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FLS2004-05029, PLT2004-00005 (2) FLS2004-05029 PL T2004-00005 604 Lime Ave VILLA CUESTA ~ 0 "'LJ C!!!: ~ ~ """[j' ~ PROPOSED USE: LMDR LOW MEDIUM DENSITY RESIDENTIAL " .; '. TOTAL PROJECT AREA = 49,693 S.F. OR 1.141 ACRES +1- " NUMBER OF DETACHED SINGLE FAMILY RESIDENCES = 4 + 2 CARRIAGE HOUSE GARAGES = 850 SF. EACH LOT AREA: MIN - 5, 000 S. F. REQUIRED INDIVIDUAL LOT AREA DATA LOT 1 = 12,025.3 S.F. TOTAL AREA 3, 758 S. F. GREEN AREA = 31.2% 3,590 S.F. PAVEMENT AREA = 29 9% 4,677 S.F. BUILDING FOOTPRINT WI POOL 38.9% LOT 2 11. 656 S.F. TOTAL AREA 5, 106 S. F. GREEN AREA = 43.8% 1,388 S.F. PAVEMENT AREA = 11.9% 5, 162 S. F. BUILDING FOOTPRINT WI POOL 44.3% LOT 3 12,752.8 S.F TOTAL AREA 6,520 S.F. GREEN AREA = 51.2% 1. 662 S.F. PAVEMENT AREA = 13% 4,570 S.F. BUILDING FOOTPRINT WI POOL 35.8% LOT 4 12,062 S.F. TOTAL AREA 5, 154 S. F. GREEN AREA = 42.7% 2,385 S.F. PAVEMENT AREA = 19.8% 4,523 S.F. BUILDING FOOTPRINT WI POOL 37.5% SETBACKS REQUIRED: FRONT - 10-25' SIDE - 0-5 ' REAR - 0-15' PROPOSED: 15.8' + 7.5' 25' + MAXIMUM BUILDING HEIGHT = 30' PROPOSED 29'6" ABOVE FLOOD EL _IN ZONE. INCLUDES EQUIPMENT AND STUCCO PARAPET~ \ ACCESSORY STRUCTURES - MAXIMUM HEIGHT = 20' ./ ^-~-"^',_./' ',-,' ..' '../" .." - , Legal DescrLptLon' ALL of that Tract of land descrLbed on Plat of R.T. MARKLEY, recorded Ln Plat Boo~ 10, Page 29, of the PublLc Records of PLnellas County, FlorLda. (descrLptLon ta~en from OffLcLal Records Boo~ 3289 Page 1121 co ~ I ~ ~ 1-- . 0 , C\J :; I C\Ji'5 ~ ~, il I.L.J i;{ · . ~ I [; ~ I .-.j , ~ f p f II C /, ;: , ,- ...-..----.--- --------------------------------, I ~ o o ,8 SF. POOL GARAGE PROPOSED RESIDENCE , '. - - - - - / I I I GARAGE I I I I I COURTYARD I , ---~--- -- -~_.........- "----~~.-...- --- - - -. -. ---------- CAMELOT OAKS CONDOMINIUM CONDOMINIUM BOOK 91 PAGES 106-108 N 89057'0111 E 402.08' (Fl I I I I I ____------====~----===~ I I _______===============================---------- ~---- ~.....----._-_._------~....._;:::.;:--~---------..,.---_._.---------.-------:--- --- I j,: I 1 I I /, ------'. /;,' I I ' RETAINING WtALL /, I I t;; t I \ ~ j' POOL I PROPOSED ) -.J ': J RESIDENCE GARA~E I.L.J t / / // /' / // c...> , , '-' POOL o m m lD PROPOSED RESIDENCE ..-. o m i.D '----------------------------- ~ 4.0' CONCRETE SIDEWALK 12,062 S.F. - -- .--- o ----~- , . ~ (J) (J) ~ to co o lD POOL WEST 427.27' (Fl NO '7 1\)~.,.JAW<.. ~{V ';' s~ef\U<.- ~ J\D ~ '1/30/04- SPOTTIS WOODE PLAT BOOK 81 200.15' 7 5' SETBACK GARAGE TURNER A,VENUE I I I I I I " ,I '"" 'I I II , II I II I ,I I I' I I' \1 II I 'I I I I I I r=-.....-<' ,... I I I I I I I L_ --....;;;;:-=-=:..::::.=- r II I 'I I II I II I II I II I J~ , ;V #:~ -=-..:..~-==~-~~ ----------------------- GARAGE 1 I:,:: 'U ,,,,, ,m l- 'W 1U1 I Lf) ["f) 21.00' INGRESS/EGRESS EASEMENT PROPOSED RESIDENCE 7.5' SET8ACK 202.02' SUBDIVISION PAGE 57 I 'I ,-~ I .'--1' II 1"--1' I ,I I I I I I I ! I i I ! I I I I I I I I I ,I [~ r, '/ "'- / "'- It / "'- I\: ~ .--~--= ~ ~- '\: / ~~ "'-" ~I "'- ~ " r<.. '. MPLY W/ ALL REQUIRED CODES -PERMITTING AT TIME OF BUILDING PERMIT GARAGE II 1\ II I I I I I I I I I r- ---- I I I I- -==;- K ~ ~ I\, _=~I I , I , I I I , I I I I I I I , I , I , I I I , I I --, \ " '- I __~ I -- I I , .====. J. (/ II " 20' SITE VISIBILITY TRIANGLES-NO OBJECTS TO EXCEED 30" HEIGHT " II II " " 1\ I I I I I I I V n \..., ~,j. " II 1\ II II 1\ II II II PROPOSED 2.0' SIDEWALK EASEMENT TO BE RECORDED AS PER PLAT I I I I , I , I I I I I I I I I I I I , I l PEACH 1\ 1\ \I ,-----_. ~;::--_. ,....- '"'-:=" STREET -------- ~ '../ 8"C~~U WALL WI FOOTER BARREL TILE COPING -S"'i.,lC'::C.. 4x24 ~ MASONRY DECOR WALL DETAIL 'JOT TO SCpLE ORIG\t~AL .")- tPr- o i'- FOUNDA TI ON TO BE DESIGNED AT TIME OF BUILDING PERMIT :. .i OJ oo:;J- ~~ C) -' '" CJ >- [r) "-J IT 1 ~ cY':J ,0 C) u- (0 t3 0_ WIT W ~(/.) ';l.l- ~ <l: C i~ H.~O Design ,c~en~_l f :1'~ct9 :)f pl.;f'O'~ :lat:;'J:~ h.::;. qs-:--'- ..411 .<<M1lI eTIIIS1aT 00. eT.p~UOMI PLOOIIlDA ..70s n7-12e0f422 to MM.G2-10'~ <:( ~ <l I- H <t en I- 0 wZ ,..... IT W C :JW ....J 0 LL :::J ZH IT U WCf) w ~ f- -. W <t <la: 3: IT <t WI- w <:( , Lo u --.J LL H~ 0 --.J ~ >- f- a: H l':; H :::> > 0 l.L '" '" 0 0 I 0 rf, '" [r) I Z i.D CD C H 3: 3: UJ w w H ~ ~ > > > LL W w 0:: IT 0: >- >- f- >- G U IT IT W w Q. Q. C2.l Z <l<l ..-11- D..<l WD 0 I- H Cf) o r o C'J II DATE: 5/1/04 SHEET No. ~o~ LEGEND: POB = POINT OF BEGINNING POC = POINT OF COMMENCEMENT (0) (F) CMP CONC. = EL. FCIR FCM FIP 10 INV LS MES RCP S/W - o ~ - t;J .0- ,~ .,." o o * t> r, L--1 c::I .. @ . 8.3 @ = DEED DIMENSION = FIELD DIMENSION = CORRUGATED METAL PIPE CONCRETE = ELEVATION = FOUND CAPPED IRON ROD = FOUND CONCRETE MONUMENT = FOUND IRON PIPE = IDENTIFICATION = INVERT = LAND SURVEYOR = MITERED END SECTION = CONCRETE PIPE = SIDEWALK = ELECTRIC METER = FIRE HYDRANT = GUY ANCHOR = LIGHT POLE = MAILBOX = POWER POLE = SANITARY MANHOLE = TREE (SIZE AND TYPE, IF KNOWN) = TREE - OAK (SIZE AS NOTED) = TREE - PALM (SIZE AS NOTED) = TREE - PINE (SIZE AS NOTED) = UTILITY RISER = UTILITY SERVICE CABINET = WATER METER = VATER VALVE COVER = DENOTES SPOT ELEVATION = STRUCTURE NUMBER FPK&D ILB 69471 ..:~ ~ ~~ 1 ~ SEAWALL CAP J %' /...-;.. /~~ , 'I\> I' I.L.J ,<- " '-t -.J Jg IV) 13 ~} ~!= ~ co i? 'f"-f W~ ' C\J. ~ C\J ~ .-.j i "" i;{ I.L.J '-' !t /; I , , , , SURVEY NOTES: 1. The purpose of thLs survey was to perform a boundary & topographLc survey. 2. Underground encroachments such as foundatLons and utLILtLes, that may exLst, have not been located. 3. BearLngs shown hereon are assumed, holdLng the South ILne of the subject property as beLng WEST. 4. ThLs survey Ls not valLd wLthout the sLgnature and orLgLnal raLsed seal of a FlorLda ILcensed surveyor and mapper. 5. The property falls wLthLn Flood Zones ~VE (EL 13) ~ and ~x~ accord Lng to Flood Insurance Rate Map 12103C0108G, prepared by the Federal Emergency Management Agency, last revLsed 9/3/03. 6. Parent Benchmark used was PLnellas County Benchmark ~HARRIS O~ wLth an elevatLon of 23.74' NAVD88. CONCRETE PAVEMENT CAMELOT OAKS CONDOMINIUM CONDOMINIUM BOOK 91 PAGES 106-108 ~ 0,' .... x 4~ '\. ",. _ _ ~R.l. ~ ~ ~ ~",,, ",:. v' ~ '\~ R>~R>' ~"''rf\.' {>. _________===:;;::....:___====~ ~. ~------- -------~--- ------ . ~--- ==>fM=_------::::t.--------- ---------RETE WALL v 4' CHAIN LINK FENCE ~ QUAQ :AMPHOR 131@IZ"&S" .-......... ...... .. ............... "'-, : REMOVE FENCE , .... ... ... ... ... ... ... ... ... ... ... ... ... .... ~":> '\. 1 I / I I I I /",'!> ~ I I I Ii! C5 Ii;( I~ /~ I I /..~ # I / / I / I I / I I / / I I / / / / I ..":> ~ *18" f> ", FND. DRILL HOLE IN SEAWALL CAP "'~ x x .-.................................... .... : REMOVE BOX ; '... ... ... ... ... ... ... ... ... ... ... ... ... ...' 1.5'x3' CONCRETE BOX NOT IN USE, FILLED IN USE NOT KNOWN ~:~ ~ ~I ~ I~ ~~ x *5" ~3" .,~ ~O ~'!- '" x ...?> ..~ x EAST END CONCRETE WALL ON PROPERTY LINE ~?>I I~Gl II II I I..~ I l'" II V II /1 I I I I ~I I. II · I~ qj !<J · ~I ~ I~ tfl !<.Ii.... "I ~/'"" I ,",,/!j II ~ W&W TWIN I 14 ~?:K ~ Q ~ .!$>':>/ ~ ~//~..o, '/ "" 14 '"..' / ~//::x / ~/~ / ~/;; / ~/i / "C / Q;. / d"C / 31'~ 0,/ / 0/ i I / I / I / / / I / / / / / k>'2 / ~ e G G *1/' *1/" ~'15' ..'" 'v' 1 "&14" T~IN Legal DescrLptLon: ALL of that Tract of land descrLbed on Plat of R.T. MARKLEY, recorded Ln Plat Book 10, Page 29, of the PublLc Records of PLnellas County, FlorLda. (descrLptLon taken from OffLcLal Records Book 3289 Page 112) " v" x -0-'2 ~5' ~1' r-,":> '\; x ~" '\,;' x . [ap~R, (F) ~ N 89057'0111 E -0-":> x "' :LF ~5IWIN CAI1PHOR *15" o 4' CHAIN LINK FENCE WEST 427.27' (Fl :-,":' '\; x SPOTTIS WOODE PLAT BOOK 81 "'~ '\; x ..." 'V. '\:- '\; x TRIPLE 12" CAMPHOR ~O'ECAN :\'? '\,; x ,'\> "", 8" & II" TWIN ~ :\":> '\; x ~1:" ~8' ,.-------------, : REMOVE ASPHAL T: l._____________J SUBDIVISION PAGE 57 ,<:> "',. x <:, ~' <:,'\>/ / }<>y ~ ,~. x ,,'\. f>' ,x' t= , 0,,,,,'" ,'(; 'f. '\' 0,' '1; x. ON-SITE BENCHMARK SET NAIL IN POWER POLE ELEVATION-32.31 '\ -O-~. ~':> x " ~ ~5 ~' " """ x '\'<> f>' )( - - - ~ f>' ,><, '<> ,,<:,' x '\'" ",<:,' '", '\" ".... r , I , I I I I I , I , I , ~<~" f I , I , I I I , I , I , I I \ I v \ r,'\.' \, r \ I }, , \ I 'o.. I . I , I , I , I , l",~ * I 1"_\ ~...... l.!"",EP I' ",'" "i~'!o kAT ~ ",'\.' __ "V L/-~ ~/I I I I I , I " I " ~ I II ff!,'" "''\. I 'J-t;> " "v r <C'if "v 'I...,,, ,W If,v~ I :::J ,,'" LO ~""'V , z: _ .. . .. ,."'':' .. . _ fYI' II I ~ II i~i ~"",o,'" i ~ ~ ~.1 -f!""'~ i :: II , / II I .~~""~~ ,I , l' II I I C JflC D~,II ~':!v~v I'>'\.:-y/ I I "v f// " ~ "", "l,~"" ~' i: /1 "",,,,,<>J '" ,r:- - ~; 'I I " x II~ I II ,I.... I II II I II 11 I II ~ jv I ~ II :: 1 BII :It /1, I " ~ II I II ~ ll",,,,~,, II ~ , ,,11 \>\<> II ~ 'IP 12 1110 1011 I ,:,v' ""v , II I I t -il~~ I~~ I~ '?" I I I ,,-'\.:-'1f f ':!v 0\\-# II I' I ",' II I I I ,II II I.l-" I II II f7 II II I I I II II I I II II I 'II II I I" I I I II I h,'\.q,'O I I I II I t I " , II w "-"'... I ~ I II I ;Jr' , II ~ II ,I ~<;j/l '\. I I S I i III 'I 1\ 00' "k& II CIl I \ \ FIP 1/1 ItlO ;O~~~ I I ~ 'I 'I I ~\,.. liE 0 iF""sTu'Bor1" ~"'.... 1\ 5 I II I ",'" ~~~_ _."0) I I ~ I 'I I <>;- <} ,,'" :: ."v :::::: ......",,,. ~. I I ~jO-O II I --:::'7 II I ~ ~ i ~'\; 0; i\)'" h s:, I I ."v ~<;j ~0- I I "';:..... ~ "- _______"'''0) I I"'V 'l;)' "3:'-...."- I I ",'" ""'I,,"'> '<'I, I I"V""'~'('"7 ~, <:>" ~.:;> ~ "", ~ ~1}-:... "0) " ~ ,,'\.,,:.~ ~ - ",.~ ~ ...,,,,?l ~ ~ /tJ3,49.~' ~. ~...~ ~. "v ~'~~.... ~"c,:>'" ~~ "",~ " Ao.,'\. "- t ~ ~ """,,," .,,"" "v '-': \c Ferl 4 "X4" IPRII 2589 'I, 'W~T[fl 1\ \ , ,I \ ~,JI, ~l'f}E <"'1 n I \ ~~ ~ I",'" Xj'>" ~A ~1 \ I ,f;.~' I ==/1 ~~ ~ x"''''' I ~ I "..... I I I I I I ':!v I ",~~' I r---....... ",.::>t. , r;::~ ~>.",r I l!:::~ , , ~ I........ "",. ~'",.. ""," ~--fl< "..... x ~ ...,..... '" "..... ".- I I 3~1 ::01 I ".... '?_) I 0\> '" t';>, , '>0- I~?> .",;':'1 I I I I v I ~'__I .,,<-17 \1. "H "..... I I I I I <,'l> <J' ~. ~'- f='= -- <S> ~ "'" ".... ~':i I ,,"'..... I ~ I ~ I ~ I ~ I ll:! I :: ",,, ~ Iv C i!"--- ") '" ~' ."..... -0- -o-II-U ~' y - ;r-----~~ '\'" ,\'0 f>' ....,<:,. '"ONEYCOI1B 8LO,:, '\ "..... x lJ... -0- ,,,,<:,. x ASPHALT ORIVEWAY ~ ."....' .' " . - (J'! ...-I ~~ ."..... -----)(--- "" ' "",. " / - ~ -' ",,~ 'I' ~. @(~ o ~ o (/) ~ ~16 ON-SITE BENCHMARK SE PROPERTY CORN'ER FCI1 "'x'" (NO 101 ELEVATION a 32.6 APPARENT R/W LINE TURNER STREET '" "v x Ii" ,," ~..... n ,I '" ""''i> ",. .,'0 ~ ", I I I I I I 1"'....0 ,_1.' 2 . "", ",'" <,'" ---- "..... I I s:, ~ 1"0) "v .,~ - = :;=t"" "..... ~ {, "V 'db" "V x I I I I I I I I I~ "..... Wi v," "1'>..... x\ 1= I~ .... .... z ... ~ 3 ~ ... z .... II: C ~ ~ C ~I al ASP HAL T 1::;1 U ~I V >1 ~ 1 ~ '"> 1 " x",v I U I R I U ~:\~ D~ ." '~. jJ'>v,\", '" -==:IIl:,,'\.' 1* Y I {<> ~ '\0. ",."", I --:#'-- Ix - --4f \ I \ ~':o'" -0- '. I ~ ~' \\ -0< '\ 1\ I . I I , & r ", ...,v x ~":> x I I I I " 18' CHII;48ERRI ",'" ~ ~' ~' .... - -x "",'" X ~ ~' ~?> " PEACH SEC. 16 RNG. 15 E. TWP. 29 S., LEGEND: EXISTING BE REMOVED DENOTES TREE BARRICADE (TREE TO REMAIN OR BE RELOCA TED) V DENOTES EXISTING ELEVATION ~. , DENOTES STRUCTURE TO BE REMOVED/DEMO GROUND TO BE RES~ORED TJ NATURAL GRADE NOTES: 1.) ALL WORK SHALL COMPLY WITH THE ~HNH1:.JM STANDARDS OF PINELLAS COUNTY DEPARTMENT OF ENVIRONMENTAL MANAGEMENT. 2) CARE SHALL BE TAKEN DJRING DEMO SO T~AT NO ADVERSE OUST & DEBRIS BECOMES AIRSORNE 3.) ONSITE PERMITS ARE REQUIRED TO BE POSTED PRIOR TO ANY MACHINERY BEING AL~OWEO ON SITE 4.) AN ASBESTOS INSPECTION SHAL~ BE CONDUCTED PRIOR TO DEMOLITION. 5.) ALL WORK SHA.LL BE PERFORMED SO 7HA ~ GROUND ELEVATION IS RESTORED AFTER STRJCTJRES ARE REMOVED STREET OR\G\NAL r; " r'h~' :.-::: I r-..... . i" \, , I : /' r iDe:::> r~e:::> ~-; ~. g~~ '.:' ',: (""'...", '. <0 .-' ~ :;:ze:::> . e,\'" c 0.... c ~. .'\ ~ u ~ .. ; ~" lnwW c, . ~ w a: (/) ~ ,-:. ~ 2: <t C i~ H'''' 0 Design ':::.er....r-,::.. f ::;.cate of ~utllor123tl'Jn \c. 93S~ .8411 SOIOll .TIIIlII.T INI. .T. P.~UIItCIl IP'IL.00000000A ..70s 727-'2'-1412 ,.X,... .4Uo1IOe<G <( r- (J) w :::J U -1 <( H f- Z WW ~O ZH W([) >W <(0: Wf- 2:H HZ -1~ 0: :J o LL >- l- f- u Lc. o (j] z o ~ (Ji ~ > W 0:: Ul Zz 0<( H-1 f-o... H DZ Zo OH Uf- (!)H Z-1 HO f-2: ([)W HO XQ) W o o (\J !I DATE: 5/1/04 SHEET No. ~D~ DRAINAGE STRUCTURE SCHEDULE LEGEND: POB = POINT OF BEGINNING POC = POINT OF COMMENCEMENT (0) = DEED DIMENSION (Fl = FIELD DIMENSION CMP = CORRUGATED METAL PIPE CONC. = CONCRETE EL. = ELEVATION FCIR = FOUND CAPPED IRON ROD FCM = FOUND CONCRETE MONUMENT FIP = FOUND IRON PIPE 10 = IDENTIFICATION INV = INVERT LS = LAND SURVEYOR MES = MITERED END SECTION RCP = CONCRETE PIPE S/W = SIDEWALK - = ELECTRIC METER o FIRE HYDRANT ~ = GUY ANCHOR ..... = LIGHT POLE Q = MAILBOX ~ = POWER POLE ~~ = SANITARY MANHOLE o = TREE (SIZE AND TYPE, IF KNOWN) o = TREE - OAK (SIZE AS NOTED) ~ = TREE - PALM (SIZE AS NOTED) o = TREE - PINE (SIZE AS NOTED) ~j = UTILITY RISER c:I = UTILITY SERVICE CABINET ,..j'! = WATER METER @ = VATER VALVE COVER . 8.3 = DENOTES SPOT ELEVATION = STRUCTURE NUMBER 1 3 tl:1( 170 I 1 I I I I{> :1>" ~ ;\> I,,>~':'> I " I' ,I II " II 'I l~ n ,I "-__ I..,,~ ."...... ~ ~ TYP INSTALL NEW TYPE "c" GRATE INLET TOP = 21.00 INV = 18.00 H-10 LOAD GRATE USF 6212 INSTALL NEW TYPE FOOT #273 MITERED END SECTION W/RIP-RAP OR RIP RAP AT BOTTOM INV = 3.50 <ED INSTALL 90 LF 8" HDPE @ 9,0% (S-1 TO S-2) "~--) ,,>" x....., ,...... ..,01 ,,>" I \ I I 'V I ."...... I _--t< ,,>,}',\l ,~ T ">......' I I I I I (Q) INSTALL 110 LF 10" HDPE @ 5.80% (S-2 TO S-3) INSTALL NEW TYPE "c" GRATE INLET TOP = 11.50 INV = 9.90 H-10 LOAD GRATE USF 6212 <8> INSTALL NEW TYPE "c" GRATE INLET TOP = 16.00 INV = 6.50 H-10 LOAD GRATE USF 6212 (8) <8> INSTALL 20 LF 12" HDPE @ 2.50% (S-3 TO S-4) e INSTALL 96 LF 12" HDPE @ 10.0% (S-5 TO S-6J INSTALL NEW JUNCTION BOX TOP 5.50 INV = 3,50 INSTALL NEW JUNCTION BOX TOP 7 00 INV = 4,00 (8) C8 <!3> INSTALL 18 LF 15" HOPE @ 11 0% (S-6 TO S-7) <,'" .,;' ~. ~' f== -- <5> ::\ ~",...... {j>'? , "''''.... I ~ I ~ I ~ I !E I l::! c I ",'0 Q. I ===._ r:c '\, 'I) ",- "'...... -!}>. ."...... )<-- FCM 4"X4" IPRI1 2&831 \ <BY INSTALL NEW TYPE MODIFIED CONTROL TOP = 4.75 INV = 2,00 H-10 LOAD GRATE USF 6212 INSTALL 38 LF 15" HDPE @ 1.30% (S-7 TO S-8) "c" STRUCTURE ([]) e INSTALL NEW TYPE FDOT #273 MITERED END SECTION W/RIP-RAP OR RIP RAP AT BOTTOM INV = 3.00 e:> INSTALL 109 LF 10" HOPE @ 2.30% (S-9 TO S-101 INSTALL NEW TYPE "C" GRATE INLET TOP = 20.50 INV = 16,00 H-20 LOAD GRATE USF 6212 ~ INSTALL 20 LF 10" HOPE @ 2.50% (S-10 TO S-8) @ ~' W~lEP' INSTALL NEW TYPE "C" GRATE INLET TOP = 9.00 INV = 6,00 H-10 LOAD GRATE USF 6212 = EXISTING TREE TO BE REMOVED SURVEY NOTES: 1. The purpose of thLs survey was to perform a boundary & topographLc survey. 2. Underground encroachments such as foundatLons and utLILtLes, that may exLst, have not been located. 3. BearLngs shown hereon are assumed, holdLng the South ILne of the subject property as beLng WEST. 4. ThLs survey Ls not valLd wLthout the sLlgnature and orLgLnal raLsed seal of a FlorLda ILcensed surveyor and mapper. 5. The property falls wLthLn Flood Zones "VE(EL 13)" and "X" accordLng to Flood Insurance Rate Map 12103COI08G, prepared by the Federal Emergency Management Agency, last revLsed 9/3/03. 6. Parent Benchmark used was PLnellas County Benchmark "HARRIS 0" wLth an elevatLon of 23.74' NAVD88. CONDOMINIUM 91 PAGES 106-108 x17,5 EXISTING ELEVATION Cll[]Q}- = PROPOSED ELEVATION OR AS-BUILT <8> INSTALL NEW TYPE "C" GRATE INLET TOP = 6.80 INV = 4.00 H-10 LOAD GRATE USF 6212 1:=/1 \~ V :\.ll-J~~I ,,>"" '\:-~ >It="----~:..._''''!_:, I ,,0, --- --:-'" ">'~ I .,. ,,>'" ~ I I "HOI,E\ COI1B" BLCU. I I I :J.. I ">~~' I ~'- .,}'1. I ~~,\,r L,'\, ~ l,~ 'Go, fi ,'" f! ",,,,, /Lv lb 4-~ I ~ '!l-=- =ii' <cJ I ('S- ..0, ~ - ."v x .fII'",V ",,,. II ,I II " Jd ,,>"V I ~ DRAINAGE FLOW ARROW -SF- = SEDIMENT FENCE CAMELOT CONDOMINIUM OAKS BOOK ~ ", /_,....,./r-,\..__--." ./ ._ , ~ '-- ~'\ 100 LF 4" UNDERDRAIN ! SLOPED WI GRADE / /,-/,j l/\,/\, /~_. E (" -' -',. L/ "v'" \../-- V \. '\ \.-. ,,~ '\; x TRIPLE 12" CAH~ ~ ~ PROPOSED RESIDENCE F.F.=(28,50) A"> '\," X ~8 PROPOSED STORMWATER CO MANAGEMENT POND ~ TOB = 5 00 C\J -. BOTTDM = 3.00 C\J I.L.J ~UJ~5 ! _ I.L.J E; . 0: is ~.:::> ~ TV) CI) j, - 0 :i "-.J :z; "" c...> '" o '-' '-' <!J, z I~ l~ 'T 0' a:u ~ /w..... !~ro 10PECAN =0 ...J ~ ,/~~ LLO ...J , w !~ ~ ,-/ \ 0C) 22 . 50 / r:/ rv~_____________~':-.-_ (24~00~ _---/......--.....---- S- ~ X ~ ~ x INSTALL NEW EFFLUENT CLEAN-OUT 0+00 TOP = EL 3.25 INV = EL 2.48 .-.j .-.j '-' ~ F . F = GI:]Q) PROPOSED RESIDENCE F,F=~ INSTALL NEW 25 LF EFFLUENT FILTER UNOERORAIN @ 0.26% INSTALL NEW EFFLUENT CLEAN-OUT 0+25 TOP = EL 3.25 INV = EL 2.50 5" ON-SITE BENCH"ARK SET NAIL IN POWER POL~ ELEVA TION.32. 31 ~ ~' 5" 0 5"&9" nllN -!}>':> '--GIJJ ON-SITE BENCH"ARK SE PROPERTY CORNER FC" 4"x4" (NO 10) ELEVATION. 32.65 10' CHAIN LINK FENCE A" '\," X ',.JI.,--//\.' -,/ ..~ x SPOTTIS WOODE PLAT BOOK 81 SUBDIVISION PAGE 57 APPARENT R1W LINE II ,I II ,I I' ,I II Legal DescrLptLon: ALL of that Tract of land descrLbed on Plat of R.T. MARKLEY, recorded Ln Plat Book 10, Page 29, of the PublLc Records of PLnellas County, FlorLda. (descrLptLon taken from OffLcLal Records Book 3289 Page 112) NOTE TO CONTRACTOR: EROSION CONTROL MEASURES- REQUIRED EROSION CONTROL MEASURES MUST BE MAINTAINED INTACT THROUGHOUT CONSTRUCTION, FAILURE TO INSTALL OR PROPERLY MAINTAIN THESE BARRICADES WILL RESULT IN ENFORCEMENT ACTION WHICH MAY INCLUDE C IT A TI ONS, AS PRO V IDED BY ORD INANCE 90-17, AND CHAPTERS 40D-4 AND 40D-40 F.A.C. INITIATIDN OF CIVIL PENALTY PROCEDURES PURSUANT TO SECTION 373.129 F.A.C, CAN RESULT IN A PENALTY NOT TO EXCEED $10,000 PER OFFENSE WITH EACH DURING WHICH SUCH VIOLATION OCCURS CONSTITUTING A SEPARATE OFFENSE. CAUTION: ON-SITE DISPOSAL OF CDNSTRUCTION AND DEMOLITION DEBRIS MAY OCCUR ONLY AFTER WRITTEN APPROVAL HAS BEEN GIVEN IN ADVANCE BY THE PROJECT DESIGN ENGINEER, THE PROPERTY OWNER, CITY DF CLEARWATER ENGINEERING, THE DEPARTMENT OF ENVIRONMENTA MANAGEMENT AND BY FDEP, IF NECESSARY, OFF-SITE DISPOSAL OF SUCH DEBRIS MUST OCCUR IN SOLID WASTE DISPOSAL FACILITIES APPROVED 8Y FDEP AND THE COUNTY. TURNER STREET '\" "", r '0 ...,"V x "", 'I' "" I I I I I I 1""0 ' ~ ,,~ _::. _ _x""V ..," I I I ~ ~ ." ."V ,,~ -==~... "". ~ ~ -, ",,"V'dJ '\, ...,V x I ",'0 /">V f I ... z ... -J :I: ~ >- z l::! c Q. ~ ~ . r,v J \i\ , \ I , I I I , I , I , I~ 14-' * I , ASPHALT K ~ D ~ 8 B I ",'I,".> x ,,>'1,':> x SEC. 16 TWP. 29 S. t RNG. 15 E. REMOVAL OF EXOTIC SPECIES WILL 8E REQUIRED AS FOLLOWS 1. BRAZILIAN PEPPER (SCHINUS SPP ) 2. PUNK TREE (lvlELALEUCA SPP.) 3. AUSTRALIAN PINE (CASUARINA SPP ) ~"? " ... '- X .\, '.. \ ) \ -'\ 20' SITE VISIBILITY~ TRIANGLES-NO OBJECTS TO EXCEED 30' HEIGHT ~~_...."\.._~/'_/ CONe Din ~ <," ~' ~. .-->< "', ~' x -- /'\/ V V }_/.....--.... "/~\ 6' HIGH MASONRY DECOR WALL-DETAILED AT TIME OF BUILDING RESIDENCES , I I I , I , I , ~~ I~~ " <>,'\,# , ,,>'V I II , II I II II I II I II I II I II , II I II I II ~ I "'~' ~'I\ 0 '\, , I \ 0 """lb I \ II FIR 1/2' NC ID~",..,~ 'I ",<'\ liE ITA iM"STUSGU',x ~'!" ...,">' ~:,.~n_ _.'i ~ ~ '0'0 I ..,V ~-...",,,,, ~. I ........ :::: ==~ '\,,, I ~' ~':'>~ ______...~4 .. a: ~ '-' ... z ... -J :I: ~ >- z ~ C Q. Q. C ",,,~ x ~ ~' ~ ~. ~ ~. ",'0 ~. ~ ",,,>. ~ ~. ~o, ">~. f1 ) J"'-"/ _....,/\.~.. r .' PEACH o RIG I r~ A L STREET -:~-:==::-r . '. (" ~ - \ ~,~_, ,I: n\ . \--) : . .' ~6.pr .: 1 ~ " ~\ '~ " ,,~ ~1 o '0 0, L: ~ l_J J ~ W r..r:. u:: '<L ::;c: w \ I- <! o "J i~ H.~O Design ;~u-::r'c'-'}? 3t :on ~G. ~~3':.;7 ;_: e !-' t :: f '. I: 2 ::. e ~-J-; ..411 aOllllll .'lI"lIISlaV 00. .'11'. PIIITIaDt8IaUlII. PII.OIIIIIDA ..70s <( J- UJ W :::) U <( --.J ~ H > / "'7 , 0 ..... UJ/ ~ z o ...... (!) ...... > W 0: C-2'Z <( c.0...J zo... HW DI- <(H ([(j) c.0 W ~c.0 c.0<( Zz HH ><( <(a: 0...0 727-121....2 fa MM"422'loe~ ...J <( H I- wZ =:JW ZD WH >cn <(W IT WI- LD H...J ...J IT =:J o LL <( C H IT o ...J '.L 0: < 3; 0: <( cLJ ...J U u.. o >- H :.J J- ~ I ,1<-> III 7" I II. 1]/ 1/'1 Sf II /1 II ~ J ",v ,\ !o 11..,'\,!"1 I I -il~~ I I I ">'1,:-,,,#' I I I II ~:1 II ~ r-/ " ~ I I 11,-, I 1181 I I I I h,'I,~'l> I I I f I 0, I 4-' I I I I I I I I 'I I I II I I 'I I I c~: II I ~j1~'\,~' I ",v I '<i...... ~ ""- I ",v <'6 'Y :\....~ I ~ ">'\,j,,>'\,"':i ~ ~I",'\,'",'\,~o,j ,,>'" ,,~ .. ~ iI'",>'\,' ~ "l' 9' 4';"'_~ ..,'\.:~~~~~pz,~~ '\l ",'I, '\,~, ...,v ~ \, 0) >- I- ...... U c: W Q. > w c: o (G Ii DATE: 5/1/04 SHEET No. ~o~ I I I I I I I I' I I I II (~ ~t "- '/ "- 1 "- 1/ / "- '\:: ~ -~---= ~ ~- ~'<;( "-" ~I "- ~ " WATER DISTRIBUTION SYSTEM SPECIFICATIONS WATER AND SEWER CONSTRUCTION NOTES I I I I I I " ,I "- II I I I I I I I I \1 I I I I I I 1. DUCTILE IRON PIPE SHALL CONFORM TO AWWA C151, CLASS 50 WITH CEMENT LINING TO CONFROM TD AWWA Cl04, 2. ALL FITTINGS 4" AND LARGER SHALL BE DUCTILE IRON MECHANICAL JOINT COMPLYING WITH AWWA C110 AND ANSI A21,10, 3, ALL FITTINGS 3" AND SMALLER SHALL BE SCHEDULE 40 SOLVENT WELD P.V,C, 4. 4" AND LARGER P,V.C, PIPE SHALL BE IN ACCORDANCE WITH AWWA C900, CLASS 150. THE STANDARD DIMENSION RATIO SHALL BE SDR 14. 5, 3" AND SMALLER PIPE SHALL BE SCHEDULE 40 P,V,C. (ASTM D1785) , 6. GATE VALVES SHALL BE IN ACCORDANCE WITH AWWA C509 AND BE RATED FOR A WORKING PRESSURE OF 100 P.S.I. THEY SHALL BE RESILIENT WEDGE TYPE. WITH NON-RISING STEM. THE DIRECTION TO OPEN SHALL BE COUNTERCLOCKWISE. 1. a) ALL WATER MAIN CONSTRUCTION, MATERIALS AND WORKMANSHIP ARE TO BE IN ACCORDANCE WITH THE CITY OF CLEARWATER STANDARDS. b) ALL SANITARY SEWER CDNSTRUCTION MATERIALS AND WORKMANSHIP ARE TO 8E IN ACCORDANCE WITH THE CITY OF ST, CLEARWATER STANDARDS LATEST EDITION, ' 2. FIRE HYDRANT AND GATE VALVE ASSEMBLIES SHALL CONSIST OF ALL PIPE, VALVES, TEES, FITTINGS, AND ANY AND ALL OTHER APPURTENANCES COMPRISING A COMPLETE, WORKING UNIT. 3. ALL AREAS, DRIVEWAYS, STREETS, STRUCTURES, ETC, DISTURBED DURING THE COURSE OF CONSTRUCTION SHALL BE RESTORED BY THE CONTRACTOR TO THEIR ORIGINAL CONDITION. SANITARY SEWER SPECIFICATIONS 7. ALL GATE VALVES SHALL HAVE CAST IRON VALVE BOXES AND TOPS. 8. ALL VALVE BOXES SHALL HAVE 18"X 18"X 4" CEMENT SLABS POURED AROUND THEM. 9, THE SYSTEM SHALL BE PRESSURE TESTED FOR TWO HOURS AT 150 P.S,I. IN ACCORDANCE WITH AWWA C601, AND CITY OF CLEARWATER REQUIREMENTS. 10. THE SYSTEM SHALL BE FLUSHED AND DISINFECTED IN ACCORDANCE WITH AWWA C601. SAMPLING WILL BE DONE BY THE CONTRACTOR ON TWO CONSECUTIVE DAYS. SAMPLE LOCATIONS WILL BE AT THE DIRECTION OF THE ENGINEER IN ACCORDANCE WITH F,D.E,P. REQUIREMENTS. THE SCHEDULING, COORDINATION AND NOTIFICATION OF ALL PARTIES INVOLVED SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, 11. CONTRACTOR SHALL ASSURE THAT WATERMAINS MAINTAIN 36" MINIMUM COVER UPON COMPLETION OF SITE WORK, 12. CONFLICTS BETWEEN EXISTING WATER MAINS AND PROPOSED R,C.P, DRAINAGE PIPES SHALL BE RESOLVED BY DEFLECTING WATER MAINS WITH 45" BENDS AND MAINTAINING MINIMUM SEPARATION AS SHOWN ON THE PLANS, BETWEEN PROPOSED DUCTILE IRON PIPE W.M. SECTIONS AND PROPOSED R,C.P, 13. THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES IN THE AREA AT LEAST 72 HOURS PRIOR TO COMENCEMENT OF CONSTRUCTION. 14. CONCRETE THRUST BLOCKS MUST BE PROVIDED AT ALL BENDS OVER 11 1/4 DEGREES IN WATER MAINS. 15. ALL DOMESTIC WATER MAINS TO BE BLUE PIPE. 16, TRACEABLE DETECTOR TAPE SHALL BE INSTALLED AT 18" MAXIMUM BELOW FINISHED GRADE AND ABOVE ALL UNDERGROUND PIPING (SANITARY AND POTABLE) . ;=-=-....-..r:::' :#" 1. DUCTILE IRON PIPE (DIP) SHALL CONFORM TO AWWA C-151, CLASS 50 AND BE COAL TAR EPOXY OR POLYETHYLENE LINED (20 MIL). DUCTILE IRON FITTINGS SHALL CONFORM TO AWWA C-110. I I I I I I I L_ ---- -==..::::. - 2. POLYVINYL CHLORIDE PIPE (P.V.C.) TO BE USED AS SANITARY GRAVITY LINES SHALL CONFORM TO ASTM D3034, SDR 35 AND BE INSTALLED IN ACCORDANCE WITH ASTM D2321. ALL JOINTS SHALL BE OF THE BELL AND SPIGOT TYPE AND INSTALLED IN ACCDRDANCE WITH ASTM D3212. GASKETS SHALL COMPLY WITH ASTM F477. 3. MAXIMUM INFILTRATION SHALL BE LESS THAN 50 GALLONS PER INCH OF PIPE DIAMETER PER MILE IN A 24 HOUR PERIOD. 4. LINES WITH LESS THAN MINIMUM COVER IN PAVED AREAS (36" BELOW BASE COURSE) SHALL BE DUCTILE IRON PIPE. 5. TRACEABLE DETECTOR TAPE SHALL BE INSTALLED AT 18" MAXIMUM BELOW FINISHED GRADE AND ABDVE ALL UNDERGROUND PIPING (SANITARY AND PDT ABLE) 6. PIPE LENGTHS AND SLOPES ARE TO CENTER OF STRUCTURES. INVERT ELEVATIONS SHOWN AT STRUCTURES ARE AT CENTER OF STRUCTURES, CONTRACTOR TO MAINTAIN DESIGN PIPE SLOPES AS SHOWN, THRDUGH PROPDSED MANHOLE STRUCTURE BY PROVIDING FOR POSITIVE SLOPING INVERTS WITHIN MANHOLES. 7. FORCE MAIN PIPING SHALL BE SDR 21 OR BETTER AND GREEN IN COLOR. ALL PIPING IS TD BE INSTALLED IN DRY CDNDITIONS, DPEN SUTTING WITHIN THE 10TH WAY NORTH RIGHT-OF-WAY WILL REQUIRE AN APPROVED DE-WATERING SYSTEM. W?TER 8. THE PROPOSED FORCE MAIN SHALL BE PRESSURE TESTED TO A MINIMUM OF 100 PSI WITH NO MORE THAN 0.3 GALLONS PER HOUR OF ALLOWABLE LEAKAGE PER 1. 000 LINEAR FEET OF PIPE ~\)'O' tr.~\ -{\j"?-- 0.(0. \.,,?--Y.. \\) <( I I , / / ---================================================== ~~____________.~~T_._________.__,____._._._______.____-------- " I I , , " r - I , I : I ,I PROPOSED I ! RESIDENCE / : I " , I " " I , , , , I , , , I I I I , , , , , I , I , I I , , , , , , , , , , , , , I I I , , , I , I I I , I , Ma Lnta Ln 10' MLn. SeparatLon from F.M. ----------------------- , , , I I \ I I I ) I I I / I I I PROPOSED RESIDENCE I , I Proposed Manhole Top = 20,60 Inv,= 10.40 12,40 u z o u PROPOSED RESIDENCE ru lD + o , o <.0 + o ~ o w (fJ o Q. o 0: Q. PROPOSED RESIDENCE 1-1/2" Sch 40 PVC Water Llne II 'I II II II II .':..-=il II "--11 ,I I' ,I II II I I ---- ..-________~.4~_~___l:IA....__~~______________________ co ~ >-~ '" \ cJJ lfl \'~\' ~~ ~ c::> -; .:? " ~. Co 0- '\ 01, ~ LLJ ~1 , I I I I I I I I i" ---- I I I I- -==;j- i~ H.~O Design C>:" f' t .: t- -.. ,_:"": ~ ~ ':. A 'J t: 0 r } ? at: c:- :-: c, 9 J~' -, ..411 .O1l1lll .TlItlIIlIl'U' 00. .'U'.PI8T_UlltG ..a.OlJIlIDA _70s 727.12.... r.x MH'422"O'~ ~ _= -.JI <( ..J <( r- H <:: en l- e wZ f- 0:: W ::JW C LL :::) ZO WH IT U >c.n u.; I- <(W <[ 3: IT 0:: <:: WI- w <( -1 LO c...) ~ LL H..J c -.J ..J >- f- IT >--< :.J H :=J > 0 LL ::.!:: 'lJf.':: ~ - - - - -, \ , .......- Proposed New Manhole over !~~~t~Lng end "'IE@] - _ _ Proposed 2" sch 40 green - PVC Sewer Force MaLn. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -.., - I I:: ~ = = = J= , ~.G,fEFl.. ---------------------------------------------------------. .====:. Saw-cut exLstLng Asphalt Alley to LnstalI Force MaLn Restore to CLty Stanadards, See DehLl I I I I I I I I I 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 I , I I L -------- (4) 1" Dornest -lC ~vatel~ Hetel's vU RPZ- FJFPO 'T C 0 rr, (/J cc Z (j' 0 f- >--, Z u~ lJ...1 f- :;: > :;: L- a 0: u >- ~ ,..., (' 0: W 0.. IT W I- <( 3: C2l IT WZ 3:<( W..J c.nCl. >- IT <( f- H Z <( c.n o (' SEE SHEET FOR PLAN C-3A UTILITY & PROFILE o C\J I o f< I G I f~ A L 1\ I \ \ \ ,-----_. ~:::---- '::::::::::=:" "::JGfY( '} "CALL SUNSHINE STATE 1 CALL" 1-800-432-4770 TOLL FREE Fla. Status 553,851 (1979) RequLres MLn,. of 2 days and Max of 5 days notLce before you excavate. DATE: 5/1/04 SHEET No. ~D~ EL 25,00 -I-' ::J1 ~I ~~(\J U 0 D .... Q.l .... ~ III Il 0. . ola.> LE C o..rH I EL 20.00 EL 10.00 EL 25,00 EL 20.00 EL 15.00 EL 10.00 EL 5.00 -I-' ::J1 ~I ~~o U m D 0 Q.l .... ~ III II 0. . 010. > Lit:> c o..rH I Q.l, ~I w ~IIOOO LlD'<I"'<I" iiil~~~ ~III II D. . 010.. > LID C CLf--H I I I ()O/o @ \. 0\:PY:.- \.i' 62 L F 6" @ 1.0%' (tot;rR135 PVC ength) 6" SDR 35 pve 56 L. F . (total length) @ 4,0% 10.50 FLOWLINE LOOKING NORTH PROPOSED SANITARY SEWER PLAN & PROFILE 1"=30' HORIZ. SCALE 1"=5' VERTICAL SCALE ()J, ~I CI <01000 LlD'<I"'<I" -0100 (\J ()JI(\J - .... ~ II II g.10. ::: Llo C o..f--H 1 I I I I I w FINISH GRADE Z 0-1 i.D m 2" SCH 40 FORCE MAIN ~ I 58 L.F. 6" SOR 35 PVC @ 1l.0% (total len th) 10.40 FLOWLINE LOOKING WEST PROPOSED SANITARY SEWER PLAN & PROFILE 1"=30' HORIZ. SCALE 1"=5' VERTICAL SCALE -I-' ::J, ~k ~ rl LD U lD D '<T Q.l .... ~ II II D. . O~b.> L C 0.. H , -I-' ~I C II ~~o UlDLD -oLLCi Q.lN"" (/)1 o III II 0. . 00.> Lf C 0.. H 1 I I EL 35.00 EL 30.00 EL 25.00 EL 20.00 -0 Q.l -0 ()J ()J C (/) <0 -0 .-< <lJ .~ EL 15.00 C C ~ o ~ -I-' -I-'(/) <O::J U;~'~ <o~ -I-' rJl '+-1 - '~Io -lLDOO . co 0 -0,- ' . <lJ1(\J m lD ;g II II II g.110. ::: ....; LOCO o..f--HCO I I I I I I VALVE BOX 10.40 INVERT '~ 6,00 BOTTOM REFER TO DRAWING C-3 FOR UNDERGROUNp SEWER & DOMESTIC WATER ..~ '& ; '" ,\,; c CL \ ,\ls LLJ \\.f; UJ cr. lIT . 00 ~~,~ i~ H.... 0 Design r: ':: I" ~_ :!. ~ 1 C -3 :: E- -::' f A~-~'or~7at:0~ NG 93G' .8<611 a01l1lll .'II"~'II" 00. .'11"_ iP"IrlI'IIII118laUlllGl III11.000000DA "7'08 727-121-1422 f'I"_-G2-101~ x ~I ~I ~I ~I ~I f--I ~I I I I I I I I I I I ~ Cl....... ZH I~ f:5 ~ <> '6>- S ICLCf1 :::> a./Ew 'I .-<lrJl>f--- il o Z(j) -E1 I H ~ ~ <010 I H ::E-lUCO Wf--:J~ -oIH L C C o....l-H 1 I 1 <( ~ Cf) W :=J U ~ <t H I- I-Z wW WO ITH I-(f) (f)W IT WI- 20 H~ ~ IT :::J o LL I.L o >- f--- H U <l: o 0:: o u:: I w1 =>1 ~I <1:1 I WI ~I --.J <I: IT IlJ f-- -..---- UPRIGHT CUCl8 @ ALLEY _ _ _ - - -- _____~---------:pp;;;--;::i;~~~;E ------- , ~~EX 6' " I VI (f'o . 18" CLEARANCE -- I --~ I I I I ~ DI'.:.CTIONAL BORE <10 LF 2" SCH 80 FCPSE MAIN COORDINATE WI CITY OF CLEARWATER (1) Z C H IF f-o > W c: LOOKING NORTH PROPOSED SANITARY SEWER E~_AN & PROFILE 1"=30' HORIZ. SCALE 1"=5' VERTICAL SCALE ITW W~ I- 3:H 0 0: W > WLL (f)O cD II IT >-0.. IT <tCZl ?- HZ Z<t <t~ (f)o.. ': i G I r~ A L ---~-~- ---, r""\ r ::~1 I -.-'\ :,:1 (> c-': ' _, I '--'\, ", DATE: 9/1/04 SHEET No. ~r::.PJ i ~D~~ r SILT STOP r SILT STOP POST ~ Ii' POST \ Ii' . , ~~(7 NATIVE SOIL ~ NATIVE SOIL ~ METHOD OF INSTALLATION ~ /---'l :::7 ~7//fl ~~lSJL ii I~ III ~ ,... ,.,.,-"'- / - - - - - -, - ...;' /---~~-~ - - ~ -~---- - -- ------ ~ ... -:---: - - ~'- '\. ~ I .J~= --::::=-- -r ~ Ico- 6 " 6" -l> 1-=1- "\ ",,' /1/ I - 0 50% MI.{)l ~I .Q- 0.50% MIN ,,::)'~~~~' ~...\ \I'D(\\ /~/ / ' "I ,.' ~ -fL';// /'~';-;~//"',; I, ,'/~~~////////LJ. , ... ... ' ... " ... , , , '/ // / / /jI/. . / / / /, , /r ' / /' 'i / / /.-- / / /f '... , , , , , , " " 'oj "" ,"""""'" ,,','/>/J//.'/I////// """"""""" ..... " "" , , , , , , , , "/:,, , , 'r: " """""""""" ~ """'" '" ", ,"T"""",.."""""" '" \. "','" ",''1''''''''1.'''''" \. \. \.' I' \. \. \. \. \. \. 1-1/2" ASPHALTIC CONCRETE T TYPE S-III MODIFIED 6" LIMEROCK BASE OR CRUSHED CONCRETE BASE COMPACTED TO 98% MAX. DENSITY PER AASHTO T-180 NO BANK RUN SHELL COMPACTED SUB-GRADE FABRIC SEDIMENT CONTROL DETAIL ALL SEDIMENT CONTROL BARRIERS SHALL BE IN ACCORDANCE WITH APPLICABLE ENVIRONMENTAL REGULATIONS AND CONDITIONS OF PERMITS NOTE: THE CONTRACTOR SHALL MAINTAIN SILT BARRIERS THROUGHOUT TIME OF CONSTRUCTION ACTIVITY. 1"X 2"X 4' STAKES (MIN. 2 PER BALE) '-\\I/V - ~\ /// 1 '-'\IIV"'" ~\I/b" .- ---- :=-:= -- f----- f----- ----- ----- ooq..---- HAY BALE .___ - f--' f- -- .--- ~~~)~~'>y' ,- HAY BALE SILTATION BARRIER DETAIL 2 TYPICAL ASPHALT PAVEMENT SECTION C - 4 SCALE: N. T . S . .--... ~ I" ~ 6" .~R.1It' r , -------- c~ ~ ~ PAVING "" ,~= 3' 0" ROLL OF 12 1/2" GAUGE WELDED FENCE 2"X 2" MESH 8"- 10" DIAMETER FILLED WITH 3" STONES OR CRUSHED ROCK 41 . ~ " SPACER BLOCK NOTE: BALES OF HAY, SIMILARLY PLACED, MAY ALSO BE USED . . "I' , ... PAVEMENT ~" FACE"~ 41" . " TEMPORARY SEDIMENT TRAP AT CURB INLET 4 STANDARD CURBS. STANDARD CONCRETE WALI< OR PAVING. - TYPE "A" CURB TRANSITION DETAIL 1 SEDIMENT CONTROL DETAILS C-4 SCALE: N. T. S, 4 VERTICAL C - 2 SCALE: N. T . S . CURB DETAIL 2'-1/' la, HIN, 1'-1" - .". ~., to; ... -.... ... ," " .": ,,# to' a: ~ o ... 21- Z ... E l .. ~. . ,. . . . '. .. "ZEXTEND THRU .:.' CONC. ... ~... 'I'. .,,' .. : .'. /"" PLUG & SEAL : . I. _./ IF END OF LINE I " ~ (J "",:.', vu.. :~.' I "-fAC'EWYE ~IN~~ - Of BELL CLEANOUT DETAIL (0 ::--=--: - fINISH GRADE FRAME PLAN 6 CLEANOUT DETAIL C-2 SCALE: N. T. S. ,..-..,,..-... '-'" Pill YMER METER i BJX WITH LID . I . I . I .. I 1 .I~ 1-' IS 1 ILl I~ IQ.. I~ I~ POLYMER METER BOX WITH LID .I 3/4" POLYETHYLENE ;!i TUBING EJ ~ f/I. 1'-6" MIN. ./: Z I -0" MAX. ~ "'~/ " :::;:: ~: ~/ ~ EJ 1" POLYETHYLENE TUBING- --.... ........" //".,-/~. / -, r 1" CORP. STOP-V SEe. 16 ~::J UNPAVED I ~ ~ \ r- PAVED SEE FLEX PVT DET A I L STAGE NO, 1 - BEDDING: GRANULAR MATE:=1IAL (SAND, GRAVEL, OR CRUSHED CONCRETE), 98% ST AGE NO. 2 - PIPE BEDDING: SAND, 98% STAGE NO. 3 - PIPEBACKFILL: SAND TO 12" ABOVE TOP OF PIPE, 98% STAGE NO.4 - TRENCH BACkFILL: PAVED SURFACE - 98% IN 6" LIFTS UNPAVED SURFACE - 95% IN 12" LIFTS ";:f o z ([J w CCl <l: f- ([J ..-J ..-J H LL Y: U <l: aJ (l"l o z ~. NOTE: TRENCH wroTH (AT SURFACE) SHAL_ BE KEPT TO A MINIMUM AS REQUIR~D TO MAINTAIN A SAFE TRENCH. ----I C\J o z A"":' .,-< o z p'"o''' ,I 0 ~ '~'~'..., .,'1. ,0 Q:.."4 0,'..:.'0, o:..f1o..... ,0'_ 0, "'0 xl f--- .~IO,O, Q"'4 ' ;"0'_ 0 w~~~ 3 PIPE BEDDING DETAIL C - 4 SCALE: N. T , S . 12" EXISTING SURFACE -'\ M I PROPOSED SURFACE ~~ $ $ & ~"\... ~ ~ ~ "\t EXISTING BASE ,,~ L PROPOSED BASE 5 C-2 TIE-IN OF PROPOSED CONSTRUCTION TO EXISTING SCALE: N.T,S. ~~ u__,'-.., ..'-..- ., I I I I I i I ,..-... '-'" '-'" A NON-WOVEN PERVIOUS FILTER FABRIC MATERIAL (MIRAFI 140 N OR EQUIVAELNT) (6" OVERLAP) I I I 1 '-2" I I II-- EARTH FILL ([J w H 0: <l: > 1" x 3/4" x 3/4" WYE BRANCH PLAN (DOUBLE) fINISH GRADE LIFT HOL 5/8"x3/4" S.R. METE~ I I FINISHED GRADE "\l' :J H BY fLUHBE. ~l!.. ~ 1 ~ ~ m 1!lII ! ~ ~SINGLE CHECK VALVE IH 311 ~ Z - 3/4" METER SPUD WITH GASKETS I . I 1 I NOTES: i ... l!i 1'- ~ "IN. COVER <0 , N Q lZ' '" .. POLY-TUBING FROM MAIN COVER PLAN 3/4" BALL VALVE - ~~l( ~ '-.....~ ([J W H 0: <l: > - .. '" ,. '" "'I,. . '" , . " ... ' 'I " " " ;" "" I ;" .,' "1' .,' . ' ;: FILTER. ' " : _ 1 '. '~..' ~mE~(,: > w '" ,. . \. I.." I ;' ;' , "" . . ~ .' '" : . I . ; I, "" ,'" I .' "" I', . . " ' " I.. '. , . \ . \.' I. I ;' II" I I "" 4" PVC PERFORATED UNDERDRAIN PIPE HANCOR - KD PW1 04 OR PERFIWRAP EQUAL ASTM F405 3" GRADATION TABLE I U.S. STANDARD SIEVE SIZE PERCENT FINER 1/2 INCH 100 3/8 INCH 90-100 NO.4 20-55 CITY WATER MAl DOUBLE STRAP TAPPING SADDLE 1. FILTER AGGRETGATE SHALL BE F,D.O,T. SIZE 89 AS SPECIFIED IN TABLE 1. THIS DETAIL. 5-30 4" ...-1/8" NEOPRENE GASKET / SEAL CONTINUOlllS, BONDED TO fRAME SECTION - v. 4-1/z" O.C. l-12}&fJ'r' .~"~ u ~ ANCHOR BOLTS ., , j' .. G (DRILL fRAME ~ .. . I IF NECESSARYl :- . .. 'II ALTERNATE FRAME & COVER BOLTED COVER\ JIf - -' " ~ 4 ,.. wou C.I. FRAME AND COVER SECTION 7 WATER METER SETTING DETAIL C - 2 SCALE: N. T . S . NO.8 NO. 16 0-10 NO. 50 0-5 8 UNDERDRAIN DETAIL C - 2 SCALE: N . T , S . ! TWP. 29 S., RNG. 15 E. 1 "~ ([J"T i.., n': .~~~ c' .c "'" '" - ''''1" ::, ~', ". ~ ~ '..; 'l! """ ' <r.bO . ::; '. ''\' rz. c;; . '\ .r;;A- . (..~ - ~- . ....' -' -' .~;: ..'~ .~~ ~ ..-J ..-Jc:i ~z :L U <l: aJ "-~: ~ '\ ... '" " c WIDTH AT PIPE REQUIRED TO COIvIPACT BEDDH.JG i~ H'~O Design PIPE "X" 0.0. MIN. 6"-36" 12' 38"-84" 18' 86"-144' 24" [f' ,-. - 1 f ::.;:: :J t e ~I 1 ALtnc~lz~tl00 NO. ~397 ..411 SOQIIlI evlltSlllv 00. ev 0 p.vl8_uotG IJIIIL.000000A ..70s 727- 121-1412 "1 MH'4220108~ <( ?- m w ::J U -.-l <1: H I- Z WW ::JO ZH W(f) >W <1:[[ WI- :;EH HZ -.-l::J [[ ::J o l..L >- '- f-< Co <l: C H c:: C ~ LL IT W f- <l: 3: 0: <( LlJ ~ u <( --.J --.J H > cL ~ ,/ \ "T o ~ 0 '-.. o rn , U;" CJJ / H ~ 3 I, 0:\ 0 i o '" ,. ~ V 0/ C2J(f) 19-.-l ZH H<1: 01- <(W [[0 19W 19 ~<1: C!:>z ZH H<1: >[[ <1:0 0... ORIGlr~i\L DATE: 5/1/04 SHEET No. ;)[p{ Ll ~D@1 ~ F,F,=@]Q) PROPDSED BUILDING 50.50' 6,00' VARIES J TOP O~..l.!d.f2.~O_W..!:L___ ".1, 'f"'i-{', -- EL = 4. /:::J .. - _ . ' , ,\\I;~ - --- - -- -- -*- -- ~ ~ - - --' ~\It.::; SHWL = 3.5+/- .... '.. FF=114201 6.00' T.O.B,= 5.00 3.0' MIN BUFFER WEST 9... LINE 3.00 . 0 ...... · · · · . . . . . . . . . . . ;3.0. ~n. ~y, . ~ <tjI;.1. . . . . . . . . . .: 24" FULLY SOD MIN. ALL BANKS SCALE: N,T.S. DETENTION POND DETAIL SCALE: N.T.S. 20,4' PROPOSED WDDOEN WALK WAY GRADE TOWARDS CENTER -- F . F , = 114 . 20 I AREA DETAIL BETWEEN BUILDINGS 15" HDPE OUTFALL PIPE INV,= 2.40 NOTE: STANDARD D.O. 1. INDEX NO. 232 GRATE INLET TYPE "c" (MODIFIED). SKIMMER TO BE FABRICATED FROM ALUM. PLATE OR STAINLESS STEEL PLATE AND ATTACHED TO WALL WITH BOLTS SEE SKIMMER ATTACHMENT DETAIL RIGHT /'- \~ PROPOSED PIPE INLET GRATE TYPE "c" LIGHT DUTY CAST IRON \ USF 6208 "L" CONTROL STRUCTURE SCALE: N.T.S. ,:;,'0<<:'- ,:F./ '\ S,,0 0(,; '\O~ 1<:> />.. -:- >A6' ~" TYP. . . . 12" TURNDOWN ANCHOR CLEARWATER HARBOR --- - TOPOF TUR-NDOWN EL = 4.75 MEAN HIGH WATER = 2,50 --------------- BUILDING 8' NORTH & SOUTH t LINE I I I I 7,50' 3' T.O.B.=VARIES 1 ' \ \ '_ J BOTT<DM= 3,00 \ \ I ~ , .. \ \ I . \, I t - - - - - - - - - - - - - ;," - 1 . , _ f1 \:- I~13 )~I_P_E_,_,_ - i . .............,. _&.._---......... .. 1.______.J . ... . . . . . . . .. BOTTOM FULLY SOD ALL BANKS \1EST fl LINE ': ill ';~~ ~~. 0:. ;1' "~;i i > ""~ ~ ~. . . . '\ "\\"\.;. '~.g' .. 3.0' i~ H.~O Design T.O.S = 5,00 CLEARWATER HARBOR . . . FULLY SOD ALL BANKS SAW CUT THRU SEAWALL-GROUT IN PIPE 6" EXPOSED SET RUBBLE @ BASE TO BOTTOM 15" HOPE PIPE It"') >-< I I"~, "~ I I ",? I ~ '; ,t-' j '.... f :: ','_ G I t.: ~I f ;\l, ~I-,~r- ~ z.jt: \JC. g_)~:- ea.Gll S01lOll aVllIfIIlaV 00. av. PIIIVlalllalaUlIllGl PILOIIIODA ..70s 1'2'7-128-1422 fll1-,," 'G2-10S~ SWALE DETAIL AT BUILDING OUTFALL CONVEYANCE FROM POND THROU SEAWALL SCALE: N.T,S. SCALE: N.T.S. 3' 0" 01 - ~ 6" 6" A W 2 1/4" ..... I ~ ..... 2 l!4' , 38' 01 pLAN 20' PAVEMENT 3 1/~-'''lH;'~:'~3 1 2 CI c:o. J.. 10' WALL SEE PLAN & SCHEDULE I'ICJ Lj 8,jRS I.T 12CTRS POOL [(:: BOL T 'iE:: 1'10" / 2C 1 T SECTION TYPE C RECOMMENDED MAXIMUM PIPE srZE: 3'-1" WALL - 18" PIPE 4'-1" WALL - 24" PIPE PAVEMENT BETWEEN BUILDINGS SCALE: N.T.S, TYPE Ilell GRATE INLET DETAIL 8" SCALE: N.T.S. PROVIDE TEMPORARY FILTER CLOTH TO PROTECT TOP OF FILTER MEDIA DURING CONSTRUCTION -1 <( <! H 1-5;3 l- f- <l: 0 (f) Z 000000 00000 WW IT 0 W =:>0 ..J LL ::: 0000000000000 ZH ,... ::) ,... WU) ci ,'J 0000000000000 W U >W f- <l: <!o: 3: I~ 35-7/3 c:-l IT <l: Wf- w <( ::2:H u CAST IRON GRATE HZ LL --.J 0 USF 6212 - H-20 LOADING ...J=:> ~ --.J f- USF 6610 - LIGHT-DUTY H 0: u N.T.S. H =:> > 0 LL 14 SPACES r AT 2 5/16" 15 BARS AT 3/16" ~c 35-3/16" I BAND TYPE II C II STRAIGHT BARS 2"X 3/16 RETICULINE BARS 1 1/4"X 3/16' BANDS 1 1/2"X 1/4 APPROX. WEIGHT 180 LBS (/J z o H (iJ H > W IT TOG ELEV. 5.00 DESIGN HIGH WATER --FIRST -m''''''~4-,75-CALC------------------ 12" MIN. TURNDOWN ,', ~ ANCHOR,,'" I I I ..r ,t': i" , . . A'.: ~ '.~ . 4, I 'Ill. ).... ~ , , ~ I NV . SHOP FABRICATED 3/16" ALUMINUM OR 1/8" STAINLESS STEEL. USE 2" WIDE SUPPORT BRACKETS WITH CONTINUOUS SHOP WELD @ 18" INTERVALS, ATTACH TO CONTROL STRUCTURE WI S,S. FASTENERS WI NEOPRENE GROMMET TYPE WASHERS, 2.0' CONTINUOUS FILLET WELD NO SDD SHALL BE PLACED OVER FILTER BOTTOM= 3. 0 ~r ~\I/~ ~ **FILTER SAND SHALL HAVE FOLLOWING REQUIREMENTS: 1,)WASHED SILICA SANO AND QUARTZ GRAVELS WITH LESS THAN 1 PERCENT SILT, CL.AY AND ORGANIC MATTER. CALCIUM CARBONATE IS NOT ALLm~ED, 2.)UNIFORMITY COEFFICIENT OF 1.5 OR GREATER 3.)EFFECTIVE GRAIN SIZE OF 0.20 10 0.55 MILLIMETERS IN DIAMETER, 3"X1/2" EXPANSION BOLTS , , , , , , , 0 , (\J [Yl RADCLIFF 6B FI~TE~ BLE~D SAWD OR EQUAL** . - , L FILTER FABRIC SLAG ROCK OR RIVER GRAVEL IN ENVELOPE CONTROL STRUCTURE 6" ~ SKIMMER ATTACHMENT DETAIL EFFLUENT FILTER SYSTEM SEPT 9 DATE: 5/1/04 SHEET No. SCALE: N.T.S. SCALE: N.T.S, , C2lU) 8...J ZH H<! of- <!W 0:0 8W 8 ~<! 8Z ZH H<! >0: <!O 0... FILTER FABRIC 6' HANCOR HI-Q PERFORATED PIPE WI SOCK 2.50 OR EQUAL tvlIRAFI MCFI1212 (OR EQUAL) 30 MIL THICK IMPERVIOUS LINER NOTE SEE SHEET C-1 FOR FILTER LENGTH AND PLACEMENT OF FILTER SYSTEM o t< \ G \ i'~ !\ L r I ,. '-. ~D@ Legal DescrLptLon' A REPLAT OFI ALL of that Tract of land descrLbed on PInt of R.T. MARKLEY, recorded Ln Plat Boo~ 10, Page 29, of the PublLc Records of PLnellas County, FlorLda. IdescrLptLon ta~en from OffLcLal Records Boo~ 3Z89 Page l1Z1 FPK&D (LB D3m o r---------------------------------------------------------~-- ;/ ._______________________::~_~~____________________________________________________L______ ;:! 7.5' SETBACK LINE , I t;; I! ! ~ ' , '-i I,' " -.J ;' I ' I , co , II 0 , I.L.J ,~ I 0::" ' "" , ~ :t:-----------------------------!~~----------------------., - I~ \ 3 r - - - - -- -- - --- -- ;,: 0 ; t.c~EJf,~S;E;,F.i;~ - :~- - - -- -- --- - -- - -- - - '- , \~~". C\J t " '- \' ~ I' , , , : , ,___________________________________________________J " " \ \ 96,76' : , , \ I " I I , ~_____________________________________________________~ I' I , , I I I. , , OJ , ,0 I '0). , , " , I , I I I I I I , I , , I , , , , , I I I , , , I , !"" " , 7.5' SETBACK LINE .----------------------------------------------------------------------------------------------T------ , , , , 225,25' : ~...-.-.--- --~---------~~~---._._-_._._---_._-_._-_._._._---_. I.L.J ~ ::: .-.j IV) f'.... '\:r ~ .-.j ~ FND. DRILL HOLE IN SEAWALL CAP WEST ~ CAMELOT CONDOMINIUM OAKS BOOK CONDOMINIUM 91 PAGES 106-108 N 8905710111 E 402.08' (F) -- -...,...- -- ---.. - - -. - --------- ---- -- ---. -- -- - - -- -. -. -. - - ---- - --. - - --- , 200.15' o m m lD ..-. o m i.D ~ \\...1 """, ~ 21.00' INGRESS/EGRESS EASEMENT ,_,--------------------------------------r-------- , , ,::<: ,u <( len ,>-- ,w ,Ul ,- IlD ,ru I ~,--_._-----------------------------' ~ 201 . 09 ' .--------------------------------------r-------- ".-- .------------------------------- ,""'\- -:. " .;, , I , , , , I , , , I I I ------r------------..---------------------------------------------------------------------------------------.-------- I , , , 202,02' ------------------------------------------------------.,---------- " , ..-. m m o lD en o lD 427.21' (F) SPOTTIS WOODE PLAT BOOK 81 SUBDIVISION PAGE 57 - N en en II) ---, I I I I I I I I I I I........ I~ >- I f I~ ~ .01 ~o len 25;:! l...-l ~;5 1M ..J8 I <( w I 50 Iw ......w f--Ill ...... 00 Of-- <i o o ..-1 I.. t:~ I t'n 1- ICO I~) '0 !cn I I I I I I I I I - ,., o o 1.0 ON-SITE BENCHHARK SE PROPERTY CORNER FC" 4"x4" (NO ID) ELEVATION. 32.65 APPARENT R1W LINE ~ SEe. 16 I I I I I I I I I I I I I I I w :::) z: w > c::( W L H .-.J I~ 1...1 I~ 10- Ii .0- 0- C ~ I I I I I I I I J_____________________ PEACH STREET TWP. 29 S. t RNG. 15 E. CD >- ..-. wm ..J"", >-- M IT << 0 , I Z ,0 u- (!) Ulw wIT :E <( ...J W " ~ ,lJ.. >-- << 0 t"" H'''' 0 Design Cer't; f lcate of Aut~orlzatlo~ No. 9397 ...., 80tDl eTllm.v INI. ev. ~1IIT1IIlII8aUIItG ~Il..OlIIlIDA _7~ 727-12....2 fo 108M.4aMO.4 <( r- --.J U) <( H W I- (f) w f- 'W <(W - --.J f- IT H U ~ ::J 0 H LL > l J U1 Z o ...... U1 ...... > W IT I- <( --.J 0... 0 >- IT <( 0 C\J Z II H 2: H --.J W IT 0... DATE: 5/1/04 SHEET No. [?)o ~ / ./ / V '\ r/\ r r /~/"\ ., I , ) .," '"'=~~';;;..~- ";;;;-";;;;:;-:;;;;;;:-';::;;.~:;'" r 1 .g!rj-Q9-~-'_~JQ~ ~.~....._l~~O ! i ! i - ! Median Roof Height ...,.,.....~'> ......<:.~~ ~.- ~if.:~~ffi.~'~~:i:~~;~~ Ii! I ' . J2- ~~ (,J.2~j 8. i ~ I ~ J1"),'N ~__~~;;;;,o;;;;;,.."?~:=.;::;;:;;,..;;;;.,_~_.__.~=~\ I : t--J~' -~" I I ' i \>0..- rl"r1 I ! ~ ! t l ,,=,' i i G IT a d eEl e vat i 0 nl -, -.- ," --. ... -; ---- r -' ..- --- -.. -- -- -. -- ---,. - + -' --:- -- -.. .. ---.. ! J I ) \ \ < C'.J I '(:+- C"" ! ! \ i ) '\>" 1'2, >~ ! , I ~ 1.J ()M~-:" (')f:' '1' A l r~') i\ T{ A \;/ 1]'0, TC ll.,,)'. L,) '_ il.vB. >.l".l" 1, .l\j, WoOD@} (Q5[ill@@11@) Th is Pion All righ ts is the copyright ore reserved of Mark Moconi ....: t .;J' j 'tv.:'. 'o;;;~.J,V~~,]~ 'i.i_ ;:r;;W,,,,, ,. ~. i ~ I : ;. , 1 I' 1"'---, Ir-.;:::::':::=:"-2:;:';;'';:::'-:'::;-::::'~ ::.;;"':~:.~~--:.;~~.:-":~~":...:-;:. 1 j i!i /1t-., ~ .. ___,________J____.. Ii 'o'jl,' ~~ I: .. r~~~ It;, ~~~,~ ..--~~::L\i;~~1i-~J~~j7~::L.ji~ i: '1"" 11 I' j,; li: j :;: I , !!'1\ '[ '~I "=-'T i! ~, ,,~, I : :1 'l ?? f ~ if!.l II ' I 'I ill 'I, I i I ~ i . ; , ,! li! ~ , : I ! i II' I I ; I" I)' l:! ~ 1 : : j ! ~ : !~ i ~ I' : i 1 ! t 1 II I ,_ _ __._~ : "L... . .!.:&!.~.1'!.1.;.!.~.:.1~1:.~. ':111;1:.~.!1~.1. [~ l~..-::~~ ';~~ ' " ;....',. I' '.j . "'. 'f"--'''''f;U,ro , , I ~ I . , . I ~ ~~ I ~ l j , . , 1 1 I I ~r I ~,~; ~::I :'",:i:,'! J1QI'II!'lil:';:,'! 1'1 " ~ j 1 ~ I ' " ;. ~) Ii! i' , I Ill. '1 I i . hi.'. I""(II'!'\'~I:' (.:,:,.:. 'lll!I"I,;,'. .~ i:. I: 'I ~ . . , ' , t ' r' ~ r i . t I ~ ' , ! l; I! i f . I~~_u"'~_"",~~,,~' n.-.,..-~""''''''--~~l', i I i , ' I , F-ron t shown Elevotion with the fr-om the East CorTiage House Homes, .,--~ _____------ ,,__;----::;;r.-- _..u..:..:....~:::?'-- .../-;;.::-:-.-;:.::-:;"~-;/ ///-_. ,,--' / /' :r.='~;~~.:.;~==-::~:=====-~~=:== r--'r-' --'.~I'- 7"-) , (''''', /-^,~, 1/'\\, 'I! \ '.. I \\// \ \1 it:. .d.L.~~:'Ll.~~.Jt .-,. ..... ....~~._"._~.. ~.~,,- "-~"'r /~ I .- -<::</- --..:,._.._"'~. -'. i D ""', J \. / , /---....1 .IJ]]. 1'.;-- ""I I [ I I i i ! I I' '1 ('- r '" ~crq :.;1 I I i I I I I I I if/I D. 1:'1 i!'l ....'ffiE~"._~':: .' " i ""-----1 J~L~ [i I ; ~ ! " I~-'--'" U CDI im-I [ I [ . , I i I , I ~ ~ ~mm----I I , , I I ' , I , : , I ! i ~ U 'm' ~i! I I i ! i I i I , , ~ I I I J I I iffi3' --'-', I I , I M 'Em-"'-- , I [ : i . , lrrti t5 Median Roof Height -, '-~ ~.'"'-~ -"-- . C,1. i :x. c.. \JJ ....J Bose Flood Elevation 13'-0" AMSL '" / ,'. Elevotion the North Inc. Side from (" -.7";~- '., :;//<~i rL,....ll - .~---_:,--~.. I ; , , l.____.~_ _w J . ~~.....,. ~~ r;;;) Rear Elevoti()n th e West from --~,-~ ............---.. .----/ ~--- ---- ~..,_......._...- --- --... ........--.----...-.....--...,--....--.. ~~ g ~..._-_..".-._..- -?;::;:-'C::\ J../jJt~,,~,. i _'f'JJd l':.-,"<'?-_ .... I ,/' .s,-:;/ "'....:,. L :~'.~ 1" /':/J' . .- ........... r(C'l\\ ,....~--- .....~-. -: .' =::. ~.._-_:..-~!!.:~f.~~d::,:~:~r~~~~-~~=:!~Eqr ..." . ~..._~ r r---....... -'- /" .. -- '! "--, '-'::-, I I (;:_..-~- 1 i -~.~ /r--" ; L____".~_ ... ---: \ ! ;F""'" "i i --~ F---' ~ r"'--iI [ I :i ii :111 jl d' il I: i: -.J,;1 If 1 : I i ~ i : Ii 1 [ i ! ~._.......J '..---.. . ~,.....--, .:::::::.:..,.' ; 1--- : :__._____.._.1 I !-------.-: I ! l..__ l__..___.__j, -==j I :111 ~;iHi ! :~ . [~f /"'" ~\ (:..._.._~:\ IIJ]]' f--"ri ()\ .rm''''--'i , I' '. II Front Elevot;on Carriage House from the East not depicted r"7""'-"', *!",,,,.,,,, ' 'I. . ", ~ JUN 1 I) LUIJ'l .',1 "". .-;. ; "I..: l. : . "; .,-~'.:.. \..' ~ _: ~ ORIGINAL ~ ~ G"' ".".&/ t'f'-S , I ~ "":C'=-CC~'::~:C:C:CC:""::""~:'-'32':22':::'""",~:?,-" -~ ':::C::'~~'c::C::,:.:c",:::::c:::: . ~~ :.:::-.~--~----- -'-'-.. ---..--........ ---~-.. -:.--- ~j-- E~ III .'-. , . . --" . . . . II.'. '\ . '. :11I:"'" ~"C _.~.'H"'::'__''':. ,. r' "L'~'", ,I. i: ...." I ". ~"- :..", ~, :. .......1..... 1.'1 I . .~. ..l'. .t- ..'-. '. ~...._.,...--1."'-. '. .-..-. i' i I , , , I ! I i ~ ! I i I' I' ) ; Some opllona moy be ahown thot ore not Included In ba" price, Pion sub Jeo\ to cI1onQI. Not to scor. l!D Cop)l'IQht 2003 Morl< Macon! Homes of Tampa Boy, Jnc, All ,Ights ,eserved, Thill moterial moy not be NlProducod In whol. or In part In ooy form whot.oel/lll", . II PRELIMINARY GROUND LEVEL FLOOR PLAN Enclosed Area 1613 Sq. Ft. ~~ Mar~aconl HO:r..tLS OF TAJ\JPA BAY. INC. WoOD@] @lliJ@~tt@ ~:-----:-- '---~. --- -~-- -:-:--- -~----::-- .. -'--.. . ----.: - ~-.~~~::?-- "'-.., ~~ ---:--.... n----f"1 I ~--~ I ) ~--~ l /.,.-:_..L__~_::...., /~// "~' 1/ " // /~:::::::...., \\ " I' " II "II 'I II " , I I , II Ii I , , I I I Ii I , , I II 1\ \ \ I I " "II II II I I ,,'....-....__,,',1 I I \\ .....,...--r--' // ) I " ( ( II " " " " " " I' " " " " " I' " ': " :' r...l~ : I f-L, r---.-------------l, I I I ~-----------.., , ~-~ " ~_ J , ' , I , ' , I _---J : : ~ ................ r-------------J L_____________, ........ //' I r------------~--~------------, , " " ,_J I , l_ \ // /" .........._~ L_.....::,........ \ // 1//' .....,,_.J "', \ I I / I -'"'). \ , I I, I / ' \ I \ I 'i I I I ", \ \ I " ' I ,/ I' , I 'I ' :-':)Ol. , '\ I' , ! \ 1 \. \ I , I' " ,\,\ \\.'1' , , 1\ " '.....7/ I : ','.... .....-, ,," // / ........~....._, r-.....~"/ I -')' L __________________________J r- 1/ ~ ____________________________J (:, ",' jV' 8.\L'~~/n , a== !~,il~~~/./""''''.,,,..\! BM{:)NY ,UL___ 1 , -l-'-'~ 'I' i 1;'- t!!l"] ._. ". ....-/',-" F([ 12f:l'; [jALC()~,j'';' OWN[(~S \ ~;t!\IE 1.:~' O~ '/. 24" r/ 1(' v' {,l'~ .. 'I rl ______ ~ _.~~- ~n t!'}y 13' ;/~)t' (f "lit'I)" ':~UEST ;/ f/ X :'J' 00 '"'( i...." II o 'U III . ,';1',; <'1 i)JW' I ! - - ~ ~ =j i": 1 ~ ;~ I>' __.I ~11~ (r; ; C:jmOl)tr:f r .' 1'f-1i L. !~~_ J" I \1"'" i tJC,h \. -."., / ~ .~ 1\ -~~.~ "oj' " R ('fl,' ;' ., Ul.:) \\A:!Vl.!f 'J 1\ ii' x "!/ 5' :0' 8~ c:'g, 8f:D~O':W, H 4 ii or.} 1:~l,,5! ((Jyg) h, b C,~. --- PRELIMINARY FAMILY LEVEL FLOOR PLAN L.A. Sr)UARE FOOTAGE 3231 SQUARE FOOTAGE; IIPPfllIOO. WHO - 2380 Sq. Fl. ray 100. UIlNCl - 3231 Sq. Fl. CNlIIAGE HOUSE U\lNO - 2J4 Sq. F\. "IOTAL lMNG lIIIlll Sq. Fl IJJlER LMI. INCl.05IIl - 1113 Sq. F\. ,':::;" .7 Sq. ft BM.CONIES 1440 Sq. F\. IlNWlE to2 Sq. F\. STalA(I; / Ie 112 Sq. F\. IOTAI. lHD ROOf - 10,074 Sq. Fl. Th is Plan All rights 03/30/04 Designed By: is the cop yr i g h t 0 f Mar k are reserved Moconi Homes, Inc. Gregory F. Lane , ' I ) '-5 I , / ." I - \. I '-.. I "- '\ , ~],b ~ '3 2..:~ \ \ ~I~ 2- \ \\<0\3 . i;,t,g~ ~i}l~(}i,e . JI i~ j , T....i::~- I i PRELIMINARY CARRIAGE HOUSE FLOOR PLAN L.A. SQUARE FOOTAGE 234 '. , ~~ ~ - ..", ...1\'" i ,'I n----f"1 , I---~ I ) ~---l l ...."""'J-.__..J................ /~....."'" .........~, / / " // " II ~---, \\ II ,,",,_-_........, \\ /I I' " " "(I 'I II " I I I \ \ \ Ii I I \ I " Ii \ I I I JI 1\ \ \ I I I I "" II II \\ ,~....~-'.....~/ II \\ .....,...--T'"' // ~) " (( " " " " " " " " " " " " " I I " I: I I :' r...l~ :: f-L, r----------------l, " I ~-----------.., I ~-~" ~-~ , ' , : , I : ' _,----J , , ~... -"-,,, r~::::::::::::i--l:::=::::::::~l" ,," _-J I , l_ \ " /" "....._~ L_....:-....... ' // " ...l -,. \ I //..... /,,- ...., ~\ , I 1/, /'~\ \ I I, I /, I \ I I, I I I ..\, \ / ',I " ....".., ". , I ,. ,\ " I I \ I \ " , I \ \ ' \ \ \ " , , \ I \ I '... 'I I , I 1\ " '.....7 / I : "". ','.... ...._, ,/ / I 1- .____-.-..___~__.___H ~- .______~w__, '....:.::-, r-.....;>/ / i - , I r- / p:-"=:c.o::."c:::::".~"::"=,=,,.:c,::dgl::'=->O::::::'-~.c::::-,~~: ::::::::: :::::::: :::::: ::J // ii ,', ( d rL4l cC~\j y ~ ' :~.:: ~.' ',' -_..~.._..",.._- .-""..--....---, ,.. ._,-"'-"'~ j;J "':' ;- --, . -- -,:.1'-- -'-..- --- -"Ji~';;-"~''\ 'l.'r ......., " ':"~'~ j ;~\ ~: 'I ""tt. 1. '".. . _,.,;f- ~-~- >.. ,_. - ~J!._, _.,.:" \ \". r,.~ ;\.:.'.'.: /, ,J ~"~---~-i~'~, ~~" =:::='Q; " ~ _, ,'! 1 ~j;-:::~~;! ;-::- ;' ; ~ ~ -. -:. --- -. ~"=::',- -. ----- !.~! ---~-~,- [ ; ,~ ~ C;L,l~t'~L-;' i :1 [ ! ~ r ,j~[:j._j.J , :li),'" ~ f \ \ L>r',;l~,; :'~ 15' i' ,. ~ r : ~o" i ' " i ! .... .:' , .' ~ .' I". :,(,r,';,-:1 'yJ'1' V'" .\ ~ .:'-:',~..~';j . "\ f_~~ } D i' - -0~' ~ .-.. . \__~ '.'_ r-- ,c~ ~~ /'-JE~ ~.\ ;.-) ",rl, E""'" \lIJ V:,,~~\ ~I L.J' ~';/' , / \iE:Sl :~~:L[ ~~CI'\ [~~ ';~~?'l' 'f~)\W.~( 7WO C:j;R (' l\~) [..("r .."II,..,jl_ ,/ fRELlMINARY FIRST LEVEL FLOOR PLAN !L,A. SQUARE FOOTAGE 2390 \,~Olj;\TY !;i~D II I! ()~; ~.~ :"'!1~: ::;,!\R;~GE cmr:: i.:Grr!\~:j0 1'~0lj se II , , I ., \ \ "- '. , .. ~: ; CI~~' \ 'I:~ ::;. -', :1" , ~:",-:~;4~\ "T, / '; ~: i . I . ,', t. .: I" I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I , I I I I I ------ -----------. -~--------. :', d_ I ~~,""-f""'" \ : I ! ! , C (/2..3 ~ )( 'O~ --- ,2..3 ~.. ; ! J'i i f'.. SEC. 16 TWP. 29 S., RNG. 15 E. " .~ 'J ::: ; (', " ~ . ~::; :- '_ C( i~ H'~O Design -:E"-' +_ : f :: C,:I t Eo' c.. f .i',u....~,cr- _zat ::0.' ~j(j. t::)3~,-; ea4l1 aoQIlI eTlllBl1llv INI. ev. PIIITIIIIII8I8Ul11C1l II"LOlJIIllDA ..70s 721-121-1422 fa. 1o,".a2-10.~ ~OlF~ O~~~(Q)W~~~~lF ~[LIk~~ [F@~ ~ <! -I <t r- H I- <l: en Z 0 H WW 0:: W 0 :=>D .--J LL :::J ZH WCf) IT w U >W f- <l: <to: ~ 0:: <l: WI- w <! .--J 2H u ~ HZ LL 0 ~ -I:=> >- f- h H 0: u :=> > 0 l'V~~18'(jO l.L 4 Unit Residential Development LIME AVENUE & PEACH STREET CLEARWATER, FLORIDA LOCA TION MAP ~[}:{]~~u ~~[Q)~~ If) "1" 0 Z .... 0 ('l H .... UJ en H > <l: W ('l a: I u 0 0 <l: PROJECT INFO A-1 SITE PLAN & DATA DEVELOPER: BELLEAIR CAPTIAL GROUP PO BOX 514 INDIAN ROCKS GEACH, FL 33785 727 . 461 .7f353 CONTACT: BRUCE DANIELSON CI VIL ENGINEERS: H30 DESIGN 6341 20TH STREET N. ST. PETERSBURG, FL 33702 727 . 526 . 9,442 SECTION 16, TOWNSHIP 29 SOUTH, RANGE 15 EAST PINELLAS COUNTY, FLORIDA e GENERAL: G-O TITLE SHEET G-1 BOUNDARY SURVEY-BY OTHERS G-2 GENERAL NOTES CIVIL: C-3 WATER DISTRIBUTION & SANITARY SE)iE,~N ,__, ,/''''--'' " -.' " J'-'" ~~':3~~- SANITARY ~EWE~ \ PLAN & PROFILE ) ,./"-" ~ /' f"- f' .,/- -- '''- ....._.~ ~'.h. ~ C-4 PAVING, GRADING & DRAINAGE CONSTRUCTION DETAILS C-5 ADDITONAL CONSTRUCTION DETAILS CITY OF CLEARWATER 100 S. MYRTLE AVE #210 CLEARWATER, FL 33756 727 . 562 . 4~567 BRIAN BERf1Y PL- T .;wD4-- DOOOS SITE PLAN APPROVED CASE # -FLS2()014 - oS6A~ CASE TYPE ftS J PL T ORe DATE D708cH CDS DATE -- SiGNATURE ~ DATE ID D x w o Z H C-1 SITE DATA INFORMATION AND PLAN SHEET C-2 PROPOSED PAVING & GRADING & DRAINAGE PLAN SOUTH WEST FLORIDA WATER MANAGEMENT DISTRIcr 813.985.7481 ORIGINAL ~ r- w w I CD IT W > o u C-6 LIFT STATION DETAILS 5 t=.,P( , . _....~. DATE: 5/1/04 SHEET No. -' /' ' , , ' , :,; \ Q-O - 700.0'(p) ~ 0... '--""' -.J W z: z: <r: ::r:: u CLEARWATER BAY(P) 700,0'(p) FND. DRILL HOLE IN SEAWALL CAP FPK&D (LB 6947) ~'o'" ! r ~ ')") SEAWALL CAP ltJ..~;")'O I JI;-- \>.. \l..<Q~ '\ :~~~__:,::._::::::~g~~_.:::::=::.==;~Jt-~::::::-,--:,:-:,--::"-::_:::-.:::::--'!l,:::~:::::::.:.:"-:,-:-:. x- x- x- ",0, ~ ~ ,~\'o ,"'- ,~~ rt;- ~ .._---*~:~-----~-----------_.__.'*~-------_._._------------------------------------_._.~====:.:.:.:.::.:.::===- _-------CQN'CRET"EWAli '\.' ,,<' ",,'I, x- x- 4' CHAIN LINK FENCE FPK&D (l8 6947) ~'" o QUAD CAMPHOR (3)@12"&9" C? ~ -.J ,,<' ~ G...J Q:- ::::::J C/) o -.J !2 CO [::j 1 s'x3' CONCRETE BOX NOT IN USE, FILLED IN USE NOT KNOWN ~ ~ f8 i5 ~ '-' '" g, i ~ L.u ~ ,IV) f'.. ."1- ~" T---- T---- '-, '" 8 <:: :.. *15" *18 *13' *10' *12' ",'" ,,0, ') 0,<-' FND DRILL HOLE IN SEAWALL CAP '0<-' ,,'" NO. DATE APPROVED DESCRIPTION REVISIONS SUMMIT SURVEYiNG SERVICES, INC. 17452 MEADOW LANE LUTZ, FL 33558 VOICE 813- 792-1158 FAX 813-920-5705 E-MAIL SU~~MITSURVEy@PRODIGy.NET L,B, #7010 BOUNDARY & TOPOGRAPHIC SURVEY For Hills and Associates, INC. PROJECT LIME AVENUE DRAWN BY: S. TATE CHECKED BY: N, STAUB SCALE: 1" = 20' MAPPING FILE # 03112 DATE 12/02/03 12/02/03 F.B. # 77 SHEET 1 OF 1 12" I I J I I I I I I I I I ! ! i i I /-<,'" 1 x- BOUNDARY & TOPOGRAPHIC CAMELOT CONDOMINIUM OAKS BOOK CONDOMINIUM 91 PAGES 106-108 EAST END CONCRETE WALL ON PROPERTY LINE N 89'57'01" E 402,08'(F) r- 5 CL 0::: W 0... W Z -.J W 0::: o ::r:: if) I- Z W 0::: <r: 0... 0... <r: 317,0'(P) 317,0'(P) WEST 427,27'(F) SPOTTIS WOODE PLAT BOOK 81 SUBDIVISION PAGE 57 BOUNDARY DETAIL SCALE - 1" = 40' CAMELOT CONDOMINIUM o p, K S BOOK CONDO~~INIUM 91 PAGES 106-108 '\.,,! , COI,CRETE PAVEMENT ~ ,'"' ~I I / I I I~~ / ,,~ " 25' *12")( 8"&12" CAMPHOR A N 89'57'01" E 402.08' (Fr-l5'CAMPHOR 1\ *1" ! \ ~ 1)''0 Y ~I J ,\:- I ~ , ~ , I,,,,: & jf!/if g ifl:::] ::;/~ ~so J2 24"&32" TWIN 24"' CJ O 81g '>f;:,' 0 0, '-<J If;:,' ....'0 1...:.1 ' :It' S/] Q'I"': ft & ""1ft 32" 9"" / / / / / / / / / *12" *14" ,,~ '\:. , TRIPLE 12" CAMPHOR *14" ~" '\. , 4' elF *13" 0'5TWIN CAMPHOR 010PECAN 7' / / ( I I I I I i xL ....'" '\. , ~" , *12' *'2" *;6' *15" o 5" 12" ,,~ '\. x 5" 0 5"&9"' TV/IN '\.'\.? 10" 4' CHAIN LINK FENCE WEST 427,27'(F) 10' CHAIN LINK FENCE ~'\. .... , x ~-> rC''? , :-,':> '\. x ,,'\ '\. x SPOTTIS WOODE PLAT BOOK 81 SUBDIVISION PAGE 57 SURVEYORS CERTIFICATE I hereby certify that this Boundary & Topographic Survey is true and accurate to the best of my knowledge and belief, as surveyed in the field, under my direction, from November 20 thru November 26, 2003. I further certify that this Boundary & Topographic Survey meets the minimum technical standards set fodh in Chapter 6'1 G17-6 adopted by the Florida Boord of Surveyors and Mappers, pursuant to Florida Statutes 472.027, FOR SUMMIT SURVEYING SERVICES, INC, L.B. #7010 Doted Stephen M. Tate Professional Surveyor & Mapper #5242 State of Florida +--~-_._--- --_.-- '.'- ---_.~--_.-._....- o ~ LL '--""' L.[) en OJ w '<:j- n 1O o b if) FIR 5/S" (NO ID) /"""'"-. 0... '--""' o N TURNER STREET ASP HAL T '\". " " ~. ~~ ~~ *-- ~-- - ------ ---- - - -------- -- "(:---- ------ --- -- - -- - - _.__._----------~ 1 , : -0')'0",,, ^ : c{.0 '0" " ~'t",,:>\)' ,,':\-' 0, h'" ~ ". "OJ *.1<:..~~~,.;:\)' 0' ~ /~~---." "j "", ,-"G' G ""'#-~nm.-':':1;;--~ CONCRETE SIDEWALK c::::r--- -- ")<' ~ ") /~'" <,G <,'<> 07' CONe. WAll "'" "",^)~ "....p~--____________~:,,,..... CONCRETE SIDEWALK . ,,'0 ct:> f[ """, ')'\.'1 "!h___}f: 14 d'"') -:."" 1\ ") x "...."'~ --,,,,,,, \ 13"'~ ii I,:! FIP l' (NO ID) ': 17"\j/ ii " \ I: I, \:/<-~I ~S' !,i ", f! ~":) , ",~'):;;- ~h~' 11 ".... II i! ~,'\'" ii I II :I: ~ i! ~,~co Ii '\.' I ii !\ ":J" I ': :1 )f------_~ ~ :: [I ~ '1' II :,:, ..," :\' ii ~.;,? l 1\ ~ H . I 11 "J.I :' i3 K,,'" :1 ""0 I il \1. 2" ~ I: .: ,*--, -. ,,'\.. j :1 ~~~ -~------..-----j( : :: "')". I" 5! n ,\:'-'" ~.:o fotl.! !!":>"",~ ! S) ~ ~. + ' :" :..,.... ,,'\. It-=:,~=:. ",G I "''\. ~-:::::::::,,-. ~ l ..f0.~" ~"'. i "')"" ,~::~ ~. iT 01 ~ ! ,,'\. ii% i ..J i ii ,,'\." , 3: \ :: x ! ~ ~ 1 w i: l 01 r- l ~ l! 1 ~ ! " I ~ ! ~ 11 I ~ ;:) ~ 1 Q: " rv~ 0 ~ I ~ ~ i1 "")'l",,^,"'::-:"-';7;';..-':==--.. :..-.:::: ~\")",. ~ [i "J,o:.-~. "J"'~":! ,~") :5:: I' *" : -. -f;') <( Il FCM 4"X4" (PR~ 2669), : i :: I ll~ ii ~~~ 1:t,'I::> ~!i :: () ~ll !i ~ ~... ~ i ASPHALT Ii d J~ ~~ l~ b" ~~ >:': ii t: r.::>"'6\ ! !: ,,'\.'" :: \: x II " t, :i Ii I':,', " ii I, ,\ I Ii "9> h'" 1 Ir, "_~________!i'>'\.',\'" i! \ ~ :c.---m---"ft,,'\, I: i '\.<, 0,<' i "'6 i'~ '::t"-----".f-"'--,---x"'\. I:: Ii \ i~' ....-.-\ ,'\. ~ : \ :,"). '\"\. ,,':>: . O~I", ~"" ")" ~ i ")'1 I I I::\- ~ ,,,f ' , I ! 0 'I:: \"'0 1 \. r;" ~ ~~- , : "')"\-. :) v ~ ~\.. ' \ ('\ : t')'\. ~o, r,'\. ~0- ~32~ ,1f~" ;( 1 ~ ')'\.:<' ,I ' , j --'-;I: :: i ~~ W~'If' : II t> ,--..<0. \. J.? ! :i ,,' A ~.' ~ '-?J' "~' " ,'" '.', ,,'\.. 0'" .. ." FIR S/8" (NO 10) J.- -*: I:' .., '\J';' : il"\J ..---""~ ')'\. II o\Jl--- ;:) -~~~"!( 5'K"J'~ ~\J -- I 1 0 ! i : : ! ALLEY (POOR ASPHALT) I: : : ,,~~ ~ :: ; : I ~~~ "'.>(\':,\' n : "J~~! ~:::::::~:::::::::~.y 5 ,I ; \>. I ~ Ii : ,,'\.0;,,' ! ]: l :: _ I: ' ::-' :, : q 0 I, I II! Ii ! iii,,: I: ~ ; <->"') 6 ib'\.' (\. '"',~' " "\'....! :l:I ::.-'" ~' ::. ~ II") ! """J~r:;,!! :1 Go, , :' ~ fl").! ,W :1 0 1'\,'\.'::" I: ~h"~ ! :J ii! ~! : Z jl => :: i W l; 0 g II ! > t- H! /"""'"-.1 11 \ <(..J" LL Ii ; AI II ~ ~ It : ..... 81 ;) ~ e>.>") If) I: :, W'" " 'tl. "")' O')::l 11 ~"" I, "), -~_.--_._-* 0 :J,?'V :,', II: fl -',.-/><--'-' .---0')-,- -~ {:> c:: 'i .. ~ i:")'V I - !,: ./ '<;"'"- ': I, ...J t:0~/'" " , I ')"Y 5:\ l 0 r ')'\.':\- win : ~~'O<-' ! 0 )( ~ :: 1 f}~y / 0 -<;j-" ,I ,'~ ,i nO q // U:> I k'\.~'O " l.,'\."Y i / 0 rt ::.-':\- 1 .:0 I ~":> // b :J It '"'J 0 I ~'b ,,:>' "J_s::.,/" o:! I I ~~"J. ")"). -~,---------------. 0 if) I Ii j ",0,: ~ ___.n__~ H ;): ,,>'\:t"). '"')"-)<0 " 0 : I " ': /' r !i~ i if 1\u/8 Ii ---6:l : :\ w Y7" :i II .,. . b Q):: :J ~? 1 ~ ii ~ ~' , ul:...... ,,:1 i :: a::: :1 t H ~ II :: W ;l ~ I :: a:: ~l,.,<\ , H & FIR '/2" (NO ID) I r---'m. ---- ,i '0: ii <( I 1 '?~'\ :!~").,~' I :! I i ~h-:o----'~i ,p l"",,,:> !i.b II : 0 ^'O' i:> ,;. ::.- ,r:, ! : I ')1\'\ ~ ':.\,~ :ff I i I H ~ II II i i--r6- :i Ii I I I :: i! i 5/ ii i Ii ! 1 \ I! I j! : 1 => :1 'I I L'\.~ i 01:1 i i[ jJ I II II * I " I lr : i ;! I li 0- ~~~ 1 ~: 6!\ ~:~. I :; I' "'''')cs f~ ,,~ I w i I:i ' ,: \, Oc" .'\. ~ W ,\ <:- 'j , I : 0 : !' I : ::>1 . x"" 0$> ..,,' t>~'Y '-," '\ _ 'f'~~)~/ ~:' "")~' i Vi i!: \, \ FIR 1/2 (NO 10) :-,. x APPARENT R/W LINE x"S FCM 3'xO" IV/PIN (110 ID) :, .^<';"'<0 .:~\.., - '" . I: w:" ;i '.v', Z'" : W ,0 Ii ,:-,')"'\~--R;ffoili"Sl[jBOOT'-0;:-.-"n--m---_-_--""m-..m.--------.h... ___.m_ ,,~\) ~'V -, m -- -mC-ONC'RETE""S;;-EWAl'K--hmn-m.- - h--~;q;,\.<-,~.__""__""_._mn_'mh_____h__________mh'~~ r::---~ 'j w l i i 1 i ~ ! 1 i I !" ,,'\.o/ ~~;;;~~~__~~;~------m.----mm--- ____________"".n__..____.._m__:i__~~----_---n-n-m-m---m---""----.-----m-------------mm.,-')---":~------m-m--n'---..n---m-hm--~-.~-i~:,'o f~<;! ~ i l Ii tC::,k ~ &-;,;':,:~~~_~_~o_~==_-oo_oo~_o=~oooo~~_~==___:~:~--------------------"---=------"--~-------~---~-------.;---------'c,,-------------c~/ " . "' ~ !! ~ ~~~~~~~~~~~~~"-~~----~ ~ ~ !; i '\ j~~x'<"", ''':e''-~---m---,-'---m-mm-r:!:=-~?-=-=-09..=-M---rro-. =~-no:t.-.mno---h-m-.---------mm--m----'---m------------h..-'nmh"~")~__n________um___m___h__________,__J3./) ~\ ~.' ~~~~ls'<< b~~. '?~;' ..,'\.",J "":>'\. ,",,,,,:>,,. ,,')'0 CONCfRETE SIDEWAll, ~ - no - no _ no ,b"'O ~';\- ..,\. \ ,,,,,:> 'j~ ... ;~ ,~/ '= --hhh__m_____'m__..__m~~:------.-h' ___... mh,_n___ -- m---n-------.--~~-..-.._----:P~AR;~;-~~W ~;~;m__ _~__~9__="JJO__ :~~ ni\-------~~-~O=~'~~-~ t:-=~~~~'O'O \~, \Q~'\'Y ") "Y.10 --- (I(J _ ~ ' J ~~ (I..-' _--4. nu --,-)- SURVEY ON-SITE BENCHMARK SE PROPERn' CORNER 'FCM 4"x4" (NO 10) ELEVATION = 32.65 ,,? '1. x 8"&12"' TWIN o v" , ,,-'" '\, x ~G '\.v. G :\'0 '\. 06' 05" 015' OS' ON-SITE BENCHMARK SET NAIL IN POWER POLE ELEVATION=32.31 '\ -<>- "" ,," "", ')'0.' "'~ ")~. r r ~ ~'"J"'~'\ \:<. '"' ,,~: <io~"", ~ ASPHALT' ,,' x"'\. 'O'\. ,,:>"" C\ ~" ,,:>"" fJ.._._________,h___________~\ ,,' x "J '\ I " \ ______n__.____<K ~. ,,: j ....'0 ')". G~ 0:':> '0'" ,______________h,_-::I: ~O/ ,,<:). ..,.... '\;;.,~hm_...+?' 0,,,,'0 CONCRETE SIDEWALK $-' $:)"0, CONCRETE ..:::.,:.~"",,,, '\.'" '\: . ~;.--'--:-::.~:~::--:":--~:::~;:=th---------..."'J.-.----m-----.-m..--m><)~:'-7m :..~-)'" '\.0, "",'\.o, LEGEND: POB = POC (D) (F) CMP CONC, EL. FCIR FCM FIP ID INV LS tvlES RCP SI'w = D ----" (;J -<>- '?- 0<' '),' x o o * {) = - @ . 83 ~ Legal Description: R ~ '\.'\. '1. LblJ ...",~ ;:~:_c".,c,_,,~,:_~c_-_$~~' ,,0, '\'<> ",,<:;, c(?> ..,'" !\L L of in Plat F-I () rid a . ( description SEe, S., RNG. 15 L. 1 6 TW P . 29 POHH OF BEGINNING POINT OF COMMENCEMENT = DEE D DIi'1Et'-.JSIDt'-.1 = FIELD DIHENSIDN = CORRUGATED METAL PIPE = CONCRETE = ELEVATIOI\J = FOUND CAPPED IRON ROD = FOUND CONCRETE MONUMENT = FOUND IRON PIPE = IDENTIFICATIol\J I~JVERT = LAND SURVEYOR = MITERED END SECTION = COt'-.JCRETE PIPE SIDEw ALK ELECTRIC HETER = FIRE HYDRANT = GUY A~jC:HOR = LIGHT POLE = MAILBOX POwER POLE = SANITARY HANHOLE T R E E ( S I Z E AND T Y P E , IFf< N 0\.,/ r'~ ) TREE - OAf< (SIZE AS ~mTED) = TREE - PALM (SIZE AS NOTED) = TREE - PINE (SIZE AS f'~OTEm = UTILITY RISER = UTILITY SERVICE CABINET wATER HETER = VATER VALVE COVER DENOTES SPOT ELEVATION = STRUCTURE NUHBER that Tract of land described on Plot of R,T, ~\~ARKLE1. r-eccr-ded Book I (j, Page 29, of the Public Records of F'i'lellcs County, tOken from Official Records Book 3289 Page 1 '-. \ i ,!.) SURVEY [\JOTES: 1. The p,-JI"pose survey. 2, Undergl'ound enuoachments sLlch os foundations and utilities, that may exist, have not been located. 3, Bearings shown hereon ore assumed, holding the South Ii"", of the subject property os being WEST 4. This survey is not valid without the signature and original raised seoi of o Florida licensed surveyor and mapper. 5, The property falls within Flood Zones "VE(EL 13)" and according to Flood Inswance Rate Map 121 03CO 1 08G, prepared by the ~ederol Emergency Ivianagement Agency, last I-evised 9/3/03. 6. Parent Benchmark used was Pineilas County Benchmark "H.ARRIS 0" with an elevation of 23.74' ~IAVD88. "HONEYCOMB" BLOC Ii "~\,, "j')",. l-~r " :' " '" "j x :i fi i: " ii ~~ ~I ","- + :l,' ~<, 'Ic::~-::;': ...."'<> x" ~ " ",. ^'" ..,,' x 5" S" as" ,,'\. "j o 13"' PECAN "",? x ,," "0 . of this survey was to perform a boundary & topogr-ophic :-,! " x ASPHALT DRIVEWAY 18" CHINABERRY "G ')'0 ,," "",. ------~-~ I " o I " ~ 0 //'/-><'I:":.----------...~--'-~-'__...,' '\' I ~. ",~ g /f ",~--~--------,_...____,>':>'" ,-,-,----t I -------.,--.--. ,I ,\'0 , '\.0,' ,/ .........M--.._........ // ......" ,! / \ '\.'\. I,' I ",,,, \":>,,,. tf'. ~ \ t \ \ ~") \ i \1' \ 'O'\. ,/ \ .....,~. ./ \, "X____--" \\ ., \"" '....., '.. ,\" ,,_~ '\.0, ~"''''''''- CONC.DWY ON -SITE BENCHMARK SE PROPERTY CORNER FCM 4'"x4" (NO 10) ELEVATION = 32.65 '-... @6" 10' 0,6" ^'O "V' x 'f':\- , APPARENT R/W LINE ORIGINAL " L t__~.:~-- I rJ l' J l ( 1- < '-i) t /) J S.WFW.M.D. IEROSION CONTROL NOTES 1. DURING CONSTRUCTIDN SEDIMENT IS TO REMAIN ON SITE THE CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF EROSION AND SEDIMENT CONTROL DEVICES PRIOR TO INITIATING AND DURING ALL PHASES OF LAND CLEARING AND CONSTRUCTION TO PREVENT SOIL EROSIDN AND SILTATION. 2, THE RETENTION AREAS SHALL BE ROUGH GRADED PRIOR TO CONSTRUCTION, WITH ALL STORM WATER DIRECTED TO IT. AFTER COMPLETION OF ALL WORK, REMOVE DEBRIS AND SILTATION FROM THE BOTTOM OF THE RETENTION BASIN, AND FINE GRADE THE FINAL SIX (6) INCHES AND SOD. CONTRACTOR TO MAINTAIN THE SIDE SLOPE REQUIRED AND SHOWN ON PLAN, AND NOTIFY ENGINEER FOR AN INSPECTION PRIOR TO SODDING, 3. THE RETENTION AREAS AND OUTFALL CONTROL STRUCTURES SHALL BE CONSTRUCTED EARLY IN THE CONSTRUCTION PERIOD TO MITIGATE ANY ADVERSE WATER QUANTITY IN PARTS OFF SITE. TIE-IN TO FDOT RIW WILL REQUIRE THE APPROVED FDOT PERMIT TO BE PLACED ON-SITE. 4, AFTER COMPLETION OF THE PROJECT, THE OWNER WILL BE RESPONSIBLE FOR THE OPERATION AND MAINTENANCE OF THE STORMWATER FACILITIES. ACTION REQUIRED SHALL BE REGULAR MOWING OF THE BOTTOM AND SIDE SLOPES, PLUS PERIODIC INSPECTIONS AND REMOVAL OF DEBRIS, TRASH, ETC. THAT MAY BLOCK THE OPENINGS IN THE CDNTROL STRUCTURES. 5. ALL DISTURBED CONDITIONS SHALL BE RESTORED TO NATURAL CONDITIONS OR BETTER. THIS ITEM PERTAINS TO R!W WORK ESPECIALLY. 6. ALL SIDE SLOPES OF RETENTION OR SWALE AREAS SHALL BE ST ABALIZED BY VEG IT A TION OR OTHER MATERIALS, GEO- TEXTILE, EROSION AND PROTECT THE STORMWATER BASIN. NOTE: PLAN CONFLICTS, SHOWN OR UNSHOWN, WITH OTHER EXISTING SITE IMPROVEMENTS SHALL 8E THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE ADJUSTMENTS AND PROTECT OR REINSTALL ALL DISTURBED EXISTING UTILITIES, PHONE LINES, POWER LINES, POWER SUPPORT CABLES, SPRINKLER LINES AND CONTROLS, MECHANICAL PIPELINES OR UNDERGROUND POWER CABLES AND RETURN EXISTING CONCRETE WALKS, DUMPSTER PADS, FENCE, HANDRAIL, CALVES, HYDRANTS, GUY WIRES, ELECTRIC BOXES AND PIPELINES WHICH SHALL BE REPAIRED OR REINSTALLED AS INCIDENTAL TO THE COST OF WORK SHOWN HEREUNDER. IT SHALL BE THE RESPDNSIBILITY OF THE CONTRACTOR TO RESOLVE ANY CONFLICTS PRIOR TO AWARD OF THE CONTRACT. NOTE: REQUIRED EROSION CONTROL MEASURES MUST REMAIN INTACT THROUGHOUT CONSTRUCTION. FAILURE TO INSTALL OR PROPERLY MAINTAIN THESE BARRICADES WILL RESULT IN ENFORCEMENT ACTION WHICH MAY INCLUDE CITATIONS, AS PROVIDED BY CHAPTERS 40D-4 & 40D-40 F,A,C. CAN RESULT IN A PENALTY NOT TO EXCEED $10,000 PER OFFENSE WITH EACH DATE DURING WHICH SUCH VIOLATION OCCURS CONSTITUTING AN OFFENSE MAINTENANCE AND OPERATIONS INSPECTIONS FOR STDRM WATER DISCARGE FACILITY 1. ALL SODDED AREAS SHALL BE MOWED AND MAINTAINED PROPERLY. 2. UNDER NO CIRCUMSTANCES SHALL THE RETENTION AREA BE FILLED WITH ANY OTHER SUBSTANCE THAN STORMWATER, 3. SWALE AREAS SHALL BE KEPT CLEAN AND FREE OF ANY OBSTRUCTIONS. 4. IF DAMAGE TO THE SYSTEM DOES OCCUR, THE SYSTEM SHALL BE RECONSTRUCTED IN ACCORDANCE WITH THE APPROVED PLAN. OPERATIDN & MAINTENANCE OF THE STORMWATER SYSTEM THE OWNER SHALL PERIODICALLY MONITOR THE STORMWATER SYSTEM (PIPE CONVEYANCE SYSTEM AND RETENTION POND) FOR SILT AND SEDIMENTATION BUILD UP. THE PIPE CONVEYANCE SYSTEM SHALL BE FLUSHED, AS DEEMED NECESSARY NO LESS THAN TWICE A YEAR. ALL MATERIAL SHALL BE COLLECTED DOWNSTREAM AND REMOVED. THE RETENTION POND SHALL BE KEPT MOWED AND THE BOTTOM FREE OF DEBRIS, OF WATER STANDS IN THE POND MORE THAN 48 HOURS THE OWNER SHALL RAKE ANDI OR SCARIFY THE POND BOTTOM, AS DEEMED NECESSARY AND NO LESS THAN TWICE A YEAR TO RESTDRE THE PERCOLATION CHARACTERISTICS OF THE POND. THE OWNER WILL BE RESPOSIBLE TO MAKE SURE THAT TO THE BEST OF HIS ABILITY NOTHING ENTERS THE SYSTEM BESIDES STORMWATER THAT COULD DETERIORATE THE FUNCTIONING CAPABILITIES OF THE SYSTEM, I.E GASOLINE, OIL, GREASE, CHEMICALS, ETC. THE POND UNDERDRAIN SYSTEM SHALL BE INSPECTED ANNUALLY AND RETROFITTED AND FLUSHED SEMI-ANNUALLY CLOGGED OR SPENT FILTER MATERIAL SHALL BE CISPOSED OF IN ALL MANNERS AS WITH THE HANDLING OF HAZARDOUS WASTE. THE SPENT FILTER MATERIAL IN A PERMITTED FACILITY. EROSION AND SILTATION CONTROL NOTES 1. SEDIMENT TRAPPING MEASURES: SEDIMENT BASINS AND TRAPS PERIMETER BERMS, FILTER FENCES, BERMS, SEDIMENT BARRIERS, VEGITATIVE BUFFERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT ONTO ADJACENT PROPERTIES, OR INTO EXISTING WATER BODIES, MUST BE INSTALLED, CONSTRUCTED OR, IN THE CASE OF VEGIT A TIVE BUFFERS, PROTECTED FROM DISTURBANCE, AS A FIRST STEP IN THE LAND ALTERATION PROCESS, SUCH SYSTEMS SHALL BE FULLY OPERATIVE AND INSPECTED BY THE ENGINEER BEFORE ANY OTHER DISTURBANCE OF THE SITE BEGINS, 2.PROTECTION OF EXISTING STORM SEWER SYESTEMS: DURING CONSTRUCTION, ALL STORM SEWER INLETS IN THE VICINITY OF THE PROJECT SHALL BE PROTECTED BY SEDIMENT TRAPS SUCH AS SECURED HAY BALES, SOD, STONE, E. TC" WHICH SHALL BE MAINTAINED AND MODIFIED AS REQUIRED BY CONSTRUCTION PROGRESS, AND WHICH MUST BE APPROVED BY THE ENGINEER BEFORE INSTALLATION. 3. SEDIMENTATION BASIN; THE CONTRACTOR WILL BE REQUIRED TO PROHIBIT DISCHARGE OF SILT THROUGH THE OUTFALL STRUCTURE DURING CONSTRUCTION OF ANY RETENTION AREA AND WILL BE REQUIRED TO CLEAN OUT THE RETENTION AREA BEFORE INSTALLING ANY PERMANENT SUBDRAIN PIPE. IN ADDITION, PERMANENT RETENTION AREAS MUST BE TOTALLY CLEANED OUT AND OPERATE PROPERLY AT FINAL INSPECTION AND AT THE END OF THE WARRANTY PERIOD. 4, SWALES, DITCHES AND CHANNELS: ALL SWALES, DITCHES AND CHANNELS LEADING FROM THE SITE SHALL BE SODDED WITHIN (3) DAYS OF EXCAVATION, ALL OTHER INTERIOR SWALES, ETC., INCLUDING DETENTION AREAS WILL BE SODDED PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY, 5. PROTECTION AND STABILIZATION OF SOIL STOCKPILES: FILL MATERIAL STOCKPILES SHALL BE PROTECTED AT ALL TIMES BY ON-SITE DRAINAGE CONTROLS WHICH PREVEN EROSION OF THE STOCKPILED MATERIAL. CONTROL OF DUST FROM SUCH STOCKPILED MATERIAL, MAY BE REQUIRED, DEPENDING UPON THEIR LOCATION AND THE THE EXPECTED LENGTH OF TIME THE STOCKPILES WILL BE PRESENT, IN NO CASE SHALL UNSTABLIZED STOCKPILE REMAIN AFTER THIRTY (30) CALENDAR DAYS, 6. MAINTENANCE: ALL EROSIDN AND SILTATION CONTROL DEVICES SHALL BE CHECKED REGULARLY, ESPECIALLY AFTER EACH RAINFALL AND WILL BE CLEANED OUT ANDI OR REPARIED AS REQUIRED. FILTER MEDIUM SPECIFICATIONS 1, THE FILTER SAND SHALL BE HARMON BROTHERS 20/55, RADCLIFF B OR EQUAL, APPROVED BY THE ENGINEER, AND MEET CURRENT SWFWMD AND F.D.E.P. RULE. THE FILTER SAND MUST BE WASHED (LESS THAN ONE PERCENT SILT, CLAY AND ORGANIC MATTER) AND HAVE AN EFFECTIVE GRAIN SIZE OF 0.20 TO 0,55 MILLIMETERS IN DIAMETER; AND UNIFORMITY COEFFICIENT OF 1.5 OR GREATER, AND A PERMEAB I L ITY RATE OF O. 125 CM/SEC. OR GREATER. IF THE PERMEABILITY RATE OF THE FILTER SYSTEM WILL BE REQUIRED AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL HAVE THE SAND TESTED AND APPROVED BY THE ENGINEER PRIOR TO INSTALLATION, IT IS RECOMMENDED THAT THE CONTRACTOR HAVE THE FILTER SAND TESTED AND APPROVED PRIOR TO PURCHASE AND lOR DELIVERY TO THE JOB SITE. 2. THE PERFORATED PIPE SHALL CONSIST OF POLYVINYL CHLORIDE (PVC) CONFORMING TO ASTM D 3033, HAVE MINIMUM OF SIXTEEN (16) 3/8 INCH DIAMETER PERFORATIONS PER LINEAR FOOR OF PIPE AND BE ON THE BOTTOM 135" OF PIPE. HDPE MAY BE USED IF PERFORATIONS CONFORM TO THIS REQUIREMENT. 3. THE CONTRACTOR SHALL PROVIDED DEWATERING MEASURES AS REQUIRED DURING THE INSTALLATION OF THE UNDERDRAIN OR PIPE AND ALL OF ITS COMPONENTS. 4. THE CONTRACTOR SHALL NOT BACKFILL THE DRAIN PIPE UNTIL THE ENGINEER HAS VERIFIED AND APPROVE THE DRAIN PIPE GRADES AND INSTALLATION OF FILTER MEDIA, THE FILTER SYSTEM SHALL BE COVERED PRIOR TO THE INSPECTION TO PROTECT IT FROM EROSION OR WASH-OUT. 5. SWFWMD REQUIRES AS-BUILT CERTIFICATION BY THE ENGINEER FOR THIS FILTER SYSTEM. TEST REPORTS IF FILTER SAND IS DIFFERENT THAN ONE SPECIFIED WILL BE REQUIRED FROM AN APPROVED LABORITORY ON GRADUATION AND PERMEABILITY AND SHALL BE INCLUDED IN THE AS-BUILT SUBMITTAL. WATER SYSTEM TESTING AND INSPECTION REQUIREMENTS 1, ALL COMPONENTS OF THE WATER SYSTEM, INCLUDING FITTINGS, HYDRANTS, CONNECTION, AND VALVES SHALL REMAIN UNCOVERED UTIL PROPERLY PRESSURE TESTED AND ACCEPTED BY THE OWNERS ENDGINEER. PRESSURE TESTS TO BE IN ACCORDANCE WITH WATER DEPARTMENT SPECIFICATIONS, CONTRACTORE TO NOTIFY OWNER'S ENGINEERAND WATER DEPARTMENT INSPECTORS 48 HOURS IN ADVANCE OF PERFORMING TESTS, 2. NEW WATER MAINS AFTER COMPLETION OF INSTALLATION OF NEW WATER MAINS, PRESSURE TESTING SHALL BE PERFORMED IN ACCORDANCE WITH THE LOCAL JURISDICTION WATER SYSTEM STANDARDS AND SPECIFICATIONS. CONTRACTOR TO PERFORM CHLORINATION. SAMPLING OF NEW WATER MAINS SHALL CONFORM WITH COUNTY PUBLIC HEALTH UNIT REQUIREMENTS AND RESULTS FORWARDED TO THE ENGINEER, UNDER NO CIRCUMSTANCES SHALL A NEW WATER SYSTEM BE PLACED INTO SERVICE UNTIL CERTIFICATION BY THE ENGINEER HAS BEEN COMPLETED AND A RELEASE FROM COUNTY PUBLIC HEALTH UNIT HAS BEEN ISSUED. WATER SYSTEM NOTES 1, ALL WATER MAINS SHALL HAVE A MINIMUM OF 36 INCHES OF COVER. 2, ALL WATER SYSTEM WORK SHALL CONFORM WITH LOCAL REGULATORY STANDARDS AND SPECIFICATIONS, 3. ALL DUCTILE IRON PIPE SHALL BE CLASS 52 IN ACCORDANCE WITH ANSI A 21,50 (AWWA C 150) AND ANSI A 21,31 (AWWA C 151) AND PIPE SHALL RECEIVE EXTERIOR BITUMINOUS COATING IN ACCORDANCE WITH ANSI A 21,6, 1 21.8 OR A 21.51 AND SHALL BE MORTAR LINED, STANDARD THICKNESS, AND BITUMINOUS SEALED IN ACCORDANCE WITH ANSI A (AWWA C 104-71) 4, ALL FITTINGS LARGER THAN 2" SHALL BE DUCTILE IRON CLASS 53 IN ACCORDANCE WITH AWWA C-110 WITH A PRESSURE RATING OF 350 PSI. JOINTS SHALL BE MECHANICAL JOINTS IN ACCORDANCE WITH AWWA C-111, FITTINGS SHALL BE CEMENT MORTAR LINED AND COATED IN ACCORDANCE WITH AWWA C-104, 5. ALL PVC WATER MAINS 4" THROUGH 12" SHALL BE IN ACCORDANCE WITH AWWA C-900, PIPE SHALL BE CLASS 15FO AND MEET THE REQUIREMENTS OF SDR 18 IN ACCORDANCE WITH ASTM D-2241. 6, WAER MAIN PIPING OF LESS THAN 4" SHALL BE PER ASTM D2241-89. 7, ALL FITTINGS 2" AND SMALLER SHALL BE SCHEDULE 40 PVC WITH SOLVENT WELDED SLEEVE TYPE JOINTS, 8. ALL GATE VALVES 2" OR LARGER SHALL BE RESILIENT SEAT OR RESILIENT WEDGE MEETING THE REQUIREMENTS OF AWWA C509. 9. ALL FIRE HYDRANTS SHALL MEET THE REQUIREMENTS OF AWWA C502 AND SHALL BE APPROVED BY THE LOCAL UTILITY AND FIRE MARSHALL, 10, THE CONTRACTOR IS TO INSTALL TEMPORARY BLOW-OFFS AT THE END OF WATER SERVICE LATERALS TO ASSURE ADEQUATE FLUSHING AND DISINFECTION, 11. THRUST BLOCKING SHALL BE PROVIDED AT ALL FITTINGS AND HYDRANTS AS SHOWN ON DETAILS. 12. MATERIALS AND CONSTRUCTION METHODS FOR WATER DISTRIBUTION SYSTEM SHALL BE IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY CODES. 13. THE IRRIGATION SYSTEM SHALL HAVE COLOR PIPING AND LABELING ON THE PIPE TO INSURE DIFFERENTIATION FROM POTABLE WATER PIPING. WATERISEWER CLEARANCE REQUIREMENTS VERTICAL CLEARANCE AT CROSSINGS: GRAVITY SEWERS OR FORCE MAINS CROSSING UNDER WATER MAINS SHALL BE LAID TO A MINIMUM VERTICAL DISTANCE OF 18 INCHES BETWEEN THE INVERT OF THE UPPER PIPE AND THE CROWN OF THE LOWER PIPE, THE CROSSING SHALL BE ARRANGED SO THAT THE SEWER JOINTS AND WATER JOINTS AND WATER JOINTS WILL BE EQIDISTANT FROM THE POINT OF CROSSING WITH NO LESS THAN 10 FEET BETWEEN ANY TWO JOINTS, WHERE THE MINIMUM 18 INCH SEPERATION CANNOT BE MAINTAINED, A SECTION OF DUCTILE IRON PIPE SHALL BE PLACED CENTERED ON THE POINT OF CRDSSING FOR A MINIMUM OF 10 FEET ON EITHER SIDE OF THE CROSSING. HORIZONTAL SEPERATION BETWEEN PARALLEL LINES: A) GRAVITY SEWERS SHALL BE INSTALLED AT LEAST 10 FEET HORIZONTALLY FROM ANY EXISTING OR PROPDSED WATER MAIN, THE DISTANCE SHALL BE MEASURED FROM EDGE TO EDGE. IN CASES WHERE IT IS NOT PRACTICAL TO MAINTAIN A 10-FT SEPERATION, THE WATERMAIN SHALL BE INSTALLED IN A SEPERATE TRENCH OR ON AN UNDISTURBED EARTH SHELF LOCATED ON ONE SIDE OF THE SEWER AND AT AN ELEVATION SO THAT THE BOTTOM OF THE WATER MAIN IS AT LEAST 18 INCHES AeOVE THE TOP OF THE SEWER, AND THE WATER AND SEWER JOINT SHALL BE STAGGERED, B) FORCE MAIN'; SHALL BE INSTALLED AT LEAST 10 FT, HORIZONTALLY FROM ANY EXISTING OR PROPOSED WATER MAIN, GRADING AND DRAINAGE ;lOTES 1. ALL DELETERIOUS SUBSTANCE MATERIAL, 91, E, MUCK, PEAT, BURIED DEBRIS), IS TO BE EXCAVATED IN ACCO,;"tNCE WITH THESE PLANS, OR AS DIRECTED BY THE OWNER'S ENGINEER, OR OWNER'S SOIL T~STING COMPANY. DELETERIOUS MATERIAL IS TO BE STOCKPILED OR REMOVED FROM THE ~~TE AS DIRECTED BY THE OWNER, EXCAVATED AREAS ARE TO BE BACKFILLED WITH APPROVED MATERIALS AND COMPACTED AS SHOWN ON THESE PLANS. 2. THE CONTRACTOR SHAI_L BE RESPONSIBLE FOR PROTECTING EXCAVATING AGAINST COLLAPSE AND WILL PROVIDE BRACING, SHEETING. OR SHORING, AS NECESSARY, TRENCHES SHALL BE KEPT DRY WHILE PIPE AND APPURTENANCES ARE BEING PLACED, DEWATERING SHALL 8E USED AS REQUIRED, 3. ALL STORM SEWER PIPE SHALL BE REINFORCED CONCRETE CLASS III (ASTM C-76l UNLESS OTHERWISE NOTED ON PLANS, 4, PVC STORM PIPE, 12" AND SMALLER SHALL CONFORM T'O AWWA C-900, CLASS 150 STANDARDS, UNLESS OTHERWISE NOTED. 5. ALL DRAINAGE STRUCTURE GRATES AND COVERS WITHIN TRAFFIC AREAS SHALL BE TRAFFIC RATED FOR H-20 LOADINGS. 6. THE CONTRACTOR IS TO SOD THE RETENTIONIDETENTION POND AS INDICATED ON PLANS WITHIN ONE WEEK FOLLOWING CONSTRUCTION OF THE POND, 7, MATERIALS AND CONSTRUCTION METHODS FOR STREETS AND STORM DRAINAGE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY, 8. ALL STORM STRUCTURES SHALL BE GROUTED TO THE INVERT ELEVATION(S) OF THE STORM PIPE(S), STORM PIPE SHALL BE SAW-CUT EVEN WITH THE STRUCTURE WALL (S) GROUT AROUND PIPES FOR WATER TIGHT AND SMOOTH FINISH. PAVING, GRADING & DRAINAGE TESTING AND INSPECTION REQUIREMENTS 1, THE STORM DRAINAGE PIPING AND FILTRATION SYSTEM SHALL SUBJECT TO A VISUAL INSPECTION BY THE OWNER'S SOILS ENGINEER PRIOR TO THE PLACEMENT OF BACKFILL. 2. THE CONTRACTOR SHALL MAINTAIN THE STORM DRAINAGE SYSTEMS UNTIL FINAL ACCEPTANCE OF THE PROJECT, 3, THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE APPLICABLE TESTING WITH THE SOILS ENGINEER. TESTS WILL BE REQUIRED PURSUANT WITH THE TESTING SCHEDULE FOUND IN THE ENGINEER, TESTS WILL BE REQUIRED PURSUANT WITH THE TESTING SCHEDULE FOUND IN THE ENGINEERING CONSTRUCTION DRAWINGS. UPON COMPLETION OF THE WORK, THE SOILS ENGINEER MUST SUBMIT CERTIFICATIONS TO THE OWNER'S ENGINEER STATING THAT ALL REQUIREMENTS HAVE BEEN MET. NOTE TO CONTRACTOR THE CONTRACTOR SHALL PROVIDE CERTIFIED RECORD DRAWINGS, SIGNED AND SEALED BY A PROFESSIONAL LAND SURVEYOR, THE RECORD DRAWINGS SHALL SHOW FINAL GRADES FOR RETENTION BASIN (S), CONTROL STRUCTURE (S), INLETS (; PIPES WITH TOP 7 BOTTOM ELEVATIONS, INVERTS & DIMENSIONING OF SLOT (; BAFFLE. LOCATIONS ON ALL UTILITIES INCLUDING THE SANITARY SEWER AND WATER PIPING, THE CONTRACTOR SHALL PROVIDE TWO COPIES OF THE CERTIFIED RECORD DRAWINGS TO THE ENGINEER, THE AFOREMENTIONED RECORD DRAWING SHALL BE SUFFICIENT ENOUGH IN DETAIL TO BE ACCEPTABLE BY AGENCIES HAVING JURISDICTION, PINELLAS COUNTY RIGHT OF WAY NOTES 1. ALL PROPOSED WORK MUST COMPLY WITH FDOT INDEX NO. 700, 2004 EDITION. 2. ALL R.O.W. INSTALLATIONS WILL BE IN ACCORDANCE WITH PRACTICES REFERENCED IN THE STATE OF FLORIDA UTILITIES ACCOMODATIONS MANUAL. 3, ALL DESIGN AND CONSTRUCTION MUST CONFORM TO THE MINIMUM STANDARDS SET DOWN IN PINELLAS COUNTY LAND DEVELOPMENT, ZONING AND lOR RELATED ORDINANCES, AND MINIMUM TESTING FREQUENCY REQUIREMENTS. 4. SIGNS AND BARRICADES SHALL BE IN ACCORDANCE WITH THE U.S. DEPARTMENT OF TRANSPORTATION "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" AND THE FLORIDA DEPARTMENT OF TRANSPORTATION'S "DESIGN STANDARDS" INDEXES 600 THRU 670 (LATEST EDITION) 5. INSTALLATION INVOLVING CONCRETE AND ASPHALT DRIVEWAY, IN GOOD CONDITION MUST BE ACCOMPLISHED BY JACK AND BORE OR PUSHING. NO JETTING IS ALLOWED. 6. COMPACTION FOR PIPE BACKFILL SHALL COMPLY WITH AASHTO T-99 (100%) 7, DISTURBED AREA WITHIN THE R.O.W. WILL BE COMPACTED TO 100% OF MAXIMUM DENSITY AND SODDED, 8. ANY PORTION OF THE ROADWAY THAT SUSTAINS EXCESSIVE CONSTRUCTION RELATED DAMAGE IN THE OPINION OF PINELLAS COUNTY HIGHWAY DEPARTMENT, SHALL BE REPAIRED AT ' CONTRACTOR EXPENSE IN A MANNER SPECIFIED BY PINELLA COUNTY HIGHWAY DEPARTMENT. 9. SAFE PEDESTRIAN TRAFFIC IS TO BE MAINTAINED AT ALL TIMES. 10.ANY SIDEWALK WHICH BECOMES UNDERMINED MUST BE REMOVED AND REPLACED. SIDEWALKS ARE TO BE RECONSTRUCTED WITHIN THREE (3) DAYS AFTER REMOVAL, WHE~ EXISTING SIDEWALK IS REMOVED, IT IS TO BE REMOVED AT THE NEAREST JOINT. 11. NO STOCKING OF MATERIAL IN ROADWAY OR DN SIDEWALK; ALL DIRT OR DEBRIS WILL BE REMOVED FROM THE JOB SITE DAILY, ROADS AND SIDEWALKS ARE TO BE SWEPT DAILY AS PART OF DAILY CLEAN-UP. 12. SAW CUT EXISTING EDGE-OF-PAVEMENT PRIOR TO DRIVWAY CONSTRUCTIDN. 13. DISTURBED AREA WITHIN THE RIGHT OF WAY WILL BE COMPACTED TO 100% OF MAXIMUM DENSITY AND SODDED, 14. DO NOT DISTURB EXISTING UNDERDRAIN OR STORM SYSTEMS. IF FILTRATION BE IS DISTURBED, CONTACT THE AREA INSPECTOR WITH THE PINELLAS COUNTY HIGHWAY DEPARTMENT AT 464-8900 FOR ASSISTANCE. WORK IN FDOT RIGHTS-OF-WAY 1. DRIVEWAY TO BE CONSTRUCTED TO FDOT INDEX. 2. EROSION CONTROL AND SHOULDER SODDING SHALL CONFORM TO FDOT IND#104 & 105. 3, GUARDRAILS SHALL CONFORM TO FDOT IND#400. 4. ALL STRIPING SHALL BE LEAD FREE NDN-SOLVENT 8ASED THERMOPLASTIC AND MEET ACCORDING TO THE FDOT SPECIFICATION SECTION 711, 5. REFLECTIVE PAVEMENT MARKERS SHALL MEET THE REQUIREMENT OF FDOT SPECIFICATIONS SECTION 706. 6, ALL SIGNS WITHIN FOOT RIGHT-OF-WAY SHALL MEET THE REQUIREMENTS OF FDOT SPECIFICATIONS SECTION 700. 7. REFLECTIVE PAVEMENT MARKERS SHALL BE PLACED IN ACCORDANCE WITH FDDT STANDARD INDEX NO. 17352, 8, STRIPING WITHIN FDOT RIGHT-OF-WAY SHALL BE PLACED IN ACCORDANCE WITH FDOT STANDARD INEX NO. 17346. 9. SIGNS WITHIN FDOT RIGHT-OF-WAY SHALL 8E CONSTRUCTED IN ACCORDANCE WITH FDOT STANDARD INDEX NO, 11860 AND SHALL BE PLACED IN ACCORDANCE WITH FDOT STANDARD INDEX NO. 17302. 10. SIGNING AND STRIPING WITHIN FDOT RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). 11. ALL WORK PERFORMED WITHIN THE FLORIDA DEPARTMENT OF TRANSPORTATIDN RIGHT-OF-WAY CONFORM TO: A.) FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (1991), (aka STANDARD SPECS) . B,) FLORIDA DEPARTMENT OF TRANSPORTATION ROADWAY AND TRAFFIC DESIGN STANDARDS, CONSTRUCTION, MAINTENANCE AND UTILITY OPERATIONS FOR STREETS AND HIGHWAYS ON STATE MAINTAINED SYSTEMS, (JAN, 1994), (aka: STANDARD INDEX). COMPLIANCE WITH ALL APPLICABLE INDICES IS REQUIRED C.) FLORIDA DEPARTMENT OF TRANSPORTATION MANUAL OF UNIFORM MINIMUM STANDARDS FOR DESIGN, CONSTRUCTION AND MAINTENANCE FOR STFIEETS AND HIGHWAYS (1989), (aka: GREEN BOOK) . 12. TRAFFIC CONTROL & SIDEWALK CLOSURE ARE TO BE PER FDOT INDICES #600 AND #623 13. APPLICANT MUST NOTIFY THE FLORIDA DEPT OF TRANSPORTATIDN PINELLAS COUNTY MAINTENANCE OFFICE (48) HOURS IN ADVANCE OF STARTTNG PROPOSED WORK. CALL (813) 570-5101. 14. BEFORE CONSTRUCTION IS TO BEGIN, THE APPLICANT SHALL DELIVER TO THE FLORIDA DEPT. OF TRANSPORTATION PROOF OF INSURANCE VERIFYING THAT THE APPLICANT OR THE APPLICANT'S CONTRACTOR HAS COVERAGE UNDER THE LIABILITY INSURANCE POLICY IN ACCORDANCE WITH THE REQUIREMENTS OF F.A.C. RULF CHPT. 14-96,007 (5) (C)6. SEC. 16 RNG. 15 E. TWP. 29 S. I PAYING NOTES 1, PRIOR TO CONSTRUCTING CONCRETE PAVEMENT, THE CONTRACTOR IS TO SU9MIT A PROPOSED JOINTING PATTERN TO THE OWNER'S ENGINEER FOR APPROVAL. 2. THE CONTRACTOR IS TO PROVIDE A 1/2" 8ITUMINOUS EXPANSION JOINT MATERIAL WITH SEALER, AT ABUTMENT OF CONCRETE AND ANY STRUCTURE. 3. ALL PAVEMENT MARKINGS SHALL BE MADE WITH TRAFFIC PAINT IN ACCORDANCE TO FDOT STANDARD SPECIFICATIONS 971-12. PARKING STALL STRIPING TO BE 4" WIDE PAINTED WHITE STRIPES. 9 DURING CONSTRUCTION, ALL STORM SEWER INLETS IN THE VICINITY CF THE PROJECT SHALL BE PROTECTED BY SEDIMENT TRAPS SUCH AS SECURED HAY BALES, SOD, STONE, ETC. WHICH SHALL BE MAINTAINED AND IV,ODIFIED AS REQUIRED BY CONSTRUCTION PROGRESS. 10. ALL EROSION AND SILTATION CONTROL METHODS SHALL BE IMPLEMENTED PRIOR TO THE START OF CONSTRUCTION ANO MAINTAINED UNTIL CONSTRUCTION IS COMPLETE. 11. WHEN CONSTRUCTION IS COMPLETED, THE RETENTION/DETENTION AREAS WIL_ BE RESHAPED, CLEANED OF SILT, MUD AND DEBRIS, AND RE-SODDED IN ACCORDANCE TO THE PLANS. 4. THE CONTRACTOR IS TO INSTALL EXTRA BASE MATERIAL WHEN THE DISTANCE BETWEEN THE PAVEMENT ELEVATION AND THE TOP OF THE PIPE OR BELL IS LESS THAN TWELVE (12) INCHES, 5. STANDARD INDEXES REFER TO THE LATEST EDITION OF FDOT "ROADWAY AND TRAFFIC DESIGN STANDARDS." 12. CONTRACTOR IS TO PROVIDE EROSION CONTROL/SEDIMENTATION BARRIER (HAY BALES OR SILTATION CURTAIN) TO PREVENT SILTATION OF ADJACENT PROPERTY, STREETS, STORM SEWERS, WATERWAYS, AND EXISTING WETLANDS GENERAL CONSTRUCTION NOTES 6. PAVEMENT IN THE PROPERTY SHALL CONSIST OF 1-1/2" ASP HAL T, TYPE S-3, ON 8" LIMEROCK COMPACTED TO 98% OF MAXIMUM DENSITY, ON SUB-BASE COMPACTED TO 98% OF MAXIMIMUM DENSITY PER AASHTO T-180. 7. PAVEMENT IN R.O.W. SHALL CONSIST OF 2-1/2" ASPHALT, TYPE S-1 ON 3" LIMEROCK BASE COMPACTED TO 98% OF MAXIMUM DENSITY, ON 10-1/2" SUB-BASE STABILIZED TO 40 LBR AND COMPACTED TO 98% OF MAXIMUM DENSITY PER AASHTO T-180. 1. ALL THE WORK PERFORMED SHALL COMPLY WITH THE REGULATIONS A~D ORDANACES OF THE VARIOUS GOVERNMENTAL AGENCIES HAVIN JURISDICTION OVER THE WORK. 2 ALL ELEVATIONS ARE REFERENCED FROM NATIONAL GEODETIC VERTICAL DATU~ 3. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS THE CONTRACTOR WILL VERIFY THE LOCATIONS, ELEVA:IONS, AND DItv',ENSIONS OF ALL EXISTING UTILITIES, STRUCTURES AND OTHER FEATURES AFFECTING THIS WORK PRIOR TO CONSTRUCTION. CONTRACTOR'S RESPONSIBILITY NOTE IT IS THE CONTRACTOR'S RESPONSIBILITY TO PERFORM A SURVEY (ACCOMPANIED BY THE ARCHITECT AND OWNER) OF THE ENTIRE PROJECT AREA INCLUDING BUILDING (5) AND SITE IMMEDIATELY UPON OCCUPYING THE WORK AREA AND BY PHOTOGRAPHIC AND WRITTEN CORRESPONDENCE DETAILING ANY AREAS THAT ARE NOT IN A FIRST CLASS CONDITION (SURFACES THAT ARE UNBROKEN, NON-CRACKED, NON-RUSTING, NITHOUT CHIPS, WITHOUT SPLINTERS, OF TEXTURE MATCHING ITS SURROUNDING, WITH NEN APPEARING :=INISHES, AND OPERATING AS ORIGINALLY DESIGNED OR INTENDED TO OPERATE) WHICH WILL REMAIN IN THEIR PRESENT CONDITION AT THE CONCLUSION OF THE PROJECT. THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING THE OWNER A COMPLETE PROJECT IN FIRST CLA'SS CONDITION MEETING INDUSTRY WIDE STANDARDS IN QUALITY AND PERFORMANCE THROUGHOUT THE ENIRE PROJECT AREA BUILDING (S) AND SITE (REGARDLESS OF WHETHER AN AREA IS SPECIFICALLY IDENTIFIED WITHIN THE DRAWINGS AND SPECIFICATIONS OR NOT) UNLESS A IJARTICULAR AREA HAS BEEN DESCRIBED IN THE AFOREMENTIONED PHOTOGRAPHS AND WRITTEN DETAILS. CONTRACTOR HAS THE RESPONSIBILITY TO PROTECT THE EXISTING BUILDING ('S) UTILITIES AND SITE THROUGHOUT THE PROJECT TIME FRAME, SHOULD, DURING THE COURSE 01= THE WORK, ANY AREA OF THE BUILDING (S) AND lOR UTILITIES ANDIOR THE BUILDING (S) AND/OR THE SITE BECOME DAMAGED AND THAT AREA WAS NOT SPECIFICALLY CALLED OUT TO BE ~ PART OF THE CONSTRUCTIDN, THE CONTRACTOR SHALL REPAIR AND/OR REPLACE THE DAMAGED AREA TO THE SATISFACTION OF THE ARCHITECT AND OWNER AT NO ADDITIONAL COST TO THI: OWNER. AS A PART OF THESE DOCUMENTS, A SITE SURVEY ANDIOR SITE DATA, WHEN PROVIDED, AND ANY ADDITIONAL INFORMATION THAT MAY BE PROVIDED BY FACILITIES PLANNING & CONSTRUCTION SERVICES PERSONNEL ARE FOR INFORMATIONAL PURPOSES ONLY, THE OWNER AND HIS AGENT ASSUME NO RESPONSIBILITY FOR THEIR PREPERATION, COMPLETENESS NOR ACCURATENESS AND THE CONTRACTOR IS FULLY RESPONSIBLE WHEN USING SAID SOURCES. THE CONTRACTOR SHOULD USE SUCH INFORMATION ONLY AS A GUIDE TO THE SUSPECTED LOCATION OF UNDERGROUND SERVICES, INCLUDING BUT NOT LIMITED TO: 4. THE CONTRACTOR SHALL CHECK THE PLANS FOR CONFLICTS AND DISCREPANCIES PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE OWNER'S ENGINEER OF ANY CONFLCTS OR DESCREPANCIES BEFORE PERFORMING ANY \~OHK IN THE AFFECTED AREA 5. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN AREAS OF BURIED UTILITIES, AND SHALL PROVIDE AT LEAST 48 HOURS NOTICE TO THE VARIOUS UTILITY COMPANIES, IN ORDER TO PERMIT MARKING THE LOCATICNS OF EXISTING UNDERGROUND UTILITIES, IN ADVANCE OF CONSTRUCTION, BY CALLING "SUNSHINE" AT 1-800-432-4770. MINIMUM OF 2 DAvS AND MAXIMUM OF 5 DAYS PRIOR TO THE START OF CONSTRUCTION THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL UTILITIES NOT INCLUDED IN THE "SUNSHINE" PROGRAM. 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR CONSTRUCTION SAFETY. SPECIAL PRECAUTIONS MAY BE REQUIRED IN THE VICINITY OF POWER LINES AND OTHER UTILITIES. 7. ALL UNDERGROUND UTILITIES MUST BE IN PLACE AND TESTED AND INSPECTED PRIOR TO BASE AND SURFACE CONSTRUCTION. 8. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR WITH THE PERMIT AND INSPECTION REQUIREMENTS OF THE VARIOUS GOVERNMENTAL AGENCIES. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, AND SCHEDULE INSPECTIONS ACCDRDING TO AGENCY INSTRUCTION. WATER SUPPLY STORM SEWER ELECTRICAL POWER IRRIGATION LINES FIBER OPTIC CABLES FIRE ALARM SYSTEM CABLES CONTROL WIRING SYSTEMS SAN IT ARY SEWER NATURAL AND LP GAS LINES RECLAIMED WATER SUPPLY T.V, CABLES TELEPHONE CABLES SECURITY WIRING SITE UNDERGROUND MECHANICAL INCLUDING INSULATION 9. THE CONTRACTOR SHALL SUBMIT FOR APPROvAL TO THE OWNER'S ENGINEER SHOP DRAWINGS ON ALL PRECAST AND MANUFACTURED ITEMS WHICH ARE FROM THIS SITE. FAILJRE TO OBTAIN APPROVAL BEFORE INSTALLATION MAY RESULT IN REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE. ALL SHOP DRAWINGS ARE TO BE REVIEWED AND APPROVED BY THE CONTRACTOR PRIOR TO SUBMITTAL TO THE CLIENT'S ENGINEER. 10. AT LEAST THREE (3) WORKING DAYS PRIOR TD CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND APPROPRIATE AGENCIES, AND SUPPLY THE~1 WITH ALL REQUIRED SHOP DRAWINGS, THE CONTRACTOR'S NAME, ST ARTI NG DA TE, PROJECTED SCHEDU~E, AND OTHER I NFORMA TI ON AS REQU I RED ANY WORK PERFORMED PRIOR TO NOTIFYING THE ENGINEER, OR WITHOUT AGENCY INSPECTOR PRESENT, MAY BE SUBJECT -0 REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE. IT WILL BE THE CONTRACTOR'S RESPONSIBILITv TO DETERMINE THE SPECIFIC LOCATION OF THE UNDERGROUND SERVICES BY CAREFUL HAND EXCAVATION ONLY UNLESS OTHER MEANS ARE APPROVED BY ARCHITECT AND OWNER BEFORE BEGINNING THE WORK. THE CONTI1ACTOR SHALL REPLACE OR REPAIR, PER SPECIFICATIONS, ANY AND ALL DAMAGED UNDERGROUND SERVICES AS LISTED ABOVE AT NO ADDITIONAL COST TO THE OWNER 1. TRENCH EXCAVATION 11.BACKFILL MATERIAL SHALL BE SOLIDLY TAMPED AROUND PIPES IN 6" LAYERS UP TO A LEVEL OF AT LEAST ONE FOOR ABOVE THE TOP OF THE PIPE. IN AREAS TO BE PAVED, BACKFILL SHALL BE COMPACTED TO 100% MAXIMUM DENSITY AS DETERMINED BY AASHTO T-99. - INCLUDE OSHA STANDARD 29 CFR, SECTION 1926.650 SUBPART p, WHICH IS NOW A PART OF LAWS OF FLORIDA CHAPTER 90-96. - THE CONTRACTOR SHALL PROVIDE WRITTEN ASSURANCE OF COMPLIANCE WITH THIS LAW - A SEPARATE COST ITEM IDENTIFYING THE COST OF COMPLIANCE 12,SITE WORK CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF AT LEAST 3,000 P. S. I. IN 2B DAYS, UNLESS OTHEP,\~ISE NOTED. 13.ALL PRIVATE AND PUBLIC PROPERTY AFFECTED BY THE WORK SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN EXISTING CONDITIONS UNLESS SPECIFICALLY EXEMPTED BY THE PLANS. ADDITIONAL COSTS ARE INCIDENTAL TO OTHER CONSTRUCTION AND NO EXTRA COMPENSATION IS TO BE ALLOWED - A TRENCH SAFETY SYSTEM SHALL BE DESIGNED BY THE CONTRACTOR, AND APPROVED BY THE ENGINEER. - A SEPERATE COST ITEM IDENTIFYING THE COST OF COMPLIANCE, 2. ALL RETENTION AREAS, STORM SEWER PIPING, STORM SEWER STRUCTURES, ETC. MUST BE IN PLACE AS PART OF THE FIRST PHASE OF CONSTRUCTION. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ACCOMMODATE POSITIVE DRAINAGE THROUGHOUT COI~STRUCTION TO AVOID FLOODING OF THE ADJACENT PROPERTIES, ANY FLOODING THAT MAY OCCUR DUE TO THIS WORK WILL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 3. THE USE OF ELECTRONICALLY STORED DATA IS INTENDED FOR INFORMATIOI~AL PURPOSES ONLY AND NOT TO BE USED FOR CONSTRUCTION. CONTRACTOR MUST UTILIZI: SIGNED AND SEALED DOCUMENTS FOR CONSTRUCTION. CLEARING AND GRUBBING NOTES 1. PRIOR TO ANY SITE CLEARING, ALL TREES SHOWN TO REMAIN ON THE CONSTRUCTION PLANS SHALL BE PROTECTED IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY'S TREE ORDINANCE AND DETAILS CONTAINED IN THESE PLANS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THESE TREES IN GOOD CONDITION, NO TREI:S SHOWN TO REMAIN SHALL BE REMOVED WITHOUT WRITTEN APPROVAL FROM THE OWNER. 2. THE CONTRACTOR IS TO PREPARE THE SITE PRIOR TO BEGINNING ACTUAL CONSTRUCTION IN ACCORDANCE, WITH THE SOILS TESTING REPORT. COPIES OF THE SOILS REPORT ARE AVAILABLE THROUGH THE OWNER OR THE SOILS TESTING COMPANY QUESTIOI~S REGARDING SITE PREPARATION REQUIREMENTS DESCRIBED IN THE SOILS REPORT ARE ro BE DIRECTED TO THE SOILS TESTING COMPANY. 3. THE CONTRACTOR SHALL CLEAR AND GRUB, ONLY THOSE PORTIONS OF THE ~3ITE, NECESSARY FOR CONSTRUCTION, DISTURBED AREAS WILL BE SEEDED, MULCHED, OR PL,~NTED WITH OTHER APPROVED LANDSCAPE MATERIAL IMMEDIATELY FOLLOWING CONSTRUCTION. 4, THE TOP 4" TO 6" OF GROUND REMOVED DURING CLEARING AND GRUBBING SHALL BE STOCKPILED AT A SITE DESIGNATED BY THE OWNER TO BE USED FOR LANDSCAPING PURPOSED, UNLESS OTHERWISE DIRECTED BY THE OWNER. 5. ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHALL BE DISPOSED OF OFF-SITE IN ACCORDANCE WITH APPLICABLE REGULATIONS, ONLY "GRADING BY HAND' IS PERMITTED WITHIN THE CANOPY LINE OF TREES THAT ARE TO REMAIN. 6, THE CONTRACTOR IS TO OBTAIN ALL NECESSARY PERMITS FOR REMOVING ANY EXISTING STRUCTURES. 7, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL UTILITY COMPANIES TO DISCONNECT OR REMOVE THEIR FACILITIES PRIOR TO REMOVING OR DEMOL[SHING 8, THE CONTRACTOR WILL BE RESPONSIBLE FOR MAKING A VISU~L INSPECTION OF THE SITE AND WILL BE RESPONSIBLE FOR THE DEMOLITION AND REMOVAL OF ALL UNDERGROUND AND ABOVE GROUND STRUCTURES THAT WILL NOT BE INCORPORATED WITH THE NEW FACILITIES, SHOULD ANY DISCRPANCIES EXIST WITH THE PLANS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING THE OWNER AND REQUESTING ~ CLARIFICAT[ON OF THE PLANS PRIOR TO DEMOLITION. i4.ALL OISTURBED AREAS WHICH ARE NOT TO BE SODDED, ARE TO BE SEEDED AND MULCHED TO DOT STANDARDS, AND MAINTAINED UNTIL A SATISFACTORY STAND OF GRASS, ACCEPTABLE TO THE REGULATORY AGENCY AND ENGINEER OF RECORD, HAVE BEEN OBTAINED. ANY WASHOUTS, REGRADING, RESEEDING, AND GRASSINS WORK, AND OTHER EROSION WORK REQUIRED, \~ILL BE PERFORMED BY THE CONTRACTOR, UNTIL THE SYSTEM IS ACCEPTED FOR MAINTENANCE BY T~E REGULATORY AGENCY AND ENGINEER OF RECORD. ' i5.THE SOILS ENGINEER IS TO SUPPLY THE ENINEER WITH A PHOTOCOPY OF A" COMPACTION TESTS, AND ASPHALT RESULTS. THE SOILS ENGINEER IS TO CERTIFY TO THE ENGINEER OF RECORD, IN \~RITING, THAT ALL TESTING REQUIREMENTS, REQUIRED BY THE LOCAL REGULATORY AGENCY, AND THE FLORIDA DEPARTMENT OF TRANSPORT A TION (FDOT), FOR THE IMPROVEMENTS, AS REQUIRED BY THE ENGINEERING CONSTRUCTION DRAWINGS, HAVE BEEN SATISFIED . 16,THE CONTRACTOR SHALL MAINTAIN A COpy OF THE APPROVED PLANS AND PERMITS AT THE CONSTRUCTION SITE, 17.THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTIO\ SAFETY. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND METHODS FOR CONSTRUCTION SITE SAFETY. 18,ALL SODDING, SEEDING AND MULCHING SHALL INCLUDE WATERING AND FERTILIZATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THESE AREAS UNTIL THE PROJECT IS COMPLETED AND ACCEPTED BY THE OWNER. 19.ALL PIPE LENGTHS ARE PLUS OR MINUS, PIPE MEASUREMENTS ARE CENTER TO CENTER OF STRUCTURES DR FITTINGS. PIPE MEASUREENTS FOR MITERED END SECTIONS ARE TO END OF PIPE. 20.EXISTING PAVEMENT SHALL BE SAW-CUT WHERE NEW PAVEMENT IS TO BE ADDED OR EXISTING PAVEMENT TO BE ELIMINATED 21. ADJUSTMENTS OF INLETS, JUNCTION BOXES, Mil,NHOLE TOPS, 'viA TER V ALVES, WATER METERS, ETC., SHALL BE INCLUDED IN THE CONTRACTOR'S BID AND NO CLAIM SHALL BE MADE AGAINST THE OWNER OR ENGINEER FOR THESE ADJUSTMENTS, IF REQUIRED. 22. ALL BACKFILL OVER ANY PPE (STORM SEWER, SANITARY SEVIER, OR WATERLINES) THAT IS INSTALLED UNDER ROADWAYS OR WITHIN THE EMBANKMENT OF THE ROADWAY, SHALL BE COMPACTED IN ACCORDANCE WITH F. D. 0 T. STANDARD SPECIFICATIONS, SECTION 125-8.3, LATEST EDITION. 23.THE CONTRACTOR PERFORMING TRENCH EXCAVATION, IN EXCESS OF 5 FEET I~ DEPTH, SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION'S (OSHA) TRENCH EXCAVATION SAFETy STANDARDS, 29 C.F,R., S,1926.650, SUBPART P, INCLUDING ALL SUBSEQUENT REVISIONS OR UPDATES TO THE STANDARDS AS ADOPTED BY THE DEPARTMENT OF LABOR AND EMPLOYMENT SECURITY [DLES) 24.CONTRACTOR TO COORDINATE THE POINTS OF CONNECTIONS OF THE UTILITIES WITH DIFFERENT SUBS, SITE CONTRACTOR TO CONSTRUCT THE UNDERGROUND INFRASTRUCTURES i. e. SAN IT ARY SEWER, STORM SEWER, WATER LINES, FIRE LINES, ETC., TO 5' OUTSIDE OF THE BLDG (S). THE PLUMBING CONTRACTOR TO CONNECT AND MEET THE INVERT ELEVATIONS OF THE SAID UTILITIES, ANY UTILITY WORK PERFORMED WITHIN 5' OF THE BLDG. ShALL BE THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR. ALL WORK SHAL~ COMPL Y WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES, ORDINANCES AND REQUIREMENTS. 25.ALL WORK SHALL BE PERFORMED AND FINISHED IN A WORKMANLIKE MANNER TO COMPLETE SATISFACTIONS OF THE ARCHITECT/ENGINEER IN ACCORDANCE WIT~ THE BEST RECOGNIZED TRADE PRACTICES. 26.DEVIATIONS TO THESE PLANS AND SPECIFICATIONS WITHOUT CONSENT OF THE ENGINEER MAY BE CAUSE FOR THE WORK TO BE UNACCEPTABLE. ANY POTENTIAL DEVIATION WILL REQUIRE WRITTEN APPROVAL FROM THE ENGINEER. 27,SIGNS, BUFFER WALLS & FENCES ARE SUBJECT TO SEPARATE SUBMITTAL (S) AND PERMITTING, ANY POTENTIAL DEVIATIONS WILL REQUIRE WRITTEN APPROVAL FROM THE ENGINEER. OR\G\NAL SE.PI ~ c:::> CD c:::> r,. . ::: ,:;:; "-J ~ ~,C"j ,.'\, '. ~\'\ :2 0- .: "",\ IZ'-" . \ '. 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