ~ ,,"-,. ,. _" '- - 00'0' I ,.. .. .....................~.::I"......... ..........~.... .... ...... .. III \ ~,_ - .' ....:: ': '::: ':::::::::::::::::::::::::::::::::::::::::::::.:.::.:::::::::::::::::::::::: :::::::::::::::::::::f:::\.:.:::::::: .:::::::::: ...,.:'. ~ ~ ~\~~~, I~/'~ ~I "f-!J-r.f?--/:X~~~~~~"," tl '" I~' \ '1r:~:::I!;;;::f;::;::;:::::;;;;:;::;::::::::;;;::::;;:ez;::::::::::::::::::I:::::;;::::::;:;:::(::;:;:;:;;::;:;::t:::::? ' // .,...." .:{ ~,. ~~ ~ . ~ ,~ {~ '~ I ~ f 'J t{"'f t-:."- ~ '- ~~~~~~ "~~. "* ~ ...~ ~ I ~ ~ \ ~ ~~~~~~'I~i t~Mt~t:I~~r:ttt:r:q::t:IIt1:Ittt:::tt:::tI::mt~{ . / . ~ / / l ff//:: -~/ / / / i ~ ,\\ \0~ ..~... Lt ~:;1 ...\ t I \. ~U, 0-./ "- "- ../.'"" ~ ~ l~~: \ ,,\ \ "\ .~ l I l:: \ ~:~:: i:; /:;:/:;:;/;;:;:;:;:: /:;:;:;:;:;;;:;;;:;:;:;:;:;:;/:;:;:;:;:;:;t;:;:;:;:;:;:;:;:;:;:1::;:;:;:;:;:;:;:;:;:i{:::;" ~ y / ~ / t i, " ! ,,\ \ \ \~ I ~ ~ .~I"~\"\ \.... 1 ',,- f'-- " " \\...... \ \ \ Q ~I ~ ':':'. :":':':':f.:.:':.:':':':':':":':':':':':.:.:':.:.:':.:.:.:.:.:':.:':':':':.,::':.:.:.:':.:':.:y':':':':':':.:::..:.:.:.:.:V!~. V" .~ ;;' '/ '~~\~ ~ ~ · ~ 1"\ \, \'l I ~ . "+ "- t\.. \~ ~~ \ \ ~, <: ~ lei ~ \ ~r"::, ;;;::;:f:;:;:;;:;::::;::::\.:.:.:::::;:;;::::;:::;:;::;;:::}}:;:;l;:;;;;::;:;;::::::::t.:::::;:::;:;:;::::;f;;;::::- .~.. /' ; <:~<~<\ · 1"-11 ~oa.'" "'-~.~ "- k~~ ~~ ~ j ~., ~ I IE \ ::: .:: ::::::::-::::::::'::':.:.:'::::::::::::::::::;::::::::::::::::::::::::::::;'::::::::::::::::::::.:::::::::::::::::::f:::::::. ..... ,\\\ ,;\~\ nl i'-. 'I '"' ~. ,,\ \ I ~ 'lJ -,,~ - - is I ~ ...:...:.: :'. :t::::::::::::::::.:.~;:::::::::::::::::::::::::::::::::::::::::::f::::::::::::::::f:::::::::::::::::' .:::::::::. t .:::. / ,\\, \\ \ """ J -I.' '/'g ~"" "\ "' ~ .J 'r "''' 1\ ~ d I I ~ ""'"" II: ..JoI"" · .. 0 I?" ':::::::::{:::::::::::::r}:::'::::::::::::::::::::::;:;::::::::::::1.':::::::::::::::::::':::::::::::::::::::.:::::::::: / :;V :~ . \.' ~\\:~> I ~ '- 'I-. IJ .r-..cll~}i "- \'...-" ~ ~ i; \; ,\ '- l\ \ ~~ 7'" 0".M -.. ~ It .~ ~ ... ~ a ~..: . ':::::::::(::::::::::::};:I"."::::::::::::::::::::::::::::::::::::;:.;:;:::::::;:::;:]:;:::;:::::;:::::1;:::::;:' '/ I ;~ ;;: \ \l \~~ ~ "l~ ~/'l- lot I i&1'- '<.< 'oa.~ 1"-' ..... ~\ \ \ ~I......; / ~t0" ~ I . f: .....,::l:::::::::::::::::::: .:::::::::::::::::::::::::::::::::::J::::::::::::::::f:::::::::::::::f:::::::. :~V :i: ~\ ~0 I ..... .J':~ : "':-1 NJ ~ "" ~' 1.. II \ · ~, . h. } . I . . I '. :.:t:.:.:.:.:.:.:.:.:.: .J::':.:':':':':':':':.:':.:'::t":.:':':':':.:':':::':.:.:.:.:.:.:.:::.;.:.:.:. I .. :;: j ~'\~<~I >~~/\] IfNI ~~~~~ ~,,-" ~~ ~\ \ \\\ \ i~ C) (~ i:: A~t~ :::f:}:::::;::::::::. :ti::::;:::::::::::::::::::::::;{::::::::::::::}:::::::::::::::{:::::::' I /:1 / /;; J ~'<\~\ ~'~r ~~~~-t.li- r~~~ '-~''-~~ ~ 'l\l' _i;> ~ i/jf~ ~ Ii / t~h;mm:ll~UXitMilligmf:iI I/V:: /) ~ K)'~~ lE)1~~ I,riill" lr.l~"'\.. "-:.; ~ ~ ,k~~~ ..~~~ l~ _11.:::::::::: ,::J::::::::::::::::::1:1'.,:::::::::::::::::::::::::;:::f:;:::::::;::::...::::::;:;:::::::t:::::::::: / ~ :1VI' /:~V ~ ~,~ . fl. ~l~ '"'~. '~~io"'- -.,(~ "-"" ,~ "' "r'i ~ 1-l1l' \ \ \ ~,.. ~~ · C) --, 1'/00. ,:.;::;~ @.g:::tf~t:~:~);~[IJtl;tt~ftrIMlt:mWr::: I '} Y I/V I / J/I/~ J ~\""""a)" \\ ~ 11,"1. F4i'~ ~.~" "I.....~ I } ) }' ....,;::::~ o'o':t'io;....o'o'o'o'o':o'~~o'o'o'o'o'o'o'o'o'..o'o'o'.fo'o'o'o'.::{.o'o'o'o'o'o't:o'o'o'o' ~V ;i / ~ - >~'\\~\ \ 1\ " rN (~hNI'- "-"'\..~ "- "- ~ ,= ~ I j I ) ~11~~" ~ ..~ / ; d~~~~~t:* :~f.: ::.i:}~~:~t:::II~~ItI4~~tt~dIIW::?: I / / i. ~ :::,/ , \. ~<\ ::... ~ I'-t;: ll'1.1 i--l h. ,,-"- ~G"- ,,-" ,,-'<:.. I I~ I Ilk l · ~~:::::::::~::I::" ::::::::~::: .::::~:::::::::~::::::::::::::::::::::::::::::..:.:::::%::':'.::::~:'W'::.::::::: t ;:: :i: / \'\ iff. \ . ,. I ' '''0,1 "up '- ....0' ~ L' I':':':':':' .:.:.:{).: '.:.::~.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.. .:.:.:.:. .:.:.:.:.: ;.:.: / .:. ;::: ~, ~ ....~. \, ~\ ~\ " i-..... "'-0: "- "-......: ~. _......~. '. '1i: 'fey .. ~":'.,." ....: ::::::::::.., ::::::C'. ~::::::y.:.::::::::::::::::::::::::::::::::. :.:::::::: :::::::::::'.::::::: >> :; V;:. ""If'-, i ' , L\ - -.. . lIII '.' y ". . . ..... ....... ...... .:....~.s:::.::::...... ....." ......... ... .... '''e>~ i ~\ \<~( '9,\\ !la I'-~:"...' ~....~ " '=:"\... "- ~ ~ .) "&\ '~..~. ;'.. . J ;, :. \./ .......,:..,:,:::::::::::::::::::.::~~:~:I:::::.::::~.;:c .::::::::::::::::::::.:..::~.:.:::.:.:.:.:.:.:::::::::.::.::::::::~:..:::.., ~ / ::/ ;: ..t"'\. .... \ \ " \ · ~ % I' :0-. - / /.i ""\l!iI' .... " '.' t. ..' ~ ,,','.. Th ,....:'.... :.:.:':.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.. ':'::I'~:' :':':':':':':':':':':':':':':':':':':':':':':':':':j:::.:.:.:.:.:.:1..:.:: ::: ~ .'.1/ ~o ", . \' \ 1\.",,"- ........-...;;; ~..::::-- "" '~. . .~ .: . ........ b_ ............................,.... .".......................... ...::}... , /... .... ~~ i~* ~ ~~ ~~~W~~~ .~~~ ~.i~~~~~~~, ~,~~~>(>~!!~ i i Ii i" 'i Till;;';; i;;;;; i; i i 1 i;; i; i l;;;';;;;;;; ;~l~ / ~vll/ ~ ~! ~~~ ~ ~ \' ..." ,'" to. "'~ ' .....'" \, ~ l' '" 1::::- t . :;;.~ . ~I 0"'" , · 11 trtlilll UJ 1l,1l Il Il Il Il 11111 Il Il Il Il Ill\l Illll Il Il Il Il Il Il 1 Il Il Il Il U I / ~I ~~~,. ~.;.w,. ~",~. ~~. .~~.~.'..~, ,'~ "~~~~~ ' V [!:;:ll.!!l.:~jY1f~ ~\\\~\\\\\\\\~~\\~~ >A\~ ~ .-- ~f:<\~ n'Hw"""""""H"_' ......_m.... ...... un. m~\~\\\~\\~~~~~~~\ \~\,\ ~f~I'~ /f'A"f \ lit: ~ 01 NfJU:)3S if) 3Nf7 AJNr1NI'IOI HI.IJON . ~ I~~ ~ ~ ~ ~ I ~ :~ ~ c: 11 ~~ ~ b ~ .lQ. ~~ II cl ~ ~~~rd m "i ~ III I :1 ~ ~ ~ I II~~ ~ I .~. I I ~ W ~~ ~ I I I I l6f~ I : "'~ I ~,i ~ III : r~ ~ 11t 'r Iii ; i II i I I I U I I! 1';'1 I :: =il~ ~ ; I I I o .. )~ ~ ( B II LiJ t ~c - 1~! ~ ....J c:s ~ gs V) <: J ~ / VELVENTOS WEST SUBDIVISION 3311 66th St. N. CLEARWATER, FL 33761 PROPOSED NODE DIAGRAM Sheet 7 of 9 . JOB NUMBER: DATE GALEN JAY HOFMANN, P. E. Si-1 GALEN J. HomANN P.E. ~;:?ER GALEN J.1tOFl.4ANIf . P.E. I 21796 NOT VALID UNLESS EMBOSSED WITH A RAISED SEAL . 8620 AIRWAY BLVD. NEW PORT RICHEY, FLORIDA 34654 ']-/J-v3 I REV DA TE I DESCRIPTION ~ P,V.C. PIPE RESTRAINT THt F'OlLO"'ING JOINTS MUST BE RtSTRAINtD IN ALL APPLICATIONS' 1. ItND - INLtT AND OUTLtT 2. TEt - OUTLtT BRANCH 3. OF'F'StTS - INl.tT AND OUTLtT 4. CAPS S. PLUGS 6. LAST T...0(2) JOINTS ON A DEAD END RUN (I'Iln. 36') 7. LAST WO(2) JOINTS ON A HYDRANT RUNOUT (I'IIn. 36') t--L - 1 ~ M'QCllug Rutro.ln.r <Typ.) ~~ <~ - ... EDbo. 1500 S.rln <TYP,~ L . MINIMUM LtNGTH TO IE RESTRAINED ON tACH SIDE: OF' F'ITTING <,t.) NOM. tLIO...S <eMg.) PIPE SIZE 11.25 22,$0 45 90 4 1 HOTt. THRUST RESTRAINT AT F'ITTINGS AND VALVES SHALL It BY USE OF' tBIA IRON MtGALUG RtSTRAINERS, THRUST RESTRAIN BtfIJtEN PIPt JOINTS SHALL Bt BY EBBA IRON SERIES 1500 RtSTRAINtRS. VALVt TEES 9 ..,..II - CITY IF Cl.tAlt'w'ATP. F'UIItJJA ENGIN~EERJNG DEPARTMENT i~," '--- i-" "" ,.a SERVICE CONNECTION DETAIL NOTES. I. "'ATtR MAINS TO IE ON IfJRTH er EAST SIDE OF' R.O...... APPRQX. 4 F'T. lACK OF' CURB UN..ESS OTHER"'ISE AUTI-DRIZED BY CITY ENGINtER. 2. SERVICE CONNECTIONS TO IE 2 F'T. F'RCM SIDE LOT LINt ON EITHER SIDE: OF' LOT (SEE SHEET NQ. 3), THESE SERVICES TO BE CONSISTtNT "'ITHIN THE SUBDIVISION. DRIVE"'AYS SHALL NOT IE lUlL T OVER METERS. 3. ALL LINES SHALL It CHLORINATED o.nd PRESSURE TESTtD <TEST F'OR ONE HOUR . 150 P,$.1.) UNDER THE DIRECTION OF' THE UTILlTIES DEPARTMtNT. AFTER SUCCESSF'UL COMPLETlON OF' THE TESTlNG o.nd CHLORINATION. THE PRESSURt SHALL RtMAIN ON THE SYSTEM AT ALL TlM[S, 4. TEN F'T. SEPARATION REQUIRED BEWEEN PARALLEL "'ATER .. SANITARY SE"'ER LINES, 5. SADDLE IS REQUIRED F'OR ALL StRVICt CONNtCTIONS TO 4' PVC MAINS. SADDLE IS RtQUIRED F'OR 2' StRVICt CClNNtCTIONS TO 6' o.nd LARGtR PVC MAINS, LARGtST SERVICt CONNtCTlON TO A 4' MAIN IS 1 112' o.nd LARGtST TO ANY MAIN IS 2', 6. MINIMUM DISTANCE BtT"'EEN StRVICE TAPS TO BE: NOT LtSS THAN 36', Tt..r.od.d Cerpero. tlen Step MUELLER HI:5008 er opprev.d .quo.l \ (To.p at 4:5' Angl.) Soddl, If R,qulr.d St. Net, :5 _ ~., 191 /"" Curio Step /' MUe:LLe:R H14350 with Lec:k 'w'lng o.n ~ ===~ Cel'lprullon Inl.t er o.pprov.d .q~ ~l \ "'o.t,r S,rvle, Tulolng Drllc:oplp, 5100 or e:ndot/Yordl'y Blu, J,t. SDR 9. 3408 Pely.thyl.n. So(lidl. .ho.ll ho. v. doulol' .to.lnl... .t..l strop. with .pOlCY c:eo. t.eI duc:tll. Iren Ioeely, "'o.t,r Mo.l CITY IF CUM"'ATtR, f'I.llRlIiI .~ "" ~ I ......... CO,..II _ ~ -.il. -..- Till.. 2' Bo.ll vo.l~/ Hen Blbb--- 3/4' Go.l...o.nlu JIll TEMPORARY BLO~OFF AND SAMPLE TAP 2' Go.I"'o.n1Zt~ 2' COI"pero. tl~ T o.pplng So.ddl rn Rntrolntd 2' T o.pp.d Plug - TOP CONNECTION END CONNECTION CITY IF CLtNtI/ATtR. n.DIllllll ~E:NGINE:ERING le-DEPART~HENT ,'" n:. I~ nr") r '" L. .,= I .... ."..,. ~ TYPICAL VALVE SETTING /'I.t... A.dJUlto.lol~ Vo.lv. Box ____ .. Ii ~ ~ i ~ ~8 '~ lu ; l ...h./'I Vo.l.... DcCIM'. In Reo.eI~ ..t 10.. on 10-COI'lI'IOI'I Brick, j \Nh ~_.~ '" ..~ / ~'\. ""- "'o.t,r Mo.ln M'c:h. Jelnt Vo.lv/ "'-R .. I In J I .. 'I.ro.n; on. CO,.II _ CITY IF a.tAltI/ATEJI, rUlUDII ~ERIN~ ",. ~ ,., 9-1 GALEN JAY HOFMANN I p, E. 8620 AIRW' A Y BLVD. NEW' PORT RICHEY I FLORIDA 34654 PHONE: 727 -844-7686 TYPICAL HYDRANT SETTING n.t,.. COI'II"ttc:tlngPltc. w/lnt.gro.lly 1r F'lre Hydro.nt A...Nlty c:ut M.ch. Jelnt Gtond en (Typ.) on. End-D,I, Reto.tobl. Htc~ Jelnt Gto.nd on Oth.r End. ~ I L.ngth VOI"It. .1 <See Note 1) Vo.lv, o.nd Hydrant Tee "/D.I. Reto.tobl. ",ch. ~ . ) . Htch. Joint Gto.nd on Plain End Branch. ~ Vo.lv. ... - - "'- Vot.r Mo.In NOTES. 1, On Hydro."t. R.qulrlng RUl"tOl.It Lo.t Two. Joint. Mu.t " R..tro.~d P.r D.toll 403 (2 0' 2). CITY IF CUMlfATElt, FUIRlIIo\ .R~ "'"IIJ'~ ~... -- - Stop Les. Check MUELLER H143:50 with Lock "In; and COMpression Inlet or QPproved equo.l Threo.clecl Corporo. tlcn Stop MUELLER H15008 or o.pprovecl equo.l \ (TAP AT 45. ANGLE ) So.CIIc1te required on 4' P,V.C, onIY~" S.ddl. sh.tl h.v. do...... ~."" sto.lnless steel stro.ps ~ , with epolCY COQ tecl ductile Iron bocly, ~ /l:: ~ II.,.. So.vlc. Tu..... Drlscoplp. 5100 01'" EnclotlYo.rclley Blu. J.t, SDR 9, 3408 Poly.thytl1'llt IJQ te,.. Mo.ln CHLORINA TION TAP v- IIY. _ -.... - - ... CITY IF CUAltlilATtIl, F'UIItJJA ERING DEPA. ~ I.' TYPICAL SECTION NOTES. 1, 2' PVC CONDUIT TO EXTEND 2' IEHIND IACI< OF' CURl, 10TH SIDES 17 ROADVAY (NOT REQUIRED ON SERVICE REPLACEMENT>. 2. PVC CONDUIT TO BE MIN. 18' BELOV THE SURF'ACE MEASURED F'ROM TOP OF' F'ACEOF' CURl. 3. VATER MAINS TO IE MIN. 30" BELOV GRADE and APPROX, 4' IACl( OF' CURl 4. CURB STOP TO IE LOCATED APPROX, 1 F'lXIT IACIC I7RIGHT-Dr-VAY, S. SERVICt LINE TO IE MIlt 12' ..nd MAX. 18' BELa'" GRADE. I J I ~ -I ; ~' - ~ L. f lET ."" I 30' MIn. r 12'-18' f 112' <Typ.) -11' - ~'I'f -.r I . 18'!IIn. i ~ c..... Stop (Typ.) "- 3/4' Poly.1I\yle... Vo.t.r S.rv~. T~g In 2' PVC Con....t (Typ. 5/8' ".ter) "'ot.r Mo.ln Thr'eo.d'~ Cor~o.t1en Stop (Typ.) .- IIY. _ _ CITY IF CLUlItlilATU, FLlIltlIlIl _ ~:::T - ~... POTABLE 'viA TER 4' BLo'JoFF DETAIL n,t,.. t r lc Peto.bl. "'o.t.r ~ V..lv. BelC ,....-4. D,I, 4' G..t. VOlV~ .~ Poto.bl. Vo. t.r Mo.ln ~ ~~~ I r 4' - fi/'ijp i-:U~-' ..... ~.. ~ "" . . ... - NO. DATE Let Cur ... , t Vot.r M o 0. t.r S.rvle:........ (TypJ -......... r,w ""V Wl'l e~- NOTEI SANITARV LATERALS TO It I ...ITHlN 10' OF' CtNTER IF lOT ON DD"'NHILL SIDE OF' CENTER OF' LDT. R~ N.H. -.. t 0.' ~<4!....<4! v S..l'lIto.ry Two. 3/4' 316 Stoll'll... St. All thr'.o.d. co.t In corbel Approved bOo,.,..1 Jol"t ....1 · 4 "O-RIng." o.nel "Ro.l'I-N.c:k.' ,/ Two. contlnl.lou. ring. ..toll Join , (, ec.... I- Let 10-1'1 I . -1 '-10' WI I PLAN VIEW' PROF'ILE Let "../w Un. Lr--9S/8'-j W/////@ 1 ~~~ - ~~- - !~~ ROTATE: BENDS AS REQUIRED .. "" I"" ~ W'It BRANCH (NO TEE "I "" ::''' CONFlClURED FlTnNCS) II ..... AL TtRNA Tt: ADOlllONAL RISER ANO BtNO \!MERE ..0ItEA 1tR SEVIER DEPlH lsi o N.H. 7fi'-' ~~ ,-... .~ - .,.".,.... ... .' - - ~ - Thick lc 1'-6' Sq. L..I "- r- 118.... ~ Ir SlOPE: UP TO P L 1/S . PER FOOT W!N. ROTAlE ..,., -~~ Y/~ .- AS REQUIRED ~~ ~:\ /~ WIN. ,. PVC PIPE (SOfl 35) LAY ON i~ ~~ - - UNDISTURBED SOIl. -t ~ \ . SlOPE UP TO PL --i 1/S . POt F'OOT WIN. SANITARY ""1""" ,//i-;CLEANOUT ON tACH 8RANCH SE'<<R WAIN / II ~ WAKE SER'o1C( 1 I CONNECllON AT ~r~'~ ~---~-;.__.- DOUBLE STRVlCE;3:: uu ,... '-' I R/W OR E:ASD.lENT UNE: ~.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._... ,. WIN. SERVlC( UNE I _ It SCOTCHWARK ----'" I '- CLEANOUT 8AW1ARKER H IS" "'AX. SINGLE SERVICE I La <4!.....t \ I yp.1 CurW'\ k ~. 10 15/8' ----;/ Ir-- 9 718' -II L~' ~ f ('Il /I r, ('Il ~ I V...,.., ~l' ~/2'~ CLEANOUT PLUG DETAIL 2' Jelnt In p~ .ntry ~s~e Lot LIn. Lot CTyp,) Plug (S.. Note) ",..<4!_ .......... ^ II S...r Mo.ln..l Main , CLEANDUT DETAIL N.T.S. NOTEI Cl.ol"tOl.It plug to. 10. U,S, F'ol.ll"tdry 7621 or .q\AO\, __'I _ CITY IF CLtNtVATER, NItlIlll _RING ~~ - lau CITY IF Cl.Eo\It\iIATtR. rt.DIlIIiI ENGIN~EERI~ DEPARTM. ENT -v.:J!I.'" "" I '.,' N.T,S. ... - - ~ S.. Inel.lC No. 301 3' / 1/1 T"e contlnl.lou.' ring. 0' 'Ro,,-Nec:k" 1~17410.Y.r. 0' brick NOTES 1, All pip. hot.. .ho.ll 10. pr,c:o..t. 2. Int.rlor .holl b. IIn,eI with HDPE Th.r",o.l plo.stlc: IIn.r er F'1b.rglo.. IIn.r, 3. Mo.nho\.. .ho.\I ho. ve 0.1'1 .lCt.rlor c:eo. tlng 0.' 0. t \ ... t 15 l'lIl. dry thlc:kn... PROlO EP214-351 EpelCl-M...tlc: er I<epp.rs bltUl'lO.tlc: block .olutle 300M. I St..l rtln'OI"c:.",.nt - I - 8' "In. wo.U 'thICkn... 4, MI I typ. II oclCll r..I.t..nt n. I c."."t 4000 p,.,I, 2' Ht 1'IIn. ~ ...,.,-- Greut fill op.I'lI"; with I ~. non-.hrlnk ",orto.r rt~~::~~~ ~~&h~n~ GrOl.lt flew c:honn" J P.v~, pip. r.qlAlr.. I'IQl"lhol. o.do.pt.r cel.lpllng by F'le Control, Jnc:., or o.pprev.d woo t.r .tep COUpUI'Ig. ~ :'I :\ Conc.ntrlc er .cc:.ntrlc: COl'llJ (Tep .lo.b on .hoUew "o.nhel.. 0' to 4' eI.pth) SANITARY SNR WAIN / '\... ~1 ,...'-' TYPICAL FIRE HYDRANT SETTING lliUE;" n.t... 1. SERVlc( LATERlALS SHALL lERWINATE INSIDE PROPERTY UNE AT A DEPlH OF 3 FEET Yl1lH CLEANOUT AND WARI<ED Yl1lH A 2"X4" TREATEO STAKE ANO GREEN SCOT()IWARK ELEC'mONlC 8ALL WARKtR. J ~ L . ~~ ~ Io.c:k 0' Curb er ~.... ., P.....,. ....... Mo.lC, 15' - MI". 4' CITY or CLEAJlW A TER FI.OllIDA PUIUC' wf;;I&I:~~ISTIU.TION - .. .... _ .. MIlO IlIl. .,.. - on " 18' MIn, 24' Mo.lC, DI.tonce Vo.rl.. Vo.Uv. BelC M'W. 0.11 - - Clf\' IF Cl.Eo\It\iIATP. rt.DIllIiI ~ ... ~..~ , rM'C::h, Joint Vo.lv. I ONLY APPROVED ~ ~ K,nn.dy Guo.rcllQ;/'I No., 1<-81A ~ ~ - '-- ----.: Mull.r C,nturlo.n No. A-42~ ~.... "'. U,S, Pip. Httropell'to." -- - NOTES. '- I. St'4I'I.r Connection to. F'o.c:. Str..t. R..tro.lnlng joint (Typ,) 2, All F'1r. Hy"o"t. to. hov. 5 114' Vo.I.... S.o.t. em IF CLtIiIt\iIATER. rLlllIIiI 3, F'1r. Hydrant. Sho. II b.Plo.c.d o.t Stl"'..t. Cer" ... .ENGINEERING DEPARTMENT or In th. R.a..... AcllJoc.nt to Sid. Let LIn.s t!I! Vhtn.v.r Po..Ib\~ 4. Se. Shut 3 'or Typlco.l COM,dlon. .. F'lttlng -. _ _ ""1 ,.., 1. MANHOLES SHALL BE INSPECTED BY THE CITY BEFORE PLACEMENT AND SURFACE 1REA TMENT. 2. ALL OPENINGS IN PRECAST MANHOLES SHALL BE CAST AT Tlt.4E OF' MANUFACTlJRE. CONNECTIONS TO EXISTING t.4ANHOLES SHALL BE CORE ENTRY ONLY. 3. ALL MANHOLES SHALL BE SET PLUMB TO UNE AND GRADE. 4. (PVC) GRAVITY SEv,f;R PIPE SHALL CONFORM TO ASTM 0-3034, $OR 35. LATEST REVISIONS, WITH PUSH ON RUBBER GASKET JOINTS. 5. (DIP) GRAVITY SEv,f;R PIPE SHALL BE CLASS 52. EPOXY UNED OR AS OTHERWISE APPROVED BY CITY ENGINEER. 6. NO SERVICE CONNECTIONS, WYES, SERVICES OR VALVES WILL BE PERt.4ITTED IN RESIDENTIAL DRIVEWAYS, EXCEPT UPON APPROVAL OF THE CITY ENGINEER. 7. t.4ANHOLE FRAMES SHALL BE ATTACHED TO THE PRECAST STRUCTlJRE WITH A MINIMUM OF TWO 3/4. 316 STAINLESS STEEL BOLTS. NUTS AND WASHERS. FRAt.4ES SHALL BE SEALED WITH A MINIMUM OF TWO 1/2" BEADS OF RAM-NEK CAULKING. 8. TRENCHES SHALL BE DE-WATERED TO ENABLE PIPE AND APPURTENANCES TO BE INSTALLED FREE OF WATER ON UNDISTlJRBED SOIL. IF" UNSUITABLE SUBSURFACE MATERIAL IS ENCOUNTERED, EXCAVATE EXTRA 6. AND BACKFlLL WITH 3/4" GRAVEL. 9. PVC SHALL BE LAID IN STRICT CONFORMANCE TO MANUF ACTlJRER'S SPEC (JOHNS MANVILLE RING TlTE PVC PIPE INSTAlJ.ATlON GUIDE OR EQUAL.) BACKFlLLING OF' UTlUTY TRENCHES WILL NOT BE ALLOv,f;D UNTIL INSPECTED BY THE CITY. 10. BACKFlLL MATERIAL FOR SEv,f;R t.4AIN AND LINES SHALL BE NON-COHESIVE, NON PLASnc MATERIAL FREE OF' ALL DEBRIS, LUMPS AND ORGANIC MATTER. BACKFlLL MATERIAL PLACED 'MTHIN ONE (1) FOOT OF PIPING AND APPURTENANCES SHALL NOT CONTAIN ANY STONES LARGER THAN TWO (2) INCHES IN DIAMETER (1" FOR PVC PIPE) AND NO STONE LARGER THAN SIX (6) INCHES IN DIAMETER WILL BE PERMITTED IN ANY BACKFlLl. 11. ALL EXCAVATION IN EXISTING RIGHT OF WAY SHALL BE BACKFlLLED AND STABIUZED A T THE END OF EACH DAY TO PERMIT PEDESTRIAN AND VEHICULAR TRAF'FlCPRIOR TO CONTRACTOR LEAVING SITE. 12. WHERE SEv,f;R IS NOT 'MTHIN PUBUC R/W, IT IS TO BE LOCATED IN A UnUTY EASEt.4ENT AND CITY MAINTENANCE RESPONSlBIUTY IS MANHOLE TO MANHOLE ONLY. 13. UPON COMPLETION OF THE WORK AND PRIOR TO PLACEMENT OF ASPHALT A VISUAL INSPECTION AND VIDEO RECORDING SHALL BE MADE OF THE COMPLETED SYSTE.... THE CITY SHALL APPROVE THE SYSTEM PRIOR TO IT BEING PLACED IN SER\IICE AND BEING ACCEPTED FOR t.4AINTENANCE. 14. COMPLETE "AS BUILT" INFORt.4ATlON RELATIVE TO t.4ANHOLES, VALVES. SERVICES, FITTINGS, PIPE LENGTHS, INVERTS AND SLOPES SHALL BE ACCURA TEL Y RECORDED AND SUBMITTED TO THE CITY SIGNED AND SEALED BY A REGISTERED LAND SURVEYOR. 15. AT THE END OF THE ONE (1) YEAR WARRANTY PERIOD THE CITY WILL T.V. INSPECT, AND CHECK MANHOLE JOINTS AND CONNECTIONS TO DETERMINE IF REPAIRS ARE NECESSARY BEFORE THE WARRANTY BONO IS RELEASED. i f N - SERVICE LOCATIONS Let ... , CUl"'IJ t Vo.ter Mol a IJ o.ter S.rvl........ (Typ,) ........... r,w ,,"1tJ w'" Let e~- NOT~ SANITARY LATERALS TO IE "'ITHIN 10' OF' CENTER OF' LOT ON DO"'NHILL SIDE. OF' CENTER OF' LOT. JlRAVN IY I DESIGNED IV I APPROVED BY . DATE I 2~ r- iaw" I Son.- GENERAL SANITARY SEWER NOTES loot Let ",./- \In. , l sf ff. I F'1nI.h gro.d. to o.llow 0.4' """,, 1.0' ",o.lc, 'o.ll 'rel'l prop.rty IIn. to bo.ck 0.' c:urb. R/... I a M,H, "- So.n1to.ry Lo. t.ro.\ , (Typ.> 20' MI". Is' M1nJ - =':1.. ~~f ~ Curlif\ I ! I I I I I i- ~ 30'-3~r 0.. Dlr.c:t,d Ioy t . City Ert;I"..r I -10' -L I Let "-Sid. Lot Lln. (Typ.) ;.00:' ~.. CITY IF Cl.tARIiIATP. F'UIItJJA ENGINEERING llEPARTi - - - ... .., " 6' S.rvlc, LOot.ro.l Mo.ln NOTE. AU "ot.rto.l. to 'lCt."d 5' b,yo/'ld bock 0' curb 01" 20' 're" c,nt.rUN 0' .tr..t, whlch.v.r I. gr.o.t.r. SECTION ANY VARIANCE MUST HAVE VRITTEN APPROVAL OF' THE CITY ENGINEER. I I I I lIt7 ... - I - CITY IF Cl.tIiIt\iIATER, F'LDRIDII ~~RING DEPA~ TCJ"""" KIfVICI: ~ ... , ., S/8' Mln. 4 R.ql.llr.d Plc:k Hot. 7 ~ 1-1/4' 117 ~ ..1\W...~ ~ a a a J-:\ \ ;::5 A NIT A R Y<;' aaaeee .-a.SE WERe a 000 e aF'l/Io.o -"",- -....""- Nen Skid Po.tt.r" R.qulr.d ~ ------~- - RING - HALr PLAN ~ R.qwlr.d- lu t!I 36' ~23'~ 21' Mac:hII'lIId SUl""O / OA'It IClCl 110. . . ! I t SOLID COVER CITY or CLEARWATER, rLORIDA PUBUC WORKS ADWINISTRA TIOH ENGINEERING I ~ " t!I " \.- ~ I ~lu 1'1 r- 22-3/4' -1-.i h ~tfLL1A:rt Mo.c:hIn.d Sur'o.c:, ~"1J'l' OCClCED IV ~. ~.T " lL~ IIEV. Dolo'lt llaCM'1llIIl w RING - SECTION MlnIl'aUl'l ....Ight 7' 232 lb., 9' 278 lb., SOLID COVER SECTION MInl"u", ....Ight 128 lb.. NOTES 1. Vh.r. reod"oy bOo.. I. 8' or thlc:k.r u.. 9' I"In , 0.\1 eth.r c:o.... 7' ring I, p.r",I..lbl.. 2. M..nu'o.c:tUl"'.r. ",od.1 0.' .ter", ring o.nd cev.r t b. o.pprev.d by Oty E"gln.e~ CITY IF CLtNtlilATtR, FUlRIIiI -~ ",,~ . - -- .. -- - VELVENTOS 3311 66th 'St. N. CLEARWATER, FL 33761 SITE PLAN # ~+'J-'f-O; UTI LITY 0 ET AI LS 8 OF 9 SHEET Dv.,-lo.p 'U.I" rlot.rlo.l,\lS' r- 24' ~I~ OC:I"OIl top 0' o.W.go . 0 L 1 J \VO}.S ::~ ~ I ~ ;1 IN > P'I"Nt.I" 0' OgSl"'t'~go.. o' 00 I 0:0.-0' ~ to ~ ,\Aly wropp.d .ltt\ . <lo · o~. ~ Non >>-grocflng f'1bel"OUS eo. 12' '00.' ru.I" Typ. Mot'I''101 '000' o. OCl" Dlrtc:t.d by EngIrw.I", '" 0. 0..0.. MII"0.+'I140 N Or" OPPl"ovtd~'~L ~EB~ ~G~!G fa~ ~ Und'I"d,..oln pip. sholl b. 6' 1'\11'\. '''Q. 6' 0 · d1o".t.I" pvc .Ith P'I"'Ol"ot do.", - $.. T.c:hnlc:ol $1K'c:lf'lc:otlons Rt.,.. Aggrtgott 'Of' lInd.refrolns '0.,.. d.to~. II Consist 0' 16 rOOT Aw.got.. TN Aggr.gllt. My b. Stone, TYPICAL SECTION Slog Of' er-",.h.d arov.!. "...e-w nttf' .. rJlQT - Stc~ ~. . .... "4 .... VI .... "I .... No.. Solid pip. (./0 p.r'Of"o tlon.) Is to b. ",s.d "",d.r drlv.s and roodwoys w1tt\ c:o~c:t.d boc:kflll. .00 9OwlOO IOw5ll Otolll Oto5 CITY " cu:NlVATD. ruJlIDA , 04IM e....- NW T.c.J, ~ENGINEERING DtPARTI!MENT I IVtS aw. NW T.c.J, 'c:: l- . 1Il4 ......... CtlaIlIl..c.J, -.... - ... '.' It.- 0lIttrfMet .... WltIl SdMIIt ,.,. ""\.. ~ '" 0Itl0r u... ~ \. ^ v'\. "F'\. ~ ':::::::':-:':... \J ~~:::::::jJ;)E"? I~ 'V'" ............... ...I....I....'~..I-.-I....... ~ ::::::::::::~:/}::::::::~:?~;::;';;li0':::::::~::::{:~:~{{:~:~t:~:~:~:~:: .. ~ . ..::~:~:}~:~:t~:~:~:~~~1~f.fI~:~:~::::::::::::::::::::{:~:~:~:~:~:~:~:~:~:~:~:~::::::::... Eo1l ~ .:.::::::::::::::~:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.::::::E':':':':':':':':':':':':':':':':'~ e.m ~ ~ ~':':':':':':':':':':':':':':':':':':':':':':':'1:<~:: ----~\ ~.........::~ '\ '7\. ~ \/ \/ V if PLAN \1EW .... lAwI lIlft>t It..... \ " "'- ~ '~I " _~ r.. ..=::~-t~~~- CROSS SECTION =--n.: 2:, r:r=..~t. SdMIIt ,.,. .... - - c:zn " CUMYAm, n.l:IItIDA ENGINEERING llEPNtTICNT I.......~ 1-" ~ ... ... J: ...... .. IAN .. """' 1Ilroot -- - ~ IW ., II I/'t' ~ ..... ,_ rd' IItIIh. r-IO' 0llIMttr ..... IIlh r .,., ~ ~ --- .. ~~ Ii rhtouo ,... Mot.... / /" M" .. '" DrIIod r... r / ./ 2"..' nMtr TI~ NOTES: I. FI>trouI flIti' motlrlGl In frOllt of blocll prtYIIlU 9' owl from "III1n9 Into Ittvctur.. 2. 2'.4' Behind block OIId ocro.- throat help. kHp blocll In place. P1~ In out.. holt of tpOCtl' block. 3. Bal.. of hoy and 1Od. IImAor1y placid. moy oleo bl ulld. .-..... LL --- ... 7 1 -.- - CITY " CUAllVATU, ~ ~_T _ L.___ -. I.' I' Oot All ... Drlvt5 - l' Dl"op 00 ~ r IJfQl"ll"Ig :,. All Dl"lvts :,. $urhce -( . ~ ~ / rlJ.Oorlng - 3/4'R ~ 'Y :;~::~::::~:,. SUl"hc:. I <"/A{[":::::;:;';:::;;;~r'" n~ ~ . : :. . ~Jff:;;t~~ ~ hn ~ I ~f~ff!:~'::f.~;~: TI~::ff~f:1f:~f ' $. . '6< .:::. i~l- , /;.:Y; :f::::":::~ ~ ';:::#:::4:;::~: " BOon ~~ ........ I .' . . ':'." I':' t':,' .',.: .....'. "'1_ -,"' . .' " 6' 12'" I""' .' A: . . . . COP'lPOocted Subg,..Ood.. . . . . . . '... ........ . " . ~,~,~~~~ ~~;;/~~ MODIFIED CURB NOTES. )'~~^'h 1. THERE SHALL BE A 1/2' VALLEY GUTTER CURB SEAL JOINT BETIJEEN BACK ' OF' CURB AND DRIVEVAY, 2. CONCRETE IN CURBS SHALl. BE 3000 PSI. S' I' M ;::-1-1/2'R .3 BOor ~, Cont. ;.): : : : : :~ rlJeOorlng ~~:; .~: ~ Surhc, ~/ ::'jt '.' N. .,~ : . /'}>>\.:y~ :'. .~: ~ ~~ 6' ~ /R'. . .' ~ . . COP'lpoc:ted Subg;Ood'. . . *'~. PIN / Do~ELLED CURB .3 Bo.r, la' l.ong, 36' C.C. r 1-3/4'R 9' 9' 3/4'R'"'\ / ' lJ'Ool"lng ~ ~ ~ {sul"f'o.c:e ~ :.'~:::~ T == ~ :f~ff~ff:~:':~';~;Af:'~~' ~z ":':;:';:":'. 14: . ~)I ..., . ,-'6 :..:..~..,r'J',..'..:... B"s. ~ .,....:...",.........:.......' '" IIIi ~ .;". ~ /~ . . Co~pOoc:ted Subgr4d. BOon MEDIAN CURB CITY or Cl.EM...ATER, F'UlRlDA EERINGr DEPAR~ - ~ ~ u. IIV, IIlft - j1 GALEN JAY HOFMANN } P, E, 8620 AIR~AY BLVD. NE~ PORT RICHEY } FLORIDA 34654 PHONE, 727-844-7686 NO. OPTIONAL POST ~ -20':t ~I PRINQPAL POST POSmON (CANTED 20' TOWARD FlOW) -- ljL NOTE: 1\JRN ENOS Of' FENCE UPHILL ELEVATION e' MAX. I ~i I ~\-.'\) ~ It FILTER FABRIC (IN CONFORMANCE 'M'Ilt SEC. eM FOOT SPEC.) / 1 { ---=::I - MallNrl UN~ SECTION CITY " CUAllVATa. n.CIWIo\ .ER~ DtPA~1 -. ... ..... .... -- wms; ... a"d"...... .. lit tlo ....... lIlrt 'Ill 1. 51nV'1 row of Strowbole. 01' Snt FIIlc. to b. placid prior to the .tort of rou9h vrodlnv. 2. MAINTE,NANCE: All ..011011 and 11Itratlon control cl....Cft 11I011 b. checkld r'9ulorly. . 'Ipeclally oft.r lOch rolnfoll ond wll b. c1tonld out and/OI' repaired 01 requJrld. ../ _ ~ LAKE --r--- ~ -- ..... -..... -- ...... : '. 'f .. 'f .. ~ ,"~ ~~~ + .~~~ f. ~ A -.-::::- ~ '" 'f 'f.."""'- ~ 'f 'f '" .. 'f.. ~ --- - / ~~~ STRAWBALE SILT BARRIER ADJACENT HOME ~ J.... ...., ...... ..- ADJACENT HOME PROPOSED FOOTPRINT OF' HOME .. ..~ .. .... .. w" - 1'---" ..!.. .. ~ ~JtiJ. tr' . 'ill -. .. ~ .. RECOMMENDED . i.ll TOE-IN :'oi, I PREASSEMBLED SILT FENCE L ~ROPERTY UNE ~"".::.:r- I ____..I .t..L.... . , V- ~,ta CUM .. 0UT1IIt ~ CITY STREET../ ....,.. CITYiliC EAR"'AT R rLORIDA PUBLIC... I( STRATION _I" '. "., larl IIY, IIlft ~_ ..... III . ~':-' =- lWI,:;.,Wmlllt ,;..It:lIltf[ft ~ t ,~~ I ~ h -- _...__ Inwt n. WltIl WIN ....... kid Clr'lMl ".. CROSS SECTION .... o - ChuI.. ...,. II Hot r-1/aI - ~ ...,. T. FIt Drtlno.. ANO AM TorM\. 0.- To 01.. ""' EflIeftriw, . 1; W ... M ~ T. "-- IotIoflloltrJ ~ Of 1elIInIIllt; - ,... I 1 PLAN \1EW CITY " CLWVIlTEll, n.atlllll ENGI~ -. ~ -..... - TOB- 78.00' TOB= 79.0' 4/1 2/1 TOB 4/1 S.H.W. - 76.20' GRADE CHANGE {EL- 75.0'\ 2/1 BOTTOM (El.- 87.0') BOTTOM VARIES PROPOSED SURFACE WATER BODY 4/1 2/1 TOB S.H.W. . 77.00' 4/1 I A' I \!F SWALE [TYPICAL] NOTE : SOD TO BE PLACED ON BERM AND FROM T.O.B. TO TOP ~ LATTORIAL ZONE NOTE : SOD TO BE PLACED ON SWALE BERM. SlOE SLOPES. AND BOTTOM GRADE CHANGE (EL- 76.0') 2/1 I BOTTOM V ARIES PROPOSED ON-SITE POND #1 B 1 ''''-1- ~/ 3'.1' of1 . .. i " I ....:.... . I'-t ~~ - -I"'"" ~ U ti , j; f .. :t I... " 'I "t.. '.... -I- -- ,........ A I BAFFLE BOlTOW EL- 77.18 STREET SPECIFICATIONS. 1. 6' SUBGRADE COMPACTION TO 98 Y. MAXIMUM DENSITY UNDER A,A,S.H.T.O'I T-180 VlITH MINIMUM F'BV=7S OR LBR=40. 2, 8' CRUSHED CONC. BASE COMPACTED TO 98 y. MAXIMUM DENSITY UNDER A,A,S,H.T.O'1 T-180 VlITH MINIMUM LBR=100. 3. ASPHALT TO BE 2.0' OF' S-l DRAWN BY I DESIGNED IY I APPROVED BY , DATE DATE I i I ~ i "'i=r ~ ' ~W; 'I ".. .' '."'/.' , ",. ,'" . ,.".. .' .., , 1', . . - B .. PLAN 4'-~. 3'-1. WEIR EL.- 77.8S' "'" '(5' SECTION A-A )-1)-03 --- 1:!:1 J NOTES: ,. _Ji4.T. INDIX NO. ata POIll f1rAlllllllOlW.~ ~.o.o.T, lNDIll NO. .1 POIll M 1JcIcL.~ _11 ~'-1t .lIt. . - . I , . ~ 1 ~II - 's' j A I STEEL GRATE GRATE ElEV.-78.50' II 5'-5. 4.-8 i I -'!!pR- 8- \ i W~11i n _ 77J'A' , . -- ) , .1. DIa. ORIFlCE- ..... . . BN'FI.E RM \ a.- .' ~ I i' ~, 1 . \ , , I \ ' . t .i ~ . t ~ ... s ~ 1 ~ \ / t ; ELEV.- 72.&0' -~ SECTION B-B CONTROL STRUCTURE-POND 1 [F.O.O.T. INOEX NO. 232 ] TYPE .0. VELVENTOS WEST 3311 66th CLEARWATER, NoTEI I I S~ALES SHALL BE PROVIDED WITH PERMANENT EROSION PROTECTION, SUCH PROTECTION MAY BE TURF} USING AN APPROVED TYPE GRASS, THE S~ALES SHALL BE SODDED A LATERAL DISTANCE EXTENDING FROM ~ITHIN ON FOOT OF THE TOP OF THE SWALE BACKSLOPE, .., . EL.- 77.00' WHERE SIDE YARD SWALES AND OTHER S~ALES ARE REQUIRED} SIDE SLOPES SHALL NOT BE STEEPER THAN FIVE TO ONE. VERTICAL RISE FROM HIGH POINT OF S~ALE TO Lo~EST FLOOR LEVEL SHALL NOT BE LESS THAN EIGHT INCHES, ., , ~ , I i ; I , ' ; I ! : . I EL.EV.- 72.&0' , ) I I I I ) ~ ORFICE DETAIL 2" PVC CAP ~~'LLEO ORF'ICE SUBDIVISION St. N, FL 33761 LOT ALL GRADING TYPE II A" DRAINAGE TO STREET PROTt RtAR CT1'vt SLOPt. ~ --- /'" ~ t:J r--... et --- ~I 1__ ----- Q: .:. ~ ~ ~~ ~ ---$1 ~ e$ -- --- ~'- \ fE~ --- IS1Dt o.~ - ~ b SLOP1 -- ~TOIMA S1Dt Sw ~ ALt (M1N. , 6' Dttp ) -1 L 1/1 I- f:j ~ Go? / ~ ~ REAR LOT LINE 1Y. MIN. ~i: MIN. I I ,FINISHED F'LOOR 14% MAX. \ (PAD EL. + 0.67') . ' . .... .' PAD ELEVATION I ~ S\VALE 1% MIN. J I--c:: PAD ELEVATIONS (ON PLANS) STREET R/\V I ./'" It STR!:!:t ... 2% MIN. 14% MAX. LOT GRADING DRAINAGE AND REAR TYPE IIBII TO BOTH STREET LOT LINE , aJ b.J >a. '-CJ 1-....) We.-? W I-~ CJ<r ~w Q~ S1Dt Sw ALt (Mltv . 6' ~ ~If _ L. ~o -- ~ 1 1 ~ ~: ~ / O~ ___ ~ If; - I- SIDE: ~ l..: )0.. f:j ~ TO '..,r-t. -- ~ La: ~X. ~ r- ~ Go? ~ / -.; ~ LOT ALL LOT GRADING TYPE IICII DRAINAGE TO REAR LINE -- R Tt F"RONr Ci1'vt L t ... --- ~~ ~& <Jet ~ ~ft o.~ --- 01.4/ ~L 1 !~-- ~ et I ___ 2 -- '- )0.. ~ ~ l- f ~ f:j __0. ~ __ ~ Go? ... .... ---- -- ~~ TO 1 MAX. ~ .... ~ ;:;:::;:::::... SllJt Sw ALt (101]1' 'l. 6' lJ ttP) SITE PLAN ~ & DETAILS SHEET 9 OF 9 BOUNDARY, VEL VENTOS WEST PINELLAS COUNTY, TREE & TOPOGRAPHIC SURVEY FLORIDA \ r:." n.O. tc.:. ~T@~~ff~rT~~':~u i " U , ~. . __..N.. .....- .--'--.J n\ MAR 1 9 20n3 ~LlUI OL.At~NI:\;i...; 6 f.;.VV.Uj'NC'-41 SvC~ CINOf CtEARWt\lE~., . ::-.....---- SECTION 19 POINT OF COMMENCEMENT SW CORNER OF SEcnON 17 SECTION 20 MES INV - 75.78 ~ , y, ',: NOTES: - THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A COMPLETE AND UP- TO-DA TE TITLE REPORT, EASEMENTS AND OTHER ENCUMBRANCES MA Y EXIST OTHER THAN AS SHOWN HEREON. - THIS PARCEL APPEARS TO LIE IN FLOOD ZONE "c" PER FLOOD INSURANCE RATE MAP, COMMUNITY PANEL No. 125 139 0086 C, MAP REVISED JUNE 1, 1983, NA TlONAL FLOOD INSURANCE PROGRAM, FEDERAL EMERGENCY MANAGEMENT AGENCY. -AREA OF SITE = 1.887 ACRES, MORE OR LESS. -BEARINGS ARE REFERENCED TO THE WEST BOUNDARY LINE OF THE SW f4 OF SECTION 17, BEING N 00'24 '40"W (ASSUMED). -ELEVA nONS REFERENCED TO A SANITARY SEWER MANHOLE LOCA TED 200':t SOUTH OF THE SOUTHWEST CORNER OF THE SURVEYED PROPERTY ACCORDING TO CITY OF CLEARWATER, FLORIDA AS BUILT ORA WINGS. ELEVA TlON = 77. 53 FEET. Cl ("-. DESCRIPTION (AS FURNISHED): THA T PART OF THE SOUTH ~ OF THE SOUTHWEST ~ OF THE SOUTHWEST ~ OF THE SOUTHWEST ~ OF SECTION 17, TOWNSHIP 28 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA, LESS THE SOUTH 15 FEET THEREOF; BEING MORE PARTlCULARL Y DESCRIBED AS FOLLOWS: FROM THE SOUTHWEST CORNER OF SECTION 17, TOWNSHIP 28 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA AS A POINT OF REFERENCE RUN; THENCE N 0'24'40" lot: ALONG THE WEST LINE OF SAID SECTION 17, 55.00 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE N 0'24'10" lot: 278.80 FEET; THENCE S 89'54'24" E, 294.92 FEET ALONG THE 5 ACRE LINE; THENCE S 0'24 '40" E, 278.76 FEET; THENCE N 89'54 '54" w: 294.92 FEET TO THE POINT OF BEGINNING. SUBJECT TO EASEMENT AND ROAD RIGHT-OF-WAY OF RECORD. <:: () ;::: o L..J V) L... C) L..J ~ -.J >- Cl:: ~ <::. :::) &5 ~ Cl:: ~ DESCRIPTION: (WETLAND CONSERVA TlON AREA) A PORTION OF THE SOUTH M OF THE SOUTHWEST J4 OF THE SOUTHWEST J4 OF THE SOUTHWEST ~ OF SECTION 17, TOWNSHIP 28 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA, BEING MORE PARTlCULARL Y DESCRIBED AS FOLLOWS: COMMENCE A T THE SOUTHWEST CORNER OF SECTION 17, TOWNSHIP 28 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA RUN; THENCE N 0'24 '40" lot: ALONG THE WEST LINE OF SAID SECTION 17, 55.00 FEET THENCE S 89'54 '54" E, 247.52 FEET ALONG THE NORTH LINE OF VELVENTOS DRIVE TO THE POINT OF BEGINNING. THENCE FROM SAID POINT OF BEGINNING THE FOLLOWING TEN (10) COURSES: 1) LEA VING THE NORTH LINE OF VEL VENTOS DRIVE N 55'24'08" E, 44.34 FEET; THENCE 2) N 01'44 '49" E, 43.46 FEET; THENCE 3) N 06'00'29" W, 45.35 FEET; THENCE 4) N 00'54'53" E, 44.98 FEET; THENCE 5) N 00'34 '27" W, 49.90 FEET; THENCE 6) N 04'08'49" W, 50.76 FEET; THENCE 7) N 47"16'50" E, 14.77 FEET; THENCE 8) N 83'03'57" E, 0.47 FEET THE TO THE WEST BOUNDARY OF "VELVENTOS SUBDIVISION~ SAID PLAT RECORDED IN PLAT BOOK 106, PAGE 87 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; THENCE 9) ALONG SAID PLAT BOUNDARY S 00'24'40" E, 269.00 FEET TO THE NORTH LINE OF VEL VENTOS DRIVE; THENCE 10) ALONG SAID NORTH LINE OF VELVENTOS DRIVE N 89'54 '54" W, 47.40 FEET TO THE AFOREMENTIONED POINT OF BEGINNING. '. ,', , , , , ',', j '<~ - . '}~', , , , , , ,,} ,,~ x I ':>~ I ,,~ I I I I I I I I I I I I I I I I I I "x I ,,~~ I I I I I I I I I I I I I I I , I II II <:>r:/II ,,'0 : I 15.00'(M x ':>~ ,,~ ~ ..., ,,~ ,,~. ~~ . . ..J ~~ ~~"'OI j'IOlI') :!2 . . ~~ )... II II N ~l;b~ ~,,~- Vlll::'-'Vl 18 ~ .":.- SANITARY IrtANHOLE SECT/ON' 1 7 "'x~' II "V I, " " ,,~ I: 1~' " .1 :. ~ .~ x., ,,~ JO" * ~ (.) ~ ~ ..., .' . il''\1~' ,.to ,,~. ,'I " I' .:1 I 1'1 d 'II Ii I I ~'J.. ,,~. I 0'1 ~I ~ :: I ~\o I I " I ~\>' I I I I 0~ I I 0<<; crJ~1 I I I ~ ~<:::; I I ~I II '~0 I I I I I t I I '),~ f "I~ 1tF *~ 'J.. '~~f "",,,t! "~~-l-l- I I ~ I I I II I I I I ~ I I to I I ~ - . ,,~'J *~ 'J.. ~ ~*~:k:~ t~ ,,", ,,~f ot" r I ,," ,,~. L - N INV - 7J.67 (S' PVC) S INV - 7J.65 (S' PVC) SAID PARCEL CONTAINING 0.0620 ACRES, MORE OR LESS, ~'J..x ,,~. ~x " 1~' LEGEND AND ABBREVIA nONS: */ (t. - CENTERLINE, FIR - FOUND IRON ROD, #> = POWER POLE. It .. GUY ANCHOR, /, ::: LIGHT POLE. C/S "'" CONCRETE SLAB, (M) - MEASURED DIMENSION, (P) - DIMENSION PER PLAT, OHW .. OVERHEAD WIRE, PCP a P~RW.NENT CONTl?cfL POINT, A/C ::: AIR CONDmONER, POB - POINT OF BEGINNING, R/W = RIGHT OF WAY, N "" NORT~ $ .. SOUTH, E == EAST, W "" WEST, PVC .. POL YVINYL CHLORIDE PIPE, CONC. = CONCRETE, SIR "" SET ,/2" IRON ROD No. 4086, SN4tD = SET NAIL &: DISK No. LB4019, W/C ::: WITNESS CORNER, FCM == FOUND CONCRETE MONUMENT, LFE - LOWEST FLOOR ELEVATION, (D) = DIMENSION PER DEED, XO.OO .., (XISTlNG ELEVATION, LB .. LICENSED BUSINESS, MES ::: MITERED EN{l SECTlOM RCP = REINFORCED CONCRETE PIPE ~ ~\O ~<( 0.. SG o V <:::;<(; <( eX-v <(01 ~v NOR TH PER DEED UNPLA TTED - W SIDE OF WALL 0.2'f N 1-& WEST BOUNDARY LINE OF THE SW J4 OF SECTION 17 BEARING REFERENCE CONC. BLOCK WALL ~ ~ ~ ~ ~ 0') ~,..,." 5" ,,~ "". ,,0 1'" 2' CONCRE:TE CURB ,~ ,,~. ~, "". ,~ ,,~. ,~ ,,~x l' ""x b' INGRESS/EGRESS EASEMENT rj} ""x (omclAL RfCORDS BOOK S606, PAGf 564) ""x ~/:) 1'" ~ ~ g ~ '1-" ,,~x 115" ,,/:) "". .M. .' ~~~ 1) ~ ~ '\. GU,(POLE,,~~ '" ( ~ \ - ~ ~ 8" " . ~" V 12" 12" ~ 85"7" 50~~~~.'0" lJ"_ _ ~ ~~._ _ _ _ _ ~-:>... 12" S"7" ~. 9 5~-"~ - ~. ~- - -*:- _ _ lOP OF BANK ~ _ _. . 7" \..::.}.. ."~ - - - - - -;;/:)*""' - - - - - (\."! 7" \.'), 12~ 18" ," ""t 12" \ 'J..o 1~' "~ . 2' CONCRETe CURB ,,~ ,,~. ~ x ". ~ "ox 10" I 8 I I ~ t I I' ~ I 9. I ~I ~ / ~x "'" ~ "ox ~ "ox ~ x ". x" ,,0 x'J.. ~" xt ~" xf) ~" x" ~1 ~ ,,0>< ~ (Z :l! ~ 10 x" ~" x'). ~" , ~x ~ ~ x .s , ~1x POND ~ ~o' x x~ ~~ / / / / / I ~ I ~x " / / / / / w8" ~ Ox ". 6/08/02 WATER ELEVATION"" 70.4 SWFWMD SURFACE WA TER x., ~" , ~x ~ x" ~" ~ ,,0>< ~ x ... ~ ~"x ~ ,v ,,0' CONCRETe HE:ADWALL TOP fL . 77.78 X SLOT (2.0' WIOC) n - 77.26 9~9. SKIMMfR (O.S 'x2.J'xO. 66' HIGH) TOP n - 77.69 SHW NAIL: nEY . 76. 19 -b x ". ~~ / X / "'" / / / " " ~ " */ / , ~," 7" 8 x~ ,,~ x'J.. "t x~ ,," x~ ,," @~8" 4fF:J" 8S"~~6' 8 6" x" ,,~ 8" o 10" f;) ~ ,,~x x~ 1" x/:) ,," 18" 8 x" ,," x" "" x" ,," x' ,,~ LOT 7, VEL VENTOS SUBDIVISION (PLAT BOOK 106, PAGE 87) Best .C....... ........, .. py AVailable FIELD BOOK PAGE 292 46,47 613 7,8 295 50 58 DA TE: JUNE 18, 2002 SCALE: 1 H "" 20' SHW &: WATE:R DITCH X-SECTIONS ADDITIONAL TOPO REVISIONS FILE: VL VNTSSBT2 SURVEYED BY: RVK CHECKED BY: MJB DRAWN BY: SMS,RAC NOT VALiD WITHOUT T1-IE SK;NATURE AND ORIGINAL 1WSED SE:AJ.. OF' A F'LDRIOA LICENSeD SURVEYOR AND MAPPER. ~~ 1'" , 1~'). .,'l: ,,~. f)fj ,,~. II WA TE:R METeR 15" 8 28" 8 ,," 8 x~ ,,~ x~ 1~ 9" o 18" 8 x~ ,,~ x" ,,~ lJ" * x'). ~o Cl -a. ~ ~ .~ oj" ~ ~ 16" ~ 12" 8 x~ ,,~ */ / , ~CONC FOUNDAnON ~ , r;/ ~ x~ ~ , r;/ ~ 12" '~~ 26' 8 1J" ~ x" ,,~ 20" G) IS" 8 8" o 9" o 9" o 4"4" 8' 8 18" x'J.. ,,~ LOT 6, VEL VENTOS SUBDIVISION (PLAT BOOK 106, PAGE 87) . \: . ..' ,I; -,. ... ... I HEREBY CEI THAT THE A "ACH D 51<. 'CH OF SURVEY IS TRUE AND CORRECT AND THA T IT MEETS THE MINIMUM TE:CHNICAL STANDARDS SIT FORTH BY THE FLORIDA STATE BOARD OF SURVEYORS AND MAPPERS AND CHAPTER 61G17-6 FLORIDA ADMINISTRATIVE CODE. 24" 8 x~ ,,~ 15" 8 1J" 8 ~" xo ,,~ 10" f;) 20" G) 6" 8 x~ '.sJ re' ,,~- FFNCE CORNER 0.1''''' rex ,,~. ~ ~ ~ ~ ~ 0') ~ g" ~ ~ 1t. ~:,x ,,~. ~ ~ -- IJ5 -.J ~ >- ~ iQ ~ &5 t- ~ ~ :::> ~ , ,,~. 7" 8 ~x ,,~. o 1~' 7" ~ ~," ~ ? FeNCf 1.1'S ~ ~ ~ . 't- ~: ~ liJ ~ ~ ~ Co (I) ~x ,,"- 78..1 10~120 ~ '.sJ x SECTION 17, TOWNSHIP 28 UTH, ~ :s ~ ..c:: "ioo.J "- Q) C'\j RANGE 16 EAST 66th STREET NORTH (63' RIGHT-OF-WAY) ,~ x .fJ ,,~ ,,~x ~.sJ ... EAST RIGHT OF WA Y LINE x" ,,~ x~ ,,~ Ol' "'1 (.:>1 ~IO -."'1 c:::J <:~ :s~ CI) . c:::J~ a ~~ ~~ ~ ~ x'l- ,,~ x~ ,," ~ "x.... " '-.... ~ (-w" "-.P,c- ~ ~" II I, II " ::- - I, ~:I 1~' :: ~ <.s.:: , , ..c... '....~'i.f..o ~ ....1' ~'W"""'" Lull',', F'-::. II ........ ~ " ~,', / II ...... ',......... ~!i ~ "~~'~..... :: ~ ...... I' a: --:1 ~ :I:g 1';\ l!! 0:::: - 8" :: ~ I II '-' a:: &5 f'J.. :: f-.. ,," :: ~ I 1/ it :: '- I :: t- I n " ~ ",,,..... I 1~' " ~ .." (^:!x~ I 8" J V JI<::i ~ r:\ ,,~. ~l.<J I~ ail ~ 7~7" " Cl:: :: I;.:) 1--1' ~ ,,'J.. 8" :1 v)''' . :: 12 11'";\ ~II Cl:: 1V5" <... :: ~ :: ~ I Lu:: ~ \ II ~ :: ~ \ ~'I~ :: -- \ 8~9" II :::::! (::\ _ .:: S 77.8 ~ ~ -...... ,I <$I II L..J 77. X ~ I' I:::l" ~ ...~ Lu:: 3: / 76.7 ,,'" I' 1~~~ ....... i! ~ I"~'!> ~~. ~" 'f ~ .. , ,I ~ 10" :\". ~:J "f' 1 ~ ~~. ~1" J, ~ ..r 1-- -- _ ~ 07" . 'O~" 5" f:\6" _ _ :koj" :' I " I ~~1t'. ,,- ~><..:... ... ~- - - :: " I I I ,,- - _ 6" TOP OF ~~ - :..> :: I I I I I 0"'S - - - - 8"~" ~~7~"" :: I , I ~9' -:>"", .' 5" 10"r<!>, I' 40.00 (M) .. I' I!I I I ~ :'1 I I r<!>, I ^ '' 6" II I I I ~ 8" II 20" .' ~t iU~.1' j,.~ ,,~. I: I I r "~.,, I: I II I I I I :: I I'~ :: I I "I I , :!' ~ '-' ~ I I: LI ~I ~ I~ 1=1 :0, ~ t: 15 ,-"I ~ ~ I~I I I \tl Vl!:li 50' I ~\ I~: r r I II 42' I I I I U r' I ::' ,,~f ,,~i~f '\ 16 ~ " ,,"- ~\//J X,2" 10" j 12~IJ"@ 8 6" 8 16' \{- . \<U-. ~ """... " ~ \~ i ~ '~ '"'~ '\ ~;: \ I ~ \.... j& ,!l') '\~~ JURISDICnONAL FlAG (PLACfD BY OTHfRS) (TYPICAL) 1, ~ \~ SHW NAIL: fLEY - 76'6~ 15" JD102 ~ ~ JD10J ~ r;i ~ 0. 0') 1~ JD10S JD104 ~ ~". 10" '08'49"W&)~-- .. : ~ JD107 IV O?.!~~(AQ~" JD106 ,x" 4S.~'(A<I __~_02'S4'~J:!(Mb._ N og'!4'27")Vf.I.f)L_____-!!-!<L'(M) r _x_~}J o;o.7i'(AI) - 1'~ ,,~.,.. <: ~ --...!;J:..~!~ ..o!I15!..~"!(A<lL- - - - 44.98 M~" 8~S" SWFWMD WETlAND LINf 1/:)'). Y ,,~~ rr_~..~:~JDI01 ~ 76.0 16.6X 4" 8'C,V 9"(. . 8' WETLAND CONSERVATION AREA,,~x" WES; PLAT BOUNDARY LINE 269.00' x N 8.J'OJ'57"E: (J5 0.47' SIR~ SIR S ,qO'24 '40 "E(D&M) ,,~9 ,,~'!>x "f)':>x 278. 76'(D&M) xo I INV 10" pvc . 75.77 ~ ~ I x., ,,~ x~ 1t xt "t , ,,~x CORNeR NOT SET (iNACCfSSIBU) J.OO'(M) TO W/C "x "". x" ,,~ x~ "t RECEIVED MAR 1 9 2003 PLANNINu & UEVaOPMENT SERVICES CITY OF CLEARWATER xo ,,~ ......... x" ,,~ T- ~ g ~ TREE LEGEND $ = CAMPHOR ~ = CEDAR o = CHINABERRY 8 = CITRUS $ = EAR TREE <S> = MAGNOLIA @ = MAPLE 8 = OAK ~ = PALM & = PINE ,:,><0 ,," ~ (.) ~ c.. xO ,,~ ~~ "". MICHAEL BAKER ASSOCIATES LAND SURVEYORS and PLANNERS 220 SOUTH SAFFORD AVENUE TARPON SPRINGS, FLORIDA 34689 (727) 9J8-5026 FAX/ (727) 9J8-2566 AUTHORIZATION NUIIIBfR LB 4019 x~ ,,~ ~" "". ,0 ,,~. LEGEND AND ABBREVIATIONS: ~" ~ = CENTERLINE, FIR = FOUND IRON ROD, rtP = POWER POLE, I/J = GUY ANCHUR, ", = LIGHT POLE, t/S = CONCRETE SLAB, (M) = MEASURED DIMENSION, (P) = DIMENSION PER PLAT, 0 W = OVERHEAD WIRE, PCP = PERMANENT CONTRdL POINT, A/C = AIR CONDI710NER, POB = POINT OF BEGINNING, R/W = RIGHT OF WAY, N = NORT~ ~..= SOUTH, E = EAST, W = WEST, PVC = POLYVINYL CHLORIDE PIPE, CONC. = CONCRETE, SIR = SET 1/2' IRON ROD No. 4086, SN4&D = SET NAIL 4& DISK No. LB4019, W/C = WITNESS CORNER, FCM = FOUND CONCRETE MONUMENT, LFE = LOWEST FLOOR ELEVATION, (D) = DIMENSION PER DEED, XO.OO = EXISTING ELEVATION, LB = LICENSED BUSINESS, MES = MITERED END SECTION, RCP = REINFORCED CONCRETE PIPE TREE & TOPOGRAPHIC BOUNDARY, VEL VENTOS WEST PINELLAS COUNTY, FLORIDA SECTION 19 NOTES: - THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A COMPLETE AND UP- TO-DA TE TITLE REPORT. EASEMENTS AND OTHER ENCUMBRANCES MA Y EXIST OTHER THAN AS SHOWN HEREON. -THIS PARCEL APPEARS TO LIE IN FLOOD ZONE "C" PER FLOOD INSURANCE RA TE MAP, COMMUNITY PANEL No. 125139 0086 .C, MAP REVISED JUNE 1, 1983, NA TlONAL FLOOD INSURANCE PROGRAM, FEDERAL EMERGENCY MANAGEMENT AGENCY. -AREA OF SITE = 1.887 ACRES, MORE OR LESS. POINT OF COMMENCEMENT SW CORNER OF SECTION 17 SECTION 20 Mes INY - 75.78 ~ ~" , , " EXIST. INV== 75.76 0 PROP. cuJ -BEARINGS ARE REFERENCED TO THE WEST BOUNDARY LINE OF THE SW 14 OF SECTION 17, BEING N 00.24'40"W (ASSUMED). -ELEVA TlONS REFERENCED TO A SANITARY SEWER MANHOLE LOCATED 200':1: SOUTH OF THE SOUTHWEST CORNER OF THE SURVEYED PROPERTY ACCORDING TO CITY OF CLEARWA TER, FLORIDA AS BUlL T DRAWINGS. ELEVATION == 77.53 FEET. I ~~:: ::~: " } " '/.' '/.' ....,. .~ ~:: ~~~ .' '.', I .' ....,. t/." :::::: ',', " ", e ,;:' ~ 'l: ..... .:: C ::' i:::: I:. ~ l:. !4i l:. t;; .::, v, .' ~ :;$ 75.00' 'M ~ ':~' ~ '. ..... :.... ....,j " ).. ::':; ct: ,::, .' ~ ::i' ~ :: :::> ':: C :'~ CO I::: :r- :,:i: t;;:: .:,', lk ':'? 0.:: <: ':':' ;;% 8! "':, ::i :;;:10 .... ::::~: i:~: ,~': Co.. :.::~: .:..:.' ~:~ DESCRIPTION (AS FURNISHED): THA T PART OF THE SOUTH U OF THE SOUTHWEST 14 OF THE SOUTHWEST 14 OF THE SOUTHWEST 14 OF SECTION 17, TOWNSHIP 28 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA, LESS THE SOUTH 15 FEET THEREOF; BEING MORE PARTICULARL Y DESCRIBED AS FOLLOWS: FROM THE SOUTHWEST CORNER OF SECTION 17, TOWNSHIP 28 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA AS A POINT OF REFERENCE RUN; THENCE N 0.24'40" VV, ALONG THE WEST LINE OF SAID SECTION 17, 55.00 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE N 0'24'10" VV, 278.80 FEET; THENCE S 89'54'24" E, 294.92 FEET ALONG THE 5 ACRE LINE; THENCE S 0'24'40" E, 278.76 FEET,' THENCE N 89.54'54" VV, 294.92 FEET TO THE POINT OF BEGINNING. SUBJECT TO EASEMENT AND ROAD RIGHT-OF - WA Y OF RECORD. DESCRIPTION: (WETLAND CONSERVATION AREA) A PORTION OF THE SOUTH U OF THE SOUTHWEST 14 OF THE SOUTHWEST 14 OF THE SOUTHWEST 14 OF SECTION 17, TOWNSHIP 28 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA, BEING MORE PARTlCULARL Y DESCRIBED AS FOLLOWS: COMMENCE A T THE SOUTHWEST CORNER OF SECTION 17, TOWNSHIP 28 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA RUN; THENCE N 0'24'40" VV, ALONG THE WEST LINE OF SAID SECTION 17, 55.00 FEET THENCE S 89'54'54" E, 247.52 FEET ALONG THE NORTH LINE OF VELVENTOS DRIVE TO THE POINT OF BEGINNING. THENCE FROM SAID POINT OF BEGINNING THE FOLLOWING TEN (10) COURSES: 1) LEA VING THE NORTH LINE OF VEL VENTOS DRIVE N 55'24 '08" E, 44.34 FEET; THENCE 2) N 07.44'49" E, 43.46 FEET; THENCE 3) N 06'00'29" VV, 45.35 FEET,' THENCE 4) N 00.54'53" E, 44.98 FEET,' THENCE 5) N 00.34'27" VV, 49.90 FEET,' THENCE 6) N 04'08'49" VV, 50.76 FEET,' THENCE 7) N 47"16'50" E, 14.77 FEET; THENCE 8) N 83'03'57" E, 0.47 FEET THE TO THE WEST BOUNDARY OF "VELVENTOS SUBDIVISION': SAID PLAT RECORDED IN PLAT BOOK 106, PAGE 87 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; THENCE 9) ALONG SAID PLAT BOUNDARY S 00'24'40" E, 269.00 FEET TO THE NORTH LINE OF VEL VENTOS DRIVE; THENCE 10) ALONG SAID NORTH LINE OF VELVENTOS DRIVE N 89'54 '54" VV, 47.40 FEET TO THE AFOREMENTIONED POINT OF BEGINNING. SAID PARCEL CONTAINING 0.0620 ACRES, MORE OR LESS. SURVEY SECT/ON 1 7, RANGE 16 EAST TOWNSHIP 28 SOUTH, lLJ ~ ~ S -=q: -e:: ~ '" 0) C'\J ~~ . . ee ~ 1II~~ "~J:! ~ """ i;~! SECTION 18 ~v NORTH PER DEED UNPLA TTED - ~ ::::~: { :: '/o' ",': ::::~ ....o' '/.' ':. " '':,' 'l: ...." f .:::~ ....o' ::~~ :::::: 'l.' '.', f..."~~ <F~ o ~c,G <(0 v<Vv ~ ~.,. SNIeD IN WALL FOOTER :<r:r 55.oo'OItM W SIDE OF WALL 0.2'E N 00.24'40"W(D&M) WEST BOUNDARY LlN/OF THE SW 14 OF SECTION 17 (BEARING REFERENCE. CONC. BLOCK WALL 278.80'(D&M) "",."""., , .' 00 .' " 0' " .' I' .' .'. .' If' .' '.' ",, .1".' t,' '.' I...,......,.,.',. ',".' I"" I ""," .... ',', ':. ",",1', I '., . ',', '.'..', "",', '.'..', .,'. ',', '.', ',.:',"'."',"",',', .... ',',,:. ',I, 'I"I '.',,:. ',', ','1_,', ,'-" .t. ....'..':'.....:...:..0::...:.,'.'.::..':.,',".' '.'.'" . ','. ':' ","l ',"','. ,..:.:...,.:,...',..:...........:......'. ..-. '.'. ....'.". '.'. .........'.,.,.........:.:.'.: '..f,'I.'I',:.',."'I.~II.',:,,, ':",', ',"':"'.':':: .....:...:.:,',......,...,'.'..,,'. ',', ':","','. .,'. ',"""',"","":"',"":"':"'.',',:.',:,'",..,,','. .,"'.', '.', ',','".,',:.'.,""::',':'.':'.....,"",',".':.. ,.".".'.".".".. ',. ..........,..,','.:.'....'.'.' .., " ':,':...',.:..",. ....,..."...,..,.'"..,. ,.....' .' .' .' " .'.' " .' .' .'.. "~ .',""" ,..... " ,', . ,'.' , ' ~' . . , ,. . <) , CONCRETE CUR8 ..: : ,Ill tfJ ~d\ 'S' 1~~ A~ A~ ~I .. EXISTING 8" W.M. ""~: : ,,'0' ,,'0' ~ "., -r ~ .,. .,' , S ' ~~ ..l':,' II SANITAR~ MANHOLE l:::l,~ l' Q1 INGRESS/EGRESS EASEMENT q,0 1 8' 1 xl' SECTION I! 17 ,,~x'O ~ ,,'Ox ""x ""x I (OFFICIAL RECORDS BOOK 5606, PAGE 564) ""X ~ ~ ~,,~ / ,,~~xi !I 9 ~EXISTING 8" W.M. 0 1~~' ~~ ~q, ~ i '}' / ~ II ~'/)f) 0) ~t~ 1"" ~~Ul :(I~ 'I>~ :(IF 2' CONCRETE CURB :(I, '. ,~~.., . , . , , , . , ,', , '" ....,'.. " " " .' " ".' .' .' ". """",,',,,::,,:,,:,:,,:,'::""" II ,'." ,...,.,..."."..',...". ',". C\j .'.".',':.'1..:.':.'10':......1,.', ,",",","."."" .,......'...':':..,.'.,...'."....'..,..,.'.'1,..:":.::.' .':,..'..:.':..:.,.,.',.:....,.....,.':", is' :":':',.:,",:',", ',". "....,....,.,..,..:..:.,:,::..:,...,.','.,..,'.,..:,.:,::":,,,,:,"':":":","" ,:".,..:,..,." "",',",",","':":":". ':.'.',':......'"..".,... .".",".". . .'.':,.....,.:...."..:',..... ..' "".., ,.."., ",..., " .......' " ',' ',' ::;,. ::."......' ~,....."., ',' ~ . .,;,. ~~ 1 ~ .=L 1Jl' -i--""vISTZNG 8"" W..M. :"",-, fjJ C~~'" ",,6 ~'" .:i,"I'v.-- ~~ . 8- 7 ~8 ~ fI'b' GUY POLE ~~_,~ ,,~. Co/\I Il 1'0' ~ ~'.., "v..., I ...'''' /11 4- - - \V -. . ~ ~-- . ~c ..', IiiI WATER METER 3 FENCE ',', /:" 8 - - IJY WIRE. 8- "X" ". !;) CORNER "~" I :... 11- - OVERHEAD G _ 72- 72- $_ 4;.dr 7J- ,,'0........... 75- 77- 28- 0 0.7'N ,~:- i:%' I II J~ ,_,_,-,_.~,.:z:.,--1Pe.,,"'~I(_, ~?;\ ~ Q '" ~ 0 0 0 ~ '}'~" :/. Jq,O I W .....,..- \.:)5- -'-,_ \.:J. X',... 72- 8 X I "~ :/'~'T' II X~ ,.....'.....5~7- '-'-'_ 4- · 5- ,,'0 '~- XQ ~1Il I ~fc, ,.(",.,1 1~PROP C.t:;.: r0 X' III . 7- ~ XQ ,,~ ,,'0' I ,,'0' .;,:: 't~~~ ~ :r . ,,'011 L.F. OF EXISTING 15'~f)>RCP ~ _ ~'I- ,,'/) I ':::: I 1 ~" ~ 72~78- _ AND M.E.S. TO BE REMOVED. ~ 7 "" , :.:' II CONTROL STRUCTURE TO BE i I ,:.;. I II 00 PUT IN ITS PLACE. '~- , ':::~ P.l! ~ ~x ox" 1-x" ..l>a x" · .': II ~ ... 1 u - X 0 ::.. I 'II Q.: ... 1 xf) I' :: --I I '!o "" '/: lice) ~ "" , '/: r;tll e · ~ 'I- ?I '.': 1'1 - . 4- II ..X X~ Xt .. 'f 'i.... ,~ '0' '0" xf) '0" " , -' :$':Illo ! ~ '0" "ox I '~i tr"'\ II C ",,1'1- ; ,<<!' 'i: ""-.....II II CO f .:. II.... .. , .'.... I II ~ ..0' It. .',:, I 1l,.,J .. 0,' ':': II .e:. S,' '~: I I' x' I::! '/: II ~ x'I- '0" ~ , %~~ :,\~'~'l-IL~ 'O"x~ €I" 'O"x' x'" ~.i~ .."x ~" .i: 1b'U) r:{- P 0 N D I ,,'0' ,,'0' '/: ~ l5 ~ ~x ' :';: II ~ · ~O~ 6/08/02 WATER ELEVAnON = 70.4 "',1 ":". PI! ~ 7~7- x xt I ...., II rs SWFWMD SURFACE WATER Q'O / ';:i Il II ~ A'); 8- / :E ::.': 'I~I, W", , X~ , :!t '1.: I II ~ 11';\ '0" ,I '.' '1'>11 ~ '\.:)$- ,X~ I ~ :~::: 'f-I S2 ! ,tX '0" ~i '::i I II ~ ''>' · -' ~ .:. II, Ill'.. ~ ,/ ::c:: % "f'J,1 ~ , X X" l=:::::l:III'o( " ,,0 ... /' ~:!n:: hI! S ' /' I ~ ::.'i I I! '8-9- /' "4.1:.'. I' '0' ~ ' I :'? 1-11 1"1 e: 77.8 · -1,.,.. 1< ",,/ I ..,.... 'dO X ..'" ~ ' :i'i '1l.!J 77. X ,,0 10' X' I ~... '::% I!. ,I 5l . ~ 1~'I> CONCRETE HCADWALL TOP EL - 77.78 X /' ~ X I ~ ',:.'. 'f-L.J II 3t /. .7 SLOT (2.0' WIDE) EL - 77.26 /' 1~~ I' . I II -? ~ 9_9_SKIMMER (0.5'x2.J'x0.66' HIGH) TOP EL - 77.69 ./' 1~..~ h II ~ t--:JQ ~. ' HW NAILl ELEV - 76.19 /'/ I 1 :1., I II '~',.....-' ~ . 'O~ " I ;;.: 1 ~"f~1---"~' .~. _ 70- _ - ~ ,,' I :::' I I' ,.....-' Ii ~~ I -.....,~ @7 ~5 f;'f _,_,_.-M"", I ::: 1'\,.....-' . 11/1 ' ~-,-, ::: 'I . -: I . '-. 6- TOP OF BANK ,- ' I ~~ I II! =t ,.....-' '\, I -.~~.-.-.-,-,-,- 8 ~-' 6~7~77- *" I I:. 1 II 1.-1- ,.....-' r-\ I _ ~ ~ " , ::':: 1140.f2Jt(~ ~ --4 4'iS~"" ,*',...,..""..,.".". ..7':,."..,."."",...., ..~::~ir~:*...".,...".."......,",..,",.,.".".,",.."....,....,."..,.....,.,.," K.~ ~;~ I I! l~,.....-' ,=i 4~5- ~ ~ 745.8' 7- 'I- "q ::: II,~ ,.....-' ,.....-' ....--i ^ ~ ~_ ~ r:\ ~X ;:;: I II I---r. ,.....-' ,.......t. --i ~ 8- 6 ~ 1 .:. I II' "I ,.....-' .-1 -- 20- ,,- ;;~ I !I!~,.....-'~"""":'~ :.... I'!J' I' l~,.....-' r--j :l,~" 'I' ,.....-' ~,........ .;.X ~, I;. !1"~ ,.....-' ~ ,,'/)O ,,'0' ':$' ,.,.....-' ~ '.... ,.....-',.....-',.....-'~ ~;; i,-( ,.....-' r-( r-1 i::': i --t ,.....-' --t r- . ~:l, ,,....-f,.....-'~--! I ~ ~~~ It:1:1:=: ~~ i '~ 1 ~~:: ,I' ~,...!Y . r-!~; k ,'~: '! ~ ,...::J --;lll::'. 0 :::' ~I ~ ~ jLu! I~ Co.. ~~ ~i :3 ~ 1,..j Ilb! f,.fi., .: III ,.....-' . I ".' I J ' ~~:: ! Ii ~ :=: :;::,..j ! 1"~' i~: II t' .........-1,.....-' rJ--.- . , '.' II '"I . ....' I," ,.....-",.....-' ~ ~ I .:' I'L .. f)'l-X f)~ ~>f'OJ~'O:=:l~ t ~'\~ ~~\o& @x~;_ f:i0- ,,'0' ,,'0' ;'::: Il1r ~ ,.....-'''t:1.' 72~7J- ~ .': I II,,.....-',.....-',.....J 76 f:\ i:,; I II~,.....-",.....-' T"" S-~ 76- ;;.: I IIr,.....-'I,.....-'~ ! I "So :::' I 11',.....-'.,.....-' ~.I. \~ i;::llI~~,.....-' ~i~~~~ r ,.....-' ";', 1'" ~... ,~ I lIi"""'-: ~;. "'Q '\ 1 II' 1 I l:::l I ,,~.~, I' ,I i ~ li"" ,a.! ,.....-' ~.; i I ~ \... o V ~,.....-' t: It ,!l) 'i.~~JURISDlcnONAL FLAG (PLACED BY OTHERS) (TYPICAL) ~--t ,.....-' ,...., J i ~ ~ % SHW NAIL: €LEV - 76'6~ 75- JD702 ~;:: /J6/1 =; :=: i: j ! ~ ~ ~ JD705 JD704 Q JD70J :(I~ W 04'08'49"W{M)&--j ~ ~;,: ~v i...--f,.....-' ~ ~ ! :z: JD707 N ~~(AQr.::rr JD106 X~ 45.Jf(!A __~_02'54'~J1~b_ N o,g~fE..."WML_____--1!-19..'(M) r _X_..J:!::.\...N 50."76'(1.4) - ,,~"'. ~I '" ,.-,' ,.....-' ,..,.-J l' ~ ~--J1:,"#S'rmN 06.~:!(!A~--- 44.98'(101) ~_ 8~8- SWFWMD WET/..AND UNE 'J, Y "~~eJD707 ~ J.oo'(M) TO W/C ~ ~i'}t *!l:=:~~""~" 76.0 1e.eX 4 - 8-. 9 ;- . 8- WETLAND CONSERVATION AREA,,'Oxf) WEST PLAT BOUNDARY LINE 269.00' X"f)' N BJ'OJ'57"E: SIR I X . 'I ..~ vT CORNER NOT SET' (INACCesSIBLE) "t.to~ "t~ {:' I {I i ::: 'l-'- SR S 9x,0'24 '40"E(D&M) ,,'O~ "..~ ,,~,X 278.76'(D&M) xO :~~: ! j""":- :=: :F: ~ \ INV 70- PVC - 75.77 ,,~~ ,,'0 ,.'.1 I ,.....-'~..-!, q,:1 i,.....-'j.,.....-'~~! i~: I '\ ,.....-'Th'll .': Q ,.....-' ,...-", ' ii;:,\ ,: ~'-:-'l-,.....-' rl ~Q'*Q 4-Q ~X to').:"" I "" I' ~ ,.....-' or"'1'tJil"~T ,,~. ,,'0' ,.....,., ~.~ 1 ,,.-..' ~ ,........., r"j ::e I,.....-',.....-',.....-',-j :!l:: j,.....-' ,.....-' ,.....-' 'i ,.....-' ,.....-' ,.....-' ,.., ,.....-' ,.....-' ,.....-' r-l ,.....-' ,.....-' ,.....-' ri ,.....-' ,.....-' ,.....-' ".., ,.....-' ,.....-' ,.....-' ,...l ,.....-' ,.....-' ,.....-' '1 ,.....-' ,.....-' ,.....-' ,.... ,.....-',.....-',.....-' ~ ,.....-' ,.....-' ,.....-' '1 ,.....-' ,.....-' ,.....-' 'I ,.....-',.....-',.....-'~ ,.....-' ,.....-' ,.....-' --t ,.....-' ,.....-' ,.....-' 'i ,.....-' ,.....-' ,.....-' ---! ,.....-' ,.....-' ,.....-' ..., ,.....-' ,.....-',.....-' , ,.....-' ,.....-' ,.....-' J. ,.....-' ,.....-' ,.....-' ,-j ,.....-' ,.....-' ,.....-' 'i ,.....-' ,.....-' ,.....-' ,.., ,.....-' ,.....-' ,.....-' r-l ,.....-' ,.....-' ,.....-' '1 ,.....-' ,.....-' ,.....-' ".., ,.....-' ,.....-' ,.....-' ,...l ,.....-' ,.....-' ,.....-' DESCRIPTION 66th STREET NORTH (63' RIGHT-OF-WAY) ,'0 X tfJ ,,~ ,,~x .,., T- ~ 8 ~ EAST RIGHT-OF WAY LINE it) ",: l\l' ...: g" o :'0 ~~ 1. 7~j EXISTING .OVERHEAD POWER TO BE R~MOVED iw,: ~: ...: , r/ ~I II -/ X~ "Ill X ",,'0' '=' "V' ~ ~ ~ ~ ~ 0) C\j TREE LEGEND $ = CAMPHOR 1$1 = CEDAR o = CHINABERRY 8 = CITRUS ~ = EAR TREE <S> = MAGNOLIA @ = MAPLE 0=OAK * .. PALM ~ = PINE / / 7- ~ I X" ,,~ 7- ~ 78- o Q 1~' X 5- ~ 9- #ffi q,'X ,,'0' X~ "q FLAGPOLE 0 / I ~ ~ Q:: ~ ~ Co ~ @ .... ~ ~ ~ 'I ,,'/). Xt 1" 76- #ffi Ol' I'<") ~cb .....1'<") ~~ oq:~ ....,J~ ~~ OQ) ~~ ~@ ~.... ~ ~ X'I- ,,~ to ""x..... ........... , ~O'-' ~ :l/4t~ ,~ .~ ........... . ~ ?< ~8- ON-SITE WELL 0 REMAIN FOR IRRIGA T/ON PURPOSES 72- X'I- fP ~ X~ ~x ~ r ~ ,.,... ,.,..."",..".,..,."..':f.'~"""""~"""""""",'. , DEMOLITION OF SITE SHALL INCLUDE, BUT NOT NECESSARILY BE LIMITED TO THE FOLLOWING: REMOVAL OF ALL PAVEMENT, CURB, BUILDINGS, DRAINAGE FACILITIES & PIPING, POTABLE WATER LINES, SANITARY SEWER/SEPTIC TANK- LEACH FIELD FACILITIES AND PIPING, FENCING, CONC. SLABS, UNDERGROUND TELEPHONE LINES, CABLE T.V.. ELECTRICAL LINES, ETC. ALL EXISTING FACILITIES REMOVED SHALL BE DISPOSED OF OFF SITE AT THE CONTRACTOR'S EXPENSE ALL TREES , EXCEPT THOSE SHOWN TO BE REMOVED, SHALL BE PROPERLY BARRICADED AND PROTECTED AGAINST DAMAGE. '> * FRAME SHED .", ,. ,.. "'" .., .,. ..,., ,~.1.'., ,.. .,. "..... .., ,., ,... 1~~ ~ :',). 7- ~ ~7- ~ ~ NOTES 24- o X' ~ X~ ,,'0 x'O ,,~ .~. 75- o 75.7 S.F. FRAME SHED TO BE REMOVED 7J- o FENCE 7.7'S 2,393 S.F. ONE STORY MASONRY & FRAME BUILDING TO BE REMOVED x'O "" XIIl "" @~8- 4?FJ- 05-6;~6- o s- 108.8 S.F. FRAME SHED TO BE REMOVED XQ '00 x'O ,,~ ~- X" ,,~ 8- o X' ~ ~ ~ e. }iJ ~ ~ ~ ~I ~ ~ ~: ~ Co tI) ALL FACILITIES ENCOUNTERED. WHETHER SHOWN OR NOT SHOWN, WHETHER ABOVE OR BELOW GROUND, SHALL BE REMOVED AND PROPERLY DISPOSED OF OFF SITE AND AT THE CONTRACTOR'S EXPENSE. NO DEMOLITION SHALL TAKE PLACE OUTSIDE THE PROPERTY BOUNDARIES. xO "Ill 3' HIGH WIRE FENCE TO BE REMOVED 72- 7~ ~ q,X "". THE PURPOSE OF THE DEMOLITION IS FOR THE REMOVAL OF ALL ABOVE GROUND AND BELOW GROUND FACILITIES SO THE PROPOSED DEVELOPMENT CAN BE CONSTRUCTED WITHOUT CONFLICTS, AND TO ASSURE THAT NO STRUCTURES ARE BUILT OVER PREVIOUSLY INSTALL FACILITIES. 70- e X~ "" 20- o X" "Ill 70- e (/)6- Xf) "" 78- o 7J- * 20- o 15- o J' WIRE FENCE (PIG PEN) 6- o 8- o "'8.,1 FACILITIES ON-SITE SHOWN NOT TO BE REMOVED OR SHOWN TO BE MODIFlED SHALL BE PROTECTED AGAINST DAMAGE DURING THE COURSE OF THE DEMOLITION ACTIVITIES. THE CONTRACTOR SHALL RELOCATE ALL FACILITIES TO BE RELOCATED AS SHOWN ON THE PLANS X~ "" 9- o X" "" 9- o X~ .'" 10~720 ~, '0$1 X ~ X~ "" X'I- ,,~ 78- X" ,,~ Xt ,,'0 x'O ,,~ LOT 6, VEL VENTOS SUBDIVISION (PLAT BOOK 106, PAGE 87) LOT 7, VEL VENTOS SUBDIVISION (PLAT BOOK 106, PAGE 87) "X "". ~ ~ ~ i::: ~ tS EXISTING SITE / DEMOLlTIOM PLAN Sheet 2 of 9 VELVENTOS WEST SUBDIVISION 3311 66th St. N. CLEARWATER, FI.. ,33761 GALEN JAY HOFMANN, P. E. St1 8620 AIRWAY BLVD. NEW PORT RICHEY, FLORIDA 34654 JOB NUMBER: REV DATE . ,.... !,.....-',.....-',.....-' ~ ,,.....-',.....-',.....-' j .,.....-' ,.....-' ,.....-' !,.....-' ,.....-' ,.....-' ,.... ""., .. ~""l( ~'...."," ,,_,-, .,....!,;~~,. ~ ,..;" .. .. .:,^ () n ,~t :.."''::....'' ,~. "'~ 11.; -, .. to ........" .. ... . .\. f)', ~...,.... ..\'~.. ......., "/0" ~ ," " ", . ,'~A\, . . '~~~#e..p~,~..t~.~~ ..- BOUNDAR'( TOPOGRAPHIC SURVEY SECTION 1 7, TOWNSHIP 28 SOUTH, lLJ ::J ~ S ~ RANGE 16 EAST ]8(. = TREES TO 8E REMOVEO .:.':' MUNICIPALITY: PINELLAS COUNTY MUNICIPALITY: PINELLAS COUNTY ':': ZONING: R-6 (RESIDENTIAL) ZONING: R-6 (RESIDENTIAL) ~~ LAND USE: RU (RESIDENTIAL URBAN) SCALE: 1" _ 20' LAND USE: RL (RESIDENTIAL LOW) ~~~: ~\ - ~~f-~ I~~~ ~~ ~ \,. ~ II II II HANDI CAPPED RAMP <p-{" NOR TH PER DEED ~c:l~~ /PER F.D.O. T. INDEX 304 ().. ",G ~I~~ 0\1 <)0 UNPLATTED ~ ~ SECTION 19 ~ECTlON 18 <( ~v~'v ".::::::..:....:::"~~~~:,., 66th S,TREET NORTH ~ . . . :to HI IIW.L F001FR ~'t' SNMJ HI IIW.L F001FR\ . SIDC OF IIW.L .2>: .......,""""""~..~ (63 RIGHT-OF-WAY) "" I F'C~:S~-~" N 00'24'40"W(DltM 55.00'(DltM) W SlOE OF WALL 0.2'E N 00'24'40"W(D&M) WEST BOUNDARY LINE OFYTHE SW 14 OF SECTION 17 (BEARING REFERENCE) CONe. BLOCK WALL 278.80 '(D&M) /1, . .' .,..,...:,...........:,~..:..,......:.., . - -r "..,.....":.,.......:.....:..........:....,..,...,.'....',' . ' ", oJ hi sw POIc~Jm% ~~M~[~~~~e;r, \..... 1~OO:~ . :,,,~'."..M.".".,,..,..,. ''''.'' '''.'i'."."."."..'.''..M~'.'..,..".,..''.".".''.,.'^'.,."'''''';''3 8~'.Et;?"."."...,.,..,..,..,..,..".".''''."..,."."..^''.'N"'" .,..,..,..".,,~ ~/S;:~'.;:';::".".".".".".""..,."'.,.,. """"""'"'''''''''''1''''''''' T"""""'"''E.'''''':''':''''''''''''':''''''''''''''''''''"''''''i:;;;;:::l''''''''''''''' .".".., ....... . , ~,,~i""""'''''''''''''''' ."",."...... . . . _ . _ . _ . _ rp~ FfIAN.JL , _ . _ ,_ _ $~..............'~SANITARY MANHOLE l::) ~ P INGRESS/EGRESS EASEMENT ~ 20.06' r, X/St7NG 8 ~M. ~ "~.:::..............::'" , . - . - . - . - , - . - ,~TIQN 2C-. ~CJ' ......... I SEC (OJ 17 ~ c:i PROPO'~I::''D 4' <::) I (OFFICIAL RECORDS BOOK 5606, PAGE 564) lQ I :s: . ,'....,::........ , TOE OF SLOPE (}I/, .::.. ' '1' ..... ~ ';'C,I <::) "I' I ~ "'........:, " = " = ',EXISTTNG S WA. L E " = '. = '. = '. - M~S INV = ~5.~8... ,:.:/" I ;"~"I: ~EXISTING 8" W.M.~ WIDE SIDEWALK.............. 1" I t-20.00'-.J l + 1 t-20.00' II 20. o'...-Il + 1 '--20.00' Ill. ."..,.,....":...............,..:..:.................':....:.....'. TOE OF SLOPE . .,...':.. ,..' I O'l t '" .............. . .',', .. . , . . '" ...........,...,..,.. '.",".":"" ..'...."::..........'.... . A "": I . . I~,... ,....'.' '.' . "".' . .',C\j.,.....,.."...............'..,......"....,.",'... ..... .."....,..,.....,.'.'"..,....'".:,'..,....:....".... .,..,.',..,..,,'.,.......'.."............, ~ ......'..'.. ....'....,.., "", .,: '....',.,..,'........,...' .., ., . "'\"';".""" '.'0'" -'-'-'-'fOfrO'F7fAlilK'-'-'-'-._,-,_.-.-LJ-,-,-,-' :~::?, I /g..r::":';~':'~"":~""';~';~~~"~~"tJ.I.~S- - ~'~"'dr ~ - ~ - ;'UYPOl~ 'II FE7VCE ~7'::4' VNFENC I~"'~.~'."~I /,v. ::;;"""<", /I/?'" ...~....'..., :.'. ;~4~"S.:.....i:-O:I': '.' . .: ...'''M'':''~ ~:~..~ '".'~.Ii.'.:'~.a'" '~~".: ,.:.......~.. ....'..',,~.. .:. ...~:.<:.,:...' !"'.:~ :---,':,". 's'\';"'..,~':",~~::1 ..'~.. ".,. '.. 'C,:.~:..~<:;~~. I SEMEN/: ".", ~t ~ ~ .~M"x" # ~1: '~~,-.::L.r;.'II" .' . ~ --.~" ",~ ~ ~~~' ". ...~ ~~ ~ .... . - ~~"~ I /... ',,~ ~.. 0 ~ ~r :'."'" .' ""',~ ~I>'''~ SILTATldN FENCE ~~ ~:~: 1'''~r'.VII ~ 0, ~ ~ ~,;.v_ ~~ ~~~ 0 ~..~...r"TI 'I~ I r:~ '1 >rJ 11~~0-,~ ~ t rj:~ I > ~ ~~ +10.00'*20.00';~ I - 10.o!i ~zi:i.oaV~ _ _ _I~ ~ ~ ~; ','11' ~ '\: I. ,~ ~." ~ ~~ K '''':'''ii ::c."'-'CF I~ ~ ::::----+--~I'.{:. II ~ .~ G.C.= 74.0' ~ I==\."'l~~""~ ~ I~ ~ I...:: ~ ......i 'J;? II " 0-, " ~ ~ ,,~. "\'\ ," ~~ '" GLE I~ ~ PROPOSED 5' .- a.: ~:(: ~.III BOTTOM = 68.0' ~ ~,,~ t CITY OF CLEARWATER I~ C\j t I ~lll ~ ~ ~ ~ ~~ ~ ~ "1.,,' I~ i I ~~!!I~ ~ ~~ ASSOC/A nON ~ ~ -f/.~~ _ ~ ~ ~ >Yi:. >Yi:. - ~ 5- ~ ~ -.- -r:..~ ~ ~ ;f711~~/1 'AJI I;. I ~r. ~ c:::i (I II 1:/11 II II _"" ~ II II II (~/1. II II I;' 1 ~ <::) ~ 111111111?X'@J!1111111111 <so <::) c II II II IlijJd~ II II 00 .. G.C._ 74.0' ~ ~ ~ .. Q.. I~ I; " II/I Q.. ~ ~ I ~ ~~ ~ 0) 0) ,~ I ~{~ ~1 ^ '~~ 0. [ - ^" POfJ.~F;CK ~ ~ I~ ~ ~;:~ ~ 12. I :':.: ! ,~(\~ II;:) \ ~ ~ ,",,'1 _ _ 138.78' -':'0.8.= 79'~RAINAG;'~~SEME!:!I- I ~ I 8 I~ ~ II ::~;,~'~':: ~r ~" ~ If! I DRAINAg:'~~EMENT ~ I 7. I~ ". ,..... '.' c;r-" r-' ." ,2",9 I '8 ~':0 ::~:' I ...,: ,~ ~;......, r-' ~ :':S'1~D'EL!!.:J6.'9 I - .. I~ ~ .... '''... r-' r-' ,..-'{~ ~ . 6 I~ '~06- -..::;v · '~7~'" * I 4~5~ wl$ * " , ~. -ve. 0" I ~ . ~..~:: Iq . -~~'~~':'4""'::'~~~ ~[t1-0T I ~~~" . ~~ 15- I~~ :s ':"" ~ ~ '. ..... ",' .... n <::) 3 r:\ FENCE'~ C :.::.: " 2( I lJI'~~ . · :" ' ' ,. ',' I> ~ C I'\~ ~ = 7.J.n' ~ o ':" ~"" . - 17876' I /'-- ""-'I../.. "<"X,-,.....yj I~~ ll: ~..... - , oJ.. 6-S- I ~~~ !\'''''Ion.^~ 13- I~ ~;:;:: ~ ~'. Y>/~ ~ ~;' ",r--;. ~ ~ ~ 0 I~ ~ / /;';' I ~ "ql 4 . .V<.,>V ~0 . -::-t _8- ~7.5' fl~ 6SETBACK (TYP.) I @_ :~ ~ CITY OF CLEARWATER ~::..:. <::). .. ..1.. ,'~ I, ;. '. 'II> ...... .":, ." -..u 4" " I~::::! ::::'~ : T ;:', . .' - .."" ~~""\"." . )H~'" ~ ~~11..iJ IJII/;/~ ~: ~ ~F\'0.. ~ TO BE RELOCATED;~)~ '}:I ~ ."~~~ ~.~ 1 1/'''1:. X. ..,:~''''~. ~.I ~ f;IJ~~~~ - il)~ ~ ~ , 1 -'I '~~~ ~ ...., I'" ~ ~ " 4""~",, lIhO Ir;V?f~/1 " I~~ 20- I~ ~ ;}:. ::.,' ~ L~t';:: ~ ,-J ~ i ~:.. ., ....~ 0..."\""~ ~ ~ JIJIJI ~~ I ~~ ~ <\.~ ~ 0'~ ~ ~f I :,:. .~\:rt~' ~ $; j , ~ ~ L 0 ~/# &~ ~~ 0 (t/- ~l,,~ ~ ~ II~"~ ~ :..:, I ,:, k',II~ r-' ~ \ C ~,,~ 0:~ ~ II/III;' <S gs ~. ~ I~ ~ ...: ...... ",:' I, r-' r-' i--' 16 ~ 6 ~ " ~t:J~~'""'tJ. I.:f' ~'" LA I ~ ~ 0-. 0... 0'5 S -"~ '" I~ V) ::~i~, I t(~,.":lli~~s~n .~~ w w ~~\,,,~~"''''~~~ '~OL c~ 0.7' ["~~,~,, >rK~~~..J,~ "'''' · """"""~ 1~3 ...... I ......',.11- r-' ~ '1 :.t: :"$-, "'" 32.70 I ~ "" "" ~ ~ )l)( ~, "" ~~ ,,~ 'rQl ~ :':~:~ :~~'.;' ~'I!lt r-" ~ -1 ~ I ~~~t~ ".., \.\. _ _ SIL"'ATlON FENCE - _ - - _ _ _ _SILTAT/lJN FENr.J ::.. _ - " c: - - - -""~ :... '.,.......IJJJr-~.".... 25.00 ~ _ __ ---_____ _~-~-. ' I~ ~$: I fr~.1I1 r- /_--\Y'I- J I :~:~:~:: ~,.. 25.00 ~ ~ · r:'\ 0 ~I\:l · ::", ....:' "l~j' :~ 1-:1 . l~::::::: ~ ~ ~ ~ ~ ~:~-- 19.7J, ... :~:~: ~~~ Z~tr:;; 't: ~ I ~~ ~ ~ ~);;: i :~~. JURISOICTTONAL FlAG (TYPICAL) ~ ~ O)..~.. 1S- ~o_ ::::': I ::% ().. 1I~ '"""(' r;-- ": ~ ~: ~ :: : :: : :: : : :: u: ~ $Jl ~ SHW NAIL: ELEV - 76.64 - '~5- ::!i ~ J~'01021 I"~~ :.... .:..,~. ~ ---" ~ ~ ;7;: '. ':.:':.:.:':':' ~ s::> JO 03 . ~ I:\..'\.)I ....., ....., ~ &;. :()) . ; . : . : . : ' : . : ' : ' ::!l <:) JD10 J0104 ... 10- 04'OS'49 "W(Mn , ...'" I~" .' I" r-' rW " iti. l\"i' . . . . . ., N 07'~ ' ;::j~: '~ -li-- .OJ..' .... N \'., , , , . . . . ~ I,,"~ i:i: :::.': ,.....:- "I-IIj!Ql' ~::~::::::::;:::::j~t.d7.",'.;"~~(Al~- :...:, J0106. 45.J?'M ,..., ,~.~.~'~'53'"ErM /"""".. INOO'34'2~'1t("!l.... ..,...,..,.,4~.~0'~M~... .',' . :;:::5P;~6'(M),:::::::::::::::::::~,'6-. I~,\ , ...... I"'" "I'~ .,....., t -l-lL'l' '-!:":';':':':':':'.':':':':':':':':',. .- 4.1.~.i.: N 06'OO2_9'WM ..."",,:..,:.:,:.:,:.:.:.:,:.:.:.:,:~~~8YMJ,: '.. :,t.w:~l.:.:.:':':':.:.SWF.WMO:+rEnAtJO'uNr.:.:,:.:.:':.:.:':.:':', ,':':':':':.:.:':.:.:':':':':':.:.'r.A~:t.JD1~~L-3.00rM) TO W/C 00 .' . ! . ~c:s;; "'~' I , , , I . I . , I . I I .. ., I '.----..... r ~ .... t . I I , I . . '.' ".' . . I , '. I . . I , I " f4,."': '~B.8. , I I I . , , , , I , , , , , I . , , " ,.""""".,..,...... '(l,) ..."ji.,~ ~ I::: :~.':': ~ .~ I- : ::;::::: ::::::::::: ::::::::::::::::: ~~::::::::;::::::: ~r:;:y:Q~ .~: i~: :Wt.r:i:.j{{.jl;: :ab.I>J,Se#.V"'ATl,ofi/: :~84A::::: :,;~l: ::~.:~:..::~i.i,:,i;,;,:::::::::::;:::;::::::::::::;::: :,:;:::: ::::::::::: i:70" :0' 'o::~: :~;: :~:~i.;7.:';":: ~;.:,: :b' :~.,:.:::~ r-i, :", ----+- ":":J" r-= ~ 1-, ' ,..',.,',',',',..'.....'.....'.'..,'..,','.',',.,'.. .8. ~ .~(o q., ' . . , . , . . . . ' . ' , ' . " '. ' , '. '. ' . ' . '. ' . . . ' . '. . . '. ' , . .wC,pt. rol;lllr. '1!Jr,/.l.("v,JA~Y.' Ll/Ne.. ' . ' , '. ' .' , '. ' . '269;ad: ' : . :' .....,.:... r.': , . , n; 8,..'()oiI,.. ,~; l"'~ . \.;-+- ~, ....vRNER NOT SET (INACCESSIBLE) :::;r :.:, 'I . r-'il 0 ~ f\j: ,.::.::::::::::::::::::::::::::::::: ;~: OO~~r40:'~(D~M:)~:':::::':::::::::::::::::: ::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: :::: ::2.76~1:6Jp(fcM)::::::::::::::::::::::: :::~::': :;: ":", I ~ r-':~ ,,::5,,:.: :/.iIiiv.-': :1" :,i.~~ :p:'~j;"::::: :(.. :~.: '1.:7.'::-r-::,..".:,:.:,:. :t~,.., ~(:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: ::::::::::::::::::.:::::::::::::::::::::::::::::::: :~:: :: PROPO~I::''D 5' ::. I ....., ' ,_ . ':'. 4Y. :. v'.' v~'::t.: ". .':':':':':':':':':':';':':':':':':':':':':':':':':':':.:.:.;.:.:,;.:,:.:,:.:,:.:,:.:.:.:,:.:.:.:.:,:.:.:,:,:,:.:.:.:':':.:.:.:':':':.:.:.:.:.:.:':.:.:.:':':.:':.:.:':':':':':';':':';':';':':':':';':';';.., ':. ~~j' "~,.........J....-.. I '" I , , I III ' , , , I " · ,." I , , , , . , I , I,' , , , . , I . . . . , , . I , , I , , I . . , . , . I . I , . , , , , , , , , , , . , . I I . , , I I , , , . , , . , . I I , I , . , . , , . . . I , . . . , . . . . . , I .9). . . ',':' ...... I :~I.- 'JI:J:'~:: 1~1: :P"J.tft: 'i;:' 7~'OI::':::::::::':':':::::':::':::'::,::::::::::::::::::::::::,: ':::::::: :~i/:/: "~l":':""':"':':':'::' ':':'' ,','.',:,: ':':':':':':':':':': ':':':':':':':':':':':':':':': I:':':': ':':':':':':':':': I:':':':':':.: ':' I :':. WIDE SIDEWALK ". ...' ~ - I' ':'1lf'V, . IJ. . ,V,-,".'. ..(.t;I. .;,1>. . . . ,....'. . ,'. .', ,', . . , . . . , . . . . . ,','. . . . 'tvrJJNfl.;,P/f,l:.f.tr':'clry.,O/i.'(:;LtrARWA'rER'.'.",...,.,'....,.,.....,...,..'..,..'.'.','.'.'..,',',.,..'.',....'............,........'...' ','.' .:::, I .:,.;. I ,--J r-' r-" 't I :: : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : ; : : : : ' , ' , ' , : : : . : . : : : ~ : . : ' I , : : : I : : ' . : I : : . , : ' . , : ' ' : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : :, : : : : : : ...' '''... ~ r-' ;.......-. ,','.',...,',.,','.','...'.'...','.','.'..,'.',.,',..'...'...'.....'.',.......,'.'.......',',..'...., 'zC:JNfMG,"'p,' (P.RESERIlArfON' 'lJIstRldr)..".,'.'...'...',',',.,'...'.',..'..,.,.,',.,..',',.,'.'.'.','....,'....,.,....'...',..'.., .'.',', ~~: I ~:~ I I ~r-:' ~ ~ ~ I : ~ ~ [ i j ~ j ~ ~ ~ j ~ ~ ~ j ~ : ~ j ~ j ~ j ~ j ~iJi: ~ ; [ ~ j~ti JbW~~~ ~;b$bl~j;{bN ~ j ~ ~ ~ ~ ~ j ~ ~ ~ [ ~ 1 : 1 ~ [ ~ j ~ j ~ ~ ~ ~ ~ j ~ [ ~ ~~~a: Jki-J j ~L :(~E$;d~T~L ~Lbw) : : : : ~ j ~td~ ~ ~) ~ ~!k J~7b~ ~ }&~W~J.~{b.j,J. : ~ : j : j : j ~ ~ : ~ ~ ~ : : ~ i ~ j ~ [ ~ ~ ~ ~ ~ ~ ~ j ~ ~ : j ~ 1 ~ j : ~ ~ : ~ ~ : ~ ~. [ ~ ~ : j : :,$ :::" r; . : I::::::::::::::: :::::::::: .:' : :: :"::..... '.:.: ..::.'.,......:,:::.:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: :(plAf. :SO~~: f:Q6:: ;:iAc~ :8:7).: ::::::::: :::::: ::::: :: ::: : :: : : :: ::::::::: ::: ::': : ::: : :::: : \~ I ~:;H I~ ~ r--" ~ I ~: ~ T T!~ ~ ~i ~ T ~ ~~) ~ ~i ~~ T ~ /rrrr!m01J~f1 [mm~0jt T T ~i T T T T T~ i!!T~) T~~f4filiL~I: ~t2~ ~ ~ !~dj~2*~ ~ j~! ~i~)11[: ~ ~ ~ ~j ~ ~ ~i ~ ~ ~ [~)1 ~ j ~ ~j [i!~ j j ~~ ~ ~ ~ ~ ~ ~ ~ [j ~~ i [i! i ~ ~ i~: ~ ~~ ~ ~ ~ [: [)~ ~ ~:~: j ~ ~: ~ ~~ ~ j~! ~ ~ ~j ~ ~: ~ ~ j '. ( . r-' r-' r---" ~ .... , . , . , , , . . , . . . . . , . , . , . , , , . . . , . . , . , . . , , , , . , . . , , ,l;jI. r: :[:: ~ . '4': .[:~: ' . v. v. :4-:-: :1: ~~,l:Y: 4t: ' . , . . , , . . , . , , . , . , . . . . . . . , . . , . , . . . , .. .,.,.,. II ~ I :~ ~ ~ ~ ]t1~lliiiliii Illiiii Ii ii Ii liiiiiililiiiiiiliii liii iii lililiii iiiiii ii ii iiilili ii Ii lilili: liiili!iiiiiliiii illl liiliii iiililil!ii II iiiillll ii Ii ili Ii Ii liiiiiiiili liiiii ililiii ii, Ii lili iiii Iii iiili iii i, i ii ;.,i,ii, i liiiiil111iiii ii Ii:,: lilllii Ii Ii i, i " Vl' Ir-' ~ r-" ""i '-0... . , , , . . . , , . , , , , . . , . . . . . , , , . , , . . . . , , , , , . . , . , . . , . , . . , , . , . . , . . . , , . , , . . , , , , , . . , . , , , . , , . , , , . . . , . , . , , , . , , . , .. , . . , . , , , . .:,,;... i i B i ,~ ~ ~: ~ ~ U i ~ ! : i j ~ ~ ) ~ ~ ~ ~ 1 ~ ~ [ ~ ~ : ! j ~ ~ ! i i ~ ) 1 ~ : ! ~ ! ~ ! ~ [ ~ ~ i ~ 1 ! j ~ 1 ! j ~ 1 ! j ~ ~ ~ j ! j [ ~ ~ ~ ! j : [ j ! ~ ! ~ [ j ! ~ [ : ~ j ! : ~ ~ ~ j j ~ ~ : ~ j ~ ~ ~ ~ [ [ 1 j ! ~ ~ j j j ! j [ j j 1 ~ ~ [ j : : ! ~ ~ ~ ) : ~ 1 ~ ~ ~ ~ j 1 ! j ! j ! j ~ ~ ~ j : ~ ~ j ~ : [ : ! : ~ j [ j : ~ ~ i [ ~ ! j ! j : : ~ j ! i ! : ~ ~ ! j j : [ ! [ : ~ : ~ : : : : ; :~: ~: ~ :: I~ ::0.,:::::: ~ ~'~."."...,."."....,.".....".".......,.,... ','.'.'.' .'.',',' 'w(ro/.;),;/ilO' 'COlirS(-.R:'1A'tte'N' ,AReA....'..,..'..,.,..'..,'....,......'.. .'Jo.". . , ~.- .... !i i~~. 3 "::::<<UWUHU!JUU:i:::l:WW:illi:! ::!i::!::i!i:::':!:::!::::::::!!:!!!!:::!:!!:'W!l:UUJJU~'~- ;: "':> _.....~...','.:':':.:':.:.:.:.:~ :: . r-' ~r-" .-. WF"" ~ .........-..... ,~ n ~ ""ViND LINE ;; I~ r-' ~ ~ MUNICIPALITY: CITY OF CLEARWATER ~ . r-' ,..1/}r-' .-. ZONING: LDR (LOW DENSITY RESIDENTIAL) i I;:::: ~~ LAND USE: RL (RESIDENTIAL LOW) : I r-' ......- r-' ""i : r-' "I"-- r-' ..-J !~i~~~~ FLORIDA ..c: --+-.J '" Q) C'\J ,','. ,',', ":':1:.,., .,':,', """"":.,.' :,....".".:...,.,.,.,.,...". "'N.,,,, ,,,., ". ~ ~ 8 ~ EAST RIGHT OF -WAY LINE TREE LEGEND $ = CAMPHOR 1$1 = CEDAR o = CHINABERRY o = CITRUS * = EAR TREE <S> = MAGNOLIA @ = MAPLE 0=OAK ## = PALM ~ = PINE MUNICIPALITY: CITY OF CLEARWATER ZONING: I (INSTITUTIONAL DISTRICT) LAND USE: T /U (TRANSPORTATION/UTILITY) , II ..... , I I. . I II ~ ~--~~/""~ ==t. --~ .. ~ ~- .( ( SECTION ~ .. ELEVATION 7.0' WIDE BYPASS SWALE TYPE '" SILT FENCE LO~i/-1 Oi' to') ~cb -..to') ~!J) ~~ ...,J~ ~~ oQ:) ~~ ~l5 ~.... ~ ~ 1IfII't.1'il""\ I \ .... II I I I I. .. t t ;;.m1II,I'U .. "F.IIr~ ~;;:::.r=, .... r;;r'.:r". - ==e.. --~ -- ~ ~.... -\ L/ ~ VISIBILITY TRIANGLE NOTE: POND ~ .... ~ -- .. .... .... OBJECTS WITHIN THE SIGHT DISTANCE TRIANGLES MUST NOT EXCEED 30" IN HEIGHT FROM THE GROUND OR PAVEMENT POOL DECK - ......... ''- FlAGPOLE 0 80TTOM = 68.0' ELEVATION TYPE IV SILT FENCE SECTION NOTES: ..,... _ _ ... _ _ ,.o.o.T. .... No.II12. -un... ......... "'" _ ..., .. _ .. leu of 01\ _ _, ,.. ... .... ..., .. _ to ___ ... ouppeot ....... - - ...... ..., .. ....... .., ... CoIIIl\I ....... ... .., ........., ......... SILT FENCES 00__110__" __111I"0___"- ~="'Ml.WR__"'_- LEGEND 42.70' ~ ~ PROPOSED GRADE CONCRETE HEADWALL TOP EL = 77.78 SLOT (2.0' WIDE) EL = 77.26 SKIMMER (O.5'x2.3'xO.66' HIGH) TOP EL = 77.69 MUNICIPALITY: CITY OF CLEARWA TER ZONING: LDR (LOW DENSITY RESIDENTIAL) LAND USE: RL (RESIDENTIAL LOW) J/t CONSTRUCT 0.68" DIA. ORFICE @ INV. EL. 76.20' PROPOSED HYDRANT ASSEMBLY III PROPOSED WATER METER " PROPOSED GATE VALVE 24- o 7.0' WIDE BYPASS SWALE . PROPOSED BLOW Off . PROPOSED MANHOLE MUNICIPALITY: CITY OF CLEARWA TER ZONING: LMDR (LOW MEDIUM DENSITY RESIDENTIAL) LAND USE: RU (RESIDENTIAL URBAN) TREES TO BE REMOVED = 32 2-4~ 1-4~ 10~ 1-5~ 2-7" CAMPHOR ~ 1-4~ 5-5~ 1-5~7~ 3-6~ 4-7~ 3-8~ 1-8~9~ 1-9~9~ 1-12~ 1-13~ 1-15" OAK )8{ . PROPOSED GRATE INLET --0- SlLTAllON SCREEN l' .. DRAINAGE FLOW ARROW UllUTY EASEMENT 1-20" PINE ~ 1-12~18~ 1-30' CEDAR )( 1-10" CITRUS J:8( TREES TO BE RELOCA TED: 1-12" AND 1-15" PALM (LOCATED IN PROPOSED ON-SITE POND #1) x- FENCE -37.0' EXISllNG ELEVAllON CONTOUR LINE ~ oJ> EXISllNG ELEVAllON (SHOT) SITE DATA: SANITARY MANHOLE RIM EL = 78.30 E INV = 73.67 (8" PVC) w INV = 73.65 (8" PVC) PROJECT ADDRESS: 3311 66TH ST. N / CLEARWATER, FL 3761 TOTAL SITE AREA= 82,198 S.F.= 1.887 ACRES EXISTING IMPERVIOUS AREA TO BE REMOVED = 0.06 ACRES (INCLUDES EXIST. MASONRY & FRAME BLDG, & 2 FRAME SHEDS) 7.0' WIDE BYPASS SWALE 0.063 ACRES EXISTING ZONING: AE ( PINELLAS COUNTY ) LAND USE : RL (RESIDENTIAL LOW) - PINELLAS COUNTY WATER SERVICE BY PINELLAS COUNTY SANITARY SEWER SERVICE BY CITY OF CLEARWATER PROPOSED CITY ZONING: "LOR" LOW DENSITY RESIDENTIAL COORDINATE GEOMETRY PLAN Sheet 3 of 9 ~ GALEN JAY HOFMANN, P. E. VELVENTOS WEST SUBDIVISION 3311 66th Sf. N. CLEARWAtER~F~. ;3,3Zp1 ,,'L> .!;,:,,~?J~~~' '1'i)~~A.t~.,.:~\'" ..... GALEN'J.88~~~NJi;#":l ~(' ;" ';:.... \ <'.. co~sl} TINGC!V1.: L~t~Nl~t4d:~ 9 a. '.... ".; ;.. :'.. ........... ~ f.-ll 'LL;;' 'r. *i . ....t4~.. /'" FOOJ' 'Y 'K~n '': \.Jr{.~.' (1'>' ~ GALEN ,{, H~Y~~ I.. ~.i:!,~ l2f7~9l~<,' <,> NOT VALID UNLESS~~~~~O. ~:tQ.~..~t~..u...~~.4:.. -",' '/'. ,.,,'0(.' .' .' <: f< ill " ~ ., ADJU~ T TOP OF BANK OF EXISTi VG SWALE LOCA TED ALON( VEL VENTOS DRIVE AS NECE. ~SARY FOR THE ENTIRE LENG H OF SWALE TO A MINIMlJM ELEV. OF 78.45'. -- FLEXIBLE DEVELOPMENT: FRONT SETBACK: SIDE SETBACK: REAR SETBACK: 25.0' 7.5' 10.0' 8620 AIRWAY BLVD. NEW PORT RICHEY, FLORIDA 34654 JOB NUMBER: PROPOSED DENSITY - (4 LOTS)/(1.887 AC.) - 2.12 LOTS/ACRE REV DATE DESCRIPTION ~~ SCALE: 1" - 20' ~ ee - ~.--=------ ~~~~ ~ ~ !lie~~ f\fJ ~ II II II HANDI CAPPED RAMP 9>~ NORTH PER DEED ~c:l~:> PER F.D.O. T. INDEX 304 <A ~c..G ~ ..~ \V ~J UNPLATTED (illl&l;;; 00 Q 78' SECTION 19 'SECTION 18 ~ ~v<vv \ 78' ELEVATlON'L _1I7S.48 ~~ ~~ ~ 1; '110 IN WALL FOOTER, /W SIDE OF WALL O.2'E FeM 4" 4" Sf.lllO IN WALL FOOTER~~ h -\ 278.80'ID&M' \ I ... " u. .. ,I 00 24 40 wID ~.M' wrST BOUNDARY LINE OF THE SW J( OF SECTION 17 (BEARING REFERENCE; CONe. SLOCK WALL / ' \ I I r-'ss;r.-"" N 00'24'40"W(OctM 55.00'rOllMJ vW SIDE OF WALL 0.2'E V" "rql '" I rr&;;, ......... S" 15.00'(101) " 7ffjjjji I ~ t1> POINT OF COMMENCEMENT i}, ~ ~ 'I" 138 8.' 'I"~O I EXISTING 8" WM (\91' I 1 11b~~ PROPOSED 4' 11b' . 'lib SW CORNER OF SECTION 17 "*' 'cs;.. ~ 1t. \ 1'" 1-" 1 S WIDE SIDEWALK t1> 1t TOP OF BAN/( 'J d"l ,,' 1>'11 SANff~ MANHOLE ~ ~ · IMPACT AREA 3~C; t>' INGRESS/EGRESS EASEMENT ~O ) 8' rEXISTIIVG 8" W.M. . 'i "t . - . - . - , - , - . - , - , - . - . - , - '1- , - , - . - , - ,~TI(;).N. 2fJ-.. . tJ.~ I SEC to, 17 ,t> ::-::- ....' -1-0POS't:"D 4' . AREA== 80.34 S.F. C 11' I (OF'FlCIAL RECORDS BOO/( 5606, PAGE 564) 11' iii 1t' , Ib~ ~ ~ TOE OF SLOPE 'I 'J ~. .11 11b t\j 1" Pf{l /;,1 <::l "'78 15' 7798' I'l 78.26 "'78 76' 'I Q .~ - . - , - , - , - , -,. - , - . - , ~ O'l ~,; . I o,EXISTING 8" WM.~ WIWlI..'SIDEWA r-r-. - I..'J /" . ~ J './ /1 . ~ _ , _ ,EX/S!!!!!!..!....W~L~ , _ , ~'J,~. _ . _M~S INV == ~5.78 1 ,~"."ll 11b')~ ~ . 1~"o ""-.... ~ ~ ~~'J ~~..-(\:*9 1'\P' ~ _____ 'I"~ ~ 1t" ./ I --. -. TOE OF SLOPE 1'J I ':': '....... C\/....... c:t;."Iv"->\': . ,2 . .IL .' r I ...... ~f!' .' 1>'. . '. 'C~ ~ 0 00' A~ {, i-~ :~ _. / I....... ~ " ---;;f)"J " "::' .... ~ ~ - ~. :.(ZJJ:. --4 - - ...; '7, --:r.~r-; '.1>'. , 7' - fJ"'.' · '.' .;:1t~... <r~ 1. ~. ''''" -'-'-'-'UO'F1WJ/('-'-'-'-'-'-'/.'-'-'-'-'-'- _' ~ ~~ .~ .."T..tti.r.)S" 1t'__-,"'I!It:' .- 't'"'_':z.~' ...... "'t:UYpt)/~.' ~"7 ,,;;;j'r--___ ..1.. 78.47'/." .... 4>;1~ .I!TIIITY ...... ~ 1t PRh.J~ N4/L 41 ~J' 1"', I I i(: .~.. .,' ~'.' '. '.. ': :... ; ~4~"~"":,,.p- .' . I> , . "I>T.~": '.: ~:~ ).,:vf1i>"~.I.' .:"'&;" '. '~~".: ,.i',. .. ~ .... .........;~//.: ~)'//..?7~. .'.:~ :. <.... .:A...... :..~ '. .".:..' ~ .~~ ',...:1> .:.::: <~.'. '.~... '. '. ~. : ....... ,:. .....:. .. ~<~ :'I>~ ":' ./,:'~'~.,. : t:: 'EA$EMENJ.: :...:. c~ 'FeM ~~. ........... ELEVATlON-7S.66F'EfJ vP "~~,- :'.t;II" .~' "~~~---~... .~~~ ~~~~~~"-~'~~'~~ .~. ~ ~ ~~~ ~ ~~~~ ~ ~.'... '.,YtK~ 0 ~v : :.4.... .~.....~~t..~ t ~~- 8:f{0' ;-........... __ , " '.L~' ~r"~ ~"'.~ ~ ~~ "\ ~ t-. ~'" ~ ~ ~ ~~~ 'II' 12.. .' '~'I>\ ~ 'b: ........8 ~. \ 1~ 79 ~,I ~~~~;J ~~ ~ ,,~,,=:~~~~~~ ' ~2: ~~'" ~~. .' .'..u.::". ~ ,t> ~:':','b~~:"'.I>".: 1~:::::--TOB==.79.0: l) 11b' ~,.~ ' ~ ~'" ~~~, :0:. ~ ~ ..:' ,,~~ .."...t.,... .'.~ _ lQ. '.' _ _ ~ ~BOT== 'JB.5 I ~ ,,"'-~ ","0 ~ ~ ~,,,'" " ", _ \.., ~~" ,,~ .9 ( I~ C\/ 8.00' .......... L---+--....l L '>(<, ~~~ - h ~ - Ci.~..~4:: = - == - - ~ ~~;. D J 79.90', 79.90' -J~~ ~ DRAINAGE ..........79.' .'.Q ( ~ ".., -.- ~ - r-- ~.. ~ ~r-.."\"~ " _ ]9:- ~ ~ O:l EASEMENT PROPOSED 5' __ I'~ a ;\ 'X ~~ ~ -;-YO!- ~ -tJorrGM=6&O'~ -= .= ~ -==-== . ~~ ~ ~~~~ / 0 /: --- '" ~ C\/ WIDE SIDEWALK I .~.: S 'x::. ~0-~~ ---TiB!r-. ~ _ := = - - __- ---;: -I- __ ~ '~\ ~~~~ . / ~ '\ ~~~~ -7.0' WIDE BYPASS SWALE .~ l0, '" ~~"~~. h ~ t>1 -r-- . ~. ~~8?0-" " 8' / ~ I t,~ ~ ~~ ~ I~:JSO viA ~10N ::-~ ~~.~ ~~ ! ~ "\ 7" I~ TOB = 78.6: I .l'llv ~)~ ~ fA \.. ~ ~ TR V\ C T V//////lIMf'j. CT AR ,"" 'l." ,).. '\."0 ~ / d. \ ~ ~ / BOT == 78.1 , {':'I' ~~:--,f".r\ Y.. ~~~!&:-i~ II H ~ARc.II== 1,23~ :},.j~/~" ~ N / 1S" ~ Ib~ 10.0~ -"." I ~'~:'..J ~ ~ '~ ONC"I t"'\URC"D PIOND ~'" " I 0 5" ,1 .. II ~" I ,~~:--, ~ '" ,II c, ~ _ "\ 0: ~ C / ~ C 9 Oi' ." ~ ~ LITTORAL SHELF CALCULATIONS ....f~ 1:1 ~I'\ ~ '..;:~~ ~ a t> INV= 72.00''\ ) ~ "" '" ~ ~ ti ~. ~ ~ ~ EL == 68.0' - AREA AT POND BOTTOM == 0.054 AC. ..1' I ~1 .~ ~ 0-.'" n. ;0,~~ ~ ' \1I / 6 ,t> c::::i 1 FZAGPOLE 0 \ ~ I~~ ~ ~ ~ !J'l EL == 74.0' - AREA AT LITTORAL SHELF BOTTOM = 0.168 AC. l.; 11b' "t. ::. ~ ~ ~ l1\0-: '\ ~ ' I ~ L T 1~ 2 ~ ~ <::l ~ ~ S :s ~ EL == 77.03'- AREA AT WEIR == 0.288 AC. 1..-.-/ I J~~l:l!I ~ "'~ ~I~ ~~ BOTTOM -~8.0' .Ib / '17' f" ~ ~ ~ II Y / / l5 ~ 16" \ ~ ~I~ Q V) ~ ~ I ~ '~:I ~tl'~ ,v lVNV ~PACT AREA 1 -.-.- 74.D'~ ~~, ~ :--, I '~ ~ ~ ~Co 0 ~ ~ :-.,:'I:!t) ~~ ~~~.\ ~~~J1""~~~~~ ~ ~ ~~ I ~!:',~~30' ~ \ ~ ~ ~ ~ I to '~~':I ~~ ~~~~~ ~ ~ ~~ ~ ^'~,,~, ." ;J INV-!72.27' \ I~:s ~ ~ I ~ I,~:. II ,"'~~ r\" ~ ~~~ ~ ~ '" ~ : ~, JPS" ~ a.: ll: ~ I'~," ~ ~ '\,,,~ ,,~~~ ~/~'\.-"''''''''''- "\ ~ ~~ ~ ~ ~. ~"-. ~~. < ' ~ - - - -Bf)' \ ~ ~ TOB == 78.1' I ~ j~11 ~ I~~,~ ~~~~" ~~"''\.~ "'-'\." ~ ),,, ~~ ~~ "~~~'V( / ~ 12". I~ ~ BOT == 77.6' I llJ :1:: l, ~ 77.S ~ ~'~~~//~~~/t/:~. ~ r~ ~#~ ~~/f I 7{ t.'/. ~, <3 \J. 11b~ I ~~ II .;:J .",,~ '/// v~~.// 7>/ '/ '/ ~//~ ,//:/f / 1/ to \ ~ r I CP. '. ....11 ~ 77. ~t" /7'/ // <;,/.fi,. // ~~~ '/ '0 /L:"'< //0m:"'''':%7hl/.17~//:/~~F;~1 I 2250' 1~ 7M I . ~ .;l it) ~''0..I//(",: -/" '///, /'//"/(4/ ~..a.,:%~ 7//"//'..(. 7//~ 0'/ . \ J;1 ::::..~ 4>' I .1' ...1 .1' ~.;..~, ),~~ :// // / /~ W/~~,////"'//'//!L#"#h//.'/7935' I / /11' DFfAINAGE EASEMENT I~ ~I l' ""k" '" I t 'J!!' :'li lI!3l~ /// ./ / V~L~../. .//.///-"" //. /7 & I I ~ ~ I 11b J./.~.(~,--,'ii!3/~~~ .~/.// //,// /"//// "''/ 0?7f)//////////~~~ 79.30' j/ ~M~~79.25' 79.25' ~O' ~9'79.20' I~ '/. ~ I 'n8~r ,... 1r-tl:( r- .~ '... '...i / ////"/ '/::/ /:::-/ P~" 6"' It) , '" / \ ~ ' REMOVE 75' LONG UNDER DRAIN~ _ '~I.~~I''''' r::: .I<rll (\." 1~/ '- 'X'//,/,,/// 'J;}j///~ ~,. ..,. / .7 ~ 79.20 _ _ _ ~ _, ~ _ ~ _ ~ 11bC;> 1t SYSTEM, SAND-FILTER - U/D ~ I '1., 'I j. ..... r-. . , s~" 6~7~W ... ~ 0 ,/ / 79.20 7.5' I 24" ~ ' WEIR & PATCH OPENING. ~ J~-;'~6:00' ~~"< ''';: :;ji · :~:: ~ ^ ~~ t<J>. ~ 4,5"0,, 7""------~ ~M ~~~~~~~~~~~~~~ ~~"I ~ ~ 800' ~ - 'I' ,~ll~'li~ t- r' J:::::JJ)) 6..". . ~~" 6" ~ 0 1t' J.B. 2, "''''' ~\V v~~c~ ~~~ ~ ~ ~"'~~ ~ ~ W~ !--DRAINAGE ~/MPACT AREA 4 ~ ~ I ~ ~'~"..l:: ~-:-' - 'est ~~.: :.':~::' :~ ~ I C ,1':?Jr'r"OT]- ~ IN~==== j~:~~, \ ~~~ ~~~~ ~,,~~ ~ ~~ ~~. 15" -I~~ EASEMENT ~ ~ I ,i....1 ~ ~11~ H' '. C) FF= 80.95 'I A .. ~ "L~ _ 730' I AG) """"I ~ "- AREA= 1,157.74 S.F. ~ ~y":~' , ~ ~ .' ~::.." : '" . l' ,LLT/6 .' . l ~ '-':: ~ \ PROPOSED ON~SITE POND' # 1 I I lr · ~~" ~~~ : ~~:~: Q:: + ~ l'" 0-~ t;:~ i"...... .... I'l'j .. (),n ,r ~~ ~ ~ ~ o 7851' .' . ,_' SLOPE== 0.65% ".- I ".~~.v .,~/ I 13" 10..~':0 ~ . II' . M 50'-18"X30" ERCP @ 000% a:I'S ~"'~ D' "" r::\ ~ I ~11 ~ ~ "" i\ ^ . 0 ~ '~ ~ PROPOSED \ ,," ~~ ~,t> 1\ ...;.:.' ~~l\" V ~\ SLOPE== 0.65%~" I ' I ~ 1.--\ r BORRING ~ TO~ - 779' I . ".' . ~.'. .. 1>.. .:'~. . S" 4rfV 79.25 1/ ~~ ~ 'f-...... LOCATION 1\ \ 4. I~ =. , "~~'SS:[\" (} 88,:; .,...... ~ ~~~ ~ ~ 1I . ~I/ BOT - 77..3 75' LONG UNDER DRAIN SAND-FILTER - U/D 1.11 I C I ~ I ~'" ~ r:'\ ~ ~ """"'" ~ JJ<J I'~' ,'"., "~L,'"'''''' . '. ~> '" ~= 80.70' ",.' I LOT 4 I ~ 1 ~6" /'~ ~~\~ ~'" ~// I~ f EL~TlON _ 7S.67 Ff1: ---... "". 1 ' . .. }1t 'I" ~ . \:.) .-......-- '" / ~ tc) , ;11~-' f--' e--' !..>~ ~,,~ - ~ q 1S" I 79.20' ~ , -- --#ffi'J" ~O" " 0~~"'-~ ~ bl 'J'/. I 'J'/. '. IY ~ --''\El ~o 12 . " , [ ~ ~ " " PJ "lb' 1t.?1 ,. --' --,1 ~ 91 lj 12~ 13" · : I.: 15":'~ '~ ' " TV INV== 76! 00' '1L:ll.I:=::=:' ,:. ~ '\ ~ \ ~ ~ \. " ~ "'''~ 0 ~~~~ r-. / 6" ~, r---.I ..Y"lt--"~ :j,: ~::.l\~. \!::: 7990' -- ", !i" 0~----"I~1 ' I -r-- :.r..I~.Ir- --' ~ ~:&:\~ ~'J' SLOfE== 077% _ -==::::::- -::;;: _ _ ~9.20 _,,- ~ _ _ _ ~ -r - c:: ~ TOB == 77.9, I 7""1'.. fir r /:}!l, . ~:/::k1<~' ^ 'X 'I" - - - _ ~. - -; uPLAND BUFFER ------.... ~r;e ~.OO UPLAND,B 'A \:.).......::: ~" .~ ~ 10~12r:~ V BOT == 77.1 I I~ IIlr- 7..$:1- II IJ :a::::~:. v 77.5' ~r 25.00 !\.f) 77.95 ~ ,EXIST:-J g 79.20 K 0 ,g ~I\) ~~ t ": ..' ,~/.;;'('- 7J m~/1 :I,~~~~~~~: ~7' MATCH EXIST. s: 77.7' '\ MATCH EXIST. ~'- _ ~ Ib''/. 78.2' /~ OJ~ ~, 1t' I ~ .,... ). lij 1H II I' ~::::::'::: '"..... "ELEV. ~ MA TCH EXIST. - - - ~ ..EXI5T. 1S" c:: 0_ ---l ~~ -7.0 WIDE BYPASS SWALE . v ~ r-( ,I- . P~',"'.',', ~'lP~JURISOIC~ FLAG (TYPICAL) t\> :!l ''010'" 800' I .... r-I' j I : '''lr. : . : ' : ' : ' : ' :. ~ -- ~ ~ ELEV. - -1..HW NAIL: REV - 76.64 --, 15" :!1 \ If, '" ~ . \ciY ~ ~ ;....J. . ~ "::~:::::::::::::. -- s::b - - -- JO 03 Ie '~1~ 1~ -DRAINAGE JrA r1:' ~ ::~::::::::::::::. -- ~C5 ~ _ -- ~J0105 --y~ JDJ.~ t> ~ '1'" 10:'N_Q4:.o~'W.fIJ))..JU . .. "" EASEMENT I ~~ r- r-itit :;:t; .Ql' I :~~~:~:~:i:~:~:~:j~r.d7,,~,~~4~~.J:(~r -I}iIT"JDtos, - OO'29~- -: .,.45~~'!.W..."~;.,.,,,.;:,:~:O::;;~:~(~~.;t~1 ~ "',-~'~4'~7~(~....,'I'" ~,':~',~~'~~~...;,,~ :"f~:~:~~'~:::::::~~,fE1'N~\Il ...-300'(M) TO w....c I ....~.I" 'i r. ~:::::::::::::: :::::::::: :::::::::~:;.:.~'f6~) 1iJ1~-:,,~.;, .' ,':::' :::::::: ::: ::::: ::: ::::: :::::':": ~~: :~::~8':~~:: ::: :::::::~:::~::";~"P'::~'!~~:~:~ :::: :~.,:::::: :::::;: ::;::::: ::::::::::1~': ::'::.' )~. ~, : '].~~ .~ J "J : I:":.;';'::::::::::::::::::::::::::': :;;:~':::.:::::::::::: ~l':.:'i :..;n:'\:0: '~:: Ittr:J:..!N[): :ao.N:se;FJ,VA.TlO.l'J.. ::(l.8EA :.:.:~::.,....:.:..,,~ .'.' ',j,;..f.j.:",...:..'. ",,::::::.: '.:.:..i,:::::: :::: i.::::::::::::::: ::,..; ''':...;'"i",7..o..:; J.;\: :b:. :...:..~, ~ ". ,...;= ~ ,.,.. .....,~".,., .176u'."'..,. 8~~ ..;tll:.li:'..:l~""""""" '-'-"'''-'- :+:=!,::;er-;.:;~lr'tl:la.t '"",lIoJlW'I"on'T.'L(flltJ.. ...,.., '269x.w'" ',""""" .jp""""",,~"1:';""iIIiI'.,.. ~ tIRNERNOTSfJ"N4CCESSIS:t" ~ . '.. klb : ......,.. :~'~~';.....;....:~:'~':~:..;...;-.', ....: ....:.: ..:, ::: :':-7:~'~:''''''''':':'::: "::,. ':':"':"""""':"':" ....:.:,:.:.:,:..'..,':.:.:':'..:':':.:~~ra:.'7.lt'm. 1"I:o.~.(r.):,:,:.:, ':':':'i'~ :":':~N:' '. I'......, n . . . , , , , . . , , . . . . . . ~$.' ()O.'!.?~ '40:1.~jJ"Qc&M9' . , , . , (0 , . , . . . . . , . , . , , . . , . .~. ........,..-...l. . . . . , , . , , , :''b'' . , . . . , . . . , . , .:. ~ ..;&. . ~:tJ/ 1..1''''11'1;' , , , , . .. .." ~.... IiV l(/..' .,..,.. '.',','.','.' , , , n. , . ~""""'~ ..,.,'..,',......',',',.,.....,'.','.. .',','.'" ..,'"'-'.'.',.....,.,'..,' '.'.'.'.' .,.,'.~._...,.....,,',.,.,', ,.... ... ,','.',','.','.'.'.'.'. ,'...-", , , lb' 1t. --':~ ~., ..,' ...,.,'.'..,.,.. . . , . ,,',..',. . . , , .. , '''\'11,' . . , , . , . . , , . . '~~')I' ' , , , . . ,.-..~. . . . . ~.' . '~~.~' . . , . . , , , , . . . . . . , , , , , . . . . . ',.O....,.!Q. . TOB - 778 1 I. ~/. I~ .::"j<<~'~::1"~~~:P' ~Jft::~::':Jt::: ~~I:.:::::::.::::::: ::' :~:" I' :""., , ~:;+:+:~:~~:<<: ::::: :::::::~,::::::: ::: ::::::::: ::::::: ::~ ;~': ':'-:::': ::.::::: :::::::;::: ::::: :::;: ::::;:;: ;::::::: ::;:::: ::::::::::::: ::' .::: :::~I .;: -. PROPOSED 5 ~ --'~~-l:K I ,. ,..N'if.V, . r,. . .11'1->0, , , ('V'i'.(~..........~, . . . . , . . , . , . . . , , . . , , . . . . . . . . , . , . , , . . . , . , , . , , , , , , , . . , . , . , . . . , . , . , . , , , , , , . . , . . . . . , , . '1:' . , '1t> . . '.'qi." 'I BOT 770' , ~I --' ~/ J 'I . . ;1'J\tJl.: : n::l: : PVC: : ~: : 7.6; tJ~ . . : . : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : ~ : : : : : :: : ::::: k : . , : : : : ==~. WIDE sIDEWALK 1 j i ~ In::::::::::::::::::::::::::~:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: : : : : : : : :: : : : :: : : : :: : : : : :: : : :: : : :: :: :: : : : : : : :: : : : : : : :: :: : : : : :: : : : : : : : : : : : : : : : : : : :: : : :: : : :: : ::: : : . : :: :: : : : : . : : : : : \ ' : : :: : : . , . r 7R 711.;:J, B' '11 :;::::::::::::::::::~ n: : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : ; : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : ; : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : I : : : : : : : : : :\: : : :: ::::::: \ 11b 1 'I~ --' g :/: : : : : : : : : : : : : : : : : :L: : : : : : : . , . 1 ' : ' 1 : : : 1 1 : ' , I , . : . 1 1 1 I : : I :/:;a;;i I "~JO' . k;: : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : :f:..Q~ : 6' :::, i'='J: · .lli~oJ~S: :S('/Dn~\tJ.S(Of:J. : : : : : : : : : : : : : : : : : : : : : : : : : : : : : \: : : : : : : : : : : : : ": :.:.::: \ --' " '.' '.','.','.',','.'.' ,t.Or:..;-r,. ,l/Pf:.II/f:NrQS, 'Svp~r\t1~r ~,!,.,.,....".,',.,..,..,.,'.'.'."'.'."""'.".,'"..,.."..",.......,,',','.'. , (;, .", .,,:I;.~!,~(,! r~, ,'. ":'~~"" r""......,..',..'.'..,.,'.',.,.. ,',','.',' , '. .'.',', ~ . ~ . I:: . : : : ' : . : . : . : I I I : . : I : . : I . . 1 1 : I ":" I : I f:j I' ','.. I 1 . : . . I I I I . ' , I . . . : I I 1 : . : . : . : ' : I : I : I : . : I : ' : . : . : . : I : I : ' : ' : . : . : I : . : I : . : I : . : . : . : . : I : ' : I : I : . : ' : . : . : I : I : I : . : . : I : ., . : : I : 1 I I I : I I ':: I : I : . : . : I : ' : 1 : I : ' : I : . : I : I : I : 1 : I : I : I .: I : . : I : ': I.:. ':.: I : . I ~:~' I '/.--' ~t \: R ~. 'I~:; :;:; :;::::: 'f.::::::::::::::: :~~; :~: ;4~': ~~:~;,):::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: ~;~:~: 1~~,: ~~ :~~::::::::::::::::::::::::::::::::::::::::::::::' :::: I: :~~::: .... A --' 1 Ib II ,...,., ..,."..,.,......""..,..,.,.,....,.,..,.....",.".,.."....""..".",.",.,..,..."....,.,.,.,.., J' . '... , . ' . . ~, , . . . 7' Ibk'/. .,. ~O . ::::::::::::::,::::::::::::::::::::: ::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: :;i.:i:8~::: :$'" 'j' :1::('.'::: ::I:A:J.8:~J.:: ~:N" :'0"":::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::'::' ::. :J':::::': ~ 11b' 1 . ~ I I--' --'.,.....-3 I: ~ ~ ~ ~ : : : : : : : : : : ~: : : : : : : : : : : : : : : : : : : : : : ; : : : : : : : : : : : : : : : : : ; : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : ~ t:: :[':; :+:+: : : .: ; 1: i : . : : : : : :v. v. ~~ : i : W~: :','::.:::::::::::::::::::::::::::::::::::::::::::::::::;:::::::;:::::: ': : : : : : : . ~~; : : ' ;,:,: : : : : ~ .~ --' r-\'7s.' :: ~:::::::::::';:::::::;::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::':::::::::::::::'::;::::'::::: ::::::.:::::,:.:::::::::.::::::::::::::;::::::::::::::::::::::::::::::::::::::::::::: ~: ~:).::::::::::: :'::: ~:::::: 8' ~ I ~ --' r-\':1 ~::::::::::::::::::::: '~::::::::: :::::::::::::::::::::: : ::::: ::::::::::::::: : :::::::::::: ::: ::: : ::::: :::::: :::::::::::::::::: :::::::::: :::::: :::::: ::::::::::::::::::::::::: : ::::::::::::::: ::::: :: :::: ::::: ::::::::: :~:;::::::'::: ,: : : :):: :: :: :: :: , r --' ~7~'" ~"., .~.""..,.,.".,,~ '....;.....:,.,'...',.,'.','..,'.'..,..',.,'.'...'.',.,.,',.,.,..'.',., ..,...,',....',.,',.,.,.,...,'.'.....'.',.,.,'....,',',.. '..........,'... '.', '.','....,.,',..'.',..','..,...,:.:. ~',."....,'. " ',','.' ',',',', I t 78' :::::::::::: :~:: I:::::::::::::::::::::::;:~:~:~:~:~:';";+::~:~ :~::::::: ::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::;::::::::::::: ~:* :~::::::::::::::,,'::::::::'::::::::: ~ .;--.-0 --',..--',.... l' .-:-...:.:' , . . . ~~~,:., . , , . , , . . . , . . . , , , . , . . , . . , . , , . . , .~:.~~- -. . . , , , . . . . . . , . . . . . , , . . , . . . . . . '~ ,'~~ _........... . . . . , , . . . . . , . . .. .",.. '.' , , ': f::;X:': ':':': ": '~~.: ':':':': ': ':':': f:.: ':':': ':': ': ':':': ':': t:.: f: ':': ":':': ':':': ':' ':.: ":': I. l,.~:~';"'+': ~I" ".:. I I I I 1 I I,' f' I~: ~I I-+':~'.'.': :;-:-r~.-:.:,: ':':.:':':': ': ': ': ': ':':':':': ':': ~..':':': ': f:.:': I.': f:. ~ 1--' --' ,..--' "i N..:~::-k:.::::::::::::'::~::::::::;:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: :::::::::::::::::::::::::~:.: ,~~~:::::::::::::: :::::::::::::::::::::::::::::::::::::::::::::::':~:~::::"::::::::: :1.::::::::::: I :c: --' --' ,..--' ~ f--......~::::: ~:::::::;:::::::::::-::-: 8+: :~:::::::::::;:::::::::::::::::::::::::::::::::: ::::::::::::::::::;::::::::::::::::::::::: ~:'::::::::::::::::::::::::::::::::::: ~:~::-:+: :~:::::::::::::::::::::':::::::: :.;.i1:::::::::::: j i::: . --' --' ,..--',.... I............... ....' &.;". : . : ~p.:" : ' : ' : ' : . : ' : . : . : ' : . : . : . : . : . -:-:-;-, :-.-:---: .+-;-. :~: ' ' , . . : . : ' : ' : . : . : . : .; . : . :. .:':':':':':':':.:':':':':.:':.:':':.:':.:.:':':':':.:.:':':.:.:.:.'.',;....;-: '7""l'~: . : .; . : . : ' : ' : ' : ' : . : ' : ' : ' : ' : . : ' : ' : ' : ' : . : . . , : ' : . ~ .>,'. : . : . : . : ' : . : ' : ' : . ~ 1--' --' ,..--' :l ~ ' ~. . ' , " -:-;.,..','.',.,.,'.'..",.""",'.'.',.,....','. '7'7' .-,....., ......<-' ..;...:., . . . .' .,.,'.','.'.','..,...,'..,.,.,'..,','.'.......',',',., ~. ,....,... ~ ' . ' . . , . , . . ' , ' , ' , . , . , . , . . ' . . . ' . ' , ' . ' , ' . ' . ' . ' . ' . . . ' " . .....;--r;;...,."",... '--" '== 'I:'::::: :~::::::::::::::::::::::::::::::::::::::::::::::::::::::: ':': :;-:;: ~:~:~:~:: ': ": ":::::::::::::':::.H:~:,: '::::::::::::::::::::::::::::::::::::::::::::: :~: :~: :~:: I.:::::::::: -::~: . G:l --' --' ,..--' . . . . . . . . N,-lo..; . . ' . ' . . . ' . . , ' . ' . ' . ' . ' . ' . . . ' . . . ' . ' . ' . . , . , . . . . . . . , ' . . , . . . . . .' '.','.'...'.......'.....-:---:. 7-+ ................' ,~. . . ' , ' . ' . . , . . ' . . . ' , . , . . ' . ' . . . . . ' . . . . , '~. . : ...: . ' . . , '...:-' ....,...., . . ' . ' . ' . . , ' . ' , . . . , ' . . , ' ." ,- __ .,--J ,--J ~ r" "''''''': I : I : I : I : I :~: I : .: I : ' : ' : I : . : I : 1 : I :. : ': . : . : . : I : ' : I : . : I : . : . : ': .: t : .: : I : I : . : . :. : ' : ' :. : . : I : . : . : ": . : . : . : . : . : .: I : I : ' : ' : I :' : I : ": . : I : . : I : I : I : . : . : I : . : ~~~f '~I : . : .: ' : . : . : . : I : ' : I : . : . : If. I I I' . ___ ~ ~,'.'.'.','. . '-.-.....:.-....'.., '.'.'.....'..,'.'.'.',',',.....,...,.. ,'.'.... ,..'..... '1.IiC'''':1I:N10' "C' ;,-,^/t!-r!-dl~A'+/~'N'" >\:l!)Z!"JoI,.,',.,'.',~ '-.",.,','.',....',.,',.,',. .......:,,:........ - 78:. ~.::::::::::::::::~::~::-+-::.:..i..:..:::::::::::::::::::::::::: ::::::::::::::::::r;rol.j.~~iy ,:: .Vyllp~",~....,:r.19, ::~~....,::,:.:~:.~:,::::::::.:.:.....:~....:.,-- - - -............... ..'...','.'....,.,'...'......,..' ................,;....:........,..'.., .'.'..,..',....',',...,.,..','...',',.,','.',','..,',. ~,~,..,.,....." . - '-....... . ":':'::::::::::::::::::::::::::::::::':':::~:~::+:~:':':::::::::::::::::::::::::::::::::~:~::.::::::::::::.:." - -- -. _. __ '.....!........":':':.: .:.:.:':.:.:.:':':.:':' ':.:':':~.~: ,.;...;..:~.'.',',~:,:,:,:.:.:,:.:.:,'.:..- ..... .-:7""'--- --.... .6..._. f 1 "' If...... I... II'" "" "' 1 '~f' II I II"~ ~,o '-- __ __ -, ----. I ~:~':.:.i::':::: :::::::::::::::::::::::::::::::::::::::::::::::::::~:. I _____ _____ _ . :_::.:.::~.:.:,:.:,;.:.:.:.:~.:.:.:.:.:,:,:..".--' -- ___ ,__. . . . , I 1 . I . . . I I - _ _ _ WE:TLAND'l.iNF''';'':''''':'' , -- -- - -f- -- ---- -- --- TREE & VEL VENTOS WEST PINELLAS COUNTY, TOPOGRAPHIC BOUNDARY, FLORIDA I pI TREE LEGEND $ = CAMPHOR 1$1 = CEDAR o = CHINABERRY 8 = CITRUS ~ = EAR TREE <8> - MAGNOLIA @ = MAPLE 0= OAK ~ = PALM & = PINE PROPOSED CONTROL STRUCTURE FOR SURFACE WATER BODY SW TOP== 79.00' INV== 75.76' BOT == 75.00' LEGEND CONCRETE HEADWALL TOP EL = 77.78 SLOT (2.0' WIDE) EL == 77.26 SKIMMER (0. 5'x2. 3'xO. 66' HIGH) TOP EL == 77.69 42.70' ~ ~ PROPOSED GRADE * CONSTRUCT 0.68" DIA. ORFICE @ INV. EL. 76.20' PROPOSED HYDRANT ASSEMBLY IBI PROPOSED WATER METER " PROPOSED GATE VALVE . PROPOSED BLOW OFF . PROPOSED MANHOLE . PROPOSED GRATE INLET --0-- SILTAllON SCREEN j' .. DRAINAGE FLOW ARROW x- FENCE UllUTY EASEMENT -37.0' EXISllNG ELEVAllON CONTOUR UNE ~ EXISllNG ELEVAllON (SHOT) ..,. SANITARY MANHOLE RIM EL == 78.30 E INV == 73.67 (8" PVC) W INV = 73.65 (8" PVC) ADJUST TOP OF BANK OF EXISnNG SWALE LOCATED ALONG VEL VENTOS DRIVE AS NECESSARY FOR THE ENTIRE LENGTH OF SWALE TO A MINIMUM ELEV. OF 78.45'. SURVEY SECT/ON 17, TOWNSHIP 28 SOUTH, ~ :::J ~. ~ "'C ..c: "i-I f'-.. 0') C'\J RANGE 16 EAST CllflB '}.' cotlCflE:rE 66th STREET NORTH (63' RIGHT-OF-WAY) -i- I- s ::0;:. s ~ CllflS '}.' COtlCfl~ EAST RIGHT-OF WAY LINE ~ ...... -..J eJ e: ~ 63 ...... ~ .... -..J ~ ~ 8 ::) :c: ~ . ~ ~ ~ ~ ...... -..J .... e) -..J 80.0 79.0 78.0 - 77.0 76.0 75.0 74.0 80.0 77.0 I I / I MA TCH EXIST. I 4~ GRADE "" ~ Jj v- I _------1'; /1/ I ~ / / I ~ ~ I / I I I EXISnNG ELEVATION , I PROPOSED GRADE 79.0 78.0 76.0 75.0 ~~ ::::! lVi I 74.0 I SECT/ON C-C ( 1 00 ') IMPACT AREA 1 - 2,907.27 S.F. IMPACT AREA 2 - 1,238.67 S.F. IMPACT AREA 3 - 80.34 S. F. IMPACT AREA 4 - 1, 157. 74 S. F. TOTAL IMPACT AREA - 5,384.02 S.F. LITTORAL SHELF CALCULATIONS EL == 73.0' - AREA A T POND BOTTOM == 0.036 AC. EL == 75.0' - AREA A T LITTORAL SHELF BOTTOM == 0.056 AC. EL == 79.2' - TOP OF BANK AREA == 0.201 AC. % LITTORAL SHELF == (0.201 - 0.056) / (0.201) == 0.72 X 100 == 72.0 % '. '. '. '. '. '. '. '. '. '. '. '. '. '. '. '. '. '. .: '. n II H :: !l H I' .: '. '. '. '. GALEN JAY HOFMANN , P. E. PROPOSED GRADING & STORMWATER DRAINAGE PLAN Sheet 4 of 9 VELVENTOS WEST SUBDIVISION 3311 66th St.. N~, C LE A R W A IE Rtf J;,I.+~~f3:3Z6.t JOB NUMBER: . ,~(,~.:'~.., ',~:~.:F j ;:,~.i::::;';:~'A.tE'~i ", , GAlEN:,J, .HOFMANNP,E. ..... ,'" CONSU~TING'~)\o1tB:~.'~tNE.ER"~':. ';. .' ....... ~/.II.j j..t~TJ.":" :fx-'!J .v"r~. Y;pY''''1T' ..' :<13/;;,; NOT VALlDGt1m:~~~~~~p: ~~~~~b"gEAL '.'" -,,>~c~Jfl.L ,":, ,. .,.' , "' , '" ~ .: .. 10 .. ~ I:=: --' ,..--' :l ,--'~,.... 1--' ,..-V),..--' r-J --' ~,..--' ~ ,--' ~,..--' ,.... 1--' ~,..--' "i --' --' ,..--' ~ ,--' ,....!/),..--' ,.... 1--, ~~::o;:J ,--' >,..--' ,.... I:=: ~:::::::: :l ,--' --' --' ,.... ! ~I--' r-f"l"J--' "i :I ~ --' --' --' ~ 8620 AIRWAY BLVD. NEW PORT RICHEY, FLORIDA 34654 ~ 1 1 REV DATE DESCRIPTION BOUNDARY, TREE & TOPOGRAPHIC VEL VENTOS WEST PINELLAS COUNTY, FLORIDA I I ~ SECTION 19 POINT OF COMMENCEMENT SW CORNER OF SECTION 17 . _, _, _ TOP OF BANK ,-, -, -, -, -, -, -. -, -, -. -, -. - ,sef:TIQ.N. 2fJ..- _,_.~L~_._,_,_._,_.~ _ , _ ,EXIS!!!:!!!...!.-W A. L ~ . _ . _ . MES INV = 75.78 :. TOe OF SLOPe - , - . -. ""::' " -'-'-'-'U~~K'-'-'-'-'-'-'-'-'-'-'-'-'--' TREE LEGEND o = CAMPHOR 1$1 = CEDAR o = CHINABERRY o = CITRUS * = EAR TREE <S> = MAGNOLIA @ = MAPLE 8=OAK ~ = PALM & = PINE CONSTRUCT .:: DOGHOUSE MANHOLE OVER ;.% EXISTING GRAVITY SEWER :': T= 78.90' :f INV= 72.72' '::':: ....,. ;;% .' :::::: .... PROPOSED 5' WI SIDEWALK LEGEND CONCRETE HEADWALL TOP EL = 77.78 SLOT (2.0' WIDE) EL = 77.26 SKIMMER (0.5'x2.3'xO.66' HIGH) TOP EL = 77.69 * CONSTRUCT 0.68" DIA. ORFICE @ INV. EL. 76.20' 42.70' PROPOSED GRADE ~ ~ PROPOSED HYDRANT ASSEMBLY IBI PROPOSED WATER METER H PROPOSED GATE VALVE . PROPOSED BLOW OFF . PROPOSED MANHOLE . PROPOSED GRATE INLET ----0-- SILTAllON SCREEN l' ... DRAINAGE FLOW ARROW X - FENCE I I UllLlTY EASEMENT I I -37.0' EXISllNG ELEVAllON CONTOUR LINE ~ EXISllNG ELEVAllON (SHOT) 0.1' CONSTRUCT 6" PVC SANITARY SEWER SERVICES FROM EXISTING MAIN TO PROPERTY LINE PROPOSED 6" FIRE HYDRANT ASSEMBL Y W 6" WET TAP AND 6 G. V. BY PINELLAS COUNTY UTILITIES PAID BY DEVELOPER SANITARY MANHOLE RIM EL = 78.30 E INV = 73.67 (8" PVC) W INV = 73.65 (8" PVC) ;:::: :.... " ~~: ./: Ii :i H :: II j ~ ADJUST TOP OF BANK OF i! EXISTING SWALE LOCATED :: ALONG VEL VENTOS DRIVE AS NECESSARY FOR THE ENTIRE LENGTH OF SWALE TO A MINIMUM ELEV. OF 78.45'. .' :~:~: ,:,:.' [ ....: :::::: :t ...... ~ f :i~ .:. ...... r '.', "/. .:::,' :.::.: .:::. ':1 ::~::J ", ...... ...... :t~ c ::i: t\i .' ~ :::::;1 c ':,1 J:::: :::.) !:.J .:,. ~ :..: ~ . 15.00'M "'''' ~ ::J ).. ~ .:':' ~ ':' ::s ::i, o ',i, et) ':i. :r- ::.::: J;: .'. ~ :::;:: :c: :.::: '., SCALE: 1" = 20' ~V NORTH PER DEED UNPLATTED EXISTING 2" WATER MAIN EXISTING FIRE HYDRANT ] BOUNDARY LINe O~.1L OLSE;fJJOlL' UBCARll!Q..ReFCReNce _ SURVEY ~ ~~~: I~~~ ~ h II h HANDI CAPPED RAMP ~=~~ PER F.D.O. T. INDEX 304 ().. ~~~~ OV SECTION 18 <( - f...\O~ rl ~c,G <J G~'v <<" CONSTRUCT HYDRANT ASSEMBLY CONNECT TO EXISTING 6" W.M. VIA WET TAP AND 6" GATE VAL VE W SIDE OF WALL 0.2'E N 00'24 '40"~ D&M) .."""......"."....',,. .................". .....'..i'."."."."."."..................... ..',",.,......".."...,."."..... .......1....38:."8..0...1"".".......'............". ....",."...,.".... ...........".,...........,.... ........."...'.1 .~ ;XISTING 6' W.M. ~ INGRESS/EGRESS EASEMENT I (OFFICIAL RECORDS BOOK 5606, PAGe 564) I I I I fO.Or I I I I I I I I I ~~ ;:e ~I 10- G ~ in~ r- "..... ~ Cl I I I I I C(}8- I 6~8- ,......., --=';1 I.:=: >.:=: :i ,......., '1"--.,......., ,.-J .,......., ,......., ,......., ,.... I,......., r-f'l"J"""'" ~ ,......., ,......., ,......., ,.-J PROPOSED 2" CASING & SERVICE LINE BY PINELLAS COUNTY UTILITIES. PAID FOR BY DEVELOPER SECT/ON 17, TOWNSHIP 28 SOUTH, lLJ ~ ~ S ~ ..c: -i-J "" 0') C'\J RANGE 16 EAST SNItD IN WALL FOOTER 2ZB.8fl'(MMJ- - - - - - - 66th STREET NORTH (63' RIGHT-OF-WAY) i' ::0;:. 8 III ~ , c:> It) s ::0;:. 8 ~ EAST RIGHT -OF -WAY LINE o .0' FRONT SETBACK LINE ~ I' ~::s ~~ ~S: ~f5 CljClj t (Qe5 ,I ~ ~~ PROPOSED 3 4" ~ER SERVICE ~ METER 7- ~ 18- o 5- * Oi' ,..., (.!)I ~~ ~~ 'o:(~ -J~ ~~ C)~ ~~ ;c:~ ~.... ~ -.;;;. FLAGPOLE 0 LOT 2 L 0 7;;Jr1 13- ~ GALEN JAY HOFMANN. P. E. POTABLE WATER & SANITARY SEWER PLAN Sheet 5 of 9 VELVENTOS WEST SUBDIVISION 3311 66th...St_N.", ,.. e.LEARWAI.~,R~~,-.~f.f!~.$~J.g'.1' jt1 8620 AIRWAY BLVD. NEW PORT RICHEY, FLORIDA 34654 JOB NUMBER: . !'.' .:~:;:'\.:i,i~~..~,~:,:'::~A::~\.:, REV DATE DESCRIPTION .. ~ II t - Gj -.J U V) ~ l.lJ ~ e5 a.: ~ ~ ~ ~ I R! ~ I ~ t ..... ~ / ~ // / ;:.." ...., ... """ ,"" · ~ s I l!s / fJNION'V7 SOOOMw.M . ..~ Ii! · . { ~ .~ ~. ~ \. ~'(ftliO),E6't6E .... ~- .. lV'W U1~ ........ (ftwH~~, S ; ~ - ---- ----. .... L r ~~. ~~~~'\~\'~\\'~.B~~~~~~.~~~~~~.~~~~~~~~~~x"'~:,,~~, ..~~~~~W~~ ; &. \' :\ \ ~ ......... ...:!.:..... ........... ...............\............\'.. .. ....::~:::........Vi:........... . .............:;::~:::i:'...... ...................~':'::::~~:~:.:........ ..... , ... ..........~............... ~II~ ~.1..~____.~_.~~~~ ! ~\\ \ I ....::..::;:::::~::::::::.::::::::::::::::I:::;:::;::::~:~:~:;::::::::::::::::::~\:::::.~:.::::.::::::;:.:::::::::::::::::.::~::~:::::::::::::::::::::;::::::::::::;:::::::::,:::::::::::;::::::::'~"::",'::::::~:'~'::::::::::::::::::::::::;:::::;::::::1::::::;:::;:::::::::::;:::::;:::::j;::~ ::,:,":"::~ ~I':::::::::::":::::::~:::::: ::::::::::::::::.':::::'::':':::::'::':'::'::::::::::::::',::::::.. \ \'" ...,'.JM..~..~~I. .......... . .... ........... .. ....................... ..... ... .... ............;l;.................4:~ "-, ............. ....... ........... .......,. ~ ' 0.'.3w....... ,:. ........:.:.:...:.:.:.:.;...:;.......:.. .:oM=."'\:':':'.' t. ..:. .:.:.:.:.;.:,: ...:.:.:,..:.:...:...: :':':':',:' ,:...:,:.:,:.:.:.:.:...:.:,:.:.,:.:.: :':.:.:.::.:.:.:.:.:.:.:':':.:.: :.:': .."... :.... ..:........... ...':.:..2 ~.::::::::....'.....:..'.:.:.:,:.:.:.:.:... .:'" :.:.: ':':'. ...........'!iS1!'S:............. ..........~.............. ............ ......>>;:..............1.. .................. 'I'" .WI':'..1":".......';';';'llC..........~... ..... \ ....:.:.:...:::.t;:;:.:':;:_:.:.:...:...:.:':....'.:.....:.:':.:...:.............'0::.S......... .:.:.:..':.:.:.:.:.:.:.::.:.:.:.:.:.:'....:;;;:::.:.:.:':.:':':':':'~'''''''''':':H:Ot)\:.::...: :':'/:':':':' f,:,:.:.:.:.:.:.:.:.:.:.:.......:.:.:.:.:..:...:.:..~...:.:.:.::'...:.:.:.:'... ..... ~ ...................., .... ..... .............. ..... ............ ....,.':\ ......... .1.w~'~HD::ll~ '...... ~............... ............... ..~...... . I . ....:'..:.:.:': :'. :.:':':.:.:.:.:.:.:. '. ',:,:"':. ...., ...:.:.:.:.:"':':':"':: '.:.:.: .:.:.:.:':.:.:.:.:.:.:':.:.:':.:.:.:.:.:.:...:.... :~:::':':~:I"':':': W...If:'.. ...:.... ....~. + ...r...... ............................. ....................., '......... ..........\.... ~ '.",:.:::;:::;';:;:.;.:.:::':':.:,1,: :;.;.: ::;:.:;:;:t::;:;' :::;:::::::;:::;:;:;::::'::. . '"':::::::::::::::::::::::::::::::::::I:"::::::::::,:~;:'::::" I I .:::;:::::::::::::;:;:::::;:;::::-!-! .'. :::~::::::: '::::::;:::,:, I: 11::::::::,::::::1':::::::::':::::::::'\'111:::::' :::.:::::::, '::;: .A ~ ~ ". .,..............'...............1..\................................ . .... ....................................................~..,. +. ..........'01........................... . ....... ................... '........................,.......... ......~............ ..... /. Ii ~ ~~ ... ............. ..\..... ........... .......... ......................~:..... ....lII;I\........... .. .... .......... .................. ... ......~... ~ ~ "..,:.;.::.;.:.:,;.:.:.;.:.:.;.: ':':':':':':':':':';':'"'':::':':': .:I:t;.I\.;.:.:.:.:.....I.:I:I:.:.......II'.....d.:,., ,...,..........'..,','.;...:.:.:.:.:.:.:':. ':':':'.',' ,:':':':':':':':':'. ,:.:.:.:,:,',:.',:,:,:,.,:,:,:"",:,:,..,:,:,:,,:.',:.'.:,:, :.:': ~ oN . ~ ~ . .. ..I...... ..,................ .... .....~........ .........I.~........ ........... ...... .......... ....... ............\....\...... .. ~. ;:- ~ ,.,:.:.:'~:':.:.:.:.:.:.: '.'1:':':'-:':':':'::':'.':' :.:.:.: ':':':'. .:.:.:.:' ".':': ":':':':'. . "." .':'. :':':.:.:':.:':' ',:.'.:,:.:,:.:.:',:,' . .:.:.:.:.:. ...:,:.:.:.:,:,:,:,:;'-'.:,:,:.:,:.:,:.:,:.:.:.:.:.:.'.:':'::":""':1"":':':':~':':' ~_I Q ~ ~ . "'J""'" "f .."... ,..,.... ,... ... .".,. .,......",. .".. ,.."" ,........... .~.,... ~~~.,...,... tit ..." ,... . ,.. ....,... ..~... III 1lO. ................... ... ........................ ....... ......... ..................... ............... I.........'. ...~....... ...................... '. ........., ................... ......................................'r......~......... ...., \ :-oe ~ i"""", ... ,..,. . .... .,." ."......., ........, ,. ". '\'..T.'" "..,.""" ",.. ".".... ....,...........,.,. ",., .,..,\... ~! ~ ~ ~ :...:::::::::::.:.. ......:::::::::.;:::;.:::::.:.. '. :::':~I""'::::::::::::::~: ::':::::':':':'::::::::::1:::::::: :::~'1t ::::':::::::::::::::::" :::::::::, .:::::::::::::::::::..:::::::::::::::::::::::::::::::::::::::::. :::::::: ::::::::::.{:: \ ~ ' ~ . :.... ....:::::::::::::::::::::::: ::::.::::.... '::::::::':'::::~'..:.,:::' ":::::::::::I.:::::~~l.:.:. "::::::::::::::.::::*. ':~:::"::\'::::::::::::":::::::::I::::::::'::::::::::::::::::::::'::,t::::::::.~:::::::::'. :::: ~ ::l .~-" .... I I . ... .... ....... ............................ ........11.. '.......... ........................ .........~.;-x;.~..................~:.:.:~..:i........................ .........................................,.........w.... I ~,\ ~ ....:.:.... ...:.:.:.:.:.:.:.:.:.:.:.:.:.:.. .:.:.:.:~ ..:.......:.: ::::::.:.:':.:':':.::.:.: ':.:.:':.:'.....:':.:.~ ~ilI':':':':'~~ ....':.:.:.:;(:.:..:.:.:.:.:.:.:.:.:.:.:. 'i:::.:.:.:.:.:.:.:.:.:.:,:.:t:.::.:.:.t:.::.:.:.:I:':.. II ~ ~ "::'::':''':$:':':':':':' . :.:.:.::....: ". .:.:.:.:.: :..:.:.:.:.:.:...:.:.:.:.w.:':':':':':I:':':':~':"::':':':.:.::t."~~I" ..~:,:.:.:.:,..:.\..:.:.:.:.:.: :':':':'. :J":': :.:,:.:...:.:.:.:.: :':':f:"::':":j':''':':':,'':': l.I ii1 ......;;........ ...... .......... ............:.: ,.................................... .........~::................... ...... ..]........... ......... . ... ..... ....... I- II ~ ~ · "':'::i;!::::':::.:::::::::'::.::'::::::::::::::::::::::::::.::.::::::::.::::::;:::::::::::::(::::::::.::::\:::':::::: .:::'::::::::::::'::::::':~::':::::::::' ':::::::: :::'X:::::::::':::::::::: :::X:::'t": ::::t::::::::::::::::::.:::..: ::.::::::::.:::::: :::::::::. ':::::::, ':':::::: .:::. V 8 . ......;:::.:.:.:':,::::::::.:::::::::.:::::.::::::..:::::::::::::::::.::::::::::::::.t:.::::::::::.:::.::::':::'::: ':;::::::::::::::.:::.:.::::::::::::::::::.:~::::::: ::::::::~'.::::::::::::::::.. :::f::' ::':f::::::::::::::: :::I":~:::::::::::::::::'::::::::' .::::.::.:::. ::::::::::: ::::.~ ~ ' ",'.'.', ,','.'.','.'.'.'.'.',',',',','.'.'.'.','.':,'.' .'.'.'. '.','.'.',','.',"'X.",'..,..", """"'.'..,',',',','.',';-~',','. ','.','.', ,'.',',..'.'.'.'.', "..'" ,.,.~."'.."'..".,..,.,.. '"1/J.',','",'.',.,'.','.','.'.', I"""""~"."".''''''''' ~- \ \. ~ ............................................................ ................:f......'~...................:~:~~..:............. ................... ..\......... '.................... .1.'.............................. .......\...,.......~....., \ :: ~ . ...:::':::::'::::"::::::::::::.::::::::::::::::::::::::':::'t:::'::::::::::::.::~:::.:::'::',,:,:::::::::::::::'::,::::::::::::::::::::: ::::::.:::r:'~i::::::::::::::::::: ::',::::: ::::. ::::::::::::::::.:::~:: :::::::::::::::::::::::::::::::\0'::::::::: i:::::::::::..:::::::. ~ ~ . ............................................................................;f.............................. ...................~.J./................f................ ...... ..........!l;. .......... ....\..... \......X.. ~.. ...,....... . , ,... . . . . . "~ ....::..::::::::::::::::;:::::;:::::;::::::::::::::t::.:::::::::;:::::::':::::::::::::::~~::::~:::::::::~~f:::::::::::::::~':::::::::::~j ::"':f$:::::::::::::::::::::::::~t:::::::::::::::::::::'::::::::i::::::::::::t:::::::::.::::{::: ~ ~ ":~;::::::::::::::::::::::::::::::" '.......:.:....:'.::..~::::::::::::~:::::::..,..:..::::.::::r.~':::::.::.:::::::: ...:.::::::::::::.. .:::. :::..:::: :::::::::::::::::::i:;:'" ,:::~:::::.::.::::::.::t::::::::::'::I:::::::::I"\::':::: / !Io\ ~ ,.;- . '..~.:.:...;.:...:.:.:"""': .1:....:.:.:...:.:...:.:.:..\.:.:.:.:.:.....:..: :': :''':''':':':''':':'f4j'':':':':':':':':':':1 :.:.:.:.:.:.:':.: ,':':~I :':.. ':':':':':':':':':':C":':':':':m':':':':"':':':':';:':.:.:.:':.:~.:.:.:.: ..,:':':':' \ I ~,\:~ iL \ '\ ~.:.:.:.:,:...... . ...:..... \.:.:.:.:.:.:.:...::.:::.:~:,:~...:,:,:.:...:.:.:.:.:.:.:.:,..:,:.: ".:.:.:.:.:.:.:.:.r.:.:.:.:.:.:.:.:., :':.:.:. ''':':':'f:':':':':':':':':'~':':':':':' "':':':':':':':':':1':':':':':':':~':':':'" ':'~':':':" ~ "\ '" ":::':::::::::':::::1':::::::':" ::::;:::::::;:::;':'~::::::;::~;'i-~'::::::;:;:::;:::::::::::::. 'A' ':;:;:::::..;:::;:::::::::;::::: .::::::: ::::.:~.:::::::::::::::::::,.::::::::::::::.:.... :.:::::::::::::::::::t'::: :':::::::'~:::':: "::"~::::::::' \ I \ ,.,.",.".. .",.,.,., "l,"~"""""""'" ""'J...,,,.,.., .,.. ,. ...,..".""."., "..,."" ..,..,. I"~ '" .." , \ I ' . ~...................... ..................... .... .,.....................................I...............,~................."... ........ ..... ...................................~..................~.......... ..... ..... ........., ~ \~ l\~ ~ \ ~\ ~~ \ \~"\ ~~~~\: . ~ ~.:::if.;::::::::.:::::::::;:::::::::::::::::::.::..:.::::::~::::::::;:::::::::::::::;:;::::::::: :::;::::~:::::~;:::.:::::4~~.. '::~: . :::i:::::::::::::::::::::::::::::::::::::@$:::::::::::::::::::I::::::::::::::::~:::: '::':::~::::':::: ~ \~ ~~\ \ '\j ~ ''\ '\ '\ '\ \ :'\.-, ~ \ ":'::':':':':"':':'::':''':':':':''ojoi~.:.:.:.:,:.:...:.:'':':':"':':':':':':':':':':':':'f:':':':':':'~, :.:':.:.:::~::.:.:.:.: '..:, :....:.:.:.:.:.:.:.:':.:.:.:.:.:.:.:.:.:.:~:':...:.:':.:.:.:.:,,:...:.:.:.:.:.:.: .:. :.:.:.:..:...:.:': \ID-. 'lift """\ I , ,.:.:,..,.".....,'."..,'.,,'...,,'..., '.','.",", ',','..,',.,..',....',.,',.,'.',.,,',',',....',' '.',',','.' ,'.','.', ,'.",' . ..,','.....'...':...',',..',.....,..'".,.....,'.',.,',.,',"'1',',','."'.','.'. '.' .'.',',' .'.'.'.',' C\11 ~ ~ ~ .... .',','.' ','.',','.','..'.'.','.':..','.',.,.,',',',','. ','.',','.'.'.'.',','.','..',", '.'.',','.', .'.'.',',','., '.',' , ...".....,.",.",..,,"...'1 ""'1""""'" .." ..", '\ iii ,\. ~,\,\, \ ~. ........... ..... ........ .................. "0" ..... .....,.. .. T...................~............,.........~... ..... ..... ~ \ f\f!! ~ \. \ '\:\ ~~ ' : ':':':':':':':':':"':':':':':':'~":':':':"" ... "':':':':':':':':':':':':':':':':':':':J':':':" ....:.:,:,:.:.:.:.:~.:.:...:..I...~..:' J':':':':':':':':':':':"':':':':':':':': ....: .:,:.:.:.:.:,:.:.:..:.:,:.::.:.:.:..:,:.:;..:.:.:.:t.:...:.:.: ~ ....,..,." If'"~ .,.,.., ,.".""".".,. .., ,.,..".,. ''f'' ,.. .....,.,. """""'l"~""""'t.""""" ,. ""..." . .........~. ........... .... ........... .. ........... ... '1' ..~....,......."..,..~.,..,..... ..'.....J... .... ..... 1Il '\ t\ "\ ~ ~ ~~ ,~':'~:.,...,'..:.:':,.:.::,',:.:,'.:'....,:..'.:,' ,.:,:,:,:.:,:.:.:,:,:.t:.:...,:,:,:,:.:,:,:.:,:,.,.:.,:':': ~; " "':':':':':':':':':':":':I:':':':':'~"'::':':':':':.:.' .,:,::.:,:,:.:,:.: ':':. '.:.:.:.):,::,:,: I ~ ~ '\ ~ ':':...!................ .............. ............1' .. ......... ~... .. ........, ..... .., . .......1............ ....~... ~ \ 1\ '< ,.~ " ~ ~ ' :::::.:::.:::::::::::..::::::::.::'::::.::':::::::::::::.::'::::::' :...::'.:.::::::::::: '.:::::::::::::::::::::":: f.::::::: : ....: ..,..:.:.:.:...:.:.:.:.:.:':.:...:.:...... :.:':.:':.:.:'..:\.:.:,.....:.:':..,:.:.:. ,:':':.~:.:.:... \ ~ , \ ,""""" "~'"' ".".,..,..".,.. .". ,... .....,.,.,.. !'.'. ,. I'",. ..,...,...".., . .,~ ""","""", .1.1... ..., "" , . .......... .............................. .. .............. .... ... 'r ..~.... . ............ ..........,.. ...... ........ .... ,,\~!\ ~ ~, . ................................. ................................................ ........................... .............. .... ........................................ ......'.............,................,................. ......... . . ,"- , ',',' ,',".",",'.'.','.', '.',','.',' ',',',','.',',',",' ',".'.',','.',".',' ','.'.',','.','.','.',',',','.' ......,',.. .'.'.", ,'. ,'.',','.',','.','. .','.',',',',',' , ..', ,',.' ','.',', .','."'. .','," '.'.",'.',',',,'.'.',', 'l. \ . ~ \ . .............................. ..................................... .................. ....... ...............,.... ..... '.... ..... . .... ........ .......................... .. .............. ...............~................ ........ ,\ ~ 1'\ . \ 'I.' ............................................ r.............. ..,..... i'" ................. . .......... ... .....1........ .... ~\ \ \ '\ ') ~(\ ~ ~ ~~~ ~ I ~ ' : ~~:~:t~:~:~:~:~:::~:~:~:t~:~:~:~:~:~:~:~:~:~:~:~:~:~r:~:~;~:~;~:~:~:::~:;:~:I(:~:~:~~:~:~:~:;:~:~:~:~l:~l:. :::::: :1' ::::{:::::::::.::::: ::::::::::::::::ci::::::::::::::::f.:::::::::::::::::~::::::::: :::p}::::: \ ~ '\'1 \ I 'J., .\ ~ ' ........ .......... ............ .... . .....i. ...............\.;':':'i.. . .....,.,........... ....................:;.;.......::j:::.......";L.:... . ~ ~ '\;~\ \ '-\ ~ ~ ' . :':':':':':':':':':'::':':':':':':':':',':':'.':':':':':':':':':':':':':,':':':':':':"',': ":':':':':':':':""':':':':':~":':':" .:':' II II .11 "" 11111:'::::::::,::::: :::::::: .:,::':::.'::' l~'\'\ 'l. \ " ~ .~ .............................................].. ................ '~:~... .~.....~!......, .............. ........ .. ...~.. .. ..;:.:... ~ . \\\~ :G\J'\ ~ ~ \ ~ ~ ~\.", ~:.:::::::::::::::::::..:::::::::::..:.::.:.:,::::::::::::::::::~::::::::::.::.~::::r :::::::::::::::::::::::::.::. '::: .:::: :.I:::::'~::':::::::":::: :':::::::::::::::::::":::::::::::::':'~::':::::::':::::t::::'.::::::'::~::':::: lo \\" ~ ~ ,~~"',. .............. ............~......)..I ................... ......\....)......... ..........................)....,........ ~.\ \ . ~'\ ~~" ~,.....,................... .."'.............................'tS...........t.....':a:.I'..............................~\" ....1..~.......4.................... ........... ..... .'......t...............f'............-r......' Iii \'\ \ \!\I \'\ " ,~ ;-,,: .. ':.:.:.:....:.:,:: .:.:::::::::':::.::.:::::.:::::.:::::::::::~.::::::::::~~.::::::~ ::::::::::::::::::::::::::::::::)':'. ::: :: :::::::1 ::::::'::' .....:.:::::::::::::::::::::::::...:.:::::: .::::::::'::: ::./...:.:::.:::::.... :::.::: w ~ 01 ~ ,\ \, ~ ...... .... ..... ... ........ ....m:,.....z:....'" ............. s;.:, , ....t........ C.:..... .. .......... ........ ........b'.... ~ ~~ \1. ~1l1\1\1\ "I. ~j\;:\ ~ ~ .,. ~:::::::::::::::::::...~.:.:::.:,:::.:::::.::..:...::::.:.::~:::::::::.....:::::::., ::::::::::::::.::.::::::::::~~::..:.:: ::.:::::.: ::::::::::::::. :::::::.::...:::.::::::::.:..:::::::::~::..::::::::::::l'::::::'::::'::'l"::::{ I '\ f\ \;\ \' '\" .'.,.....,'Nft.,':":':;',' """"""""""""'i""",,','J,',"""""'","....'.',',.'..,'.',.., ' . ~. ,. ."" .'.I".'....,..,.,.~."..,"r.",.t.., "" N \1\1 \ , '\\ '\ ": ,','.',',',".','.'.'.',',".' ",:~ . ',"ttIi. '-Hft'.' "'~""'I""'" .. '.','.'.'.'.'.',','.',','.',',', " '.. .',. ~""""""." .'.' '.' ',' ..',' ','.','. """""'~""""',.,....' ',',',',' '.'.. .',',', · \ ~ ........ ........... . .............. ... ........... .1................. ..~... ....... _::................. ........t........ .... _ ....,.......,.,...".'1.1..'...".......'.,... .,.."....,.,.., """""""'1"""""""""""""""".' / \ \ \1 .'.','.','.',',',','.','.'.,'.'.','.'.','.'.','..'1/1.',.....,'.',',',','.', ','.'.','.',','.',',',',' '.',',',','.'.'.',',',','.','.','.'. .'",','.',",'.',','.',',.'.'.'.',':.'.',',','.',.'.'.','."....',...,.,'.....",.'.'."..,.,.'.',',' ~' \ '1\\ 1\'... ~ ~ · 1.......1.'.:':.:.:::::S:::::::,:::::::::.::..::,::::~::.::::::::::::::.. ;::':::::;:::::::;':f.:.};,;..:::::::::::.::::::::::::::::::::~::. :'If. ':.:::::/:::::::::::...:"':::::::::::::::::::::::::::::::~:':::::::.:::::'.:,::::::::::::.:::::::: I ,\! ~ \,\\t \ '\ \-to" 'l . _~'h ... . , . e~':':''':':':':':':':':''':':''':':':''':'':':''':':':':':'::':':':':':':f::':':':':':':':':':':'::':':':':v:~.w ",:.~:.:.:,:.:...:.:.:.. :':':':':':''':':':':':':':':''f:'::':':':':'~:':':'':'::'p..:. / N\f\N , ",\ 1\ !"\,' ,I\, ~ ":':':'.;':':'. '~.::..:...:.:.:...:.:.:,:.:.::.::.::,:.:.:.:.~.:.:.:.:.:.:...:.::.:.:.: .:.:.::':.:.:.:.:.:':.:.:':.:.:.:.: :...:. ,~.. .. .................., '~...................... ...........,..t................... I \. ~ ~ \l\\\\~'l,\ '. ":':"':':':':':':':'::':',:.. ........:. ......:.:.:.:..:.;':.:.:.:~.:.:.:.:.:.:.:.:.:.:.:.:.:J:it~. ......:. ':'l:':'::':':':''':' . .:.:.:.:.:.:.:.:.:.:.:..f.:.:...:...:....:':...::.::.f.:.:. / / ~~ \\ " i\\\j,~ " " \. ,,'\1 '\ lo\ ' ..:.:.:.:.;.:.:.:....... .:: '.:. :.... ..:.:.:...:...:..:.....:.:.: :':':':':':'. ~.:.:.:.: ..:...:.:.:.:.:'1.....:..........: .' ..:.:,.. '.:.: ':':':':"':':':':..,:.. :.:.:.:.:,:.:...:,..:.:~. .:.: :': :.:': ~..:. :.: :.:.: ..:':':" ) ..\~ ~} "" ''\ "_\. ..... '\:\... ,',',',1.' ..,.','.','.','. ',,'.".','.',",',",'. ".,'.".I"""""""""t""'....".,..".,"..'t.'."'.,."'.".".'I."."~t"." .',','" .,,'.'.', """"""'1'1""""""""""'" I,','.'. ",.'t,"""'."'f:""" V / ~~.c 1'\1'\1'1 '\ ~ '\... .'..1""""........".,.".'."'..'..,.".". ",,""""" ,.",.,." "" '"'"~ ""1' ..~'.'."'.., ""."..., ,...,., ,....., .,:':. / .~" .~ 'I'':: ~"\~~'\,,\ ~' ...........................................................................~..................................... .................... .......................... ...y...............' .......................)'......................... '...... ( f7'o..... / ~ . ~\ '\ \. '\ \ 'i~ ~ \{\ ~ '\I ~ .\.... " I ' : .:.:::::::::::::::::::::~::::::;::::::: .:::::::::::::::::::::'::::::;~::.: ojo,": '::::::::::,::::::::::::;t:::::::::.::;::: ::::..:::~::::::~:"" ~::::::I ':::.': :::::::::::::: :1" :::::: :::.:::.::::::::~:::::::::':::i..:::::.::::::: .:::::::: r-- V ~ \ \ \.. I\.::\ ..~ "\ \\ '\, """""""""""""''9~'"''''''''''''''''''''''"""""""""""""'~""""""""""'t"",..',.,........'..1"...."'.'" 'I,'.'.', ."..... ":"""""1' '.',', '.','.'.'.""".'.','.',','),','.',' .',,:J,..,'.' V CS "" 'I.' \ro, ., " ............... .,.. ... . .... ................ ... ........... ........... .'t....., '10:':" lll\.',' . ....... . ............,........ .......f.... \ . ".'~" 'l f\ . .':':':':':':.:':1:':':':':':.:'.., .,:.:.',:,::,:,:.:,:,:.'.:,:.:,:,:.:.:.:,:,:.:,:.:.:,:.... ..':':':':':':':':':': :':':':':':':.:':'.':':. ~.:':':.:.:': ' :~~:.:.: 7.~,J, :':.:':':':.:. " .:':':.:.:':':.:':':':..:':':.:.:.: ':':':':"'."'.':':':' ~- -S ~~0 ~ ~\ ~ \ \ \ '\j,\!~ ~ \i\\ :l\f\ ~\I\: .....:'::::::::::::::::::::::::::::::::::::::::::::::.;::::::::::::::.:::;:.:..::::::.:.:.:.:....::::M~~::::::::::::::::::::::: :::::::::::~~ '::::::::'f :::::. . .:.:':.::::g....::::::::::::::::::::::t:::::q:::::::::~..:::::.. / V / ~ , ~~ N ~ ~~ ~ ~I'\j'\ ~ ~ \~ '\ '" t\\ \ ~ : .....:'::::::::~:~:~:t~:~:::~:~:~:~:::;:::?::::~:~.;:;:;:::}:::~:~:$f:::';:;'::::::::~::;::::~:~;:I~: ~;~:t~~~ ':::::::::::1'::.(:,::::, ... ':{::::::~:::::}::::.:::::::::::::::~::::M:t:::::::ill:::::': / / V ~_ ~ ~. '\ ~ l0j~~ \j :-. 1\\ N \/\ 1\"-1 : ,.....::::::::::.:~::.::::::;:::::::::::;::::::~~::::::::;:;:::;:::::::::::':::':::::::::::;:::::::::,;:.:::::';':"~:::::::::,, 'J':::::~~ :::::::(t::::::::}:::::::::.: ,:::::::: ..:::::-:::~?' V / / ~ ~ ,\':\ .\,\1 ,,\ . ';' ,}..;J . .............l.:.~............. ........ ....~.....'....:iI ......~.... ..,...."'.., ~ / ~ i ~ ~\ J~ ~~},\\\~ \:i~~\\\'~ ~~~ ~'l\!'<l: . . ::::::;::~~~~:::::::::~::::::::::::.:,:':':"'......:::::::::::::'::::::::,::::::i:":,::~.:::::::::::::::'::::::,:,:,:::,:,:,:,'::::::':i::::.:~~:::" / / / / V ~~'iIa. l!s ~ I~ ~')< ,,~ ":':':':':':':i'::~:':':':':':':':""""':""I"':':':':.,':':':',':':':':':':':': ':':'~~:':"':':':':':':':"':':':"":':':':':'I:i":.:,:,:.:~..' / o~. [\ , t""I~~., '\ .........'......i.....................'.. .. .......... ......... "lilii' ..... ..... ..........t,/....... '/ / <Y ~~ [';..' ~ ~ ~ ~ ~ ,\ '\\ \ \ \ \ \ .'(~::\' ~Y('V\ rv.\ ~ . ",:. '.:::: .... '.:::.:." g''':'::::'];%:'::::::::::':::::::':::::::::::::'::::::::~ : :::::'J~,!t:::::.:::::::::::::::.:::::::::.:~::::::::....:::::;:;:?::. V / V ''I:~~ :\ \ \ \ \ \~ >( \ '\ ~ ~ \. ' . ,," ',' ~...""r'}.'~~t:I...A""';i . m;""~~""""""""""I',I.'.'.'.'.' ,','.'.'.''/::' I \ \ \ ~ 1\ ' . .(\, h.. \: ,,~ ".,." , \ . ... nWoII'olQ1"..,.'VR..lT..... roo,:.:.:......~..... .. ........'..' , l " ~ \, -...: s.- _-, , '\-".=--~" ....., X' .\ . ..... , r:7'H;..~;;:;:;<:.. ......;,r,-... / {j ~~ ~ ,\~\ ~~~~~~~~~~~. :.~l~ 1Il~:~':~~\~~'\~Wl~'" ~;..~ ~~.:::.:~.;iilliii..' \'i'l iiii iiiiiii\iiiiiilliiii\i\ iiiiiilliiiiii'b\ V/ V ~ i ~ ~ I-.~ l\ \ ,\ \ \ \ \ \ j.l'?"'" 'WtJ:Lrml1 \U; ~Il 1'1 TTTi 11 l1l::tnlll Ll \ II II II II \\l \ \ \ \ II \ II II II II II II II \ \ II \ \ \ II \ \ \ \ II \ \ II \ II \ \l ~ V ~ \' ~'~ "9 ~~ J\ ~ .11'\\ .__.\~\n\v\ '\ Jll \. \4, - \ \ 'JR."": \\ "CT'"'&.\~ .\\\\\..\\\\\~ \\\\\\\\\\\\\\Y\\\\\\\\\\\\\\\\\\\\\\\\\\\\\~ / a=~~~~Y.~~l_.~_~~~~~~ ~_,~ \ ~,~~~~ . ~.... // O~ NOU03S .:10 3Nn J.WONnoB HJ.lION / ~ i' I~ ~'11' .~ ~ ._~ ~~~~ ~~ ~~"C~ ~ M ~ ~ . ~i ~ Ie ~~ I q ~e ~ ~ ~ ~ ~ ~ f::: l!s I:t III I ~~ I:: cj ~'l ~~I012 as...~ ~~ ~ ~I' I:. 1 ;1 ~ ~ ~ ~I II~~ ~i~~:~ ~~ ::I I " ~ ~~ ~~ ~~~ I II I ~~I i ~~ ij~~;~1 I I ~. ~ ~ I II I ~~~ ~ ~~i~ .~ ii~ i : lP: nh ! II i I . . I I U i I! 5'~'5 . ~! :Iil: ~ ! I 3nN311'r/ LlfL6Z I~oors: :=::::-.... ;:I:: , ~ gs ~i ~~ ~i " C/)f! ~ ~ ....... (Q (Q BASIN S'W (AREA - 1.591 ACRES) ~ ~ ). ; i ~ ,... .... ................ :::;:;:.... .......... "....... ",., "".'.'.'.".'.'.'" .., '.'.'.' .,'.'.'."" .., I..,. "..., " .. ,.., ,...",.".. ". ,.. '"~ .....,..",. ......, .,.,.". ,...,'."..' '" ., ., ." ,..." .. ., . .. ." "., ,., ,.", ,...,...,.. ... .. ...,., ., '"' "." ,..,..........,......,. ...."".,."". ". ,..,.,."... "... ,.." .."., .,. '"~ '" ,.. ",...,. ..,...,...,..,.. ,.., ..,."., ,'.', ""'"l'" ,..,..,.. ,." .". ..".,.,.' ",....",.",. :}'~{ ":~""'" ....,.,...,. :.:." ...... ...... ... .......... ....................:.:'..................:.:.:.:..................:.:., :':':'. :.,:.,.',.:.~.:':.:./ ,. 0,:.:,,:,:,:,:.:,:,.,:,:,:.: :,;.:.:.: I': ~ \1 \\ \\.... \ 'WETLAND DRAINAGE (AREA - 1.140 ACRES) o II X / ~ o ~/ ~// A o - /fA 11 11 - 2. 1 R ~ ~ ~ ~ ~v /~ ~ t / , REV DATE DESCRIPTION ~ EXISTING NODE DIAGRAM VELVENTOS WEST SUBDIVISION 3311 66th St. N. CLEARWATER, FL 33761 Sheet 6 of 9 JOB NUMBER: 9-1 GALEN JAY HOFMANN . P. E. 8620 AIRWAY BLVD. NEW PORT RICHEY, FLORIDA 34654 ~ ~ II :: ,..... ~ -.l D (I) fa ~ 85 0.: ~ @S <: 3nN3/\'v' LlJL6Z I ~OO'R' ~ 0::: o <:~ ~; ~i CJ)~ \ \ :S ~ (Q (Q - 1.300 ACRES) BASIN 1 (AREA ~ I ~ ~ i \1 ~ ~ . ~ / ~ i i i ~ It.. ",' of /... /1 I .... . I I I ::I / l:tr! (<<-gr S3f)Yd 'W >laos. J't'7<IJ .... ~ .... ~ I IE fJNION'v7 saOOM!IE .....i Il ~ . . ~ { ~ / ~ ~ ..... ~ R. '... I\. .... \~ ; ~...- -...... -. -..... " '- Ai ." :?:::::::ii:~~";::~:I::::::::'::::::~::::::::ii~ ~ \'\~' ~ -, III I . ,......... ...--. I .....11..1 ,\ \ I. . ....i. .......,........ ........ ............. .......... Ii \ ~. " ' "7J\'"",' ~ 11/ '::;:::::i::::::::::::::::::::::::::::::f" ';:l~~~:~:~::::':':::::.:::~~::(':::::::}&:::::::' .. \\\' ~ >-- .................................~:~~~~ .......;.f,o......... ....................... .....,. ..................~....... . n _ .' ~ ~I '" r~ iJ7' _ ::::::::::::::I::::::i\i~.... ~~:~ ::::::::::::::::::::::::: ::::::::::::::::::::::::::::':':'.::: . "::::::::::::':'::::'. \ .. . ... ~ ~ - .[J; ~ _.~: - ':..J !I::i:: '::.:.:.:,:,:.:.::': :..:.:.:.:..:,:.::. ':"r'~:""@:::;:;:;:;::::::~:+;:;:;::~::::::::::::::::':~':::":':::':::::. ~ ~.10 .I /. .......:.:.. ,-,:;~ :':'r:':':':' ':':':':':':':':':':':':'. '.....:':.:.:.:.:.:.:.:.:.:.~:::.:.:.:.:..:.:.:.:.... ...... ~ ." ..; // '/ ~~::::.>>:::.~~~. .Y. :::~::::::: . :.:.::;::::::::::::.:.:':.::::....:.::::::::::::::::::::::::~::::::::::~::::::::::::~:::::. '-\ ~iDtl _ .~ :;'. III: / ... ^ - .............".... .~.... ..".. "...."....".....\".:~..........- "Ie = ~ AJ '7 /, /. ,. \..: .......:~~'......................... ........... ................... ..................................... ........,............ ..... v ..i' ~ ~. ,;. .' h ,. '/ ~ :.:.:.:,r,:.:.:,:.:.:.:.:.:.:,:.:.:.. .:.:.:. ':.:.:.:.:.:.:.:.:.: .:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:. :':':':'\:':':':':':'~':':" ~ ..\,.....,......'., .I..tl '"I.t'""tl""II"I'I'"'I"II"'~'I"'111 ~ ,. .. / II.. .................... ..,,, ......"". .........,,,..,,..,,,,........, ... .. ~. ...' " . .' . ..."..".......... ..,... .......... ....................~....~...... .. " ... ~ ....... 1C'\i .:"......". ""'"111"""""" .,.,. """'0"",'.""'1""11""1"" ""l ......... :,'. Q \, . :.' .-..' I .aM/. // /. Asr\.J ....................................... .~.......... ~..!................. .......,'............................... ........ ............~..... ~I ~ ~ . \, ..., . . . '.. ,. . ..~.:.:.:.:.:':.:.:':.:.:.:.:::P:f:.:.:.:': :.:.:.:.:.:.:':.:.: .:.:.:.:.:':.:.:.:':.:':.:.:.:.:':.:.:.:~.:.:.:.:~::.:':':':'r': \ ~m ~ ~"..". ;: .... ~ _ ~..r/.z :\tt{:::::::::::::::::~.. ~::::::::::'\":::::::::::::::::::::::~:::;::::::::::::::::::::::::::::::j:::::::::i:::::::::::~::::: \ ~~ '\. I , , ~i:::~':':':::::::::::::::::::::':If. ':~':':":":':':':':':':':':':':"~:':':':':::::':::':::::::::::::::::~:::::::::i:::::::::'::::::' ~ ::I ~ \ I - :..:..... ':i.:':':':':'~':':': ,~:.:.:::.:. ':'. ":':':':':':':':':':':'I'~:':':':':':':':':':':':':':'i:':':':':'~:':':':':'~:':': I ~\. . ,..,. I .........D.. I ........: ".,',',',',',','.',':,',' '..........,.,',',.:,'.'...."1."'.'...'\,'........:'.'.., S 0, \' r\ \ \ ': ~ .1.:.II'..':~:............,:.,:... .:.!.'....... .:.~:.:.:.:.:':.:.:.:.:':.: :ti:':':':':':':':':':':':':':'j"':':':':'!"':':':':':i' :':.: ~ ~ ~ ~\\, , :". \ ',. ' '" / n h ::::::::::X:::::::::::::::::: .J:::~ :::{::::::::::::::::::::...:~:::;:::::::::::::::::::::::::- :::::::::-::::::::::-. :::::. v' a " '-'" \ I III I . ................. ..... ......... '''f~ ....i.....................'~.:~f............................ ........... ........... ..... ~ ~- 1'\' · :'.. . I r/ . ~v ~ t: i~ttf~1}::ffff~I-\~:~: f~~t~~~~~~~i~~~~~~~I~~~~~~~~~~~~tt~~~j~I:~~~~:~~~:~~~~~:t:~~~~~j~~{~~::. \ ~ .' "" ~ ...................... .................. ...,... ...:~....................)!O!.:~...............................~............~.............t...... : l... / /" - t1:J................... ................... '. ... "$'" .....................~.:l!l::...............................I.............\..............}....... ~ ".J. I. ................l...........~ ..... ...........................~'ti..............................."............\'.'...........~...... ~ ~ " ';j' .' t"i -...... .IIP ~ / .:::::::::::::::::'.::::::::::::::':" ':::.::: :::: '::::::::::::::::::::......::::r.:;;::'::::::::::::::::::r:::::::::::::~:::::::::'i'''''~:::::::: \ """'"t'~""'"I" ,.. ........I...I......'.'.~......I'.)'...... .... .... 81 = . > .' I" / ................... .................. ..... '..... '...................t:l..........~................................ ........ .. ........ I ~ \\ ..' . ....... IIX: ."...." ..."".. . .". ... '''.....''w''.''ci.....''''~.."....". ".... ! ~I ~ \ · ~ .(:, _' - - ,,,'w , .~ _' . ~:o '~tt@ti:IIIr~: . &:. :~J::III:!I:Itl#.i:IIIltgJ@;jI"'::lWt::.,X / i \~~ ~ .... ~ - I ~ ~-- - I h ~~ = ::::::::t'j:::::::::: :,......: ~:~ . :::1.:::::::::::::::::::::::::::::::::::::;t:::::::::::::::::::J::::::::::::::::~f ':::::::t:::::::::. ~ // N ~.~ t-~\ \' '.: f - --I - -.~" ,.h/ 1,//'/,'/./// //~'I'i~ / / ~ r~:~:r':.:::::::::::' ::f' ::. :',:::~ ,.r~:~:~:~:~:~;~r:~:~:~:~:~:~:}~:~:::::}~:~:~:~:~:~:~:~r:~:~:~:~:~:f/~. }}t{:~:: 0 _ /~ 11 11 ~~ .... ;\. ,\ \' :.: -......" 1!Iif! u ~ /, .:.:.:....:::::::::::::::.~~.::::..:. .....:. l':':':':':':':':':':':':':':':':':':':':~':':':':':':':':':~':':':':':':':':'1:':': .:.:.:.:.~:.:.:.:': A - A 2 1 R o 1\.. - - "," '.... ................... ...... ....... ............................................ "................... ................. ..... ........I.......... A. = 1. .. .......... . ... .. .,.................. ......... ........... ..., I.... . ....". """ ~ \__ff,.~, . ~ :>< " r/ . ..:::::::::::::::::::::::t.t..:::::: :.., ..... ':':::::::::::::::::::::::::::::::::~:::::::::::::::::i::::::::::::::::::,'::::: :::::::.::::::::: ....o' ,,,o"" , l\ ,~' . ~ ~ ......................... ....... ..., ...............................................4.'........................................... ......:,......... ../o' ':":'. ..~ 1\ ,,';': ?< ~ :.:.:.:':.:.:':.:.:.:':.:..,:.:.:.:.~:.:.: .:' :':r':':':':':':':':':':':':':':':':':':''\:':':':':':':':':':':~';':':':':':':':'~:':':':':':':':':f':':':' ../' ',:.. , .... ~\\ ~ " ~ . " " :':':~::':'::::~::~::i:~>>':':':' .t: .:,:..:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:~: ':':':':':':':':':':J':':':':':':':':': ":':':':':':':':j':':':':' I . '\:" B 0 '\ ' .~' ,\, :0:.. ~ ~ ':'. ..........." .. :':.: ..;.:.~:.:.:.:.:.:':.:.;.:.:':.:.:.:.:':.:. ,",":':':':':':':':'1:':':':':':':':':~':':':':':':':':'/:':':':" . ::;:' ";:' l:: It/'~ \ \'"\ I' l.' ?< ..."...... ..... .. ... i' ...1."...." "".." "....."...........l.."""...". / /J V ,.. ." ~ ~ ,. ).., ~ V' \ \ \,. " '1' "~~ :::::::::~::::::::::::::::.:.. .::: :::::: :.: :::::'::::::::::::::::: ::::::::::::::::0:!-.::::::::::::::::t:::::::::::::::::'::::::::::::::::j::::::::: J t. ~ \ \ ./ : \, .."......"..", ,.. ...\...",,, "..."..'l:.:.;t".".........,,,. ..,,,,,.,,... J /" o', ~ ~ "\ ~?S ",,\ ~ '\ '" .... .............................~:...... ..... '~ ....."...... ....".. ".."".....~r y ... ~ ,: ~ ~ (. ~ ~'\\, ~~ ~\'\ ~\~\\ '\ ~ ~ 1\ ' \ ~ - ,~.}~:~:}~{:}})f ::~:~I.'.~:I :~:~:r:~:~{:~:~:~:.:::~:::::::~:}~:~:~:~:t~:~:~:~:)1.t~:~:~:~:}~:p~:~:~:}~:t:~:~:~::,/!_ . / \.. :l ; ~ ~ ~ \ \, k'1..\ \\ \ . '\ <. .,w::::::::::::::::::::::::::::::~:...f: ::. ::::::.1:::::::......:.:,:....:.:.::::::::::::::::::::::::::::::: ::::::::::::::::: .::::::::::::::::!.:::::::: "\'" /," ~ ~ " ~" ~ \ , ,.............................I.~....... .. .......{............. ..........................................................,................1........ ...... ~~. . '\. 'N" 1\,1 . ........"."'''~,,. ..... ..."......"....".........r"..".l"."...t.." ..... .1\ " {\J ~ ~ . ..........................'j/. '..,.. '. ....... ........................................................~................{......................... ""'.. .,' ~ ~:, ~. .'\!\ ~I\ I I ~ -.-J .....:.:.:.:.:.:':.:.:.:.:.:...... . : :': ~.:.:.:.:.:.:.:.:..:.:.:.:.:.:.:.:.:.:.:':.:.:.:.:.:.:.:.:...:.:.:.:.:.:.:.:r..:.:.:.:.:.:':'~:.:.:.:. 'o'" Ai' ~ ~;' x ~1':" \~. . :. _. !! -- i::::::::::::::::::::::::;:::::;..:. '::~ :::::;::I::::::;:::::f.:::::::;:::::::::::::::::::::::;:::}:::::::::::::::t::::::::::::::::f::::::::: '\;. to' .:X: 1\ \N l\\ \ ~ '\........ nnr ..."..".."..~. .~ ............ ......"....... "..I... "...J"......:l.... , ,.. ~ ' ..' iilIri . ....:.:':.:.:.:.:.:.:.:.:.:.:.:.:.:..: ,..~ .:.:.:.:~.:.:.:.:.:.:.:...: .:':.:.:.:.:.:.:.:.:.:.:.:.:.:..:.:':.:.:.:.:.:'\.:.:.:':':':':'J:':':':" ;:;' ':.: , ,~ f\J" ~~ ?< ..~. .:.:.:.:.:.:':':.:.:.:.:':':':.:': .:..., . . ~:: ':.:.:.:.:.:.:.:': .......:.:.:.:':.:.:':.:.:.:.:..:.:.:.:.:.:.:.: .:.:.:.:.:.:':' :.:.:.:. :;::/ :.:' - . ~ "'" l\ IS" ~ \ \ ~ ..' ~~. ."......"....,J,.W:,:.'. .~......".. .'i:lCo..""..".t"...... ............ ' " ~ . ,\ ~\ - -- """""1"'" ~'':' ..!~ .. .,....... "'............. """""""'~l"" .. .... :! iJil'q) i--\ l\\:!1 ~I \ ................................ ... ~ ....................... '.,........................................f............t...... /::: ;:: 21 ~ : 0/ ~ 1\ ~~ ?< ... ~~~.:5:..." ...... . ...:.:~,.:.:.:.:.:':,:.:.. :*:':':':':':':':':':':':'r:':':':':':':':":':':':':':.:,.:,:.:.: I ;:; ~,::; ~ ~ . '" ' \ ' "lo,[ \1:1 ~ 'X ~ _.-. .:'f.~..:" :'...: ':.:. :':':':':':':':':.. '!:.:.:.:.:.:.:.:.:':.:':':~.:.:.:.:.:.:.:+:.:.:.:.:.:.:.,.:.:.:.:. :;: ;:;':> 1& 1\. ..... lo,~ ~ .............., ...... .................".......~...."."........... ,.. o i\' ~'c '\J;.. \ .. i 7" ':':':':':':':':':'I:':':"~':':':': ,:.:,:.:, ....:. :..:.:.:.:.:.:.:. '~':':':':':':':':':':':":':':':':':':"t':':':':':':'l:...:.:.:.: ~ V /;~ ':': :-to I'( 1'\ \ '\ "'\' \. 1 .......... ....1............ iIi'..). ....... .;1;1;"'''......, ...,,,. "..... ".. I ... .. ;. . ................... ....i............. ......... ~....J'. ............., .." ......................,)'............. .............. ........ ::;, :;.: ~ .. . \J \J . \, -'-. :1:':':':I:':':':':'..:':f.':':':'~' :'.:.:.' ":',:-:':':':':':.: . .:.:.:.:.:.:.:.:.:.:.:.,:.:.:.:.:.:,:'.:,:.:,:.:.:.:..:.:.:':. ;:" ::;: ::'\ " . '\ \ . , \. '::::::::::::::::::::: ';,1.:::::::::: " .. ":::::1 ~:~~ ' ::::::::::::::~:., ::::::::::::::::::::::: ,::::::::::/:::::::::::::'..:::::' ~;~ :::: ~- .-$ ~~ I' ~ 'tl\ ~ ~ -. ,_,,:.::~:;:;:::i:::~~ :::#'i :}~:~ :i:~' '::':'::::::~:l~{{:i:~:~:~:p:::::Y:~::::;~~::::" / v /;:/ 1/ V % ~ \\ ~. .:' ~ Ii ". J ,~:::::::::::::::::::::~r::: :::::::::::~ '::::::::::1:::' ::::::. ... .:::~:::::b~:::::::::::::::::::::::::::..::::::::::.:::::::*:;::::::} ~ J:/ ~~:/ ~o. . ~ '. . '''~:::~:::::::m::::::;::..::':':':':'' J'::::::::' ::::~:: ::::~":::::::::::::::::::::::::::::::: ::::::: ::::::::: )' V i ~~ V ~ \' rn:" .. . . ...'7....."':':':':.. .........".. . ......, ..:~~ ...~':':'"......."....".. ..... " '.. .. '.' . ., . I I. .......':...........1.. ','.','.'.'.','.' ..','.', .'.'.','.', '.'.'..\" ""':~"'II.",'.'.II""""""'f"""""""""'." :.: .:.: l ~ i !~;\;\ ~ ':. ~'V .l. '\ \ '. . -=..... _l'\l,ll'l"l Xlii "'~"IU'l 11~1l L llllllllllllllll lllllllllllllllllllllllllllllll llllllllllll ..,:::....:::' tV ~ ~',"~l<" . . ~.~~~~': ":,,,;, . . '~~., :. I ,.' .....\\.~.,' ~~.. ~...B ~,..~. ~... :~M.. ...... . .... ~~B,~.'*,-,,, \\\lL\ "~ \> ~\\\\\\\\\\\~ \\\\X\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\~V >>V ,L ~ __________..___. __.___._._...._._._______. _.__0___.__ ._. .... ~~"'I-'IL"'" rzrf-' ~ O~ NOU03S ~ 3Nn IJMJNfI08 HJJ/ON / ~ iJ i ll~ . :~ io ~ :~~ ~~~ io ~~:I~~ ~ ~ ~ ~ . Iill ~ ~ l!! ~= · ee ~ ~t"t~ ~~ ~ ~ ~. II I ,'. ~~ ~ cl '. ~Gl~~ ~~ Ig~~~~ ~ ~; ~ I~I I ~I ~ Gl ~ ~I il~~ ~i~~~~ I~ I ,w' I l:: ~ 0 ~5 ~~ ~i~~~ · I II I ~~n ~. ~~~~!i I I ~ h ~ ! I II I ~Gl~ \I t .:.. .... ~;! i 'II M. I I, BASIN S'v/ (AREA - 0,934 ACRES) 'v/ETLAND DRAINAGE (AREA - ..........,..........'...1................ .....................................,.... 1....,..t,.,....I""".......I..."",".. ................,........,................ ,....,.......,.......................1.'.. ............1..................1.......... ,..........,...,...............,.......... ................,....................,",. .................1.,.....'................ ............,........................'.." 1.."....'.1,....,..............,....,.... ,...,....................'....1........,., ,..t................,.'....,.......o...... .'..11....,.,....'........................ ....,....1...,..............,......,...... ........1...'"......................,..... 1.......,.'.....................0......... ..,.................1.,.........."....... ..........,.,.......,..................... 0.497 ACRES) ... ~ -y / / /; / ~ 0; , VELVENTOS WEST SUBDIVISION 3311 66th st. N. CLEARWATER, FL 33761 !IJ I! 5'~'5 I t! ~Iil~ ~ I .' I .. PROPOSED NODE DIAGRAM Sheet 7 of 9 JOB NUMBER: Sf1 GALEN JAY HOFMANN · P. E. 8620 AIRWAY BLVD. NEW PORT RICHEY, FLORIDA 34654 REV DATE DESCRIPTION ,.:~~~ <::~>~ .. ~ :4"/:'''~~,', . ~ ,.,", .:Ot~IO., ,,\" v . ", .s" . . , . . . . .' ... \" .,' J ..Tj.) ,,"'0 ..' '''~',f1 . ( ,.'1,;.", !~..y.t ~..~.- J (J {' ,.. $ . ~ '." ~ . . " . . . " , "'I. ~ NOTE: PINELLAS DETAILS COUNTY WATER 1 TRENCHIS WCATID tJNI)JlR PAVIKINT . 8JW.L BE COMPACTID TO l00lC or UAXDItIN DINSm BY' US.H.T.O. T-88, UBTHOD C. 2. TRlNCHIS NOT WCATBD tJNI)JlR PAVIMINT 8JW.L U COMPACTID TO A I'IIlMNESS IQt1AL TO THAT or THE SOIL AD1ACIlNT TO THE TRENCH. 3. RIPLlCIIO:NT or PAVIlD stI1U'AClS 8JW.L U MADI IN ACCORDANCI TO APPLlCABLIl WCAL REGULATIONS. 4. MAGNETIC BURIAL TAPE TO BE INSTALLED 12" BELOW GRADE ALONG ALL WATER MAIN. CUSTOI SIDE ~5~ z 3/"" OR 1" METER ~BHED BY P.C.W.S.) STANDARD CONCRB~ ~ ~I METER BOX wrrH loo" CAST IRON LID . ..t '1'" OR '" 8IIIlVICI TllIlIIlG 1 ':__ ~ :'!": .' J 3/'" OR 1" YETBR VALVE ASSIlKBLY C1nTH C.T.S. COMPRIBSION FrrTING ok METER SADDLE NUT) r- EXISTING PAVIKINT --7 -1 ~ .':-::'::':'::'::':':"::':-::'::': EXISTING ROAD BASE ~ \'::':"':':":'::':"':..:'.:.::.:.'::,':-::'.:'.':-::'.:'.,:,:,.:,.,::.,:,,::'" :,"'.,' '. '. '. ::.:.:.:.:.::.:.::.:::::i::.:i::.::.::::::::::::::::::::::::;:i:::::r::;:i::::::' ---no COMPACT IN IS" LAYERS ~ "~'" OR 1" CORPORATION STOP ~ CC THREADS Ie .T.B. COMPRESSION Fl'l'TING) ~~ ~ ~A 3/'" OR 1" BRASS METER CPLG. WlTH KALE I.P. THREADS ON TAILPIECE i 1 MAGNETIC TAPE ,}::::::::::::::::::::}::::::::::::}::::::::::::}::::::::::::::::::::::::::::}::::::::::'~ ,', .... ........'. .... .... .......... ....... .,,'~ IS" ABOVE PIPI r OR-18 P.v.C. l COMPACT IN [BLUE] e" LAYERS '\::}:::\::\:\:G\:i::}:::\:::::llm . '. ..." '. " '. .........,...... . 3" LAYERS '.................'.....'..............,..... --L ~. ..... .:.:. '. .,'. '.' '. '. . ..., . '. '. .,'. '. .,'.'. .,'.'. .,'. '. .:.' ",,-'. '. ' IS" I . :~'I;~TC^~ IS" ~ 3/4" OR 1" SERVICE DETAIL - '- 3/'" OR I" SERVICE SADDLE "/ CC THREADED INLET APort COATED SADDLE ST.AlNLESS STEEL STRAPS TRENCH BACKFILL DETAIL ~ 1. ALL BOLTED I'1T'1'INGS ARE TO U POLYJ:THYLBNB 1 WRAPPBD. 01UDI 1fATIR IWIl S. D' VALVJ:(S) IS TO BE WCATBD W1THIN A PAVIlD (JIJ.P. 01 ..v.c.) SUSURl'ACI:, OR 1I1TBIN 8' FROM PAVING, IT IS TO BE BNCASBD -~~--:;- .':'rI==....~.."':.p~t."~... IIIH. 1PICl. COVIIR OR Lln or A VIIlHICULlR TMVJ:L1:D ARIA. Gt1ARD POSTS TARE TO II INSTALLID PIa P.C.W.S. STANDARDS tmLISS 0THBR1IISI DIRICTED BY' THE PINI:LLAS COtllft'Y' WATIR SYSTmIS DIVISION INGDIDR OR APPROVED RlPRlSlNTATIVB 4. D' DISTANCI BITlIDN VALVE AND HYDRANT IS 10 n. 1" IIIH. VIR'I'IClAL CL. OR GIWlTIR. AN ADDmOIW. VALVE IS TO BI INSTALLID =c.-: ~T FOR CONTROL OF HYDRANT MUELLER CENTURIAN II 1/'"- 3 WAY I'IRi HYDRANT t-- IS:" _ MJIN. R/1I' '10'"' GRADI~ ~IS!I ~1~lgJ~lt;;Ili f lrATIR IWN . . . 10 I .._ IWIf .q(:-'. ...., I 1" OR LIlIII I VIRI'IClAL CL. -.1 --E+ ~':"--"~':f /=~ ~ ~~J-l ~!:.f' " ,'~ ",'.{J .' .... .<. .',: .._~/I' . ..... :: ' I "'!i ' J!ml: COIfC. DCAIIIIIft "., V.O.P. COKC 1IICMIIIIIIft'"., IWf 8I1IIR IliV:U~-","= GlAvin IWIlIlIlO'l' _'Ii 1IIIIIf ....... 1fA'lllll II 8I1IIR IWIlI OJ.P. 01 DJ.P. II UIID III PLt.CI ii'iiT"oit LIlIII OF V.c... OR '.V.C. roB 4 IIIH. OF . 10' IAClI 1f4Y J'IlOJol "OF 1f4'IIR IWII I II 18"TO SO" ~~ lO' .-- CONC, COLLAR I ... ~ ... IlAlmAllY 8I1IIR GRAVITY IWN ""- ADlUSTAJILI: SPBC'D COVD""'" VALVE BOX tJNI)JSTURBID ,R.W. VALVE ~~I\ C~~ll' PW',.;I~ I .,. ~ "\ .-\~,~ -- _.1 '----~ _I TIll CONTROL VALVI(M.l.) RBSTIWNI:D PIPB NOTE: I- J'IRI HYDRANT ASSlIUIlLY ALL BOLTED I'1T'1'INGS SHAU. BE POLYJ:THYLBNB lIRAPPID I 'T' OR 'Y' BRANCH L BEND ~ II -SEE NOTE 2 SERVICE PIPE--; 45' BEND ~ , / ~ LPLUG" ~ JL..J lL\ "- 30' CURVE b:f ~ SINGLE 'Y' BRANCH VERTICAL CLEARANCE ~-- MIN. SPEC. COVER 1[ATER IWN VAIIIII - 0- !>J.P. .. '.T..) ~. I 10' 1IlN. I HORIIOll'I'ALCUWIlCI FIRE HYDRANT ASSEMBLY HORIZONTAL CLEARANCE o WATER M.A.IN & SANITARY CLEARANCES V.C.P. 01 ,.V.C. 1Wf. 8I1IIR 1lIlA'fI'l'lr IWIl GRADE ....,.",~~1ll'l ....;~, ..~ t 4' MIN. 12' MAX. LEGEND V.c.P.- VrnanID CLAY PIPII '.V.c.- POLYnllIL ClJIUIIIDI DJ.P.- DVClftUI IROII PIPII ~1f= III1l111lIWllll WATER MAIN AND SANITARY CLEARANCES NOT TO SCALE D-3034 P,V.C. PIPE~ o t PIPE SIZE 4" 6" 8" 10" 12" 18" 20" 24" 30" 38" 42" 48" 54" TYPE FITl'ING 22 1/2" 11 1/4- IDEAD-END! TEE 1 1 4 1 1 1 8 1 1 1 9 2 1 1 10 3 2 1 11 6 2 1 14 8 2 1 18 11 2 1 22 13 3 2 28 17 3 2 30 21 3 2 34 25 3 2 38 29 4 2 40 32 GRADE ---"""I.~.m' ...IIl,~..~\.' .RRli.1/V t ALL DEPTHS GREATER THAN 4' AND IN LIEU OF D.I,P. FOR EASEMENTS AND MINOR ROAD\lAYS ~ 90- 3 4 5 6 7 8 9 10 12 13 14 16 16 45- 1 2 2 3 3 4 4 4 5 6 8 7 7 C-900 P.V.C. PIPE ~ o GRADE _,,<i\\,.,~\~,~,. ..lI!~.~ .RRRfY t 4' DR LESS 12' DR MORE ALL EASEMENTS AND MAJOR ROAD\lAYS l D.I.P. PIPE ~ o TABLE APPLIES TO 20 rOOT PIPE LENGTHS I 150 P.S.I.G. TEST PRESSURE 'rIITH 30 INCHES Dr COVER OVER PIPE. NUMBERS SHD'rIN IN TABl.E ARE THE NUMBER or JOINTS rOR EACH SIDE Dr rITTING, DEPTH LIMIT A TIONS OF SANIT ARY SE\v'ER PIPE SCALE I NONE j1 GALEN JAY HOFMANN J p, E, 8620 AIR'" A Y BLVD, NE\v' PORT RICHEY J FLORIDA 34654 PHONEI 727-844-7686 NO. DATE I I I'"' /2" BALL VALVI BRONZlll ~2"Z 900 ELBOW ~~ ~ 011. I[ IIII ''''"is -- dl' I ~ 58" 12" . ~ I .--- 12"---1 I ~ IllJ FLUSHING & SAMPLING ASSEMBLY ... .I......~I-I cw:.VANIZID I I ~ .... II :<:;..- \ \ 3/'" SILL COCKJ 48" MAX./ 5l " MIN. EXISTING j GRADE ~L41~' i 'I h I I L. "" 8"z 8" NIPPLI!l, CALVo ~ I .---. ~ 2" GALV.ANIZID " I t-F;j THRJW)BD PIPE \ ~rT Non:: PIPE TO BE RISTIWNBD 1!=3~._ - _ PO P'O'... llPIC8. POI L L............... . . DEAD-END CONDmON 7UP l"'W-"_T' 84' ~GfV, PIPE - -- { \J.. NOTB: PLUG 2" TAP AlTER REMOVING SAMPLING ASSEMBLY 2"TEMPORARY BLOW OFF ASSEMBLY NOTE 1. RISES SHALL BE INSTALLED ON ALL 'rIYES (BOTH PRESENT" FUTURE SERVICES) TO PROVIDE DEPTH AT SERVICE NOT OVER 4.0' EXCEPT 'rIHERE DTHERWISE REQUIRED. 2. MINIMUM CUT UNDER ROADWAY - 4,0', MINIMUM CUT AT PROPERTY LINE - 3.0' DR AS REQUIRED FOR SERVICE, 3. RISERS SHALL PREFERABLY FOLLO\l SLOPE OF BANK TO REQUIRED DEPTH. 4, RISER MATERIAL SHALL BE THE SAME AS MAIN MATERIAL, ~...t-~ .,.1.. - - -It-- - n ELEVATION SECTION SERVICE CONNECTION - DETAIL SCALE. NONE AL TERNA TE DETAIL AT TOP OF RISER SCALE. NONE NOTE. FOR FURTHER DETAIL INFORMATION REFER TO THE STANDARD MANHOLE DETAIL, 9 ~ ~ TEE ~ lUST BE LOCATED ~ ~~ BELO\l CORBEL ~ ~ g. d ~ F 1-0 ______~-RING DR \lATERTIGHT ~ 'RISER FLUSH_ ~ GROUTING COLLAR I\.. ,\11TH \I ALL f... ~ I'\. 90' ELBD'rI . , " BENCH ANbl}OR J 00: " CONSTRUCL ,,\ FLUME .~ ~ ~~~ NOTEI NO METAL STRAPS PERMITTED .ct-.ol JD~ 'Oe' , . 0 CD . 0 G f . 0 .0. I ".. ~ _'." ~ ,I._ . ..It . ,'.0 . "00'0 t) .'00.'00 .. .0 ~.:o'o .,':0'0 .,.';. ct. ~t~ ~o ."00 I INSIDE P,V,C DROP CONNECTION DETAIL SCALE. NONE DRA'rIN BY . DESIGNED BY . CITY OF LARGO SERVICE LOCATIONS Lot l.ot l.ot ec.... t IiIWI'I "ro/w 111'1. .. - I CurolV , Vo.t.ro Mo.l 5If '6' ...... 'rIo.t.ro S.rov~ (TypO> ............ SOon - 0 M.H. '-So.nlto.roy Lo.t.roo.t (Typ,) Curolf'\ ro,w 111'1'-1 WI'I 2~- -11-10' W' I Lot Lot !\-Sld. Lot Lln. (Typ.) NOTEo SANITARY LATERALS TO It \lITHIN lO' [Ii' CDfTtR OF LOT ON DO\lNHILL SlDt llF' CtNTER OF' LDT. CITY IF CLrMVIITIR, FUIltIDA ::;~R1NG DEPo\RIi ."... --- .. ,.* Two 3/4' 316 Stlllnl... St. All thl"ud. co..t In col"1o.1 ~ S.. Ind.K No. 301 3' / ~ Two contlnuou. rolng. 0' 'Ro.l'I-N.ck" L~lr4 Io.y.ro. 0' brolclc m Conc.ntrlc oro .cc.n'tl"lc con. ,tf}/' ""~ (Top .Io.b on .ho.llow I'lOoIlholu (,/ , :"i O' to 4' d.pth) lIpprovwd wro.1 JoInt .ul. 0.,.. -o.;,Rlngs' o.nd ORGill-Neck. Two contlnuou. ,.lng. 0. t 0.11 JoInt.. i I - St..1 ...",'o,.c....nt PRt CIIST CONCRtTt \lALLS - I - I - I' 1'lIn. WOoll thlckM" I 4' Hln. I type II o.dd roulsto.nt I cw...nt 4000 p..J. tXISTING H.H.-. I 2' Ht 1'lIn. I .-- G,.out 'RI op.nlng with -- ..... .........r---"'4. /'. non-shrink 1Il0l"t0.,. G,.out now cho.nnwl, ~ I ~ 1 I ~ ,. I .;-:,:\.. F : : .l::l l.-,X _'"__________:..i~\ - "-- 2' Joint In pip. .ntroy l;i,'i!t'~:l~;:~~~ ~k.i\l~I:1:1.~:~~~ ~\.~;i,~)~~;i.~l!!~ (Typlco.l) PDURtD IN PLAC~ '- P.Vt;. pip. ,..quI,... 1'I00nhol. RtlNFDRCtD CDNCRtTt SLo\1 o.oIo.pt.,. coupling by Flo Cont,.ol, Inc., 0,. o.pPl'Ov.d wo.te,. .top coupling. DOGHOUSE MANHOLE NOTES I. All pip. hoI.. .ho.ll b. p,..co..t. 2. Interolol" sho.ll b. IIn.d with HDPt Th...",o.l plo..tlc Un.,. 01" F'1b.,.glo.s. IIn.ro. 3, Monholu .ho.ll ho.ve o.n .Kte,.lo,. coo.tlng 0' 0.1; lust 15 .... dr'y thick..... PRDLO E:P214-351 tpold-Ho.stlc or Kopp.,.. bltUl'lo.stlc blOod< .olutlon 3001l. VELVENTOS SAN IT ARY SEWER DETAILS Two 3/4' 31' Sto.lnlu. Ste All threo.ds co..t In col"1o.1 ~ S.. Ind.K No. 301 3' / ~ Two continuous rlngs 0' 'Ro.lIl-N.ck' 1~1~4 Io.y.". a' b,.1cIc e;~ ~ '" I Iii /. R Ii? ROTATE BENDS AS REQUIRED I '"'-- WYE BRANCH (NO TEE e; :: :: ~ CONFIGURED FITTINGS) r- . ALTERNATE: SLOPE UP TO PL ADDIl10NAl. RISER AND BEND 1/8 " PER FOOT M!N. WHERE 2REATER SEWER DEPlli ~~ ~1U ROTATE BEND \ AS _.ED . ..t~ g :." PVC PIPE (SOR "I ~~I~~RBEO SOIL ~(~ ~ ~ W - SLOPE UP TO PL - ~ 1/8 " PER FOOT MIN. App,.ov.d w,.w\ joint ..0. . '!I-Ring.' o.nd .Ro.....Neck.. /.fY" Two contlnuou. ,.Ings o.t 0.11 Join l ~ Conc.nt,.lc 01" ecc.ntrlc cone (Top .IGb on .ho.llow 1Il00nhol.. 0' to 4' dwpth) . - St.1II ,..In'orc.lIl.nt - . - I' 1Il1n. WOoll thlclc..... 4' Hln. I type II o.cld ,...Isto.nt I c.l'lent 4000 p.sJ. , 2.ltt I'lIn . .....-- G,.out ,.1 opening with I . /". non-.h,.1nk lIlor1;o.,. II I _ I ~ 1 !~I":'~~ .r-'"--------- _:J_ 2' Joint In pip. ent,.y l:q 1-,. / ,--I ~ (TypICo.l) Grout 'low cMnnel....! P.V.C. pipe ...qulr.. 1'I00nhol. o.do.pt.,. coupling by Flo Cont,.ol, Inc., 0,. APP,.ov.d woo t.,. .top coupling. NOTES I. AU ~. hole. .ho.ll b. p,.eco..t. 2, Int.rlo,. .ho.U b. lln.d with HDPE Th."l'Io.l plo..tlc 111'1." 0" F'1Il.,.glo... 11n.,., 3. Monhol.. .ho.ll MV. 0.1'1 .d.,.to,. coo.tlng 0' o.t I 0.. 15 ""I. dry thlckn... PRDLD tP214-351 tpoKI-Ho..tlc or Koppe,.. bltUl'lo..t1c blOod< .olutlo 300M. CITY IF CLrMVATrII, FLIIImo\ - .... ,. -' II CLEANOUT ON EACH BRANCH SANITARY / I SEWER MAIN MAKE SERVICE ~ / / ~%N5~~ON AT ~ ~"MIN. SERVICE UN~ .... _.._u_u_u_.._.._.._u_.._.._.._.._.._ S HMARK ~ It ,.L.,..o BAU.MA ,- DOUBLE SERVICE :-118" MAX. ~ R/W OR EASEMENT UNE .", - - Lot 2c....~ ... SANITARY SEWER MAIN / '" ~1 ,..... 6" MIN. SERVICE UNE _ SCOTCHMARK --""" '- CLEANOUT BALLMARKER ~ 18' MAX. SINGLE SERVICE It Lot Lot ('I,./w line ......... T CU"IV I \10.1;.,. H l ~ 1st Q MoH. L"t.,.,,1 eu,.b"'\ II yp.' Q ~o.t.,. S.rovl~ (Typ,) __ So. - ....... ,.'W 111'1'" ... 2.....J - NllTto SANITARY LIITtRIILS TO IE I \lITHIN 10' [Ii' CENTER IF' LDT ON llllWNHlI.L SlllE OF' CE:NTER IF LDT. -/1-10' W' I PLAN 'VlE:\l 2' JDlnt In pipe .ntry I"'-Sld. Lot Lln. Lot (Typ.) .t:lQlli 1. SERVICE LATERIALS SHAll. TERMINATE INSIDE PROPERTY UNE AT A DEPlli OF J FEET WIlli CLEANOUT AND MARKED WIlli A 2"X4" TREATED STAKE AND GREEN SCOTCHMARK ELECTRONIC BAll. MARKER. ~~ c ,,' St,...t lb CITY OF CWRWATER FLORIDA PU8UC WORKS ADNINISTRAnON ENGINEERING VCLt.r MCLin So.n1to.roy MllIn 1-" .. -.. _. ~.. 0A1I PRDF'ILE INllIX NO. CITY IF CLEAlIVAmo. ruIIWlII ~!rING ~ 1-' _ ___ ... .... IllY. DAII - " TYPICAL SECTION NDrtS' I. 2' PVC CONDUIT TO tXTtND 2' BOllND lACK OF' CURl, 10TH SIDES DF' RDo\D\lo\Y <NDT RtQUlRED ON StRVICt RtPLACEMtNT)' 2, PVC CDNDUIT TD IE: MIN. II' ItLD\I THt SURFACE: Hto\SURtD FRDM TDP DF FACt OF CURt, 3. \lATtR MAINS TD It HIN. 30' ItLD\I GRADE o.nd APPRDX. 4' lACK OF CURl 4. CURl STOP TO It LDCATtD APPRDlC. I FOOT IIICK DF' RIGHT-IF'-\lAY. :S. stRVICE: LINt TD It HIN. 12' o.nd HAX. ll' ItLD\I GRo\Dt. GENERAL SANITARY SEWER NOTES 1. MANHOLES SHALL BE INSPECTED BY THE CITY BEFORE PLACEMENT AND SURFACE TREATMENT. 2. ALL OPENINGS IN PRECAST MANHOLES SHALL BE CAST AT TIME OF MANUFACTURE. CONNECTIONS TO EXISTING MANHOLES SHALL BE CORE ENTRY ONLY. 3. ALL MANHOLES SHALL BE SET PLUMB TO LINE AND GRADE. 4. (PVC) GRAVITY SEWER PIPE SHALL CONFORM TO ASTM 0-3034, SDR 35, LA TEST REVISIONS, WITH PUSH ON RUBBER GASKET JOINTS. 5. (DIP) GRAVITY SEWER PIPE SHALL BE CLASS 52, EPOXY LINED OR AS OTHERWISE APPROVED BY CITY ENGINEER. 6. NO SERVICE CONNECTIONS, WYES, SERVICES OR VALVES WILL BE PERMITTED IN RESIDENTIAL DRIVEWAYS, EXCEPT UPON APPROVAL OF THE CITY ENGINEER. 7. MANHOLE FRAMES SHALL BE ATTACHED TO THE PRECAST STRUCTURE WITH A MINIMUM OF TWO 3/4" 316 STAINLESS STEEL BOLTS, NUTS AND WASHERS. FRAMES SHALL BE SEALED WITH A MINIMUM OF TWO 1/2" BEADS OF RAM-NEK CAULKING. B. TRENCHES SHALL BE DE-WATERED TO ENABLE PIPE AND APPURTENANCES TO BE INSTALLED FREE OF WATER ON UNDISTURBED SOIL. IF UNSUITABLE SUBSURFACE MATERIAL IS ENCOUNTERED, EXCAVATE EXTRA 6" AND BACKFILL WITH 3/4" GRAVEL. 9. PVC SHALL BE LAID IN STRICT CONFORMANCE TO MANUFACTURER'S SPEC (JOHNS MANVILLE RING TlTE PVC PIPE INSTALLATION GUIDE OR EQUAL.) BACKFILLING OF UTILITY TRENCHES WILL NOT BE ALLOWED UNTIL INSPECTED BY THE CITY. 10. BACKFILL MATERIAL FOR SEWER MAIN AND LINES SHALL BE NON-COHESIVE, NON PLASTIC MATERIAL FREE OF ALL DEBRIS, LUMPS AND ORGANIC MATTER. BACKFILL MATERIAL PLACED WITHIN ONE (1) FOOT OF PIPING AND APPURTENANCES SHALL NOT CONTAIN ANY STONES LARGER THAN TWO (2) INCHES IN DIAMETER (1" FOR PVC PIPE) AND NO STONE LARGER THAN SIX (6) INCHES IN DIAMETER WILL BE PERMITTED IN ANY BACKFILL. 11. ALL EXCAVATION IN EXISTING RIGHT OF WAY SHALL BE BACKFILLED AND STABILIZED AT THE END OF EACH DAY TO PERMIT PEDESTRIAN AND VEHICULAR TRAFFIC PRIOR TO CONTRACTOR LEAVING SITE. 12. WHERE SEWER IS NOT WITHIN PUBLIC R/W, IT IS TO BE LOCATED IN A UTILITY EASEMENT AND CITY MAINTENANCE RESPONSIBILITY IS MANHOLE TO MANHOLE ONLY. 13. UPON COMPLETION OF THE WORK AND PRIOR TO PLACEMENT OF ASPHALT A VISUAL INSPECTION AND VIDEO RECORDING SHALL BE MADE OF THE COMPLETED SYSTEM. THE CITY SHALL APPROVE THE SYSTEM PRIOR TO IT BEING PLACED IN SERVICE AND BEING ACCEPTED FOR MAINTENANCE. 14. COMPLETE "AS BUILT" INFORMATION RELATIVE TO MANHOLES, VALVES, SERVICES, FITTINGS, PIPE LENGTHS, INVERTS AND SLOPES SHALL BE ACCURATELY RECORDED AND SUBMITTED TO THE CITY SIGNED AND SEALED BY A REGISTERED LAND SURVEYOR. 15. AT THE END OF THE ONE (1) YEAR WARRANTY PERIOD THE CITY WILL T.V. INSPECT, AND CHECK MANHOLE JOINTS AND CONNECTIONS TO DETERMINE IF REPAIRS ARE NECESSARY BEFORE THE WARRANTY BOND IS RELEASED. ~ ! 1-/- ~,~ 1'1- I f --'7J Hln. 12.118, f - ~ I. - Ie' (Typ,) -II' r- _.... 1-" IIII!'" I -.r 11',Mln. ~ Cu,.b Stop (Typ.) "'- 3/4' Poly.thylen. \lOot... S.,.vlc. Tubing In 2' PVC Conduit (Typ. 5/8' l'I.tero) \lOot.,. Moln Th,..o.de~ Co,.po,.o.tlon Stop (TypO> .- ..... ~ CITY IF CLrMVATIR, n.IIIIIlIl -~ ""~~ !O' Hln. I!I' Hit'l. - ;.:::,.. -~f ~ Cf. I I R/\I F1n1.h g,.o.de to o.lIow I ~' I'll.... 1.0' 1'I00K. hll , bo.~~ ~o~~t~ 111'1. to · ~_.u DIr.cted by t . CIty t"gln..,. : I I I I I ~~ ~~ ---i ,. S.,.vlc. Lo.t.,.o.l HllIn NDTt. All I'IO.t.,.lo.l. to .Kt.nd 5' b.yond bo.ck 0' cu,.b or 20' '1'OI'l c.nt.,.lln. 0' .t,...t, whlchev.,. I. gr.o. te,.. SECTION ANY VARIANCt HUST HAVt \lRITTtN APPRDVo\I. DF' THE: CITY tNGlNE:tR. CITY IF CLrMV~TIR, FUIltIDA tNGINEERlNG DEPARTME:NT I 11I7 1CJ ... MIl -.. ... 1.1 - Pick HoI.7 ~ 1-1/4' 1/7 r /": ........ /~~RW04~" '/'0/."< aaa 1"'\ j ?(.)J...~ N' TA RY ~:I ?;~~:~~~ :I R.qul,..d-\ \ a a a a . a..ll "aF'L ,..a./ / .......~ - DAlE 5/1' Mln, 4 R.qulred _I__~ Non Skid Po.tt.,.n Requl,..d RING - HAl.r PLAN CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION ENGINEERING lu .!I 36' ~23'~ 21' Ho.chln.d SIr'o. DESCRIPlION REDRIIl\tI BY ~ ~ i I SOLID COVER CHECKm BY APP. llESlONm BY INDEX NO. i .. ~~ I LL ~lu !- 22-3/4' -j .!. k ~=: SOLID COVER SECTION HI"""ul'l \lwlght 128 lb.. REV. DAlE OF RING - SECTION H1nIl'Iul'l \I.18ht 7' 232 1bII, 9' 271 lb., NOTES L \lhe,.e roo.dwo.y bOo" I. I' 0" thlckero u.. 9' "'" . 0.11 othe,. co.se. 7' rolng Is p.....I.lIIb1.. 2. Ho.nu'o.ctUl"."s PlOd.1 0' .t_ ,.Ing o.nd cov.,. t b. o.pp,.ov.d by City tnglne.... I I I CITY IF IUMVATIR, F'UIIlIIIII t~NGlNE:E:RING DtPARTHtNT .J.t:JIt .... 1M 'l.l ..... ... I' IIY. .. I ___ APPROVED BY . ~i1!J- WEST 3311 66th CLEARWATER, SUBDIVISION St. N. FL 33761 DETAILS DATE I G-fMJ) SITE PLAN # UTI LITY SHEET 8 9 OF