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FLS01-13-12 FLS 01-13-12 1951 Belcher Rd N Albertson's Express " l~, ., ~ ~ 1'1. l~ ,f -, . CITY OF CLEARWATER PlANNING DEPARTMENT PO:.T O~HCF Box 4748, CLEARWATER, FlORIDA 33758-4748 MUNICIPAL SFRVlCES BUILDING, 100 SOUTH MYRTI F AVFNUE, CLEARWATER, FLORIDA 33756 THEPHONF (727) 562-4567 FAX (727) 562-4576 LONG RANGF PlANNING DEVFLOPMJ:NT REvieW HOUSING DlVlSION NEIGHBORHOOD SERVICES June 4,2001 Mr James W Bartoe, P E Design ServIces Group, Inc 362 A South Grant Street Longwood,FL 32750 RE Development Order regardmg case FLS 01-03-12 at 1951 North Belcher Road Dear Mr Bartoe This letter constItutes a Development Order pursuant to SectIon 4-202 E of the Commumty Development Code On Apnl 12, 2001, the Developrpent Review CommIttee (DRC) revIewed your applicatIOn for FlexIble Standard development to permIt an automobIle service statIOn (Albertson's Express gas statIOn/convemence store) wlthm the C, CommercIal DIstnct The DRC unammously recommended app~oval of the applIcation wIth the followmg condItIons 1 That a final landscape plan be submitted to and approved by Planmng Staff, pnor to Issuance of any permIts, 2 That the Site plan be amended to accurately deplct handICap parkmg detaIls, pavement arrows and stop lInes to meet traffic engmeenng reqUirements, 3 That the pneumatIc ZiP tube and sanItary lateral hne be relocated to preserve eXIstmg oak trees, 4 That the dumpster detaIl on the plans be amended to mclude a 12-foot clear openmg WIth drop pm holes and four-mch bollards, to the sattsfactton of the SolId Waste Department, and 5 That all sIgnage meet Code I concur With the findmgs of the Development ReVIew Committee and, through thiS letter, approve your apphcatIOn for FleXIble Standard development WIth the above cOndttIOns BRIAN J AlI"o:...~ 1, M/\\'OR COMMI~"IONrR fn H,\RI, Vwr M,\\OR.CO\jMI~"IONI R \VIlIINI" GRIY c.O\t\m<;IOi\rR Hm-r HA\t11 10", CO\1\1I~~IONI H <it) 1311 [ jOi\'Oi\, CO\I~II',,"'I()NI R I~QLJ^[ [MPI OYM 1 N I ^'" [) Art IRMA [IVI Ac no[\. blPI 0\ I R" " ...... ~~ .. June 4,2001 Bartoe - Page 2 Pursuant to SectIOn 4-303, an applIcatIOn for a bmldmg penmt shall be made wIthIn one year of FlexIble Development approval (June 4, 2002) All reqUIred certIficates of occupancy shall be obtamed wIthIn one year of the date of Issuance of the bUIldIng permit TIme frames do not change with succeSSIve owners Please be aware that the lssuance of thIs Development Order does not relIeve you of the necessIty to obtaIn any bUIldIng permIts or pay any Impact fees that may be reqUIred In order to facIlItate the lssuance of any permlt or license affected by thlS approval, please bnng a copy of thIS letter with you when applymg for any permIts or lIcenses that reqUIre thIS pnor development approval If you have any questIons, please do not hesItate to call Mark Parry, Planner at 727-562- 4558 SIncerely yours, , /1,qrrj/-~ Ralph E Stone Planmng DIrector <; \Plannmg Deparlment\C D B\Standard Flex\Pendmg Cases\3 - Up for the Next DRC\8elchGr N 1951 Albenson's Express\8e1eher N 1951 DEVELOPM ENT ORDER doc o o . SOUTHEAST CORNER OF BELCHER RD & MONTCLAIR ROAD (p) [Pd (Q) JJ[g ~ lr lM (Q) D (Q)(Q)Q(O)~ ~ CITY OF CLEAR ATER 41, '., ". LEGAL DESCRIPTION UTILITIES VI CINITY MAP PERMITS ..,tf" LEGAL DESCRIPTION: BECKETT LAKE PLAZA - PARCEL 3 -SUBJECT SITE /J., TRACT OF LAND LYING WITHIN THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4 OF SECTION 6. TOWNSHIP 29 SOUTH, RANGE 16 EAST. PINELLAS COUNTY. FLORIDA AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: WA 1ER " SEWER: CITY OF CLEARWATER COMMERCIAL REVIEW APPROVAL CITY OF CLEARWATER 100 SOUTH MYRTlE CLEARWA TER, FLORIDA 33756 (727) 562-4798 CONTACT MR. DON MALONE " ,';, , VERIZON FLORIDA, INC. 1280 E CLEVELAND - MAILCODE FLCW 5033 CLEARWATER, FLORIDA 33755 (727) 562-1132 CONTACT: MR. MIKE CLARK \ -"'.\i~,.{ , FLORIDA INDEX OF SHEETS: .f.. C-1 C-2 C-3 C-4 C-5 C-6 C-7 C-8 C-9 IRRIGATION PLAN,=,,~~-,~ PS1 PHOTOMETRIC SITE PlAN COMMENeE AT THE WEST 1/4 CORNER OF SAID SECTION 6; THENCE NORTH 89'50'54~ EAST. ALONG THE EAST/WEST CENTERLINE OF SAID S~CTION 6. SAME ALSO BEING THE CENTERLINE OF SUNSET POINT ROAD (S,R. 1588), FOR 1364.24 FEET; THENCE NORTH 00'22'42" EAST. ALONG THE SOUTHERLY EXTENSION OF THE WESTERLY RIGHT-Of-WAY LINE OF COACHMAN ROAD. FOR 772,17 FEET TO THE POINT OF BEGINNING, SAID POINT ALSO BEING A POINT OF INTERSECTION WITH A CURVE CONCAVE TO THE NORTHWEST; THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE. HAVING A RADIUS OF 25.00 FEET A CENTRAL ANGLE OF 23'34'41" AN ARC LENGTH OF 10.29 FEET AND A CHORD BEARING or SOUTH 78'35'21" WEST, FOR 10,22 FEET; THENCE SOUTH 87"24'39" WEST, FOR 49,06 FEET; THENCE NORTH 89'37'18" WEST. FOR 87.89 FEET; THENCE NORTH 55'11'36~ WEST. FOR 56.70 FEET; THENCE SOUTH J4'48'24~ WEST, FOR 126,99 FEET; THENCE NORTH 5511'36" WEST, FOR 114.98 FEET TO THE POINT OF CURVATURE OF A CURVE CO,NCAVE TO THE NORTHEAST' THENCE NORTHWESTERLY ALONG THE ARC Of SAID CURVE, HAVING A RADIUS Of 25.00 FEET, A CENTRAL ANGLE OF 37"11 55w, AN ARC LENGTH Of 16.23 fEET AND A CHORD BEARING NORTH 36'35'39" WEST, FOR 15.95 FEET TO THE POINT Of INTERSECTION WITH THE SOUTHEASTERLY RIGHT- Of-WAY LINE Of BELCHER ROAD; THENCE NORTH 34'48'24" EAST. ALONG THE RIGHT-or-WAY LINE. fOR 552.16 fEET; THENCE SOUTH 58'46'47" EAST. ALONG THE SOUTHWESTERLY RIGHT-Of-WAY LINE AT THE INTERSECTION Of BELCHER ROAD AND COACHMAN ROAD, fOR 94.66 FEET TO A POINT ON THE WESTERL Y RIGHT-or-WAY LINE OF COACHMAN ROAD; THENCE SOUTH 00'22'42" WEST, ALONG SAID RIGHT-Of-WAY LINE, fOR 365.89 fEET TO THE POINT OF BEGINNING, LESS AND EXCEPT THAT PORTION AS CONTAINED IN THE ORDER Of TAKING AS fiLED IN OFfiCIAL RECORDS BOOK 8312, PAGE 1478. PUBLIC RECORDS Of PINELLAS COUNTY. FLORIDA. 1D.EPHONE: MONTCLAIR RD - CR 584 SOUTHWEST FLORIDA WA TER, MANAGEMENT DISTRIICT (LETTER OF MODIFICA TION) FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (WATER &: SEWER PERMIT EXEMPTION) '" .' , , ELEC1RIC: flORIDA POWER CORPORA 11 ON 2166 PALMETTO STREET CLEARWA lER, FLORIDA 33765 (727) 562-5656 CONTACT MR. GARY HAIRE a..EARWA TER GAS 400 MYRltE AVENUE NOR1H CLEARWATER, FLORIDA 33755 (727) 562-4900 CONTACT: MR. TOM ROBERlSON llME WARNER COMMUNICA l10NS 11500 9lH STREET NOR1H ST. PETERSBURG, FLORIDA 33716 (727) 579-8800 CONTACT: MR. DON ANlHONY Q ~ z < 2 Q C5 o ~ SITE GAS: SUNSET PT. RD CABlE: LANDSCAPE ARCHITECT SURVEYOR PREP ARED FOR: .;; e'.' ,"", r:-.. 'J:: STEPHEN G." P A TEGAS GUY HALE ALBERTSONS, INC. ~ LANDSCAPE ARCHITECT LAND SURVEYING 1425 BERKSHIRE A VENUE 369 MEARS BOULEVARD 250 PARKCEN1ER BLVD. ~ WINTER PARK. FLORIDA 32789 OLDSMAR. FLORIDA 34677 P.O. BOX 20 (407) 622-4886 (813) 855-4714 BOISE, IDAHO 83726 FAX: (407) 622-4887 FAX: (813) 855-4976 (208) 395-6408 E-MAIL: spategasGhortuloasls.com CONTACT: SlEPHEN PAlEGAS,ASLA CONTACT: GUY HALE CONTACT: GORDON BAlES COVER SHEET EXISTING CONDITIONS &: DEMOUTlON PLAN SITE GEOMETRY &: UTILITY PLAN PAVING, GRADING, &: DRAINAGE PLAN STANDARD DETAILS SPECIACA TlONS i.>A I E SPECIFlCA TlONS" LANDSCAPE PLAN MAR 16 200lp[J~r\/!IT PLAN:'::; l\I!.f.~""'- PLANS STATUS ..~..-",.....IR!Ir^n;:~""'""~'.'.LlO<1.,.~....:~_".~__ D n r' '?, q , l\! F\ n v D I {1'N1 S I 1'\ t, L ! h ; !" t'\ i \ l I L.h I n ~ [! fto'l..- - r' ,"", (-. TOt ! (, or If') f\! \,,! ~_J ,.:-, i f\ L.; '-~ ! i ;_, . ~ PREPARE BY: Design Service Grou~ Inc. Site Planning. Consulting Engineering. Environmental Permitting , I, ~ I. ~ 362A SOUTH GRANT STREET ,; LON GWOOD, FLORIDA 327~();/,~;~i,'~' (407) 331-3773 ~ ',;~~;f;' FAX: (407) 260-0478'<1,.".. 16i.iJIJ1" E-MAIL: deslgnsgOmlnd8prlng.com ^.. " CONTACT: RONALD HENSON II. PE I r LEGEND P.O.C. - Point of Commencement P 0 B - Point of Beginning . {'~C~' = Data per Descrlpflon M = Measured Data = Calculated Data PG.(s) = Page (s) O.ft. = Official Record Book P.B. = Plot Book R - Radius Ii = Delta Angle EP = Edge of Pavement R/W = Right-o'-way SMH = Storm Sewer Manhole M.E,S. = Mitered End Section T.O.B. = Top of Bank T.O.S, = Toe of Slope WM = Water Meter L/P - Light Pole F.I.R. = Found Iron Rod &: Cap F.P.P. = Found Pinched Pipe f.O.P. = Found Open Pipe &: Cap P.C.P. = Permanent Control Point F.C.M. = Found Concrete Monument S.I.R. = Set Iron Be Cap 1/2- LS. 1462 LB = Corporate Certificate Number P.LS. = Professional Land Surveyor C.S. = Concrete Slab CONC. = Concrete S/W = Sidewalk <l = Centerline D/W = Driveway WV = Water Valve SSMH = Sanitary Sewer Manhole GV - Gate Valve OHW = Overhead Wires FHA = Fire Hydrant Assembly ~ ~ ~ ~ ~ 6'", ,> ff .,.--- --- ~ 'oS! ~"^~a I 15J1 {9 t& > ' u I~ ~ ~ '-t.. -lJ " I 6' ''1s> ExhlL Gr-t:lr~.JoIn!et Grot" $3.22 I llY'it.vt. €}(L 7 if \ tt ' 6'oJ' ''''> '\ '>. --~---~ "..d..=- ~~~.....:_.\ -ij ::J~ ~~ '.... OJ'_ ~, ~... ..;1.:: 6'oJ' '61 '6'", ;p Optional Post Posltlons EROSION AND SEDIMEN T CONTROL NOTES Principle Post Position (Canted 20. Toward Flow) 1. SEDIMENT BASINS AND TRAPS. SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE, ALL SEDIMENT CONTROL MEASURES ARE TO BE ADJUSTED TO MEET FIELD CONDITIONS AT THE TIME OF CONSTRUCTION AND BE CONSTRUCTED PRIOR TO ANY GRADING OR DISTURBANCE OF EXISTING SURFACE MATERIAL ON BALANCE OF SITE. PERIMETER SEDIMENT BARRIERS SHALL BE CONSTRUCTED TO PREVENT SEDIMENT OR TRASH fROM FLOWING OR FLOATING ON TO ADJACENT PROPERTIES. PERMANENT OR TEMPORARY SOIL ST ABILlZA TION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER fiNAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN UNDISTURBED fOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THA T ARE TO BE LEFT UNDISTURBED FOR MORE THAN ONE YEAR. DURING CONSTRUCTION Of THE PROJECT. SOIL STOCK PILES SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES, THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILlZA nON OF ALL SOIL STOCKPILES ON SITE AS WELL AS SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. AFTER ANY SIGNIFICANT RAINFALL. SEDIMENT CONTROL STRUCTURES WILL BE INSPECTED FOR INTEGRITY. ANY DAMAGED DEVICES SHALL BE CORRECTED IMMEDIA TEL Y. SEDIMENT WILL BE PREVENTED FROM ENTERING ANY STORM DRAIN SYSTEM, DITCH. OR CHANNEL. ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT-LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING fiLTERED OR OTHERWISE TREA TED TO REMOVE SEDIMENT. PERIODIC INSPECTION AND MAINTENANCE OF ALL SEDIMENT CONTROL STRUCTURES MUST BE PROVIDED TO ENSURE INTENDED PURPOSE IS ACCOMPLISHED. THE DEVELOPER, OWNER, AND/OR CONTRACTOR SHALL BE CONTINUALLY RESPONSIBLE FOR ALL SEDIMENT LEAVING THE PROPERTY. SEDIMENT CONTROL MEASURES SHALL BE IN WORKING CONDITION AT THE END OF EACH WORKING DAY, WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PUBLIC ROAD SURfACE WITH CURBS AND GUTTERS, THE ROAD SHALL BE CLEANED THOROUGHL Y AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHAL.L BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER fiNAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED. DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION, 2, 3. SECTION TYPE 01 SIlT FENCE PROTECTION AROUND DITOt BOTTOM INLETS 5, " ~~ ".....",,,,,., ~~.,. "'-'.."..",., ~'" ~ ~ ~' "--':~: ~,~ . " '. ------~ ~ '''' '" \ ~ ,,~ ""''>.,.".. - ~ ~, --e, \. ~,j~ " "': ~o~~ , \ 't. '" '", ''''., ~ ~...o)... \ .~ ".fI': ..,....x:-.... ~%--:~....."' 0' '- '- "', ~ "", \ Q '~..". "., '" ~ , ".,~ '>....,',"'-" ~ ...,,""'%.... -~ ~ ~ '.''''''v." "'" " ".... ~' "....,', "",>, ""''>.,." "- ~~ ""(. .... ~ ~<t. ~''>.v."",.""",.", "", "'.,.....",.,'~ .~ ~" ;:-..~~" ", " "t,~ ~ ~~~" " "" '" ~ ')"" ',.,'>.""'>,, .,.'." """ ~~~"'It. ~ "'", ",'>. "'. ~ ~ ~ 0<)'; ...., "'-. ' ." , ... ,114' J't, """-,, ''-, /",j--~~~"Q I 't u"",'- . ""'.""" ~~.~) ;,: '" '"~'-....,, """'" ~ ~ n:,~t\.. ~ .I ~..~,,\ " ~ """ '\ :::: ,~, ,,~~~ ~~~.~ D -;,:.9~ .,''.."...., ~~' ____ ,...." . ''''''. , ~ ,,~ ~ 1J..!,'f" U' ~ \)' ~ '" '., ~'l)%- ~ ------~..,<:,"~--~,.~----~" ~ Il* I' A.. ll'~.I1 ,,'} , ;~'~"........" , ~ ~ ~ ,':> :--......, -6>~""""", ~~ ~ / a ~ /. (:)'cR . ... " ....." :-.... " ~~ / . it: 'cR '" '....... ~-:-"" '~ '-./ _ <I' "'f'. ""-- /1 ~'? I-/.." ;. '- '" 0 '" _ "'~....'<.~.... ~ ~ 'o~ ~ "C ~~, ~ ~~~ / ! t./t "<:, (\~ ~~: ~'~2 ;;;:. . ,,~ ~ ~ ~~~~ ~~, / '!. q . ~~ ~ .' 'r~ ~ ~ f, ~ ~" ,~ ~ /~ "'. ~~~~r ~~~~~ ~ "~~ ?8" ~ ~ ~ ~~/) """"""'", ~ ~~a ?;,. + ~ '( (J >'" ..... ~~ >f.-/~~ ~ '-.. " ~~ "''>. "' '1J'J' ~.,' '-,"" ~ ~ '--'',It' ') ')-'f........ ~ ~ ,\ (9. . ~,,~ ' " ~ ' o~ "'<>,.," ". ~~. ~ 6',!,.>~ ~ " ."?r'";,,. ~2-..... ~ ~, \ \~ + 1 ..~ ~ " , ~ I "~. ~ ~ '" ~ """'"'''' <.i;/:~. ...,' ~ '-.~.' I C:::,:-;'~J--::~ '\'\~ \\::\.)si-t~ 'I'~~' """ -qr,.,.., ; ~ '':::;:'''''';7 ''>.''.,)<., ~ '" . . ExlCt Grate Inlet L - 0.7 - '--..' . '... \.:: =- ~ \ ,-~, ". , "" ,. /"')""'<,. ""'~4' .'), ~"" t~t'hn~7.ath drt +!'- ---65-':;""" -,~,~ 'W ~.~~\ \. ~\..... ~. ~ ""'" ~ ~~~"""", ,""",.,',..,' . l~::I~\~' ..., ~ City of Clecrwater '1',5: ",,-\ > ~~6" ~ -~~'-, , \.'J:; ~~, ~ <, "'" ~"' ~ "..,',....,",:~ '- .......'-- Iny, 61.03 N t) - , ,'- ~\ cP.' '" 1 ~ ' ~""'" ~ . h."...., \Z... - h. '- ~, "E;OSi 1Rml1O · );~~~"~ ~/: 11" "" ~ ~ \ ~ "- ~...~" ~ "'0 ~~ BE PRESERVED " ~~....~ (! '<~.::;::' , 17~ ...'..,~, "__~~ ~ ~...... (a..ouom AREA) ~~ <f:---5;~;;:/.>/ 12" + ~~~ \ ~ ":: ~v-.$;,:~, '"f> ~~,~ ";~ ~:~ '.:Jo. .;:.~. "'~' \, ~.\: '" . "::'- ...,.....-; I ~,t · DASHm UN '" 1 ~ ~ ~ U' ~0-: "'~ \ ~x'I~1h dtr~ f'lt----- -----~ I ~ "" '-4<1' \ ty;;ra':'wa(er~ lJ .......... ",'6' I :--......~. D~/ ~ \ /ll~~ F"'o ' ""cJ' ............................E!!l... '6-ate'.t 0> I '..,.., ^'., "-.."" " ~ ~ '''' "t- ~ \ ~~Jo ,,6fti St 6',v., t~' \. \5.. ...'- -g.~t'lII~i~th dirt ,.." "'''''' it 0", ~ ~ + 6' V ,;,:>)' CIty of Clearwater I .~ , '''~ ""'"""... {,:~..:, 'a;.J. ~~ ~ $ ~ r ct, .- Iny. 62,45 S I 'd! "" """ ";.(:' ~ , '.'~ '.11 'Z> , / (TO BE REMOVED) , ''-. 0',- " '.....^'.., t., " ~' ~ -1.s\~ \\~1 + ,<1: +. / ~ //_---------J ",-, ~"" "" ~ ,,~'i'~ ~ 'l':>-. T 61 \;./ /" -I- / /.,..,,^ '" :S:' ""'" "'~~~'''''''' ~"' 6'~ O'~ '1~ ), 'f,t . ' 6'6' " + 6'> + ~,i "^"',.,'. IIh. ~ ................... "'0 '? ~ ,,'6' + oA ~Il. / 66 '~,," 'll')' 6'> I. 'fl "'-.""^,..",,,;,:, ~ ..~t)!~.- ~ f., (+. EROSION &: SEDIMENT CONTROLS r -E:r~ '. "'_~ ~ "" '~,," ~ ~ ;0 'I I !?~ 1HROUGH~~~O~~U<??~.+ <' ~DED AREA) ~ , ~ """ '-- "J' 6'~~ ~ , INSTALL SILT FENCE / + 6'~ 6'~~',5: 14" v I 6'~.ll)' \ 0 ,., ................ ~ ~. I ' MAINTAIN THROUGHOUT,' ~ " 14 '0) \lfl ............~ 0'6' 0 I ; CONS1RUC11ON. " : ExiSt \ + <~I/ i............ .~ ..~..Ir"i Jf ~~~~11'" . _ j · \ 10 BE RiMDvm. l'tP. ~~< /"'--1", "" - "-- I I .1 +0'> <.......... ____-68-....'" \ ~," ~ ............ 6'6'1' t '0. I . ~ ........... 'J')' ... - +6'> +0' t 6'6' + 6'6' '~' "" I ' .... "'-.x Ii' ~ ~. SAW CUT EXIST. EDGE '--- .", ?', I 'q, ",~'..j, E L "':<>'~ ~,'~ ................< < I ~ r-i ~ ~: I~II~ OF PAVEMENT (SMALL : -I- -O'~ ~ ~~ ~~.... ~.. r ''''. ~ DARK DASHm UNE) I \, 1>", '6' ........ ~ I G; ~ _ /^ I , " 6'6' 6'... 6'... 6'... 6'0' 6'6' Q. 6'6' 6'0' 6'6' 6'6' 6'6' 6'6' lP'6' 6'6' 6'6' 6'6' ;a , ~l I ~ .... '\, ~ ~~ ... "", "~".. ....'" ", .., .{o ... ", .{, .~ ... ". .., ~. I ',j ~ I EXIST. 1REES 10 /: " '- . <, +l\, ", j "4;' 1-< 6'~)' (L~) ,/ EXIST. 1REES 10 BE ~OVED. TYP. I flJ:"" ~ .0/)' "'\ ~ L 6'~-l)' +0'_ I 6'~6'1l' _l /' / >q.~ .~> K. ..... / _ _ _ 6'... '~~ -- ~ v / _ - '00 / " " ;tj;~ ;11ttl'l-Ittj' J-I'--"'-Er11 f' ....-E~j....d'.. '1 -"'-5~1fb~~ 'I"'~ Et~~ ~}'.J.-'-: ~ -.1.. _..:~'l~_;;~---7~~>,~- ~~~~-=~~~-~~...~,;,:~:.~~T<~;-~Lr..10" ~~LUSTE~ .r;~ -~ i II ;(S ......- == .. -= ====-_. ==="'-'" -====:-- =- =+-=== == -..... ====- +--.- -====- ~~, - ..-- - ':;~~ f..t~ -,,, - - ....-... -..._====.... ~;il'~-\T-:--.~~.." =---\:--::::---:-. L-t. - ---...- ~ -. - .,,-- ~____>-- " ~ /.iIIi r.t.;-/ I} ll:r' I;C' ~.~ v u ~ ~ U".-. /1 i....[l(ISHtlG 10' UT!llTY Fl\Sl:MfI)1 fIIII1'" ' _ _ _ - - - - - - '.. <', '...", , / if is, .../ ." f /r' Y i - \-=.......:.'<~...._=-=-=."".;~-=._=.~.=.~_....._-"'-"-=<o'-=-~'='='=-=-='="'=--= -=:- Z". "~ · . I - I '- '~..1.- - -, - ~ --=-: .><;.)--"-- _ _ '~':::.. ""...;r __-": :.-/1" /"~ "" o" ''/ 'Q",; # ~'V / +I'I!.. ~~ - - - - - - - - - - - '\S -r.'sungS:;;V''''YM ~ - - -'Itr ~- -=- -=- - -~ ,'.... = ~ /EXISnNG5'CONCRETESlDEWALK_~",~ - - ~- ~o~".- = -~~"'_~,.(/ /1 \(-.,,!5 ~ \. I-- - -f.*-':38.Jh. ~". "F~ - - - -_~--=..", 'C-EXIS~NGCLEARWA1ERGASUNE- - -+;- II.. -\__-:::--~"fe~~ ~,/-<- -: T-' '~co ,~'" Inv. = 61.64 NW '" ...oJ' .~ 6'> ~dl6' aIIM rf' -.1D UMII - ---===--- ~~ == === I === ~ === _ ~'.' ::;::= ~ === === === ~ ~> "~;'=:;'''M'';'_'''' _,.~ >>",. .> ~ ~ ~~d 1---- +"~ --- ---+.,:----"....~~:~"'~_~~-=-\'>(if!!CHMAl! -RVAD~,-t.,\ 60'~!!~~-------+....- .;;- ~---:~, _~_~J~>- +l, <J +-l,o;, .~ ........ ---______1 E)(isting'S(Jnitar~H _ _ I I - - ~ I - - _ ~!~ ~ _ --:...-:- ~ ...... i~6~" 7~ \~ 6'6' 6'6' 6'6' 6'~ -- _ - - ~ >0'- <--0/ ...... 6' 6'~ nv. = 60.95 r, - ~ 8 ~"'Il' .~ ~ '6'1l' .~ ~ / '.9... '6'.9 8 l?')'oJ' -......... _... _... t ~ / 'oJ'6' ....-...... , ~ 'oJ' 0 '. 0 ~ z -b ..4 .. ... , ?.> ..:I \ tt 0 I 0'> MHO\ 1-0 MHO ~ MIlO' MHO MHO MHO 0 MIlO ':'i," 'oJ'> ~ ~... .- .- .11I C"6'> \ ~ I MHO ....... " .... .....6'~ <~~ ' \~' I ~ t ~ 6' .~ ,"*139.i - ,1- ~ LOT 7 '.\. ,. LOT e 16'> 6'~6')' .6'JOT 5 6'> ' 1- ~o~ LOT 21!,- I , Post Options: Wood 2 1/2M Min. O. Wood 2- X 4- Oak I 1/2" X 1 1/2M Steel 1,33 Lbsjrt. Min. 6' Max. SILT fLOW / , TYPE III SILT fENCE 4. Filter Fabric ( In Conformance with Sec. 985 FOOT Spec.) --- / ~ --~~ . -1 ~ :2 o it) _J ELEVATION \ " ^', Note: Silt Fence to be paId ror under the controct unit price for stoked Silt Fence ( LF ), TYPE III SIlT FENCE NOTE: SPACING FOR T'tPE HI FENCE TO BE IN ACCORDANCE WITH OtART I. SHEET I or 3 AND DITCH INSTALlATIONS AT DRAINAGE S1RUCTURES SHEET 2 OF J, 6, " \ \ TYPE III SILT FENCE EROSION CONTROL DETAil (FOOT INDEX 1102) 7. \ , \ \ \ " 8, '" \. .. ........... 9, z ~I III ....., " !! ,j ",-- '.".,. ..-/ "" "'-..... Anchor Bales With 2 - 2" . 2" . 4' Stakes Per Bole. --8-- DI~ Diid. Curb ok Gutter__ - __ ~ '." \ "" ." lP' ''B- Curb ok Cutt PARTIAL INLET COMPLETED INLET DITCH BOTTOM INLET I I Exist. Grate Inlet Grate 63.~ Iny. 61.19 N . Iny. 61.19 lJ' 'd! , CD (! / ~ 6'. y.~ .~ d> ll'~~~" ">. '",." T> ::-z'" ~ t:\, '" -~ ~ " -1.s:s. '." ~1t~ (FOOT INDEX f1 02) NOTE: CLEAN EXISTING STORM INLElS AND CULVERTS ONSITE OF ALL DIRT AND OlHER MATERIALS. + cf6' '0> 6'","- 'fJ' !'-~,....... ~'" ..... ....P. '. ~d?9 6'.,s- ~ 6'", 6'", '<~ ~6' '~> '0'.>. -- ""- ASPHALT PARKING"~ 6'6' '6'r SAW CUT DClST. EDGE OF PAVEMENT (SMAU. DARK DASHm UNE) f.!!hl:. Hi" m:1' "~'~ 'cg, '':-,. "-:.,.,.~~. '~. ASPHALT PARKING + "'> PARCEL 1 BL.A,NKET WA 1ERLlNE EASEMENT OVER PARCEL 1 O.R. 6869 PG. 1186 ZONING COMMERCAL 6'6' 6'6' 0')'0 .~~ 6'6' '-ts- ~ la ~,. ,"} ~. + 6',s- '~". -. t~"? '~J' '~1 6' ,~_. . "'Il' -i--- e o ,-.. 100 ,...., :co LA.! \.a.... " I I I l - LOT 14 LOT 13 6'.r 6'r ';;P 'll')' ~ 6'. ~ 61 ~ !'- 61 61 ~ 61 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ r ;p ~ tt t) {9 ~ ~ ~ ~ 6'0' <5 6'6' 'ct, ~' '~oJ' 6'6' UC .~ 6'6' ~ '61 ~ 0 ''b ~ ~ 'P +'% '~... +~ 'ot. +... ~-ts- + ~> ~ Exislting Sanitary MH ,- ~8 )6'~6' - "'>z tt \. 0 / 0'6' LOT 8 '6'1' ,- - LOT 10 LOT 9 - I BLOCK A ZjONING RESIDENTllAL P P I t-I T EST A ~., S PI R :5 9 LOT 12 LOT 11 LOTI BLOCK C '~o '''0 (Q'~ SUNSET P G. 6 7 ::?: I iJ'~.: :~5 ... r..."._.. ~h~ >- ~ ~~~.".' laJ C!J~' a::: ~: ._", ~ !:: i ,; ~~ CL 8~ 'S.! ~~ So- ~ fI a::: < ~ a::: a.. z <( -.J (L Z o J= ......J o ~ w o ~ Ul Z o t- O Z o U C) Z t- V) X W - C....) ~ ) ( ;:::j o ~ ~ C~ <:1...) C....) -i:: <:1...) r::..r::J -.. C ~ <:1...) ~ C~LiC (I) .''''\ ','" ~ ("1(,....1( \....:...... ~~:..-. C) ,;,----- ;. '\ '.-.".. /..."..' c-:.... ~:J t-...."; ~.."."....... " ") ;,.;', ~." ,..,~ I_~"... "'.... ~~ <." \'-' < , t I..~;".j (~:) (,) '\- L....,..,~ ~",..-,~-".., ,~,:'~- I . '" I, ~ .~~ c:i ~ tJ~ ~ ~~ ~ <::) t..-t <::) OJ ~ ~ ~ q) r>_ ..~ ~ ~~><fa ~ ~~~S ~ ~~c:i ~~~~ ...::i-' ....-;e ~<::) ~ ~ rtJ ~ ~ ~ DJ C :e 'E Q) a.. ! c Q) E c e "> c W . DJ c "I: Q) Q) c "m c W DJ C :D :i U) c o CJ . DJ .5 c c CD ii: .s en co ~ q) <:) ~ ~~ ~~ ~~ ~ ~ ~~ O~ ~~ ~~ .~ ~Cj 1-0 Wan W...... a:N 1-('1) CI)<( t-e Za: <(0 Q:..J C).. .. ::to 1-0 :)0 O~ Cl)C) <(Z NO ~..J E o () DJ c 'C ~ U) 'tJ c 'E @ DJ U) c DJ 'w Q) 'tJ .. 'a; ~ , W ClO .... V q C) CD N t::' ~ - x CIS U. ~ .... (I) , T'" (I) (I) t::' C) v - ENGINEER DESIGN RMH1)Sc)> PROJECT NOI. . ;i/": DAlE SCALE SHEET ...... .. 00048G '."' ., ,SEPT., 2000 . 1" = 30' C-2 LEGEND P.O.C. = Point of Commencement P.O.B. ... Point of Beginning ~D~ = Data per Descrlplion M = Measured Data C = Calculated Data PG.(s) = Page (s) 0.1t. = Official Record Book P.B. = Plat Book R - Radius I!. - Delta Angle EP = Edge of Pavement R/W = Right-ol-way SMH = Storm Sewer Manhole M.E.S. = Mitered End Section T.O.B. = Top 01 Bank T.O.S. = Toe of Slope WM = Water Meter L/P ... Light Pole F.I.R. = Found Iron Rod c!c Cap F.P.P. = Found Pinched Pipe F.O.P. = Found Open Pipe c!c Cap P.C.P. = Permanent Control Point F.C.M. = Found Concrete Monument S.I.R. = Set Iron c!c Cap 1/2- l.S. '462E LB = Corporate Certificate Number P.l.S. = Professional Land Surveyor C.S. = Concrete Slob CONC. = Concrete S/W = Sidewalk <l = Centerline o /W = Driveway WV = Water Valve SSMH = Sanitary Sewer Manhole GV - Gate Valve OHW - Overhead Wires FHA - Fire Hydrant Assembly PAINT: CHLORINATED RUBBER ALKYD fS TT-P-115, TYPE 01, fACTORY MIXED, QUICK-DRYING. NON BLEEDING COlOR PER lOCAL CODE. 6~. N S'-j .A /1' 1 \~ T ~ 4- J -r . N ... L, 67' I ~ 3. lB" HANDICAP S'1MBOL NTS I. 12" FTP-25 "1/1lt"R . 0'1:' f-C- . CD r--r- PARKING BY ~ ~ _ DISABLED ~ PERMIT :: ONLY == 0'1:' 18" $100 FINE F "S" 318" 1 4 .H.Q]t; (HANDICAP SIGN ONLY) " All LETTERS SHAll BE Bl.AOC AND SHALl CONFORM TO rooT "ROADWAY AND lRAFFIC DESIGN STANDARDS". 2. TOP PORDON OF SIGN SHALl HAVE REfLECTORIZEO (ENGINEERING GRADE) BLUE BACKGROOND WItH WHITE REFlECTORIZED LECENO AND BIlRDER. a. BOTTOM PORnON OF SIGN SHALl HAVE A REFLECTORIZED (ENGINEERING ORAlIE) WHITE BACKGROUND WItH BLACK BORDER. ... ONE SIGN REQUJRm FOR EACH PARKING SPACE. I. HEIGHT OF SIGN SHAll BE 7' ABOVE GROUND IN ACCORDANCE WItH FOOT "ROADWAY AND TRAFFIC DESIGN STANDARDS". ~ ~ ~ ~ 8 I - . - :::-"\ :J:=- ~ .:: ::-. "".-J CC) ..... , -, I I LOT 14 LOT 13 -. ..... .... IMITMY ..... ..... WAD lit! ~ PIlE tnIIWfT ~y ILOID'F VAL" AND C I VAL" _ - c: IJCll8I: WAD I!ft\tCZ W/III1IIS iI- -.J: BWlS WI MmIt I IAN InEI UN! H DClUIIa IIIMCI LA1I'IW. ~ INU IIIMC:E LA1llRM. lAlITMY' .......... a..utlCIUT __ MAlI If CllNC ENCAIDEHT LFT ITA1ICIH AIRCI! MAlI HANDICAP PARICING SIGN .IDE. (F1P-.~ _.... SnP v~-,= ~ ~ ~ b I; -4- WIllE SIRFE ~ r ii "" ./ .- !! ~/ --u rf 110: 1 -- 12" !NOm lot PAftlClfG srAUJI 8HALL IE UNUCID _1H M1E .. II au! PMfT PER FLCRDA ~ CODE IEC1ION ......1. ACCESSBLTY: A) IN ACORDANCE WllH tHE FJ.ORI)A ACCESSlBUTY CODE FOR BULDING CONSlRUCTK*. 4.1.3 SECnaN (1), DATED OCT. 1991. AT lEAST ONE ACCESSIBLE ROUTE CIlUPL'YING .m 4.J SHALl CONNECT ACCESSIBlE BULDIfG OR F ACl.ITY ENTRANCES WITH AlL ACCESSIBLE SPACES AND ELEUENTS WItHIN 1HE BUl.D1NG OR F ACUTY. DOORS ACCESSING THE BULDINO NUST BE DEPICTED ON SItE PLAN. RAIIP DETAILS WITH SLePE INFQRUAnON SHAlL BE DEPICTED ON SItE PLAN. B) THE L0CA1lON OF HANDJCAPPED PARKING STAIJ.S. LOADING ZONES. SJDEWALJ(S AND RAIIPS ON SItE SHAlL MEET CHAPTER 31U~ OF 1lE FLORIDA STA1UES AND SECTION 4.1.3 OF THE nORIOA ACCESSJBIUTY CODE. CURB RAMPS SHALl NOT EXCEED 12: 1 SLOPES PARKING SPACES AND AISLE SHAlL NOT EXCEED 50:1 CROSS-SLOPE. HANDICAP DETAIL NTS It t-=-1 - CD I 0. --ALlJUINUM HANDICAP PARKm SIGN (SEE SIGN DETAL 1lEL0W). Ba..T TO ..., STEEL lUBE WllH 112" CADMIUN PlAlED .' ea.TS. NUTS AND WASHERS. R .. C) I i- t--- 2'"l2"xO.1118" STEEl lUBE EXTENDED INTO aKRElE FIlED PH r -rf'. PROWlE WElDED WATERTIGHT CAP. .. 1--8- IlIA. STEEL PH AllED litH 1:;:: OONCRElE. PROW)[ DlIED .. I COIENT WASH CAP. PAIn ;! c-- JJ PH (2) COATS TRAme 'tEllow. t- rPAVING ;J 'I~ I I ~ ~ I I 1--1'-6" IlIA. eo<<m:TE BASE ~ LJ .. c-..I NOTE: HRE SIGN IS ~OCATEO IN PLANTER AREA. USE 2"112 lUBE STEEl fI1I.L LENGtH HI) SET If CONCRETE 3-D" MHUUM BElOW GRADE. ~ 1'-6- ~ HANDICAP POST DETAIL N1S (' S' -8- ... 2"-8- T ~[ YfllE REPLEC'DVE 1RAFF1C PAIfT: ~ aLORINAlED RUBR ALK'tD, FS TT-P-115, nPEm lRAFFlC ARROW NlS / -'1 ___...I \ " ........,....,. .~ ..~'^' '" x. ..y"'~....~... " \ \ \ \ \ \ \ \ " ,/ AI" '., ~tM......M.M.. ~ ~v................~........~................. ./ / ( ~~, I,. ~ r"".. '1t~ ", '" L0 ...., '""",.. ....,.. ASPHALT PARKING PARCEL 1 BLANKET WATERLINE EASEMENT OVER PARCEL 1 O.R. 6869 PG. 1186 ZONING COMMERCAL I- I 1 I- I I LOT 12 lOT 11 , I 1 A Existing Sanitary MH "'"" LOT '10 I LOIT - I I BLOCK A. I ZI 0 !II , N G RES' f\ E !II T I' A L P pIN T EST A" S P B. 3 9 SUNSET ~RED ~N~ b ~ )-WHITE LETT~ ~T~-:~ SIGN (R5-1) PER MUTCD. ..... ....,- P G, B 7 RED S TOR WH'Hmos REO 30"1130- HIGH INTENSITY STOP SIGN (Rl-1) PER MUTCD. STOP SIGN NlS ct OF TRAfFIC LANE I -<t-- "'-24- TRAFfIC WHITE STOP BAR N N - 2 - 4" WIDE TRAfFIC YEllOW STRIPES TEM NO 3~b. 3002 30m 301d 3011 3012 3020 302t 3~22 30iJ 3024 3025 3026 3027 3028 3030 303i 3032 3040 SYMBOLS LEGENID DESCRPDON S...t. 0.'. pS.'.i.g. D..... (.R.'.I-h..,3.'O'... x. 30..."..lIig...h...... ID. te...".....s.Hy St~ tJ ,Sigri(ld~1);24"x 24.\ rug~< 1l1tensit}' ])0 NotFJiter SigD(r{5~1)~ lIigh Interisity Handicap ~igriaiid Post, SeC!'Detail Handicap 8}.mbC)i~ See Detait. . Handicap stali sh'iping, See Detaii 14U White Stop Bat, See~t~i' '. . 24"tliel'lnoWh~te, Stop Bar,J See Detail (jli-:-Site Trame Arrow, See De.aU 4't 'ybite ~tfiping 6'i \V~.ite Striping 4" Yellow~~ripiiig 6" YeH01V Striping.. . .... ." .... . . ..... .. .......... ..i'Outlbie w/4" -45DCt08s-Striping @5' o.c., Color: Yellow 6' Wide c:rossltalk<Str.i phi g, See U.etail Cur bed Ram p, 12: 1 iviai7See Detail Flated Rtiinp, ii:ll\hi siope;~ Detail . HalidldtpAecess Itlltllp, ud Max. Slope, See Detail . Co~crete t>lIl1ipStet Pad ~itl1 6fM1tsonryScreen \Valllfndo!lu~e (3side!l)EXteri~rFiDisb and Colortol\fatcbBuildiiig. See Det... 4" l'Jpe ]}oHard, See petaii '. 6it Pi pe Bollard, See .Detail I. .' .. 6' COllcteteWheel.Stop* see. DehlU Liruits .of Overbe# .dGas C a Db,PY, See,Artl1UerlutaiPhUls FlIel,.lsland1Vith pipe BUll1pers, See Architectural Plans tJ..dergrou rid .GasTank5,~ee,Arch ite~u.ral Plans AirNacuum Reei; See Architec.litill Plans.' fnlletri ad~ *.pTl1 be,Se~.Arch it~ctllr~1 pi ailS 1" Poly~ water Seryke Tl1bili g iti" Poly. Water Service Tul)ing ~-v ;::$1 <=:> ~ o S-- 'C L- .s; C ~ ~ CJ) <:J..) -2 C...,) I -t:: ! <:J..) :S c::..r:J ~ ~ I.~~..~ ~. ~ ~ i...~~~ - ~ ~ If ~ I j # ~~':- - ~ ~ i III 4~r~ ~ ij IA ~ f II /t>> ~ ENGINEER ,/{d/J 2___ (j f:.,.~ / \ '(/IV Jr;. ""-f:'~ iODI 6~~ \.. DESIGN' I'~~ ~~ECK ~ --- - RMH OS<;' (}: PROJECT NO. '; 00048G - DATE --- SITE DATA l. STA TEMENTOF INTENT: A~PLICANipRt>P()S.EsTOl)EVEL()P A PORTIO !If OF PARCtL 3 BY CONSTRUCTING A CONVENIENCESTOREwint GASOLlNESALE.'iJ AND A CAR WAsH FACILIlY. SiTE I~tPIlOV~~IENrSlNCLUDEAI,'AVEIJ PAAKiNG FA~lLln'. CONNECTRJN TO EXISTING. \VA TO. SANITARY SEWER AN)) !iTO RM W ATEtt MANAG EMENT FACILITlESPR EVIO USL Y SO NSIRUCTEI> BVT!iE SHOPPINGCENTERTOSERVE PARCEL 3. ALL DlUVEWAY ACCESS WILL BE FIt.O~; iNTER.iOR silOPPiNG CENTER DRIVEs. NOT ADJACENT PUBLIC ROADWAys. EXISTiNG ZONING: z. . . . COMMERCIAL (C): J. SITE AREA: i03,i07 SF = 1.37 ACREs A; fl. do.'} ~J;"'I ihv ,. \"V\ ~ NUMBER OF SPACf.<lJREQtJIRED BY CllY Q..... ~, \ @SSPACE/l.OOO SF ~~i \4\JfS. NUA1BER OF spAc)is Jij{OViDED- ~'i (}(I 10 SPACES i; BUiLD' . G AREA: s. PAR qst/ . , "lo'. i,9S9 SF \\ 11\ I 1,nJ SF' ~ 3.i62 SF: ) s; 10' \VIDE fyl'l(;ALSPACES 12' WiDE HANDiCAp SPACEs 13 SPACES 1 SPA('~ . TOTAL PARKiNGSPACI!:S ~RoviDED: i.. SPACg 5. LAND usE: .l.l,St 1. .~ . 3,16~ ~F ~7B1Q ~~ 40,201 SF %OF TOTAi.SITl\ i.9 %' ~!It II IK is.s % tat 1 IK ioo.o -,4 IJtJILlll~G AREA ". '. OTHE)lI'A\T.EDAREAS .... ....... TOTAL IMPERVlousAitEA .. ' . '.' -' : - . GREEN AREA TOTAL 103,i07 SF Z. 3; 4; i>:i BOti !\Iii' 7. . ,- . -, . OPEN SPAcE: A; . '. -' t\JJNiMl!MQ~I:NSI'ACEIlEQumm ATiO% 'YJrn~~'..BlJFt~~8,1i2SF) . . i OPEN SPAC E PROVlD ED A T 61.1 % 8,lii SF 63.00' SF B. It BtHLbiNG SETBACKS! t~()~T Il.EAR SIDE 15 FEET j 10 FEET 10 FEEl". SANITARY STRUCTURE SCHEDULE No. TYPE TOP EL INV EL PIPE SIZE A SANITARY CLEANOUT A-B 78LF-6"PVC SAN. LATERAL R 68.30 INV. 63.36 (6") 0 tOme, INSTALL TRAFFIC BEARING SANITARY CLEANOUT 0 39' O.C. B SANITARY CLEANOUT .. B-C 7Blf-6"PVC SAN. LATERAL R 66.50 INV. 62.58 (6) 0 1.00"- INSTALL TRAFFIC BEARING SANITARY CLEANOUT 0 39' O.C. R 67.00 EX 61.8:1:: (6-) SAW CUT c!c REMOVE EXIST. 6"PVC SANITARY LATERAL AS REQUIRED TO CONNECT NEW SAN. LATERAL. " ........ r ~ o 3 n LOT 1 ,,-- 1" f!.J / ~~ t P--..~ all)- ft - ~~ \ -~ !::':! I ~ ~.. ~ --.~ LOl 1 BLOCK G ~J' LJ-~" C~., /"'" , \ . ~ -, - (I) ,.' &.......- e,::. If!! Ii.>. :.~~...j ;?~': ~~: ..,- ,. l) ,., :..., ~ (:~) ~..'.,> )--. ,,~..._. _,",,,,'''' t<( Z ~ Pnn ~:'.-';;. <( !.~_. Cr:: o 1= ~.~ 4"., __J (J c:, m Dlj~, ;'2:: (L :~.~) ~ cj .::c;1 .., -::., ~,_. Ci~:, 1Ii/:I.~ ._'" i'~"~ Ct: ~ ~., 1 -. -, "'''::: tn ,."...1 .- ,,-. ...... w 1"::11 !,.d Cr:: ('-_:; L:..,; en U.J ~ ,"\ Ci.::. ( 1 0.... '._ II:: .~.._. ~~~ ~.B pjS-S -.' ,0'",,',,-, L,c",..~ cc c; c:. ~ a Ct: < fh Ct: EL. .,.;;' c:!:$ ~ \~ ~~ c:i ~ co ti~ "Z ~~ tJ g ~~ct1 ~ ..~ co ~~><~ J, ~~~~ ~ ~~ci .. 'tl~~~ t4'""'t ...-. ~~ ~ "Z ~ ti i)' I" ."'\ ,..:;:\.1 1 ~ ., :' """' ct1 (.:) ~ z <( -1 0... >- I- -1 I- :::> ~ >- n:: t- w ~ o w <.9 w t- if) ~~ ~~ ~~ ~ ~ ~Q{ o~ ~~ ~~ .~ ~d f/J ~ ~ ~ . E 8 m c: i: ~ (I) "0 c: 'e @ CJ) (I) c: CJ) .; CD "0 ) C...,) ~ c --... ~ '1 t-O wit) w..... a:N t-('I) (1)<( t-9 za: <(0 D:..J C)U- .. :I:C t-o ~O O~ (1)C) <(z NO ~..J . . - 'to :E I W eo ,... "'lIt o I o cD N t::' o "'lIt - CJ) c: :e -~ CD EL. SCALE SEPT", 2000 1" - 30' SHEET C-3 LEGEND P.O.C. - Point 01 Commencement P 0 B = Point of Beginning . {'Ec~' = Data per De8crlplion m = Measured Data = Calculated Data PG.(s) = Page (8) 0.1t. = Official Record Book P.B. = Plat Book R = Radius I!. - Delta Angle EP = Edge of Pavement R/W = Right-ol-way SMH = Storm Sewer Manhole M.E.S. = Mitered End Section T.O.B. = Top of Bank T.O.S. = Toe of Slope WM = Water Meter L/P - Light Pole F.I.R. = Found Iron Rod c!c Cap F.P.P. = Found Pinched Pipe F.O.P. = Found Open Pipe c!c Cop P.C.P. = Permanent Control Point F.C.M. = Found Concrete Monument S.I.R. = Set Iron c!c Cap 1/2- L.S. '462E LB = Corporate Certificate Number P.L.S. = Professional Land Surveyor C.S. = Concrete Slob CONC. = Concrete S/W = Sidewalk <l = Centerline D/W = Driveway WV = Water Valve SSMH = Sanitary Sewer Manhole GV = Gate Valve OHW - Overhead Wires FHA - Fire Hydrant Assembly VARIES . . . MASS !1m EAST PL PRo.EaT B1E E)(/slJIV(; tXWOf.fMN IWMD EXlSlJIV(; S' aM:: ~ a... .. CXlNCRE1E GRASS SOD CCIIC. PAWMENl' a ~I S/W VARD __ 8GD J SECTION A-A NlS sr,r VARIES = EXIST. ~ :1:23.5" '\ L~3L --~':'':'':'':'::: : : - - ;;';r.- PA JOIENr a.. 87.00 /~ - PROP. CONCRElE PAVEMENT SECTION C-C HIS ~ ~ ~ ~ 8 J <t:> I ',!! '~" b 'tt~ I I ~ ~.~ In (. I ~ I I.. + ~o. + ~~~ + ~~~ ~ . i3',g" ~,J c t~ .~o e. I:f I """""- ---- ~~~- ~~. ~ ~ ~ re :tt ~ ~ "- t:'V IUO t:: -, I I I LOT 13 ,- I I I LOT 14 PRo.ECT SI1E Iftr DfJSllNti tXMONAN HI) 41.1' 24'-GAS IS.AND PAD CCINCRE1E PAVEIENT s- lit PAWIoEHT i?~ ~L~ ::::;;..--- ~ ?)i 71 ",2 18' V4RES PII.AN1ER cotaE1E CCJNC. PA\G8fT PAD FINISH fLOOR V nPE A ~ EL IU ". CURB E.AfST. --/ ""'- \- ~ CllNCIEIE 1IWFIC I1RIP a REMOVE ALL rutfFAal. ~'" IEPIRA'RR <SEE DETM.) CIRGANICS. FI.L a ctlI/PlCf 1'0 CCIIC. .. MAX. DENIIlY PER AASHTO PAWMENl'. TIP. T-1. It MAX. 12" IllS 12' ~ NlS / ~ / / <." --'1 ___J \ '" " \ \ \ \ \ \ \ \ ""- ~~ PRO.ECT !lIE E)(/slJIV(; - 8EZ0IEH IWMD " .. I.NIJSCWIINQ I GRASS saD I' U 110' CCNC. IlLAHlER CClNCRE1E S/W PAVEMENT rJtlSlI'Ki S'a:M:: ,. CItAIS 8GD ,,~ VARD _ VARIE! ~ARlES IIAlal ElIST. "" 1 a. ~ -- ~*~ ----1:,. - ::: ---- --- ::~~~: ;;~r PROP. CONCRElE PA'fSIENT UCIION D-D HIS + ellS' "0> + ~~ 'd'~ ASPHALT PARCEL 1 BLANKET WATERLINE EASEMENT OVER PARCEL 1 O.R. 6869 PG. 1186 ZONING COMMERCAL 6'6' 6'~":>.90'),o 6'6' .-tr + + + + + + + + + + + + tn: + + + + cr~ 6'~ ~~ ~'" ll.'", e", ~'" 6'~ ~'" 6'~ ~ e. ~6' 1S'6' 6'cr e6' cr~ .~ . > .,!! .~ ...", 'd! '.s! . ~ .<t ',j: 'e.~"" .,g''!!'61'6''61 V' ~;P Z) V'i? <9 is 8' ~ l5'U'~ \.I' l5' is' ~;p c ~'tt~ '..... , I k.(~ ~;-tt dr. -. 1!1 ~ * + + + + "IS' ~~ 6'~ '6'.9 .-ts- ' / //77 // +61 'Tot ~ + -~'" ',g~ +.... ~> ~ + 6'~ .-tr Existing Sanitary MH S IRIII ... ..... .... IT END WALL SIlRI lIDIR .... ) 1121 . 11 ..A. .....AI , ~8 j"'tf... -- "> z UJ' \. 0 / 0" ~~ lOT a ~ ...... I 6'> (') I e~ I 'OJ' 0 L 1'> ..... .... I 0 I - ,1-\ J LOT 7 I _ LOT 12 ,- I I I P G. 6 7 I I I I LOT 11 LOT 10 I LOT9 - I I BLOCK A I 11 0 N , N G RES I 0 E II! T I' A L P pIN T EST A S PI B. 3 9 SUNSET .~o I1UlW IIANHCU GUlFALL SIRIJCl'lURI IlMMIClN I1RUGlUAE NET II1l!IIm END lI8mClN CONalE1E R1.WAV CURl lIUII DIlI1IND .-or IlEVA1IClN - - -N- - - - ElII1INO 'RI'O CClN'RIUR , PRCPClIED 8"OT alVATIClN PRClPOIID 'RI'O catmIUR J LEGEND 'S .oil .. . TYPE . .. ." CONCRETE PAVEMENT ASPHAL T PAVEMENT / CD o @ PAVEMENT SECTIONS CD 6- 3,000 PSI CONCRETE REINF. w/ D5 x 05 13 x 13 WWF 3- - 4- SLUMP 2" TYPE S-3 ASPHALTIC CONCRETE MIINIMUM MARSHALL STABILITY 1500 LBS. .. ?~~l 5..02 ~~m ~9~~ 5050 ?9~t. S055 @ - o @ 12" SUBGRADE COMPACTED TO 98~ MODIFIED PROCTOR MAXIMUM DENSITY PER AASHTO T-180 12- STABILIZED SUBCRADE COMPACTED TO 98:1 MODIFIED PROCTOR MAX DENSITY PER AASHTO T -180. LBR 40 SYMBOLS LEGEND N/A 8" lIMEROCK BASE COMPACTED TO 98X MODIFIED PROCTOR MAX DENSITY PER AASHTO T-180 LBIR 100 (PRIMED' ~ - ~ ~ w ~ ...... ..:. ABBREVlA 110NS LEGEND: G= CRATE, R= RIM, A= APRON, S= SLOT, W... WEIR, T= TOP, INV- INVERT, STR- STRUCTURE, Rep- REINFORCED CONCRETE PIPE, ERCP= ELLIPTICAL RCP, CMP= CORRUGATED METAL PIPE, ALCMP= ALUMINUM CMP DRAINAGE STRUCTURE SCHEDULE No. TYPE HEAVY DUTY FLOOR DRAIN 2 STORM CLEANOUT TRAFFIC BEARING 3 HEAVY DUTY FLOOR ORAIN 4 STORM CLEANOUT TRAFRC BEARING 5 HEAVY DUTY FLOOR DRAIN 6 HEAVY DUTY FLOOR DRAIN 7 STORM CLEANOUT TRAFFIC BEARING 8 OIL/WA TER SEPERATOR 9 STORM CLEANOUT TRAFFIC BEARING 10 STORM CLEANOUT TRAFFIC BEARING 11 STORM ClEANOUT TRAFRC BEARING 12 STORM CLEANOUT TRAFFIC BEARING 13 TYPE E INLET 14 STORM ClEANOUT 15 TYPE E INLET 16 EXISTING INLET TYPE E INLET TOP EL G 66.75 INV EL PIPE SIZE N 63.55 (6") 1-2 22LF - 6"PVC 0 0.59" R 66.90 INV 63.42 (6") 2-4 28lF - 6-PVC .. 0.50:1 G 66.75 INV 63.50 (6-) 3-4 22LF - 6-PVC .. 1.0:1 R 66.90 INV 63.28 (8-) 4-7 28lF - 8"PVC 0 1.00X G 66.75 INV 63.10 (6") 5-7 22LF - 6-PVC .. 1.09" R 66.75 INV 63.10 (6-) 6-7 20LF-6-PVC 0 1.20:1 INV 63.00 (6~) G 66.90 INV 63.00 (8-), 7-8 2LF - lO"PVC 0 1.15:1 INV 63.00 (10 ) R 66.75 N 62.77 (10-) 8-12 7LF - 10"PVC 0 1.0" S 62.52 (10-) R 66.85 SW 62.96 (6-) 9-10 28LF - 6-PVC a 1.OX CONNECT TO CANOPY DOWN SPOUT WITH 6-PVC LATERAL 0 0.80:1 MIN. INV 62.68 ~6"l 10-11 28LF - B"PVC 0 0.50:1 R 66.85 INV 62 68 8- CONNECT TO CANOPY DOWN SPOUT . WITH 6-PVC LATERAL 0 0.80:1 MIN. INV 62.54 (8-) 11-12 18LF - lO-PVC 0 0.50:1 R 66.85 INV 6254 (10") CONNECT TO CANOPY DOWN SPOUT . WITH 6-PVC LATERAL 0 0.80:1 MIN. INV 62.45 (6"). 12-13 27LF - 12"PVC 00.75:1 R 66.15 INV 62.45 (10) CONNECT TO CANOPY DOWN SPOUT INV 62.45 (12") WITH 6-PVC LATERAL 0 0.80X MIN. l SAW CUT c!c REMOVE :f:42LF EXIST. R 64.75 INV 62.25 (12- 15"RCP AS REQUIRED TO INSTALL EX. 62.00 (15- NEW INLET. G 68.30 INV 64.65 (8-) 14-15 89LF - 8-PVC 0 1.20X CONNECT TO ROOF ORAIN. INSTALL TRAFFIC BEARING C.O. AT 45' D.C. G 65.75 ~ ::.-: (\~")) 15-16 148lF - 15-RCP 0 0.73" G 65.32 NE 61.92 (15-) EX E 61.92(15-) CORE BORE EXISTING INLET & EX S 61.82(15-~ REGROUT FLOW LINE. EX NW 61. Ui(24" G 65.60 SW 63.00 (15-) 17-18 102lF - lS-RCP 0 1.32~ INV 61.65 (15-) I I=--: ~ LJ C en ~~z U: 1:5 t\ ......4__ (/) .....~,. --,,, C) .,- ........ z *~ ~(:)::..: <t t--) o g ""'<... .~ t_~ CiS <. 'JlC. ,::,-. -. CL :,) 5 ..... ..'.. C...Y.....: [aJ &a ~:.:t::;: r-~ f--= ~ Q;' ~j c; IJf IS ::..~ LU ~ ~ 0.. ("L I~ I ~.~ . .@.~5 9~ --:'I'" :, CD ;:;>. --:r- ~.._.... :;~' ._..- ildln tI IUJPE GAS ISLAND Y__4LJ_~ ?_~~ :.rm:~__ 1""1'" - ~/ PROP. CDtaEIE PAVEMENT ,-< "......t,~. r..... t..l.... C. r- I..... (/) r.r.... h..*._. ,-, ~,..."",,' :~?:~ c;~ ll_: C;~ () (.) ! . ,j ;~ ~) ~ "'. b ._,.1 ~ ~ CO ti~ C\I ~Q:j &J 8 ~~~ C\I .~ CO ~~><~ J, o~~~ ~ ~~ ~ 0) ~~c:i ~~~~ ~"""' .--. ~~ ~ C\I ~ EI ~ c( fh ~ a.. z <( --1 Q.. W '-' <( Z <( 0::::' o t/J ~ ~ ~ rt VAl ,Nt... r.. ~ FUXIt IrnPE A .. ~ /'maF ~ LIS ~~ ..2L.JL ~ __ ~ 't-h:===:r- __~-C===T tf~~ I'~ 7-~ ~;;'\~~t;/r ~(:T.'__ C I ~ ~=: ~A=- \./ S1RIP a REMCM: AU. SURFAal. PRCP. CCJNCRI1E ClRlWICS. FI.L a CClPACr 10 PA\'BIENT .0 MAX. DENSI1Y PIR AAIfm) T-1. It MAX. 12" LF1I ~ .. '-' Z - o <( 0:::: '-' .. '-' Z > <( Q.. ~ ~ (:) ~ 5~ ~~ ~~ ~ ~ ~. ~ o~ ~~ ~o:: .~ ~tJ f' LOT LINE VARIES VARIES w z w;yE WITH H SEWER MAIN ::l 6 _ B~e I ~ . SIZE VARlEs~.el.EAH-OUT &:N1: ~ ~ ~ V;!Yt; r<<rH ~ ~rr~OTE 1 6 BRANCH REMOVABLE UI r6- 45" !YEaH PLUG ~ BEND . 6 w ~ ~ LINE -' ~ N ~~ CLEAN-OUT \ SEE NOTE 1 ~ FINISHED GRADE IT; I~ ~ LOX MIN. (lYP.) ~ ~ 'i' ~ - .... ROTATE 30" (TYP,) ~Rl~u&bpViOR (SEE NOTk 3) "HOUSEl' SERVICE (3' MIN.)(lYP.) SINGlE LATERAL SPRING LINE SEWER MAIN DOUBLE LATER1L PROFILE NOTES: 1. CLEAN-OUT (SHOWN SHADED) SHALL BE INSTAlLED BY THE BUILDER IN ACCORDANCE WITH STANDARD PLUMBING CODE. 2. LOCATE SINGLE LATERAL AS CLOSE TO LOT LINE AS POSSIBLE, 25' MAXIMUM. J. INVERT or SERVICE LATERAl. SHALL NOT ENTER SEWER MAIN BELOW SPRlNC LINE. SERVICE LATERAL DETAIL 'l"'frClOO.out Plu. - -- Concrete Pad 4- EJ Thick x 1'-6- Sq. 'J 0" or 8"- 1/8 Be.d ~ 'r Plug (See Note) ~ Sewer Main 7 SANITARY CLEANOUT DETAIL N.T.S. . N " : I g SIB- I ::.L~///u~ ,- \;-- 10 5/B- ----;I It-g 7/B---l1 ~~ f L[Z~1 [ ~'"' ~'J:~2"~ NOTE: Clean out plug ta be U.S. foundry 7621 or equal. SANITARY CLEANOUT PLUG DETAIL N.T.S. . C) .1 C) - CONCRETE n'R~ ~\~ ~~ ' .~ Ul"~,.,~ ~ ., ~- <Q ~10 ~ I ___CONTRa. JOINTS g ~ d 05'-0- O.C. lI) 1/';: PER fV/.J ~~& ~~~~D A~~~ED )[ TO CONCRETE FOOliNG. "'\. · I /' RE: 1.1C-4 .... _ CHAIN LINK GATE r~~~~1LtffONAL I ~ 6- CONC~SLAB vrE ~o AIN. \\ ~ --- .'-J:'~ ;:;,,~\Q~ ~ B-SPUT-FAt! C.M.U. RMSED OJRB ~~ / / ~~.t' '\. ---- - . C) .1 10 - I 1.11-3 /' ---./" 1:A ....... Tn 16'-0- TRASH ENCLOSURE PLAN ~~I~~EfO'\lA ~8nCi;-1NORE r1ELD COLOR (2),S CONT. BOND BEAM At TOP. GROUT TOP COURSE SOLID '~fJ&~Cfttf'M~STORE (2),S CONT. BOND BEAM At 4'-0- O.C. '6 VERT. BAR 0 24- O.C. 1/2- FIBER EXPANSION JOINT -. "'-0. .'. 6- CONCRETE SLAB WllH -... I......... ~ . 13 X 13 05 X DS W.W.f. " I.......... .: t} . ~....2::..:~: : .FF==: w 2,.. 6'-4-A. .0. CONCRETE CAP"" - .' . . . . o I io O' -0- A. T.O. PAVEMENT'" e5 c::t ('001 . '5 DOWEL AT 24- O.C.- II '.' _ ~ ______ :-8' GROUT SCUD . N CONC. FOOliNG 8- X 24- W/ (2) 'S HORIZ. (2)'5 CONT. CD - Threoded Corporation Stop MUELLER H 15008 or approved equ 01 (Top at 45" Angle) r Curb Stop ,/ MUELLER H14350 with Lock Wing and ~ ~ Compression Inlet or approved equal Saddle if Required See Note 5 \ \ Water Service Tub;.. Driscopipe 5100 or Endot/Yardley Blue Jet, SDR 9, 3408 Polyethylene .- ~ :'::. .:J~ ;\'} Saddle sholl hove double ,,:X:, stainless steel straps ~./ ., with epoxy coated ~ ductile iron body. Water Main NOTES: ,. WATER MAINS TO BE ON NORTH or EAST SIDE OF R.O.W., APPROX. 4 FT. BACI( OF CURB UNLESS OTHERWISE AUTHORIZED BY CITY ENGINEER. 2. SERVICE CONNEClIONS TO BE 2 FT. FROM SIDE LOT LINE ON EITHER SIDE OF LOT (SEE SHEET NO.3). THESE SERVICES TO BE CONSISTENT WITHIN THE SUBDIVISION. DRIVEWAYS SHALL NOT BE BUILT OVER METERS. 3. ALL LINES SHALL BE CHLORINATED and PRESSURE TESTED (TEST FOR ONE HOUR 0 150 P.S.I.) UNDER THE DIRECTION OF lHE UTILITIES DEPARTMENT. AFTER SUCCESSFUL COMPLETION OF THE TESTING and CHLORINA liON, THE PRESSURE SHALL ROAAIN ON lHE SYSTEM AT ALL liMES. 4. TEN FT. SEPARATION REQUIRED BETWEEN PARALlEL WATER _c!c SANITARY SEWER LINES. S. SADDLE IS REQUIRED FOR ALL SERVICE CONNECTIONS TO 4 PVC MAINS. SADDLE IS REQUIRED fOR 2- SERVICE CONNEClIONS TO 6- and LARGER PVC MAINS. LARGEST SERVICE CONNEClION TO A 4- MAIN IS 1 1/2- and LARGEST TO ANY MAIN IS 2-. 6. MINIMUM DISTANCE BETWEEN SERVICE TAPS TO BE NOT LESS THAN 36-. SERVICE CONNECTION DETAIL NLET DIMENSIONS TYPE ABC D C 3'-4- 2'-0- 4'-5- 3'-1- o 5'-S- 4'-1- 4'-5- 3'-1- E 4'-4- 3'-0- 5'-10- 4'-6- USE CAST IRON TRAFFIC BEARING GRATE FOR INLET TYPES C c!c E. USE STEEL GRATE fOR TYPE D INLETS. '4 BARS-12- O.C. (EACH WAY) I 2-r, r. t I. 1 f- lI)_.I r. ~ 2 C.I._ ~ _ ~. ~ TYP. .I r. > .1" '\ f. L.I \ ~ J. .J! .--;__.... ":'.~."'':''.~. 6-J SECTION B"~" ~ I u I A I ~.. B 8- J PLAN TYPE C.D & E INLETS F.D.a. T. INDEX #232 5'-0- HIGH X S'-O- WIDE CHAIN LINK GATE W /DOUBLE DIAGONAL PRIVACY 'SLATS & DIAGONAL BRACING. PAINT TO MATCH C-STORE) ~ 4 - PRECAST CONC. CAP-=::::::::.. -+ ,'-4- ABOVE PAVE~:NT .O.C.M.U. CONC. FILLED 6- DIA. STEEL POST 8- SPLIT-FACE C.M.~ PAINT TO MATCH C-STORE FIELD COLOR - ~ \1\~ \~. i/ " IJ~ i ~O~~,. '\) O. f7 .,J - -~ Ow o\; ~ -+ 0'-0- PAVEMENT_ 1 /// TOP OF PAVEMENT~./ & CONC. SLAB ~ 1- DIA. G V. PIPE SLEEVE (~DEEP) S/16- LIFT PIN FRONT ELEVA nON _ __ -CONC. FILLED 6- DIA. STL POST. V--!S'-O- X 5'-0. CHAIN LINK GATE WITH DOUBLE DIAGONAL PRIVACY SLATS. PAINT TO MATCH C-STORE. , C) - .1 II) ~ BM:KFLOW PREVENTER If ACCORIWa WITH PlANS APPROVED BY lHE COUNTY GAlE VALVE ~ lEST COCK (lYP.) ---........ ~__ =1YP.) ~ ~ - GAlE VALVE "A -- ~ lr~QURED) ff"RE'=ko) REDUCED PRESSURE BACKFLOW PREVENTER - . .{~~.'~.~'.~ .:;..,.'..' . .. '.@')" .>,F:,'o"::::::r:::: . .. .. . . . . ... \," . '1.:. '. '. "J' . .. .- ---- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . )FRAME AND SOLID LID; NEENAH R-1974-A OR APPROVED EQUAL: wi 6- DIA. CLEAR OPENING ..,~ i:; ~ FIlAL GIWlE"~. . ~. .. - .~., ... . 12" WIDE}. &" THICK CONCRElt PAD ~ =I~ ~tUo.) MAIN .1"- ~Tn SEIMCE NOlES: 1. ALL PIPE AND rlTTtlCS 2" AND SMALLER StW1 BE IHREADW SCtfJlULE 40 GALVANIZED STEEL. BRASS DR SCtDlIf 80 PVC. S- CONC. PAD wi LOOP OF f40 REBAR J MAIN LINE (SEE PLANS) IrIl 12.2S" \'VIDE {LONG SIDE C,E INLET) 12- DEEP \SHORT SIDE 0 INLET CONCRETE PAVING ') 1 . CD ~ \, . CD - a- PVC ClEANOUT - STACK "-a- - 45. BEND MAIN LINE 0 (SEE PLANS) ) "-S-XS- WYE o FlOW ( ---v---- STORM CLEANOUT 9- 2' lS- _4- THICK CONC. SLAB ~ (3000 PSI, 3- TO 4" SLUMP) / FOOT TYPE B CURB~ CONC. PAVEMENT~ ~ ..... ::.1 CONCRETE DUMPSTER f/~ PAD" ENQOSURES ~ 1/2" EXPANSION JOINT STRIP & REMOVE ALL SURF ACE ORGANICS. FILL & COMPACT TO 9SX MAX. DENSITY PER MSHTO T -1 BO IN MAX. 12- LIFTS I I SECTION X-X g" 2'-8" 14- 9- FOOT TYPE B CURB, CONC. PAVEMENT~ ~ ..:. roOT TYPE B CURB " . . . ~ ~ CON"- DUMPS"'R PAD ~ 1/2" EXPANSION JOINT STRIP & REMOVE ALL SURF ACE ORGANICS. FILL & COMPACT TO 95X MAX. DENSITY PER AASHTO T-180 IN MAX. 12" LIftS SECTION Y- Y 2' CONC" TRAFFIC SEPARATOR NTS . . .a. it. . ~~. , 0<1: I . u~~ . ~~'. <I ~~' A 1'" ..1 0Ci rl# <I cJ~ ~ <I,' ~ iV KT {J' LI_ . "A . 8 ~ &0 ... . . LI. o. d ~CDin<l .- .::.. ~ i<=" rl6- 16 SCHEDULE 40 BLACK IRON PIPE FILLED WITH CONCRETE PAINTED YELLOW (2 COATS) rFINISH GRADE CONCRETE PAD I . ..:t!: . ~ /6- CONCRETE SLAB WITH 13 X 13 OS X DS W.W.F. SLOPE - ":. ~ 'EII -'--- .. j.i , . C) b .1 I t\oI ;., . ". . . . .. .. .. I ___2'-0" X 2'-0" CONC fOOliNG wI (4) V VERT. BARS & HORIZ. BARS ~~ O.c. PROVIDE &~ '3 HORtZ. BARS IN TOP 5" SPACED ,- ~ART. I,"M PLAN VIEW 4' 4' , I ~ (e<:MC. SIDEWAll( 4' CONC. SIDEWALl(" I I ~ \... EDGE OF PAVEMENT SECTION 5 c.r. CONCRETE ANCHOR ~ ;,'. ;,'-, '-- 1', ,,:.. "......::i ,':.." .., .,.. ~ ." . ---.:; . .:. . ,.' CI) t 2'-0. ~ ENCLOSURE WALL SECTION DUMPSTER PAD . · .. · OR AS OlHERWlSE SHOWN 6-J lJ L6- BOLLARD (I) w "'- t 2'-0- ~ ENCLOSURE SLAB SEClION HANDICAP RAMP NTS .~ w f R.... ~ . "';., So"1-~ ~ ~~:' ~,~ jT, ... I\It. .. I -Conc. Pav't. ~'"" . . i Exp. Joint And Preformed Joint filler TYPE B CURB F.D.D. T. INDEX #300 N.T.S. =~~ lRENCH IIDlH VARIES ~m;) ~T~C wI SIZE or PIPE ~~~31HER ~k--.. '. -:-- '. FINISHED CRADE '\.. I CONMON RLL . . . . .r~E ~E 4~, . . PIPE D.O. :I: ~~ i ~~ I ~~ ~I!'e I . N 12" (1YP.) SELECT CONMON FILL ~~ ~~ le~ ii:!!!. SELECT COWON ru 8EDDINC ROCK PIPE BEDDING (SEE HOlE 8 I: 9) NOlES: 1. PPE BEDDIt<<;: SElECT COMMON ru COMPACTED TO 951 Of THE MAXIMUM DENSJlY AS PER MSHTO T-l80. 2. TRENCH 1W:KfU.:. COIlUON ru COMPACltD TO 951 Of TIE MAXIMUllII:NSIlY AS PER AAStfTO T-l80. J. USE 1YPE A ~ TO BE DElERIIN:D If M FlELD AS DIRECTED BY M COUNTY. 4. (t): 15" MAlt FOR PPE DMTER LESS lHAN 24", AND 24" IMX. FOR PH DIAMElER 24" NIl lARGER. 5. lATER SJW.I. NOT BE PERMITTED IN lIE TRENCH IlURtfC CONSTROCTION. 6. AlL PFE TO BE t4STAJ.L[D WITH BELL fACING \JISTRE1M TO M DRECTION Of THE FLOW. 7. REFER TO SECTION 32.5 or IHE CI1Y CONSTRUCTION II:SICN STANDARDS UAHLW. rOR SHEETING AND IIRACING IN EXCAVATIONS. 8. GMVIIY SEWERS SHALL UlIUZE 1YPE A BEDIXNG. If' REQtHJl 8't' THE CITY. BEOOIt<<i DEPTH StW1 BE 4- UINIIIUU rOR PFE IMIElER LESS TtM IS", AN) &" U1NUUM rOR PIPE QWlElER 16" NIl lAACER. 9. DEPTH FOR REMOVAl. or UNSUITABLE IlATERW. SIW.L COVERN DEPTH Of BEDIlItI; ROCK BELOW M PIPE. CITY SIW.L IlETERIH: IN THE AELD REQUIRED RDI7IAl. or UNSUfrAlllE IlATERW. TO REACH SUIlAll! Fou.Do\IION. UtIlISTURBED EARTH I yp~ A n~-rAIL .AM.D. TR[i 1'-6" 16- . I Same Slope As g- 7~1 Adjacent Pavement .3-R - v Joint W '" ~...... A /Seal ~h . ~ 7..1 ... ~~J ~t~~ '-R/ Jk . Conc. Pav't. i Exp. Joint And Preformed Joint Fiiller for details depicting usage adjacent to flexible pavement, see diagram right. n ....-. :\/ I >.'. .': . 3-R. U) . ~.... I i R. 2"R. . U) A,. . '. '.:,"" ~Ul ~ . I . 6, .... -~ ~ ~I :6".: . - 14 24- TYPE F TYPE A CURB F.D.D. T. INDEX #300 N.T.S. r.D.D. T. INDEX #300 N.T.S. EXISTING EDGE OF PAVEMENT ......... PARALLEL CURB RAMP DETAIL Ramp Curb- _ i>>. "t --. .7 Curb T)'pe F ,/ NTS N Co- :::J lD 0:8- ~ln a " a:: ~ :2 PLAN VIEW / PICTORIAL VIEW '7. ,\0 ~ o~ 4~~ ~c,~ l- ~~~ ~ o\)ct ~ a' , 1')J:tt F" C(j~ CURB TRANSITION NTS I-- Ramp Curb ~ V I I' a:~,\~ 1 t..-- Varies I ___ Ramp / RAMP WITH INTEGRAL CAST CURB f1/~ 1.-- VarIes I ___ Romp RAMP WITH SEP ARA TEL Y CAST CURB RAMP CURB OPTIONS CURBED SIDEWALK RAMP NTS rUSHED GRADE lRENCH WID1H VARlS w I SIZE or PIPE ~ CROWN TRENCH IN '" ~ UNMPROVED AREAS ../ (3" MN.} k- . . , -:<-- (SEE NO'rr 8) I COMMON RLL . . .r ~E ~TE 4~. . , PIPE O.D. . -' Ii ~ ~ ~ I ~- ~ ::l I . N 12" (1YP.) SELECT COIIotON FU Cl- ~... ltf~ ~... 6:l!i .~ UNIlI5T\eED rsrl"NOTE 3) NOTES: 1. PFE BEDDING: SELECT COIIIlN RLL COIIPIClED TO 951 Of M NAXMlM IlENSfIY AS PER AASHTO T-l80. 2. TRENCH IW:KFU: COMIION rLL COIFAClED TO 951 or lHE MAXNUM DENSI1Y AS PER MSHTO H80. 3. PFE BEDDING UlLIZINC SELECT COIllON ALL OR BEIlDH: ROCK IN ACCOIlON<<:E 11TH lYP[ A BEOOING AN) TRENCtK DETAIL IlAY BE REQUIRED AS IHCTED 8't' THE CDUNIY 4. (t): 15" MAX. FOR PIPE IlWIElER LESS THAN 24", ANI> 24- MAX. FOR PIPE IlIAIIETER 24- AND lARGER. 5. WATER 9WJ. NOT BE PERIIITIED tI M lRENCH DURING CONSTRUCTION. 6. AlL PIPE TO BE IfSTALlW WI1H IIELL rACING UPSTREAII TO Ttt: DIRECTION or TtE FLOW. 7. RErER TO SEeOON 32.5 or lHE CITY eONSTRUCT~ DESIGN STAtIJMOS MffiIW. rOR StEEJt<<l All) BRACING IN EXCAVAIIDNS. 8. IlNAL RESTORATION IN IIFR(MJ) MEltS StW.L BE ft COMPLW<<:E WI1H ALl APPUCABLE REGUlATIONS or GOVERNING M;EtDES. SlR"1CE RESTORATION WITHtf CRY or JACKSONVIUE RK;HT-Of-WAY SIW.L COMPLY WIlH REQum:MOOS Dr RIGHT-of-WAY UTILIZATION REGUAllONS ANI> ROAD CONSTRUCTION SPECflCATIONS. I ytl~ B I II ...,.;n .A.t:fD. TR EI - -- II U~ I All 6 6' ~ ~:~~. B ASPHALT \ ASPHALT PARKING B"MIN. 9"MAX. 12" 2"MIN. ~ 3 MAX.", rf S-MtN. '\. _ V 6"MAX. 1 ~ . . . .. . . . . ' CONC. SIDEWALK 4-MIN. 5-MAX. .. 4 : .: BASE MATERIAL '4 BARS, 1 B- LONG ---/" (TWO PER WHEEL STOP) WHEEL STOP NTS BUilDING WORK SITE WORK 1/4- RADIUS TOOLED EDGE g" '4 BAR BENT I AT 24- O.C. 4- BY SITE CONTRACTOR .. EXTEND 6- INTO SIDEWALK , 6" 1r1/2-R .' ,CONCRF;TE :"~_~[\: ~_ . . ': SIDEWALK .~--- --F:~~. Vii, / .. II. '4 BAR CONTINUOUS I........ .. TOP AND BOTTOM r ~ ': . .-l ..A: ~ ~ (PAVEMENT CONC. CURB tmIESi. 1. PROVIDE EXPANSION JOINTS AT 2S' O.C. MAX. ANO AT CURVES, TANGENTS AND CORNERS. 2. BASE or CURB TO REST ON COMPACTED FILL. 3. SACI( FINISH EXPOSED SURf ACES. 4. RUN BARS CONlINUOUS THRU EXPANSION JOINTS. CURB AT SIDEWALK 120' MAX. 1120' MAX. I : 30' MAX. I ~\ MAX. . " MAX. I ADDDDDEDDFDDA 'h" vr~ 5' 5' 5' 5' 5' 5' 5' 5' 5' 5' rL ~~-n~ TURNOUT OR OTHER RIGID STRUCTURE SAWED JOINTS A BCBCBCBCBA W w~~ ~ DR~~~~I~o.~cj OPEN JOINTS LONGITUDINAL SECTION JOINT LEGEND A- 1/2- EXPANSION JOINTS (PREFORMED JOINT FUER) B- 1/8- DUMMY JOINTS, TOOLED C- 1/8- FORMED OPEN JOINTS D- 3/16- SAW CUT JOINlS, 1 1/2- DEEP (96 HOUR) MAlt 5' CENlERS E- 3/16- SAW CUT JOINTS, 1 1/2- DEEP (12 HOUR) MAX. 30' CENTERS F- 1/2- EXPANSION JOINT WHEN RUN Of SIDEWALK EXCEEDS 120' G- COLD JOINT WITH BOND BREAKER, TOOLED SIDEWALK EXPANSION JOINTS FOOT INDEX # 310 NTS ADJACENT TO PAVEMENT ADJACENT TO GRASS CONC. SIDEWALl( ~ ASPHALT, b~L. ..'~~ "~"I: J ~ .L~.. ,., .'" PAVM'T BASEitiJ I.: . · ' 6- 6- CONCRETE SHALL BE JOOOpsi wi 5- SLUMP ........, ,~ t,1 lJJ CONCRETE SIDEWALK NTS ~I ~ fiJ a:: c( D.. LaJ a:: D.. (f) ~ <( I- W o o n::: <( o z <( I- (f) ) . (....) ~ -C (J) z o I- U -:> cc:: I- (J) c.~ ""7' 0::-.. s <;( 0::: C.! C cr C C' Lw Q:~ t! i' u (,. ~b; \~ '""" ~ (:) ~ ~ ~ ~ C ~ ~ Q~ ~~ ~~ ~ Cj E o u d> c '[: 0. In U c 'E @ 0> In C 0> ';;; G> u '0 ~ I W co " .., 9 o -.0 C'l R o ::!. ~ LL. (t) " " (t) I (t) (t) R o ::!. .~ ,g a.. ,.,.4.; ... ~ -:Or ~...,. ENGlNEER~ ': ('~' · ~~. ." "'" . ~~, W-It"] ~.?nal DlWT alECK 'i..... ... . RMH b~ " ..:--.,-- PRO~CtNc;J: 0> c += - ~~ ;::S~ <=> ~ ~ . e ,....... 'S; C_~ ~ QJ .~ c....,) ~ _~ C ~~ QJ :E c./J ~ o ~ ~ ~I-)g> - .- . ..........c c U"j B QJ ~ Q ~ DATE SCALE SHEET ""7 "--- <.'''' .... -.l 0.... I- ,- --". ...~- -...,.. ..r.'::' v I'"J~yy ~ ..., '", ~ '.. lY " o~ ""~I .x.",., / 'I. I\, v,7 X ~/h~~~:X /?I (~~" ~ ~'" DESIGN cc L.LJ Q.. o u ~ ~ I ~ I .. ! ~ j ~ ~ <0 t)~ C\.Z ~~ ~ 0 ~~O~ ~ .~ C\l <0 ~~><~ J, ~~~~ ~ ~~~r:ci ~~~fIJ "I...... ....-. ~O ~ ~ t/J ~ ~ ~ ~ ~ t:j ~ ~ ~ o tu~ WN (k::C") ti;<( .-0 z- <((k:: (k::0 ()LC "- :CO ~O 00 V)~ <(() NZ ~O ....J 00048DT SEPT", 2000 NONE C-5 r SECTION 01010 - SUMMARY OF THE WORK dewatering equipment needed, exceeds any of the following' 1) 6" Pump Volute; 2) 100,000 GPO total 24 hour (1 day) dewatering, and; 3) 1,000,000 GPO pump capacity, the contractor shall be required to permit the dewatering system with the S.RWMD The engineer and/or owner sholl be notified Immediately If any of the above thresholds ore exceeded Bundlflg Slob Dralnoge Course' General Dralnoge course consists of placement of drainage fDl malerlal, In layers of Indicated thickness, over subgrade surface to support concrete bunding slobs Placing Ploce drainage fill material on prepared subgrade in layers of uniform thickness, conforming to indicated cross-section and thickness Mamtain optimum mOIsture content for compocting material during placement operations Pnme Coot Apply at rote of 0.20 to 0.50 gal per sq yd, over compacted subgrade. Apply material to penetrate and seol, but not flood, surface. Cure and dryas long as necessary to attaIn penetration and evaporation of volatile Tack Coot. Apply to contact surfaces of previously constructed asphalt or portland cement concrete and surfaces abutting or projecting Into asphalt concrete pavement Dlstrlbule al rate of 005 to 015 gal per sq yd of surface Allow to dry until at proper condition to receive povlng ExerCise core In applying bituminous materials to avald smearlllg of odJOimng concrete surfaces. Remove and clean damaged surfoces. PLACING MIX Chapter 553851 of the r10rlda Slatutes requires Ithat an excovator notify all gas utilities a minimum of two (2) working days prior to excavating Prior to any removal of any underground tonk and other component, contractor must completely drain the systems to an approved sanitation tank for disposal to an approved lacation All existing sewers, piplllg and utilities shown are not to be interpreted and the exact location, or os the only obstacles that may occur on the site:. Verify existing conditions and proceed with coution around any anticipated features. Give notice to all utnity companies regording destruction and removal of all serVIce lines and cap all lines before proceeding with the work Electrical, telephone. cable, and/or gas lines neediing to be removed or relocated sholl be coordinated with the affected utility company Contractor must stop operation and notify the o","er for proper direction If any enVironmental or health related contaminote Is encountered during demolition/excavation process Prior to any clearing or demolition occurring, 011 erosion control devices are to be Installed Abandonment or removal of certain underground pipe or conduits may be shown on CIVIl or electrical drawings, and Is Included under work of those sections Removal of abandoned underground piping or conduit Interfering with construction is Included under thiS section Construction of site improvements to serve 0 Albertsans Express Fuel Center Improvements Include storm drainage, paved parking orea, underground utilities. and landscape/ irrigation Improvements to serve the proposed development. Contractor Use of Premises: Establish and maintain temporary drainage ditches and other diversions outside excavation limits to convey rain water and woter removed from excavations to collecting or run-off areas Do not use trench excavations as temporary drainage ditches Material Storage Stockpile satisfactory excovated materials where directed, untU required for backml or fill Place, grade and shape stockpDes for proper drainage Locate ond retain son materials away from edge of excavallons Do not store wilhln drip line of trees indicated to remain Dispose of excess soil material and waste materials as herein speCified Excovatlon for Structures' Conform to elevations and dimensions shown within a tolerance of plus or minus 01D', ond extending a suffiCient distance from footings and foundations to permil ploclng and removal of concrete form work, installation of services, other construction, and for inspection Use of the Site: Confllle operations at the site to the oreas permitted Portions of the site beyond areas on which work IS indicated ore not to be disturbed When 0 compocted drainage course is shown to be 6" thick or less place material in a single layer When shown to be more than 6- thick, place material in equal layers, except no Single layer more than 6- or less than 3- in thickness when compacted Lock automotive type vehicles and other mechanized or motorized construction equipment, when parked and unattended Do not leave vehicles or equipment unattended with the motor running or ignition key in place The contractor shall coordinate the construction of paving and storm drainage with all other construction and sholl be responsible for location of and protection of existing underground utnitles during construction All underground utilities must be Installed prior to preparation of subgrade for pavement BUILDING SLAB SUBGRADE COURSE (The building area plus 0 minImum margin of 5' beyond the perimeter foundation lines, should be cleared of all surface vegetation, roots, topsoil, debris or other deleterious moterlals Stripping, excavation, filling. and compoction within building areas shall be preformed In accordance with the geotechnical englneer's recommendation Prior to beginning the compaction process, moisture contents within the foundation soils should be controlled so that they approoch the optimum compaction condition. This may require the use of a dewatering system If additIOnal water IS required to increase moisture contents, the water should be opplied in such a manner that it will not cause erosion or disturbance of the surface soli General Place asphalt concrete mixture on prepared surface, spread and strike-off Spread mixture at minimum temperature of 225 deg f (107 deg C) Place inaccessible and small areas by hand. Place each course to reqUired grade, cross-section, and compacted thICkness Hal mix asphaltic concrete binder and surface course in new pavement areas requirIng more than one and one-half Inches (1-1/2-) asphalt thickness sholl be Installed In two (2) lifts Asphalt in eXlstlllg pavement overlay areas shall be a minimum of one inch (1.) thick and thICkness shall be mcreased as required to match adjoining pavement grades Paver PlaCing: Place In strips not less than 10' Wide. unless otherwise acceptable to Engmeer After first strip has been placed ond rolled, place succeeding strips and extend rolling to overlop previous stripS Complete base course for a section before plaCing surfoce course, If opplicable Joints Make joints between old and new pavements, or between successive days' work, to ensure continuous bond between adjoining work Construct joints to have same texture denSity and smoothness as other sections of asphalt concrete course Clean contact surfaces 'and apply tack coot SECTION 01400 - QUAUTY CONTROL SERVICES Description' Quality control services include inspections and tests performed by Illdependent agencies and governing authorities, as well os by the Contractor Inspection and testing services are Intended to determine compliance of the work with requhments specified. Specific quality control requirements are specified In Individual specification sections. Responsibilities: Contractor Responsbllltles: Except where Indicated as being the Owner's responsibility, quality contral services ore the Contractor's responsibility, including those specified to be performed by on independent agency and not by the Contractor. The Contractor shall employ and pay an independent agency. testing laboratory or other qualified firm to perform quality control services specified The Owner wll engage and pay for services of on Independent agency to perform the Inspections ond tests that are speclfled os Owner's responsbnltles In excavating for footings and foundations, take care not to disturb bottom af excavation Excavate by hand to final grade pst before concrete reinforcement IS placed Trim bottoms to required lines na grades to leave solid base to recllve other work Excavation for Trenches Dig trenches to the unrform Width required for porticular lIem to be Instaned, sufficiently wide to provide ample working room Provide 6- 10 9- clearance on both sides of pipe or conduit A mimmum of ten (10) overlapping passes should be made by the vibratory roller After compoctlon, the foundation sorls should hove a minimum density of 95'" Modified Proctor (ASTM D 1557) for a depth of at leost 2' below footings and floor slabs PAVEMENT REMOVAL A Where existing pavement is to be removed, saw-cut the surfacing leaving a uniform and straight edge with minimum disturbance to the remaining adjacent surfacing If construction results In roveling of the saw-cut surface, recut back from the raveled edge prior to restoration Structural flU required to raise the building areas to finish grade, should be placed In thin (12" maximum) level lifts and compacted to 95" of the soils Modlfled Proctor Density (ASTM 0 1557) fill should not be placed over any natural In-place soils untn tlhe natural deposlls have been compacted os specified above Proposed sources of structural fHl should be approved by the Salls Engineer prior to their placement wllhln the proposed buDding areas. Sands which hove less than 10" fines passing a No. 200 Sieve will generally be acceptable prOVIded the mOisture content Is controlled to ensure that the materials con be compacted to the required denslty Salls placed adjacent to footings or walls should be carefully compacted with a liglt rubber-tired rollers or vibratory plate compactors to avoid damage to the footings or walls. This material should be placed in level lifts not exceeding 8- loose thickness and compacted to a minimum denSity of 95" Modified Proctor The vibratory roller should not be utilized to compact SOils adjacent to any completed portions of the structure FIELD QUALITY CONTROL Excavate trenches ta depth Indicated or reqUired Carry depth of trenches for piping to establish indicated flow lines and invert elevations. Beyond building perimeter, keep bottoms of trenches sufficiently below flnrsh grade to aVOid freeze-ups Grade bottoms af trenches os Indicated, notching under pipe bells to provide solid bearing for entire body of pipe Backfill trenches with concrete where trench excavations poss within 18" of column or wall footings and which are carried below bottom of such footings. or which pass under wall footings Place concrete to level of bottom of adjacent footing Do not backfill trenches untH tests and Inspections hove been made and backfilling authorized by Engineer Use care In backfilling to OVOid damage or displacement of pipe systems Cold Weother ProtectIOn' Protect excavation bottoms against freeZing when atmospherrc temperature IS less than 35 degrees f (1 degree C) COMPACnON' B Where existing pavement, curb and gutter, sidewalk, driveway, or vaHey gulter is removed for the purpose of constructing or remoVIng box culverts, pipe, Inlets, manholes, appurtenances. faclihties or structures, said pavement,etc shall be replaced and restored in equal or belter condition than the original Cantroctor shall provide all necessary labor, materials, equipment, tools, supplies, paint, and equipment required ROLLING General Begin rolling when mixture will bear roller weight without excessive displacement Compact mixture With hot hand tampers or vibrating plate compactors in areas inoccessible to rollers Retest Responsblllty. Where results of Inspections or tests do not indicate compliance with contract document, retests are the Contractor's responsbnity. Prior to any clearing or demolition ocurring, all erosion control devices are to be installed ~r.eakdawn Rolli~g Accomplish breakdown or initial rolling immediately fallowlllg roiling of pints and outSIde edge Check surface after breokdown roiling, and repair disploced areas by loosening ond filling, If required, with hot material Second Rolling Follow breakdown roiling as soon as possible, while mixture is hot Continue second railing until mixture has been thoroughly compacted finish Rolling Perform finish rolling while mixture Is sUI warm enough for removal of roller marks Continue roiling until roller marks are eliminated and course has attained maximum density Patching Remove and replace paving areas mixed With foreign materials and defective areas Cut-out such areas and fill with fresh, hat asphalt concrete Compact by roiling to maximum surface density and smoothness. Protection' After final roiling, do not permit vehicular traffic on pavement untd it hos cooled and hardened Responsibility far Associoted Services: The Contractor shall cooperate with independent agencies performing Inspections or tests. Provide auxiliary services os are reasonable Auxiliary services include Provide access to the work Assist taking samples Deliver somples to test laboratory. Coordination. The Contractor and Independent test agency shall caordlnate the sequence of their activities. Avoid removing and replacing work to accommodate Inspections and tests. The Contractor Is responsible for scheduling times for Inspections and tests Qualifications for Service Agencies: Engage Inspection and test service agencies which ore prequallfled os complying with -Recommended Requirements for Independent Laborotory Qualification- by the Americon Council of Independent Laboratories. Submittals: Submit a certified written report of each inspection, test or slmUor service, in duplicate to the Engineer Report Data Written Inspection or test reports shall Include: Nome of testing agency or test laboratory Dates and locations of samples, tests or inspections. Names of individuals present Complete inspection or test data Test results. Interpretations. Recommendations. DISPOSAL Of WASTE MATERIALS' Burning on Owner's Property: Burning is not permitted on Owner's property unless valid permit Is obtained from Owner and appropriate regulatory agency Removal from Owner's Property. Remove waste materials and unsuitable and excess topsoil from Owner's property ond dispose of off site in legal manner Quality Control Testing During Construction Allow testing service to Inspect and approve subgrades and fill layers before further construction work IS performed General Control son compactlan during construction providing minimum percentage of denSity specified for each orea classlOcation Indicated below SEC~ON 02200 - EARTHWORK PART 1 - GENERAL Perform field density tests in accordance With ASTM 0 1556 (sand cone method) or ASTM 0 2167 (rubber balloon method). as applicable footing Subgrade' for each strata of soil on which footmgs wdl be placed, conduct at least one test to verify required dssign bearing capacities. Subsequent verification and approval of each footlllg subgrade may be based on a visual comporlson of each subgrade with related tested strata, when acceptable to ArChitect/Engineer Column and Continuous Strip footing' One (1) In-place density testing per column footing and per 100 lineal feet of continuous strip footing Paved Areas and Building Slob Subgrade Make at least one field density test of subgrade for every 2,000 sq n of building slob ond 5,000 sq n. of paved area or of paved area, but in no case less than 3 tests In each compacted fill loyer, make one field density test for every 2,000 sq n of overla)'lng budding slob and 5,000 sq ft of paved area, but m no case less than 3 tests Cleaning Sweep and clean surface to eliminate loose material and dust Off-Sile Striping' (Within public rood nght-of-way and access drive) Striping Use thermoplastiC striping On-Site Striping' Use chlorinated-rubber base traffic lane-marking paint, factory-mixed, qulck- dr~n.g, and non-bleeding unless thermoplastiC stnping IS specifically specified (I e, fire lone stnplng, etc) Percentage of Maximum Density Requirements: Compact soil 10 not less thon the following percentoges of maximum density for sons which exhibit a well-defined mOisture denSity relationship (cohesive soils) determined In accordance with ASTM 0 1557, AASHTO T-1 60, and not less than the foUowlng percentages of relative density. determined in accordance with ASTM 0 2049, for soils which wHl not exhibit a well-defined moisture-denSIty relationship (cohesionless solis) Erect barricades to protect paving from traffic until mixture has cooled enough not to become marked DESCRIPnON OF WORK: Extent of earthwork Is indicated on drawings. Prior to bidding work the Contractor shall abtain ond review a copy of the projects geotechnical report(s). The contractor shall supplement the repDrt(s) With additional sons Investigation as required to supply a complete bid QUALITY ASSURANCE: Structures, Budding Slobs ond Steps, Pavements: Compact top 12" of subgrade and each layer of backfHI or flll material at 95" maximum density for cohesive material or 9B" relotlve denSIty for coheslonless malerlal TRAFFIC AND LANE MARKINGS: Codes and Standards' Perform excavation work in compliance with applicable requirements of govemlng authorities hoving prisdlction Testing and Inspection Service' The Contractor sholl engage and pay for services of an independent Soils Engineer to perform soil testing and inspection service for quality control testing during earthwork operations. The Contractor shall coordinate with, and schedule the services of, the Soils Engineer to facilitate testing required by the Owner throughout construction. SUBMITTALS: Lawn or Unpaved Areas' Compact top 6- of subgrode ond each layer of backfill or fill materiol at 85" maximum density for cohesive sails and 90X relotive density for coheslonless sons foundation Wall Backfill directed Take at least 2 field denSity tests. at locations and e1evotlons os Walkways: Compact top 6- of subgrade and each layer of backfill or fHI material at 90" maximum density for cohesive material or 95" relative denSity for cohesionless matenal MOisture Control: Where subgrade or layer of soil material must be mOisture conditlaned before compaction, uniformly opply water to surface of subgrade, or layer of soil material, to prevent free water appearing on surface during or subsequent to compaction operations. Remove and replace, or scanfy and or dry, soU matenol that IS too wet to permit compaction to specified densit~ If in opinion of Engineer, based on testing service reports and Inspection, subgrade or fdIs which have been placed are below specified density, provide additional compaction and testing at no additional expense Repair and Protection: Upon completion of inspection or testing repair domaged work and restore substrates and finishes. Comply with requirements for -Cutting and Patching". The contractor shall be responsble for retaining a registered surveyor to prepare as-built drawings of all improvements. Approved as-built drawings must be provided to the engmeer pnor to receiving flnal approval MAINTENANCE' Color White unless otherwise specified on civil drawings Do !"ot apply traffic and lane morking paint until layout ond placement has been verified WIth Engineer Apply paint with mechanical equipment to produce uniform straight edges Apply In 2 coots at monufacturer's recommended rates Test Reports-Excavating: Submit following reports directly to Engineer from the testing services, with copy to Contractor' Test reports on borrow material SoH material that has been removed becouse It Is too wet to permit compaction may be stockpiled or spread and allowed to dry. Assist drying by dlsclng, harrOWing or pulverizing untn moisture content Is reduced to 0 satisfactory value WHEEL STOPS' Pratection of Graded Areas Protect n_ly groded oreas from trafflc and erosion Keep free of trash and debrrs SECTION 02110 - SllE CLEARING PART 1 - GENERAL Repair ond reestablish grades In settled, eroded, and rutted areas to specified talerances Reconditioning Compacted Areas Where completed compacted areas are disturbed by subsequent construction operations or adverse weather, scarify surface, reshape, and compact to required density pnor to further construchon Settling Where settling is meosurable or observable at excavated oreas durrng general project warranty period, remove surface (pavement, lawn or other fimsh), add backfill material, compact, and replace surface treatment. Restore appearance, quality, and condition of surface or flnish to match odjacent work, and eliminate evidence of restoration to greatest extent possible Field density test reports DESCRIPnON OF WORK' One optimum mOIsture-maximum density curve for each type of sail encountered BACKfiLL AND rilL' Secure wheel stops to asphalt concrete surface with not less thon two 3/4 - diameter galvanized steel dewels embedded In precast concrete at 1/3 points Size length of dowel to penetrate at least 6 into asphalt concrete Drill placement hales oversize and embed dowels in hot bituminous grout materiol Extent of site clearing Is shown on drawings. Site clearing work includes, but is not limited to' ProtectIOn of existing trees Removol of trees and other vegetation Topsoil stripping Clearing and grubbing Removing above-grade improvements Removing below-grade Improvements JOB CONDInONS: General' Place acceptable soil materlol In layers to required subgrode elevations. for each area classification listed below Site Information: Data on indicated subsurface conditions are not Intended as representations or warranties of occuracy or continuity between soD bearings. II Is expressly understood that Owner will not be responsible for interpretations or conclusions drown therefrom by Contractor Data are made available for convenience of Contractor In excavations, use sotisfactary excavated or borrow material fiELD QUALITY CONTROL' Under grassed areas, use satisfactory excavated or borrow material DISPOSAL OF EXCESS AND WASTE MATERIALS General: Test In-place asphall concrete courses for compliance with requirements for thickness and surface smoothness Repair or remove and replace unacceptable paving os directed by Architect Additional test wings and other exploratory operations moy be made by Contractor at no cost to Owner Existing Utili tiel: Lacate existing underground utHitles In areas of work If utilities are to remain In place, prOVIde adequote means of support and protection dUring earthwork operations Should uncharted, or Incorrectly charted, piping or other utilities be encountered during excavation, consult utDity owner immediately for directions. Cooperate with Owner and utnlty companies in keeping respective services and facilities In operation Repair damaged utilities to soUsfactlon of utnlty owner Do nat Interrupt existing utilities serving facnltles occupied and used by Owner or others, during occupied hours, except when permitted In wriling by Engineer and then only after acceptable temporary utility services hove been provided Use of Explosives: The use of explosives Is not permitted unless valid permit Is obtained from oppropriate regulartory agency Protection of Persons and Property: Barricade open excavations occurring as part of this work and post with wamlng lights Operate wornlng Ilcjlts as recommended by authorities having prlsdlctlon Protect structures. utDftles, sidewolks, pavements, ond other fadltles from damoge caused by settlement, lateral movement, undermining, woshO\l.lt and other hazards created by earthwork operahons. Under walks and pavements, use subbase matenol, or sot.factory excavoted or borrow material, or combination of both Removal from Owner's Property. Remove waste materials. Including unacceptable excavated materiol, trash and debris, and dispose of it off Owner's property Thickness: In-place compacted thickness wUl not be acceptable If exceeding following allowable vonation from required thickness Under steps, use subbose material Under piping and conduit, use subbase material where subbase Is indlcoted under piping or conduit; shape to fit bottom 90 degrees of cylinder Backfill excavations os promptly as work permits, but not until completion of the following: Acceptance of construction below finish grade Including, where oppllcoble, damp- proofing, waterproofing, and perimeter Insulation Inspection. testing. approval, and recordmg locations of underground utilities Removal of concrete form work JOB CONDInONS' SEC~ON 02513 - PAVEMENT PART 1 - GENERAL Base Course 1/2-, plus or minus Surface Course: 1/4", plus or minus Surface Smoothness Test finished surface of each asphalt concrete course for smoothness using 10' straightedge applied parallel With, ond at right angles to centerlme of poved area ' Surfoces will not be acceptable If exceeding the following tolerances for smoothness Base Course Surface 1/4- Wearmg Course Surfoce 3/16- Crowned Surfaces: Test with crowned template centered and at right angle to crown MaXimum allowable voriance form template 1/4. Check surface areas at intervals os drected by Solis Engineer. Core borings shall be preformed for each 20,000 sq ft Of paved area to verify required thicknesses of base and pavement sections If In the op!",on of EngIneer, based on testmg serVice reports and Inspection, base or pavement sections which have been placed are below specified densily or thickness, provide oddlllonal compactIOn and lestlng at no additional expense TraffiC' Conduct site cleorlllg operations to ensure mimmum interference With roods, streets, walks, and other odjacent occupied or used facUitles. Da not close or obstruct streets, walks or other occupied or used focUltles without permission from outhorllies having jurisdiction Protection of Existing Improvements: Provide protections necessary to prevent damage to eXisting impravements indicated to remain in place Protect Improvements on adjoining properties and on Owner's property Restore damaged improvements to their original condition, as acceptable to parties having prlsdiction. Protection of Existing Trees and Vegetation' PrDtect existing trees and other vegetation Indicated to remain in place, aoalnst unnecessary cutting, breaking or skinning of roots, skinning and bruising of bark, smothering of trees by stockpnlng construction materials or excavated materials within drip line, excess foot or vehiculor traffic. or porking of vehicles within drip line. Provide temporary guords to protect trees ond vegetation to be left standing. Water trees and other vegetation to remain within limits of contract work as required to maintain their health during course of construction operations DESCRIPTION OF WORK Extent of asphalt concrete paving work is shown on drawings Prepared aggregate subbase is speCIfied in earthwork sections. Saw-cutting of edges of existing pavement Is specified in site cleanng section SUBMITTALS' Removal of shoring and bracing, and backmling of voids with satisfactory materials Cut off temporary sheet piling driven below battom of structures and remove In manner to prevent settlement of the structure or utilities, or leave In place If required Removal of trash and debris. Permanent or temporary horizontal bracing Is In place on horizontally supported walls Ground Surface Preparation: Remove vegetation, debris, unsatisfactory soil materials, obstructions, and deleterious materials from ground surface prior to placement of fills. Plow strip, or break-up sloped surfaces steeper than 1 vertical to 4 horizontal so that fill material will bond With eXisting surface Matenal Certificates Provide copies of materials certificates signed by material producer and Contractor, cerllfylng that each moterlal item complies with, or exceeds, specified requirements QUALITY ASSURANCE: Codes and Standards: Comply with florida Department of Transportation's specifications, latest edition, and With local governing regulations if more stringent than herlln speCified SITE CONOInONS Provide protection for roots over 1-1/2- diameter cut during construction operations. Coot cut faces with on emulsified asphalt, or other acceptable cooting, formulated for use on damaged plont tissues. Temporarily cover exposed roots with wet burlap to prevent roots from drying out; cover with earth as soon as possible Repair or reploce trees and vegetation indicated to remain which are damaged by construction operations, In a manner acceptable to Landscape Architect. Employ licensed arborist tD repair damages to trees and shrubs Replace trees which cannot be repaired ond restored to fuR-growth status, as determined by arborlst Salvable Improvements: Carefully remove Items indicated to be salvaged, and store on Owner's premises where indicated or directed Perform excavation Within dnp-IIne of lorge trees to remain by hand, and protect the root system from damage or dryout to the greatest extent pOSSIble Maintain moist condition for root sptem and cover exposed roots with burlap. Paint root cuts of 1- diameter and larger with emulsified asphalt tree paint When eXisting ground surface has 0 density less than that specified under .Compactlon. for particular area classincation, break-up ground surfoce, pulverize, moisture-condlllon to optrmum moisture content, and compact to required depth and percentage of maximum denSity Weather Limitations Apply prime and tack coots when ambient temperature IS above 50 deg F (10 deg C), and when temperature has not been below 35 deg F (1 deg.C) for 12 hours immediately prior to application Do not apply when bose is wet or contoins on excess of moisture PART 2 - PRODUCTS SOIL MATERIALS: Placement and Compaction: Place backfill and fill materials In layers not more than 16- In loose depth for material compocted by heavy compaction equipment, and not more than 8. in loose depth for material compocted by hond-operated tampers Construct asphalt concrete surface course when atmospheric temperature IS above 40 deg F (4 deg C), and when base IS dry 8aBe course may be placed when air temperature .s above 30 deg r (-1 deg C) and rising Definitions Satisfactory saH materiols are defined as those complying WIth ASTM 02487 soil classification groups GW, GP, GM, SM, SW and SP. Unsatisfactory soli materials ore defined as those complying with ASTM 024B7 soil classification groups GC. SC. ML, MH. CL, CH, OL. OH and PT Grade Control Establish and main tam required lines and elevations Before compaction, moisten or aerote each layer as necessary to prOVide optimum moisture content Compact each layer to required percentage of maximum dry density or relative dry density for each area classification Place backfill and fill materials evenly adjacent to structures, piping or condUit to reqUired elevations Toke care to prevent wedging action of backfill against structures or displacement of piping or conduit by carrying material uniformly around structure, piping or conduit to approximately same elevation In each hft PART 2 - PRODUCTS PART 2 - PRODUCTS MA TERIALS Not opplicable to work of this section Subbase Material' Naturally or artificially groded Imlxture of natural or crushed gravel, crushed stone, crushed slog, natural or crushed sand. General. Use locally ovaDable materials and gradations which exhbit a satisfactory record of previous Installations PART J - EXECUllON Drainage FII: Washed, evenly graded mixture of crushed stone, or crushed or uncrushed gravel, with 100" passing 0 1-1/2- sieve and not more than 5" passing a No 4 sleve Bockflll and Fill Materials: Fill sons utilized to raise buDding and pavement areas to desired grade should consist of clean, granulor materials with less than 10X passing no 200 U S stondord sieve General Uniformly grade areas within limits of grading under thiS section, Including adjacent transition areas Smooth finished surface within specified tolerances, compact with uniform levels or slopes between points where elevations are Indicoted, or between such points and existing grades Grading Outside Building Lines: Grade areas adjacent to buDding lines to drain away from structures and to prevent ponding Finish surfaces free from irregular surface changss, and os follows' Lawn or Unpaved Areas: Fimsh oreas to receIve topsoil to Within not more than 0 10' above or below required subgrade elevations WoIks Shope surface of areas under walks to line, grade ond cross-section, With finish surface not more than D 10' abave or below requrred subgrade elevalron Pavements Shape surface of areas under pavement to line, grade and cross-section, With finish surface not more thon 1/2- above or below required subgrade elevotion Grading Surface of Fill under BuDding Slabs' Grade smooth and even, free of voids, compacted as specified, and to requred elevation Pravide final grades Within a tolerance of 1/2" when tested with a 10' straightedge Compaction' After grading, compact subgrade surfaces to the depth ond indicated percentage of maximum or relative density for each area classification Wheel Stops: Precast of 3,500 psi air-entrained concrete, approximately 6- high, 9- wide, and 6'0- lono, with chamfered corners and drainage slots on underside All concrete for curbs, pads, Inlet aprons, sidewalks, etc shall be 3,0001 psi with a maximum slump of 3- to 4" ASPHAL T-AGGREGA TE MIXTURE' SITE CLEARING' GRADING: Base Course Aggregate Sound, angular crushed stone, crushed gravel, or crushed slag, sand, stone or slag screenings Surface Course Aggregate Crushed stone, crushed gravel, crushed slag. and sharp-edged naturol sand General: Remove trees, shrubs, grass ond other vegetation, improvements, or obstructions Interfering with installation of new construction. Remove such items elsewhere on site or premises as specifically indicated Removal Includes digging out stumps and roots. Protect existing trees to be preserved. Carefully and cleanly cut roots and branches of trees Indicated to be left standing, where such roots and branches obstruct new construction. Topsoil: Topsoil is defined as friable clay loom surface soil found in a depth of not less than 4-. Satisfactory topsoil Is reasonably free of subsoil, clay lumps, atones. ond other object over 2" In diameter, ond without weeds, roots, and other objectionable material. Strip topsoil to whatever depths encountered In a monner to prevent intermingling with underlying subsoil or other objectionable materiol Remove heavy growths of grass from areas before stripping Stockple topsoil In storage plies In areas shown, or where directed Construct storage pHes to freely drain surface water. Cover storage piles. If required, to prevent wind-blown dust. Dispose of unsuitable ar excess topsoil some os waste material, herein specified Clearing and Grubbing: Clear site of trees, shrubs and other vegetation, except for those Indicated to be left standing The buDding oreas, plus minimum of 3 foot margins on all sides should be cleared and stripped of 011 vegetation and surfoce organics and any other deleterious materiols which may be encountered Completely remove stumps, roots, and other debris protruding through ground surface Fill depressions caused by clearing and grubbing operations with satisfactory soil material Unlen further excavation of earthwork Is Indicated fUl shall be of clean, find IICIlld AASHTO Class A-3 and shall be placed In loose lifts not exceedmg 8- In thickness and compacted to at least 95" of modified proctor maximum dry denslly (ASTM 0-1557). PART J - EXECUllON Minerai filler Rock or slag dust, hydraulic cement, or other Inert matenal complYing with AASHTO M t7 (ASTM 0 242) EXCAVAnON: Asphalt Cement. AASHTO M 226 (ASTM 0 3381) for viscosity-graded moterial and AASHTO M 20 (ASTM 0 946) for penetralion-groded matenal Prime Coat. Cut-bock asphalt type; AASHTO M 82 (ASTM 0 2027) NC-30, MC-70 or MC- 250 Excavation Is Unclassified, and Includes excavation to sub grade elevolions Indicated, regardless of character of materials and obstructions encourntered Earth Excavation includes excavation of pavements and other obstructions visible on graund surface; underground structures. utlltles and other Items Indicated to be demolished and removed; together with earth and other materials encountered that ore not classified as rock or unouthorized excavallon Tack Coat. Emulsified asphalt; AASHTO M 140 (ASTM 0 977) or M 2DB (0 2397), SS-1, SS- 1h, CSS-1 or CSS-1h, dUuted With one port water to one part emulSIfied asphalt On-site Lane Morking Paint: Chlorinated rubber-alkyd type, AASHTO M 24B (fS TT-P-115), Type III Additional Excavation: When excavation has reached required sub-grade elevallans, notify Engineer who will make on inspection of conditions. If unsuitable bearing materlOls are encountered at reqUired sub-grade elevations, corry excavatrons deeper and replace excovated material as d1recte<ll by Engineer Removol of unsuitable material and its replacement as directed will be paid on basis of contract conditions relallve to changes In work Stability of Excovation Slope Sides of excavatlonls to comply With local codes ond ordinances hove jurisdiction. Shore and brace where sloping Is not possible because of space restrictions or stability of material excavated Maintain sides and slopes of excavations In safe condition untU completion of bock filling Shoring and Bracing PrOVIde materials for shorlrng and bracing, such as sheet piling, uprights, stringers and cross-braces, in good serviceable condition Establish requirements for trench shoring and bracing to comply with local codes and authorities having prisdicllon Molntain shoring and bracing In excavatIOns regardless of time period excavations wHl be open Corry down shoring and bracing as excavation progresses Dewatering: Prevent surface water and subsurface or ground water from flowing Into excavations and from flooding project site and surroundlllg area In the event the water Is encountered during the construction, dewatering shall be conducted. The contractor Is solely responsible for the design, installation, operation, and subsequent removol of dewatering systems and their sofety and conformity With local codes and regulations If PAVEMENT SUBBASE COURSE' The asphalt wearing surface shall consist of Type S-3 asphaltic concrete mixture meeting current Florida Department of Transportation specifications The wearing surface shall be compacted and placed at a density no less than 97" of the laboratory density for the approved job mix formula PART J - EXECUll0N General: Subbase course consists of plaCing subbase matenal, in layers of specified thickness, over subgrade surface to support a pavement base course See Asphaltic Concrete Paving section for paving specifications. Grade Control During construction. maintain lines and grades including crown and cross-slope of subbase course. Shoulders: Place shoulders along edges of subbase course to prevent lateral movement Construct shoulders of acceptable soli materials, placed In such quantity to compact to thickness of eoch subbase course layer Compact ond rail ot least a 12- width of shoulder simultaneously with compacting ond rolling of each layer of subbose course Placing: Place subbase course materiol on prepared subgrade in layers of uniform thickness, conforming to Indicated cross-section ond thickness Maintain optrmum moisture content for compacting subbase material during placement operations When 0 compacted subbase course IS shown to be 6" thick or less. place material in 0 single layer When shown to be more than 6" thick. place material In equal layers. except no single layer more than 6- or less than 3- In thickness when compacted SURfACE PREPARATION' Remove loose materiol from compacted subbase surface Immediately before opplying prime coot Proof roll prepared subbase surface to check for unstable areas and or eas requiring additional compaction Notify contractor of unsatisfactory conditions Do not begin paving work until deficient subbase areas have been corrected and are reody to receive paving = ...., Use only hand methods for grubbing inside drip line of trees Indicated to be left standing Removal of Improvements: Remove existing above-grade and below-grade Improvements necessary to permit construction, and other work as indicated. The locations of 011 exisling utilities shown on this plan have been determined from the best information available and are given for the convenience of the contractor The engineer assumes no responSIbility for their accuracy Pnor to the start of any demolition activity, the contractor shall notify the utility companies for anslte lacations of existing utilities (Q - m LY .... ~ en ~ ~ -1J ~ Ii) ~ ~ fh ~ Q. (f) Z o F <( o lL. o W 0... (f) - (...,) ~ )' .c ;::j <=> ~ ~ - -~ C-'.j <:J...) Q DATE SCALE SHEET \-= Cl. [J C (f) z. c:~ z (j) ~ <"-- - - ",,-' ....'" <C C'.r: C C CC c: ....-7 . - .cr. -- __J (... ~ 1_- c:) t__ (,..) ::"'J c.L: I e/) <:" CL ..r :t~ l'J (J... C) U -.. ...-- (...;. LI...- D;' c; c;:) ("0..1 cD "\ c:i ::=.. CO ti"4 t\l ~~ ~ ~~co ..~ ~~~~ O~~~ ~ti S ~~c:) ~ ..... n" ~ D:i~""'fIJ ~..... ~ ~~ ~ t\l <:) ~ CO I to CO CtJ ~ CO (:) ~ ~ ~ ~ ~ ~ ~ tj ~ ~ ~ C ~ ~ ~ ~~ OE--.t ~~ ~~ ~ ~d 0> c E E Q) Q.. .Q c Q) E c e 'S; .fj E o u d> c: i:: 0. lit "0 c: E @ Cl lit c: Cl in CD "0 a ~ I W co ...... ~ 9 o '0 C'l R o ::!. x o LL. o l:u~ WN ~C') In<( .....0 Z- <(~ ~O ~Lt .. ::CO ~O 00 V)~ <(~ NZ ~O .....I 0> c i:: Q) Q) c '0, c w 0> c :i= ::> III c o U C') ...... ..... C? C') C') R o ::!. CD c: 1? Q. 0> ~ c c o Q.. Q) .... Vi 00048SP SEPT., 2000 NONE C 6 r- L= jJl ['i (I) r- l..... SEC~ON 02720 - STORM SEWAGE SYSTEMS PART 1 - GENERAL Use air-entering admixture in an concrete. providing not less than 411 nor more than 811 entrained air for concrete exposed to freezing and thowlng, and from 211 to 411 for other concrete. Contractor shan follow the requirements of the temporary )Jmper connection when connecting tD existing water mains for potable and/or fire protection services. Water Service Termination: Terminate PDtable woter piping 5'-0- from buldlng foundation In locotlon and Invert as Indicated. Provide temporary pipe plug for piping extension Into building. All pipe is ta be laid In a dry trench. The contractor shall provide dewatering as required to maintain dry trench throughout construction. Plug an lines under construction at the end of the working day to prevent ground water and potentlol contamlnonts from entering completed lines and lines under construction. All muck and unsulloble materials encountered In trench bottom, shall be remDved and replaced with compacted granular material to a minimum of 9S11 maximum dry density per AASHTO T-180. Practor ond density test results shall be submiUed to the engineer. All trench backfill under future paved areas shall be placed in 12- layers and compacted by mechanical means to a minimum of 9S11 density per AASHTO T-1BD so os to prevent future settlement. Compaction In unpaved areas shall be 0 minimum of 90ll maximum dry density as per AASHTO T-180. PIPE ClEARANCE: SUBMITTALS: SEC~ON 02666 - POTABLE WATER SYSTEMS PART 1 - GENERAL -,'''' r:::.:~ <'':.( :I) i ___I ~ o.~ f",.. N f.'.~ - i (1::: ~ (0 ~ .,:.::( _, ., I :2:: cnV.lt "'" ~ ~:': ! ~: f .--; .--.11. or._..A '1.. I Ll.J 0:: CL Product Data: ~bmlt manufacturer's technical product data and Installation Instructions for sewage system materials and prDducts. Shop Drawings: Submit shop drawings for sanitary sewage systems, showing piping materials, size, lacotlons, ond Inverts. Include detaRs of underground structures, connections. and cleanouts. (.,.-, .... Unless otherwise noted on the Site Construction Plans, all concrete sholl be a minimum of 3,000 PSI os 28 days. with 3 to 4 Inch slump at time of pour. DESCRIPTION OF WORK: DESCRIPTION OF WORK: Extent of potable water system exterior ta buildhgs and excluding rlre Supply System Improvements Is Indicated on drawings and schedules. and by requirements of this section. Refer to Earthwork section for excavation ond backfill required for potable water systems; not work of this section. ;2:~ Extent of storm sewage systems work is indicated on drawings and schedules. and by requirements of this section. -Earthwork- for excavation ond backfill required for storm sewage systems; not work of this section. -~.. ;~:'- U) 3; Part 2 - Concrete Materials: () ._-:~ "":....-. <( ___.1 O-~. <C ['.c. C-, C, CC C Record Drawings: .At project closeout. submit record drawings of Installed sanitary sewage piping and products. Portland Cement: ASl\4 C 150, Type os required. Fly Ash: ASTM C 61B, Type C or F. limit use of fly osh in concrete mix design to not exceed 25ll of cement content by weight. Aggregates: ASTM C 33, except local aggregates of proven durobHity may be used when acceptable to Architect. I i-- C) ::~) -Storm Water Systems- for Interior buDding systems including conductors. horizontal branches. and connecllons to roof ond deck drains; not work of this section. QUALITY ASSURANCE: Manufacturer's Quallfk:atlons: firms regularly engaged In manufacturer of potable water systems materials and products, of types and sizes required, whose products have been In satisfactory use In similar service for not less than 5 years. Instoller's Qualifications: firm with 0 least 3 years of successful Installation experience on projects with potable water piping work similar to that required for project. Code ond Standards: City of Clearwater Code Compliance: Comply with City of Clearwater Requirements and stondards for all construction. Maintenance Data: Submit maintenance data and parts lists for sanitary sewage system materials and products. Include this data, product data, shop drawings. and record drawings in maintenance manuol: in accordance with requirements of Division 1. (t~: i.,."...". 1-. QUALITY ASSURANCE: 't.:......~.> iI;..::~: C:;e'" L.tJ Ci_ PART 2 - PRODUCTS (/) Manufacturer's Qualiflcations: Firms regularly engaged In manufacture DI storm sewoge system's products of types. materials, and sizes required, whose products hove been In satisfactory use in slmilor service for not less than 3 ~ors. Installer's Qualifications: Firm with at least 3 years of successful installation experience on projects with storm sewage work similar to that required for project. Codes and Standards: Plumbhg Code Compliance: Comply with applicable portions of National Standard Plumbing Code pertaining to selection and installation of storm sewage system's materials and products. Work to be performed within the public right-of-way shall meet the speclflcatlons of the governing authority. Environmental Compliance: Comply with applicable portions of local Environmental Agency regulations pertaining to storm sewage systems. ". ~ "-,. lJ...: 0;:,' PIPES AND PIPE fiTTINGS: Water: Drinkable. () U General: Provide pipes of one of the following materials, of weight/closs Indlcatedl. Provide pipe fittings and accessories of same material and weight/class as pipes. with joining method os indicated. Air-Entraining Admixture: ASTM C 260. Water-Reducing Admixture: ASTM C 494: type os required to suit project conditions. Only use admixtures which hove been tested and accepted In mix designs. unless otherwise acceptable. Related Materials: Horizontal Seoaratlon: - c::t C) "-J Polyvin)4 Chloride (PVC) Sewer Pipe: ASTM D 303.3. Type PSP. SOR 35; or ASTM D 3034. Type PSU, SOR 35. Above available 4" through 15". SDR 35: 4-, 6-, 8-, 10", 12-, a: 15-: SDR 41: 6-. B-, 9-, 10-, 12-, and 15". A minimum horizontal separation of ten (lD) feel outside tD outside shall be maintained between water mains and sanitary gravity sewer or storm sewer lines. A minimum horizontal separation of three (3) feet outside to outside shall be maintained between water mains and reclaimed woter lines carrying ulnrestrlcted public access reuse water. In areas where II is not practical tD maintain the required separation, the water main must be laid In a separate trench or on an undisturbed earth sh,elf located an one side of the sanitary gravity sewer, storm sewer or reclaimed water line at such an elevation that the bottom of the water main is at least 18 Inches above the top of the other line. If the minimum allowable (10') harizontal separation ar 18" verticol separation in a separate trench cannot be maintained, upgrade the water main to duct.e Iron If the other line Is a storm sewer. If the non-conforming line is a gravity sanitary sewer, and 10' horizontal separation or 18- vertical separation in a seprate trench cannot be maintained, upgrade the gravity sanllary sewer (if being newly InstaBed) to AWWA C-900, D.R. lB PVC. Plumbing Code Compliance: Comply with applicable portions of National Standard Plumbing Code pertaining to selection and installation of potable water system materials and products. All water improvements shoB be canstructed in accordance with City or Clearwoter's standards and specificatians. Any conflicts between these specifications and the City of Clearwater's specifications. then the City's specifications shall prevail. Immediately notify the Engineer of conflicts. \..LJ f Ii Ii N (7~ ~ - WaterstoPS: Flat dumbbell or center-bulb type, size to sull joints, of ellher rubber (CRD C 513) or PVC (CRD C 572). '::( <t r :c. Moisture Barrier: Clear 8-mHs thick polyethylene: pal~thyiene-cooted barrier paper: 1/8- thick asphalt core membrane sheet. fittings: PVC, ASTM D 3033 or ASTM 0 3034, solvent-cement joints complying with ASTM D 2855 using solvent cement complying with ASTM 0 2564: or elastomeric joints complying with ASTM D 3212 using elastomeric seals complying with ASTN F 477. Polyvinyl Chloride (PVC) Force Main Pipe: 2-, ASTM 02241, SDR 18, Schedule 80, color green. Ductile Iron Pipe {DIP: ASTM A746, AWWA C1Sl (Pipe) and AWWA CI11 (joints), Class 5, FasUle joints. Membrane-Forming Curing Compound: ASTM C 309. Type I. Joint Fillers: See Divisian-7. ~ ~ CO t,it04 C\Z ~~ ~ ~~~~ ..~ ~~><~ O~~~ ~~ ~ ~~~ .. 'll~o.;~ 14-' ~ ~(:) ~ ~ SUBMITTALS: Product Doto: Submit manufacturer's technical product data and InstaOatlon instructions for potable water system materials and products. Shop Drawings: Submit shop drowlngs for potable water system materials tD engineer for apprDvol prior to Drdering said materials. Record Drawings: At project closeout, submit record drawings to the engineer of installed potable water system piping and products. Approved record drawings must be provided prior to receiving final approval and pa)fTIent. Maintenance Dota: Submit maintenance data ond parts lists for potable water system materiols and prDducts. Include this dato, product data, shop drawings. and record drawings in mointenonce manual. SUBMITTALS: Product Data: ~bmit monufacturer's technical product data and installation instructions for storm sewage system materials and products. Shop Drawings: Submit shop drawings for storm sewage systems, showing piping materials, size, lacatlons, and Inverts. Include details of underground structures, connections. and monholes. Show interface and spatlol relationship between piping and proximate structures. Record Drawings: At project c1Dseout, submit record drawings of installed storm sewage piping and products, in accordance wllh requirements of Division-1. form Materials: (:) ~ CO I '0 ~ OJ ""'"' ~ (:) ~ Provide form malerials with sufficient stability to wllhstand pressure of ploced concrete without bow or dellection. SANITARY SEWER MANHOLES: ~ El D::: c( ~ D::: Q. General: Provide precast reinforced concrete sanitary manholes as indicated. and complying with ASTM C 47B. CLEAN-OUTS: Exposed Concrete Surfaces: Suitable materIal to suit project conditions. If the other line Is a reclaimed water line and thie above separation requirements are not met. upgrade the reclaimed water line material to ductDe Iran iOl' encase the pipe In concrete. When an upgrade Is necessary. the use of ductHe iron Is prefered. The ductile iron pipe shoO be marked with 0 continuous painted stripe located within the top 90' of the pipe. The stripe sholl be a minimum of four (4) Inches In width and applied wIth 0 brush or rollllll' 24 hours prior to Installation. The point sholl be oil basecJ and calor shall be purple. Reinforcing Materials: Deformed Reinforcing Bars: ASTM A 615, Grade 60, unless otherwise indicated. General: Provide, as indicated, pipe extension to grode with furrule and countersunk cleon-out plug. Provide round cost-Iron access frame Dver clean-out, with heavy-duty secured scorlated cover with lifting device. Maintenance Oato: Submit maintenance data and ports lists for storm sewage system materials and products. Include this data, product data, shop drawings, and record drawings In maintenance manual; In accordance with requirements of Oivision-1. Welded WIre Fabric: ASTM A lB5. PART 2 - PRODUCTS Part 3 - Forming and Placfng Concrete: There shaB be at least a ten (10) foot separation between water mains and sanitary sewer force mains without exception. field problems shall be reporled to the Engineer. Special solutions must be opproved by the Engineer and fDEP prior to Impllementatlon. PART 2 - PRODUCTS PIPES AND PIPE fiTTINGS: General: Provide piping materlols and factory-fabricated piping products of sizes, types, pressure ratings, and capacltle$ as Indicated. Where not indicated, provide proper selection as determined by Installer to comply with installation requirements. Provide sizes and types matching piping and equipment connections; provide fittings of materials which match pipe materials used in potable water srstems. Where more than one type of materials or prDducts are indicated, selection is Installer s opllon. Piping: Provide pipes of one of the following materlols, of weight/class indicated. Provide pipe fittings and accessories of same material ond weight/closs as pipes, with joining method as indicated. All PVC pipe sholl bear the NSF logo for pDtable water use. Ductile-Iron Pipe: AWWA C151, with cement mortor lining complying with AWWA C104: CIOIS 51 unless otherwise Indicated. PART 3 - EXECUTION Job-Site Mixing: Use drum type botch machine mixer, mixing not less than 1-1/2 minutes for ane cu. yd. or smaller capocity. Increase mixing time at least 15 seconds for each additional cu. yd. or froc lion thereDf. PIPES AND PIPE fiTTINGS: INSTALLATION or PIPE AND FITTINGS: Vertical Seooration: General: Provide pipes of one of the fallowing materials. of weight/closs indicated. Provide pipe filtings and accessories of same material and weight/class as pipes, with joining method as Indicated. General: Install piping In accordance with governing authorities having jurisdiction, except where more stringent requirements are indicated. Inspect piping before Installation to detect apparent defects. Mark defective materials with white paint and promptly remove from site. Lay piping beginning at low point of system, true to grades and alignment indicated. with unbrolcen continuity of invert. Place bell ends or grODve, ends of piping facing upstream. Instoll gaskets In accordance with manufacturer's recorrvnendatlons for use of lubricants, cements, and other special Installation requirements. Ready-Mix Concrete: ASl\4 C 94. form-work: Construct so that concrete members and structures are of correct size, shope, alignment, elevation ond posilion. Provide openings in form-work to accommodate work of other trades. Accurately place and securely support items built Into forms. A minimum of 18 Inches of vertical seporation between outside tD outside of pipe shall be maintained between water main, sanitary gravity sewer. storm sewer or reclaimed water lines. Then there is less than 18- vertical clearance bel ween the water main and storm sewer, the water main shall be upgraded to ductile Iron. One full length of pipe sholl be centered at the point of crasslng. If the non-conforming line is 0 sanllary gravity sewer where there is less than 18 Inches vertical clearonce from the water main, upgrode the saniitary gravity sewer to AWWA C-9DO, D. R. 18 PVC. Pipes shall be located so that joints are as far as possible from each other. If the other line is a reclaimed water line and the above separation requirements are not met, upgrade the reclaimed water line material to ductUe iron iOl' encase the pipe In concrete. When an upgrade is necessary, the use of ductile Iron is prefered. The ductile iron pipe shall be marked with a cantinuous painted stripe located within the top 90' of the pipe. The stripe shall be a minimum of four (4) Inches in width and opplled with 0 brush or rollllll' 24 hours prior to installation. The paint sholl be ail based and color shall be purple. It is preferable to lay the water main above the crDssing hazord. There shoO be an 18 inch vertical separation bet"een water mains and sanitary sewer force mains at crosslngs without exception. field problems shalll be reported to the Engineer. Special solutions must be approved by the Engine. and FDEP prior to implementation. Reinforced Concrete Pipe: ASTM C 76, Closs II unless otherwise Indicated. Closs I avaioble 6D--144-; Class II through V available 12"-144-. Fittings: Reinforced concrete, some strength 011 adjoining pipe, tongue-and-groove gasketed joints complying with ASTM C 443. Polyvinyl Chloride (PVC) Sewer Pipe: ASTM 0 3033. Type psp, SDR 35: or ASl\4 D 3034, Type PSM, SDR 35. Fittings: PVC, ASTM D 3033 or 3034, solvent cement joints complying with ASTM 0 2BSS using solvent cement complying with ASTN 02564: or elastomerle joints complying with ASTN 0 3212 using elastomeric seals complying with ASTM F 477. STORM SEWER MANHOLES: ~ ~ ~ a r;: ~ ~ tj Clean and ad)!st forms prior to concrete placement. Apply form release agents or wet forms, os required. Retighten forms during concrete placement, If required, to eliminate mortar leaks. Fittings: DuctDe-lron, AWWA Cl1O; cement lined. AWWA C1D4; and rubber-gasket joints, AWWA cm. Palyvlnyl Chloride (PVC) Pipe: AWWA egoo for sizes 4- through 12-: Closs 150, OR 18. fittings: Ductile-Iron complying wllh AWWA C110. cement lined, with rubber gaskets confDrmlng to AWWA C111. Polyvinyl Chloride (PVC) Pipe: ASTM 0 1785, Schedule 8D for sizes 1/2- through 3-. Fittings: PVC, Schedule 80 sacket-type. solvent cement joints; or e1astomeric gasketed joints. f/J ~ ~ ~ Reinforcement: Position, support and secure reinforcement against displacement. Lacate and support with metal choirs, runners, bolsters. spacers and hangers, os required. Set wire ties so ends are directed into concrete, not toward exposed concrete surfaces. Install welded wire fabric In os long lengths os practicable. lapping at least one mesh. Plastic Pipe: Install In accordance with manufacturer's Installation recommendations, and in accordance with ASTM D 2321. Cleaning Piping: Clear interior of piping of dirt and other superfluDus material os work progresses. Maintain swab or drag in line and pun past each joint as it is completed. Place plugs In ends of uncompleted conduit at end of day or whenever work stops. All muck and unsuitable materials encountered in trench bottom, shall be removed and replaced with compacted granular material to 0 minimum of 95ll maximum dry density per AASHTO T-18D. Proctor ond density test results shall be submitted to the engineer. All trench backfll under future paved areas shaH be placed In 12- layers and compacted by mechanical means to a minimum Df 95ll density per AASHTO T-180 SD os to prevent future settlement. Compaction in unpaved oreas sholl be 0 minimum of 90ll maximum dry density os per AASHTO T -180. Joints: Provide construction. isolation, and control joints as indicoted or required. Locate construction joints so os to not Impair strength and appearance of structure. Place Isola lion and control joints In slabs-on-ground to stabilize differential selllement and random crockIng. Installation of Embedded Items: Set and build into work anchorage devices ond ather embedded Items required for other work that is attached to, or supported by cast-In-place concrete. Use setting dlograms, templates ond instructions provided by others for locating and selling. Concrete Placement: Comply with ACI, placing concrete in a continuous operotion within planned joints .. sections, Do not begin placement untl work of other trades affecting concrete is completed. Consolidate placed concrete using mechanical vibrating equipment with hand rodding and tamping, so that concrete is worked oround reinforcement and other embedded items and into forms. General: Provide precast reinforced concrete storm sewer monholes os indicated, complying with ASl\4 C 478. Grout \low-lines of manholes. (f) Z o F <( (.) 1..1- (.) W 0... (f) CATCH BASINS: AWWA C901 for sizes 1/2- through ;'" (minimum pressure 200 psi) at 7;'.4" copper tube outside diameter per ASl\4 D 2737, manufactured from Virgin resin meeting ASTM D 1248. It shaB hove 0 standard dimension ratiD of 9 (DR9) and a plostlc pipe institute rating of PE 3408. Fittings: Copper alloy or nylon barbed Insert type with 2 strap-type stainless steel clomps over pipe at each Insert. Polyethylene (PE) Pipe: General: Provide precast reinforced concrete catch basins os indicoted, with COlt iron grates. General Clearance Notes: ~ ~ Deviations and other alternatives shall be considered on a case-by-cose basis and must receive approval from the Engineer and fDEP prior to imlplementation. PART 3 - EXECUTION INST ALLA TlON Of PIPE AND PIPE FITTINGS: No water pipe shall poss through or come in com tact with any part of a sanitary sewer manhole or storm sewer structure. General: Install piping In accordance with governing authorities having jurisdiction, except where more stringent requirements are indicated. Flush lines between manholes. if required, to remove collected debris. Gravity sewer mains shall be visually inspected (Iomped) by the City and the engineer. Provide equipment neceaary to perform visual Inspection and make sure all lines are clean ond free of debris prior tD Inspection. VALVES: INSTALLATlOU OF VALVES: Protect concrete from phpical damage or reduced strength due to weather extremes during mixing, placement and curing. In 4\OId weather comply with ACI 306. In hot weather comply with ACI 305. Concrete finishes: Gate Valves: Provide as Indicated, gate valves, AWWA C500, 175 psi working pressure. Provide threaded, flanged, hub, or other end configurations to suit size of valve and piping connection. Provide Inside screw type for use with curb valve bOIl, Iron body, branze-mounted, double disc, parallel seat, non-rising stem. Manufacturers: Subject to compliance with requirements. provide gate valves of one of the fallowing: Clow Corp.; Valve Dlv. Dresser Mfg.: Div. of Dresser Industries. Fairbanks Co. Kennedy Valve: Dlv. of ITT Grinnell Valve Co. Inc. Stockham Valves and fittings Inc. Waterous Co. Inspect piping before installation tD detect apporent defects. Motk defective materials with white paint and promptly remove from site. Loy piping beginning at low point of system, true tD grades ond oIIgnment indicated, with unbroken continuity of Invert. General: I_oil valves as indicated with stems pointing up. All underground valves shall be Installed with on ad)Jstable cost iron valve bOIl (screw type) to grade with 8" concrete collar all oround. -water- shaH be cost in CDver. ~ c~ ~~ ~~ ~ rj Gravity sanitary sewer mains sholl a1sa be TV inspected and the site contractor shlall provide both the City and the Engineer with a copy of the video tape for review and approval prior to final acceptance. Maximum allowable horizontal and vertical deflec:tion is 1/4-. Interior Inspection: Inspect piping to determine whether line displacement or ather' damage hos occurred. FIELD QUALITY CONTROL: Place bell ends or groove ends of piping facing upstream. Install gaskets In accordance with manufacturer's recommendations for use of lubrlconts, cements. and other special Installation requirements. Concrete Pipe: Install In accordance with applicable provisions of ACPA -Concrete Pipe Installation Manual-. Exposed-to-view Surfaces: Provide 0 smooth finish for expDsed concrete surfaces and surfaces that are to be covered with 0 coating or covering material applied directly tD concrete. Remove fins and projections, patch defective oreas with cement grout. and rub smooth. Piping Tests: Conduct piping tests before joints are covered, and after thrust blacks hove sufficiently hordened. Fill pipeline 24 hours prior to testing, and apply test pressure to stabilize Iystem. Use only potable water. Slab Trowel Finish: Apply trowel finish to monolithic slab surfaces that ore exposed-to-view or ore to be ;..'Overed with resDient flooring, point or ather thin 111m cooting. Consolidate concrete surfaces by finish trowelling. free of trowel morks, uniform in texture ond appearance. Curing: Begin initial curing os soon os free water has disappeared from exposed surfaces. Where possible, keep cantinuously moist for not less than 72 hours. Continue curing by use of moisture- retaining CDver or membrane-forming curing compound. Cure formed surfaces by moist curing until forms are removed. Provide protections as required to prevent damoge to exposed cancrete surfaces. Make inspections after lines between manholes, or manhole locations, have been installed and approximately 2-lt. of backfill is in place. and again at completian of project. If Inspection indicates poor alignment, debris. displaced pipe, infiltration, or other defects, correct such defects, and reinspect. Hydrostatic Tests: Test Pressure: The test pressure shaO not be less than 150 pounds per square inch. Cleaning Piping: Clear interior of piping of dirt and Dther superlluous material as work progresses. Maintain swab or drag In line and pull past each joint as It Is completed. In large, accessible piping, brushes and brooms may be used for cleaning. Place plugs In ends of uncompleted conduit at end of day or whenever wark stops. flush lines between manholes, If required, to remove collected debris. Joint Adaptors: Make jonts between different types of pipe with standard manufactured adapters and fittings intended for that purpose. Closing Abandoned UtHltles: Close open ends of abandoned underground utilities which ore indicated to remain In place. Provide sufficiently strong closures to withstand hydro-static or earth pressure which may result after ends of abondoned utHltles have been closed. Interior Inspection: Inspect piping to determine whether line displacement or other domage hos occurred. Contractor to ensure that the selected material Is on the City's list of approved manufacturers. Duration: The duratlDn of each pressure test shall be 0 minimum of two hours, unless other wise directed by the Engineer. Procedure: After the pipe has been laid, and after inspection by the Engineer and the Owner, 011 newly laid pipe shall be subjected to 0 hydrostatic pressure test In accordance with AWWA C6OO, Sec. 4. M 23 & C 651. The Contractor shall contact the Engineer and the Owner at least 48 hours prior to the test. The Engineer sholl be present during all tests. Slowly fll the pipe with woler and allow to stand tor 24 hours. Expel all air from the pipe. Apply and maintain the specified test pre_re by continuous pumping If necessary for the entire test period. The test pressure shalll be calculated for the point of lowest "evatlon, or as specified by the Engineer. The PUmlP suction sholl be In a barrel or similar device, or metered so that the omount of water required to maintain the test pressure may be measured accurately. Tapping Tees: Tapping tees shall be tested at 100 psi for 15 minutes before the tap Is mode ond separate from the testing of lhie rnoin lines and service connections. Leakage: Leakage shall be defined as the quantity of woter necessary to hold the specified test pressure for the duratian of the test period. No pipe Installation wal be accepted If the leokage Is greater than thle number of gallons per hour os determined by the following formula: SANITARY MANHOLES: ~ Butterfly Valves: Provide as Indicated, butterfly valves, AWWA C5Q4, 15D psi working pressure. Provide iron body. bronze disc, stainless steel stem, and metal-reinforced EPDM seat. Manufocturers: Subject to compliance with requirement.. provide butterfly valves of one on the following: Demco; Div. of Cooper Industries, Inc. III Grinnell Valve Co., Inc. Keystane Valve: Dlv. of Keystane International Inc. Contractor to ensure that the selected material Is on the Clty's list of approved manufacturers. Check Valves: Provide os indicated, swing check valves. AWWA C5D8, 150 psi working pressure. Provide Iron body, cost-iron disc, bolted cap. Monufacturers: Subject to compliance with requirements, provide check valves of one of the following: Claw Corp.; Valve Dlv. Dresser Mfg.; Div. of Dresser Industries Fairbanks Co. Kennedy Valve: Div. of ITT Grinnell Valve Co. Inc. Stockham Valves and Fittings Inc. Waterous Co. General: Place precast concrete sections as indicated. Where manholes occur in pavements, set tops of frames ond cavers flush with finish surface. Elsewhere, set tops 3- above finish surfoce. unless otherwise indicated. Install in accordance with ASl\4 C B91. Provide rubber joint gasket complying with ASTM C 443 at joints of sections. TAP CONNECTIONS: Make connections to existing piping and underground structures. so thot finished lI'ork wID conform os nearly os practicable tD requirements specified for new work. - (.....) ~ >> C E o o dl c 'C Cl III U c 'E @ 01 III C 01 'in Q) U '0 ~ , w IX) "- ..,. o ~ C'l R o ::!.. X o u. CD c E l~ CD n.. .E c CD E c e '> .fj BACKFILLING: General: Conduct backflling operations of open-cut trenches closely following laying, jointing, and bedding of pipe, and after initial inspection and testing ore completed. Make inspections after lines between manholes. or manhole locations, hove been instolled and approximotely 2' of backfill is in place, ond ogain at completion 01 project. o ti:i~ WN ~('t') t;)<( .....0 z- <(O! ~O 0~ .. :CO ~O 00 V)~ <(0 NZ ~O --I FIELD QUALITY CONTROL: Hydrostatic Testing (farce moin): force mains sholl be pressure tested at 100 psi for 0 minimum of 2 hours. See Section D2666 (Hydrostatic Tests) fDr procedures and determination of allowable leakage. Testing: Perform testing of completed piping in accordance with IDCal authorities Ihoving )Jrlsdictlon. If inspection indicates poor alignment, debris, displaced pipe, inntration or other defects, correct such defects, and reinspect. ;:j <=> ~ C~ <:I...J (...) -~ ~ <:I...J c.r::J ~ L2- N T 0 (P)D.5 7400 L == L2 T PRECAST CONCRETE MANHOLES: In the above formula: L - Allowable leakage, In gallDns per hDur. L2- Allowable leakage during test duration, in total gallons. N = Number of joints In the length of pipe tested. D - Nominal diameter of pipe, in inches. P - Square root of the average test prnsure during the test, In pounds/square Inch T - Duration of pressure test in hours. The allowable leakage for PVC plastic pipe with elastomerlc joints can be determined from the fallowing talble: General: Place precast concrete sectlans os indicated. Where manholes occur in pavements, set tops of frames and covers nush with finish surface. Elsewhere. set tops ;,- above finish surface. unless otherwise Indicated. Install in accordance with ASTM C 891. Contractor to ensure that the selected material Is on the City's list of approved manufacturers. SEC~ON 03310 - CONCRETE PAVEMENT Part 1 - Gen.-al: CDdes and Standards: ACI 301 "Specifications for Structural Concrete Buildings-; ACI 318,- Building Code Requirements for Reinforced Concrete-: comply with applicable provisilons except os otherwise indicated. ACCESSORIES: Anchorages: Provide anchorages for tees, w~s, cro..... plugs. cops. bends. valves, and hydrants. After Installation, opply full coot of asphalt or other acceptable corrosion-retarding material to surfaces of ferrous onchorages. CD c 'C: CD CD c '0 c w CD C :;::; :;) III C o U Provide rubber joint gasket complying with ASTM C 443 at joints of sections. CATCH BASINS: General: Construct catch basins to sizes and shapes indicated. Clcmps. Strops. and Washers: Steel, ASTM A 506. Rods: Steel. ASTM A 575- Rod Couplings: MoIleoble-lron, ASTM A 197. Bolts: Steel, ASTM A 307. Cast-Iron Washers: Gray-iron, ASTM A 126. Thrust Blocks: Concrete, 2,500 psi. Valve Pits: Provide valve pits os Indicated, constructed of poured-in-p1ace or precast concrete. Construct of dimensions indicated wIth manhole access, Iodder, and drain. Provide sleeves for pipe entry and exit, provide waterproof sleeve seals. Nominal Pipe Size, (Inches) 4 6 8 10 12 Allowable Leakage for 1000 Ft. or 50 Joints (Gallonsl Per Hour) .33 .50 .66 .B3 .99 Concrete Testing Service: Employ acceptable testing laboratory to perform materiols evaluation. testing and design of concrete mixes. Contractor will employ separate testing laboratory to evaluate concrete delivered to and placed at site. Set fromes and grates to elevations indicated. BACKFlLLlNG: General: Conduct backfill operations of open-cut trenches closely follDwing laying, jointing, ond bedding of pipe, and after initial inspection and testing are completed. Certificates, signed by concrete producer and CDntractor, may be submitted In lieu of material testing when acceptable to Engineer. Qualily Control: Contractor's testing laboratory will perform sampling and testing dwring concrete placement. which may include the following. as directed by the Engineer. This teslting does not relieve Contractor of responsiblllty of providing concrete in compliance with specifications. Contractor may perform additional testing as necessary, at no expense to Owner, to ensure quality of concrete. t") " "- t") I C;; t") R o ::!.. it) c o .c n.. fiELD QUALITY CONTROL: Correction of Excessive Leakage: Should any test of pipe laid disclose leakage greater than that allowed, locate and repair the defective joints all' pipe untU the leakage of a subsequent test Is within the specified aOowance. VISUal Inspection: All exposed areas of pipennes shall be Inspected by the Engineer and the Owner for visible leakage under normal operating conditions. Visible leaks shall be repaired by the Contractor at no additional cost to the Owner. CD ,~ C C o n.. CD - Vi Testing: Perform testing of completed piping in accordance with local authorities having )Jrlsdlctlon. - .......c ~ <:I...J Q SANITARY SEWAGE SYSTEMS SECllON 02730 PART 1 - GENERAL Sampling: ASTM C 172. Slump: ASTM C 143, one test for each load at point of discharge. Air Content: ASl\4 C 173. one for each set of compressive strength specimens. Compressive Strength: ASl\4 C 39, one set for each 50 cu. yds. or fraction thereof of each closs Df concrete: one specimen tested at 7 days. one specimen tested at 2B days. and one retained for later testing. If required. PART3-EXECUTlON Testing of Valves: Valves will be tested at the some time that the adjocent pipeline is tested. If there are any special parts of control systems or operators that might be dcmaged by the plpellned test, they sholl be properly protected. The Contractor will be held responsible for any damage caused by the testing. Hydrostatic Test and Leakage of Service Connections: Test service connections and service connection pipe by either testing In con)Jnction with the main ot the test pressure required for the main, or by tesUno at the normal hydrostatic main pressure ofter the main has been completely installed ond tested. Inspect visually for leaks and repair any leoks before backfilling. Duration of the test shall be at 15 mInutes. Service connection transfers wDI be visually Inspected for leakage by the Engineer and the Owner under normal system pressure. Acceptance: Acceptance of any installation shoO be based on the Engineer's and the Owner's inspection, the requirements of AWWA C6oo, Sec. 4.2.3. and the requirements stoted herein. ADJUSTING AND Q.EANING: DESCRIPTION OF WORK: INSPECTION: Extent of sanitary sewage systems work Is Indicated on drawings ond schedules, and by requirements of this section. General: Exomlne areas and conditions under which potable water system's materials and products ore to be InstoBed. Do not proceed with work until unsatisfactory condItions hove been corrected in manner acceptable to Installer. InstallatiDn Df Identification: I -Earthwork- for excavation and backfill required for sanitary sewage systems; not work DI this section. <0 - ENGINEER When the total quantity of a given class of concrete Is I.ess than 50 cu. yds.., strength tests may be waived by Engineer if field experience indicates evidence of satisfactory strength. Concrete work required for sanitary sewage systems: not work of this section. General: During back-fllllng/top-soIllng of underground potable water main and services. Install continuous underground-EMS magnetic markers. located directly over burled lines at 12" belDW fmished grade. CD LI.I ..... Test results will be reported in writing to the Engineer, Contractor and concrete producer within 24 hours after tests are mode. QUALITY ASSURANCE: . MAR 1 tJ 2001' DRAFT CHECK RMH DSG PROJECT NO" Manufacturer's Qualifications: Firms regularly engaged in manufacture Df sanitary sewage system's products of types. materials, and sizes required. whose products have been in satisfactory use In similar service for not less thon 3 ~ars. , Installer's Qualifications: firm with at least 3 years of successful installation experience on projects with sanitary sewage work similar to that required for project. Codes and Standards: City of Clearwater Code Compliance: Comply with City DI Clearwater requirements and standards for all constructian. Plumbing Code Compliance: Comply with applicable portions of Nollonal Standard Plumbing Code pertaining tD selection and Installation of sanitary sewage system materials and products. INSTALLATION OF PIPE AND PIPE fITTINGS: Manufacturer's Data: Submit monufacturer's product data with installation InstruCltlons for proprietary materlols Including reinforcement and forming accessories, admixtures, )oint materIals. hardeners, curing materials and others as requested by Engineer. DESIGN Ductile-Iran Pipe: Install In accordance with AWWA C6DO "Standard far InstaOatlon of Ductile-Iron Water Mains and Their Appurtenances-. Polyvinyl Chloride Pipe: Install In accordance with manufacturer's Installation Instructions. Pol~thylene Pipe: Install In accordance wIth manufacturer's InstoDation Instructions. Thrust restraining is required ot all bends, valves. fife hydrants and water main terminations. Depth of Cover: Provide minimum cover over piping of 12- below average local frost depth or 36" below finished grade, whichever Is greater, and a mOlllmum of 4' unless otherwise specifically apprDved by the engineer. Laboratory Reports: SubmIt 2 copies of laboratory test or evaluation reports for concrete materials and mix designs. Disinfection of Potable Water System: Flush pipe system with clean potable water until no dirty water appears at paint of outlet. FHI system with water-chlorine solution containing at least 50 ppm of chlorine. Valve off system and let stand for 24 hDurs minimum. Perform bacteriological testing and provide Engineer with acceptable results for two (2) consecutive days at all sample paints identified on the Florida Department of Elnvironmental PrDtectlon Public Drinking FacUlty Construction Permit. Upon acceptance by the Engineer, \lush system with clean potable water untl no chlorine remains In water corning from system. 00048SP Mix Proportions and Design: Praportlon mixes complying with mix design procedures specified In ACI 301. DATE SEPT., 2000 Submit wrItten report to Engineer for each praposed concrete mix at least 15 days prior to start Df work. Do not begin concrete production until mixes have been reviewed and ore acceptable lo the Engineer. SCALE Repeat pracedure if contanination is present in bacteriolagical examination. No connecllon to the existing potable water system will be made until clearonce has been received. NONE Water Main Connection: Tap water main with size and in location as incflCated, In accordance with requirements of the City of Clearwater. Provide curb valve and curb box as Indicated. Mix designs may be adjusted when material characteristics, job conditions, weather, test results or Dther circumstances warrant. Do not use revised concrete mixes luntil submitted to and accepted by the Engineer. All sewer Improvements shall be constructed in accordance with City of Clearwater's standards and specifications. Any conflicts between these specifications and the City ot Clearwater's specifications, then the City's speclflcallons shall prevail. Immediatly notify Engineer of conflicts. SHEET C-7 !II'\ ","",t of Commencement "" __t of Beginning .. fMto per Oescrlpflon "'" MMsured Data ... Celculoted Data .. ..... (s) -fj)ftlckll Record Book -Plot Book .. Radius - Delta Angle . "" Edge of Pavement = - Right-of-way . > _ Storm Sewer Manhole .,1.5. - Uitered End Section 1,0..1. .. Top of Bank 1.6,1. .. Toe of Slope IN - Water Meter lIP .. Light pale ',~t" ... found Iron Rod & Cap .. Found Pinched Pipe '* found Open Pipe & Cap "" Permanent Control Point . found Concrete Monument .' ... Set Iron &. Cap 1/2- L.S. #462 ... == Corporate Certificate Number -;4..5. == Professional Land Surveyor .e,$. == Concrete Slab eElNC- == Concrete S/W = Sidewalk <l = Centerline O/W = Oriveway WV = Water Valve SSUH = Sanit...., s.wer Uanhole GV .. .....~ IHW .. .. fHA ... ...m.1.... 'IJ ,iJI m1!~ ....... 'AlgI..... Whole. solid .... - ~!Im'~. ...f~,n.rlrjL...._ ...... wi ~ ~..rnl_ IF'''' .JTI~~mJW..~.IJ- .,......... Whole, solid....... - n*.,Md, Adm ll1't..~].LII/~I''''' cten8ttMd wi....... T~IJln~ -- ..... .._IU..... '.r. ...... fII at 3. ... 'I.t_~..l_."".""'''' to..... ....... IdjlDftl sod. ,. t , . .. I " . .. .. .. .. II U - .. - ... . . ,. .. .. - .,;:..:............-......".... -.-.--...-..---- -, ~'r"''QQM''~ ... ..... & ~ ... ... .. ...... pet c ...... GIft ....... COlI ....d cant ...... d .,__ " ..,.,.. I __ .... .... .. .. Jl'GWn II full. tf'OtINI t ..... ht ...... tNy ~ If 1ift8r feet '" ..... mt multf..tt'unk 08 ..... - ......... sf ..... feet .. ..- .. .,.e.imen lilt .... ... truhk lit .... trunk Ilk ..... in" stm __ bf .... It ....... traM ttMlptant typ ~ I '-, r' [--- [r.. . ___J~ J. -LC to provide a one-year warranty for tNeslpatms. tine mOftths for shnabs. grt:)Ufldcovers " vines and thirty days for sod. Warranty period shall start with final acceptance by owner. . plant material shall be alive and in SIlIIsf8dory growth at the eftd of the warranty period. Replacement plant materia' shall be .....ed for ninety days (sod for ..., days) fr8m replacement dale. WalT8nty shall apply only to material tMt dies due to poor qtIaItty, improper handing or inltanatiofl ~. 0eneraIIy. transplanted material shal' not be warranted. Adverse ..... conditions shaH not apply. Proper waIeriftg and maintenance are the ownet's responsibility during the warranty period. -Hedges to be maintained at a 4' height or at siH heiGht at ~. -Provide 100% coverage of aU landscape areas using aut8IUlIc underground irrigation system with rain sensor. -All guy wires are to be removed hm tfHS wIhin one,..-m instaHation. -Refer to City of CleafWater Sedion 3-1204 Installation & Maintenance notes for other requii.......... (/) '-7 "-:'..- I"~:",r" , ..-, ~ '-"j' ::'.:: ~ ..... i:.:~~! ;.\- Z ~.~: :>.,~ o ..l...~ r""'"" l1i b-- \ '-'-:; S U)i .,.::.t ~ en! ;::~.~ ~~! ~.~~~ l' _._J ~ ~ 1..1...1 -. D.:.: r") c~. 0:- Z -;,? (f) r_ -. ......~.. () :;:.; or':';'.,,, <~:( . ..:::.( ?~........ 0::: ~ .... _..J t....J C. c' ::J _J... j--' 0:': C' l... c,.... .,.. .,...... en ('--. --. ,..:.:',- ,,-. Cc:::. ~~: c. U...J () lol- C\.._ C) Q:: 6 = ....., ... ., ,.... ....11' lie ,..n, ..._ect.. l- ei _Udal. ... I ,.. u.. lMaU... ...... _t.... .,.... "'KbJ ...... .t....t_.. ......... ... ..... ....11 ... .... --'....U. l.....t. ... ..,.... ...... u lie ,",eet.. t. . .dS.. 8S".... I. "","" ,. _'a la ,lace ..Ul .tt pH~.. _d_tl_ ... ....., .......,...t la eat ., uea. t. _....t. - .... ...'''a~..t at .. . .. ..... _.' ""__"t. n.'..... _la - .... ....yd..t .t t. .. .. .- ...... ..itll ,.1law , .. .... U....l... .. !UI .... ... till ... IMf-_ . AT .,....... ....- ..... ....V. TUIIII...... ... .... I. ...... flT _ "" ....... , -.....; .~~ ~,,~ ~~~- " . ~ " ..~ ~ ~.~~ ~~.~ .~ '" ~" ~ ~" ~ ~" ~ .~" ~" fi', ~ ~;.~. 0~, '. --~ ~~;~~ ......'- ...... --~.:::---......." . ,,-- ___............... ~;:- 4;,;>, . ""c~ 0: ~:~ "'"'e,,_ \ ~'tvb ,..... ~.~ !..i,~<" " '-"~ ~ Vie", "" -~ ~ ~~~~ ~ ,-' ~.~ . ~..... ~ ~ ~ <$>~. ~.~... '- ~ ~/- ~,~ ~ ~ ~ "C~........~""',\'~ ~ "" ~ ~~"'...' .~~.c.~~. '" ~ ~ "Cr ..... --.;: ~~ ~.... ~ "'<s ~ ~O. " '~"~";::.~.'~.~' ~ S I~<i~ ~:<~^ '~~~Ir'" ~0 ~ .........~ ~ ~ ~" ~ ~ ~ "" ~ ....,~ .;:: ": ~7?O'~ ~ ~ ~.. /,.~. ,-:::. ~ ~ ~~VS ~~~ ~~ ~~ ~ ~~""'" ~~ ~ ~ .~.~ ~o~~ ~ ~0~ ~ ~, ~....~ ~ " ~ ~. " - ~ ..-r-.. V ~<~, ~.,:~ - ~ ~~'- ~~ "" ~.'.~~. ~ "" "" .~, "" "" "" '.. . . ~ ~ ~< ~ ~ '" ~.j'...... ~ ~ ~ .~ " ....... . ~ ~ ~ ...................... '- ~ ::-......... ~ """" ~ "" "" ~~~~ ~ " 1 ~0 ~ ., 2- if QlTY Of' rn _MIMI."" LANDllCAIIE ~ 110" Ajacent property & ROW: 1.448.33' divided by 35 requiIU 41 trees and hedges. Trees and h."'.s pt'8Vided. Interior vehicular pavement of 35._ x 12%....2... sf......... ,..m.. dtM8d by 1. ;!!htl -- ......... 4,248 sf (12%) of interior landscaped green space (wi shnJba " groundcovers) provided. Foundation f898de of 244 If x 5'. 1,220 sf divided by 40= . trees "81 shrubs required wi 610 sf of shrubs " 810 sf of groundoover. All provided. 75 trees requiredl75 provided (57 shade: 5 MG. 34 Ql. 11 QV. 11 accent: . ceo. 3 EJ. 7 LI). 5 species required16 provided. 8 flowering trees requiredl22 provided: 8 ceo. 3 EJ, 7 L1. 4. MG .... .~_ f!CttYfU....,... .. IlIHtrlD . ..INI.... .... t" .... ...<qrJ I ~......... ~.............. ~0 '-'.: ...... ........ .,.. - ... WIYMIN ...... .. t. ...... ___ .... .., In ., M01'M.L -lJ . ~ 4; s' HlN. -::( .~ a:: <C ~ %: ~ __ ..... f1..IiIII.11D I'JICIW If ....1... Typical' Tree Protection Detail NOT TO ICALl ........ .... .,. .: ~- .... "___1 U .... .. alA. .... ..... .... ............ ... S' 01". IIOOlML.L at....... ..au. _ ......1 c:i ~ CO t5~ ~ ~tta ~ Q ...... 0') 0 ~ ~ CO "I .Pc1 CO ~~><~ J, ~tl~~ ~ ~~ ..... ~~~ .. ctl~~~ ~Not .... ~ _. o . '0 .. Iy ~~ ~,,~ "~,, '~~"" "" J .............." I ~ .~.~ - -,~~ /t'< ff - .~-,,, ~ \ z,ti ~~ \ .' Q~ ~ ' ~ ""~~ / J' " ~.-b . '\\.,. ,A.'<.~ "~~ . If:; IS>- '.<~ ,," ._ ~ ~ ~ J :;} /q,.Q -'- ~ ,,~ S ,:-,'"",,-=, ~ ~o;r~~~ . .' ~:::~...,. . '~) j'#_':" '''' ,,~~ ~ ,(:) \",-,1 i i/<. ~ '" Clva A/;r(',A .. r. .. '" ~ ~ "" i"-~ -, ~ ~ ~#,-- --.... .. ~~ ~~(~~) 1"O~m:J..AIM ~~/~,. _ ,~' ~.' ~ ~ nr' ..!..!L ~'/ -.~ <' ~.I~~. '- ~ tR. V (1""TP.)v ~)"~ '- ~ ~~ ~ ~ ....... ~'-~ '. " ~ ~~.~ .....~ g$~~. ~ ~' . ~~.s'~ ~G' s~ ~C'~~ ~~l(-~ ' ~o~~~ ;,.~~ r~ ,,~ \":/ff~' . ~ ~ LA i'!hlr ~,,~ .~ ..............~ ,~, ~,~~ , ~~ ,,~ ~ ..............~1'. . ~ ~~ '~~~c. /' ~.<t~~ ~; " ~~ '\\' ~ '- '\\\ '\\ ~, ~, .:_? ~Y; 1/ ~ ~: .' ,~/,-",/ II ~}" \,' II ~_ . -- ~ /'" I' {; ", ""-', = - = = - ~ .. _~, ,I ~ -=-- -=- - - . _0> - - CEX~G CLEAR"WATER"GAS UNE -' -. -1- ~'-.-_.... --' <"~='--::"-- -=-:"""-i":""'- ~~_.=.~.=.> ..... .... - -II .-DOSTlNG ~. WA'l1':f? MAIN - - -- = ::::::::: ::e: - ::::::::: ::::::::: == == === == == == == ~ :;;;..--. ___. ........ ._~ .,_w ~..u .~.. _... ._,...,~._.m .~....~... _.,,_......__._.__ _.-_--Ir__.._...._ --_.- - - ---..- -. -, -- -.. ---- -- - ---- - -.-----...-- ----- - -- -- -------- --- - - ---~ .- COACHMAN ROAD 60' R/W '.' ^^^.~ ... ..1. ~ SEPT., 2000 " ,.- PLMT-lfJUYlllflIIt& NeT YO I&W.I ~ o L&J It: < 0.. L&J It: 0.. r__.. ...... ~ ..- ..., ..... .I~" ...... .. ....... .. ---. In-v--"-Ifi ~.~I ~....... ...... '>'.: " . -- . e. ... ~ CO 2 ~ ...... ..te........ 2~2M.c, III ..... 1..fU~lJ._.~ y_ ...... . II IUI ,. ..'....,'. a-~.c. III." full. 10, w.. tree 24-30.08. 30, sr_ 12-14....1.. """.c. 1_ 11-1....,., .....".c ~~ fIJ . ..... ~S ~ z ~~ <( ~ t) -I CL ~ W ~ CL ~6 <( U (/) e:: 0 ~~ Z <( ae..... -I ,...~ ,...1It Q:: ;flit 15-.....)( 1..... ~.c \ , 12-1S.x 15-1... _, -. fuR. 10. 24.. '-- DESIGN RMH OS PR~CT NO. 20-24.08. 30. ..oc I ".....- lID.... ~~, L '''~ . "- U ~ ~ )..-CC- ~~vo. .~.~ Hl:t(1o/r) -<is/)_ 'Y-<il. 1- D.c. 'r?v, (' ~ ..~, L:J'" " t <1('11-0 ) l/ - I ~ ) c...,,) ~ c I ~ D. .... i ::::s )1 HI ~ <=> a:= s. ....41 C ~ ~ ti . ~ II~ : r:::./::J I ,..-. !..... ~ ., -... C J; i ~. ( · J ........ ..l....r_./..'~Im.. nflf surf.. such..... .. and mv..,. .. ............. . .'0 ef11.. '. ..' ................ o. . ...,...5or.....T....,lp1antint...... ,S'IIIft" or7", .1.llmr1_tali*ltleach112" ........fJiameter. "..,ffilllli... ... .....nll.... ...... aU _ ... .... .LIIlI'....".. III 1 r--..nrtatians ... ...... .. prior to__. fa... __.... r......._. fiRp) to ...... r.,. ef tMd. ......... 1ft. ..... ........... . All........ -- p.t.r........ ... ....- W,tll"''''). .. ... .......... .... ... n&II'MIf.lII..... ff8m all'" .IIIIIIlal. ~..................... ...~, .. Utll .... ~ fAte oonllltr ... OWMt's fiRat_"'lri.. (J I ~ I [) r .a ;! /'....... '- . ... ... ..... , .... .... ...." fJ I ! I o C-8 (J I ~ I llJ o I~I o .... .... (ffr) , .....:.,.; , ',,-;; , ~ ....~;: . ('" _Yi ,: .Y _'0 U .;".~ :' dv ("(1'1".) :..;-A ~ ___~~___..............._~<;......_"""=--<_~_.......__..,...~_~."'_.~""""'_,=__.._~~..,..,..___....."........~._.............,.,._'"...~~~.,=__.~"""'",."'""...="<_<==..,~._..~...;;.,.,,,......-...--~~-~----+..~~=.~,,...,.~~..,"""""~"=,~""^<-,,.,"''''_=_"''''..._,.__~_'~~."_~_~_.~w~.__,'_ ~:~~~~::r~" ~~~~~~.~~ inlet !~.~.'~.'.n j~'i~./~N';? en~ 7?: ~&o(m) H6rl~t~ O'~.,.,....~~ , , ,;,....',.,.,. ....'~~l_<., . ~----------n!i '~-.------- - --- m . . _ \ :~L-'\ .m.~.~ ..- -- .- ..:--- ...~. ..- - - -= - - -- ....0 '-lll -- .. ...-.. .... - - -f! LOTH r- - ~ ~ j) ~ . I --- ------ - ~ DATE ~ I \ ~ / .MHO 1 ' \ I - -r -,- - ~ \ ~ I Mill) d ____~l- " \ I () / o ~ I >>.'00-1-- \ \ I -\ -- T~T i;,HO\.....-.:.c:....T----~~ ~ lOT '5 -- SCALE ,. == JO' \ I () 4' t--rr-r~rl'). Iir--=-..=::, \..2.1 .;~ . 1.--- - LOT 13 - - LOT 12 - - - \8 I z \ 0 I - - -- Ill<<> .m" SHEET I . - LOT 1 - - ....... I..OT 2U - t ",- i1i '.' -l ~ I i.~C~~ \ '''''*~c - LOT ~. LO'; 1(~ ;',,'" ~<. L.0 ,.~. .~ 1 L:, .~. L_~\ ' (I"'" .~_....,< ~ ~'- z, UJ\ _..;1 _)" 0-. 0r~ l-z~ ~ ..~'''_ -:;;: Z~ b\' ll: ~i ~ Cf), 4:3: _~J 5 (jj;' ,.,." ~ 2"~::~, <.:( i '-', \~. _,...,' .;(.'r.J...., ~"'; Ll__~_ ~:..- l ," l..\J ';.-.'.".. CL -"-"V .' .,..-' ..:;;,...,-. .~ r.,,':5; ....#<:r. r-"'" OC (.) ", C., ~) "r:i:::C .. ':(X '1'"<' ,,,"-. ::?~ ~~, C).LL. ZD ..:0;:. ~ ~ ~" ''-..... ~~" "" ~ ~. ""~ 'V/f' ,l'~lj;c ~~>-" ~. ~,-t?-:> ~ ;:, ~ ott- .~~ ~ ~ ~. ~,<)-1'o/>{) ,.=""'-...~~" ~ ~ ~~~~~ ~-1')). ~~ ' ~'<>IV, ;: /1 ~ ~ ~ " ~ ~"- ~ ~ ~ -1tt-o ~'o' <.7 '" ',,~ ~~. ~ ~" ~~(j / ~~ ~'-....." ~ ' ~ ~ '~'" ~DQ<t ~ ~ ,.~. ,,~ ~~ . ~ '" ~~ ~~ ~ ~ ~ ~ I / ,~,,~, ,,~~ ~ ~,<9-<f'';~ ,,~~ I '-, "" 6S ~~"<~' ~ ~ '~~ ~0 ~-bS~ I "" ~ "'~ ~ 0' << ~ds~ I \ ('-1?s~ ~ L, ~ "-~ ""''' ~, ~ ~ "'" . ~~O'l>~ / I/vQ \ ~v--~"'~'''~ ~ ~ "-~~~~ ~ ~~~,~~ Sl'o~._.-r- ~ '-, "'~ ~ ~ -:ro ~'-.s~~~ . ~.... 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W W 1~' ~,' & de tlz J!J t!s ' ~ J6 227 tk ~ ~ ~ '" ~ 2:lrn~ 212 ~ ~ 2i2 226 L~ Ln/ I / ili t!z Ws t.k & 153 \ 21.i 2is ~~ 214 L~7 153 , ~,;;;-. ~ ~ IjJ '* ~ 2.64 210 210 ~ 2is 2.& Us Lb lt~ II o.~ o.~ 0.\1 tOO ~ ~' 2io 217 218 21s ~ 2io '--:..;;:- ':'-""'" ~, )) W 21.l 217 Ln Llo 151/ /8& 017 '" W oQ ~~m ~ + ~7 2h 2.il 2S! d7 226 ~ ~ IW 210 L~ L~ 154 ~~5 I~ 1/ 019 o.b oj, aSs ~~ 0.}4 ~'7 7 ~ ~~ ~ W L~ ~ i L~ W tAt L~ Lb ~/ \~ / o1s aSs aSs ~ o.St'-~ aSs) ''t. ~ d7 W ~ ~ tAe L~ L~4 tle ~/ I /~~ 010 o.St 017 o.t,)_ U6 itt 00 () / ~~ zj, 2h ~i ~ W L~6 W ~ Il~ ~ o.b o5t eSI o.~<< 0.' 41 ~ co<r) ~ 40 ~ 2!7 221 2ie L~ tA4 L~/" \~ / I L13 o.~ 017 ,o!e ate 0. ~ (7 0 ~ V)Q ~ 15~}o zj, ~~~. 2h 217 2.& tl3',,, 1/ Uo ~ o.~ o.h 0.41 1 ~ 0 . ~ CoC/:)' 7 ~ 259 25s ~~ . ~4 "t ~ 2k 2.l5 eh 1h LlfISl ,Ifnle oJ4 r ".sa '*- '0' h & 237 eil ==-::~ 210 2k ~ JAg L~7 t53'Js tio w ~ ~ &- 7 ~ 217 .As L~9 /,y 0 ~~ un';; ~\'12!311l1 z.1z 114 I.t6~---- ,~ "'" " (; 'v: /J ~ 2M 2M 2.l5 9 if: 9 ~_~:U2 21n 212 ~~ ~ 259 214 2.& L\1 ~, . ~~ jo w ~ ~ l A 4.46=Us=ifi-:J.i 3.h 2!4 U4 ~44 253 ~~.. "~ If ~ ~ ~ ~ 204# ) :r::~~~7 1~ ~~ ,:: ~~ [jl 4.t ~ ~~5 2ie 219 219 224 ~~ L~ 2.k L~ 220 ~4 ' - A~2i22i2~~~21s2.k~2i2~ h 1 2is~2i3~~~~~~ . -~ I - i- --.. -- ~,~ !}1~ d]!j: 1 ~!Batr 2 !o- ~~, ~~~ -EXISTING ~O' UTILITY EA;EMENT --, "-, - @ '",- J / I / c:i :::::. ~ ~....::j C\2 ~~ l'-. 0 ....... oCt) 0 ~ C\2 CO C\2 ..~ ~ ~~~~ I c~o~ ~ ~~~E1 Ct) ~~ . ~O::~~" ~~-..(/) ....::j-" ....... ~c 0 t.o ~ C\2 f I I I I .. 0:: o lI- o W 0:: < a.. w 0:: a.. LIGHT FIXTURE SCHEDULE <=> TYPE DESCRIPTION A LUMINAIRE: SINGLE 2.5" ARM MOUNTED, METAL HALIDE, VERTICAL LAMP, TYPE VS DISTRIBUTION, HEAVY GAUGE ALUMINUM HOUSING AND LENS FRAME, CLEAR TEMPERED FLAT GLASS LENS WITH GASKETED ASSEMBLY. BRONZE POWDER COAT FINISH, QUALITY (1)#SL-27-VS-MH-1000-208-DB-FL POLE: 30' ROUND TAPERED STEEL CONSTRUCTION. 4" X 6" HANDHOLE, 18" ABOVE BASE, 100 MPH WIND LOADING WITH 1.3 GUST FACTOR MINIMUM. BRONZE POWDER COAT FINISH. QUALITY #RTS-30-6.8-11-BRZP-DM10 BASE: NEW CONCRETE BASE. SEE DETAIL. LAMP 1-1000W MH CLEAR VERTICAL POSITION 105,000 LUMENS REDUCED ENVELOPE LAMP, BALLAST CWA-HPF 208V WITH STARTING DOWN TO -20 DEGREES F POWER 5.3A 208V ~ CO C C\2 "- " , " " " ''', " ~~ V) ~~ ~~ V) ~~ ~ ~~ ~ ~ ~ ~ ~ ~ ~~ ~ ,,~ a~ ~~ ~~ ~ .~ ~~ E ~ C) C) c: c: "I: = Q. en .~ "C c: Q) 1-0 'E 0. @ !9 WLO WI'- C) c: en Q) o:::N c: E C) c: 1-(1) 'CiS e Q) (1)<( "C 'S; c: 1-9 '(0 w ::?: . zO::: I ~g W C) co c: '1: ...... Q) (!)u- ~ Q) I c: .. 0 '5 :cO co c: N W 1-0 - ...... C) =>0 0 c: ~ :;::::; 03: :; ~ en c: (I)(!) u. 0 () <(z M NO ...... ...... !" ~...J M I c: ~ '2 M c: M as - 0. ...... 0 S ~ i:i5 CD c: 0 .c: 0. z <( --.J 0... W I- (f) U Ct: I- W :2 o I- o J: 0... )\ ALTERNATES: PRODUCTS BY McGRAW-EDISON WILL BE CONSIDERED AS AN ALTERNATE. TO HAVE FIXTURES APPROVED AS AN ALTERNATE. THE FOLLOWING MUST BE ACCOMPLISHED. (1) SUBMIT HORIZONTAL PHOTOMETRIC POI NT-BY-PO I NT DATA ON 7.5' CENTERS USING THE INDICATED POLE LAYOUT. ALTERNATE FIXTURES MUST HAVE THE SAME PHOTOMETRIC DISTRIBUTION AND LENS AS SPECIFIED FIXTURES. (2) SUBMIT VERTICAL PHOTOMETRIC POINT-BY-POINT DATA ON 5' CENTERS OF THE ALBERTSONS BUILDING FACADE. (3) PHOTOMETRICS SHALL BE RUN WITH A 0.42 LIGHT LOSS FACTOR USING THE SAME LAMP LUMENS AS SPECIFIED. THE PHOTOMETRICS OF ALTERNATE FIXTURES WILL BE EVALUATED AGAINST THE PHOTOMETRICS OF THE SPECIFIED FIXTURES. ALTERNATE FIXTURE WILL ONLY BE ACCEPTED IF IN THE OPINION OF THE ENGINEER THE PHOTOMETRICS OF THE SUBSTITUTE FIXTURES ARE RELATIVELY EQUIVALENT TO THOSE OF THE SPECIFIED FIXTURES. THE CONTRACTOR IS ADVISED TO SUBMIT PHOTOMETRICS FOR THE PROPOSED ALTERNATE FIXTURES PRIOR TO BID TO ENSURE THAT THE ALTERNATE WILL BE ACCEPTED ON THIS PROJECT. SHIELDINC: PROVIDE MANUFACTURER'S HOUSE SIDE SHIELDS OR FIELD FABRICATED EXTERNAL SHIELDS ON ALL FIXTURES BORDERING PROPERTY LINES. LIGHT TRESPASS SHALL NOT EXCEED 0.5 FOOTCANDLE MEASURED ON A VERTICAL PLANE BEGINNING 3' ABOVE FINISHED GRADE AT THE PROPERTY LINES. '" '.... R KIN G I (~ I; ~ ~ g~L D~~~~'~g~L- I )) I I I _/ I r 1 ---1~1 U <\RKING J I I ,~- ._- --.- .-- IINdLU ED ND R ST~RE CON RA T C> ... Cr:l CD c...> 2:: CD en PHOTOMETRIC DATA SUMMARY HORIZONAL FOOTCANDLES AREA DESCRIPTION MAIN PARKING .42 MAINTENANCE FACTOR AVG./MIN. 5.01 MIN. 0.39 MAX. 5.04 MAX ./MI N 12.86 AVG, 1.96 -~, -r . Ir-"- -,'! -t 1--- I -F) ~ I~ -;ct l--t t:L:;r j -- :.:-. -....:;:::;,,-:. - ':::'~-' -.:::..:::.:::' -::.:::.:.: -"=:.=:::' -'::'-:1- _~ , / =-~:_, ~-=-" -==:-_-=--=-=::'0"7"::: ----.;::. -:--:~ ...=:7 j ,- ~ - -- , '--""-... ......, ' - -.------.........., -............, ....., ............. '\ \~ -==-=- '*-~. -=_ ~=- -=- =_ -___.EXiSTlNG ~~~gO~CRE.TE.]T~E~~l~K ~= _ ~~-~~=~ --......... .........., '* -- -- :z: U1 t- ~ 1 >- .0 'C OJ +-' ...... o ..... CL ~ - _!t= .}---- ------ --- ,-- -q -~~----~-- 60' R/W COACHMAN ROAD - en CD r , ...-1 o o C"I.J o o C\j ...-1 --0----___ -._~._---- '* -------_._---_.._------~ to ...-1 SAMUB. E. EUBANK -1'- A I ENTIIAL I : S PI s, 3 9 - 1'-- I I I I-- I I I -----r-----.-.- I I I 1'--" I I I 1---'-' I I I LOT 8 r-- I I I LOT 7 LOT 5 LOT 5 LOT ..3 LOT 2 LOT 4 r--- C"I.J .Cl OJ LL. OJ ::J t- P G. 6 7 I" " i ~ It). ~~2) VV ,\" ;\ en 3: -c DESIGN DRAFT SEE TSN PROJECT NO, CHECK LEFT FRONT ~ $) RIGHT ...-1 U1 LW U LL. ..... o ~ ~ - cu ...-1 o ~ .~ - .CI ..... cu - c.... en ::J - c:n PHOTOMETRIC SITE PLAN 1 5037 02/27 /01 1" = 30' REAR SCALE: 1". 30'-ow THE PHOTOMETRIC LEVELS INDICATED ON THIS PLAN WERE DERIVED USING MANUFACTURER PROVIDED IES FILES WITH POLES AND FIXTURES LOCATED AS INDICATED AT.THE HEIGHT INDICATED USINC A 0.42 MAINTENANCE FACTOR AND PUBLISHED LAMP LUMEN DATA. COLWILL ENGINEERING~ INC. ASSUMES NO LIABILITY FOR THE PHOTOMETRIC LEVELS INDICATED OR MEASURED, DATE SCALE SHEET PS1 WEST 1/4 CORNER SECllOllol 6-29-16 ;/, P.O.C. NOT FOUND ~ 0) .... J\) ~ ~ SECTION 6 TOWNSHIP 29 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA BOUNDARY SURVEY " ~ P.O.B, 1/2 P,O,B, OVERALL I \ " z co U) rJ o ~ I'Tl ~ ~c::::: ~ ~~ ~ ~ oil ~ ~ ~ ......... I~ '-1 ~ ~ ~ ~ ..... o o .. ~ """- :e .... ~ !'- J\) ~ I'Tl > en 1 ~ -t e ~ c Z I'Tl ~ ~ :::f ~ 0) , \, '- z II ~ ~ f'1 I j ~ ~I i CO\tMENCE AT THE WEST 1/4 CORNER OF SAID SECTION 6; THENCE NORTH 89'50'54" EAST, ALONG THE EAST/WEST CENTERLINE OF SAID SECTION 6, SAME ALSO BEING THE CENlERLlNE OF SUNSET POINT ROAD (S.R. 1588), FOR 612.29 FEET: THENCE NORTH 00'09'06" WEST, FOR 50.00 FEET TO A POINT ON TlHE NORTH RIGHT-OF-WAY UNE OF SAID SUNSET POINT ROAD, SAID POINT ALSO BEING THE POINT OF BEGINNING: THENCE NORTH 29"25'29" \\EST~ ALONG THE NORTHEAS~Y RIGHT-OF-WAY LINE AT THE INTERSECTION OF SUNSET POINT ROAD AND BELCHER ROAD, FOR 103.25 FEET TO THE POJI>ITOF INTERSECTION WTH lHf., SO~'ITHEASTERLY RIGHT-OF-WAY LINE OF BELCHER ROAD: 1'f84CE NORTH 34"48'24" EAST, .~G SAID RtGHT-OF-~ L1Nl!.. FOP 186.94, FEET TO THE POINT ,OF.Iti];ERS~C'flON,.W1TH ACUR~ CONCAVE TO TH" E,S, OU1H: lHENCE SOUTHEASTERLY ALONG THE AR(~ OF SAID ~VE. HAVING A RADIU::>> Of"35.ooFEET, ACENlRAL ANOlEOF .fe"03'16",AN ARC LENGTH OF 28.13 FEET AND A CHORD BEARING SOUTH 7813'14" EAST~ FOR 27.38 FEET TO THE POINT Of' TANGDlCY:"':.ENCE SOUTH 55~1r30" EAST, FOlt 9.26 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE TO THE SOUTH YtEST:, "}:lHENCE SOUTHEASTERLY ALONG THE OF SAID CURVE, HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE OF 55'02'30", AN ~ LENGTH OF 24.02 FEET AND A CH.ORD BEARING SOUllH 2740'21" EAST, FOR 23.10 FEET TO THE POINT OF TANGENCY: THENCE SOUTH 00'09'06"t~T, FOR 2.14 FEET: TH~E NORTH 89'50'54" EAST, FOR 73.00 FEET: THENCE NORTH 00'09'06" \\EST, FOR 10.32 FEET TO THE POINTOf' CURVi\lUREi'OF A CURVE CONCAVE TO THE SOUTHEAST: THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURV HAVING A RADIUS or"25;OQiFEET, A CENlRAL ANGLE OF 90'00'00-, AN ARC LENGTH OF 39.27 FEET AND A CHORD BEARING NO~TH 44"50'54" EAST, FOR 35.36 FEET TO THE POINT OF TANGENCY: THENCE NORTH 89"50'54" EAST, FOR 5.46 FEET: THI~CE NORTH 00'09'06" V€ST, FOR 44.00 FEET; THENCE NORTH 89'50'54" EAST, FOR 63.00 FEET; THENCE SOUTH 00'09'06" EAST, FOR 44.00 FEET; THENCE NORTH ,89'50'54" EAST, 2.84 FEET TO THE POINT OF CURVAlURE OF A CURVE CQIICAVE TO THE SOUTHYtEST: THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CUR\JE, HAVING A RADIUS OF 15.00 fEET, AI !~lRAL ANGLE OF 90"00'00", AN ARC LENGTH OF 23.56 FEET AND A CHORD BEARING SOUTH 45'09'06- EAST, FOR 21.21 ~T TO THE POINT Of' TANGENCY: THENCE SOUTH 00'09'06" EAST, FOR 230.00 FEET TO llHE POINT OF INTERSECnON WTH E AfORESAID RIGHT-OF-WAY LINE OF SUNSET POINT ROAD: THENCE SOUTH 89'50'54" WEST, ALONG SAID RIGHT-OF-WAY LINE I on 285.98 FEET TO THE POINT OF BEGINNING, LESS AND EXCEPT THAT PORTION AS CONTAINED IN THE ORDER OF TAKING AS FI I IN OFFICIAL RECORDS BOOK 8312, PAGE 1478, PUBLIC RECORDS OF PINELLAS COUNTY, FlORIDA. / LEGAl DESCRIPTION: BECKETT LAKE PLAZA - PARCEL 3 I I I " ~ 7 / " I', 1 '<7.:', / I r"" I ! a COMMON DElENllON AREA 2 I II~ ;'~ I III r-.., < \\ I I I \ \ I I I I \\ \ I 1 I \ \\ 4-~---~-~---------------r-\ I I I \\ \ >~ II I, \ \ I I 'I \ \ I I , \ I I I I I I I I I / \\ ~\ \ I I I d" \\ I I r ' ~ ", I I ( ~ \ \ II I I PARCEL 2 \ \ \ I: : I \ \ \ I , I \ \ 1:1' I \ 1\ I I I I , I 'i I \ : I I , , \ ~ I \ I I i I I \ I m I 'I : ~ I I \1 c\. I I , I , I I \ I I \1 I~ I I , ------------------------(-1 \ liJ I l- _ _ LL----- _------------------------,~--' " ~ I _-- o :'" I I ACCESS EASEMENT 4 \. k-- -- ~I I J ________________________...J, ~ T-.---- , , ~ I I " , 1\ , I , , T I I " " I I , , , I , , I i I I " " ! ! I I , , I ~ P: : ", \,\ II ;0, I , \ I ~ I I \ \ ~ I ' "' \ I P'~ I I ',~ " ;v - I I i\ , ,I ~ I J I \, ' j;i I I \ ' I I , ' rl~ 'I,I \ \ ~ il I I \1 I ! I I I I I I i I II : 1'1 I I , I I I I I , I I PI' I ;v I I '~I I I ; I I c:J I I I ~ I I I ~ I I ~ I I I ~ I 101 ! 11..1 1::01 I II ,! I I ~ I I : I ~ I I I I I I ~ I I , I I 1 I I I , ~, , I I ~ I I I ' I , -t , , I 'p I I I ' I I to , II I l ~ Iii \ \ ,~I I , , I'VI I I ' G) I \ \, ,:"', 'I'oJ!:1 I II \ \ I ~ , I,~M I \ It..), ~ I II I \ \ p ~ , I, 11-011 \ \ to", I ,IP 1 'I \ \ ~I I I lIe I \ ' ~ ~ I I I 1<0.... I 1 I " "tI~ I I I, I \ \ p~ I ~ 'I li, ,,/) ,,) __ - - - - - J~ - - - - - ~-\- - - - -WAtERI.JNEEASEiiNr O.R:2463, PC; 1lli'7 _ _ _ _ __I " l-.,";, ;';' ,......""'" .....-- - - - - - - !-- - - - -- - - I- ~ - - - - - - - - - - - - - - _ _ _ _ _ )( - - - - .L. , .c::::::::. - - - - - - - ~- '1.4 ""SltJEWAlJ<t:ASEMEN'T "U.R: 7093;" . 854 N OO~2' 42- E - 772,17' " ~ " ~ " DEED ~ BASIS OF BEARINGS DEED GRAPHIC SCALE " ~ 25 J eo I 1 100 I 200 I ~ ( IN FEET ) 1 inoh = 50 It. " , ,. , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , " -1t U ", q~ ~ " <Ot1/. q:J. s ~ ", ~Q VOo -'9 " C'o~,.oQ >; , , , ~~.-?I"'I' 0001"'1 / 4- " ~4( v q "- , , , , , , , , , , , , , , , , , , , , , , , , , , , , , "- , , "- , , "- , , , , , , " I '..J " ~ <9~ ~<' " r~ ~~ ,,~o ~<' ~~ Ss " ?? ~o, ~~~ ,,~ ~ " PARCEL ~4f~ ,~ , r-, " , " , ',' , / t... , -----....J I '-.v"'" I I I I I , J , / ) ~ / ~ " ~ "- , "- "- " , , "- , , ", " ~ ~ ~ 1 ~ W E 8 8 N U R S E R Y, O.R. 7875 PG. 2375 INC. " ~ PARCEL 3 " oia ;UC ~i ~ ~~ ~~ g:~ J\)-t ------------.---............. ---------------~, ' ~ , 51 E' , SOO"22' 42"W 365,89' 1/2" PLS f3OO0 ct. ct COACHMAN ROAD 66' R/W -------- -------,-------,-------,-------,-_._----,-------,-------,-------,-------,-------,-------,-------I-------~-------,-------,-------,----------, r , I STIVE HlLDABRAND MAE QSSELL I LOUIS MASSMD I EUOENE REAMER ,_I M81RT. IIEUA GRClPPER I RUDY GOMEZ DENNIS SQiUL TZ ALBERT CROPPER I I I I I I t I I ~'37 OLD COACHMAN R01 ,. KINGS HWY 2100 BA'fSHORE DR. 1ts1 OLD COACHMAN 1M 1304 RIDGE AVE. ,.. a.o. COACItIIAN RD. "4 AUCIIJ.A PLMTATJClN DR.' 1304 RIDQE AVE. I LORI SPORa< I I I.' LOT 16 I LOT 15, LOT 14 I LOT 13 I L0112 I I I a..EARWATER, FL. 1 Cl.EARWA1ER'. FL. I IlEU.AIR Baf. FL. I a..EARWAlER, Fl I ClEARWATER, FL , a.EARWAlER, Fl , CREEN\1L1.E. FL 'a..EARWATER. FL. I <4e01 F'RESHYI1ND AVE. I I LOT 18 I LOT 17 I I , I I I I , I I LOT 7' LOT 6 I LOT 5' LOT 4 , I , TAM'", FL. I I I I , I I I I LOT 11 I LOT 10 I LOT 9 I LOT 8 I I I I I LOT 3 I LOT 2 I LOT 1 I I I : : : : : : 5 U N 5 E ~ POI N ~ EST AIT ESP. sJ 3 9 P G. : 6 7 1 : : LlGEND: : B l 0 C K A P.O.C. .. Point of Commencementi F.I.R... Found Iron Rod c!c Cap P.O.B. .. Point of Beglnnlna F.P.P. .. Found Pinched Pipe SITE: DATA ~D~ .. Data per D..crlp on F.O.P. - Found Open Pipe c!c Cap tot - Measured Data 'P.C.P. .. Permanent Control Point 1. THE ZONING FOR lHIS SfTE IS COMMERCIAL C _ Calculated Data F.e.M. _ Found Concrete Monumenl SElBACI<S -~T ~~ PG.(.) _ Page (s) S.I.R. _ Set Iron a: Cap 1/Z' LoS. 14626 REAR 20' o.lt - Official Record Book LB .. Corporate Certificate Numb... P.B. - Plat Book P.LS. - Profe.slomal Land Surveyor R - Radius C.S. - Concrete Slab I!. - Delta Angle CONe. .. Concrete EP - Edge of Pavement S/W .. Sidewalk R/W - Right-of-way <l - CenteFilne SNH - storm Sew.r Manhol. D/W - Driveway M.E.S. .. Mlt....d End Section WV - Wat... Valve T.O.B. - Top of Bank SSNH - Sanitary S.w.r Manhole T.O.S. - Toe of S19J)e GV - Gat. Valve "*" .. Water M.t... OHW ... Overhead WIres LIP - Light Pol. FHA ... Fire Hydronl Assembly )> 0> 0 I~ 0;:0'" :::0 :::0 < '", ~ FILE - LEGAL DESCRIPTION: A TRACT OF. LAND LYING WITHIN THE SOUTH\\EST 1/4 OF THE NORTHV€ST 1/4 OF SECnON 8, TOWNSHIP 29 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA, AND BEING MORE PARnCULARLY DESCRiBED AS FOLLOWS: COMMENCING AT THE WEST 1/4 CORNER OF SAID SECnON 6 AS A POINT OF REFERENCE; THENCE NORTH 89"50'54" EAST, ALONG THE EAST-YtEST HALF SECTION LINE, THE SAME BEING THE CENTERLINE OF STAlE ROAD NO. 588 (SUNSET POINT ROAD. A 100 FOOT RIGHT-OF-WAY), 612.29 FEET: THENCE NORTH 00'09'06" YtEST, 50.00 FEET TO THE NORTH RIGHT-OF-WAY UNE OF SAID STATE ROAD FOR A POINT OF BEGINNING: THENCE NORTH 29"25'29" WEST, TO THE EAST RIGHT-OF-WAY UNE OF BELCHER ROAD, A 110 FOOT RIGHT-OF-WAY, 103.25 fEET; THENCE NORTH 34'48'24" EAST, ALONG SAID RIGHT-OF-WAY, 1277.78 FEET: THENCE SOUTH 58.46'47" EAST, TO THE V€ST RIGHT-OF-WAY LINE OF COACHMAN ROAD, A 66 FOOT RIGHT;"OF-WAY, 94.66 FEET: THENCE SOUTH 00'22'42" WEST, ALONG SAID RIGHT-OF-WAY, 1068,06 FEET: THENCE SOUTH 37'03'26" WEST, TO THE NORTH RIGHT-OF-WAY LINE OF STAlE ROAD NO. 588 (SUNSET POINT ROAD). 25.11 FEET: THENCE SOUTH 89"50'54" 'ltET, ALONG SAID RIGHT-OF-WAY, 737.41 FEET TO THE POINT OF' BEGINNING, LESS AND EXCEPT THAT PORnON AS CONTAINED IN THE ORDER OF TAKING AS FILED IN OFFICIAL RECORDS BOOK 8312. PAGE 1478, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. ALSO BEING DESCRIBED AS THE FOLLOWNG THREE PARCELS: LEGAL DESCRIPTION: BECKETT LAKE PLAZA - PARCEL 1 A lRACT OF LAND LYING WITHIN THE SOUTH\\EST 1/4 OF THE NORTH \\EST 1/4 OF SECTION 6, TOWNSHIP 29 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA, AND BEING MORE PARnCULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE V€ST CORNER OF' SAID SECTION 6; THENCE NORlH 89"50'54- EAST, ALONG THE EAST/WEST CENTERLINE OF SAID SECnON 6, SAME UNE BEING THE CENTERLINE OF SUNSET POINT ROAD (S.R. 1588), FOR 898.27 FEET: THENCE NORTH 00'09'06" YtEST, FOR 50.00 FEET TO A POINT ON THE NORTH RIGHT-OF-WAY LINE OF SAID SUNSET POINT ROAD, SAID POINT ALSO BEING THE POINT OF BEGINNING: THENCE CONl1NUE NORTH 00'09'06" WEST. FOR 230.00 FEET TO THE POINT OF CURVATURE OF A CURVE CONCA\JE TO THE SOUTHYtEST: THENCE NORTHV€STERL Y ALONG THE ARC OF SAID CURVE, HAVING A RADIUS OF 15.00 FEET, A CENTRAL ANGLE OF 90'00'00", AN ARC LENGTH OF 23.56 FEET AND A CHORD BEARING NORTH 45'09'06" WEST, FOR 21.21 FEET TO THE POINT OF TANGENCY: THENCE SOUTH 89"50'54" \\EST FOR 2.84 FEET: THENCE NORTH 00-09'06" Y€ST, FOR 44.00 FEET: THENCE SOUTH 89"50'54" WEST, FOR 63.00 FEET: THENCE SOUTH 00"09'06" EAST, FOR 44.00 FEET: THENCE SOUTH 89'50'54" WEST, FOR 5.46 FEET TO THE POINT OF CURVATURE OF A CUR\JE CONCAVE TO THE SOUTHEAST: THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CUR\JE, HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGlE OF 90'00'00", AN ARC LENGTH OF 39.27 FEET AND A CHORD BEARING OF SOUTH 44'50'54" VtEST, FOR 35.36 FEET TO THE POINT OF TANGENCY: THENCE SOUlH 00"09'06" EAST, FOR 10.32 FEET: THENCE SOUTH 89'50'54- WEST, FOR 73.00 FEET: lHENCE NORTH 00'09'06" V€ST, FOR 2.14 FEET TO THE POINT OF CURVATURE OF A CURVE CONCA\JE TO THE SOUTHV€ST: THENCE NORTHYtESTERLY ALONG THE ARC OF SAID CURVE, HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE OF 55'02'30", AN ARC LENGTH Of' 24.02 FEET AND A CHORD BEARING NORTH 27"40'21" WEST, FOR 23.10 FEET TO THE POINT OF TANGENCY: THENCE NORTH 5511'36" WEST, FOR 9.26 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE TO THE SOUTH YtEST: THENCE NORTHYtESTERLY ALONG THE ARC OF SAID CURVE, HAVING A RADIUS OF 35.00 FEET, A CENTRAL ANGLE OF 46"03'16", AN ARC LENGTH OF 28.13 FEET AND A CHORD BEARING NORTH 78'3'1:4' V€ST, FOR 27.38 FEET TO THE POINT OF INTERSECTION WTH THE SOUTHEASTERLY RIGHT-OF-WAY LINE OF BELCHER ROAD: THENCE NORTH 34"48'24" EAST, ALONG; THE RIGHT-OF;...WAY LINE, FOR 538.68 FEET TO THE POINT OF INlERSECTlON WITH A CURVE CONCAVE TO THE NORTHEAST: THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE OF 3711'55", AN ARC LENGTH OF 16.23 FEET AND A CHORD BEARING SOUTH 36'35'39" EAST, FOR 15.95 FEET TO THE POINT OF TANGENCY: llHENCE SOUTH 5511'36" EAT, FOR 114.98 FEET: THENCE NORTH 34'48'24" EAST, FOR 126.99 FEET: THENCE NORTH 55'1'36" Y€ST, FOR 4.00 FEET: THENCE NORTH 34"48'24" EAST, FOR 47.50 FEET: THENCE SOUTH 5511'36. EAST, FOR 56.70 FEET: THENCE SOUTH 89"37'18" EAST, FOR 87.89 FEET; THENCE NORTH 81'24'39" EAST. FOR 49.06 FEET TO THE POINT OF INTERSECTION WTH A CURVE CONCAVE TO THE NORTH: THENCE NORTHEASlER:l Y ALONG THE ARC OF SAID CURVE, HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE OF 23'34'41", AN ARC LENGTH OF 10.29 FEET AND A CHORD BEARING NORTH 78'35'21" EAST, FOR 10.22 FEET TO THE POINT OF INTERSECTION WTH THE V€SlERL Y RIGHT-OF-WAY UNE OF COACHMAN ROAD: THENCE SOUTH 00'22'42" VEST, ALONG SAID RIGHT-OF-WAY LINE, fOR 702.17 FEET: THENCE SOUTH 37'03'26" WEST, FOR 25.11 FEET TO THE NORTHERLY RIGHT-OF-WAY LINE OF' AFORESAID SUNSET POINT ROAD; THENCE SOUTH 89"50'54" YtEST, ALONG SAiD RIGHT-OF-WAY UNE, FOR 451.43 FEET TO THE POINT OF BEGINNING, LESS AND EXCEPT THAT PORTION AS CONTAINED IN THE ORDER OF TAKING AS FILED IN OFFICIAL RECORDS BOOK 83.12, PAGE 1478, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. LE(~AL DESCRIPnON: BECKETT LAKE PLAZA - PARCEL 2 A TRACT Off LAND LYING WITHIN THE SOUTHYtEST 1/4 OF THE NORTH\\EST 1/4 OF SECnON 6, TOWNSHIP 29 SOUTH, RANGE 16 E~ST, PINELLAS COUNTY, FLORIDA. AND BEING MORE PARnCULARL Y DESCRIBED AS FOLLOWS: A TRACT Olf LAND LYING WITHIN THE SOUTHYtEST 1/4 OF THE NORTHYtEST 1/4 OF SECTION 6, TO'MIISHIP 29 SOUTH, RANGE 16 E PINaLAS COUNTY, FLORIDA AND BEING MORE PARnCULARL Y DESCRIBED AS FOllOWS: COIIIMENCE AT THE WEST 1/4 CORNER OF SAID SEcnON 6; THENCE NORTH 89'50'54. EAST, ALONG THE EAST/WEST CENlERLlNE SAID SECTION 6, SAME ALSO BEING THE CENTERLINE OF SUNSET POINT ROAD (S.R. 1588), rOR 1364.24 FEET; THENCE NORTH 00"22'42" EAST, ALONG THE SOUTHERLY EXTENSION OF THE \\ESTERLY RIGHT-OF-WAY LINE OF COACHMAN ROAD, FOR 772,17 FEI TO THE POINT OF BEGINNING, SAID POINT ALSO BEING A POINT OF INTERSECTION WITH A CURVE CONCAVE TO THE NORTHWEST: THENCE SOliJTH~TERL Y ALONG THE ARC OF SAID CURVE, HAVING A RADIUS OF 25.00 FEET, A CENlRAL ANGLE OF 23"34'41",N ARt:: LENGTH OF 10.29 FEET AND A CHORD BEARING OF SOUn! 78"35'21" WEST, FOR 10.22 1tEET: THENCE SOUtH 87"24'39" ~S FOI~ 49.06 fEET: THENCE NORTH 89'37'18" M:ST, FOR 87.89 FEET; THENCE NORTH 5511'36" ~ST, FOR 56.70 FEET: THENCE SOUTH 34'48'24" WEST, FOR 128.99 FEET; THENCE NORTH 5511'36" WEST, FOR 114,98 FEET TO THE POINT OF CURVATURE OF t CURVE CONCAVE TO THE NORTHEAST: THENCE NORTHYESTERLY ALONG THE ARC OF SAID CURVE, HAVING A RADIUS OF 25.00 FE CENTRAL ANGLE OF 3711'55", AN ARC LENGTH OF 16.23 FEET AND A CHORD BEARING NORTH 36'35'39" WEST, FOR 15.95 FEET 1 THE POINT OF INTERSEcnON WTH THE SOUTHEASTERLY RIGHT-OF-WAY LINE OF BELCHER ROAD: THENCE NORTH 34~'24" EASl ALONG THE RIGHT-Of-WAY LINE, FOR 552.16 FEET: THENCE SOUTH 58~46'47" EAST, ALONG THE SOUTHWESlERLY RIGHT-OF-WA' LINE AT THE INTERSECTION OF BELCHER ROAD AND COACHMAN ROAD, FOR 94.66 FEET TO A POINT ON THE \\ESTERLY RIGHT-OF. L1N::: OF COACHMAN ROAD; THENCE SOUlH 00"22'42" YEST, ALONG SAID RIGHT-OF-WAY UNE, FOR 385.89' FEET TO THE POINT c BEGINNING, LESS AND EXCEPT THAT PORTION AS CONTAINED IN lHE ORDER OF TAKING AS FILED IN OFFICIAL RECORDS BOOK 831: PAGE 1478, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. CONTAINING: 103211.59 SQ. FT. OR 2.36941 ACRES MORE OR LESS r---------------l I JOHN at PATRICIA TSAtmLAS I lea DUNN ST. I ' allOPEE MA 1 Ill' I I ~ {; I I ~ .... I I 0 ... I FILE ~S Ot:O~/IZ (") c (J) CERTlFICA TlON: I, r;uy D. HALE, THE SUR~>1?R IN RESPONSIBLE CHARGE, HEREBY CERTIFY THAT THE SURj.f'"Y REPRESENTED! HEREON AND THAT SAID ABO~ GROUND SUR~Y AND SKETCH ARE ACCURA TE TO THE BEST OF MY KNOWLEDGE AND BELIEF. I FURTHER CERTIFY THAT THIS SURj.f'"Y MEETS THE" MINIMUM TECHNICAL STANDA'RDS IN SECTION 472.027, FLORIDA STA lUTES (OR RULE CHAPTER 61G17-6.... F.A.C.) SURVEY NOT VALID UNLESS SEALED MTH AN EMBOSSED SEAL 1HE UNDERSIGNED HEREBY CERhrll:u 10: ALIER1SClNS. INC, A DElAWARE CClMPANYJ,AW OFFICES OF' B.F. C8FF) GCDflEY. .... BOGIN MtN\JS.......S. .... NURSERY, INC. A FlDRIDA OCIRPORAlION, AND FIlEU1Y NATIONAL UU tfsUAANCE COMPANY OF' NEw 'tOJI( llIAT 'AtS MAP at PLAT AND 'H SUIMY ON MCH IT IS BASED lIRE MADE .. A.CCORDMCE VIH DIE ~ STANDARD DETAL RlQUIREIIENTS FOR ALTA/ACfMi LAND 'D11.E SUMYS". .IOJNlLY ESTAaJIHED AND ADOPB BY ALTA. ___ AND NSPS IN 1'" NfO "CWDES I1IMS 2,3,4,5,l.8.10,11b,14, IHJ 15 OF' TABLE A 'JIoERBlF, NIO PURSUANT 10 llIE~ N;QJRN:t STANDARDS (AS ADOPlED BY llIE ALTA. ACSM AND NIPS, IN EFRCT ON 'DE DAlEDOF' 1lIIS CERllFlCAl10N ...... lHAT 1HE POIJ'IIONIL UNCERTMI1ES RESULlIfG FROM 1HE SUR\1EY MEASURDlEN!1S MADE ON lH! SUIMY DO NOT '!HE ALL.OWABLE POlIIICNAL 1UI.ERANCE. F'lImERMORE. lHE UND8IGNED '-Vl1"~ lHAT HE HAS SURWYm lHE PROPERTY HEREIN DESCRIBED AND NT 'lIS SUIMY WAS MADE ON lItE GROUND. SlHOWNCJ ALL WI. GCIRES OR OVEIUPS OF' lIE PRCPERTY at ON llIE PROPERlY AS PER 1HE RECORD DEICJWI1JON, AND AS E\'IDENCED BY lItE ICUl)MY SlIMY. PARCB.S " 2 AND 3 AS DESCRIBED HEREON Nfl. CClNlIGUOUS; FURnER. NT lHERE Nfl. NO ENCROACtIIENlS liTHER WAY ACROSS PRClPERTY LIES, \1SI11.E EASENENTS at RJGH1'S-Clf'-WAY (EXCEPT AS N01ID HEREON, F ANY). CURVE I RADIUS I LENGTH I TANGENT I CHORD I BEARING I DELTA C1 25.00 10.29' 5.22' 10.22 S78'35'21W 23'34' 41- C2 25.00 16.23 8.41' 15.95' N36'35 39 W 37' 1 55~ FOUND NAlLlDISC P1NEl1.AS COUNTY S.~~NER N.W. 1/4 SECUON 8-2i-18 (SEAL)LAND SURVE'roR GUY D. HALE PLS, 4626 .JOB NUMBER: 2000248 PROFESSIONAL LAND SUR~: , <MI. DAlm: GUY HALE LAND SURVEYlNfi L DA TE: 08/12/2000 369 NEARS BOULEVARD OLDSNAR, FLORIDA 34677 (8t3) 855-47t4FAK (8t3) 855-4976 'J'li -- .,_...,....... nuneSB my lIand and trl~eal of the City of ci;;~...;;t~;....;i U.1~J , " t.n~ I day of January 198' 0/ ...AI .-,/J.J".. rffJ1f;j , . ~~cy7~. Deputy City Clerk "'~...,.. -,~. .....---- ...~ - - --11 --J ... 'iHliGP" ~ - ,.. ~.l___ r I -I~ 2~ '" "'. (" I I tlt~ PLA"T HA'RIlIAL TO DE IIltIODUCED TO n'l .1TI SItALL HIET n'E FOLLOWI"Ci Hllfl"U" ClnlllA AT tUI .TIHI or rUNtING. talES . CLEAaVOOD 6 FEET. OVERALL 1.llellT . nET. SIIIUIS. .'EIG.IT II INClIES. . ....-GENERAL NOlES ~~''''''-~''___.-4- TYPICAL SECTION "-SITE DATA ..~ t'ONDITIONSI LANDSCAPING NOTES I . &:Astlilli15 UTlUlntl rOI Uy rl!tLt~ lllmio nlLITlES 01 SEJYICU ""'0$&:0 III ~,...tCTlO" WIlli tar ~llllOPlltlT to IE rlOVIDED . U'OH Ottl.~t"~TIO~ or ft'At Dtllr~ IWT['"~L .OA9~AYS AND OIIV!1 TO At KAINTAINtD IY OUIIl. rlfltt a.Oc;A.fUlflS "H IUUlCT f(.u': :SlClIf ~.;m'c DtVI:L.OI'tlM Dr DttAILth r-~~11lV'110H t~K$, A"~ ~:~L to<<Plr VltN tNt atcULAflOIf' or Tilt CJT\' lif C.Lf.AU,IA1U. f_ DESIRABLE tlAtvlt EXISTING YECnATIOII fOUND ON SITE VILL IE PRESERVEO. OR VILL DE aU-lOVED BY PERHIT OllLY. LANDSCAPED ISLANDS SIIALL II .aOVIDID (AS SIIDVN) EqUIVALENT. . TO ItOr LESS fllAN SIX (6) 'ERCENt or tilE TOTAL rAVID UtA . Dr THE "IIlPG LOT/VCII1CULAI USE AIIA"t'UO,Uf IQ..n. 'AVING, . n · 17.0110, PI I TO IIICLUOI A HINUlUN or ONt: (I) IIIAOE till rOI PIn tvO-IIUIfDlID (200) 'Q. IT. 9r toTAL IPrcllOR LANDSCAPED AlIA. VITlI A HIN. or fIn, (SO) 'Uct:ftt 'LAITlD ulnl SIIIUIS. (NOT HOlE TlIA" tutNn.flVl (U) fERCENT or TUES tlAY 81 rAUt$. IUn. nllU (3) PALHS CORSIDllEO EQUAL to .Olle; (I) TUI);' . . . I. 8191111 .nd fehe,itgtv.h. are cub . ." jee~ to .eparal:e review and l'eu,llUI19. 2. ^J1 cer'Uflcele8 of oc . CUpancy 1bU8~ be obleJfled prJor to I~arch 10 1992. l. nl!valldat.1ol1 hsc ho slfe ~ ' l:ubne'.Juent.1y ellBeled. e on a..y ""pact. f.. reqU!UlIlenl.B 11011 III force or ~ ~./ ,. ALL afWlRlD arTE; ~ IUOIIS r&nwz, . . J . !k)"~ p:. lNUCAPII<<i. SItt:W~, ~. ~ fJli.~ SIn: tIJST ............ . ex, Co; ~ . . ",_. . It aJolPLeJtD WJm ftlASl J Ala> ALSo 'fIt lfItUlam ". EK 0 H POWER -r ~~ A.~_ CF PARKING fa\ ~~,::_...__ . 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CONCR.E~-\p WAY ~~~;:~ 11.'o,;o:.."...~ .".IJItjIi.. .' '''Jr~1':'{~-It''lf'!4I.!i~.l'...~...;'t9'',''';';';.lj.;Jl. ~~.;,. .. . . .~.., \:.'~...' .., _ ~ ""._ ....,", , e It.to.aa R""PH.:rrLA~_ .'.:: REPlAC T ~ - -~~ ~"~,~e. ~:~;~~.~~~."! a;:~;;r:-.~~.~~~h....7rjl}';':~~~m:'<> ...:...... '.~..:1~V~~:.."" :.~"~'~'.~:~~ .,...oj:.#. t.......r.FP,-~;~'f...: :" 1:>. f>',*~"""'~'~"r, "';'.,,i{. t.. ,.... '> Ni',~ ~~. ':M..'!..:....... ~:. . .;;;:",,:.' '.' .;,.. ""'~J I ~1 .I 1-& ~~Jl~+f~c. Or: ') ., n:.e-ee :;'=&";T.:v~ ~=~~:.~)~.:: " I-I'!I-a,,- I~ .poo....,~ ro..E!Vlaw . /'I ~-."".' -S] .- ~~ Ol/H._.:a;..:u \..1v. r. . .....I~" . a- . ":,Uic ....'-'t'~ ..... ... . 1~'-;~ .... -y ~'E"'C.~I "'-'u __ __I'. ;'1 1-'1-- . , ~.... '0:. "",,<:,," ~N ...J/ ." . ,.) -" ., ': ~ -. . '. ......;. ...". _n. ......" ..r".. - 'l4- -'., ..' _'.3" . ., ." r ': -0>....-.""-70 "'" I~ -14-81 ADO. WAT!!Pt LI N a A~ PEII. CIT'f 01' C:L \lIT p.. $ 1-II.a-a Ria'" "IT ~I ~. ~~r: .b~.o'-..;:~~.:...'"\._~- A.P-i.~,~~;;~..l~~Ll,.N'..1 I ~~;:,~~ h1"<<~ J.fi ?i,r.<t> <o:t"l..yuJ~J...t.J\ . 3.,(0.... 011:[.... .. 1,~,Ij"-4' .;.;r r~" ]1~,~~}Ar->. "K:..r.TE,. ,-=~' ~~~P'Co-L#_.n"A'_' ~A .III""~ ~~..j..i~:C:....9'.""'4le ~~;.t>><l' "~(b.&"'.""'l ~ !>-OJo.'e'l Ra"- a...TIl......'-& -ro....uC;1-I WITH 'lOF" ... 1"L.z&-en p.e,... .." LAYxn f ; l\Pl.~~'ri I DESIGN. Ji R.O$ . B_ : CK.. :' ' .-orr ~ Z MeOIA.N,Aooao STA.c~INC. ....OTe.AooE:> JCIII NO j: .4'<<'~ )~ tV ~ ,lOl ~~F~" , - APPENtzE...LLER, BO~. D & tzARRA- , INC. . - .I. .I. _ . ....0'14IHAI-I04loCAPINC, lJ(tTe.Rev.llIlMPST ~ '1 NO \\ ~~ ~\~ ~ ~ IE. "" ! ORAWN.,loP,as -rtM 2:. " ' ~ 2:. FOR ReV. Co"'W,M.,Rl!.V. I~IOR LA...~P1O ~ lANDS . ~ '" "" \.~', I 1 ~ ;...... I '...\. CIIECI<ED ..i. ~ E' · d S WE B BS NUR S E R Y INC. RE V I SED FINAL SIT E P LA N 1 ~-I'1I-B' R!!v' ~Q'o """-KINe, '>PAC.E'" Rev. ~. FT. OF DAT[ lE~~:- ~~' . . I ~ 0 I 1 E~... · ngmeermg an urveying 2251 MONTCLAIR ROAD euILDIr-Je,to.RE!V. F"L.OOk ARl!..A. ~TIO SCAL[ ~ ~' .:..c.1-. I ~d! I~F ~ Q C. 3 US STATE R OA D 550. E.I FETY IIA RD OR. FL H695 IS 131 126, J4 55 a ~1l '" EST , EFF ER SON ST" DR DOICSV 1 LL E.. FL 34601 19041 199-4600 C LEARwA T E R. fL OR I OA 3 4 62 3 D13.. 799.2118 NO. O"E ~EVIS'DIl I 4PP'O IY ... 50' . SHT.:.1..:.0F'. ... ~ .'-- ~ .. it !'':i~~JAf..'' .. .' _cCh ~~:: _T_~, ..._r:1~_."......, ~ 'I'!FftJ8 -~~.. '?J~: :..' ~~Wt ~~c~ ~ r2.,.r~~r...... lOr: ...~.. t ....t.:."....i.... u ""T i_'I'" 0'. ~i .. ..,iD.. I...~~.- ~,A... :;;. flUII'N""1 TH[':'1~ OH~ I: ~ t . ~==t rlflh..u..a.. I..;;;;..,,. 1fT I rt~.-..~ .....~ -'Iii ~... . ~ ..:..... ~~ ,.~ (,.........,,,. l..WORLU'\'19 ',AIt ;Ii II r'.--- ;'" u_ ,_. _ 'I ~" "-V ~ ~ ...', flllaAII j NUI!I fOIl. ~ '00&00",,,.. .J' "- _' J ...,- ..,...... r.... I, _ I... > "rt". If' _: __ ., · W''' C COU'''".& .. _~ t ... ...". l!........... ""'" R 11 2.1~. ...II-fIA1I Ifu%'l- ~.\1 ~I.N... N f~' ."I.!.I!1.(~: r--.r....o.,. ..~r. . .', ;:I!~ - · CHlllft Il-I - ji~ ~; .l" ~._ ~ : Ii i · t/ ..'..... V!-u, :fi .a" -~ :'lit ~\rj B .. Io.t~~ i> f,AlSlI()ft'C ~.. ij IlOID .;,._~..~...,~.o!.HAI "~ - '''-CII. -.... '-- L.J.::4- . l'Ic.H1 .u"" ;.r. PROJECT . .f 1(1 'Ac~-';;'l(K":t!(ji; 'f,,:I ). r. PLOCATION' _ .I~ ..t Ali. UAl, "Wr 'i'o.. f. 1 II. t " U7-" '" ~ ~ ~5./o8.8 'pil~~~A~~~';MJ~ ~~~~ ~~~j... 7-":-! UM"~ I~ ,. h~".I'l. !.;:~~= '., . 'SET r=~--a !.: .,. 'I~ J i r~::'- ;it~!"o._~ . ;::t:: 00 S ~~OAl(___ ... vo i.. I r I V . t. · n Q ~ 'HOI'''''G U""'1f ~"".IAS AJSN 10. l... Li: .! e to _ "j!NllIf ,....... ""AJloulc",lJDJ/. ;'~.:f.. *' ' .,'l~J . ,.~' .., m C.'UII" ~'1J. .1.'.... ..~. . .....!.A. aoo~ s. .., . .&.; f", r "q-..b'~. ~J AlA: ~ · II: !.. 'I II 1&..'.. 'HtJ(rtf'.r.. = ell Aot- a I III . COACHM'AH ... ~ ~.._.~ :,,::::. .tr.A_ ~ II - ... ';"~.~UNIIJ 1 ~~~~. .lli.F.~ :I [ij] n~~,' :~..v ""00 "1,.," ................. -....ff.;J;~. ...!l~.- fITlU ST . ...a,. 'II \'0 ~\l~' /fOrAt - ltAftGn.... 110_ .:.: ~~o \ "I ~"" .' ~~. ,..coo" WArt,. . :. ~ ;f'~' ~~ ". ,l(.Jt.90':\.' tCUI AM : _ 'I' :1' "f.'~ . ~.. ';J 'Y · ''''''11 :t.... · :~.. CDAC~ ~- t-- : GUNO II''''. · ~~nu.dltCA( ......... ,~O"S' IIlIl~ r -'AT .~I'''I "A{J]r () 0 ut .....r:; __... ~ : . '1', !~~. (, ,. tISIAlIl~"~" ItO , ....... · -- Z .. . ~ ..I .I;! "i" :. ; ...{.,. " ." K~-& _ ^r:ii .~._... . ~_ I. 1D11.r. crl nu~, 1"1. n.' I ICUI 'Ul..n '0. n.1 t~OtO'I~ ftAX1HUW 'VI~DIIC MC'GHTI .t. I'. 'I" 8QU1u".Ut.l toVa:Ull, 2. _II ,......, ,.. ...... I' ff._...... ""..... ..- 2. . J. IlIa,IIUIII "Y&~ .IIIIACh CUll .uca anCIITIOI AXIA ~ 1m . 11m ',uar .' .. ..- I- tv..... ~l= c- U; ,'to... '~'M. f -" ,., ,:- .......--.:-.. -.....- -..-..0:. ""- ~ -.....--.... .. -~-----~----- . ~~ ., ..... .. "",II .. -.. ,... ~ &::.:r .'P-- ~.. ,. .... - '-11 ,..... ,..", .-... .... ''''.''1 ...~ I....' RFMAIN REMOVE u. IbM. 4, fAr.K1MC; 1"ACn AU H)lIHUH ,I . 2t'i Ind n' . 2C' tOI HUDltA'r&D. " " tOTAI.I .u.... U.UAC lOO' --- r&IlUJIL1IllLlllHG "'11 fiiAl: I actAl~ l.t.. ..r. l-ItOn lI/HeII...I.. t...11I .... ..... ..r. '-'1OIr '1Ll>I1 IS' orrzce II. "I I.' )-1_' 10"&.1 117 ,... '.r. tofU 11I11.D... UIA $. , . ".. .. .... ....,... - ALL AI S1Z WW111S WILL 8&: A fUNlJDI C!' 24 nrr. 1111.,. II' ICI'''' IJ'-,. .~1.'" aw' J. TREE LEGEND '"' RELOCATE 'ErlllUD '''11.11& ....1. Irtl.1. -. ".C.I ,.. I'" ..r."I.... l.r,l- .....,acae ...'. . . n. ..leu "'V'DA filII II ...... - . ..lC.I ,.. .... '.r. ...... I.r., _ It IrACal 110" H. ...ca ""'I'. UUI II' orFlCI - ... ...lCI. ,a '.H "'.Iat."...r...". IrACA 110'. SS.' ...ea 'tolll'" ,. .A fiNAL UNDSCAfI 'LAN 1II000InO LOCATIONS. IIZES AIID .nCIFICArlOIIS IIILL DE .UIHlnED Vltll fI.E FINAL CONSTRUCTION rUNS. U111' Tilt UllOEISTAlfDllfO IT VILL NUD 1'0 Ir. APPROVID '1101 1'0 ISSUANCE or CONSTRUCTION rEIHITS. PLANT MATERIAL to It: USED AS :O!l CITY OIOINAlfCI ONLY AND HAY INCLUDE. ...J INTERIOR DRIVES ~ PARKING APRONS . - 41 . It o OAK A PINE :It PALM o L1GUSTRUM . ELM (f MAGNOLIA -0. COCCULUS o CITRUS . PORTACARPUS It CLUSTER BOXWOOD to EUCALYPTUS o VIBURIUM . BERRY D FLORIDA PR'VET G CYPRESS "- .) l~ l~ .. 6 .. . :: .. at .. ~ . . ..;. )II !K \.. ~ s. nul. tl"I..O acOUIllO - "' ..AC.. troll. ,1UINO .IOVIOCD - 110 .tACII . . COHHOn "AHE JOTANleAL IIANI T:r.At. LOID.NO .flCI. .'OUI..O _ , t";I:' l.clIO'"O .f&CIJ ..OVIDID _ . ,,"';,reu," .ueu "OUIIID _ U 'UCI. NlnOfU'.,O s'.lces 'IO'IOCD . II l'lCI. !!!!!!. SAND PINE SLASII rlNt: UUIAL OAK QUEEN PAUl IIILLOV PINUS CUUSA rlNus tLLlOTrIl QUEICUS LAUllrOLIA ARECASTRUH IOHAlfZOEIANUH SALII IAI~OlfICA I :) j . 'Hin: II Iuc.lce acavlXco . II IflC.S fh~U n SUCKI"C ..onolO . U .flee. Be~~~~~PY A"allable 'LOOI AI.I IATIO fOUL .n. AalA ul,ua '0. n. ",tAt. fLOll1 .l,," 0' .UII.DIIIGI lU,'" '0. n. SIIIUDS, FlnOSI'ORUtI AZALEA PAHPAS ORASS LIGUSTIUtl VII~RNUH r.:;:a UU. U'l'IO In,.... U..UI . n.an o l ~ €i)' PITrOSPOIUH TOIISA fllOOODENDIOH litISI' CORTAOERIA SELLOVANA . LICUSTRUH JAPO.ICUH VIIUINUtI OOORATIISI"U" " I ~, / ~~~6~ <. C~ Q" " " ~~4tO~~~ ,,~~ C( ~i:' ~O' ~~ ~/~ M~ "- " ~ '.II..'" 1:'0 ~. ) '~~."rO,O"/~" (, .pO I '~( ~ ~" '/ (,4-$' . ~ ....... ./ C'O~ ~)-r ") \. ~ GIClUNDCOYElS, LIIIOPl COIfUDllATI JASIIINE SHOll JUNIPEI , VICINITY LEGEND' ~ LIlIOPl "USCAII TJAClllLOSPIRHUH JAlHINOlOES JUIIIPERUS CONfERtA r 6. !{g!~ ar;rU"TS 10 .1 OETIR"I"IO IY f"ORfJUU AS PEl cln or CLIARWATll till ORDINANCE. I.AND.CAP.N. AI.ONG IAIf P"O~.'Y .."., '0 'U"'llt IlU.O[NflAl. AlltAl. If.'" ... n or "..1l0ICAP.1l1 IILA"O' 110'0. ".'01 ... n. 0' ..A..O.CA,.... .IU.OI ".ow.oeo 11r.'O"". 'oW.lI. .....". 11101.'. .IOIWAU . .UO'.I.'. P"VID IU...Aua ..Oil ..nllOl U..OIeA"., "- to. '&'0&0'.'. DOC.A.UI W.s..L II UIIOIC'PED WI!" a"''''ft TO SCIU. I'"OU fAIIIL' ",IIU. I ) ...!!!!rq~r" r-!!!C!I!~ r. . "1. .:nn,,,. (Po,. r.U:VAfI"lt .. . ~. .. .eo, .... ~ FUn: ""F.CTlIIN N A ,/ ---I D-~ l>- --"- IIA Tn t1A IN \.. ,-LEGAL DESCRIPTION II ~ . .... ~ )4 :fTIIJlII I "I..;r - .HI'D f./lll SECTIOll '" SA''':.''\" sr.".;. .. "ANIIl'I.t: - ~ A TUct or t..UID LTINC V1l1UII THE SO~ST 1/4 or THE IIOlTlN1:ST 1/4 Of HCTIO" 6. TOWNSHI' 2' SOUTH, lAJtCE 16 EAST, AIfD IUIIC "OIll .,uTICV1..ULT D~cu.[n AS 'OLlCAlS : COtt1DfCINC AT T1fE VEST 1/4 mIND or SAID SECTION 6 AS A POINT or lr.fE'IF.NCf: THENQ ....,.'0.)4"1., ALOtIC 11ft. WT/vtST KALr SECTION LINE, nu SAH! nlNC TlfE . CINTEkLlIf! or STATE lOAD liD. ". (SUNSET pOlin IOAl)). 612 .2J fEETr'tARDfC[ 11.00'09 '06"V.. so.oo rtn TO 1111 1101111 11CHT-orooUAY LlHt or SAID STATlIlOAD rOR A 'OINT or I1CINN1IIC; 11ItNC! N. 29'2)'29'''.. TO THE EAST IICHT-o"-VAf UNl 'OF IUCHU lOAD, 103.2S FEET; THOCE 1I.)'-'I'24"E., ALOIIC SAID IICIlT-o,-\1AY. un.7I rUTs ~. tlIDlel i.58-46'47"I.. TO THE "EST llCRT-or-UAT UHl or (.OAOIHAH lOAD, '4.61 n!T: THOIel 5.00.22'42""., A1.OtIC SAID IICIIT-or-UAl. 10U.06 rEO: 11ID1CJ s."'O) 'U"V.. TO 11Il NOant IICHT-or-WAT LIllI Dr STATl lOAD Ito. ~811 . (SUNSET POIIIT lOAD>. 'u.t1 rEET: T1IENel S.I'.SO'S4'''., ALOHC SAn IlCllT-or-WAY. }37.41 'En TO TH! POINT or 'ECINNING. CONTAIHINC 12.2 AClES HOlE 01 uss !lAM ITUY UTt:1IA1. tl A -.- TIll' -nr MM. t<i A 0.50 "'"Ir.U:II rJlNIN f.I.t:VA111l'" /1'10 ~ (i) l.nAII Jr.: Ion "'A 1111"1'51"" l'Ai "0 "". r"",,,,'; ~1'Ar.f.!: "'10 - .. I. .... , .... ~ IIDrWIUI/W'L II." \.... ~ NOTE: SURVEY SUBJECT TO 561' PAGE 653 THIS LEGAL PREPARED FPC EASEMENTS QR. 4663 PAGE 622 AND OR \... I I ~ iIim ': GEORGE F. YOUNG INC. 1301 US 19N. PALM HARBOR FL 33563 (813), 785. 6716 DATE MAY 20,1985 DENOTES INTERIOR LANDSCAPED ISLANDS / ADJACENT PROPERTIES " DENOTES AREA TO REMAIN NATURAL - ( I.) - SEHPSlOTr. JOliN A. SEfltsaoff ANGELA C. UU OLD CoACIlHAN aD. CLEA~UATIR. rL. 33S1S-&'17 VITULLI. faAMCESCO VITULLI AIIGELA I'" OL6 COACHHAI 10. .CLEAIUATEI. FL. 33515-&317 ICIIULTZ. DENIfIS J. un OLD COACHHAN aD. . C~EAaUATEl, FL. 33515.&317 DENOTES TURf - BLOCK AREA OF EX. BLDG. ...... t.:.-J I" " : 5350 SQ. FT. 6:51 SO. FT. ,-.. \.3;) .- - (lJ ALUMINUM SALES BLDG [2~ WOOD FRAME B,-DG. ~ 2 STO~Y WOOD FRAME BUILDING ~] WOOD FRAME BLDG. ~~'; ALUMINUM BUILDING S~AI~STO", DENNIS J. SUlINStON. lUtll A. lU9 OLD COACIlHAN 10. CLEAa~ATE'. FL. 33515-4311 LuttRELL. GAal' S, LUTtaILL. DONNA F. 560 LAIEVIEU Da. PALH IIARIOI. FL. 33563 HOORE, E"HA V. 19S1 OLD COACIIHAN 10. CLEA'~Atll. 'fL. 33515-4311 = = 15:,6 SQ.. FT. : 92J so. rT. = 4~j40 SJ. FT. (;:, - ---..-- TOTAL EXISTING STfWr.TURES : 13.397S0.FT - ( s.) - \.. ~ - \.~l (~ DELANEY. PATI1CK E. un OLD COACI""'N 10. elIAIVATEI. rL. 33515.&Jl1 -, ~ .i SCALE : FEET / f;71 ; .0 ,1-. ..... .... /J.:' ~ -' . tJ . 7J ,-ebl ~ (f , igl.. .,e 5k5 . 3}~ "~ - . , , , ~ {~ VAl'. MUIIEL A. . UU OLD COACllHAN RD., CLEAIVAtER. fL. 315'5.4311 6'4 CAVYII,:. HEIKIIIA .... un OLD COACHKAN aD. eLEAIVATEa. fL. 33575.4317 ~ - llS} VIEIS. JEFfllY G. - VtI"" 10.1I1E L. P.o. .ox un DUlfEDI.. rL JUt6.uu ~'J CAUAlIAY. ItllTK I. CALLAVAIJ_VANOA. IZO'.....1.A1Y t ClYstAL lIVEl. 'kl 3'~9rl.i~~ ,Vi r':"r-';"-, '''7"'1''''''-'-' : ~n:~J~ ~:;~~:.~ii;U;~:; !':11i1 ) fi.) IlDADIUI. A. fib ............. . ..J.L:> \: IIOADIUI1 EVii; lJ.N ~ ,:';;Te';""::':~-~::-.::---",. un AUI Cill 'LAr:'I~.,.;,,:'-;'.Dt:VEL\ )f...:.~\ ..j::!\ r "\:cs .eLlAlVAua. 10.. 33S"J'!~'~' CLEAA\'/:,"i;- 10 J ., (if1 SAIVIS. DOlfALD "-- ~~,~. ..... IAlVlSliMAIY I. . 1""A IICHt 01. CLIAIVAIEI. fL. 33515-&302 (21)\ AIDIISOH. MAaOLD V. ,,::J AlOEISOII, HAZEL S. . U~.C~~EI~H~L~I. 33515.U03 J ElL i; @ t::g=t: ~:~:IA "1: (JI.Q~ _( ~ 2230 ALBIIGHT 01. . eLIAIUAIEI. fL. J3S7J.~30J f:_2-;) IIAUAIISII. HELIN " 2236 AI.I1ICIIT DI. CLEAIUATEI. fL. 33575-4303 FI' lAC .. . '~ ,.' '" i' /' - t :1. ~ ':,. 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I I I I I I I I I I r3 lOr" K I A I ~I f.) '::J ~ I CJ _ Jill '\' I. /) ! I I I I I I LO r 10 [- \.... LO r 6 I LO T a '?, ~ I I I I I ,'r Tl Ili~b~Jl( ~ I '.' I " II I I I : : LO r 11 : : LO r !} : LO r 8: LO r I : : !" :t : LO T l: LO r -l: LO r 2: to r I, I ;0 < :U, I II. ~dll 1,/04 R 2 I z::,~ / IIi // I I I I I I I Z 0 N I N g RES IDE N I r U A L I I I I I I I '-..... 1'1 0 I . PiA;; III ~j IH E UNOmSIGNEO HEREBY CER nFIED TO: ALBER fSONS. INC, A DELAWARE (.QV.R J . LJ.l>J OHlCES OF B.F, (ElIFF) GOOF REY, JR, !llIU r( GOM.e,w1 ES .'" ..,,:' , I ,!"" I I.lOCI N. MUNNS & MUNNS, W-BB'S NURSERY. INC, A FLORIDA CORPORA nON, AND FIOEU n NA nONAL nilE INSURANCE COMPANY FLORIDA POWER CORP. VERI ZON L E~ G EN [) < c: _'~, -' " \")} OF NEW YOIIK r.JAT !HIS MAP OR PLAT AND flU: SUR'Jt:'( ON ....~1ICH I I IS BASED WERE M,'OE !N ACCOf{DANC[ \~m THE 'MINIMUM ___~__:____~:_____:___ SrANO;\HO DErAIL REQU1HEMENfS FOR i\LfA/ACSM LAND TlRE $URVE'fS'" JOINI1..Y ESTA8US11EO AND ADOPTED 8Y ALfA, ACSM 9(.~olEaJA~~uEAArlE~'J.DFlSoTRHIEDEAf.tt-755 1F2L8C?WC5LOEJVlJAANrDnJS:TRAElEfrRAllr"_R 511E.J1MA _\.I,,, n..)..; -.. r: P,O.G. ~ Point of Ct;,mrn.encernent F.I.R...c1e rcund !ren r~cd .~ Cop AND NSPS IN 1999. AND INClUDES ITEMS 2,J,4.5,6,a.10,l1 0,14. AND 15 OF fABLE A rHER!(Cf. AND PlJRSUAN r TO !liE (72/) HJ--2641 CLEARWA tER, FLORIDA JS155 l. fHE lCNlNG FOR fillS $I fl:: IS COMMERC1AL P 0 B ~ Point of O",;innin3 F.P,P. == Found PinGhed Pipe ACCURACY S r ANDAROS (AS AOOP fED 8Y n~E AL r A, ACSM AND NSPS, IN EFFEC r ON n-iE OA TED OF f}iIS CE:C~ nflCA nON) AND ( ) {OJ 0 t D' I fOP F j Cpt. r. . /27 '62--1140 SElBACl<S -FHOtH 25' ~ a., per escnp on . , , ~ oun. pen 'p. ~ -op /, G~UY D. !lALE. lflE S'I.JRVFYO/r' IN NESPONS/BLF G'IfAR6T.1 flEf?EBY eER/fFY nfA r mAT niE POSI110NAL UNCERTAINTIES RESULnNG FROM filE SUR'Jt:Y MEASlJREME.N rs MADE ON IHe: $1JIWEY 00 Nor EXCE'.EO 1m: CLEAR'IIA rm GAS - . :. 10' = Me.,,,,,ed Ooto P.C.P. ~ Perrnonenl Control Point _ ALLOWAIllE POS! nONAL TOlERANCE. F1JR niERMORE, lIit: UN DEll SIGNED CERnFlES lHAT HE HAS SlJR'.nm lHE PROPERTY 100 S. MYR llE A VENUE nME WARNER SIDE 20' . .~. ~ C.,ic'JI" ted Dot., F .C. M. ~ F Qun.J Cona el. M""u>I1 en t IHE 5UR fiE Y NEPRtStN fED IIEREON AND !JIA f S'/1/D ABO VE GNOU,ya SUR vEY AND ~~~I~~~~:I~O ;fiD fl~6~~R~SA;U:~Y :t~E':!o~~ ~S~~p~~~~N'&D S~~'ME~GO~~Eg',;;~, ~f~~~~A~'?s~~~F ~CELS I, CLEARWA IER. FL. }..ll56 ~~iJR~~~'~R~ 1~~~I;DA J462.5 OENOTES OAKHEO PGo~li : 6~;t:'I"f.tcoroj Bock S,\~ : ~~:p;r;;~. '\~;fln~~i: ~;J~~b~~626 SKUm ARE A CCURA fE' ro nlE BES r OF MY KNO WLED/iC'.1UiJ.<iJd7EF. I FUR fliER 2 AN!) J AS OESCRlaEO HEREON ME CON r1GIJ OlJ 5: fUR rH ER. rHA r lllERE ARE NO ENCRO ACH!,tEN TS Elm ER WAY ACROSS PROPERlY (727) 562- 4567 (121) /9/-113113 P. B. ~ PI"I Book P. L S. ~ Pro fesslQn 01 LQn,j Sur',.yor CER OF Y I II A f !filS S/./R '-'1':' Y MEE rs filE MINIMUM fl{Qitlff;;1l;,"""'!)jIVPAROS IN LINES, Vl~8lE EASEMENTS OR- RIGHfS-Of"...WAY (EXCE.PT AS NOrEO'HEREON, IF ANY). r.LE_A,R'NAIER 'NAJEf~ PI"'~_~ll_AS ':c'''JN'f'( SC"AIC'R AND 'HATER OENOTES PAUA ~ R ~ Rod.JS C.S. ~ Concro,ls S1"b SECOON 472.027, FLCfflDA Sf A IVIES (ef? RULE (.:f()J!W:i[;;;~'r(,'r7-~'1~'..,/'AA.c:) - ,., .... '. J' -<"'~ '" Ii .. Del to ''-'''J. CONCh ~ Conerst. sure IlE'Y NO f VALID UNLESS SE.AL ED WI fll AN EUD.~l. ~:s1tQ."/$t.)t{ - .. ":': .~;.., I, 100 SO. MYR IlE A VENU E 14 SO. FOR I HMRISCN AVENUE EP ~ [,J.)S of p".,.", ent S/N ~ Slol.wolk .... <"" . . ClEARIYA IER, FL .JJ756 CLEAR'NA fER, FL .n/56 llilS $I TE UES IN FlOOO lONE 'X', ACCORCINf1 TO R/N ~ 1{1,;ht--.,f- "'y 't ,~ Cent.dlne . <) , r---.' . . , '--c ), .,.., ': (0. ',,' (/21) 56 2---~56 7 ('127) 464- 4714 FEMA flOOO INSlJRANCE RA TE MAP # 12.'\1)91$ 0010 D. OWl ~ S t"tnl S. ,ver ',lonhol. 0 /JI ~ crr,s,vay ( I- r' (\ i. ~ '. S!-l~:!: r ! r Of,;;:~ ",:2 ~" DAlEO S3/19/91. ()0 0~...E.s. = ...it.~(ed End S~ction c-1.... "'Voter VlJlvl3_,J6_"_ .. ! 1 ,~ ) t'ri~) i: (~~'.:,,:-.;",:~~ )'7'{.t-/i_ ',~HtlCN AMERlr. f\S r f '.... () f , P k ,p ~'t ~ M hI _ ~ --.... '# c...."" ; .,,' l'l ' . .'. . dh\:".''''', ." ~'- ,'; '- ..) . ..., F_'lEVAflt'\uS ocuOWN n.JIJS ~). aA~~EO ON r-nA'( _ r. .lJ.u. --2 t;p f) uf:.n ~'J :..c .....IJr1Il:.ry ",awer. Gn oe ---:t ,..----------~-----):U."......<::..;+_4u f' .... ~:" _'\. i";{:.;.r: (aGO) 113.}-64.JJ 'In.,... In 4 "" T.O.S. ~ 10. of Slop. M ~ G.,. '1.,1'" (;'UY D. IIALE PJ.::V11b"26' " I ,', ("'.'<l. >;"'.y,::, €lEVA 110<< 75.107, NOVO 1929- 1M ~ W"l... M.t", OIlW ~ O,..he"d 'Mre. - . '" -: ". 4l ;;<".;"..,0 _. . {} ,~U'lhl Pol. FIlA ~ F:r. II)'Jr<JOI Asselnbly ~'CB NUMBEli': 2000248 DA !E: 08/12i)o.r.!f{;,P"'" '. .._~---~~~... ".~--"~,,,,,,,,;'~'.r.;.;;i?..!!S!..~~.!.&~-.Ei!L --" ..-....----'-~-...--<.,---~~._.,.. .,~~~-~~.- .~~~;:12""-~~;"-." ..-"_~~~_~_....._~~~__....._. .~ .~ I , fl1 , j .~ \ . f 3 q 'f. . "1 ~ c, ~ ~I RO.C, . 1 ~ s t= (~ T"' 0 f\1 6 -rc) VVf\l S~l f f~ 29 S (J lJ -r t~ , f~ A f\j (; f.~ 16 E A S -r, PI N E-~L_LAS (~() lJ N -r-'(, F-L_or~ I D A .~ I W. 1;'4 CCHNER SEGnON 6-29--16 'r()POGF~AP~HC SlJ r~ \jE '( 1- CJ) ~ ~ Ct) f11 'i ~ C} "" <: 'i ~ :.l) C} ~ \) ~ ~ ~ ',~ r.., -/ J.. ,OONO Nf-\Jt('OlSC PINE LAS COON TY SUR'i~Y S.E. CCHNER N,W, 1/.~ SECTlON 6""'29-16 r z \ ~ I ...-'\ - ~ 1~ BASIS OF 8EAJINGS DEED GI~AI)I-IIC SCAIJI~ J -'- .....~ , ' 1 Be.!~ C~py Avai':able (~ 4Q 0 20 ~ 80 tOO ~-----~---~---~-----~---__~J '. , ''-.....-...... ',,- "- "K y E o ~ ~ ',- ( Uf YEE'f ) 1 inch ~;s 10 fl J .dAk,_Q.E.'iC r~lf:', I1DJ'~_ "iili L ~I\:A_ ---.~_tJ~c..LL " ~ld Q ~J~_:,,- L_2LL.L ~ ,\ TRAC T Or LMW I. 'il'\"J 'NI n~IN THE sou THWES T 1/4 OF THE NOf~ THWES T i /4 CF SEC nON 6, TOWNSHIP 2::1 SOU TH, RANCE 1 f) [A') T, :-NElL A S CGUN fY. ~-:_ORIDA AND BEING MORE PAR T1CULAf~LY DEscr~18ED. AS FOLLOWS: \. .--- -- -- -- --- - - -'. -- _.- --- --- -- --- ---- -- --- -.- -- _.- --- -- - - "\. - - . , - \ \ ~ COMMENCE A T THE WES T 1 /4 CCRNEr~ OF SAID SEC nON 6; n~ENCE NOR TH 89'50'54" EAS T, ALONG THE EAS T /WES TeEN TERLlNE OF SAID SEC nON 6, S/I,ME ALSO BEING THE CEN TERLlNE OF SUNSE T paiN T ROAD (S.R. #588), FOR 1.364.24 FEE T; THENCE NOR TH 00'22' 42" EAS T, ALONG THE SOU THERL Y EXTENSION OF THE WESTERLY r~IGHT-OF-WAY LINE OF COACHMAN ROAD, For~ /12.17 FEET TO THE POINT OF BEGINNI~~G, SAID POINT ALSO BEING A POINT OF IN TEr~SEC nON 'M TH A CURVE CONCA VE TO THE NOR THVv'ES T; THENCE SOU THWES TEr~L Y ALONG THE Af~C OF SAID CURVE, HAVING A RADIUS OF 25.00 FEET, A CENmAL ANGLE OF 23'.34'41", AN l\r~c LENGTH OF 10.29 r-EET AND A CHORD BEARING OF SOUTH 78'35'21" WEST, FOR 10.22 FEET; THENCE SOUTH 87"24'.39" 'NEST, FOR 49.06 FEET, THENCE ~JORTH 89'37'18" WEST, FOR 87.89 FEET; THENCE NORTH 55'11'.36" 'NEST, FOR 56.70 FEET; THENCE SOU TH .34%d'~8'24" WES T, FOR 41.50 FEE T, THENCE SOU TH 55'11'36" EAS T, FOR 4 00 FEE f, fHENCE SOU TH 34'48'24" WES T FOR 126.99 FEE T- fHENCE NOR TH 55'11',36" WES T, FOR 114.98 FEE T TO THE POIN T CF CURVA TURE OF A CURVE CONCAVE TO THE NOR THEAS T;' THENCE Ncr~ THWES TEf~L Y ALONG THE ARC OF SAID CURVE, HAVING A RADIUS OF 25.00 FEE T, A CEN TRAl ANGLE OF 31'11'55", AN AHC LENG TH OF 16,23 FEE T AND A CHORD 8EAr~I~JG NORTH 36'35'39" WEST. FOR 1595 FEET TO THE POINT OF INTERSECTION 'MTH THE SOUTHEASTERLY RIGHT-OF-'NAY LINE OF BELCHER ROAD, fHENCE Nor~TH 34'48'24" EAST, ALONG THE r~IGHT--OF-\VAY LINE, FOR 55216 FEET, THENCE SOUTH 58'46'4l" EAST, ALONG THE SOUTHWESTERLY ;-(IG~1T - OF - WA Y LINE A T THE IN TEr~SEC TlON OF f3ELCHER ROAD AND COACH~.AAN ROAD, FCI~ 94.66 FEE T fO A POIN r ON THE WES TERL Y RIGH T _ OF _ WA Y ,It'-I[ Of COACHMAN ROAD. THHJCE SOUH' :./0'22'42" NFST, ALCNG3AID r-(IGH~-OF WAY LINE. FeR 365?'~ ~lE r fO THf POINT OF BEGINNING, .\ d' \ \ \ ASP HAL r \ \ I?Ch ~tV ~Q ........, ~~ ........, OA10 PARKIN'; \ \ \ \ , ~". r AININC, , o~. '() . ,R ..:: '(,' 1\ i.... ~ \,_ ~.A h'. I; ;, c" \ \ \ ',,-- ASPHALT , '- '- '. Beg'" -- "' '-"""1 AiA' .......... PARKING + ~, .>~ .... ASPHALT PARKING ., ;po '" ;, ~~ ':- , oj) -1' / ;, "~' 'If,. I i'- I 113';Y "\~ / :! ri ,?r:::-~ ~~~I'~.L~ VI ~ 'f;/''; ,t <I/;po ,~ ., ~ "-.. ".1"':- ~ ......... . ... \ , + ~I '.:.l.> F ~ r. ~1"f' W'\ V Per + ~, . "'" fllt"~'''-. ~ ',"4" ... o A ~ .... HAL T / / / , PARKIN/) '-', 9" ~ _.ll ~.-~ .Q!v. 1 · ~ \" -*\1..-04 1.- + 12~~<<6' Q<t. ._______~Q" 'fo, ~ \ -~ () ~..\ ,~ o 0 \~ ~ ~ .r) 'y '~;Q C) '" A- ,,">> ('4 . ~ c,] (~ "- A -0 / . / / _.L-__ ~1' -,j t 01'.> , 'I" . <1'.> , l,. . d'.> 'J', t O"o,)l '''0 t 01'~ 'lIQ a- 4t '~6> .,,~ 6' t + ----,- -----:z;.~~,-t-;. 1 ;~..go t <:1 ~.., '1 ~ ~ "'0 . 1." .9" 'I ~ ':-0 t ~)l '~.g r ("'~ p'~q~ '-" ~ t "~ ~ -{, · (J. '~j -9 . .:.l.) GY3flfiP1C'A 110ft/: f.J) GUY flALc~ LAND f.lUf?VEY/NCl (stALl~ SUR'Jt:Y~ {: () . ~.tf_ 1 (~"-,(~iftl/~;"b.~ PR61sSic~iA[ LANB'- SURVEYOir,- 4626.----- DATED: ____ 8!'.'d'3.-Q ,.:-.____~_ ~- JA ~ 1f.-=-~t~.1~\{::-:~ r. \~~=l~~. ) - "'"T'Wl-~i~r...... v .36'.9 iV/EAR,S" BO(j/-f:.Vl1fID OL[)[l~1/~ FL OR/D~l '(]~/(J77 (810) 805"~/17t/1 FAX (8!:J)8O/J~//.976 ~- ~.~ II~ 'r.,. <1<6 ,. '"" ","""<,~.....,.-- . .~ .. -,~..",_~___....._ ~' ~~-'v .. J'iJIAd, '~r I ..~~.""'" .,., i -II~" "17~ > ---"....,_. 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[11 \ :E I I I-,,:-C \ \ C3 )> I I OJ 1'1 I \ r.D I I I (,j Z \ \ !--'J ~ I I I li~ -~ " OJ I \ \ \ c;~ G; I I , It 1 I', --J p.. \ ~ ~, I 1& I N ~D l )) (Xl r'1 \ \ I L - J ~.o ,/ ~ ~ \ \ I trJm. ,/ / \ I (Q '" '" l \ WA fE[,LlNE EASEMEN f 0.1<. 7463, PG. 1961- (en -/4) , L "'_~ '" ./ ",-",/ _u _~__ _ ~ ___ __ ____ _ __ ~ _~____ ~i ~L- _______ SIOEWALK EASEMEN f O.R. 7093, PG. 1854 J '~1 P1 ?>----- .~ ...-...-,>--:7" ./'. Z LO '.D ui o (J1 +'-: r'1 COMMON DE fENTION Ar~EA 2 ~~~~~ DEED rf) ............... CJ) ~ " 50 0 ~ ~~ z ~ "" OJ '0 cJ 0_ rJ1 +'- ill ............... ~ '~ ~". ~ CJ) rr, 'i <9~ < ............... ............... o~ ~~ ............... ~ ~o -1.() fyf: Sf) // OJ 111 :> '.J~ . '1&, I < 'I '- / <t I rf') J> r.f) , -1 I ~ 'll r.f) 1 n r'1 Z -1 rll AJ '=.-:. L rTl o II ro .Co V-./......J ......J. ->oW (Dro# U1 rr: o '..J o z fJ) \ \\.. I \ !.... P.O.B.113 BEAr~ING REFERENCE LINE SOO'22' 42"W N 00.22' 42" E 772.17' 11,\" ':J.: ct ct z COACHMAN R/W ROAD 66' 1Il 'j) rj, o vi ~. 1" (...l (.3) (.3) ;.,., (.n. ~ p, > Y' ~ FOUND NAIL/DISC PINELLAS COUN1Y SURVEY S.E. CORNEr~ N.N. 1/4 SECTION 6-29-16 niE I.JNDEJ~SIGNE.O HE.i~mY CERllFIED TO: ALBERTSCt.fS,INC-, A CEAWARE C~CtJ ~LAW OfflCES OF a.F. (aIFF) GOOmEY, JI~, BOGIN, \AUNNS & MUNNS, 'NEall'S NURSERY, INC, A FLORIDA COI~POI~A nON. AND FlDEU fY NA nONAL n TLE iNSur~ANCE COMPANY OF NEW YORl< n1A f IrOS MAP OR PLAT AND n,E SUllVE'1' ON 'NHICH I T IS 3ASEDNE.i~E MADE IN ACCORDANCEM 111 niE "MINIMI";M STANDAI~D DETAIL REQUIl~EI.AE.N1S FOf~ ALTA/ACSM LAND nlLE SUI~VE'fS., JOINTLY ESTAllLISHED AND ADOPTED BY ALTA, ACSM AND NSPS iN 1999, AND ,NCLUDE.S ITEMS 1,3,4-,5,6,8,10,11",14, AND 1S OF TAllLE A niE.REOF, AND PURSUANT TO niE ACCURACY STANDAI~DS (AS ADOPT'ED iH niE ALTA, ACSM AND NSPS, IN EFFECT ON TI1E DA rED r)F nilS CmnF!CA nON) AND DiA T DiE POSI110NAL UNCERTAiN TlE.S r~ESIj111NG FiWM D'E SURVEY I.AEASUf~E\CE.N 1S MADE ON DiE SURVEY DO NOT EXCEED TIiE AlLOWAlllE POSlllONAL TOLE:~ANCE. FUi~ n1E.:~t,AOHE, n1E I.iNDE.HSIGNED cm llFlES n1A f HE HAS SURVEYED niE PROPE1HY HEREiN DESCf~;8E.D AND 111 A T 111IS SUf~VEYNAS MADE ON 111E GROUND, SHOWING ALL GAPS, GOI~ES OR O'~r~LAPS OF lHE PI~OPER1Y OR ON n,E PROPE.r~1f AS pm TIiE RECOI~D DESCI~IPllON, AND AS EVIDENCED BY n,E !30UNDAIH SUI~VE'1'. PAi~CELS 1, '2 AND j AS DESC:~IBED HE:~EON Aj~E CON T1GUOUS; FUI~ TI-\EI~, n1A T n-lE.:~E Ai~E NO ENC~~OACh'-4E.N 1S EIl1~E:~ WAY Acr~oss PfWPE:~ 1'1' L,NES, VISIBLE EASE'-4EN TS Ol~ :~IGH 1S-I)F -lVA'1' (EXCEP f AS NO TED HE:~E0N, IF AN'f). SULJ2AIA '. THE lONIr-.G rOi~ THIS SI rIS CC~~Ei~CIAL SETBACKS -FRONT 25' SIDE 10' r~EAR 20' TANGEN T =r--rS1-or~D--I~Ar~ING ___ ['-___.~[~ TA "_~ 5.22' ----=J.Q=Ir.:.....=-~_siif 35"21"W _..1...X::3't' 412J 8. 41 :_______J_5~ ~~~______lJ J~..]~)9'~__}_rll:?l.._J I F~~CDrlVC~~jT-- f( ~DJVi5:06'L[ ENG f~O. 29' .1 L-----C2--~-----~~~O~-d---.. 16.23' ("SE,', Al. ~ At}. .Vf'f'G:~ .. ... r. . Ll,l" PI~OfESSiGNAl L DA 1'ED: S E (~-rl 0 N 6 -rOWNS~1IP 29 Be~tCt?PY AvaUable BASIS OF BEARINGS DEED G I~AP f-IlC SCALE , ........ ........ ........ ........ ........ ........ ........ ........ , ........ ........ ........ ........ ........ ........ ........ , ........ ........ ........ ........ ........ ........ ........ , ........ ........ ........ ........ ........ ........ ........ , ........ ........ ........,........ QI? ........ ~. ........ ........ 0/1//;1 ................ VQ , Co ........ ........ , It/It/, 00 , ~I? " 0 ................ C-1( 0 ........ ........ ........ ........ ........ ........ ........ ........ 25 j 100 I 50 L ( IN FEET ) 1 inch = 50 ft. 1(" Uj;) 000 S (' 00 I? }- ,.0 G" / 11; C' ~~~~- --~--------_._- 200 ~ ........ , , ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ f 365.89' '-1 I en 0 ~ 10 I ::..u Pl l::..u I ! ~ iTl 0 " ........ ........ ........ ........ ........ ........ " () III ,...- iJ U IJJ' fTl 1:1 -J ~ lOr rD ^ UJ 5--,j o ~ r~. ~" ',/ /)0./ .~ & I - - .- - --- - - .- I .- - - - .- - -- -1 - - - - ~ - - I - ~ - - - -- - -l -' - - - - - - -l ~ - -- ~ - - - I - -.- - -- ~ '- I - - -- .-. -- - - I - - - - - - - I - - - - - - - -1 - - - - - - - I - -- -- - - ~ - -1 ~ - .- - - - - -1 - - - - -- - - I -- - - - - - - I 1 I I I I I I I I STEVE HILOABRAND I MAE CISSELL I LOUIS MASSAAD EUGENE f~EAMER ^LBERT .t DEUA GROPPER :~UDY GOMEl -1 - ;;'~~S-S~U~Tl- -1 - - ~ -,- -, ~ I -- I I I I LOT 1<:: I I 1931 OLD COACHMAN RD 1999 KINGS HWY 2700 8AYSHORE DI~. 11951 OLD COACHMAN :~Dl 1304 RIDGE AVE. I 1959 OLD CO^C~',MAN RD. 11~ ^UCILL^ PL^NT^T10N DR, I ~~g~r~'~~G~OP:~R I lOT 18 lOT 11 LOT 16 :J LOT 14 lOT 13 I LOT 12 I I I CLEARWATER, FL. 1 CLEAR'NAm~, FL. I BELLAif~ BCH, FL. I CLEARWATER, FL I CLEARWATER, FL I CLEARWATE1~, FL I GREENVILLE, FL I CLEA:~"~ATER. ~L: I I I I I I I I I I I I I LOT ., I LOT 6 I LOT 5 I I I I I I I I I I I I LO T 11 I lO T 10 I LO T 9 I LO T 8 I I I I lO T 4 I LO T .3 I LO T 2 I I I I I I I I I I I . I. I I I I I d'" I I I I I I I I SUN S E IT POI N IT E S r A IT ESP. B.I j 9 P G. I 6 7 I I I LwGEND I _.._----_._-----~.- B L 0 C K A P.O.C. = Point of Commencement F.I.f~. P.O.l3. = Point of l3ec]inninr] FPY (D) Doto per lJescription F.OY. ((\01[~) \01 eosu red IJ a t a ~', c~.' l.P ,'. _) Calculoted lJoto " :V1 PG.(s) ParJe (s) S.I,f~. O.r-t Official r~ecor d l300k lJ3 p.f3. Plat fJook PL..S. r~ r~od:l..Is C. S. /1 lJelto Anrjle CONC. lP Edc]e of PrJvement S/W r~/w r~;r]ht. of-,'Ioy ~ SMH Storm Se,ver \o1onhole J IW (~ M.E.S. \o1itered End Section 'NV LO.l3. fop of l30nk SS\o1H r O. S. Toe of Slope GV -twM = 'Noter \o1et er ()HW LIP == Lic]ht Pole > h\ rTl Tj };- GJ IJ1 . (Tl -~ tJ) r Tl ()lz 0-1 \ )' LORI SPORCK 4-601 F:~ESH\YiND AVE. TA~PA, FL. lOT 1 Found Iron r~od & Cop Found Pinched Pipe Found Open Pipe & Cop Perrnonent Control Point Found Concrete Monument Set Iron & Cop 1/2" L.S. #4526 Corporate Certificate Number Professionol Land SI...lrveyor Concrete Slob Concrete Side-.voi~ Centeri:ne D~:ve\'Iay 'Note' Voi ve Surito'l C3e,'Ier MO~'"o'e Cote \hive Overheorj l{ires ~re Hydront Asserllbly COMMENCE AT THE WEST 1/4 COf~NEr~ OF SAID SECTION 6; THENCE NOr~TH 89'50'54" EAST, ALONG THE EAST/,~~EST CENTEf~L1NE OF SAID SECTION 6, SAME ALSO BEING THE CENTEf~L1NE OF SUNSET POINT r~OAD (S.r~. #588), FOR 612.29 FEET; THENCE NORTH 00'09'06" WES T, FOR 50.00 FEE T TO A POIN T ON THE NOR TH r~IGH T -OF -WA Y LINE OF SAID SUNSET POIN T r~OAD, SAID POIN T ALSO BEING THE POINT OF BEGINNING; THENCE NORTH 29.25'29" WEST, ALONG THE Nor~THEASTERLY r~IGHT-OF-WAY LINE AT THE IN TEr~SEC TION OF SUNSE T POIN T r~OAD AND BELCHEr~ r~OAD, FOr~ 1 OJ. 25 FEE T TO THE POIN T OF IN TEr~SEC TION WI TH THE SOU THEAS TEr~L Y r~IGH T -OF - WAY LINE OF BELCHER ROAD; THENCE NOr~TH 34'48'24" EAST, ALONG SAID f~IGH T -OF - WA Y LINE, FO[~ 186.94 FEET TO THE POINT OF INTEr~SECTION WITH A CURVE CONCAVE TO THE SOUTH; THENCE SOUTHEASTEr~LY ALONG THE Af~C OF SAID CURVE, HAVING A r~ADIUS OF.Y "' FEE T, A CEN rr~Al ANGLE OF 46'03'16", Ar~C LENG TH OF 28.13 FEE T AND A CHOr~D BEARING SOUTH 78'1,3'14" EAST, FOI .7.J8 FEET TO THE POINT OF TANGENCY; dENCE SOUTH 55'11'.36" EAST, Fm~ 9.26 FEET TO THE POINT OF CUr~VA TUr~E OF A CUr~VE CONCAVE TO THE SOU THWEST; THENCE SOU THEASTEr~LY ALONG THE Af~C OF SA:D CUr~VE, HAVING A r~ADIUS OF 25.00 FEET, A CENn~AL ANGLE OF 55'02'JO", AN ARC lENGTH OF 24.02 FEET AND A CHOI~D BEAr~ING SOUTH 2'1'40'21" EAST, FOR 2.3.10 FEET TO THE POINT OF TANGENCY; THENCE SOUTH 00'09'06" EAST, FOr~ 2.14 FEET; THENCE NOr~TH 89'50'54" E,AC'T FOR 13.00 FEET; THENCE NOr~TH 00'09'('\6" WEST, FOR 10.J2 FEET TO THE POIN T OF CUr~VA TUI~E OF A Cur~v[ CONe TO THE SOU THEAST; THENCE NOr~THE. ',RL Y ALONG THE ARC OF SAID CURVE HAVING A RADIUS OF 25.00 FEET, A CEN Tf~AL i-\NGLE OF 90'00'00", AN ARC LENG TH OF oJ..},27 FEE T AND A CHORD BEAI~ING NOI~ TH 44'50'54" EAST, FOR .35,36 FEE T TO THE POIN T OF TANGENCY; THENCE NOR TH 89.50'54" EAST, For~ 5.46 FEE T; THENCE Nor~ TH 00'09'06" WES T, FOf~ 44.00 FEE T; TH ENCE Nor~ TH [39'50'54" EAST, For~ 6.3.00 FEE T; THENCE SOU TH 00'09'06" EAS T, For~ 44.00 FEE r; THENCE Nor~ TH 89'50'54" EAS T, 2.84 FEE T TO THE POIN T OF cur~VA Tur~E OF A cur~VE CONC,\VE TO THE SOUTHWEST; THENCE SOUTHEASTEf~L Y ALONG THE Ar~c OF SAID cur~VE, HAVING A RADIUS OF 15.00 FEET, A CEIJTHAL ANGLE OF 90'00'00", AN Ar~C LENGTH OF 23.56 FEET AND A CHORD BEAf~ING SOUTH 45'09'06" EAST, For~ 21.21 F~_ T TO THE POIN T OF TANGENCY; THENCE SOU TH 00'09'06" EAS T, For~ 230.00 FEET TO THE POIN T OF IN nJ~SEC nON WI TH 'HE AFor~ESAID r~IGHT-OF-WAY LINE OF SuNSET POINr r~OAD; THENCE SOUTH 89'50'54" WEST, ALONG SAID r~IGHT-OF-WAY LINE, //f--Of~ 285.98 FEET TO THE POINT OF BEGINNING, LESS AND EXCEPT THAT PORTION AS CONTAINED IN THE Or~IJEr~ OF TAKING AS FILED / IN OFFiCIAL r~ECOr~[)S BOOK 8312, PAGE ' 478, PUBLIC f~Ecor~DS OF PINELlAS COUN TY, FLOi~IDA, / I / / / / "J I" '- -- ,-- ~ --- - .- --.- ,- .h -. - --1 I JOHN .~ PA ffilCIA 1SAN TILAS I I 68 DUNN Sf. I CHIOPEE, 'J,A I ill I I 5 5 I I ~ -1 I I 0 --" I e- If) G'Ef?rIFIG'A rION' /, GUY D. flALE, TIlE SUNVEYOf? IN f-?ESPONSIBLE CflANGe; flENEBY C'ERTlFY TIIA T fflF SURVEY NEPNESEN fED IIEREON AND TIIA T SAID ABOVE G'f?OUND SURVEY AND SKETCfI Af?E A CCUf?A fE TO {fIE BEST OF MY KNOWLEDGE AND BELIEF. I FUR TIIEf? CERflFY TIIA T TfllS SUf-?VEY MEErS TIlE MINIMUAI rECI-fN/CAL STANDANDS IN .SECTlON 4/2.027, FLOf-?IOA STA rUfES (ON f?ULE Gt-IAPrEN S()!?V~F~ N r VA LID(1f.J. LESS.SEALED wrffl AN EMBOSSb.D 'J 1/ /J SfIEE{ rj , __l..,l~~ _ f( T;J.,lrt> G'U (!) fIAl,[Ljls j 4626 JOB NUMBE!?: 2000218 " -, " " " .P .::u < ~ SOU T~l, F~ AN GE /6 EAS-r, P/NELLA',5 E3 0 U N D A F~ \( S U F~ V E Y COUN-r\( , FLOF~IDA LEGAL DEscr~IPTION: A THACT OF LAND LYING WITHIN THE SOUTHWEST 1/4 OF THE Nor~THWEST 1/4 OF SECTION 6, TOWNSHIP 29 SOUTH, r~ANGE 16 EAST, PINELLAS COUN TY. rLor~IDA, AND BEING MORE PARTICULARLY DEscr~IBED AS FOLLOWS: COMMENCING A T THE WEST 1 /4 cor~NEr~ OF SAID SECTION 6 AS A paiN r OF r~EFEr~ENCE; THENCE Nor~ TH 89'50'54" EAS T, ALONG THE EAST - WES T HALF SEC TlON LINE, THE SAME BEING THE CEN TEr~LlNE OF S TATE r~OAD NO. 588 (SUNSET POINT r~OAD, A 100 FOOT r~IGHT-OF-WAY), 612.29 FEET; THENCE NORTH 00'09'06" WEST, 50.00 FEET TO THE Nor~TH f~IGHT-OF-WAY LINE OF SAID STATE f~OAD FOR A POINT OF BEGINNING; THENCE Nor~TH 29'25'29" WEST, TO THE EAST f~IGHT-OF'-WAY LINE OF BElCHEr~ r~OAD, A 110 FOOT RIGHT-OF-WAY, 10J.25 FEET; THENCE Nor~TH .34'48'24" EAST, ALONG SAID RIGHT-OF-WAY, 121'7.l8 FEET; THENCE SOUTH 58'46'47" EAST, TO THE WEST r~IGHT-OF-WAY LINE OF COACHMAN r~OAD, A 66 FOOT f~IGHT-OF-WAY, 94.66 FEET; THENCE SOUTH 00'22'42" WEST, ALONG SAID r~IGHT-OF-WAY, 1068.06 FEET; THENCE SOUTH .37"OJ'26" WEST, TO THE Nor~TH r~IGHT-OF-WAY LINE OF S TATE r~OAD NO. 588 (SUNSE T POIN T f~OAD), 25.11 FEE T; THENCE SOU TH 89'50'54" WE T, ALONG SAID r~IGHT--OF-WAY, l37.41 FEET TO THE POINT OF BEGINNING, LESS AND EXCEPT THAT Por~nON AS CONTAINED IN THE or~DEr~ OF TAKING AS FILED IN OFFICIAL REcor~DS BOOK 8312, PAGE 1418, PUBLIC f~Ecor~DS OF PINELLAS COUN TY, FLor~IDA. ALSO BEING DESCf~IBED AS THE FOLLOWING nmEE PARCELS: LEGAL DESCRIPTION: BECKETT LAKE PLAZA - PAr~CEL 1 A Tf~ACT OF LAND LYING WITHIN THE SOUTHWEST 1/4 OF THE Nor~THWEST 1/4 OF SECTION 6, TOWNSHIP 29 SOUTH, f~ANGE 16 EAST, PINELLAS COUNTY, FLORIDA, AND BEING Mor~E PAf~T1CULAf~LY DESCf~IBED AS FOLLOWS: COMMENCE A T THE WES T cor~NEr~ OF SAID SECTION 6; THENCE NOR TH 89'50'54" EAST, ALONG THE EAST/WEST CEN TERLlNE OF SAID SECTION 6, SAME LINE BEING THE CEN TERLlNE OF SUNSET POIN T r~OAD (S.R. #588), FOR 898.27 FEE T; THENCE NOI~TH 00'09'06" WEST, For~ 50.00 FEET TO A POINT ON THE Nor~TH r~IGHT-OF-WAY liNE OF SAID SUNSET POINT r~OAD, SAID POIN T ALSO BEING THE POIN r OF BEGINNING; THENCE CON TINUE Nor~ TH 00'09'06" WES T, For~ 230.00 FEE T TO THE POINT OF cur~VA Tur~E OF A cur~VE CONCAVE TO THE SOUTHWEST; THENCE Nor~THWESTEr~LY ALONG THE Af~C OF SAID cur~VE, HAVING A r~ADIUS OF 15.00 FEET, A CENTf~AL ANGLE OF 90'00'00", AN Ar~c LENGTH OF 2J.56 FEET AND A CHor~D BEAf~ING Nor~ TH 45'09'06" WES T, For~ 21.21 FEE T TO THE POIN T OF TANGENCY; THENCE SOU TH 89'50'54" WES T For~ 2.84 FEE T; THENCE Nor~TH 00'09'06" WEST, For~ 44.00 FEET; THENCE SOU TH 89'50'54" WEST, For~ 6.3.00 FEET; THENCE SOU TH 00'09'06" EAST, For~ 44.00 FEET; THENCE SOU TH 89'50'54" 'NEST, For~ 5.46 FEET TO THE POIN T OF cur~VA TURE OF A cur~VE CONCAVE TO THE SOUTHEAST; THENCE SOUTHWESTEr~LY ALONG THE ARC OF SAID CURVE, HAVING A r~ADIUS OF 25.00 FEET, A CENTRAL ANGLE OF 90'00'00", AN Af~C LENGTH OF 39.27 FEET AND A CHORD BEAr~ING OF SOUTH 44'50'54" WES T, For~ 35.36 FEE T TO THE POIN T OF TANGENCY; THENCE SOU TH 00'09'06" EAST, For~ 10..32 FEE T; THENCE SOU TH 89'50'54" WEST, FOR l3.00 FEET; THENCE Nor~TH 00'09'06" WEST, For~ 2.14 FEET TO THE POINT OF cur~VA Tur~E OF A cur~VE CONCAVE TO THE SOUTHWEST; THENCE Nor~THWESTEr~LY ALONG THE Af~C OF SAID cur~VE, HAVING A r~ADIUS OF 25.00 FEET, A CENTf~AL ANGLE OF 55'02'JO", AN Ar~c LENGTH OF 24.02 FEET AND A CHORD BEAr~ING NORTH 2'1'40'21" WEST, FGr~ 23.10 FEET TO THE POINT OF TANGENCY; THENCE Nor~TH 55.11',36" WEST, For~ 9.26 FEET TO THE POINT OF cur~VA Tur~E OF A cur~VE CONCAVE TO THE SOU THWES T; THENCE Nor~ THWESTEr~L Y ALONG THE Ar~c OF SAID cur~VE, HAVING A f~ADIUS OF .35.00 FEET, A CEN Tf~AL ANGLE OF 46'03'16", AN Af~C LENG TH OF 28.1.3 FEE T AND A CHor~D BEAf~ING Nor~ TH l8'13'14' WEST, For~ 2l..38 FEET TO THE POINT OF INTEr~SECTION WITH THE SOUTHEASTEr~LY r~IGHT-OF-WAY LINE OF BELCHEr~ ROAD; THENCE Nor~TH J4'48'24" EAST, ALONG THE r~IGHT-OF-WAY LINE, For~ 5.38.68 FEET TO THE POINT OF INTEr~SECTION WITH A cur~VE CONCAVE TO THE NORTHEAST; THENCE SOUTHEASTEr~LY ALONG THE Ar~c OF SAID cur~VE, HAVING A r~ADIUS OF 25.00 FEET, A CENmAL ANGLE OF J'1'11'55", AN Ar~C LENGTH OF 16.2.3 FEET AND A CHOHD BEAr~ING SOUTH .36'35'.39" EAST, For~ 15.95 FEET TO THE POIN T OF TANGENCY; THENCE SOU TH 55'11'.36" EA T, For~ 114.98 FEE T; THENCE NOR TH J4'48'24" EAS T, For~ 126.99 FEE T; THENCE Nor~ TH 55'11'.36" WES T, For~ 4.00 FEE T; THENCE Nor~ TH 34'48'24" EAST, For~ 47.50 FEET; THENCE SOUTH 55'11'.36" EAST, FOf~ 56.70 FEET; THENCE SOUTH 89'3/'18" EAST, For~ 87.89 FEET; THENCE NGf~TH 8'1'24'39" EAST, FOR 49.06 FEET TO THE POINT OF INTEr~SECTION WITH A CUf~VE CONCAVE TO THE Nor~TH; THENCE NORTHEASTEr~lY ALONG THE Ar~c OF SAID cur~VE, HAVING A r~ADIUS OF 25.00 FEET, A CENn~AL ANGLE OF 23'.34'41", AN Ar~C LENGTH OF 10.29 FEET AND A CHor~D BEAr~ING Nor~TH l8'.35'21" EAST, For~ 10.22 FEET TO THE POINT OF INTERSECTION WITH THE WESTEr~LY r~IGHT-OF-WAY LINE OF COACHMAN r~OAD; THENCE SOUTH 00'22'42" WEST, ALONG SAID r~IGHT-OF'-WAY LINE, FOR 102.1l FEET; THENCE SOUTH 3'1'03'26" WEST, For~ 25.11 FEET TO THE Nor~THEr~LY r~IGHT-OF-WAY LINE OF AFor~ESAID SUNSET POINT r~OAD; THENCE SOUTH 89'50'54" WEST, ALONG SAID r~IGH T -OF - WAY LINE, For~ 451.43 FEE T TO THE POIN T OF BEGINNING, LESS AND EXCEP T THA T POR TION AS CON TAINED IN THE or~DER OF TAKING AS FILED IN OFFICIAL r~Ecor~DS BOOK 8.3.12, PAGE 14l8, PUBLIC r~Ecor~DS OF PINELLAS COUNTY, FLor~IDA. LEGAL DESCRIPTION: BECKETT LAKE PLAZA - PAr~CEL 2 A mACT OF LAND LYING WITHIN THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4 OF SECTION 6, TOWNSHIP 29 SOUTH, r~ANGE 16 EAS T, PINELLAS COUN TY, FLORIDA, AND BEING Mor~E P Ar~ TICULAf~LY DESCRIBED AS FOLLOWS: ';1\. '): SCf~ I fJ rlON ^ ,.( : ,J /I, I ^ "J ^ ~~ c;~ ~ t :: -<.' i\ TRN~r CF LAND L'flNG 'MnilN THE SOunnVESf 1/~ OF HiE NORTH'h'EST 1/1 OF SEcnON 6. rOVvNSHIP 29 '50UTH, f~l\NGE 16 EAsr, PINfLlAS COUN TY, FLORIDA ,\NO BEING MCf~E PAf~ nCULM~LY OEscr~IBED AS FOLLO'ltS: CCMMENCE A r THE "rES T 1 /,~ CORNER OF SAID SEC nON 6; THENCE NOR TH 89'50'54" EAS f, ALONG THE EAS T /,,^'ES f CEN fERLlNE OF SAIl) SEe nON 6, SAME ALSO BEING fHE CEN TERLlNE OF SUNSE f POlN T ROAD (s. R. #588), FOR 1.364.24 FEE f; THENCE NOR fH 00'22'1-2" EAS T, ,'LONG THE SOU THERL Y EX TENSION OF THE 'IVES TERL Y RIGH T -OF - WAY LINE OF COACHMAN ROAD, FOf~ T12.11 FEE T fO HiE POIN T OF BEGINNING, SAID POIN f ALSO BEING A POIN f OF IN TERSEC nON 'M TH A CURVE CONCAVE TO niE NCf~ nWw'ES f; rHENCE SOUTHWESTEI~LY ,"LONG fHE AI~C OF SAID CURVE. HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE OF 2T34'11", AN ARC LENGTH OF 10.29 FEEf AND A CHORD BEARING OF soun~ l8"..35'21" WEST, For~ 10.22 FEEl'; n1ENCE SOUfH 8'1'24'.59" WEST, FOI~ 1-9.06 FEE T; THENCE Nor~TH 89'31'18" WES f, FOR 87.89 FEE f; THENCE NOR TH 55'11'36" 'NES T, FOR 56.70 FEE f; fHENCE SOU fH 34?..d48'24" 'NES T, FOR 4'1.50 FEE f; niENCE SOU TH 5.5'11'.36" EAS f, FOR 4.00 FEE T; THENCE SOU fH .3f~':1-8' 2f' 'NES f, FOR 126./]9 FEE f; THENCE NOR fH 55'11'36" VV'ES f, FOf~ 114.98 FEE T TO THE POIN f OF CURVA TURE OF A CURVE CONCAVE TO fHE NOR rHEAS T; rHENCE NOR fH\\'ES TERL Y ALONG fHE Ar~c OF SAID CUR\/E, HAVING A RADIUS OF 2.5.00 FEE T, A CEN TRAL ANGLE OF 37'11'55", AN Ar~c LENGTH OF 16.2.3 FEET AND A CHOf~D GEARING Nor~TH .36'.35'.39" 'NEST, FOR 15.95 FEET TO fHE POINT OF IN lERSEC nON 'M fH THt SOU fHEAS rEr~L Y RIGH f -OF -WA Y LINE OF BELCHER ROAD; THENCE NOR TH 3,1-.48'21" EAS T, ALONG THE RICH L, OF - 'tV,,, Y LINE, FOR .552.16 "Ef. T; THENCE SOU TH 58'16'41" [AS T, ALONG THE SOU fH'NES lEr~L Y r~IGH T - OF- WAY LINE AT THE INTEHSECnGN OF BELCHEr~ HOAD AND COACHMAN ROAD, FOH 91.66 FEET fO A ?OI~H ON fHE '/y'fSiERLY RIGHf-OF--W,'\Y LINE OF COJ\d1Mt,N ROAD; THENCE SOUTH OO'22"~2" WEST, ALONG 5AiD r~IGiil-OF-'NAY UNr:-. FOR .565.39 FEE f 10 THE POINT OF BEGINNING. CONr,,,,NING: 10j212 SQ. Ff. OR 2.J} ACRES MCI~E OR LESS II BlJ\NKE r" ENCUM8PANCES!EASEMEN rs: OH. BOOK 6'181, FAGE 1126. (8Y ACCESS EASEMENT lAND COMMON DEfENTION AREA J) SCI1EDUL€ 8.11'-/88 OR. SOOK 1875, PAGE 2359. (PARCEL I) SCIIEWLI! 8ll Iii 8. O.R. BOCK l8l51PAGE 236-" (PARC€L/) SClIE{)IjLE8U '88. OR BOOK 6901, PAGE \541. (BY COMMON DETENTION AREA J) SCHEOULE BillO GUY fl/-1LE LAND 5lURVEYlNG fLi+~ \C-' f 1 \~=~--, 36,9 MEA RS BOULEVARD OLDS/1/!,llfl, FL Of?IDA (]/1677 (81:J) 855-L171LI FA/r (BI:J) 85.5-/1976 I ,,~ ,/ ,~ , '~. . . F~lE :ft,srn-O~~ 2 D D SITE P PP VED CASE :# - '?- 12- CASE TYPE '? DRC DATE () COB DATE ;fjji. SIGNATUR~ JM~ DATE (p I SOUTHEAST: CORNER OF BELCHER RD & MONTCLAIR ROA~ ~ ITY OF LEAR ATER .#I'r LEGAL DESCRIPTION ,.1'(;1; , '.',,;,lo'.; ". LEGAL DESCR,IPTION: BECKETT LAKE PLAZA - PARCEL 3 -SUBJECT SITE A TRACT OF LAND LYING WITHIN THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4 Of SECTION 6, TOWNSHIP 29 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE WEST 1/4 CORNER OF SAID SECllON 6; THENCE NORTH 89'50'54" EAST, ALONG THE EAST/WEST CENTERLINE OF SAID SECTION 6, SAME ALSO BEING THE CENTERLINE OF SUNSET POINT ROAD (S.R. #588), FOR 1364.24 FEET; THENCE NORTH 00'22'42" EAST, ALONG THE SOUTHERLY EXTENSION OF THE WESTERLY RIGHT-OF-WAY LINE OF COACHMAN ROAD, FOR 772.17 FEET TO THE POINT OF BEGINNING, SAID POINT ALSO BEING A POINT OF INTERSECllON WITH A CURVE CONCAVE TO THE NORTHWEST; THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE, HAVING A RADIUS OF 25.00 FEET A CENTRAL ANGLE OF 23'34'41" AN ARC LENGTH OF 10.29 fEET AND A CHORD BEARING OF SOUTH 78'35'21" WEST, FOR 10.22 FEET; THENCE SOUTH 87"24'39" WEST, FOR 49.06 FEET; THENCE NORTH 89'37'18" WEST, FOR 87.89 FEET; THENCE NORTH 55'11'36" WEST, FOR 56.70 FEET; THENCE SOUTH 34'48'24" WEST, FOR 126.99 FEET; THENCE NORTH 55'11'36" WEST, FOR 114,98 FEET TO THE POINT OF CURVAlURE OF A ClJIllVE CO~C~VE TO THE NORTHEAST; THENCE NORTHWESTERLY ALONG THE ARC Of SAID CURVE, HAVING A RADIUS Of 25.00 FEET, A CENlRAL ANGLE or 37'11 55 , AN ARC LENGTH OF 16.23 FEET AND A CHORD BEARING NORTH 36'35'39" WEST, fOR 15.95 FEET TO THE POINT Of INTERSECllON WITH THE SOUTHEASTERLY RIGHT- OF-WAY LINE OF BELCHER ROAD; THENCE NORTH 34'48'24" EAST, ALONG THE RIGHT-Of-WAY LINE, FOR 552.16 FEET; THENCE SOUTH 58'46'47" EAST, ALONG THE SOUTHWESTERLY RIGHT-Of-WAY LINE AT THE INTERSECllON Of BELCHER ROAD AND COACHMAN ROAD, FOR 94.66 fEET TO A POINT ON THE WESTERL Y RIGHT-Of-WAY LINE Of COACHMAN ROAD; THENCE SOUTH 00'22'42" WEST, ALONG SAID RIGHT-Of-WAY LINE, FOR 365.89 FEET TO THE POINT OF BEGINNING, LESS AND EXCEPT THAT PORTION AS CONTAINED IN THE ORDER Of TAKING AS fiLED IN OFfiCIAL RECORDS BOOK 8312, PAGE 1478, PUBLIC RECORDS OF PINELLAS COUNTY. FLORIDA. i " > , .. , UTILITIES lUEPHONE: CITY OF ClEARWA lER 100 SOUTH MYRllE ClEARWA lER, FLORIDA 33756 (727) 562-4798 CONTACT MR. DON MALONE VERIZON FLORIDA, INC. 1280 E CLEVElAND - MAILCODE FLCW 5033 CLEARWA lER, FLORIDA 33755 (727) 582-1132 CONTACT: MR. MIKE CLARK WA 1ER a SEWER: ELEClRIC: flORIDA POWER CORPORA 11 ON 2188 PALMETTO STREET CLEARWATER. FLORIDA 33785 (727) 582-5858 CONTACT MR. GARY HAIRE ClEARWATER GAS 400 MmllE AVENUE NORTH CLEARWATER. FLORIDA 33755 (727) 582-4900 CONTACT: MR. TOM ROBERTSON 11ME WARNER COMMUNICA l10NS 11500 9TH STREET NORTH ST. PETERSBURG, FLORIDA 33718 (727) 579-8800 CONTACT: MR. DON ANTHONY GAS: CABLE: [p> [Fa (Q) JJ~ (g lJ 1M (Q) D (0) (o)c(o)~ ~ , VlCI'N~TY MAP PERMITS ,.'-'J..' '. CITY OF CLEARWATER COMMERCIAL REVIEW APPROVAL SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT (LETTER OF MODIFICATION) FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (WATER PERMIT EXEMPTION) FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (SEWER PERMIT) MONTCLAIR RD - CR 584 '.' ,., SITE SUNSET PT. RD Q AX ~ 2 C ~ o FLORIDA INDEX OF SHEETS: COVER SHEET EXISTING CONDITIONS &: DEMOUTlON PLAN C-1 C-2 C-3 SITE GEOMETRY &: UTILITY PLAN C~. -6fb\DfffG. -ac--DRAfNAoc-PLAN G S '" ~~ U. ,";1,. ~.. eL , C'T!\'T " 'oj i 1"\ I ,.) ~u.___.. """~'"\""" "-:,~,.-,;"""',"d"""'I",,.."'n.....~;._.... ",'.t""'i'I~"::m."_..,,,..,,,.,, ;';"" \/ .\ "'''"' r'; ! ~.~, r\~~) t_t ~.., " ~.," ' S ;;~-i 7~ 2611\ . I t; L. C-8 LANDSCAPE PLAN'''-.'''- C-9 IRRIGATION PLAN"2""CN' P 1 P li E C PLAN . ~ [ \ I,,' II 1~=" 1"\ ~ I,. I ; - PREPARED Desi n Service LANDSCAPE ARCHITECT SURVEYOR PREP ARED FOR: HORTUS OASIS ALBERlSONS, INC. 250 PARKCENTER BLVD. P.o. BOX 20 BOISE. IDAHO 83726 (208) 395-6408 GUY HALE LAND SURVEYING 369 MEARS BOULEVARD OLDSMAR. FLORIDA 34677 (813) 855-4714 FAX: (813) 855-4976 1425 BERKSHIRE AVENUE WINTER PARK. FLORIDA 32789 (407) 622-4886 FAX: (407) 622-4887 E-MAIL: spategasOhortusoasls.com CONTACT: STEPHEN PATEGAS.ASLA 362A SOUlH GR TS LONGWOOD. ~OIDA' '. (407) 331' .... ':.,~Fj7~:\ FAX: (407) 260-041i~;" E-MAIL: deslgnservlcegroupOei'i CONTACT: RONALD HENSON I CONTACT: GUY HALE , CONTACT: DEBBIE MARKER ,. cS' . '=-~<9- - -I- --- - .-----............ PARCEL 1 BLANKET WATERUNE EASEMENT OVER PARCEL 1 O.R. 6869 PG. 1186 ZONING COMMERCAL LEGEND P.O.C. .. Point of Commencement P 0 B .. Point of Beginning . ~'P.cl' = Data per Description M = Measured Data = Calculated Data PG.(s) = Page (s) 0.1t. = Official Record Book P.B. = Plat Book R = Radius I!. ... Della Angle EP = Edge of Pavement RIW = Right-of-way SMH = Storm Sewer Manhole M.E.S. = Mitered End Section T.O.B. = Top of Bank T.O.S. = Toe of Slope WM = Water Meter LIP .. Light Pole F.I.R. = Found Iron Rod c!c Cop F.P.P. = Found Pinched Pipe F.O.P. = Found Open Pipe c!c Cap P,C.P. = Permanent Control Point F.C."'. = Found Concrete Monument S.I.R. = Set Iron c!c Cop 1/2- LS. 1462 LB = Corporate Certificate Number P.L.S. = Professional land Surveyor C.S. = Concrete Slob CONC. = Concrete Slw = Sidewalk <l = Centerline DIW = Driveway WV = Water Valve SSMH = Sanitary Sewer Manhole GV = Gate Valve OHW .. Overhead Wires FHA - Fire Hydrant Assembly ~ ~ ~ ~ 8 T I I I I I I I I <<t?,9. I 'It" ^ --to I I '~I19 : I~ :J I ~ _~ I eS'<.t6'otj I ~ I 6'.1' cS' .~ II E)flst Gror~.1'lni$t Gfat~ 63.22 \ I'nllmt fiD,7.t. I eS'.1' ',j>> '-b \ I eS'.;- eS' . \1' --_._-"-----, -'~ 6'". .> " - .=- 6J" ,.,-- . - -.L-- -=:J-"'~ 6'.1' I ",,' ~ I ~~. I cS'.;- 'e. '6',j> ;p I EXIITIC r WAlIR ~ r--!l.--\ <1> .. 'a. + +6'~ - ,- LOT 14 lOT 13 6'". 6'". .~ ."..... Optional Post Positions Principle Past Position (Canted 20. Toward Flow) SECT/ON Past Options: Woad 2 1 /2" Min. D. Woad 2. x 4- Oak 1 1/2. x 1 1/2" Steel 1.33 Lbs/Ft. Min. TYPE UI so. T FENCE PROTECTION AROUND DITCH BOTTOM INILETS 6' Max. Filter fabric ( In Conformance wIth Sec. 985 fOOT Spec.) TY1>E In SILT FENCE / =(-~ \\ ~', ~~ '\\ ~"\ "- ~ ~-~"" ",- "\ ~ "",- ''t:o Cl' ....... '~'-''-'''-' ~ ~'b '~"'>"""""'" \ \ \ ~~ ~ 0-~" ~ '"" \ \ \~: N36~Q~39-"'Jf~ " "~ .,...~~..,..,... \ :37.11'5~,-.." ~" \ C .'5.95' '-~ "" \L ~ 6.23', ~{'.. ~ : 5. 00 ~ (~ ""'.' / / " IS .I?' .,; ~ , ~ , !! If "'-, / ~-~ ~- \\ '\"" .. _;II / ~ ~o \'" / /( ~,!~ ~ ~)f~ '. I //.. ~ ~;> ':~ <1> \ '- xl < I /~a 6J~~ tct~ ~ ;.\\~ 7h'7 0,;'< /1~f / /Y"<S>". .p p.G .... ,--:J '<1J,~<(J ~~~~~ y~ '-. t It ~~> f ~~ ~ ~. .~ Exilt. Gral,. Inlet 12 Grote 63.89 " Illy. 61.19 N Iny. 81.199' V' .~ I co ~~ 6'". '61~l:1 'r~ <S>". .{> ''V<S>". ~~ ~ ;><1> , -fJ'J' ~ <l{.,,,,<> " '<, cS'-!} ... -b' 6''''~'-'_ 'Ill ...... ". , '<9.p 6',j> <toPeS'". cS'".'-..::~ IS' ''''> 'cS'> b :2 ~ irJ ELEY AT/ON Note: Slit Fence to be paId for under the contract unit price for .taked Sill fence ( LF ), TYPE 1// SILT FENCE TYPE III S1L T FENCE NOTE: SPACING FOR T'YPE 10 FENCE TO BE IN ACCORDANCE .TH CHART I, SHEET 1 OF 3 AND DITCH INS'ALLA TlONS AT DRAINAGE STRUCTURES SI-IIEET 2 OF 3. EROSION CONTROL DETAIL (FOOT INDEX #102) + <l'cli' '0> ", ASPHALT "- PARKING ". 6'6' '6'". SAW CUT EXIST. EDGE OF PAVEMENT (SMAU. DARK DASHED UNE) ASPHALT PARKING 6'cS' '6(, + "'> eS'cS' 6'eS' f)'-o .~'" eS'cS' .~ .~ la 6',j> 6l'oj"'6' -~l e I ,~"t:.'" ~....- 6'(\' I ~-~ <l'<!'~6'Q'},o - 'S; . N~( ~ .. 6''''r~.i lar ~ e. 6'eS'eS'eS' iii - ~ '1.~'> ~ I :cI; I ...{ 1 ~ I 6'er +6ll~ ~.... 6(r}' . Exlllt. Grat,'''fn el CO Crat. Iltl.D - Iny. 63.~ ~ L..' + cS',j> ''''". ~ ~ ~ ~ ~ ~ ~ ~ ~ 6(r ~ '6' .> '.0.. .~ 'f.i'. 'fa .& 'J' '.~_ '6' 'e. ~ ". ~ 0 V 0 IS' '" ~ " ~ 6(r ~ ~ 6(r ~ ~ - ~ 6(r 6(r 6(r 6(r ~ ''''6' '6'6' '6'", 'cS',9 .cS',9 '-t,. f1- 'cS'". 'cS'> .~ '~ .>> '>cS' B + eS'<t ~ lOT 12 +", ~<9.p ....- 6'6' 6'6' '<ts- ''''.;- <l'6'UC .~ eS'eS' 6l '61 ~ ~ .~ J.l~' &; f;;~~, i<'l"f~ 1l>1#t h~~# at>, 75 lm., ~2.. 1.5 is' .~ + eS'". ',9.1' + cS'''' ''''". +cll ~J'. '", + 6',j> 'o!l", --- --- l -< 'e. - (1 ~Istlng S~~ftary M \----- _ Rim = 66.71 _ ""Tr\Y. ==-SO.GTE". Inv. = 61.64 NW ----- - +" ~.. u.:> + _6',j> ."'~ 1- - LOT 11 +8- ~ '\S ~ j) 9 \~ J 6'~ -- .,} 0 .. ~ \~Ol cS'> 6'.> \ ~ I MHO ...~ ::L I .\- fLOT 61er> '~ MIlO + ~ '>.1' i . + nitary MH Rim = Inv. = 60.95 E. o 1cS'~~ o (Sl ~\D7 ~<:9 JcS'6'- '>. ,. ,'" ~~ / ~ MIlO \ . MHO -\- I 6'. ,- ~~ LOT 21e. \6'0> - t;;- _L~ ~ I '6'0> MIlO~ . _.. <l'<?~o i I I ~ .~ LOT 3 Existing Sanitary MH ~ ~ /cS'~~+ -\ 1- 6'> 16'1 or 5 'eS',. ~ EROSION AND SEDIMENT CONTROL NOTES 1. SEDIMENT BASINS AND TRAPS, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. 2, ALL SEDIMENT CONTROL MEASURES ARE TO BE ADJUSTED TO MEET FIELD CONDITIONS AT THE TIME OF CONSTRUCTION AND BE CONSTRUCTED PRIOR TO ANY GRADING OR DISTURBANCE OF EXISTING SURFACE MATERIAL ON BALANCE OF SITE. PERIMETER SEDIMENT BARRIERS SHALL BE CONSTRUCTED TO PREVENT SEDIMENT OR TRASH FROM FLOWING OR FLOATING ON TO ADJACENT PROPERTIES. 3. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOil STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN UNDISTURBED FOR LONGER THAN 3D DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THA T ARE TO BE LEFT UNDISTURBED FOR MORE THAN ONE YEAR. 4. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCK PILES SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. 5. AFTER ANY SIGNIFICANT RAINFALL, SEDIMENT CONTROL STRUCTURES WILL BE INSPECTED FOR INTEGRITY. ANY DAMAGED DEVICES SHALL BE CORRECTED IMMEDIA TEL Y. 6. SEDIMENT WILL BE PREVENTED FROM ENTERING ANY STORM DRAIN SYSTEM, DITCH, OR CHANNEL. ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT-LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT fiRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. 7. PERIODIC INSPECTION AND MAINTENANCE OF ALL SEDIMENT CONTROL STRUCTURES MUST BE PROVIDED TO ENSURE INTENDED PURPOSE IS ACCOMPLISHED. THE DEVELOPER, OWNER, AND lOR CONTRACTOR SHALL BE CONTINUALLY RESPONSIBLE FOR ALL SEDIMENT lEAVING THE PROPERTY. SEDIMENT CONTROL MEASURES SHALL BE IN WORKING CONDITION AT THE END OF EACH WORKING DAY. 8. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PUBLIC ROAD SURFACE WITH CURBS AND GUTTERS, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROl DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. 9. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED. DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. Anchor Boleti Wilh 2 - 2- x 2. . 4' Stakes Per Bale. --8-- Dit~ Iiiid; Curb .k Gull... _ _ _ __ Curb .k CuUe PARTIAL INLET COMPLETED INLET DITCH BOTTOM INLET (FOOT INDEX '102) MOlE: CLEAN EXISllNG STORM INLETS AND CULVERTS ONSlTE OF ALL DIRT AND OlliER MATERIALS. I .~ ~ , \1',,-- >0 .~ +>. C?cS' :,;> --- --~ LOT 10- LOIT - I BLOCK A 110 N I N G RES IDE N TI' A L s tJ N SET P jO I N T EST ATE S P, Et 3 9 '( , t cS'> LOT 8 '~o P G. 6 '7 11I110 ,- - LOT 1 LOT 1 BLOCK C iJ ;--' , C-; H I: ~" _.J ni~i; ~... ~ n ~!!.!I.. i,~': . ~ ;;~Iid;~i _lIt if I II It; t', Iii Ii Ii ~ Ii Ii II! L,:, ~~5 5~~~~ ~ .... ......~l')n!2...... t-.. ~S~'~~~~1"' 8o,~~a~88~ ~ E) a::: < 3J a::: Q. z <( -.J a.. Z o i= -.J o ~ w c ~ Ul Z o i= - c z o u C) z i= Ul - X W . C".....) ~ ) ..( .... .... ;::j <=> $-..c c:...::> CJ....) C,.,.) -E <:1..) ~ · ....--c '-'::> CJ....) ~ 0 '\' ENGINEER --;1" . ,> , , . 0'. " DATE SCALE SHEET r. ~r..".. ..... ~' ~~ l q ~ CO t.i~ C\l ~Q:i ~ (:) ~~(:)~ ~ ..~ C\l CO ~~><~ ~ ~~~S ~ ~~ti . Q:j~~~ ~~ ...-. ~(:) ~ ~ '""" QJ (:) ~ rtJ ~ ~ ~ 5~ ~~ ~~ ~ ~ ~ ~ O~ ~~ ~~ '~ .~ ~C3 0> c :E 'E Q) ll... 9 c ~ c 2 '> c w . of- Q) C ~ .f; .c t o Q) @) 0. ::J 2 0> Q) U .~ Q) '" c 0> 'Vi Q) "0 '0 ~ I W IX) "- '<t 9 o -0 C\I R o ~ ~ u.. 0> C '1:: Q) Q) C 'Q C w 0> c += '5 '" c o U o tu~ WN 0:::('1) l/;<( 1-0 z- <(0::: 0::0 ~ii IO ~O 00 V>s: <(~ NZ ~O -I ('f) "- "- ("I) I . 0> C 'c C o ll... j!! V; ("I) ("I) ;::::- ~ Qj c ".' 0 .c ll... 00048G SEPT., 2000 1" = 30' C--2 _. ..... LlI.. IMII'MY ..... ---. S' -8- 2"-8- T SYMBOLS LEGEND DESCRIPlION ~RED ~~ LEGEND RED SITE DATA ITEM NQ -= , L, ~- ( "'I ~ f!! II! f!! ' '.. II ~., ',' , !':i~:: 8 ~ II: " :~,1 ~ ~~~ hJ i"~ ~~, : ~ ~:: II~, ~~,~~ (:,./: : It: I ~ ~ ;II,';~: ~:' " Inn!ll, ~~, (, ." /" 1IERIIO tII1E If I ~ =x UN __ uti!: k DCUI.E I!ft\tCZ LAmw. ~ INU B\1eI: LAlIRN. SNlTARY UNfJfCllE a.uHlIUT ... MAIN .. ClINC ENCAIDlENT 1 IJlT ITA1IClN ~ AlICE IIMf WAD .... PIlE H'/DIWIT -.Y ILOID'F VAL" AND C I VAL" _ - ~ IJCll8I: WADI!ft\tCZ W/III1IIlI ... -..: IDVICI: W/__ 'S TA. TiMtNt OF d~tENT: " t. ~ P.O.C. - Point of Commencement P.O.B. ... Point of Beginning (OJ = Data per Description M = Measured Data C = Calculated Data PG.(s) = Page (s) O.It. = Official Record Book P.B. = Plat Book R = Radius I!. = Delta Angle EP = Edge of Pavement RIW = Right-of-way SMH = Storm Sewer Manhole M.E.S. = Mitered End Section T.O.B. = Top of Bank T.O.S. = Toe of Slope WM = Water Meter LIP - Light Pole F.I.R. = Found Iron Rod c!c Cap F.P.P. = Found Pinched Pipe F.O.P. = Found Open Pipe c!c Cap P.C.P. = Permanent Control Point F.C.M. = Found Concrete Monument S.I.R. = Set Iron c!c Cap 1/2" L.S. '462E LB = Corporate Certificate Number P.L.S. = Prafessional Land Surveyor C.S. = Concrete Slab CONC. = Concrete S/W = Sidewalk <l = Centerline o IW = Driveway WV = Water Valve SSMH = Sanitary Sewer Manhole GV ... Gate Valve OHW 0= Overhead Wires FHA - Fire Hydrant Assembly !:~ ~~~~!~~};~~~t:~t~~~it ~o it) HindlaiSi'li an d Post; Se~ Detl.ii lilllti~tilf!t1f'~~j 3023 4~~)VhlteStHp.ttg ~024 ~t.Whi~st~ipiri~ ..... 4: iii i;;!~j.S~'~~'cr,,",s&jpiiji @ 5' &... ()616i, y.~.. .' J034l 303.1 J03# 3040 . 3041 .... }iij)e Boll8td~ See Detsi,l '. .'. '. ~04i )(;43 J6S4J 3651 30SS hS6 ~~~7 ~080 iil ti Poly. W ater S~rvice Tu bing . . . A~I>t.C~.NTPj{OPOS~ lijDtVELO~.A. ~(jgridN . Qr PAItCEL 3 BY CdN~TRtJctiN~ A '., f~:l~i~fN~l(~t~~~,~T:~;1~~f~fN~~~1tt~ ~~N~*~l1~~S:O :~~#~~ ~ A~~ .... S.i\Ni1",lty. ~E\YER Aj\lD $tOR..M W"TEit l.iANA.G wENtr AClLltJ.~ PREvIOtIsi',.YGO NSrlUJc:TEI . JjV;T~E.sii(jpp~q ~~tEi( 1<1 ~E~YEPARC~Li.#LI)il~);\vAYAC~~S wilt BE FRtii\.i INttiUoR SI;iOPPING CENTERDRWES. NOT ADJACENTPUBLlC RoADWAYS. .... ik~rlf.ldi6~tNG: S TOR .,.TE LETTER' ~[ JWHITE LETT~ ,~NTE~ :TE " ..., :.' . . ~ NlS RED ~~ ~ . 2. : . j; I ..1E REPLECn\l: 1RAFFIC PAlm ~ CH.ORINAlED RUlER AIJ('d). FS ,"-P-115, T'IPE I lRAFFIC ARROW N1S 30"x30" HIGH INTENSITY STOP SIGN (Rl-1) PER MUTCD. Co Mi\ttitdAL (q '" . -'. . .. . iU.207 sF';' t:J7Acit! SIGN (R5-1) PER MUTCO. " . ." . . . . "'. . . . ~htARfAi -. " "'~""~''^',<'' ~<~:~ ~ ~ DO NOT ENTER SIGN '^ ~"_.. "~ ~~ N1S '.....:::-- '" "^~""''^-."" -....""-.,.,,.. ~~ ~ / ""'.~" '.', ~ ". ~ ~.. -. < - /'~ ',,, ;) '" "'. '-':::~ ~ . ~ \.J ~"" " " """"' """" . "':'''' ~ ,'i '\" ~ ~" '" ',,- '" '" '"" ~ ~ \\ \",~~,.,,--~ ~~: -...:~",,' '. "..,,-")Y'~~~; , \ X :::.~~,~\."~~" '" ,'~ (i~""...,,,-. ~~~. "'''''''''''' ""........,'.., <:::> ,,~'''~ · 5 00 'rJ "'" I / , "~"', / , " " ('O;f,~"'v",'~".,. , ~ .. (, 1(>.. / / ~~ //''''''''.h" ~~ I~"""'''','''''", ~ "" ~'l). </.4'k ~ ;/ .,"'<"/1, " , ~ ~ ~ ~ li/ '~.."""''''~.,, ~ ~"'" """'"'''''' ~,.,~ ~'<':'.~ \" ",,- ('/ >/,Z<::..~'.., "', ~ff ~^ ~~"."....,' "" v,"~ " ~ ",."".... ~~:~ ~~J$'~ \ ,.--j / D i 1 .. J //-v.....,,"-._ ' .~~".,"'" ''''''''. ~,~ ~~> ',,- \ /1 / ,1../''(' $'-. .,.~:~:~~ ' r:i~ / ''''L" .... ~ ~ '" ~"",,"""" ',:~ "~ \, '\ / /~,f i~~ ~ ,/'(' ~" "\," ~ ~ '-., ~ ~ ..~... -6>~ _ ~~~... ~ ~ -" ' > I " ". ''-., ~ ~~ .., "">>"",~ ~"""'~ ~ '"'(. ~'..~, '-'~~~s~ ../ " ", '.. ~ ~~ . "", ''''', ~ ....~ ~ ~~""-.~ ~ s~ 1',_."'" L", 012 ~ ~ "'''',<>, ~ "~ "<:~", ~,~~n..: ( .~17' .,~> ~<"....... "C" r'" ~ -.-V~.~ ...... -/ · , '-, v: ""', 0'-7-1-0 s~~/-'--""''-''-,~ "~~''''', ~ ~ ~~>~~;:: ~ to '. ""~~'" I ~ / /~~~,~A..'''' \" .... _', q'Yi, ' ''-,,,\.-' '. ~.1.. 'q ~"'''''~ ~ lS' I~:"''''", ~ 4/\"""""" ~".""'v. ~" ~~ / }ItJj />/. ',,- .......... !'VIp, "~~ ........" ' 'ltD" " '<./, ^ -. ~ ' ' A.<< ' ". '"" '~ ''1~''>.''. O~~~~ ~. -,.~ ~ ......'", '. ~ ~ ~ A~J:::.::.:::.::::;::,::;; "~"r::':~(^'mNN^^~i.I1 ",,- "" '-qv/) ~ '-"l.. ~~ ~'" ~7~ '~,.,-~"^"'~ ~ , _w --w--,c" "- ~ \ ~4~ \. ~~ , ~ ''.', ~O~,- ',. ~ ~ / 0: '...,\. \ ," ~1...'~ ,,\ ~ ~ ~"'>" ", ~"'^"'" ~~ ""'~"'" ~'~ ~.. J f' ~ ~~. 19 ',-,"',."", "",,,,l-tr: 1_,'~2>~,~20'" ~ ~~"'>'''''^ ~""" '" ~:'''''''-' ~ ~ ~,.., (",,- I ~-t~' " ~- '.., . "."- II ----~... "",>"" 27 ::.~~~" ~"'''. ~ ~ ~, ~ ~ '1,"-. ~"'A " \9".~ '0. '''-....>',..J.-~,~.li I ._____/'- ~ 2.... ~.~ "- ~ ~ ~ ~0.. ~ "''''<9~ ~o~" ,,~ ..........."..._.~"...'m..-;:.:....~.._'~..~-.". ~':'~<:;., . ('''k: ~ ~ -""'" ~.. ~~ ~; ~ ", 1 " ""-.~~. "..~~ C?,6 I !l"t'/ ' ,.' '~~':-,.,,~ ~ ~ ,,~ ",^" """""" ~ ~~:~ ~ t0 '-~-<- .:~ e"~ II, · "~o.f... ~ k> ~"~ ",," <)-j" ,," ~~-~ c ~~m':.; -""'" AfS'J:>,~ ":..?e . $~Go~ I . I ' i 305'''~ 00 ~~-';:,., _? ~ ~ " ~ """ ":;; ~~ MANHOLE -'" ".c9c9.. II.' /v. ' O~, ' ...,.:' ~~ ~~. ~ ~ >~ "",.,'."., ..,'<~~,,~ _"'''.. ~'",' " . ~ ' , '.~ ,\. ' ." ~~' ", "'0 '~I "- '" ~ ~" "" ASP HAL T PAR KIN G " 7~ ""'~~~1' !;r-~.~: 7'~:/~' "" /K~~ ~'C ~ o~~~\~ "''-'''- "- .,'~.~~ ~ ' "':' '..../1 ~ ~ " r:::: '- \. '\ ' ~ "'H"... / "";'-'?:fT.~ · 3021 k> ~~~ ,"__"'-. ~" " -'-..!! II" ~:;~ ;~~ . II ~~) "'" '- ~ r:4'O< .; ~'r/i;'i y ~~~; 0 ~ ': .'f~~ "".'" '''''' -",,"~ ~(Il ,'-' ...;~~, I " ,,3021 ;\~~--~f51l! /-'" !~J\ ' . ~ 1. .~. -h..... ~..*2.l&" r;'~. "'-.," ''''~~" "-" ~ ~ ~ J) . V .' /~ :/- . //~\.\ ..' ~ . _, ~ '< ~~.,,~ " '" '" '-", ,,' "-. <>",~" ~ ,? . NOlE: N55011 36"W' 56. 70 x-~ lIC", N /~4 .' ~l "'" J~":<-"~ 0 ,'-. v ~,~ ~'~","~ "", "^''^'~'.^ '" '~"" '''('V~ " /' <:....,,) HRESlGNIS~OCA1EDINPLANTER ,',.4J /"1../ ~ 050 ,', II. ".::" r:m..i'\ 1'U 24"lWlN ,'.."" "'...' "'.'" "~" "'.', ~ + 1'-6- + !:WU1{ir:~TE~O. \\ I ~ ~/'" @,""., " .~ ~~ O~ ,,~ "-...." " "'" '-"",~>= ~~/ ~ t ~ i HANDICAP POST DETAIL r )1!!l~': .N ~ A\ //,< \' ><i .~ "~,, 6023l '" ,,/~,:,.... ~'? 304 ~. 0 '.\ ~ .8" !4'~ C'"..,"),....~~ ,.~.'.,...,"'_^ ".,.,"",.""",^ 'h.... "'~'"".",..",',.',:'-""":~, " '- """'" "'..,::~ -:- rf IT N1B ASP HAL T PAR KIN G ~. "!~ I ~11 { \." ,~i. . -h,,) ":/.;."',,. 3056 ~ ;..".<t: \ , 11' ~~~''.-...'' ..,' '"-,, ~ /;/ ~ I I:, I ~ I I ~ -L\~MIN.) '.e\'~! ~ ... ~. ~ ~~ ,> ~ 91-':." J '''''(1 ~"i~J~') ~00/A' ~ ~~~" "';"'".'" - "-". tjf t 8 ~ ~ BlANKETWA:~~i8~~!~;~~~~PARCEll ~~~-~?~i~&JR~/l;=~~R~~rnR~~ '-','/lg'l ~~ ~i\.~ !;...b....~ ~-h/o.r}~~~~~~? .~ ~~J". GASOLlNETANKER'~0~c~ ~ \:~\~~ . If"" ~ c~ t I lo.1T'" I INSTALL A 1 IRRIGAnON ElER. METER BOX. I: 1-12 PRESSURE .~ ~ ~ ~ -,.> ~~ ""::,lIIl ~, TRUCK ROUTE TYP " '.:", ,~ '--' Q) I ~ II VAClJUl.t BREAKER. ~ OTH BFP ASSEIAIlUES l\1 LANDSCAPING. I ~'II ~ ~ ~ ~_: ,,- ~;b.,;3'6: ~~.,,. (J . " '" " " "/ ' "', __ - - ! ''''\. C ~ / '5 I ~~ ' I t'5 1, H 1 ~ 'I II ~ .4- ,~.;L ~~~..,~ ~ "N_"" ,,0'" ".,' '---~ ,,~~ ,r/~,. ~ ~~ r 7' ')C'" .~" ,;" // "'\ 1/// I'-. S ~ Cl lP5J H. /~ 4 '6' ~~ ~ " ,,' .:::. ;~, ~ / /. I, re. ~~ y r;,.:-"~ I I I U I . ~ l\ '/"~ iJ '-.. ~ tB'R.IJ,' Z . "~ 70. ~-!;I /~~ ~V · vI ~.~ ~!s;t G~te Inl~t\f-! , ~~;:5~~lf'ldrJfl ~ ,. i ;,,:" ~ t ~11" ~ ~ (:;:,... ~ --li "'~.t/,' ~~p~{"~~~~ ~J. / ~1~,;;; 1/ .if,! ,,:,""~'~~;~~ <::1J~ {~'Gbll ew,;2 ,~j \ h,. el~:ts !~1 l~" . \2.0 ,. .. "0 ~ h N ~ / ;.: . _ ~ (II' I r,~:,/ /1/ / I ~.i' ..... __ _ Q ~ I v.trt 8fL 2 I L .~,:1. 7 10 18 I ~^ ~:,~ ~ . ~ ' , " . .. :_/. 2P'c " // / "1/ ..- _ \ I \ . e. 15- · "15V -----.- -- ---... .. , - :J /b ~ / / !I~~~ .: ------ I :f - ST. RIZO BT - - - - - - - -:- - - __ '-!I \_----- ----=- / ~ 1 ~7 -'-:--, C'......) 10"25' B ILDING SETBACK ~;r / // II ,.l~ K~- .~_=~~-----) - -- ...~. -U - . - -.. . -..- -- --. - . -- -- -- --1-,- -- m :r ,--- Y- -~~--.- - .. - .z;,;,"-- - -,- ,,-~' rL( II' lj/ f'Y~t I ~ Rim - 66.71 _ ---. - - - - - - _ _ _ _ 'l)-". _ _ _ _ :-;on - - -J- D4 - - - - - - ~ -_ _",7_ - -+----i """~. ~ ~ " EXIS11NGrI'WA_:tt - -rnv. ~.67"T. - 7 ~ =- ~~ = _ --EXlSllNG a.EARWATER GAS UNE 1 ,------r-.-:;::.-~ ,,^,,/' \, (QV '-- Inv. = 61.64 NW 03 rI' - - - _ === = = = = = = = = = = = . -=.: ;;;.-- #._"_^".,,"v~," n"..,'"^,,,,,,,,,,\ _ J.. ~ t-- -r~ _IrA...... - - - - - - - - - - - - -=- - -=-= --= ~ ---= ---= ---= --= --= --= --= --= - - - - - - - - - - - - --4 ./ ....... q._" "W_..._q. -w!'iJ // <t}: DATE L 1029 - - \ 0 / - - \ -,- - - T;:; I - - l' ~,~~ /,.--- - - - - SCALE ~ .. 25. """ \ (') l - - , (') I .. (') ... 1 ~"'1 _l ~ I I/O ~ \ ~ ~ ~". · VV . 0 .::l , 0 I MHO\ P MHO :HO I MHO ~'.... MHO '\ "U MHO MIlD ,~ I MHO .... t'." ["......~...7 .ID- ~ ,- Ir \ ~ I - \ '.1 T I .. \ I I \ / ~ \ SiC!iQ - :-\ I LOT 1 l- \ ,. LOT 6 · : I'l.'OT 5 : \ I 1:;\ - : L.OT 3 - ~- L.OT 21 1- - lOT 1 ~ ~ I I ! ! I I I 1 ! I I , I STOP SIGN NlS ct Of TRAFfIC LANE .-1 .. . . . 'lJuiLnIN(;ittEAi ^LtJ~~rid~s~Pk~S t;j.~W~~H, .. ........ TotAl. BUILDiNG AREA i.989 ~17 1,;1'1:1 Sir i,i6} SF ~24- TRAffiC WHITE STOP BAR t~S5~~~~ II 8'" "gmg ,... ~S~~i~&~ - l:::l Q ~ t--! .." \.'. '. . PARKiNG: .' 5; . . , . N,tJMB.EltQF*l'.ACFS REQUmtu jy ciTY .@ S SPAt: FA,ODO SF N N A;,' IWGCAP PARICIND SIGN .NZ (F1P-21~ r.... S1IlP V ~EOP VV~- ~ ~ [/".- RIE STIR i '/ Ii ~ ./ .- !! // --G ~ >- ~. <( ~ -2 - 4- WIDE TRAFfiC YELLOW STRIPES Hi s~AcFli " i NtH\1.BER OFsrACES PROVIDED- iJ.. ~ ~ CO t,)~ ~ ~~ ~ 0 '" 00) ~ ~ ~ OJ ,,_ "r:c1 '" f@~><~ ~ ~~~~ ~ ~~c:i ~~n:~ ~ C3 ~ ~ ~ .". .' . . lb; WWk TvPI<:AL ~'A(:~,.. 1.2- wiilEHANDiCAPSPAca .." .. . . 12 SpAc~ . . . STOP BAR NTS TOTAL l>AilidNd sPAcrS PRoVIDED: 13 SPAC ts ~ fa 0: < fh 0: Q. LiND HSE~ 6. 80:1 PAINT: CHLORINATED RUBBER ALKYD fS TT-P-115, TYPE III, fACTORY MIXED, QUICK-DRYING, NONBLEEDING COlOR PER lOCAL CODE. .. . t ~ri-Ii ., ' ;.,;; J.t n .1 t ~ .14.4 ~ itc .:: iu '.... ... 100.' ~ iiL ri .' 10 i. A.ii...U. . ~;162 Sf .l~~11:1 ~.. 3$:475 $F ,~7,.ti; ~.. 103,107 SF -- ~Wf~"1t::tR#S. ,... TOTJ\.JJ 1~~i:RViOUS AREA Q.kEEN AREA TOTAL 12" !NOm \'II PAIUCING STALLS SHAU. IE MARICED .1H ..1E .. II.... PAItT PER FLClIIDA ~ CODE m:1ION ......1. """" OJ (:) ~ i. 3. .t. ~R. S.~ . -14- // --r N 67" 'l~ T _~'= ~~'fP. 3- lB HANDICAP SYMSa. NTS I_ 12" FTP-25 N -- 7; riPEN SPAC~ ACCESSIBIL TV: A) IN ACORDNa: WItH tHE FLORIDA ACCESSlBLlTY CODE FOR BUILOJNG CONSlRUCnoN. 4.1.3 SECnON (1). DATED OCT. 1996. AT LEAST ONE ACCESSIBLE ROUTE CCIIPLYlNG .tH 4.3 SHALl CONNECT ACCESSIBLE BULDlNG OR F ACLITY ENlRANCES WItH ALL ACCESSIBLE SPACES AND nEMENTS Wl1HIN THE BUILDING OR FACLITY. DOORS ACCESSING THE BULDlNG NUST BE DEPICTED ON SITE PLAN. RAUP DETAI.S WITH SLOPE 1Nf000ATION SHALl BE DEPICTED ON SITE PLAN. B) THE LOCAnoN OF HANDICAPPED PARKIfG STALlS. LOADING ZONES. S1DEWAlICS AND RAMPS ON SITE SHAll MEET CHAPTER JULll15S OF THE FLORIDA STAlUES AND SECTION 4.1.3 OF THE FLORIDA ACCESSlBIUTY CODE. CURB RAMPS SHALl NOT EXCEED 12: 1 SLOPES PARJCINC SPACES AND AISLE SHAll NDT EJCC(ED 50:1 ~SLDPE. HANDICAP DETAIL NTS . N ~ t\f1N.IMl'M.orEN,S~ACE ItEQltlREDAT 10% . WIT~ ~~;:,BU,Ft~l!.; ..... .' . .' . . ... ,...... . OPEN SPACE plujvmtD AT6S;6o/ti ~n A; to,.1ii 8:f ".732 SF ~ It -v BUILDING SE-rnACKSi it 5~ ~~ ~~ ~ z <( -1 (L >- ~ - -1 ~ ::> ..~() ~i ~~R SIDE is F *tl 20 'EEl 10 riEl t/J ~ ~ ~ -1/1lt"R . 0'1:' . co SANITARY STRUCTURE SCHEDULE It ,-=-, No. TYPE TOP EL INV EL PIPE SIZE 18" b- ~ ALUUtUt HANDICAP PARKm SIGN (SEE SIGN DETAL 1IEl.0W). In T TO ..., STEEL TUBE 1IlH 1/2'" CAD1IIUM PlATED =' In TS, NUTS AM) WAsHERS. ~ ~~ o~ ~~ ~~ .~ ~~ ~ ~ :t ~ 0'1:' . to I PARKING BY ~ f- DISABLED PERMIT ONLY _ A-B 9OLF-6-PVC SANITARY LATE- R 68.35 INV. 63.30 (6) ERAL 0 1.00x, INSTALL TRAFFIC BEARING CLEANOUT 0 45' O.C. SANITARY CLEANOUT A ~ >- 0::: ~ W ~ o w ~ w ~ en 14 PROPOSED SANITARY MANHOLE NW 62.40 (6") B-C 106LF-6-PVC SANITARY S 62.30 (6") MAIN 0 1.00" R 68.50 B $100 FINE F.S. 318.14 EX E 6D.62lB"~ CORE BORE & CONNECT TO EXIST. R 66.71 EX NW 61.64 6- SANITARY MANHOLE (SEE DETAIL) PR N 61.24 6- 0 INV 61.94 & REGROUT FLOWLINE i-- 2'"x2.xO.l88" STEEl lUBE EXTENDED INTO CXH:RETE FIlED PH 2'-0'". PRO\IIIlE 1IElDEO WATER11CJfT CAP. . c::> I 1- liQIt; (HANDICAP SIGN ONLY) " All LETTERS SHALl BE 8J.ACK AND SHALl CONfORM TO FOOT "ROADWAY AND lRAFFlC DESIGN STANDARDS". 2. TOP PORnON OF SIGN SHALl HAVE REFLECTORIZEO (ENGINEERING GRADE) BLUE BACKGROUND WItH WHITE REFLECTORIZED LEGEND AND BIlRDER. a. BOTTOM PORnON OF SIGN SHALl HAVE A REFLECTORIZED (ENGINEERING ORAOE) 1HTE BACKGROUND WItH BLACK BORDER. ... ONE SIGN REQUIRED FOR EACH PARKING SPACE. I. HEIGHT OF SIGN SHAll BE 7' ABOVE GROUND IN ACCORDANCE Wlm FOOT "ROADWAY AND TRAFFIC DESIGN STANDARDS". 1-8" IXA. STEEL PfIE AllED 111M COOCRETE. PROW)[ DClED CEMENT WASH CAP. PAINT PFE (2) COATS TRAme "EUow. 'b . I ;!"N W H- [PAVlNC ~ 'I~ I I ~w ~ I I ...I'-S. iliA. CO<<:RETE BASE ~ LJ - Q) c ~ .!; :c t o Q) @) a. :> e 0> Q) U .~ Q) U1 c 0> 'iii Q) "0 '0 ~ I W co ~ 9 o -0 N R o ~ ~ u.. (V) " " (V) I r- (V) (V) R ~ . C",I ~ ~ ~ ~ 8 o tu~ WN 0::: C') ~<( 1-0 Zo::: <(0 O:::--.J (ju.. :co ~o 00 V)~ <((j NZ ~o --.J J: I I I I I I ~ CD c o . /. r-C " ,L "j: ~i"'.,a. ENGlN~ ,JZI7I~'il I~V17.WI U~.'-' DESIGN' . DRAF.'f... , ~I:IEeK, :"j,'>" RMH DS~ '/l..r1 PROJECT NO. OOd48G SEe"''', 2000 ,,", 1" - 30' C-3 Existing Sanitary MH -0-- \8 z \ P / -, I I ,- I 1 ,- I I I I ! SHEET I wIT - I I BLOCK A I 11 0 N I N G RES IDE N T I' A L PIOINT ESTATES P 8. 39 LOT 14- LOT 13 lOT 12 LOT 11 LOT 10 LOT a lOT 1 BLOCK C SUNSET p O. 6 '7 I .......~ LJ . LE GEN D (/) ;z: tr,:)- . ('~ ,., .... ,')J _I :~ (') <:.~w, ~ l.~._ ~ 5 ,'c. .,' ", ~ ;. 0'-'"; ~; -LC to provide a one-year warranty for trees/palms, three months for shrubs, groundcovers & vines and thirty days for sod. Warranty period shall start with final acceptance by owner. All plant material shall be alive and in satisfactory growth at the end of the warranty period. Replacement plant material shall be warranted for ninety days (sod for thirty days) from replacement date. Warranty shall apply only to material that dies due to poor quality, Improper handling or installation practices. Generally, transplanted material shall not be warranted. Adverse weather conditions shall not apply. Proper watering and maintenance are the owner's responsibility during the warranty period. -Hedges to be maintained at a 4' height or at sill height at windows. -Provide 100% coverage of all landscape areas using automatic underground irrigation system with rain sensor. -All guy wires are to be removed from trees within one year of installation. -Refer to City of Clearwater Section 3-1204 Installation & Maintenance notes for other requirements. P.O.C. = Point of Commencement P.O.B. = Point of Beginning (MD~ = Duto per Description ( = Measured Data (C = Calculated Doto PG.(s) = Page (s) O.R. = Official Record Book P.B. = Plot Book R = Radius /:!, = Della Angle EP = Edge of Pavement R/W = Right-ol-way SMH = Storm Sewer Manhole M.E.S. = Mitered End Section T.O.B. = Top of Bonk T.O.S. = Toe of Slope WM = Water Meter LIP = Light Pole F.I.R. = F Dund Iron Rod & Cop F.P.P. = Found Pincrled Pipe F.O.P. = Found Open Pipe & Cop P.C.P. = Permanent Control Point F.C.M. = Found Concrete Monument S.I.R. = Set Iron & Cop 1/2" L.S. 11462 lB = Corporate Cer~cote Number P.l.S. = Professional Land Surveyor C.S. = Concrete Slab CONC. = Concrete S/W = Sidewalk C( = Centerline D/W = Drivewoy WV = Water Valve SSMH = Sanitary Sewer Manhole GV = Gote Volve DHW = Overhead Wires FHA = Fire Hydrant Assembly I. Tre.' prot,ctlon .h.ll be provld.d .. .how. la d.t.ll. S.rrl.r nh.ll be .r.ct.d prior to 'D, con.trQctloa I. Ineral ana 01 tnll to be prot.cted. I. Tnll aDd ch.t.n 01 tn.. .b.U be aark.d ..d ph,.lcnll, prot.ct.d Iro. parklal, ator'I' 01 ..t.rl.l. .a' ..DO.darr .UUt, U.. loc.Uo... I. 1'I~tt~1 ....t.tlo. ,.malDlal .rt.r IrQbbl.1 'or ~Ildlnl pad.. .trQctvrea, rllbt ., wa,. p.rkl'l .r... aad .lpUlcaU Irad. Chnl" .b.u lie prot.ct.d durl.1 'b. cOD.tructl.. ,roce.. .. 'b. d.nlo,..U. .. Ilnl_ radl,.. t. be prot.cted i. ..Ure 'ripUa.. I. ..rrlern to "ul. II plac. 8nUl all P..181. co..tructlo. ..d ...., ...I....t i. out or ar... .. Vprll". - tb. .q8..&1..t ., . . . luber ...' Mo..,c. l:.aUn. T. 10'1""81. - tb. .qul..l.8t .r tev cour... .1 .- roptDI _Itb r.ll.. pl..ti. t... .laII181. "-'7 ..::.... (J cn ;2!:: ~ ~ (j) r ~~ ~ ~ ~""_. C) c,~"'''i''''' -:"'" _":'01 CL ~; ," ~ :'~<'.~"~:. . BLACK HOSE OR STRAP IN FIGURE 8 AT . ~~. ~ ~. STAGGERED LOCATIONS ALONG TRUNK ;;=~ (iALV. TURNBUCKLE 6. LONG SAUCER AT EDGE OF ROOTBALL $LOW RELEASE FERTILIZER TABLETS AS SPECIFIED ) ''''1,,;' :, 0::: t..- (I) ,.. I 'r t <_~.~ ~ '. _.e."" . ..; ..".~ , , ~ ~ ; .L d ':.-."..-....- ," " ~~ ~ "'~ ~^'~ '" '" CITY OF CLEARWATER LANDSCAPE CODE NOTES Ajacent property & ROW: 1,448.33' divided by 35 requires 41 trees and hedges. Trees and hedges provided. Interior vehicular pavement of 35,399 x 12%=4,248 sf green space required divided by 1~0 = 28 tree:s required. 4,248 sf (12%) of interior landscaped green space (w/ shrubs & groundcovers) provided. . Foundation fayade of 244 If x 5'= 1,220 sf divided by 40= 6 trees & 61 shrubs required w/61 0 sf of shrubs & 610 sf of groundcover. All provided. 75 trees requiredn5 provided (57 shade: 5 MG, 34 QL, 18 QV, 18 accent: 8 CBO, 3 EJ, 7 L1). 5 species required/6 provided. 8 flowering trees required/22 provided: 8 CBO, 3 EJ, 7 L1, 4 MG C::: L.d c.t" ,t.~_ Ci ..."'.. C) ~ .-e"...., .....\ ~'-.... ~ "'-." ~ ') ~ FINISH GRADE I. BELOW ROOTBALL .a t= ~ PRESSURE TREATED WOOD STAKE OR REBAR WITHIN ~CH RING '~ '-....!;;>.. .'-.....::: ~, <'~.'" ~ ,:~"........... ~...... ~~, ~ ,,'''~ ~~'~~~,.. ~ '~'" '~ ~ ~........... ~ '" ~',,~ , C>:.. ~ ~____~ ...........", ........ ~- -,~~, ~ ""-<<, ... ~..;--v'- - . ~........... '. ; ", "'\~~~'~. ~ '~~(, , \ "/~< ~ ,,'''-., ~ ~ , ~'>:, ~ ~ ~. "', ""'"'~ ~'" '" "'- ~~~, <9<f> ~~~~~ ~ ~...:::-..... ' "/'- " ~-t '..:::, "" ~ ""0 ~ /- ~ I~ "~~ ......... ~-?~~ ~ s~ " ~ " ~...... '(' , ~OtV~ '" ..... ~ ~Cl"c~ ~ G/r. ~ ~ IIO " ~o~...... ~J:S'IS' ~4 ~.q(~ '..::: ''''~o ~:o ~ ~ ~~ .........~~, ~;::.. . ~ '..::: 7' . . ~ ". ;::.. ,.~.. ~ ............... '~ ?.. 0 JI .~ ;::.. ~~~<? e.~~~ ~~~ ~~,~ ,,, ~ ~ ~..... v-.v '. ~. ~ '--~.........:: '~ ~ ~ '-'. ~ ..." ~ ~,~ ~. ~ ~ '" ~"-. -~ ~ ...... ~... .~" ... ..... '" ~v. ,,'~ ....... C'1i'~ " ....... 1~'>...... ". ", '~"'..."...;~'..'~.."..'~' ~ ~... ~ ~ '" "~;/!~~'\..~~ '" ........... '<</' ..:~ ~ ,",," ...................... '" ,~ ~ ~ ~~ "''-. .' ~...........~ o ~ ~ ,.,.,~ '>.~~........... ~ ~ :-........~ ~~ -=== -- REMOVE BURLAP FROM TOP 1/3 OF ROOT BALI. ~ S' HI.... REMOVE ALL NONBIOOEGRAOEABLE COVERINGS Typical'Tree Protection Detail HOT TO SCALl PLANTING HOLE TO BEt 24.. WIDER FOR ROOTBALLS UNDER 3' OIA. 4'. WIDER FOR ROOT.ALLS OVER 3' OIA. q ~ (Q u~ ~ ~~ ~ ......~o~ .~~ ~~><~ o~~~ ~~ ~ ~~<::i ~~~~ ~~ Ioo..;t ~~ ~ ~ ROOTBALL ON TAMPED. FILL OR SUBGRADE TREE PLANTING IGUYING DETAIL NOT TO SCALE ............ <::> o C\2 (Q ~ CQ t'tJ ~ Q:) <:;:) ~ ci:: ~ LANDSCAPE LEGEND . I"INISH GRADf I. BELOW ROOT8Al..L ",^,CH AS SPECIFIED SLOW RELEASE FERTILIZER T~LETS A$ SPECIFIEO BACKFILL AS SPECIFIED fa 0: < 0.. UJ 0: 0.. SPECIFICATIONS 8-10' x5-6', 2-2'W c, 30g ~OTANICAUCQM~ON ~~ME Cordia boissleri Texas wild olivelWhite geiger Eriobotrya japonica Loquat Lagerstroemia indica x fauriei 'Tonto' Tonto red crape myrtle Liriope 'Evergreen Giant' Evergreen Giant Iiriope Loropetalum chinense var. rubrum 'Ruby' Ruby loropetalum Magnolia grandiflora Southern magnolia Quercus laurifolia Laurel oak Quercus virginiana Live oak Rhaphiolepis indica Dwarf Indian hawthorn Trachelospermum asiaticum Asian jasmine Viburnum obovatum Walters viburnum Paspalum notatum 'Argentine' whole, solid pieces, as required, Argentine Bahia grass denoted w/ graphic stippling and or 'sod' Stenotaphrum secundatum 'Palmetto' whole, solid pieces, as required, Palmetto St. Augustine grass denoted w/ graphic stippling and/or 'sod' Pine bark medium nuggets mulch cy at 3" depth Note: Use either PNO or SSP sod as shown above to match existing adjacent sod. ~ CBO CTY 8 8-10'x5-6', 2-2'Yz"c, 30g EJ 3 8-10'x5-7', 2-2'Yz"c, 30g, mt REHOVE ALL NONBIOOEGRAOU8I.E COVERINGS TMPEO FILL OR SUBGRIlOE LI 7 full, 19, 3-4 bpp, 18"oc LEG 80 24-30"oa, 3g, 36"oc 44'If I (Q~ LCR 12-14'x6-7', 4-4'Yz.c, 100g MG 5 ~~ ~~ ~~ ~ ~ ~. ~ O~ "q-~ ~~ .~ ~d ~ ~ ~ 'r: Q.' (I) "0 C i 0)' (I) c C>> "0 Q) "0 15-16'x6-7',4-4'Yz"c QL 34 15-16'x 7-9', 4-4'Yz.c fIJ ~ ~ ~ QV 18 12-15"x 15-18-, 3g, 30.oc ;e6"IO z- RI full, 19, 24"oc ...aetr; 8 z... T A )86 304 VOB z <( --1 CL W CL <( U (n o Z <( --1 20-24"oa, 3g, 36.oc PNO SSP I ~.~C~ , "". [ .-. ~~ L;'-~' ~~.... 1 ) .-=- ....\ " ' " ~ \~ "9s. ~ ............l j,j, ~ I 0:.qZl'.. " ~" ~ 0/2 '-'- ~ '~c ~:~ .. ~"'" Q-?, -'j~~ L '~<11 "- u LANDSCAPE NOTES -Landscape contractor (LC) shall be responsible for all materials and work called for on the landscape plans and in the landscape notes and legend. Plans shall rule If there are any discrepancies in material quantities. All quantities to be verified. -LC shall comply with all local codes and ordinances and obtain all permits and bonds necessary to construct the project. -LC shall coordinate their work with other contractors to assure efficient and timely completion of the work. -LC shall be responsible for supplying all materials, labor and equipment for the perfonnance of their portion of the work. -LC to verify all existing grades, dimensions and field conditions and notify owner of discrepancies before proceeding with work. -LC to protect existing utilities, structures, surfaces and vegetation noted to be saved and be responsible for repair/replacement. -Protect trees to be saved per detail. Vehicle parking, material storage, or soil removal/addition is not pennitted within driplines. -Round-Up shall be applied twice at ten day intervals onto all existing vegetation, sod and groundcover areas that are to be replanted. Extreme care shall be taken to prevent overspray and/or drift onto existing plant material to be saved. Mfr's recommendations shall be followed. Remaining weeds and their roots shall be removed by hand prior to installation of plants. Resprouting weeds and plants are the responsibility of the LC through the one year warranty period. -All plant materials shall be graded Florida No. 1 or better as outlined under current Grades and Standards for Nursery Plants, Division of Plant Industry, State of Florida, unless otherwise noted. Trees up to 4" caliper measured at 6" above soil line & over 4" caliper at 12" above soil line unless otherwise noted. If applicable, dbh means diameter (caliper) of trunk at breast height (4 1/2' unless otherwise noted). All rootballs and containers to be free of weeds and their roots. -Planting soil of Fla. peat mixed 1/2 with clean topsoil for the backfilling of plant pits and beds shall be required only if existing soil is unsuitable for planting and/or contains lime rock or construction debris (to be removed). -Landscape architect is not responsible for adverse soil or drainage conditions, detennining sub-surface soil conditions, underground objects/utilities or the accuracy of property lines or information portrayed on s~rveys or on documents or plans provided by others. -Finished grade prior to mulChing or sodding to be 3" below top of adjacent surfaces such as walks, curbs and driveways extepding perpendicularly from the surface edge for a minimum distance of 18". -All palms, trees, shrubs and groundcovers shall be fertilized with Agriform 20-10-5 or SierraTabs 16-8-12 planting tablets. One tab~t!1 gal, 2 tablets/3 gal, 3 tablets/ 5 or 7 gal, 4 tablets/1 0 gal and one tablet! each 1/2" of tree trunk diameter. Application sh."1 be as per the details and mfr's recommendation. -Apply Ronstar or approved equal to all planting beds following mfr's. recommendations after planting and prior to mulching. -1'1 ~Ianting beds and trees in sod areas (which require 4 foot wide mulch rings) to receive a 3" depth of med. pine bark mulch. -~C to maintain all plant material in a plumb, upright and stable condition. All trees/palms to be guyed/staked as per details. 1,-C '0 remove all bags (unless biodegradable), tags, ties, wires, ropes, stakes and nursery attachments from all plant material. LC shall be responsible to keep plant material in a healthy, watered, insect/pest free condition until owner's final acceptance. ~ r' .~ " Lrv:s, '\ -l } II V ~'i ~.?--..... '~........... ....................... "" ~ ........... ", ~............ ..........,......., ~~............ ~ . c::....) ~ ~ ~ / tJ) c i! 'e ~ Q) Q. ! ~ E c e "> c W / ..~ ".', " , ./ 1-0 Wa.n W.... a::'" ....('t) CI)< ...9 zet: <0 a::..J C)U- .. :r:o ....0 ;)0 o~ CI).{!) <Cz NO ~..J -, rJ :0 .~ I (/i ~ C') V) r o .. ~ o 't.. :......I ... ~ C~ <::1..) c::....) -.. .i( r: <::1..) C/) ~ "- ~ ~ ~ .~ ~ ~ ~ ~ ~ ~ ~ ~ ::;" ~ O. r .:D' ~ ,1 .. - "i ~ w. ~ ~ 9 o co. CIol - .... ~ 4~""'" 4~4 /.................< " , i . tJ) C '1: $ C '0, C W C>> C ;:J "5 o c o (,) . tJ) .e c c as it .s U) ..,...., ",' "',~ '" ,,::~,:. .. .... , .... '" .... .... " .... i , i ) /'. , rJ I ~ I l~J (J ;0 I ~ I lJ Q I ~ I o .... ... X aI u.. ~ .... ('I') I ,.. (I') ('I') - .... o ~ CI) C o .r;; Q. :P ..... ~ $ /l.~ ~ II~~?;- II ./V~K'~- 1/ //~ i (j If / \ \Jet "- <ri '-- , I - ,. ,." STIPHI () - - --r I - - - - -T-Lj _L.".....,.Arc..II....'L...... '0 ~ - --:....~ \ )> \ : ('") --- ,,' ~er~ire~e ............ " '^',""" ...~" iO",~.......~.....I.--._.~.. -1\I1j()-------Iii\.~-_._~\: ~1..-~K'..~. -" - ..~~e;~~~~..~.~~ 8~,,~.~.............................. .:.\.)8.t7,(;..'..... I ct ~., ...... - -.... . ";,--,.,.1 /J.", '..\- - - ~ '-': '~-;'" (;' ..;.. ~ ....... I 12' ',.w."- 10'1' 1 ... + f it. 022-488 , Q' .:i~ " ~" (11'P.) -,. -< ~ <::1..) ~ n \ L.==: _ _ _ _ --= z= ~.=--_. -~- -.~ ---" m.~... (\ ~ : . ) ~ ~ ~ .J .......:::::::~===e::=====~ --- ------ ~/ ENGINEER ......' '- - - - ===~ === ==. === - ----- - ----- -------- ~_::.-~ - - -------- \... \S CHECK DESIGN DR R~H DSG PROJECT NO. (:::J i. , ,. R/W 60' + + COACfllviAN RO_4D 00048L SEPT., 2000 1 H = 30' e-a .- ,. l- /\ c::../ DATE ~-r- () ~I () / o ~ ..../...-.........".......--. ...---f'.... L-~/ \ .\. - \ .,J T~7'- ,,\2/ ,...~_.- -,-' \ I \ ~I ~ SCALE ~- ~.r - ---- \~I - -- - \~ / \ '0 / / 1 - '\ --'/ ~ ;,,()") "." ~Ill T co /;......, "" r,., I LEGEND LE~END ........ ........~.~...... ,""", .~'~.,..'.',.'.""NNN.".'.'.'.'.'.'.''','.'.'., ................N..W... ......... ................W......."",..,.............. ..... .....,..... . .'. .... .,' ........-......,......... ~~I ""'. "I '". -~ f" '~:~ ')(/ '~. ~. ../fl'v,.,,~,.:-, ."(............., ,~ l "*-...... ~EAD SPACING NOTE IT 6I-IALL ee TIoE 1E6P0N6181LITY a= Tf.IE CONTRACTOR TO 6CALE TI-IE PLAN AND Cl-lECK NOZZLE TYFE6 TO DETCFllMINE TI-I& ~CT &FACINGs OF TI-E I-EAP6. TI-E CONTRACTOFt 6f.tALL NOT &PACE THE f.lEAP6 FURTI-IEft APART OR U6E LE66 J.EAP& THAN 6f.IOUN ON TI-IE PLAN. ANY CI-IANGE6 TO TIoE f.lEAP &PACINGs OR LAYOUT, WI1lk:Ur TI-E CON6ENT OF TI-E LANI:>6CAPE ~ITECT ~ 0UIeft, 6I-IAlL ~D 11-1! I~GATION ~ow-t 1E6PON618LE FOR ~ OF THE PLANT6 AND OR 60D IN Tl-EeE ANSAe. GENERAL NOTES P.O.C. .. Point of Commencement PO B .. Point of Beginning . ~'~C~. = Data per Description ... = Measured Data = Calculated Data PG.(s) = Page (s) O.ft = Official Record Book P.B. = Plot Book R ... Radius I!. - Delta Angle EP .. Edge of Pavement RIW = Right-of-way SMH = Storm Sewer Manhole M.E.S. - Mitered End Section T.O.B. = Top of Bank T.O.S. = Toe of Slope WM .. Water Meter L/P ... Light Pole F.I.R. = found Iron Rod c!c Cap f.P.P. ... Found Pinched Pipe F.O.P. .. found Open Pipe c!c Cop P.C.P. ... Permanent Control Point F.C.M. ... Found Concrete Monument S.I.R. = Set Iron c!c Cap 1/2- l.S. 1462 LB ... Corporate Certificate Number P.L.S. ... Prafessional Land Surveyor C.S. = Concrete Slab CONC. .. Concrete SIW .. Sidewalk <l = Centerline DIW = Driveway WV = Woter Valve SSMH = Sanitary Sewer Manhole GV = Gate Valve OHW - Overhead Wires fHA ... Fire Hydrant Assembly "~'.,.. "~">>" "'\to,.,,":.. ~, ..'.....". ',~ ....~, .~.. ':>"':-' .......y..,% "'*......."...,...., \...,."""." """."..,~,..>.,,) ,...,..~.,..,..,.,....,' ,. ......,.,......, ...~~'(,.-.;~ '~"'~' '~",.. ~ iii ~ a:: ~v .~" ',. "~" ";~'.-:-. 8 ..~......,. 30'1 .Du6~ ",. . OrIcIndo" ~ 3atItU PA.otv (40'1) 111'-..04 . IU (40'1) "'-64'. .l'mAG ~padmnd.llllhrt.oom .;~, ....~'--:-. "';;"'.>>. '.. .~.... ""-:-. ~ a a:: < fh a:: Q. ""'''., '.,~ .'''...-:-....''. " ',. '... "=~ '~'''' ',. '~'::'.,. "'"" ''':''':t., ">. .~ '0, '. ......-:-. "-;.,. '~"...>>. "=".::.. ....... ','.. ""~'~'Y'" "~, "~'''h,...... PARKING AfS'A 'l-tAf<. 1- O-i'l ~ "':-"... ...~:, '~-;........ ...~,. '.~, ......., "::""""::. --'> - ~"" '....~~! ~ .~''>>... ..:~,~l,.. ....... '~ ''':''''-:" :1it/ =="'=-Cc=_~ ~ I \ I ":~, '\: iT \ . ~ il I E Wj1-1/2" POTABLE METER1 METER~..---\ p~I' PRESSURE BACKFLOW PREVENTER. ALSO '\ '-' ETER. METER BOX. de 1--1 /2" PRESSURE :Y.. i ,OTH 8FP ASSEMBLIES WITH LANDSCAPING. \ ~~~' \ .,J \~ ~1 ~ !!\ OJD rUt !~l "'''''~:-.. ~, ~'..:,.. '';'''',~~ '-';:-"'0(- ...:-.'v,.,-:-"....... '>e("):;t.~ "', ,y,.,.. . '.;......~,,:-. {.......t.,> .'."::....,., '.:-. '~ ....~. .,.,""" '.,.'......., ";",:. '...." .....-:-....."-..~,~., ....>>. ',~, '~,. ..'00... "'<'''~:,.. "'" "<, '':-', ", ..:-......... ~1NI!51Fi!P IMJtD 6ERlE& 61 FOP-UP z <( ~ (L Z o I- <( C) - 0::: 0::: . . ~INeIAP IMJtD 6ERlE6 121 POP-UP PARKING ~ > Bl i <:::I 10. 1\\ ' .\ \ \\ \ T \\ }. \~, . <,'{ )<'\, ~''''\ .,;". '. \" "', "\;'\ \\ Z ',;\ "":~:\ \' ,.,21 SLEEVE \2..\.. .\.>:: \\ \{ t./' )' ('~. ......... <?/~: 4~::::'/' . ~INI5IAP 1StN) eeRlI5& ~ 6FfCtAY ON R16EJIt ~ . S I-lINTER FGP ~OR f.EAD - " GPM f..JuNTER FGP ~~ "'AD - , GPM f.l.INTER lev ELECTI'tIC vALYE.11121 OR SItE ~ 6I..JOU.N ON 1l-IE %ONE LAI!!S- IN6TALL vALVE IN AN.6METSI<. VB-I2A VALYE eox. ...1',./" / ./ { l / .... ~ ~ /../ _ _ - cLA6& 2CNJ PVC HAINLINE-11121 CLA6& 2CNJ fDVC LAT1!"""- LINE- &I%E A6 6~ ~TIL A 6HALLEJIt 61tE 16 6I-IOUN. * @) CON11ItOLLe~-~INeI~ E6fD-LX 16 6TATION.. A6 ~ oN 1l-IE PLAN, IN6T ALL W1T~ A MINI-CLII<. II RAIN &EN&oR. ~ WITH A HINII"I.t1 81 COPPER CLAP ~. &LEEYE TO ~ JliSGlJIJliSD. 1_...... ,/ i -:'" .;,{ .le .{ Ii I # ~""f N ".// .<-("f iF }. ('.... c/'=' - c:...) ~ ~ ~ .I ~ i'n (II POINT OF CONECTION TO A 11121 LINE ~ 8ACI<FLClW .-.eveNT1!Jlt AND II MeTl!~ eEE UTILITY PLAN. ---- (II ~ NOZZLE CHART \S <> j) q ;:j o $--c C~ MH A e C D I! p G ~ J I<. L H N P R & T U V W X Y" Z I t-- .-j ~ I: GflM AT 3e "I I RAPIU6 JDAnE~ taIN)-1&P 3.1 taIN)-BTQ 2. taIN)-1&TT 2.& ~-I&I-I 1.9 1NJe-I&T 1.2 JNlr)-1&Q 1-" JNlr)-H6T .61 1MttD-IIc&T 1.2 1Mttt)- 8C&T -8 .&" 1MttD-1l2lF-LA 1.6 lMtf)-neeT 1.1 1MttD-1&&ST 1.2 1NJe-12~ 1.2 ISf2It2)-JeT -LA .&2 ISf21t2)-WJQ-LA 39 ~-"-PL. T .19 ...,-..,...-LA .19 1StN>-SQ-FL T .39 1etlItD-8T -FL T .&2 1""-IeF-l.A(ptC&-e6f!) &ae5N) ""-ec&T -8 .w> ""-WJI4-l.A(PC&-1JN'J ICMEN) lMtf)-I&VAN vA~11!6 FULL TJ.RE Q1'R TWO THIRD HALF ONE THIFi!P GlJARTER END 6'f111eIP ceNTCflt 6TRIP 6TR1JD eueBLER LOW PULL 61PE 6TRIP 61DE 6TfltlP LOW GALLONAGE LOW ONE THIJIIa:) LOW GlJARt'ER PLAT J.lALF LOW J.lALP flLAT ~JIt FLAT TJ.Il!I!!! ~ ~ CIPt1 P\U. 6TR1P I!I.II!!SBL.ER .5 Grt1 .......... ADJU6T AeLE 1&1 1&' 1&1 15' 1&' 1&' ....' X 1&1 41 X ,,,1 &1 1tt)1 91 XI81 ....' X 3e' 12' "'1 ..,' 8' "'1 8' 81 51 &1 6' 151 "I ~ER NOZZLE &EI! CJ.IAM AL.L VALVE eoxE& &J.IALL 8E HAf;!I<SD WlTH11-IE tON! ~ ,AI) r-e~ 1N6Ti'lCTI0N6 8Y" TJ.IE LAND6CAFE ARCJ.IITCCT. VAL YE eox FINI6W GFt6.PE -~ ~ (]...) Q lU.4.a..L Of:: ..... "', ~lll:)1Nc:. 61t:>1!WAU<. ~l ETC. !PICe MfDI5w-t LOCAL COOE WALL OR 6TFi!lJCTI.JtE 121 IN6T ALL R16ER 4" AeOVE IN6TALLED PLANT HATCJltIAL ~41 ENGINEER PINI&J.I GJltAt)E 6T1!EL ANCiLI!- PAINT A COLOR CJ.I06EN BY" TI-E LA PVC &cf.l 4e) R1~ UL TfItA- VIOLET fDIIIltOTCCTIYE PVC CL..AMP6 ,-MULCI-I PVC TCE OR ELeouJ '''., ___,J ,.., I-I.... C}~;, (~:. \.- j-- (,' ::;~ (/) ......... -, ( "; ...".,' ;:.:~:~~ <'~~;: .~,~ L~r..~ .> .. , ",,,," Vi C) Lt., . , '- (,J L1:' I; ~ r ~ ::" i ....,..'. ~ ~::.. ~ .;..; ;.\ li = t"oO t t'-~ I - i ~ ~ ~ '" ~., .; I I . ~ ~.' ~. ~. ,,:,,~i. c:i t=.. CO ti~ C\Z ~Iti ~ 0 ...... 0 0) ~ ~ C\Z Q:) ,,.. ..~ ~ ~~><~ ~ ~~~~~ Q:) e.;;; i;::: 0) ~ c:i.. ~~D.:~ ~a.; ~ ~~ ~ C\Z ~ ~ ~ ~ 0) s::: :t= .~ CD D.. .E s::: CD E s::: e '> s::: w . 0) s::: '1:: CD CD s::: 'm s::: w 0> s::: ~ "3 en s::: o U . I) ~J"Il: TO TI-E ~6CAflS JDL.AN6 UJ.II!N nENCI-I1toti TO AVOID 1lEE6 AND 61-J111aJe&. 2) ALL HAINLINE PIPItoti 6I-IALL I!E I!!SURIEP TO A HINII'1JH P1!PT'" OF 18" a= COVER. ALL LATERAL PIPING 6I-IALL eE eLIRIEP TO A MINIM\I'1 DEf'T'J.I OF 121 a= COVER 3) ALL R'P-uP PtOTOM AND 6FFtAY& 6I-IAL.L eE IN6TALLED U61toti AN 181 PVC FlE>< PIPE COtfECTION.. DO NOT U6E FUNNY" PIPE. ....) APJU6T ALL NO%%L1!6 TO !eDUCe UJATI!flt WA6T1! ON "'A~ 8IJNIAC!6 4 eLJr)G. WALL6. 5) ~TTLE ALL VALYE& ON ~ LINE& ,AS FeQUIFeP TO FlEVENT POGGI1NG. 6) ALL Jlltl6EJ1f8 61-1ALL 1!51! PAINTED A COLOI't CJ.I06I!N BY TI-IE LAND6CAflS ~ITECT. 1) ALL RI... 6I-IALL I!E 6T Af(Et) WIT'" A 6TEEL AttiLE AND 6ECUFeP WI,.... fDVC UL "fAA-VIOLET LIGI-IT flROTECTCD PVC CLAI'1P6. 8) AL.L CON'1'ROL WIN! 6PLICE6 6J.IALL B!! HADE IN VALVE I!O><E& U&ING KIN& lONE 6TCpI CGNeCT~ AND 6EALANT WITf.I WIle NJTS. ~) TI-E ~0JIIt 6J.IALL .-.e.-Ale AN A6-elIIL T D~ING oN A weY"!'eOPUCleLE PAPER (eePIA OR MYLARJ 6J.fOW1NCi ALL IfllRIGATION IN6TALLATION. A HYL.AJIIt OR 6EJDIA OF ne 0Ft1G1NAL PLAN CAN eE c::eT AINI!P MOM TJ.II! LAND6CAPE AJIItC.IITCCT FOR A FEE. TJ.IE A6-I!5UILT D~ eI-IALLLOCATE ALL HAINLINE AND YAL.YE68Y 6J.IOW1NG EXACT MEA6UI'IlEHENT6 ~ "'AFa:> ....ACE6. lID) ALL VALYE6, CiATC VAL.YE& AND QUICK COUPLE" 6J.1ALL eE IN6TALLED IN VALYE I!O><E&. II) ANY ptl.-1NGs 6I-IOUN OUTSIDE 1l-IE ..JltOFE~ LINE 0I't f'tLNIllNG 0UT61DE A LANP6CAJDI! AI'II5A 16 ~ TIEN! FOR CLARITY ONL Y". ALL LINE6 61-1ALL BE NeT ALLED ON TIE ID""'I-=E~ 1 AND IN&IDE TJ.IE LANP6CAPE A1EA6. 12) ALL RI6EIIIf& 6J.IALL I!!E IN6TAllED 121 PROM ANY" WALL AND A MINI1'1.N OF 1121 ~ ANY &IOEWAL.I<.. PATIO OR FelOAP. 13) Tf.E EXACT J.lEIGI1r a= ANY 121 POP-UP THAT 1& 6J.IOU.N IN A 6J.IFIJe eED 6JJIALL BE pt: I EfEMINEt) I!SY" TJ.IE LAND6CAFE AR:J.IITECT IN 1l.JE FIELD. 14) fI.I! CON~T~ 6I-IALL 1!><!~16!! CAPe 60 ~ NOT TO DAMAGI! ANY 1!><16TINc:i UTILITIE6. Tf.IE CONTftACTOR 6I-IALL I!E ,.6P0N6leLE FOFt TI-IE IM'1EDIATE ,.PAI.. AND coeT OF ANY" DAMAGe CAU6ED BY ...16 UJON<. 1&) ALL ~ 6J.IALL eE GUARANTEED FOR ONE YEAR ~ TI-E DATE a= FINAL ACCEPTANCE AGAIN6T ALL PEFECT6 IN EQUIFt'ENT AND ~I"'. 16) ELEC'fJIItICAL 6E~CE TO ALL EQUIPMENT 6J.IALL eE ~IPED TO A JlNCTION eox AT TJ.IE EQUIPMENT LOCATION. (BY" OWER OR A6 PART a= ELEC. PLANe ~ epee.. 0) C 'c s::: o n:: CD +- en ""'""' Q:) o ~ ~~ ~~ ~ ~ ~. ~ c:;~ ~~ ~~ .~ ~d o tu~ WN ~ (\') 1/;<( 1--0 z- <(~ ~O ~~ :Lei 50 00 (/)3 <(~ NZ ~O ...J fDVC CONC>UIT TO 6TAIiJ(t OF T1-U! HAINLINE DESIGN DRAFT LWS LWS PRO~CT NO. HAINLINE PLACE CONTAOL ~ WI1G6 lJNClER MAIN-:;;r-- ....:.:..- I LEnEflt MODEL 5~RU6 RI5ER DETAIL CONTROLL.ER DETAIL. ~EAD DETAIL ELECTRICAL VALve DATE SCALE SHEET +- CD c :!J. .~ ::c t: o CD @ n ::> e OJ CD U .~ CD III C OJ 'Vi CD "'0 '0 ~ I W co "- ..... 9 o -0 ~ "- a :::!. ~ u. ('f) " " ('f) I .... ('f) ('f) " o :::!. CD c o .c: D.. CHECK DSG 000481R MAY 2001 1" = 30' L1-1