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FLD2003-08038, PLT2003-00012 FLD2003 -0803 8 TREE TOPS AT DRUID TOWNHOMES 2525 DRUID RD ,,',x' , ..,<~at~~ , ,:~..::' /,1:~' :'l . ,:" ..~ , y 'lV5;Z-'"=?":;' ~/ ~:,0,,,' ,< , ,:d'; "",:," " , ;" a' ~:(,lf,O~G? ,,', \","\C~~.05'''''O? ,','-" " ",", (" .",,', ,\'" ,." :';. '\,:; :"'\.,\fo> ' , ." ,.: ,,' . ~; ,! ,,>, .~ f . I - I 99'-0" mij~ ~, ~~ C) C) I~ ~t' ~ ~ 19'-8" 19'-8" 19'-8" 19'-8" 19'-8" ~------------~------------~------- ----~-- ----~ ~ 1 I 1 - I ------ I ------------ I Q :3 IS ~ Ie ~ >- W U W ~ I!: o '" a. ,. r , I I I I I S J) <( ~ ) )) <( t'- "I > , ~ ';r !, I! I~ . :\ I~ ~I ~I I~ ~I I~ ~I I GAME ROOM \ GAME ROOM I GAME ROOM I GAME ROOM I GAME ROOM I '0 I 0 '" UP UP UP ~ ~ - '-- '0 I ~''Y ~''Y i\=r S' \IOlli(l \'i1 I I I I I I I----l I----l ENTRY .IM.IEY ENTRY ENTRY ENTRY ..., r I h r ..., r I h r h r I 1 CAR GARAGE 1 CAR GARAGE J CAR GARAGE 1 CAR GARAGE 1 CAR GARAGE - '0 I ~ I I I I I I I L- I -==r L- I ....=....J I I I I 8'-8" 11'-8" '1'-8" 16' 0" 11'-8" ". B" 16' 0" 12' 0" Z <l: -' 0.. ..... a:: -' a >- a ;:: -' u.. >- >- ..... ..... U1 :I: a:: Vl G: 0 z >- ro u ..... El ro -, 0 I z e:: ~ a. .... 0 l<l I l<l ,b " g Ii " ~ ~ ~ ~ ~ ~ () ..I ..I ~ ~ ~ W a: ~ ~ 3! Iii; . Iwi ~~~~ dffi~i7j Vl >- Z <l: !:; :::J Vl Z a u '. FIRST FLOOR PLAN: BUILDING 1 : BUILDING 2 OPPOSITE HAND N~ SCALE l/S" = "-0" BUILDING INFORMATION I SQUARE FOOTAGE TYPICAL UNIT SQUARE FOOTAGE - PROPOSED BUILDING HEIGHT 1 ST FLOOR LIVING - 2ND FLOOR LIVING - 3RD FLOOR LIVING - 320 S.F. TOP OF ROOF 597 SF. HIGHEST PARAPET 645 S.F. 28'-5" 34' -8" . , , ~ -' <( w Vl TOTAL LIVING 1,237 S.F. GARAGE - 1 ST FLOOR PORCH - 2ND FLOOR BALCONY - 228 S F, 118 S.F 80 SF SET NO SHEET GRAND TOTAL 1,663 SF z ~o O....m -~":" ~ ~~ r:x: ...... o ~~ a.. irl ~ r:x: I- LL. o () Zw C!:J~ -w ff3~g c ;!~ <C c< Z~~ :J :I: ~ o !5c{ r:x: ~ D- <C ... ~ () ~~ ","'en N '" DO ~ ~.... ~ ~ ;; '" ~ ~ A-1 OF 36'-0. 3' 4. 32'-8" V> fit n :> rn - !;; n ~ ~!ii '- C a: Z "I I~ " a .. 0 -. .1.: , "1'1 Z e: r- z C z c I~ <;) ;0 ::II ~ ." II ~ 5: ,... '" ~ <: " Z Z a: <;) .. ;0 c: Ii ~~ 0 0 - , s:: r- a: a ~ - f-'i_J z In .... --~~8i---- .. - - - c: --00---- - r- a c-i\ - z In ~ .~ I N ~ ,... f'l ZG <: C z x~ z ." <;) ." ;0 c I 0 0 '" fit s:: " - " a: .... rn / 0 z z z ,. Z Z <;) a .. ;0 ~ig " e: ~ "I ~ k--- - .. 2 ..I I~ ~!ii " e: z z Z ~ <;) ;0 s:: II '" '" " ,... '" ~ <: ~ ~ z (;) Ii ~~ ) ;0 0 0 , s:: a: 'r~~ f-._) -- - -lB~8i - - - ~f-- - - --00--- II f-. - i\ ~ 11m ) ,... ~ z <;) ~ ;0 I 0 0 '" " s:: ~ / 0 z z Z <;) "! ;0 rr6'~g , e: ~ "I I~ k--- - - ... 2 ..I I~ ~;~i q z z z ~ (;) ;0 ~ ~ I r '" I~ <: ~ Z <;) II ;0 0 '" 0 " s:: 0, i=-= f-.-J z ffi 1---t8~81---- - / ~I Vl SEAL SCHEMATIC 8-20-2003 PROJECT NO SHEET TITLE CONSULTANTS CLIENT PROJECT f'l -i GLOBAL FINANCIAL INVESTMENTS LLC. DES DEV TREE TOPS AT DRUID z APPROVED BY SECOND FLOOR PLAN 300 6th STREET ffl JIIVl 0 CONST DOC SAFElY HARBOR, FLORIDA 0 . i!i PROG PRINT DRAWN BY .., N~ ADDENDUM CAROLINA DESIGN CORPORATION REVISIONS 1 2 3 301 SOUTH MACDILLAVENUE TEL. 813-505-8749 REVISIONS 4 5 6 TAMPA, FLORIDA 33609 FAX. 813-873-1960 ~ RESlDOOlAI. DtSOGN TEl.81')-~87"9 "" III c: - .... a E In Nt o " " o M =i In :z: ,. z a 36'-0" 3'-4" 32'-8" f- I i I ''''IF ~ ROO "NEH I~I~ ---- I~ I I; a> P.E V~ -- li ~ 1 ~ ~ 6h:::::: ^ ^ LJ ~~ OJ ~ ! [Jrgf'.. )<t J> Vl -i '" I ~ I--- ~ ~ ~ 8 ~ 0 ~ ~ ~ Q Q - - - 8 0 0 ! ~ ; ~ ]rg E ^ = :I' LOW WALL ~I ~ " ~I ~ ~ q I~ I I 1--.J1; i --- UNEN I 18 SHElf 6:; ROO ~-- I I SHElf ~ ROO I I ~ i --- UNEN I~ I~I~ a> PE V~ li ~ 1 " lOW WAU q ~ a~L: ^ ~~ OJ 0 < ! [Jr9f'.. )<( ; , - ~ ; ~ 8 ~ Q Q - - - - 8 0 0 ! ~ ; ~ i , ~ ~ [lrgV )<( 1/ ~Wl g~C V v~ !: ~ r a> [}r9 E ^ = ~ LO"~ " q I~ ~ I :> ~ I I o I ~ i - UNEN I ----" ~ SHELF II: ROD I ,...-- - - I I SH[Lf at ROO I ~ i --- UNEN I~<: I~ I~ "! P.E Vi --, Ii ~ 1 ~ ~ a~L '^ ^ ~~lrctJl ~ ] ! [lrg )<t i ~ I--- ," ~ ~ q 8 ~ Cd Q -- - / """ <D ," ~ l'l ... /? :z: '" - - :1:1I ~ a , "II -. .... ~ 0 o :1:1I " s: z "" III c: - .... a E In .... <D " ~ iO :g I" I' ~ ~ <D " ~ .. ~ z ffi Vl SEAL SCHEWATIC 8- 20- 2003 PROJECT NO SHEET TITLE CONSULTANTS CLIENT PROJECT '" -t DES DEV GLOBAL ANANCIAL INVESTMENTS L.L.C. z THIRD FLOOR PLAN 300 6th STREET fI7 TREE TOPS AT DRUID :'Vl 0 caNST DOC APPROVEOBY SAFETY HARBOR, FLORIDA o . ~ PROG PRINT DRAWN BY ~ W~ ADDENDUM CAROLINA DESIGN CORPORATION REVISIONS 1 2 3 301 SOUTH MACDlll AVENUE TEL. 813-~749 REVISIONS 4 5 6 TAMPA, FLORIDA 33609 FAX. 813-873-1960 - - ~ RESlDENTW. DESIGN TEL. 813-~8749 ~ IE :;; m ~= It' m 7" 1ft q < = a z I I I ~ I I I I """"""'" I I ~C I Eff33 I III::::] I I I EEEttBI I I I I I \i I Em:~ ! ,..... I OJ D D ~ rn ' ,;~ EJ D D 1m! 9 m::0 r I ~ D D III I~IS I rim I fj I D D [I) I I I I ~ -$- ~ I I I ,....., JDD~ Em ~ i I I I 80011 I ~ I E DOli DOli lmI>-l) , I I I I" I I I I I I I " " I II I Eff331 I~I I I I I TIIII ~C I I I I I I = !1 I -$- 6C = I I I EEEttBI I Eff331 g :<<<K I I // I I I I ...... I I !JDD~ JJDD~ Em ~ I I I Em ~ I ~ I[JOOrIJ (i IE] D D ~ I I I .... \ -$- aDD~ I ........ I \' I K<<~i I~VI I:::l: nr 1 1 k g DO-1m] t::t III I II _ t"""t" I II I 11 UJDDlII I I ~ I IIml I I! [IJOOIJ I I I) II I I I I '} I - EEEttBI ~! ICJI I I ~c I I I I I \1 I -$- ~c I I = I I Eff331 I ICJI I EEEttBI I I I I 7 I I \1 EJDDIi I I IIi I 800lll II ~ DOli [l]ODII I I I I I I I ~ I I I -"0 -., to -.,~ @;-i N -Iv. ;" 1- ;" I- ....... 0 00 '.j>. -., - o _ 0 .j>. . I :!:' I I ~ : Vl : -100 C>-IUl -Coo ::0 fTl :c : :C::O : }> : Vl () ::0 -cC ::0 -I 0 OVl }> -., r ::0 z o o -., r ::0 -., r ::0 ZVl -I -C fTl -I V> SEAL SCH[WATIC 8- 20- 2003 PROJECT NO SHEET TITLE CONSULTANTS CLIENT PROJECT 7"1 -i GLOBAL ANANCIAL INVESTMENTS LLC. DE:i DEY TREE TOPS AT DRUID z APPROVED BY WEST ELEVA liON 300 6th STREET tf7 :.'" 0 CONST DOC SAFE1Y HARBOR, flORIDA o . i!i PROG PRINT DRAWN BY ".. ~ ADDtNDUM CAROLINA DESIGN CORPORATION REVISIONS 1 2 3 301 SOUTH MACDILL AVENUE TEL. 813-505-8749 REVISIONS 4 5 6 TAMPA. FLORIDA 33609 F~.813HB73-1960 ~ RESlDENllAl OESlGH TD... 81)-505-8748 ~ :z '" == ;;. I .. b: . ... = ... .. = :::I o . .. :::II o .. o .. ... iii B ... :::II a :::II n o S == .. n :z ... . ... " c:::J] II II EEEEHJ ~ ie ~? tt;.'" '1 ~ . 'I, :j #i; Q '01 /;$. 0 ~ - '. ...J ~~ t '!Ii: 11 ,.,t;:' ( j ~m 1 j t) I J '" I ' ~ !' ," "I c. '" I'; J "'liil'I,,1 t, 1: ,"I~~ 1 i ','\'1)1 'll , 'I /.l ~'l IDI ~ ~ N . I I I ~ I I I I "-~.~ '.",. "">~' tit 3'P r-lO \1- If ~ "-'''.;~~'' Ii ~ 1t\ 0- Il Ii ~;: $t...... ! '< Ii I" ,'I; 'c:::lI 11,~I ~I I' iA -~ V'I "I!'~- I \ 1''''''>, ' t:::. i "0 . I \ ",;0":'< 1!~~ I 'll ^ ,,.,.,,,,,,,. =- 1 i; \~ Ji~1 !:(; " II, ;It) Q ~ ' \~- ~- I'; II t'J.. -< ,_ I, '-'~I I" 1\ _I \- i' I ~~ lie i:L IIJ! ~ ~~9-.1 ',-.., ,-"... - ., - 'i ", ...... i > =- -,~~, -.'." '!l9J. ~"".1 . " .....! =:Ji ~~ ~ ...... "" iOIliI? ~~f t!! ;~i Iff ~! ~ ~i~ ~i~ ~~~ t'; ~ '. Cl fli ~ ,~ I j; 'Q) l~ i~ ~~ i fl ~t ~r ~j ~~ Ii ,,11 i' i! 'tl Q. ",1.1 \:I.' :~ ;i ~~ -Lh... N '., "II :Ie ~, irt1 ~I '" SEAL SCH[WA1IC 8-20-2003 PROJECT NO SHEET TITLE CONSULTANTS CLIENT PROJECT ,., --< ots o(v PROPOSED COLOR GLOBAL FINANOIAL INVE8lMENT8 L.LO. 1AEE 1OP8AT DRUID z APpROV[O BY SCHEME 900 BIl STREET tIT ,.'" 0 CONST. DOC SAFETY IMR8OR, R.ORIDA o . i!i PIlOC PRINT DRAWN BY 'T1 UI ~ olDOEMDOW CAROLINA DESIGN CORPORATION REVISIONS 1 2 3 301 SOUTH MACDILL AVENUE TEL 813-505-8749 REVISIONS 4 5 6 TAMPA, FLORIDA 33609 FAX. 813-87S-1960 " II, ::~' , :i ", " . ~", ' ,;,:1,' &:"',l l" , .D ~ ~ 11 ,i IW~~ ~ ilf";'1 (7f' {I,,'I"',/' <",; !:> n B' ", f ~ It) ,..r~?' .~~ I ~ 1-0 't:t :I~ 11)'ln', I' j). - I " ~ 'I<j~ I ~ 't~'t,lI, I I~"'"''' ' ~ J!" ; 11:;1, " ~:;: JI j,,/"..~ \) c; ..;J f._I 0 -M(:I; ,[;. ...:; a J'i3) .. ,.... o ll''i''''," , I',' , , I' '1 >,1 I L~._~ ;' \ i ! t ! "", ' 1 I I, 'I ~ ~ RE5IDENlloll Dt'JlOtl lO... B13-~I!74g '. .. 99'-0" 19'-8" 19'-8" 19'-B" 19'-8" 19'-B"' 1------------1------------1------------1------------1------------1 I 1 I I I I I I I r:t) > C .l..' .I.) '\ < C... J. > :r r~ 81 .,..., ;r : I I. :1 I! :1 ~I I~ ~I I~ ~I GAME ROOM GAME ROOM GAME ROOM GAME ROOM I GAME ROOM I I I I I \:, I '0 .., ~ ~ ~ UI' .-':!... \:, I I\=~ .~ ~yy ~Y'"r \=y 1\(1 I I I I I I 1----1 I------'r ENTRY ENTRY ENTRY ENTRY ENTRY Ih r 1 , r Ih r I .., r .., r I 1 CAR GARAGE 1 CAR GARAGE 1 CAR GARAGE 1 CAR GARAGE 1 CAR GARAGE \:, I ~ I I I I I 1 I --.J .C- I -----l L-.J I L..:::::r I I 8'-8" 11'-Boo I 11-8" 16' O. '1'-8" I 11' S" 16'-0. 12'-0" , FIRST FLOOR PLAN: BUILDING 1 : BUILDING 2 OPPOSITE HAND N~ SCALE 1/8" = "-0" BUILDING INFORMATION / SQUARE FOOTAGE TYPICAL UNIT SQUARE FOOTAGE - PROPOSED r--' ~ --=:> ~" Q~-" r;-~ 7 I\. _;( - :- ~ ,I i.."J ~- ~ I" L7'-U\d~ ':J ..'..-==;J ~ ....----- BUILDING HEIGHT 1ST FLOOR LIVING - 2ND FLOOR LIVING - 3RD FLOOR LIVING - TOP OF ROOF HIGHEST PARAPET 28'-5" 34'-8" 320 S.F, 597 S.F. 645 5 F. NOV 0 6 2003 TOTAL LIVING 1,237 5 F GARAGE - 1ST FLOOR PORCH - 2ND FLOOR BALCONY - ?' .'-,.~,-:\~~:~~' G~~~: .;~ ;~;:'~r:T ___', - ::.,,' ....,..,,~ 1 " '_, ',,,,{ ~ l:i J \j'd- \u-a~-y~..,....... ..u........ 228 5 F. llB S.F. BD S.F. GRAND TOTAL 1,663 S.F. ma~ ,,~ l!:~ (!) (!) I~ Q 5 a: Q ~ ~ ~ .... w w u I!: w ..., 0 Q: D- o .J .J ~ ~ ~ w ~ ~ ~Ij;;c{ Otug ~wa: [L~~ .... oJ ~ Z <1& ZO)o wB ::j...llc ~~ ut!J U) O~.... I- ~ e( l5 cp a: ~~ o ~~ '" a.. ill ~ .... a: I- LL. Z <d: 0 :; => U '" Z Zw 0 u C!J~ -w ffi~~ c ~~ z e( C< <( ...J zi~ 0- w a:: ::i :I: ~ ...J a .... a 05.{ >= ...J '" a: 00. .... w .... e( ~::E w III :I: a:: U ~~ III G: 0 Z .... Ii U w e ..., "''''0> 0 ~ Q: D- 11 .., NltllO ~ I ~ I ., _,,;r-- u ~ u 0 ~ ~ ~ " ~ 0 ~ z z ~ ~ 0 0 ~ ~ " ;;; ;;; ~ ~ ~ ~ ...J <( W '" SET NO SHEET A-1 OF ". . 36-0" J'-4. 32'-8" 1Il rn :> "' - !;; - n ~iU ~ 0 z ~I II " 1:1 "! -. ~. !:2 ~ "II z r- ~ 0 z 0 ~ C'l :II ;0 ~ ." ~ I S; r- i<! Z Ii ~ , z ~ .. C'l ... II ;0 c: 0 - ~ 0 r- s::: 1:1 ~ - f-~-) Z I:) ... '" --~~8-I---- 0 ... - ~ '" - c: '" --00--- ~ ..- - ~ : r- 1:1 -- - I !~ z I:) N ~ r- <: 0 z ." g; C'l ." ;0 0 I 0 0 oo rn i!i s::: ~ - -t "' 1/ !:2 :z: z ,. ~ z Z C'l 1:1 '" ;0 Irdig " "\ ~ ~I II k---- - - - "! ~ ~I II ~liU ~ ~ . oo oo r- oo l~ <: ~ ~ z C'l II ;0 0 0 ~ s::: -= ~-) --~~8f----1 -- - - --00--- ~ -- ~ I l~ r- <: z ~J C'l ;0 1\ i!i 0 '-----' 0 oo s::: " ~ / !:2 z z z C'l '" ;0 ~~g " 0, ~ ~I I~ ~- - - - '" ! ~I II ~!iU " "\ ~ II ~ r- oo l~ ~ ~ z C'l I~ ;0 0 ~ 0 " s::: "\ F'= ~.-J z ffi ~--~~8-I--- - - / ~\ Vl SEAL SCHEMATIC 8-20-2003 PROJECT NO SHEET TITLE CONSULTANTS CLIENT PROJECT IT1 .... GLOBAl FINANCIAL INVESTMENTS LLC. DES OEV mEE TOPS AT DRUID z APPROVED BY SECOND FLOOR PLAN 300 6111 STREET R :':-Vl 0 caNST DOC SAFETY HARBOR, FLORIDA PRQG PRINT DRAWN BY 0 . i::i ..., ~~ CAROLINA DESIGN CORPORATION ADDENDUM REVISIONS 1 2 3 301 SOUTH MACDILLAVENUE TEL 813-505-8749 REVISIONS 4 5 6 TAMPA, FLORIDA 33609 FAX. 813-873-1960 ~ RtSlOENTlAl. OESICN ltl. B1J-~e7-4g r . .. 11II c: - ,.. a ii en N c ." ." C M ::; m = ,.. z a 36'-0" 3'-4- 32'-8" - - I i I SHELF · ROO lINEN I I ~ ---- I'---I~ "! Or9E I~ ~ .~ --- Ii ~ ~ I~ aiL: ^^ ~~ IT] ~ u ! [Jrg [:X(. i :: , - a: 8 I ; I Q Q I.-- I-- - - 8 0 0 ! I , I i I -=- a: 0r9 :xl ~[O · c ~ ~ 1/ QjIC v v I ~ D> [Jrg E ~ = /' LOW _AU ~I ~ , ~I ~ ~ q I I ~ - ~ IL- JI: ii lINEN I 8 SHElf I: ROO ~-- - I i I SHElT · ROO UNEN T ,-----, 1 ~ 1---- I <: D> tJtg E ~i -- I~ Ii ~ 1 ~ ~ 0l1L: ^ ^ ~~ IT] ~ ! '[leg '" 1><1 i , 0 l i a: i 0 Q Ie----- I-- - 8 0 0 ! l i l i , - a: :xl [Jrg 1/ ~[O! f\ g~C v v r !:L!i "! [}9 E ~ = LOW_AU , q II ~I n :!! I I ~ -- g I . I ~ i SHELF . ROO UNEN I 8 ~-- - - I I SHElF .. ROO I I ~ ii --- lINEN "! }9E Vi II f~l~ ~ lOW WALL I"'" aiL: ~ ~~ []] ~ ! [leg", IX i ~ " n I ~ q i Q Q -- / ~ m " a: rJ ... ~ :5 - :a 'D! a , ." -. ,.. ~ c c :a ." S; Z "" III c: - ,.. a ii a:t .... m " a: m m m ~ ~ m " a: m ~ z ffi Ul SEAL SCHEMAnc 8-20- 2003 PROJECT NO SHEET TITLE CONSULTANTS CLIENT PROJECT M -i DES DEV GLOBAL RNANCIAL INVESTMENTS LLC. z APPROVED BY THIRD FLOOR PLAN 300 6th STREET ffl TREE TOPS AT DRUID :l:aVl 0 CONST DOC SAFETY HARBOR, FLORIDA o . i!i PROG PR1MT DRAWN BY ..,W~ ADDENDUW CAROLINA DESIGN CORPORATION REVIS10HS 1 2 .3 301 SOUTH MACDILL AVENUE TEL. 813-505-8749 REVISIONS 4 5 6 TAMPA, FLORIDA 33609 FAX. 813-873-1960 - - ~ RESlOENTlAl DESlCN TEL 1S1J-~1!I149 .r . ~ IE :;; "' _fn ~ .... " III - ... " III q < = ;; z I I I A I I I I """"""'" I I ~c I ~ I g I I ffiHEl I I I I Elm) ! ...... I \i .~ D D ~ ::::QI II I II t:"l/ D D ~ ::::nrll- T II .h"fC --1"'1111' II ~ ~ D D II I I 1/1"')) I :r II III ~~f, T II I II D D II ~I ---t- II I g ~6 rrp;, I I ...... --. I I I ....... [!]DDII , I III ">> I =:::I: II I II I I ~"3.tl ODDlI I I ID-1I] I :::::I: II I II ~ ~4 IIIII~ FlrTl' < ~DDII I , III~) ~~ i"lrTll LJOOII IIIIIH 1 r--t" II , II I Ii " "" I t-+ II I II I ~ m~ I I I ffiHEl I .~ I ICJI I I ~C I I if I --. I I I ~C ~ I~ I I I ffiHEl I ~ I g I I // I I I CJDD~ I I I I \~,JJ ~)i IGJ D 0 ~ 1 I ~ OOOrl ~o11l~ 1m)) I ti ~DD~ I "",!'1,, I I '- I --. '"' ~DD~ ooi I I ::c::r: : II I -II k DD~ Jc:::I III I II ~t ::It: :r II I II lUDD~ I I III)' I ~lf~ I ,'c{[ I I , ID- IDDDrII I I IIUn I I I ~,--l;1~ I ...... , I ffiHEl ~ I ICJII I I ~C I I I I I I ~ ! ~~ I --. ~C I I I I ~ I I g I ffiHEl I I I I I I \' EJDDIiI I I I I ,1",,,.[ II II ~DDIl I ~ DOli! I I Ii nDD~ ~-.:'~I I I I ~ I I I ""0 71~ ...,~ @--IN --Iv. ~ I" O-...J '00 O.j>. :'11 ..., - o _ !::l : 0 .j>. . I :!;;' I I ~ : Ul : --100 Q--IUl -000 ::u ,.., I : I::U : )> : Ul () ::u -oC:: ::u --I 0 0 OUl )> ..., r ::u z o ..., r ::u ZUl --I -0 ,.., --I ..., r ::u Vl SEAL SCHEMAnc 8-20-2003 PROJECT NO SHEET TITLE CONSULTANTS CLIENT PROJECT fT1 --f GLOBAL ANANCIAL INVESTMENTS LLCo DES DEV WEST ELEVATION mEE TOPS AT DRUID z: APPROVED BY 300 6lh STREET tf7 :1>'" 0 CONST DOC SAFETY HARBOR, FLORIDA o . i!i PROC PRINT DRAWN BY ~ ~ ~ ADDEHDUW CAROLINA DESIGN CORPORATION REVISIONS 1 2 3 301 SOUTH MACDILL AVENUE TEL. 813-505-8749 REVISIONS 4 5 6 TAMPA. FLORIDA 33609 FAX. 813-873-1960 ~ """""""'llESOCN TD.. 813-505-8748' ~ V> ;: iG " ~ eN '" == ~ s; . .. -. 11& , 0, 1ft = ~C 1ft .. 111:=]1 B EEEEEB ::I 0 -= ""a :II o ""a o rn 1ft a B 1ft :II S :II n o Ei :II lit n z 1ft . 1ft ) :' ./ . ., l" ~ ft -I . ~ $ ~ ~ i .p ,J It ~ 'i ~ ~ ' ~ ~ 1~ ~ / \ j :1 i ~. .. I ,~ l~ "& 1.- . . , ,., ? to ~ :. .;: -: \ ~ ~; c ~ i HI'. 1 ;; ~ : ~ L(J III ~ :4 :l '1 ~ ",I' g Ie] )j ;\. ~ If. ~ ' )J '/'"t fl \[ '" '~ p. ~ ~ <I d ; ~ 't 01 ~ .~ '+ 1 H :. ~. 1 ! ;! of 'Ii . \I. l'iJ (~ 'l ~ ~ ,,~ : ~ ~ ~ e f ~t N ~ ~ \ I I ~ I I I I ----L:l::L N ""';"..."4 r;~ I.::::'''i-t'~.. l=:-,,11(~ J1"":l r'""1l! w' !~~~ ; '~\;4\ '"^ 0 I, b~: ,,,,......._, ,~i ,:~ ~ " I, ~ ,. ~ ,I '" 0 .. .., i J2 , :'$ -I::; ~ iLt ,,' ;j '~ ,"'"'t ; ; '~:') ,.:.. ,. i " , :1 ~ ,~ c:::J I,';::~; '~'] I' ,...,'10 , .' I fY\ ~Fr:" .x. "" '~;:-I l' ('" '" ,..l, ",1 ~-l rv I iJ1 ....., '" l~ G. ." J;i: Q '''l...J ~ 0 r;;.. ~~ 0 Jl -0 ~._::: ;- ~~J~~ l <:"'1\ p' ':g ij~ t= I'll'~' " \: j ,1,,1 '. ,1..\ It:'i ~" ..... -..t..f ......:,# ... -..-.. '~ '/", Ji.. .-' ~ ~I '"t";; J', a , ;: l~tl !t.~;;\I ~. ~-, ')r' II ." IiJ ..:; ,I' ,;<~ :-*,1 .~~ ~;~ ;1' P--<"o ,. . II j t' 'i II ., I,"""~ ~f.~ g,: , t't~ " I, II '~ ." }..~ r'l , " (~ i: \1 .:... :~ ~I " ... "'",1 .. " ~'I ,- :, I ....-.. -+--, '~\ " I,; ~'''i} (<1. .......; (f \'~ .; ,~ 'II 1\ 4""'"\ 'a J""'r ,,1,, , ., , H " . il :P":r ,~I ~ " ' i::T" i't ~ ,...............~I ~;i:, ~ j\~ tJ, Q 4: 3 I, .. '~{ ,,$ ~ I ,~ Ii ,.j 1\ ~ ......... ~ ~ - ~ ;;:IOjf :l:: 0- ~ te"th ~ " < , ' '" SEAL SCH[lof,ulC 8-20-2003 PROJECT NO SHEET TITLE CONSULT ANTS CLIENT PROJECT .., .... D1:S OEV. PROPOSED COLOR GLOBAl FINANCIAL INVE5TMENT5 LLC. z 300 lllh STREET fiT TREE TOPS AT DRUID :a-", 0 CONST DOC APPROVE.D BY SCHEME SAFETY HARBOR, FLORIDA PROG PRINT DRAWN BY' 0 . i!i ..., CAROLINA DESIGN CORPORATION CII~ ADDtHD!Jt.t REVISIONS 1 2 3 301 SOUTH MACDILLAVENUE TEL. 813-5O!HJ749 REVJS10NS 4 5 6 TAMPA, FlORIDA 33609 FAX. 813-873-1960 ~ RESOENlt.Al DtStGH TCL 813-505-87"9 "'" -, "- y- . 000 [j] . o . 000 . .~-~IC7-;::-:I jtj o ODD ODD ODD . . 000 r--~I[J-I I. ._ r .- , I ~[:.,:] ,~~ [j] [j] 000 000 ~D - . 1\ - -\' , -.'1 ' . . [j] [jJ o 0 o .. o 0 ODD ODD ODD PROPOSED PAINT SCHEME: TREE TOPS AT DRUID c 'ro)F'~ \ \VI [E \~' l 1\>'\ OCT 1'32003 U qJu \ f'LAI\lNING 8. OE\ttLOPM~NT S\iC::i CITY OF f,l EARWAl ER - m~~ ~i (1) CD I~ 99'_0" 19'_8M 19'-8" 19'-8" 19'-8" 19 -B" I-------------------~----I------------I------~~-~--I------------1 c ~ c !;( ~ >- w u w ~ ~ o '" 0- 1 I I 1 1 I I 1r;I > (t' (.t > < (f~' rJ. )~ 1';1 r; ) 81 8 :1 I- :1 I: :1 ~I I~ ~I ~ ~I GAME ROOM GAME ROOM GAME ROOM GAME ROOM GAME ROOM I I I 1 I - 1 ::, , g , UP UP ~ ~ ~ - ::, I 1\""( ~ i\O'Y 1\=( i\= -----l . ENTRY ENTRY ENTRY ENTRY ENTRY :ih r I ., r ., r 1 ., r ., r I 1 CAR GARAGE 1 CAR GARAGE 1 CAR GARAGE 1 CAR GARAGE 1 CAR GARAGE 0 I 0 I I I I I 1 I I I I -c.... I -=.J L- \ L-J L- 1 S'-8" 11' 8" I 11'-S" 16'-0" 11'-6' I "'-8" 16 0" 12'-0" ., d .J .J i ~ ~ ~ II: - ~ ~G;a: O!tig I~~ ~~i~ d cllC7i [/) >- Z <l: ~ :J [/) Z o U z <( --' (L w tt: --' 0 >- 0 ~ ~ >- >- W U1 ~ OC U1 i:L o z >- u w ...., o '" 0- FIRST FLOOR PLAN: BUILDING 1 : BUILDING 2 OPPOSITE HAND N~ .., o o N ~ J, Z en 5! O~~ ~ i$ a: th C'l O~~ a. ..J ~ a:~LL o () zW CJ~ -w ffi~~ o~~ Q< <( ~Q Z :i ii: ::::i ~~ 00< a: tl) a.. <( ...:i () g~ m I "''''<1> ~ N 11) co ,}, J: SCALE 1/S" = 1'-0" ~ ~ " " & z ~ " ~ ~ z ~ ~ 0 ~ ;;; ~ ~ 0 BUILDING INFORMATION I SQUARE FOOTAGE TYPICAL UNIT !rnJfOl, I] e.:-T;:- irrvm'- I ,I ~r---' -- -, '1 .' lJlJl OCT 1 3 2003 i0~! PLANNING & DEVELOPMENT S vC~ CITY OF CLEARWATER SET NO SHEET SQUARE FOOTAGE - PROPOSED BUILDING HEIGHT 1ST FLOOR LIVING - 2ND FLOOR LIVING - 3RD FLOOR LIVING - 320 S F. 597 S.F. 645 S F TOP OF ROOF HIGHEST PARAPET 28' -5" 34' -8" --' <l: w [/) TOTAL LIVING 1,237 SF GARAGE - 1ST FLOOR PORCH - 2ND FLOOR BALCONY - 228 S F. 118 SF. 80 S.F GRAND TOTAL 1,663 SF A-1 OF m~~ ~~ OJ, (!) (!) ~~ SCALE l/B~ = 1'-0" N€j c :5 a: c ~ ~ 0- W U ~ .., 0 '" D- O ..l .J i ~ tli ~ ii: - ~ ~lii:a: Olufil ~W~ ~i~i z ~~ ...J.:l~ 0,...... UCl i= i~ ~~; O~~ tIl a..~~ I- a: Z <( 0 ':i ::l 0 tIl Z Zw 0 U C)~ -w en ~~ z W....lIO <( C:::!~ -' <(Oc( CL 0< Z~~ 0 .., 0 :J 5~ ...J -' 0- LL >= 0 o gcC 0- Z a: ll. .., 0 <( ....~ .., u :c w Og~ tIl (f) 0 Z 0- 1;; U .., 0 .., '" "'''' 0 ~ '" D- ,., ,., NIllCO 0 0 0 ~ N I I ~ '" ,b ~ - '<t..... u .. u 0 ~ ~ ~ 0 ~ z 0 B ~ ~ ;;; ~ z ~ 0 0 u -' <( .., (f) SET NO SHEET A-2 OF 99'-0" 19'-8" 19'-8" '9'-8'" 19'-8" 19'-8'" ~ 1/2B~ ~ BATH 1/2B~ ~ BATH I ~ '\Q W \Q or ~ ~ I ~ I ~ I ~ I ~ I LIVING ROOM LIVING ROOM LIVING ROOM LIVING ROOM LIVING ROOM ... I I I I I I I 1:'1 0 I ~ ,., UP - ~-ru UP ---uP UP UP /' ~- ./' ~ ~ ~ rft5"'- I I IG~j: DW: I I I : DW :lGfGJI I I r G~]: DW: I T T ow :ISGJI 11 I IGJ~J: OW: I I I I ." ~" ~N' SINK ..., I I I I I DINNING RM I I DINNING RM. DINNING RM I I DINNING RM. DINNING RM. I KITCHEN Q~I ~ KITCHEN KITCHEN ~ ~ KITCHEN KITCHEN ~ I 212J - I I I I I I - I I v REf I I REf REF I I REF REf I V I ;., - I - I I - I - ROOF BELOW ROOF BELOW ROOF BELOW I I I I I I I / ~ I 1/ ~ i / ~ 8' 4'" 11' eN 11'-S'" 8 o. I B -0" 11' BOO I 1" BOO 8' 0" B'-O" 12 -0" SECOND FLOOR PLAN: BUILDING 1 : BUILDING 2 OPPOSITE HAND o I ':!l ',\ m~~ ~~ ~~ (J.) (J.) !: 99'-0" c 5 a: c ~ Ie ~ I- W U W ~ ~ o a:: 0.. 19'-8" 19'-8" 19'-8" 19'-8" 19'-B" ~E1F~R~~ J~~ ~Elf~RO~\,"" r~ I W.I.C. I- -I-- - SHELF a: ROO SHElF 41 ROD II ~~ELF Ii: ROD SHELF a: R~\,"" W.I.C.-l- f-- - W I.C, I-- -I-- - - SHELF .& ROD SHELF 6t ROD 3 .J ~ ~ ~ > a: l; ~ ~"a!' ~~i ii:~~ ~ ~fi~ a l!l~i W.I.C. I- - SHELF &: ROD MASTER 8EDRM. MASTER 8EDRM. MASTER 8EDRM, MASTER 8EDRM. MASTER 8EDRM. QQ!!i ~ I ~ ~ I ~ '" I J:: . = ~. ~ = =r> ~ ~ ~ <-=-1\7 .N'O 1 O.N' Iv'~ ~ I ~ <~~ s~.OIO.N' Iv' -=- ~ I ~ <-=- "\j (8 I^ ~ "-"lli ~ 81) <E I~ "-"'" ~ ~ 8l> <: 8 ^ '-"" I!~ ~ gill ~,~,f: ]1 g~~ ':!I!~ ~ g 11 '~~,f~' 11 g~~ ':!,!i ~ gill ~ll ~! )( I!~~! ) < I!~~! ) n ""'-' \J LJ WJU n n ""-' \J l) ""'-' n n ""'-' \J lJ ~ 10 ,mROO. '2 I BEOROO. H2 iOl ~ lJ lJ ~ 10 BEOROO. H2 I BEOROO. '2 01 ~ lJ lJ ~ 10 z <( --' a.. et:: "-' 0 ~ 0 ~ ~ I- 0 ~ et:: :I: I Vl I- = ." 0 I Vl I- Z <( '::; ::> '" z o u 8EDROOM #2 \t I '" I 7 z ~~ Oi....... - ~ I- .... <( ~~ a: ...... o~~ ll.~~ a: o (,) zw (!)~ -w ffl~g c~~ o <( o;!l z :Ii a: ::i~~ 00< a: c7) Q. <( ...:;; (,)~~ o z t; ~ "-' 0 """":I ,." to 01 ~ I ROOF BELOW ROOF BELOW ROOF BELOW I - I I I I I I 1/ ~ I. i/ ~ I 1/ ~ 8 -4" 11'-B" I 11'-8" 8'-0" I 8'-0" 11'-B" ,,' B" 8 -0" I s' 0" 12' 0" ., '" ~ I ~ J, g '< ~ ~ D if ~ c ..... ~ ~ ~ ~ THIRD FLOOR PLAN : BUILDING 1 : BUILDING 2 OPPOSITE HAND N€j --' <( "-' '" SCALE 1/S" = "-0" SET NO SHEET " 8 NU100 ~ I '" J ~....... ~ ~ z z o 0 Vi Vi ~ ~ A-3 OF ~ '" ~ :Ill "TJ = :'I ~ '" . ,.. ~= = C5 z ..., :'I :'I :'I @ -l I. _0 ~~~N ":;000 Qc 1- ZUllJ1 -lUl : ~~~ ""1 '0 ;:0 : Ul fTl ~~~ ""1 '''''' ;:0 : ~~c;, ""1 ?CO; ""0 ;." 1- o 2] :;0 ~I :'I~ :'II "'" Ul : fTl () !I , :;0 ...,~ '00 ..., - . 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REVISIONS 1 2 3 301 SOUTH MACDILL AVENUE TEL 813-505-8749 REVISIONS 4 5 6 TAMPA, FLORIDA 33609 FAX. 813-873-1960 REVISIONS 7 8 9 ~ RESlOENTlAL DESICN Tn. 813-505-8749 -"0 ;.., J- o ::! ;;u Ul -I -., r :u -., <0 :,., 1- -I>- Ul : "., (') o z o -., r ;;U @~:xl :C. I G)-I(J1 :c;;U : "tlC OUl ZUl -I -.,~ 'CO -., - . I -I CO :c : ;;U o -., r ;;U V> SEf>,l 'SC"'t\rA~TlC B- 20- 2003 PROJECT NO SHEET TITLE CONSULTANTS CLIENT PROJECT ,." -i DES DEV GLOBAl FINANCIAL INVESTMENTS LLC. z APPROVED BY EXTERIOR ELEVATIONS 300 6lh STREET" TREE TOPS AT DRUID :lav> 0 CONST DOC SAFETY HARBOR, FLORIDA o I f!i PROG PRINT 9-15- 2003 DRAWN BY ".. ~ ADDENDUM CAROLINA DESIGN CORPORATION REVISIONS 1 2 3 301 SOUTH MACDILL AVENUE TEL. 813-505-8749 REVISIONS 4 5 6 TAMPA, FLORIDA 33609 FAX. 81:H173-1960 REVISIONS 7 8 9 -Iv< !=> -1>-: I -;; CO: ;;U )> "tl "., -I ~ RESlDENT1A1.. DESlCN l[l. 613-~8749 . '" ;: 0 ~ .... !I ~ s; " ... - . I 0, ... 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PRINT 9-15-2003 DRAWN BY 0 I ~ 'T1 CAROLINA DESIGN CORPORATION m':l ,t.J)D[NDUW REVJSIOHS 1 2 3 301 SOUTH MACDILLAVENUE TEL. 813-505-8749 RESlOENTI/IL DESIGN TeL 813-5Q,...874g REVISIONS 4 5 6 TAMPA, FLDRIDA 33609 FAX. 813-873-1960 REVISIONS 7 8 9 , ,; :t n .' . fl .,.' q ! 4 · n , . d . q , , 1 4 i , ~ . . . : &' l . ~ ~ · I :, f · . . U n . . ~ 1 l'~ n --, . , ." ~ I i~ ~ ~ f ~ ~~ 0, !Ol ' \l"l !Ol"l !Ole;, ~ ~ I ~ ~ l!i ? .. ~I I II ~ tl ~ IE . III . ~!i -5 [jJ1I ~ !i !J a . -$- I .. - .. . . . . c: c: - Iii . I - Iii - . - . . . ... . II ... . . , , . - . Iii Iii II . -$- . . N . N a a .. .. I i iI II [j]1I E i II II . . [iJI -$- - .\ II . II . . II - . -$- . . III IjJI . - [jJ1I -$- - . . I . ~8 ~= ~! ~ I "I "I . , ~III ~ftI 1- - . ~ ~ :::tI :::tI a a . . .. .. . . c: c: - - Ii Iii - I-I . . III . . ... ... 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W Cl. <( u en Q Z <( ::::! a:: c:: o U 2 1i) c o u I C C> '00 Q) Q ~ Q N '<;f- '<;f- M 52 C> c .;:: Q) Q) c '0, c !::!::! en U Q) "e 9= u..: o <( o 0::: o ::> 0::: o Q) en c ro I I I I I \ I Il "1 I 15 B JFFE R TRE E$ @ ~5' O.C. 101 % 81- R4BS 36" O.C. , ~--- I \ \ --- \ --- --- 1\ ,___ --- I lit Iit\ 0 !. ~ ,\\~!(\; WETLAND! CONSERVATION AREA Iit.~~ ~ ~ ;~~ WETLAND LINE r [7 /-J Ie \ --- -- -- --.-1 ffi ~ --- \ otl: ~ --- w~ Ie '- --- --- (\ ~ ~ l \ ~ ~ ~ \\\J ~\ ~~ L- ~ c::: ...J / n L "" ~ .---l ll. tu / (5 7 "'-. /" /" ~ ~1~ · ~~~1~ ~ \ ~ / '\ ,\'0 Oc "'-. /" 1> ~1 ~~~ ~ \ ~,~----------------- >- - - - - 'v ) \.-/ ~~1~ / (\\ l~:\ ~. e~~-/- X v II WETLAND BUFFER / / / \~) l~ntJ7^^ X ___ ___ --- \ (ENCROACHEMENT .' . _~/ / / '. S = ---, ~~~:,~ ' / K'" "'(~%y' y ~~.Y )(3/0 b~'/ /://~"~, "/~'/~' ~,/;( ,~</,>:,v'~/<'?iyy/tkW');!&;( / ,/ '~>(/v)( y ~,/ '/< II! j ,// .,/~/y,y~~(. 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" . ~ ~ ~ PROPOSED UTILITY SCREEN FUNDED BY DEVELOPER (LOCATION OF SCREENING TO BE NEGOTIATED WITH PROGRESS ENERGY) PAMPAS GRASS (TYP) ~OooOgZ M .', c --' ; PROPOSED TREE LEGEND . e *- I~ COMMON NAME SOUTHERN MAGNOlLlA SIZE 10'-12' HIGH 3" CALIPER 10'-12' HIGH 2.5" CALIPER 8'-10' HIGH MUL TI-TRUNK IRRIGATION MUST MEET THE CITY CODE PER SECTION 3-1203.C" ADJUST PLANS TO SHOW 100% COVERAGE, RAIN SENSOR AUTOMATIC TIMER, ETC. NATIVE NOTES SCIENTIFIC NAME MAGNOLIA GRANDI FLORA -/ -/ 8' CLEAR TRUNK FOR VISIBILITY TREE REPLACEMENT 26" DBH PROTECTED TREES TO BE REMOVED INCH FOR INCH REPLACEMENT = 26 INCHES EXISTING TREE LEGEND xx" * RED MAPLE ACER RUBRUM CHRISTMAS PALM VEITCHIA MERRILLI = Citrus Tree xx" %> XX" ~ XX" - XX" & XX'~ XX~ SABAL PALMETTO 10-12' HIGH -/ 8' CLEAR TRUNK; AS SCREEN 15' ON CENTER AS SCREEN 36" ON CENTER AS GROUND COVER AS GROUND COVER 36" ON CENTER 24" ON CENTER 36" ON CENTER 10 0 ~ = Camphor Tree CABBAGE PALM = Chinaberry Tree . 9 ~ ~ - GB VIBIRNUM OV ABA TUM PAMPAS GRASS CORT ADERIA SELLOANA = Oak Tree 5 GAL. ALL LANDSCAPING MUST BE PROTECTED FROM VEHICULAR AND PEDESTRIAN TRAFFIC BY THE INSTALLATION OF CURBING AND WHEEL STOPS, OR OTHER PROTECTIVE DEVICES ALONG THE PERIMETER OF ANY LANDSCAPING WHICH ADJOINS VEHICULAR USE AREAS AND SIDEWALKS. THESE PROTECTIVE DEVICES SHALL HAVE A MINIMUM HEIGHT OF SIX INCHES ABOVE GRADE. \ ~ I '-...L) '0v 1--.; ) ~ / / / / 0'0 / ~ "\,'0 / 0' ~ / / / / / --./ r------ I I I I s INDIAN HAWTHORNE 3 GAL. GiRAPHIC SCALE RAPHIOLEPSIS INDICA SHORE JUNIPER = Sweet Gum JUNIPERUS CONFERTA 3 GAL. 5 GAL. / 1~';~' 3 GAL. / 18" H. 5 GAL. MIN. -/ -/ LOROPET ALUAM LOROPET ALUM CHINENSE (IN FEET) 1 inch = 10 ft, COONTIE ZAMIA FLORIDIANA WALTERS VIBURNUM X TREE TO BE REMOVED 5 I 10 I 20 I w C> <C>-~~ Z......ZC> -::iWa.. ~i=~ ~ o~w~ - ....... CI) ....... ou..<CLO ~Ow . X c::: W 0 ........ LEGEND . .' ----- 1 1 / / /1/ / [/ I I , () I~: ( ~><( ( [rl><: r ~ o ~ -- PROPERTY LINE ~ TREE BARICADE - I I ~ CO . ~ CO LO w - - LO ~ I I - CO ~ o (j) CO en 10' BUFFER TREES @ 35' O.C. 100% SHRUBS 36"0.C. '" H ~ . ~ '" ~ ~ 0... ."" . i: '" iJ) H[F'J 0......... >->eIl iJ) .l-J ;> ~ H iJ) ;:1 S [F'J ~ · 0 ~ .~ iJ) ;> iJ) ~ .S UJ bJ) . ~ UJ 3 ~ ~ < iJ) .... ."" ;:1 L.t') (J')L.t')-aoS :'~ 000 0 iJ)m~OOU ;>mNrv'luo < eIlOON~O\ ,...q ""Ij ~ 00 .~ 00 bJ)'C mOO ell '" ::l O-m U=lt ~li:ao_!... Q) ~ cii 00 ..5 CO Q ell Z .. .......:l jO-. :><:~ . S 0< ~ ~~::r:f.I..~ 0.. N o '+ '" . u ~ ~ r.. r:n C.) .+-J cd .~ U o r:n r:n < ~ , ~~,.,:;.~ ;:... ~>. g;~,~~ J.. ~"~,s,.,<: ~i~' ~':" c::r,:: .. " i? I-E 0 '.'" '(S'~::..~'=l";~' ro~), ~ =::, :~. 'l:U "":, l' -. :'I""lLJl . ~ "lii...- ~ ,-' ~ .'~-' - to :k::-. . 6- .' P3 '0 c..- :,- .. ~. ,). ;', _~ ' ~.; : ","0'; i j- e;.~ . -. !~ c, .g.../j CD 6 -,.' -+-' :c ,. ',oJ ~ Z ......~ rtr..... ..... m ~ ::~ [D l.L ',; :-;. .' ." I>:' I:::~: . I;::...,' ('I) Q Q ~ lr5 Q UJ \f\ > \-.- CZ Z D, :J ~ llJ ~ (S ~ (;I '0 iZ 0::: C\ Il. ~ o 2' 0) \S\UJ :;: z LL ~ D, :;: <t: iY \f\ :j j:L:l trJ ~ ~ Il. &1 iY IT] \S\ US \f\ -cS liS IT] lL iY 6 ~ ~ ~ ~ t o~~;:s Ul ~ '-& iY Gj S} '-.. IS: O:::'-N 1'0...t-L() a - ::::> a:: a I- q:: C/) a... ~ lU lU g: ~ - a:: o Lt a:: "' ~ ~ a:: L5 -J t) LL o >- I- - t) = Pine Tree = Maple Tree = Unknown ti -.I -.I ~ La: (,!) ....... ~ i=: o ~ e: ~ o o In ~ :IE ~ JOB NO. DRAWN DESIGNED CHECKED QC SHEET LIJ ;:) :c: ~ ~ ..,J ..,J - Q (,) ~ u) ~ C) CWO) ~ :3 a.. Lu a.. ~ U) Q ~ :3 0) C) CO CWO) CWO) ~ - a= o ~ .. ~ :E ~ 03442 EKN DLR BDK LSB 10 ~ 0 z ~ W >. .c E co -q N C; ....... 1 ("') C> C> N 00 ....... c.. Q) UJ c 0 "0 Q) ~ 0 a: ....... ....... ID Q) .r; ~ ~ "0 ~ --l a... >- 0::: <( Z ~ --l W 0::: a... 'f. CO c :~ ~ 0... 0, :;: Cl N -q -q ("') 9 Q) c .~ Q) c '0:> c !:Y en U Q) "e 9:= Ii: DRUID Ec---~ I I I I '" "1 " 0 0 . ~ 0 If) N b ; I.() ,..... N S " " OJ I") " j'..... N ,(0 N 0) T"'" 0 ..- r.... 0 <0 m ~ (f) n- , ,..... (0 m ~ ~~ t5~ , f;, (j '-;-, . '~. . " c::B" b V g I.() ........ N 104;39' 6 "g ........ N "r-.. ,~ m ~ 8 "to m ~ ,,~ <0 m ~ ~PA T";" ('f) L "1 0 ~ N ('f) 104.39' ,.~ o I.() ""'" n~. (d 0) T"'" \ I / \ / / / \ ~ \ ~ I -L ~ fT1 -j ,... ~ z o - o o -. L- 0) fT1 AJ < l> -j ~ 0 ~ Z n )> ~i lJ ., r~ f) p ~~ ~; \ "~I ---- xx" * XX" <8> XX" ~ xx" - xx" & xx" ~ xx~ XX" W / \ E----- ROAD , ,-~- ,x \: \ \ \ / I \ --- ~ \' ---- ~ --- "'" "" '-......... ---- ," UTILITY POLE GUY WIRE ANCHOR PROPERTY LINE WETLAND LINE Citrus Tree Camphor Tree 00 k Tree Pine Tree Sweet Gum Maple Tree Ch ina berry Tree Unknown -- ~ -- N --.- w 584.60' 8,9019'03" '" - / / ~/ 480.21 ' u N P L WETLAND CONSERVATION AREA A PORTION OF LOT 3 PARCEL ~ II 11,. It f!! 4.;".,4 ..n,~ ;<J It:<,^-- ~ ~ ^ ---J \ \ 480.23'\ "- -- --- S89018'15"E 584.61 ' --- -- "'" / --- --- ' ~ GENERAL NOTES 1. UNLESS OTHERWISE STATED, THE PROPERTY DESCRIPTION SHOWN HEREON WAS PP0VlDED BY THE CLIENT, OR CLIENT'S DESIGN A TED AGENT. 2, UNDERGROUND IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO BUILDING FOUNDATIONS, HAVE NOT BEEN LOCATED EXCEPT AS SHOWN HEREON. 3. INACCESSIBLE ABOVE GROUND IMPROVEMENTS (E.G, BUILDING OVERHANGS, THOSE WITHIN SECURED AREAS, ETC.), HAVE NOT BEEN LOCATED EXCEPT AS SHOWN HEREON. 4. UNLESS OTHERWISE STATED, THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE SEARCH AND MAYBE SUBJECT TO ADDITIONAL EASEMENTS, RIGHT-OF-WAYS, AND OTHER MATTERS OF RECORD. 5. THERE ARE NO VISIBLE ENCROACHMENTS, EXCEPT AS SHOWN HEREON. 6. BECAUSE OF THE POSSIBILITY OF MOVEMENT OF THE MONUMENTATION FROM ITS ORIGINAL PLACEMENT BY PERSONS OTHER THAN THE SURVEYOR, IT IS RECOMMENDED THAT PRIOR TO ANY NEW IMPROVEMENTS ON THE PROPERTY THE POSITION OF THE MONUMENT A TION BE VERIFIED. 7. UNAUTHORIZED COPIES AND JOR REPRODUCTIONS VIA ANY MEDIUM OF THIS DOCUMENT OR ANY PORTIONS THEREOF ARE EXPRESSLY PROHIBITED WITHOUT THE SIGNING SURVEYOR'S WRITTEN CONSENT. 8. BASIS OF BEARINGS IS PLAT, UNLESS OTHERWISE SHOWN OR STATED, 9. ALL BUILDING TIES, PROPERTY MARKER LOCATIONS AND OTHER SITE IMPROVEMENT LOCATIONS SHOWN HEREON ARE MEASURED PERPENDICULAR TO ADJACENT BOUNDARY LINES, UNLESS OTHERWISE STATED. 10. FLOOD ZONE DESIGNATION AND JOR FLOOD ZONE LINES (IF ANY) SHOWN HEREON HAVE BEEN SCALED FROM THE REFERENCED MAP AND ARE APPROXIMATE. THE TRUE FLOOD ZONE LINES MUST BE DETERMINED BY AN ENGINEER, 11, THIS SURVEY DOES NOT DETERMINE OR IMPLY OWNERSHIP. 12, THERE MAY BE ADDITIONAL RESTRICTIONS, EASEMENTS OR OTHER MATTERS OF RECORD THAT ARE NOT SHOWN HEREON THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. A T T - - LINE L1 L2 L3 L4 L5 L6 L7 L8 L9 L10 L11 L12 L13 L14 L15 L16 L17 L18 L19 L20 L21 L22 L23 L24 L25 L26 L27 L28 L29 L30 L31 L32 L33 L34 L35 L36 L37 L38 L39 L40 L41 L42 L43 L44 L45 L46 L47 L48 L49 - E D - LINE TABLE LENGTH 30.23 104.03 51.09 73.58 81.74 57.24 110.31 22.60 56.32 23.61 24,11 16.79 4.20 24.81 23.45 19.39 58.20 12.18 40.34 12.59 14.66 22.76 14.75 24.20 26.45 13.41 29.12 17.85 23.23 7.85 39.13 38,17 22.36 21.57 16.61 25.70 28.27 33.56 25.80 20.63 29.50 18.96 16.10 16.10 31.33 19.91 21.50 22.23 1.28 - -""- --'.. ,- BEARING N69'43'04"E S89'54'14"E N82'15'05"W N89'47'50"W S88'37' 41"W S86'02'07"W N81'11'31"W S76'46'32"W S51'26' 40"W S14'46'28"E S01'44' 48"W S79'24'06"W S01'40'13"W S01'52'59"W S80'44'10"E S38'13'04"E S15'06'01"E S14'32'22"W S21'03'19"W S35'57'17"W S26'57'56"E S39'14'55"E S73'13'51"E S14'44'21"W S38'01' 37"E S73'32'05"E S44'35' 40"E S70'02'05"E N79'36'14"E S21'39'16"E N24'32'32"E N84'43'30"E S64'13' 40"E S73'25'19"E N43'32' 47"E S30'04'50"E S22'40'24"E S72'1 0' 38"E N71'53'23"E S50'33'05"E N25'38' 32"E N73'51 '1 O"E N81'35' 30"E S36 '07'17"E S89'29'03"E S71'49'02"E N88'01 '55"E N81'10'02"E N19'20'24"W " ~ ..- o If) N w " ~ N " N N ,\ 1 o ..- o z '" H Q) . ~ ~ ..- u 0... . > · H '" Q) Hr.FJ 0..- ;>-'(\1 Q) .j..) ?- ~ H Q) ;::l S r.FJ ~ . 0 ~ .!::1 Q) ?- Q) ~ .S u..:l OQ . ~ u..:l < Q) .j-J 'S l1) rf)l1)......ooS _NooOO v;g"",:ooU ?-mNmUO < (\I 00 N .S 0'\ ..r::""O~00 :;'00 b{)'~ m 00 ~ \0 ;::lO......rriU:t:t: ~iJ:00......1-< " "00;::l,.,., .... - u.l ,...c ....... ~ (\I Z .. ......:1 :l 0... ~ ~ , S 0< ~ :> (ll:::r::~ ~ ;;>bp., N o ...,j- \0 . 3 u ~ ~ ..... r.n Q) ~ ro ~ .~ U 0 r.n r.n < ~ Cd /",,:j." ,1\f" ;,~?,;;.d.i. ~~": :., 200.0' C") <::> <::> ~ lC) <::> 'r"" ...:.J <( z: C) a::: o (/) z: o (/) GJ a:::~Nt"JvL.(')c.o JOB NO. 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"J .. .....~....I~~j??~0~,/~7::: ~. .... '." . . '~.' ~VR~ .".. "lie. .. ~,,,,,,. ~'" ~ :--.' ~:",,, \" ~\! ~ //.:V; ~ Yo, , . ,.., co..V;\;. .'. '. ..' \If[ h~Y. " . ?>v./x'f/X ^ n" ,'" ''", ''" ,'"'. " "...."" . 0 " ." I'<>. 0X ;:XX,"'" ".',' , "" 0 . , '" M' ["~~ ., ~,~ 1-.~\~~\~,~":~:'0,.~ ?'i:: .;': .,~.~\. :~ '~:'.~< :;"'>>''?'~'';' ,~, :, : ;~~ ';~ .~~' ~ ~?~ ,,"~,;..::";% t~ W: V,,\: >~,~ ?>;:~A~~ ~ '~\':'.;"">> ,~;~:>~ ;';~%>A~) ~>:.:::;>:;'~, :,,;~<~ ~ ~~~ '. . z o ........... ~ . --'''-" "---'-"" --- -"----.,,-,,-- ---" --.--,,-..- .... ........-.. ----..m_m_.. .......--.... ..--...............--- ._..m_..... . .......mmm ......m .. mm__......m__... .......m .. ...Al~l.ANDSCAeINGJQ ~E..PRQTEQ~Q .--..--m-......m.._..ALlAA~~E1Y'E~~~_..........____ .........__. r11l FROM VEHICUlAR OR PEDESTRIAN TO ~r~::~~ RECEIVE OTHER I...::J TRAFFIC BY A MINIMUM SIX INCH lANDSCAPING TREATMENT, HIGH CURBING OR WHEEL STOPS ,-J- I 1 -i i \ (( fr. AUGUSTINE) SOD 127\ ~ /3\ ~ i , , t J ~ 1 ! '{ ~ ~ ~i " :1 " " Pj ~ :l " " ,) j f: t (ST, AUGUSTINE) SOD 118\ \EY ~ ~ ~ ",,'-.X' ,", "' "\..Y ~ --- J ~ \,u ------c, Z 20 I 10 0 10 I ~ I SCALE: 111 - 1 O' 20 I -t'~~~~~' \..\ ,. p~~;-" -l.6j ~11::'''5 SCdTT E. ~DOCAS:;N ~L~ ~~1~58 ,:::;:( FLORIDA REGATERr:)J t"fINDSCAPE, *HITECT ' - . . '" () ". .. . "",", 11""111 " ,,(>~ J~ . :J.', ... II,,,,,.. ".. ,..', "", , ' i" I"'" I",. LANDSCAPEJPtAN~'~i, ' .. ..... ." '11::,~~~::!l:~ . ',r'''t~' "'~"::;;;';'" ,.::.::::! II:~~) ""ri,)l~ '1111) 111:~,:~,:) ..: ~~J''(">:, U 11111 :11 ,"'II"'" '"r.:t 1111'.11111111111) TREETOPS AT DRUID !::::):i:~~~ 11,,1,') 11"'"1' ,11111) II'~I. II:b ~J::,,) 1""11'1 II :: '11'-1 ~llInl' i . 1 . 1 . 1 i i i . ! 1 . 1 i . ~ ~ (~5) \S~ '-- ~~ 1..\.J ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ . "'&~ ~~ B&~ kr'; ~ I TAr ~~~ ~~~cr (~~) ~ ~ ~ ~ ~ . I ( ! + ~';P I + / I ~ ~ ~ ~ ~ ... . ~ , ~ ~ ~ ~ ,.' .':,' '.- . ~ i . I + . 1 . ~ ~ ~ ~ ~ fo~ '1) . 1+ i + 1 . I + . , + I i 1 f~ i ~ ~ ~ ~ foV::> 'J ~ <.0-:' 'J <I J ~ .-A, oJ , + + '0\ \\II/;~ ~f~ ~~ ~! I I I I I I I + m \..+ + ST. AUGUSTIN 0 SOD 115\ Unit 1 ~~ G II A 'I Unit 3 Unit 5 Unit 2 139.251 FF I Unit 4 Unit 3 139.251 FF I -' 139.251 FF I :. i ..: i ~00 00 /0 ,.,0 LANDSCAPE PLAN APP~S NOTED gX~E:-~j. i;ltJ 6' ...... h ~;~-:P~j:?~s /),NY CHANGES IN SPECiES, SPECIFICATIONS, OR DESIGN WITHOUT THE CONSENT OF THE PlANNING DIRECTOR RENDERS PlAN APPROVAL VOID. JOB NO. 11 /15/06 DESIGN SEA SEA DRA'WN SEA SEA DATE SEA 5 7 05 BY FILE LPMAS SHEET ADD DWARF INDIAN HAWTHORN TO SIDE OF BUILDINGS AND CHANGED THE HEDGE ADJACENT TO TRAILER PARK TO SANDANKWA ~BURNUM 10/23/06 8/31/06 DATE GEN. GEN. PREPARED FDR: REV. REV. DESCRIPTION REVISIONS 14\. ~ /50\ ~ 11\ ~ .- \\ ""..... .... -, r.' ':"'" \, ~;.. \ SAMTER CONSTRUCTION 1 OF 2 SHEETS , ~ ro ::;::; ro o 1-::> zO:: wO :21- 0<( Z(J)O:: wo..O :20:2 <(I-.. WOl Z W .S :)0::5 o..l-N PLANT LIST -:.. ... . . ... . .... ... . . ..... . ... . ... . . . . . . . Trees 4 AR Acer rubrum Red Maple 2 10'-12' 5'-6' 30 Gal 30' 3 MG Magnolia grandiflora ' D. D. Magnolia D. D. Blanchard 3 10'-12' 5'-6' 45 Gal 20' Blanchard' 3 QV2 Quercus virginiana Li\te Oak 4 14'-16' 8'-10' 100 Gal 6' ct. min., main central 40' 4 LJ1 Ligustrum japonicum Ligustrum Tree 2 7'-8' 7'-8' B&B Min. 3 trunk, 2' to 3' clea 10' 6 TO Taxodium distichum Bald Cypress 2 8'-10' 5'-6' 30 Gal 20' S h ru bs 38 IVS lIex \Omitoria 'Stokes Dwarf Schillings Holly 18" -24" 12" -18" 3 Gal 2.5' 4 NDO Nandina domestica Compact Hea\tenly Bamboo 24" -36" 18" -24" 3 Gal 3' 'compacta' 94 RIA Rhaphiolepis indica 'Alba' Dwarf Indian Hawthorn 18" -24" 12" -18" 3 Gal 2.5' 18 TFL Tripsacum floridanum Dwarf F akahatchee Grass 18" -24" 18"-24" 3 Gal 3' 83 VSU Viburnum suspensum Sandankwa Viburnum 24" -36" 18"-24" 3 Gal 3' 25 RNW Rosa 'Nearly Wild' Nearly Wild Rose 18" -24" 18"-24" 3 Gal 2.5' Groundco\ters 44 AAF Aqapanthus africanus Lily-ot-the Nile 1 Gal Full in pot 2' 62 LMV Liriope muscari 'Varigated Aztec Grass 1 Gal Full in pot 18" Giant' SOD Stenotaphrum secundatum St. Augustine Floratam 1000/0 weed tree SOD Bahia Grass Paspalum notatum 1000/0 weed tree Pine Bark Mulch LANDSCAPE NOTES AND SPECIFICATIONS IMPLEMENT A TION OF THIS PLAN AND SPECIFICATIONS SHALL CONFORM TO THE HIGHEST STANDARDS OF THE TRADE AND TO ALL PREVAILING ORDINANCES AND CODES, THE SPECIFICATIONS CONTAINED HEREIN SHALL SUPPLEMENT THE WRITTEN SPECIFICATIONS. FINISH GRADE TO BE RAKED, LEVEL AND FREE OF WEEDS, ROCKS AND DEBRIS PRIOR TO INSTALLATION OF SOD, LANDSCAPE CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT IMMEDIA TEL Y IF SITE CONDITIONS ARE NOT ACCEPTABLE, INCONSISTENCY IN SOD QUALITY, GRADE AND INST ALLA TION MAY WARRANT REMOVAL AND REINSTALLATION, PRIOR TO SUBMISSION OF BIC, THE LANDSCAPE CONTRACTOR SHALL VISIT THE SITE AND FULLY INFORM HIMSELF OF THE CONDITIONS UNDER WHICH THE WORK IS TO BE ACCOMPLISHED, THE WORK INCLUDES SOIL PREP ARA TIOIN, FINISH GRADING, SUPPLYING AND PLANTING OF TREES, SHRUBS, GROUNDCOVERS, VINES, AND SOD OF THE SPECIES, SIZES AND QUALITY AS SHOWN ON THE DRAWINGS AND/OR AS SPECIFIED HEREIN. FURTHER, THE WORK SHALL INCLUDE THE MAINTENANCE OF ALL LANDSCAPE AND SOD/SEED AREAS UNTIL FINAL ACCEPTANCE BY THE PROJECT ARCHITECT AND OWNER'S REPRESENTATIVE. SODDING IS REQUIRED IN ALL UNPAVED AREAS WITH THE SITE BOUNDARIES UNLESS OTHERWISE SHOWN OR NOTED. ALL SOD AREAS SHALL BE PLANTED WITH "ST. AUGUSTINE" AS SPECIFIED, SOD SHALL BE REASONABLY FREE FROM PESTS AND WEEDS, LAID IN STAGGERED ROWS WITH NO GAPS, ROLLED, FERTILIZED AND WATERED IMMEDIA TEL Y AFTER INSTALLATION. FERTILIZE LAWN AREAS WITH 6-6-6 FERTILIZER AT THE RATE OF 8 LBS PER 1,000 S,F. OF LAWN AREA, WATER AFTER FERTILIZATION, fHE LANDSCAPE CONTRACTOR SHALL PROVIDE A LUMP SUM BID PRICE FOR A F'ULL Y AUTOMATIC, 100% OVERLAP COVIERAGE, UNDERGROUND IRRIGATION SYSTEM. THE IRRIGATION SYSTEM DESIGN, SPECIFICATIONS AND INST ALL A TION SHALL CONFORM TO THE STANDARDS OF THE "IRRIGATION ASSOCIA TION," 1911 N. FORT MYER DRIVE #1009, ARLINGTON, VA 22209 AND TO THE STANDARDS OF THE "FLORIDA IRRIGATION SOCIETY," THE IRRIGATION SYSTEM SHALL BE FULLY OPERATING FOR A PERIOD OF TWENTY-FOUR HOURS PRIOR TO START OF PLANTING OPERATIONS THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ANY ADDITIONAL HAND- WA TERING AS NECESSARY FOR ALL TREES, SHRUBS, GROUNDCOVERS AND LAWN AREAS PRIOR TO FINAL ACCEPTANCE, THE LANDSCAPE CONTRACTOR SHALL SECURE ANY AND ALL NECESSARY PERMITS FOR THE WORK, PRIOR TO COMMENCEM ENT OF HIS OPERATIONS ON-SITE. COPIES OF THE PERMITS SHALL BE SENT TO THE ARCHITECT AND OWNER'S CONSTRUCTION REPRESENTATIVE. THE JOB SITE SHALL BE KEPT ORDERLY AND REASONABLY CLEAN ON A DAiLY BASIS DURING CONSTRUCTION OPERATIONS, UPON COMPLETION, THE LANDSCAPE CONTRACTOR SHALL REMOVE ALL DEBRIS AND WASTE GENERA TED BY HIS OPERATIONS ON-SITE, INCLUDING THE CLEANING OF WALKS AND PAVING AS NECESSARY THE LANDSCAPE CONTRACTOR SHALL BE PROPERLY LICENSED AND INSURED, SEE WRITTEN SPECIFICATIONS, IN THE EVENT OF A VARIATION BETWEEN THE PLANT LIST AND THE ACTUAL NUMBER OF PLANTS SHOWN OR NOTED ON THE PLANS, THE PLANS SHALL CONTROL. ALL WORK IN THE RIGHT-OF-WAY AREAS SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE LOCAL AND/OR STATE HIGHWAY JURISDICTION. THE LANDSCAPE CONTRACTOR SHALL VERIFY ALL UTILlT'f LOCATIONS (EXISTING AND PROPOSED) , RELA TED PAVING, ELEVA TIONS, WATER AND ELECTRICAL SUPPLY, ETC., PRIOR TO S TART OF WORK, NOTIFY THE GENERAL CONTRACTOR AND THE ARCHI TECT /OWNER'S AGENT IN WRITING OF UNSA TISF ACTORY CONDITIONS PRIOR TO START OF WORK. START OF WORK WILL INDICATE ACCEPTANCE OF CONDITilONS AND FULL RESPONSIBILITY FOR COMPLETED WORK. PLANTS AND TREES SHALL BE SET PLUMB, AT THE SAME GRADE AT WHICH THEY HAVE BEEN GROWN, BEST SIDE FACING PRIME VISIBILITY AND THOROUGHL Y WATERED-IN, TO ELIMINATE AIR POCKETS. TREES SET TOO HIGH OR LOW WILL BE REJECTED, VERIFY PROPOSED FINISH GRADES AND SET TREES ACCORDINGLY. SEE DETAILS FOR PLANTING, STAKING AND GUYING. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY SECURING TREES, PALMS AND LARGE SHRUBS IMMEDIA TEL Y AFTER PLANTING, ALL GUY WIRES SHALL BE FLAGGED AND ALL STAKES SHALL BE DRIVEN FLUSH WITH SURROUNDING GRADE FOR PUBLIC SAFETY. VERIFY ALL UNDERGROUND AND ABOVE -GROUND UTILITY LOCATIONS PRIOR TO ANY EXCA VA TION. IF UNDERGROUND CONSTRUCTION, UTILITIES OR OBSTRUCTIONS ARE ENCOUNTERED DURING THE EXCA VA TION OF PLANTING AREAS OR PITS, IMMEDIA TEL Y INFORM THE OWNER'S CONSTRUCTION REPRESENT A TIVE. ALTERNATE LOCATIONS FOR THE PLANT MA TERIAL(S) WILL BE SELECTED BY THE ARCHITECT OR AGENT. SUCH CHANCES IN LOCATION SHALL BE MADE BY THE CONTRACTOR WITHOUT ADDITIONAL COMPENSATION. PLANTING SOIL FOR ALL TREES AND SHRUBS SHALL CONSIST OF 60% PEAT, 20% COMPOST, AND 20% WOOD PRODUCT FOR AERATION. PLANTING MIX SHALL HAVE A pH OF 6.0-6.5 / MIX 75% PLANTING SOIL WITH 25% ON-SITE SOIL FOR PLANTING SOIL BACKFILL BACKFILL ALL TREES AND SHRUBS AT THE FOLLOWING RATE: THE LANDSCAPE CONTRACTOR SHALL BEAR SOLE RESPONSIBILITY FOR ANY AND A!_L DAMAGES THA T RESULT FROM HIS ACTIVITIES DUE TO IMPROPER VERIFICA TION OF UTILITIES AND/OR OPERA TOR ERROR DURING EXCA VA TIONS. SEE RELATED CIVIL PLANS FOR ADDITIONAL INFORMATION AND COORDINATE ON-SITE WITH THE GENERAL CONTRACTOR AND OTHER TRADES PRIOR TO START OF WORK. TREES 3,5" CAL. AND GREATER TREES 1- 3" CAL,/30 GAL. 7-15 GALLON CONTAINERS SIZE 3-5 GALL40N CONTAINER SIZE 1- 2 GALLON CONTAINER SIZE ROOTED CUTTING/4- POTS = 1 CUBIC YARD EACH = 1/2 CUBIC YARD EACH = 1/4 CUBIC YARD EACH = 35 PLANTS PER CUBIC YARD =65 PLANTS PER CUBIC YARD = 6" DEPTH OF ANN-UAL BED MIX 5 LAYERS OF BURLAP ---- (WRAPPED AT POINT OF SUPPORT) 2"X4" WOOD CLEAT (3) 2"X4" WOOD BRACE (3) (WIRED TO TREE) 2"-3" MULCH- (SEE SPEC, FOR TYPE) 3" - 4" EARTH SAUCER --- SiTE CONTRACTOR SHALL PROVIDE THE LANDSCAPE CONTRACTOR WITH A FiNISH GRADE OF (PLUS OR MINUS) ONE- TENTH OF ONE FOOT. GRADE SHALL BE CLEAR OR DEBRIS AND WEED GROWTH. FINISH GRADES ADJACENT TO PAVING SMALL BE TWO INCHES (2") BELOW TOP OF CURBS, WALKS OR PAVING IN ORDER TO CONTAIN SOD OR MULCH AS SPECIFIED, ROOTED CUTTINGS AND 4" POT MATERIAL SHALL BE PLANTED IN A 6" DEPTH PREPARED BED CONTAINING AN "ANNUAL BED MIX" COMPOSED OF 1/3 PEAT, 1/3 COMPOSTED PINE BARK, 1/3 SAND AND DOLOMITE pH 6,0-6,5. FERTILIZE WITH "OSMOCOTE' PER MANUFACTURER'S DIRECTIONS. TOP DRESS 'WITH 1- LAYER OF SPECIFIED FINE MULCH. NA TIVE SUBSOIL PLANT MATERIAL SHALL BE GRADED FLORIDA NO, 1 OR BETTER AS OUTLINED UNDER THE 'GRADES AND STANDARDS FOR NURSERY PLANTS,- SECOND EDITION ST ATE OF FLORIDA, DEPARTMENT OF AGR'ICUL TURE AND SHALL CONFORM TO AAN STANDARDS FOR NURSERY STOCK (ANSI 260,1-1980), SHRUBS SHALL BE PLANTED IN CIRCULAR PLANT PITS WITH A DIAMETER OF 16" GREATER THAN THE ROOTBALL OF CONTAINER. TREES SHALL BE PLANTEZ IN CIRCULAR PITS WITH A DIAMETER OF 12" GREATER THAN ROOTBALL OR CONTAINER AND BACKFILLED WITH PLANTING SOIL MIX, PALM FRONDS SHALL BE ~ED UP IN TRANSIT TO JOB SITE AND KEPT IN THAT POSITION FOR A PERIOD OF TWO MONTHS AFTER INSTALLATION REMOVE ALL PLANT LABELS, TAGS, FLAGGING TAPE AND RIBBON FROM ALL TREES, AND SHRUBS UPON FINAL ACCEPTANCE OF THE LANDSCAPE. REMOVE ALL FLAGGING TAPE, OR TAGS f- :r: --.J --.J <{ 0::: LLJ > o NO SUBSTITUTIONS SHALL BE MADE WITHOUT THE EXPLICIT WRITTEi~ PERMISSION OF THE LANDSCAPE ARCHITECT. PLANS SHALL BE BID BY ALL BIDDERS AS SHOWN, SUBMIT WRITTEN VERIFICATION OF ANY PLANT MA TERIAL(S) THAT MAY BE UNAVAILABLE AS SPECIFIED, TO THE LANDSCAPE ARCHITECT, FERTILIZE TREES, SHRUBS AND GROUNDCOVERS WITH - "SIERRA" 7.5 GRAM TABLETS PER MANUFACTURER'S DIRECTIONS AND AT THE FOLLOWING RATE, LARGER CONTAINER PLANTS/TREES = 1 TABLET PER GALLON SIZE 5 GALLON CONTAINER = 4 - 5 TABLETS PER PLANT 3 GALLON CONTAINER = 3 - 4 TABLETS PER PLANT 1 GALLON CONTAINER = 2 - 3 TABLET PER PLAN T SHRUB ROOTBALL CROWN TO BE FLUSH WITH FINISH GRADE , ! f- :r: 11- II f ==111 II' ~II 11- ----- ~m IT! IT! IT! IT! jT -=111==111==111==111==111- f 2 X BALL DIA. f SPECIFIED PLANTING MIX, WATER AND TAMP TO REMOVE AIR POCKETS 6" MIN. ON ALL SIDES. POST STAKE DRIVEN 24"-30" FIRMLY INTO SUBGRADE. ~ :r: ~ z :::l 0::: f- COORDINA TE THE INST ALLA TION OF TREES AND PLANTS SO AS TO NOT OBSCURE THE SITE VISIBILITY TRIANGLE AT INTERSECTIONS AND THE VISIBILITY OF DIRECTIONAL SIGNS OR LIGHTS, FIELD ADJUST TREE AND PALM LOCATIONS AS REOUIRED TO A VOID CONFLICT WITH LIGHT POLES, ETC. THE OWNER SHALL PROPERLY MAINTAIN TREES AND PLANT MATERIALS AFTER FINAL ACCEPTANCE IN ORDER TO MAINTAIN UNOBSTRUCTED VISIBILITY FOR PEDESTRIANS AND VEHICLES. ALL TREES SPECIFIED AS BALLED AND BURLAPPED SHALL BE 'ROOT PLUS GROWERS' TAGGED AND APPROVED TO ENSURE PROPER HARDENING OFF PRIOR TO INST ALLA TION ONSITE. ALL TREES PLANTED USING EITHER A TREE AUGER OR TREE SPADE ARE TO BE CORRECTLY WATER SETTLED TO ENSURE NO FUTURE SETTLING. ALL TREES THAT SETTLE CROOKED WILL BE RESET BY lANDSCAPE CONTRACTOR. ALL HOLES DUG BY EITHER A SPADE OR AUGER ARE TO BE SCORED ALONG ALL SIDES TO ALLOW ROOT GROWTH TO ESCAPE LIMITS OF EXCA VA TION. APPLY "DEVRINOL" SELECTIVE HERBICIDE (DRY FLOWABLE) PER MANU- F ACTURER'S DIRECTIONS TO ALL PLANT BED AREAS PRIOR TO MULCHING, USE A PROPERLY CALIBRATED GRANULAR APPLICATOR AND 00 NOT APPLY CHEMICAL DIRECTLY ONTO LEAVES OF PLANTS, ALL PLANT BEDS AND TREE RINGS SHALL BE MULCHED WITH A 3" DEPTH LA YER OF PINE BARK MULCH (MEDIUM SIZE CHIPS). DEPTH SHALL BE MEASURED AFTER COMPACTION, REMOVE MULCH FROM CANOPIES OF SHRUBS AND PROPERLY "TUCK-IN" MULCH ALONG EDGES. 00 NOT PILE MULCH AROUND THE BASE OF TREE TRUNKS. PROVIDE A 3' DIAMETER MULCH RING AROUND ALL PROPOSED AND EXISTING TREES WHICH DO NOT FALL WITHIN A MULCHED PLANTING BED OR ARE SURROUNDED BY TURF. GROUNDCOVER AND SHRUB BEDS SHALL BE PLANTED ON TRIANGULAR SPACING WITH PLANTS INSTALLED AND FACED FOR OPTIMUM GROWTH INTO THE BED, CURVILINEAR BED LINES SHALL BE ACCURA TEL Y SCALED FROM PLANS AND LAID-OUT IN THE FIELD. IF FIELD CONDITIONS ARE DIFFERENT FROM PLANS, IMMEDIA TEL Y NOTIFY THE LANDSCAPE ARCHITECT OR ON-SITE REPRESENTATIVE FOR FIELD ADJUSTMENT OF MATERIALS, ALL PLANT MATERIAL SHALL BE GUARANTEED FOR ONE (1) YEAR AFTER FINAL ACCEPTANCE. ALL TREES, PLANTS AND/OR GRASSING NOT FOUND IN A HEALTHY GROWING CONDITION AT THE END OF THE GUARANTEE PERIOD SHALL BE REMOVED FROM THE SITE AND REPLACED WITHIN TEN (10) DAYS AFTER WRITTEN NOTICE. ALL PLANT REPLACEMENTS SHALL BE OF THE SAME KIND AND SIZE AS SPECIFIED IN THE PLANT LIST. THE REPLACEMENTS SHALL BE FURNISHED, AND INSTALLED AS HEREIN SPECIFIED AT NO ADDITIONAL COST TO THE OWNER. THE IRRIGATION SYSTEM SHALL BE GUARANTEED FOR ONE (1) YEAR AFTER FINAL ACCEPTANCE FROM DEFECTS IN MATERIALS AND WORKMANSHIP. AN 'AS-BUILT" OF THE LANDSCAPE AND IRRIGATION PLANS SHALL BE MADE BY THE LANDSCAPE AND IRRIGATION CONTRACTOR. THE "AS-BUilT" SHALL BE UP-DATED DAILY AND SHALL BE KEPT ON-SITE AT ALL TIMES DURING THE CONSTRUCTION PERIOD. ANY AND ALL DEVIATIONS FROM THE ORIGINAL CONSTRUCTION DOCUMENTS SHALL BE DULY AND ACCURA TEL Y RECORDED. f., REPRODUCIBLE OF EACH 'AS-BUILT" SHALL BE PROVIDED BY THE LANDSCAPE AND IRRIGATION CONTRACTOR TO THE OWNER'S CONSTRUCTION REPRESENTA- TIVE AND TO THE LANDSCAPE ARCHITECT PRIOR TO FINAL ACCEPTANCE AND PAYMENT OF RETAINAGE. HEIGHTS ARE AS SHOWN ON PLAN 2"-3" MULCH (AS SPECIFIED) 2- PLY RUBBER HOSE DOUBLE STRAND 12 GAUGE GALV, WIRE TWISTED ,3" -4" EARTH SAUCER FINISH GRADE 2' WOOD STAKE 3"-4" EARTH SAUCER 3" MULCH LAYER - -..-:- ......:..-..-- CLEAN SAND BACKFILL NA TIVE SUBSOIL -~FINISH GRADE NA TIVE SUBSOIL 2 X BALL DIA. }----.3 X BALL DIA f SPECIFIED PLANTING MIX, WATER AND TAMP TO REMOVE AIR POCKETS 6" MIN, ON ALL SIDES. PALM TREE SCALE: N.T.S. SHRUB PLANTING DETAIL SCALE: N.T.S. TREE STACKING DETAIL SCALE: N.T.S. DISTANCE BETWEEN PLANT MATERIAL TYPES SHOULD BE THE GREATER OF THE TWO SPACING DISTANCES (SEE PLANT LIST) 3"-4" EARTH SAUCER A T THE TIME OF FINAL ACCEPTANCE, THE LANDSCAPE CONTRACTOR SHALL PROVIDE THE OWNER WITH A MAINTENANCE MANUAL CONTAINING INSTRUCTIONS FOR THE PROPER CARE OF ALL MATERIALS SPECIFIC TO THE JOB, INCLUDE IRRIGATION TIMECLOCK OPERATING DIRECTIONS AND MANUF ACTL'RER'S LI TERA TURE TO OWNER'S REPRESENT A TIVE. LANDSCAPE CONTRACTOR SH ALL SUPPLY THE OWNER WITH A BID TO PROVIDE YEARLY MAINTENANCE OF THE SPREAD f MULCH f NOTE: CENTER TO CENTER SPACING (O.C,) VARIES FOR DIFFERENT PLANT SPECIES. SPACE EACH VARIETY OF PLANT EQUALLY IN PLANTING AREAS. THE OWNER SHALL BE RESPONSIBLE FOR THE PROPER MAINTENANCE AND WATERING OF THE LANDSCAPING AND TURF AFTER FINAL ACCEPTANCE. "-- SOD ~ TREES ADJACENT TO BUILDING SHOULD BE PLANTED AT LEAST 1/2 THE DIAMETER OF THE CANOPY AWAY FROM THE BUILDING WALL, PALMS SHOULD NOT BE PLANTED CLOSER THAN 5' FROM THE BUILDING WALL. 0::: <{ W --.J U 2"-3" MULCH r(SEE SPEC. FOR TYPE) / .I FINISH GRADE DISTANCE BETWEEN THE AND THE CENTERLINE OF SHRUB BED IS THE O.C, (ON CENTER) SPACING OF THE SHRUB ,-D ~ Z :::l 0::: f- SHRUBS AND GROUND- COVER ADJACENT TO CURVED EDGES SHALL BE PLANTED IN ROWS PARALLEL TO THE BEDLlNE ,-D ______ DISTANCE BETWEEN THE EDGE OF PAVEMENT AND THE CENTERLINE OF SHRUB BED IS THE o,c. (ON CENTER) SPACING OF THE SHRUB SHRUB ROOTBALL CROWN TO BE FLUSH WITH FINISH GRADE SPECIFIED PLANTING MIX, WATER AND TAMP T9 REMOVE AIR POCKETS 6' MIN, ON ALL SIDES. NATIVE SUBSOIL PLANT LIST AND D~AILS GEN. REV. DESCRIPTION REVISIONS JOB NO. DESIGN SEA SEA DRA'w'N SEA DATE SEA 5-7-05 BY FILE LPMAS TREETOPS AT DRUID CURB OR SIDEWALK EDGE SHRUBS AND GROUNDCOVER ADJACENT TO STRAIGHT EDGES SHALL BE PLANTED IN TRIANGULAR SPACING WITH ROWS PARALLEL TO THE STRAIGHT EDGE. 11/15/06 ADD DWARF INDIAN HAWTHORN TO SIDE OF BUILDINGS AND CHANGED THE HEDGE ADJACENT TO TRAILER PARK TO SANDANKWA VIBURNUM PLANTING ISLAND DETAIL SCALE: N.T.S, MULTI-STEM TREE PLANTING DETAIL SCALE: N,T.S 8/31/06 DATE PREPARED FOR: SAMTER CONSTRUCTION SHEET 2 OF 2 SHEETS OIL PIPELINE MARKER b<b< ",0, +"''0 1"''0 ,\Q .,'\ --+ <:l" ",'\ I '0'" ",,, ----j ()() ",0, -F '0'0 _p'O ,b< -p'O lob< ",'\ + b<() "J'\ + '1- I~"'" '0 ,~~ b< <>.''0 ,~~ +",:~"il '\ ~--~~\ "J'O~ , ",'0) : " SIGN b<' \I> ,q ,,:>'\ ",'\ ,'0 ",'" ~() ~____P~E1' ",0, ",'0 ,,,,'0 ",'0,.,'0 3'x3' -~/ F,C M. I MAS COLUMNS 4"x4" I PR M 1752 1 I I I I I ()Io ":> ":>() I b<'" '))"1 +",,,, '0":>.,'0 ",'0 ",'0'0'0 ^j -1 -' If ~ + 1--10.00,1 .. I o I I o I c) : I ~ '0' 11); ,,:>0, ,I 1>'\ ,""oJ ",'0 I> ~ 10":>'" 0,0,'" -p'O C\J X.,'O f'O _~' I -pro _p":> '0 -I)":>) it~ 1 4 -P: I ~ I ~ Platted Right-of-Way Easement I V I ~ (Plat Book 90, Page 59) --113o.cf ~ ~ ~ ... I 'CA7 P&A 16 5: : I 11",4" 2p&AI7' I ~ ",'0 'J-'" 0,1> r ,," ()'\ ,,:>1> ~... .,'Ow IflO +~p'\ -P" +g:'P .:3 " +"Jb< &A 18 I (6'''' ~I S 01 \-.712" &A 19 ~ I I 1 1 .. cfl ? I I ~I ",":> I ",'J- ",'0 f'O I I I I I I I I I ~ g I hI> ";J 1>'" ",10 .",,,Sr' I -+?'O ~ ",'0 1,...,'0 ~ I I 2' CONC. CURB '}.. ,~ 1>' " . ~~ ,,,,'.", :.; v 5' CONC, WALK h<>. ",'\ 0," -p~ * '0' -p ",I> -L?":> 12" 17",7" ",'0 OIL PIPEL~'O,MARKE~ ,,,:>0,,, i"Jo, ~'O) '\. (~ ,., -~.'\ ",'0' I '0 + I 1 1 " ~ ,," ,,,," I 216" , 2 2 ", 1 2 .. I~ ,,":> ",'\ -I- City of Clearwater Drainage and Utility Easement (OR 5716, Page 872) &A 15 c o :.:; o ll", ~~ UI ~o .1- o~ 0..00 on: '" .~ G: a, () .. '" '0'0.. ~ -Pof n .. C\J C\J o r- Or- ",'0 <- -P'b ( (f)) ,,'O'\~ I>Q :p' -p" I " \y -p'o "," "Jb< -+ 1:3 " -* o,() -L"''o ",'" -+)) 10" F,I.R. 5/8' ^<If)~ ?O"~ ~ ^<:/~ "'-V 10",4" 14",13",12",11" o "J::; ",'0 b<1> -p'O -f''O !:! ~'O +"J'O ~ Q: C) ,":> ". -j"J "J":> "J'\ + !!'" (Q"o, tr?' k Q- 6 ",'0 .,'0' -I- ," ," ~'b'I"''O'" - '" 0, 0,0, .,. ",'\ '1- CONe. CURB "J'\ -j.?" lSi~ -t-- Q":> "J" 18' A~HAL T DRIVE " -j?'O $? .," 5; "J'O )(- '00, 'J" ~~~~ I Q ,," -j'" ITJ o LEGAL DESCRIPTION LOT 3 LESS THE EAST 200 FEET, SEVER PARK, AS RECORDED IN PLAT BOOK 90, PAGE 59, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA AND COMMENCE AT THE SOUTHEAST CORNER OF SECTION 18, TOWNSHIP 29 SOUTH, RANGE 16 EAST, PINELLAS COUNTY FLORIDA; THENCE N,Ol.03'04"E. A DISTANCE OF 1 093.27 FEET ALONG THE EAST BOUNDARY OF SAID SECTION 18, ALSO KNOWN AS THE CENTERLINE OF U.S. HIGHWAY No. 19; THENCE N.89019'03"W. A DISTANCE OF 300.01 FEET; THENCE N.Ol.03'04"E. A DISTANCE OF 1 00.00 FEET; THENCE N.89.19'03"W. A DISTANCE OF 200.00 FEET TO THE POINT OF BEGINNING; THENCE N89.19'03"W. A DISTANCE OF 184.60; THENCE N.01'22'22"E. A DISTANCE OF 1 00.01 FEET TO A POINT ON THE SOUTH RIGHT OF WAY LINE OF DRUID ROAD; THENCE S,89'19'03"E. A DISTANCE OF 184.60 FEET ALONG SAID RIGHT OF WAY LINE; THENCE LEAVING SAID RIGHT OF WAY LINE S,Ol022'22"W. A DISTANCE OF 1 00.01 FEET TO THE POINT OF BEGINNING. "J" "J" --------~ '\":> -j.?0 ,I> ". +, ... &A 12 op 'J":> ,,<:) -.j-?" '0'0 +"JIQ 1 .3" ... ... ... ... ... ~T LINE'" OF BA:ANA TR~ES " 0' o ... )< P&A 13 ... ... ... ~ ... 'V ... L66 &A 20 "- ':f 6 '\ ... &A~ .~ ,b< -j.?'" 4" <'6'6' 7" &A 22 L69 &A 2: 4" (:b0" 10~ ... :\ 5" Q -t.?":> <8> ,,"J ",':> + 1 7" ,,() -f''O b<":> "J'O 0'0 -f''O I~~ '" ~ Q.~ ",0'cJ 's) ") b<b< '0' -j) ... ... ... ... 6" ... &A 24 1...71 k> L7'2 C5 ~P&A 25 '00, b<' -p ,,'" +'.1'" ",Q ^p ",":> ",,, ,"J ~~ 1 . 0,"J -e'" xx" * XX" <8> XX" ~ XX" ~ XX" & XX" ~ XX~ XX" ~ BOUNDARY, TOPOGRAPHIC,TREE & WETLAND SURVEY SECTION 18, TOWNSHIP 29 SOUTH, RANGE 16 EAST CITY OF CLEARWATER PINELLAS COUNTY, FLORIDA "J' '0' ^j ~~----- ,\0, -j.?'o DRUID ROAD 100' RIGHT OF WAY ,j2' ASPHALT PAVEMENT I~~ I "J"'.'\ '.,10 ,'0 P" L50 2' CONe. CURB 5' CONe. WALK FIR 1/7" P~M 3983 (WITNESS CORNER) 5 P&A 4 ~/ , P&A 3 , , P&A 5 .~ / ..P&A 2... L45 L47 L48 P&A 6 W...~ ... L46 '" NO _ N N 0 ;" N ~ N o V1 L49 890 1 9' 03" ...584.60'... ... S89'19'03"E ... ... ... 18450' ... ... ... ... ... ... ... ... ... ... ... ... ... ... ----. (L ... 0 o o o 0, o .. ~ u E D' r- N P L A T T ... w ... '" N N ;" o ~.. 11) N ;" C\J ~ ... ... ... ... ... ... ... ... ... ... o z ... 0 V1 G ~:~ ~'>. &-G <0 o '" &~ <( ... ... ... ... ... ... ... ... ...L... ... ... ... ... WETLAND CONSERVATION AREA N89'19'03"W 184,50' ... ... -~-~~~- ... ... ------ ... ~~-- ... ... '-- 5 59'19'03"E. 384,50 (P) .. A PORTION ... LOT OF ... 3 ... ... ... ... ... ... ... ... ... ... ... w .. .. ~ C\J .. C\J C\J ... ... ... ... ... ... ... ... ... o r- ... o z ... ... P&A 28 ... ~&A 29 I... /6 &A 32 ... ... ... ... ... L7S ... ... 1...77 ,,'D v ... ... ... ... P&A 30 (', --' <9 P&A 26 "'V- 'V ... &A 33 ... P&A 31 (' P&A 39 u L85 " &A 40 P&A3~ .~... P&A 41 '"'~ N,89'19'0.3"W, P&A 27 ~... o F.C,M, 4"x4" lo.l,^ 4.5 ,<;;, ,0 ",Y +"J nn P&A 34~ ~ P&A 35 /'C" ... - 191 P&A 44 &A 36 ,;; 'V <~i' 5890 1 8' 1 5"E ... L89 /' L90 P&A 43 584.61' P&A 42 ,-'0'2 P&A 37 b<'" "J":> + SURVEYOR'S NOTES: '0":> ~~ I b< " -p":> LEGEND 1. The survey shown title report. Existing restrictions, and/or UNE L44 L45 L46 L47 L48 L49 L50 L51 L52 L53 L54 L55 L56 L57 L58 L59 L60 L61 L62 L63 L64 L65 L66 L67 L68 L69 L70 L71 L72 L7.3 L74 L75 L76 L77 L78 L79 L80 L81 L82 L83 L84 L85 L86 L87 L88 L89 L90 L91 L92 hereon was prepared without the benefit instruments, if any, reflecting easements, ownership, were not furnished. of a current rights-of-way, installations 2. No underground th is su rvey. or improvements located as a part 0 f were #LB6890 3. of of cemeteries or burial on site at time No evidence survey. grounds was found 4. Ownership expressed or of this property is subject to implied by this survey. opinion of title and is not 5. Field survey was completed on 05-22-03. 6. Bearings and distances record and measured unless otherwise noted. are 7. Bearings are based on S.89-19'03"E.- Per Plat. the South line of Druid Road; said line bears - PROPERTY LINE 8. Subject property appears to be 125096 0017 0 dated 08-19-91 "x" per located in Flood Zone F.I,R,M, No. - Citrus Tree 9. This survey was person or entity is whatsoever without Inc. prepared expressly for the entities named. No other entitled to rely upon this survey for any purpose the expressed written consent of Burcaw & Associates, - Camphor Tree - Oak Tree 10. The survey traverse. a shown hereon prepared from balanced and adjusted was - Pine Tree 11, Attention is directed to the fact that this or enlarged in size due to reproduction. This consideration when obtaining scaled data. s u rv e y should may have been be taken into reduced - Sweet Gum 12. Elevations shown Campus-D, (Elevation hereon 53.88') are based on Pinellas County Benchlllark and is reference to N,A.V.D.1988. - Maple Tree 13. Subject property contains 0.863 Acres of Wetland Upland for a total of 3.355 acres or 146,181 square and 2.492 Acres of feet, more or less. - Chinaberry Tree - Unknown N89'19'03"W. ~ &A 1 / LESS THE EAST 200.0' REMAINDER OF LOT 3 (NOT INCLUDED) UNE TABLE LENGlH 30.23 104.03 51.09 73,58 81.74 57.24 110.31 22.60 56,32 23,61 24.11 16.79 4.20 24.81 23,45 19.39 58.20 12.18 40.34 12.59 14,66 22.76 14.75 24.20 26.45 13.41 29.12 17.85 23.23 7,85 39.13 38.17 22.36 21.57 16,61 25.70 28.27 33.56 25.80 20.63 29.50 18.96 16.10 16.10 31.33 19.91 21.50 22.23 1.28 125,00' BEARING N69'4.3'04"E S89'54'14"E N82.15'05"W N89'47'50"W S88'37'41"W S86'02'07"W N8Tl1'.31"W S76'46'32"W S5T26'40"W S14'46'28"E SOl'44' 48"W S79'24'06"W S07"40'13"W SOl'52'59"W S80.44'10"E S38.13'04"E S15'06'01"E S14'32'22"W S27"03'19"W S35.57'17"W S26057'56"E S39.14'55"E S7.3"13'51"[ S14'44'21 "w S38'01' 37"E S7.3"32'05"[ S44'35' 40"E S70.02'05"E N79.36'14"E S27"39'16"[ N24032'32"E N84'43'30"E S64 '13' 40"E S73'25'19"[ N4.3".32'47"E S.30'04'50"E S22.40'24"E S72'10'38"[ N71'53'23"E S50.33'05"E N25'38'32"E N7.3"51'10"E N87"35' .30"E S.36'07'17"E S89'29'03"E S7T49'02"E N88'Ol'55"E N81'10'02"E N19'20'24"W 200 00' __J ~ I 1 j j ; ] l I I I:- o o Lf) 50 -+ o ..., ? 1 ~ '" l-o ~ . c:: '" c<:l Il) 0::: u · 'E '" Il) l-oC/) 0_ >"'c<:l Il) ..... > c:: l-o Il) ::l E C/) c:: . 0 r; .!::: (l) > v c:: c::~ '51:> . c:: ~ o 30 60 90 Scale 1 " 12'~ ~"0" 0'~.. ~ ,," P&A 9 ~ WE1lAND LINE 6':~- , ~10" <& 26" cS" ,\,.'O",o,~" ",'\.~P&A 10,,'0 ,,, -f' ",'0 "J":> +... +"J'\. ... -j.?"'... 4"~" :> 15" ':-t" -:h 5" _J ... lSS,AIP&A 11 P&A 12 ~ IfTJ L58 ... P&A "1 ,~ \' PULLBOX ,ii' h'\~ ~ 'p", T'J'" ~ "J'O ,_ -f'GJ TEU.:PHONE BOX I..,'o~ f.4 4" ,,:>" ~,~ '-2' ..y&A 7 + ~"J"J",_ C +?'}..~":> or->. "J' N n' ...~... ...+ .Jl/ -I w --+ o ..., ? o _LZ_ N.89'19'03"W. I .300,00' N.89'l c!'O.'3''W 75,00' (f) . :J 30 ft ---1 (J) r- o z >- <{ S I o I CJ) c ~ , In C .-- ~ .. -:> <i~ ZI"'") <.:)~ ~O'l ..:...... ~ ~ 3 ~ -< v .. 'S Ln C/.lLn......oos ~NOOOO v~~oou >mC'/("t")u -< l\1ooN~ ...c:: "'tl ~oo' bO't:: moo :::to......rf'irJ ~i:i:OO......s v ~ u.i 00 ..0 ~ ~~ ~ ~ ~ ~::r:~ ~ ;>I-ll. N ~ \0 . u ~ ~ ,..... r.rJ. 0)0 ~O'\ (}joo .~ \0 u+t: o~ r.rJ.~ r.rJ. < Cd en -+-' C (1) E (1) en o w (/)'1:) Z (1) 0'1:) (/)'1:) Gj<( a::~NI"'")~LJ')lD f- V1 <( W to w L') z <( Cl:: ~ ~ Lu Lu ~ t- <( f2 ~ o :z: ~ ~ C.C,R, = CERTIFIED CORNER RECORD S.I.R. = SET 5/8" IRON ROD & CAP (D) = DEED MEASUREMENT ~ = UTILITY POLE ~-- = GUY WIRE ANCHOR ~ = WATER VALVE o = FIRE HYDRANT ~ = ELECTRIC METER (g = CABLE TV BOX ffi = TELEPHONE BOX ~ = WELL = WETLAND LINE I f- ::J o V1 (J) N (L I V1 Z ~ o f- '" N ..., ()1 o co z o ~ <.J w V1 LL o >- IX <( o Z ::J o ill f- V1 <( W w -+ o ..., ? o z u .... .... ~ as ~ ~ ~ .... ~ ~ ~ tL .... ca o G ~ P,O,C, SOUTHEAST CORNER OF SECTION 18-29-15 Not valid without. the' .signature and original raised seal of a f.f~H~~ \~i~e"n~ed Surveyor & Mapper. 'J' t. . " /l!~~~~J-' BpO/o3 Mark J~ ~CarfbyA. 1"-;"V: Datal of Sfgnature Florida Prof~~io'tfat<'Sur(fVor and Mapper Number 4651 . . 't.",.. y, ':> '.~ t,'\ ~\, ., JOB NO, DRAWN DESIGNED CHECKED QC SHEET a:: ~ ~ a:: ~ -J l> lL. o ~ -- l> Q C: ~ ~ oa w e= 0' a.. ~ >--- It Q C: In LLi CO .,.. III C) It -- ui 0) t'I ~ cO .,.. ti III CI) ~ ~ ::> V) <: ~ r: V) ~ \0 o o ("t) LO 0\ \0 ("t) ("t) ~ ~ o rr .... IX o D:) ~ ~ ~ ~ (X) a o I ("t) ~ ~ ~ $-3709 GAP MJM 1 2 ..., ~ ~ Q. m c.; <:'! r- (") o o N en <X; t ~ ?- m en Q. o I- W W 0::: l- f Oil a. o I- Ql Ql ~ ,... o r- (") en C, c ':>. Ql ~ ::l en en (3 Ql '0 ~ u.. OIL PIPELINE MARKER ",'" ",,'" 1 .,'0 1 .,'0 ,,~ '\ I" ~'" .," 1 '0"" 1 .," ~~ +,'" ,,'0 +,'0' ,,'" +,'0 ",'" ". +' "'~ .," + ~ '0 1:3t'''"' , ~~ I '.,'0 I OIL PIPEL~ MARKER T<t>" 0 .,"'~'l, II"J"'~' , '" I~~ 2' CONC. CURB ~ I~ h.q., "J'" -r; * p'" ",'" +",'" 1 2",1 2",7" ,,'0 .0.. "," .'\ .<OJ +'~'O". " $',~ :~~"l5' CONC. WALK E---'-~\"'O""'O ,,"J-~<:5 "3 "J'O ~ I "J'O + ..., : ,,'- SI GN ~ "," \11 <<"," .," ,,'0 ",," 4 "'() j3- . "], .,"'.,'0 , "J'O .,'0-1. "J'O 3'x3' ~CM I' MAS, COLUMNS 4"x4" I PRM1762 I I I I I I c)'" ~ "'() I ","" <f,,~ +,'" "J'O ~)'O r-P'O ~~'I '-10.00'/ .. I o I I ~ : I o I ~ ~" L{) ~ ~'" II ,,'\ 'o.'0^J '0 ~ ~ '0",'" ",,,,'" +,'0 v N ~ .,'O:J f'O~ _W'^OI +,,,,,,, +,"''0'" +,"') ft~ 14 +'~ I I ~ Platted Right-at-Way Easement ~ I .....-' I ~ (Plat Baak 90, Page 59) &A 15 1--,1.30, cf" -/ c:s:h ~ ... 'CJl7 P&A 16 S : I 11",4" ;i~&A 17. I ~ .,'" ",,"" ",I> f' ",I> J?'" )'0 '-r'O _2p"1 +,1> &A 18 wi ~ I I 01 ~ I I ~I ?I I o ~I ~ I ",'0 a ",'" I ",,"" +,'0 (f) >;?'O f'O I I I I I I I I I ,,'" g 1>'" I ",'0 ,,,,,Sf\l>, -1-"''0' ,$I "J'O 1,,,,'0 ~ I I 1 1 " ~ "," -1. "J'" I 216" , 2 2 ", 1 2" I~ I '0'" '\. +' City at Clearwater Drainage and Utility Easement (OR 5716, Page 672) c :8 o l5,., ~i UI ~o .1- 0.<: ll.O' ocr ." .~ (i: 0> C) .. ...., ~ <0... <Xl -PaY< t') ... N N ,,'" C)" _p'O -P~ 3" ~12" 1 1 " (6' ... S o ~ I 'O""~ I>~ ~. -P'" I C)"J '0' -+~ "," 1>' -p 13" -* ",C) ..l .,'0' ",,"" ~. -P 10" FI.R, 5/8" ~"fl~ 20 "q}SJ ~ ^o~ 'JV 10",4" 14",13",12",11" o .,:; ",'0 1>1> -p'O -p'O X "J'O -p'O' ~ 0: Cl !?' " 4'2'" ,,'" '\. -P "J'" " -P ",,'0 ~' -"3 ,," ,," ~~ I "J'O" -r,;; '" '" '" "J~..;\ CONe. CURB .," -p" {I.:fJ J~' r ~ "C) 18' A~HAL T DRIVE I- Q' C5 " '0'" -P""'.l ,~-.\ , C) '\" -P rn " +,'0 :;; "J" :!? .,'0 )(- o LEGAL DESCRIPTION LOT 3 LESS THE EAST 200 FEET, SEVER P ARK, AS RECORDED IN PLAT BOOK 90, PAGE 59, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA AND COMMENCE AT THE SOUTHEAST CORNER OF SECTION 18, TOWNSHIP 29 SOUTH, RANGE 16 EAST, PINELLAS COUNTY FLORIDA; THENCE N.01'03'04"E. A DISTANCE OF 1 093.27 FEET ALONG THE EAST BOUNDARY OF SAID SECTION 18, ALSO KNOWN AS THE CENTERLINE OF U.S. HIGHWAY No. 19; THENCE N.89'19'03"W. A DISTANCE OF 300.01 FEET; THENCE N.01'03'04"E. A DISTANCE OF 100.00 FEET; THENCE N.89.19'03"W. A DISTANCE OF 200.00 FEET TO THE POINT OF BEGINNING; THENCE N89.19'03"W. A DISTANCE OF 184,60; THENCE N.01.22'22"E. A DISTANCE OF 1 00.01 FEET TO A POINT ON THE SOUTH RIGHT OF WAY LINE OF DRUID ROAD; THENCE S.89'19'03"E. A DI5T ANCE OF 184,60 FEET ALONG SAID RIGHT OF WAY LINE ; THENCE LEAVING SAID RIGHT OF WAY LINE S.01.22'22"W. A DISTANCE OF 100.01 FEET TO THE POINT OF BEGINNING. "J" Xl' ^) ~ ,,'" "J'O + "I> ". .{J ... &A 12 '0'0 Xl' -P 13" ... ... ",C) ",,,:> "C) 50' -P /\ EAST LINE OF BANANA TREES " 0' o .~ P&: " ... ... ~ ... &A 19 L66 &A 20 "- <0 -.J 6'\. &A~) 4" .~ "I> -p"" (6'.;> 7" &A 22 ((59 &A 23 ... 4" <'1>0 " 10""~ ... ~' C)" . .oF')'" <8> ,,'" -p'" 1 7" "C) -P" 1>":> .,'0 '0'0 Xl' -i'::> ,h ,?;f3'W .,C) ...,'0' .<... ~ q:~' ,,0"J'" ",,"J .,'" .,'0 , 1>1> So' -j5 ... ... 6" '00, 1>' -P ,,"" +^P ,,^J ~~ " "J .'" -p'" BOUNDARY, TOPOGRAPHIC, TREE & WETLAND SURVEY SECTION 18, TOWNSHIP 29 SOUTH, RANGE 16 EAST CITY OF CLEARWATER PINELLAS COUNTY, FLORIDA .," .,'0 ,,'" Xl' -P DRUID ROAD 100' RIGHT OF WAY .32' ASPHALT PAVEMENT " ~~ .,<o~" .,'0,,'0 +,V LSO 2' CONe. CURB 5' CONe. WAl.K FIR 1/7" P~M 3983 (WTNESS CORNER) \_A~P): ~ ~ 8 L45 - , ~'l N ..P&A 2... ... 0 N (/) P&A 4 j L41 P&A 3 P&A 5 '''' , , L48 P&A 6 L49 l46 890 1 9' 03" -, W... ... ... 584.60' ... ... ... ... S.89'19'03"E ... ... ... 184.60' ... ~ ... ... ... ... ... ... ... ... ... ... --- Q- ... 0 o o o o. o ~ u E D' ~ N P L A T T ... w ... [', N N ~ o z oi 0 ~.. L{) N ~ N ... ... ... ... ... ... ... ... 0 G ~-0 G .fi' ((;<,,;. 0<; '\ ~ <P ... (/) WETLAND CONSERVATION AREA ... ... L_... ... ... --- ... N,89'19'0.3"W 184,60' ... ... --~ ... ... --- ... -- S 8Sn 9'D3"F 384.60 (P) . A PORTION ... ... LOT OF 3 ... ... ... ... ... w .. .. " N .. N N ... ... o ~ o z P&A 28 us ... J&A 29 , 1..>6 &A 32 ... ... 0,/ ^I'D v ... P &A 30 (', -' <9 P&A 26 ;:- ...'0 ... P&A .31 &A 33 ... (' P&A 39 ...." L86 J&A 40 P&A 3~" '~... P&A 34~ ~"-'6'2- ... &~&~6:J. 584. ~;A,41 ... ""'X"'" '- P&A 35 P&A 37 N.89'19'O:)"W P&A 27 ~... o F.C,M. 4"x4" D..A .dO:; ~ ,.., on .. ~ P&A 44 ",- P&A 42 S890 18' 1 5"E ... L8g '" L90 P&A 4.3 1>'" -p":> SURVEYOR'S NOTES: '0'" ~. Th~ r I> '0 +,'" LEGEND 1. The survey shown title report, Existing restrictions, and/or UNE L44 L4S L46 L47 L48 L49 L50 L51 L52 L53 L54 L55 L56 L57 L58 L59 L60 L61 L62 L6.3 L64 L65 L66 L67 L68 L69 L70 L71 L72 L73 L74 L7S L76 L77 L78 L79 L80 L81 L82 L83 L84 L85 L86 L87 L88 L89 L90 L91 L92 hereon was prepared without instruments, if any, reflecting ownership, were not furnished. the benefit easements, of a current rights-of-way, 2. No underground th is su rvey. installations or improvements located a part 0 f were as #LB6890 3. of on No evidence survey. of cemeteries or burial grounds was found site at time 4. Ownership expressed or of this implied property IS su bject to by this s..Jrvey. of title and IS not opinion 5. Field completed on 05-22-03. su rvey was 6. Bearings and distances record and measu red unless otherwise noted. are 7. Bearings are based on S.89.19'03"E.- Per Plat. the South line of Druid Road; said line bea rs - PROPERTY LINE xx" * XX" <8> XX" * XX" - XX" & XX~ XX~ XX" ~ 8. Subject property appears to be 125096 0017 D dated 08-19-91 "x" per F.I.R.M. located in Flood Zone No. - Citrus Tree 9. This survey was person or entity is whatsoever without Inc. prepared expressly for the entities named. No other entitled to rely upon this survey for any purpose the expressed written consent of Burcaw & Associates, - Camphor Tree - Oak Tree 10. The survey traverse. a shown hereon from prepared balanced and adjusted was - Pine Tree 1 1. Attention or enlarged consideration survey should is directed to the fact that this in size due to reproduction. This when obtaining scaled data. may have been be taken into reduced - Sweet Gum 12. Elevations shown Compus-D, (Elevation hereon are based on Pinellas County Benchmark 53.88') and IS reference to N.A.V.D.1988. - Maple Tree 13. Subject property contains 0.863 Acres of Wetland Upland for a total of 3.355 acres or 146,181 square and 2.492 feet, more Acres of or less. - Chinaberry Tree - Unknown N89'19'0.3"W &A 1 , 200 00' LESS THE EAST 200.0' I ~ r.FJ I-. ~ . c: r.FJ (\l ~ 0: u . 0> I-. if, ~ l-.ifJ 0_ >-, (\l ~ .j-J ;> c: I-. ~ ;:l E Vl c: . 0 ~ .::: ~ ;> ~ c:: C:L.U '5iJ . c: L.U ft ~ ~ ~ o 30 60 90 Scale 1 .. 1 2'~ ~: 0' '>".. ~6" ~ 6 ,:~_ ~&A 9 ... WE lLANO LINE ~10" ~ 26" 5" ............ -p,,'-'O.So""~" .,"'t P...&A ~"": -P"": 4"5" ~15" 4" ~ 5" ~ ... L~S~P&A 11 P&A 12 ~ "jj L58 ... P&A 1'1 .::. \'--... " Ij;bv \. PULLBOX ,iJ" 1";\... ~ "J'O~", '''J''' " .,'O~' -j5" U TELEPHONE BOX .,'O~ ~ 4" '\ ,P&A 7 + ",'0 .,~ "-,,? _, ~""J ~,~C ~<:5~ " +? '" , -,,- .," N 0' ...~... ...+ '-..IV I -----~--------- ------------ -- ----_._----------------~ REMAINDER OF I_OT ,.oS (NOT INCLUDED) UNE TABLE LENGlH 30.23 104,03 51.09 73.58 81.74 57.24 110.31 22.60 56.32 23.61 24.11 16.79 4.20 24.81 2.3.45 19..39 58.20 12.18 40. .34 12.S9 14.66 22.76 14.75 24.20 26.45 13.41 29.12 17.85 23.23 7.85 39.1.3 38.17 22.36 21.57 16.61 25.70 28.27 3.3.56 25.80 20.63 29,50 18.96 16.10 16.10 31.3.3 19.91 21.50 22,23 1.28 [--~- o o In _.on _.__J ~ 125,00' BEARING N69.43'04"E 589'S4'14"E N82"15'05"W N89.47'SO"W 588'37'41"W S86.02'07"W N8Tl1'31 "w S76.46'32"W SST26'40"W 514'46'28"E 501'44'48"W S79.24'06"W SOT40'l.3"W SOl'52'59"W 580'44'10"E S38'13'04"E S15'06'Ol "E S14'32'22"W S2T03'19"W S.3S'57'17"W S26'57'56"E S39.14'55"E S73'13'51 "E S14.44'21 "w S38.01' 37"E S73'32'OS"E S44'.35'40"E S70'02'OS"E N79'36'14"E S2T39'16"E N24'32'32"E N84.43'30"E S64.13'40"E S73.2S'19"E N43'32' 4 7"E 5.30'04'50"E S22'40'24"E S72'10'.38"E N71'5.3'23"E S50'33'05"E N25'38'32"E N73.51'10"E N8T35'30"E S36.07'17"E S89.29'03"E S7T49'02"E N88.01'55"E N81.10'02"E N19.20'24"W o o o o W -t' o r<) SJ o __ L7_ N 89'19'u.)''W IS.ClQ' oi "-I o r<) ;:-J (f) . ::J 30 ()) ~ o z >- <{ S I (j I C\') C ~ ~ C ~ .. -:> <!~ ZI"") (.?~ ~(J) o .::::. ~ -< Q) .... '3 l.I'l (/)l.I'l'-<ooS ~NooOO v~~oou >("(')N("(')U -<<'IlooN~ ...c:: "'t:l ~oo' b.O '~ n"l 00 ::I O.-<rori (3 ~'G:00.....1-. "' "00::1 '" ~U.l ..0 :5 ~Z ~ ~ ~~~~~ CL. N ~ 1.0 . u ~ ~ " rJ1 Vo ~O'\ (\Soo .~ \0 U+t: OCQ rJ1.....J rJ1 < c:d [f) ....... C V E V [f) o w Vlu Z V 0"0 VlU Gj<!: ~~NI"")"<t"L()(D f--- (/) <( W to w o z <( Q:' ~ ~ Lu Lu g: I- <( f2 ~ o J: ~ ~ a: ~ ~ a: ~ -J U LL o ~ - t> ... &A 24 L'/I L7L. ~" :::rP&A 25 I>'V -P C.C.R. = CERTIFIED CORNER RECORD S.I.R. = SET 5/8" IRON ROD & CAP (D) = DEED MEASUREMENT ~ = UTILITY POLE 5--- = GUY WIRE ANCHOR H = WATER VALVE o = FIRE HYDRANT ooru = ELECTRIC METER ~ = CABLE TV BOX m = TELEPHONE BOX @l = WELL = WETLAND LINE N.89'19'm"w 300.0U' --- ~_n_ ____I I f--- => o (/) OJ N (L I (/) z 3= o f--- ['-. ('l r<) OJ o 0Cl "7 ~ o f= U W (/) u. o >- Q:' <i o Z ~~ o m f- (/) <( w Ld 0;1' o r-r) p o z u ...... ...... ~ ~ ~ ~ ~ ...... o ~ ~ t ...... ca o G ~ POC SOUTHEAST CORNER OF SECTION 18--29-16 Not valid without the signature and original raised seal of a Florida licensed Surveyor & Mapper. ~ ~af::1~ Dat0;~t;'. Florida Professional Surveyor and Mapper Number 4651 JOB NO, DRAWN DESIGNED CHECKED QC SHEET ~ ~ ~ oa ~ ~ o Q. ~ >--- tC Q =2: EO uj <0 ~ ILl (!) tC -- uj ~ ~ cO ~ ti ILl CI) r..... ~ ::) V) ~ ~ ~ V) ~ \.0 o o f't) It) 0'\ \.0 f't) f't) ~ '-l ~ Q rr ~... Q (Q ~ ~ ~ ~ to f't) o o I f't) ~ ~ ~ $-3709 GAP MJM 1 :i: ..., :i: :i: n. m C') ~ r- C') o o N m ro ci ~ U f- f- en U) Q. o f--- W W n:: f- a ~ :g Ul 0. o f--- <ll <ll t: r- o r- C') ~ co c: >- <ll ~ " U) Vi ti <ll o ~ u... OIL PIPELINE MARKER 1>.'" ,\-0.. e'" i'':l'''' '\<;) '\' I'" C)<O ..,,,. C)C) ~' -P <0'" -p"" ,,'" -p'" <0'" ". -p ~ '" 1i-'0\ I~?f I ..,'" OIL PIPELII@' MARKER T lb' 0 ,..,o,~'1. 11..,0,~' I>. I~;g; ."",,, 2' CONC. CURB ",,,,,, ~'O':--. ~'b'J '0' ^j .~", -P '\ ' 'ICIf' e----Q ..,,,,~<o 'b,:,-":l ~ ~ I ..,"" -P _+~----- I I I ,," _ SIGN","" W .;f. ~" .1 ",c)' ~ . ~ 1""0..' ..,"" 3'3' ~ x F.C.M. MAS, COLUMNS 4"x4" 'b'\- 1..,<0' ",C) '\, -p n, ~ ")'\ !O' ^j ,\'J -p'O' ,,'" '\' -p 0..<;) ~. "j ",'" -p'O' <oC) !o. -P BOUNDARY, TOPOGRAPHIC,TREE & WETLAND SURVEY SECTION 18, TOWNSHIP 29 SOUTH, RANGE 16 EAST CITY OF CLEARWATER PINELLAS COUNTY, FLORIDA ",," ". ^j ,,0.. -p<O' DRUID ROAD 100' RIGHT OF WAY 32' ASPHALT PAVEMENT -S\~'" ")'", '~. 5' CONC. WALK ")'\. I q; .' 11'~~__ -'-~' 1 ;~'" 1 ~1 2",7" ~ ~ ~ ,4!b \ - PULLBOX if.5 y~ ...1... ..,G:>:", ~'~ ""G:>~: I..,G:>' U TELEPHONE BOX ")'<:,"'. ... 4" -. 1 'JG:> \...S'\ 1"''')' ~S5 ~ 1 - 1"",,0.. N I~n 'hV... t:!S;h... ...~ - I '-Jl/ P.R.M,1762 I 216",22",12" I~ I G:>~ '\. -p ,'0 '\. -p 4" 5" 4" City of Clearwater Drainage and Utility Easement (OR 5716, Page 872) ... . o o c: o :;:; E 0>> ~~ u,L .. 0 "'I ~... 0", u.oo oQ: '0 'C o G: c)") -p<O' 13" -* o"C) .l")"y 1 0" F.I.R. 5/8" .<111_ 20"~ 5" ~ ....J ... (6' ... S ~'\ ",. -p '\-'\- -p~' ~ ~~~ '-J...7 10",4" 14",13",12",11" o +~'b ~'b");; 'b ~'b "-,,,I>. J -p X. "J' -p" Is; iE CJ .'2> <0 4i/' ,,~ -f' ,\-G:> 'b' _":i ,,'\ ~ ~~~<o ~ ''''-' ")" ' 'I q; , CONC. CURB /-. CC is '1",0.. ~~.., I () '1<0 -p ill '\ -p"" q "J" <lJ '0' if _:J o LEGAL DESCRIPTION . LOT 3 LESS THE EAST 200 FEET, SEVER PARK, AS RECORDED IN PLAT BOOK 90, PAGE 59, PUBLIC RECORDS OF PINELLAS COUN TY, FLORIDA AND COMMENCE AT THE SOUTHEAST CORNER OF SECTION 18, TOWNSHIP 29 SOUTH, RANGE 16 EAST, PINELLAS COUNTY FLORIDA; THENCE N.01"03'04"E. A DISTANCE OF 1 093.27 FEET ALONG THE EAST BOUNDARY OF SAID SECTION 18, ALSO KNOWN AS THE CENTERLINE OF U.S. HIGHWAY No. 19; THENCE N.89019'03"W. A DISTANCE OF 300.01 FEET; THENCE N.01"03'04"E. A DISTANCE OF 100,00 FEET; THENCE N.89019'03"W, A DISTANCE OF 200.00 FEET TO THE POINT OF BEGINNING; THENCE N89019'03"W. A DISTANCE OF 184.60; THENCE N,01022'22"E. A DISTANCE OF 100.01 FEET TO A POINT ON THE SOUTH RIGHT OF WAY LINE OF DRUID ROAD; THENCE S.89019'03"E. A DISTANCE OF 184.60 FEET ALONG SAID RIGHT OF WAY LINE; THENCE LEAVING SAID RIGHT OF WAY LINE S.01022'22"W. A DISTANCE OF 100.01 FEET TO THE POINT OF BEGINNING. ..,~ 'I' -p ")" -p" J:&~ r ~ ,\Sl 18' A~HALT DRIVE v:>'1..- \... ... ... ~ WETLAND LINE G. Lr' ,\G:> -P'\-.... "G:> -P'\-'... ... ... ... L58 ... 13" ... ... ... ~T LINE "'OF BAN"'ANA TR~ES 0..0.. -p'\-' r" ()l o ... ... ... ... ... s; ... ... ... L66 "- <0 -..J c:::. ''4 '-' r'- L~F'\ (:j,:::) ,. w, ... ,,'" -p,\-' (~ .. ... 7" L69 4" (:00" 10"'~ ... ~5~'" ~ ~ C) -P~' ~ '<>") -p~' 17" ""<;) -pG:>' G:>'" -pG:>' I~@ ",'J ":lC) ")G:>' ")G:>' '" ~ Q.-<- .p~ ,\-'" ")'O? ")G:>' I ",'" -pG:>' ... ... ... ... ... ... ... ... ... ... 6" L /7 !O 1...7 7- C::J r '00.. 1>.' -P <o'\- -p~ ,,":l 4~ 0..") -p~' " I~~ ")'0:" ")<0-..", ----f" LSO 2' CONC, CURB 5' CONC, WALK L47 L48 -J...46 L49 89019'03" .. 584.60' ... w... ... ... ... ... ... .. ... S.89'19'03"E. ... ... ... 184.60' ... ... ... ... .. ... ... .. ... .. ... ... ... ... ... ... ... ... .. --.. ll. ........ ... ... ... ... .. .. 0 ci o ... .. u E D' N P L A T T ... w ... N N N :'l o z ... ... ... .. .. ... .. ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... .. .. ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... .. ... ... ... ... ... ... ... ... ... . 1___. ... ... ... WETLAND CONSERVATION AREA N.89'19'03"W, 184.60' ... ... ... ... S.89'19'03"E. ... ... ... ... ... ... A PORTION ... ... LOT OF 3 ... ... ... ... ... ... ... ... .. ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... us ... - .. ... ... ... ... ... ... ... ... ... ... ... ... 1../6 ... L7/ "'CO 'v ... ... ... ... .. (", ...:. <9 ... ... ... ... ... ... ;:; ..." ... .. ... ... ... ... ... ... ... (' L86 ~... ... ... ...... ~ ~... ~ 584.61' L90 <- ",.' --P nn ... "'~i<;;' L9 '" S8go 1 8' 1 5"E L89 ",0.. -p<:>' SURVEYOR'S NOTES: "'~ ~. ~~ r '" <0 -p~' LEGEND 1. The survey shown title report. Existing restrictions, and/or of a current rights-of-way, hereon was prepared without the benefit instruments, if any, reflecting easements, ownership, were not furnished. 2. No underground this survey. installations or improvements located as a part 0 f were HLB6890 3. of on site at time No evidence su rvey. of cemeteries or burial grounds was found 4. Ownership expressed or of this proper-ty is subject to implied by this survey. opinion of title and IS not 5. Field survey was completed on 05-22-03. 6. Bearings and distances record and measu red unless otherwise noted. are 7. Bearings are based on S.89019'03"E.- Per Plat. the South line of Druid Road; said line bears = PROPERTY LINE xx" * xx" <8> XX" ~ XX" ~ XX" & XX" ~ XX+ XX" ~ 8. Subject property appears to be 1 25096 0017 D dated 08-1 9-91 "x" located in Flood Zone per F.I.R.M. - Citrus Tree 9. This survey was person or entity is whatsoever without Inc. prepared expressly for the entities named. No other entitled to rely upon this survey for any purpose the expressed written consent of Burcaw & Associates, - Camphor Tree - Oak Tree 10. The survey traverse. a shown hereon was prepared from balanced and adjusted - Pine Tree 1 1. Attention or enlarged consideration s u rvey should is directed to the fact that this in size due to reproduction. This when obtaining scaled data. may have been be taken into red uced - Sweet Gum 12. Elevations shown Campus-D, (Elevation hereon are based on Pinellas County Benchmark 53.88') and is reference to N.A.V.D.1988. - Maple Tree 13. Subject property contains 0.863 Acres of Upland and 2.492 Acres of Wetland for a total of 3.355 acres or 146,181 square feet, more or less. - Chinaberry Tree - Unknown ... ... - o o. o .. ~ or- o ~.. L() N N :'l =i ... 0 vi () ~~ c}~ <0 <c; cf '\ o~ << ... .. ... ... 'w .. .. " N ... N N ... o or- o z ... ... F.C.M. 4"x4" No. L45 384.60 (P) N.89"1 !9'03"W. UNE L44 L45 L46 L47 L48 L49 L50 L51 L52 L53 L54 L55 L56 L57 L58 L59 L60 L61 L62 L63 L64 L65 L66 L67 L68 L69 L70 L71 L72 L73 L74 L75 L76 L77 L78 L79 L80 L81 L82 L83 L84 L85 L86 L87 L88 L89 L90 L91 L92 N,89'19'03"W. 200,00' LESS THE EAST 200,0' REMAINDER OF LOT 3 (NOT INCLUDED) UNE TABLE LENGlH 30.23 104.03 51.09 73.58 81.74 57.24 110.31 22.60 56.32 23.61 24.11 16.79 4.20 24.81 23.45 19.39 58.20 12.18 40.34 12.59 14.66 22.76 14.75 24.20 26.45 13.41 29.12 17.85 23.23 7.85 39.13 38.17 22.36 21.57 16.61 25.70 28.27 33.56 25.80 20.63 29.50 18.96 16.10 16.10 31.33 19.91 21.50 22.23 1.28 J:- o o [[) ~~ 125.00' BEARING N69'43'04"E S89054'14"E N82015'05"W N89'47'50"W 588'37' 41"W 586'02'07"W N87'11' 31"W S76'46'32"W 557'26'40"W 514046'28"E SOl'44'48"W 579'24'06"W S07"40'13"W SOl "52'59"W 580"44'10"E S38013'04"E 515"06'01"E S14"32'22"W S27"03'19"W S35057'17"W 526"57'56"E 539'14'55"E S73'13'51 "E S14'44'21"W 538001' 37"E S7S32'05"E 544 "35' 40"E S70"02'05"E N79036'14"E S27"39'16"E N24032'32"E N84"43'30"E 564'13'40"E S73"25'19"E N43'32'47"E S30004'50"E S22040'24"E 572"10' 38"E N71'53'23"E 550'33'05"E N2s038'32"E N73"51'10"E N8T35'30"E S36007'17"E S89'29'03"E S7T49'02"E N88'01'55"E N81'10'02"E N19020'24"W 1 ~ o 30 60 90 Scale I .. o o o o w ~ o n p o ~~ N89'19'03"W. I ~ ,,'0 "v") 1")'0' ")'b'J")"" I I I I I I I I <;)G:> <:><:> <:>C) 1 ",'\- 'i~'\<j> -po..' ")"'....J ")"" rP"" _ ~'b'1 L__1O.00'/ : I I I o I :;; G:>" L() ~ ~o, ~ ~ ~J 0,G:> '0'" ~ G:>'J'" -p'O N X ;?'" 1+)'0 - +?' '/ -pG:>' -p<:>' -P~' ")~s. I I ~ Plotted Right-ot-Way Easement <9 I ~ I ~ (Plat Book 90, Page 59) ---130,cf -/ W 3 ~ 3: : I 11",4" S' I ~ G:>() ... :;; ..,<0 '\-'\- "'f ,_<o~" X" ... 'b....i!?"-I'O 0.. ~ v <:>'" -i.l <JY<;Y !-P' ~. +)~ 1:")'0' 3" 4' wi t') ~ I I u- 1 2" .. 0 I N ~ I 1 11" ~ ~I I or- <( I o ~I <:>G:> ~ ")~ I 'v 'O'\~ ",C) -P"" (f) 5 ;J'b' f'b - ~'\'I~' I I I ! I I I I ,,<:> g ",<:> I ,,? .q..9~"'1 .1")'0' ,i!? ")"'. I. ","".,4 I 1 2" 6" :Ii ji 1 0" ~6" 6':~- ~10" 26" 5" ,\-o,~,'\ '\-'\- ")G:>' "J<:>+ ... 1 5" ~ [[) -l FIR 1/7" P:iM 3983 (WITNESS CORNER) ~!)? \../J/>.c ]-.... N . ",8 ~N ~ N o (f) N,89'19'03"W. 75,00' :i --r o n p 1 " 300,01' 30 ft if) ~ ~ 0 c: if) ro Q) 0: u · 'E ifj Q) l-.C/) 0........ >'ro Q) ~ :> c: ~ Q) ;:l 8 C/) c: o 0 E .!:; Q) :> Q) c: C:U.l . Sf) 0 c: U.l ~ ~ ~ CI') C ~ I LO C ---- ---- ~ ~ -::l -::l ~ ~ ~ V -i-> 'S Lf) U')Lf).....ooS :'~ 000 0 vm-.t:oou ~mC'\lmu ....... 00' ~ ~ ooN. ...c: 'oJ .00 b.(j'!:: moo gO.....rr)~ ..o'il:oo.....s.... "' "oo::l .... ~~ ..0 ~ t5 ~ ~ ~f-o::r:~~ ~ N o + \0 . u ~ ~ '" rJ'1 (J)O ..f...J0\ (\:Soo .~ \0 U=lt OCQ rJ'1~ rJ'1 < ~ [f) +-' 0 ~ +-' ~ E (J) 2 <1> <1> I- .. ~ -g .;}. U1w -0 Z -0 -0 <1> O<l>2[f) I (f) -0 ~ 'S: Gj~~~ O::~0JI"0~L{')<D -l l- V) <( W <.0 w o z <( 0:: Q) - :r: I- ::::J o (f) (J) N (L :r: (f) z 3: o I- oci l"- N n (J) o or- o z >- <( S I C) I z o i= U w (f) u.. o >- 0:: <( o Z ::::J o m I- (f) <( w C.C.R. = CERTIFIED CORNER RECORD S.I.R. = SET 5/8" IRON ROD & CAP (D) = DEED MEASUREMENT a = UTILITY POLE 0--- = GUY WIRE ANCHOR .. = WATER VALVE o = FIRE HYDRANT ~ = ELECTRIC METER 19 = CABLE TV BOX ID = lELEPHONE BOX @) = WELL = WETLAND LINE (f) " :J w ---r o n p o z b P.O.C. SOUTHEAST CORNER OF SECTION 18-29-16 Not valid without the signature and original raised seal of a Florida licensed Surveyor & Mapper, 9/.2~/03 Date of Signature Mapper Number 4651 /l1JT/W~ Mark J" McCarthy Florida Professional Surveyor and 1"0 1"0 ~~ f"'-- 0J ..SE~~ ~;E~~ <5 1"0 0 1"0 gs~ g~ (J) "-5~ ~oz E c ~ ~ Lu Lu g: l- e:( ~ ~ o J:: ~ ~ a:: ~ ~ a:: l1i -J () Ll. o i: - () l.> -J -J ~ ~ ~ ~ ~ -J t$ u <= ~ u: -J ~ o G "- ~ S V) c:: ~ f: V) ~ \0 C C tv) JOB NO. DRAWN DESIGNED CHECKED QC SHEET ~ lI( ~ ~ oa 1ft J: c) Go. ~ ).:' a:: Q ~ CO uj CO "'""' LU C) It: '" . CI) ~ ~ cO "'""' ti LIJ (I) l.r) 0\ \0 M tv) ~ ..... ~ rC ct..... o [Q ct. ~ ~ ~ 00 tv) C C I tv) ~ rZ ~ $-3709 GAP MJM 1 CONSTRUCTION NOTES MISCELLANEOUS THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE PERMIT AND INSPECTION REQUIREMENTS SPECIFIED BY THE VARIOUS GOVERNMENTAL AGENCIES, THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, AND SCHEDULE ANY NECESSARY INSPECTIONS ACCORDING TO AGENCY INSTRUCTIONS. 2 ALL SPECIFICATIONS AND DOCUMENTS REFERRED TO IN THESE PLANS SHALL BE OF THE LATEST REVISION. 3, ALL WORK PERFORMED SHALL COMPLY WITH THE REGULATIONS AND ORDINANCES OF THE VARIOUS GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE WORK. 4. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS ON ALL PRECAST AND MANUFACTURED ITEMS TO THE OWNER'S ENGINEER FOR APPROVAL. FAILURE TO OBTAIN APPROVAL BEFORE INSTALLATION MAY RESULT IN REMOVAL AND REPLACEMENT AT CONTRACTOR'S EXPENSE. 5. WORK PERFORMED UNDER THIS CONTRACT SHALL INTERFACE SMOOTHLY WITH OTHER WORK BEING PERFORMED ON SITE BY OTHER CONTRACTORS AND UTILITY COMPANIES. IT WILL BE NECESSARY FOR THE CONTRACTOR TO COORDINATE AND SCHEDULE HIS ACTIVITIES, WHERE NECESSARY, WITH OTHER CONTRACTORS AND UTILITY COMPANIES, INCLUDING PROGRESS ENERGY, VERIZON, TIME WARNER & THEIR SUBCONTRACTORS. 6, THE WATER. SANITARY SEWER, AND STORM DRAINAGE FACILITIES ARE SUBJECT TO THE REVIEW AND APPROVAL OF CITY OF CLEARWATER AND IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN THE REQUIRED PERMITS TO PERFORM WORK IN THE PUBLIC RIGHT-OF- WAY. 7, CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES BEFORE ORDERING MATERIALS AND CASTING STRUCTURES. 8, IT WILL BE NECESSARY TO EXAMINE, COORDINATE AND ADJUST ACCORDINGLY THE PROPOSED LOCATIONS OF THE VARIOUS COMPONENTS OF THE SITE UTILITIES. THE LAYOUTS INDICATED IN THE PLANS ARE NOT EXACT AND IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO SUBMIT COORDINATION DRAWINGS SHOWING PIPE SIZES, STRUCTURES, AND ELEVATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SCHEDULING AND COORDINATION OF THE ALL UNDERGROUND WORK ASSOCIATED WITH THIS PROJECT, 9, ALL MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW. 10, ADJUSTMENTS OF INLETS, JUNCTION BOXES, MANHOLE TOPS, WATER VALVES, 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. SAFETY 1, DURING THE CONSTRUCTION AND MAINTENANCE OF THIS PROJECT, ALL SAFETY REGULATIONS ARE TO BE ENFORCED. THE CONTRACTOR OR HIS REPRESENTATIVE SHALL BE RESPONSIBLE FOR THE CONTROL AND SAFETY OF THE TRAVELING PUBLIC AND THE SAFETY OF HIS PERSONNEL. 2. THE CONTRACTOR'S MAINTENANCE OF TRAFFIC PLAN MUST BE SUBMITTED AND APPROVED BY CITY OF CLEARWATER PRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITIES. 3. LABOR SAFETY REGULATIONS SHALL CONFORM TO THE PROVISIONS SET FORTH BY OSHA IN THE FEDERAL REGISTER OF THE DEPARTMENT OF TRANSPORTATION. 4. CONTRACTOR SHALL PROVIDE AND MAINTAIN ITS OWN SAFETY EQUIPMENT IN ACCORDANCE WITH ITS HEALTH & SAFETY PROGRAM AND ALL OTHER APPLICABLE LEGAL AND HEALTH AND SAFETY REQUIREMENTS. THE CONTRACTOR IS ALSO RESPONSIBLE FOR PROVIDING ITS EMPLOYEES AND SUBCONTRACTORS WITH ADEQUATE INFORMATION AND TRAINING TO ENSURE THAT ALL EMPLOYEES AND SUBCONTRACTORS AND SUBCONTRACTORS' EMPLOYEES COMPLY WITH ALL APPLICABLE REQUIREMENTS. CONTRACTOR SHALL REMAIN IN COMPLIANCE WITH ALL OCCUPATION SAFETY AND HEALTH REGULATIONS AS WELL AS THE ENVIRONMENTAL PROTECTION LAWS. THE FOLLOWING IS NOT TO BE PERCEIVED AS THE ENTIRE SAFETY PROGRAM BUT JUST BASIC REQUIREMENTS. 5, ALL EXCAVATIONS BY THE CONTRACTOR SHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF LABOR'S OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION RULES AND REGULATIONS. PARTICULAR ATTENTION MUST BE PAID TO THE CONSTRUCTION STANDARDS FOR EXCAVATIONS, 29 CFR PART 1926, SUBPART P. 6. THE MINIMUM STANDARDS AS SET FORTH IN THE CURRENT EDITION OF "THE STATE OF FLORIDA, MANUAL ON TRAFFIC CONTROL AND SAFE PRACTICES FOR STREET AND HIGHWAY CONSTRUCTION, MAINTENANCE AND UTILITY OPERATIONS" SHALL BE FOLLOWED IN THE DESIGN APPLICATION, INSTALU\TlON, MAINTENANCE AND REMOVAL OF ALL TRAFFIC CONTROL DEVICES, WARNING DEVICES AND BARRIERS NECESSARY TO PROTECT THE PUBLIC AND WORKMEN FROM HAZARDS WITHIN THE PROJECT LIMITS, 7, ALL TRAFFIC CONTROL MARKINGS AND DEVICES SHALL CONFORM TO THE PROVISIONS SET FORTH IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES PREPARED BY THE U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION, 8. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY AND ENFORCE ALL APPLICABLE SAFETY REGULATIONS. THE ABOVE INFORMATION HAS BEEN PROVIDED FOR THE CONTRACTOR'S INFORMATION ONLY AND DOES NOT IMPLY THAT THE OWNER OR ENGINEER WILL INSPECT AND/OR ENFORCE SAFETY REGULATIONS. 9. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN AREAS OF BURIED UTILITIES AND SHALL PROVIDE AT LEAST 48 HOURS NOTICE TO THE UTILITY COMPANIES PRIOR TO CONSTRUCTION TO OBTAIN FIELD LOCATIONS OF EXISTING UNDERGROUND UTILITIES. CALL CANDY AT 1- 800-282-8881 TO ARRANGE FIELD LOCATIONS. z ~ w >- .0 E m I"- ..- c; ..- , 10. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING FACILITIES, ABOVE OR BELOW GROUND, THAT MAY OCCUR AS A RESULT OF THE WORK PERFORMED BY THE CONTRACTOR CALLED FOR IN THIS CONTRACT. M C> C> N 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXCAVATIONS AGAINST COLLAPSE AND WILL PROVIDE BRACING, SHEETING OR SHORING AS NECESSARY. DEWATERING METHODS SHALL BE USED AS REQUIRED TO KEEP TRENCHES DRY WHILE PIPE AND APPURTENANCES ARE BEING PLACED. - C; 1:5 o SITE PLAN AND COORDINATE GEOMETRY c o "C Q) :t::: o a::: N C> ID Q) .s::; ~ C> ::; "C rri Q) '5 z m ffi c Q) C> N "<I- "<?- M 52 en c m a::: c o U ::l '- U; c o U , c:: C> 'w Q) Cl ~ Cl N "<I- "<?- M 52 C> c .~ Q) c '0, c !:!:! en 1:5 Q) .~ 9:: Ii.: 1. BOUNDARY SURVEY PREPARED BY BURCAW & ASSOCIATES, INC. 2. CURRENT ZONING 0, 3, ALL POINTS AND MONUMENTS SHALL BE SURVEYED UPON MOBILIZATION TO VERIFY THEIR ACCURACY. ANY DISCREPANCIES DISCOVERED MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER IN WRITING. 4, MONUMENTS AND OTHER SURVEY CONTROL POINTS SHALL BE PROTECTED FROM DAMAGE AND DISTURBANCE. IF ANY CONTROL POINTS ARE DAMAGED OR DISTURBED, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER AND REPLACE THE CONTROL POINTS TO THEIR ORIGINAL CONDITION AT HIS OWN EXPENSE. 5, ALL ELEVATIONS REFER TO THE NAVD 88 6. 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 SHALL VERIFY THE LOCATIONS, ELEVATIONS AND DIMENSIONS OF ALL EXISTING UTILITIES, STRUCTURES AND OTHER FEATURES AFFECTING THIS WORK PRIOR TO CONSTRUCTION. 7, UPON COMPLETION OF CONSTRUCTION, THE CONTRACTOR SHALL FURNISH THE OWNER'S ENGINEER WITH COMPLETE "AS-BUILr' INFORMATION CERTIFIED BY A REGISTERED LAND SURVEYOR THIS "AS- BUILr' INFORMATION SHALL INCLUDE INVERT ELEVATIONS, LOCATION OF FITTINGS, LOCATION OF STRUCTURES FOR ALL UTILITIES INSTALLED, AS WELL AS TOP OF BANK, TOE OF SLOPE AND GRADE BREAK LOCATIONS AND ELEVATIONS FOR POND AND DITCH CONSTRUCTION. NO ENGINEER'S CERTIFICATIONS FOR CERTIFICATE OF OCCUPANCY PURPOSES WILL BE MADE UNTIL THIS INFORMATION IS RECEIVED AND APPROVED BY THE OWNER'S ENGINEER CLEARING/DEMOLITION SANITARY SEWER 1. PRIOR TO ANY SITE CLEARING, ALL TREES SHOWN TO REMAIN AS INDICATED IN THE CONSTRUCTION PLANS SHALL BE PROTECTED IN ACCORDANCE WITH LOCAL TREE ORDINANCES AND DETAILS CONTAINED IN THESE PLANS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THESE TREES IN GOOD CONDITION. NO TREE SHOWN TO REMAIN SHALL BE REMOVED WITHOUT WRITTEN APPROVAL FROM CITY OF CLEARWATER OR THE OWNER 1, SANITARY SEWERS, FORCE MAINS AND STORM SEWERS CROSSING WATER MAINS SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 18 INCHES BE1WEEN THE INVERT OF THE UPPER PIPE AND THE CROWN OF THE LOWER PIPE WHENEVER POSSIBLE. WHERE SANITARY SEWERS, FORCE MAINS AND STORM SEWERS MUST CROSS A WATER MAIN WITH LESS THAN 18 INCHES VERTICAL DISTANCE, BOTH THE SEWER AND THE WATER MAIN SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE (DIP) AT THE CROSSING. (DIP IS NOT REQUIRED FOR STORM SEWERS IF IT IS NOT AVAILABLE IN THE SIZE PROPOSED.) SUFFICIENT LENGTHS OF DIP MUST BE USED TO PROVIDE A MINIMUM SEPARATION OF 10 FEET BElWEEN ANY lWO JOINTS, ALL JOINTS ON THE WATER MAIN WITHIN 20 FEET OF THE CROSSING MUST BE LEAK FREE AND MECHANICALLY RESTRAINED, A MINIMUM VERTICAL CLEARANCE OF 6 INCHES MUST BE MAINTAINED AT THE CROSSING. 2. THE CONTRACTOR SHALL CLEAR AND GRUB ONLY THOSE PORTIONS OF THE SITE NECESSARY FOR CONSTRUCTION. DISTURBED AREAS WILL BE SEEDED, MULCHED, SODDED OR PLANTED WITH OTHER APPROVED LANDSCAPE MATERIAL IMMEDIATELY FOLLOWING CONSTRUCTION. 3. REMAINING EARTHWORK THAT RESULTS FROM CLEARING AND GRUBBING OR SITE EXCAVATION IS TO BE UTILIZED ON-SITE IF REQUIRED, PROVIDED THAT THE MATERIAL IS DEEMED SUITABLE FOR CONSTRUCTION BY THE OWNER'S SOILS TESTING COMPANY. EXCESS MATERIAL IS TO BE EITHER STOCKPILED ON THE SITE AS DIRECTED BY THE OWNER OR OWNER'S ENGINEER, OR REMOVED FROM THE SITE. THE CONTRACTOR IS RESPONSIBLE FOR ACQUIRING ANY PERMITS THAT ARE NECESSARY FOR REMOVING EXCESS EARTHWORK FROM THE SITE. "ALL CROSSINGS SHALL BE ARRANGED SO THAT THE SEWER PIPE JOINTS AND THE WATER MAIN PIPE JOINTS ARE EQUIDISTANT FROM THE POINT OF CROSSING (PIPES CENTERED ON THE CROSSING). WHERE A NEW PIPE CONFLICTS WITH AN EXISTING PIPE, THE NEW PIPE SHALL BE CONSTRUCTED OF DIP AND THE CROSSING SHALL BE ARRANGED TO MEET THE REQUIREMENTS ABOVE, 4. ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIALS SHALL BE DISPOSED OF OFF-SITE IN ACCORDANCE WITH APPLICABLE REGULATORY AGENCY REQUIREMENTS, 5. CONTRACTOR WILL BE RESPONSIBLE FOR MAKING A VISUAL INSPECTION OF THE SITE AND WILL BE RESPONSIBLE FOR THE DEMOLITION AND REMOVAL, PURSUANT TO ALL FEDERAL, STATE, COUNTY, CITY OR OTHER GOVERNMENT AGENCY REQUIREMENTS, OF ALL UNDERGROUND AND ABOVE GROUND STRUCTURES THAT WILL NOT BE INCORPORATED WITHIN THE NEW FACILITIES. 2. A MINIMUM 10-FOOT HORIZONTAL SEPARATION SHALL BE MAINTAINED BElWEEN ANY TYPE OF SEWER AND WATER MAIN IN PARALLEL INSTALLATIONS WHENEVER POSSIBLE. ALL D.I.P. SEWER GRAVITY PIPE SHALL BE L1NEDICOATED TO PREVENT CORROSION & TUBERCOLATION, IN CASES WHERE IT IS NOT POSSIBLE TO MAINTAIN A 1D-FOOT HORIZONTAL SEPARATION, THE WATER MAIN MUST BE LAID IN A SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF LOCATED ON ONE SIDE OF THE SEWER OR FORCE MAIN AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN IS AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER. PAVING AND GRADING WHERE IT IS NOT POSSIBLE TO MAINTAIN A VERTICAL DISTANCE OF 18 INCHES IN PARALLEL INSTALLATIONS, THE WATER MAIN SHALL BE CONSTRUCTED OF DIP AND THE SEWER OR THE FORCE MAIN SHALL BE CONSTRUCTED OF DIP (IF AVAILABLE IN THE SIZE PROPOSED) WITH A MINIMUM VERTICAL DISTANCE OF 6 INCHES. THE WATER MAIN SHOULD ALWAYS BE ABOVE THE SEWER. JOINTS ON THE WATER MAIN SHALL BE LOCATED AS FAR APART AS POSSIBLE FROM THE JOINTS ON THE SEWER OR FORCE MAIN (STAGGERED JOINTS), 1. ALL DELETERIOUS SUBSURFACE MATERIAL (I.E. MUCK, PEAT, BURIED DEBRIS) IS TO BE EXCAVATED IN ACCORDANCE WITH THESE PLANS OR AS DIRECTED BY THE OWNER, THE OWNER'S ENGINEER, OR OWNER'S SOIL TESTING COMPANY. DELETERIOUS MATERIAL IS TO BE STOCKPILED OR REMOVED FROM THE SITE AS DIRECTED BY THE OWNER EXCAVATED AREAS TO BE BACK FILLED WITH APPROVED MATERIALS AND COMPACTED AS SHOWN ON THESE PLANS. CONTRACTOR IS RESPONSIBLE FOR ACQUIRING ANY PERMITS THAT ARE NECESSARY FOR REMOVING DELETERIOUS MATERIAL FROM THE SITE. 3. ALL SANITARY SEWER MAINS, LATERALS AND FORCE MAINS SHALL HAVE A MINIMUM OF 36 INCHES OF COVER. 4. ALL ON SITE PVC GRAVITY SANITARY SEWER PIPE SHALL BE MADE OF MATERIAL HAVING A CELL CLASSIFICATION OF 12454 B, 12454 C OR 13354 B AS DEFINED IN ASTM D-1784. PVC PIPE AND FITTINGS USED IN THE GRAVITY SYSTEM SHALL MEET THE REQUIREMENTS OF ASTM D3034 SDR 35 TO A DEPTH OF 15' AND SDR 26 AT A DEPTH BEYOND 15'. 2, ALL NECESSARY FILL AND EMBANKMENT THAT IS PLACED DURING CONSTRUCTION SHALL CONSIST OF MATERIAL SPECIFIED BY THE OWNER'S SOIL TESTING COMPANY OR ENGINEER AND BE PLACED AND COMPACTED ACCORDING TO THESE PLANS OR THE REFERENCED SOILS REPORT. 5. PVC FORCE MAINS 4" TO 12" SHALL CONFORM TO THE REQUIREMENTS OF ASTM 2241, SDR 21. PVC FORCE MAINS 16" IN DIAMETER SHALL CONFORM TO THE REQUIREMENTS OF AWWA C905. PVC FORCE MAINS PIPE COLOR SHALL BE GREEN. 6. ALL PVC FORCE MAINS 4" AND LARGER SHALL HAVE A SUITABLE ELECTRONIC LOCATOR BURIED APPROXIMATELY ONE FOOT BELOW GRADE. 3, PROPOSED SPOT ELEVATIONS REPRESENT FINISHED PAVEMENT OR GROUND SURFACE GRADE UNLESS OTHERWISE NOTED ON DRAWINGS. 7. ALL ON SITE DUCTILE IRON PIPE SHALL BE CLASS 52 AND SHALL RECEIVE INTERIOR AND EXTERIOR BITUMINOUS COATING IN ACCORDANCE WITH ANSI A 21.6, A 21.8, OR A 21.51. 4. CONTRACTOR SHALL TRIM, TACK AND MATCH EXISTING PAVEMENT AT LOCATIONS WHERE NEW PAVEMENT MEETS EXISTING PAVEMENT. 8. ALL SANITARY SEWER MAINS, LATERALS, MANHOLES AND OTHER APPARATUSES SHALL CONFORM TO CITY OF CLEARWATER DESIGN STANDARDS. 5. CURBING WILL BE PLACED AT THE EDGE OF ALL PAVEMENT, AS SHOWN ON THE PLANS. 6. REFER TO THE LATEST EDITION OF F.D.OT "ROADWAY AND TRAFFIC DESIGN STANDARDS" FOR DETAILS AND SPECIFICATIONS OF ALL F.D.O.T. TYPE CURBING AND GUTTERS CALLED FOR IN THESE PLANS. 9. PRIOR TO COMMENCING WORK WHICH REQUIRES CONNECTING NEW SANITARY SEWER LINES TO EXISTING LINES OR APPURTENANCES, THE CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL EXISTING UTILITIES NEAR THE POINT OF CONNECTION AND NOTIFY OWNER'S ENGINEER OF ANY CONFLICTS OR DISCREPANCIES WITH DESIGN INFORMATION SHOWN IN THESE PLANS. 10. ALL GRAVITY SEWER PIPING SHALL BE SUBJECT TO A VISUAL INSPECTION BY THE OWNER'S ENGINEER PRIOR TO PLACEMENT OF BASE AND PAVING AND AGAIN PRIOR TO OBTAINING CERTIFICATE OF OCCUPANCY. CONTRACTOR TO NOTIFY THE ENGINEER 48 HOURS IN ADVANCE TO SCHEDULE INSPECTIONS. 7. CONTRACTOR TO PROVIDE A 1/2" TO 1" BITUMINOUS EXPANSION JOINT MATERIAL WITH SEALER AT ABUTMENT OF CONCRETE AND OTHER MATERIALS (BUILDINGS, OTHER POURED CONCRETE, ETC.) 8. ALL PAVEMENT MARKINGS SHALL BE MADE WITH PERMANENT THERMOPLASTIC AND SHALL CONFORM TO F.D,O.T STANDARD INDEX NO, 17346, SHEETS 1-7. PARKING STALL STRIPING TO BE 4" WIDE PAINTED STRIPES. 11. THE CONTRACTOR SHALL PERFORM A CLOSED CIRCUIT TELEVISION INSPECTION ON ALL GRAVITY SEWERS IN ACCORDANCE WITH THE REGULATORY AGENCY HAVING JURISDICTION PRIOR TO PAVING. 12. ALL WASTE-WATER LATERALS WILL HAVE A MINIMUM OF 36" COVER AT THE RIGHT-OF-WAY LINE. 9, THE CONTRACTOR WILL STABILIZE BY SEED AND MULCH, SOD OR OTHER APPROVED MATERIALS ANY DISTURBED AREAS WITHIN ONE WEEK FOLLOWING C(lr~"lRUCTION OF THE UTILITY SYSTEMS AND PAVEMENT AREAS. CONTRACTOR SHALL MAINTAIN SUCH AREAS UNTIL FINAL ACCEPTANCE BY OWNER 10. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING APPLICABLE TESTING WITH THE SO'L <:: ENGINEER TESTS WILL BE REQUIRED PURSUANT WITH THE TESTING SCHEDULE LOCATED ON TABLE SC-1. UPON COMPLETION OF THE /yr'RK, SOILS ENGINEER WILL SUBMIT CERTIFICATIONS TO THE OWNER'S ENG'!\JEER STATING THAT ALL REQUIREMENTS HAVE BEEN MET. 11. A QUALIFIED TESTING LABORATORY SHALL PERFORM ALL TESTING NECESSARY TO ASSURE COMPLIANCE OF THE IN PLACE MA,TERIALS AS REQUIRED BY THESE PLANS AND THE VARIOUS AGENCIES. SHOULD ANY RETESTING BE REQUIRED DO TO THE FAILURE OF ANY TESTS TO MEET THE REQUIREMENTS, THE CONTRACTOR WILL BEAR ALL COST OF SAID RETESTING, 12. ALL UNDERGROUND UTILITIES MUST BE IN PLACE AND TESTED OR INSPECTED PRIOR TO BASE AND PAVEMENT CONSTRUCTIOIN, DRAINAGE 1, STANDARD INDEXES REFER TO THE LATEST EDITION OF CITY OF CITY OF CLEARWATER TECHNICAL MANUALS. 2. ALL STORM SEWER PIPE SHALL BE REINFORCED CONCRETE CLASS III (ASTM C-76) UNLESS OTHERWISE NOTED ON PLANS. ALL DRAINAGE STRUCTURES SHALL BE IN ACCORDANCE WITH FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS AND CITY OF CLEARWATER TRANSPORTATION TECHNICAL MANUAL UNLESS OTHERWISE SHOWN ON PLANS. 3. PIPE LENGTHS SHOWN ARE APPROXIMATE. 4. ALL DRAINAGE STRUCTURE GRATES AND COVERS SHALL BE TRAFFIC RATED FOR H-20 LOADINGS. 5. ALL STORM DRAINAGE PIPING SHALL BE SUBJECT TO A VISUAL INSPECTION BY THE OWNER'S ENGINEER PRIOR TO THE PLACEMENT OF BACKFILL. CONTRACTOR TO NOTIFY THE ENGINEER 48 HOURS IN ADVANCE TO SCHEDULE INSPECTION. 6. THE CONTRACTOR SHALL MAINTAIN AND PROTECT FROM MUD, DIRT, DEBRIS, ETC. THE STORM DRAINAGE SYSTEM UNTIL FINAL ACCEPTANCE OF THE PROJECT. THE CONTRACTOR MAY BE REQUIRED TO RECLEAN PIPES AND INLETS FOR THESE PURPOSES. GENERAL NOTES 1. OVERALL CLEANUP SHALL BE ACCOMPLISHED BY THE CONTRACTOR IN ACCORDANCE WITH COUNTY / CITY STANDARDS OR AS DIRECTED BY THE ENGINEER ANY AND ALL EXPENSES INCURRED FOR THIS WORK SHALL BE INCLUDED IN THE UNIT PRICE BID FOR OTHER ITEMS. 2. THE CONTRACTOR SHALL ENDEAVOR TO PROTECT PRIVATE PROPERTY. ANY DAMAGE CAUSED BY THE CONTRACTOR IN THE PERFORMANCE OF HIS WORK SHALL BE CORRECTED TO THE SATISFACTION OF THE ENGINEER AT THE CONTRACTOR'S EXPENSE. PAYMENT SHALL NOT BE MADE FOR THIS WORK. 3. ANY DAMAGE TO STATE, COUNTY, OR LOCAL ROADS CAUSED BY THE CONTRACTOR'S HAULING OR EXCAVATION EQUIPMENT SHALL BE REPAIRED BY THE CONTRACTOR TO THE SATISFACTION OF THE ENGINEER PAYMENT SHALL NOT BE MADE FOR THIS WORK. 4. ANY U.S.C. & G.S. MONUMENT WITHIN LIMITS OF CONSTRUCTION IS TO BE PROTECTED, IF IN DANGER OF DAMAGE, THE PROJECT CONTRACTOR SHOULD NOTIFY BURCAW & ASSOCIATES ENGINEERING, INC. 5. NO STAND ALONE LIGHTING IS PROPOSED. OUTDOOR LIGHTING WILL CONSIST OF OUTSIDE ENTRY AND GARAGE FIXTURES. 6. NO OUTDOOR WASTE RESEPTION AREA IS PROPOSED. TRASH CANS WILL BE KEPT IN THE GARAGE. WATER DISTRIBUTION 1. SANITARY SEWERS, FORCE MAINS AND STORM SEWERS CROSSING WATER MAINS SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 18 INCHES BElWEEN THE INVERT OF THE UPPER PIPE AND THE CROWN OF THE LOWER PIPE WHENEVER POSSIBLE. WHERE SANITARY SEWERS, FORCE MAINS AND STORM SEWERS MUST CROSS A WATER MAIN WITH LESS THAN 18 INCHES VERTICAL DISTANCE, BOTH THE SEWER AND THE WATER MAIN SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE (DIP) AT THE CROSSING. (DIP IS NOT REQUIRED FOR STORM SEWERS IF IT IS NOT AVAILABLE IN THE SIZE PROPOSED.) SUFFICIENT LENGTHS OF DIP MUST BE USED TO PROVIDE A MINIMUM SEPARATION OF 10 FEET BElWEEN ANY lWO JOINTS. ALL JOINTS ON THE WATER MAIN WITHIN 20 FEET OF THE CROSSING MUST BE LEAK FREE AND MECHANICALLY RESTRAINED. A MINIMUM VERTICAL CLEARANCE OF 6 INCHES MUST BE MAINTAINED AT THE CROSSING. AL.L CROSSINGS SHALL BE ARRANGED SO THAT THE SEWER PIPE JOINTS AND THE WATER MAIN PIPE JOINTS ARE EQUIDISTANT FROM THE POINT OF CROSSING (PIPES CENTERED ON THE CROSSING). WHERE A NEW PIPE CONFLICTS WITH AN EXISTING PIPE, THE NEW PIPE SHALL BE CONSTRUCTED OF DIP AND THE CROSSING SHALL BE ARRANGED TO MEET THE REQUIREMENTS ABOVE. 2. A MINIMUM 10-FOOT HORIZONTAL SEPARATION SHALL BE MAINTAINED BElWEEN ANY TYPE OF SEWER AND WATER MAIN IN PARALLEL INSTALLATIONS WHENEVER POSSIBLE. IN CASES WHERE IT IS NOT POSSIBLE TO MAINTAIN A 1D-FOOT HORIZONTAL SEPARATION, THE WATER MAIN MUST BE LAID IN A SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF LOCATED ON ONE SIDE OF THE SEWER OR FORCE MAIN AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN IS AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER. WHERE IT IS NOT POSSIBLE TO MAINTAIN A VERTICAL DISTANCE OF 18 INCHES IN PARALLEL INSTALLATIONS, THE WATER MAIN SHALL BE CONSTRUCTED OF DIP AND THE SEWER OR THE FORCE MAIN SHALL BE CONSTRUCTED OF DIP (IF AVAILABLE IN THE SIZE PROPOSED) WITH ,\ MINIMUM VERTICAL DISTANCE OF 6 INCHES. THE WATER MAIN SHOULD ALWAYS BE ABOVE THE SEWER. JOINTS ON THE WATER MAIN SHALL BE LOCATED AS FAR APART AS POSSIBLE FROM THE JOINTS ON THE SEWER OR FORCE MAIN (STAGGERED JOINTS). 3. ALL WATER MAINS SHALL HAVE A MINIMUM OF 36 INCHES OF COVER. 4. ALL WATER SYSTEM WORK SHALL CONFORM WITH CITY OF CLEARWATER STANDARDS AND SPECIFICATIONS, 5. CONFLICTS BElWEEN WATER AND STORM OR SANITARY SEWER TO BE RESOLVED BY ADJUSTING THE WATER LINES AS NECESSARY AND PER ABOVE REQUIREMENTS, 6, ALL (IN SITE PVC WATER MAINS 4 INCHES THROUGH 12 INCHES SHALL BE IN ACCORDANCE WITH AWWA C-900 AND SHALL BE CLASS 150 SDR 18. ALL ON-SITE PVC WATEP. "!.^.INS 2" TO 3" SHALL BE CLASS 1120 AND MEET REQUIREMENTS OF SDR 21 IN ACCORDANCE WITH ASTM D-2241. WATER MAINS SMALLER THAN 1 1 {2" SHALL BE CLASS 1120 OR 1220 SCHEDULE 80 AND MEET REQUIREMENTS OF ASTM D-1785, 7. ALL DUCTILE IRON PIPE SHALL CONFORM TO THE REQUIREMENTS OF ANSI STANDARD A21.51, MINIMUM CLASS 50, JOINTS FOR DUCTILE IRON PIPE SHALL BE MECHANICAL OR PUSH-ON JOINTS. PIPE SHALL HAVE AN EXTERIOR BITUMINOUS COATING IN ACCORDANCE WITH ANSI A21.51, PIPE INTERIOR SHALL HAVE A CEMENT MORTAR LINING WITH AN ASPHALTIC SEAL COAT CONFORMING TO AWWNANSI C1041A21.4. THE WEIGHT AND CLASS DESIGNATION SHALL BE PAINTED IN WHITE ON THE EXTERIOR SURFACE OF ALL PIPE AND FITTINGS, MANUFACTURER'S CODE OR SERIAL NUMBER SHALL BE PROVIDED ON THE BELL OF EACH PIPE JOINT, 8. ALL DUCTILE FITTINGS SHALL BE MECHANICAL JOINT WITH A MINIMUM PRESSURE RATING OF 250 PSI AND SHALL CONFORM TO THE REQUIREMENTS OF ANSIfAWWA STANDARD A21.10IC110. ALL FITTING SHALL BE COATED AND LINED AS SPECIFIED ABOVE FOR DUCTILE IRON PIP!:;, 9. THRUST BLOCKING SHALL BE PROVIDED AT ALL FITTINGS AND HYDRANTS AS SHOWN ON DETAILS. 10. ALL COMPONENTS OF THE WATER SYSTEM, INCLUDING FITTINGS, HYDRANTS, CONNECTIONS, AND VALVES SHALL REMAIN UNCOVERED UNTIL PROPERLY PRESSURE TESTED AND ACCEPTED BY THE OWNER'S ENGINEER. PRESSURE TESTS TO BE IN ACCORDANCE WITH CITY OF CLEARWATER UTILITY DEPARTMENT SPECIFICATIONS. CONTRACTOR TO NOTIFY OWNER'S ENGINEER AND COUNTY INSPECTORS 48 HOURS IN ADVANCE OF PERFORMING TESTS. 11. CONTRACTOR TO PERFORM CHLORINATION AND BACTERIOLOGICAL SAMPLING AND OBTAII~ CLEARANCE OF DOMESTIC WATER SYSTEM, COPIES OFF ALL BACTERIOLOGICAL TEl'S TO BE SUBMITTED TO OWNER'S ENGINEER. LANDSCAPE NOTES 1, CONTRACTOR IS RESPONSIBLE FOR DETERMINING ALL UTILITY LOCATIONS AND INSTALLING FACILITIES SO AS TO NOT CONFLICT. ALL DAMAGE TO EXISTING UTILITIES OR IMPROVEMENTS CAUSED BY CONTRACTOR SHALL BE REPAIRED AT NO ADDITIONAL COST TO THE OWNER. 2. ALL PLANT MATERIALS TO BE FLORIDA NO.1 OR BElTER AS PER FLORIDA DEPT, OF AGRICULTURE GRADES & STANDARDS, PARTS I & 11,1973 & 1975. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING FINAL GRADING OF ALL. ASSOCIATED PLANTING AREAS. 4. AFTER FINAL. GRADE, AREA TO BE RAKED TO 6" DEPTH AND ALL ROCK AND FOREIGN INORGANIC MATERIALS REMOVED AND DISPOSED OF PROPERLY OFF-SITE. S. ALL PLANTING HOLES TO BE HAND DUG EXCEPT WHERE MACHINE DUG HOLES WILL NOT ADVERSELY EFFECT OR DAMAGE UTILITIES OR IMPROVEMENTS (SEE NOTE 1). 6. PLANTING SOIL TO BE A WEED FREE MIXTURE OF 50% SAND, 40% MUCK. AND 10% CANADIAN PEAT, ALL PLANT MATERIAL TO RECEIVE PLANTING SOIL AS PER DETAILS. 7. ALL NEW PLANT MATERIAL GUARANTEED FOR 1 YEAR, FROM TIME OF FINAL ACCEPTANCE OF PROJECT ANY PLANT MATERIAL NOT IN A HEAL THY GROWING CONDITION WILL BE REPLACED BY THE ' CONTRACTOR, AT NO ADDITIONAL COST TO THE OWNER WITHIN 10 DAYS OF NOTIFICATION, EXTEND WARRANTY PERIOD AN ADDITIONAL 45 DAYS BEYOND THE ORIGINAL WARRANTY PERIOD, FOR ALL REPLACEMENT PLANT MATERIAL. WARRANTY IS NULL AND VOID< FOR PLANT MATERIAL WHICH IS DAMAGED OR DIES AS A RESULT OF "ACTS OF GOD" LIMITED TO HAIL, FREEZE, LIGHTNING, AUTOMOBILE DAMAGE, AND WINDS EXCEEDING 75 MPH flS DEFINED BY THE NATIONAL WEATHER SERVICE. ALL TREES THAT LEAN OR ARE BLOWN OVER, CAUSED BY WINDS LESS THAN 75 MPH. WILL BE RE-SET AND BRACED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. 8, CONTRACTOR TO COMPLY WITH ALL STATE AND LOCAL CODE REQUIREMENTS, 9. ALL TREES, SHRUBS AND GROUND COVERS SHALL BE OF THE SIZES AS CALLED FOR IN THE LANDSCAPE MATERIAL SCHEDUL.E. 10. WHERE THERE IS A DISCREPANCY EITHER IN QUANTITIES, PLANT NAMES, SIZES OR SPECIFICATIONS BETWEEN THE PLAN OR PLANT LIST, THE PLAN TAKES PRECEDENCE. 11. HEDGES SHALL BE A MINIMUM OF 2' IN HEIGHT AND BE FULL TO BASE AND PLANTED 2' ON CENTER WHEN SHRUBS ARE USED flS A SCREEN AROUND VEHICULAR SPACE, SAID SHRUBS SHALL BE A MINIMUM OF 2' IN HEIGHT ABOVE THE VEHICULAR SPACE PAVEMENT SURFACE THAT DIRECTL. Y ABUTS THE SHRUBS, 12. CONTRACTOR SHALL STAKE & GUY ALL TREES AND PALMS AS PER THE APPROPRIATE DETAIL. CONTRACTOR IS RESPONSIBLE FOR THE MAINTENANCE ANDIOR REPAIR OF ALL STAKING AND GUYING DURING WARRANTY PERIOD, 13. ALL LANDSCAPE BUFFER AREflS TO BE COVERED WITH FLORATAM SOD. 14. USE A MINIMUM OF TWO 21 GRAM AGRIFORM 20-10-5 PLANTING FERTILIZER TABLETS PER 3 GALLON CONTAINER. FOLLOW MANUFACTURERS INSTRUCTIONS FOR QUANTITY PER PLANT SIZE FOR ALL OTHER VEGETATION, ALL PLANT MATERIAL TO RECEIVE TABLETS. 15. ALL LANDSCAPE AREAS NOT COVERED BY PAVEMENT, BUILDING, SOD OR OTHER SPECIFIED MUL.CH SHALL. BE COVERED WITH A MINIMUM OF 3" GRADE B PINE BARK MULCH. 16, ALL LANDSCAPE CONSTRUCTION SHALL CONFORM TO THE MINIMUM LANDSCAPE REQUIREMENTS OF THE CITY OF CLEARWATER LANDSCAPE CODE, 17. BENEATH THE ROOTBALL. MINIMUM TOPSOIL SHALL BE 6" FOR GROUND COVER AREAS, 4" FOR SEEDED GRASS AREAS AND 2" FOR SODDED GRASS AREAS. 16, THE SUCCESSFUL BIDDER SHALL FURNISH TO THE OWNER A UNlIT PRICE BREAKDOWN FOR ALL MATERIALS. THE OWNER MAY, AT IT'S DISCRETION, ADD OR DELlETE FROM THE MATERIALS UTILIZING THE UNIT PRICE BREAKDOWN SUBMllTED, 19. NO PLANT MATERIAL WILL BE ACCEPTED SHOWING EVIDENCE OIF CABLE, CHAIN MARKS, EQUIPMENT SCARS. OR OTHERWISE DAMAGED. 20, PLANT MATERIAL WILL NOT BE ACCEPTED WHEN THE BALL OF E,ARTH SURROUNDING IT'S ROOTS HAS BEEN CRACKED, BROKEN OR OTHERWISE DAMAGED, 21. ROOT-PRUNE ALL TREES A MINIMUM OF (8) WEEKS PRIOR TO PLANTING, 22. NOTE SIZE OF PLANTING PITS ON PLANTING DETAILS. 23. ALL WASTE, OBJECTIONABLE MATERIAL, AND EXCESS FIL.L SHALL BE REMOVED AND DISPOSED OF ON A DAILY BASIS OFF-SITE. 24, ALL LANDSCAPED AREAS TO RECEIVE 100% IRRIGATION BY MEAlNS OF AN AUTOMATIC UNDERGROUND SPRINKLER SYSTEM, 25, QUANTITIES FOR LANDSCAPE MATERIALS ARE NOT SHOWN ON ~\1ATERIAL SCHEDULE, CONTRACTOR SHALL BE RESPONSIBLE FOR NUMBERS AND PLANT MflSSINGS AS SHOWN ON THE DRAWINGS. 26, ST, AUGUSTINE SOD USAGE SHALL BE LIMITED TO 50% OR LESS OF THE SODDED AREA. SC-1 TESTING SCHEDULE ITEM EMBANKMENT TEST UTILITY TRENCH BACKFILL OVER PIPELINES AND AROUND STRUCTURES FROM ROW, LINE TO ROW. LINE UTILITY TRENCH BACKFILL OVER PIPELINES AND AROUND STRUCTURES OUTSIDE THE ROW. STABILIZED SUBGRADE BASE (OTHER THAN SOIL CEMENT) CONCRETE ASPHALTIC CONCRETE OPTIMUM MOISTUREfMAXIMUM DENSITY MINIMUM 40 LBR 98% OF MAXIMUM DENSITY AS D1557-70) - NO TOLERANCE OPTIMUM MOISTUREfMAXIMUM DENSITY EXISTING TREE PROTECTION NOTES: 1. REQUIRED BARRICADES AND FLAGGING SHALL BE ERECTED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER AND THE CITY OF CLEARWATER LAND ALTERATION AND LANDSCAPE DEPARTMENT PRIOR TO COMMENCEMENT OF LAND ALTERATION ACTIVITIES. BARRICADES SHALL REMAIN IN PLACE UNTIL ALTERATION AND CONSTRUCTION ACTIVITIES ARE COMPLETED. 2, DURING LAND ALTERATION AND CONSTRUCTION ACTIVITIES IT SHALL BE UNLAWFUL TO REMOVE VEGETATION BY GRUBBING OR TO PLACE SOIL DEPOSITS. DEBRIS. SOLVENTS, CONSTRUCTION MATERIAL. MACHINERY OR OTHER EQUIPMENT OF ANY KIND WITHIN THE DRIPLlNE OF A TREE TO REMAIN ON THE SITE UNLESS OTHERWISE APPROVED BY THE CITY, 3, IN ORDER TO COMPLY WITH THE CITY OF CLEARWATER LAND DEVELOPMENT CODE TO MINIMIZE SOIL EROSION AND CONTRIBUTE TO WATER QUALITY. PROPOSED LAND ALTERATION ACTIVITIES SHALL NOT UNNECESSARILY REMOVE EXISTING VEGETATION AND ALTER EXISTING TOPOGRAPHY, ADEQUATE PROTECTION MEASURES (I,E. HAY BALES, BAFFLES, SODDING AND SANDBAGGING) SHALL BE PROVIDED, AS NECESSARY, TO MINIMIZE EROSION AND DOWNSTRESS SEDIMENTATION CAUSED BY SURFACE WATER RUNOFF ON EXPOSED LAND SURFACES. 4, ALL TRIMMING UNDERTAKEN ON A TREE PROTECTED BY THE PROVISIONS OF THE LAND DEVELOPMENT CODE SHALL BE PRUNED IN ACCORDANCE WITH THE AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) A-300 PRUNING STANDARDS, THIS INFORMATION MUST BE CLEARLY IDENTIFIED ON THE CONSTRUCTION PLANS, 5. SEE CITY OF CLEARWATER PROTECTIVE BARRIER REQUIREMENTS PROVISIONS FOR ADDITIONAL INFORMATION '" l-< ~ . s:: '" ell ~ 0: '> . l-< '" Q) l-<[/) 0......... >"'eIl Q) ..j..) > s:: l-< Q) ;:J S [/) s:: . 0 '" l-< l-< '..... Q) > ~ s:: ...... u.J OJ) . s:: u.J $ ~ ~ <: Q) ~ 'S L.f') (/)L.f')_ S ~NOO~ ai~~008 > -' ......MN"'UO ......, 00' I=: .... ~ 00 N .~ (]\. ........ ::::; .00;>00 ~'l-<Mooelll.D .... 0 - . ell - 00 M ~:f:I: ,..o~ -;:l Q) ~ Wi 00 ,..0 ~ I=: ell Z .. .......:l :.:l 0... >< ~ . S 0<: ~ > eIl:r:~ ;>F-<o.. N o "<l- 1..0 . u ~ ~ " rJ'J. Q) +-J ro · ,..-4 U o rJ'J. rJ'J. < a(1 ~~ ~"iF',)t>~~ " i:~::r };2 gf16'~\;~/'J'{ ,m ~ .;::: E:"LD \f:.<; . ,1~~~ :zs &~ . ~~ "'~ ~ _L..,!.:..~~. ~ ,'j ""~~ ., ~ ~~ ~ ' I .~ ~ . ; "0 /;".! '. .' ,,/'O~~)0:S 0, '!.1-l''; " "r~ ',_' ~ui D"',it~ FE .~.~ DCL ;T~ II) Z -l 'CD. ~L: LL ~- 0 ,. 'm i:i: (Y) o o ~ :g ...:J <( :z c...? 0::: o (/) :z o (/) 2J O:::"'-Nr'0"<l-L()tO TEST FREQUENCY PER SOIL TYPE ONE PER 500 FEET HORIZONTALLY, IN 12 INCH LIFTS PER SOIL TYPE PER SOIL TYPE D1557-70) - MINUS 3% TOLERANCE PER MATERIAL TYPE ... PER MATERIAL TYPE DETERMINED BY MSHTO T180-57 (ASTM OPTIMUM MOISTURE/MAXIMUM DENSITY 100% OF MAXIIMUM DENSITY AS DETERMINED BY MSHTO T99-57 (D-698-70) NO TOLERANCE OPTIMUM MOISTURE/MAXIMUM DENSITY 98% OF MAXIMUM DENSITY AS DETERMINED BY MSHTO T180-57 (ASTM D1557-70) - MINUS 3% TOLERANCE OPTIMUM MOISTUREfMAXIMUM DENSITY 95% OF MAXIMUM DENSITY AS DETERMINED BY MSHTO T180-57 (ASTM MINIMUM 100 LBR 98% OF MAXIMUM DENSITY AS D1557-70) - NO TOLERANCE GRADATION, ATTERBURG LIMITS SLUMP TEST COMPRESSIVE STRENGTH CYLINDERS PER SOURCE PER SOURCE DETERMINED BY MSHTO T180-57 (ASTM ..* EACH LIFT AIR CONTENT AGGREGATE ANALYSIS DESIGN MIX BITUMEN CONTENT GRADATION STABILITY FLOW PROPERTIES OF IN PLACE MATERIALS (MARSHALL) THICKNESS 95% OF LAB DENSITY . TESTS SHALL BE LOCATED NO MORE THAN 500 FEET APART. TESTS SHALL BE PERFORMED ON EACH LIFT, EXCEPT THAT TESTS SHALL NOT BE FURTHER APART THAN ONE (1) FOOT VERTICALLY. FIELD DENSITIES SHALL BE TAKEN OVER ALL ROAD CROSSINGS. FIELD DENSITIES FOR SANITARY LINES SHALL BE STAGGERED TO INCLUDE RESULTS OVER SERVICE LATERALS. THERE SHALL BE A MINIMUM OF ONE (1) TEST SERIES FOR EACH 12 INCHES OF LIFT OVER PIPELINE BETWEEN MANHOLES. TESTS AROUND STRUCTURES SHALL BE SPIRALED IN 12 INCH LIFTS. PER SOURCE ONE PER SET OF CYLINDERS ONE SET OF THREE (3) CYLINDERS FOR 100 CUBIC YARDS OR FRACTION THEREOF ONE PER SET OF CYLINDERS ONE PER DESIGN ONE PER TYPE ONE PER DAY ONE PER DAY ONE PER DAY FOR FLEXIBLE PIPE (CORRUGATED STEEL OR ALUMINUM), 95% OF MAXIMUM DENSITY (MSHTO-T99) PER FDOT SUPPLEMENTAL SPECIFICATIONS SUB ARTICLE 125-8.3,2 AS MODIFIED. .- TESTS SHALL BE LOCATED NO MORE THAN 500 FEET APART. THERE SHALL BE NO LESS THAN ONE (1) TEST PER STREET. JOB NO. DRAWN DESIGNED CHECKED QC SHEET a - ::::> a:: a I- <( C/) Q ~ lJ.J lJ.J g: t5 - a:: o ~ a:: "' ~ ~ a:: US -.I t) LL o >- I- - t) ti ..... ..... ~ ~ ........ ~ i:: (.) ~ e: ~ o (.) ftj .-;; ::s ~ Lu ;:) ~ :s ~ .,J :::! Q o i u) ~ Q C"') CI) ~ o ~ ...... ffi ~ C) 0) Q co C"') C"') ~ - a:: o it i =e ~ 03442 WAL BOK BDK LSB 2 IXC) (QIX o <C o Cl:: o :::::> Cl:: o ~IX z ~ w >- .0 E co ~ ~ ~ ~ , C") o o N cD o > o Z c o -0 Q) :t:: o 0:: ~ o Q) Q) .J::. ~ C> 3: 'l:! c:: CO 0.. $ en I N V V C") 9 en c co 0:: c:: o 1:s ~ '- 1;) c o c..:; c C> -00 Q) o f o N v v C") 9 C> c "5j Q) c '5> c !:Y lB o Q) "e a... -- Ii.: \oCD ) " m~"" CL =:=J U u z o u N x w ~ fO~ ()o YJ ~'V /~ ~ ~~. f~~<O l5 ~ <( ~5 W o -- . lea '0v 1---.; ~ ::'t ) W ~ ~o~// .//~',. / ~/~'jj~,: -- -- ~<>> 13 LF 1 "RCP- 0.2% ~) 25' WETLAND BUFFER 'oV:> "T = -~ ~ -- ~ -~ I'~ -r~\ I 1\ I \ ~-- ~ 1 \~ ~ ~ 1 ~ <$>: \ WETLAND/CONSERVATION AREA \j 4 4 l() 4 4 Ai>,t \\ (' '7 II ~ "1Y/ l-' WETLAND LINE ~ L ~ . ~ 1 \ -------"1-/ O~ -- w~ ~\ \.-- - - III \ ~.~ 1 r- -S b 1 L \ CJ 12" ADS TO BE CONNECTED c--..l \ g, ~ CD / -- -- TO ROOF DRAINAGE SYSTEM l ~\ g: ~ ~ / n j '" .J /' ~ ~~_MIN. 18" DEE:rH @ 0 f% .-----' 1 W n / (' ~ (j 7 "/ ~1? ~1 ? ~. ::. ~______~~~~Sit;FEN~~ \ \.--_ 3:__ ~/ 0'U OC>) "-./\-1,._\ ~c"1" / \\ :: ~//'-'""~-"- ~o ~,s ~ t lll~~SEEDETAILSHEET / // 1x<0 ~"/ '~ ^ -- \ N'\ 12" ADS MES n~---\D . :: ~ vx I' ) WETLAND BUFFFR / I . CD (X ~ ___ --- \ rlENCROACHEMENT 78 SF ...-- - / \ :: y --- n SF /--- / S ~ ,'" lA' L[) XI Iix__ W- ~w~ 1M --;:;- --"'-- --- 605 __ -" .. \ ^ '){----. . 'IM. <. ~) l ~ '-..LJ I ",.. --vv -... " W W--- \1'1---.;..;__""....,,::.: ./ r- - - ~\5.0:-' ___( v v> ~_~ li!!.... __ __ -:"_ ~ 11III ~- ~ - ~ ~.!!!!!. - _IIII!. -..!!! 1!!!----!!8.!! ~--!!"I.!!!!!. - ~ -..!!!!!!! II!!!!!.....IIIlIl.!!I' I!!! ~-....!!II..!!! iiiIV'!_-!!III..!!! ~ ~ - - --!!"I ~ -:x:- .. - ... - - _ _ _ ~ _ _ _ _ _ _ _ _ _ _ _ _ _ _ <; L .<;~ Ij~_, '" " ~.. '~-.. - 7- /' ,,/ - u -.. ~..,y-rc// -/ '77 7' 7,>-;:" ~7:7" 7:1'7.'7'; ::7;;('''';0:- "'7"')T'77'~/';'-T"~' ... . 1, ::::::--"'... -. - -- ,- - -, "......,,_ - - - - _ _ _ _ _ _ -:::.i'!it .... _ ~ " , " . ,-" ~x / xX 1>;'/5(///> ,// :<;/ />//:~ r;" // / />/)! 'O,dx/x/x'yv !)(>/7>1'7 ~/~.<~..~ 11;>;>///i/0X</X',,-', ~,'- ,,'-.,.:--c,'-. "'-~~"--,---~':~," -";~:, -~~~','~~-cc, '... ----, "'" ''-. ',- ,,' "---~', - - ,,- "-- ~ ~. / .00' '. ~ '. '.' . /~ :X>< ~;Y5;;:<<~:>;::;;;i/; ~~>1~/ t<<W~ ~4~;;:.~p) "<:'~ 5<;j/;;X:?:<:,,'-',' '. ,,','. .':~~,\:<:'" <:" >" ..:~ <:<,,~>> h: . .,'~ ><~~'; ,:-..::t.:. ....'. _;v )<)(>00,:;, 2>('Xx/>(<, ", ~ ~>(/A'/.z;<:<;, ", '-', , '-, 'O,'-. -'_'-'. ", '-. '-~ ~ "-. " ., , . ' ' " I" '-"" . "" ',,- '---, '..1.' \~ " '--., " ~ 1"-- Y " r :///~//./,"//II/'~//_'/./&/./ ..... /JIIIl. .. //L'/ // //x/ y ~ I /)... ' ',-, ',',"" _', ~, ' " <;'",~",', "'., ", ~ (.~ J ~n WY ::\Zf/M~d;;~~;;~~/':/;~,;;!:~Y)J~~~/,;~V/<~/ //;/ B lJ I L DIN G "B" N :'f 'V N L() /~LL/ '-.L...L, ~/ >.:L:. / ~ /- ~.>/ :: ~ 1--', <; 'St' ~ UNIT 1 ~ UNIT 2 UNIT 3 UN T 4:) UNIT 5 ~~:'i', "-. / III UNIT 1 UNIT 2 UNIT 3 UNIT 4 UNIT 5 1 P9.2~ FF I ~ ~ ~9.251 FF I P9.251 FF I 139.251 FF I '_lJ P9.251 FF I :- r- f 139.25\ FF I 139.25\ FF I 139.251 FF I ~~ FF I 139.251 FF I ~ PROPO D6'x6'GA~BAG. ':------>-t:J---i ~900~---- -----i f------ H A ~ ------l'n r------>------l r------ -----1 \ \p::::;;::ryNDE~r:bJ\'-~> ~0.00;38.5IG~1 13851~:r~8.00'-J\'-~> r967' 1967! ~ :2000' ~ U 138.5IG~1 ~~ ~ i 138.51~FI 138.5IG~I! ",\,-p 1,1 /38.5IGFI 138.51GFI I: \\ 25.00,1 ..,I',r r /' ~'\ Y o. r-----. 1\,\ 7 ,j D.. "" r"11.67' _ ' o' 138.51GFI 138.51GFI ',l1wGFI ' \;//!,i5 . " _ ~, o 0 ~'CONC,WALK C 'l '" 0 I.' ..' 'l. Is ~Ii I , " ' , , cb" . \.~~ 'I'lt2(: , ' 'f'c, .. ~ q '1 ~ ",'",) ,~) _--. II 1.,'- ... ~ , 4'CONCRETE ,,,' · IIs<D"" Xi~ ~ , ' <Q'(Dj tc ',' 1\ ~~] I~-- I 'l. 0 . 0 SIDEWALK (TYP) - \b~. o. 15.00' I . 0 o. · 0 I? ' ". ~I \... /'N ~ i : '. .. ", " , " , "' " ,-" ," <#J <0 , , ' " . ~ ~ ? ~ 1 ~ I. : ' - / q I IKJ \. .'lo '--- '1. 0 0 · '-- '. oj. 0 ~ , '<J., \-- " ~ \' ' . ~', _ > ''-. ',~! ' ~) ~,. ,,' q~ -".1.0.... ,~: o. '\0' < .' . ..!' 'j. 0 "i 'l O'l . ~~ ,,~ r!f ~ ~. ~ ~- 7' ""~ - ,', " - ' , " ,.",' -. . . . '. - '\ '. . f---L.., '. . _ . . . . " ,.'. -:-1 o~ . q,. f- r- . ",", J--, ~ :YA '" I 0 · 0 "- 0.. . q 'q" · o. 'l I" 'l . 'l o. 'l \ '^ ". ~ '" .' -'"' , , ., - , , . . ". , ,'., " " " ". ~ ., , . " . q.' SS. ss .... . ss " 0 0 slS S~ --I--.'L~_-SrS, _ ~ N .0 0 · 'l .. "0 'l. <J 0.0 'l. 0 0 / . . ~ ~~ ,. -- -. - - - ---<J '" ~ 0 · 'l q . ~ q 0 · . 'l . 0 /\ " . 'l 'iJ ~ // ., ,.... "j:S.. .' 'l "q.............-:- ------"'-.......;..---<J.-~ 0 --..t----- - --~" --- N .-- ------_~_L.. ~l.....-o '- -...,,-- ---f~_L~~~- · 0 :;?, %IJ\ ~ '-'-I.. --"--. - ., -~ ~ ---:-/ ...... ,. -,...-- ~ -..::...::. ~ _ _ _ ;~~ _ _ _ 0 " ~ " q. 0 . 0 . o. 0 I q . . --:l 0 (Y) :r/""-. rJ _ 1""0 ,.. q,'l '} - -".-- ~ - --'- _ _ _._1-- -..-- __ .'lo o'l. ,/\~'., ..'::. .... . o~ o. 'l ~.o q .t'l rr-.J. " ().:.,'>'J.o. I,eX) 10 ~"~"VVr ~. \/11 o. "'\AI IAI 0 - - - - -- - _ """""-'--r-v..... .'. .' ........ o. . q.'l "~ ~ '1.;:n ") ::; , · " " ' " " . ;qs~RETE.S'O'EWAlK I ;)it ~--, 'vl:u TI7 -:--0-"->-. 'l) :}f-r". - - , i I, J II' " - ," (Q;" ", ~ · "'. '. ..:-c-. "" - .--' -" - -. --,- - - - - V'h . , :'--.. I' ~ -'--'-c.."'>" - - Ix "" I, A.J"'" "../ .".. A c6' -\"'-..." " · Y2\~ON9R~ MIAMI,CU;B7' ~II,~ ':" ) Jt_' V.',', ' .iill '. " "., I i1jJ.: .": ,\Ij:)~~' " :1 III;' " " '. ' <' ~tfJ III" ...... ~ ~ -f.- · · ' , ~ t ~ II" i> ., -'\~. - ~ I~ ")'000 1 ~ i ;::~POSE~-\~ '."" '1-<ciD .'.~'" ''',"III''">C,~~\~-, '111~". " . l'~~.r--..,' - ~~: "'~;~/'~ ~. ,,~" . '~~"~~: - .::;,,: f, ' <lll.,~,,,.. ;"'I~~ ib~V:J ")'0 1 ") I --r- 10' UTILITY '? Ix '0 8-3 ~ (;) . @ ~,'Ie @ '. @ ~'" :0: \ I 5 GA> ~_ GAS _ -')'0 ~ _ __ .~ EASEMENT_ (,?'O" 40 LF 15" RCP@ 0.2% iQ' . ~ ~ iQ'I..- . 0 (I,. '0 I ~ I. m @ ")<0 v? :\ \0 /\ - -,- - I -~- - - . - - - - - - - - - ~ '=- - =-- - -=-- .~-= GAS - -.-.- ~J~-=_ GAS _ _G ~S - GAS GAS GAS GAS GAS ~. US---- GAS 49 LF 15" R P@0.2%li::D..I")'O. ~ 5 ~ ~ .0\ () 27LF15 RCP@0.2% 27LF15"RCP 02Oft.J-:- - - - - - - - - -._ _ _ _ _ J GAS, GAS C)L ~AS--- 7\~~-t - /\("J"V~CO"-,---- /I~ ~.~-W-__L W. ---wi ---W---" VV.'n....~ W W----W-------W-----W W-_.-W---W ~f- 1______ . 0 <D EX 20' ASPHALT DRI E~Ay--rQJ KI:,~Irq- -0-~; ~ - - TOSOUTHGATE -:\ti!.:-:-\- --(),....LL ~ I.J ~ 38LF 5"RCP@0.2%'j I/hV ()...," '^' w----W--,AI W W rr:..w--w W W \Ai ~J . I .1 0 D.. MHn(,,-.. ,.J ..... ~v L - .J ",",v .v" W w ~+_. W~W---~w----L-. V" '" '" W---- r~.J ~ · ~ -- -- -- I.J __ ___ I")A~. .Kv .... "[1j --")'060, S~o ~ --"-:-____ _ _ . ~:------NO PARKING Sl'IE DATA S 01 022'39" W 250.00'+'~C-()" - - - - '\ ~ . _ _ ~?Y\~'::::___________- ...v [I FIRE LANE e ___ --L CD ________ h'O" rr(,~" q u=. . _' r----. SITE TRIANGLE (TYP) PARCEL ID: 18-29-16 - 80353-800-1I030 W ..... . '--..... If ~~ II ~................ ~ . : ....u.~ ~x ~ ~SEE DETAIL g~~~~~~ ~~N~~~ ~~~CE) <( ~ ~ _ ~ 2 PROPOSED ZONING: MDR (MEDIUM DENSITY RESIDENTIAL FLEXIBLE DEVELOPMENT) \ c:::' r- .0:::: r-, ~ '1 ~ ~, ~.~ PROPOSED LANDUSE: RLM (RESIDENTIAL LOW MEDIUM 10 UPA) ~. Q ::> W ~ (/""-. tJ.8C 5 ~ I, ' ::::---+- CL WATER OAK b a:: ~ to ~J :!: ~ u....... 'J , TOTAL AREA = 146,181 SF /3.36 ACRES DENSITY CALCULATION ~ 0 W . :b' ~ <D Ix ~ u. (') r::: UPLAND AREA = 37,598 SF I 0.87 ACRES 0.87 x 10 U.PA = 8 UNITS@@GRAPHIC SCALE ~ ~_ II ~ ~lR) '1 (f) WETLAND AREA = 108,583 SF /2.49 ACRES 2.49 x 1 U.PA = 2 UNITS 10 0 10 20 _ "-') <'J I " ROOT PRUNE PHASE II RESIDENTIAL IN~ILL STANDARDS TOTAL = 10 UNITS ~~~~ ~N3L8ETo ~~~~ ~Nig9 ~ 1 I I NUMBER OF UNITS: EXISTING = 0 PROPOSED = 10 INV EL = 35.00 INV EL = 34.66 MINIMUM LOT AREA - N/A SF ~ MINIMUM LOT WIDTH - N/A SF ~ MINIMUM SETBACKS REQUIRED PROVIDED FRONT 10 -25 FT 25 FT SIDE 0 - 5 FT 41.58 FT REAR 0 -10 FT 12 FT MAXIMUM HEIGHT 30-50 FT HIGHEST PARAPET 34'.8- MINIMUM OFFSTREET PARKING 1/UNIT 20 : 2/UNIT (1 DRIVE /1 GARAGE) -- " " 4 -- ) / 4 ~ 4 4\0 " CO ~ty~. " " ..::J -- -- " -- -- -- -- -- ~W W a:: CI) C)~ _ C NTROL nJu ~TU ~E /\r ')' E WEIR JETA L S~ EE"F 1-t- / I -- 4 4 4 ~. 4 4 I I (f)~ 5 I I 5 I I I ~X 5 I w I ,II :0 V~ VJCb ~\o ~P"'~ ')~" ~~ j h<c j ") ~ I 'r \ -- ~ (0 . ~ ex:> LO 7- _ -PC7 -- 4 4 I I 8.1 J!vj I::J ,) / 4 / / / / ')D~ / -"IV:> / ~. ^j / u z u u --. BANANA PATel-! w o n n L. 4 o 4 4 - - LO C D ~'t" :; y(~7:: ex:> I 0 ~ -- 0 1 ~ en L() 4 / // /'v~~ / / ~H6 nit MES~~ +L\!) Q~ / TREE --? BARRICADE ~ I *--~ I 0, I 5 ~ =====---- ./ /' ---- ./ --../ v~ IX" --P SEE DETAIL SHEET 7 -' ~ . -- ~'1 \ \ o \.~ m. -- -' ~ - - (\j (V) ?SQS -- '1 -' ~ n ~ :,::',. ?l rID'\ ~ ~'f ~'1 5 o 0> ex:> Z ,'. ~E> ~ ((~ .JCb~ /h~" ~I\" J 'l J -- ~ "fA>" ~j ~ U ROOT PRUNE 81 LF 15" RCP @ 0.2% )~:? I r12.~0' -po.. -- ~ c , -- '1 -' ~ OjC) ~~ \0" v.ttJ' /"..... . ..'\ I I I'~ IL... I Ir- olii I a -q- 99' 0" 19' 8" 19' 8" ; 19' 8" 19' 8" 19' 8" WH -- WHO OWH WHC OWH GAME ROOM GAME ROOM - GAME ROOM TREE LEGEND LEGEND ( IN FEET ) 1 inch = 10 ft. xx" * xx" <8> xx" * xx" . xx" & xx" ~ xx~ -0 c PROPOSED SILT FENCE @ = Citrus Tree -- PROPERTY LINE GRATE INLET RIM EL = 38.12 INV EL = 34.92 @ GRATE INLET RIM EL = 37.92 INV EL = 34.56 = Camphor Tree .. PROPERTY SANITARY SEWER AND FLOW DIRECTION ss BUILDING INFORMATION I SQUARE FOOTAGE TYPICAL UNIT - 2 BEDROOM NOTE: NOTHING TO BE CONSTRUCTED OR PLANTED IN SIGHT TRIANGLE ABOVE 30" OR BELOW 8' = Oak Tree PROPOSED WATER MAIN @ GRATE INLET RIM EL = 38.04 MITERED END SECTION INV EL = 34.85 INV EL = 34.40 28' - 5" 34' -8" I~ GAME ROOM I FOYER . U~ ~ ~ b__....J 1 CAR GARAGE PROPOSED SIGHT TRIANGLE GAME ROOM ;!::J--- ;!: SQUARE FOOTAGE PROPOSED BUILDING HEIGHT 1 ST FLOOR LIVING - 320 S.F. TOP OF ROOF - 2ND FLOOR LIVING - 597 S.F. HIGHEST PARAPET - 3RD FLOOR LIVING - 645 S.F. TOTAL LIVING DOUBLE WATER SERVICE = Pine Tree ~I~ bZ1~ ~ ,..tmrr .............,J b_...__,......,[ U FOY~I~YER i:7l Lk ENTRY ENTRY ...,...[ ... ..-.... MAXIMUM FAR = 0.5 PROVIDED FAR = 0.041 MAXIMUM ISR = 0.75 PROVIDED ISR = 0.018 AREA CALCULATIONS PROPOSED IMPERVIOUS VEHICULAR USE AREA DRIVE DRIVEWAYS SIDEWALKS BUILDINGS OPEN WETLAND UPLAND POND PROPOSED STORM PIPE = Sweet GUIT1 (0 -w--w- --- GAS -- EXIST, WATERMAIN EXISTING GAS MAIN @ c@) CONTROL STUCTURE TOP EL = 37.37 WEIR EL = 36.12 WEIR WIDTH 2" INV EL = 35.00 = TREE TO BE REMOVED 1,237 S.F. = Maple Tree T' o N .'. ~ - .. ~ 20' --l SIGHT TRIANGLE DETAIL ~1 CAR GARAGE 1 CAR GARAGE 1 CAR GARAGE 1 CAR GARAGE EXISTING IMPERVIOUS DRIVE OPEN WETLAND UPLAND 5,015 SF 5,015 SF 141,166 SF 108,583 SF 32,583 SF GARAGE - 228 S.F. 1 ST FLOOR PORCH - 118 S.F. 2ND FLOOR BALCONY - 80 SF GRAND TOTAL GRATE INLET RIM EL = 37.92 INV EL = 34.79 @ = Chinaberry Tree ~ .. 1';-- Ie I Ie I'=: = Unknown 15,637 SF 8,011 SF 5,461 SF 2,550 SF 1,652 SF 5,974 SF 130,544 SF 108,583 SF 18,513 SF 3,448 SF HAND AUGER LOCATION PERMEABILITY TEST I EXISTING PAVEMENT 68% V,U,A. 32% V,U.A ~/". xx" W X 1,663 S.F. - ~ -' <=--' L- ....J '- 8' 8" 11' 8" 11' 8" 16'-0" 12'--0" 11' 8" 11' 8" 16' 0" GRATE INLET RIM EL = 37.92 INV EL = 34.74 FIRST FLOOR BUILDING DETAIL NT.S. r- I PROPOSED DECK '" H ~ . c '" ~ ~ 0... 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I- -.J Z <( llJ z: 2' c..? ~ 0::: -0 o ci :2 LL i \JJ DC llJ i:L rn \JJ ~ ~ \S o~ - ~ U1--...... - ~ 23- 0::: ..- JOB NO, DRAWN DESIGNED CHECKED QC SHEET llJ > [Z D. llJ I- <Z > [Z i:L ~ ~ ~ ..J <Z DC :::; ~ ~ ~ C\) ;:S ~ ~ <Z t ~ ;:s "" DC --...... & (',J1'0-v1D a - ~ a:: a I- ~ U) a.. f:? lU lU g: ~ - a:: o Li a:: "' ~ ~ a:: US -J t) IJ... o >- I- - t) ti ..... ..... ~ ~ ........ ~ i:: (.) ~ ~ ~ o (.) m ~ ::e ~ ~ C5 :s <( ..... ..... - Q (J i ui ~ C) C"') :c: :s a.. ~ -- U) 0) C) co C"') C"') ~ - a: o it ~"' =e i5 03442 WAL BOK BDK LS8 4 z ~ W >. .0 E co N 9 ..- ..- , M o o N cD o > o Z c o -0 Q) :t::: o 0:: 10 o W Q) .r:: ~ ~ -0 en Q) ~ :5 N v V M 9 If) c co 0:: c o U ::> L- U) C o y c C> '<1) Q) Cl f Cl N v V M 9 C> c .55 Q) c:: '6> c ~ 1:5 Q) oe 9= Ii.: -p~"\1 I 1\. \ X~ ~ I 1 \~ ~ .~ ,. ~.. ~I \ WETLAND/CONSERVATION AREA WI \1 ~ ~ L!) ~ ~ ~t \\ I ~ W )' WETLAND L1NE.~ r [l I. ~\ \ ~ ~X - - . - - . - Jf-* ~ / N ~ OlL. ~ ~ / (\ '-\ \--- _ - ~ ~ l \ ~ ~ ~ r- _ / / ",:tV \\CJ ~ C-z / -- 'v \.- \ ~~ n" /'___ -:J. ~ C- tu / (5 L 7 " .,/ /' ~1 ? ~1? ./ --./ /~LF \ s: / <., ",,<:6 oC>l ,,/\ 1\ / "'''~ :; ~ ~\ ' ~///'~;&i /~ - t ~l- - - v /./ 'v txV] "'~'~ / _pk \ ~~ ~/'~ ~ WETLAND BUFFER ,~.// / .. .. \ ~ < ~ > ----- \ (ENCROACHEMENT ./ " -- / CD ~ X 'y PZ _____ ----- 1\ ______~ / / \ > \ ,/' , L[) ~fx----- II\' VI 1 V\' .. W '^' - --- ~ ./ > ^' .... , <. _ :::II > . , ~ . .... "'.. ,.... ~... . ,., \ M -?/ -;~';:::>'xOx~< : >?<:; Q-y$;;?;;V;~;;X~ ><;:;:;>0;/;0;,;/,;;;/ Wa.:;~,~y~)"'~ If/, ....... ['< . "" ""..>~', '~,':: ',I'<~.,. 0"~' , . ~ ~ ~/ ~~"~ ' . ~,~~;t~:l ~33t~~~~,:~~lEJ;/tJ~~~v-,,' ',', " /W>v, ',"," "8' lJI L "0' I N '<3;, 's ,;" g'(O ',', , ' . ~ . (' 'lD lD ~ 10""",27 /-LL" LcuLZ/,:ZY 20/.,~:,20 ~///d///~;0>/:/~LL// , " " g8< ~ m ~ 'UNIT 1 ('oj ~ UNIT 2 UNIT 3 UNIT 4 UNIT 5 ~~~' ........ /' UNIT 1 UNIT 2 UNIT 3 UNIT 4 UNIT 5 ~ 1 ';:: ex:> I, r-----' -- 'i- --l r-----' -----l r------ ,- >------l. r-----' -----l r------ -----l ~~ :? 5 Z I I I I I H In I I I I PROPOSEDGRINDER /, _.Y~ : : y~: : y9: ~ A_ ~00 ~: : y~: : ~ (,0 R-OMp STATION ~ 'Jro, I I 'Jro. I I 'Jro. I kJ\5Z,~.~ I I 'Jro. I I ") ~:5 SE,E ~HE~: 9 ':''' ~ : fl: q ,; " __ " ." ' ~ [ , , ': ~ , 'h .' " ' " : _ ',_ " ,; m. , " " I I ~)" ~~;; 'v ~ ' , ' '1 l'=- -FM- 1\ _:::~~ ", ..' H ' . 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'A' · _'1 ~ . 0<1'1A' v.I~. <1 'A' "A' ~. i - - - + -;-- -;-;;- - ---r-'- \A'- ~.......:....!. -4 . - ..... --,,-.. <1 .L: .-.1--': - - - - ~ C{i~." <1. <1-(::) I ~'k ...."'-1..". ~^.. . v q <1 .. .V. <1 0 q . .;" .." .. . V'/\V ... . " Ix 1<OJ, \1 <1.. q ,;~~ . .F~A ~I. .~~ 90013~~6.'~' .,.... . ../1~-'~ .e{)'bLF.6"~DJV.. ..... . \.0 ~;_~~<1..). .', "\ "'.' k' .: ~\~~'V.;., " " ./ ,. '. '. , ~, ,"" · ~"Y6..-e;4.q>.. :<1. ..<1..f ~ ~ .. .. .. \:. \ ~~ I .J I [JTI]III:-:::':~ ~. ~ · '.. ''-.:. 'A'1CJ"~. ~., ." · / · -~+ ...... ~ ~. , · .' -'<.... --':- - ~ - ,-' '. · \, . ' 1-'-,\ () 5 -~ ~ -. ...- . ~.. ......:7 ...T;C':JIIIJlllf>," .... _ '.. ''1I1III~II'':'. ',i'i<".> _111111111, i'i'" ...'Y ....111111111>" ;,. ,""1'<: ...'-:o]~rr _l-A . b I. .~. '" <1~.\ - k"'C()- l ","5 CCJ () () 'I 50 LF 6" D.I. I , PROPOSED '[... /\' - '. ..... · I ,,' ", ,. ':C,' , . · ,.,." ''''''.>:: ....'". ,"1IIIlJ] lJ..~' ~ ~ ' 10' UTILITY Ix Ix \ <'t 25 LF 6 D.I.~ ~ ..- · j) "'JCO' I. I EASEMENT ")CO ")CO' CCJ~ ~~ I , L1. I- ~ ")<C rtG'f' GAS f-GA-=-_ GAS+, G~~--l-, GAS__GAS _~__GAS _~~_GAS _~A~_GASI GA~~GAS_~A~_ GAS GASt-GAS GAS GAS GAS G,AS---r'ffi' GAS1; GAS' GAS ~~~AS ")CO ~ ~ I r0 ")10 ,,\,~ () EX GAS LINE - - - - - - - - - -- - - - -1-- - - t- ~~-I- - ----0..m-~ --=~ __' A /\)(C(). -t-- ,~/\!i2:\NJh'_- /'':()~~...... W I WJ=d-w1-w~w---w---Wco. <? .w---w w W---"-'--W---'W--. w--,--.--w--vf4--w--w------w ---W.----w- ,/I..,<{) EX20'ASPHALTDR.IVEWAYTOREIMA1N~..0 1 ..4~. I . ~ ~ ~ ~~~ . '7' V11~ - - r- JI. ry / J "" " . ~ ~'~ -W--Vv 9:J~ w---w-.w w w w--w w-- w :- ~:w---L..VlJ---wX---'W' w-- V:J ',", 'lit) ",0"" .. ) "-.. ,,_ \ _ _ ~ _ EX 12"WAT~INE _I") /1-0, $" \ W I ")C060, I ~~" - - I 4 u,--t ------ - ~ +~ 6"TAPPINGSLEEVEANDVALVE Cl ;; ~ ~ Ih'O' en:. / ~ : U ~ ~ (; 0 0 ~ 0 C;; Z M g r::' -:7 -:7 L 0 ~Io ~~m~ V] t------J ~ <OJ 1\7 ~ > , , ~L b G GoO ~ <( 10 ~ ~ & leG, r 5 7-- ~ ~ (L -f + - x 0 W 0:; -+rs . ~ I C) ~ > W 0 f-- ll~ ~ (5 ~ .~ ~ -- LEGEND @ ~~ o L =:J ..J ..J '7 ) ..J ~ < u -=;j -- I ()'I _ 0' ........ ........... co'U tY". ........... " /\ '~ // j ~,/ / //l\~ ~ / . "vv / . -- , ../ ~ ~ lD~ ~ CO . ~ CO 1.0 ~ ~ ~ ~ ~ ~ ~ ~.~ ~ ~ / / 'J- - t:!7 J / / / / / 'O? / ') 1'0 / "y '1) / / / / / ~ '" 0 0> CO en ~ ~ 1 -- ~ J~ I::J ,) / - - 1.0 G~ :. ~ o 'O? :J -2'. ~ 25' WETLAND BUFFER w u Z G U BANANA PATCH ./. ~ ~ ~ LCl - 215 LF FDC LINE 4" 0.1. ~HA2 \I~ +/1-~ I I ...I ::) '" -- ~ ~"'~ C\J \7 <;J 5 '" n '" <OJ 5 \7<OJ ,(' J///\ I\:~ o C\J ~ ~v '" 5 \ <OJ , 1~ J;" 1 ....., '. ,..-"\ 0)0 ..' .........-1 ((y ulb' 1 ,'-- co 0' -1~ '" !-< ~ . J:: '" ro Q) ....... U 0... ..-< . i: '" Q) !-<[f) 0....... >->ro Q) .jj ;> J:: !-< Q) ;::l S [f) J:: . 0 '" !-< !-< ..-< Q) ;> Q) J:: . S r..u 0.0 . J:: r..u 3 ~ ~ -< Q) .;..J 'S '-" Vl'-"..... c! nNaoooJ:< '\0'<1-00 Q)rn.OOU ;>rnNrnuo -< roooNI::O\ ....c:: '] ~ 00 '~ 00 ~!-<rnooro\O "" 0..... . U ell........ ooM !-<tl:: ...0 J.J.. ......... Q) "00 "",.,.. ~ u.J ...0 ...... I:: ro Z .. ......:J :.:l 0... :>< ~ .eo-<~ > eIl::r:~ ~ ;>~o.. N o + \0 . u o ~ ..... r.n. (]) ~ cd .~ U o r.n. r.n. < o(j , "'. 0') ."-'-"cy C,...... i-~e',,:';';' 1'-:' 'q ~ .t'\)o' VaJ) l~ E I.t:) .i: .' .}- E,;. .~ ( J ~ 'd> , :. '., (.OJ I; . ~~:Z \ J '\ I.... ',(:!::5 ' O,~'~'" " :x ,.\:~ -:&:' - ~ . . ~~~6~'U f '~~, ~ ..;,g " ~ .........' ...J..+J-.- w,) 'c' , . . , .iJ., '~~5 ~ / :~;::, ~ u...: , TO SOUTHGATE MHP ss ~ SANITARY SEWER MAIN WATER MAIN (PVC) PROPOSED SANITARY SEWER MANHOLE RIM EL = 37.25 INV EL = 34.00 (N) @) w \ ~~ >",','" PROPOSED STORM PIPE -w-w-w- EXIST. WATERMAIN NOTE: SEE ARCHITECTURAL PLANS FOR ACTUAL LOCATIONS OF SEWER, WATER, AND SPRINKLER SERVICES FOR BUILDINGS GRAPHIC SCALE . @ SANITARY SEWER MANHOLE STORM MANHOLE PROPOSED SANITARY SEWER MANHOLE RIM EL = 37.97 INV EL = 33.10 (S) INV EL = 33.00 (E) 10 0 ~ 5 I 10 I 20 I / 6" SANITARY SEWER SERVICE (/)1 FDC CONNECTIONS TO BE LABELED PER FIRE DEPARTMENT REQUIREMENTS. ( IN FEET) 1 inch = 10 ft, 1" SINGLE WATER SERVICE ~a FDC CONNECTIONS TO HAVE MINIMUM 7.5' CLEARANCE TO FRONT SIDES. ~ GATE VALVE FIRE HYDRANTS CONNECTIONS TO HAVE MINIMUM 7.5' CLEARANCE TO FRONT SIDES AND 4' REAR. - GAS-- GAS-- GAS MAIN ALL WORK TO BE IN COMPLIANCE WITH FIRE PREVENTION CODE 2001. --X- FI RE HYDRANT HYDRANTS TO BE INSTALLED & OPERABLE PRIOR TO BUILDING CONSTRUCTION, ('I) o o ~ Ilj o UJ > \J) C;Z !z G ...:J ~ UJ <( :.:2' ~ z: ~ > o " ~ 0::: c:.; IJ) ~ o :.:2' z IS) ;i ~ UJ iL ...J G ~ : ~ \J) ...J UJ -<t. f- ~ ~ -<t. ~ ~ ~ ITJ IS) US \J) ~ ~ ~ st ~ ~ ~ ~ ~ 0"--."--.'-'> (/) ~ ~ ~ _"--."--.UJ 2J~=CL 0::: ~ N a - :::> a:: a I- <( U) Q ~ tlj ~ ~ - a:: o ii a:: .. ~ ~ a:: ~ -J t) lJ... o >- I- - t) . . to -.;f- LD :2 5 a.. ~ .... ..... i: :::>> 0) C) co t'I) t'I) ~ - a:: o ~ ~ :e ~ JOB NO. 03442 DRAWN WAL DESIGNED BDK CHECKED BDK QC LSB SHEET ti ..... ..... ~ L.L: e" ....... ~ i:: g e: ~ o (.) ffi a...;;;; :::e ~ Lu :;) Gl :s ~ .... .... - Q (,) ~ u) .. C) t'I) 5 APPROXIMATE LOCATION OF RIGHT-OF-WAY LINE 418 LF 2" FORCE MAIN CONTRACTOR TO OPEN CUT AND RESTORE PAVEMENT AS DETERMINED IN FIELD BY ENGINEER AND CITY INSPECTOR ^ ~ <1 Ll 6 100 LF 2" FORCE MAIN z ~ w :>. .0 E co co "I c; , C"') C> C> "I cD C> > o Z c o -0 Q) :t::: o a: co C> 11) Q) ..c: ~ C> 3: -q 2 ~ o , N ..... ....- M 9 U) c: co a: c .2 15 2 U) c:: o U C C> '00 Q) Cl ~ Cl N ..... ..... M 9 Cl c:: .~ Q) c '0> c !:Y U) 15 Q) "e a. -- u..: en -< l-< Q) Q) ..... r:: ."" r:: en ;:l U") ro Q) (/)U")...... S _ U NOOOO 0... ."" ~\.O+oo o ;: Q)('f).OOU en Q) ~('f)NCV:UO l-<(/) !IlcoNr::O\ 0_ ~ '1:l ~ 00 .~ 00 >-"ro Q) .j.J go'!:: ('f) co ro \.0 ;;. r:: l-< Q) !Il..9~m~=1t ;:l S ...o~ ......;:l Q) "00 ~ (/) r:: nw.l ...0 r::!IlZ...-l o 0 :J 0... ><: ~ en l-< l-< ...... .SO-<~ Q) ;;. Q) r:: ~ !Il::r:~ .S ~ f-<p.. OJ) . N r:: 0 ~ + \.0 . ~ U ~ ~ ..... r:r.J. V ~ ~ ~ · ...-4 U 0 :$ r:r.J. r:r.J. < ~ 06 ,-,~ GRAPHIC SCALE 2~ 10 I 20 , 40 I ( IN FEET) 1 inch = 20 ft. EX SAN MH RIM 45.87 INV 43.14 (E) INV 43.12 (W) CORE EX SANITARY MH ~_ ... ~,~~~)~ .. 1ft ... k ,/"" ..- '(1) . "...... ,:/-,,'" r-~t c.,~.- c;:' ,'_ '. ":VJ:','." 0 ~ !\1 (,' " fl'--" E..LD..J t of: ~g 'FiJ (fI)'".J '. , {;/) >~' --lQ--_S':;o ~. '-.-' ;',;. ~;- ~...J4 ,~: r:x. ~ C "hi '.\ , y";;r.:.,' -t:'.; ci'~>' ........1 '." J "" ./,'-,/ ,,~ . .':,., .' ,-,-"~ ~ ~- 'AD~V ~ Z i.lJ 'el> ~,~ tL , '.115 ~ EX SAN MH RIM EL 44.96 INV EL 43.36 ~ Ll BO !'lVC Ll<1 . . I I I .a <:1:,~ (Y) I:) I:) ~ lO I:) Ll 8" OAK Ll cl ~ ~ Ll . .6 <j .a Ll .... - <f -- -- EX MH 1>,,, ~L ~1 ' INV EL 32.45 ~ INV EL 32.49 {w)' --I ~ <( :z o 0::: o 11J ::>: DC. D. 11J <t: 11J \--- DC: <t: <t: > DZ z ~ LL ~ z I.D \f) <( ~ ~ \--- is <t: DC: \.) ~ 11J \--- &i <t: <t: ~ ~ <t: DC: ca. US DC: D. <t: \f) ~ I.D fiJ I!s fiJ D. ~ ~ t ~ ;:s ~ '" DC: '" ~ 11J ~ - LL - ~ N I"') -.:t L() 11l, Ll . -.- -- - ---w, - ~ I 6 cof\lc. DRIVf; tc.~~.:.. D.B!..'!E W- 4.. -Et3- ill 'n._... ..--- - - I - " ~,-- - --,- --- ,. d, LI LI <.1 LI <ILl -~- -- Ll .~ w - 36.70 - RIM INVERTS 33.56 - NORlH 33,60 - WEST -- -- EX 16" WATER LINE '-- -~. -- 24" RCP '--- ~- - - -w-- --- -. - --w- - - - ---w- - _ __ -w- ___ ___ __.., ._-w- - - - -w- __ __ o Ll ~ "Ll ;ll----- W.,. .Ll CUJ...... Ll .. 6 ~ . .~ Ll <1 . 4' ~ . Ll. . ~ . 6 ~ . Ll 6 ~ 4 Ll '~Ll .,.a 10" PVC .~ <1.. t.1;O <,~ b o ..- 2' CONC. V ALLU l;U" t.R - EX INLET , RIM EL 39.15 INV EL 32,34 (E) . 31.36 (S) 35.33 (W) . INV EL 32.11 (NW) \ ::E \ \ '1 \ \ ::E \ EX 10" WATER LINE DRUID ROAD (/) :z o (/) Ci 0::: '" -1>, ;:0 o 'U 2" PE LOW PRESSURE GAS LINE (CLEARWATER GAS SYSTEM) EX INLET . RIM EL 39.24 .. INV EL 31.42 (N) INV EL 31.36 (S) .. ..;...FM- -Al .' \.,~ .~ WFTLAND LINE C"Q., GAS - GAS -- GAS ----- Gt,s --- -- G,\S - GAS - GAS -, GAS ------- "-.. [its ---~- GAS -----' GAS: ___ GAS, PROPOSED 5' CONCRETE WALK ~ - a:: o it a:: "' ~ ~ a:: ~ -J t) lL. o >- I- - t) 2: ~ -J a.. >- .... -- -J i:: ::>> ~ -- ~ LL. o Ll: a - :::> a:: a I- <:( U) Q f2 lJ.J lJ.J ~ '" 6~ Ll Ll <1 Ll <1 <3 ~ <1 .,....,. A-FM-: 4 6 <1 -FM- ~ <1 -E)ff~BEW-Al::K~M- . <1 -.i.fM-<1 . .; ~-FM- ~ 6 Ll 4M- PROPOSED 5' CONCRETE-WALK 15 LF 2"fuRCE MAIN \..<6 . CD..:> - -- -- Ll '" .f'o; ;:0 o 'U ROOT PRUNE ROOT PRUNE o -- -11 ~ _,;r:r:i=t=:;;:; ~=--==='^"~;:'::2~==:=~^'----" -- I .11......1--.-" .----------........., "'P -".1 =}t.. ",' I L___~:!:..._..._J ,-~ . ,--.~--..~~~ ,- .11 .~, . :-- -- -- -- ASPHALT DRIVE '""OJ WOOD. FENCE (TYPICAL) CONC, POST & CABLE FENCE (TYPICAL) TREE ARRICADE J ti -.I LEGEND -.I ~ -.: 0) L&: C) RIGHT-OF-WAY LINE C) a1 CD -- CV) ......... CV) iii' EXISTING WATER MAIN (PVC) ~ :s; oc:c ~ ---QAS---- EXISTING GAS LINE i:: ..,J - ---fM...----fM...-- PROPOSED FORCE MAIN (2" PVC)) g :::! r:t Q 0 0 EXISTING SANITARY SEWER MANHOLE ~ (,) ~ ~ ~ "' ----0----0----- TREE BARRICADE 0 ~ (.,) . m CI) ::e ~ ~ NOTE: MAINTENANCE TRAFFIC TO BE IN ACCORDANCE WITH FDOT INDEX 603 fo;;;: Q :IE CV) ~ JOB NO. DRAWN DESIGNED CHECKED QC SHEET 03442 EKN BOK BDK LSB 6 FDDT Type S-3 Asph. Conc, po. tch to be 2' I"Iln, thickness or 1"10. tch existing for thickness In excess ;r ~' ~ Po.tCh:r11 T +2' (8' Mln, I Replo.ce Bo.sfl COl"lpo.cted , ,,~'" '''' ;;>;;>, ~ I ~/////////// . ~,. '.,~'" 4' Mln, Monolithic Slo.b 3,000 psi Fiber Mesh ~ncrete , '4'- .. I f this point Is within 4' of o.n existing Joint, then -'- / the Jolnt:- Resurfo.ce full width of street on loncltudlno.l / Insto.llo. tlons ~ 4' Q .dT, d' d ,,~. ~~ /y/ /" 'Y'V>" -' ,-,?> Existing Concrete ,.. , d ~~"0<.~ Replo.cel"lent 1/ ' '>/:<~ bOose 1"10. terlo.~/ "':/>;: sho.ll be ~ o.pproved by the Enclneer _ 6' 12' per City Article 22 T" " . ,.' ,. .'. : i' ';. ,. f/.'yw/",::< ::</::<v ' ),;., >>~~~~\.~ ~", ~~~~~~~/. ~,,>%,,>%"': ?/ ~~'{f." Undisturbed ~' BOose -'7/0~~~ /~~~ '(-~~ .~ \ Exist 'W Trench 'WIdth Vo.rles 'W Trench 'WIdth Vo.rles 12' 1B' Mln, 18' Mln, 6'1- ~ Undisturbed Trench Sl~t> ~ndlsturbed COl"lpo.cteol !".-- xN:<. Bo.ckflll / &.[1 '~ ~ .~ ;A~ ~ ~.v)o..v"v v~ /<'0(~~~~<; Trench Side T=Thickness of orlglno.l Bo.se COl"lpo.cted ~ r.-- v'06 Bo.ckflll ~, rJ 7. " -0 ~ >% !< ;;;;>: :;-;0/. ~<<<~~~~~<< T=6' until \,/ exceeols 6', then T=8' ASPHALT STREET AND DRIVE~AY REPLACEMENT REQUIRED FOR UTILITY CONSTRUCTION CONCRETE REPLACEMENT REQUIRED FOR UTILITY CONSTRUCTION STREET AND DRIVEWAY REPLACEMENT FOR ASPHALTIC AND CONCRETE SURFACE N.T.S. D A M Single Double Triple Quad N Pipe Pipe Pipe Pipe 4.09 6.36 4.03' 8 1.22 4.63 7.21 9,79' 12.37 1.19 5.12 7.48' 5,03' 9' 1.41' 4,92' 7,75' 10.58' 13.42' 1.21' 7.18'6. 9.71' 7,03'6. 11' 1.73' 5,50' 8,92' 12.33' 15,75' 1,25 9.25' 11.95 9.03' 13' 2.00' 6.08' 10.33' 14.58' 18.83' 1.29 11.310 14.18' 11,OJ:> 15' 2.24' 6,67 11,75' 16.83' 21.92' 1,33 13.37 16.42' 13,03' 17' 2~~ 7.25 13.25' 19.25' 25.25 1.38 15.43' 18.65' 15.03' 19' 2.65' 7.83 14.58' 21.33' 28.08' 1.42 17.49' 20.88' 17.03' 21' 2.83' 8.42' 16,08' 23.75' 31.42' 1.46 19.55 23.11' 19.03' 23' -- 3.00' 9.00 17.50' 26.00' 34.50' 1.50 6. 6.42' 6. 6.25' Dimensions permitted to allow use of 8' standard pipe lengths, <>10.40' <> 10.10' Dimensions permitted to allow use of 12' standard pipe lengths, 6. <> Concrete slab shall be deepened to form b-ldge across crown of pipe. See section below. 2 2 2 2 3 3 3" 3" 3,J' 3J" 4" 4" B F G GRA 1E SIZES Standard Extra WelghtPlpe Strong Pip x c E 15 18" 24" 30 36" 42" 48" 54" 60 2 7 2'-10" 3'-5" 4'-3" 5'-1" 6'-0" 6'_9" 7'-8" 8'_6" 2.27 2.36' 2.53' 2.70' 2.87' 3,05' 3.22' 3.39 3.56' I ....---SOd~ l' I --- V ~ / Beveled Or Round Corners "'~:0 ......Constructton Jolnlts Permitted ~K 1f=._.... --~~ ~ Ii ~ '-- ~ ) Grate ';- ~ 4> o 4> o 4> ~ I- 1 1 ~ ~ / ~ .<:~ C> =t; 0 ~~~ :::;; x 4> o 1/m._ I: '\ :s;~ -~ ~~ 2' ~ _ _~ ~ T ~~l=~ ~ /r\r-, ~ 0.,- ;.. Fastener 11 ~ \ Concrete Slab. 3" Thick, Reinforced Wi~ WWF 6x6-W1.4xW1.4 /~1 -(I I> " ;..LI "'<; z ~ W >- .0 E ro ..- N a ..- , TOP V1EW-MUL llPLE PIPE > {~ \ Paid For As fipe Culvert (/ ~ 3'-4" :~ '[i' 2'-0~ 2i' .:5 'J I" t- Ill!'" " ., 8" 5~ ~'8 :.J z'"' olll'" PLAN .~]! ~~!~ si' 3'-4" sl' 1'" fo\ol~\-J~ r ~~.+- ~~ ~I r =~u~ See Inde. 201 :., -t' -~~::::""14 8are 0 12" Cn. SECllON TYPEC Recommended Maximum PIpe SIze: 2'-0" WalH8" Pipe 3'-1" Wall-24" Pipe ,"~,. ~ ~n~~~r run ~~ ~~~ 1~~ -l~"~~1;" TYPEC Appra.. Weight 235 Lb.. "l- ,:,?...~l. . . '" ... ,. .. , ~. 0')'" (.-, ,('. ~'~/,...\ .C: ..\ v . 0) Q)~C ;:;:;' ,_" , . /,(0' '\r~ r--l'0 E.tLi. ;\ ~O ~1"- ,.-~ i:~-cn -... ' - fiJ C])! Cf) fl. . '. ro~~ 1f)1~ ~ ~.: - . .r..? . 0" ::::..:::: ..' ~: ;?t- 1l:J.j' .. ~:;~icr~.'.~<.' ,;' ..J.... ,. ,"::0 - ':..:.1 ~O!'"-:. tL ~..t~:f . .CO U- T1Po C 3'-1" T)'I). D 4'-1" Type E 4'-6. =j <J ~ Xi ,-"" '\. '0<::-'" G"''- !:' ~,. ",ei cP'" 'I .;,,,,'-' 3' Transition ~F '\, 0<::- ,,-'- ~C" '5 '\"'.~", / \.~\~~~"'~ VI A 0' ~ A / Back of Curb t ;h]~ ~. ~~~t:,li~e~U~~~= ~~quire- 1/ ~ \ t;:: : ---.J '1,', JOint/ ' NOTE: Wings only if Side Slopes Reauire. Remove Curb if Existing Exist Conc Drive T)l>e c 2'-0" T)l>e 0 3'-1" T)1>e E 3'-0" ~ t4" 1 /2" Exp. 12" ~1" 12" 1"~ Max Slope ~ f4" Max Slope II . .. i~~"'''}l~:".,~",~",<",:"- Ol -"-< .J IIIn.. UUlerW'fD'e 'l NOlE: AIL B Structure Bottom Only. See Index No. 200 -.! I-- 8'-0. 8" i-"- / P,OO.'" / R.O.W. L1n. ti c o () Q) .0 ~ ::!: 4'-4" " SlRUC1\JRE BOlTOM FOR INLElS TYPE C. DacE ~ Cone. r 101 3' t B t Sidewalk s'-s. .:!! , 2f ~ ~ 8" U') n in olI - e ... '" ill! lP - o '8 z '"' ol.! ~ ~ :i ~ :. 4'_4- st ,g\!!J:~ 51 13'0" 1 ~ \ f r Grale--A .r:+- ~ "" -.II XCI. ~ '<......E~ Bolio ~ 1 ~l I ~ S.. Inde. 201 :., +' ';-.--...:::....:t ____ 14 Bpre 1t'2 Ctre. Bock of Curb 3000 psi conc 4" thick. Constr. 6" thick at driveways with 6x6 #10 welded wire mesh. See note 7. 2f PLAN VIEW ~hL"" : M 5~ N . \0 d~ z'"' ll'" .~]! hJ1' .r Jl";: f ~j :., + ;- , .. I ". 8 21" I- ED o L L ::3 4-0 ft ,., CX4- .- 0 0 2' 2' D- o n1~ 4' Min Residen tial Street 5' Min Arterial Street l' City R/W 2' County R/W PLAN Remove Bock of Curb on State or Vertical Curbs with 0 vertical Sow cut or Remove entire Curb and Replace os Port of Sidewalk Romp. \ Modified and Volley Gutter Curbs join exist bock of curb /.. c.'~- Ma, Slope ~ T,,'ocod Sodace 1'._: .: -.~ l" '" , -:l · ,,'..-:"' . \ .,... .~:, T /2" F 'pan ';0: Jo;ln t · .1 . '=~: 0 ;~I 0; 0 o~ "co weo' PLAN 1/4" per Foot i' ~ . fl, :T J E~ Boll I t See In"" 201 ~ ""-rl~li"f:tro -,. ... I .,:;, ',': 1>, ,'II", - ,..... " SECllON TYPEE Recommended Maximum Pipe Size: 3'-0" Wall-24" Plpo 4'-6" Wall-42" Pip. SECTION B-B SECllON TYPED Recommended Maximum Pipe Size: 3'-,. WaIl-24. Pipe 4'-'. WaIl-38" Pipe SECTION A-A NOTES: I 3' 4" 'I _ 2{ ~j~~'-~~I;:~~ r --r~~ j " == ~L~~ j ,~~ . 'iiIIl ' ! ~J' 3 4 ,I~ 1J (.!i" -J ~ JWi'! TYPEE Appro.. Weight 46S Lb., 1. Provide tooled joints at distances mat<ching the width. Also place expansion joints at driveways, 2. If some physical obstruction exists whilch prevents the placing of sidewalks as shown, contact the El"lgineering Division for alternate location. 3. Wooden and other spacers will not be permitted in sidewalks or driveways, 4, No coatings of any kind will be permitted on concrete sidewalks or driveways without specific: approval of the City Engineer. 5. All concrete shall be 3000 psi min. II>> 28 days, with fiber mesh reinforcing. 6. Concrete surface to be light broom finlish, 7. Concrete driveway construction shall be 6" thick w 6x6/10x10 welded wire mesh reinforcement. 8. Ramps shall have a tactile surface, textured to a depth not exceeding 1/8" by use of tamp or roller in conformance with requirements of FOOT Roadway and Traffic Design Standards, Detail 304 or most recent modifications. I' 4'-4" I -..--- ~~ ~ CJ ~ !~! ~ -~ TYPED Straight Bare 2"' Reticullno Bare Ii .?i Bando,!!". r Approx. Weight '80 Lbo. FOOT DITCH BOTTOM INLETS INDEX 232 __SOd~ " I ,- ~ ,.......-- Beveled Or Round Corners ~ ';- I ~.s ~ <> r Grate - __ I- ~ l.-- 1= ~ I-- J~ --- --- -- '" I-< ~ . ~ O'J 0: .~ o t '" Q) I-<VJ 0....... :>...~ Q) ...... > !:: I-< Q) ;::l S VJ !:: . 0 '" I-< I-< ...... Q) > ~ !:: ...... ~ b.O · !:: ~ $ ~ :5 ~ N.T.S. TYPICAL SIDEWALK CONSTRUCTION AND RAMP DETAIL UJ > r:z G (1:! -< > r:z Il ~ ~ ~ --.J -< !Y: UJ ~ ~ ~ !Y: ~ ~ ~ (f)~~~ 6~~~ (f)~ !Y: 2:i ~ ~ ~ 0::: N.T.S. N1 LJ /Coo,trod;oo .10;0" p~ltt,t ';- @ @,- PROPOSED BUILDING @ <> ---.... 2' TO BE CONSTRUCTED IN MAXIMUM 12" LIFTS WITH 95% COMPACTION r- ~..,............ J:. ~ '" ~~~ /' e-== -------- o 1/ WETLAND LINE PROPOSED DECK I PROPOSED GRADE / EL = 37.5 / I A --- 9'. '7 .-- ""-~ . --,- . ~/~r-. @')I' 0.'-. Fastener ..... If 1/ "" Concrete Slab, 3" Thick, Reinforced W~ WWF 6x6-W1.4xW1.4 ~ @ <>,- @ I}~ 5:-/) "- ~. EL = 35.75 ';- "'(:0 r~~L~ PONO BOTTOM TO BE CLEAN SANO WITH INFILTRATION RATE EQUIVILANT TO OR GREATER THAN EXISTING ONSITE SOILS _._---1------- w_'_ --- -~-~- u - ~E:.. ... -. .- ~ EXISTING GRAOE TOP VIEW-SINGLE PIPE / / / / / / Slo 2' An';f% Varies SOd Sheet gVe1l1eniSee Dit Of 6 MOdifi~~t. rransit. "Slope: IOn 0 I To I Pipe For Pipes 18" And Smaller ~et Is .<\ l' C 2:1 For Pipes 24" And Lorger. 410 3" e 6. <> __ '1 - Grates Sp -r aCed " / / / / / / / / -- A 14" c. r. ~:7 ~ Saddle ~ 71t- ___ n Ditch Grade~ / / / --x z 0:,... C ='fi'..., 'lo1 I 1/ -'fL ~ -~ L _~_ 3' LJ>-: 2' Sod 2' Not Less Than ) No Pipe Joint Permitted Unless Approved By The Engineer SILT FENCE SECTION C-C N.T.S. PROPOSED BUILDING WETLAND LINE PROPOSED DECK I "- ~. E SECTION F (Pipe To Be Included Under Unit Price For Mitered End Section) --- MITERED END SECTION INDEX 273 C"') C> C> N cD C> > o Z C o '0 jY (5 1i: r:::- C> CD Q) .r::: ~ C) :t '0 ~ 'Cij CD Cl Q) C) ro c 'Cij o , N "<t "<t C"') C> -- en c ro 1i: c o 1:5 :;) '- if) c o y c C) 'en Q) Cl f Cl N "<t "<t ("') 52 C) c:: '5i Q) c '0, c !:!::! ~ Q) .~ 9= u...: CONTRACTOR TO STABILIZE r POND BANKS 4' / ~ EL = 37.5 TOP OF BANK EL = 37.37 TOP OF STRUCTURE ~ 1/ ~ j / I I ..~ L_______~ 7 I ~ 12" ~ I ~. I I 1 1 EL = 36.12 WEIR ELEVATION EL = 36,0 BOTTOM OF SKIMMER ...>; .~ 16" FIIBERGLASS KIMMIE~ / 3' Ll <1 <1 ~ <1 <1<1 <1 <1 <1 Ll A '" Ll '" Ll ~<oJ ~6"~' CONCRETE SPLASH PAD Ll EL = 34.75 I EL = 34.25 14 6' .. FRONT VIEW CONTROL STRUCTURE FDOT INDEX 250 (MODIFIED) NOTE: ALL ELEVATIONS ARE IN FEET. SEE FDOT INDEX 250 FOR CONCRETE REINFORCEMENT REQUIREMENTS. I 1- N.T.S. 6" 6" --- '" 36" SIDE VIEW 3' '\ Ll <1 Ll '" Ll Ll <1 '" I ..I \ CQNCRffi SPL~~D -_.".._.,--_.~~_...-- --~--I------~~~~'ST'NG GRADE M.E.G. SILT FENCE SECTION D-D N.T"S" (\') <:) <:) ~ Ie) <:) \f) \- ..:J 10 <( 2' ~ ~ 0::: G o 2' :s: LL :s: \f) !Y: UJ Il a - ::> a:: a I- <( C/) a.. f2 lU lU g: c..:i ...... ...... -= LI.: (!) ........ :c: o i:::: g e: :c: o (.) In ~ ::e ~ JOB NO. DRAWN DESIGNED CHECKED QC SHEET N t5 - a:: o ii a:: "' ~ ~ a:: l1i -J (j lL. o >- I- - (j LIJ ~ ~ :s ~ -J -J - Q o i cri ~ Q t't) -< Q) +-> 'S U, VlU,"""OOS :'~oooo Q)(V'),\oou >(V')NMUO -< ~OON!::O'\ ...c:: ""Cl ~ 00 .~ 00 on"i:: M 00 ~ \D ;::l 0""" M U-H- .,g ~ 00,..... I-<-H- Q) ~ "00.E~ r:: ~~Z '. .~ :i 0... ><: ~ . eo-<~ >ro:r::~ :>!--<p.. N o + \0 . u ~ ~ ..... en C) ~ cd · ....-4 U o en en < ~ i"') "<!- L{') U) :::! ~ LIJ Q UJ C) ~ ~ Q 0) Q CD t't) t't) ~ - It: o ii ~ :e ~ 03442 WAL BOK BDK LSB 7 .. Pick Hole 7 S 1-1/4' 117 ~ r See Index No. 301 3' / ~4 5/8' Min. 4 Required layers of Iorlck Approved Ioo.rrel Joint seo.ls o.re 'O-Rings' o.nd 'RaM-Necks'. Two continuous rings at all Joints, Concentric cone (Fto. t cover on sho.llow Mo.nholes 0' to 4' depth) Non Skid Po.ttern Required RING - HALF PLAN Required Steel reinforceMent 5' Mln, wo.ll thickness type II acid reslsto.nt ceMent 4000 p.s.l. Grout fill opening with non-shrink Mortar .. ru ~ D r .. .;t , (Y) I ~ ).:- ..p. SOLID COVER }>: ...~. .. .;t.. ,ru '7~ I' 22-3/4' 'I ~ 0 ~~~~ Mo.chlned Surfo.ce . t .. (J\ ~ D Poured EnCo.seMent \ "'- 2' Joint In pipe entry ~ (Typlco.D P,V,C, pipe requires Mo.nhole o.do.pter coupling Ioy Fto Control, Inc., or o.pproved wo. ter stop coupling, .. I' Grout flow channel RING - SECTION MiniMUM \oIelght 7' 232 llos. 9' 278 lbs. NOTES SOLID COVER SECTION MiniMUM \oIelght 128 llos, 1. Preco.st Mo.nhole drop Mo.y Ioe o.pproved Ioy City Engineer, Shop drawing sUIoMltto.l required, 2, Drop required when 2' or over. 3, Mo.nholes shall have an Interior o.nd exterior coating of 0. t leo.st 15 Mils dry thickness PROLO EP214-351 Epoxl-Mo.stlc or Koppers IoltUMo.Stlc Iolo.ck solution 300M. NOTES 1. \oIhere roadway Ioo.se Is 8' or thicker use 9' ring, o.ll other co.ses 7' ring Is perMlssllole, 2, Manufacturers Model of storM ring and cover to be o.pproved by City Engineer. SANITARY SEWER MANHOLE COVER DETAIL PRE-CAST SANITARY MANHOLE DETAIL OUTSIDE DROP N.T.S. N.T.S. CL RI\oI I Plug .. ru , L ,- 9 518' -, ~/////~ I sldewo.l ~<(/~'Y'> '<<'" /{,Y/. 30'-36' or as Directed by the City V o.rles Finish gro.de to o.llow 0.4' Mln" 1.0' Mo.X. fo.ll frOM property line to 6' or 8'- 1/8 Bend .. .;t , (V) (Y) ~ Concrete Po.d 4' Thick x 1'-6' Sq. r--- 10 5/8' ---1 11- 9 7/s'---j1 Sewer Mo.in 13 1/2' Plug (See Note) CITY O\olNED AND MAINT AINED HOMEO\olNER O\olNED AND MAINTAINED 8' Service Lo. tero.l CLEANOUT DETAIL N,T.S. CLEANOUT PLUG DETAIL N.T.S, SECTION ANY VARIANCE MUST HAVE \oIRITTEN APPRO V AL OF THE CITY ENGINEER. NOTEI Cleo.nout plug to be U.S. Foundry 7621 or equo.l. NOTEI All lo. tero.l Mo. terlo.ls, Including o.pproved Cleo.nout ho.rdwo.re, o.re to extend to the R/\oI or to the eo.seMent line o.s noted. STANDARD SANITARY CLEANOUT DETAIL z ~ w >- .0 E m "<t ID c>> , C") C> C> N m ..-- N.T.S. STREET SANITARY LATERAL DETAIL N,T.S. NOTESI 1. \oIATER MAINS TO BE ON NORTH or EAST SIDE OF R.O,\J" APPROX, 4 FT, BACK OF CURB UNLESS OTHER\oIISE AUTHORIZED BY CITY ENGINEER. 2. SERVICE CONNECTIONS TO BE 2 FT, FROM SIDE LOT LINE ON EITHER SIDE OF LOIT (SEE SHEET NO, 3), THESE SERVICES TO BE CONSISTENT \oIITHIN THE SUBDIVISION. DRIVE\oI A YS SHALL NOT BE BUILT OVER METERS, 3, ALL LINES SHALL BE CHLORINATED o.nd PRESSURE TESTED <TEST FOR ONE HOUR @ 150 P,S,I.) UNDER THE DIRECTION OF THE UTILITIES DEPARTMENT. AFTER SUCCESSFUL COMPILETION OF THE TESTING o.nd CHLORINATION, THE PRESSURE SHALL REMAIN ON THE SYSTEM AT ALL TIMES, 4, TEN FT, SEPARATION REQUIRED BET\JEEN PARALLEL \oIATER Be SANITARY SE\oIER L][NES. 5, SADDLE IS REQUIRED FOR ALL SERVICE CONNECTIONS TO 4' PVC MAINS. SADDLE IS REQUIRED FOR 2' SERVICE CONNECTIONS TO 6' o.nd LARGER PVC MAINS, LARGEST SERVICE CONNECTION TO A 4' MAIN IS 1 1/2' o.nd LARGEST TO ANY MAIN IS 2', 6. MINIMUM DISTANCE BET\oIEEN SERVICE TAPS TO BE NOT LESS THAN 36'. C> ::;:] <( NOTESl 1. 2' PVC CONDUIT TO EXTEND 2' BEHIND BACK OF CURB, BOTH SIDES OF ROAD\oIAY (NOT REQUIRED ON SERVICE REPLACEMENT), 2. PVC CONDUIT TO BE MIN. 18' BELO\J THE SURf ACE MEASURED FROM TOP OF FACE OF CURB. 3, \JATER MAINS TO BE MIN, 30' BELO\J GRADE o.nd APPROX. 4' BACK OF CURB 4, CURB STOP TO BE LOCATED APPROX. 1 FOOT BACK OF RIGHT-OF-\oIAY. 5. SERVICE LINE TO BE MIN, 12' o.nd MAX. 18' BELO\ol GRADE. c o -0 Q) :c:: o 0: co C> Q) Q) .c ~ ~ -0 ~ 'm Q) o L- Q) 3: Q) en Q) ro ~ . N "<t "<t C") 9 en c m 0: c .2 1:5 2 1i5 c o U . c C> '00 Q) o .- C> 3: o N "<t "<t C") 9 C> c 'C Q) Q) c:: '0> c !:!:! en 1:5 Q) we 9:= u.: Q) c Q) C >. d ~ "'tS d o r:k: ~ ::::L. d ~ Q) "'tS CI) -ll' l' ~ , ~ ~ , ~ Threa.ded Corpora. tlon MUELLER H15008 or o.pproved equa.l (Ta.p a.t 450 Angle) Stop ~ Curb Stop / MUELLER H14350 with ~ COMpression Inlet or Lock 'dIng a.nd approved equa.l I 30' Mln, I Threo.de~ 0 Corpora tlon Stop <TYP,) ~ l' 12'-18' 18'Mln. Sa.ddle If Required See Note 5 ~" ~ 'da. ter Service Tubing Drlscoplpe 5100 or Endot/Ya.rdley Blue Jet, SDR 9, 3408 Polyethylene ~ Curl:> Stop <Typ,) 3/4' Polyethylene \010. ter Service Tubing In 2' PVC Conduit <Typ, 5/8' Meter) So.ddle sha.ll ha. ve double sto.lnless steel stra.ps with epoxy coa. ted ductile Iron body. \oIo.ter Main 'da. ter Ma.ln WATER MAIN SERVICE CONNECTION DETAIL WATER MAIN SERVICE LINES DETAIL N.T.S. N.T.S. Lot .. ~ i 'da. ter Ma.l Curb..) 2~-- I WM Lot I I I I 1 \, - - - - Sa.n.- - - - - - ~ - - - r - - -'.... - - - - - - - - - - - - -@- - - - - - - - - -- r/ M,H. : "'-- Sa.nlta.ry La. tera.l : (Typ,) I I I ---------------------IQL ~--------- 'd a. ter Servles........ (Typ,) -............. Lot NOTEI SANIT AR'Y LATERALS TO BE \oIITHIN 10' OF CENTER OF LOT ON DO\olNHILL SIDE OF CENTER OF LOT. RIM M.H. WM 2~~ of Street Sa.nlta.ry ~ 8-1 I EL.At:::l. PROFILE Sldewa.lk 10' I I "'--Slcle Lot (Typ,) Line Lot \oIa.ter Mo.ln Ma.ln SERVICE LOCATIONS DETAIL N.T.S. Lot .. s:: 0- ..-i~ r/w line Cur~ '" l-< ~ . !:1 '" ,.!;! ~ p... ....... . ;:: '" IJ) l-<rFJ 0....... >-"CIl IJ) .l-J ;> !:1 l-< IJ) ~ S rFJ i:: . 0 ~ .~ IJ) ;> IJ) !:1 .8 [.J..:l b.O · !:1 [.J..:l < IJ) +-> 'S L.l) rJ)L.l)....... S :-~oo~o IJ)M'<I:oou ;;. M Nm tic < CIlooN!:1O\ ...c: "'t:1 ~ 00 .~ 00 ~'J:: mOO !II \0 '"' 0....... . !II _ 00 m ~+l:: ..o[.I.., .......;j IJ) ~cijoo..o~ !:1 !II Z .. .....:l :J 0... >< ~ ~ ~ 0< ~ :>f-o::r::[.I..,~ N 0... o ..,j- \D . $ u 0 ~ '" r.n C) ~. ro ~ · t"'"""4 U 0 r.n rJJ. < ~ ~ ~,':0.';?~J~;:~,.c. ~ "- :I"~ <'> ~. 'IV;' a I") gf. ",.S"" v....~;P 1,'f: LO t: c:::t:~jlM~"~ C....fii .~ -n~;)"" a 0 ~ ,.: 'co .'. 'r' I L. :z: ;~}:~~.. ..... '.. . ~ ~, '. . ....... .,,~~, UJ, . ::~" ,: 1- .fi,....i;: ",,' '.' ,,0 . r.;.,o' ~ .- - - , ( >.;;. ...... '.. .0/./../:; .,~ ~.:g., ~':, --z -- .,..,....- ~", !J..., ~ 'V \0 l:D i;i:'~ ( CO') Cl Cl ~ ICj Cl ...:J <( z: c..? 0:: o (f) z: o (f) ~ O::~Nf'I')oo::j-L{)c.o a - ~ a:: a ~ <( CI) a.. ~ ttJ g: ~ - a:: o w: a:: "' ~ ~ a:: US -J (,) lJ... o ~ - (,) CI) :::I ~ LU Q ~ ..... -J i=: ::>> c.:i ...... ...... UJ s 0) ~ ~ Q ~ co ~ C\') ...... C\') ~ "( ~ i::: ..,J - g .... 0:: - 0 Q e: (.) ~ ~ ~ "' ~ (.) . lfi CI) ::& ~ ~ ~ Q ::e C\') ~ JOB NO, DRAWN DESIGNED CHECKED QC SHEET 03442 WAL BDK BDK LSB 8 z ::.::: w >. .0 E m v 1.0 m , C') C> C> N m ..- C> ~ <( c o '0 ID :l::l o c:: m I- W W I ~ C> == '0 ~ 'm ID 9 c .Q m en il== ~ en c:: m c:: c o :g 2 Ui c o y c C> '00 ID Cl f Cl N v v C') 52 C> c .~ ID C '0, C ~ en '0 ID "e 0.. -- u.: Xref 03442-Border t. OF PUMP AND SUMP - 11.63 SS CABLE RACK (6) 3/80 BOLTS 48" 2" SCH 80 DISCHARGE PIPE PVC 24" 11.5" 2" BRONZE CHECK VALVE 2 PLACES 2" DISCHARGE CONNECTIOI'J BY OTHERS AS REQUIRED "I [OF VALVE VAULT EL 38.1 ALUMINUM ACCESS OPENING WITH HOLD OPEN ARM ALUMINUM ACCESS OPENING WITH HOLD OPEN ARM VALVE VAULT 24"X36" 3" EMERGENCY PUMP OUT 2.0' CONCRETE BALLAST BY CONTRACTOR 0.8 CUBIC YARDS PER FOOT OF DEPTH 1 1/4" DRAIN PIPE & CONNECTIONS BY OTHERS 1 1/4" CHECK VALVE 2"0 SCH 40 GUIDE PIPE, SS 2" SCH 80 DISCHARGE PIPE PVC EL 30 <1 EL 28 d 1 : 1 SLOPE TO HOPPER 5/8' HOLES (8 REQ'D> FIELD LOCATE 8. DRILL $TAtNlESS STEEL fHINGES W/TAMPER fPROOF FASTENERS S ST. & ALUM. POSITIVE LOCKING HOLD OPEN ARM LOCKING BAR (COlVER SHOWN IN OPEEN POSITION) ~ Co Cu ~ (Y) '>t LJ) SECTION B-B 114' THICK DIAMOND PAT, ALUM, COVER PLATE x --;;-~-r--- ~ x x ~ -- x x . 24" STANDARD FEATURES: PLAN . AUTO-LOCK STAINLESS STEEL HOLD OPEN ARM ~ITH RELEASE HANDLE . STAINLESS STEEL HINGES AND ATTACHING HARD~ARE · NON-CORROSIVE LOCKING EAR AND HANDLE . VENT COUPLING ON REQUEST · LARGER SIZES AVAILABLE FOR CONCRETE APPLICA TIONS . SINGLE LEAF CONSTRUCTI~N · 300 LBS, PER SQ, FT, LOAD RATING · 10 YEAR GUARANTEE ~ER REQUIRED CI><CRETEI. lS?X~4~PENING cr I~ .1-' nBER GLASS SECTION A-A 23" Furnish two ABS heavy duty submersible grinder pumps. Pumps shall be connected to the discharge piping when lowered onto the discharge connection by one 2" dia. Sch40 304SS rail. Pump shall be centrifugal type with rotating cutter mounted on the pump shaft. The stationary cutter shall be mounted in the adjustable bottom plate. Shreading shall occur outside of volute to avoid clogging. The cutter shall be super abrasive material and hardness of 58-62 Rockwell C, Each pump shall be equiped with two seals. The lower shall be mechanical type with silicon carbide faces. The oil chamber shall be fitted with a moisture probe extending from the bottom of the motor housing into the oil chamber. The pump motor shall be air filled and have class lip' insulated moisture resistant windings. Bimetallic thermal switches shall be imbedded into each phase of the winding to sense high temperature. Float holder and upper guide rail brackets shall be made with 304SS only. A rail mounted safety net system as manufactured by Safe Approach. The fiberglass basin shall be manufactured from commercial grade polyster resin. The complete wet well shall have a dynamic loading of 16,000ft-lbs and shall not deflect vertically downward more than a 1/4" at the point of load application when loaded to 24,000Ibs. The fiberglass valve vault shall be 241'x36Ix30" deep and meet the requirements for incindental traffic H-10 loading as established by ASSHTO. The compression strength shall be at least 11,000psi. . $ u ~ ~ ..... rJ'.l C,) ~ cd ~ · ....-4 U 0 :s rJ'.l rJ'.l ~ ~ ~ '" J-< Q) s::: s::: '" ~ ~ P-. ...... o t '" Q) J-<rJ) 0_ >-'CIl Q) .... ;> s::: J-< Q) ;:j S rJ) s::: · 0 ~ .!:: Q) ;> Q) s::: .S ~ bJ) . s::: ~ BREAKER MTG PLATE CJCJ I C-J~8 NCB ECB ~ LA GRD @@ ~ '- ~ PDB ~ PL -8 8 I GEN I sw -ID cp RECP CB3.1.2 c=:::::J INNER m rn DOOR 24 BACK- PLATE M1 M2 PB1 ~ S I L-- TB ---1 FRONT VIEW SIDE VIEW CONTROL BACKPLATE NOTES' 1-ENCLOSURE: NEMA 3R STAINLESS STEEL 2-MATERIAL: 14 GAUGE #304STN STL. 3-CONSTRUCTION: FORMED AND WELDED 4-FIINISH: NO, 2B BRUSHED 5-HIINGE: STAINLESS STEEL 6-LA\TCHES: STAINLESS STEEL LOCKABLE PL-TOP SEAL FAILURE/ BOTTOM PUMP RUN SW-HOA SINGLE POLE DOUBLE THROW SWITCH PB1-ALARM SILENCE ET-ELAPSE TIME METER NCB-NORMAL CIRCUIT BREAKER ECB-EMERGENCY CIRCUIT BREAKER PDB-POWER DISTRIBUTION BLOCK CB-CIRCUIT BREAKER LA-LIGHTING ARRESTOR PM-PHASE MONITOR AL T-AL TERNATOR SF-SEAL FAIL RELAY AL-ALARM LIGHT TB-TERMINAL BLOCK GRD-GROUND TERMINAL -L.l.. _LL LA - - 4 CBl Ml OL PDB 06 I f---'Xr--o T1 } 2310V ~ I f---'Xr--o T2 PUMP 3IPH A NO.1 4W 0 I f---'Xr--o T3 N CB2 M2 OL 06 I f---'Xr--o T1 } ~ I f---'Xr--o T2 PUMP A NO,2 0 I f---'Xr--o T3 < Q) ..... 'S Lr) V)Lr),.....ooS :,~oooo Q)m-.t:oou ~ M ~~ Uo cU 00 N .~ 0\ ,..c::"O .00 00 OO'i:: moo cU \C ;:; 0""" m U-H- ~ iJ: 00,..... l-<"ti- Q) .. 00 ;:;,..,., ~~ ....c...... ocuZ........l :1 P-. >< ~ . S 0< ~ :> cU::r: i:J.. ~ ;>r-<o.. N o -.:t- \D )d~':;) :!~):,,~l~. ~~~~~,'~: , ~-'r' ~,. - ,8,'cE 10, '- ~: .. ;~''''--;~2rr_~:--d:'~ ' _! y~-.--._.... '2'/'- ~- .:: . ..(. ~ \; r Oc-'. !.;--;j:J"--<~::I...r;', r' ''''~ - " 0-,_..:oJ ---:~.! ~ .. _- . ';'- .'.,~ei ~'~.~:>, ~;: 11.' . ....... __-:g-, 'c-' .'. ;;:,;~~'i~-'''~'' Float switches shall be UL listed type IS-RotoFloat" manufactured by Anchor Scientific, Inc. with 30 feet of STO PVC cable. Pump Model:PIRANHA M25/2 Imp.Dia: 135mm No. Pumps: two Discharge: 1/1-4 Design Flow: 52.5 Design TDH: 65.9 TBA 2"PVC BALL VALVE 3 PLACES 18" 6.1' 2" NPT INLET HUB FLANGE SEE NOTE 1 EL 32 30" HIGH LEVEL EL 32 /(~\ ALARM \ --./ / 2" PVC STUB --- 3 PLACES 10.1 LAG ON 31.5 ANTI-FLOTATION PLATE LEAD ON EL 31 :; cu !::. 150 145 140 135 130 125 120 1 1 5 1 1 0 105 100 95 90 85 80 75 70 65 60 55 50 45 40 35 30 25 20 1 5 1 0 5 o . :I: o C ...: Motor HP: 3.4 C') Q Q ~ lC) Q RPM: 3450 --l <( z: CJ II: o Voltage: 230',/ CB4 ~ 15A 17 15A. GFI 0 CONY. RECEPTACLE ~ 15A 0 120V CIRCUIT TB I I I I I Y I .) HIGH I I I 2ND ON LEVEL t t~ lSTON LEVEL LEVEL OFF Pl P2 GRD LEVEL '------v------- SEAL FAILURE CIRCUIT Phase: 3 UJ z: o UJ GJ O::::"-Nnoo;;j-L()CO T R E E TOP SAT 0 R U lOP U M PST A T 10 N SYSTEM CURVES vs. PUMP PERFORMANCE CURVE a - :::> a:: a I- <( C/) a.. ~ tlj ~ ""'" ~ - - ./ u peralll ~9 t'L: o ~.O 91 )m ~ tl t) I U M .AIr ~ ~ "" ........ ../" . ...... " ~ - ---. "- .J' '" -- -- .......... ../" - - ........... ./" "- --'" -.......... ~ "- ..J' ". ')6~ ... .",. ~ ~ .- ~ ~ ~ r-...... --'*"" .......... ~ "- .-.- ~ ------ ~,. ------ ,...... ---- "",,-- ~ 'T (!5 - a:: o it a:: "' ~ ~ a:: L5 -J (j lL. o >- I- - (j U) :::! ~ lU Q ~ o i:: ~ U) ... !:!: ...... ti -.I -.I LIJ -= 0) ~ ;:) C) ai co CW) ........ CW) ~ ~ ~ .q: ~ ~ ....I - g ....I 0::: - 0 Q e: (,) it ~ ~ ... ~ (.) u) fli :& ..... ~ ~ C) =e CW) ~ 0.0 5,0 1 0.0 1 5,0 20.0 25.0 30.0 35,0 40.0 45.0 Flow (gpm) 50.0 55,0 60.0 65.0 70.0 75,0 80,0 JOB NO, DRAWN DESIGNED CHECKED OC SHEET 03442 JJB FJT BDK LSB .llL S Y S T E M CUR V E (H m in) M 2 5 /2 I . SYSTEM CURVE (Hmax) - 9