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DRAWN SCALE I JOB IlJ ZZZ - 2272.01 -0 NO. ~ CHECKED DATE SHEET OF www.wodetrim.com I I I I I I I I l << E i z i Itl I e OJ , ::E , ~ I I 8 ...m.. ; ..~~' i..'. g pl- '-IJ - .~_1iI. _? E ..l.)~. is ........ I '" -c ~ CLIENT _ HOMELESS EMERGENCY PROJECT, INC PROJECT _ HOMELESS EMERGENCY PROJECT DRAWN SCALE CHECKED DATE SITE A ENGMAN STREET Wade-Trim www wad9trim com SITE B co"'" eest:,at:J,e ,.. ..., a.' JOB NO SHEEr ZZZ - 2272 01 OF I I I I I I I I I M o I J: (II I ~ . :i <( - o I Qj I '0 i - . 9 . Q. j'" :;: It 'f ONTO ~ J ] I >TRm I rem, ~ rZw ] ~g~ OOw 2<<> 2<< ]c:=J ) ENGMAN ]c:" ] x ] II o 8 ..~IIII. N .~.. It." g p 1-' '-I. - . ._~ I_I. E Il"!.).~. .!:: ....... I o '0 ~ PALM SLUFF ~~'l~ IL ZONE x :'1/.-&'1t ~ PlnelIas County~ [ 0& I cr: ..J / 0 ..J Z 0 STEVENSON DR II: [ I L STREET ZONE X- OOUGLAS AVENUE STRE ET w > <t I- ..J o I > << CEOAR a: ~ o tIl ~ :2 z 2 ST II: ~ Ol C( <t u. ~w wO> ZO- 0:: a: II: mO PALMETTO STREET ~ -,one ZONE AE )- l- I- w m J: '- CLIENT HOMELESS EMERGENCY PROJECT, INC HOMELESS EMERGENCY PROJECT SCALE ZZZ - 2272 01 OF Wade-Trim www wodetnm com PROJECT DRAWN JOB NO SHEEr CHECKED DATE 'uc- I I I I C'l u 0. I <1l 0. . W Z , <( I 0 N 0 I a; "0 . ..: Ql C Cl i 0 0 ."'"'lIIII. 0 N ,,~'i i~" .; 0 .5 I:'XI) ,...."" 4_' 0 "'~I.).~." . E 'C: ....11III. ~ I ill -.:;J N c r-- :t: I ll. I I I I I i . {, ~I tit .r~.~ f~ ~ ----~, M'I 0-1.J<..... ~f/ Wade-Trim CLIENT PROJECT DRAWN CHECKED DATE HOMELESS EMERGENCY PROJECT, INC. HOMELESS EMERGENCY PROJECT SCALE JOB NO. . SHEET III - 2272,01 OF www.wodetrim.com 1.~~t:~L#:::"'''' ".. .,~ "T -h, .. ~o~ <\J ~~~~ \?$~~~ .....,~~~_j.1 loN{'; ftM.tG~ I'I...\l'IJo.'l'll(i I)CVE.tOPbl:f.tlT RIviIw (CITY OF CLEARWATER PlANNING DEPAR'I M ENT POST OFFICE Box 17ia CI.b.XW~m: Fl.o~lnA 33758-4748 Mu~pAt- STA\IJCE.S BUILDIr<67 F", (727) W.4S76 c:.- Ju"e ] 9 2002 Green - Page Two 'I .. Jone 20 2002 ~ 1 The proposal complies with Ihe: FJc;nb fe Developme.nr c.ntena as fi Comprehensive Infi 11 Redevelopment ProJe<t p'" Seollon 2 704 B and Se<t1on 2-1204 A lhe proposal IS In cOTIlplHmce wLth other standards In toe Code mcludtng lh~ Gl:neml Appheab,lHy Cn len. per Se<lIon 3 9' 3 Th.e development l5 oompatlbJe wtth the surrounding .area and l,l,.1l1 enhanc.e other redevelopment efforts Ms Barbara Green F ~ l Homeless Emergency PrnJC(;t~ Ine 1120 North Belly Lane C learw,te, FL 33755 E Conditions of Almroval I That any change In Owne.rShlP on Site A (retail thnft store) be evaluated for comp(emel'ltaIy operational charnctens.tJcs and parkJD.E; dl:mand and may re-qUlre appro\ al by the Commum ty Developlllent Board (COB) 2 Th.1 the I"""seape p lao for SI le C be amended to Include " ~edge .Iong tbo north and east "de oflhe porkmg 101 10 the oortheast corner of the property to Ihe salMao!lOIl of Slaff pnor to the issUance of any penm ts fur 8lte C lrllprovemetUS That any exl:!itmg or future dumpst.ers on eIther Sites. A .B or C be lotated desLgnl:d properly enc;] osed and conslructed In at:cordancc wltb Cltv standards 4 fhat the color of proposed hl.u 101 ngs hI:' eOllSLstent "' I th eXlshng bUlJdm,gs and be approv.ed by CIty :staff pnor to lhe L c;suance of bUIlding J1enmts: foJ' those bl,u ldmgs and That an sLgnag.e meet Code, mcludmg the removaVredes.1 gn (; r any .ex tSlLng nonconfoIrnmg Signs through bmldmg pcmuts pnor to the Issuance of a c.enl fj c.a!.e 0 f occupancy [or ,he apphc.ab le site RE DevelopmeJ'U Order Cas~ l"LU UL.orU'f V~ .128 Nortb Betty Lane (Master address Request mvo1ves ] 120 Fallburn Avonue. 1212 North Belly ).ane and ] 2)5 North Belly Lane) Dear Ms Grl:!;::[J This lelter constltutes a Development Order pursuant to Section 4 206 D 6 of the CommLlf.lHy Developme1ll COOt' On 1 une 1 g 2002 the CommufLlty Development Board reviewed your FlexIble DevelQpment appheatLol'1 as a Compr.ebenslve Infill Redcvclopmcnl ProJC(:t~ with the fo 1l0WLng reque:sts . Site A (1212 N Betty Lane) - Pc-ITInt lhr: -COl1:5truetlQn of.ll. relall sales use (th:rtft store) 1tl tbe Conum:rt:lal DIstncl w1(h I) a rffiUL.tl()~ In lh.e front (east) setback along N Belty Lane from 25 feet to 24 feet to pallerne:nt 2) a reduchon In the front (north) sctbat:k along Engmllll S"",' from 25 fee' 10 19 reet 'D bUlldmg and from 25 feol to I 5 reet to pavemenl 3) a rerluctlofi In tJle fronl (west) setbat:k along Fairburn A....enuf:: from 2S feel to 1:5- feel to bUl[dmg atld pavemenl and 4) a redUC.tlOl1 m reqUired parkmg from 56 Spaces to 47 :lip-aces . Site B (1215 N BcUy Lane) - P<nlllt" resldenlla1 shelte'to the COUllllerc"l DISlnct WIth 1) a I"1::ducnon m front fwt:sl) sctbat:k along N Betty Lane from 25 feel to 15 feel to slalrwel l i1nd from 25 fel::t to 23 feet to bUlldLng~ and 2).Q reduction Lr,J the rear (east) lOetback from 20 feet to 10 feel [0 stairway mmpmgj .and Sill[: C () 120 F:mburn Avenue) - Pennl[ the expansion ofan eXLsung SOCla! SCIVlce agency In ~hc: Inshtu.l1onal D!stnc.t wLlh 1) a reduc.tlon m the front (west) selbat:k along Fi:mbum Avenue from 25 feet 10 8 64 feel to bmldLng aod from 25 fe<llo four f",llo p.v.menl .nd 2) a ICth.lc;tIon 1n requLred pa.rkmg:From 11 spaces to 6 spaces for lhc expanded floor area Pursuant to Sectlon 4-407 an app !lcatlon fDr' a bUlldmg perm I t sball be- madi: WI thm one ~ar of FIc:xlble De\"~loptnel'lt approval (June 1.8t 20m) All reqUired certlfil:.al~ [If O(;l;upancy shall DC obtaLfled wlthm one year of Ihc date of Issuance of the bmldmg penna Tlme fl'dines dQ not change with SUt:CCSS1VC:: owners The Cornm~nLty Development Board may granl an extensLon or lIme fur a prn(ld not to exceed one year and only l,l, ltb1 rl the 0[1 gma 1 pcnM of va.L"ldlty Please be aware that the iSSUance of tlus Development Order does not reho"'C" you 0 f ilie m:cesslty to obtaln any bmldm.,g permits or pay atlj' Lmpacl fees that may be reqmred In ord-cr 00 fac Ll LtU.e l.he Issuance of any pcnmt ur license affected by thLS approvi:!Il ~ please: bnng a copy of thlS. tette~ with you when applyJllS for any petrr.lLl.,... or llcenses tbat requm:: lhls pnor development approval Basc-d on the app 1 Ll:.atlon and the staff reconuncndatlon, the Cornrnumty Development Board (CDB) APPROVED the applLc.aHon with tbe followmg basr:s imd condlhons In adcltlOn please be aWate thaI art appeal ofa Level Two approval (Fle;\lbli: De....relopmcnt) may be: Initialed by a property owner abuttmg the property wnJch IS the. s;ubJect oftbe approval wlthm 14 day.; of Ihe dot' 0 f the CDB decISIon The filLng of an app [,eaMoIno,"ce 0 f appoal ,hall "ay ,he dTeet I) f the decU,lOfi pendmg tbe final determmatlOn of the case 1l1e .appeal penod for your 0050 ""pH'"" on July 2 2002 "R~1"''''''1 Aure:;.s-T 1I.1A~LII'I'-:Or.ull;;:!itoNEJ: Fn iu.1lT \!icE M.\~OH.co.1~ts:SICiiE~ W'tIfl1'lE'l' Gl;,\Y Ct""...n,$:$JOI'II.... HOTI H.'.'o1ILTOi'I COM~Jlr~ '* 5:l.l.J~ C~t:iSlOf,!E~ r:QI..lAI.l:MPI.QYM[.:otr,o.r.l0Arf1fl.MA1'MlAc'~E:.IoirlOYE1l June 19,2002 Green - Pogo Three Ifyoo have ..,y qoesllollS pleas<: do not heSlI.le 10 c.1l Wayne M Wells Sen,or PI'MOT 01727- %2-4558 V'I)' truly )'0"", ~k<- Cynll1," T.rtipan, AICP Plannlflg Olrector Cc Mr M lchacl RCLneke~ Wade Tn m M... Mtchael HQlmes~ CJty Of Clearwater Hou5lllg S If'1-il ril.!>j [N/Uf J/H.:'.!ll"ir' DBIFIiEJ:\hrllirclll'rorFf.IllJ",!Ho"IAp,plJCI1tolDllllBrJI)" 1/1J:j fl~n EIII~P/T!J<<t ..fpprolll!t!lg~N lJUJ~ap!Y~OrdNfio-c ~ r::::=:J- c:::l t"')~-l~ - :2. \flIlJ :2 :s: '"=;- age. > kl '-' "'1'\0 '-<, f (')rn _ :;;:1 r-< ~~ _U'1 :nO ~i !om mz. :D-t "'~ ~~ "'0 '" :be, . . CJ ~ ~ I J-!.. _fJ t:n r- ~ --i ~~t] ~~~ ~~~ [~ J'\ 0rJ Go ~f ~ I VI - Pf Ul ~ {\I~ II - k o ~ t, ~""'f ~ ............- \ ~,., ','~;~,\ .. , ~, '" t i" !1 " "t, ' -, , -, , ~-=--- \ ----; - -- \- ~ I~ :~~ p~---O I " l " ! 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Z()"'" zr~ ~~ m :;o~ -o~~ :-l-l~ 1'T1~ ;ol:l.. '> ~ c". r '00 fPt . ~~~~~~. ~/ -... -~-_.... ~ PHILLIP JONES ~ , FIELD ~ . ~ STREET S! '1 ,IS-AI 60 2410-341 HOlT YOUTH CENlER 081515-80 N '" 13/02 . I on 13/01 ~ CD 1250 Q HOLT SWIMMING 1235 POOL Q 2410-349 '03 1221 1217 1213 C ID~~~ L~ ...-....... ~ ~NI~ ~ 13/04 S~L\)< 1205 ~.. ~~ J 0-\~ ~t/\'/ ~/ FUND 1201 1129 --- Iii "26 .., CD I 1121 J. 0 I :;;: I N ... 1117 '" III I- 1113 ~ ...J -' 0 ... J: ... 1109 VJ o Il. 1203- 453 All of 5 W 1/4 less "05 Cemetery end So..... [OM. and felrbum Addition PIal (1949) 1101 IMPREHENSIVE CHOOL 1000 60 PALMETTO "Ii "" V"...,,- -- V' c.t-~dv ~ f ~ \ 6 2'- 1'" 1~ ~~ V> <.'/.0 4. 3 \'~ -I.'; ~ \0\0 t- ~.? "= c.Y :2 ~;)I ~ ~ 0] ~-- 9 .-....1 7.... 6 5'"' '"' 4~ @ @ ~ :<88 8 @~ @ 10 1 ~ 1 2 13.Q;" 1 4 1 5 <:> ~ :::! ~ OJ r., .... ... 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G;~IJ!J ANO i{E1..<O',E ALL !JE.!Ji{!S m~ SIIE ANO ALL Ai,f.;\S OF IHE i{[GHf-OF~W;\Y '\S N1:CE$$.."lf( TO COMPI FIE WOi,;<. ,j) ALL c;m~smlJcnm~ MIJSr OJHflJl{M TO IHr: MlNlMlJM Sf,'\,ND;';U)S SEf fOiUH IN HiE CIIY OF CLf.;~HW;\fEi~ lONtNG i{EGIJLAI10NS. :1-) I)tSPC)SE OF ALL UNSlJlfMjl:: MMEi{!ALS OfF-SIIE. 1:flIJIPMENf TO 1JE mSPC)SEO OF Oi~ MOVEO l~~ AGGOiWANCE Willi t~.smIjGI10NS OF GfJMPMU i{EP:,ESENfAIIVE. 5) ALL ~lt'IE:,!M_ EXC;\V;\IE.O IHAf IS SlJlf,'DLE fOi~ flLL UN!JEH PAVING. Oi~ L\NOSCAPlWJ ;'Hf.;\. IS TO UE SP:{EAD ANO COMPACIEO IN LOCAT10NS !JESIGN;\lEO BY THE ;\J\CHIIEcr/ENc;lNE.EH. \ . . \ ,,-," :J --~ -'r ~.I.r, "', \ Le'n ;,'fg ~1l)!}i"01'iJd CI1\' (,:.Fi,'JATER r'. , .'<',:,-'" r r :__"l r 1:'/ r- \~); .\~J'o~QJ~' :_~ [j,',; _1.QU'"t~hu,,,.- f '>.,r- C'_ \) ;?, I L J''ifs' ',tj (, .'~ I' ".l, :J ,-~ -1-'--1 \ \ /'./' t ~...'!' ,,; J ~ ' \ . ( f , , ,~ ') ,\ ......1 ~f r $1. I.. /.(t I . \.> ",:~/P;, .~ 11 ;:, / c ., _ '( > y. ? ~11 ~v- .' " ~ (~ , rj; (/ " , ",' ;;;:',-.:.,' 'J) " ,\:.,i t.:'> 3:n:ll , 'jl'~ .:!'~l I "I"" 2 -t'J:1? ;, ~"J '-~, .,>" ,.... f/ _ /: . " e 1...) ,Y . "~I' . r . ; '('I ''-, 9/ ?-2J/ . ~.~ i ' ': " .:: .J/ I _~ ~ . "\'.' '. ,b!', ./ " " ;1 ; ~ .;, 1! ~ 1 .$ !) I :.." , IJ:..~ ~L!:tr I ,..1 ~~r;-:T r--- r--- r- r---r---r- r---r---r- r-r-r- r---r---r- r-r-r- r-r-r- lHlf ".' f '~f'" , " - l ~ -:- ;::./i r.J -1,,)1'.1 LI 1:s.'. r~ J ~-ili' J -.\,1~~)~~ -1:':l::.i-1.J (H.E.P.) HOMELESS EME~~GENCY P~~O,JEC f, INC. 1120 ~I. 3ElfY LANE ('I "'\1)"1 \'rr:"l) '-"1 "{'<I....,.. ~-"~: 1\ f: r.1\, r __ ..1..1 :J:J '1'1 ~ld~-.. r"h.l IJ"'P rJ.r.. . ~.tASTE~~ SITE PLAN (SITES :\, 3 l< C) ::nr i~ :)J. ..':j r~,;,. G2.0 3A$E?L\~t.j':i~J ttl221'l. -" I) 1 A ...l~.... ::~_.r; ~lt.:~J..~' ;)~~~~) L;i~j:~l_~;'1 ,~, '2 r':,;.:i~~:i~J.' '..I '~:-:'''~i'"~.. Ir ~J /A'al.J; DA:5'{,!lIlP1YOiY .. Mf\IN fENANCE OFrr<AFFIC: f,~~:t :':'1.:;14 N':(4r~::~, ;2UXK e, LIJlS 1 ,~~I:D 2 AS ~'~t ~!'lP ,::t ~'L\f n,~;~[Cf ;;.tr):t;~~W N 1'1 \f ," "J 1" 'H"~ 1'2 I'f I' '.. "1 ,,'t :'1' ,',...,..'....~ ,'f I', "fll ,~ ,'.'" 111'( fll""'l'\ (1'11":' r1u ~."'.41' ~. rh.l~~ t~ ",' I~ (.'~IU~ "'-~40-t...:'\".!J...J '" r~~t~~..J ..'..\' , ......4."~...1,. ~;~ fl."." ""./ Al """'"'' 1'11":' "'~"'.'J' ,,",/ Al "'", F) ,'U1'.~"4\'\~1 ,\.u\...~t ~:.J r, (~,.!.:.<..\1:..l' ,\t~\:.I..... 1. IMPLEMENTATION OF ALL H~AFFIC CONTr~OL pr~OCEDUr~ES SHALL 8E IN ACCORDANCE WITH F.D.O, r. r~OADWAY AND Tr~AFFIC DESIGN STANDAf~DS (,JAN. 1994 OR ~\TEST EDIT10N). SPECIFIC STANDAf~DS Af~E OUTLINED IN INDEX 600, i32-3, AND 660. pr~OCEDUr~ES SHALL ALSO 8E IN COMPLIANCE WITH THE MANUAL ON UNIFOr~M Tr~\FFIC CONTr~OL DEVICES (MUTCD 1 938 or~ LATEST EDITION). THE F,D.O. r. STANDAr~D SPECIFICATIONS FOr~ r~OADS AND 8r~IDGES (1991 or~ LATEST EDITION) AND APPLlCA8LE F.D.O.r. SUPPLEMENTAL SPECIFICATIONS. f.1ttt :':'4.,;;1~ ,l.lX41~(N, ;.:tC.~;< I;, LOf .j AS a.:t ~!"!P (.:t a.\f 1'L~;:mf ;;:[C(;;:~,W ~~ ~'L\f :XC< 1'1, i'!ff.. 1;3 Cf ni,E ~11~:;lU~ :;1:.I):,;,[:) C:f ~\~,,'ElL~S Cf:.~Nf(, n..::;:Jr..\ (:~11J f,'i.:~tt:;N ,'\'E~I.E) v" f~'~ ,;. .,' './ ~J""l'~' I / ';'11""" I' IIJf · l~ "'f I~ 'I! ,) f;'~ '1"1 \f I",f ';Hf .~,}:'..t' '1fH' u 'r'Uf :~~'.. 'J ,~~, ~".'.~'" ,~""'" ....J'~... !.,.l............(\ ..... __ -j" 'o,;'~ ru, ~...r .\, ~ L~_.L_:": .._...i.:.!:..!..I i.il1 ~~ A..;:..n' 1'1, '(!(f., 1;] ':f ILE ~'I.JCUI; ;;1.C(;:;,[:) Cf ~'c:;!ill\5 I):.~af(, fV::,..1f..\ (1111 fh:;:!l~~:;l~ .\'iU,t~) 2. THE APPLICANT MUST NOTIFY THE LOCAL ROADWAY M,\INTENANCE OFFICE 48 Hour~s IN ADVANCE pr~IOR TO STAr~TlNG ANY WOf~K. I ~1) . ~J) ~ fh:t :.:.t;:;l~ ,1{(4r~::~t ;.:tlXK ';, 1IJ1S 10, 11 ,1!tD 12 AS ~m ~!.~P ,::t ~'L\f lh~;l(f ;;.to:,;,;w IJ "11 \f "~'."" 1" '''/:'- 1'2 I'f I' ,... "1"" i' ';'}:,ft";f.~ t'f 'I" ~\:flll~ ffil'Jl'( fll"';'rl':\ (1'11" ~~....~ ~"',.....",' ~. ........'~ .~ 41 12!:.'" .'I!..!.....lO:J ~\_I"\.:J"'~.. ~. _~.-~ i...' , ........L.._". ~ '.J ;;'.E.nY LI~\:E) ~1) 11) .i .- .- . .- .- 1') ~f..llE: r' == ~1) CONS Tr<UC nON NOTES 4. CONTf~,\CTOf~ TO 08TAIN APpr~opr~IATE PERMITS For~ Wor~K ON SITE AND IN THE r~IGHT -OF -WAYS pr~[OR TO BEGINNING CONSTr~I)CnON. CONTr~ACTOR TO NOTIFY ,1\.LL UTILITIES FOf~fT' -EIGHT (48) HOUf~S pr~lor~ TO DEMOLITION AND/or~ EXCAVATION, INCLUDING THE LOCAL G,\S COMPANY IN ACCor~DANCE WITH F.S. 55.3,1351. C;\LL "SUNSHINE STATE ONE CALL SYSTEM" 1-800-4.32-1T10 SO THAT UNDEr-~GROUND UTILITIES MAY 8E FIELD LOCATED. j- I 21'1(11'JI1-\1'J ~3-rrI22-r ~.3 ~j~rc~~t; t:~~..\I!: ,MEf ('J." "', ,',c) ~, r,i'!: {I;P [V'~iS,:)" ~t ~~N ~l'l==~ at I \ 1. ALL DESIGN AND CONSTRUCTION MUST CONFor~M TO THE MINIMUM STANDAr~DS SET FORTH IN THE Clf( OF CLEAF~WATEr~ ZONING CODE AND/OR RELATED ORDIN,\NCES. ALL CONSTr~UCTlON SHALL CONFor~M TO THE METHODS, STANDAHDS SPECIFICATIONS OF THE Clff OF Clff OF CLEAHWATEr~ AND ALL APPLICABLE AGENCIES. AND 11. PROTECTION OF EXISTING STORM SEWEr~ S'tSTEMS: DUr~ING CONSTr~UCnON, ALL STOr~M SE\'VE:~ INLETS IN THE V(CINlff OF THE PRO.JECT SHALL 8E PROTECTED BY SEDIMENT Tr~PS SUCH AS SECURED HAY 8ALES, SOD, STm~E, ETC., 'NHICH SHALL BE MAINTAINED AND MODIFIED AS REQUIRED BY THE CONSTRUCTION Pf~OCESS. 12. SEDIMENT mAPPING MEASURES: SEDIMENT BASINS AND Tr~AP, PEr~IMETEr~ 8ERMS, FILTEr~ FENCES, 8Er~MS SEDIMENT BAHr~IEr~s, VEGETATIVE 8UFFEf~S AND OTHEr~ MEAsur~ES INTENDED TO TRAP SEDIMENT AND/OR Pf~EVENT THE Tr~ANSPOf~T OF SEDIMENT ONTO AD,JACENT pr~OPEr~nES, OR INTO EXISTING WATEf~ 80DIES, MUST BE INSTALLED, CONSTr~UCTED or~ IN THE CASE OF VEGETATIVE 8UFFEr~S, pr~OTECTED Fr~OM DISTURBANCE, AS A FIRST STEP IN THE ~>\ND ALTEf-".ATlON PROCESS. E(!~r,~~t) ~;(N (I) CE :;.~lIX..\IE!) 2. .3. 15. CONTr~ACTOR TO VERIFY ALL P~\N DIMENSIONS AND SITE CONDITIONS, ~~OTIFY Ar~CHITECT/ENGINEEf~ TO ANY DISC[~EPANCIES 8ETVvEEN SITE CONDITlONS AND INFORMATION SHOWN ON DR.i\'NINGS pr~IOR TO COMMENCING WOf~K. 16. ALL CONcr~ETE TO HAVE A MINIMUM SmENGTH OF 5000 PSI 'NITHIN 2<3 DAYS MW TESTED PER Clff OF CLEAr~WATEr~ r~EGULATlONS. -rl }::- ---- ~{J {_{J ( : ~lJ ~ ~ ;1;:..... J -" .I \ t {{ 5. ALL UTILITIES SHOWN ARE APpr~OXIMATE. CONTr~CTOr~ TO VEr~IFY AND COOr~DIN,\TE WITH THE Clff, FLor~IDA POWER & LIGHT, VEr~'ZON, COMC,\ST CABLE, PEOPLES GAS, ETC. FOR THE r~EMOVAL or~ r~ELOCAnON OF THESE FACILITIES. 14. 1.3, MAINTENANCE: ALL EROSION AND SILTATION CONTr~OL DEVICES SHALL 8E CHECKED r~EGU~\l~LY, ESPECIALLY AFTER EACH r~AINFALL, AND WILL BE CLEANED OUT AND/or~ f~EPAlr~ED AS r~EQUlr~ED. 6. ALL SOIL EXCAVATION, BACKFILL AND USAGE TO BE DONE UNDEr~ THE f~ECOMMENDATlONS OF A CEr~TlFIED SOIL TESTING ~'\Bor~,>\TOf~Y. ALL pr~ACTlCAL AND NECESSARY EFFOf~T SHALL BE TAKEN DUf~ING CONSTRUCTION TO CONTROL AND pr~EVENT El~OSION AND mANSPor~r OF SEDIMENT MATEr~!AL TO WET~\NDS A~W CH,\NNEL Ar~E,\S. THE CONTr~ACTOr~ SHALL 8E r~ESPONSI8LE For~ ALL f~ESTor~ATlON EFFor~TS THAT MAY BE r~EQUIRED. __ "'if....~ -' ' ~ ." . J!:.'" rl, ~ :~(;:1)~:~!J - I~,;~ E:~I~!X 7. ALL UNDERGr~OUND UTILITIES INCLUDING CONDUIT For~ UTlLlff AND Ir~r~IG,\TlON cr~OSSINGS SHALL 8E INSTALLED pr~IOR TO PAVEMENT CONSTr~UCTlON. 8. THE CONTr~ACTOR SHALL pr~OVIDE ALL 8f~ACING. SHEETING or~ SHOf~ING NECESSARY TO CONsmUCT AND pr~OTECT ANY EXCAVAflON AGAINST COLLAPSING. H~ENCHES SHALL BE KEPT Dr~Y WHILE PIPE IS 8EING ~\ID. DEVVATEr~ING SHALL BE pr~OVIDED WHERE NECESSAfW. PIPE WILL BE ON Dr~Y, UNDISTur~BED SOIL. WET UNSUITA8LE MATERIAL WILL BE REPLACED WITH COMPACTED SELECT BACKFILL MATERIAL. THE CONTRACTOR SHALL COMPLY WITH ALL r~EQUlr~EMENTS OF THE Tr~ENCH SAFEff ACT CHAPTEr~ 90-96 (DS/S8 2626) OF THE FLORIDA STATIFES For~ ALL EXCAVATION TO A DEPTH IN EXCESS OF FIVE (5) FEET. 9. CONTr~ACTOr~ TO MAKE FIELD AD,JUSTMENT, AS NECESSARY, WITH THE APpr~OVAL OF THE OWNEf~, ENGINEER AND MUNICIPALlff WHEN r~EQu:r~ED. 10. ALL ELEVATIONS r~EFEr~ TO THE NATIONAL GEODETIC VEr~nCAL DATUM OF 1 929; r~EFEr-~ENCE BENCHMARK, Clff OF CLEAr-~WATEr~ BENCHMA.R;< H:oa. ---- 17. SLOPES NOT TO EXCEED 4:1 f~ATlO WITHOUT NOTIFICATION AND APpr~OVAL OF OWNEr~ AND ENGINEEr~. ~ <! --. frl --;/ ---- ( : r rl ~ 18. THiS PARCEL LOCATED IN FLOOD ZONE "AE" ,,\S PEr~ THE FLOOD INsur~ANCE f~,\TE MAP FOR PINEL~-\S COUNff, FLO[~IDA, COMMUNlff PftNEL NUMBE1~ NUM8Er~ 125096-0008 D, DATED a/19/91. ZONE AE IS AT FLOOD ELEVATION 11.0. 19. ME,\N HIGH TIDE AT ELEVATION 1.:3, ME,\N LOW TIDE AT ELEVATION -0.7, N.G.V.D. 29. ~l'l\~ DA'rA H.GOO lONE OJMMEHC~~.L GENE.:~;\.L OFF1CE / 'N;~H!::HrJIjSE / nmlFr ~)fOt~E nmlFr Sroi~E / 'NM{EHOIjSE i{E.P;~li~ SfOi{E ,~E eEl :;v;\nmJ 11) PM~EL 1251j~);3 nCC};] 0 CONsrf<UC nON IN f<O'N NOlES E:<~STlWJ lONlHtJ EX/STlNG L,~NO USE P :{O P OS ED L;~.N 0 US E ;JUILDlNG A:{f.A :{EMO'JED 11..j1ij $.F. 1. COMPACTION FOR PIPE BACKFILL SHALL COMPLY WITH AASHTO T-99 (100%). 2. ALL r~IGHT-'()F-WAY INSTALLATIONS SHALL COMPLY WI TH THE STATE OF FLor~IDA UTILITIES ACCOMMODATIONS GUIDE. I ~{C:P ~lC14 (fl))f 'I,t';~'( Itt-' '11 1) ~H.~~ "4~ \, \ I i~~O' :}UIIIJIW; ~F.m,,\C;~$; i{Ef1UI:~ED: F:{O ~J r i{EM~ SIDE P:\OPOSED: F i\O~J r SIDE Gi{f)SS SHE ,~HE;\ 25' / 15' 11)' 1-.'s.a11 S.F. (1.lJf)6~) AC:U:,S) .3, ALL CONS Tr~UC T I ON SHALL 8E IN COMPL lANCE WITH CITY OF CLEAf~WA TEr~ DEVELOPMENT ORDINANCES AND MINIMUM TESTING FREQUENCY REQUIREMENTS. 4. SIGNS AND BARRICADES SHALL BE PER THE FOOT MANUAL OF SAFE PRACTICES: REFERENCE FOOT INDEXES 600 THRU 650 AND 17-349 PER ROADWAY AND TRAFFIC DESIGN STANDARDS LATEST EDITION. 25' 21)' 11)' , ~ ~ 'i 'l) 'H~:~~ P:W~NO 'j(C? ~:/(N (f1))f ,M~,€( 1;;'4)) :~1 1) F "Ai~, M;\XIMU~\4 0.56 O...1l) == 1.'s~2.jl) 11-..s.a 11 5, A AMAINTENANCE OF TRAFFIC PLANA SHALL BE SUBMITTED PRIOR TO THE CO~.I;MENCEMENT OF f~ I GHT OF 'NAY CONSTr~UCT I ON WHENEVEr~ ONE or~ Mor~E OF THE FOLLOWING CONDITIONS APPLY: l~J 2l. c~~x ];;u: '.S,i~. Pi{OPOSED 1).~)6 0..}5 == (1.'s~2..10 ~ 15,}.52) I 1-.5.;] 11 A- A STREET IS CLOSED TO THRU TRAFFIC FOR PERIODS EXCEEDING FIFTEEN MINUTES, , , t.) ~.) ~) \~ ~J ~ f.J) t i'N!J 1i1~~ f F ,A it P:{OPOSED ~ hIt!: mff !.S.:t M;\XlWjM ,) (H;\1l) I;;.fl=' ",,- () Cl. (j o .n o ~ 0.. J: ro Cl. E ro f- 8- ONE PHYS I CAL LANE sUPPor~TS TWO-WAY TRAFF I C MOVEMENT. () 1../d~amrW 1M.!: Xmdug Appl'ln'! { CIIY c:- ()_r:Af{'v'VATl [ ~ L ','\; l' I i 'I.lB 01= P r I 1.1 ~,-l, 'OJ !-_ . BY ,\~j !\JQ -~~____ D/~n:__\9. ~\. ~ k~b~_- ~ ~r c..:> is L1J :,:: L1J Z UJ cr: 2 2 <{ ~ ~ -'t "" ,..: o N o N N ?i o f- " ei: f- W f- Vi :ll ~ U Z <{ ..J 0.. L1J (/) ~ CD S ~ u ~ ~ l' o o ~ ~ E LO fer) 'J E.l~.AG E: L;~,N!)$('::~FE'I cJPENSP,\CE ;JIJIUJIHCJ.S ;\'S P HAL f leONG. TO ri~.L ;~HE;\ C- TRAFF I C LM~E (S) Nor~MALL Y DES I GNED TO HANDLE MOVEMENT IN ONE D I r~ECT I ON Ar~E BE I NG r~ECHAN~~ELED TO ACCO~viMODA TE AN OPPOS I NG MOVEMENT. == 15,155 /hs.a 11 1.j~2.,SO / 1-.'s,a 11 15,1-.,52 /1-.5.a 11 ,1-J.a 11 .J1-.5,);'~ ..10. 1 ~);'~ .j5.22;-~ 1 CO,Of);'. 6. SIDEWALKS ARE TO BE r~ECONSH~UCTED WITHIN ONE (1) DAYS AFTEr~ r~EMOVAL AND SAFE PEDESTRIAN TRAFFIC IS TO 8E MAINTAINED AT ALL TIMES. WHEN EX 1ST I NG SIDEWALK I S r~EMOVED , I TIS TO 8E r~EMOVED TO fHE NEAf~ES T EXPANSION JOINT. .. -. .~ ..!;..... '*.... ~,,/iI,~ ...?l 'A,i/' l'. .. .. .... "'" ~-,.;>> ::'-~ .., pr~OPFr{l'( L1NF FXISTING CONCr~FTF G Fj\J Fr~,L\L j\J ()-rFS: == == == PM~;<ING :~Er~Ul,{ED: i~EGIJL;~H 7. PLACE EXPANSION JOINTS V~1ERE 4d AND 6n SIDEWALKS ABUT. PROPOSFD CONCRFfF 1) ALL CONSTr~UCTlON ON SITE & WITHlN THE RIGHT-OF-WAY AND E,\SE~J, TS SHALL CONFor~M TO THE METHODS, STANDAHDS AND SPECIFICATiONS 0'- Clff OF CLEARWr\TEf~ AND ALL APPLlCA8LE AGENCIES. 56 (6 SP. / 1.'}OO S.F. ,~ErMl/$;\LES) --.1. (1 SP. I SfO.?},,]!: ,\,Hf.,\) 5i3 8. SAW-CUT EXISTING EDGE OF PAVEMENT PRIOR TO REMOVAL OF CURB. 2) CONTr~N'::TOR TO CLE,\r~, Gr~UB AND r~EMOVE ALL DE8RIS ON SITE AND ALL Af~E,\S OF THE r~IGHT -OF -WAY AS NECESSARY TO CqMPLETE WOR' . Hh'm ~Ci~F P EO 9. ALL DISTURBED Ar~EAS 'NI TH I N THE RIGHT OF WAYS SHALL BE COMPACTED TO 100% MAXIMUM DENSITY, RESTORED TO ORIGINAL CONDITIONS, REGRADED AND SODDED. P,~H;~INr; Pi{r)'J1OED: HMmt('::~PPED == CM~ P;~H;~ING == Tr)r;~L ~Pi\C~S == ') 25 21 ~ pr~OPOSFD ASPHALT pr~OPOSFD TOP OF BANK pr~OPOSFD CONCr~FTF 'NHFFL STOP SILT FFNCF Tr~FF BAr~r~ICADF :.3) f; ,-;- 1 r;. , ; . '..I ~..- ~~ I I _.:....l ~ c:J~ .'.;J .:> r .-'-.~c ":LC--I f.i5/'l'l/'"111 ] 1 I '-I I I I;:.:,,{ I I J .-- I I I I I ,L::!..I I,,,'" 2..L~ . :...) I ~~ t'L~~r I ~3. r;-:T J'Tl n::r I .--- r-r-- I .---.--- r-- I .---.---r-- I .---r-r-- I .---.---.-- I r-r-r-- I .-.-.-- 4) .', ! ALL CONSH~UCTlON MUST CONFOHM TO THE MINIMUM SrAN.DA.r~DS SET , / For~TH IN THE C11'( OF CLEAr~W,\TEf~ ZONING r~EGULAflqt~'?,'~.' ,;',:: )' . ~':(:i;,'" {' " . ,. '''I: /7 / /,~r'l ~. ,s-' l\1 I, \,,\, /, / DISPOSE OF ALL UNSUITABLE MATERIALS OFF -SITE.E~~'IJ,'IPMEN~:'"i(~,13~ f .,' '~/~) l, . DiSPOSED OF Of~ MOVED IN ACCor~DANCE WITH INs~r~u~nONS ,pF;;~\r..~",: ~~'i;< ;/:~- COMPANY REPRESENTATIVE. \~;i '~.. ,~/,)'~~;' . '~~( . I , :i 'J;1f.;i ';f/':~ l' ;. <' '5"1527 ALL MATEr~I/\L EXCAVATED TH,\T IS SUITABLE FOR FILL ,W~DEr~ ~'p~vm(G,:~~ . . i~U2'1 or~ ~\NDSCAPING Ar~EA, is TO 8E SPf~EAD AND COMPA.CJED IN, .;l;.~,t~' '.',,,J LOCATIONS DESIGNATED BY THE ,\f~CHITECT/ENGINEEf~.,'t ~~~~ ',i~' . . J' f. " I~^~-I)~ ..:" ~;:.'? #. , H20 MJDl11mJ,;~.L PM~;~ING SPACES iWMLALE ;\r EXISI1NG H.E.? LOf. -~#-- ~:>> 5) ....' "",,, ,:.I J HOMELESS EME:~GENC,( r:~O.JEC f, INC. 1120 N. OE r fY LANE GLE:\~~'N:\ rE~~, FL ~r5155 (H.E.r.) -1,J~'~ LI 1~"I~ J ('~' J 'J'J.adq----r"inl ~1~>). ~~ -1~~-1-1 l\l~ ... J.1,,~'::~Ji ~t""":':.M.' ~-~~1 L';~~J:.l,~;1 lj,;1 i2 r;j.i"!:.t'~-l' '..' .~?:^_~.i~1 II r" r) n.r...r. SI fE:\ THi~IFr S fO~~E SITE PLAN r~'tH' ~.' f '.--.-::i')~)' .~~. .'~. >,::: I '. ," -- L"f. G2.1 t:t 3;\$EjJL\N.,J:i~J [(:j IIJ')'XI:}~I) 1 r~,). -1-o......&.~~.;.."a.:..:;,..a :l "" ;! ~ 1 .$ o o N ,... N 'ij ~ 0. ~ __i ..:J -~ ~,..;.'-!.:::.:) r. r-: '. r. . ,.'" .c.r"'-''''' C! ~~~: ":.' '^-" .~ '...!.!J ~~_, ~'....:.:..~_!-,,~_~' ':'~J .:~2J ,,:> :"cl;J v" '::~:"~!E 'I) ~) I I 1" ::: ~1) :2.1) 'I) IJ I I I I I ~ C'l- D n. cj o "' o 0... I t1l n. C t1l f- w ::.:: w z w cc 2 2 ~ N ~ D C'l "- o N o N N ::ti o (/) w CC W f- Cfj '3> 3 u z :) 0... W (/) ,~ ~ [JJ 3 u cu ro '9 o o ,~ ~ ~ ,'7' '1 r;... ~ ..L:J ~ - fj '--.i ,.J '; ~ ,t~~lJ r.. .. G: (0"":''.:) '..! o ~ N ~ ~ 0... ~J) ~ J:A'al'/' J)J:~/(/II1P1YOjY ,," ~ 1~~E G:~i):i< ~1..;3 C,r4~(N I~:,jlf ~~I). 'It ;:'tG(~< ft LOf 113 i\S an ~!,N? (\~ H.Af Ih~~:(C;f :,DX:1.1.:E.D IN ~'L\f :)Xi< 'H, '(/(f.. /1 I:,f l1',E ~1..Lt;~~ :,:(O:i,~I)S Cf ~"L:\.nL\'3 1)}'IjNff, ttc::;A~;,".. EXIsmm LONlWJ Ex!sm~G LMm USE P:\OPOSEJJ L;\NO IJSE FLOOO LONE ;JUIWlHG M~f.;\ .{E.W)'JE.O :11;11 OI~~G ~F.l~l.;\r:;<~; .{r:tiU l.~ED: r.{O~~f .{f.M~ SlOE P .,0 PUS ED: ri{OUf i~f}H SlOE Gi\OS$ SIlE AHf.A F .A.~. M,\XlWJ!.4 F .i\..:~. P:\OPOSE.O !.S,:~. Mi\XlWJM '.S..~. P.,OPOSEJJ LOf COVE.:~.AGE: L;\NOS(~\Pf/ OPENSP;\CE ;JIJlUJlW}$ ;\.SPHALf/COHG. fOf,-\L ;~Hf.'\ P;'H;<'lNG i~r:r.~Uli~EJ): .~r:G 'J L;'H P.;\N OleAP P EO :)lT~ DA1'A OJMME.,C!i'L GE.NEHAL nH~lfr STO.{E AP,~HIME.Nr$ AE (EI FVAnON 11) PANEL 125c}!)i}-G'fjca 0 ..5,'2..> 1 S.F. 25' '2.0' 10' 21' SOH~WX( H;' SfM.~WX( 10' 15,O-'.}.12 S.F. (0...5-1.31 AC.U:$) 0.55 0.11 0.~5 0.51 == 1..JiJ'J.iJ 1 / 15.0-'.3. 12 ~~J.r)2.~~ == 2.5IJrJ..j.} / 15.f)l.j.12 1 i3.5;j~:~ ~ 5, 1 ;)5. ~)5 / 15,O}.>.12 .Jk1 f);~ ~ 15.01.3.12 1 GO.Uf):~ ., 1 PM~;<JNG P.,O'JlIJEO: HMHJlCAPPEO ~ C;Ai~ P;'H;<lNG == f()f,\.L $P,\(~ES ::: 'n~:~~ r:{fJ:~NO ll. I~.'~< li1U: . l'i'L'A H1:tE ~ ~',:\.E W:f;: ,~ cni~I)S H1:f f' () U:H~HHJlill H~:f;: 1 ., ;j r-.L~~r:;':cr-I ~:c5ll1/1)11 1 1 I [I I I 'L.:lt I I I I I I I I,~.-!J Ie..\. 2.'Lf ~~ I ~;,,; .1 '",~_~.l :.:!~ :.:!3 \..j ~ ,~-!.!) ..... ':~::,..,-".;,~ ~~s ..:~::J __~ :'Le:) "':.' .)'.,J "~.' .)'.... CONSTRue nON NOfFS 1. ALL DESIGN AND CONSTf~UCTlON MUST CONFORM TO THE MINIMUM STANOAHDS SET For~fH IN THE Clf( OF CLEAHWATER ZONING CODE AND/or~ HEG\TED ORDINANCES. 2. ALL CONSTRUCTION SHALL CONFOHM TO THE MEfHODS, STANDAr~DS AND SPECIFICATIONS OF THE Clf( OF CITY OF CLEARWATEr~ AND ALL APPLICABLE AGENCIES. 11. PROTECTION OF EXISTING STORM SEWER SYSTEMS: DUr~ING CONSTf~UCnON, ALL STor~M SEWEr~ INLETS IN THE VICINIf( OF THE PRO,jECT SHr-\.LL BE pr~OTECTED BY SEDIMENT Tf~,\PS SUCH AS SEcur~ED HAY BALES, SOD, STm~E, ETC., WHICH SHALL BE MAINTAINED AND MODIFIED AS r~EQUIRED BY THE CONSTf~UCTlON pr~OCESS. 12. SEDIMENT TRAPPING ME,\SURES: SEDIMENT BASINS AND TR.\P, PEr~IMETEr~ BERMS, FILTEr~ FENCES, BEr~MS SEDIMENT 8Ar~r~IERS, VEGETATIVE BUFFERS MW OTHER MEAsur~ES INTENDED TO Tr~AP SEDIMENT AND/or~ PR2/ENT THE TRANSPORT OF SEDIMENT ONTO AD,JACENT pr~OPEr~TlES, or~ INTO EXISTING WATEr~ BODIES, MUST BE INSTALLED, CONSTRUCTED or~ IN THE CASE OF VEGETATIVE BUFFEr~s, pr~OTECTED FROM DISTURBANCE, AS A Flr~ST STEP IN THE G\ND ALTERATION pr~OCESS. .3. CONTRr'\CTOR TO OBTAIN APPROPR!r'\TE PERMITS FOR wor~K ON SITE AND IN THE r~IGHT -OF-WAYS PRlor~ TO BEGINNING CONSTHUCTlON. 4. CONTr~\CTOr~ TO NOTIFY ALL UTILITIES FOr~f(-EIGHT (4-<3) Hour~s pr~lor~ TO DEMOLITION AND/or~ EXCAVATION, INCLUDING THE LOCAL GAS COMPANY IN ACCor~OANCE WITH F.S. 555.351. CALL "SUNSHINE STATE ONE CALL SYSTEM" 1-/300-452-4Tl0 SO THAT UNDEHGROUND UTILITIES MAY BE FIELD LOCATED. 15. MAINTENANCE: ALL EROSION Nm SILTATION CONTROL DEVICES SHALL BE CHECKED r~EGUG\r~LY, ESPECIALLY AFTEr~ E,\CH RAINFALL, AND WILL BE CLE,'\NEO OUT AND/or~ REPAlr~ED AS HEQUIRED. 11. ALL pr~ACTlCAL AND NECESSARY EFFORT SHALL BE TAKEN DUr~ING CONSTRUCTION TO CONH~OL AND pr~EVENT EROSION AND H~ANSPor~T OF SEDIMENT MATEr~IAL TO WETU\NDS AND CHANNEL AREAS. THE CONH~\CTOr~ SHALL BE r~ESPONSIBLE FOr~ I\LL r~ESTOr~ATlON EFFor~TS THAT MAY BE r~EQUlr~ED. 5. ALL UTILITIES SHOWN AHE APPROXIMATE. CONH~ACTOR TO VEr~IFY AND COor~DINATE WITH THE Clf(, FLor~IDA POWEr~ & LIGHT, VEr~IZON, COMCAST CABLE, PEOPLES GAS, ETC. For~ THE REMOVAL or~ r~ELOCATlON OF THESE FACILITIES. 6. ALL SOIL EXCAVATION, Br\CKFllL AND USAGE TO BE DONE UNDEr~ THE r~ECOMMENDATlONS OF A CERTIFIED SOIL TESTING U\BOr~ATORY. -;. ALL UNDEr~Gr~OUND UTILITIES INCLUDING CONDUIT FOH UTILITY AND Ir~r~IGATlON cr~OSSINGS SHALL BE INSTALLED pr~lor~ TO PAVEMENT CONSTHUCTlON. 15. CONTr~ACTor~ TO VEr~IFY ALL PG\N DIMENSIONS AND SITE CONDITIONS, NOTIFY ARCHITECT/ENGINEEr~ TO ANY Dlscr~EPANCIES BErNEEN SITE CmmlTlONS AND INFORMr\TlON SHOW~~ ON Dr~AWINGS PRlor~ TO COMMENCING WORK. 16. ALL CONCRETE TO HAVE A MINIMUM SH~ENGTH OF :3000 PSI WITHIN 2/3 DAYS AND TESTED PEr~ Clff OF ClEAr~WATEr~ r~EGULA.TlONS. 3. THE CONH~r\CTOr~ SHALL pr-<OV1DE ALL Br~ACING, SHEETING or~ SHOr~ING NECESSAr~Y TO CONSTRUCT AND PROTECT ANY EXCAVATION AGAINST COLG-\.PSING. mENCHES SHALL BE KEPT DRY WHILE PIPE IS BEING G\ID. DEWATEr~ING SHALL BE PROVIDED WHERE NECESSAr~Y. PIPE WILL BE ON Dr~Y, UNDISTU:~BED SOil. VvET UNSUITABLE MATERIAL VvlLL BE r~EPLACED WITH COMPACTED SELECT BACKFILL MATEr~IAL. THE CONTr~\CTOR SHALL COMPLY WITH ,\LL r~EQUlr~EMENTS OF THE H~ENCH SAFEfi ACT CHAPTER 90-96 (DS/S8 2626) OF THE FLor~IDA STATUTES For~ ALL EXCAVATION TO A DEPTH IN EXCESS OF FIVE (5) FEET. 17. SLOPES NOT TO EXCEED 4:1 r~ATlO WITHOUT NOTIFICATION AND APpr~OVAL OF OWNER AND ENGINEEr~. 13. THIS PAHCEL LOCATED IN FLOOD ZONE ",\E" AS PER THE FLOOD INSURr\NCE f~ATE MAP FOR PINELG\S COUNf(, FLOf-<IDA, COMMUNlf( PANEL NUMBEr~ NUMBEr~ 125096--0003 0, DATED 3/19/91. ZONE AE IS AT FLOOD ELEVATION 11.0. 19. ME,'\N HIGH TIDE AT ELEVATION 1.5, MEAN LOW TIDE AT ELE.VATION -0.7, N.G.V.D. 29. 9. CONTRACTor~ TO MAKE FIELD AD.JUSTMENT, AS NECESSARY, WITH THE APPROVAL OF THE OWNEr~, ENGINEEr~ AND MUNICIPALlf( WHEN REQUIRED. 10. ALL ELEVATIONS r~EFEr~ TO THE NATIONAL GEODETIC VEf~TICAL DATUM OF 1929; REFERENCE BENCHMAr-<K, Clf( OF CLE,\RWATER BENCHMARK H:08. CONsrr~uCTION IN r~O\N NO fFS_ 1. COMPACTION For~ PIPE BACKFilL SHALL COMPLY WITH AASHTO T-99 (100~~). 2. ALL RIGHT-OF-WAY INSTALLATIONS SHALL COMPLY WI TH THE STATE OF FLORIDA UTILITIES ACCOMMODATIONS GUIDE. (]F~JFF~AL ~J()-rFS: 1) ALL CONSIRUCTION ON SITE & WITHIN THE f-<IGHT -OF -WAY NJD EASEMENTS SHALL CONFor~M TO THE METHODS, STANDARDS AND SPECIFICATIONS OF Clf( OF CLE,\r~V"ATER AND ALL APPLICABLE AGENCIES. -3. ALL CONSH~UCTION SHALL BE IN COMPLIANCE WITH CITY OF CLEAr~'NATEr~ DEVELOPMENT ORDINANCES AND MINIMUM TESTING FREQUENCY REQUIREMENTS. 2) CONH~r\CTCR TO CLEAf~, Gr~UB AND r~EMOVE ALL DEBRIS ON SITE AND ALL AREAS OF THE r~IGHT -OF -WAY AS NECESSARY TO COMPLETE WORK. 4. SIGNS AND BAr~R I CADES SHALL BE PEr~ THE FOOT Mr\NUAL OF SAFE pr~ACT ICES: r~EFEr~ENCE FOOT INDEXES 1300 THRU 650 AND 17.349 PEr~ ROADWAY AND H~AFF I C DESIGN STANDARDS LATEST EDITION. 5) ALL CONSTRUCTION MUST CONFORM TO THE MINIMUM STANDAr~DS SET FOf~n1 IN THE CITY OF CLEAr~WATER ZONING f~EGULA.TlONS. 5. A nMAINTENANCE OF TRAFFIC PLANn SHALL BE SUBMITTED PRIOR TO THE COMMENCEMENT OF RIGHT OF WAY CONSTRUCTION W.iENEVER ONE OR MORE OF THE FOLLOWING CONDITIONS APPLY: 4) DISPOSE OF ALL UNSUIT,\BLE MATEr-<!ALS OFF-SITE. EQUIPMENT TO BE DISPOSED OF or~ MOVED IN ACCORDANCE WITH INSH-<UCTlONS OF COMPANY r~EPRESENTATlVE. A- A SH~EE TIS CLOSED TO nmu TRAFF I C FOR PER IODS EXCEED I ~~G FIFTEEN MINUTES. 5) ALL MATERIAL EXCAVATED THAT IS SUITABLE FOR FILL UNDEr~ PAVING, or~ G\NDSCAPING Ar~E,'\, IS TO BE SPRE,,\D AND COMPACTED IN LOCATIONS DESIGNATED BY THE AHCHITECT/ENGINEEr~. B- ONE PHYS I CAL LANE SUPPORTS TWO-'NAY Tr~AFF I C MOVEMENT. C- TRAFFIC LANE(S) NORMr'\LLY DESIGNED TO HANDLE MOVEMENT IN ONE D I f-<ECT I ON ARE BE I NG r~ECHANNELED TO ACCOMMODATE AN OPPOS I NG MOVEMEN T . 6. SIDEWALKS ARE TO BE RECONSTRUCTED WITHIN ONE (1) DAYS AFTER REMOVAL AND SAFE PEDESTRIAN TRAFFIC IS TO BE MAINTAINED AT ALL TIMES. WHEN EX 1ST I NG SIDEWALK I S f~EMOVED , I TIS TO BE r~EMOVED TO THE NEAREST EXPANSION JOINT. -;. PLACE EXPANS I ON ,jO I NTS WHERE 4" AND f3" S IDE\VALKS ABUT. a. SAW--CUT EX I ST I NG EDGE OF PAVEMENT pr~ I Cf~ TO r-<EMOVAL OF CURB. 9. ALL DISTURBED AREAS WITHIN THE RIGHT OF WAYS SHALL BE COMPACTED TO 100% MAXIMUM DENSITY, RESTORED TO ORIGINAL CONDITIONS, REGRADED AND SODDED. LF(]F~JD pr~OPFr~TY L1NF FXISTING CONCr~FTF r ..-----.--~ 1 "".1:.. .. ~.. .. .. .::, ~ , . -',f' . % 1 ,; __.. .......A-.. 110 '" ~l ~,...,.".,."."""",.".."...] \V':" O:.',:".,-",^,,<: ~< -.,(',' ,-',.."" , -' ., "-,.-,, ;>:'-'/>,::-'>"-;.;:~:_"'.>,-:'> '/." " , ""'- ',' " . . -,' . ~' i _, ,.' . _", ,. ',;' ','-,<.,' " .; pr~OPOSFD CONCr~FTF pr~OPOSFD ASPHALT pr~OPOSFD TOP OF BAN~< pr~OPOSFD CONCr~FTF 'NHFFL STOP SII 'r r:"1~J('r- . ~ rcl c.JC Tr~FF BAr~r~ICf\DF ----' MAINfFNANCE OF rr~AFFIC: 1. IMPLEMENTATION OF ALL Tr~AFFIC CONn~OL PROCEDur~ES SHALL BE IN Accor~DANCE Vv'ITH F.D.O. T. ROADWAY AND TRAFFIC DESIGN STANDARDS (JAN. 1994 or~ LATEST EDiTiON). SPECIFIC STANDAr~DS ARE OUTLINED IN INDEX 600, 62:3, AND 660. PROCEDur~ES SHALL ALSO BE IN COMPLIANCE WlfH THE MANUAL ON UNIFOf~M n~AFFIC CONTROL DEVICES (MUTCD 1983 or-< LA.TEST EDITION). THE F.D.O.T. STANDAHD SPECIFICATIONS For~ r~OADS A~m Br~IDGES (1991 OR LATEST EDITION) AND APPLICABLE F.D.O. T. SUPPLEMENTAL SPECIFICATIONS, -#--#-- @ 2. THE APPLICANT MUST NOTIFY THE LOCAL ROADWAY MAINTENANCE OFFICE 43 HOUf~S IN ADVANCE pr~IOR TO STAf~TlNG ANY VVORK. I I I I I I I f:A i I :....) I ~,:!J ~t!:tf I F.J. r:=r1T-l~ I r-r-r-- I r-r-r-- I r-r-r-- I r-r-r-- I r-r-r-- I r-r-r- I r--r--r-- .-I,,) rot LJ .J.'~~ J ~1;~1 J .-\1~)). (J .-I~J:.J-' '1'1 ad~-" C,-h.l (H.E.P.) HOMELESS EME~<GENCY P~<O.JECr, INC. 1120 ~1. 8Elf'( LANE ('Ir:"\f)'U\fr:"r) r"l -('{1~~ ~ -Lr.: ., H:- r..", r __ ..1..1 :):) J.. I.....' 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".i) PROPOSFD CONCRF'rF pr~OPOSFD ASPHf\LT pr~OPOSFD TOP OF BANK pr~OPOSFD CONcr~FTF 'NHFFL STOP SILT FFNCF Tr~FF BAr~r~ICADF --II -#--#- ~~ /jj'alh O.EJ:5'{/IIIP7YOiY ,," f.'Di~ ;:''.::;.:4 N))r~~,:~, GtC(;.< r, Wf 1 ,\S ~1:~ ~!/~ (~~ (Uf IHt:;.tCf AS :,!.t)J:;;fW 14 ~Uf ;)X~< 11. >f.'(f.. 1;3 (f I1\E ~t:~1I..".; :;!.((~;f.s (f (J:~nL~S l):t:tff, JtC;;;f:.'.. f.'~;~ ;:,t:;{:4 ,I,IXH(~~, GtG(,:.< r, W1S :s n~l} 1 N.:II) IhE\i~~f 1 HH C,f W1S ;3 ,'ldl} 'J AS ~1.:~ ~!.I~ C~~ r'tAf l1;u;tCf ,\.s ;;JJX;;;fW ,14 ~Uf :):(~< 1:1, >f!(f.. l;J tJ:f n;E r'l..t~.; :;1.((~;:!:.s (f r',t"rrL\S '):tN f(, flC;;;:!!1\ f.'";~ ;:'1.;;14 ,It(,r~::~, GtC(;.< f, IhE ':X'JIH ,~4) nH (f Wf ..5 .I~~l} LIJIS '", 5, ,1M) 11) .'l<:1I) M~ f..\~f 11;j HH (f W1S ;~t .), ,,~~l) '-'J1S 11. 1-.S .'~.!l} H ,1.'3 :;1.'X;;;,'1J:V) J4 ~!.~~ (;;~ rUf la";;!.(f AS :;.'(I)J;;fW ,:4 rt.\f Cf)J~< 11. >f!(f., 1;J (f IhE ~1.tt..; iU)X:;;~S Cf ~J~~nL\S I)JtNff, fl(,;)'.:.\ f/u;~ ;:'1.:;;.:4 .!~XH,(~~. LtC(;.< r, Wf 1. ,Il~l} l1'E ~,(;;{IH II) HEr (f UJf ,.5 AS ~m ~I,.'i' IJ~~ ~tAf lLu;tCf :;1.((;;;fW J14 ~t.\f C.;(~< 11. ,.','(f.. l;J .}f IhE ~t,~t,.~ ;;1.I)J~;~[.s (f rJ:~!l!AS ,):'jNff, flG;~'.:.\ f.'~;~ ;:'1.::;,:4 ,1,1)) r(~~. GtC(~< f, UJf 11 AS rm ~!.I~ c;;~ ~t.\f !1,u;,tt:f :;H(:;;~IJW ,14 ~t.\f G((,~ 11. '(,'(f.. l;J tJf lhE ~1.;GIL'; ;;,tI)J~;f.s (f ~J:,:nL\,) (((Nff, f1J:h~.:'.... CONS rr~UCTION NOfFS 1. ALL DESIGN AND CONSmUCTiON MUST CONFOr~M TO THE MINIMUM STANDAHDS SET FOr~TH IN THE Clf( OF CLEAr~WATER ZONING CODE AND/Or~ HEU\TED Or~DINANCES. 2, ALL CONSTf~UCTlON SHALL CONFORM TO THE METHODS, STANDAr~DS AND SPECIFICATIONS OF THE Clf( OF Clf( OF CLE,'\r~WATEr~ AND ALL APPliCABLE AGENCIES. 5. CONTRACTOR TO OBTAIN APpr~Opr~IATE PEr~MITS FOr~ WOHK ON SITE AND IN THE r~IGHT -OF-WAYS PR!Or~ TO BEGINNING CONSTRUCTION. 4. CONWACTOR TO NOTIFY ALL UTILITIES FORf(-EIGHT (4<3) HOURS pr~lor~ TO DEMOLITION AND/Or~ EXCAVATION, INCLUDING THE LOCAL GAS COMPANY IN ACCor~DANCE WITH F.S. 555)351. CALL "SUNSHINE STATE ONE CALL S'l'STEM" 1-f300-452-4T10 SO THAT U~mEr~Gr~OUND UTILITIES MAY BE FIELD LOCATED. 5. ALL UTILITIES SHOWN Ar~E APpr~OXIMATE. CONTRACTOr~ TO VEr~IP( AND COOr~DINATE WITH THE CITY, FLOr~IDA POWEr~ & LIGHT, VERIZON, COMCAST CABLE, PEOPLES GAS, ETC. For~ THE REMOVAL or~ r~ELOCr'\TlON OF THESE FACILITIES. 6, ALL SOIL EXCAVATION, BACKFILL AND USAGE TO BE DONE UNDEr~ THE r~ECOMMENDAnONS OF A CEr~TIFIED SOIL TESTING LA80rllATOr~Y. 7. ALL UNDEr~Gr~OUND UTILITIES INCLUDING CONDUIT For~ UTlLlf( AND Ir~r~IGr'\TlON cr~OSSINGS S~MLL BE INSTALLED pr~IOR TO PAVEMENT CONSTf~UCTION. B. THE CONTr~\CTOR SHALL pr~OVIDE ALL Gf~ACING, SHEETlNG OR SHOr~ING NECESSAr~Y TO CONSTr~UCT AND PROTECT ANY EXCAVATION AGAINST COLLAPSING. THENCHES SHALL BE KEPT Dr~Y WHILE PIPE IS BEING LAID. DEWATEr~ING SHALL BE PROVIDED WHEr~E NECESSAr~Y. PIPE WILL BE ON Dr~Y, UNDISTUr~BED SOIL. WET UNSUITABLE MATEr~IAL 'NILL BE r~EPLN~ED "^11TH COMPACTED SELECT BACKFILL MATERIAL. THE CONn~ACTOr~ SHALL COMPLY WITH ALL r~EQUlr~EMENTS OF THE mENCH SAFElY ACT CHAPTER 90-96 (DS/SB 2626) OF THE FLor~IDA STATUTES For~ ALL EXCAVATION TO A DEPTH IN EXCESS OF FIVE (5) FEET. 9. CONTr~ACTor~ TO MAKE FIELD AD,jUSTMENT, AS NECESSAr~Y, WITH THE APpr~OVAL OF THE OW~~Er~, ENGINEEr~ AND MUNICIPALlf( WHEN REQUIRED. 10. ALL ELEVATIONS REFEr~ TO THE NATIONAL GEODETIC VERTICAL DATUM OF 1929; r~EFEr~a~CE BENCHMAr~K, Clf( OF CLEAr~WATER Ba~CHMARK H:OB. C; F j\J F F~,L\ L j\J 0 - r F S : 1) ALL CONSmUCTlON ON SITE & WITHIN THE r~IGHT -OF -WAY AND EASEMENTS SHALL cm~FORM TO THE METHODS, STANDARDS AND SPECIFICATIONS OF Clf( OF CLEAr~WATER MW ALL APPLlC,'\BLE AGENCIES. 2) CONTr~ACTOr~ TO CLE,'\r~, GRUB AND r~EMOVE ALL DEBr~IS ON SITE AND ,-\LL Ar~EAS OF THE r~IGHT -OF -WAY AS NECESSAf~Y TO COMPLETE wor~K. 3) ALL CONSTr~UCTION MUST CONFORM TO THE MINIMUM STANDAf~DS SET For~TH IN THE Clf( OF CLEAHWATER ZONING r~EGULATlONS. 4) DISPOSE OF ALL UNSUITABLE MATEr~!ALS OFF-SITE. EQUIPMENT TO BE DISPOSED OF or~ MOVED IN ACCORDANCE WITH INSH~UCTlONS OF COMPr'\NY r~EPr~ESENTATlVE. 5) ALL MATEr~IAL EXCAVATED THAT IS SUITABLE For~ FILL UNDER PAVING, or~ G'\NDSCAPING AHEA, IS TO BE spr~EAD AND COMPACTED IN LOCATIONS DESIGNATED BY THE Ar~CHITECT/ENGINEEr~. MAINTENANCE OF rrV-\FFIC: 1. IMPLEMENTATION OF ALL Tr~'\FFIC CONn~OL pr~OCEDur~ES SHALL BE IN ACCORDANCE WITH F.D.O. r. r~OADWAY AND TRr'\FFIC DESIGN STANDARDS (.JAN. 1994 or~ G-\TEST EDITION). SPECIFIC STANDARDS ARE OUTLI~~ED IN INDEX 600, 625. AND 660. pr~OCEDur~ES S~1,'\LL ,-\LSO BE I~~ COMPLIANCE Vv'ITH THE MANUAL ON UNIFor~M Tr~AFFIC CONTROL DEVICES (MUTCD 19f3B OR G'\TEST EDITION). THE F.D.O.T. STANDAr~D SPECIFICATIONS FOR ROADS AND Br~IDGES (1991 or~ LATEST EDITION) AND APPLICABLE F,D.O. T. SUPPLEMENTAL SPECIFICATIONS. 2. THE APPLICANT MUST NOTlP( THE LOCAL r~OADWAY MAINTENANCE OFFICE 4-B Hour~s IN ADVANCE PRIOr~ TO ST,-\rHING ANY wor~K. ~~~ I :..::'~~ I r-J..~c:"cr-I ~:,,5/'l'l11)';1 1 1 I II I I i:":t€ tL~' [l~.\ 2.,'Lf. ~~_..1 ~:t ~,..... -^.'J c.:J_".,j .'.;J J ,!.I.~ ...;J :.!~::'.."".:,!J _~J ..:~O:l ,.>) :'c':J .....' Jri._~ \ L- ___~---~----=---~--~=:-L}-\~3l\r:LE~~~~rC-M}-\DJ~30N ~}rHEEr (P) _--- ~-=c:, (,~~:-"/f,ILT '/!!J!II.v,'ft!~,)J ~ ~~O':.::::::__ .;?)# /'ti?i'IIT l:r :fifY (P) ~~{~gi;~/~\o~ ~\ \~ A2f' 1:7!~:~o.-~~~'1 (t.'/~ :?(,-lrrJ1j;--;pJ ~ ~p,,'': ",'11'1 ';";"f'" ~-\ >. 'I/~~/- ~:JrJ 1/ r~ F 2.fl (/f.J v ~'. './.' 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'/1f'~':CJ:5...~"Q# (p) _I ~"\ ,r;!f..~ ~." , . ') ~ 11(~,( (G~(;;.!l~ ;",Ui~:tl ::\ 1'"'!'fl' ,'';' _ ,'~:S f:/.~/tJ.t;f ; 3.-~'J .~ ~ .- ~L()-r '12 ~, /(fP# 1 - I!~F' ,# ~ ~ - . J ,.. ~;(:~! O:(:i~;~l~ . ~j ~:':':=1=\ W///////4/<<f"/~J~w/////;;'~J~;////////////#//.aF///&////lJ~ \ ~ t~;- ~~ 125.!.V# (f') .11.2'"'# ::>l'l\~ DA'l'A EX!SIlHG lONING EX!Sl1HG L.".NO USE lNSnOJ110NAL r;OMMUWff OH1CES / CHUi{(~H COMMUNI1Y OH1CES / CHUi{CH Pi{OPOSED u'\,NO USE FLG()D Lm~E AE (ELE.VA 110 ~J 11 ) P,'.NEL 115fj~Ji3 cooa 0 UtjIUJl~~G i~HE;\ i~EMO'JEO 1,.jeJO S.f. GIJII JJIW; S::JH.N::<S: i~E'~UI;~E!): Fi{mU i~8'H SIDE PiWPOSEO: F:{O~.~f ~1!J~ G i{OSS SITE /tJ~ 8\ 15' 20' 10' AS SHOWN A$ ~HOWN S.F. (2.01 AC:~ES) f "ti~. ~,t~;<lMU M :,3'/,500 O. i3;j f ,,\..it PiWFOSEO 0,..5') ~ ,~,"'.J:j.;j / iJ1.5GO i~EWJVED FLCJ(Ji~ M~8\~ P:WPOSED FLCJOi~ Ai~8\~ NEf GAl~~~ 1,.JOO SF $-.li}5 Sf J,H;;j Sf '.S,i~. Mi\XIMUM O.~;j 1).52 ~ (2'1-,.J05 {.. 21,r)i35) / :31.500 LS.i~. P;{OPOSED LO f GOVE.i~AcJ E:: lAND$CAr~/ OPENSPAC~ UUIL!J[NGS ASPH,"_Lf/GONG. fOfi\L Ai~f;\ $-2,1.JI) / ;J1,5GO 21-..J05 / iJ1,5GO 21.0i35 / :31.500 :31,500 1.3. 1 :);~ 21.1;j)~ 2'1-.0};'-'. 1 CO.GO;'-'. \ ,'H.';"J \1' .:'~ l/"'f~ H I ." ..41 ~ ~If'. III '.'E~_:J ,..( <c'.. 'f,:I".'" 1"1 ""':';"I"~ I ~ !:..."j..) ~~ \~.I .. ~,..~!J.,-,{:.l'!:. 'l~'!~f::;< -- tiP ~ ~ ~ ~ \ \ 11. pr~OTECTlON OF EXISTING SfOr~M SEWER SYSTEMS: DUr~ING CONSTRUCTION, \ ALL STor~M SEWER INLETS IN THE VICINlf( OF THE pr~O.jECT SHALL BE pr~OTECTED BY SEDIMENT mAPS SUCH AS SEcur~ED HAY BALES, SOD, STONE. \ ETC., WHICH SHALL BE MAINTAINED MW MODIFIED AS REQUlr~ED 8Y THE CONSTRUCTION pr~OCESS, \ PM{;<JWJ i~E'~Uli~E!): J SPACES / 1.0GO S.f. NEW UUlL!Jl~m ,'H8\ .j 11 ..5.501)1: ~ 11 SPACES '}).'J'r' ~~) PM~:<JNG: :3 NEW SPACES WlL OE Pi{O'J1!JEO 12. SEDIMENT Tr~PPING MEAsur~ES: SEDIMENT BASINS AND TRAP, PEr~IMETER BEr~Ms, FILTER FENCES, BEr~MS SEDIMENT BAr~r~IERS, VEGETATIVE BUFFEr-<s AND OTHEr~ ME,,\SURES INTENDED TO Tr~P SEDIMENT AND/OR pr~EVENT THE n~ANspor~T OF SEDIMENT ONTO AD,JACENT pr~OPERTIES. OR INTO EXISTlNG WATEr~ BODIES, MUST BE INSTALLED, CONSTr~UCTED OR IN THE CASE OF VEGETATIVE BUFFERS, pr~OTECTED FHOM DISTUi~BANCE. AS A FIRST STEP IN THE LAND r-\.LTEr~r'\TlON pr~OCESS. \ \ \ \ -rl }::l ---- =..rJ 'q ~ "t rrJ. "~ -' ~~ r ~~~ ~ ~~ ~ - rJ ~ '1 ,..# ~~ ~ ~~ '~~J ~ .~~~ ~~ < rIt 7 ~ ( : ffl 15. MAINTENANCE: ALL Ei~OSION AND SILTATION CONTr~OL DEVICES SHALL BE CHECKED r~EGUL-'\f~LY, ESPECIALLY AFTEr~ E,\CH R.AJNFALL, AND WILL BE CLEANED OUT AND/OR REPAlr~ED AS r~EQUlr~ED. 14. ALL pr~r'\cnCAL AND NECESSN~Y EFFor~T SHALL BE TAKEN DUr~ING CONSTRUCTION TO CONmOL AND PREVENT EROSION AND mANSPor~T OF SEDIMENT MATEr~Ir'\L TO WETLANDS AND CHANNEL Af~E,,\S. THE CONTr~ACTOR SHALL BE r~ESPONSIBLE For~ ALL r~ESTOr~ATlON EFFor~TS THAT Mr'\'( BE REQUiRED. 15. CONTr~CTOr~ TO VEr~IP( ri\LL PG'\N DIMENSIONS AND SITE CONDITIONS, NOTIFY Ar~CHITECT/ENGINEER TO ANY Dlscr~EPANCIES BETWEEN SITE CONDITIONS AND INFOr~MATlON SHOWN ON Dr~AWINGS pr~IOR TO COMMENCING wor~K. 16. ALL CONcr~ETE TO HAVE A MINIMUM SmENGTH OF .3000 PSI WITHIN 2(3 DAYS MW TESTED PEr~ Glf( OF CLEAr~WATEr~ r~EGUG'\TlONS. \ \ \ 17. SLOPES NOT TO EXCEED 4: 1 r~ATlO WITHOUT NOTIFICATION AND APPROVAL OF OWNEr~ AND ENGINEEr~. 1 a. THIS PAr~CEL LOCATED IN FLOOD ZONE "AE" AS PER THE FLOOD INSUR.ANCE r~ATE Mr'\P FOR PINELG-\S COUNf(, FLor~IDA, COMMUNIf( PANEL NUMBEr~ NUMGEr~ 1250')r)-oooa 0, DATED a/19/91. ZONE AE IS AT FLOOD ELEVATION 1.0. 19. MEAN HIGH TIDE AT ELEVATION 1.:3, ME,\N LOW TIDE AT ELEVATION -0.7, N.G.V.D. 29. \ 1. COMPACTION For~ PIPE BACKFILL SHALL COMPLY WI TH AASHTO T-99 (100%)\. I 2. ALL r~IGHT-'{)F-WAY INSTALLATIONS SHALL COMPLY WITH THE STATE OF FLCRIDA UTILITIES ACCOMMODATIONS GUIDE. I :3. ALL CONS rr~uc T ION SHALL BE IN COMPL lANCE WITH CITY OF CLEAr~WA TEr~ I DEVELOPMENT ORDINANCES AND MINIMUM TESTING FREQUENCY REQUIREMENTS I 4. SIGNS AND BARRICADES SHALL GE PER THE FDOT MANUAL OF SAFE PRACTICiFS: r~EFEr~ENCE FDor INDEXES 600 THRU 650 AND 17.349 PER r~OADWAY MW TRA F I C DESIGN STANDARDS LATEST EDITION. 5. A "MAINTENANCE OF Tr~AFFIC PLAN" SHALL GE SUBMITTED pr~IOR TO THE \ COMMENCE~"iEN T OF RIGHT OF WAY CONS rr~UCT I ON 'NHENEVEr~ ONE or~ Mor~E OF THE FOLLOWING CONDITIONS APPLY: \ A- A STREET IS CLOSED TOTHRU TRAFFIC FOR PERIODS EXCEEDING \ FIFTEEN MINUTES. B- ONE PHYSICAL LANE SUPPORTS TWO-WAY TRAFFIC MOVEMENT. \ C- TRAFF I C LANE(S) Nor~MALLY DES I GNED TO HANDLE MOVEMENT IN ONE D I r~ECT I m~ ARE BE I NG r~ECHANNELED TO ACCOMMODATE AN OPPOS I NG ~fOVEMENT. 6. SIDEWALKS AHE TO BE RECONS Tr~UCTED WITH I NONE (1) DAYS AF TER REMOVAl AND SAFE PEDESTRIAN TRAFFIC IS TO BE MAINTAINED AT ALL TIMES. WHE~ EXISTING SIDEWALK IS r~EMOVED , I T IS TO BE r~EMOVED TO THE NEAr~EST\ EXPANSION JOINT. \ 7. PLACE EXPANS I ON ,jO I N TS ""'HERE 4" AND 6" SIDEWALKS ABU T. \ B. SAW-CUT EXISTING EDGE OF PAVEMENT PRIOR TO REMOVAL OF CURB. 9. ALL D I S Tur~BED Ar~EAS WITH I N THE r~ I GH T OF WAYS SHALL BE COMPN~ TED TO l100;" MAXIMUM DENSITY, RESTORED TO ORIGINAL CaNOl TIONS, REGRADED AND SODDeD. CONS rr~uc nON IN r~O\N NO rES .:,t I t..') J !.L=.!J (H':tf ,.J. ~rrr-J;'T .--.--r-- .--.--r-- .--.--r-- .--.--r-- .--.--r-- .--.--r-- r--r--r- HOMELESS EMEi~GENCY Pi~O.JECTJ INC. 1120 N. 3E fry LJ\NE CLEA:~'NA rE:~J FL ~r5J55 ( , \ <:) "'. ,',y" -~';j",~ -~--t~~. I, ~~: <' ~t :j'#/JU/;/il . I' (oS ' . ~~ is 'n.1 -~~ ~ 11)" 07'~ L()-r i'(~" 14 ~;!~~ ... t~ _tf1' ; : ; <fl" Ct'!- r ~ ,,:; ~ .- " 125.(..V' (p) .. . 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L..L,.. ",(:,."..".,l:,.,p.,c..."..L.", ['C'" . "..~' "\,..., 'VTI", "'r L[),l,~c"1~,e.'f",'-','"'~"',\"o,,,,l ! -- -- ij'f'"' "f"'''f}f~Yrf1 ,~,1.~~=._","..,~,,~__,~,~_~~ ,~""c",,,...r=c,,cL",",,,=,~,"l,-~, ^ C) I ,,()1--'. ,~ \ ~~, ,fi!l- l' -,I)" J t-~~"--~~-~'~T r C{J- ~.1 W_'''''$''''''''[\.I'',~,;):--'r'I~. ,_u~ ST.\ND.~.r~D F'::;:E-PAH~lED DISN3LE.D P.~.RKiNG SIGt~ XHllE 80i:;>DER ON 1/13" n'IlCK SHEET ,$( S1~J;OOL ,1'U'~JliNV'" 8LUE BACKGROUND -~-'f'~ PARKiNG'dY , I . 1""";;>"")1 ED'!:> '"'PER~iir · I : ~r~15;:UND [!:~~~~~~J _ l~ I --[~,----~'-......., ~:~ 2" ,m D'P'~D G.'-m""lD , ~t IL " ---_:--J sr""~"'D ,'OGHf "Ell. PIf-' i~~~...~,.,a:<; '~:-I I ~: :':M:',\,>,.:,~~ 1 ..~_"'e...~.......~, '.if! ; 'if '...'Il:l","\_~..."'",,'" !l'''" ,,,,"1i''''::' . ,1'., I"~ ,,,,1F' ,.,,: 1"31~'lt;""/}J~~"h..":'f ,__,_ ~ .1, ._,,_ti)_~@J~_~_~"<<<_, 'ai, . "-lrTTI'~'-."-"'.I'1 i::, ~~""i, 7i;UI.:'--I'=-' ~IJI-.I., I a "X2' - 8." CONCRE..lE !/.ASS. :::: "~i I I ".;; l~=~~- FINISH lOP OF !ll~S-S LEVEL . ,-,~-"~ I . ,1"" "'.'.'\V\11~ A SUGHT Pv\lSE.D.V,l~SH --, I, 1:',_"."" ". ~ I _. :"~~III~ ~ APPROX;!/.AlE~'T' ,1/2" N30\'E I-".~~ ,-~ !.. _ ...-'--- I I : LEVEL OF l1JRF/SOD_ l~~j -.:cJ I a" l .'f'''-"=--'~'~._'If- T) Q) (j) o () x W T) 0) () r) () (J) >. == ("":J Or-'" :=5 X r5 r) w> (j) ~ C.,) . r r:r) 0'-.../ -) ALL LE. nlRS ,.. ~;lRIES He" l':"IJI~"" ,. .,)~ \' w'.. .# .-Jt,Jioc-.. \~ ~~\ ___.. .~, 'P,....~ II ~ t' . "#,,., ...~ . -~". l,l..~ ll:.~~ r Chornfer -_ If' ~:fJ1 -'" [ .-: I ~J ~~ r-Il-- _____L "5 - 1" I .32 I i ,'--- Jr II II ~J-,,, ~r- #4 II II I ~l 11~1 II~I --1 Q) II II ~ I' II ~_ ~.=..~"."",.._.~ _."....,..1...., }If 4 C h CJ rn f e r"".<;;;:::,- . x~", " r) '" "5 '\ - \ (.3" I ( . . r "~":1";;- ~ i~'1 I r;) r----J~...- i I.'~-~'~' ~"r- '-.../ ~r~- - r"?r co I ~, ~UI If~l- ~_i rJ) I t-rj I I I ~F I .3 )1 II J I '-.../ - I..... II ~ ?" CI_ 11- I 6 I -~_.~._~" .-t--J ( ,\ LL l>..~-"'--- ~. i'lIll 0,1 M 0 x:<T' """'''''''~-;;;:~'' . _ ~T.J I ~I tJ) ,l.,.,_,,,..,,,,,,~ . .' I ~I (j) ~".... CD I , Q I ',~ liVl1 ~~~~"~~<~ ~,-~.~- ~'~"r"''''''~ II II ~~ . I,' 1,1 C). l1) . I ~Il ~ ~II II -- ~ II II "J~._",.",_,,~.__ ___, ~ ^ c.) g" V. ( I ones 1I-"--'~-"'~'~-"'-~'~~"-l ~~,~~..""-,~,,,-,,---- :;.. I - 5" 38 J fI I. .--"_!_- ~ J /I 4 r~ lll.-~- ~_~L t'-- ~ ,0 I 1 II 7- ~ -4 L[) ~'~,~- ",,,,.<-'S_-e-.:- I ?' - [y' ~..,.,...~""~'-'........--.,.~<--.=......~~,~~ r 1" 74 "'".,,-~ ,,_. ~ ^ .. "'r -- ~~- I} .~"-'"' , ~) ~ ~ co SF(~-n()f\J r~ e conI rn end e d M 0 xi nl u rn Pip e 7'-0" Woll-18" Pipe .3' - f' WolI-? 4" Pipe S'I72' .. - -'. c -r'--'--I (" r,) \ -r'-- ,,.) c. c. __ J r'\ f-\ r Y' Stroi(~ht Burs ?";ffi 1" 3" r~ e tic u I in e B 0 r s 1 4 X l' 6 111 1" Bonds12x4 Approx. Weigh t 100 Lbs. 0- 1.0 '-..-/ ~~c~ !f4 B 0 rs (Cj) 1 7" Ctrs. P L/\f\J r--, .~ r 0) l1) 'I 1 ? '-..-/' 4 r) :? -> 1" ) V-Groove -'''''.=~-~,~--- rryp E "(~" FDOT INDEX /12:32 Dfrr(~ff B()rrrr()wf f~rLE1' 1 Lo yer Srnooth - 1" . Of 55-1f/ . .3 _~~ ~ ! ...,,_y(~_~~,:?__:;.. r~oofing r ___.L ~'-~-'----'_.----""r---'-'-~'-~" "~.-- --~~--_.._~ ---,,-----~ 7- Loyers Of 55!f Sr-rlooth r~oofinf (Mop All Contoct Surfoces Of Concrete An d r~oofirlCj With Cu t- Bock Aspholt. Stop r~oofirlCj Poper 6" Below Top Of Woll.) ..~.'\ 0) () r) LL Bors (CJ>18" Ctrs. 1? ~T 'I' Q 1 ~ . . to.J . "1',-"-." - '-1' .',." J /-'-~--'~;':.~;;'~~ -;;; "'--'-"""', t:'~_~.~ :.:~< ':'''';'!l. ,'..:L< 8L~CK OORDER $( I Fll ERS SHITE BACKGROUND S F (~ "n () j\J ~<F'( OFT f\1 L (T()P \/IF'JV) ~-,~- ( ,. h!.;..1 .~.. . ~_~-LJ ,r:J _,~ I I" , I ...__._.~".~.-1L"..:,l..__,~.~~,_.L,---..:t:.:.I' ~_L,..._.._~~_tl::L~_ (L...~-'~,,_Hj r=..__,__~"_.._._."."~,_.",_.~._.__.=._~,w~~:.l_"~=.,,~__,,,"~=-".,.._~,"~,,,~~~-,,-,,..l N01E: .ill ~'~"':Al'\'~t1t u.....JJ~~~'..}J t,) fa ti','JlllV':';!!'':'.1U.~. ..~......S' ...!-~].I. i!': ..:...~( h.;,~ (l",,"':':~) SF (~.rl ()f\J Gr~ f\ \/1 T'( 'JV ,L\LL ~J 0 TFS HFIGHT FXPOSED FACED 1 7 .3 FSTI ~/1 f\ TFO C)lJ f\~J TI TI FS F()r~ 'IV ALL PFr~ L1NEAr~ FOOT OF WALL CLASS "oJ CONCr~ETF STFFL LB .3 1. Grovity wolls constructed os extensions of reinforced concrete retoinin(j wolls, except wolls of proprietory desi(jns, sholl hove the sor'ne foce texture ond finish os the reinforced concrete retoining woll. , ~) 7. 0.70 , ~J 0.,3? r' 0 0.4.3 7 Cost of rein forcirHJ steel ond foce texture Orld finish to be included in the controct unit orice for I C I 0 s s r'oJ Con c r e t e ( r~ e t () in i rHj W CJ II s ) C '(. 11 -, fIl\~rDIC1\PPED Sl'l\LL DE1'1\IL N.T.S. C~ I~l\ VIrry ,y l\LL N.T.S. FDOT INDEX /1520 N.T.S. ~~j~i~(~;c~~(~~(~~;~:~7~j~~~;~~"1---- -- -~;- ~;~;~~li~~~:~::~~~\t~~~r~~~~~~~v~(~I~~~~~~d P~I~~~~~~d; l' -~~'I ! ~--'~-;:l- Equol Ponels 6' -6" M(~~ J ( Plote At Top Of Woll Perm itted) For Bicycle Focilities:::::~f:c= i I 1---'-"'---''1 ~ !,u ~n i ~~~le ~~~~ ~ s 4~n ~ i ieQ~-~f ---- - ; ~ (n] l(jvO[)rl.i1Z ~ ((3j " H(~(X] I VN(] InJ ~I Z'~ (j r[-rr=~~:==;="-lr-"=-""-~~ ri[-~~"=~='===;r"'~"'=~=-~Ojj===-=--==-~==-T=='=o==e---=====-j.__- r 0 p ?l0 1r")~,3[1)' rO'1WOrllf)' Tube 'if _ "F~, ,<f1,' "'"^"".'n"....^'_ rB(]'~~ PI(]t^ - ~ v Wosher '11t='~"=-==="t~=~"'=-{ rj[~===~~r=1r'~~c==="'''='ir=-~:.'',===lr====-o==~jr~l7~1 Alloy ,- ----1----- _ _= _ J~~k\:~rT~ tThi:: r~esi~ient Pods In Accordonce With ---'---f':'=~~::-~::=--'==.J r~=T~=--------~ou_------------"-'----'~---j[~----'~ , Section 9,3? Of rhe Stondord Specificotions PIPF HANor~AIL NOTFS ,-. ----- ---- ----11--'- ----:-'L_=~__~,--=----=--=~-=--::::-==.:. ------ c--=,~ I r--.... "Hondroil Exoonsion ,Joints Sholl be I / - Concrete 1, All fixed join ts to be either welded 011 oround Loco ted In 'Ponel Above Structure ,Joint 1._ -- Sid2wolk Or Bikewoy ond (~round srllooth or stondord pipe roil fittirlCjS J!,------------- Jot ,the c?n troctors option, P?sts sh(;11 be conn ect;~ F-U- VA TI Ot'-J 'K~r"::"oi~."~'~~:, to ,o,-o;s e D y weld (~n I y. We I d f" I e r too e 0 II 0 Y E r~ 5 ,3 ~J b , 7 . An c h 0 r b 0 Its s h 0 II be in 0 c cor don c e wit hAS TM A ,3 6 0 r A.307. Nuts, woshers, ond bolts to be hot dip (~olvonized "'-", 3 II I ""'""'""o...o.~,__. 4 x 8" Anchor Bol ts in con forr-n once with ASTM A-15.3. After the nu ts hove ~ I been ti(jhtened, the onchor bolt threods sholl be distorted .~ fj) or the nuts ond bolts soot welded ond cooted with zinc I corn pound, Of Structure ffl\~r D I (~l\P P ED SIC~N DErrl\IL ~ ",,' U 0. U o 1') o ~ 0. J: ro a. E ro I- eu '"," UJ z W 0:: 2 2 ,~ co o co ,Y) "- a N o N N in o I- UJ o o CJ 0. cf, ::: u z :) 0. eu (f) .~ !!:l 0, ::: u ro ro "i' o o ~ y E Hondroil r~equired When Dropoff Bock Of Sidewolk Is More Thon 10". In Absence Of 0 the r S t r u c t u r e, G r 0 vi t y W (] II r~ e qui red Wh en Dropoff Bock Of Sidewol k IsM or~..~ .T~"~~ Thon 10". ~" 1/1 ~2c_ o-j I Hondroil g" ! ( I .~"~",~.._'"~_,~,~~,_,,~,~-- - ,- 111 1{/ :)2 14 t-~------~-I ['~-' : rfT : -~r:-" -~}.\",-\(If'j-.. ~.r:lj)~"~" ",_,="~","_f_ co ".._~~.... '\: "', \:( ( ...;,~~ '. """-""'=r~~_",_=",_""_~,~~~_ 711 . a 010. Hole _ 1'-0". ' _~ ",~..-......~..~",...=.",-"-,~.""""~,.."......,~",~~_",..............-..;,..-.<..""",,~..:.___~.,,",,,,,,,""'_'_"""'<'.w,.......'~~_ ~' 6" 6" ;)I~ I ~--l~;~~J'~'-"--1 . -,~"~" ~ r .--- ,,,,,",:1_'-~~~'-'.-"'''''''':'''--'~--"':''''''':''''''-"---'--''-'-:':--1 r"~'---~---:"-""'--':"'---'-"""==:~--""""-~' '~.'.~ ~"-'f-- ~,_....,,,"--= r':;:::;;;';:'::;:::;::;:-"-';:::::::;r= ;:::~::::7:~--::"7~::::::=1--'----- ".=." , I ! c: ! (' _.1..,__ '"'''_~''.''_''''. t:.:::::::::::.:::;;,.::::~ '-~~,,::;" ..", . r:::;=~-' .,,~_=-::;~.J "~,,=_=,,._ ",.._"'~\ ~;IAII~~-in ~Tls,e~I--------7------ 1 II 3 II ./ 4 X 4 Alurninur-n Set Screw r~u bber l\L(J wIIN (J wf PIPE ffl\N D I~l\fL :). Alur-ninur-n hondroil sholl be constructed in occordonce with Section 515 of the Stondord Specificotions. Poyrnent sholl be full cor-npen;3otion for furni;3hirlCj ond instollirlC~ hondroil, includin(~ nlountin(j hordwore, ond sholl be poid for under the controct unit price for Pipe Hondroil (Alurninur-n), L.F. AII9Y ~ 1 1 _~ MOUNT ON Gr~/-\ 'lIlY 'N/-\LL SHOVJN -r'(PI(~I-\L SF(~.r10f\J f\-r p()S-r AI u rn in u rllrt (3 " r"' " X 0 1 II 12 , ,,'''', ,k;' , FXP 1-\f\J SI ()j\J lJOI f\fr FDOT INDEX /1520 N.T.S. f3061 - T6i"lt~' '," ;;:."~~.{< . ^ //':, /' " , .~;.t/,./" \, ',' ..~J,' ,,/' ..~ A\.,.. '". ". ,,7.".,(. .' ;( '.. t ... r ""i1 fP' .. " ...," \. / _.~f"", .',. _ '., ',\1. "'"'~,''' c,_.- ,0:1' t:/' '-/-~;' I /j~!: i ~' " ,''', . '. ' / "5; ,",;, , i'o.,~/,. ,,', ~t:~~l/ ,:~~\:;:,:,'l,,'~:~ >~: ~/.,~<;:' " (,i t~-}~, l; '~.^' /i!/ ~,~:J > , ... .;R-.-' ,. ,_ '~1 :" B' 1\ C'F PI 1\ "rF I ,-\...J _ ~,-\ ~ >< i o N ,... N ~ N ~ Cl. fj J if -~ ~ ~.i ,,:I ,~ ~ ,..;.:..'.~ r., .. r:;:, r. '-!~ ,'.:) ~ ~~~ I ~.~~ I .1...!I......:!::/~~rt~t:'~.M' J~~~~~ l,J:.:~j:~l}~'J \J~' .~ ~:...J.-~~"::~~' '.' '~_:J..i'l I J L P fl.!:. . PAVING, GI~ADING A~'D DI~AINAGE DETAILS (SHEET 1) "~IJ' ,^.OI _.~...t c:..'.:( ::::;~ .'_' ,:J ,OA .~ .',;J '.'_::.__'-",;,~ _~s -=_21 ...:) :':c:::J r-~.~r:.:"r-I ~Y5/nllj~ . I I I II I I ;'.:,;f: l.'~ ~,.... ..!..'L~ :;A i ~...,) I I" '.!J ~Hltf ,..1 r;'T~~ r-r-r- r-r-r- r-r-r- r--r-r- r--r--r- r-r--r- r-r-r- HOMELESS EME~~GENC,( PI~O.JECT, INC. (H.E.?) 1120 ~I. BE ff'( u\NE ('I r'\rlH/\rLf) ["I (,'(,7"'''- ~ '--&-.::- l\ f:- r.l\, r -" .J.J :):) _J') rd LJ m'1g ,Is."' r~ J (~: J '1'1 a d~--' rrinl ..\, I~)o). '..J -1:::t::..l-1.J ~Hr G..s.,~ ':f. :J;\s~rL\~t.J:iJJ '~(:j ZtL'l2.tl~1) 1 b,. ~ .JJ ~ 1 ..s o ~~.' .j,. ~"J ~ C"i U 0- o o ,.!) o 0... I III 0- E !\l f- IJJ :<:: iJJ Z W ::r: ~ ~ ~ '-- "'" ,Xi C'") '-- o N o N N :n o f1 f- IJJ o o (~ 0... 0> :: U 7' ::i: ...J 0... IJJ (/) ,~ CO 0-, :: u tii :u '9 o o ~ u E ~ ~. -. 0;.- J' '>C..:.J !! - o '-.,i ,.:J '~ ~ I''':'~~ ,-;"1 .. r0 ..'. t ;.'" ~r ,_,CI ~ o N :-- N N N N ~ .~ ;\ L il-I U) --1 [fl ;\ U), CUR8 ~'""l AR'FS v 11_' ~"""FS " I 'IV"\f'.I_' . r f -- I BRICKS SET -1:'"::.-......-...--:-' iN CONCHE1E "'~c:J ~ (~ .. '~~~'~j)j "-O:(lE. "'-<"'\~~ . r "~.r;::-;'~--'-~ .~ , Y~;;"""-;.'<~. r-{ rn 6"~ ~~ ~~ I ~~; I \ -_~ I /' ----- -~-~-~T---- ~-()-C)-r5(~..n::fr.r-r5r5C5()r) c) (< c) r) 0:" c) c) r) c) c) c) Q " '\~C) C) ~ () r) r) c) c) (' UIB t(.m';., '.lI1.j ';')'..;'Jr 'l'j'jr'~'j'lto) '~~ill1 '1,1;4')"']" fUt.]r ('Jbd'1. c) c) c) _ c) c) c) c) c) (Wr.jfi 11O~~J .x ~'~U'.l',) <{.-.c) 7~IO[~) c) C~ ~ ~ 0:- -" r) r) r' }:),) ~ '" ...10 0 0 ;}IO P.V.G. I) '1<1;.](.1 (I1r" ~ I 1 ;3" I AS. U,t ~.Jr).J..5 Or 1 ,t,:.) ,':J ~ (')'Hd ;3'1 City Ei1'Jr'1~~ r. 6o_~j . I~ ~:=g: -~1l~ 60 1~~1L IlL ~ ~,j .~ '-T~ . 12"J -I 6" x 6" 10j10N.N.F. -.3000 PSI CONC;,:E1E s;;.:c nON ;\ - A s;;.:c nON B - ~3 C()N(~f~ErrE f~'L()~IE DErrl\IL N.T.S. ~'j'1.j G(o)',m ~'Jd A 1)'1<1;.] (..1 (.j[" 1/ \1 I 8 I B ~ I}J ~/ ____ 1 A L C)ljif'.lll $trljl.:;tlj(.) DEfENTlON POND ~t f.S. 1 /?I' .,' '-<It ~ ,'1lI1. r II .Jr i~"jtjr~'j'jt~ 12' M'l;(. 2,.' !.<'1;(. 12' M'1:(. ~~_._----~ ~-(~7,<" ~/(J ~ ;31 1)'1.j.;(d('.ll" / SECTION A-A ~t r.s. () ~I D EI~D I~l\IN Df~Y DErrE~Irrf()N D Erfl\IL I~'() I~ ,\ fl f~' '\S1 r l\Lr ~ N.T.S. ~:lJ I r-, ..- f~r,-r!>,,~~,r>r~r;.l1 I ~ I] (- - - -0- -1 r I I' I r 60 DIA. 51EfL aOLLARDS I' I I :J CONC. FILLED (TYP) I :J II? ~ ~;.t (y II III : ~~ )111 -, is ~g: r ~;< I, I.. :-> ,I, I :~~ I . '0 12' CLE},?ANCE ~v1IN. ~ I I -+r- +~" (v (v tr- caACE r I I {~~)G~: I L r - - -,- - ~ j (v (~ ~ OI~OP PIN PLAN HOLE (fT"P) a"x16" CC)NC;1:E1E - FOOTING 1"1/ 2-1f5 r1:E.!3Ai~ (lYP) 'L ~ ~~ niE BEAM \Vlrd 2-/jt5 \ Rj3Aa CONnNIJOOS rr f rr Ii rr I' rr I! 7J) rr Ii rr I: r r 'I r r II rr ~=; rrr.-, I,r;- ~1 J ;.?'l'; krill With C ~"3'.l" ~'.l11oj . -\ '\ \/~ SECTION B-B N. f.S. 1 t' CLEAR\NCE ~oAiN. \. r i I Jr . I' ;01 ~ SWING GA lE I.~ (TYP) :fn /,rr iff I rr _ 1-#5 AT 1-' I rr CENTE.R ,j rr ur ifr " r r CRADE rrrl r; r;-] 3000 P.S.1. CONCRETE SUB - -~-AONOUn~IC, MiN 6. n'HCKNESS, 6.x6" / 1 OX1 0 W.N.F. ;;:I.F.VA T10~l DUMPSTER ENCLOSURE (SINGLE) r.-,-.~rC:cC-I ~:':5/2'}1'),ll J J I 1---. . . I:':L€ I J J I I J I I l,~~~ ~l"" :";"'Lf ~..:.~~.. ,.:2.f ::::L~ ,-.;.11 _:J ,'.6 .~~ ,-.;) ,j~-.:;..~~,!...~ _!l.:S ...:...-'.1 ..:J :'c"" '":.Pt' .)\ ~'J ..-.' ..A..'J N.T.S. J I :..') 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Cf) ,'2. ~l <( ct:,-, o:~ ~~ ,~!..- Ul 0':4 ,,~ -...... CJ'..;> 0..> ""-""" Ot) a:r:.> e l1) ~. ::"j Q,)'- 6'~ d:J gj u a..j~ u.,I; ,~ 1> . B:r} ~~ lJ)~ ~ U : if.) I ~:o ..J()Q'-11 " (; F~ () lJ f\J [) F L () () F~~ P L,L\ f\J l/S" = 1'-0" f\ JJ : t I Q V\ :S ~ 'J @ copyri'jht Peter Morich Arch itect REVISIONS -~ -~ ~ ~( It:: (~ C) ('c: LL. ~. () l1:' < () LlJ LL. (~ (J) It:: LlJ LlJ () S: ---. -. Ll... LlJ LtJ Ll." ::) C) (J) <: --j lq L~ (J) :s (~) <( 1'< LlJ LlJ > LLJ (J) -- J --., I-.:.: C) lLJ 0--: <( -) ~ ll. S Cl) f'c:: () --. l' <( It: () -~ L.lJ -C. <( -- J l) '- Ll... () -. . EXISllNG BUiLDING r -- - - - - - - - -1 I I L____.~~ EXISllNG BUILDING Y'n};"'t ,1pJ1 l'Oi'l'd Ci (' /\1\ i:::~ r.. '.:r' r'" Ii P r \,~. \,)~-Q-. " I~\\\)~L_ (:) V'" (" "'1- ~--.... !J 1-I~rTf[(~n~~ rrwrnr~'" .,~ t I JG1~.. - -. -~..;~.,~......; '.l.~.-..":'I.>;l~~'.' '''111 ]: 1./ I.! .;<,.,. !ht .D FLh~ f,J!Y,iG~S -O"E\ f:. C01.f'ii:"J r-~ ~ G.) 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(~? r: [J I t\,IJ .~r ~ t>(j ~ ~(Ox \0' 96 x g.~ ~gS ~-- -\ OvERHANG \ .. :/?/,~,.->/~'~ /,'/ <,,' '," / ',.'/' .. /. -/', \'0 \ ' \ CONCPETE BL OCK BUILOINC n EV '= I! 5 I \ x FI .~ '- \'0 \ ' ~' \~~S 87;'J'/2;~ Itt\~.~ /25.84' (~/ x 12500' (P) x x \l~ ~ \~' l~ 1~ \\'0 , x ~ \::) ~ X L01' 5 o UCIY 1M fER FOU,iVO !/P" /R ~ r - ~ ~ LOJ' 8 , t:::) '0 ~ li) '6 ,~ \'" \ ' \L 125.00' (P) - a_ C4L Ct/LA TEO C/lO/?O BE4RINC CERTlFlEO CO/?A-li~ NECO/?O C/lORO CAPf-'EO ;/1'ON PIPE CAPPEO 1;1'ON I~OO CONCRETE MONUMENT CWP c.R. o OOT f'E f'F FNO COIrYrY./CA fEO /,fETAL PIPE COt/NlY /i'OAO OEEO I?Ef'E/r'ENCE OEPT. OF fRANSPORIATlON f'lAIr'EO ENO SECf70N tiNIS/lEO FLOO/? rOUNO C/ /E CrAIE INLET INVERT Elm4T10N ii'T'(JN f'l'PE /h'ON I-{'OO LlCIiT POLE (t/Tlur;J />fD4St./REO 1.,IIE/?EO ENO SEC170N /P II? LP ,I,! /.IES 3 \\' \'~\ ) \~ G (\i~ OJ ~VI -r x ~ 1~ x ~\. '., '... /~// CURB , ',/ ,'/,', --~ r- pp o UCM CAS) 1 CURB 1'00 ,x-- C><l ;1:4 TER VAt. Ie 16\:'VR8IMET __x--RE = 769 s: /E = 245' 24 ' E /E = 205' 12' N E= 237' 18' VCM CAS ,~"~', iL.:,' ~__! 4,,;' 36 \ -e-----~c.~'-1-1--7.-::..---~, ^ / /6' I' ',' '~............... ---------. IJ / ')~~-=~X-C~--:' "''X~~SET PK.~O;S'K . ~ ~~TOP E!.IV= 6.57' 13 C/ '1~' LI7;/6'71 I , 125.00' (P) N IE= 281' 24".~,-- , VCH5'AS T \ 89'45' \~. Sl.:l I (Pc~C) _______ .t-. ~ 1 \ ~ 1 \ ~ 1 0 F()VND- r:>-i ;---... ---~~\r:) X-CUT /1, s;;: :;:.::: x -t",;---;-. ".' ,S/t1EiJlAU( :\J ",..' 4,/.j --........ ~'~" 1 \ b.'l.. :.' f. OM. .:.CR~:r . 1 \ 205' ~. JJ~tr;;;;~:750 ~. , '.. I!. 3 / , \:J \)-- 1 ~. 1~ 1) -~J72 I '" ~ J.3" "-l CONCRE!E ~ BL OCK ~ BUILOINC ,- (S ~ -~ s.. ~ o 3/fNM/I pp c"" -\:::) \.~ l' ~ O-S-c ".Z.- ~ ~'~~'..... , 1 . ' , : 30(M) .6 . '6~ y I'EYPO.RAl?Y SITE BENCNMA/?K X-CUT IN SlOEW4LK aEVA110N = 8387' (SEE .MAP NOTE)f7) ; 90 UCM 6)1S (~6 9 ~ 9::: '-' (~ . \ \.)' , I ~_O.sNM/I ',... 4 . ,R, = 829' -(,; ~ ' ~ ~ 1'h, ~ t....J "'0 fPP\pp "'~ ~ l~ ~ %,. '. \ ~ rl,) ~'\ ~ ~} ~ . l 14) ~. ' ~I..o .....Jr'O cJ) 31. 4' . ~ ~ ~ -t-\::)' \, 1.() f \i \ 91.5' ASPNA!..T PARK/NC ----\ --~ x 9\ BUILO/NC LOJ' 9 ~ ~ ~ \ \ ~\ "-=- LOJ7 8 , ~ \::) ~ --l ~ \..::- LOJ' 7 , ~ \::) '.fJ 251.27' (C)\250.00' (P) Mil O/lW o.R. P PC P/ PK :U4MfOLF OtERh'E40 WIRE OtJ7a4L ,~ECO/?OS PiAT /r'Ef'ERENCE PO/NT OF Cf..t??t:4T1../RF POINT OF IN1E/?SECllON PAR/(E~ K4L ON N41L LECENO' PP PT ,? RCP RE S.I? 51A 125.00' (P) POWE~ POLE POINT OF lANCENT RECORO St//?rcY 11'EFFIT'ENCE RE?!r1"'a1'CEO CONCfr'E1E PIf-iE" /i'lY nm4T10N S1;41E ,~OAO S1;4ll0N IBM T08 TOE t/CY IW If;Y lEI,IPO/?A/?Y BENCH :U4RK TOP OF 34/v/r TOE OF 5L Of-'E UNOE/?C/?OUM7 :U4R/(Ei'i' 1'f:4 TER //,4L lot: 1f,4TE~ .WETEi~ 01 ~ \X '/ (,"U,1(8 IN!..ET ,T"E= 828' .~ N /E = 509' 8" IF /E= J.9J' 18n s: /E = 42~' 8" 56' (M) 6u '(P) \ ~) ~~ ~ ~ \.j f..... ~ '~ -<J Ci~ ~ ~ 6) \.~ ~ ~ '0 ~ '''-. ~ '-~ ~\:S~ f.....S( '"!-.~ ;t: Vi (,:) 'Z I '"!-..) 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COA.I1-fUNI1Y-PANa NO, 1205096 0008 0, Bal-?ING A REvlSEO OATE OF AUCUST 19, 1991, TlIE SUBJECT PARca APPEAI-?S TO I..IE IN FLOOO ZO/vES AE ANO X y, . /0f) ()t~ Ojf /0 7 I~. 'I }-- f' f] I) '{ I I _.J.__ IJ I C:;;Y?JYflYALJ JV: S rr'e ,\ I-J SYO/? VA7YO/? S CAY?JYflYC1 J~:. I IIEREBY e'ERlln' T/t4T TilE INFOlr'.lIA110N 910/1N hEREON IS A IRUE REPI-?ESDVfA110N or A BOUNOARY, TOPOCRAPIIIC ANO TREE SURveY, PERFORA./EO UNOEI-? MY OIRECT SUPERwSlON ANO MEEIS TilE /NTENT or 11IE MINI.MUM IECIINICAL S.7ANOAROS AS SET FOI-?TII IN Clt1PTEI-? 5 IC 1 7-6; FLOl-?lpA At~MI/VISTRATIVE COOE; PURSUANT TO SEC110N '17202;: FL ORIOA S.7ATUTCS." ol" ,J,~., ",_', ' J' '-, i...',~.' ,- ">.,,">:' GVLIe,OAS I' SU!T:VEY-I ASS'(2Q!4 TES, INe 1. 8. 671 1 , .. ~~<,.~:,; ,l::: '.:'::,':,. , _, ,_CJ.r'd'~'-.~-:t~,/il8.~~~~it{C>>#cJ3 \ j ,,' _ .;_ -:(:>~ ; ~ f ( '. :~:- fJA TE __J t.~ D1:__,_ Cr:;V[!It14 f'~Vqlt,1€CT.iJ. ,fl.,}. RECI5.TEREtf.;stJlfVEYOI-?' ANOMAPPER NO 6070 s.7A1E:,br\\;fioR!2I1,' ..,.. /;, . 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I, BEARINCS S/lOHW HEREON ARE A5'SVl.IEO MERiOI4N IIOLOINC TilE SOUTH BOUNOARY LINE or LOT 11 PINE BROOK SUB OII//510N UNIT NO 2 BLOCK EAT S 88'3-1'02" W 2. UNOERC/?OUNO /l.IPROVEMENTS; UTlLIIIES ANO DvCR(~qClIMENTS; IF ANY, HA VE NOT BEEN !. OCA TED. J. REPROOUCTlONS or !l1/5 SU/?VEY ARE NOT 011.10 vIvL[SS EMBOSSEO WI!l1 !lIE UNOENSICNEO SURVEYOR:S SEA!.. fino WORK COl.lPLETEO 8- /1-01. iICAL OESCRIPTlONS SHOl1N HEREON WERE PRO~?OEO BY 11lE alENT. !lIE SUBJECT P/?OPER1Y HAS NOT BEEN ABST/?ACIEO FO/? .EASEMENTS RICHTS or IMY OR O!lIER MA17ERS or PUBLIC /?ECOI?O ,iN IHE ) PREPARA liON or !lIIS SURVEY 4. 5. 6. 7. ELEVA TlONS SHO/1W HEREON REPRESENT NCVO 29 [,0 TUiW. /?EfTRENCE BENClI-UqR/(' CITY OF aEARWAIER BENClll.IARK H-08' PK DISK IN SIOE/MLX', SOU!lIEAST CORNER klNCS HIC/lWAY AND fAIRMONT STRE!:7, ELE//. = 18437: 8 BASED ON AN INSP[(;'TlON OF rEl.IA FI.R.14. COMM6iv'iIY-PANEL NO. 1205096 0008.0, BEARINC A REVISED DATE OF AUCUST 19, 1991, !lIE SUBJECT PARCEL APPEARS TO LIE IN /l000 ZONE At: l~~f) 02~ i)} ->09 .: I, I', f: 1'1)') '[ I "J LJ', I C~Y?2YfiYA7J 2V: [vl'RYBOOY:S lABERN4aE / \J--r' .~ ;/ 0 5YORVAYORS ~ C.J7?2YfiYG12'B:' I /lEREBY CERlIlT !li4T !lIE INFORMATION 5!IO/1W /lE/r'EuN IS A fRUE REPRt3TNlATlON or A BOUNL-lARY, TOPOCRAP/lIC & TI?EE SUR~L'Y, PE/?rORl.IEO UNOER MY DIRECT 5VPERI//SION A;\/O 1.1EETS TIlE INTENT or !lIE MIN!l.IUM TEC/lNICAL SlANOAROS AS .5TT FOR!l1 IN ClI4PTFR 6ICI7-6, /lORIOA ADMINISTRATIVE CODE; PURS6ANT TO SEClION -172.027 nORIOA SlATUTES CULFCOAST SLlRVEyrd;(SQC/AIfS;" INC LB. 671 I ,..;> '~~)\ ,,"',:. t 14~:: :/~,/;, I~:.' , (1 i:',~. .'~ I.l ',.'t>~'" d - Jpc~~~~~E- (21;}~~ '::i.~j_iJ r- OA TE ~; r~ : lC :,j pJ \:;: I CrNIl/A t:"~W..c/r0,W/~ .~) ;;. 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DESCHlPTlON r~J f~J ____~__~~J l -:..r SHEET 2 SHEE T 1 COVER SHEET 1 "=.30' BOUNDARY SURVEY SHEET .3 t\ r- J __~ -2 r ~~_-=_J _ 1"=30' TOPOGRAPHIC & TREE SURVEY r r~J ___J / J--- J\ r-.' ~r .- J-- -.J \ r-- r- ~ .r-" r~' c r.... ... ~-J.." J~ r----.J .. . . I . c~ tY I SEC-rlc)J'J -J (J, -r()\J'/rJ~3}JlJr 29 ~3f)lJ-r}J, Fll\rJ(~tE -J:) EJ-\~3-r rJrJELLJ-\~3 {~()uj\rr\{, FLf)rIJOJ-\ \ J r~~J rd J r- I r' / -~- C. "'~.rj ..... s/J J~ ' / -~ I J- c~ ...J '< ({ -----" J\ .J r-.-J I~ r _.----.J . . ~ S'. .J r--.l . .-J / / ...r- ~ I"'" PARKWOOD WOODBiNE L ci <( vr a Cl: Cl: '3 z. <( Cl: <( z. al <( ..J w SF'RiNGDALE D:: SPRiNGDALE , I --J <( '-' ..J al I 0 L cz:: CARL TON ..J 0 RUSSELL t OVERLEA 0 ~ 0 w ~ TANGERINE CD V1 '-' z. ENG:~A~ z. w w :2 cr: V1 '-' ENG!-AAN :5 z. '-' PiNE BROOK ::;) 0 LA SALLE 0 z. LA SALLE cz:: ::;) ,.\( f' al SITE LOCATION \ ,J Cl: () ;;: ,"'- I CEDAR I PALMETTO -~~- ,- a 0 "1('"ln' c;n>J 0 ~ z. oX w W ::J Cl: 0 l:> (f1 (f1 z. ~ r-- SEMiNOLE 'z. SEI-AiNOLE --~-- -G Cl: w it w -, z. FI nRln(;F . ~ LO<~J\-rl<)~II'JIJ\P PrlEP t\rlEO ~<)rl: E'/Erl'fO<)O'f'S -r t\BErl~lt\CLE ~~~ (~U lLF C c)}\Sr l' [~ a LJ d :) I J a 'I ~ '( A:):) 0 (~ I ;\ r ~ :) iNC, I / /'~, (\ \ I ~ IJ i~ 'I ~ '( .) i~ ~ ~ ~,. ,\ ;> ;> ~ i~ ~ ~ ;> L ,\ U :4 ~ i~ ~ ~.LJ ~ 9625 ALONlO ROAD, 1~IVE.RVIE.W FLor~IDA 55569 (81,3) 626-8556 I' ~r I I J (-"3 o I J- ~-=: .~ .1 I ,~ r----I ____.--1 c~ c.J r---.J " . .--1 -I I __.-J :3 t ,_J I-~ __---.-J r- J J\ C -.J J' !3IJfl'/E'f<)rl'~3 ~1()'rE~3: /.) B&4RINCS Sl10/1W HEREON ARE AS.5"U-WEO ME/(IOi4N HOLOING' 1IIE !~f/ES1E/T'!.. Y RI0/IT or W4Y or rAIR BURN A~ENUE AT NO/'55'57'JY. 2.) UNOERO?OUNO IMPROI/~)WENTS, Ul1!.ll1ES ANO ENC.'ROAClIMENI3~ IF ANY, hAvE NOl' BEEN L OC'/1 TED. J.) REPROOUC1I0NS or 1I1IS SU/T'vlY ARE NOT VA!.IO UNLESS EMBOS.5YO Willi 1IIE UNOERSICA-EO SURVEYOR $SEAi. 4.) fiELO WORK COMPLEIEO OCTOBER /7, 200/. 5.) LECAL OESCRIPIIONS SHO/1W HEREON WERE PROVIOEO BY ll1E CLIENT. IN1ERIOR LOT !.INES NOT SURVEYEO PER CLIENT's /?EOUEST. 6.) IIlE SUBjECT PROf-"ERTY lIAS NOT BEEN ABSIRAelEO FO/( EASEMENfS; RI&IIT OF WAY OR OIliER MAT/ERS OF PUB!.IC /i'ECORO IN lIlE PIr"EPARA710N OF l!11S SUR~cY 7.) ELEVA710NS SIIO/fN IIEREON REP/rl'SENT NC,VO 2:; OATU!..!. Rtl'l'Nt/VC.Y bC/VC'llMANK' CITY or CLEARWAIER BENChMARK 11-08: PK OISK IN SIOEWALK, SOUTHEAST CORNER KINCS /IIC/l/f'AY ANO rAlliMONT SlRtT7; ELEV. = /8. 437: 8.) BAStO ON AN IN.sPEC710N OF F[-WA Fl/?!..!. CO-WMUNlIY-PANEL NO, /205096' 0008 0, 8EARINC A REVlSEO OA1E OF AUCUST /9, /99/, 71IE SUBjECT PARCEL API-TARS TO !.IE IN fZ 000 ZONE % P~]) (J 2 / t)~f / 0 1 (~Errrl~IEO f<): " ..lIII" .~ (\ ') 0 '[ (__..at 'J~I EJ/fRYBOOY$ 1ABERI/ACLE ~ '- r-:> ,;J I rr~ .~ c~ ~3IJfl'/E'f<)rl'~3 <~Errrl~I(~trrE: I HEREBY CER71FY TIIAT ll1E INrOR-WAllON SlIO/~N HEREON IS A TRUE REPRt3'ENlAlION or A BOUNOARY, fOPOCRAPH/C ANO fREE .suRvEY, PERrO/r!WEO UNOER MY O//rc-CT SUPERv;/SION ANO ME[7S THE INIENT or lIlE -WINIMUM TECHNICAL SIAN/JAROS AS 5ET rORlIl IN CIIAPIER 6'/C / 7-6, fZ ORla4 AOMINISI/fA{i::( COOE; PURSf./ANT TO SEC 710N 472. 027 fZ ORIOA S~TUIES " ",l~;\t' ' c;;~itoA~r~sif?:iJ;"r1S$OCi47Es' INC L.B 57! / ;!' /' ,~J \... . . . i . . ~~ ! .(' ;, ,\- .. " l' .,' .....' ..,~ ' '. 1(" -.C.~tt~~~~~~~,.~&;~2i'~911_#~- ____,_,__ [JAll- ,---.lJ 5of07 'n__' C rNl1jr?tj~ B{)l.~M~}Or.,'; .' REC(STD?{P-$URVE'Yr;r?c/4NO MAPPE'R NO, 6'070 S.lAtE' Of::1i ON/i-i4 ~.:)(~(.' ..L 'J '.;") ". 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" ~ ;, CONCRE; ,SrO;I1,;4I..K., ~'tO . u;- r..., _ , . ;~2. :RT,o /lItO ,1//,0 --, -- '1 s::i (] " " .~ NO!:56'57''Yf/ ,350.00 C)~ --) (~350.00' (p) ~~ ~ ~~ \ Vi -....j -2' CURB (1)-- 3- - - -~ - - r::\IFI EllJFltJ :\ '/EtJlJ~ 28' ASPNAI.. T PA ~~ENT) 6'0' RICHT OF 11/,'1 (P) 1 ~ ,~ ':----" \' --- , ~. lJ:') ''} C\i~ , " , \:'j \:S ~ ", ..... kJ ~..- - ~ ~ L~ .~ I!i w~ I ~~ ~ ~ 'r~~ i'l. ~ ~ '.I h..,l", \ '-l '0 !~~~ <( ~~ Stl \ , ~ tr) ~ ~ \'.)1111 iJ -~ ~- , --0. 1 N " ~ ~ ~ ~ ~ ~ ~ ~ l:f') \\J ~ 4 ....~ \ " ~ C\~ ~ ~ ~ ~ ~ ~ ~ ~ (~ 41IV , C\.j ___J " , "l ,,",_J 1_ ....J 8j ~ :.-' ~ 'J -~ ___p. 4 IV ~ ~ K I:!-.J ~ ~ ~J t,l/i-lO- .ff;,O &M) \.~ 1 _L_ '0- ~ ~ \::) c::s '<'i --- \.,43 ~ ~ \.,) t--.. ':}~ ~~ ~~ ~~ ~~ ~----~ ~b=T+J--===:r- N BETIY LANE 112{; lJ l-lJ ~ rJ) l-lJ 'J 'J ~ ~ ~ ~'; 12 14 IJ II 10 2 4 5 ENCI1t1N ~ \ ~\~~ S~ I~ SYJ'A' ,3 ~ ~ ~ ~ l, ~ r:iS ~ fA .sALLE CEOAR SYI'A7 jjV.f}A~r (NOT TO SCALE) LE(tJ\L OE~3CfUP'rl()~I: , ~ *' , ~ , ~ II ~ " 10 G.J ....~ ~ ~ . ~ 9 8 lJ l-lJ ~ rJ) f:l;;: ~ l-lJ \.) - ----- ---- 6 7 /1!01 j -- FAIR 8i/RN AOOI1/0N, 8LOCK;~ LOT / AS P[R MAP 0'R PlAT IhEREOF AS RECOROEO IN PlAT BOOK /2, PACE /8 OF TlIE PU8L1C ,fe-COROS OF PINELIAS COI../N7Y, FLORIOA (1277 IA SALLE STREE!) f)11R BURN AOOIIION, 8LOC./( f~ LOTS 6 ANO 7 ANO I/lE WEST 7 fTf:7 OF LOTS 8 ANO 9 AS PER MAP OR PlAT TlIE/?EOF AS RECOROf:Z7 IN PlAT BOOK 12, PACE /8 OF TilE PUBLIC /?ECOROS 'OF PINELIAS COUNTY, FLORIOA (//'0/ FAIR 8URN A VDVUf:/ fAIR B(j/iW AOOITION, BLOC./( f: TlIE SOUTlI 30 FE!:.I OF LOT J ANO LOTS;' 5. ANO /0 ANO TliE EAST 118 FEET OF LOTS 0; 9, ANO LOIS 12, /3 ANO II AS RECOROEO IN MAP Of? PIA T ThEREOF AS RECOROf:Z7 IN PlAT 800K /2, PACE /8 OF TilE PuBLIC ,fe-CuROS OF PINELu4S COUNTY, FLu/(I['14, (/ / /3 f:.41N BURN A V[/V(./E) -------- FAIR Bu'/TN AOOlll0,1; 81.0CK f: LOT 2, ANO TIlE NORTH 20 flTT OF LOT 3 AS PEl? MAP OR PlAT TlI[REOF /i'ECORO[O IN PlAT 800K 12, PACE /8 OF THE PUBLIC RECO/?OS OF PINELIAS COUNTY, FL OR/OA (/ / / 9 FAIR BURN A I'i:M/E) FAIR Bu'f'N AOOlll0N, 8LOCK f: LOT lIAS PER MAP OR PLAT lliERE0Y /?ECO/?O[O IN PlAT 800K /2, PACE /8 OF THE PU8!./C RECONOS OF PINELIAS COUNTY, FLORIOA (/ /20 N BETTY IAllE) ( ,- 0 ~ ~ ':,) t--.. '*, ~ ~~ '~ ~ ~~ l,~ ,- 0 ~ ~ \.,) t--.. ':}~ ~~ ;S ~~ ~~ ..__ ~u_ ..~- .~.._. ~...- -- 8, ~ ~ ':.) t--.. ':}~ \:~ ~~ ~~ I......~ --- - ,- ,-- [J --" ~ ~ ':.) t--.. ':}~ ~ I"J ''} ~ ~ ~~ l......~ C CB ClI. C!.P. FC!.I? CL.F C.1,/. C,1,/.P CR. o o.o.!: EP FF fNO IE F!.P. !.I? (1,1) ,1,/.E.s. N.CF OIlIY 0. I? (P) CAL Ct/LA IEO ClIORO b;&4RING CHOir'!) CAF'PEO IRo,,,! 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