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SAND KEy' CqNDOMI NIUt1 I 370,GULF B0UCEVARD '-" ..,.. ~ t~\ ,CLEARWATER, Ft9RIDA ". i i;o. \ ~I 1 "I~~ii~ [_1 ~~~,~~.,~~ ...............-~Jl :~ ~ ~ ~~.::-<-<_::: ). ,,-' ?' . I' ", "...... II , I I' II U> C " -; I '" Q q 8* f ~ J ~ !. ~ :t ~ 'dli,l... B ; i;; i ,~ 5 I j lJ III ~ ~ I H !i l;j'''~ ",I.":}" --I " T ".'.("""11"' ~ 11!H~~i'Hnn .lj!lf!Jl i:it!r iiill.!d~ ~ I ,,:11 '1'1' "I,!lt I 'It' I 1,'11 I tltl" '111,t;IIIIU!'11 ! 'I "'III iHbl~,it :; _It'" ,I, 'ii' t " "I I ~ I ilj'IJlll(11 tll, ,II lilt Bh.!fl ~ I 1\'; n"llil ' 1 lll! I t "iI mlll'l ~ ,,' I 'I"'f II !lIIII'jI1I'dl'JI ", I. , . I I' I' I 1.11111 ~! ' 'ill' J rI,l ! ,'ifill' , 11 " i!' It. II "1' ]f"',1 Iii II f'lli i; 1111 ti j I Wjit I h j' III i }II J i ' :1 i 'lq I!: ). I H I ,I ii' t I' f 1 I Jtl rl I: J. J l~. I i rr If 'I CD Ii ~ l ~ I ~ , ~ I 8 ! I~ I I 1 i ~ 1111 IltI'll '" '111111 I ~ 1:lJl1! I ~ 'II! 'II J ,. 11'1 I ~I I I n4l:l1l!\ I.oOtt!i'~..ai ~ ..\If..... I 1,1 It "I' tl ! III " I fll ; ~ l! ~!ilrl " : III III 1~~!mH!!!J!i! I~;III i I q iIJtllrrmrlfl1 B :III-{rf I I Pfl[i,ifillf.HIj ~ l I' I I 'JI II Irll"I nllr r I ! flrl'f {fl I . I I j f I ( flf II f ill II r " l ~n -,...-.,:, ;ii ~ !rf ~ht "~i ~ ) , ~ ~ 'i~ ;~'i ~~: r-!'I - ~iA'~~h,"n'I,VI a "',I ..,>, >- ~ ., II:; .-l "'1:11 - ~'" -o::.1~1..';:q ~~.. . SAND KEY CONDOMINIUM 1370 GUlf BOUlEVARD CLEARWATER FLORJDA r rrlg<lllon Developmem Plan ... - ...---.- --- ".. - r) "-... "- -, ~ "- /'\ -.,;/ ( / ' - <- ' ........ ' ~~ "'~, "-,~ -.....:~ ~~ ~~ !O!Ohi!\ 1)(:1 ~~~~ c-;'" ~9~.. "ll..;;r r~g 'ib .., \...,/I!........~ "- '- I ;,../ I ( ,I (, "- , "- " "- "-... :- "- :11 '-, I " ~ , '> " i 3<il1 ~.., tt :' ?f . -' !..' i .>. -~ J -, , ';;:-..;.., ! -\, ~'" ". ~ ~ " j . , 'q/ r,"", ~ .:!' ., a.~8"" ~ l!fol"t'! ~ .... ~''''8{ if 0. ~ l); 1~1~r~ "\~k/~ I~ '" ;; ~O'" t ~'OrJ",'1 1'" I" ,f '" " I' If I' f1 Ii Ii P I t I I f I f __ I ___ f 't ";': ..,..f/ "frr..!j , ..........~ ~~ " ~ ~ \I~ l.t-l:....... , I ,/ L< -... ....... '..... Z 0 -< "" '" .-'" "O~ m", "'.- EQ 0"- n ::0"" oC:: :0- -<<II ...,Z OM "' ;:: n "m 0"" 0'" Z'" -<'" ..... :>Vl -< ~!: 0 "'~ m m ~W 0 aJ ~" ..... ;t> r;t~ z: 0 m 0 Z ~~ II(/) .. fI"t - IIn "-0 -" CD,< III M 'I" i~i Ii ~~ Ii; I.~ I ~il Ii: J CIVIL SITE PLAN ~K:':='-~- o I SAND KEY CONDOMINIUM ' I 1570 GULF IL YO ..lit CLEARWATER, FLORIDA '~~~ o ~ Z a ~ 0 " ;::a .. .... o ::r >UlUl "'-<0 ,.., Vl..- ,......- ,..,0 '!:", R:'(\; -< "',.., o .-J: r- :0- mz 00 08 Ul< -<- >)> C'J ",0 -J: Ze C'J... '" l tl o'if ~:I itl f , I- "- '- ,!-: co I ~I Ii I k i I I ' I~ ;"' I! 1 Ia: I l~ tlorthsl@ &"9~ Se CIVA . LAMO n......Il"tG.. !IlH'YI'Il()MM~TAt II- TR ... lovnt PU:1nlI nO"'I> cu...........TIR n.O~I..... lITU 1101l .~nl""':i~:~::: ~ . f' .~-- , . uJ1'.Pp""'1'Cfr~- -}~~~'(,,~to, rl'~~, It,~?:,'~.,,~ ~~,\ \1, ~~ a'i'.. tl-~t....> /Jf"i'ln........... t)=-....~....<,.,.,.,.;.o1.,'l? "1 l!j"'''' = C-"~~>:''''A':~ ..~':. =- "{ ~i90'~-.JJh \,,~~ -=- ~'fI>~'~' ~~<-- .~/~~ ~.gP~~_~tI~~~~ ~~r~TEYl,~(f~ '-H2T r.; " CITY OF CLEARWATEI{ PIANNING DEPARTMENT POST OFFICE Box 4748, CLEARWATER, FLORIDA 33758-4748 MUNICIPAL SERVICES BUilDING, 100 SOlITH MYRTLE AVENUE, ClEARWATER, FLORIDA 33756 TELEPHONE (27) 562-4567 FAX (27) 562-4576 loNG RANGE PlANNING DEVELOPMENT REvIEW August 21, 2002 Mr Todd Pressman Pressman and ASSOCIates, Inc 28870 US Hwy 19 N Swte 300 Clearwater, FL 33761 RE Development Order regardmg case FLD2002-05014 -1370 Gulf Boulevard Dear Mr Pressman ThIS letter constitutes a Development Order pursuant to Section 4-206 D 6 of the CommunIty Development Code On August 20, 2002, the Commumty Development Board revIewed your applIcatIon for FleXIble Development approval to mcrease the heIght of a proposed bwldmg from 30 feet to 80 feet, reduce the SIde (south) setback from 10 feet to zero feet (to pavement) and reduce the reqwred front (east) setback along Gulf Boulevard from 25 feet to 20 feet (to pavement), under the prOVISIons of Section 2-504 A The proposal mcludes an 80-foot lngh reSIdential condomIllium bwldmg of 31 attached dwellmgs Based on the applIcatIOn and the staff recommendatIOn, the Commumty Development Board (CDB) APPROVED the applIcation WIth the followmg bases and condItions J3ases for Approval 1 The proposal complIes WIth FleXIble Development cntena under the provlSlons of Section 2- 504, 2 The project comphes WIth General ApplIcabIlIty Cntena under the proVISIons of SectIOn 3- 913, and 3 The project IS compatible WIth propertIes wItlnn the surroundmg area CondItions of Approval 1 That a recIprocal mgress/egress easement for the partIal vehIcle turn around on thIS property be recorded WIth Pmellas County and the adjacent dnve on the Sand Key Club property be posted as a no parkmg fire lane, pnor to the Issuance of the first CertIficate of Occupancy, BRIAN J AUNGST, MAYOR COMMISSIONER ED HART, VICE MAYOR COMMISSIONER WHITNFY GRAY, COMMISSIONER HoYf HAMILTON, COMMISSIONER * BIU JONSON, COMMISSIONER "EQUAl EMPLOYMENT AND AFFIRMATIVE ACTION EMPIOYI:R" ;JOp JiJpJO /uallldo/at\aQ OLH fIn!J\J77 /f1J:;j UOI/VQ OLH fIn!J\81/1plliJd pllV piJMalt\iJw.SaSVJ 8U1plliJcN(:;j7:f\B Q :JVIli1I11IJVdiJa 8,I11IUV/d\ S :)'1'1 'lSB3 uOlIuQ :):) I - ,~'" 10p:::>11a ~UlUUUId d:)IV 'lUudulU~ H UHIlUA:) .~.~ 'AI:::>l:::>JUlS tO~t-l9~ -LlL lU 'l:::>uuuId 10lU:::>S 's[I:::>M :::>lli\uM IIUJ 01 :::>lUllS:::>4 10U op :::>SU:::>Id 'suolls:::>nb AUU :::>Au4 nOA JI lOOl of: l:::>qUI:::>ld:::>S UO S:::>lldx:::> :::>SUJ lnoA 10J pou:::>d IU:::>ddu :::>4~ :::>SUJ :::>41 JO U0I1UUlUli:::>1:::>P IUUlJ :::>41 ~Ulpu:::>d UOISIJ:::>p :::>41 JO lJ:::>J1:::> :::>41 AU1S [lu4s IU:::>ddu JO :::>JI10UfU0I1UJIIddu uu JO ~UlI!J :::>4~ UOISIJ:::>p ga:) :::>41 JO :::>lUP :::>41 JO SAUP 171 Ul411M. 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LI..LJPlIl1 1",11I. ~116~J" iWi G ~~ ~:! ~~ < > ::i o z W 'U: id hi! 18~ ';'1 Ii! I!i~ 'l. hi '.J ~i8 il: I " {, , \. (,. '- r~ I \'-t ~"\ _ ~-~ --- - - -I' -- J -- ~ I ~ r r I I [Q] I I '@ @ I I @l - I ~ ~ - [J ~I 0 D1 ~ lei lQ) I9l .rg] (QI [gJ~ \ . , 1Q] [g} lOO (QI [gJ [gJ; , rogrm', . m~ ~;\. 1 , -] I'" 6lJ m mHln < ~ C-~J\ . . l ~yJ ..~ ~~ . = , f~ ....... ' ':J I L'l",,\1 , ," '.. . 'f' ) , i\ -...J . . ' l ~ \ 1 d~ ~, . i"1 1~_~: .' r-I~ ~ ~ ,'< \- I I . I ilQ !!Ill ,1,1, p:' I '11111111 H Ilj:llil" I il~ ~! 'jllil I 1--- p <'OQ,2',:..?iI x :-I of. :.&0"<<1.'-;(. _.. Li'.ltl1Y -loC ....., ,I :1 I~ ~I XJIl1 ~}-- -7 ~ L I' ~ _r- , J- ~ _;J ... , -- .. ~ ~J r rT - 'x.. r'" ~ ,',\r ~-~~ L .. .. i....~ ~ I r- 2- L _ r _oJ l l -.f-J W 'U~ 1:1 hi! Iii 'I~I 1"11 I Iii, 1 ~,' "J" ~d 1;1 ~il Gi: · ,.. OUA<W III! !1!IUII ,,'I,llill' I '1'1 I" - 11 I,i: Illj!1 I i ~ "Jllll I II. 'jl/' I .1 . ~ ~ ~ ~ ~ fP1 - \ 1 ' , ' . I i 1 I 1 I I , I 1 I I 1 I View looking southeast (Sand Key Club) View looking south View looking northeast (from Sand Key Club) 1370 Gulf Boulevard FLD2002-050 14 View looking northwest (vacant; Crescent Bch Club: View looking north (rear of property) View looking south (along Gulf Blvd) View looking southeast at 1401 Gulf Blvd. from subject property View looking northwest at subject property from Unit 107 of 1401 Gulf Blvd, I- I View looking northwest at subject property from Unit 105 of 1401 Gulf Blvd. View looking northwest at subject property from Unit 209 (at ground level) of 1401 Gulf Blvd, Views of, and from, 1401 Gulf Blvd. (Units 105, 107 and 209 - see letters of objection) 1370 Gulf Boulevard FLD2002-050 14 ~ NDRTH 1"=700' j J ~- .1 tJt ~ SJj~ Aerial Map The Renaissance on Sand Ke}j Inc. 1370 Gulf Boulevard FW 2002-05014 PUBIJC WORKS ADMINISTRATION ENGINEERING LE (J:\L OE'S(;j~J p-fJ(J~\J A TRACT DESCRIBED AS FOLLOWS: FROM THE SOUTHEAST CORNER OF SECTION 19, TOWNSHIP 29 SOUTH, RANGE 15 EAST (SAID CORNER BEING ALSO THE NORTHEAST CORNER OF SECTION .30, TOWNSHIP 29 SOUTH, RANGE 15 EAST), PINELLAS COUNTY, FLORIDA, RUN N89'04'01" W, I ALONG THE NORTH BOUNDARY OF SAID SECTION ,30, A DISTANCE OF 2819.60 FEET; RUN THENCE SOUTH A DISTANCE OF 1012.61 FEET TO A POINT ON THE CENTERLINE OF STATE ROAD No. 694 ( COUNTY ROAD No 208): RUN THENCE NORTHEASTERLY ALONG THE CENTERLINE OF SAID STATE ROAD No. 69,{ ALONG A CURVE TO THE RIGHT (RADIUS - 1909.86 FEET, AN ARC DISTANCE OF 512.1.3 FEET (CHOr~D - 569.99 i CHORD BEARING - N2S2,Y25"E): RUN THENCE N.31'58'20"E, ALONG SAID CENTERLINE ALONG A CURVE TO THE LEFT ( RADIUS - 1909.86 FEET), AN ARC DISTANCE OF ,304.21 FEET ( CHORD - 30.3.94 FEET, CHORD BEARING - N2T26',30" E.) TO A POINT OF TANGENCY OF SAID CENTERLINE; RUN THENCE N22'50' 39" E., ALONG SAID CENTERLINE A DISTANCE OF 18.{.3JO FEET; RUN THENCE N6T 12'1 t' W. A DISTANCE OF 50 FEET TO A POINT OF THE NOr~THWESTERL Y [~IGHT -OF -WAY LINE OF SAID STATE r~OAD No. 694, SAID POINT BEING THE EASTERNMOST CORNER OF SAND KEY CONDOMINIUM - SOUTH BEACH 1, AS r~ECORDED IN CONDOMINIUM PLAT BOOK 1{, PAGES 8.3 THROUGH 89, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; RUN THENCE N22' 50'.39" E. ALONG SAID NORTHWESTEr~L Y RIGHT-OF-WAY LINE OF STATE ROAD No. 694 A DISTANCE OF 2'30.05 FEET TO A POINT OF BEGINNING: FROM SAID POINT OF BEGINNING, RUN N6T09'15"W., A DISTANCE OF ,302.58 FEET TO A CROSS MARK CUT IN THE CAP OF A CONCRETE SEAWALL AS A LINE MARKER; CONTINUE THENCE N6T 12' 1 t' W. TO THE MEAN HIGH WATEr~ LINE OF THE GULF OF MEXICO TO A POINT HEREBY DESIGNATED FOr~ r~EFERENCE AS POIN T "A"; BEGINNING AGAIN AT THE POINT OF BEGINNING, r~UN N22'50'.39" E., ALONG SAID NORTHWESTERLY RIGHT-OF-WAY LINE OF STATE ROAD No, 69{ A DISTANCE OF 156A4 FEET; RUN THENCE N6T12'l t'W., A DISTANCE OF 219..35 FE TO A cr~oss MARK CUT IN THE CAP OF A CONCr~ETE SEAWALL AS A LINE MAr~KER; CONTINUE THENCE N6T12'lt'W. TO THE MEAN HIGH , WATER LINE OF THE GULF OF MEXICO; r~UN THENCE SOUTHWESTEr~LY ALONG SAID MEAN HIGH WATER LINE TO THE PREVIOUSLY DESIGNATED POINT" A" . 0J o o ("IJ o In co l'l o ~~ o ("IJ C ::l "-) ::l .c. f- r:L()()O lO~r!: J ~J (OJ{~\JIJ-\-(Ji'()~1 en $: o c.. Q) > o U ,./ U:1 ("IJ (~J o ,./ ("IJ C> o ("IJ ,./ If) ....., u Q) THE ABOVE DESCRIBED PROPERTY APPEARS TO LIE WITHIN FLOOD lONE VE PEr~ FLOOD INSURANCE r~A TE MAP 125096 001.{ E MAP r~EVISED: ,JULY 2, 1992 ,~~ o c.. 0... ,./ If) en c:: .c~ ..s: ru c.. Cl ,./ U .rl ....... .Cl ::l 0... ,./ ..-1 ....., C If) Q) z ---- ~ SUr~VEY INFORMATION PROVIDED BY A SIGNED & SEALED SURVEY BY: C. Fr~ED DEUEL L.B.# 101 DA TED: XX/XX/XX ;, I! i .___If .:~A !" ~ Ii: : Ii I: I: I, [: " i; I, " I. i: il " I J! 0tr::'GJ]] 0 1\] ;1 9 J rO'Jv~\j 0HJP 29 S, ru\NGr::']:) r t: Glf'! OF GLfJ\r<v'JJYffH P1NfLLJ\SCOUN-fYJ rLOr~lOJ\ .' . [: I: , j' ~ / ... .~ ".,' \. ," ~~-".:'~" " 11" :1 11 II t,t'. !~ ", " :1 : , \; i: ii " I' I [, , , , , , i I>. i ~ I ! , ! I .. I';~ ,. .'1=~ , ,.- . ,...~ -", ,( . (i:; i ! 5i' , ,i I .' t . ( ,I I' , : I , , . I " [, srr~ o)\-r f.\ EXIS riNG (E) r pr~OPOSED (p) r- REQUIr~ED HDr~ &.os:~ SAME HDr~ ,!lc OSI~ lONING: ,-------------~----_.._- --------------.-, RH SAME RH LAND USE: ----.--------------.------ _._._------_._-_.~------- ~_._---_._----_.__. VACAtH ^ TTACHED DWELLINGS O.K. USAGE: -----------~----_._---_._--------_._---- ---------------------- _._-------~-----------~--- ~----_._----_._------ LOT AREA: HDR == .{5,522 S.F. 1.045 ACRES OSR == 31,2i38 S.F. 0.12 ACRES O.K. SAME .__._--~_.- ------..---------.----...-------.-.---.-- ---.-----------.---------- ..,----_._-_._._-----~_._-~--_.- ---~-_._----~-----~-- DENSITY .31 UNITS .30 UNITS/ACRE ----.-------.--- --.----------------- ------------------- BUILDING COVERAGE: (S.F. & % OF GROSS SITE) ~------- ----- GROSS FLOOI~ At~EA (S.F.): F.A.r~.: -----------.--f'------------- ------- . FRONT: BLDG. [-------- SETBACKS: SIDE: ----~------_._- - t~EAR: , --_._-~-------- ---.-- -----,---- 11,181 SQ. Fr. 15..3~% o o 9~,2-18 SQ. FT. 1.2.3 61' 15'-25' i o 10'-6" 0'-10' o -~------; ~O' 10'-15' o --- 1--- BLDG. HEIGHT: 80' FROM BASE FLOOD ELEVATION --.- AREA-OUTSIDE 6r-- -------------- PARKING GARAGE 1 6,~.s5 SQ. FT. o .30'-1.30' , ---,~_._------------------------ PAVED VEHICULAr~ USE AREA: (V.U.A.) IMPEt~VIOUS SUr~FACE r~A TlO: (I.S.R.) .32,{.35 SQ. FT. 0.'11 0.85 i ------1----------' OPEN SPACE: 1.3,081 SQ. FT. (S.F. & % OF GHOSS SITE) 28% ..--..--.----------------------..------'.------- --.-----.--,----- -.-------------------- ~- 15% PARKING LOT INTERIOR LANDSCAPING: (S.F. & % OF V.U.A.) 1,666 SQ. FT. 10.1 % 10% ---- .------------------ ---.-------- PARKING: o 52 H SPACES _____.____________ ____.___._____ ________________L_______._____________ PAr~KING CALCULATIONS: .31 UNITS @ 1.5 SPACES / UNIT ==41 i i "~J. . I . .' ,/ ... , ' .' ,I ,; , . , ; , , :' ,; .' , , , . ~4i_......s:.. t' 'I r' "r"~J '0 ~!:(jJ t:1 .r . ) EXIST, ELEVATION EXIST, CONTOUR ~ (~ NEW ELEVAIION . ,.)..).) NEW CONTOUR ~ ----- ~ I') ---" ---" I I' I, EXIST. STOf~M SEWEr~ NEW STOr~M SEWER . -----' . NEW UNDERDRAIN I ....................................................... I EXIST. SAN. SEWER NEW SAN, SEWER ----II I ~ I ~ I ----II '~! 'd' .)~: I. : !, EXIST. WATER SERVICE - - - - - - - - ~ NEW WATEr~ SERVICE --' J J ..... ..... ..... ..... ..... --' NEW INLET ~ NEW SAN, MANHOLE ) C.O, ----II'~[lJ~I----' NEW CLEAN -OUT(C.O.) NEW BUILDING AREA 1 1 1 ( , NEW ASPHALT .' NEW CONCRETE ~ " . TEMP, SILT BARr~IEr~ ~..rV",J"..A.fV"-J'...J POINT OF CONNECTION OF NEW UIILlTY TO EXIST, ~/~ M B,F.P.D. F,H.A. F.D,C, T.B.O, T,&V, METER BACKFLOW pr~EVENTION DEVICE Flr~E HYDRANT ASSEMBLY FIRE DEPARTMENT CONNECTION TEMPor~Ar~Y BLOW-OFF TAP AND VALVE ,', I ,.J ,~ '1: [-'),l>_ fJ o ~ 1:3 '-~ [il'? ~ 'J: .:'M' i ..:? \ d J . <S. ' .!. C:J l'l r - 'oJ ~~ g -~ C) rr~ ....rl.1 "I ., U i - r .J j --. 4( . "l\ . ,..- !!. t,~::1 I I I" ~..:! . -( (' ~~ -::. i'l J. :.1 p . ~-,. l' ,0 "r It, 'lJ '..!..,,-c ~J ." , 1.J I..!.J r,.,. " . I" - -- r: \./' -:'.. ,,::- :-.. ~--- =:) ." , 1.. ~ ~ -( ~ ~ ,(J lLJ U_' C) ':) :< ~.!"'~ Vi f/;, (-J'~ ~ !~tJ ".- <( -:( ,y. 0 (j '.,.. U~ U t.J rj (j i;; (~ fJI :.J f)r),)'1 --.. 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';'J:~ t .l'J~ :,.) t!!:) ';l~.\,-\I:!(J M{O r).\lj~.H.m(r.l a.)t!!:) [.;.J:.I tI 1 DUR NG CONS1RJCTION SED MENT S TO REMAIN ON SITE THE ~ONTRACTOR S RESPONS BLE FOR THE NSTALLATlON OF EROS ON AND SED MENT CONTROL DEVICES P~ OR TO NIT AT NG AND DUR NG ALL PHASES OF lAND ~LEAR NG AND CONSTRU~T ON TO PREVENT SOIL EROS ON AND SILTAT ON 2 THE RE1ENTION AREAS SHALL BE ~OUGH GRADED PR OR TO CONSTR~~T ON "11TH ALL STORM VATER D RECTED TO IT An ER COMPLET ON OF ALL '10RK REMOVE DEBR S A.ND S LTAT ON FROM THE BOTTOM OF THE RElENT ON BAS NAND F NE GRADE THE F NAL S X (6) NCHES AND SOD rONTRACTOR TO MA NTA N THE S DE SLOPE REQU RED AND SHO'lN ON PlAN AND NOT FY ENG NEER FOR AN NSPECT ON P ~ OR TO SODD NG 3 THE RE1ENTION AREAS AND OU1FALL CONTROL STRUCTU ~ES SHALL BE rONS1RUCTED EARLY N THE CONSTRJnlON PER 00 TO M TIGA1E ANY ADVERSE VATER QUANTITl' N PARTS OFF S TE 4 AFTER I:OMPLETlON OF THE PROJE~T THE OWNER VILL BE RESPONSIBLE FOR THF OPERATION AND MA NTENANr.E OF THE STORMWATER FACILlT ES A.CTIONS N~LUDED SHALL BE REG JlAR MO V NG OF THE BOTTOM AND S DE SLOPES PLUS PER ODIC NSPECT ONS AND REMOVAL OF DEBR S TRASH ETC THAT MAY BLOCK THE OPEN NGS N THE CON1ROL STRUCTURES 5 ALL DISTURBED rOND TONS SHALL BE RESTORED TO NATURAL I:OND TIONS OR BETTER 6 ALL S DE SLOPES OF RETENT ON OR SWALE AREAS SHALL BE STAB L1ZED BY VEGETAT ON OR OTHER MATERIALS TO M N M ZE EROS ON AND PROTEn THE STORMWATER BAS N 5 ALL ~ONSTRUCTION DEBRIS AND OTHER VASTE MATER AL SHAJ L BE DISPOSED OF OFF-SITE N ACCORDANCE "ITH APPLlr:ABLE REGUlATIONS ONLY "GRAD NG BY HAND" IS PERM 11 ED W TH N THE CANOPY LINE OF 1r~EES THAT ARE TO REMA N 6 DiE ONTRACTrC'\ S TO OBTAIN ALL NECESSARY PERMITS FOR REMOV NG ANY EXIST NG STRUCTURES 7 T S THE CONTRACTOR S RESPONS B L11Y TO NOT FY ALL UTILlTl' ~OMPANIES TO D SCONNECT OR R"MOVE THE R FAC LIT ES PR OR TO REMOV NG OR DEMOLISH NG N01E REQU RED EROS ON r:ONTROL MEASURES '-AUST REMA N NTACT THROUGHOUT r.ONS1RUn ON FA LURE TO NSTALL OR PROPERLY MA NTA N THESE BARR rADES "ILL RESULT N ENFOR~EMENT ACT ON "HlrH MAY Nr:L~DE r.lTAT ONS AS PROV DED BY CHAPTERS 400 4 & 400 40 FA C ~AN RES JLT N A PENAL 1Y NOT TO ExrEED S 10 000 PER OFFENSE WITH EACH DATE DUR NG VHlrH S JrH V OlAT ON OCCURS CONSTITUT NG A OFFENSE 8 THE ~ONTRACTOR V LL BE RESPONS BLE FOR MAK NG A V S JAL NSPE~T ON OF THE S TE AND W LL BE RESPONS BLE FOR THE DEMOLITION AND REMOVAL OF ALL JNDERGROUND AND ABOVE GROUND STRUCTURES THAT VILL NOT BE NCORPORATED VITH THE NEW FACILlT ES SHOULD ANY DISCREPANCIES EXIST \11TH THE PlANS THE CON1RACTOR SHALL BE RESPONS BLE FOR CALLING THE 0 '1NER AND REQUEST NG A ClAR F r.AT ON OF T,E PlANS PR OR TO DEMOLITION 9 DUR NG r:ONSTRUr.TION ALL STORM SEWER NLETS N THE VIC N TY OF THE PROJECT SHALL BE PROTEC1ED BY SED MENT TRAPS SUCH AS SECURED HM BALES SOD STONE ETr. VH CH SHALL BE MA NTA NED AND MOD F ED AS REQU RED BY CONSTRUCTON PROGRESS 10 ALL EROS ON AND S LTAT ON CONTROL METHODS SHALL BE MPLEMENTED PR OR TO THE START OF CONSTRun ON AND MAINTA NED UNT L rONSTRunlON IS rOMPLETE 11 VHEN CONSTRUCT ON IS COMPLETED THE RE1ENTION/DETENT10N AREAS WILL BE RESHAPED r.LEANED OF S LT MUD AND DEBR SAND RE-SODDED N ACr.ORDANr.E TO THE PlANS 12 CONT RACTOR IS TO PROV DE UOS ON CONTROL/SED MENTAT ON BARR ER (HAY BALES OR S LTAT ON CURTA N) TO PI~EVENT S LTAT ON OF ADJACENT PROPERTl' STREETS STORM SEWERS WA1ERWAYS AND EX ST NG VETlANDS -AA NTF.:NANCF.: AND OPERATlONS NSPECT10NS FOR STORM WATF..R DISCHARGF.: FACIL 1Y ALL SODDED AREAS SHALL BE MO VED AND MAINTA NED PROPE ~LY 2 UNDU NO r. RrJMSTANr.ES SHALL THE RElENT ON AREA BE F LLED VITH ANY OTHER SUBSTANCE THAN STORM'IA1U 3 S VALE AREAS SHALL BE KEPT CLEAN AND FREE OF ANY OBSTRUrr ONS 4 F DAMAGE TO THE SYSTEM DOES O~CUR THE SYS1EM SHALL BE RECONSnUCTED N AC~ORDANrE "11TH THE APPROVED PlAN I.\f;!;t 3{3f~rJ :C.)t!!3 1 ALL '1A1ER MA NS SHALL HAVE A MIN MUM OF 36 NCHES OF rOVER 2 ALL VA1ER SYSTEM \lORK SHALL CONFORM "11TH LOCAL ~EGUlATORY STANDARDS AND SPEC F CAT ONS 3 ALL D In LE RON P PE SHALL BE ClASS 52 N ACCORDANr.E V TI, ANSI A 21 50 (A/ofWA C 150) I-< D ANSI A 2131 (AWWA r 15') AND PPE SHALL REr.EVE EXTER OR BITUM NOUS COAT NG N ACr:ORDANCE VITH ANSI A 21 6 1 21 8 OR A 21 5' AND SHALL BE MORTAR L NED STANDARD THICKNESS AND B TUM NOUS SEALED N ACCORDANCE WIDi ANSI A (AWWA C 104-71) 4 ALL FITT NGS lARGER THAN t' SHALL BE DUCTILE RON ClASS 53 N AcrORDANrE "11TH A VWA C- 1 0 V TH A PRESSURE RATING OF 350 PSI JOINTS SHALL BE MECHAN r.AL JO NTS N ACCORDANCE WITH AlVINA r.- 1 1 1 FITT NGS SHALL BE rEMENT MO" AR L NED AND COATED N A~r:ORDANCE 'v'TH A VWA C- 1 04 5 ALL pvr WA 1 ER MA NS 4" THROUGH 1 t' SHALL BE N ACf:ORDAWE V TH A ""VA C-900 P PE SHALL BE ClASS 15FO AND MEET THE ~EQU REMENTS OF SDR '8 N ACCORDANr:E /of T ~ ASTM 0-2241 6 VA1ER MA N P P NG OF LESS THAN 4" SHALL BE PU ASH-A D2241 89 7 ALL F TTlNGS t' AND SMALLER SHALL BE Sr:HEDULE 40 PVC V1TH SOLVENT VELD ED SLEEVE Tl'PE JO NTS 8 ALL GAlE VALVES t OR lARGER SHALL BE ~ES LENT SEAT OR RES LENT VEDGE MEET NG THE REQU REMENTS OF AV'NA C509 9 ALL F RE HYORr TS SHALL MEET THE REQU REMENTS OF A VWA r:502 AND SHALL BE APPROVED BY n E LOr.AL UTILl1Y AND F RE '-AA.RSHALL '0 THE CON1RACTuR S TO NSTALL TEMPORARY BLOW OFFS AT THE END OF VA1ER ~ERV1r.E lA1ERALS TO ASSURE ADEQUATE FLUSH NG AND D S NFEr.T ON , 1 TH~UST BLOf'1( ~G SHALL BE PROVIDED AT ALL FITTINGS AND HYDRAN1S AS SHOWN m~ DETAILS , 2 MAlE S AI D CONSTRurTlON METHODS FOR VATER 0 STR BUT ON SYS1EM SHALL BE N AC..., lRD\NCE V TH THE LOCAL REGUlATORY ~GENCY CODES 13 THE f r. A.T ON SYSTEM S ,ALL ,AVE COLOR P P NG AND lABEL NG ON THE P PE TO NSU~f D FFERENT AT ON FROM POTABLE VA1ER P P NG THE 0 'iNER SHALL PER 00 ~ALLY ~-AONITOR THE STORMWA1ER ~'YS1EM (P PE CONVEYANr.E SYS1EM AND RETENTION POND) FOR S LT AND SED MENTA.T ON BUILD UP THE P PE rONVEYANr:E SYSTEM SHALL BE FLUSHED AS DEEMED NECESSARY NO LESS THAN TV rE A YEAR ALL -AA1ER AL SHALL BE ~OLLECTFD DOWNSTREAM AND REMOVED THE RETENT ON POND SHALL BE KEPT MOWED AND THE BOTTO~-A FREE OF DE.BR S F VATER STANDS N THE POND MORE THAN 48 HOJRS THE 0 '1NER SHALL RAKE AND/OR Sr.AR FY THE POND BOTTOM AS DEUED NErESSARY AND NO LESS THAN fV rE A YEAR TO RESTORE THE PERrOLAT ON rHARArTER ST CS OF T1,E POND THE 0 '1NER N LL BE RESPONS BLE TO MAKE SURE THAT TO THE BEST OF HIS AB L1Tl' NOTH NG ENTERS THE SYSTEM BES DES STORMWATEr~ THAT COJLD DETERIORATE THE F JNCT ON NG r.APAB L T ES OF THE SYS1EM IE GASOL NE 0 L GREASE r.HEMlrALS ETr. THE POND UNDERDRAIN SYS1EM SHALL BE NSPErTED ANNUALLY AND RETROFITTED AND FUSHED SEMI ANNUALLY CLOGGED OR SPENT F LTER MAlER AL SHALL BE D SPOSED OF N ALL MANNERS AS VITH THE HANDL NG OF HAZARDOUS '1ASTE THE SPEt'H F LTER MATER AL SHALL BE D SPOSED OF N A PER!-A TlED FAr:ILiTl' SED MENT lRAPP NG MEASUr~ES SED MENT BAS NS AND TRAPS PER METER BER S F LTER FEN(;ES BERMS SED MENT BARR ERS VEGETATNE BUFFERS AND OTHER AEASUI~ES NTENDE.D TO lRAP SED MENT AND/OR PREVENT THE lRANSPORT OF SED MENT ONTO ADJACENT PRO PERT ES OR NTO EXIST NG /ofATER 80D ES ..-1UST BE NSTALLED ~ONSTRUr.1ED OR N THE r.ASE OF VEGETATVE BUFFERS PR01EnED FROM D STURBANr:E AS A F RST STEP N THE lAND ALTERATION PROf:ESS SUCH SYSTEMS SHALL BE FULLY OPERATVE AND NSPEC1ED BY THE FNG NEER BEFORE A '-JY OTHER D STURBANrE OF THE SITE BEG NS 2 PR01Er.T ON OF EX ST NG STORM SEVER SYSTEMS DUR NG r:ONSTRUCT ON AL L.. STORM SEWER ~LETS N THE Vr.NITl' OF THE PROJECT SHALL BE PR01ECTED BY c> 0 MENT TRAPS SUr.H AS SECURED HAY BALES SOD STONE ETr. '1H CH SHALL BE M~ NTA NED AND MOD F ED AS REQUIRED BY r:ONS1RUCT ON PROGRESS AND VHlr.H MUST BE APPROVED BY THE ENG NEER BEFORE NSTALlAT10N 3 SED MENTATION BAS N THE CONTRACTOR VILL BE REQU RED TO PROH BIT D SC HARGE OF S LT THr~OUGH THE OU1FALL STRUrTURE DUr~ NG r.ONSTRUrrlON OF ANY RETENTION AREA AND """ L BE REQU ~ED TO rLEAN OUT THE RE1ENT ON AREA BFFORE NSTA.LL NG ANY PERMANENT S JBDRA N P PE N ADD TION PERMANENT RElENT ON AREAS MUST BE TOTALLY rLEANCD OUT AND OPERATE PROPERLY AT F NAL NSPErl10N AND AT THE END OF THE WARRANTl' PER OD 4 S VALES DIT(;HES AND CHANNELS ALL SWALES DIT(;HES AND r.HANNELS LEAD NG FROM THE SITE SHALL BE SODDED WTH N (3) DAYS OF EXr.AVATION ALL OTHER NT ERIOR SWALES ETr. NrUJD NG DETENT ON AREAS NILL BE SODDED P ~ uR TO '-'SUANr.E OF A rERT F CATE OF O(;CUPANr.y 5 PR01ECTlON AND STABIL lAT ON OF SO L STOf:KP LES F LL MATER AL STOCKP LES SHALL BE PR01Er.TED AT ALL T MES BY ON-S TE DRA NAGE CONTROLS "HlrH PREVENT EROS ON OF THE STOCKP LED MAl ER AL rONT ROL OF DUST F RO~-A S JC ~ STOCKP LED MATER AL MAY BE REQU RED DEPEND NG JPON THE R LOCATION AND THE EXPErTED LENGTH OF T ME THE STOr.KP LES WILL BE PRESENT N NO r.ASE SHALL UNSTAB L ZED STOr.KP LE REMA N AF1ER TH RTl' (30) rALENDAR DAYS 6 MA NTENANCE ALL EROS ON AND S LTATION CONT ROL DEV CES SHALL BE CHErKED ~EGUlARLY ESPECIALLY AFTER EACH RAINFALL AND V LL BE CLEANED OUT AND/OR REPA RED AS ,EOJ RED ."(\f~.t .(3n.'.I r~3n~Crl \:10 l~U~~.}t(.Ja .t~'lljnt~.l~:HJ OF HE WATER SYSTEM Nr:LUD NG FITTINGS HYDRAN1S ) 'vALVES SHALL REMA N UNCOVE.RED UNT L PROPERLY PRESSURE PlED BY THE 0 VNER S ENG NEER PRESSURE TESTS TO BE N ~ VMER DEPARTMENT SPEC F CATIONS ~ONTRAC':TOR TO NOT FY R t..ND ~ATER DEPA~TMENT NSPECTORS 48 HOURS N ADVANCE OF 2 NE'v' VATER MAli S AFTER r:OMPLEl N OF NSTALlAT ON OF NEW VATER MAINS PRESSURE TEST NG SHALL BE PE RrORMED N ACCORDANr:E '11TH THE LOCAL JURISD nlON NATER SYSTEM STANDARDS M'n SPEr. F CATIONS CONHACTOR TO PERFORM CHLOR NAT ON SAMPL NG OF N WATER MA NS SHALL CONFORM VITH rOJNTl' PUBLlr. HEALTH UNIT REQU RE~ ENT t~D RESULTS FOR VARDED TO THE ENG NEER UNDER NO r. RCUMSTANCES SHALL A NEN Mll=R SYSTEM BE PlACED NTO SERVCE UNTL rERTFCATON BY THE ENG ~ [. f~ HAS [3EEN COMPLE1ED AND A RELEASE FROM COUNTl' P JBL r. HEALTH JNIT HAS BEEN SSJED l.\:Ht.\.t( 3;:.J;!.t :,.)t!!:} THE F LlER SAND SHALL BE VASHED MATER AL MEET NG F DOT ROAD AND BRIDGE SPEC FlrATlONS FOR SIL CA SAND AND QJARTZ GRAVELS OR M XTURES THEREOF (LESS THAN ONE (1) PERCENT S LT rlAY AND ORGAN r. MAnER) UNLESS F LTER CLOTH IS USED VH r:H S SU TABLE TO ~ETA N THE S LT ClAY AND ORGAN C MAnER VITH N THE FillER r.ALr.IUM r.ARBONA1E AGGREGATE is NOT AN AcrEPTABLE SUBST TU1E AND HAVE A.N EFFErTIVE GRA N S ZE OF 020 TO 055 M LL METERS N D AMETER A UN FORM Tl' COEFFIC ENT OF 1 5 OR GREATER ~lE OF 0 125 r.M/SE(; OR GREA1ER F THE PERME,-\B L1Tl' RA1E OF THE F LlER SAND IS LFSS THAN 0125 CM/SE(; A REPlAr:EMENT OF THE FILTER SYSTEM WILL BE REQJ RED AT THE r:ONTRACTOR S EXPENSE THE CONTRACTOR SHALL HAVE THE SAND TES1ED AND APPROVED BY THE ENG NEER pr~IOR TO INSTALlATION IT IS REr.OMMENDFD THAT THE CON1RACTOR HAVE THE F LlER SAND TESTED AND APPROVED 2 THE PFRFORA1ED P PE SHALL CONS ST OF POI..YVINYL rHLOR DE (PVC) CONFORM NG TO ASTM D 30.33 HAVE M N MIJM OF S X1EEN (16) 3/8 NCH D AMEfER PUFORAT ONS PER L NEAR FOOT OF P PE AND BE ON THE BOTTOM 130 OF THE P PE 3 THE CON1RACTOR SHALL PROV DE DEWA1ER NG MEASURES AS REQJ RED DUR NG TI E NSTALlAT ON OF THE UNDERDRA N AND ALL OF ITS rOMPONENTS 4 TI-iE rONTRACTOR SHALL NOT BAr.KF LL THE DRAIN P PE UNTIL THE ENG NEER HAS VER F ED AND APPROVED THE DRA N P PE GRADES AND NSTALlAT ON OF F LlER MEDIA 5 S VFW'..-1D REQJ RES AS BU LT r:ERTlF CATION BY THE ENG NEER FOR TH S F LTER SYSTEM TEST REPORTS FROM AN A.PPROVED lABORATORY ON GRADUATION AND PERMEAB L Tl' SHALL BE NrUDED N THE AS BJILT SJBMITTAL 1 ALL SAN TARf SloWER MAINS & lATERAL SHALL HAVE A M N MJM OF 36 NCHES OF rOVER 2 ALL SANITARY SEWER MAINS & SERVCE lATERALS SHALL BE rONSTRUC1ED OF POLYV NYL r.HLOR DE P PE SDR 35 OR AS OTHERW SE ND CAT ED ON THE rONSTRUCTION [RA V NGS 3 ALL SANITARY SEWER VORK SHALL CONFORM V1TH LOr.AL REGUlATORY STANDARDS AND SPEC F CAT :H6 4 PR OR TO r:OMMENCING \lORK VHICH REQU RES CONNECT NG NE \I VORK TO EXIST NG L NES OR APPUR1ENANr:ES THE CONTRACTOR SHALL VER FY LOCATION AND ELEVAT ON OF EXIST NG f:ONNEnION PO NT AN D NOT FY 0 '1NER S ENG NEU OF ANY CONFLlr.TS O~ D srREPANC ES 5 PVC P PE AND T NGS SHALL CONFORM TO AST'-A SPEr: FlCAT ONS DESIGNAT ON D-3034-77C MA SDR 35 NSTALlAT ON OF SDR 35 P PE SHALL BE N STRICT A~rORDANr.E WITH THE REQU REMENTS OF ASTM SPE(; FirAT ON SEnlON D2321 ALL C::AN TARY SEWER P PEl NES SHALL BE SOL D GREEN N r:OLOR 6 ALL PVC FORCE MA NS SHALL BE r:lASS 2000 SDR 2 1 ~OLO ~ GREEN \11TH A GREEN r,{AGNET!..... TAPE A M NIMUM OF 2" VIDE PlAr.ED 1 FOOT BELOW THE PROPOSED GRADE THE PI~ NT NG ON THE MAGNETIC TAPE SHOJLD ~EAD "FORCEMA N" 7 ALL D JCT LE RON P PE SHALL BE rlASS 52 N ACr:ORDANCE V TH ANSI A 2' 50 (A VIVA r. 150) AND ANSI A21 51 (A VIVA C 151) DUCTILE RON P PE SHALL RECE VE NTER OR AND EXTER OR BITUM NOUS ~OAT NG N Ar.CORDANrE NITH ANSI A 2' 6 A 21 8 OR A 21 51 8 ALL SANITARY SEWER GRAV TT MAINS OR SAN VARY SEWER FORCEMA NS THAT REQU RE DIP ARE TO BE POLYLiNED OR EPOXY L NED 9 A.LL SAN TARY St :'fER COVERS SHALL BE lRAFflC RA1ED FOR H-20 LOAD NG C'1.J o o 0J l1J .;t..~.\.mCr.l .\;iO rl.\ljEmlWl :(O t!!J ~ ~ ...... P[~ OR TO ANY SITF [LEAR NG ALL lREES SHOWN TO REMA N ON THE r:ONSTRUCT ON PlANS SHALL BE PROTEC1ED IN AcrORDANCE WITH DiE LOr:AL REGUlATORY AGENCY S TREE ORD NANCE AND DETAILS CONTAINED N THESE PlANS T SHALL BE THE ~ONl RAr.TOR S RES PONS B L1Tl' TO '-AA NTA N THESE 1 REES N GOOD ~ONDIT ON NO TRE.ES SHO'lN TO REMA N SHALL BE REMOVED N l110JT VRITlEN APPROVAL HOM THE O'lNER 2 THE r:ONTRArTOR S TO PREPARE THE SI1E PR OR TO BEG NN NG ACTUAL rONSTRUCT ON N ACr.ORDANCE WITH THE SOILS lEST NG REPORT COP ES OF THE 50 LS REPORT ARE AVA lABLE THROUGH THE 0 '1NER OR THE SOILS TEST NG rOMPANY QUEST ONS REGARDING S TE PREPARATION REQJ REMENTS DESCR BED N TI,E SO LS REPORT ARE TO BE D RECTED TO THE SOILS lEST NG r.OMPANY 2 THE r:QNTRACTOR SHALL PERFORM AN EXFIL1RATION TEST ON ALL GRAVITT SEWERS NSTALLED N ACr.ORDANCE "ITH THE REGUlAflON AGENCY HAVING JUR SD r.TION MAXMJM ALLn\ABLE LEAKAGE RATE 100 GPO PER NCH PPE DIAMETER PER MILE TEST RESUL1S ARE TO BE SJBMIT1ED TO THE ~EGUlATORY AGENCY FOR APPROVAL r:OORDINAT ON AND NOT FlCATION OF ALL PART ES S THE CONTRACTOR S RES PONS B L1TT 3 ALL FORCE MANS SHALL BE SJBJErr TO A HYDROSTATC PRESSURE lEST N ACCORDANCE V'ITH THE REGUlATORY AGENCY HAV NG J JR SD CT ON SAID TESTS ARF TO BE CREA1ED BY THE ENG NEER OF REr.ORD AND SUBMITTED TO THE ~EGUlATORY AGt.NCY FO~ APPROVAL r:OORDINAT ON AND NOT F CAl ON OF ALL PART ES S THE CONTRACTOR S RESPONS B L 1Y "fl ...... c: ::J ::l o Q.) ~ 3.uat.\.H :3~ I~.' t!!3tlWl .\:to !:U~~'~H')~. .t~'lljl.t~~t~:H:) 1 ALL GRAVITl' SeVER P P NG SHALL BE SJBJECT TO A lELEVS ON NSPECTION BY THE 0 /ofNER S CONTRACTOR r.ONTRACTOR TO NOT FY THE ENG NEER 48 HOURS N ADVANCE TO srHEDULE NSPECT ON t:l'l $ U L- Q.) > o ~ ,/ ~ ("IJ J o ......- "J o o 0J ......- (j') ....., u Q.) o c- o.. ,/ (j') :..n c: $ n:l c- D ......- U rl ....-< .D ::J 0.. ......- ...... ....., c: (j') Q.) z '" ......- 3 THE ~ONT~CTOR SHALL CLEAR AND GRUB ONLf THOSE PORTIONS OF THE SITE NE~ESSARY FOR r.ONSTRUCT ON D STURBED AREAS VILL BE SEEDED MULr.HED 0 ~ PlANTED WITH OTHU APPROVED lANDSCAPE -AATER AL MMED A1ELY FOLLOW NG ~ONSTRJnON 4 THE TOP 4" TO 6 OF GROJND REMOVED D~R NG r:LEAR NG AND GRUBB NG SHALL BE STOr:KP LED AT A S TE DES GNA1ED BY THE 0 '1NER TO BE USED FOR LANDSr.AP NG P JRPOSED UNLESS OTHER V SE D REC1ED BY THE 0 '1NER '1.\ f ~.V:);: I ~l' '~U:..\.t.\a'~a! .t!!'lljl.t~. t~:. i 3 VERT CAL CLEARANrE AT cr~oss NGS GAVTl' SE\V'ERS OR FORCE MA NS CROSS NG UNDER VATER MA NS SHALL BE lA D TO PROVIDE A M N MU'-A VERT CAL D STANCE OF 18 Nr:HES BETWEEN THE NVERT OF THE JPPER P PE AND THE ~RO 'IN OF T E LOWER P PE DiE (;ROSS NG SHALL BE ARRANGED SO THAT THE SE\VER JO NTS AND VATER JO NTS V LL BE EJ D STANT FROM THE PO NT 00 rROSS NG V TH NO ESS THAN'O FEET BETWEEN ANY f\lO JONTS NHERE THE MNMU-A 18 NCH SEPARATON r.ANNOT BE itA NTA NED ONE OF THE FOLLOW NG METHODS OF PROTEr.T ON SHALL BE JT L ZED 1.\t~.V3~ I~.t .~U:~\.t..\:lr~!! .te!'11JI.t~..ti!!:H9 (.;.)~.ltJ A THE SEWER SHALL BE ENr.ASED N CONCRE1E fOR 20 FEET CENTERED ON THE r.ROSS NG (10FT L NEAR SEPARATION BUNEEN JO N1S) B THE SEWER SHALL BE INSTALLED \11TH 0 I P FOR 20 FEET CEN1ERED ON THE r.ROSSING (10FT L NEAR SEPARATION BEflYEEN JOINTS) ~ THE SE"v'ER SHALL BE DES GNED AND CONSTRU( TED EQJAL TO VA1ER P PE AND BE PRESSURE lESTED AT 150 PSI TO ASSURE '1A1ER TIGHTNESS PROR TO BAr.KFILL NG OR o ETHER THE NA1ER II.A N OR THE SE'VER L NE MAY BE ENCASED N A '1ATERT GHT rARR ER P PE NH CH EXTENDS 10 FEET ON BOTH S DES OF THE rROSS NG MEASURED PERPEND CUlAR TO THE NATER MA N THE ~ARR ER P PE SHALL BE OF MATER ALS APPROVED BY THE DEPARTMENT FOR USE IN WATU MA N CONS1RU~TION ONE OF THESE METHODS SHALL A.LSO BE UTILIZED WHEN T!-ERE IS NO AUERNATIVE TO SE'VERS CROSSING OVFR VATER 'I.A NS N SUCH NSTANCES ADEQUA1E SlRUnURAL SUPPORT SHALL BE PROVIDED FOR THE SE\VER TO '-AA NTAIN L NE AND GRADE HOR ZONTAL SEPARATION 8EnV'EF.:N PARAII EL L NES GRAVI1Y SE\VERS OR FORCE MAINS SHALL BE NSTALLED AT LEAST 10 FEET HOR ZONTALL Y FROM ANY EXIST NG OR PROPOSED VATER MA N THE Db TANCE SHALL BE MEASJRED EDGE TO EDGE N CASES NHERE T IS NOT PRACTICAL TO MA NTAIN A 10FT SEPARATION THE NATER MAIN SHALL BE NSTALLED N A SEPARATE TRENCH OR ON AN UND STURBED EAr~Tl1 SHELF LOCATED ON ONE S DE OF THE SE'NER AND AT AN ELEVATION SO Tl,AT THE BOTTOM OF THE WA1ER MAIN IS AT LEAST 18 NCHES ABOVE THE TOP OF THE SEWER AND THE WA1ER AND SE'vVER JO NTS SHALL BE STAGGERED F T S MPOSS BLE n OaTA N PROPER HORIZONTAL AND VE RT CAL SEPARATION AS DESr:R BED BOTH DiE WATER MA NAND SE'VER '-AUST BE ONS1RurTED OF SL P ON OR '-AECHANlrAL JO NT P PF COMPLY NG VITH PUBL C '1A1ER < UPPLY DES GN STANDARDS OF THE DEPARTMENT AND BE PRESSSJRE TESTED TO 150 PSI TO ASSURE WATERT GHTNESS BEFORE BACKF LL NG SANITARY SE'VER/REr.l-\lMED VA1ER & POTABLE '1A1ER/REr.lA MED VATER SEPARATIONS -AAX '-AUM OBTAINABLE SEPARATION OF RE(;lAIMED VA1ER LINES AND DOMESTIC WA1ER LINES SHALL BE PRACTr.ED A M N MUM HOR ZONTAL SEPARATI)N OF 5 FEET (r.ENTER TO CENTER) OR 3 FEET (OUTS DE TO OUTS DE) SHALL BE MA NTA NED BErvEEN RECLA MED VA1ER L NES AND EITHER POTABLE WATER MAINS OR SANITt RY SE'VER L NES AN 18 NrH VERT CAL SEPARAT ON SHALL BE '-AA NTA NED AT r:ROSS NGS THE REClA MED '1A1ER MAIN SHALL BE lREATEO LIKE A SANITARY SE\VER AND A 10FT HORIZONTAL AND 18 INCf1 VERTICAL SEPN~TlON SHALL BE MAINTAINED BUVEEN THE REClA '.lED WATER MAIN AND SANITAAl' SE \lERS On-iER n-tN~ THE NErESSAr~Y TO ENSURE THE STRUr.TURAL INTEGRITl' AND PROTECTION OF THE L1Nb THEMSELVES NOTE VHEN T S MPOSS BLE TO OBTA N PROPER HORIZONTAL AND VERT r.AL SEPARATIONS AS ST PU lAT ED ABOVE DEP MAY ALLOW DEVIAT ON ON A CASE BY CASE BAS S F SUPPOR1ED BY DATA FROM THE DESIGN ENG NEER APPROVAL FOR THE DEV AT ON MUST BE OBTA NED PRIOR TO CONS1RUrT ON r.l.t.\O!Wl .\a~ O;t.\l:'.\r",,~ :..) f!!} ALL DELETERIOUS SUBSTANrE MAlER AL (I E ~-AUrK PEAT BUR ED DEBRIS) S TO BE EXr:AVA1ED N ACr:ORDANr.E V1TH l11ESE PlANS C ~ AS D REr.1ED BY THE o '1NER S ENG NEER OR OWNER S SO L TEST NG f:OMPANY DELETER OUS MAlER AL IS TO BE STOr.KP LED OR REMOVED FROM THE SITE AS [IR.C1ED BY THE 0 '1NER EXCAVA1ED AREAS ARF TO BE BACKF LLED "ITH M P~OVEJ MA1ERIALS AND (;OMPACTED AS SHO'lN ON THESE PlANS 2 THE r:ONl ~r.rOI~ SHALL BE RESPONSIBLE FO ~ PROTEr.T NG EXr.AVAT NG AGA NST COLlAPSE AND W1LL PROV1DE BRAr. NG SHEETING OR SlnR NG AS NEr.ESSARY TRENr.HES SHALL BE KFPT DRY VH LE P PF AND APPURTf t~ANCES ARE BE NG PlAr:ED DEW~TER NG SHALL BE USED A.S REQU RED 3 ALL STORM SE'VER P PE SHALL BE RE NFORrED rGNf:RET ClASS I (ASTM C-76) JNLESS 01HERVSE N01ED ON PlANS 4 PVC STORM P PE 1 l' AND SMALLEr~ SHALL CONFORM TO A"f VA C 900 ClASS 150 STANDARDS UNLESS OTHER V SE N01ED 5 ALL DRA NAGE Sl ~1j(;TURE GRA1ES AND ~OVERS 'I TH N T NFIC AREAS SHALL BE lRAFF C RA1ED FOR H-20 LOADINGS 6 T~E ~ON1~CTOR S TO SOD THE RE1ENTlON/DE1ENIO )ND AS NDIf:ATED ON PlANS VITH N ONE "lEEK FOLLOWING CONS1RUCTlON OF T E POND 7 MAlER ALS AND rONS1RUnION ~.AETHODS FOR STREE1S · ) STOr~M DRAINAGE r.ONSTRUCTlON SHALL BE N ACCORDANr.E W TH THE LOCIL REGUlATORY AGENr.y 8 ALL STORM STRUC':T\JRES SHALL BE GROUTED TO THE N\f H ELEVATION(S) OF THF STORM P PES(S) STORM P PE SHALL BE SAN CUT EVEN VITH THE ST RurT L RE '1ALL(S) GROJT AROUND P PES FOR VA1ER TIGHT AND SMOOTH F ~ SH ~.\'/l:Cr), r.l.t.\m:C<<l .\ ~.'.\l:'.\r)l1! t:;::) f[~'(] .\:!O ttm~~.} n'J:j .t~'11JI.t~..t~:H3 1 THE STORM DRA NAGE P P NG AND F L1RATION S'(SlEM S~ALL BE SUBJECT TO A V SUAL NSPEn ON BY THE OWNER S SOILS ENG NEER p~ OR TO THE PlACEMENT OF BACKF LL 2 THE rONTRArrOR S -tALL MA NTA N THE STORM DRAINAGE SYSTEMS UNT L F NAL ArCEPTANr:E OF THE p[~OJEn 3 THE rON1RACTOR S RESPONS BLE FOR COORDINATING TI E APPLlr.ABLE lEST NG \11TH THE SOILS ENGINEER lES1S VILL BE REQUIRED PURSUANT VITH THE TEST NG SCHEDULE FOUND N THE ENG NEER NG CONS1RunlON DRAN NGS UPON (OMPLETlON OF THE '10RK THE SOILS ENGINEER MUST SUBMIT rERT F rATIONS TO THE 0 Iv'NER S ENG NEER STATlNG THAT ALL REQU r~EI.AEN S HAVE BEEN ~.AET ~.\'/l:,rl ~C.) (:;:3 PRIOR TO rONSTRur:T NG r.ON(;REl E PAVEMENT THE CO ~TRAr:TOR S TO SUBMIT A PROPOSED JO NT NG PAT1ERN TO THE OWNER S ENG NEER FOr~ APPROVAL 2 TI1E CONTRACTOR IS TO PROVIDE A 1/t' BITUM NOUS EXPANS ON JO NT MA1ERIAL V1TH SEALER AT ABUTMENT OF rONrRETE AND ANf SmUCTURE 3 ALL PAVEMENT MARK NGS SHALL BE !~\DE VITH HWfTC PAINT N A(;r.ORDANrE TO FOOT STANDARD SPEf:IFlr:ATlONS ~71-12 PARKNG ST~LL SlRPNG TO BE 4" V DE PA NTED WH lE S1RIPES 4 THF rONTRAr.TOR IS TO NSTALL EXTRA BASE MA1ERlAL VHEN THE D STANCE BEfVEEN THE PAVUFNT ELEVAT ON AND THE TOP OF 1"1 E P PE OR BFLL S LESS THAN TWELVE (12) NrHES 5 STANDARD NDEXES REFER TO THE lA1EST ED TlON OF F JOT "ROADWAY AND lRAFFIC DESIGN STANDARDS" 6 PAVEMENT IN THE PROPEr~ff SHALL rONS ST OF 1 - 1 /2" ASPHALT TYPE S-.3 ON 0' I MEROf:K BASE ~OMPACTED TO 98% OF -AAX MJM DENSITY ON SUB BASE COMPAr.TED TO 98~ OF MAX '-AUM DENSI1Y PER MSHTO T - 1 80 7 PAVEMENT N RON SHALL rONSIST OF t' ASPHALT f(PE S-' ON r5' L MEROCK BASE (;OMPArlED TO 98% OF ~-AAX MUM DENSITl' ON 10 1/t' SUB BASE STABILIZED TO 40 LBR AND r:OI.APAr.1ED TO 98% OF MAX MUM DFNSITl' PEI~ MSHTO T - 1 80 ~l:l!!t.t..\J .;.jlj:U( .Url~lt .);= 1.\( ;:.)t~J 1 ALL PROPOSED '10RK MUST rOMPLY VITH FOOT NDEX r-.O 700 2 ALL ROW NSTALlATlONS V LL BE N AcrORDANrE WITH PRACT rES REFERENr:ED N THE STAlE OF FLOR DA JT LIT ES AcrOMMODATIONS -AANUAL .3 ALL DES GN AND CONSlRUr.TlON MJST r:ONFORM TO TI E M N MJM STANDARDS SET DOWN N P NELlAS rOUN1Y LAND DEVELOPMENT 201-1 NG AND/OR RELA1ED ORD NANCES AND M N MUM TESTING FREQUENr.y REQU I~EMEN1S 4 SIGNS AND BARRIf:ADES TO BE AC~ORD NG TO FOOT MftNUAL OF SAFE PRACTI(;ES REFERENr.E FDOT NDEXES 600 THRU 650 5 NSTALlATlON NVOLV NG CONCRETE AND ASPHALT DRIVE VAY N GOOD CONDITION MUST BE ArrOMPLlSHED BY JACK AND BORE OR PUSf NG NO JETT NG S ALLOWED 6 r:OMPACT ON FOR P PE BACKF LL SHALL COMPL f VITI-i VlSHTO T 99( 100%) 7 D STURBED AREA 'YITH N THE ROW V LL BE rOMPACT D TO 100% OF MAX M JM DENSITl' AND SODDED 8 ANf PORTlON OF n E ROADWAY THAT SUSTA NS EXr.ES;.>NE CONSlRUCT ON RElA1ED DAMAGE N THE OP NION OF P NELlAS COUNff HIGHWAY DEPARTMENT SHALL BE REPA RED AT rONTRAr.TOR EXPENSE N A MANNER SPEf FED Bf P NELlAS r.OUNTl' H GH VAY DEPARTMENT 9 SAFE PEDESlR AN TRAFF r. S TO BE MAINTA NED AT ALL T MES '0 ANY S DE VALK VH r:H BE~OMES UNDERM NED MUST BE REMOVED AND REPlAr:ED S DEWALKS ARE TO BE RE~ONSTRUrrED "11TH N THREE(3) DAYS AFTER REMOVAL NHEN EX ST NG S DE'VALK IS REMOVED T S TO BE REMOVED AT THE NEAREST JO NT l' NO STOCK NG OF MATER AL N ROAD 'lAY OR ON S DEWALK ALL DIRT OR DEBR S V LL BE REMOVED F ~OM THE JOB SIT E DAILY ROADS AND S DE VALKS ARE TO BE S VEPT DAILY AS PART OF DAILY CLEAN-UP ~l:t!!t.t..\ J .~.)IJ:H { .Urla t .}r= 1.\ ( :c.) f ~) [.;.J:.' (J 12 SAN r.UT EX ST NG EDGE OF PAVEMENT PRIOR TO DRIVEWAY CONS1RUCTION 1.3 DISTURBE.D A~EA \lITHIN THE RIGHT OF VAY NILL BE COMPACTED TO 100< OF '-AAA MUM DENSI1Y AND SODDE.D 14 DO NOT 0 STURBED EXISTlNG UNDERDRA N OR STORM SYSTEMS F FILTRATION BED IS D STURBED CONTACT DiE AREA INSPECTOR WITI~ THE P NELlAS COUN1Y HIGHWAY DEPARTMENT AT 464 8900 FOR ASSISTANCE 15 PROV DE A M N MUM OF .5' rOVER OVER UT LIT ES AT ALL DITn~ r.ROSS NGS 16 NO STREET SHALL BE CLOSED VITHOUT THE WRITTEN PERMISSION OF TI1E P NELlAS r.OUNTl' TRAFFIC DIV S ON AT LEAST 48 HOUR ADVANCE COORD NATlON is REQJ RED 17 THE PERMIT1EE S AnENT ON IS D RECTED TO THE PROViSIONS OF THE TRENCH SAFETl' ACT (FLORIDA STATU1ES 55360 et seq) AND TI1E OCCUPATIONAL SAFETl' AND HEALTH HEALn-i ADM N SlRAT10N EXr:WATlON SAFEfr' STANDARDS (29 CFR SECTION 1 n6 650 SUBPART B) VH CH SHALL APPLY TO CONS1RUCTlON OPERATION AND MAINTENANCE PURSUANT TO TH S PERMIT I.}.t~< t:1 f~.)t .Ur)ai:} rJr:".'I.\{ 1 DRVE\VAT TO BE CONSTRUCTED TO FDOT NDEX #515 2 EROSION CONTROL AND SHOULDER SODD NG SHALL CONFORM TO FDOT ND/104 & 105 3 GUARDRAILS SHALL rONFORM TO FOOT ND/400 4 ALL SlR PING SHALL BE LEAD FREE NON-SOLVENT BASED DiERMOPlASTIC AND MEET ACr:ORD NG TO THE FOOT SPECIFICATION SECT ON 71' 5 REFLEC1NE PAVEMENT MARKERS SHALL MEET DiE REQU REMENTS OF FOOT SPEC F r.AT ONS SECTION 706 6 ALL 5 GNS VITH N FOOT RIGHT OF WAY SHALL MEET THE REQU r~EMENTS OF FOOT SPEC FlCATlONS SECTION 700 7 ~EFLECTNE PAVEMENT MARKERS SHALL BE PlACED IN ACr:ORDANr.E V1TH FDOT STANDARD NDEX NO 17.352 8 STRIP NG VITHIN F DOT RIGHT OF WAY SHALL BE PlACED IN Ar:CORDANCE VITI~ FOOT STANDARD NDEX NO 17346 9 SIGNS VITI, N FOOT RIGHT OF VAY SHALL BE r:ONS1RUCTED N ACCORDANrE VITH FOOT STANDARD NDEX NO 11860 AND SHALL BE PlACED N AC(;ORDANr.E '11TH FOOT STANDARD NDEX NO 17302 10 SIGN NG AND SlR P NG VITI,IN FOOT RIGHT OF VAY SHALL BE N A~CORDANrE VITH DiE 'MNUAL ON UN FORI,,4 lRAFFIC ~ON1ROL DEV1CES (MUTr:D) 11 ALL VORK PERFORMED V1TH N TI1E FLORIDA DEPAAn.AENT OF lAANSPORTAT10N RIGHT OF VAY r.ONFOR'.... TO A) FLOR DA DEPARP.AENT OF TRANSPORTATION STANDAHD SPEC FlCATlONS FOR ROAD AND BR DGE CONSTRJCT ON (2000) (aka STANDARD SPEr.S) B) FLOR DA DEPARTMENT OF TRANSPORTATION ROADWAY AND TRAFFlC DES GN STANDARDS r.ONS1RUCT ON MA NTENAN(;E AND UT L11Y OPERATlONS FOR SlREETS AND HIGHWAYS ON STATE ~-AAINTAINED SYS1EMS (JAN 2000) (aka STANDARD NDEX) COMPLIANrF '11T1~ ALL APPLICABLE ND CES IS REQU RED C) FLOR DA DEPARP.AENT OF TRANSPORTA1l0N '.AANUAL OF UNIFOR~"" '-A N MUM STANDARDS FOR DESIGN CONSTRUCTION AND MAIN1ENANCE FOR STREE1S AND HIGHWAYS (2000) (aka GREEN BOOK) 12 TRAFF ~ CONTROL & S DE\VALK r.LOSURE ARE TO BE PER FDOT ND CES #600 AND 1623 13 APPLlrANT MUST NOT FY THE FLOR DA DEPT OF TRANSPORTATION P NELlAS f:OUN1Y MA N1ENAN(',E OFFWE (48) HOURS IN ADVANCE OF START NG PROPOSED \lORK CALL (727) 570-5101 14 8EFORE r.ONS1RUCTlON S TO BEG N TI,E ;\PPUCANT SHALL DWYER TO TI~E FLOr~IDA DEPT OF lRANSPORTATlON PROOF OF NSURANrE VE.R FYING THAT n~E APPurANT OR THE APPU~ANT S ~ONTRACTOR HAS COVERAGE UNDER TI-iE LABIUW NSURANrE POUr:Y N ACCORDANrE 'I TH THE REQU REMENTS OF FA C RULE CHPT 14-g6007(5)(r.)6 ';'J:~ t .t.\.~ f'J.t' 3 .t!! ~;J'J:i ~lmU r ( :C.) tl1! T IS TI,E CONll~-\CTOR S ~ESPONS BIUTl' TO PERFORM A SU Ml' (ArrO'~PAN ED Bf THE ARr:HI1ECT AND 0 VNER) OF THE ENTIRE PROJECT AREA INCLUD NG BUILD NG(S) AND STE MMEDlA1ELf UPON Of:(;UPYNG THE VOr~K A~EA AND BY PHOTOGR--\PHC AND \lRIT1EN r.QRRESPONDENCE DETA L NG ANY AREAS mAT ARE NOT N A FIRST ClASS ~OND T ON (SURFACES THAT ARE JNBROKEN NON rRAr.KED NON RUST NG W THOUT rH PS VITHOUT SPL N1ERS OF lEXTURE MATCH NG I1S SURROUND NG "11TH NE\V APPEAR NG FIN SHES AND OPER-<\T NG AS ORIGINALLY DESIGNED OR N1ENDED TO OPERATE) WHICH W LL RE'-AAIN IN TI1EIR PRESENT CONDITION AT T,E CONr.UJSION OF THE PROJEr.T THE CONTRACTOR V LL BE RESPONS BLE FOR PROVID NG THE 0 VNER A r:OMPLE1E PROJECT IN F RST rlASS CONDITION MEETING NDUS1RY VIDE STANDARDS N QUALl1Y AND PERFORMANrE niROUGHOUT THE ENTIRE PROJECT AREA BU LD NC,(S) AND SITE (REGARDLESS OF VHETHER AN AREA IS SPECIFTCALLY DENT F ED WITH N THE DRA VINGS AND SPEC FlCATlONS or~ NOT) UNLESS A PARTlr.UlAR ARE,\ HAS BEEN DEsrR BED N THE AFOREMENT ONED PHOTOGRAPHS AND WRITTEN DETAILS CONTRACTOR HAS THE RESPONS B L1Tl' TO PR01ECT TI1E EX ST NG BUILD NG(S) UTILlTES AND SI1E THROJGHOUT THE p~OJEn TME FRAME SHOULD DURN~ THE r:OURSE OF THE WORK ANY AREA OF TI-iE BUILDING(S) AND/Or~ UT LIT ES AND/Or~ TIiE au LDING(S) AND/OR UTlLIT ES AND/OR THE SI1E BECOME DAM,<\GED AND n,AT AREA VAS NOT SPEC FICALLY CALLED OUT TO BE A Pt...IU OF THE CONSTRucnON THE CON1RACTOR SHALL REPA RAND/OR REPlArE TI,E DAMAGED AREA TO TI-iE SAT SFACTlON OF THE ARCHI1En AND 0 '1NER AT NO ADD TONAL COST TO THE OWNER AS A PART OF THESE DorUMEN1$ A SI1E SURVEY AND/OR S TE DATA ~HEN PROV DED AND ANY ADD TONAL NFORMATlON THAT MAY BE PROV DED S FOR NFOR AATIONAL PURPOSES ONLY THE 0 VNER AND H S AGENT ASSUME NO RESPONS B UTY FOR THE R PREPARA1l0N CO'-APLE1ENESS NOR Ar:rURA1ENESS AND THE CON1RACTOR S FULLY RESPONS BLE VHEN US NG SAID SOURCES TI-iE CONTRACTOR SHOULD USE surH NFOR'AATlON ONLY AS A GU DE TO THE SUSPEC1ED LOCATION OF UNDE.RGROUND SERVICES NClUD NG BUT NOT L fit lED 10 VATER SUPPLY STORM SEVER ELEC1RlCAL PO VER Rr~IGAT10N LiNES F BER OPTIC r:ABLES FIRE AlARM SYSTEM r.ABLES r:ONl ROL Iv' R NG SYS1EMS SAN TARY SE\VER NATURAL AND LP GAS LINES REClAIMED V~TER SUPPLY T V CABLES lELEPHONE r.ABLES SECURITf v R NG SITE UNDERGROUND '-AE< HAN C\L NrLUD NG NSULATION T "LL BE THE CON1RACTOR S RESPONS B L1Tl' TO DETERM NE THE SPEr: FIC LorAT10N OF THE UNDERGROUND SERVICES BY rAREFUL HAND EXCAVATION ONLY UNLESS OTHER MEANS ARE A.PPROVED BY ARCHITECT AND 0 VNE.R BEFORE BIEG NN NG THE VORK THE CON1RACTOR SHALL REPlArE OR I~EPAIR PE ~ SPEC FlCA1l0NS A.NY AND ALL DAMAGED UNDERGROUND SERVlrES A.S LISTED ABOVE AT NO ADDITIONAL r:OST TO THE 0 '1NU , lREN(;H ExrAVATlON - Nr:LUDE OSHA STANDARD 29 CF ~ SErr ON 1926 650 SUBPA~T P VH CH S NO V A PART OF lAWS OF FLOR DA CHAPTER 90-96 - THE CON1RACTOR SHALL PROV DE VR TTEN ASSURANr.E OF COMPLIANCE "11TH THIS lA V - A SEPARATE COST 11EM IDENT FYING THE COST OF COMPLIANCE - " lRENCH SAFE1Y SYSTEM SHALL BE DESIGNED BY THE r.ONTRACTor~ AND APPROVED BY TI1E ENGINEER 2 ALL ~ETENTlON AREAS STOR'-A SEWER PIP NG STORM SEWER SlRUr.TURFS EH~ MUST BE N PlACE AS PART OF THE F RST PHASE OF rONSTRUCTlON T S THE RESPONSIB U1Y OF THE CONTRACTOR TO A~~OMMODA1E POS TlVE ORA NAGE THROUGHOUT CONSTRUCTION TO AVOID FLOOD NG OF THE ADJA(;ENT PROPERT ES ANY FLOOD NG THAT MAY OCr:UR DUE TO H S 'YORK V LL BE THE SOLE RESPONS B L Tl' OF THE rONTRAC':TOR 3 THE JSE OF ELECTRON rALLY STORED DATA S NTENDED FOR NFORMAT ONAL PURPOSES ONLY AND NOT TO BE USED FOR ~ONS1RUCTlON rON1RACTOR MUST UTILIZE SIGNED AND SEALED DorUMENTS FOR CONSTRUCTION :C.),~ f.) .;.Ja t .,.\.} t').t THE CONT ~CTOR SHALL PROV DE CERTIFIED RECORD DRAW- INGS SIGNED AND SEALED 81' A P ~OFESSIONAL !AND SUr~VEYOr~ THE RECORD DRAWINGS SHALL SHOW FINAL GRADES FOr~ RETENTION BASIN(S) CON mOL smUCTUr~E(S) INLETS & PIPES WITH TOP & BOTTOM ELEVATIONS NVEr~TS & DIMENSIONING OF SLOT & BAFFLE LOCATIONS OF ALL UT LIT FS NCL DING THE SANITARy SEWER AND WATER P PING THE ~ONmACTor~ SHALL PROV1DE TWO ~OP ES OF THE ~ERT F ED RECORD DRAWINGS TO THE ENGINEER THE i\FOREMENTlONED r~ECO ~D DRAW NG SHALL BE SUFFIC ENT ENOUGH IN DETAIL TO 8E i\CCEPTABLE BY AGENCIES HAVING JUr~ISDICTlON rl~:t~.'.\~ '~'):l3t.\IJ'}n.}a :C')f~~ , ALL THE WORK PERFORMED SHALL COMPLY V1Di THE REGUlATIONS AND ORD NANr:ES OF THE VARIOUS GOVERNMENTAL AGENr. ES HAV NG J JRISD CTlON OVER THE WORK 2 ALL ELEVATlONS ARE REFEREN(;ED FROM NATIONAL GEODET r: VERTl~AL DAllJM 3 LOr.ATlONS FLE.Y'AT ONS AND D MENSIONS OF EXISTING UTILITIES SlRUCTlJRES AND OTl~ER FEAllJRES ARE SHO'iN ACCORDING TO THE BEST NFOR'MTlON AVAILABLE AT THE T ME OF PREPARATlON OF THESE PlANS THE CONTRACTOR "ILL VER FY THF LOCATIONS ELEVATIONS AND D MENSIONS OF ALL EXISTING UT L1T1ES SlRUr.TURES AND OTHER FEATURES AFFECTING THIS 'YORK PR OR TO CONS1RUCTlON 4 Dil=" CONTRACTOR SHALL r.HECK TI1E PlANS FOR CONFLiCTS AND DISr.REPANC ES PR OR TO CONS1RUCTlON THE CONTRACTOR SHALL NOTIFY THE 0 VNER S ENG NEER OF ANY CONFLICTS OR D Sr.REPANr. ES BEFORE PERFORMING ANY 'YORK N TI~E AFFECTED AREA 5 THE f:ON1AACTOR SHALL E';<.ERCISE EXTRE'.AE CAUTlON IN AREAS OF BUR ED UTlLlT ES AND SHALL PROVIDE AT LEAST 48 HOURS NOTICE TO THE VARIOUS UTlLlff COMPAN ES IN ORDER TO PERMIT 'MRKING DiE LOCATIONS OF EXIST NG JNDERGROUND UTIUT ES N ADVANCE OF ~ONS1RUCTlON BY CALliNG .SUNSHINf:.... AT 1 800- 432- H 70 MIN MUM OF 2 DAYS AND '-AAXIMUM OF 5 DAYS PRIOR TO n,E START OF CONSTRUCTION THE CONTRACTOR S RESPONS BLE FOR CONTACT NG ALL JT TES NOT NCLUDED N THE .SUNSH Nt' PROGRAM 6 CONTRACTOR IS SOLELY RESPONS 8LE FOR CONS1RUCT ON SAFE1Y SPErlAL PRECAUTIONS MAY BE REQ J RED N THE V1(; NI1Y OF POWER UNES AND OTHER UTLlTlES 7 "L.. UNDERGROUND U1lLlT ES '-AUST BE N PlACE AND lES1ED AND NSPEC lED PR OR TO BASE AND SURFAr.E CONS1RUCnON 8 IT S THE CON1RACTOR S RESPONS B L11Y TO BErOME FAMILIAR ~m~ THE PU'-AIT AN) NSPECTlON REQUIREMENTS OF THE VAR OJS GOVERN'.AENTAL AGENC ES THE CO ~TRACTOR SHALL OSTA N ALL NECESSARY PERMITS PR OR TO CONSTRUCT ON AND SCHEDULE NSPECnONS ACCORD NG TO AGENCY NSTRUCTION 9 THE CON1RACTOR SHALL SUBMIT FOR APPROVAL TO DiE OWNER S ENG NEER SHOP DR.~ V NGS ON ALL PRECAST AND MANUFACTURED I1EMS FOR TH S SITE FAI...URE TO OBTAJN APPROVAL BEFORE NSTALLATlON MAY RESULT N REl-AOVAL AND RmI..J...,rWENT AT TI~E (',ONTRACTOR S EXPENSE ALL SHOP DRA V NGS ARE TO BE RE'v' E\VED AND APPROVED BY TI,E ~ON1RACTOR PR OR TO SUBM HAL TO THE O'-^ NER S ENG NEER , 0 AJ :.:.AS~ THREE (3) \lORK NG DAYS PRIOR TO CONS1RUCTlON THE (',ON1RACTOR S ALL NOm l' n,E ENG NEER AND APPROPR AlE AGENC ES AND SUPPL l' THE1-A VITH ,,'- f t='QUIRED SHOP DRA V NGS THE ~ON1RACTOR S NAME START NG DATE PROJEC1ED SCHE.DULf AND OTHER NFORMATION AS REQU RED ANT VORK PE ~F0RMED PRIOR TO NOT FY NG T ~E ENG NEER OR vm~OUT AGENCY NSPECTOR PRESENT MAY BE SUBJEr.T TO REMOV\L AND REPlACFI.AENT AT THE CON1RACTOR S EXPENSE l' BAr~.LL '-AATERI~L SHALL BE SOLiDLl' TN-APED AROUND PPES IN /5' lAfERS UP Tv \ LEVEL OF AT LEAST ONE FOOT ABOVE THE TOP OF DiE PIPE N AREAS TO BE PAVED BACKFill SHF\LL BE CO'.APArTED TO 100:< 'I.AX .....UM DENS11Y AS DE1mM NED BY ~SHTO T ~9 12 SI E \lORK CONCRE1E SHALL HAVE A COMPRESSIVE STRENGTH OF AT LEAST 3000 PSI N 28 DAYS UNLESS OTHER V SE NOTED 13 I' PR VATE AND PUBLIC PI~OPER1Y AffECTED Bf THE \lORK SHALL BE ~ESTORFD T A C0ND TION EQUAL TO OR BETTER TI-iAN EX STING f ONDIT ONS UNLESS SF >('IF :AlLf EXEMP1ED Bf TI,E PlANS ADDIT10NAL COSTS ARE INCIDENTF\l TO '" rONSTRUCTlON AND NO EXTRA COMPENSAnON IS TO BE ALLO VED 14 0 SllJRBED AREAS ~HIC ~ AHE NOT TO BE SODDED ARE TO BE SEEDED AND I ED TO DOT STANDARDS \NO ~M NT~NED UNTIL A SATISFACTORY STAND OF c: McrEPTABLE TO THE REGUlATORY AGENCY AND ENG NEER OF RECORD HAVE ~ 08TA NED A.NY VASHOUTS REGRAD NG RESEED NG AND GRASS NG \lORK OTHER EROSION WORK REQU RED VILL BE PERFORMED BY THE rONTRACTOR IS EXPENSE UNTlL THE SYSTEM IS ACCEP1ED FOR MA NTENANr.E BY DiE L: .AlOR f AGENCY AND ENG NF ER OF RECORD '5 T r E SO LS ENG NEER S TO SUPPLY THE ENG NEER VIT ~ A PHOTOf:OPY OF ALL COMPtrTlON lESTS AND ASPHALT RESUL1S THE SOILS ENG NEER IS TO CUTlFT TO 1 E FNG NEER OF ~E(;ORD N :VR T NG THAT ALL TESTING REQUIREMENTS R RED BY THE LOCAL REGUlATORY AGENCY AND THE FLORIDA DEPARTMENT OF T't- 4..~SPORTATlON (FDOT) FOR DiE MPROVEMEN1S AS REQU RED BY THE E c. ER NG r.ONST RUCT ON DRA V NGS HAVE BEEN SA TlSF ED 16 n E r.( NTRACTOR SHAll MAINTA N A r.OPY OF THE APPROVED PlANS AND PERMITS AT n,E cONSTRUCT ON SITE 17 Tl1ESE D~AV NGS DO NOT NCLUDE NEr:ESSA~Y COMPONEN1S FOr~ CONSTRUCTION SAFEll' THE (',ON1RACTOR S SOLELY RESPONSIBLE FOR '-AEANS AND MET -iODS FOR r:ONS1RUCTlON SI1E SAFErl' , 8 ~lL SODD NG SEED NG ~ND '.AULCH NG SHALL NCLUDE VATE.RING AND FFRTIUlATlON THE CONTR-\CTOR SHALL BE RESPONSIBLE FOR 'MINTAJNING TI1ESF ArEAS JNTL n~E P~OJECT is r:OMPLE1ED AND Ar.r:EPTED BY Tl-iE O\lNER I iill;) I);jl,;}: :t;)'J :d.)11 J: $NO LQ2~] V / V / - V / ?\ ~ j ~ t ~ ~ LS I ~ J ~ ~ .)~ :l C 'J :-.. ~ ~ '.J ~) .., ~ ~" I"- ~ ';\ .. ~ '- i) '- ( I. ~ ~ .:;~ ~J1 ) J: >'J J JfJ C ,'~ ~ . ~ P .\ L ,L] ,-""' ,~ ~ .., -- I"- ( '- ~ ~ <) f" ~ ~ '..:J ..... > ~ ) .) "> . \ . ..., ., 'J .} l"- I .I.' '. ,. \ "( c) C ~ ~!l j ~1 ~ ~..) .~ .. J ~ !.I r.J ~ ~d. ( ~ ....J ~~ ::: ( ) ~} ~ :~~ ~ .j:1 'J . \ 'J ) Ij.II2.t/rJ2 D~s~r pt on ~ Oe~lrJWOE'iflt}i>Mfif r o ~fit 'tH r rmrJ .~ 3100I:...} o I;I)II~ ritlJI~ ria):. DOI;IJM~:. (:3 j = 19 All P PE LENGTHS ARE PUS OR M NUS P PE '.AEASUREMENTS N~E r:FN1ER TO CE~TU OF STRUCTURES OR FITTINGS P PE MEASURE~.AENTS FOR M lUED END SECT ONS ARE TO END OF PIPE 20 EXIST NG PAVEMENT SHALL BE SA V CUT VHERE NE"f PAVE~.AENT IS TO BE ADDED OR EXIST NG PAVFMENT TO BE EL M NMED 2' ADJUSTI.AEN1S OF NLETS JUNCnON BOXES MANHOLE TOPS W~lER VALVES VA1ER '''\ETE~S HC SHALL BE INr.LUDED IN Tl1E CON1RACTOR S B 0 AND NO r:lAl'.... S iA11 BE MA.DE AGA NST THE 0 VNEr~ OR ENG NHR FOR THFSE ADJUSTI.AFN1S F ~EQU I~ED 22 A L BArKF LL OVER ANY PIPE (STOR~"" SEVER SANITAJ~Y SE\vFR OR VA1ERUNFS) DiAT S INSTALLED UNDER ROAD VAYS OR ~ITH N THE EMBANKMENT OF THE ROADWAY SHALL BE rOMPAC1ED N AcrORDANr:E vm~ F DOT STANDARD SPEC FlCAnONS SECTlON 125 8.3 lA1EST EDITION , : , ...,.,.....I ~ =J 1./) -/ ~ CJ --I i-- ' </ . l--.J --I ~ ~ IJ ~ ..l . IJ) ~ :---- -----' lj) ~ -----' :> ~ IJ .) -/ _:...-I ..-'- 1 lj) 23 Ti E r.ON1RACTOR PERfORM NG lRENf:H ExrAVAnON N EX~ESS OF 5 FEET N DEPm SHALL rOMPLY vm~ n,E orr.UPAT10NAL SAFHl' AND HEALTH ADM NISTHAnON S (OSHA) lRENCH EXCAVATION SAFE1Y STANDARDS 2~ r. FRS 1n6 650 SUBPA~T P NCLUD NG ALL SUBSEQ~ENT REV SONS OR JPOA1E.S TO n1E STANDARDS AS ADOP1ED BY THE DEPARTMFNT OF lABOR \NO EMPLO'y'l-AENT SE( UR TY (DLES) H CJNl ~rrOR TO r.OORD NA1E TI1E PO N1S OF C(..iNNECTlONS OF DiE UnLlTlES V1Di D FFERENT SUBS S TE CONTR--\f... TOR 10 CONSTRUCT DiE UNDERGROUND NFR.~SlRIJCruRES ~ SANITARY SE'~E ~ STOR'.... SE\VE. ~ VA1ER L NES FIRE UNFS ETC TO 5 OU1S DE OF THE BLOG(S) n~E PlIJ'.ABING rONT RACTOR TO r.ONNECT AND '-AEEr THE NVHT ELEVAnONS OF n~E SAID UTIUT ES ml' UTlUTl' VORK PERFOR~.AED "'TH N 5 OF n~E BLDG SHALL BE THE RESPONS BILJ1Y OF n,E PI 1j'.AB NG (',ONTRACTOR ALL \lORK SHALL COMPLY vm~ \LL APPUCABLE FEDFR~L STATE AND LOCAL CODES ORD NANr.ES AND REQJ REMFNTS i5 ALL \lORK SHALL BE PERFOR'.AED AND F N SHED N A VORKMANLlKE M..-\NNER T) CuMPLE1E SATISFACTION OF TI,E ARrHIlECT/ENG NEER N Arr.ORDANrE VITH hE BEST RECO(...N ZED TRADF PRACTlCFS 26 DEV1A1l0NS TO n~ESF PlANS AND SPEr. FlCATlONS Vm,OUT CONSENT OF TI~E ENG NEFR MM BE CAJSE FOt~ THE VORK TO BE UNACCEPTABLE DEVIATIONS SH~LL ~ErEIVE v~ITTEN APPROVAL FROM n-iE ENG NEER 27 S -:; ~S BUFFER WALLS & FENrES ARE SUBJECT TO SEPAAA1E SUB'.AI1TAL(S) AND PERI~11T NG DEV1AT ONS SHALL RECE VE '1RIT1EN APPROVAL FROM THF FNC..1 NEER --.I -/ --=--.JI --.I ~ -=---.J o ~ ~ ---' c=:) IJ >- !.!J ,~ _....::.....I -- - -. - -- , ! .( d ~ ~ rJ . ~ d!J... > ~ {!l ~ -..J :=) I~ -:.> ....... 1,..) ..... ... ~ w :-- .< ;..- ~ ~ .....~ ~ IJ e,\ ") J J c1J r I0J ~ U . .. . ~ ~.( ~ . tJ) ~ ~;J C'J". ':~~1 ~ n ~ <l~, -10 ~ .,. ---.( j 1<\ ~~~ ~~ ~ ~, ______J \A ') ~ IIJ - -....--- \ _ _.___ J ~ '~ ~"O-.. .~" ---.......,-0..... '''.~.,.~~, "'-, (--~"\ '" ) j'- --'--' . (\,-~ \'-.~ I~~~ ~~~- " ~1~ ~---- vO/\STAL "- "- "'''~", ~ ~ ." /'57~ ~"O....~ .~ "0.... ''0... "', "~ ~ C.~~ ~'O....... . Op . C I,t. "o~ ^'v p" J fr J......,. 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I / '( / I / '( / 1}~"2~1I1}2 56 X " i 5.89 I I I I I I I I I I I I I I I I I I I ..L ~ [U REMOVE E.'XISTlNG STOR~'" PIPES, OJ REMOVE STOR'''' SE.WE.R STRUCTURE. IT] REMOVE EXISTING CURB TO n~E NEARE.ST EXPANSiON JOI!n, [IJ REMOVE ASPHALT AND BASE, Descri tion I / I I 5 ALL CAVlf1' & EXCAVATION RESULTING FRO/A RE!AOYN.. OF lRE.ES. SHRUBS, PIPES, iNLETS, GREASE TRr-\PS, SIGN, AND POLE B,~SE SHALL BE FILLED wm~ APPROVED SUIr,~8LE 'MlE.RiAL AND COMPAClED IN 12" LIFTS TO 95:~ OF w.x DENSlf1'. 6 OFF-SllE DISPOSAL OF SlRUC:TURES, UTlUTlE.S AND CONSlHUCTION DEBRIS SHALL OCCUR IN SOUD WASlE DISPOSAl, FACIUTIES APPROVED BY FDE,P" AND PINELIAS COUNTY. -I , / "- ~--:::::::::.:::::.:=:::.----~"'---"- ;;.....-----------.'--=-:\ J , ~4 O~:jlrJWO~'/ftIJ;J~tU:. r , o ~~:{~..lffl;fr)..\ alODmr) , 0 I;I)~~~ fltIJ'~flIJU LltJl;m.4~UrS' '-........... 4' .......... 'S:4i.C .......... O.yr ~I'" /1 I CO\I;~ /~ L/~ Cc . ~ /,,/; lye . 1-' ~ II / 6'.;(c ........ 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PAID IN FEES WILL BE r~ECYCLlNG ONfAINm ON SI fE. LEIU OF C VIA CHUfE . E HANDLED NG SOLID WAsr ED TO STAGEI SYS rEM & F~OLL AREA. 4td j ---~ >I~~~ ~ ;Ij c) ~;~ ' ......,... ......~ ;~... ~ 1_ t:} 'L '--"---~" " - c. .. ::: · 'i &j ~:t ~ j --~-~ '1 tJ) J ~~ . - ,~ J ,t~ ,- ....~( ., ~ )~J'~ ~ J~ .~'\ ~) ~,~ ~~~~ - G-illl~) ~ ;~' --t: I~:~ ~ : J - S-ll ~ ~~ "; ,xf 1 ~ ~ '~~ ~ ~'3 hij j ~ij =l~ --'~ ~ ~~ .' ./1 'J ~., 'J 1_ "------- ---..:...'~-~_. 0225__ ;J,J,'/. ,-= ~I~:) ';')Iihil.: \ '~'1' tlt;ll:;fl,~ . l;il'l~~f:J ~'I~ _ :"0, li-iU;~ O~lt;}: ;{:}'JI ~I')II-i: No. lJtj I H- Des~ription 1___. ; '. '1)' ~:~:~lJt'/~ll};>~.,U:H . ~ I ~,.), JI . I'J(" . .. ~ f1:(rJ ,~ ;)101) 1''-' :i I 0 P~itjAI' .. " Df)I;IJM~lt f3' . 0 t;I)W3fitIJI~flO, J__________,:-_ _L=::_____, ~ .~ --\ J ..............J ~ ----.II ~ .~ ~_....J ~ d '-/ --=-..t c:) IJ > !.!J ....~ ~ ..( d ........... ~ r..J · ....J dl!... 3~ m~ . '1 ~( ~ .. ~3 I:.) ~ d ;.( ..... 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Spr~INKLED W / DC)MESTIC . ~ VALVF NEW TAP (- D D.C.V.A. WATEr~ MErF:F~iNS'rALLED BY prWVIDED, & Ar~WATEr~ PAID ITY OF CI_E C N'rF~ACTOR. B$ co V 6' + l '; 89 / ; / I 5.76 2. I I j , ~- --_. -- ~-r\~ ~ U J" ~ ~ 'j ~ c) ~;~ "'t~L i) '- - " -=6 =.. (. ~ J:t ~~ -- tJ) ~ 1 ~ lJ > .> ., 1__ ~~:1 ~l~ . I 'J · ~'i ~ ..\ I' (f ~ 1 ~i ( "j't ~ I~: > J~$ ~ ~ ..\ - ~ I) ; 11 ' li 1 ~~ c I { i~ -- ~ ~ c) l: ;) j ~~ :)3 ~ ~ :j~ .' J .J ..\-J .. 022:j 3.J.'I. :t.el. Description ..0..;.....;..:..-- . :-4.._~ . ; "lJ!J~'IW)?Mf:H . ~ !lf~Ir" ~.. Jnl!llWl . ! 0 "~i~~.H rf"Cf.J ;1 ' i"""I"A~:t rs I "rl"~4~~.~r.J, ' ."".~ritlJ'.1 ~I. _'~_._~ O ' ~. OJ "" '.' ' # 1 _ __, .._._ .....~ _______. '. j -~ 3 i'. '.L -" w ~ ~ I~) I.J) , . 1 ............ P ~ ~C...I ~ ~ ;::::.) o.;.tJ W t,'\ I :i .:J ""( i ~Zl ; ~ i -;;t. ! ....~ d' _, I 1-1 -~ ~ d ~:~ 1-1 c) -/ --=--.J -=---..I =.) _........J ~ --' .J ~ .....:..-J c.J ~.J ~ r.J I.J )-. !..U ,~ -=-- · ........,....... \1..... ~. I.. I.. 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DER 2. ~v1AS 'REMENTS) C ~ WITH OLEAN CODE REQU~O BE CONCEALED DUMPSTER . PLANm~G. AT4'HT.AT N 6"XE \~ 5 10' o I T- 40' I 20' I III ?()I_()II Scale 80' ~ O'T"- c Dc rAPE N [::J '^' Ol3nts sra:: be I LAN ::J~...; P^ "ta.'d~. d.:>. r eN ERA - _ ",,"" '0 "1'''' ""~ I UL ""~,,,", . . . <,1 ?e =lc~lda #, c, , - iart',e c'cacJc:er ~:'c" . l1a'~nJIs ora d" olan, , ~t"ec de~_. ' MI C''''. " "ddW~,,,~ M'"'' T """"1~' ''''''. '"", p" """''','' 1co," ",;- "6"~ -oImo :~,"", 2' .. 2' 'All pants Sh311 b"'e~ ,caP "J-Ie ;,t'a'j~~. ; '0 a ,""-'ClUCl ,hlc I'..,~ "V1'~~ :!g:'tJ::'rh:l~.. "t.on I:\.,:,:h ~r1Y . --I ',,, , t ,'.,,,, . " "., ',I . ,_ '~",,, 3 " p.I", " ,,, 00% p,,, ;",,' . .: . '", 'Plo',o", , ';-""t~ P'~ ,', . " " I.',k, ,''','' ""d ,,, 01. "1"'-", 1,"d'C'I" cO , , ,_""", ,,0' , . , ~. S,H'H,; ';;:t;, I"" ","kid ,%; I~ . .", !,~ N"''''~;:; ;;;'". ,:"" ,co"""'" ' ,,,.,,,,, ,"" ''", ", J".p' , 'n.,' ,'M , "-",bp" ," b. 'P?ort~o .0 , ; ed 0'1 .he p ? 'e Jl.r"chL~ d'~'""""" :, -CO'",, 'P"'- "'d by cOd-"dlM,_" " II Imd, ,. ,u A,: "'1ate:'t<:l15 =' II be '^e',ec~<.. ........< tl?n.al Su_ ' . ('a....ICr~5 ..- .3 II. t-,t'"-.j ot~ne, N 7. ,. . tp, . '. t ~ '" ",'n. ' ,_, I _ 'N -I'e r~OeC1f!cat,!o n5, " I :' p"e ront-'adOf, a, I 1-0 !-h~ dra',\';F"',g:, or ~ ~!-()r )r!ess sp.e.::;l..... _ to ,r. 'r . ,hp Wr05(,J ~, 'cha';ge5., _' _ "n~ cor:ra", . rr'~d ovt ,y.. ., < f mate~!a.s u ~ '. t~e c~tJ _ ~a, ~J:) 5L'D5t!t,};,or!:'l, o'S ''''D :0 ',e pf'c\"de,~ 'Y . pC' " ' 'peclfiCJt1ons C ","-. ,. ". pcow . ''I'' "' , " 9 . ,.;' -"", . . , b' ,c I"" ~ c '" P"",". " P . " ",,,d _ 'p P., ' ., d,l, 'P" ,," ~ "'~ .. ,"""d .'" ,c, ;p,,,::,::~ "ee'd,,",," "g~:,,, ,n ,10m, " , ~::, " ""d, ,b,d ~ " . .. 'oe p:ar~lrg 3S '0. w., 'C b< .,-" ; -"",,,.,0, .. "HC, , .. ' Co."ct~" ". ,,,' "" "" . , P '~p"d "" , I, ""1'0" '''d~ P ., - ," "p"'" , , " 30 "Y' I~ ! 1 N, ,,- ,,,dw,,,.' . , ,~d, " ."a,.. ,. , ,b~ '0" P'_", . ">'pc"" ;:"'~~;:,;p~ C",',,,,, ,"" p , ,d "n,'~ ,II ~''';;,:;.,;,!! "":' :'';; ;~;~:, ~." 'co' ' , - -" '"'-"', , . 'hm.,,, p '''10' "I sOPclf ed. ('or;'rac-~o. 5< " "'arC_rry o. ~ d5^aO~ Co' . 3C !; -"" ;;:;~:,.;" 'p. i ,., ";,:'::;-:, t; ,,', '; ~:.;;:,,:, . , . , ,,'" ,d ,r ""' ';c'oc, p' "1r'"bs _cd g ~ chr rtpiacerce.,..:> rpr or lhelr ep. kot10(15 5'-0 ~~ ~'5 JI.,; '~?aIC5 ,al~e'k;,enCle5 by the ~c:~~e Pbrs and 5pe~,_ C;D:lf ca:'on of any, 'e adog :re cJnv?c ! r .I\I! ~,uest,ons 7.g7-2840 o. 17271 I'.) ArcJlIt.ect at ,,! ! r-r r-r RT II I Z AT ION , '~ of p.'ailtlng :Jnd p:~r :~. - ','"" , .',,; ~"" -, o-! ", p,C'-, ,,; ,;;",,, " . "~" rd T rpes d "th "t\"lc:form 2, ^~I.. a'ocne: oh. Shreos a, ~b' sr'!1 be ferUze I. 1 'II bp placed Jr 0 y ~I! trees acd shrv ~ I: ~3ckf,11 T ab:::ts S'a ~ . '!".;01:Jf plant P i +e '~ot?a,. II~st.::l 'L,.J '-'::;1 Do:.:tC!T, C ..' t"~e ""~Id...le a I A~plica';on, K.ate: 'r' N' I Ga~lo:": Cor~am_ ,,' 3 Ga!!o'l Con~alne, . :; Ga:,on Ccr~~JI;le('; :;; Ga1101 CO:1tJ,ne"; -,e~s: 2 1 waC1 tabier I - ~ . "pf-.:, 2 2 I g"am td~\:~~ " 2, ~r;;rr. raol~o ~ 2 ~cal1 tablets 4, . 0 -h 3 :::ble':5 per eJv I /2" CGl: p,~r cf i,:,runK "''"' ~.t:lniac~u"'e"'~ 'I e ~e:e.ase fertilizer p_, 'I r-- "),....."oc</~ e :'1 r;, pr Areas 'P-t:zat,cc '.vU v... Groundeo\!_ C .. 'ece:Je .'. ~ ~rp35 :J1 a Ail grQundcover :::l ..- sped.catlons. CO:T111101 Name c;he!1 Ginger Var. __ CnnJrn Lily Se'ii~Gr~e HibiSCUS Ho:ly Dwar~ YaLJpon . Juniper Par'son s Yellow Lantana L "~1a Purple a:1coo r"~wm Tree L'gu::>c G:ant Llnope Oleande~ , der .f Pink Olear Dwar Olpander Forl1 _ Tree 'Plumbago Impenal Blue Podocarpus Philodendron Date Palm Pygmy Ind'an Ha\-\othor1 ~abbage Palm_ -.. d f Paraclise Blr 0 t- Jasmwe (~onfederare t I~smlne ~ , Confedera e _" Dwarf '., G ass - b' atcnee r ra n f Paradise Giant Bird ~ Palc, Wash,r'tor a __ -r:oontle ~ . d Palm Card~oar 48' Helgrlt Spp.clf'catlor --- rl~ , 3G' x 3", 7 ga.." x 3G" 7 ga'., 3G 3G" spr. B" ht x 5 .-Aal., 4 '. 24" spr. 'J 24" ht x 3gal., . I ,,,spr. ' i G" ht. x '" 3ga.., 18"sor. 2' ht x r 3 "'a!., I .' I?" sp-. -J 12" nt. x _ I gal., 12;' spr. 12" ht. x I gal" 5 stems 8' ht. x 7' spr., I 2" spr. 2" h" x . I "'al., I c. 24" spr. J 48" nt. x 5gal., 24"spr. i 24" ht. x 3ga, 4''''pr. 7.B1t. x - 24" SP. r. ' 4" ht x ' 3gal.,2 . 24"5pr. 8" nt x 5 -:lal., 4 . 48" spr. -J 48" ht. x 5 gal., 3 stems 48 ht. x I B" sp-. I I B" ht. x 3 ga ., d on ~Ian T "S rote , C. . " 0<," . 3G" x-'''' 7 ga i . , I 8" spr. 4' ht. x , 5 gal., .. 12" spr. ,I, rlt X 1 "'al. ,'" . 20" spr. -J 20" ht. x 3 gal., f'I' ' 3 sterns, u, 8' nt. x . ted on plan CT,asllo 18"s:;;.r. 18" ht x 3gal; 3G"spr. 3G" ht. x 10 gal., I x4 pt ral15 2x4 pt ?cst Cxlstlrg grade -E N DETAIL FE PROTECTIO TR._ ,.. II c Q) - "5. 0 g- ~ 3 :; ~-o5E NO~-oo.> is i:l- u ~ Cl. N~-=~Q f- Cl. . -0 ::l o ~~ ll'~ a2 o.>u ~ ~ 6: -S ~ ~ .g o .~ < ~ ;- u ~ ,[o.~ ~ ~ .<> .. :E 0 ~ "i f- 1. ~~,t ,'\J~. ~\~ L ~ ----II 7 ----II ----II L () Q 7 ------II () (J <( QQ r"r: ~ ( L~ :> () UJ -.J -.J LL =:) ~? () OJ r'f) :--- II <( 33 lj ~ CJ UJ ~-.J (I') l) ---" ~ c: (1) (1) r) . ~ (,j c: 1 2" ;ength red lj () - l'j p'ast'c 'lag '-,) r) ---" tape -r:) ---" rl . ~ (1) Ex!stl"':J native l'j > so- -.J (1) Q TREE -8 Set shrub ~!.. o!"rnb,,,/t~ t;p , .. 0 "0 "tba!1 I JJ ~- · .- JJ or roo ,,< 2 """'=$~: ;:~;: ""t" Flr..s"' Grd"e 1 ,.~, --_-:T. ':::;"," EXisting na Root boil ":a?':~1 -~, Native 50.1 . 0 , bacdl'l FTAIL ANTING D_ r~5r-1RUB PL -Q ~ LLJ '/ ----II IQuan.1 ~r Schedule I M-:lr:l ~r1als PI- nr: 0.......; a ... E tanlcal Name t " Code '0 mbet ''vanega a ~ ;:.:plna zeru AL::) aSlat!CUIl1 Cr<:lum CA 'Ioba uVlfera Cocco CU s spp. rl'biscU II gs HI B . mltor<a shi Ir [lex '10 !VS par'sonll ;uniperu5 ~ P ~, . tna caMera r: L..na . densls LA~ tana nontevl LAM Lan -pon,cum " t" LI!1Ustr'uM J" "p. 'ergreen g an LJT . 0 p. mU5carl _v u',op_ Uv'G , oleander , '" '0 i'.enum "dwar-f pinK N 'eander NOP Ner<urn 01 dP.r standard "erlum olean ~ NOS 1'1 F'umbago k P =, doc3rpU5 ma J roOM ' 0 , n selloum r F",ilodendio,. PS copbeenl. ~. noenlx. ~ PRO . I-pIS Indica R.ap110 c:;, RI Cabal PalMetto SP '" ^eglnae d s Strelltzla . 'asm,n01 e ,. SR , spp.r'mui11 J " Ir,ma Tracne.o ~ 'slatlcum m T J "'rmum a "'rachelosp~ I des TJN Dactyol :r'Ie"',;ac:;m TD:~ r , coral ",tre,ltzla 11 robusta 5N '. .' Jshmgton'a WR .'anlla pum,!a ZP ':3mla fur-furacea 2FU_. < Q 7 ------II <( (/) %t - ..2:..;c..:~~.-i2~CTA TES, lNC. DESIGN ASSO P E COPLEY , ~ C 1\ .. L 1\ N D ~ ,"", C T S \ R. C II lIE, 1 , , Dnve 1666 Laney. 34683 Flonda . Palm Harbo~7 787-2840 Phone 7 ~ 4017 '7)7 '785-. Fax ~ Landscape Arc~itecture , Sitt': Planl11l1g ,t : Managemen ConstructlOl1 " u JOB NO. 22024 5. J::Ff . n__ I L ~ J OT'- ~ I RRI(;ATION N [.:J , ".'.m r r-c N f'RAL J , .,,,,d, 00% W""'",:",_ 2' ,xw ._, l..:7 ~ -- t' I "'5:e~ ,0 "'v ~t ""end mor~. ',_ ,0 be +~matlc Irnga ,01 -j ,,'sers ohall nc v. . _ sha;1 "n"Jr '"e_ . pff,ciel't new JU,v. "J5S ola.:,'gs, . d '~ad:., 'n 1.0 ca~e '., '/nlumv, v , edgeo oc , pam! e ) , : ,b. ' "', " ~" b, ,~d "'" .." w,,,:, '0 "": ,. "' "'""'" . _, ,,,' 0""1 ,- ,':~'."""JO "'\5ers :) J. All "'lC,prS :;,1.a,. :,.Ie. S ~'~"<>'"e ,:I,ey maj h." '')'''' I c.. '. d "pr areas " , 'b, en n ,t'" "" '.. hi ,,,,,,. . """',' "l,ff" '''1'' : :; "'ff".", dN"": ~~, ;,,~. ,~" ": p;~;" """ '".,b 0"" d ",,,,,,, "i'"'" ;"'~d " e"""-''':' f'; """p'~ bo i 'P' "j ,.", "b, '" ".,d, """" ",d','''.~. , d, 'OO'~,. -, ,'d',,,,, 3.", d'"" '" 00,' " '~ ",d,.~ . d, ~ p"" c' " '"d, ^if "" . 'b f2' ~.., '"oj 'i 4' C'p"p .pn, '''. . <,.,.t ''''I ,,,.. S~Clli be :rr<~a:ed iy'i~ '-hJII be I'rr'tpted 'Nltn . "1',0, C' odalcgs Dr _' '. ! d^d a"eas 0 . c:h ,es, '0 " ",. , " "" id". '" '" w",,,'=" +', "''',, CO, b" ~h"~,, '",,''' , "he: ,rrl'"'~ "'"'P~~~, ,d "..t ""~'"', " '" " ~uc< " "" ~ "" "''',m of =. P:p' ""'" '" '. .,., '",d~,p"." . 'w be< ~ ",,,-,,. 'd'ptJ'. gra\e: sump , " ''''"",,,,,,, td '"'''' · " . "'.1.. , , ,f' """. ",d ,~.~, ,; ,~,t''''d '" , ;~"' ~" ,h m'l cow",,,, . , - . ,_"". ''','"~,,, ' "",", ".".= "'p ".," " ",,'.., ","" ,,'oc", '" Co, '~,ffb, , ."h," "''',,', ""d on flexlb,e '" , ,'''"",.. Jh "',0, "" H, "" n" "",'" P", . ,."''''t "" ""., "., ,,'l-, "~CO, , , 7 ,6...;' '~"'L}3:,..iOfl ~C1~u r . '''Iks CU,'b5, G"ve5 a, ~ ". Prpc>p,tatlon . . ~",~, '.. . -""m" 0 ",,~"" . ,..,,,,, ,if '''' , ,'woem'," , 8 /,', ~ear dr'ven -" . I b ,cstiled on s~p , " ., jO"~ '..;, ~,' , , pC',b" po y~t";'~,'e 5',1,1 , ,- ,-'s and f,xed spra", >"n 'Jch 2Or,e ". PC oc f".5e^S ,,'h:: e . ."" "~, ". "" ' . -, "' '..., 3. Ge~r .,<: ~~t should be co~pavJ ~'I.d n sr"ub a'ea" '" _ __ shall be used on,y ,.", *' , . "",cC" " _,"". "'. ',a'O '~e.5 aG:a' dr!v::t l'eJds 5hal .'0ed "J.5 shown. o. n pL:md 'n n rT'\...m of 14" be, ow, g~a~::"o~'/ej ~I,'att:r ';h'.O\,.I~ '0- " II be moun" . e t II. a,., rce"ov .... . I f C".',.,,,~ ,"'" htd," 10 ,'P' " , ;"" ~'''''''' " , ' 'Of' k,d,,".: I 2 ^' ,",,,,",, '," - ",=,h 5'",,, . ,_."',.",, :",'" ,. '. 'r"oat,o" "nes - . ana r"ICl 2~ ~ to ,,,,,,,, "m" , _ "''' '"' ""''''Y , d ,," ced,", o """"',,~ . d ""..~ ,c;,' . h 'p',. "" 5ys:e'~'A 'j call oeJds to prov' eny "'h".~.,c,"":;, ,,, 'H,,,t'P V" "." W ",,," "', , ;,: ",,', ' 3'" ' 'b d",,,,, ." ,,,' "p"", . ,., ~,,~,' j~'pd",h,'" . not sp'ayc',er ~'a, I: be r1JnJfa::ured oy, "e to dell!er t:oe p'op; S'.~rc" t;'e wc" , 14. b,c ~m,en, sra I' ',eld ';en~/ 'Nater sou ~-pd by the ,m'Jat 0" ,y" I 5 Co':'ado' "ha" ,t (GPM) as "equiI . ,. r ' . ,,;,'o'v ~allon5 per ClIOj e . ed hY the COIlt.~3","OA.'; '''"''',v. le ~com. near Na:el ' "~ , I . . pro'. Ie< - '. .t,o". IS aoy d,sc;epJn:y . cod for In:,tallatlon sha ':vO allll"rgJ:,011 eOlw,~~~rhC'\ ~ or dr;r'IV]rgs to De 'I' ~p'm!ts '-eo,wl v P' -5 Nhen loca"n C d at rp;, 'NO"',,:; \. I G. "(~h Land5cape ai" P shr'Jbs ~n . v " k', ,,,, " "''''','"d t, A . ..,~,,,, ~ " '" ' """'''Peep' ' , ,'" ,",,,, , ""d ",,~, ' ,_ m'''~ '1'" ""P"";,'" , t,,, be """",d " .";', . ,f' 'k"' ~ .h, p' ." c, ;U-"", '" , " '",,,,,,,,,,, '8 N" 'M "'h " b, """,,,,,, :0', " t,," ,,",,'~ "', " ""0""',,,,, ' ,,' "~"',, , , th' -.,,,,, '" " ,d,..,,,, " , 727 " ';' C -, ,,~'" ",t"," "t f ., t",' "",,"ocr '. . . '"h,t'ct " f . 20. '"~,,,,~ ,h" '" "~C'''''''' ~ . "0 W ,t, l""~,,, 2'1 Con';eactor ~ a , ,," "al: be a'l ec.~ . p- ^ PC' cat,vco 0 land5cape ar ~.5, .- ardlr,g Irflgatloc "p~ 22. A.II ~,uesbon5 ,eg 787-28"+0 ~I~ ~ c: -g ! ~ ,~i ~ u ~ >II 1-1 IJ) , 01 o ~ -\- ((/ ~ SY3TE~A ZOf, E #8, 3125 GPM (,) I..[.} < iJ).} ,\?' ~Q; ^'" 0: I..[.} '-<-J '-J )! '/-- 0) 2 ' ~(,) COt! $< -~ O/'-J ?: ir) I..[.} 0.:::/ . c: I -'2 i- >II ';; I IJ) I r"- 1 c~ ...... ...... ...... ......,...... ............ ...... ]'",lg ~ t"1 :>.;; o ~ U ." ~ -g 5 "@ 8~:~8. N~-=g[S r- ~ . . d (5 ~j ~~ ;;: i1)'0 Q) l- t -5 ~ Sg o .~< 3. a. U ~ ",g '5 "5...r ~-5 :E 0 '5 .~ f- '" <-t' ..... 5<f -1 .>:\~ Pl'V ~.... <5' ~.,~p t:r:f P ~~~ ~~3 rJ ~ -!:5vo!-... -" ~ jf,<;:: ~ R g,"- "(' (z ,,~ CJ EXTENDED LINE OF ABOVE FOR BA~~CNH~TECTURAL ARTICULATION ,," ,~ (J '\ (-(j ./b " ..~ ~ 8 u ~ l--~ IJ) l.) C\l ,-,", ~o 10 - ._ l ...; (j) o 0 IRRIGATION LEGEND S"ecf:cat,01 B"bler . -, Rad'os Fell C!foe u :- ore :J . I Bubo!er - HJlf Corc e To-o 5' P.;ldlu~ . ,. Clubble' I IU5 Qu~rte(' C rel_ To,-o 5 Rad SVI" Bu~'" er -, Rad'us Cecter , ad T oro :;" , . F'I Crde 5prayr,e h d 8'/! 0' R.i.ldus - r cc e Sp"ay, .ea Toro ^' e Q'Jr~er ~I ' '0' '2.i.lcJ uS L e ~ Toro 8/ . C Ie """, fJy"eJ" Half I'C ~" Tore 8'/ ! 0' "-ad uS . Cecle SprayheJd I I 0" ~.3d liS Q\jar~er T oro 8/ D S,,"ayhead co' Pacius Ful' C,^C ~. "'p'ayhead Tore i::l, _. QUJr:er CirCle J c:;;,' P..~v'1J5 I r,re.... - oro I ~ ~ ,. 'f r,"cle Sprayhead ; 5' RAdlJs r'J'~, _,~ "'orayhead Toro Q r:N C"c._ ~r ......DiO i 5' RadiUS L'a~_ C d c;--,:? 5p'JyheJcJ T()co ,_r -'~, Ct":? 5prJyhead T oro 5 de ::0 ' , d ., 'P 5prJyheJ T orc Cen~er ::O,r, '~pad :; GPM Drll/pn I,~ FJII C"'c:e Gear v , 3 SP'A I"c-"ter rp r DClvec HeacJ usta,,;e RAdiUS ,-,,_a cour.ter AdJ , d . Alternate r - :In'/en Ht'3 F [I RadiUS ,,,,ear t::r Adj.' u, . PIPE SIZING C~iART '/2" PVC PIFE Syrnbol } 5F-B } 511-B ) 50.B ) 5C5T-B D8/IOF 08/10-:-0 D 811 OH 08/100 Ol5F Ol5TO ()1511 0,50 615E5T 61555T 615CST C) 1-25F o 1.25ADJ 11'\ 1-25 '~ GJte VJ~e " I 'v'c, ' , Rc,'I,,,med , ac \Va~6r 3ov;"'ce - _ ~ SYS'D,I "'A" Meter ~/ ~'r "ber 5YSTOJ te Centro' ::Jc.. .I /d2r.."'f # E.lectnc Rerno , ~ "s'ern I G;'," Va've - I" ,,_ arae" Cor,roiler '::0,: _ PS, - Sold State :Jual '0 ~ together at eacl1 01'0 . '~ ',ICe 2 zone:> res, 'BII cortrolk..r, . apt tor ~:;jn zo f-- ) loc' excv ~ _ t; f=L~ec. stat on on C, . Ice ;rnax. ,,ow ~ ! GO p,'/,c. --"'tera _ OJSS ~ ^ '>0 1,5" f/C P pe ~}a','--: i1ie-:JC'I. , (.-:ax ~-'ow 5 feet/sec.) ...... 0.5 GP~A G- I 0 GP~/I 3/4" PVC PIPE I" pvC P'PE I 1/4" P\/C PIPE 1/2" PVC PIPE 2" PVC PIPE 2 i /2' ",VC FiFE I I., 5 GP\A I b-25 GP',,1 2:;, 35 GPM \~ "~~~., ~~ . 1: ~ ----.-. 7' ----.-. ----.-. 1: () Q 7' ----.-. C) t) 3G~50 GPM 50+ GPM "YS~EV 20N~ #G 29 ~7 GPM ...... --<.0 PSI v- rsr """ I..[.} C) IJ..~ ~ X' f-....' 0:: 0' (.J Q' ,:( I ' "'- o 9:Jrsr !} (.J I""" ..[.} IJ..Q O~ ~ Qf-....' .~O' , I..[.} Q' '- <1"'-.' -----------__-1 <( Uu "/ ----AI ~ .../ <( ~ > () UJ -.J ~ ~ ~ () rf) D J><o ../ ~ UJ :--- LL <( s~ lj ~ <( CJ L!J ~-.J (~,) l) ~ !JJ '/ ----.-. ~ (J ;{' 1---...' tv) 0:: 0' """ (.J Q' I..[.} :(I"'-.'~ --...;: '$ c" . , , ~ t:q r.> "-) ~ .t:;; f ,,~ o !?:% {~, ....~ ( :... (1:., ~. ''----) ,t:;; C) Q 7' ----.-. <( (J) f"/C I~:e~-JI k,e p'pe f\ IRRIGATION -Q SPRAY ~iEAD DETAIL ----AI ~ ~ ~ (1) () ~ ~ --" . --" r). ~ (~j FJ () --" C).l) --" rl . . --" (1) L > L (1) 0 C(tAf?WA rtf? 7S S'-,.. , IOf?y S-1^ '0 M~ S' ' v. If t'y , , ClUB PVC Ftc'""ll \=r f\ IRRIGATION GEAR -Q ;:>oy e: I IVUMBtf? 7 JVC ,,,o<;r,,, l,ne p'pe . AI L DRIVEN HEAD DET IlveR!"s. S'E:. O.,'? CR!"ss, ' {)OOk !~~(,>k ., 18< . 'IvG f"~ ., 18<' PC, 1:>0- SI':J,f!",Vr 1:>3/ P"lnl:;h GI-aJ71Q . I ~n (11.j: . '11 '- 1~,'q'~I'IIIJ rE" "" ",;'::;: '"'' ,~~ "" , ,,,',", ," 1t1::.wli Sleeves v"'Ot:. J ie'h F t>1'l"'.s '8" rrtlt1l11iJm ,,-, : C.... I a,t- ......,;;1' 2011_ I '-'. ' . . d ,3"P.;;,5 ' , c ,~, r'n all pave _ .I ''''"'' '.="'''. ::""" '0 NO, H" C>>= ~hlc(,'e P'P""l.. '.5 v . '. ,~ Tscalled V'O~' ~J" '"""'~ol ','J\,e w''''-:;S ,0 C)..", ',th '.:e"o:e Cv~ '1'''',e at 8' Icter.JI, '~ at ea<:h sec..;re to ,a, .;1 ,cl",es a~cl-,1d p'P tap~ '.v"'a::>pec: ~ ,',.,,".. rr'~1>!f~:~C~JLf-4" . ..:......~ 'TC - -':::-'--\SSOCL\ TES, ]1,. COPLEY DESIGN '~ C 1\ P E L 1\ N D S , -', 'T S ;\ R C II I 'l E.C ~ Dnve 1666 Laney, A683 Floncia 3,+ Palm Harbor, , 7)840 Phone 727 78 -_ , , '7)7 785-401 7 Fax _ Architecture Landscape . Site Plannmg , 1 agement truction ~ an. Cons E f\ IRRIGATION -Q PIPE DEPTH DETAIL 5 '0' 20' o I 1-1 III Scale 40' 1 80' j U JOB NO. 2202-1 SHE ET I f\ ~ I ] ? ()I_()" (S \.. c5 ~ " f- (/J W 2:: - ~ -0 :Y:: --.I m -...I 1--- 1--- 1 :Y:: (/J [J :Y:: /' u; ~ o /' :Y:: (/J [J f-- ~ :Y:: /' ('U rv ! - - /' ".'.:J'ERVING YOU EVB'RY DAY" PJ1\{ELLf~S C,O,Ul'{1'Y) F'LO[?JDf\ Db'PJlf<'lJJl6iVl' 01? PUBLIC' ~VOf<f('Sf 440 COUI<T STlmET CLEAI<WATEI<, FLOI{[DA 33756-5136 PI/ONE (727) 464-3251 LOCA 110N SEC'[[ON TOWNSI-IIP GRAPI-IIC SL"ALE V~ 0 200 100 200 300 ,100 800 V~ 1/2 19 ~9S -/ r-' r' ~.-s-r~ J I pLJ ~ I~J I j ~ --I ~ ;)-6L!J 1 inch = 200 jt. ~ pI-IOTa DATE: NOVEfvlBER, 1999 I~n . > v 0, \:/ n " ~ D_ S Cf-JI~lYLt-\'I' rCDES1Gl'\f Pi\ Cl~i\ GE _FC) [~: ~ \ .--, ru = = ru = (Y) m ('i (-,j ~., CD -rl c ~ --.:> ru ~ I- 01 :!: D L ru > o U (:) I <l: /' (f) o D C o U >- ru :ox::: u c CO G ~J (:) c' ./ (:) ('II ru (:) /' 0J (:) (:) ru /' C:L I r . ~ -------" . r-I t- I / 1 37 0 CJ ULII' B () (JJ-1E V i\l~D C"., r F I' J\" F) 'J'! A 'l' Il'l ) '4' r C) D [D' 1\. c./ ~ -.LJ.r ~1. '\.. I .r 1. _ I~~ '\..) 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MEN~ HIGH WA1ER liNE SET FOUND Ir~ON ROD IROI~ PIPE ~jNL AND DISK CONCRE1E MONUMENT RADIUS Me CHORD RECORD MEASURE.D CALCUlATE.D DE.')CI~lpTlON CONeREl E CONCRE1E BLOCK WALL CH,\lN LINK FENCE WOOO FENCE UTiliTY POLE LIGHT POLE OVE.RHEAD ELECl RIC GUY WIRE CABLE 1 ELEYlSION SAN IT MY MAt"HOlE CATCH BASIN GRA1E INLET BA(~ic.FlOW PREVENT ER DEVICE fiR ~ ff'(DRAN T WATER VALVE GAlE VALVE POINT ON LINE CEt~l ERLINE RIGHT-OF-WAY F"lNISHE.D FlOOR LOkEST fLOOR ELEVATION REINFORCED eONeRE1 E PIPE TOP OF BANK AIR CONDIT10tW~ POINT OF BEGINNING CHORD BEARIN() ElF.:YATION SECTION TOWNSHIP AAI~GE 1 ElEVISION POltH OF CURVATURE POINT ON CUh"YE POINT OF TE.RMINUS INCORPORAl ED ST,~T E ROAD DE.PAATME.NT NATIONAL GEODETIC VE.RTlC~L DATUM NUM8E.i~ SG1UAAE FE.ET ACRES MASONfti LICENSED 8USINESS OFFICIAL RECORD 800K P,~GE DE.PARTMEtH Of ENVIRONMENTAL pr~OlECTlON CO~STAL CONST RUCTlOt~ CONmOL LINE ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ POINT 'z. '---... '---... ---........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ '---... '---... ---........ '---... '---... '---... ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ,. '---... '---... '. ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ '---... "eo. ......... 1-/...-...... '---... ........ ........ .......... .......... ........ .......... ........ .......... .......... ~ ,Q;- c''{: f/) , '{:-' () (~./ r A 0(")) ~ cJ ^V c ~ <1,,1>, A.4 ~S r:l...[; .$-' q,~ ,[ '01 ~tl/ '0' fY JY!J! ~ f..Q? q. <f(y c!...lV~ ~ ~. (.J,~-q:,-.;>~ J, ~,<~(:j' d," ~Iv-q:~ lj .? $(;,0. ~' ~ lV.to ~ t., " ~ <:1 ~.S> IV ./i..."".\. ot:to g,<:1 () f " <"J' (j ~'V q,Q} J' ~ ~-... q, '14'P <; ---........ !v.57. 09'1 ~ _~/ ~rc) 5~ ,1.. ,.~ ~Oo' -~ ---........ , ---........ ---........ ---........ '---... '---... '---... .......... ............. ............. FOH: Henalssance on Sand Key, Inc. !'::EH TlFIED TQ: Renaissance on Sand Key, Inc. Dalton East, LLC Bank of America Florida Title BA]IS OF BENCHMAHK: Designaticn: 15-90.DA-14 Elevation: 5.79 Mean Sea Level: 0.00 OHDEH NO. 1998,,149-16 February 1r2001-=-i3oundary April 18, 2002 - Boundary (98-449-19) FLOOD INFOHMA TlON: Flood Zone: AE EL==11 COl1lrnunity Panel No,: 125096 0014 B Map Index Date, August 9, 1991 BOUNDAHY SUHVEY OF: A tract described as follows: From the Southeast corner of Section 19, Township 29 SOUlll, Range 15 East (said corner being also the NOltheast cornH of Section 3D, Township 29 South, r,ange 15 East), Pinellas County, Florida, run N.B9004'01"1.^J. along the North boundary of said Section 30, a distance of 2819.60 feet; run thence South a distance of 1012.61 feet to a point on the centerline of State Hoad No, 694 (County Hoad No, 208); run thence NOltheasterly along the centerline of said State Hoad No, 694 along a curve to th(~ right (radius - 1909.86 feet, an arc distance of 572.13 feet (chord - 569.99 feet, chord bE!aring - N.23023'25'E.); run thence N.31058'20"E., along said centerline a distance of 1393.67 feet; run thence Northeasterly along said centerline along a curve to the left (radius - 1909.86 feet), an arc distance of 304.21 feet (chord - 303.94 feet, chord,bearing - N.2r26'30"E.) to a pcint of tangency of said centerline; run thence N.22050'39"E, along said centerline a distance of 11:43.10 feet; run thence N.57012'11"W. a distance of 50.00 feet to a poif\t 011 the Northwesterly rig',t-of-way line of said State Hoad No, 694, said point being the Easterntnost corner of SAND KEY CONDOMINIUM - SOUTH BEACH 1, as recorded in Condominium Plat Book 14, Pages 83 H rough 89, public records of Pinellas County, Florida; run thence N.22050'39"E along said NOlthvlesterly right-of-way line of State Hoad No. 1394 a distance of 290,05 feet to a Point of Beginning; From said Point of Beginninl], run N.6r09'15"W" a distance of 302.58 feet to a cross malk cut in the cap of a concrete seawall 'IS a line marker; continue thence N.67012'17"W, to the mean higl1 water line of the Gulf of Mexico to a point hereby designated for reference as Point "A"; beginning again at the Point of Beginning, lun N.22050'39'E, alonl] said NOlthwesterly right--of-way line of State Hoad No. 694 a distance of 156.44 feet; run thence N.67012'17"W, a distance of 279.35 feet to a cross mark cut in the cap of a concrete seawall as a line marker; continue thence N, Gr 12' 17"W. to the mean hlgl1 water line i)f the Gulf of Mexico; run thence Southwesterly along said mean I1igl1 water line to tr,f~ previously designated Point "A." RI:"lSE.O ro~ SE.E Al1ACHlD DE.SCRIPTiOH DE.CtI,\8t~ 14. 1~99 R(ViSE.O 10 REWJy'E U,SE.!,otEN1S - lQSa-4~9-1 Jffl. 13, 2000 REYlSION ... 2 ADDED PROPD~EO EROSIOH CON1ROl lINE 5/20/02 5/15/02 ADDED ZONINC NOlES BY I~EY,N D^ lE I~E\~SION . -----" '5 I I I I I r:" r... ~r:"(' vr.. ~. .J , -f't'/P. 2~)S.. r~t '\ ) . <0;" ........ ........ "',:/"", ........ ....... ........ ........ . ........ ........ ........ ........ .......... ........ ........ ........ .......... ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ .......... .......... ........ ........ ........ ........ ........ ........ f'--.......~ I ................................................................... ........~ ............................ ............................ ~........ ................ .................. ...... ........ ........ ....~. ........ ". ........ "'-- ........ ht,~........ .. ........ ........ 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"t.t>-,;., ~ ...(~. ........ ........ ..........~eo. .......... ........ ........ .~ / f IR /!l ... / /,4/ /.~ /~'? /~ / / f I I ~J , '8~j~ I f! ~ '~ I ~~~i I <'J'l:; / I I . ,~ . ~\llfsT~t~~kl~(ti;El~T ~_ _ _ '-,M'i'04 ~"~2~_UO _ _J _ !,(Cl!(M 1~-a:~-1' NcJrH LINE Of ~ECTI0H 30- 2;-15 r- ) t~ATI;u.sT j CCI'M~ I I $(e\lCH J<J-2~-1' Z IJJ 1 /,f'1~ . I ;'If '0 ~ I~ ti ~I I~:-J .;) '-1 -1 ~I ? :-r.; Ih:.,~~ '/E;J ';1 IIR~~." t~<'J" /--- .. , , . C'F~L-;t/ P / ~'l( // -c.- \/....v f>-L~.,,6 FtoRlDA S1JRyt~OR'S REGISTRATION NO. '----" 827 FLORIDA EtWNEER'S REGIS1R^ liON NO. ~ ,1".;.75 / / 1'-.......... / ............... / .................... .......... / . .......... /} ........ / r{' ........ ........ / .................. ~ ......................... ........ .......... ........ ........ ........ ........ ........ ...... .......... ........ ....... ........ .......... ........ .......... .......... ........ .......... ........ .......... ........ .......... .......... ,,~ .................. '~.......... ........ .......... 'tv, .......... ........ ........ ......... ' CIi'ts:S' ................ 1..... ........ 0'" t,..~ ... ........ .f?, ""csS' ........ '900~ "'Pc ........ ........ ........ ~,~ ~~, ........ ........ ........ .'8<' ,... 'yO t: .......... C' 0. /..-(~ ................ Iy~';: ........ ' 'f1 "Dvl' ........ og',~", ........ ........ ~........ ........ . ;....... ........ .'.oy. .......... ........ ........ ........,/1 ............... / ~........ .....j ........ ........ ........ ........ ........ ell:..... A/7~~1 ... I.t:h ~/r 1 C')J' ~ ' .~ s~ .$A · IOt7y -ND ""'_ ~1.1 ~ "~ "" .~, f ('I ~(",/Jl] / / < ";;;. ............. f.,' / /............... ~ / ;;'---...~'---... /1 /;g <~, ~p/!~f.";--......., e'11/1' ~r '~~<'C% J; .98 / "'. ) C, "'(;O( / :.]i rl;O'~~, / ~ / /,~ /Q I~' /.~ // / / ........ I ....... ..J Iv '~4,fI] I:'- ~fr , 15,~' / / l( 5.53 / (j./ DEscr~IPTION DETAIL ........ ........ ........ ........ ........ ....... ........ ........ ........ ........ .......... ........ ........ / / t .., "1,,) r V"UD win lOUT THE Ol~ Ir~^L I .~) :'Ti\l. NW SIGNMUP OF ^ " _ '. ~f: D SUF1VEYOI~ MI ) M^PI-'r:.n~ III; "J r;, '.',1" 'S F';ED J $(E POIHT "8. WORK o~om t~oJ 2002-1a' 0" 1(: APr~IL j 1 a, 2002 SCALE: 1"~20' DESIGN: f.'O 19, ;ji'i'.'b(t fD ~t~'bt (~i~(t .;(4 !~~(!).(~l(l.,l'li'J/) CONSUL TING ENGINEEr~S . LAND SUr~VE\(Or~S . LAND PLANNEr~S Sf. PE lEr~S8Ur~G . ZEPHYr~HI'-LS rl ;}'ti~(j, rOPOGHAPHIC SUr<VE.Y DHA'NN: SHEE r NO. ~... . I ---- --~ ~-~---------- ---- rLORlQA ....----"" t'lU..RWAl !.R 8'1' CHECKED: ..- ----_._~- ___-----'-____a -I .