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FLS00-12-84 FLS 00-12-84 FOX 911-915 COURT STREET ,. . ff'.ONT t:. \.. ~ V .11. T I 0 ~ .,:.i\.:,....._ ~<":;.r"'l.':.~ () ....~'" .(:,.u ") i::':;:r..:'\">,---:,, ''-~''~ . '...~. . ,.,....., 'l> . ~.~ .~t. ~~ 11" ~-%' , t-..I~:;O.. "'.. '" ':"'1-":;:"(,/_ ~ ~'I O!;. ~Lr;v'AT ON ~ ~ A f1--.. ~ L b. V 1. I. l 0 N :-tfJ',,4 ::.~~~. .~ ~ ~..,:;;~:;s.!-..;!~'~ :r. ~"....~. . .".~l~ :.~ ~... ~.". <<:; ~~. '-'-.~;'.l ~-'>'''~~~~:~9.._ .,;:t l>GV"'-. ' _", .." , . , :. - J\'-.. ~,? - .~,~lf I w. ""'I , ~~ .;.....~.'" i~:~r~~~;} J>' .-:1' Y -.:' ti.l , ~ :;'} N ~ ill .' .... . n. . ! ;~;:%~~;~'- ..IJA> I' 'f" ~ :.' ;.' If. l~~ .",3 ',<tffl ;~.. ~ ~~ @ ~ 0 \!T[~~ W DEe 2 8 2000 W ~5- \ D ~ t L 'G. ~ A T \ 0 N ~CA\..6.: \ /Iv." TO \ '- 0" {-- ::- ---' ~ t_ :: : 0~ \J : BYe- Q 'JT~: hT~. . 1- toR... \ Cj A TsL" 4- 4. 7- (04 S -5 ~"'\ ~.;..() V ""'\0/\ I'\. 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Bailey F 0X - PLANNING & DEVELOPMENT SERVICES CITY OF CLEARWATER '. tLg OU-, L ~ ~ rf Profile . F 9/7/2002 - photos for o. Bailey 0X- . . o LE(cLE~wLEJF FEB 7 L!::J I PLANNING & DEVELOPMENT SERVICES CITY OF CLEARWATER &1 M (J[Y i~4f Profile Smile Bailey Fox - 91712002 - photos for-oil - - -==~ . O lE~lE~~I[: i - I J FEB 7 lhV ' PLANNING & DEVELOPMENT SERVICES CITY OF CLEARWATER M (]V -,(l1i Left Buccal . . e \ . e . . . . ~ . . . . . . . .t -., ," "." "'" ~.'! . t rf&~ · , "~ { :('"4 h e . ~.:'\: :t ,f,~:- .~:iH \ \ \ I I ~ft~: I llu~1 [,III, II \1 I 1 I I . . " I i i ,~...~:"i~'~~~. ~t~.":.."" ._.,.......1.1. t.~.: ~;"~: 1 . ". t'>".' .'.'.'.'. I · .: I ,.......... ~.'''l'.' .........~..;!..~ ..... ., .'.c.'... I... .'.".. :t . "I..... I.... A: . . . -.f)'~.""'.."""""'t"'I.' .-;'. . . .-.-, .'7.- , 'w......a · , · . . .. . . . ~ .. . . . . . . . f,",' . . ~... '. . . . . . .. .. ......... : t< ...... .... ...............~..., ,',','. 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OLD SITE PLAN MA TERIALS The following materials are superceded by revised site plan materials . , ' . 4 . . . . tIl s:: (') (') e. -~ tIl e. ~ '~ ':Tj o ::>< " \0 -- -...J N o o N ~ ~ ..... "0 ::r o ..... o r.n ~ .., o S (') t'll ; Glearwater u Planning and Development Services Administration OLD SITE PLAN MATERIALS ~ -+- ~ ~ "'~ See revised ~ % ~ ~ ~. i A. ~ '! :" ',' .. - . ~ ~ SW 6058 Likeable Sand SW 6059 Interface Tan ~ ~ Polite White SW 6056 I Int Base Extra White Ext Base Extra White t LRV 75 Malted Milk SW 6057 Int Base Extra White Ext Base Extra White LRV 63 Likeable Sand SW 6058 Int Base Extra White Ext Base Extra White LRV 52 Interface Tan SW 6059 Int Base Extra White Ext Base Extra White LRV 42 Moroccan Brown SW 6060 Int Base Deep Ext Base Deep LRV 21 Tanbark SW 6061 Int Base Deep Ext Base Deep LRV 16 Rugged Brown SW 6062 Int Base C%rAccents'" Ultradeep Ext Base Ultradeep LRV 7 <I> For interior use only, P Optimum color results are achieved using the designated Cotb'r-Prime'- t Optimum color results are achieved in gallon size only. LRV Light Reflective Value. Some colors limited to select product lines. Samples approximate the actual paint color. cfJ www.sherwin-williams.com 1-800-4SHERWIN @2001 The Sherwin-Williams Company 657-1087 CS 5/02 ~" IIllll~~~IIIJI!I!~llIII18 . ~ ~ 7 SW 6042 Hush White SW 6044 Doeskin ~ -.., Hush White SW 6042 Int Base Extra White Ext Base Extra White t lRV 73 Unfussy Beige SW 6043 Int Base Extra White Ext Base Extra White lRV 61 Doeskin . SW 6044 Int Base Extra White Ext Base Extra White lRV 48 Emerging Taupe SW 6045 Int Base Extra White Ext Base Extra White lRV 39 Swing' Brow~ ' SW 6046 Int Base Deep Ext Base Deep lRV 20 Hot Cocoa SW 6047 Int Base Deep Ext Base Deep lRV 14 Terra Brun SW 6048 Int Base C%rAccents. Ultradeep Ext Base Ultradeep lRV 5 ~ <J> For interior use only. P Optimum color results are achieved using the designated Color-Prime~ t Optimum color results are achieved in gallon size only, lRV light Reflective Value, Some colors limited to select product lines. Samples approximate the actual paint color. ~ rl C~R_ www.sherwin-williams.com 1-800,4SHERWIN @2001 The Sherwin-Williams Company 657,1061 CS9/01 o II 1IIIll~~~IIIII!IJ~I!IIII 4 .- \ ',~ ,~ '\ " ~. , \', , ~, '-.." '\ . 'x--// ~ ( /) '--- , L E TI I L z =~ $2 00 .... cp 'I. . ~" .... ~ z ~ ..,- o -~ A. J;; e. '" h. A Z ~Z . ..- tt. X~ .... . e II. . 0-. :z: ~\I ... 0) ~ . ~'^ .. ". III 2: ..,Z iii ~.:.i ~ -- Z s:.. o b~ tt. ... - > ~ t~\ 76~C1~ ~_ , I "''''.~''PVl'~~\'''' "'SaIV."k"WfO. V:'1"w"", \ ''''''''''~~''''''''''''i,,,')'Illt'~~'''~q ~~_~t='l~~~TY -Ie NAME MIN. SIZE ,',"'\f..","~~",#:.~"" ~""""""'J_ .... CUS 12' HEIGHT -----~-,'~-- (; EXISTING 3 (NEW) .ANA 4" CALIPER ~""/~~.~:"'~'-'!' ~. " ~ TROEMV\ 8' HEIGHT EXISTING --~-".~---- 1 Ill. 2" CALIPER TO REMAIN ''-''-' ........."', ,-~. ~,Qop~.1lo, ..n ~J'~ .x 8' HEIGHT EXIST!N(1 INE ..".....,,,,,"'-,."'" 2" CALIPER TO REMAlN ,~~~~. ~~~_& '",t~'l_x~ '- '" --4 ~;~\~_ ERUS 1 GAL. MIN. EXISTING TBD BY FERT f>. ....~..~.... RELOCATED LANDSCAPE CONTR ~ACTA' 24 "O,C. MAX. ...~J!iiI!:<'l!j,.~~ <... ~...."'- -.... 'rRUM 18"-24"Hr~tff EXISTING IN PERIMl E.R ~ICUM BUFFER PJ..A~TED TO REMAIN MAX. 3f. O.C. -.-- ~,.~<;'l':.'~. ..__JlI'ibIII'tNt-m... .. _:."''II;IM.\'.....'''llI....1I . , . HRLJM OiSWE- , WEED. TaD BY ArUM FREE, lAID LANDSCAPE CONTH TAM" TIGHT. ROLLED - 1~:"24..t'IEIGHT ~~ ~~~"""I.~ --- RNUM IN PERIMETER 63 ENSUM BUFFER PWfllO MAX . 36"O,C, ~~; -- 'TONlA 10' CLEAR AtlJD STRAIGHT 4 'STA TRUNK - 4K J~"'. ~"".~ ~1r"IIi1',~~ US :3 GAL MIN, OFFICIAL CllY 14-24" HEIGHT 28 lNENSIS 30-,36" O.C. FLOWER ~,. GRADE A TSD BY 3" MIN. LAYER LANDSCAPE CONTR _....<1 - ~,....~~ ........~...',.~Vl'..b( SYMBOL COMMON NAME SCIENTlf '~"""--W\'lIl"~~', ~~- l_ ~...'.~'-p'~."~+~ \ , , \, tJt>:~:R VH1{~~Nf LIVE OAK C Tt-tA~ 17.,' ) l{t""C,~~ _~~~~.., .'~:.t~""'""",,, ;fi1'-;o.:~~~.'~;,_~'>-~")kl:~ (j) \ \ Ll'\GU~S !~ln -~ _.-----~ ~-~".. ---- .- ~-....-..------------- CREPE MYRTLE '" NEW ~BURNUM HEDGE ~/ k~~5 ~~"~"q;t~ NEW VIBURNUM I r:: I",,~ CASS /'-' LX ,! SANiTM< r.~{,!~HOL.[ DAHOON HOLLY .,' ~,"~., S~~! r~/h ~,. 10' (7 , , Q _ \> lv...~"'I. - Z, ~ ' ; " . <Ie.. '. . 1"#>" tL t", 11 'j }o~ov O .",:. '. e;v, 5 ~ Ivv/l · _ S~ ~N{Je. I '2.t:. -? , .", ~ tR e...- _ U4 ~;>e.v, - -,r; J 7 \ Ioo~",..,.~_~~ JUNIP CON 'CO~H * X>OOOO DWARF SHORE JUNIPER \ \ .~~~...'~~ -~~~.~...... ~~~W!i:>. l~~.A~ L1GUS JAPO~ STENOTAP SEDUNO "FLORA UGUSTf?UM LIVE OAK 'ERHEAD WIRE , , , ~ " , ? " "!'o'<~;',.l",M;)o>,,","~ ""~~~1!'>'Mf'.UJ~~~'w.'~ 00 o 0-. ". . I .,. <* " A.... Z .= i O. Z &tA · m; ~ ::r: 0 A \I~ Z fit ... . &D1l . ... ::r:... . S~ O~' ... '" &t ~ ~~ \I "'\1 ST, AUGUSTINE. SOD "fLORATAM" ~, '" .. '" -\'\ cy <:0 . ~ '" '" ... ,~ ~~ SA,N DAN KWA VIBURNUM VIBU SUSP >- ~ct :?CJ - \ f -....-- \--- ~: C \--- 0) \'J ,--.. ~L()) L.l..J ~ () \" ...~~--~~ ~~,~~h I WASHING ROBl WASHINGTON PALM >-. n:: ~ UW Zc> <.~ 00 w~ (/)(,1) ~ o (i:: Q, "'" ~ HIBISC ROSA-.S TROPICAL HIBISCUS .. \?~J ~~ ?~J,'~ SHREDDED CYPRESS MULCH ...., , \( 6ft _ . V",,: .,J/V;4S::~~\ r~((o;T 1i{~~t."t R "'\~v ,- \ I .'Jl( (J(; . JIIIJ/:9<''.f1- 0'" fU~'$;fy'" -1~l!Jj t.- " ~ , / - a....)).\ J.,l..,;/ h.{(y , -",,"~t . 'INES Comm.: 0045 Drawn B,y: N.W.M. f Cheeked By: K.H.R. I NOTE: ALL LANDSCAPE ARE.AS SHALL BE 100% IRRIGATED WITH AN AUTOMATIC IRRIGATION SYSTEM INCLUDING AUTOMATIC SHUT-OFF FUNCTION, SEE SHEET C1,2 FOR ADDITIONAL. INFOr~MATION. ~ PARKING LOT INTERIOR LANDSCAPE AREAS (~ '-~ <9 C) S "A q~ 0) ... '- 1: :~<p :- -- 1_- 1.__ ~-- \ll- -- l--{- ~--- f.-- Li~ ~ I' - l- --, !l'-.. f~. ~..- )~\/L L_ ~. ll-'.' :.... ~-~ I. ~ '-~.. ~... -_. L.___., L_ l--I,\ .- t-- .---. L___ L.~_, ~-.-., L _._ l__ L____ L__j LL l.__,_tl._~~:6[ _____ L~,~AL. L 8 '-...,! .-- L.__. L.__ 1__1 ! 1__ L~/I.p._Nf~._.Hl~~JJ~ =1. <: _ I __ l_ l._ lL L~t~~.L~dmN~ ~_. I ( -- L__ U~~ _.0 -- -- LT L~__ L I" -. f-. i Ff, I l l\GI~r ll--'-l '-1- L_ 4~4241 S.F. .'V--,-- -. ,...l_ Fi.~. ~8.15. L_~_ ~_. L -'. t_ l._W.fL_- 0-- l_ 1..._ l__jl~ l__ L L l i I III b I I I __ __ _u v.. J L_ IUtI,!.._ __2t'~ I_.~_ l. E'l__ L_Jl L. L_ L L LL 1_. L'I l .__ L~.J LL_ l_..J L___ L___ L____ lL__. 1,.___. L~_ L _l_. fi f-- ;.-j 1___ ~-l.-- /-- L_. 1---1- --- L_ y-f1.f;,O' ~- - L.. L. ~7l- L_ L_ L._ I 48. ~---- ....-... ......- - ----- - --- -.. .~~--.. .....----- --- ~- '*- .... L.jLj- l_).__ L L_ 1/_ 1.__I___l__ L ! . ii' i i I I ' - " -I 4---- L_ ,../ L___ l~_.. L____ ~---. L...._ L___ L.____ l k ' il') I III -- ,L ~4!6T ~{~I ~ L____ ---- L.____ l__-"""2+,o- I . I I I \ !, ,j ,. , , Issue Date: 09/05/00 ~ EX. DOUBL.E YELLOW LINE TO REMAI , , SYMBOLS LEG..E-'~Q / , h.ve, t9..lr J""'" - ~'1/fttf') .... "" (B [J MONITO!? WE'LL j'" UTILITYfl.<BOX .~r~:~!: ' ~vllA TERtreo X * P()WE-R POLE- o SANITAI?Y MAN I-IOLE + 26,6 PROPOSED SPOT ELEVA TION rO~ EXISTING SPOT ELEVATION ~ " Q EXISTING SPRINKLER HEAD " '- , , , '" , , , ~ ~ '" EXI l G S' SIGN AND . RIGHT TURN o REMAIN ~, , ',- / o DESIGN/DEVELOPMENT S PEFtMlnlNG & BIDDING o CONSTRUCTION DOCUMENTS (TYP. ) -" .: .. / , C) Z .,.- '0 ....I - :) ~ LLI (.) - LL. LL. o CD >< ~ o ~,~ LL.,~I c/~ -I'CI) <l1 ~:ii Z ::>: .. d 8m 91 It) ~ O)~ ~\~~ C\;d .' .. , EXISTING IRRIGATION HEADS (TYP.) TO REMAIN , ~1f,t!, ~-:':'lf'. ..M~~ ..Jj 0.1 W Om. <t u (1:) Q 2~ ~ , " A\ ~""~vt: . o}~;~ "(,,,, C~~ :~, ~ 1o"b"S 1.. ~ .'l'~1 c."" It, rS e,<) t J-\t4\t A II I,<-\.- ? s ~ ~ ~:'l~J?t....Aw'" ~f\ ~k cJvsro..r (!? I EXISTING 15" RCP / STORM SEWER " , , , N W ~BURNUM HEDGE \ " .....~) '") '0' \~ RELOCATEO'\4" LNE OAK ~'" z :3 f).,. LlU ~- ..- (41) unI -- > .- ", . ';~Ir ../~ - C> C> C'\J C'\J o o (Y') i:i .... \ 20~' (j0 ~. \Y ~ w ....... S'IA-FF (2ECCX\1\ (\I) E --1+170~ EX, INLET TO REMAIN C?>~ :\. (Lt L lU ::IE SCALE. 1".10' ....... L u... 0> ~ "'0 Q) +-' ....... en ....- , L!1 V g , ....- , 0 C> C> ; ~ tn +-' U Q) ....., o c- o.. ....- :'1 CJ; c: ."", '7. ---1------------------------ ",J-~,_ EXISi ING 15" RCP STORM SEWER '?":~"JO WE's'r 173.0B/(M) PROPOSED VIBURNUM HEDGE (lYP. ) o a 10 10 .-- SILT FENCE EXIST. LIVE OAK TO REMAIN ,- THIS ~NG tS AN IHSTRWENT Of S€JM:[ >>-10 SHl.ll RrloWN THE PROf:;;~\''j' .,1;.'" &( '~ ENOINEIR A.'lD SHAU. NJT BE REPRCOOCED. POOUSHED 00 USED IN Nf'( ~iij.'t~:~"nn THf. <X>>&m OF THE f)!Qf'C.ER. @COPYRIGHT 2000 NO' ,~~~ N~ HE NU STR T TBM = 27.34 ~~ /b~'~L;1 C3.1 I KENNETH H. ROUSH ~'=lS66, I COF1ES OF' n6E FV.NS ARE NOT VAUD UNLESS " ' 11 El.IBOSSED WITH THE SIGNING ENGINEER'S SEAL iiiiiiiiiiiiiI ---+~~ "-_/ CENTERLINE ,. (:(1' \'..' \...J R> / ,1/ \ / v y --- . " z - z Z i ~ I ... I" ..... Q Z <C( ... . ,:) .L ... - ~ o. V ... I:" NES Comm.: 0045 I Drawn By: I,B. I II Checked By: J.V.I. I l I SECTION 15 , TOWNSHIP 29 S, RANGE 15 E PINELLAS COUNTY, FLORIDA I " '\ .>> ." ~'..." / 1 .' " I . \, I i I r:~"~"""""-~~1 \ "\" \\ '~,::, '\'\ , .'\ '. ' \, "- \' ,~ '\ )'~ , '" \\ / \;:~"~ '~ '\ <\, L / N \ \... \ ! '0~ \ ,,\~,~D ;/ \' ,5) \' ~ ", ~EI~.VE. THEREAFTE~3D'~ " -~~~~----~~ \ '\ \ \ \'\ '\, ,lAit . ~II' .1'<.., ~.: \.. '\ ~~, &., ~, ~~ '-0 .~ ~ '. .. \, ~, '......J "A" \ \ z :3 t\. W a- - U) -I - > - U SITE DATA EXISTING (E) PROPOSED (P) PROPOSED 10' \X 12', DUMPSTER AREA " \ TOTAL (E+P) REQUIRED \ ZONING: D D D D ........_________.....__.._._____.~.____.._._____..._..___._....._. _...._.___.._.~_,__.__.._...__y________..,__.~w~__.~, .__...._ .~~_.~___~_.__~.,__._'...._...............__..._,. __.-+>." ___..........___.._..._____. "...._......--___....._4'__ _'"~".__......___~__..._..~..~_._ ..~- ._.--.*---~_..~....,._~- -.. \ LAND USE: COMMERCIAL COMMERCIAL COMMERCIAL COMMERCIAL ,.__",____.__,..__,__,_,,_..,_,_____,__,,_ I--'--,----.-'-,---~..- ---,..-----.----,--.,-" 1---.---------'''.-.- ..--,......-,....~----'''-,-...--_.,''.-.'''''-,.. \', '\ ~.. ItJ x\! USAGE: OfFICE: OFFICE OFFICE . ,.~----_.._,_..--.-"..._.-,-._-...--..-.--..--- 1---.---.-'-.------..'------ ....-,--..----..------ ,--. ,...-.----..-------...--.--'..- ----...---...........--...,---...... ...-......--,....." 15.648 S.F. 15,648 S,F. 15,648 S.F. LOT AREA: 0.36 ACRES 0.36 ACRES 0,36 ACRES 20,000 ..._-----,-,_.._-,-_._-,--,,--,-_._--,~ _.__.._~._~,-,,---,~. "._,~._--_.,-_.__._,. ._- I-'~""-'----'-~"-'- -...-.,....--,-..-....-.-.-.- --.---. ~~E~~~~;~::S(E~:--,-~ ____:~~;:2:-::-~- __ ---- -~:~:%~~~-~~~ ~ -~-~ --?:~~>- - - --- Cc:. ~---~- -- ::;::CKS: l~:~ -~=== ===~~-~t~-=~~= ~:- - ~~-~= = =~ 3;L=_=~~ =~=-~:=~;~~-== .._...~.____.____t__________..__ _.,.____..______,_.._..._.... ------..---....----..-.. ...- ---..,,-----,.------.---.... ----..--........-.---..""-...,-..-,"- ~ ::--- >- \ r.c ~ () ~ I - uw \f-- <-, ~ <-' v) ""- ~ \ 00 ~~~ CJ) ~ In <.., 't t'\... a. I~ '" 0 "....l \ 8: SYMBOLS LEGEND EB MONITOR WELL o UTILITY BOX 6 OAK TREE 18I WA TER BOX *" POWER POLE o SANITARY MAN HOLE If). co ~ ~" ~ II) ~~ ~~ Ie ~ t ~I C'\j ~I '\ _,,3!!~~!:_____,__....______,_~___ ,_____---..!.r..___._.."'__.. ____,__._..!~~,___.___,_~,_. .._.._.______~!......_...__.~____ ___.._._,,~~'..:~~~S~~~2._......_.. PAVED VEHICULAR USE AREA: __(V :U.A.) ____.__________.______ _.____..2.!!04 !~,F ~___.._._. _._____.._ 80~.g..:......~,__, __._._._~~i__S,F ...:.....____._. _"_......._._._...:..::--"._....._.._._..._.... IMPERVIOUS SURFACE RATIO: 6,509 S.F, 5.372.5 S'F' 9.5.9 S.F. (I,S.R,) 0,42 0.3. 0.63 J ~ ... z ~~ g 00 ;- ,~ <C( ~" ... .. Z " ~~ o -At ft. to- '^ Z S~ ..c ..- ~ x~ ... ~@ . ~:c .o~ ... 00 Do- <C( ,.. '^ L- Il'oIooI Z ;z .... 'It.:.; ~ -- Z to- ..c ,..~ o t; 1 ~ ... - > Z ~ 00 o l> M 1 ~ ~ D~ ..c~ O..c ~Q ~- w~ ZO V" ....... .... .. eA~ ZW ....... :).c O~ '^~ .....c O~ ",\,I 09/05/00 ~ DESIGN/DEVELOPMENT o PERMITIING & BIDDING o CONSTRUCTION DOCUMENTS. _""_ ......__,______._.._____.__~_____._.....~___,_..___.__._ _._~.._........_.___._,_____._..,______. ..._. ,'M._ ___,._ "_____._~__._._._____. ._,~___ _.__..____._..____,_..____._,<__~ ,__.,,__..__~..._ _......,_.__. _.. __ ,..._~~-~'.".-. -.....-.- ~ OPEN SPACE: 9,139S,F, 10,275.85 S.F. 6,099 S.F, (S,F, &: " Of' GROSS SITE) 58" 66" 37" --- _____.._~.._._.___________,_I---_.__._,_._..._._._._...._,. .,-..--...----.-... ..--".1------.---..-,--- .--...,-.....-...-.,-....-...,..'.-..-.....-...-- PARKING LOT INTERIOR LANDSCAPING: 657S.F. 327 S'F' 675 S.F. (s.f'. &: " Of' V.U.A,) 17.6" 46.4" 14.8" --- _~~RK~==_~=~-=-=~_=_~3=-~=~~~-==~~=~=~@_-=--= PARKING CALCULATIONS: 3 SPACES PER 1.000 S.F. OF G,F.A. 4,22. NEW 0f'FICE/1000 X 3 = 12.67 = 13 SPACES ,.... .. I " _ :.. 1,..\ ,_ OFFICE BL~G...:... ... 4,224 S.F,' ..._,- F,F. 28.15 ' : ,_ '._ _ _~~U l..._ IH~ t .._ "\_ i_ i .' I .: :~7~ ~ I I 0;00 :'\" ,..:} :,\0 :\' (} /\")\ \' (\; "'- I ,) OJ\ l. " '\ I I I ~_. ~ ~ LEGAL DESCRIPTION ~,__ (_. '._ . '._.~ L_ I , .- _..~ '. '-'- :. _ . l_ L _. '-._ THAT PART Of" LOTS 17, 18. 19 AND 20, LESS THE WEST 25 f"EET THEREOf", LYING SOUTHERLT Of" COURT STREET EXTENSI,ON AS SHOWN ON PLAT ^TTACHED TO CLERKS INSTRUMENT NO. 979084. BLOCK "C", COACHMAN HEIGHTS. ACCORDING TO THE MAP OR PLAT THEREOf". AS RECORDED IN PLAT BOOK 20, PAGE 26. OF THE PUBLIC RECORDS OF' PINELLAS COUNTY. FLORIDA. AND THE WEST 25 FEET Of" THAT PART OF' LOTS 16, 17. 18. 19 AND 20, BLOCK "C". COACHMAV HEIGHTS. RECORDED IN PLAT BOOK 20, PAGE 26. PUBLIC RECORDS OF' PINELLAS COUNTY, f"LORIDA. LYING SOUTH Of" COURT STREET EXTENSION AND NORTH Of" CHESTNUT STREET. SAID PROPERTY DESCRIBED AS FOLLOWS: BEGIN AT A POINT IN THE WEST BOUNDARY OF SAID LOT 16 WHERE THE SA~E INTERSECTS THE SOUTH BOUDARY OF COURT EXTENSION, FOR A POINT OF BEGINNING; AND FROM THE POINT OF' BEGINNING. THUS ESTABLISHED RUN THENCE SOUTH ALONG THE WEST BOUNDARIES OF' SAID LOTS 16, 17, 18. 19. AND 20. A DISTANCE OF 192,9B FEET, MORE OR LESS. TO THE SOUTHWEST CORNER OF' SAID LOT 20; THENCE EAST ALONG THE SOUTH BOUNDARY OF SAID LOT 20, 25.00 FEET; THENCE NORTH ALONG A LINE PARALLEL TO THE WEST BOUNDARY OF' SAID LOTS 20, 19, 18, 17, AND 16, A DISTANCE OF' 161.76 FEET MORE OR LESS TO THE SOUTH BOUNDARY OF SAID COURT STREET EX";ENSION 40.32 FEET, MORE OR LESS TO THE ESTABLISHED POINT OF BEGINNING, I NEW OR RELOCATED HEDGE ~I RELOCATED TREE ~ " 215,07'(M) "" . Ix " '" f 1- PROPOS ERM -,~ .. T EL 7,0 TYP. "V......':i.!' 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M I- M We:: We c:::_ ......c::: U)o I---J C::La. ::;') ~ o~ (...)W I.t')I- a;~ ~~ . <=: ~W .,.... ~ en (..) . c:: c .. _J_OB._N.O_.,.~, '. ....DATE._ i .. :,SEEET.:, ...OF --"..~,--<_."_...~,,_~<.....'._=,~-_t~."'-J'.O""'.."""'"'<'"'~""'\.<_''''''--u::...'''''''''''=.,~...~_~,__._.._.,'__._._ , - ~, .___ 0'" ,_, -- "---~ --_._.__._---._._._-_."---~---_._" --~-_._-_.._-----~.~-_....~.-.._--_."_.._..._-~._----- -~---------- -----------.-- ------ LEGAL DESCRIPTION SECTION 15 , TOWNSHIP 29 S, RANGE 15 E CITY OF CLEARWATER PINELLAS COUNTY, FLORIDA ------- o 0 -----,---.- -------------. I', I , J I . Ii', I ' \ \ (, ,~. \ .\. \ t \ '-.\ ).!. , . .. Z ~~ J g 00 ;.. 'P\f <t "'''' " ... "tZ ~ "t- o -~ t\. ~& '1\ ....Q % bz ..( ..- ~ X~ .... ~@ . ~:c 'IOU ... ~)~ ..c ,..... .= .... ;Z Z L!.I ~.. :t .... -- to.o( Z S~ 0 ~ rd - > ~ co 0 " . h\ I 1'1\ .., '" A.... Z ~~ .... 0.. Z % ~a .( ~- .... ~~ ~ ZO v.... Q ....1&0 Z lord .. . .( COm ... z;- ..... . ~~ ~~ "'t~ o~ MU ro '\ 'vO THAT PART Of LOTS 17. 18. 19 AND 20, LESS THE WEST 25 fEET THEREOf. LYING SOUTHERLT Of COURT STREET EXTENSION AS SHOWN ON PLAT ATTACHED TO CLERKS INSTRUMENT NO. 979084. BLOCK "c". COACHMAN HEIGHTS, ACCORDING TO THE MAP OR PLAT THEREOF'. AS RECORDED IN PLAT BOOK 20. PAGE 26. Of THE PUBLIC RECORDS Of PINELLAS COUNTY. fLORIDA, AND THE WEST 25 fEET OF' THAT PART O~ LOTS 16, 17. 18. 19 AND 20. BLOCK "c". COACHMAV HEIGHTS RECORDED IN PLAT BOOK 20. PAGE 26. PUBLIC RECORDS Of PINElLAS COUNTY. FLORIDA. LYING SOUTH Of COURT STREET EXTENSION AND NORTH Of CHESTNUT STREET, SAID PROPERTY DESCRIBED AS fOLLOWS: BEGIN AT A POINT IN THE WEST BOUNDARY OF' SAID LOT 16 WHERE THE SAME INTERSECTS THE SOUTH BOUDARY Of COURT EXTENSION, fOR A POINT OF' BEGINNING; AND fROM THE POINT OF' BEGINNING THUS ESTABLISHED RUN THENCE SOUTH ALONG THE WEST BOUNDARIES Of SAID LOTS' 16 17, 18, 19, AND 20, A DISTANCE OF' 192.98 fEET, MORE OR LESS,t T.~THE SOUTHWEST CORNER OF' SAID LOT 20; THENCE EAST ALONG THE SOUTH BOUNuARY o SAID LOT 20, 25.00 fEET; THENCE NORTH ALONG A LINE PARALLEL TO THE WEST BOU DARY OF' SAID LOTS 20, 19, 18, 17, AND 16, A DISTANCE OF' 161.76 fEET MORE OR LESS TO THE SOUTH BOUNDARY Of SAID COURT STREET EXTENSION 40.32 fEET, MORE OR LESS TO THE ESTABLISHED POINT OF BEGINNING. FLOdO lONE INFORMATION ABOVE DES~BED PROPERTY APPEARS TO LIE WITHIN FLOOD ZO X PER ,00 INSURANCE RATE MAP 125096 0015 0 MAP VISED: 08-1 \91 \ ~. C'C-, ~ G' C---> ~ \. q;\ C'! '~'\ 0 ~\~ '\ "'J\ \1\~ ~ ~. -',. '...'.-"'-.._..,,,._~..".. ...-." II NES Comm.: 0045 i' [ Drawn By: N.W.M. e Checked By: K.H.R. I \ Q TBM \. 25.35 REMOVE ASPHALT AND BASE. ADD SUITABLE FILL. COMPACT TO MIN. 98% T -180 AND SOD. \. \ X:> 'O~ ~ \ \ \ /\ : EX, OVERHEAD WIRE ~'v 0 '\ \( """ t \ \ \ \. \ \. \ ,.. ~-",.,~ - 'r' ,.,.'-~..- ,-.., ~t- i'1 ::c ~ ~ 0) <S"' .... ". t ~ ~ I REMOVE - ~-r - - .- - - -I ~ ,~. ::_,,~~~,_:~'i ...... ,LL.L' , . . '-~'l-LU.Lq "":\..u.. \. _'_ .L.U...ll...1 <;.. _~~_L ~ -:._Ll~-:_.~LL Lj L~.L I\- -'- ,__L. .L.. :t::N- 4.... :ttttt:U::t I, .Lt-'\:. () ..I..L.L.L, U.U L l_L:. ~.LLL.L.l..L LL LLL~ ,.I_l.L:..LLU I .LLL _L.LlU..LU EXIST. "ODULAR +f+.. _lU..LLf-lL I UNIT TO BE JEt U;) Lr) E~ RELOCATED Jtt \ ~ ~tt eee lw 0) cU () tl:!: "> \ iJJ::s:. i' f- t+ <.. . Ll.~.::s:" .:P' .cti: () ~ l:tt x (y'l> f I tctL!.L~ ~ lU. ~:tt:: i:tttttl~:tt~: t:t L , ',' , I ------1- \ . BE~~A ;\ I EX. HEDGE TC) o BE RELOCATED \ \; I OR REMOVE(> \ \ 20~' SITE DATA EXISTING (E) PROPOSED (P) Issue Date: 09/05/00 Revisions: No. Date Descri t~ r 10/03100 DRe SUBMISSION, 01/03/01 ORe UBMISSIOR I 01/18101 DRecOMMENTS i 02128101 CT1Y1lEETTmr I TOTAL (E+P) REQUIRED - - ZONING: LAND USE: COMMERCIAl COMMERCIAL COtoAMERClAl COMMERCIAL ----------. -~---~--- -- -0 ~.. _._.___________ o 0 -...-,,------- ...----...-...-.........--.-..-..----- -"'-~--"------...-...-_-------- ~ USAGE: orrlCE ornCE orFlCE ___ -- _._-----~.- ,-- ------,-----,--- -... ------ -'--------, '5,648 S.f. '5,648 S.f, '5,648 S.t. lOT AREA: 0,36 ACRES 0.36 ACRES 0,36 ACRES 20,000 WIN '------------.------- _._---~--------I--------,------,---- __________~____. I-..___..~___________ BUILDING COVERAGE: 1,757 S.f, 3,'80 S.F, ",937 S.F, (s,r, '" " or GROSS SITE) 11.2lC 20" 31,6" ___ '--- -. '1----~--f.._______I_-_____ ____ GROSS flOOR AREA (S,f,): 1,757 S.f. 3,180 S.F, ",937 S.F, F,A.R.: 0.112 0.20" 0.316 ___ '-----.. ----.... ._---~ -------. -------- -.-------------1----.-,-, _____... fRONT: 25.9' 17.0' 17,0' N/. i-__~._.___. __..__ _~ ________.~_ _____~_____._. .......__.._'.._____,___ SETBACKS: SlOE: <J.O' I.... '.... NIA ------ ------ -' ------ .-~---- . .1-----.----- REAR: 29,9' 2,0' .~____ .~~__.__ ,________!!./A _______ --- .-.-----.-----------, -------- -..----- ~...~._'. / / \ . 0 DESIGN/DEVELOPMENT 8 PERMITTING & BIDDING o CONSTRUC"TJON DOCUMENTS " o < 0\ ''v EX/STaVG ASPI1AL r ~ /' 20 z , ::5 It'- Z 0 - I- , - -J r 0 :?S !.Y C l ........ (;) Z ij (j -. ;..- ~A 0 f :z 0 t...) f~ , Z -.. =-- '" <n -- ~ ......... ~ ~ Q w =- f..... (I) -.J 5: - (.) r '-.. _1 -- ~ ,j>' .:J>' HEIGHT: ..---___~_ ~__~___ ___ 25' _____ --~.-5!?~"^1"L_ PAVED VEHICULAR USE AREA: (V,U,A,) 3.741 s,r, 92 s,r, (1) 3,833 s.r, ___ --~---,--._---- f-....-__~_~__ __.~'___~____,...._~___ .~_~_.._"___.._...~__ IMPERVIOUS SURFACE RATIO: 6,509 S.F. 2,4-63 S.f, 8,972 S.f', (I,S,R.) 0," 0,15 8.57 ___ 1------------- ___.___.__~_~ f----_.______ _________ _.~..______,____,_ OPEN SPACE: 9,139 S.t. -2,4-63 S.t, 6,676 S.f. (s,r. '" " or GROSS SITE) 58.'" -15,7" '2.7" ___ - .-----.----- -----.----.- --- --~-~..~ -_._---,--.~-.- ~-,-~~~----~----~-- PARKING LOT INTERIOR LANDSCAPING: 657 S.F. -269 S.F. 388 s.r. (S.F. & " OF V.U,A.) 17,6" 10,1" -----.--- - . ---- - - , -- PARKING: .-------~~- . ~t 20 O. ..10. ~. !'f 40 f CJ Z I!cn!M Q ~ IalIIlU ::3 ~ W (.) ~ u. ~ C >< o t&- .1 Q i:;! z o c . CC C CD I.t) t--- . (\I') ...."Y) w<.( We ~- c-~ !no C-...J ~!J... :) ... offi Or- ~~ oIj~ ~~ 'If- ........ 0') (..) " SAW CUT EXIST PAVf:MENT EX. UTlUlY BOX TO BE RELOCATED ~ EXI:: T. ASPHALr PARKING REMOe. AS ~ " I . 7 ------------__L-.__________ 5 12 "-13 ------..........--...-- ~-------""---- ----....-<..,......--..........---...----- . '. r:;-. "j · ,:F' ,']-'0" PARKING CALCULATIONS: 1-3 SPACES PER 1,000 S.F, OF G.F.A. 4,224 NEW orflCE 12 SPACES PROVIDED = 2.84 SPACES PER 1000 G.F.A. (1) 806.5 S,F. NEW TURF BLOCK X ~5" IMPERVIOUS = ...... S.F. - ,325 S.F, EXISTING ASPHALT REMOVED = 92 S.F, PROPOSED ~#;;-. "'. %: . '. . ,~ . <I .. <>, . ~ .~., .. · <I.' . - --~ E~S::l~.~C~ -- -- -- - -- STORM SEWER . o~= - -WEST 173.08'(I.i5 '\~ '.i' 60' R/W r.; ., INDEX OF SHEETS ~ilD i1 <COW/Olb ~Olf'~ [Q)~ 'if' IA ~fM[Q) ~~U~irUIM@ <C@lM@UfV@lM~ blOO[Q) [D)~IM1@I1.U1rU@OO [P)IL~/Nj <CilD~ <COW/OlL ~O'if'~ ~~~CGO~~O~IA If'O@IM~ ~ <C~D i1 CGOW/OlL ~D1rrg ~IL~~ .. lL~IM/Q)~~~I?[g I?!b~~ <C~D i1 CCOWOlb ~U1r~ /p)~ir ~mL~ t -----...;-;:;.-------- 2' CURB/GUTTeR EX'ST. SO' RCP WATER - - - - - - - rBM = 2734 CHESTNUT STREET --€) - - CENTERLINE EXISTING CONDITIONS AND DEMOLITION SITE PLAN SCALE. 19120' I1:i..L .- /,,,.,." . {\~': <: THIS DRAWING IS AN rNSl'RUI.lENT. OFS~E" AND SIWl. REMAIN THE PROPERlY OF THE ENGINEER, AND SIW.l ~l BE ~ED'i' ~ED OR USED IN AA,Y WAY WITHOUT THE CONSENT OFTHE~NEf.'R"".:.~. :.'.\ @COPYRIGHT 2000 NOT PU8lJSHro !' ,l ,'<.. \.' ':., ~ 1:_.", ~'... -'._ ":.-,,_ '~,,/,":',.:' :-_. " ',' '. I .' / /i'... ,"; '.,:~\ :,' r......, ~L~/.... I,)>., , ;'}' .',11,-, ') 'J1; ~. ." .~;: ;'~! ,!~,:(. ' < L C1.1J ~~ ..-; o o ru (T1 (T1 N r0 .q ...... lD ...... t... CO ::E ,..., t... Li.. 0'1 ~ U a: w > a u /' lD ~ o o /' a a o ru /' CJl +J U (l) ~ o t... Q.. /' CJl 0'1 C .,..., ~ co '-" GENERAL NOTES AND SPECIFICATIONS 1. ALL DESIGN AND CONSTRUCTION OF THIS PROJECT SHALL CONFORM TO THE CITY OF CLEARWATER AND SWFWMD STANDARDS, SPECIFICATIONS, LAND DEVELOPMENT, ZONING AND/OR RELATED ORDINANCES. 2. ALL ELEVATIONS ARE REFERENCED FROM NATIONAL GEODETIC VERTICAL DATUM, 1929. 3. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AT LEAST 48 HOURS PRIOR TO THE START OF CONSTRUCTION. CONTRACTOR SHALL "CALL SUNSHINE" 1-800-432-4770 A MINIMUM OF 2 DAYS AND A MAXIMUM OF 5 DAYS PRIOR TO THE START OF CONSTRUCTION. 4. ALL UNDERGROUND UTILITIES MUST BE INSTALLED BEFORE BASE AND WEARING SURFACE ARE CONSTRUCTED. LOCATION OF EXISTING UTILITIES ARE APPROXIMATE. CONTRACTOR SHALL CONFORM TO THE INTENT OF THE PLAN. ANY REQUIRED CHANGES OR ADJUSTMENTS SHALL BE APPROVED BY THE ENGINEER BEFORE INSTALLATION. 5. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO USE WHATEVER MEANS NECESSARY TO CONTROL AND PREVENT EROSION AND TRANS- PORT OF SEDIMENT TO SURFACE DRAINS AND TO DITCHES OFFSITE DURING CONSTRUCTION. SEE EROSION AND SILTATION CONTROL NOTES FOR ADDITIONAL INFORMATION. 6. ALL PIPE LENGTHS ARE PLUS OR MINUS. PIPE MEASUREMENTS ARE CENTER TO CENTER OF STRUCTURES OR FITTINGS. PIPE MEASURE- MENTS FOR MITERED END SECTIONS ARE TO END OF PIPE. 7. EXISTING PAVEMENT SHALL BE SAW-CUT AS SHOWN ON DETAIL WHERE NEW PAVEMENT IS TO BE ADDED OR EXISTING PAVEMENT TO BE ELIMINATED. 8, PAVEMENT IN THE PROPERTY SHALL CONSIST OF 1-1/2" ASPHALT TYPE S-3 COMPACTED TO MIN. 95% THEORETICAL MAX. DENSITY, ON 6" lIMEROCK BASE LBR 100 AND COMPACTED TO 98% OF MAXIMUM DENSITY, ON 12" SUB-BASE LBR 40 AND COMPACTED TO 98% OF MAXIMUM DENSITY PER MSHTO T -180. 9. PAVEMENT IN R.O.W. SHALL CONSIST OF 2" ASPHALT TYPE S-l COMPACTED TO MIN. 95% THEORETICAL MAX. DENSITY ON 8" L1MEROCK BASE LBR 100 AND COMPACTED TO 98% OF MAXIMUM DENSITY, ON 12" SUB-BASE STABILIZED TO 40 LBR AND COMPACTED TO 98% OF MAXIMUM DENSITY PER MSHTO T -180. 10. CONTRACTOR IS SOLELY RESPONSIBLE FOR CONSTRUCTION SAFETY. SPECIAL PRECAUTIONS MAY BE REQUIRED IN THE VICINITY OF POWER LINES AND OTHER UTILITIES. 11. ALL CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF 3,400 PSI (28 DAY ACCEPTANCE STRENGTH) UNLESS OTHERWISE NOTED. 12. CONTRACTOR TO RESTORE ALL AREAS DISTURBED BY HIS OPERATION TO THEIR ORIGINAL OR BETTER CONDITION. 13, CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF ALL UTILITY CONNECTION POINTS PRIOR TO THE START OF CONSTRUC- TION AND SHALL IMMEDIATELY NOTIFY THE ENGINEER AND OWNER OF ANY DISCREPANCIES FOUND. 14. NEW WATER MAINS 4" AND LARGER SHALL BE PVC AND CONFORM TO AWWA C-900 STANDARDS, UNLESS OTHERWISE NOTED. NEW WATER MAINS SMALLER THAN 4 If DIAMETER SHALL MEET THE REQUIREMENTS OF ASTM 02241 AND 01784, UNLESS OTHERWISE NOTED. ALL GATE VALVES TO BE RESILIENT SEAT. ALL WATER SYSTEM MODIFICATIONS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF CLEARWATER WATER SYSTEM STANDARDS AND SPECIFICATIONS. 15. REINFORCED CONCRETE PIPE IN THE PROPERTY SHALL CONFORM TO THE REQUIREMENTS OF ASTM C-76, CLASS III, WALL "B" UNLESS OTHERWISE NOTED. 16. ADJUSTMENTS OF EXISTING INLETS, JUNCTION BOXES, MANHOLE TOPS, WATER VALVES, WATER METERS, ETC., SHALL BE INCLUDED IN THE CONTRACTOR'S BID AND NO CLAJM SHALL BE MADE AGAINST THE OWNER OR ENGINEER FOR THESE ADJUSTMENTS, IF REQUIRED. 17. ALL BACKFILL OVER ANY PIPE (STORM SEWER, SANITARY SEWER, OR WATERLINES) THAT IS INSTALLED UNDER ROADWAYS OR WITHIN THE EMBANKMENT OF THE ROADWAY, SHALL BE COMPACTED IN ACCORDANCE WITH F.D.O.T. STANDARD SPECIFICATIONS, SECTION 125-8.3, LATEST EDITION. 18. UNLESS NOTED OTHERWISE IN PLANS, SANITARY SEWER PIPES SHALL CONSIST OF POLYVINYL CHLORIDE PIPE (PVC) CONFORMING TO ASTM D-3034 AND 0-1784. THE PIPE SHALL BE SDR-35. JOINTS SHALL BE BELL AND SPIGOT AS PER ASTM 0-3212, USING FACTORY INSTALLED FLEXIBLE ELASOMETRIC SEALS AS PER ASTM F-477. 19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TESTING ALL NEW SANITARY SEWER MAINS AND WATER MAINS IN ACCORDANCE WITH CURRENT STANDARDS OF THE CITY OF CLEARWATER AND PINELLAS COUNTY PUBLIC HEALTH UNIT. CONTRACTOR SHALL NOTIFY THE CITY OF CLEARWATER AND PINELLAS COUNTY PUBLIC HEALTH UNIT AND THE OWNER OR HIS AUTHORIZED REPRESENTATIVE AT LEAST 48 HOURS IN ADVANCE OF PERFORMING TESTS. 20. THE CONTRACTOR SHALL PROVIDE A CERTIFIED RECORD SURVEY, SIGNED AND SEALED BY A PROFESSIONAL LAND SURVEYOR, THE RECORD SURVEY SHALL SHOW FINAL GRADES FOR RETENTION BASIN(S), CONTROL STRUCTURE(S), INLETS & PIPES WITH TOP & BOTTOM ELEVATIONS AND INVERTS. LOCATIONS OF ALL NEW UTILITIES INCLUDING THE SANITARY SEWER AND WATER PIPING. THE CONTRACTOR SHALL PROVIDE TWO COPIES OF THE CERTIFIED RECORD SURVEY TO THE ENGINEER. THE AFOREMENTIONED RECORD SURVEY SHALL BE SUFFICIENT ENOUGH IN DETAIL TO BE ACCEPTABLE BY AGENCIES HAVING JURISDICTION THAT REQUIRE CERTIFICATION. 21. IN ADDITION TO THE RECORD SURVEY, THE CONTRACTOR SHALL FURNISH COPIES OF TEST RESULTS INDICATING ASPHALT THICKNESS AND DENSITY, lIMEROCK BASE LBR, THICKNESS AND COMPACTION TESTS, AND SUB-BASE COMPACTION. 22. SITE CLEARING/STRIPPING: THE INITIAL SITE PREPARATION SHALL CONSIST OF CLEARING THE VEGETATION WITH THEIR ROOT SYSTEM AND THEN STRIPPING THE SURFACE TOPSOIL TO STOCKPILES FOR REUSE. 23. AFTER STRIPPING AND ROUGH GRADING THE SITE, THE EXPOSED NEAR-SURFACE SOIL BENEATH THE CONSTRUCTION AREA, 12" MINIMUM, SHALL BE COMPACTED TO DENSITIES EQUIVALENT TO 95% OF MODIFIED PROCTOR, MAXIMUM DRY DENSITY (ASTM 0-1557). 24. ALL SODDING, SEEDING AND MULCHING SHALL INCLUDE WATERING AND FERTILIZATION AND CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THESE AREAS UP TO AND INCLUDING THE INITIAL MOWING. 25. THE CONTRACTOR PERFORMING TRENCH EXCAVATION, IN EXCESS OF FIVE (5) FEET IN DEPTH, SHALL COMPLY WITH THE OCCUPATIONAL SAFElY AND HEALTH ADMINISTRATION'S (OSHA) TRENCH EXCAVATION SAFElY STANDARDS, 29 C.F.R., S.1926.650, SUBPART P, INCLUDING ALL SUBSEQUENT REVISIONS OR UPDATES TO THE STANDARDS AS ADOPTED BY THE DEPARTMENT OF LABOR AND EMPLOYMENT SECURllY (DLES). EROSION AND SILTATION ICONTI 2. PROTECTION OF EXISTING STORM SEWER SYSTEMS: DURING CONSTRUCTION, ALL STORM SEWER INLETS IN THE VICINITY OF THE PROJECT SHALL BE PROTECTED BY SEDIMENT TRAPS SUCH AS SECURED HAY BALES, SOD, STONE, ETC., WHICH SHALL BE MAINTAINED AND MODIFIED AS REQUIRED BY CONSTRUCTION PROGRESS, AND WHICH MUST BE APPROVED BY THE ENGINEER BEFORE INSTALLATION. 3, SEDIMENTATION BASIN: THE CONTRACTOR SHALL BE REQUIRED TO PROHIBIT DISCHARGE OF SILT DURING CONSTRUCTION OF ANY RETENTION AREA AND SHALL BE REQUIRED TO CLEAN OUT THE RETENTION AREAS BEFORE INSTALLING ANY PERMANENT SUBDRAIN PIPE, IN ADDITION, PERMANENT RETENTION AREAS MUST BE TOTALLY CLEANED OUT AND OPERATE PROPERLY AT FINAL INSPECTION AND AT THE END OF THE WARRANlY PERIOD. 25. ALL STORM STRUCTURES SHALL BE GROUTED TO THE INVERT ELEVATION(S) OF THE STORM PIPE(S). STORM PIPE SHALL BE SAW-CUT EVEN WITH THE STRUCTURE WALL(S). GROUT AROUND PIPES FOR WATER TIGHT AND SMOOTH FINISH. 26. ALL PVC STORM PIPES SHALL COMPLY WITH AWWA C-900, 27, CONTRACTOR TO COORDINATE THE POINTS OF CONNECTION OF THE UTILITIES WITH DIFFERENT SUBS. SITE CONTRACTOR TO CONSTRUCT THE UNDERGROUND INFRASTRUCTURES i.e. SANITARY SEWER, STORM SEWER, WATER LINES, FIRE LINES, ETC. TO 5' OUTSIDE OF THE BLDG{S). THE PLUMBING CONTRACTOR TO CONNECT AND MEET THE INVERT ELEVATIONS OF THE SAID UTILITIES. ANY UTILITY WORK PERFORMED WITHIN 5' OF THE BLDG, SHALL BE THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR. ALL WORK SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES, ORDINANCES AND REQUIREMENTS. 28. ALL SITE/CNlL WORK SHALL BE PERFORMED AND FINISHED IN A WORKMANLIKE MANNER TO COMPLETE SATISFACTION OF THE ENGINEER IN ACCORDANCE WITH THE BEST RECOGNIZED TRADE PRACTICES. 29. DEVIATIONS FROM THESE PLANS AND SPECIFICATIONS WITHOUT CONSENT OF THE ENGINEER MAY BE CAUSE FOR THE WORK TO BE UNACCEPTABLE. DEVIATIONS SHALL RECEIVE WRITTEN APPROVAL FROM THE ENGINEER BEFORE INSTALLATION. 30. ALL NECESSARY PERMITS AND LICENSES SHALL BE OBTAINED AND PAID BY THE CONTRACTOR. 31. SIGNS, BUFFER WALLS & FENCES ARE SUBJECT TO SEPARATE SUBMITTAL(S) AND PERMITTING. 4. SWALES, DITCHES AND CHANNELS: ALL SWALES, DITCHES AND CHANNELS LEADING FROM THE SITE SHALL BE SODDED WITHIN THREE (3) DAYS OF EXCAVATION. ALL OTHER INTERIOR SWALES, ETC" INCLUDING RETENTION AREAS SHALL BE SODDED PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY. 5, PROTECTION AND STABILIZATION OF SOIL STOCKPILES: FILL MATERIAL STOCKPILES SHALL BE PROTECTED AT ALL TIMES BY ON-SITE DRAINAGE CONTROLS WHICH PREVENT EROSION OF THE STOCKPILED MATERIAL. CONTROL OF DUST FROM SUCH STOCKPILES MAY BE REQUIRED, DEPENDING UPON THEIR LOCATION AND THE EXPECTED LENGTH OF TIME THE STOCKPILES WILL BE PRESENT. IN NO CASE SHALL AN UNSTABllIZED STOCKPILE REMAIN AFTER TEN (10) CALENDAR DAYS. CONSTRUCTION IN R.O.W. NOTES 6. MAINTENANCE: ALL EROSION AND SILTATION CONTROL DEVICES SHALL BE CHECKED REGULARLY BY THE CONTRACTOR, ESPECIALLY AFTER EACH RAINFALL AND SHALL BE CLEANED OUT AND/OR REPAIRED AS REQUIRED. 1. COMPACTION FOR PIPE BACKFILL SHALL COMPLY WITH AASHTO T-99 (100%) 2. ALL PROPOSED WORK MUST COMPLY WITH F.D.O.T. INDEX 700. 3. ALL RIGHT-OF-WAY INSTALLATIONS SHALL COMPLY WITH THE STATE OF FLORIDA UTILITIES ACCOMMODATIONS GUIDE, LANDSCAPE REQUIREMENTS LANDSCAPE NOTES 4. ALL PROPOSED WORK SHALL COMPLY WITH CITY OF CLEARWATER DEVELOPMENT ORDINANCES AND MINIMUM TESTING FREQUENCY REQUIREMENTS. 5. SIGNS AND BARRICADES TO BE ACCORDING TO F.D.O.T. MANUAL OF SAFE PRACTICES; REFERENCE F.D.O.T. INDEXES 600 THRU 650 AND 17349 PER ROADWAY AND TRAFFIC DESIGN STANDARDS LATEST EDITION. A "MAINTENANCE OF TRAFFIC PLAN" SHALL BE SUBMITTED TO AND APPROVED BY CITY OF CLEARWATER TRAFFIC ENGINEERING PRIOR TO THE COMMENCEMENT OF CONSTRUCTION WHENEVER ONE OR MORE OF THE FOLLOWING CONDITIONS ARE MET: 1. ALL LANDSCAPE MATERIAL SHALL BE FLORIDA GRADE #1 OR BETTER, SELECTED FROM CITY OF CLEARWATER APPROVED SPECIES LIST. 2. REQUIRED SHADE TREES SHALL BE A MINIMUM OF 12' HIGH, 4" CALIPER AT THE TIME OF PlANTING, TO CITY PREFERENCE, THE LIVE OAK SPECIES SHALL BE UTILIZED. 3. REQUIRED ACCENT TREES SHALL BE A MINIMUM OF 8' HIGH, 2" CALIPER AT THE TIME OF PLANTING, 4, REQUIRED HEDGES IN THE PERIMETER BUFFER SHALL BE A MINIMUM OF 18-24M HIGH AT THE TIME OF PLANTING, PLACED AT 3' O.C., AND MAINTAINED AT 36" IN HEIGHT. A. STREET IS CLOSED TO THRUi TRAFFIC FOR PERIODS EXCEEDING 15 MINUTES. 5. INTERIOR SHRUBS SHALL BE A MINIMUM OF 14-24" HIGH, PLANTED AT 30" O.C., WITH A 3 GALLON MINIMUM. B. ONE PHYSICAL LANE SUPPORTS TWO-WAY TRAFFIC MOVEMENT. C. TRAFFIC LANE(S) NORMALLY DESIGNED TO HANDLE MOVEMENT IN ONE DIRECTION ARE BEING RECHANNELLED TO ACCOMMODATE AN OPPOSING MOVEMENT. 6. SIDEWALKS ARE TO BE RECONSTRUCTED WITHIN THREE (3) DAYS AFTER REMOVAL AND SAFE PEDESTRIAN TRAFFIC IS TO BE MAINTAINED AT ALL TIMES. WHEN EXISTING SIDEWALK IS REMOVED, IT IS TO BE REMOVED TO THE NEAREST EXPANSION: JOINT, 7. PLACE EXPANSION JOINTS WHERE 4" AND 6" SIDEWALKS ABUT AT DRIVEWAYS. 8. SAW-CUT EXISTING EDGE OF PAVEMENT PRIOR TO REMOVAL OF CURB. 9. DISTURBED AREA WITHIN THE RIGHT-OF-WAY SHALL BE COMPACTED TO 100% OF MAXIMUM DENSITY, RESTORED TO ORIGINAL CONDITIONS AND SODDED. 6. WHERE LANDSCAPE OR REPLANT TREES ARE PROPOSED TO BE PLANTED IN THE PERIMETER BUFFER, THE BUFFER MUST BE A MINIMUM OF 5' WIDE. 7, NEW LANDSCAPING MUST BE PROTECTED FROM VEHICULAR MOVEMENT BY WHEEL STOPS, RAILROAD TIES, OR OTHER SUITABLE BARRIER. WHERE POSSIBLE, THE AREA BETWEEN THE BARRIER AND LANDSCAPING MATERIAL SHOULD REMAIN AS GREENSPACE. 8. IRRIGATION SYSTEMS SHALL UTILIZE LOW VOLUME DESIGN SUCH AS LOW TRAJECTORY HEADS OR SOAKER HOSES TO PROVIDE DIRECT APPLICATION AND LOW EVAPORATION AND MUST HAVE A RAIN SENSOR DEVICE OR SWITCH WHICH WILL OVERRIDE THE IRRIGATION CYCLE OF THE SPRINKLER SYSTEM WHEN ADEQUATE RAINFALL HAS OCCURRED. WATER SUPPLY SHALL BE PIPED TO EACH INDIVIDUAL PLANTER ISLAND, AND IN NO CASE, SHALL ANY PLANTED VEGETATION AREA BE MORE THAN 50' FROM A WATER SUPPLY HOSE BIBB,* SHALLOW WELLS, OPEN SURFACE WATER BODIES, OR RECLAIMED WATER SHALL BE USED (UNLESS UNAVAILABLE) AS A SOURCE OF IRRIGATION WATER. * ANY AND ALL USE OF HOSE BIBBS IN ASSOCIATION WITH NON-POTABLE WATER SUPPLIES SHALL BE IN FULL COMPLIANCE WITH SBCCI STANDARD PLUMBING CODE, CHAPTER VI CRITERIA REFERENCE COLOR CODING OF ABOVE GRADE RISER PIPING AND LABEL/TAGGING OF OUTLETS AS NON-POTABLE WATER SUPPLY. 9. TREES PLANTED UNDER OVERHEAD OBSTRUCTIONS (i.e, POWER LINES) MUST BE CHOSEN FROM A SPECIES ON THE CITY OF CLEARWATER APPROVED SPECIES LIST THAT IS COMPATIBLE WITH THE SPATIAL/HEIGHT RESTRICTION. 10. PROTECTIVE BARRIERS SHALL BE PLACED AROUND ALL PROTECTED TREES PRIOR TO CONSTRUCTION ACTIVITIES AND SHALL REMAIN IN PLACE DURING CONSTRUCTION. THEY SHALL BE NO LESS THAN REQUIREMENTS STATED IN SECTION 3-1205E OF THE CLEARWATER COMMUNITY DEVELOPMENT CODE. SURFACE WATER SYSTEM REQUIREMENTS DRAINAGE NOTES 1. THE RETENTION AREA SHALL BE ROUGH GRADED PRIOR TO CON- STRUCTION, WITH ALL STORM WATER DIRECTED TO IT, AFTER COMPLETION OF ALL WORK, REMOVE DEBRIS AND SILTATION FROM THE BOTTOM OF THE RETENTION BASIN, AND FINE GRADE THE FINAL TWO (2) INCHES AND SOD. CONTRACTOR TO MAINTAIN THE SIDE SLOPE REQUIRED AND SHOWN ON Pu.N, AND NOTIFY ENGINEER FOR AN INSPECTION PRIOR TO SODDING. 2. THE RETENTION AREA SHALL BE CONISTRUCTED EARLY IN THE CONSTRUCTION PERIOD TO MITIGATE ANY ADVERSE WATER QUANTITY IN PARTS OFF SITE. 3. AFTER COMPLETION OF THE PROJECT, THE OWNER WILL BE RESPON- SIBLE FOR THE OPERATION AND MAINTENANCE OF THE STORMWATER FACILITY. ACTIONS INCLUDED SHALL BE REGULAR MOWING OF THE BOTTOM AND SIDE SLOPES, PLUS PERIODIC INSPECTIONS AND RE- MOVAL OF DEBRIS, TRASH, ETC. THAT MAY BLOCK THE PERCOLATION OF THE STORM WATER. TREE PROTECTION AND PRESERVATION NO GRADE CHANGES SHOULD OCCUR WITHIN THE CANOPY DRIPLlNE OF PINE TREES AND 2/3 THE CANOPY DRIPLlNE OF HARDWOOD TREES TO BE SAVED. IRRIOA TION NOTES EROSION AND SILT A TION CONTROL NOTES THE IRRIGATION CONTRACTOR SHALL PROVIDE AN UNDERGROUND IRRIGATION SYSTEM TO COVER 100% OF ALL ON SITE PLANTING AREAS, THIS SYSTEM SHALL CONTAIN BUT NOT BE LIMITED TO THE FOLLOWING: 1. SEDIMENT TRAPPING MEASURES: SIEDIMENT BASINS AND TRAPS, PERIMETER BERMS, FILTER FENCES, BERMS, SEDIMENT BARRIERS, VEGETATIVE BUFFERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT AND/OR PREVENT THE TRANSPORT OF SEDIMENT ONTO ADJACENT PROPERTIES, OR INTO EXISTING WATER BODIES, MUST BE INSTALLED, CONSTRUCTED OR, IN THE CASE OF VEGETATIVE BUFFERS, PROTECTED FROM DISTURBANCE, AS A FIRST STEP IN THE LAND ALTERATION PROCESS. SUCH SYSTEMS SHALL BE FULLY OPERATIVE AND INSPECTED BY THE ENGINEER BEFORE ANY OTHER DISTURBANCE OF THE SITE BEGINS, 1. UNDERGROUND PIPING, SHALL BE PVC SCHEDULE 40 OR BETTER. 2. SEVEN (7) DAY PROGRAMMABLE TIME CLOCK TO ACTIVATE ZONES. 3, SPRINKLER HE.A,DS COMPATIBLE WITH THE TYPE OF PLANTING. 4. ELECTRIC VALVES. 5. GAUGE 14 UF COPPER WIRE. 6. FIBERGLASS OR PLASTIC ZONE VALVE BOXES. WHERE PIPING IS UNDER DRIVEWAY AND CONCRETE WALKS, THE PIPES SHALL BE INSTALLED IN SCHEDULE 40 SLEEVES 18" BELOW GRADE. MATERIALS SUPPLIED SHALL BE EQUAL TO THOSE MANUFACTURED BY RAIN BIRD OR APPROVED EQUAL. IRRIGA TION NOTES ICONTI THE CONTRACTOR SHALL SUBMIT A SYSTEM LAY-OUT ALONG WITH CATALOG SHEETS OF ALL COMPONENTS IN THE SYSTEM TO THE OWNER FOR APPROVAL PRIOR TO INSTALLATION. THE ENTIRE SYSTEM SHALL BE GUARANTEED BY THE CONTRACTOR FOR ONE YEAR FROM THE DATE OF ACCEPTANCE BY THE OWNER. CONTRACTOR'S RESPONSIBILITY NOTE IT IS THE CONTRACTOR'S R:ESPONSIBILlTY TO PERFORM A SURVEY (ACCOMPANIED BY THE ARCHITECT AND OWNER) OF THE ENTIRE PROJECT AREA INCLUDING IBUILDING(S) AND SITE IMMEDIATELY UPON OCCUPYING THE WORK AREA AND BY PHOTOGRAPHIC AND WRITTEN CORRESPONDENCE DETAILING ANY AREAS THAT ARE NOT IN A FIRST CLASS CONDITION (SURFACES THAT ARE BROKEN, CRACKED, RUSTING, CHIPPED, SPLINTERED, OF A TEXTURE NOT MATCHING ITS SURROUNDING, WITH NEW APPEARING FINISHES, AND OPERATING AS ORIGINALLY DESIGNED OR UNTENDED TO OPERATE) WHICH WILL REMAIN IN THAT CONDITION AT THE CONCLUSION OF THE PROJECT. THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING THE OWNER A COMPLETE PROJECT IN FIRST CLASS CONDITION MEETING INDUSTRY WIDE STANDARDS IN QUALllY AND PERFORMANCE THROUGHOUT THE ENTIRE PROJECT AREA BUILDING(S) AND SITE (REGARDLESS OF WHETHER AN AREA IS SPECIFICALLY IDENTIFIED WITHIN THE DRAWINGS AND SPECIFICATIONS OR NOT) UNLESS A PARTICULAR AREA HAS BEEN DESCRIBED IN THE AFOREMIENTIONED PHOTOGRAPHS AND WRITTEN DETAILS, CONTRACTOR HAS THE RESPONSIBILITY TO PROTECT THE EXISTING BUILDING(S), UTILITIES AND SITE THROUGHOUT THE PROJECT TIME FRAME. SHOULD, DURI NG THE COURSE OF THE WORK, ANY AREA OF THE BUILDING{S) AND/OR UTILITIES AND/OR THE SITE BECOME DAMAGED AND THAT AREA WAS NOT SPECIFICALLY CALLED OUT TO BE A PART OF THE CONSTRUCTION, THE CONTRACTOR SHALL REPAIR AND/OR REPLACE THE DAMAGE AREA TO THE SATISFACTION OF THE ARCHITECT AND OWNER AT NO ADDITIONAL COST TO THE OWNER. AS A PART OF THESE DOCUMENTS, A SITE SURVEY AND/OR SITE DATA, WHEN PROVIDED, AND ANY ADDITIONAL INFORMATION THAT MAY BE PROVIDED ARE FOR INFORMATIONAL PURPOSES ONLY, THE OWNER AND HIS AGENTS ASSUME NO RESPONSIBILITY FOR THEIR PREPARATION, COMPLETENESS NOR ACCURATENESS AND THE CONTRACTOR IS FULLY RESPONSIBLE WHEN USING SAID SOURCES, THE CONTRACTOR SHOULD USE SUCH INFORMATION ONLY AS A GUIDE TO THE SUSPECTED LOCATION OF UNDERGROUND SERVICES, INCLUDING BUT NOT LIMITED TO: SANITARY SEWER NATURAL AND LP GAS LINES RECLAJMED WATER SUPPLY T.V. CABLES TELEPHONE CABLES SECURITY WIRING SITE UNDERGROUND MECHANICAL INCLUDING INSULATION WATER SUPPLY STORM SEWER ELECTRICAL POWER IRRIGATION LINES FIBER OPTIC CABLES FIRE ALARM SYSTEM CABLES CONTROL WIRING SYSTEMS IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE SPECIFIC LOCATION OF THE UNDERGROUND SERVICES BY CAREFUL HAND EXCAVATION ONLY UNLESS OTHER MEANS ARE APPROVED BY THE ENGINEER AND OWNER BEFORE BEGINNING THE WORK. THE CONTRACTOR SHALL REPLACE OR REPAIR, PER SPECIFICATIONS, ANY AND ALL DAMAGED UNDERGROUND SERVICES A''> LISTED ABOVE AT NO ADDITIONAL COST TO THE OWNER. THE CONTRACTOR SHALL WORK AT THE CONVENIENCE OF THE SCHOOL SO AS NOT TO DISRUPT CLASSES AND INCONVENIENCE STAFF. IT IS THE CONTRACTOR'S RESPONSIBILITY TO SCHEDULE WORK PROCEDURES THAT ARE NOISY, CREATE OIDORIFEROUS FUMES, OR PRODUCE A CONDITION THAT WILL BE DISRUPTIVE AT A TIME WHEN CLASSES ARE NOT IN SESSION AND STAFF ARE NOT OCCUPYING THE BUILDING(S). THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE SCHOOL SCHEDULE OF DAILY CLASSES, BREAKS BETWEEN SESSIONS AND HOLIDAYS, AND USE THAT AS A GUIDELINE FOR PLANNING DISRUPTIVE WORK PROCEDURES. NOTES TO THE CONTRACTOR 1. NEW WATER MAINS AFTER COMPLETION OF INSTALlATION OF NEW WATER MAINS, PRESSURE TESTING SHALL BE PERFORMED IN ACCORDANCE wlm THE LOCAL JURISDICTION WATER SYSTEM STANDARDS AND SPECIFICATIONS. SAMP- LING OF NEW WATER MAINS SIHALL CONFORM WITH COUNlY PUBLIC HEALTH UNIT REQUIREMENTS AND RESULTS FORWARDED TO THE ENGINEER. UNDER NO CIRCUMSTANCES SHALL A NEW WATER SYSTEM BE Pu\CED INTO SERVICE UNTIL CERTIFICATION BY THE ENGINEER HAS BEEN COMPLETED AND A RELEASE FROM COUNlY PUBLIC HEALTH UNIT HAS BEEN ISSUED. 2. IRRIGATION NOTE: IRRIGATION SYSTEMS SHAlL UTILIZE LOW VOLUME DESIGN SUCH AS LOW TRAJECTORY HEADS OR SOAKER HOSES TO PROVIDE DIRECT APPLICATION AND LOW EVAPORATION AND MUST HAVE A RAIN SENSOR DEVICE OR SWITCH WHICH WILL OVERRIDE THE IRRIGATION CYCLE OF mE SPRINKLER SYSTEM WHEN ADEQUATE RAINFALL HAS OCCURRED. WATER SUPPLY SHALL BE PIPE TO EACH INDIVIDUAL PLANTER ISlAND. SHALLOW WELLS, OPEN SURFACE WATER BODIES, OR RECU\IMED WATER SHALL BE USED (UNLESS UNAVAILABLE) AS A SOURCE OF IRRIGATION WATER. 100 % COVERAGE MUST BE PROVIDED. AN IRRIGATION PLAN SHALL BE SUBMlffiD IN ORDER TO AVOID DELAYS AT mE TIME OF THE CER- TIFICATE OF OCCUPANCY INSPECTION SHOULD A NON-ACCEPTABLE SYSTEM BE INSTALLED. 3. TREE BARRICADES REQUIRED TREE BARRICADES AND EROSION CONTROL MEASURES MUST REMAIN INTACT THROUGHOUT CONSTRUCTION. ENCROACHMENT INTO OR FAILURE TO MAJNTAJIN THESE BARRICADES W!LL RESULT IN ENFORCEMENT ACTION WHICH MAY INCLUDE CITATIONS AND/OR PERMIT REVOCATIONS, AS PROVIDED BY THE CllY OF CLEARWATER COMMUNITY DEVELOPMENT CODE. 4. TRENCH EXCAVATION - INCLUDE OSHA STANDARD 29 CFR, SECTION 1926.650 SUBPART P, WHICH IS NOW A PART OF LAWS OF FLORIDA CHAPTER 90-96, - THE CONTRACTOR SHALL PROVIDE WRITIEN ASSURANCE OF COMPLIANCE WITH THIS lAW. - A SEPARATE COST ITEM IDENTIFYING THE COST OF COMPLIANCE. - A TRENCH SAFETY SYSTEM SHALL BE DESIGNED BY THE CONTRACTOR, AND APPROVED BY THE EINGINEER. 5, ALL RETENTION AREAS, STORM SEWER PIPING, STORM SEWER STRUCTURES, ETC. MUST BE IN Pu\CE AS PART OF mE FIRST PHASE OF CONSTRUCTION. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ACCOMMODATE POSITIVE DRAINAGE THROUGHOUT CONSTRUCTION TO AVOID FLOODING OF THE ADJACENT PROPERTIES. ANY FLOODING THAT MAY OCCUR DUE TO HIS WORK SHALL BE THE SOLE RESPONSIBILllY OF THE CONTRACTOR TO REPAIR. 6. THE USE OF ELECTRONICALLY STORED DATA IS INTENDED FOR INFORMATIONAL PURPOSES ONLY AND NOT TO BE USE FOR CONSTRUCTION, , J ~ a~ ~ CP'f ~ 00" .... .. Z ~ ~- o -~ 0. .--. e. '^ Ma % bz ~ .. .. ~ )( ::t ... ~@ . ~:IC oOV .. ~~ .. "..~~ .... M 161 Z ..,Z III "f.:; ~ -- Z .--. · o S~ ~ Mol - > Z P.I'j ... tii 1 'fi " I ~ J\!'~ /::1~1. J ~, 1 '\. 1>" ~ (", J -v. . Ol :(JIl <!,t .~~~ ~j.. '1ft: f') ,~~~'fui:;~~", . .~,.') 'rttt~.. "~i ,;'" 'iH" <f ..c, ,Y,,'.. ", '" :~~~' t:~l;;J>%~~ ~'.rI.J ,ft,) 00 o ~ M I ~ ~ " A'--' Z .= Z O. Z ~Q -4 m; ~ XO Q ~~ %110I" ~ b1fS .. ZI- I-.c . ~~ ... ~,~ - ...~ ~ O~ U MU . NES Comm.: 0045 I Drawn By: N.W.M. I I Checked By: K.H.R. I 09/05/00 o DESIGN/DEVELOPMENT ~ PERMlmNG & BIDDING o CONSTRUCTION DOCUMENTS ~ Z .... C -I - :=t o:t w 0 - LL. LI- 0 >< CD It) ...... 0 (It) to- ('tt) L!. Woe( we C ~- 1-0:: ...J (1)0 c:( ......... O:::LL. Z ::) ... o~ 0 OW Rn~ 00;:5: .~o.:: 0:: ..- ~ C ......... (J)(.) U) :z o IIIIlIilIIIId ~ (.) - LL. - (..) LU 0- CI) w D- ~ U) -I -. > -- (..) C1.2 PLANTING MA TERIALS SCHEDULE . -----_._.._-_.._-----_.._--_..~~--------_.-.,-- . \ 'ERHEAD WIRE SCALE. 1..10' ''''- '\ , LIVE OAK QUERCUS VIRGINIANA LAGERSTROEM IA INDIA SYMBOL COMMON NAME SCIENTIFIC NAME MIN. SIZE REMARKS 12' HEIGHT 6 EXISTING 4" CALIPER 8' HEIGHT EXISTING 2" CALIPER TO REMAIN 8' HEIGHT EXISTING 2" CALIPER TO REMAIN 1 GAL. MIN. EXISTING 24"O,C, MAX, RELOCATED 18"- 24 "HEIGHT EXISTING IN PERIMETER BUFFER PLANTED TO REMAIN MAX. 36"O.C. o (J) - * XXXX>O NEW VIBURNUM " '\/ , CREPE MYRTLE /' " / / . // , / x-"'/ " ( ,,) '\ '-" " EXIST. SANI1ARf MANHOLE DAHOON HOLLY ILEX CASSINE JUNIPERUS CONFERTA 'COMPACTA' LlGUSTRUM JAPONICUM STENOTAPHRUM SEOUNDATUM "FLORATAM" VIBURNUM SUSPENSUM DISEASE-, WEED FREE, LAID TIGHT, ROLLED TBD BY LANDSCAPE CONTR DWARF SHORE JUNIPER QUANTITY 3 (NEW) 1 TBD BY LANDSCAPE CONTR 18"-24"HEIGHT IN PERIMETER BUFFER PLANTED MAX. 36"O.C. 10' CLEAR AND STRAIGHT TRUNK 3 GAL MIN, 14-24" HEIGHT OFFICIAL CITY 30-36" O.C. FLOWER GRADE A TBD BY 3" MIN. LAYER LANDSCAPE CONTR L1GUSTRUM '" '" '" '" '" '" ST. AUGUSTINE SOD "FLORATAM" , , \ , SANDANKWA VIBURNUM ..................... "..................,..... ~~ I :>- ~Q: <\2 h \-- CI) CV ~ B~ a \' EXIST, 8" Si\NiTt,RY SEWER , , , 00, \~' ~, F , / .1\ /, /1 "~ " / ~ .~ '\ ~ " ~~ WASHINGTON PALM WASHINGTONIA ROBUSTA HIBISCUS ROSA-SINENSIS ? 00.. ~ ~ >- 0::: ~ -l Ow Z'-' <(~ 00 w..- (/)(/) o ll.. o 0::: ll.. ~ TROPICAL HIBISCUS SHREDDED CYPRESS MULCH EXISTING 15" RCP STORM SEWER ~ ~:- ~'?- l__ 1---- L___ l---\ll---- l__/_ L_ L_ L_ I. . : I I I I I, I I I I I (C I .,~ . . --- L - ---- L___ L___ v-\-I L____ Ll-- L.__ L____ L-f L ~ ~ - I - l__ l_ L w+- y_ 1__ l___ Lt- ~ ---. L --. L__ L.,_ L---J LJ-- L-.fl_~~:~.____ l~~'~{__ L 2--- L -~ l__. L l__llL_ l Y l___NL~._H!B(~~___ <=--- 1 - L_ 1---- lL LliE~~~JNcbtJ-t~- L f -_l_ LAB 9,..ok- D_ 7 ~_l_ .. -,. - OFF E /DL G./,_ L___ I I I I I I II I I 1 I l ---, L ---- L --- 41 ') 2 4 IS. F. L___.._ t --. L___, - I I I'Lf I \)' I -- J -- L - Fj.1. ~ 8. 1 5 L_ ---- L___ --- ~-- L__ It--./L-- 4- 1__ 1_- l___/ t\_ l__ L ;~ I - ~---l-j ~- lUf- i-_2~~ !---i--- L - ~--/ ~-Ill- ~ L-_1/_ ~- 0- --.- l____ L_.__ l___.__ L____ L___ L_._ L____ L___. L_,_ ,___~ L_ -- 1_ L! ~- b~ l__ L_ 1__ /-- ~-- L_ t ------ l__-ll-k,- L__l_l,l__ l__ l_l_ I II!' 48_d i ~._,.~. ~- -_. ......-- - - ~ - ~. ~_ 1.....-_ _l___/l--/__ L_ ,--- I__l__ LJ-l_- 1__ 1__ l_ - L-/l-l_ L-/ L 1__- 1__ V---l_-l- L__ -- L L ~T ~k~L L)_ i_ L""2J,o- I ~ I I. 28.11 I I ,"" ~O' - ") '. o ~ OJ OG ~ ~ EX. DOUBLE YELLOW LINES TO REMAIN EX. 2' STOP BAR TO REMA!N , NOTE: ALL LANDSCAPE AREAS SHALL BE 100% IRRIGATED WITH AN AUTOMATIC IRRIGATION SYSTEM INCLUDING AUTOMATIC SHUT-OFF FUNCTION, SEE SHEET C1.2 FOR ADDITIONAL INFORMATION. V /7/1 PARKING LOT INTERIOR LANDSCAPE AREAS \. " " '\ , , ~ ~ ~ <'-::t.: <<' " SYMBOLS LEGEND EB MONITCJR WELL o UTILITY' BOX ~ WA TER BOX "* POWER POLE o SANITARY MAN HOLE + 26,5 PROPOSED SPOT ELEVA TION ;\ fi" EXISTING SPOT ELEVA TION , ~ " Q EXISTING SPRINKLER HEAD (TYP,) , / , ~ txi0 (0' "" / ,-*- , , EXISTING STOP SIGN AND NO RIGHT TURN TO REMAIN "" , , , " EX/STING ASPHAL T "" , SAW CUT EDGE OF EXIST. PAVEMENT '" " , , EX. DAHOON HOllY TO REMAIN EX. JUNIPER fl TO REMAIN II , ''o..-..f ~ ~', ,..", ~ ~ WHEEL) STOP tr (TYP, , , , ,..... . ll.. O'l ~ '-' - , N W ~BURNUM HEDGE \ SEE DETAllfX/ST. ASPHAL T PARKING SHEET C6.1 EX. DOUBLE 4 YELLOW LINES TO REMAIN , ~~ <(;. (lJ , RELOCATEO\4" LIVE OAK ..... 0 0 C\J C\J 0 0 ("I") .q ~ ...... lO ..... L ro ::E -H L Li- en 3: u Q,l +-' 'H c.n - l!l '<;f 0 0 - 0 0 0 C\J - UJ +-> u Q.l ....-, 0 L a.. - Vl en c: .H 3: ro L 0 NEW VIBURNUM n HEDGE U \ 20~' L. t 0~ n'{)' \~ <J. 4 5'~, <J 4 L\ EX. INLET TO REMAIN EX. 2' STOP BA EXISTING TO REMAIN STOP SIGN AND NO RIGHT TURN SIGN TO REMAIN 0~ :\. 0- i0 63 4 28 D~ z =~ 2 00 to- CP'f . ~" to- ~z elIC ~- o _It A. ~~ ~ I'4A Z Oz . ..- ... tii elIC X t to- .e ... . o.Z ~~ '" .. ".. . . = to- MZ Z ~ .., ~.:.i ~ -- z ~. o s~ It .:. - ~ > z CO w 0 .- 0. M . I IW\ ~ " A~ .. Z ~= i 0.. Z itA · m; CD ~ zo a "Et z at ~ j ~m z.- . ~: .. ~It - 'lilt" ~ o~ " MU NES Comm.: 0045 I Drawn By: N.W.M. I I Checked By: K.H.R. I o DESIGN/DEVELOPMENT 18I PERMITTING & BIDDING o CONSTRUCTION DOCUMENTS C) Z Z - :5 c ..... a.. - =- w aQ A- ct W U (.) (/) - L&. Q Ll- Z 0 :5 >< CD an t-- ......... OtLi~ z LL.w~ :5 Co::Q ....- ... U) ~ "- c:r: .......1 W 0:::..... Z:;) .. I- 08ffi - (I) It)~ Cc;;~ .... - .~D::: > ~~~ - C ~...I U CbU 20 ------------------ ---1------------------------ J,~ EXISTING 15" RCP STORM SEWER PROPOSED VIBURNUM HEDGE (TYP. ) ------- WEST 173.08'(M) SILT FENCE 21 CURB/GUTTER EXIST. LIVE OAK TO REMAIN EXIST. 30"RCP WATER - - - - - - - 10 0 s 10 THIS DRAWING' IS AN INSTRUMENT:OF SERVICE AND SHAll REMAIN THE PROPERTY Of THE ENGINEER, AND SHAll.t.lQT .BE REP'R6l>uq:~"'P,lJBUSHED OR USED IN Nf( WAY WITHOUT THE CONSENT Of.JtHr;-~tnR.: ."'/.:' .'. ,,< ~COPYRIGHT 2000 NOT PUBlISHED t;,r"~}~ . /"J;..... -;t'l':~ "~.' ...:J........ ,",., . ''7'1. _.~"1.':'~~~!fll.1~f.... ',;.. " "",-:, " .y . . .;....'-z" c("f\ ; '~;.:.. .l:~~ J ~~S<; ':~. ~ .~ ~" " . ,~",. '<:',,,, -." ,~;: T8M = 27.34 CHESTNUT STREET 0- CENTERLINE 60' R/W .y C3.1 .--_.._.._--_._-~-----~--~---_...._-- -_.------ - "-~---_._- - .~ z ;t~ 2 00 .. , '-! .. ~" .. ~z ~ ~- o -~ A. .-.. a ~ ""a z ez .. .. - ... tii ~ x~ .. :!@ . ~z ~\I .. calli "" .. 1'41- .= .. ~z z ... ~.. ~ ... -- z ~.. 0 e~ ~ ... - ~ > ~ 00 0 . ~ . oM . 11I\ ~ " at-- .. z ~= i o~ z ~a . .. IS; it ::I: 0 a u~ z I .. .. z81 .. ..~ . ::>> ~ ~~ ~~ o~ oM \I LOOSE SOIL AND SEED TURF BLOCK / -. -::.J .... .. 3- 1 /2 to '. ~ EXIST. SURfACE NOTE: REMOVE SOIL WHERE TURF BLOCK IS TO BE INSTALLED. WET & COMPACT AREAS WITH A TAMPER OR VIBRATOR. SPREAD 2" CLEAN SILICA SAND AND SCREEN AS REQUIRED, SET BLOCK AND SEAT WITH TAMPER, FILL OPENINGS WITH SOIL AND SEED, SAW-CUT EXIST. EDGE OF PAVEMENT & BASE SILICA SAND P/L SEE PU.N . . .. ...., .." ..... . , iT?..gj-I,d-Jj' .~'!.:~n i~~n-;-.l.:iT~~~'I;i.:'::[i ;:.i.lri11~;':':::;Ti~~:n~':Y . '..q~;:( l>r"~ ,--, , ,_.. ,.-.;;:1, "j%u"..., ',-,~' ,-.-., , 1"'1' ,J...." ~-T ::;1' ''''::'i i 1;:;:1! f;':-j: F~ I :~,J ic-::-! i E1 i r::-~ i i'~3 i ,-=~! ~ " ,.J., , ~_'" ,-,1' ,"'" r.1J-'n-,'-'..! ,""'l, 1'.-' ".-.~, ""', ..... .l;- SECTION PUa SOO 1/2- BELOW P~ Fk GRADE PRIOR TO SODDING l"()S(TM; llfWNi<< (.; I t.IAX) l.IEET EX. POST OPTIONS: 2"x4" OR 2.5"DIAM. WOOD; 1.JJLBSlfT. MIN. STEEL FlLTER FABRIC IN CONFORMANCE WITH SEC. 985 F.D.O.T. SPECS. OR EQUAL EXIST. GROUND NEW SURfACE COMPACTED SOIL -I I · 6' MAX. EXIST. BASE NEW BASE NEW SUBBASE l & to J' " t.AIN. 18 B~~t~ TURF BLOCK DET AIL N.T.S, OOWP,tCfEI) GROUND PAVEMENT TRANSITION DETAL N.T.S. P/L SEE PU.N PlACE SOO 1/2- BELOW P"VENENT fIN. GRADE PRIOR 10 SOOOlNG POSl11'Yf: lllWw;( (4; 1 .....x) l.IEET EX. PRINCIPLE POST posmo~l ~ CANTED 20' TOWo'\KD FlOW PLACE SOD 1/2- BELOW PAVEMENT FIN, GRADE PRIOR TO SOODING ,--- POSITIVE DRAINAGE FILTER FABRIC EXIST. GROUND NES Comm.: 0045 Drawn By: N.W.M. Checked By: K.H.R. OOWP,tCfEI) GROUND III GROUND TRANSITION AT THE PROPERTY LN: COMPACTED GROUND 1'll.S. SL T BARRIER DET AL N.T.S. PLACEMENT OF SOD AT PAVEMENT N.T.S. PlACE CONe. SlAB /WMJ< 4- BELOW FLOOR [LEV. EXCEPT AT DOORS REJMIN fLUSH. EXPANSION JOINT SLOPE AT 1/4" PER FOOT 10: 1 MAX. SLOPE SOD CROWN SPRfAD 09/05/00 Issue Date: Revisions: No. Date 10103100 01/03101 01/18101 02128101 NEW BLDG. ROOF DRAIN 1-1/2" lYPE S-3 ASPHAlT 0 1/4- PER FT. MIN. EXCEPT AS NOTED 2- lYPE S-3 ASPHAlT 0 1/4- PER FT. MIN. EXCEPT AS NOTED NOTE: r\U. TREE ST,\KES ,\NO SUPPORT WIRES SHAlL BE RENOVEO r\FTER 1 COtolPt.ET! GROWING SEASON. Descri tion DRC SUBMISSION DRC SUBMISSION ORe COMMENTS CITY MEETING F'lN. GROUND FlLL GROUND AROUND BLDG. TO J- BELOW FlN. fLOOR ELEVATION & SOD MAX, SLOPE 4; 1 MIN, SLOPE 2" Remove Dood and Injured TW!9s, Trim No I...eoden, Retain Noturol Shope. 3/.- - 2 ply Reinforcod Ru~ or P1Qatio Ho.. Whit. Slneyor'. Togging Tope, 0 I..Oi1gth 3 - 12 G<I~. Golvonized Wires ~od 120 7\round TI'M aM Silt 1<t " .5' An<,jl. Wrth 3- , 68 Duckbill Anchori Or Equal R_. otter one \II'Owin9 HOaon. Wound To form Saucer 3- lofinimum Wulch Loyer Remove But10p from Around Top Of Boll Plontl"9 SolI lttIxture I I UTIUlY (i.e. SANITARY SEWER, WATtR SERVICE, FIRE LINE OR STOR'" DRAIN) BY SITE CONTRACTOR TO 5' fRO... BlOG. 6" UMEROCK BASE F.D.O.T. CERTIFIED. 100 LB.R. AND COMPACTED TO 98" MAX. DENSllY 12- SUBBASE COMPACTED TO 95" MAX. DENSIlY PER MSHTO T-180 :: ::\... 10- L1MEROCK BASE ~ F.D.O.T. CERTIFlED COMPACTED TO 98" MAX. DENSI1Y 12" SUBBASE STABIUZED TO 40 L.B.R. AND COMPACTED TO 98" MAX. DENSI1Y 3" Minimum "'ulch NOTES: 1. PROV1OE ~'x~'x.- 1HICK CONe. SUB o ALL 00tERGEHCY [)(J1S. 2. CONfORW TO H!J(N[ DETAIl FOR ~ING WAU<$ "1 THE BlOGS. .iJ. "'_' 3- Soil Soucer . i: '~~fF.:::; il:> i r-:? i . :~,'.;;' :1':""'" . Remove Container ~11 :--::,: ~";~ ' From Rootboll . :1,:,::::'1;:c , --., Planting Soil Mixture Existing Soil UT1J1Y ~ ~' or fll.DG. BY' PW.IBIHG CON'I1V.CTOR. fIW. OOHHEC1lON 81 PLUloUNG COlofTRICOR utUSS OTHERWISE COOflIlIWJEl) 81 THE a.c. PLA~ENT OF CONCRETE SLAB AT ALL BUILDINGS N_T.S. GROUND PREPARATION AT ALL BULDINGS N.T.S. ON SITE NEW PARKING & DRIVEWAY SECTION N.T.S. SKlUB PLANTNG DET AL N.T.S. UTLlTY CONNECTION AT ALL BlJILDN3S N.T.S. R_O.W. DRIVEWAY SECTION N.T.S. Provide 0 minimum 5'x10' unobstructod plantit\9 area fL t.AEDIUU BROOM FlNISH CONe. WMJ< r FlNISH GRADE TO 1- BELOW EDGE OF WAlK ~ VARIES (SEE PUIN) ~ I- SOD -I' SLOPE 1/'- PER FOOT i ~ SOD -I 1111= 11I1==f.~ ;,",;.' 14 -~" ~;,;~; ~ 11=:=111 - 1111~11I= 111,1. - "-- COMPACTED FlLL OR UNDISTURBED SOIL TREE STAKWG & Pl.AtlmG DETAL N.T,S. o DESIGN/DEVELOPMENT B PERMlnlNG & BIDDING o CONSTRUCTION DOCUMENTS U.S FOUNDRY 7623 COVER TO BE MARKED "SEWER ClEANOUT- NEW SURFACE (SEE NOTES 1 & 2) IRON BODY FERRULE WITH BRASS SCREW PLUG JONES PlUMB. CO, T466CSK 6. PVC For Cabbage Palms: All Trunks to be Smooth ond All Burn Marks Brushed Away For Washington Palms: Leave 011 boots on trunk For Cabboge Palm Installation: Trim All Fronds at Time of Diggill9 and Planti09 For Washington Palm Installation: Leave inside row of fronds Tie up with biodec;jradoble twine EXIST. SURFACE 8" MIN. CONC. ENCASEt.AENT 6" PVC 1/12 BEND C!) Z - C ...I - ::) CO w (.) - LL. LL. o >< ~ Ol-~ La.. w <c We Co::- 1-0:: .....I U) 0 ....... ........ ...... ~..... zg~ O(,.)w It)~ QC;;~ .~~ 0:: or-:i C ........ <>>(,.) I. VARIES ..! 20 Layers Burlap Pad at Support Contact - No Noils in tree Wood REPAIR OF PAVEMENT NOTES: 1. ASPHALTIC CONCRETE PAVEMENT SHAlL BE MECHANICALLY SAWED AND ALl SURFACES TACK COATED. 2. SURfACE TO BE CONSISTENT WITH EXISTING SURFACE AND ltIICKNESS; WITH MIN. Of 1-1/2- ASPHAlT F.D.O.T. lYPE S-3. 3. BASE MATERIAL SHALL BE PLACED IN 6- COMPACTED LA.YERS TO 98" OF MAX1MUt.A DENSIlY AS DETERMINED BY MSHlO T -180 !JIB REPORTS ARE REQUIRED. 4. BACKFh FOR TRENCH SHALL BE PLACED IN 12- COMPACTED LAYERS TO 100" Of MAXIt.AUM DENSITY AS DETERt.AINED BY MSHTO T-99, LAB REPORTS ARE REQUIRED. .... -.C Ot 'j :c "'" c: ~ NOTE: PROVIDE 1/4" CONTROL JOINTS o 4'O.C., S' O.C., 8' O.C., OR 12' O.C. & 1/2- BITUt.AINOUS EXPANSION JOINTS o 40' O.C. FOR 4' SIDEWALKS, 50' O.C. FOR 5' OR GREATER. Wire rle WHEN SIOEWALK IS TO BE ROotOVED at/OR NEW SIOEWALl< IS TO BE ADDED, IT IS TO BE RDI<MO TO THE NEAREST EXPANSION JOINT. 6" WYE ....... ,&, :J;]r,.,', ' . 4 .' PLUG . " t 2" x 4" Brace (Yellow Pine) Space Three at 120 Typical ~ .. i <3 2" x 4' Stake (Yellow Pine) Three Feet Lon9 SANITARY SEWER CLEAN-OUT DET AL N.T.S. 6"x4- REDUCER (IF REQUIRED) CONCRETE WALK DETAL N.T.S. REPAR OF PAVEMENT CUTS N.T.S. Soucer Rim Finish Grade j........_. _,... .. ,JT'i'\) 1----1. 11,----.., I i'--': ; I.. ,- -..-" I j ,-- -..-1 f ! .~._- ~ I ~ ~. -i ! i-----: I :-----1 ! I.--~-' -, I I..... i '---'''1 I ----.. '. i J.1_~"'; -1"'(~~=i]lJ.~+lrU~ 1 !,,~~--~,! ! )~r~7" I. . I I ~ -..\ il r::::: i \: ::::'11 i , l ..._..~ l i ). .1~[U*LTiill:,~"illTln~:~D} I J~:.;:; lJ.!_---..:;-;LL!_:,=7dJ~::,:;:LjJ:':::~ LLl~;::~lu.;:-:::~. 3 t.Ainimum t.Aulch Rootboll, 16' Minimum Radius From Trunk U) -I - i! w c w t- - U) -I - > - (.) Washed-In and Tamped Planting Soil Mixture Existing Soil ....... o o ('\J -q- In PALM Sf AKING & PLANTING DEl AIL N.T.S. ....... -q- ~ ....... 1-1/2"R EACH PARKING SPACE SHALL BE CONSPICUOUSLY STRIPED IN BLUE AND WHITE PAINT, AND SHALL BE POSTED AND MAINTAINED WITH A PERMANENT, ABOVE- GRADE SIGN BEARING THE INTERNATIONAl SYMBOL OF ACCESSIBILUlY AND THE CAPTION "PARKING BY DISABLED PERt.AIT ONlY-. SUCH SIGNS SHALL NOT BE OBSCURED BY A VEHICLE PARKED IN THE SPACE. ALL HANDICAPPED PARKING SPACES t.AUST BE SIGNED & MARKED IN ACCORDANCE WITH THE STANDARDS ADOPTED BY THE DEPARTMENT OF TRANSPORTATION AND A.DA CD ....... BLUE BACKGROUND L C1J % GALVANIZED METAL SIGN POST WITH 3/8" HOLES DRILLED ON ,- CENTERS -,-1 L I.J... SIGN SPECFlCATIONS 1. 18-x12- LOGO SIGN 2. 2 SIGN COMBINATION REFLECTIVE SHEETING 3. LrnERS TO BE 1" HIGH SERIES "C- 4. SIGN TO BE MADE OF ALUMINUM S. POST TO BE MADE OF GALVANIZED STElL (SEE DETAIL) 6. SIGNAGE PER A.D.A. REQUIREMENTS t 0:) - PARKNl8Y DISABLED PERMT ON.Y 01 3 'C (/) ...J t-i ~ I- W o /" tn 'q" o o /" o o o ('\J /" U) +oJ U (l) o L ~ /" U) 01 c:: ,,-1 ~ C1J L o ./ i-- 1" SERIES "C- LETTERS 1/2" BLACK BORDER 1.5" 1- 1" 1" 1.5" FlNISHED GROUND WHITE BACKGROUND ~. ~. '>t THIS DRAWING IS ANINSTRUNENT CE SERVICE AM) SHALL RELWN THE PROPERl'Y OF THE EHOOEER, ,fH) SHALL ~~ED.,PU8USHED OR USED IN Nff WA'f WllliOUT niE CO(>lSENT CE lliE' u~. . . , ' , . ,.. @COPYRIGHT 2000 NOT PUBUSHEO '1:.:ii':::,1~.' 'illi:",-.. _'~;;" <!'" /... \. to . . . t _.... ;/ . .~ ';, '" T""?(., I..... .' "- '(\.\ )}- If'" (; ~",.c, v?2~4.>"',-A- :::)'1;.'-...;,~.J?+;::; ~..~."1 4.. C. ,?>' -:-" /;'~:'{;'- ~ f~:;,,~~~{.I"'~Jif~. ". ( J,~i',i f/' ~..<'~:? . '~. 31;~.-' -~,', \. ':;:-~~..~<: -' ,.' -, ' . )'i'-\~~' i /C~ v1'1..... .. : ,', "LVV'lc) f .. J.. /oJ:.-" _ ,.J~~~. I' J~, ROUSH 1t33366 COPIES- ~. :nlES6 . p~ ARE NOT VAUD UNLES" EMOOSSE(}- Willi THE SIGNING ENGINEER'S SEJ 3000 PSI CONC. $250 FN: F.s. 318.14 t -t N WHITE t BACKGROUND lO C6.1 '.... " \12- 3" 6- FlP-M SYMBOL SHALL BE 5 FT. HIGH & WHITE PAINT COLOR HANDICAP PARKING SIGN DETAL N.T.S. HAN:>ICAPPED PAVEMENT SYMBOL N.T.S. SIGN POST OE'- \L N.T.S. f{ DeAP PARKING SlAP' 2 DETAL N.T.S. r o I 00 v 44' -0" 44'-0" - ~ f- - - II ~ - - ~ ~ I " / I I , V I I , / I I \. / I I / " I r I / \. I 0 I / , I 1 Fk/ " I ~ ~ (0 ~ ~ .- r 0 I-- -- - - I ~v N ~ - -f- - - - -- ~ I , / I , / I " / I r I " / I 0 ... I V , I (0 I V , I .- / " I / V " , I ,(l ~ - " ~ - / " -. EXISTING OFFICE ~ r 0 I .v ~ I-- - - - ~ ~ I-- - - - ~ N a.. a >- I " / I 1 I " / I l- I " V I (0 I " / I r ..- 0 I V " I I V , I 1 I / , I I / " I N ..- ~ )i: ;F( ~ f- - - - i- - - - /II II II I~- 88'-0" ~ I _t6..d4l.-" lIil'lRII"~. & r B;' Revisions Date Rev Per Client 3-16..Q1 cdb '- ~ :.; :':> .:.~: >; ~ ~:,;~ ~.~, <:,.~<< ,::\.~ ~,:~..:"" : ".: , ~: .. ::.' ::.:., :", '" .' of.... -r " " FALSE WINDOW " ,"'1 .. :. ~. . .', , 1 ~.:{ .., I I' I 1----' I i I '-"--1' -, i ,I ~.- :~~ ., . '" .: ~:..: . , \'. . "::.:~': ~ - ,- - .:' ':.: <~ .,,~. ....\. " '.' -. :", ~<3IDE ELEVATION SCALE: 118" = 11-0" I~ I. 12'-0. TYP J - <...> E c:: - ~ 30' -0" ~ ..c: :=l 0) ~~ -..t-J <...> c ~ ..... ,- N ~ -~ c coO)~ c Q)l()"'-c ~ ..c: CO >r--I'-;-c>> ~ a: <(\')No. l! <( (\')~(/) J ~co-.@) en ~ -0 r-- (/) ~ ~ ~.E: N'"""" ~or--(/) CO :6~ E J -0 r 0 ~ ::J L.. :r: 8 i 0 en o'su. I ~ :J (J) co ~ -fi ~ ':.t -0 l() ~ L.. CD N -C :S Ncoa,~ ~ c:: ...- G :J: g ! CO ..c L- ~ ~~o ~ ~ r--~ c:: i Q) Cl.. en 44' -0" EXISTING OFFICE ROOF: PLAN SCALE: 1/8" = 11-0" ROOF PLAN SCALE: 1/8" = 1'-0" SIT: PLA~, APPROVED 1 CAS # ,?~'7 t"'fJ- /Z -,!),(, CAS TYPEI2/Y srL?' . DRC DATE ~m. /CPf ;?eV'1 CDI DATE ---=- d SIG AT,URE ;:?AJ_~jE ~~) DAl /it11/ DrL1Lf.:L. > : ~' >: : .:':,: ' . , .. . '~: '.:'.: <' ~'<':'<.,/':' ~':. '\'.: ',;, ~ '.:~ .;' <, \'~' ':<: ;.~:': ~-~:. ~:~:" .,....:=,:.,~,~.:I. ~.: ::",>'>\,:'.:/ ::'~:~."~.;~ ::> :;::, ~:<~ :: :>:.:::,:),:':.~. lITH ;" If" =d" ; I .~ :. ! I. I' L -I,.. :.,' ! I , . . " ~' I .. + '\' .- r '. 0 -.:, 1 .' N .~ .... .' . ..... .. I~ rf'j1'[-'fm1 ; ,~ ~'4 _J ,.' I I \ 1 ,. /",1 r -. r" i :.: "'., J, .....,' f....{I..J ,__ : ',j : I I . . 't-4 r~' - ~ '. _ L " y- . j '~ :, :, :~ ;::~~}!,:,,!:';.':';:'i';> '. : 1 + . o .1 N l ':.::.:'.:';',~.'::.,:;: ~.~:';; '.': .;:~ .:.:) ':;.':'.:~>.'; <~. "::::~:: ~~,'.~ ';,"" ~::':',>;.:~ ,';;> ,:. :;;:; 'c; ~,~,>~::,;: . :. llJljj . I - - _m -. .... I FALSE WINDOW TYP-OF 2 .. .;, 1- " : I. , . ". . SIDE ELEVATION SCALE: 1/8" = 11-0" tkJ1 FRONT ELEVATION SCALE: 1/8" = 1'-0" fRONT ELEVATION SCALE: 1/8" = 11-0" CD to r--.. ~) ('t) u. <( u. 0 o fu~ I I~'~ >< I~ ," OJ- u.~ 110 0:: ~~ o my w () 0::' '. . 44'-0"+- EXISTING OFFICE J - RAMP .. ' .....,. . . ;, i "" - I I I I I 'j I I + r o { :: ..;>>>< ~ <~~\:,.. >::.. L . .'. I.....\~~ ..... .,,' . .. '. ~..T.';: -- , ,---- :~: :.j.:': -- I ' "',',l':' i ..,. 1 ~~. I '[ i ;~ 'O{ ~ \', . ""' TOWER VENT z o - ~ > W ....J W ~ ,":, .' z :5 a.. w u - u. u.. o I + r o I N l 1 + r o 1 N .- ,. : ..,1 _J . -l- ,L " ,. .. " .. '. , '. :-... , " , .' ,'. . : ,. , : " , " , . ":, .. '~':~.i'.~::'\i, .':~.:' :~:",. :~.'.; ';:?\~'~.;:::~..;' ---m----'--:' I I . T'~ I , I . :.'::. :::\ >:<:',: ,';:.~ i::..:::.~./~~~.;<:< :.<. ..' . .... . .: .:" ;<- .. '. . , '.. ..' r '" Drawn RTS/cdb Check SJS Date FEB, 9, 2001 Scale AS NOTED '-- Job No ~ .'. ",". ~ :. ,I "If ,i \';. :"..... '. .... .....~. . , ' Of'. , 44'-0"+- EXISTING OFFICE J ,.' '. . I. FALSE WINDOW TYP-OF 2 W~1 REAR ELEVATION SCALE: 1/8" = 11-0" REAR ELEVATION SCALE: 1/8" = 11-0" Sheet: rr~l~~,-,.'-.--[',:r,.. !.;--"(-.-,'i,1~~,"',(.~,T,,',,.'. ',r,.', I..,'"., ii,''-,'>'I,I."~,'.;,-, "'T"" :'\,') III.UI-'~:\~'~':;>:: l.' I'f..'!, "i I: I,~ I ''1'1 I ' . L., ji i j,i V '"l ~ I' 2n01 : ",' .. l: l\1 r.h I.. _OJ ' - .-.1 L._._.,.. PL..t~J,:- ~~~~~".L A1.1 .~ lU! "'r~VIblt(. ~... o o N ~ o c'<i ..... -<i ..... en o C- O <( c: o z 01 3: '0 (]) .+-J .rl CJ) - t.O ~ C o - o o <::> \ ...... U1 .+-J U (]) o C- o.. - U1 01 c: ...... 3: ro C- O LEGAL DESCRIPTION THAT PART Of LOTS 17, 18, 19 AND 20, LESS THE WEST 25 fEET THEREOf, LYING SOUTHERLT Of COURT STREET EXTENSION AS SHOWN ON PLAT ATTACHED TO CLERKS INSTRUMENT NO. 979084, BLOCK "C", COACHMAN HEIGHTS, ACCORDING TO THE MAP OR PLAT THEREOf, AS RECORDED IN PLAT BOOK 20, PAGE 26, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, flORIDA, AND THE WEST 25 FEET Of THAT PART Of LOTS 16, 17, 18, 19 AND 20, BLOCK "C", COACHMAV HEIGHTS, RECORDED IN PLAT BOOK 20, PAGE 26, PUBLIC RECORDS Of PINELLAS COUNTY, fLORIDA, LYING SOUTH OF COURT STREET EXTENSION AND NORTH OF CHESTNUT STREET, SAID PROPERTY DESCRIBED AS FOLLOWS: BEGIN AT A POINT IN THE WEST BOUNDARY Of SAID LOT 16 WHERE THE SAME INTERSECTS THE SOUTH BOUDARY OF COURT EXTENSION, FOR A POINT OF BEGINNING; AND FROM THE POINT OF BEGINNING, THUS ESTABLISHED RUN THENCE SOUTH ALONG THE WEST BOUNDARIES OF SAID LOTS 16, 17, 18, 19, AND 20, A DISTANCE Of 192,98 FEET, MORE OR LESS,L TO THE SOUTHWEST CORNER OF SAID LOT 20; THENCE EAST ALONG THE SOUTH BOUNuARY Of SAID LOT 20, 25.00 FEET; THENCE NORTH ALONG A LINE PARALLEL TO THE WEST BOUNDARY Of SAID LOTS 20, 19, 18, 17, AND 16, A DISTANCE OF 161.76 FEET MORE OR LESS TO THE SOUTH BOUNDARY OF SAID COURT STREET EXTENSION 40,32 FEET, MORE OR LESS TO THE ESTABLISHED POINT Of BEGINNING, FtOOD ZONE INFORMATION \. THE ABO~ DESCRIBED PROPERTY APPEARS TO LIE WITHIN fLOOD ZONE X '\.fER FLOOD INSURANCE RATE MAP 125096 0015 0 MAP REVISED~ 08-19-91 \. ~ \. ~ \. ~ TBM 25.35 REMOVE ASPHALT AND BASE. ADD SUITABLE Fill, COMPACT TO MIN. 98% T -'80 AND SOD. \ \ \ \ \ \ \ \ I /\ I EX, OVERHEAD WIRE \\[ ~ ;" 1\ (V \ >- ~6 ~ \1-=:. '<--- V; \n "'- --- ~OJ Cs6~ \ ~ \. ~ \. ~ \. ~ \. /\ 00 '\. .p \00 ~\.~ ~"'~ \.1\~ ~ (Ie.. ~ ClG.. ~ -p \. '" \ 1 &' \ \ \ 'i' \ ~ ~ C\j OJ .... it I EXIST. MODULAR ~ ~ UNIT TO BE ~ RELOCATED ~ ~ ~ iI (V~. 1 ~ ~ ?>. ~ <" r EXISTINC \5. RCP '\ ~- ,~. ,,~ EX, ~AK TO 4 ~ BE RELOCA EX, HEDGE TO BE RELOCATED OR REMOVED SAW CUT EXIST PAVEMENT EX. UTILITY BOX EXIST. ASPHALT PARKING TO BE RELOCATED ,;-t~ \ \ \ 20~' ~ ~ L. REMOVE AS >+- EX. SlQN TO lolOOnD () ----- lOi ,~- ~. o~ ", '\~ ". - - - K ~~~~ ~~ - - - - - - - - - - -~~~~~~~~ -~::~:;08'(M) - - -- --~----------~~~~-- 2' CURB/GUTTER TBM .=: 27.34 -8- CENTERLINE 60' R/W EXISTING CONDITIONS AND DEMOLITION SITE PLAN \. ~ " ~ " ~ ,,>'" .;fr' ci' .;fr' SECTION 15 , TOWNSHIP 29 S, RANGE 15 E CITY OF CLEARWATER PINElLAS COUNTY, FLORIDA * .-tf >i- ' .Jr :1,1:- i Jj : " ..tl l... -.- "-q~-= \. ---) ) -. -:-~ It ::-~~i [ '-: I IT"(,l" , J- i[., SYMBOLS LEGEND EB MONITOR WELL D UTILITY BOX ~ WATER BOX *' POWER POLE o SANITARY MAN HOLE PROPOSED SPOT ELEVA TlON rO~ EXISTING SPOT ELEVATION ~ Q EXISTING SPRINKLER HEAD (TYP.) i SITE DATA -...., EXISTING (E) PROPOSED (P) TOTAL (E+P) REI;UIRED ZONING: 0 0 0 0 -,-, LAND USE: COMMERCIAL COMMERCIAL COMMERCIAL COMMERCIAL USAGE: OrrlCE OffiCE OffiCE --- 15,648 S.F, 15,648 S,F. 15,648 S.F, LOT AREA: 0,36 ACRES 0,36 ACRES 0.36 ACRES 20,000 MIN BUILDING COVERAGE: 1,757 S.F, 3,180 S,F, 4,937 S,F. (S.F, '" " OF GROSS SITE) 11,2" 20" 31,6" --- GROSS FLOOR AREA (S.F.): 1,757 S.F, 3,180 S,F, 4,937 S.F, F,A,R.: 0,112 0.204 0.316 --- FRONT: 25.9' 17.0' 17,0' N/A SETBACKS: SIDE: .U.O' 16.9' 16.9' N/A REAR: 29.9' 2,0' 2,0' N/A HEIGHT: 12' 25' 25' 30'-50' (MAX.) PAVED VEHICULAR USE AREA: (V.U,A,) 3,741 S.F. 106 S.F, (1) 3-,847 S.F. --- IMPERVIOUS SURFACE RATIO: 6,509 S.F, 2,477 S.F. 8,986 S.F. (I,S.R,) 0,42 0,16 0.57 --- OPEN SPACE: 9,139 S.F. -2,477 S.F, 6,,662 S.F', (S.F. '" " OF GROSS SITE) 58,4" -15.8" 42,6" --- PARKING LOT INTERIOR LANDSCAPING: 657 S,F'. -269 S.F, 388 S.F. 385 S,F. (S.F', '" " OF V,U.A,) 17,6" 1 O. '" 10" PARKING: 7 5 12 4-13 PARKING CALCULATIONS: 1-3 SPACES PER 1,000 S.F, OF G,F,A, (1) 809 S,F, NEW TURF BLOCK X 55" IMPERVIOUS 4,224 NEW OFFICE = 445 S,F, - 339 S.F, EXISTING ASPHALT REMOVED 12 SPACES PROVIDED = 2,84 SPACES PER 1000 G,F.A, = 106 S,F, PROPOSED ,.. ~ INDEX OF SHEETS C~a~ CO'WDIl ~nr[g [Q)til 'ir til tillM[Q) ~~D~1FDlM~ ~@IMfQ)D1Fn@[M~ &lMlQ) fQ)~lM1@I1.D1JD@lM !P>!btillM ~~a~ ~OWmll~ $n1r~ $[P)~~DlFD~~ 1rU@~$ (C~,,~ ~OWO[b $O"irrg L9>l6&~ ~~,,~ ~OWOI1, $O"irrg @rg'ir&OI1.$ [b ~a ~ l6~[M@$~&L9>[g $D"ir[g L9>lL&WJ ... ~ J ~ ;~ ... , "! oil( ~\J ... _z ~ ...- Q ~~ ~ ---~ z S~ .. .. - c: )C~ ... ~@ . o.Z ... =~ .c ~ .,. ... M &III Z .... Z .,.. ~.:.i ~ ~- ---.c z M~ o b. ~ III - > ~ ~ I .~ ~ 00 o I> I'lI\ . '^ ~ \J Q--- Z .c~ Z 0.. z C=Q :t &i2 A. xO t\ u~ zS.. .. z~ ... ... l- . ::;) ~ ~~ ~ ~.c :;. 0::1 v MV . .. I) ,'." , ;!1 , I' \.~, \~ t ' 'f' ~ ~ f '\ II j " I ,', i if' ! ,~ WI ! \l:" ~ u: I~ l\! '\; .J",;, \ "'i~ (l'~ I; ~~" 1# ,< ~ , ~ ..~l >r't ~' S)$c"" ,l,~ :) '. ~'\ .y pJi! 't ~; ~ :fill. I lIt ~ t ~'i" :~1,1~"v'~~ '<' I ,! I '" - ,1 ' '"1' ,'iJ;\ ~ ~lld.,.,ifll.!- W": ,l<,~ lolYJ. t." 1'.1~ "'.,,\~t . ~1}h' NES Comm.: 0045 I Drawn By: N.W.M. I Checked By: K.H,R. 09/05/00 D DESIGNJDEVELOPMENT ~ PERMlnlNG & BIDDING D CONSTRUCTION DOCUMENTS '-" Z - C -I - :=J ~ w (.) - ...... PJ.. 0 >< CD ~ 0 ('I) "'('1) LL.. Wee We Q a=_ 1-0:: -' (1)0 <( ~ii Z :::) ... 00::: 0 (.)W 11)1- C ...~ . Q)~ c::: ~~ c ~ ...J (7)(.) z ::5 0.. Z o - I- - ....J o :s w Q ........ U) z o - I- - C Z o (..) C) z - ..... (I) ~ SCALE. 19.20' ........ :! <( Q w I- - U) ....J s: - (.) 20 o 10 20 40 C1.1 ...... o o N (T1 (T1 c\j r11 ~ ...... to ...... c... ra ::E .rl e- Ll... 0'1 :;c U a: l.LJ ::> o u ,/ l.C1 -q o o ,/ o o o N ,/ ([) ..... U il.l ~ o c... D.. ,/ ([) 0'1 C rl :;c (tJ i= ---~_._.. --.----.- -~_._.~.~ -------------- ----..------....----.-.---..------.-..--..-- GENERAL NOTES AND SPECIFICATIONS 1. ALL DESIGN AND CONSTRUCTION OF THIS PROJECT SHALL CONFORM TO THE CllY OF CLEARWATER AND SWFWMD STANDARDS, SPECIFICATIONS, LAND DEVELOPMENT, ZONING AND/OR RELATED ORDINANCES. 2. ALL ELEVATIONS ARE REfERENCED fROM NATIONAL GEODETIC VERTICAL DATUM, 1929. 3. THE CONTRACTOR SHALL NOTIFY ALL UTILllY COMPANIES AT LEAST 48 HOURS PRIOR TO THE START OF CONSTRUCTION. CONTRACTOR SHALL "CALL SUNSHINE" 1-800-432-4770 A MINIMUM OF 2 DAYS AND A MAXIMUM OF 5 DAYS PRIOR TO THE START OF CONSTRUCTION. 4. ALL UNDERGROUND UTILITIES MUST BE INSTALLED BEfORE BASE AND WEARING SURfACE ARE CONSTRUCTED. LOCATION OF EXISTING UTILITIES ARE APPROXIMATE. CONTRACTOR SHALL CONFORM TO THE INTENT OF THE PLAN. ANY REQUIRED CHANGES OR ADJUSTMENTS SHALL BE APPROVED BY THE ENGINEER BEfORE INSTALLATION. 5. IT IS THE RESPONSIBILllY OF THE CONTRACTOR TO USE WHATEVER MEANS NECESSARY TO CONTROL AND PREVENT EROSION AND TRANS- PORT OF SEDIMENT TO SURFACE DRAINS AND TO DITCHES OfFSITE DURING CONSTRUCTION. SEE EROSION AND SILTATION CONTROL NOTES fOR ADDITIONAL INFORMATION. 6. ALL PIPE LENGTHS ARE PLUS OR MINUS. PIPE MEASUREMENTS ARE CENTER TO CENTER OF STRUCTURES OR FITTINGS. PIPE MEASURE- MENTS FOR MITERED END SECTIONS ARE TO END OF PIPE. 7. EXISTING PAVEMENT SHALL BE SAW-CUT AS SHOWN ON DETAIL WHERE NEW PAVEMENT IS TO BE ADDED OR EXISTING PAVEMENT TO BE ELIMINATED. 8. PAVEMENT IN THE PROPERlY SHALL CONSIST OF 1-1/2" ASPHALT lYPE S-3 COMPACTED TO MIN. 95% THEORETICAL MAX. DENSllY, ON 6" L1MEROCK BASE LBR 100 AND COMPACTED TO 98% OF MAXIMUM DENSIlY, ON 12" SUB-BASE LBR 40 AND COMPACTED TO 98% OF MAXIMUM DENSllY PER MSHTO T -180. 9. PAVEMENT IN R.O.W. SHALL CONSIST OF 2" ASPHALT lYPE S-l COMPACTED TO MIN. 95% THEORETICAL MAX. DENSllY ON 8" L1MEROCK BASE LBR 100 AND COMPACTED TO 98% OF MAXIMUM DENSllY, ON 12" SUB-BASE STABILIZED TO 40 LBR AND COMPACTED TO 98% OF MAXIMUM DENSllY PER MSHTO T -180. 10. CONTRACTOR IS SOLELY RESPONSIBLE FOR CONSTRUCTION SAfElY. SPECIAL PRECAUTIONS MAY BE REQUIRED IN THE VICINITY' OF POWER LINES AND OTHER UTILITIES. 11. ALL CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSNE STRENGTH OF 3,400 PSI (28 DAY ACCEPTANCE STRENGTH) UNLESS OTHERWISE NOTED. 12. CONTRACTOR TO RESTORE ALL AREAS DISTURBED BY HIS OPERATION TO THEIR ORIGINAL OR BETTER CONDITION, 13. CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF ALL UTILllY CONNECTION POINTS PRIOR TO THE START OF CONSTRUC- TION AND SHALL IMMEDIATELY NOTIFY THE ENGINEER AND OWNER OF ANY DISCREPANCIES FOUND. 14. NEW WATER MAINS 4" AND LARGER SHALL BE PVC AND CONFORM TO AWWA C-900 STANDARDS, UNLESS OTHERWISE NOTED. NEW WATER MAINS SMALLER THAN 4" DIAMETER SHALL MEET THE REQUIREMENTS OF ASTM D2241 AND D1784, UNLESS OTHERWISE NOTED. ALL GATE VALVES TO BE RESILIENT SEAT. ALL WATER SYSTEM MODIFICATIONS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CllY OF CLEARWATER WATER SYSTEM STANDARDS AND SPECIFICATIONS. 15. REINFORCED CONCRETE PIPE IN THE PROPERlY SHALL CONFORM TO THE REQUIREMENTS OF ASTM C-76, CLASS III, WAlL "B" UNLESS OTHERWISE NOTED. 16. ADJUSTMENTS OF EXISTING 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. 17. ALL BACKFILL OVER ANY PIPE (STORM SEWER, SANITARY SEWER, OR WATERLINES) THAT IS INSTALLED UNDER ROADWAYS OR WITHIN THE EMBANKMENT OF THE ROADWAY, SHALL BE COMPACTED IN ACCORDANCE WITH F.D.O.T. STANDARD SPECIFICATIONS, SECTION 125-8.3, LATEST EDITION. 18, UNLESS NOTED OTHERWISE IN PLANS, SANITARY SEWER PIPES SHALL CONSIST OF POL'NINYL CHLORIDE PIPE (PVC) CONFORMING TO ASTM D-3034 AND 0-1784. THE PIPE SHALL BE SDR-35. JOINTS SHALL BE BELL AND SPIGOT AS PER ASTM D-3212, USING FACTORY INSTALLED FLEXIBLE ELASOMETRIC SEALS AS PER ASTM F-477. 19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TESTING ALL NEW SANITARY SEWER MAINS AND WATER MAINS IN ACCORDANCE WITH CURRENT STANDARDS OF THE CllY OF CLEARWATER AND PINELLAS COUNlY PUBLIC HEALTH UNIT. CONTRACTOR SHALL NOTIFY THE CllY OF CLEARWATER AND PINELLAS COUNlY PUBLIC HEALTH UNIT AND THE OWNER OR HIS AUTHORIZED REPRESENTATIVE AT LEAST 48 HOURS IN ADVANCE OF PERFORMING TESTS. 20. THE CONTRACTOR SHALL PROVIDE A CERTIFIED RECORD SURVEY, SIGNED AND SEALED BY A PROFESSIONAL LAND SURVEYOR. THE RECORD SURVEY SHALL SHOW FINAL GRADES FOR RETENTION BASIN(S), CONTROL STRUCTURE(S), INLETS & PIPES WITH TOP & BOTTOM ELEVATIONS AND INVERTS. LOCATIONS OF ALL NEW UTILITIES INCLUDING THE SANITARY SEWER AND WATER PIPING. THE CONTRACTOR SHALL PROVIDE TWO COPIES OF THE CERTIFIED RECORD SURVEY TO THE ENGINEER. THE AFOREMENTIONED RECORD SURVEY SHALL BE SUFFICIENT ENOUGH IN DETAIL TO BE ACCEPTABLE BY AGENCIES HAVING JURISDICTION THAT REQUIRE CERTIFICATION. 21. IN ADDITION TO THE RECORD SURVEY, THE CONTRACTOR SHALL FURNISH COPIES OF TEST RESULTS INDICATING ASPHALT THICKNESS AND DENSllY, L1MEROCK BASE LBR, THICKNESS AND COMPACTION TESTS, AND SUB-BASE COMPACTION. 22. SITE CLEARING/STRIPPING: THE INITIAL SITE PREPARATION SHALL CONSIST OF CLEARING THE VEGETATION WITH THEIR ROOT SYSTEM AND THEN STRIPPING THE SURFACE TOPSOIL TO STOCKPILES FOR REUSE. 23. AFTER STRIPPING AND ROUGH GRADING THE SITE, THE EXPOSED NEAR-SURFACE SOIL BENEATH THE CONSTRUCTION AREA, 12" MINIMUM, SHALL BE COMPACTED TO DENSITIES EQUIVALENT TO 95% OF MODIFIED PROCTOR, MAXIMUM DRY DENSllY (ASTM D-1557). 24. ALL SODDING, SEEDING AND MULCHING SHALL INCLUDE WATERING AND FERTILIZATION AND CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THESE AREAS UP TO AND INCLUDING THE INITIAL MOWING. 25. THE CONTRACTOR PERFORMING TRENCH EXCAVATION, IN EXCESS OF FIVE (5) FEET IN DEPTH, SHALL COMPLY WITH THE OCCUPATIONAL SAFETY' AND HEALTH ADMINISTRATION'S (OSHA) TRENCH EXCAVATION SAFETY' STANDARDS, 29 C.F.R., S,1926.650, SUBPART P, INCLUDING ALL SUBSEQUENT REVISIONS OR UPDATES TO THE STANDARDS AS ADOPTED BY THE DEPARTMENT OF LABOR AND EMPLOYMENT SECURllY (DLES). 25. ALL STORM STRUCTURES SHALL BE GROUTED TO THE INVERT ELEVATION(S) OF THE STORM PIPE(S). STORM PIPE SHALL BE SAW-CUT EVEN WITH THE STRUCTURE WALL(S). GROUT AROUND PIPES FOR WATER TIGHT AND SMOOTH FINISH. 26. ALL PVC STORM PIPES SHALL COMPLY WITH AWWA C-900. 27. CONTRACTOR TO COORDINATE THE POINTS OF CONNECTION OF THE UTILITIES WITH DIFFERENT SUBS. SITE CONTRACTOR TO CONSTRUCT THE UNDERGROUND INFRASTRUCTURES i.e. SANITARY SEWER. STORM SEWER, WATER LINES. FIRE LINES, ETC. TO 5' OUTSIDE OF THE BLDG(S). THE PLUMBING CONTRACTOR TO CONNECT AND MEET THE INVERT ELEVATIONS OF THE SAID UTILITIES. ANY UTILllY WORK PERFORMED WITHIN 5' OF THE BlDG, SHALL BE THE RESPONS/B/LllY OF THE PLUMBING CONTRACTOR, ALL WORK SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAl CODES, ORDINANCES AND REQUIREMENTS. 28. ALL SITE/CML WORK SHALL BE PERFORMED AND FINISHED IN A WORKMANLIKE MANNER TO COMPLETE SATISFACTION OF THE ENGINEER IN ACCORDANCE WITH THE BEST RECOGNIZED TRADE PRACTICES. 29. DEVIATIONS FROM THESE PLANS AND SPECIFICATIONS WITHOUT CONSENT OF THE ENGINEER MAY BE CAUSE FOR THE WORK TO BE UNACCEPTABLE. DEVIATiONS SHALL RECEIVE WRITTENI APPROVAL FROM THE ENGINEER BEFORE INSTALLATION. 30. ALL NECESSARY PERMITS AND LICENSES SHALL BE OBTAINED AND PAID BY THE CONTRACTOR. 31. SIGNS, BUFFER WALLS & FENCES ARE SUBJECT TO SEPARATE SUBMITTAl(S) AND PERMITTING. CONSTRUCTION IN R.O.W. NOTES 1. COMPACTION FOR PIPE BACKFILL SHALL COMPLY WITH AASHTO T-99 (100%) 2. ALL PROPOSED WORK MUST COMPLY WITH F.D.O.T. INDEX 700. 3. ALL RiGHT-OF-WAY INSTALLATIONS SHALL COMPLY WITH THE STATE OF FLORIDA UTILITIES ACCOMMODATIONS GUIDE, 4. ALL PROPOSED WORK SHALL COMPLY WITH CllY OF CLEARWATER DEVELOPMENT ORDINANCES AND MINIMUM TESTING FREQUENCY REQUIREMENTS. 5. SIGNS AND BARRICADES TO BE ACCORDING TO F.D.O.T. MANUAL OF SAFE PRACTICES; REFERENCE F.D.O.T, INDEXES 600 THRU 650 AND 17349 PER ROADWAY AND TRAFFIC DESIGN STANDARDS LATEST EDITION. A "MAINTENANCE OF TRAFFIC PLAN" SHALL BE SUBMITTED TO AND APPROVED BY CllY OF CLEARWATER TRAFFIC ENGINEERING PRIOR TO THE COMMENCEMENT OF CONSTRUCTION WHENEVER ONE OR MORE OF THE FOLLOWING CONDITIONS ARE MET: A. STREET IS CLOSED TO THRU TRAFFIC FOR PERIODS EXCEEDING 15 MINUTES. B ONE PHYSICAL LANE SUPPORTS TWO-WAY TRAFFIC MOVEMENT. C. TRAFFIC LANE(S) NORMALLY DESIGNED TO HANDLE MOVEMENT IN ONE DIRECTION ARE BEING RECHANNELLED TO ACCOMMODATE AN OPPOSING MOVEMENT. 6. SIDEWALKS ARE TO BE RECONSTRUCTED WITHIN THREE (3) DAYS AFTER REMOVAL AND SAFE PEDESTRIAN TRAFFIC IS TO BE MAINTAINED AT ALL TIMES. WHEN EXISTING SIDEWALK IS REMOVED. IT IS TO BE REMOVED TO THE NEAREST EXPANSION JOINT. 7. PLACE EXPANSION JOINTS WHERE 4" AND 6" SIDEWALKS ABUT AT DRIVEWAYS. 8. SAW-CUT EXISTING EDGE OF PAVEMENT PRIOR TO REMOVAL OF CURB. 9. DISTURBED AREA WITHIN THE RIGHT-OF-WAY SHALL BE COMPACTED TO 100% OF MAXIMUM DENSllY, RESTORED TO ORIGINAL CONDITIONS AND SODDED. SURFACE WATER SYSTEM REQUIREMENTS DRAINAGE NOTES 1. THE RETENTION AREA SHALL BE ROUGH GRADED PRIOR TO CON- STRUCTION, WITH ALL STORM WATER DIRECTED TO IT. AFTER COMPLETION OF ALL WORK, REMOVE DEBRIS AND SILTATION FROM THE BOTTOM OF THE RETENTION BASIN, AND FINE GRADE THE FINAL TWO (2) INCHES AND SOD, CONTRACTOR TO MAINTAIN THE SIDE SLOPE REQUIRED AND SHOWN ON PLAN. AND NOTIFY ENGINEER FOR AN INSPECTION PRIOR TO SODDING. 2. THE RETENTION AREA SHALL BE CONSTRUCTED EARLY IN THE CONSTRUCTION PERIOD TO MITIGATE ANY ADVERSE WATER QUANTllY IN PARTS OFF SITE. 3. AFTER COMPLETION OF THE PROJECT, THE OWNER WILL BE RESPON- SIBLE FOR THE OPERATION AND MAINTENANCE OF THE STORMWATER FACILllY. ACTIONS INCLUDED SHALL BE REGULAR MOWING OF THE BOTTOM AND SIDE SLOPES, PLUS PERIODIC INSPECTIONS AND RE- MovAL OF DEBRIS, TRASH. ETC. THAT MAY BLOCK THE PERCOLATION OF THE STORM WATER. EROSION AND SILT A TION CONTROL NOTES 1. SEDIMENT TRAPPING MEASURES: SEDIMENT BASINS AND TRAPS. PERIMETER BERMS, FILTER FENCES, BERMS, SEDIMENT BARRIERS, VEGETATIVE BUFFERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT AND/OR PREVENT THE TRANSPORT OF SEDIMENT ONTO ADJACENT PROPERTIES, OR INTO EXISTING WATER BODIES, MUST BE INSTALLED, CONSTRUCTED OR, IN THE CASE OF VEGETATIVE BUFFERS, PROTECTED FROM DISTURBANCE, AS A FIRST STEP IN THE LAND ALTERATION PROCESS. SUCH SYSTEMS SHALL BE FULLY OPERATIVE AND INSPECTED BY THE ENGINEER BEFORE ANY OTHER DISTURBANCE OF THE SITE BEGINS, EROSION AND SILT A TION ICONTI 2. PROTECTION OF EXISTING STORM SEWER SYSTEMS: DURING CONSTRUCTION. ALL STORM SEWER INLETS IN THE VICINllY OF THE PROJECT SHALL BE PROTECTED BY SEDIMENT TRAPS SUCH AS SECURED HAY BALES, SOD, STONE, ETC., WHICH SHALL BE MAINTAINED AND MODIFIED AS REQUIRED BY CONSTRUCTION PROGRESS, AND WHICH MUST BE APPROVED BY THE ENGINEER BEFORE INSTALLATION. 3, SEDIMENTATION BASIN: THE CONTRACTOR SHALL BE REQUIRED TO PROHIBIT DISCHARGE OF SILT DURING CONSTRUCTION OF ANY RETENTION AREA AND SHALL BE REQUIRED TO CLEAN OUT THE RETENTION AREAS BEfORE INSTALLING ANY PERMANENT SUBDRAIN PIPE, IN ADDITION, PERMANENT RETENTION AREAS MUST BE TOTALLY CLEANED OUT AND OPERATE PROPERLY AT FINAL INSPECTION AND AT THE END OF THE WARRANlY PERIOD. 4, SWALES, DITCHES AND CHANNELS: ALL SWALES, DITCHES AND CHANNELS lEADING FROM THE SITE SHALL BE SODDED WITHIN THREE (3) DAYS OF EXCAVATION. ALL OTHER INTERIOR SWALES, ETC., INCLUDING RETENTION AREAS SHALL BE SODDED PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY. 5. PROTECTION -AND STABILIZATION OF SOIL STOCKPILES: FILL MATERIAL STOCKPILES SHALL BE PROTECTED AT ALL TIMES BY ON-SITE DRAINAGE CONTROLS WHICH PREVENT EROSION OF THE STOCKPILED MATERIAL. CONTROL OF DUST FROM SUCH STOCKPILES MAY BE REQUIRED, DEPENDING UPON THEIR lOCATION AND THE EXPECTED LENGTH CF TIME THE STOCKPILES WILL BE PRESENT. IN NO CASE SHALL AN UNSTABILlZED STOCKPILE REMAIN AFTER TEN (10) CALENDAR DAYS. 6. MAINTENANCE: ALL EROSION AND SILTATION CONTROL DEVICES SHALL BE CHECKED REGULARLY BY THE CONTRACTOR, ESPECIALLY AFTER EACH RAINFALL AND SHALL BE CLEANED OUT AND/OR REPAIRED AS REQUIRED. LANDSCAPE REQUIREMENTS LANDSCAPE NOTES 1 . ALL LANDSCAPE MATERIAL SHALL BE FLORIDA GRADE # 1 OR BETTER, SELECTED FROM CllY OF CLEARWATER APPROVED SPECIES LIST. 2. REQUIRED SHADE TREES SHALL BE A MINIMUM OF 12' HIGH, 4" CALIPER AT THE TI~.~E OF PLANTING. TO CllY PREFERENCE, THE LIVE OAK SPECIES SHALL BE UTILIZED. 3. REQUIRED ACCENT TREES SHALL BE A MINIMUM OF 8' HIGH, 2" CALIPER AT THE TIME OF PLANTING, 4, REQUIRED HEDGES IN THE PERIMETER BUFFER SHALL BE A MINIMUM OF 18-24" HIGH AT THE TIME OF PLANTING, PLACED AT 3' O.C., AND MAINTAINED AT 36" IN HEIGHT. . 5. INTERIOR SHRUBS :;HALL BE A MINIMUM OF 14-24" HIGH, PLANTED AT 30" O.C" WITH A 3 GALLON MINIMUM, 6. WHERE LANDSCAPE OR REPLANT TREES ARE PROPOSED TO BE PLANTED IN THE PERIMETER BUFFER, THE BUFFER MUST BE A MINIMUM OF 5' WIDE, 7. NEW LANDSCAPING MUST BE PROTECTED FROM VEHICULAR MOVEMENT BY WHEEL STOPS, RAILROAD TIES, OR OTHER SUITABLE BARRIER, WHERE POSSIBLE, THE AREA BETWEEN THE BARRIER AND LANDSCAPING MATERIAL SHOULD REMAIN AS GREENSPACE. 8. IRRIGATION SYSTEMS SHALL UTILIZE LOW VOLUME DESIGN SUCH AS LOW TRAJECTORY HEADS OR SOAKER HOSES TO PROVIDE DIRECT APPLICATION AND LOW EVAPORATION AND MUST HAVE A RAIN SENSOR DEVICE OR SWITCH WHICH WILL OVERRIDE THE IRRIGATION CYCLE OF THE SPRINKLER SYSTEM WHEN ADEQUATE RAINFALL HAS OCCURRED. WATER SUPPLY SHALL BE PIPED TO EACH INDIVIDUAL PLANTER ISLAND, AND IN NO CASE, SHALL ANY PLANTED VEGETATION AREA BE MORE THAN 50' FROM A WATER SUPPLY HOSE BIBB.* SHALLOW WELLS, OPEN SURFACE WATER BODIES, OR RECLAIMED WATER SHALL BE USED (UNLESS UNAVAILABLE) AS A SOURCE OF IRRIGATION WATER. * ANY AND ALL USE OF HOSE BIBBS IN ASSOCIATION WITH NON-POTABLE WAl ER SUPPLIES SHALL BE IN FULL COMPLIANCE WITH SBCCI STANDARD PLUMBING CODE, CHAPTER VI CRITERIA REFERENCE COLOR CODING OF ABOVE GRADE RISER PIPING AND LABEL/TAGGING OF OUTLETS AS NON-POTABLE WATER SUPPLY. 9. TREES PLANTED UNDER OVERHEAD OBSTRUCTIONS (i.e. POWER LINES) MUST BE CHOSEN FROM A SPECIES ON THE CllY OF CLEARWATER APPROVED SPECIES LIST THAT IS COMPATIBLE WITH THE SPATIAL/HEIGHT RESTRICTION. 10, PROTECTIVE BARRIERS SHALL BE PLACED AROUND ALL PROTECTED TREES PRIOR TO CONSTRUCTION ACTIVITIES AND SHALL REMAIN IN PLACE DURING CONSTRUCTION. T:-IEY SHALL BE NO LESS THAN REQUIREMENTS STATED IN SECTION 3-1205E OF THE CLEARWATER COMMUNllY DEVELOPMENT CODE. TREE PROTECTION AND PRESERVATION NO GRADE CHANGES SHOULD OCCUR WITHIN THE CANOPY DRIPlINE OF PINE TREES AND 2/3 THE CANOPY DRIPLlNE OF HARDWOOD TREES TO BE SAVED. IRRIOA TION NOTES THE IRRIGATION CONTRACTOR SHALL PROVIDE AN UNDERGROUND IRRIGATION SYSTEM TO COVER 100% OF ALL ON SITE PLANTING AREAS, THIS SYSTEM SHALL CONTAIN BUT NOT BE LIMITED TO THE fOLLOWING: 1 . UNDERGROUND PIPING, SHALL BE PVC SCHEDULE 40 OR BETTER. 2. SEVEN (7) DAY PROGRAMMABLE TIME CLOCK TO ACTIVATE ZONES. 3. SPRINKLER HEADS COMPATIBLE WITH THE lYPE OF PLANTING. 4. ELECTRIC VALVES. 5. GAUGE 14 UF COPPER WIRE. 6. FIBERGLASS OR PLASTiC ZONE VALVE BOXES. WHERE PIPING IS UNDER DRIVEWAY AND CONCRETE WALKS, THE PIPES SHALL BE INSTALLED IN SCHEDULE 40 SLEEVES 18" BELOW GRADE. MATERIALS SUPPLIED SHALL BE EQUAL TO THOSE MANUFACTURED BY RAIN BIRD OR APPROVED EQUAL. IRRIGA TION NOTES ICONTI .~ z =~ !2 00 ... , "! .. ~" ... .., z ~ ..,- o -~ A. t-~ ~ MQ Z bx ....c .. - ... tJl ~ )(~ ... .. Q .. . 0.::1: <4\1 .. 0011I .. ~t: I- Mill Z ..,Z III ..,.. ~ .. -- Z ~.. 0 e~ ~ 161 - > i5 00 0 0. . M . IA ~ " At- Z ..= i 0.. Z ~Q ~ f4; ~ 3:0 Q ~~ Z CAf6 j :J:... ...<( . :)~ ~~ ..," O~ M\I THE CONTRACTOR SHALL SUBMIT A SYSTEM LAY-OUT ALONG WITH CATALOG SHEETS OF ALL COMPONENTS IN THE SYSTEM TO THE OWNER FOR APPROVAL PRIOR TO INSTALLATION. THE ENTIRE SYSTEM SHALL BE GUARANTEED BY THE CONTRACTOR FOR ONE YEAR FROM THE DATE OF ACCEPTANCE BY THE OWNER. CONTRACTOR'S RESPONSIBILITY NOTE IT IS THE CONTRACTOR'S RESPONSIBILllY TO PERFORM A SURVEY (ACCOMPANIED BY THE ARCHITECT AND OWNER) OF THE ENTIRE PROJECT AREA INCLUDING BUILDING(S) AND SITE IMMEDIATELY UPON OCCUPYING THE WORK AREA AND BY PHOTOGRAPHIC AND WRITTEN CORRESPONDENCE DETAILING ANY AREAS THAT ARE NOT IN A FIRST CLASS CONDITION (SURFACES THAT ARE BROKEN, CRACKED, RUSTING, CHIPPED, SPLINTERED. OF A TEXTURE NOT MATCHING ITS SURROUNDING, WITH NEW APPEARING FINISHES, AND OPERATING AS ORIGINALLY DESIGNED OR INTENDED TO OPERATE) WHICH WILL REMAIN IN THAT CONDITION AT THE CONCLUSION OF THE PROJECT. THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING THE OWNER A COMPLETE PROJECT IN FIRST CLASS CONDITION MEETING INDUSTRY WIDE STANDARDS IN QUALITY' AND PERFOF~MANCE THROUGHOUT THE ENTIRE PROJECT AREA BUllDING(S) AND SITE (REGARDLESS OF WHETHER AN AREA IS SPECIFICALLY IDENTIFIED WITHIN THE DRAWINGS AND SPECIFICATIONS OR NOT) UNLESS A PARTICULAR AREA HAS BEEN DESCRIBED IN THE AFOR:EMENTIONED PHOTOGRAPHS AND WRITTEN DETAILS, CONTRACTOR IHAS THE RESPONSIBILllY TO PROTECT THE EXISTING BUILDING(S), UTILITIES AND SITE THROUGHOUT THE PROJECT TIME FRAME. SHOULD, DIURING THE COURSE OF THE WORK, ANY AREA OF THE BUILDING(S) AND/OR UTILITIES AND/OR THE SITE BECOME DAMAGED AND THAT AREA WAS NOT SPECIFICALLY CALLED OUT TO BE A PART OF THE CONSTRUCTION, THE CONTRACTOR SHALL REPAIR AND/OR REPLACE THE DAMAGE AREA TO TIHE SATISFACTION OF THE AHCHITECT AND OWNER AT NO ADDITIONAL COST TO THE OWNER. AS A PART OF THESE D10CUMENTS. A SITE SURVEY AND/OR SITE DATA, WHEN PROVIDED, AND AINY ADDITIONAL INFORMATION THAT MAY BE PROVIDED ARE FOR INFORMATIONAL PURPOSES ONLY, THE OWNER AND HIS AGENTS ASSUME NO RESPONSIBILllY FOR THEIR PREPARATION, COMPLETENESS NOR ACCURATENESS AND THE CONTRACTOR IS FULLY RESPONSIBLE WHEN USING SAID SOURCES. THE CONTRACTOR SHOULD USE SUCH INFORMATION ONLY AS A GUIDE TO THE SUSPECTED LOCATION OF UNDERGROUND SERVICES, INCLUDING BUT NOT LIMITED TO: NES Comm.: 0045 I Drawn By: N.W.M. I I Checked By: K.H.R. \ WATER SUPPLY STORM SEWER ELECTRICAL POWER IRRIGATION LINES FIBER OPTIC CABLES FIRE ALARM SYSTEM CABLES CONTROL WIRING SYSTEMS SAN IT ARY SEWER NATURAL AND LP GAS LINES RECLAIMED WATER SUPPLY T.V. CABLES TELEPHONE CABLES SECURIlY WIRING SITE UNDERGROUND MECHANICAL INCLUDING INSULATION 09/05/00 IT WILL BE THE CONTRACTOR'S RESPONSIBILllY TO DETERMINE THE SPECIFIC LOCATION OF THE UNDERGROUND SERVICES BY CAREFUL HAND EXCAVATION ONLY UNLESS OTHER MEANS ARE APPROVED BY THE ENGINEER AND OWNER BEFORE BEGINNING THE WORK. THE CONTRACTOR SHALL REPLACE OR REPAIR, PER SPECIFICATIONS, ANY AND ALL DAMAGED UNDERGROUND SERVICE~ AS LISTED ABOVE AT NO ADDITIONAL COST TO THE OWNER. THE CONTRACTOR SHALL WORK AT THE CONVENIENCE OF THE SCHOOL SO AS NOT TO DISRUPT CLASSES AND INCONVENiENCE STAFF. IT IS THE CONTRACTOR'S RESPONSIBILllY TO SCHEDULE WORK PROCEDURES THAT ARE NOISY, CREATE ODORIFEROUS FUMES, OR PRODUCE A CONDITION THAT WILL BE DISRUPTIVE AT A TIME WHEN CLASSES ARE NOT IN SESSION AND STAFF ARE NOT OCCUPYING THE BUILDING(S). THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE SCHOOL SCHEDULE OF DAILY CLASSES, BREAKS BETWEEN SESSIONS AND HOLIDAYS, AND USE THAT AS A GUIDEILINE FOR PLANNING DISRUPTIVE WORK PROCEDURES. o DESIGN/DEVELOPMENT a PERMlmNG & BIDDING o CONSTRUCTION DOCUMENTS NOTES TO THE CONTRACTOR 1. NEW WATER MAINS AfTER COMPLETION OF INSTALUTlON OF NEW WATER MAINS, PRESSURE TESTING SHALL BE PERfORMED IN ACCORDANCE WIll-t THE LOCAL JURISDICTION WATER SYSTEM STANDARDS AND SPECIFICATIONS. SAMP- LING OF NEW WATER MAINS SHALL CONFORM WITH COUNlY PUBLIC HEALTH UNIT REQUIREMENTS AND RESULTS FORWARDED TO THE ENGINEER. UNDER NO CIRCUMSTANCES SHALL A NEW WATER SYSTEM BE PIJ\CED INTO SERVICE UNTIL CERTIFICATION BY THE ENGINEER HAS BEEN COMPLETED AND A RELEASE FROM COUNlY PUBLIC HEALll-t UNIT HAS BEEN ISSUED. C) Z - C ...... - ::>> tel w (.) - L&. '-'- o >< ~ o I-~ L&. w <( We 9~~ ...",. ~...J .......... ~ L&. Z gel o~~ Co;s= -odfX o::~~ ....... ~...J r-t en U 2. IRRIGATION NOTE:: IRRIGATION SYSTEMS SHALL UTILIZE LOW VOLUME DESIGN SUCH AS LOW TRAJECTORY HEADS OR: SOAKER HOSES TO PROVIDE DIRECT APPLICATION AND LOW EVAPORATION AND MUST HAVE A RAIN SENSOR DEVICE OR SWITCH WHICH WILL OVERRIDE THE IRRIGATION CYCLE OF THE SPRINKLER SYSTEM WHEN ADEQUATE RAINFALL HAS OCCURRED. WATER SUPPLY SHALL BE PIPE TO EACH INDIVIDUAL PLANTER ISLAND. SHALLOW WELLS, OPEN SURFACE WATER BODIES, OR RECIJ\IMED WATER SHALL BE USED (UNLESS UNAVAIIJ\BLE) AS A SOURCE' OF IRRIGATION WATER. 100 % COVERAGE MUST BE PROVIDED. AN IRRIGATION PLAN SHALL BE SUBMITIED IN ORDER TO AVOID DELAYS AT THE TIME OF THE CER- TIFICATE OF OCCUPANCY INSPECTION SHOULD A NON-ACCEPTABLE SYSTEM BE INSTALLED. U) Z o -- ~ U - LL. ..- (.) W 0- (I) W C- ~ U) ....I -- > - U 3. TREE BARRICADES REQUIRED TREE BARRICADES AND EROSION CONTROL MEASURES MUST REMAIN INTACT THROUGHOUT CONSTRUCTION. ENCROACHMENT INTO OR FAILURE TO MAINTAIN THESE BARRICADES WILL RESULT IN ENFORCEMENT ACTION WHICH MAY INCLUDE CIIATlONS AND/OR PERMIT REVOCATIONS. AS PROVIDED BY THE CllY OF CLEARWATER COMMUNITY DEVELOPMENT CODE. 4, TRENCH EXCA VA liON - INCLUDE OSHA STANDARD 29 CFR. SECTION 1926.650 SUBPART P, WHICH IS NOW A PART OF IJ\WS OF FLORIDA CHAPTER 90-96, - THE CONTRACTOR SHALL PROVIDE WRITIEN ASSURANCE OF COMPLIANCE WITHI THIS IJ\W. - A SEPARATE COST ITEM IDENTIFYING THE COST O~ COMPLIANCE. - A TRENCH SAfIT( SYSTEM SHALL BE DESIGNED BY THE CONTRACTOR, AND APPROVED BY THE ENGINEER. S, AlL RETENTION AREAS, STORM SEWER PIPING. STORM SEWER STRUCTURES, ETC. MUST BE IN PLACE AS PART OF ll-tE FIRST PHASE OF CONSTRUCTION. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ACCOMMODATE POSITIVE DRAINAGE THROUGHOUT CONSTRUCTION TO AVOID FLOODING OF THE ADJACENT PROPERTIES. ANY FLOODING THAT MAY OCCUR DUE TO HIS WORK SHALL BE THE SOLE RESPONSIBllIlY OF THE CONTRACTOR TO REPAIR. 6. THE USE OF ELECTRONICALLY STORED DATA IS INTENDED FOR INFORMATIONAL PURPOSES ONLY AND NOT TO BE USE FOR CONSTRUCTION. C1.2 ...... C> C> ru r- ~ lei ....... lei ....... 01 C> C- o. <( c o :::IE O'l ~ "0 Q.l ..... ...... C/J /' l.C1 '<;J' C> C> /' o o o ru ......- r.n -+-J U Q.l .~ o t- el. ......- r.n O'l c ..-; ~ rtl ~~ :X. INLET ) REMAIN MECHANICAL EQUIPMENT PADS ~ ~ "' If) CQ . C'\J ()) "- ~ "' "' 't- a "' ~ o a a <: '" '" I I '" o \:)' 0' Y I '" I I >-- ~ct <:() ~ K~ lr) lr) ~ ----- l-lj OJ ~-- '-WCS~ ...-> 00... ~ ~ >- 0:: ::s ~ 0w z(!) <~ 00 WI- (fJ(fJ o a.. o 0:: a.. "0 ~~ ~ d'~ ~~~ ~~ EX. LANDSCAPE BERM TOP EL. 27.0 (TYP.) + ~... c) ~ OJ 00 ~ ~ "&1<: SIDE LK TO REMA N .4-<< 4lo. J 10 .. r-.i ..1 ~ ~ G 25,5 ~ <\ I. i I I III \, E~, UTILITY I 2~ - L_ i--- l___ L____ rt-- r!3.QX~9_R~;lJN ~-\X __ L __ L__ ~ L_ L_I Lf- l__I'-_ L. 1_._- L _.l_ l___ L__ L_l_1 V--- 1_-1 L_ L_ l__ ~- ____ l..... l..,__.._ l,___ l___ lJ- J----, l--t-. ~?~~_ L_._ ~5:~ fl- ....__ l_.. l_... L__.. l__.... lL__J l__. lL___ l._,__. l_,__ L..__J l_ ..,..._ L __ l__.___ l______ l_._,_ {,__.Il...__.. V.__ l..___ L__.. l.l. l_ ..._. l_... l....~B D~OSE D_._ L___._ l_L_. L- - ~. 9~F~~~ ' ~~~~.- j- L .-. l._ l__ 4 4- '4 4 P . F. 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DOUBLE YELLOW LINES TO REMAIN EX. 2' STOP BAR TO REMAIN y, '1--. ~ ~ <'~ ~ EXISTING STOP SIGN AND '" NO RIGHT TURN TO REMAIN FUTURE SIDEWALK EASEMENT '" [X/STING ASPHAL T SAW CUT EDGE OF EXIST. PAVEMENT '" WITHING THE SIGHT VISIBILITY TRIANGLE, NO STRUCTURE OR LANDSCAPING MAY BE INSTALLED WHICH WILL OBSTRUCT VIEWS AT A LEVEL BETWEEN THIRTY INCHES (30") ABOVE GRADE AND SEVEN FEET (7') ABOVE GRADE PER SECTION 3-904. +26.5 V / //1 PARKING LOT INTERIOR U~NDSCAPE AREAS SYMEjOLS LEGEND ffi A10N/TOR WELL D UTILITY BOX ~ WA TER BOX "* POWER POLE o SANITARY MAN HOLE !-)ROPOSED SPOT ELEVA T/ON V ~ EXISTING SPOT ELEVA TlON ~ Q EXISTING SPRINKLER HEAD (TYP,) EX. DOUBLE YELLOW LINES t TO REMAIN CD ;.... ..... 24' Oj0 :\' (I- 19' 5' CSW 26.5 + ~ 00 :\' ~ ~( MODIFIED SIGN ROPOSED LANDSCAPE BERM EX, 2' STOP A EXISTING TO REMAIN STOP SIGN AND NO RIGHT TURN SIGN TO REMAIN -'1-""0 ,'\ ~ ~. *J:: 5' CSW ~~ k , ",(jl EX. LIGHT POLE '? TO REMAIN ~ , , .... WEST 173.08'(M) CHESTNUT STREET 2' CURB/GUTTER ')~ ~. \Y ()to '0' (Y SCALE. 1..10' ,."onllll '/' , ; ;;;..'...\ ~ ~ a~ ~ I- ,'<< ~"' .~" " .. ~z 1IC lIIlt- o -~ A. .... ~ '^ 1'4 A Z bx . ..- lie x~ .. ~o .... ~:r: ~" .. 00'" . 1'4~ .. I... Z ;z ... ..:i ~ -- z J;4. o b~ tIC w - > z WI ... tii ". ClO o ~ M .... I Ill\ ~ " A.... Z .= Z o. Z ~A .c( Ii l( ~ ZO a ,,~ .... i.d .. I.. ~ Ii :$ :r:.. ..~ . g~ .. '" ~ - ~. 2: o~ " '" v 11III a. NES Comm.: 0045 I Drawn By: N.W.Y. I I Checked By: K.H.R, I o DESIGN/DEVELOPMENT 181 PERMITTING & BIDDING o CONSTRUCTION DOCUMENTS z :3 D. W I- - o ..... - > - f..) " Z - C -' - ::) r.a LLI (.) - LL. Ll- e CD >< ~ o I-~ L&. t::t ~ C~e -' (I) ~ <I: t;: ~ Z:) ... OOffi (.)~ C~~ .~~ ~~~ ~ ~...I r-II en (.) C3.1 P/L SEE Pl.AN -. ---"'---~'--~-'--- ~------_.. EXIST. SURfACE SAW-CUT EXIST. EDGE Of PAVEMENT & BASE ~ SOD 1/2" BELOW PAYDAD/T fN. GAAOE PRIOR TO SOOOlNG f'OSlTM 0RAINI0GE (4: 1 WAX) I.lEET EX. <X>WPACTEO GROUND P/L SEE Pl.AN PU.CE SOD 1/2. BElOW PAVOLNT f1N. GRADE PRIOR 10 SOOOlNG POSlTM: ~ (4:1 WAX) I.IEET EX. COWPACTEO GROUND NEW SURfACE EXIST. BASE NEW BASE NEW SUBBASE -/ ~ to J' 18" MIN. lft~ PA VEMENT TRANSITION DET AL N.T.S. PlACE SOO 1/2" BELOW PAVEMENT fiN. GRADE PRIOR TO SODDING GROUND TRANSmON AT THE PROPERTY LN: 2" lYPE S-J ASPHAlT 0 1/4" PER FT. MIN. EXCEPT AS NOTED :=:1\'\1=111 L_ I . 10" UMEROCK BASE - ~ f.D.O.T. CERTIFIED COMPACTED TO 98" MAX. DENSllY 12" SUBBASE STABIUZED TO 40 l.B.R. AND COMPACTED TO 98" MAX. DENSllY R.O.W. DRIVEWAY SECTION N.T.S. N.T.S. 1-1/2" lYPE S-J ASPHAlT 0 1/4" PER FT. MIN. EXCEPT AS NOTED 6" UMEROCK BASE f.D.O.T. CERTifiED. 100 l.B.R. AND COMPACTED TO 98" MAX. DENSllY 12" SUBBASE COMPACTED TO 95" MAX. DENSllY PER MSI'HO T -180 COMPACTED GROUND PLACEMENT OF SOD AT PAVEMENT N.T.S. / .. ','.'" 3 1 /2 ,,, - f ,T~:'~!:I~~~:'fiA:l!3ri:{~;}~~~fi:i~+ :::;3i;.!:.S'-1':7;h'~~;T:~~" - ~l'7,l, lq, f".L1 r p.,,,... 1,-'" 'lJ 1\ 'Gf.:'\'~: I-''''-'~' [_ct i '2,Lt~"f .,Jf I J"~':''r'! p.. :::!: "::-1 ;i;.:', r:'oji ,-'.~ ;,":J :O~'ii C" i ;::;ll L~" I:::"I~ ' "..j,", ,...." ,1-'-, r,....., ri'W~:: ,~, \, ,,,",,, :"'-, , .... , c.... ,;'.... "-'1" SECTION I. 6' MAX. POST OPTIONS; 2"x4" OR 2.S"DIAM. WOOD; 1..}3LBS./FT. MIN. STEEL fiLTER fABRIC IN CONfORMANCE WITH SEC. 985 F.D./).T. SPECS. OR EIJUAL EXIST. GROUND TURF BLOCK OET AIL N.T.S. 0'\ PRINCIPLE POST posmo~J ~ CANTED 20' TOWAKD flOW fIlTER fABRIC EXIST. GROUND SI.. T BARRIER DETAIL N.T.S. NEW BlDG. ROOfDRAlN FIN. GROUND fill GROUND AROUND BLDG. TO J" BELOW fiN. flOOR ELEVATION & SOD MAX, SLOPE 4: 1 MIN. SLOPE 2~ UTlUlY (i.e. SANITARY SEWER, WATER SERVICE, FIRE UNE OR STOR'" DRAIN) BY SITE CONTRACTOR TO 5' FROM BLDG. UT1JTY ~ S' OF fll.OO. W'f PLUIoIBING CONTRAcTOR. ftW. CONNECTlON BY PLJA.tBING CONTRiCTOR UNLESS OTHERWISE COOROlN.t.TEO B'( THE C.C. ON SITE NEW PARKING & DRIVEWAY SECTION N.T.S. GROUND PREPARATION A T ALL BUILDINGS N.T.S. NEW SURFACE (SEE NOTES 1 & 2) ::;;",~ (SEE. NOTE 4) .0."" jI'( ..,'.: . EXIST. SURFACE /, VARIES ./ REPAIR OF PAVEMENT NOTES: 1. ASPHAlTIC CONCRETE PAVEMENT SHAll BE MECHANiCAllY SAWED AND All SURfACES TACK COATED. 2. SURFACE TO BE CONSISTENT WITH EXISTING SURFACE AND l11ICKNESS; WITH MIN. OF 1-1/2" ASPHAlT f.D.O.T. lYPE S-J. 3. BASE MATERIAl SHAll BE PlACED IN 6" COMPACTED LAYERS TO 98~ OF MAXIMUM DENSllY AS DETERMINED BY MSHTO T-180 ~ REPORTS ARE REQUIRED. 4. BACKf(Ll FOR TRENCH SHAll BE PLACED IN 12. COMPACTED LAYERS TO 100" OF MAXIMUM DENSllY AS DETERMINED BY MSHTO T-99, ~ REPORTS ARE REQUIRED. REPAA OF PAVEMENT CUTS N.T,S. o o ("IJ ~ l.O . . ~ ~ ~ ....... (D ....... e.- m :::E 'M e.- LL D'l 3: '0 (J') -.J I-< ~ f- W o .....- l.O ~ o o .....- o G o ("IJ .....- U) +-> u C]) o e.- n.. - U) O'l C 'M 3: m f;,; 6. 6. HH iDI~ -iL- 2 HANDICAP PARKING ~~~ '... - . .. - - '.. .. STRIPING DET AL ~ . -_.. ., -.'.-. N.T.S. EACH PARKING SPACE SHALL BE CONSPICUOUSLY STRIPED IN BLUE AND WHITE PAINT, AND SHAll BE POSTED AND MAINTAINED WITH A PERMANENT, ABOVE- GRADE SIGN BEARING THE INTERNATIONAl SYMBOL OF ACCESSIBILUlY AND THE CAPTION "PARKING BY DISABLED PERMIT ONLY". SUCH SIGNS SHAlL NOT BE OBSCURED BY A VEHICLE PARKED IN THE SPACE. All HANDICAPPED PARKING SPACES MUST BE SIGNED & MARKED IN ACCORDANCE WITH THE STANDARDS ADOPTED BY THE DEPARTMENT OF TRANSPORTATION AND A.DA UTUTY CONNECTION AT ALL BULDt.JGS N.T.S. !i MEDIUM BROOM fiNISH CONC. WAlK r fiNISH GRADE TO 1" BELOW EDGE OF WAlK 2' lML SIWllER VARIES (SEE PlAN) ~ I- soo -I' SlOPE 1/4" PER FOOT: ~ soo '1 111I=1/1141'11~1II:i~' . ," I.".;. '''111;4 ;1 11I=11I "'-- COMPACTED fiLL OR UNDISTURBED SOIL WHEN SIDEWAll< IS TO BE REUOVED &/OR NEW SIDEWAlK IS TO BE ADDED, IT IS TO BE REt.KMD TO THE NEAREST EXPANSION JOINT. NOTE: PROVIDE 1/4" CONTROL JOINTS o .'O.C., 5' O.C., 8' O.C., OR 12' O.C. & 1/2. BITUMINOUS EXPANSION JOINTS o 40' a.c. FOR 4' SIDEWAlKS, SO' O.C. FOR S' OR GREATER. SANITARY SEWER CLEAN-ouT DET AL N.T.S. CONCRETE W AU< DET AL N.T.S. 1-1/2"R BLUE BACKGROUND . (() PARKN) BY 0ISABtED PEFMT ON.Y WHITE BACKGROUND 1" SERIES "C" LETTERS 1/2" BLACK BORDER 1.5" 1" 1" 1. 1.5" SYMBOL SHALL BE 5 FT. HIGH & WHITE PAINT COLOR J" 6" FTP-M WHITE . BACKGROUND <0 $250 ft.E F.8. 318.14 HAN>ICAPPED PAVEMENT SYMBOl N.T.S. ,liJ,,'f . 3" Soil Soucer . . j=tFt$f\~:~ i !!.:'~:jj r r~::1 i ~ . ',.:;,,~;~,;_:~~: -, Remove Container ;3T'~::", k:';:" . from Rootboll " F'':.~~ ' ~;:- '- . -,,' Plonting Soil Mixture Existing Soil PlACE CONC. SlAB /WAU< ." BELOW FLOOR ElEV. EXCEPT AT DOORS REMAIN flUSH. EXPANSION JOINT SLOPE AT 1/4" PER FOOT 10: 1 MAX. SLOPE SOD NOTES: 1. PROVI>E :l'K:l'x4" 'MCK CONe. su.a o AU. ElolERGEHCY EXITS. 2. CONfORW TO I>afNE DETAIL FOR PVCIHC WAU<S AT THE BlDGS. PLACB/ENT OF CONCRETE SLAB AT ALL euLDINGS N.T.S. .- _. --...--. LOOSE SOIL AND SEED TURF BLOCK SILICA SAND COMPACTED SOIL J" Minimum Mulch ~ PlANTm DETAL N.T.S. U.S FOUNDRY 762J COVER TO BE MARKED "SEWER ClEANOUT" IRON BODY fERRULE WITH BRASS SCREW PLUG JONES PlUMB. CO. H66CSK 6" PVC For Cabboge Palm Installation: Trim All Fronds at Time of Diggirl9 and Planting for Washington Palm Installation: Leave inside row of fronds Tie up with biodegradable twine 8" MIN. CONC. ENCASEMENT 6" PVC 1/12 BEND 6"x4" RECUCER (IF REQUIRED) SIGN SPECFlCATION$ 1. 18"x 12" LOGO SIGN 2. 2 SIGN COMBINATION REfUECTNE SHEETING 3. LETTERS TO BE 1" HIGH SERIES "c" 4. SIGN TO BE MADE OF ALUMINUM 5. POST TO BE MADE OF GAlVANIZED STEEL (SEE DETAIL) 6. SIGNAGE PER A.D.A. REQUIREMENTS GALVANIZED METAL SIGN POST WITH 3/8" HOLES DRILLED ON 1. CENTERS ... .c at 'CD J: ~ c 2 II- ... o GI (3 NOTE: REMOVE SOIL WHERE TURF BLOCK IS TO BE INSTALLED. ~ET & COMPACT AREAS WITH A TAMPER OR VIBRATOR. SPREAD 2" CLEAN SILICA SAND AND SCREEN AS REQUIRED. SET BLOCk AND SEAT WITH TAMPER, FILL OPENINGS WITH SOIL AND SEED. , Z ;I~ J 52 00 I- ''f ..:( ~\J " I- ~Z ~ ~- o -f At " fA '^ '" ~ z bz .. .. - &( X~ I I- ... @ II. . ~:x: ~\I .. co 11II ~ ",I- .'^ I- ""aaa Z ~Z .... ~.. ~ .., -- "... Z "'~ 0 b. ~ IIlI - \t\) > ! 00 0 ~ . M . 11'\ ~ \J A" Z .= Z O. Z CleO ~ ei2 ;: :cO a ~~ z .... .. ~ ~fS ... :x:... ...... . :::>>~ .. ~~ - ~.. ~ o~ \I M\I CROWN SPREAD NES Comm.: 0045 Drawn By: N.W.M. Checked By: K.M.R. f 09/05/00 Issue Date: Revisions: No. Date 10/03100 01/03/01 01/18/01 02128/01 NOTE: AU. TREE STAKES AND SUPPORT WIRES SHAU. BE RENOVEO AfTER 1 COtM>t.E:TE GROWING SEASON. Descri tion DRe SUBMISSION DRe SUBMISSION DRe COMMENTS CITY MEETING i I Romow Dead ond Injured TW!9s, Trim No Leoders, Retoin Naturol Shope. J /4" - 2 f'ly ReinforC<<l Rubber or PIQ.tic He.. Whit. Sl/l'WIyor' . Togging Tope, 6 LelIgth J - 12 GaUlle Galvanized Wires ~ 120 Around TrOll o~ Set At. A 45'AI'l9Ie With J- , 68 OuckbHI Anchoni Or Equal Remov. otter one growin9 &eoson. t.Aoood To form Saucer J" lIinimum Wulch Loyer Remow Bur10p from Around Top Of Boll PIontlng Soil "Ixtur. / / Provide 0 minimum 5'xl0' unoblrtructed planting oreo TREE STAKm & PI..ANTm DETAL N.T.S. o DESIGN/DEVELOPMENT ~ PERMITTING & BIDDING o CONSTRUCTION DOCUMENTS for Cabbage Palms: All Trunks to be Smooth and Nl Burn Marks Brushed Away For Washington Palms: Leave all boots on trunk 20 Layel s Burlap Pod at Support Contact - No N<Jils in tree Wood C) Z - C I .... - :::) aJ W (..) - ... La.. 0 >< <0 In ...... 0 ....~ LL. Woe( LLle C 0:::_ tio:: -' c-9 -<< 0::""- Z ::) .. Ol:t:: 0 (,,)W It) I- Q ~~ . O')~ 0:: ~~ Q .... -J en" Wire Tie 2" x 4" Brace (Yellow Pine) Spoce Three at 120 Typical 2" x 4' Stoke (Yellow Pine) Three Feet Long Soucer Rim Finish Grade J Minimum Mulch Rootboll, 16" Minimum Radius From Trunk Washed-In and Tamped Plonting Soil Mixture Existing Soil (I) -I - ~ ..... w Q w ~ - (I) -' - > -- (.) N.T.S. PALM STAKING tt PLANTING DETAIL - 'f-.- fiNISHED GROUND ~. 3000 PSI CONe. . ..,. N , . ,6, . <0 .... " /12" SIGN POST DEl AIL N.T.S. HANDICAP PARKING SIGN DETAIL N.T.S. THIS DRAWING IS AN INSTRUt.lENT~. 's... t~ sWu IID.WN THE PROPERlY Of THE ENClNEER. ANO SI-VIU. NOT BE R , 'PUBl.J, SHEP, OR USED IN At('( WAY WITHOUT THE CONSENT Of THE ENGINEER." . \.'....' '-,.~ . IGHT 2000 NOT PU8USHEO i ,.f'" /'~~.',~"~ \ J I ! . . ~ "-I" ':J~~:; If,',' '..:-,' ()' . . \f'.' oJ,. ';~. : I;:..{' , ,.' )>..\.:),... ~ .\. 't J, fi':..:~ ,. .,,, :. -fJ' 'f~' ~ .., ; r.. f'''lfr:y; ',', 1~ C6.1 orl o o C\J LO ...... ...... ...... ~ orl O"l o C- o. <( c: o X en 3: '0 OJ ..... ...... (/1 .,/ lI1 -q- o o .,/ o o o C\J .,/ (/) ..... U OJ ....., o C- o. .,/ (/) en c: ...... 3: ('Q C- O , SYMBOL COMMON NAME SCIENTIFIC NAME MIN, SIZE REMARKS QUANTITY @ LIVE OAK QUERCUS 12' HEIGHT EXISTING 6 VIRGINIANA 4" CALIPER . POND TAXODIUM 12' HEIGHT 9 CYPRESS ASCENDENS 4" CALIPER ~ CABBAGE SABEL 10' CLEAR PALM PALMETTO AND STRAIGHT 13 TRUNK r, 14"-24" HEIGHT \' J SEA GRAPE COCCOLOBA AT PLANTING 12 'I/fJ."\.~ UVI FERA 3 GAL. MIN. . DAHOON HOLLL Y ILEX 8 HEIGHT EXISTING CASSINE 2" CALIPER ~ 14" -24" HEIGHT OFFICIAL HIBISCUS HIBISCUS AT PLANTING ROSA-SINENSIS 36" a.c. CITY 48 3 GAL. MIN. FLOWER ~~ ~"'\~ 14"-24" HEIGHT PLUMBAGO PLUMBAGO AT TIME OF P~TING 125 AURICULATA AT MAX. 36 O.C. MAINTAIN 0 30" H 8m INDIAN RAPHIOLlPIS 14"-18" HEIGHT AT TIME OF P~ING HAWTHORN INDICA AT MAX. 30 O.C. 150 MAINTAIN 4) 18" H ~--1 BIRD OF STRELlTZIA 14" 24" HEIGHT AT TIME OF P~TING PARADISE REGINAE AT MAX. 30 O.C. 40 MAINTAIN 0 24" H ~ VARIEGATED JASMINUM 24" O,C. JASMINE MULTIFLORUM 1 GAL. MIN. 220 DIIJJIII] L1RIOPE OR L1RIOPE 24" O.C, PENNESITUM MUSCARI 1 GAL, MIN. 105 SHREDDED GRADE A TBD BY CYPRUS MULCH 3" MN. lAYER LANDSCAPE CONTRACTOR / ~ ~ a~ ~ .. cp~ ~' ..~" , .. <lItZ ~ <lit- O -~ 6c ~" z b~ .. ..... tii ~ x~ V I ... ~@ · o.~ .. ~ III .. ~t: .. -... z ;z ... "lIt.:.i ~ ~:c o s~ " lEal - > Z It!.I PLANTING MA TERIALS SCHEDULE / '\ , / , ""I , EXIST. SANITARY MANHOLE co o I> . ';' I,f\ ~ " Q to- Z ..= Z O-c z ~A <(( r4t2 ~ ::.:0 Q \I~ Z lit .. 4. ~f6 ..i z... "'-c . :;)~ .. ~" - <lIt~ ~ 0.. V "''' / , / , / "" , EXIST. 8" SANITARY SEWER I >- (~ Cc <2 i==: \----. lr) lr) ~-- S< L~J 0) Lu 25 ~ NES Comm.: 0045 Drawn By: N.W,M. Checked By: K.H.R. , / , (\0', '\ ~', "'1")\ '/ , \S'~ ", '\ ~~ ' , '~)\ '" ? 00-1 ~ ~ NEW OR RELOCATED HEDGE o c:..- 100 Q c:..- ~ ~ \ , , , RELOCATED DAHOON HOLLY ~ '--- ... If) CO ~ 0) / / / / I I / / I I / / PRO/POSED OFFI~~ BLDG. 4,144 S.F. F.f,/ 28.15 / / I I I I / / / / I I I I / / / / / / / / , , ~ ~ <::'~ <'~ <<' NOTE: ALL LANDSCAPE AREAS SHALL BE 100% IRRIGATED WITH AN AUTOMATIC IRRIGATION SYSTEM INCLUDING AUTOMATIC SHUT-OFF FUNCTION, SEE SHEET C1.2 FOR ADDITIONAL INFORMATION, V / //1 PARKING LOT INTERIOR LANDSCAPE AREAS SYMBOLS LEGEND EB MONITOR WELL D UTILITY BOX ~ WA TER BOX *" Pt)WER POLE o SANITARY MAN HOLE PROPOSED SPOT ELEVA TION V ~ EX/STING SPOT ELEVA TlON ~ Q EXISTING SPRINKLER HEAD (TYP,) C) Z -- C ...... - :') '" LLI (.) ... LL. IJ.. o CD >< ;!! o .... ~ LL. ltI <( Cr=5! ...J (I) ~ <(~;i Z:::J ... O oBi (..)1- C~~ .o(S~ 0:: .... ~ C~d / , , / , / , / , / , "" \'--- / , D DESIGN/DEVELOPMENT 18I PERMITTING & BIDDING D CONSTRUCTION DOCUMENTS / :s: ... ... , / , / "" , / , , / , / "'" , , ~- C) I ... ~ ~ o C) C) <:: EXISTING ASPHAL T , , , --- , z S a.. w D- - U) w a.. <J: (.) U) C Z S , / EXIST. ASPHAL T PARKING , / NEW OR RELOCATED HEDGE , - ...... t L. RELOCATED 4" LIVE OAK 205' ------1; - SCALE. 1..10' 5' CSW 5' CSW .. ... .. .. .. .. ... .. .. '" ~~~'.. ... .. .. ~-,---,--~',--,--,--'"--,--'""--,,,-'.---....--...-~.---.---~'~~......--,,.---y--- ........... ..................................... ............ ........ ........ ............ .................................................................. ... ...... ............ ................................................ ............. ..... .......................................................... to.......................... ;................................................................ ...... ........ ........... .......... ........................ ....... .<~'i-;/lI'," ;('. (I,.. /- '!li1S DRAWING IS AN INSTRUt.lENT Of. SUYlC, " ~."l, ANQ.' SHALL, Ro"wN '!liE PROPERTY OF '!liE ENGINEER. AND SHAlL NOT BE ~.~8IJstiEO OR USED IN 00 WAY W1THOIJT '!liE CONSENT OF '!liE ENGIN~>',/ '\ \ r (" . '. ~~ 2000 NOT PUBlISHED . \.~/,'. ""';~"",,,. ;. f ./>. ,:l ~';~,/~., ....~".:-. (.) l'Y I ~ "'.'~ ,',,',1 ,.' ;J~"" r,il"',~{,,/-:.' ,I t I, \' ".f.....}:.! .~, "', ',1, ,'...... · , ~ ~ At t'rj,_\'~~c~Ii<~v \1' ~) ,1 ;,~~':',::;! ; ~ " " ,l .. ~:,,'--/,," j" ! L1.1 ------------------------------------------------------------------------.....-------.--- 2' CURB/GUTTER EXIST. 30"RCP WATER - - - - - - - WEST 173.08'(M) CHESTNUT STREET TBA1 - 27.34