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FLS01-03-14 FLS 01-03-14 2492 Belleair Rd Belleair Townhomes II I I I II !'I.. . . ... l'ltD " C ~..... 1 XI~ i'~ r I ;I~ ~~ c 1-4 Z I G) 1-4 en !'IN 0 C -l IIItD :I: " C m r.t t-4 r r c m 1-4 < Z > G) -l 1-4 1-4 0 Z m > en -l m r m < > -l .... 0 Z ~ :t:> :::0 ~ ~ r-....l c=> c=> t t ~ ~ T ~~ '.I~ .1; l ~ ' ~: ~ ~ S. GI' , I' -I' I 51 I I.... 01'. ....,.... BEL.LEAIR CONOO9 e_ "Ykdrling, D m _...- :=:.:::=:' :.., BUILDING I 2~92 BELLEAIR ROAD .'__a. -~- S~enson & ELEVATIONS ..~~ ... A ~ -- Ibaigtien n ~l!R, I'\.llRJDA --:::'.=-- """'lKt~_ ~. ~ -, -3/ -a H::E ~~ W cr ct) CD -We. 00'" 8~. ~-'e. ~~ -10 ....- 'c:J lil ~ ct) 10 'e. C>:J- ~ -a .., ~ )>en <>> ..... -, rt- C> a> nct) ::> "" .... ::T'O , .. .... ..... ::T ~ ::::! rt-ct) en ct):J ~ ..... <>> nf)) 8: >C rt-o ::0 f)):J og .., n ;:;. H~ ..... CD :J n ..... n ?' n '" . @ ~ '" '" enrW::ECD o)>..........om )>zlUor r Ch.... or men..........lOm .'000)> .......)>....... H ="'0 D 11m A 0 0"'0 0 -r Z Il> 0 OZ 0 = ~ H Z H C 3: en ~ 8 ~ <J> iil i ." ... ~ :z ~ ~ ~ .... m n .... !" ~ fij'j [ '< c I :s:: I :t::> ::0 l:'::> II Nl f'.) c::> c::> II " CD -------------------- ------------------------------------- ----------------- ----------------- ------------ ------------------------- ------------------------------------- ---------------------------------- -I CITY OF CLE-ARWATER Lo'iG R'I.J"GE PlA"M"G DEVELOP~[" T RfVlEW HOUS1"G DMSIO'i NEIGHBORHOOD SERVICES PLANNING DEPARTMENT POST OFFICE Box 4748, CLEAR\1;ATER, FLORIDA 33758-4748 ML"IC1PAl SFRVlCES B1.JILDI"G, 100 SOUTH MYRUE AVE"uE, CLEARWATER, FlORIDA 33756 TELEPHO:>.E (727) 562-4567 fAX (727) 562-4576 October 10,2001 Mr Timothy A Johnson, Jr, EsqUIre Johnson, Blakely, Pope, Bokor, Ruppel & Burns, P A 911 Chestnut Street Clearwater, Flonda 33756 RE Development Older regardmg case ~ 2492 Bellealf Road Dear Mr Johnson ThIS letter constitutes a Development Order pursuant to SectIOn 4-202 E of the Commumty Development Code. On Apnl12, 2001, the Development ReVIew Committee (DRC) reviewed your applIcation for FleXible Standard Development approval to permit attached dwelhngs m the MDR, MedIUm DenSIty ReSIdential Dlstnct The proposal mcludes 13 dwellIng umts totalmg 19,980 square feet located WithIn two, two-story bUIldmgs 29 feet m overall heIght The bUlldmgs Will be fimshed m a MedIterranean.style archItecture mcludmg a sand-colored, stucco extenor and terra cotta-style, asphalt shmgles The DRC unammously recommended approval of the application With the followmg five condItions 1 That a Pmellas County nght-of-way access permit be secured pnor to Issuance of bmldmg penmt, 2 That a TransportatIon Impact Fee (TIP) of $953 per umt be paid pnor to the Issuance of the first Certificate of Occupancy, 3 That a prelImInary plat be filed With the CIty of Clearwater and that a final plat be filed With Pmellas County, pnor to the Issuance of the first CertIficate of Occupancy, 4, That the Open SpacelRecreatIOn Impact fee of $9,991 16 be patd pnor to CIty pnor to Issuance of a bmldmg permit, and 5 That all slgnage comply WIth Code through requIsite bmldmg permIts I concur WIth the findmgs of the Development ReView CommIttee and, through thIS letter, approve your applicatIOn for FleXible Standard Development WIth the five conditions as sta~ed above. :~ BRIA," J Al'''(,''l, ,\1A'tOR-O)\I\\l'>'IOt-.i R rll H IR r \'I( r \b\OR-lO\llll'>'IO\1 R \\ Hll "r\ (,R.I\ l (j\I\II"ll )"1 R j Ion H \.\11110" COIl IIl~W)" I ]{ * 13111 10"'0" C O'i\tl"IO, I R rllt \1 1\11'1 m \11 '\ I \'\D Ar llR\1 \111 I .\L1 ro" I \11'10\1 R' ............ I ..::I October 10, 2001 Johnson - Page Two Pursuant to SectIon 4-303, an apphcatlOn for a bUlldmg penrut shall be made wlthm one year of Flexible Standard Development approval (October 10, 2002). All requued certIficates of occupancy shall be obtamed Wlthm one year of the date of Issuance of the bUlldmg penmt TIme frames do not change with successive owners Please be aware that the Issuance of thiS Development Order does not reheve you of the necessIty to obtam any bUlldmg permits or pay any Impact fees that may be reqmred In order to facIhtate the Issuance of any penrut or hcense affected by thIS approval, please bnng a copy of thIS letter wIth you when applymg for any permIts or lIcenses that reqmre thIS pnor development approval. In addition, please be aware that an appeal of a Level One approval (FlexIble Standard Development) may be InItIated by a property owner abuttmg the property whIch IS the subject of the approval Wlthm seven days of the date the development order IS Issued The filIng of an applIcatIOn/nottce of appeal shall stay the effect of the decIsIon pendmg the final determmatlon of the case The appeal penod for your case will expIre on October 17,2001 If you have any questions, please do not hesItate to call Mark Parry, Planner at 562-4558 Smcerely, ()~fh<<,~ CynthIa H Tarapam, AICP Planmng Director CC Mr. Alberto Baraybar Surroundmg property owners 5 \Plannmg Depanmenf\C D BlSwndard FlerJmraclllle or Fmlshed Cases\Bellealr 2492 Bel/earr Townhomes - Approved\Bellearr 2492 DEVELOPMENT ORDER doc ~ -'! EXISTING CONTOURS EXISTING SPOT ELEVATION EXISTING TREES EXISTING TREES TO BE REMOVED EXISTING TREES TO BE BARRICADED EXISTING SANITARY SEWER EXISTING WATER MAIN EXISTING STORM SEWER EXISTING UTILITY SERVICES SOIL BORING LOCATION PROPOSED CONTOURS PROPOSED SPOT ELEVATION PROPOSED DRAINAGE FLO'N ARROWS PROPOSED INVERT ELEVATIONS PORPOSED UNDERDRAIN SYSTEM PROPOSED ROOF DRAIN PROPOSED STORM SEWER PROPOSED SANITARY SEWER PROPOSED SANITARY FORCE MAIN PROPOSED CLEANOUT PROPOSED WATER MAIN PROPOSED WATER METER LOCATION PROPOSED FIRE HYDRANT ASSEMBLY PROPOSED BUILDING OUTLINE PROPOSED 6" VERTICAL CURB --- -- - - .-- -'">....--- 8 -- - __ ____ ---- --- ,.".,. .:1 f"'r~':"~'F:f ,~~~;=~~~,,~r1t~!;;i~. .~M;:r~:i~;;r- r~.I~;;~~.l..,:;~~~:~/ '(H'V:~~~':~: ;'-r';,[~'1~I?f~Y-,~-!i,--~~-'i~~~~:~~rL7'::~r~~h,~~'~-~ ~ I ..:; . i . ii l,~ .:; 9',;\ ,I ( SI10?Pl/vG' f.,.C '.,:: ~.' ;,.."C .I~ :. ~'-T.:.:l ~::!'~~' :lilt ~ ,. :; CLE..1.f - ~ . ~ ;, j (-' l' ~ ~ "\t~i 'J.. 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' . r: -- - '..1 \ ." . r-' '. c', . ! .'" ." .,.~ 'l'L.V~bnNi~iY MAP u,,", ,~j -. ~ ( 12.2) . 1 t' )( 1 2" 00 1 2" ~ .... ....... ~ ~ ~ S S .... ~ ~ ~ ~ CilB8 ~""""""""'~""'W---~--~---~ ~ ~ ~ --- ~ ~ ST.......... ~ ...... ..... ~ ~ A-1 ------- 8-_______ 1 2.00 ~. INV. = 12.50 .- UD .. e.- .. RD _11;]111 _ 55 FM .. . ~l '(1: ~ ~ . W S'TE o ". -f-... 77?T7T7T// .I/7~ l[EG[E~[) : C-1 COVER SHEET C-2 BOUNDARY , TOPO & TREE SURVEY C-3 LAYOUT/GEOMETRY, PAVING, GRADING & DRAINAGE PLAN PARCEL [: The East ICO teet of the South ,tOO leet of the East lI'l of Southwest 1/4 of the Southeast ) rl of Section 19, Township 29 South, It.lJlge 16 East, Pinellas County, Florida, LESS the South 50 t~et th.~reof le)r right~of.way purposes. PARCEL II: The S(Juth ,tOO feet of tlH~ East 1/,1 of the Southwest II-I of the SOlltheast lrl of Section 19, Township 29 South, Range 16 East, LESS, the South JJ teet lor road, and also LESS the East 100 teet thereof; also LESS the \Vest 110 t~et thereot: also LESS that p~Ht deeded to Pinellas County in Deed JJcok 1 'l95, Page 321, for right~of-way pUI pos.~s, Public Records of Pindlas County, Florida, per I\greement tor Deed re.;orded in Q,P. JJook "517, Page 513, Publit; Ret;ord3 df Pinellas Counly, Florida, (Furnished L+2gal Description) C.4 ,WATER & SEWER PLAN J C.4aPROPOSED 2" SANITARY FORCEMAIN "'PLAN AND PROFILE C.S PROFaLES & SECTIONS r; LA~[) [)[ESCRi~Pl~O~ C.6 DRAINAGE & MICELLANEOIJS DETAILS C.1 SEWER & WATER DETAILS C.8 GENERAL NOTES c..g S.W.F.W.MtlO. AERIAL MAP BENCHMARK: #1224 BREEZE liMit II EL~,;: A~2.8-iO N.G. V.D. .. M.S.L. ~ 0.00 ~~[)[EX OF SH[E[ErS (8)[E~CH MARi~ ~".;q" _. ~ :Dlt;;.at:>t . -~.8t:-.- I' " FEDERAL FLOOD DESIGNAnON (FEMA): _!.'!..~~_<;.,____ EXISTING SITE ELEV: ___!.~..:.9_!;_________ MINIMUM FIRST FLOOR ELEV: __.!~.:...~!?__________ PROPOSED FIRST FLOOR ELEV: _.!~.:...?..Q________ ZONING: EXISTING: __13.3L_______________ PROPOSED:_~~_~______________ LAND USE DESIGNA TlON: EXISTING: _8~2/.f2~~a~~.::.t!!p~~~/I~~/~ y PROPOSED: gflle.~~tJ_(...:,ttlL(f2cL1f1/~ y TYPE OF DEVELOPMEN T: ~#1.!!?.#....!.:{R~~_______ TOTAL NUMBER OF UNITS PROPOSED: _..12_______ GROSS FLOOR AREA (SF): EXISTING: __2~Q______________ PROPOSED: _!~~i-A~~,-_ F.A.R.: _.tt~~<i.__ BUILDING COVERAGE (SF AND % OF SITE): MAXIMUM PERMITTED: .lg~Z~L__ SF __1:!2___ % EXISTING: _____..2_fLrJ.________ SF __!-.~__ % PROPOSED: __,-'.L.2_~__..:..~____ SF _.!~.-:.':!__ % STRUC11JRE HEIGHT AND NUMBER OF STORIES: MAXIMUM PERMI TIED: _~~___ FT __!!-___ STORY EXISllNG: ____-.-!..1:_______ FT __1___ STORY pr~OPOSED: ___2!.______ FT __~__ STORY DENSITY (NUMBEH OF DWELLING UNITS): MAXIMUM PERMITTED: __Z~____ UNITS PER ACRE EXISTING: _______~./~______ UNITS PER ACRE PROPOSED: _____12.._______ UNITS PER ACRE W /A/C(.(/OE5 oercJ<:S _....-...lJi_y_,....-. -,,_,l""<~~ SETBACK REQUIr~EMENTS: REQUIRED , FRONT: ____~~______ REAR:____l~_~_____ , SIDE: _____~_______ PARKING: PROPOSED 7 ZS >- '" 5' -------------- EXISTlNG: __~~A____ TOTAL SPACES PROPOSED: ___4..~____ TOTAL SPACES SIGNS: BY dTN4',e5 EXISTlNG LOCA TION: _____~t!_____________ PROPOSED LOCATION: ___~L/t.____________ SIZE: __~Ld....___SF SETBACK: _.t/..L~_____ GROSS SITE AREA: 7~.-.2Ll~f! __t..~~ EXISnNG LAND USE: LAKE/RETENTlON: __~~~~______ PAVEMENT/PARKING · ROADWAYS_______~~~~~--_-_ It BUILDING: ____2g.!L_~6_______ OPEN SPACE__~"_2-aZ-~L----- TOTAL: ___.z~_~SZt.._~~~____ PROPOSED LAND USE: L1\LAKE/RETENTlON__~~~8__~~~_ PAVEMENT /P ARKING ROADWA YS: ___...J~J-1:.1Q__~~...........}I- if BUILDING: ____-'-'.I-!}_1:~___~.~_ & OPEN SP ACE: __~11-12':'!..__~~:..._ TO TAL: ______.?!?..L~?:.t.._.:!::..~:.__ ~ /.4./{'(, (/P.e"5 Jt/./l~k S "s~r[E A~[) lA~[) US[E [)A r A BRODERICK '& ASSOCIATES, INC. REALTORS/DEVELOPERS/BUILDERS 5514 PARK BOULEVARD PINELLAS PARK, FL. 33781 TELEPHONE. 727..544.1403 FACSIMILE. 727 ..541.6187 [)[EV[ElOP[ERi .JOHN C. BRENDLA AND ASSOCIATES. INC. Consulting Engineers and Land Surveyors 4015 82nd Avenue North Pinel/as Park, Florida .33781 Telephone (727) 576-7546 ~ [E~G~~[E[ERi _~.o __% !~L__% -{'--~-_% ,.g.!)...J..__% .Lg~__% ~B~2_~ _l2~L_% _?Jl.:...2_% _~~-!1_% .L~~% SITE PLA~J APPflOVED CASE # _ ft. S 6( ..Q-~ -..! L_ CASE "TYPE - ORe DATE' l.(. (~.;';----~. COB OAfE -'---~-----..... SK3Nl'fURE--;LL'" ' '*,d DATE r (/ · (,;:.; ( '---",,-~-,-. ---.--.....,..~~_"'M..,,~,.,.__. .-..~"':...,,.,.~ ::"'~"Ii1~~'.&:.:a- ~~~~~"::;~~:'~j'? '. "l~;,~~r";'::~":c~-~~~~' -/~_' ~...-.', ;;~ j t--~~_ ~ .-;':.' (J) p :":'/ ,.~i !';~:. z f,.,~"1 ;,L!, f ,-", "',", ' P "'-l q:J{ 0 t . "I r:L. :'0 I' I, ;,'-'-. -~) V4 1,~, ::~'J f llr--..!;-._""~,..,,,-,,~.j'~,~ ' (/) .lc':;;~€;~~:f;L~L > w w ~ ", (') ~ 0 I , '^ l'<'\ ..... ..... , I ') \) ~ 1 ~ z .~ ~ 0 ~~ <l ~ ~ ..... ~ ~ ~ .~ 0- ~ ~ ! n:: ~~ ~ ," 0 ~ ' ~ ~ (j') ~~ w '1') ~ 0 a ~ ~ ~ ~ ~ l ~ ~ (; ~. 0 t 2 -. t ~ r~ ~ l' ;~ :1 ::f_~-:._ -==.: .. ~,".;;_ J n:: ...'""_....i.~__~.........->.......~ (J) 'ct W CI ~ - a: 0 0 J: ..I t;j &I. Z 1ft W ~ >- :r: ,.. CJ) 0 I n:: I-- w ,,; > .... / 0 c;(r' = () :t W .J ... -' ..I W W \ \ as CO A. . (J) ~o -~ Q) -c: ~~ :!;TJ 8~ ~~ O~ :( e --~ ~ ~ 1 O.C C ,.,ft. y,tv '1 , w'" :;.-, '.'\ ro<o", ..cl'--~t"') t"')LO -e 1"') I'-- ~ o I 20<0' -OI'--l'-- ~ .~ 1.0 [;) c -,..-... <1> l.t. I'-- ,..-... > I'-- <{.:i~'" "- ,./ '" .0 (') """--" c Q <1> '" C <1> (() (f) 0'- O..c E LO == 0.'(15 ........<1><1>u O.S <1> 0 -q-Q\-u... ~ Q})':i~: ",\. ~, .' ". I : '" "~,"~." : , . ~,.',',.',,' r~~p )~ ".A.5 Job Number 0008.20 Date: Stat.No. CG1 t \ , ~ NO 1'10" 15" E .350.0Q'(O) 349.95'(M) \ , , \ , ..___.. I' , )(-;xO'.Lc" X x---..~'-~,..-_..:""'~_..~' , I - ~~' x --- --){-- --- x ----- X -----L-X X - f-~ X X x. . Y':-~""-""'.""--. · ,-...,.......,.. b , ' ,-0 ,',~?:J /....., --- ---- x-- ----'--\- X ------,.-- X --x- 1\--'::-,_:- x.....A~ ~x _ '~_..~~\:.....~.~_ ,"'" ',"'')' / L_ tVOQO pcMOE: f?Oj 5' CH,'\:N\V-lK fENCE' ~, ~ X ---,' ---- , , .". ''I.>' r- ~ " pOS r " :' ~ .".~ I , \ , ( I- , \ , \ './l ,', ~ I i? \ ,', I " "":"d I / ' I ~ I , , I !..:J I \ I u.. , , I I ' , I " , I ( "'" P J~F~C EL , , , \ \ \ \ \ \ \ , , I I I , , , , ~ t..."'''':'' '~~' -:- r,....,;;::;, /"":'" ,F - r r;:r- -'~'""':"'"y "~:c ,"-. .....,::::r. r :':~, :. r "~ ..... " ' '.;\ I f 1 / ,.' ~Ij .........a'l ~~ G:o '. ... ~t ~~ ()~ ~..i zg ~d r--- ~ ......../ (.) ...- o '" '" I ~ I' 0- W "lj ~ ~( z .q.. ~ 7:0 ..- (J> (Q fJ) ., . ~ i.o z N..' ~ ,....0.. "1 N ,.,,'t;i,' .- ,. ::J ,," '/<" z ~ 0' .~ ~ ,,OJ !X cJ ,I. .. "). r~~' /", i5 '4: ..... u~ ", fj .i "z~ . f-;J' " \:~~ . ,:j ~ ~~ .l (t (X:~ G: (.) LEGEND " ',10, D.......Deed M'...... .Meosu red M.H. ..........M<Jnhole PG .......Page O.R. .......Official Record P.P. .......Power Pole FCM......... .Found Cone. Monurnent F.I.R. ....................Found Iron Rod F.P.C.. ....................Florido Power Easernent ENCR...... .Encroachment INV.......lnvert J,' ;t< .............PALM :,~:~rJ' ......,..,.,.OAK [-\-',1-\ ~,. .>*-_..< 'fAP LE '< / \ .f . . . . . . . . , . . ..., '\. .,r ,'" ~"',. ~ .. CITHUS - --q" !III 1 .IMll&M~." 9ASIS OF BEARINGS: SECTION LINE OF BELLEAIR HOAD N 89-11' J811W PER PINELLAS COUNlY BENC~H~.AAJ<: H 1224 ~3f~EElE I' ~f' -- EL ;:s 12.810' > N:O.V.O'. .- M.S.L / ~ 0.00' . ,. .. ~. ) '.. ',.., ."., li"IiiiIIn,1 jmt . /1 " (-.) >( 0 o ,.. I, :, -'t I '-;,,'.- , r ,.. - r- -r .. '" I.,' ~, \ -; <~';;.. '~!' . I- I- V1 V1 ~} ~ ~~ ~ ~~ ~ ~~ ~E " ~, ;. " ~ :'::~t . .f..: ~ . , ~~~~~, ~ ,OJ.,,#,: ,,"'" .... . . ',:~:~ ~ .".' , X "~: ~': ~ .,.l-'... "''''!~~' . " ,.., .;-, ::~.~ ~~~ .:1;) " "- .,,~::,.... ,,." ., ... - ,. .........0 ~~ 'i::1Il, ~rj .~..~ r'.."..~ .. ,.. "" , )\ :l1 , , , "" , , , I ~ )C , , , , " ~Oj I ,'I.>' - . , ---/,.._'-------)(-- . . , , , , ..... \-.." " II- .... , I , ,tl \ , , , I I , I I , I ( I I , ,j' ')&. " .----- t I -t I -o~ '1.>' x' I , , , .... - ... ," '.. ':l~ <'). ... x , , \x ~._--. .x >< ,," ,'I.>' \ \ \ \ \ I , , I .p '>0' , X , I I , \ \ \ \ x '0..' '0 (',j 'v g .-...." ,"). " , -' \/ACAN , '- \ , ... , , ... , ""', , \ T '.~~ ~ '4 N , , , . \j:- ,..,. \ , ... ...... .../1..... " ... . ... .....10 ~ r~~~_~__~ . ,'I.> ~ " '_~' '.r~ ... ... "--------~--'. --~':r--~---.-_.. ______.______,,:'!-?' .. ~ ?:J' ~ ^ .;:- ----...-------'----7,.;:.::'.,-,---. . _____,,~~ ____..___ ,. '1.>', ~.~ N - X '__ t ' ;2 X ,.r-- -----.--T-~ . . .-------------____=: I y. :.' ~ , , , , , , , I , , , , t , , , , , , I I I I " " ,,.,, '., .$ I rhj~ SIJ(VlJY ..Y01 pre3p'Jred without the benefit of CJ title ~€(Jrch ')nd i'3 :3'Jb ject to 'JII eC)sernen ts. Righ t-of- Way, ond otht3r rnlJHers of record. Survey not volid without the signoture CJnd the original raised seal of (] Florido licensed Surveyor and Mapper. :.cJ' " ,~'1-- '1.>' , X '\' '1.>' x' f- ......... z'J.) w(]l ~r') ~cj .( n.. w .N () .- ,'~ Q..r- u..:, a:: . d fD'~ a.: a.: .~/ l' ). , " .' --r ~.. - - ( ,.I"".'~" .;,'..~--~'.','{ ,'", :.- ~~;I; .;(~ ~~~.~...- '..\.---x~ ~~., ~'''"''.,'-- . . - ~.'~".' ~, ,., .,() " ~ F:NCE Cl)~~[>" I~ O,50'N.&' ,6,5' E. 1_ -- x--- 1 .-- "- . ,j) -- .....,---- ---)(-- -Xx-- NOTE: fhis Survey is made for the exclusive ',He of the current o....ne('3 of the property Grid also tho~e .~ho purcnaB, rnortgr)ge or '~lJarrJntee the title t.hetet.) olr,th:n one (1) ,ef)r frf)n1 ,jcJte hereof. i'''~~~~.i''~.~~ ~ . \ ) f 1 '.. " r_"'.t AsphGlt J ~H ~ ~":> '1.>' , X ,.. CEF~TIFICATION I hereby certify thlJ;!tht survey represented hereo:;;:rneat the requirements of Chapter 61 G Y4Z' Flori <J Odmini~Otive Code, ( I.. . L /~/' ~ ~ '8~~&t)t:> ---- (J-/Y.A/ ~ ~P-.K-~ -/1.--- ------ / .JOHN C. Sf ENOlA Dote FI ido ;:3lJrv~3yor's rl3cJi~;trC)tion No. 1269 ertificote of Authorizotion No. 760 --'"",-... ~ .u.....lU1111IfJ Ill"''' fJL ~'lN_tllj~tll.: ',,') ,.., IIi FLOOD ZONE C, COMMUNITY PANF.l It 125139 01280, HEVISEr) "5/06/96 JOHN C. BRENDLA AND ASSOCIATES, INC. Consulting Engineers and L(Jnd Surveyors t___ JJ CCIB3 ti2a '4015 82nd Avenue North Pinellas Pork, Flo.rida 3:.3l81. felephone (727) 5l6-7546 Focsirnile (727) 517-~~9.32 U3 160 . L......, ~ .J..~ ~, 't'i}.7:'~, ,-- . ~_-,,'1' ". . ", ...." '.' . , ' ~. ,';,;:' :~~~' . ,~; t~5::Jj' :'-~:\~ "'~~'~'(;":J i,~ .~' . '-, ',{<;', """ . . ,,,{!Iff rOUND NAIL&OISK NOI S.E. CORNER Of'S.E.1/4 'SEC. '9-29-16 ( ~Q .~~ 0,20' d8 CL~AR ~ ~ ::.:...;:,.~ "__~'IiI ~t:t J >- a ...-.--' --- ~ a.: a.: I , I t ~ ~. . " I I I : I I I I : I I , I I I I i I I I I I : I I Certified to: Belleair Townhouse Partners, In., .Jornes .J. f\ltmor1. Sr., P.A.. Attorney Title Insuroncf3 Fund, Inc. and Broderick ond Associates, Inc.. I I I ~~ II I ~ I : I I I I I :: I ~ PARCEL I: The E<Jst .::%'o feet of the South 400 feet of the Eost 1 / ~ of the Southwest:) / 40f the Southeost 1/4 of S~~tion 19, rownship 29 South. Ranqe 16 Eost, Pinellas County, Florido. LESS the South 50 feet thereof for right-of-way purposes. .( . ~AR?EL II: The So'~th 4~. 0 ~feet of the Eost 1/4 of" the Southwes~ 1/4 of the SOt.,Jtheost 1/ 4 ~ of Section 19, rownshlp 29~ outh, RancJe 16 Eost, LESS, the South .3:3 feet for road, fJnd 0130 LESS " the East 100 feet ther...o ; also LESS the West 110 feet thereof, olso LESS the port deeded to :!'i'-~ , , , I I \ I I '\~ I 1 0"" .".. , '1 1 j "J ',...' ','::",',,:! r;,"~ ';l~ ':'.,..'...,.,j~ " r.] 't] !-': , \.i:.,,~i.. 'I ',..'," '..j ~,;' '-) . ~''4 SCALE: f' :;: 20' ' ,--\ ,,>'\ I I ~I :J I ~ : ~ I S \ \ NORfH BASIS: PINELLAS COUNrf COORDINATE SYSTUM ~:0 ~'I ~:! '.; j "','j','i,l ',' ) ,.; ,~ ':{ ~ ) '~ b. ~ Q ~ ~ 0. {.J r: '0 d o ~ .".. " ~o.~'..l I , I , ~/ : o 0:: ~, ~ ~il ~ ~: w 00.1 <)QJt ,,"'" I I , t ,/ , A BOUNDARY SURVEY OF ,\.~~ J .' t t. i:;< 321, for right -of .-woy purposes,;;,public f~ecords of Deed recorded in O.R. Book 7511, Page 518, Public (Furnished Legol Description) Pinellas County in Deed Book 1495. Poge Pinellas County, Florido. per Agreement for Records ,Of IPinellas County, Florido. I I I I I I I I I I I I I <ft I I'~ '~h I I ~ I I ~ I I I~ I ~ I 1:11 1/ 1~ '0 t~ I I ~ I , ~ C'~ \t ' :1 ~ I I'~ I I ~ I j ~' I 1(,) I ~ I '.. i :>( ~ r~ I I I I , I I : I I I I I I I I I I I I I I I I I I I I I 1.77 ACRES ,{. J' , r': ,ill "~',',:".:,J ,'.'''1 "oJ ,~HJ ~ /j:~' '.' CONTAINS 'g ,:::f, ~\'-. :\; ~ I ~ ~ ~ ~ ~ ~ ~ ~ .~ I~ ~,~ ~ ( /1 " t '>0,,:-'1.> I :' , , , ()OJ '>0' r I ~ ~ ~ ~ () 'I ~ ~ ~ I ~ i.1l ~ 'J') r..n ,Ji ..() g, .. ... ~~~-~...,~-- ,... ~~.....~~~"'~.. 1 I \1 ) FOUND "P'N~~,~~~/4 CORNE:~ PtPE NOI I ~:EC, '?-2?-'~ ., . 132,59' ~ :_J1~_~_ _~ ;'iA-;;,;-----'--------------~--------------------_1 \' 0 VALVES @:: = = = :::l 1.+-_3..2.S~_'____0i !.A.:~. fOP EL~n27' iNV, EL.... &. 94 -r fiRE if:(;RAN T 1 9 ".ll' ._-- SUMMERO/l~E OR/VE ~~1 I,',' /18 <;'1 i .--/;:1, - ~/ 77:3 PG: 5-8 ,., REVISIONS .Job Nurnber : 0008-20 BOUNDARY, ~rOPOGRAPHIC, TREE AND IMPROVEMENT SURVf:"Y --- --- No. 0 Ese r~ I p r ION .--- I Added co_':!...~rete and ~holt orefJS 2- /.v~~/.(?<L r,3~~ ~'r-;4/',t7.v ------.---.----.. ~_ tJPDAfEiD 'rREES ~Url..Vc='I ORN: Hf ~----- DArE 3/21/2001_ :J. i?$. ~()e// 4- 11.. - ;loot Dote of Survey: 8--8-200 CHKO 8Y: JCa '\l.'\("" ).. ~~,,~'+~...~'w:;~;'---,.;i,'~~~.tI.-~ k:S _ iIl.~~" 1II~~-lMl" "(J t&'f~~~'1I-',~ \' 'i r '~\'- :,\:,,:~:: ~" 1..... .._....J!:~__:..:.Jr.~_~~~_~;..__:s^ ~._o: ...~, '.. _ ,1., ... ~.... ~" :... ,.~~ ~ ~,._. ~ .J '.. ",.._ ~1:" ,;;, "! ~--.&. .:1... - \-..-i' ...,..... '~ ' ....- ... _ -............... -.:.:- ~--"'-- ~ '....~__~. l\. _ " -'.,L.__...i:.....;., t ',-" LW~ '-". ,'~( . ~,!. ~.~ ~j.~' . , , .t.. " !o;:.. ~ . ' '~~ -l;; .;.." ',' .'" ~........,,~~ -4t ~...... .J._ ......."l~.. ..... (EX/jr.) ~-I GRArE /N~Er I TOP s /0.80 ;-11. I/oiV, :: 8, 'r J ,/' I I LON4.5///E C1r _._~.., Y~rl/C~E , Y/5/tJlt./ry ( $.[. C,::,;~:,!~,:~; co: ?).~~,~/1 FOU'J[) i{,\;i.},((iISk; SEe, ;]-;:9-1:j NOH B.4SIAI BOUNO,4RY LI,vE r~ /4.v,(fC.c SI/.T FEA/CE a 6HO(/~OE.e. C~~AR Z<'JNC I i 1 I \J tJ. ~ ''I ,~~ N It\ \ Q~~ l;)~~ . . . . . . e. e ~, . o o ("J ("..1 I f I , I GENEH,\L NOlES: 1. Hoa(jway is not to ce o~en cut or disturr:e(j. ~ ~) a'F?OAOWAi' .fJH()(/~tJ6.e c."~c/l.e ~ON& 2. All PrGPOS€lj 'Nor/< must comply with FOOT Index :\0, 700. :.:-:' ')~> Any portion of the roaejway tt1at sustains excessive construction related darnage, in Ule opinion of Pinellas County Highway Cep;Jrtment, shall be repaire1j at contractor ex~ense in a rnar.~e; S~2c:iie(j by piri2:ras County Highway Department. 14. (;) ~:" 3. All right-of-way installations will be in accordance .....iU1 ~ractices referenced in Ule State of Florida Utilities Accommo(jations ~lcrH,;al, ~, I 4, All (jesign and construction must conform to the r~l:nimurn stanrjarrjS set rjown in Pinellas County Land Development. Zoning aro(j/cr re!ate!j Crljir:ances, dn(j ~.Iinimum T~sting Frequericy requirements. 23, Tlle ccnstfl.1ctlon of pa\,eme~it within Pinellas CCLr~t'f r'grt--:,f-way r1"1l; ~t r;eS'~ the fOllovv'ing criteria: .~,'?QhQW~ conc_ml~: 2" (FC.3~ eas~: S" FOOi ':er~lf:erj compacte(j to 98% maxirnum (jensity as (jet..:rmir.erj by AASH fa f-180. S...Y!~Qg~: 12" stabililed to 40 Laf~ anrj comr;ac:erj to 98% maximum rJensit'j as (jeterminerj by rv\SHTO f-180. (rnJr1imufl1) 15. All aban(jone(j pi~e to be removed frail) 'NiU1in me right-{)f-Nay of Belleair R08(j. 5. Signs and carr:ca(~es to te according to reference FOOr Inde;(es 600 through 650. FCOT '\la"ual of Safe Practces: See arcr1itect's plans for landscaping, irrigatlcn, iighwg. rc.:)f c~ra[nag~ aile 16. sinage. 6. Safe pe(jest.rian traffic IS to be maintatned at all tir'7":es. Lecations of existing un(.:erground utilities (putll;; ::rej/Cr i]rN8te) are flYJ ta,L1 veritielj an(j should be consider:;rj approxirnat~. Tr.ese I..;~jlites ('.Vfilch hav:: been interpolaterj from var:ous map sources] may not re::resent wfiell, accurate install3Dcn conditions. It si1all be t.r.e cGntrectcr's resccnsltility to field verifj the accuracy of Ulese installations as we'l as any exist:ng undergrounrj im~ediment to construction not s~own en tne plans cr:cr to constructcn and ta~e w::ate'/er precautions ne-:eSS2rl to inSI.;re .fe;e 'Nill t:e no (jarnage or contlict 'Nlth tj',ese facilities. 25. A minimum require1j sidewalk shou!rjer/clear zone of 2' frc,m tiie e(jge of the sidewalk wiUl a maximum slope of 3/4" ~er linear foot shall ce prGvic.:~e~j, i'io permiJnent or}stacles are allowelj in U1is area. 1'i . 24. All existmg asphalt. within tJie Bellealr ROd(j rigiit..d,,vay, li~l.;st be remcverj, the area shall te gra(je(j 3nej SO(jrjE;ej as r.ecessarj. >':F'F Neff F(~IJ'-.;C: ~ "r"~"jCI i 7. Any s;(j€;v'f'ali< ti1at becomes undermJrle1j, must ce rerriOve'J an(j re~laced. Siljewali<s are to be reconsuucted wiWln tJ'lree (3; I.:ays after rerr,Qval. '~~itierl existing S:(;6\l/ali< is remove(j, it is to be rerr.c',et': to :.t.e r.ear;;st Jcint. ::C)U HI 1lJ COi,~:t'R ::E'.C, 19--:)-"<f; 8. Saw ~ut existing 8(jge-of-pave nent p:cr t'J rer,'C'J2! of the e;~is~:r,g ,jriV8Wej apons. 9. Compaction for pip~ bac/<.riil sr1all comply WiU1 A,.lSI1TO T-99 (100%). All existing damaged :3lCje'....;JI~ 'Nithin tile Belle::!r Rcac ri~t"'Jf-\'Iay, cri(j any slcjewali-< ,jamage(j as a resuit of thiS COriSt;'l.;C:Cr., :,lL:st te re:r,O'ieG arv.: replac8cj as cirected by P:r:e:ias Countjs Higliwa:. ,ns;:ec~cr. 26. ;\.11 e,(isting Ijamaged sidewall'<, With the Belleslr RC31j right-Df-'Nay. and any sieje'Nal/< damagerj as a result of this const.n.:ctcn, must te reri;oveej anlj replacerj, as d:recterj r)y Pinellas Count/s Higtw.ay ;ns~ectcr. 13. 10. Disturberj area With the right-of-way ......111 be ccrncacte1j to lCO% of maXIr1H..rn density ar.cj soc.:(jed, See lanrjs,:acing ~:Ian fer trees to be savw:. re~TC'i'='':, srlj r2:i.;c~,j, 21, fne sidewal~ slo~e Ulrough the driveways must fTies: ,\D..\. stan(jarrjs. 19, 11. A minirm.HTl of 3' cover si1all be provieJe(j over utilities at all diW1 crossings. 2,,, c, T"rle joints of tte 12" x is" e!liptical re'nforcerj :c~c;e:~ c!ce are to ;lave fiiter fabric jac~ets per FeOT Inr.:ex :'-Jo. 280. 20. See lan1jscaping plan for turf tloc/< locations ar,rj (jet::!!s, 12, Do not (jisttjrb e:f.isting unr;errjrain or st,Jr:il SYSt2:~S. If fiitJi~ton berj is cjisturberj, contact Ule area ins~ector wiU1 the F;re!las CCUrlt'; Higl'lway OepJrtJnent at 464-8900 for assistance. See lan(jscaping plan for tree barrica(1ing r.:!eta~ls. 21. All guarejrails in Belleair RC'3(j st1cuid remain ur.c;s~.,;r:e~j. 29. A minimum rec;uire!j raaeway si~ol..;k~er/c!ear z:ne af 8" frem ecg::: of paVEment wiUl a minimum .slope of 3/4. per :ir.ear foot shail te po'w.:eo alcng Be!leair RO;Jlj. No permanent obstacles dre allc\'..eG WithIn tilis area. 22. 13. No stccl<prling of material in rOiJ(jway or on siljewal~; all (jirt anlj e;eo(ls \'v'11I be rerno'Jed frern job site rj;Jily. RO;J(js 0311(j Si(Je'Nalk to ce swept rjally as part of daily clean up. -~.~ '('.1 ", '1 ::{ ~ ()\:\ v' , ('J \:: j ,.X " [)\\ o /.~ I I '-. (:: CL , \;)t " LJ .J (\. o ()< CL r}~ u.J 0_ .r .... C) fH':;; '.... u q I I L.. " " " BASIS Ji- BEARINGS: SECTION LINE OF BELLEAIR ROAD ~ ~ 1 ~ f~ " N 89'19"38"W PER PINELLAS COUNTY ~:Z" BENCHMARK: # 1224 BREEZE '''HI! - EL, N.G.V.D, - M.S.L. = 0.00' ~ 12.810' r - " -.J[ll '-p.J I' I' ,I " ,I " I : II II i~ i ~ tf6 F LOR / 0 A POW ERR. O. w: E ~ S E MEN T C<;c.l1~ ~ONL I .h ~/,' u: i: ~ V ~ ! a.vi (.) ,?C r 0. 1/ ~ . I:J 73 ,>-1. I I I I' _J ('- i 8 ~ 80 1;1': it ~ .;;vcil I . 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SF -s~ s/~r ,c:-eNCc PROPOJeP ~ .IH()V'P.f"'R 4' ''Y- ~'7- '-= Z-i- '(CX/~r: ) P/IYe:~~/e:N' (EX/~r: ) 5/10(/~pe~ 18 18 4,00% "" ~~ \.; ~~ ~ ~~ ~ ~ ~ ;l. % ~/- _ - -::::.::::: '-=: --: .. - ~, ~~ - - - - ~ .:::::.::: - - - -- -::-.-:--::--- - -- ~-- :::: -::::: ......... ,e-tOW I.liVli' - ~l'iF P~AN,e-dlt Ii~AP4'" NA/NrA/H 3/+,,/,,: ~e)~ G ' 5#0(/" Q,"~ i APROA./ EA./TRANCE SECT/OA} ,'t) ~ ~ ~ ~ .'\ ~ ~ ~ ~ ~ . 0 ~ q :~ ~ ~' ~ ~ ~ ~ ~. ~ ~ :i '< ~ Vi ~ ~ ~ .~. ~ ~ ~ ~ ' ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ , ~ ~ ~~~ ~- -- --"::: AI. 7:~. CONTRACTOR TO CONSTRUCT ~VITHIN PINELLAS COUNTY RIGHT.OF-vVAY 2' PC-3 ASPHALTIC CONCRETE, 811 F.DOT CERTIFIED, COlv1PACTED TO 98% MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180, 12" STABILIZED SUB-BASE fO 40 LBR AND COMPACTED fa 98% MAXIMUM DENSITY AS DETERMINED BY;\ASHTO f-180. NOT E : CONTRACTOR TO DiPL&'1ENT HAINTENANCE OF TRAFFIC PI-:R FOOT INDEX 621 AND THE MUTeD SECTION VI I ...... ~ "h'_ ._.~7' "........ i (~r.: ::':~:. ::~:.~: :::'= :,-:-..,.' \tH. roP !;I...""',',il' i'j\' EL,~ 1. ~9 SUMMEROALE DRIVE (([,0' R/H{ 20 ASPN.) r '> W 0::: Ti -~ ~ i ~I~ t\~ I~ ~) ~ ~ ~ z ~ ~ ~ ~ l~ ~ ~ l { ~ o ~ ~ ,~~ I' ~ '\! ~II\ .~.~ ~~ f- ~ I' ~ ~ ~ \~ ~ 0... ~ l~ ~ ~ )I~ , ~"I ~ ~ ~ ~ ~ ~ "" ~~ I~~~~k' L1-~~ I~~~~~ o ~I~ ~ II:~I~ ~I~ ~ (j) ~l t~'~~ ~ w ~ I ~ I ~ ,'00\ ~ ~ o ~ I ~ I -~ I ~ I- ~ ~ ~ ~ i ~!~I~\~ ~ ~ ~ \ ! ~ \ ~ I'~ \ ij I ~ ~ ~ '\ i ~I~ ~ ,II~ ~ ~ ~ i' ~!~ ~\~ ~ ~ $ ~ (~'I-.l-- "--\-i---'- ,-- -, l~~ ~ ~ T i I "- ~ ~ o I \) N \ iY\ (J) Z o (J) lftz -4 ..I A. UJ 1ft" ~ Z - cl ~a: a w~ f-' --,0 I-z :)- ~~ <(a: ~a en w :E o :r.: z 3: o I-- a: ..... < W ..J .J W III .. " ~ I ~ , ~ " "- ~ l) t-J ~ I I I)>. ~ ,~ ~ '(j) U L zo >-. c1) "' > (f)~ w :.; ~(f) U-O or: (:) 0 (f).-J ......( "0 o~ -, ~ 0) L 5% o.~ ;.: Q LU C cx::w m 01 · c U +-' Z~ Ie 00 -,U .-J <{, W (f) o z <( w ~ :) ~ Z C) U> ~ . <( ,J U ' . ~ ( : 00 et:ii ~<5 ,~ ~ L-:J ro u- (fJ mer: w ~ l. ~- L ~ I- t- (f) .. r. I:l. ....----..--....." ..." ..~...... .J: .- ~.J C" J t.: ( --J-: ,... r : " ~ CJ Z~')'ll tr Cl C1 ((') I'- . v r...... I'- ~ 'C :f) lJ") ,- 0 \U _ "............-... > L - j..... :--..... <C (', ~ Or) -L . .~,~~ '0 -o..CJec.. fA, (,1 g E LO 0 .I': - ::(.0 O. ' r;, .- u.) o .~ (: 0 -:j- l'_ f- 1-'.... ." I ~I~ 1- ~.~ I ("-'.' r. __ ._ ' '1 .~ Cd ~) I ~ f ~II () \ v ~ N (J) ('(I o Z ~ Job I'-Jumber: 0008-20 ~ ~ Date: 8/8/2000 _-L S~t.No.~.3 File name: \DWG\2001\BRODSP.OWG Plot dote: 4/23/01; 4/21/01: 5/4/01 .....-- ~.....-" ~___'__""_''''''-____~''''---- ...J -~-----~.....,....... ... If ......~ --..- .' ............... - .Jl:oA- J '.... " " " t I Iw !~ ~ 10 ~ lJ~I-.. I I I I (f)1 z \z 10 o 1_ If- 10... (f) 1_ !ce . -- J.. - - ' I BASIS OF BEARINGS: SECTION LINE JF 8ELLEAIR ROAD N 89'1 9"38"W PER PINELLAS COUNTY S.L cor~~u~ C;F 3.E.1/,1 SEe, U-2\)..1G BENCHMARK: #1224 BREEZE"H" - EL. =: 12.810' , N.G.V.D, - M.S.L. =: 0.00 rOll'l[) N,\;I.&(')I$f( ~~O# ( r.;.l g\ ,I ~ rl ~ L'J I ~ I 'D 11 - ~ :0 I~ I >- r-- ,..- L. I I Z 'I ' :1? '~~, I I '-.... " ,I 53 00 : I , z: ~~ ' .;{_.;P"'_~- --..~n,--. --. "--'r-I _._-_.~. GJ cq . \ I Vl - I Q,: 1 ", I I \ I! )' f\. I' 1 I \ I \ 10 I i II \ '1>; \ Y , ';5! I ','k ,) ) \ '; ,.::; 1~ 1,.1 ~ '1 I .', I'')'' \ il,,"" ",-=-""f< -.*-.. L -- ~.l -. L.... . ..;!,;t; ___ ( ~'l:.I" ,..I ,--;- ':ll I '.' 13,,' f,,' fJ 12' I, ~:'J I -~ '--r I:~ 5.40': ,>~ I ! ~ " ); ,'." : I I'~; I I ~1},J I' (.~ I I I! ~ I ? I I J ~-.J I! ..,':" ,I : I V) Lfl ! I I lil:; , : i I / !13 ,! , I .I i:6 I ~<0 I,...l I ; I ''':/..../11 I! i~ " -' ." I I ! ';; /, i ! I ;r j i!) f-- Vl o~ n. " '0 ~;~; z ' ~'~ "d vi 8'''0 00 ~O 1- ')"1 o IJ. IJ.J () 2, ,J) I.... ~.~ ~) ,('l ~ c-~ ~ '-4 ~ '> \0 ~.I !(f) t), i..JJ I ~ I !W'I CL '01,,\'1 I I~I I '~I' ! I I '~i I, I~I 1 I I ~I j !, ,[ - 1...- _.-, ----..- ._--- .._- -, !"-ci'I" -:' , lZ \ ~ ! EASEMENT J1I: O. R. POWER OR/DA FL I: 'I II II I II II I ,I ~. II ,A,y :~ ,I :1 I, ,I ;1 II ;1 :1 I :1 \j I ;1 11 II :1 " :1 Ii ')J I, ~ J.I, "~' :1 ~ ,~') ,~ ;~ ~~~ ':' i I .r j f " 1I~ j i II~\ i! J~ , ! I ! i,1 'J I! ',~ ! i Ii I:~ Ii 'I~ II :I~ I , I'!I I ! III 'I~' I ! I ,'\ , I I I : I \A I I I ", ,.,. I ,0 I ! I i ~ I I ' '-t- - - I! -,' I LJ----- ,I ~ i , , ~ d~ ' , t~ ' : I ~ III !~ ?(~8()~; jy/~~lOR/~C- __ ! ,.,./~2.'~'~(BO; f~~;lff/A/~r<:'J/A/7 I bP~(ro'~~'L80XES ", \ ,~I II 0 " ,I i ~Srl PR, Or? /3M,~, T~HII <( ;t; 1,1 ", I .Jt€rENS;N$~~~~' :, ,t', i .6>.tI COUAln1,f"OH4'1'jrS{)::@11 I.! ~a...:;:~ '~l I ~~:I j'.,+-, A, ~P,. 24,~t".-4~' .14. :2.,1 ! i!Y. V1 '" :1..\ ii' I. ~ I "'''''1 I I II\''C X ! I ''':1 I " '::., D" I ~, ! i ~ ~~ I :' -H,i J,' PRo;q ~ liG: Y1 I' <( ~J:'I'I ~"~.4r47 i~'", Z, 1" ! 1(". 'I' W I Y/1~(/~ I I,., ; C PRO ,."" .~. "~J-~IIif-+l I~::' . ('\'1 ..:Y.. tvA~;q, 'A/tV II I ' i, II i.) 1 ,,' 'J :g.-:/ ! ,--J !I I . :;, : ----. : II WI;!: II ,Ii en ""Ill lli i *1 /r'. i;:1 I ~ i ....(,-'q (v ",." II' ',' 1,1 " ," j c:; i I I! Ii I :(; i I I, I' II .' I 'I ,.:' ! 1 i II ~~;::;J;4~(' l'~1 i : ill X i i II ;:; I I~" " : i ' ! I 'I :0 j I i I I ~~ I_ I! i: ~~~:., p,! I ~ I i?0J{~ (~ I, , i! :1 , Ii 11 1 \ tl I 111'1 !l 'I~) :~ <" II ,,:'f / '., F' ()C: '("l) ~~ I,',:).., ,) ,I J~)O,OO'(D) ~JO 1'1 0"1 5"( SCALE: 1" == 20' NORTH BASIS: PINELLAS COUNTY COORDINATE SYSTUM -~~ - - - - - _ _ _ _ _ _ _ _ _ L _<=< _ _ ~.~ ~.~::. ~.~~::. ~ --~_ ~;f.x::. __ .... c ~' 8 ~;, '. ::':K 'JJ ~j Z l,,) \1.. . )" 1-- ) ~1 () 0.. ) ~~~ 7- !J.J \flU, 'j. .f N N ... 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D \ I \ \ \ , , \ \ '. \ , \ . \ \ \ '. );/~ 7ijt\ I I , , I , , , , I I , I I I , , , I , , \ , , I I , \ , I I I I I I ," \ , I I PROP. 4" dAN. 44~YI"4. ~AT~RAI.S (1'Y~ ) ~". ~.... . '.. :;". ('-4 , ~ ~,\.'\ .... - - .. ... AI()Te:: P()R S,qA,//,,qHY ~OKCEM/I/A/ REPe-;e rOSH4Er C"4-A '....,.... - - - \r ~ ~~ .. '?' \ ---~-----''''-'''_'INlI'--''''"'''____~~''''~ _~._ j'. .-- (f) t>.v, ,. , --'''~r--~-~_':'~I~ PROP. SA;(/' SEW'f.~ " M.H.:p.Z '-.~' TOP = /4.50 IA/Y.: 9.98 (our) IA/~ = IO.O~ (IN~ ;\ ['~) (' b=-I J~_.;--\-t- \' \:::rt=- \..,... o () (".J 0,1 .0 o I- (j) I, ~~ !' Lv U Z t;-! t I I i ------ -_.'..- '--r- .. , " ... ... .... - - -.- I __ ,," t(f) OL Z~ Q) (I)" 2: Ld :J ~(j) U -0 Or U) u (1)---1 <{ -0 QC Z 0 <{ (/) ~- S~ (.) .~ 201 we o::w en ..c .- (0 N +J c.J -4' PI') \.. " L{) C (\ :'J " G) L_ ,') ! I :Jt)U" ::J v I" i' C 'c ':), L{) CJ _9 ,---..,............ > LL " " -1: .N("\J - ~"" v\.-"--'" '-/ C 0 N o~ .' l1) CD c- (J) o' E ,,,.s2...C._ UJ_ o.(j) r- ~ <l> () O'~0 0 -<tD...f,-lL. j' !..d ('1 "',t- , , _---...:L -';-:-~r '" ,-1' .,J , ... ... .. ... - .. ... ... o o ~~ PROP. G"r//PP/A/(;' SAO.o~ E (/N$rA~~tD 8Y~()VNrY) W/TH t:.W~ON/Ne- /NtTe"Cr/ON POINr oJ I I \ I \ \ \ , , (;i ex) (() I I , \ , I \ \ \ I \ , I I , , I , I I , , 1)';0< ~' " I , , , I (~1, ~' "- X I , , I '(5 liD ?: f'/ OJ) ci u.. " !N I.j..J . t-- ;;.: '. ::1; .... ... - - - ... ... , I , I I \ I , \ , , , , , 28 ~.~ 0'&:"(;"'''-0 BE OIRECTIOA./At. 80Re (/,vPJ!/I A5Ph'A~r f~' · ~-- -: <-...,j N '-': >< -;.~ /', .m...!~~ :.) I ~., , or: . I ~J :,: r.~J . (____~__LJ ~ D : I I I I I PRop,15"_~ _L, VERT1CALj CURB ""'- 7cJi I ,~' I I~~~ 1i I"~ ~.; i c Ot~ c r~ t~ T E t~ L 0 C K ~' . N ---'. -.~ 'fcc=---- ..c--ccccL-.:.-_-___.-:: _~___ c,~~/ I --- - . ~ - '- - -:-'-)r-~-=-r~~-"'""':..a:-=-====.:ua. '-- Z' ..::;.)~R'f:ti;:..-=::..------- - -----,--- 'IJ I ~ "L.-._-X r;' '('(1 ~ 'J ~ .... ----,' -~_!()h'f.R..~~~L --- : '..' ->(. .. - -.- - -{~o<.. -,-... -- ~:.~ . ~ _. X*"-'~_ -:?-. ~,.-" ~.;J.,....)t-,.. ,;;-.:...;,-_.. ~-'!t""""'~ ::-:.,----..~~-...-, '~..:z.'~,::_~ 'x?-_:~ ::;-"":;;''''FX.. '-- --_. ;;: ,:t._ __ _ _~_._. _____..... ~ '.-.''M-~-:;--=- ",x.-:~.. _ . I I I , : r r ; \ I :, ...-" :','.:i . ": :~x ::~ I ! ( co\ r,.~., l j 2. i I!f' '- ') / '~" J.. i ! ; ~,-, / ,.,. ,01 ~/."'\ I ! 1 1 ~ ;~{, , ~....",' ',l..~ ~J.. It: ,/ ./ > !~:~~I& : 01 {q I '\'1 %. J ...~ , I)' I i r (, : : 'j 7' <( r. u 'oj- I I WJ .~ U ~ -~ 'vO~TE: :> I.) J/,4C{/(/M Y/lLVC'5.. IF' HEQ(///?E~ .4KE //-,.e ,i?ESPO,(/ .s/a/~/-rY OF T.tIE COM rn ACTOR (,t::"(),q rHE .z /I FeJRCE NI.4/N fir -rNE ~/,e:r 5r/lr/aA/~). 'f I ... ... - - ... - ... .. ',\... I~ 1 r': j I ~J ' i" I I ,.~ I :J' I .1:1 ,<'(. I ~~. ~ I..JJ ' In 0 "'f CL LtI .N ~~ ;,.; a.; ...- ~ 702- 'j 1-- \' ~ ~ ~ \:i~ ~ ~ (() I I , I \ I \1 ~[' r/J ,,:>' ...'.>< lCJJ ~) ,\~ I. ")' , , PROPOSED DETENTION POND I~ --I,U : r."l il II..J .~ ,?-: ~ ..." ,,'>-' y. Q) 'C V:;:J ~ Z(/) Ie 00 -:>U ~< ! ~, ~4J '~l\ i ~ ~ !()'l. ~ ~ : \9 () I i \~ ~ ~} ~ I !$)\J !jJ I I , ! '. . h ~ ~) Iz I ~ \:" ~ '4! ~~! ()~ \9 ~ I ~ t::ll ~' ~ '\9 R: I \J I It I ! D.: lJJ 0... V> Q Q n- O Ol.w ?: ~~ . w ':/) :.., .550,01' (~,1) 350,00' (D) r,J 0 1 . 0 (:3 .' :) 1 "[ 0.78' /.~- o ~ $ ( i I I I I I I I I I I II I I I I I I I I I ~"" I I I ~~ ,C) \ ~~I I I'~~ ~~ I I I~' '\ ~~ ~ ~ ~~ I I,J-~'- . ~ I ;"'1 \OK I "'" ~~ I I SUl; n< 1 /1 COi~~!U~ """, ~ I I I--~- _. - ____ ____ - ____________ I I I +---~ -- .'JI:~J~. -.-+~~::::::~:::--~.~ :- - .. . ... . ';~J:' ~_:. ::: =,~ I Mil. rop~'I..,""'J,;:,;' ---I: ' ,If',!, EL".,.7,39 P/{oP, F,/oII HJII = 10 00 f-' :n ~.q u j :~~ Ii; "......)00. I I I I I I I I I : I I I I I I I I I I I I I I I I I I I I I I J I '.. 1 ~ L oJ " Ct: (EXISTING) SOU HI HAVEN ROJ'O U f1L1TIES (EXIS riNG) BElLEJ\JH HOAO U rill f1ES ,~ :;) 1, FLORIDA POWEH CORPOFiATlON - PFiIMA,RY AND SECONDARY LINES ARE LOCAJED ALL ABOVE GF~OUND ON SOUTH HAVEN Dr~IVE. NOTE: CONTRACTOR TO IMPLEMENT MAINTENANCE OF TRAliJnC PER lo'DOT INDEX 621 AND TUK MUTeD SECTION VI 1, FLORIDA POWER CORPORATION SA PIPELINE WHICH CONSISTS OF AN EXISTING PRES:3UHllED 14" HOT OIL LINE LOCATED 75 FEET TO 100 FEET EAST OF THE SOUTHEA,ST CORNER OF OUR PROJECT ON THE NornH SIDE OF BELLEA,m r~OAD, 2. FLORIDA POWER CORPORATION'S pr~IMARY AND SECONDARY L1NESAHE LOC,.\TED ON fHE NORTH SIDE OF 8ELLEAIR ROAD. ALL OF THESE LINES ARE ABOVE GROUND, LOCATED ON unLl Tl' POLES, ~; >~i c-. ':r; ~- 2, G. T.E. 431 (VERllON) CABLE LINES ARE LOCATED ALL ABOVE GriOUND ON SOUTH HAVE DRIVE, .'r '0 r"J rj, '(, ":'l ,.(', <:;; ;;? \ L__ 3. G, LE. 384 (VEF~llON) fELEPHONE LINES ARE LOCAfED ALL ABOVE GfiOUND ON SOUfH HAVEN DRIVE. , i I I i I I l I / f~--"-- --",_... -..,- ---.. --'... ..-- \:~__ ...;_4?J.: 'h",_'1 ~:.~~~\ , n,55' i'>i (~) I. ...--. -,-1 I () riFt': H'1'CR t:i T 1,___ ..'.?' ' s~:, -.,; I 3, G. LE. 431 (VERllON) CABLE LINES ARE LOCATED ON THE NORTH SIDE OF 8ELLEA.lR ROAD, ALL OF THESE LINES A,RE ABOVE GROUND, LOC,'\ TED ON U nLlfY POLES, d. PARACON/rlME WARNER Cr'\BLE LINES AFiE LOCATED ALL ABOVE GF~OUND ON SOIJrH HAVEN DRIVE. \ , \ , , , i I I \ I \ 4, GTE. 384 (VERllON) TELEPHONE LINES ARE LOCATED ON THE NORTH SIDE OF 8ELLEAIR ROAD, ALL OF THESE LINES ARE ABOVE GROUND, LOCATED ON UrlLlTY POLES, 5. Clf( OF CLEARWAfER WAfEF~ MAIN IS LOCATED ON THE WEST SIDE OF SOUTH HAVEN Dr~IVE r- oU~,CJ~ "F! NCI1 P:PE. I'W,? 6, C: if OF CLEARWATER SANIT,.\RY SEVJER MANHOLE IS LOCAfED ON THE t.AST SIDE OF SOUTH HAVEN DrilVE, 2 FEET SOUfH OF LOTS 30 f\ND 31 5, Pf\RAGON/TlME WA,RNER C,1.8LE LINES AHE LOCATED ON THE NORTH SIDE OF SEl..LE..\;R RC~D, ALL OF THESE LINES M~E ABOVE GROUND, LOCAfED ON UTILI f( POLES, ::[(;, 19.-~8..'6 ~"."" ,~ -;, . l, Clff OF CLEAF~Wr'\TER GAS MAIN IS LOCATED ON fHE EAST SIDE OF SOUTH HAVEN DRIVE. LOCATION OF G,1,S LINE IS 8' TO 10' F.AST FROM BACK OF CURB .36" DEEP ,. 6. Clff OF CLEAJiWATER WATER MAINS.. THEfiE ARE ~wo WATER MAINS, A 6" AND A 54", 80TH OF WHICH AFiE LOCATED ON THE SOUTH SIDE OF BELLEAIR FiOAD 8. PRIVArE 2" S,:\NIT ;'RY FORCE Mf\IN IS LOCr'\ fED ON EAST SIDE OF SC'UTH HAVEN' DRIVE CONNECTED TO, C:iY OF CLEAf~W"fEf~ SANITAFiY MANHOLE, THIS 2" SA,NITAiiY FOFiCE MAiN RUNS SOUTH FROM THE EXISYING MANHOLE Fori AN UNDETERMINED DISTANCE AND CROSSES SOUTH HAVEN DRIVE To' CONNECT TO EXISflNG LIFT STATION FOR J K FOOD :3TOFiES I_OCATED ON THE ~JORTHWEST COriNER OF fHE IN TERSECflON OF SOUTH Hr'\'1EN DRIVE AND 8ELLE1.1 R ROAD T, CIlT' OF CLEA,R'NATEFi SANITARY SEVJER .. THERE ARE NO SANITARY SEWE? LINES ON fHE NORTH ~3IDE OF 8EL.LEAIR ROAD I _.- //~r--I I ,. I I I ~: .' -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SlJMMEROAL.E ORIVE (~O'R/W, 20'AIPH.U()C'VR8S) 8, PINELLAS COUNfr Hr~S STORM LINES, 18" DIAMEfER, ALONG WI fH STORM !NL~fS LOCArED ON THE NORfH SIDE OF 8ELL8\.IR HOAD I I I , I , I I Job Number: 0008-20 9 PINELLP.S COUNTY HAS ONE S fORM CRAIN ROAD. INLET ON THE EA,S r S,2E CF SOUTH H(~VEN DFilVE LOCATED BETvVEEN LOTS 22 AND 23, ALONG WITH A 15" f~ C p, RUNNING SOUTH t.,ND,'\ 4" UNOERDRAli'J RUNNING NORTH, 1- Date: 8/8/2000 11 ,;,;..., > Ii I: I: _____ ~.~~.........-........,...-...--"""" - -- --~........,..- Sht.No. C-4 PROPOSE D NUMBER OF BEOROOMS = 39 ......~,--...........--..--........~.............-..- File name: \DWG\200 1 \8RODSP.OWG Plot dote: 4/2.3/01; 4/27/01; 5/4/01 ~-...-_....-----,------.-...----'~ .A. 4 !II d. -t 'R 1lI- ;'J 15 1.3 i----f---. 1 1 9 .,' 15 13 f--- 1 1 9 '----- -, 15 1:.3 -- .->>' 11 --. 9 NOTE: CONTRACTOR fO RESTORE AL, L StDEWALKS, ASPHALT, & SODiPROPosED L,IFf STATION TO ORIGINAL OR BETTER i:: ~~';~IN) I. 0 N INV. = 5.42'(WEMELL) A A I I ~ CONDITI INV. ~ 11.00'(FORCEMAIN) I 0 ~ - Ml ~ TCH ~~~mE ::- - LOT 19 I LOT 18 1 II Y;~'////'""'-0/" .PROP. 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't - --- ..__lLJ':,__ - _,__ _ ~' I.;. -----;y ::':-:f"'~ :~=Ii:.~ ~z~.::~: it:) amt:) "'1()ji#;.,r';ll ~ ':',.' 0 / -~. ,'.r::: /~'.,,,.~JiI. l'ff.t".r. :'; m' t l ,~(, '. ..... -.....:.." nl . Jp/'''J :';':. - . ,--:: .-:-:-:-1;.;> '-'~'~---:-...-. ;- 'f;" . 'J~ ;. ..~ .lr-ij:....L4.~, ...:...:.,...,...~-J.. ' p '. :2~. :. :':' ~_~:;~~.;~:.: ~:~.;:~~:~.i!;} ~ ~". -. .'-, -'-.'--.-"'-"'-';~,l: ~~~--7'----OJ ,." ..,--_.~-'---,..__.._-_._--,--,-.. ~.~.- ~ ~1J..?'..e~~. !o_ ~/~. ~.dlu., .p-....... "t.IIJ. $ .~ri~ !IfHftffArlfAfF :Pi __..J_ - -~~ ';:::,':: f-:!;-;~~li; ~ffl' ~:Tf . ." :~.~'. -- -.. ~,. -r- _1_ -- - :~:~I', :~ ~ ~ 1 " . --<t .. r 01. & ~.. ~ ,:.f::: l' ~~ I I .;-;:~rl~'~ 'd ~ ~ ~~ -- ..... 4 _ _ t. - -"""", r-- -.--.;. - ~ ~-l. ~ :; " .) (~)(11':)/8" --. ::~: .... u", r: 2' f't" :...-:. . .~...~..~'..u; ~~" . '-.-..----... .... I ~. ." .) l ~... ... (iPi;:) i'8" _.....:..:....... .- -...- .~;. .~~~...~77r~J-. r-. ::~~:~I~ ;~'~'~': ~~_~ A.~~ .......-.s .1.....' I, . . ., '.. ~ ., .',," J f 2' Cl.11 _..." ...~..., '" .... ...... . :,,~'.,: ;f1'~..~. J~;'~9':"'f-' 2- "I ....::..:....:... . ...:~...... .... "./.......-.. ,"".a' ~_....;..._...: - --- ~ .....:.....:_. ...; . ......J . ..:....,... .. ....J 1"1.1'- O(J \ - ';~f1".:- . _.__..-.~-- ------. IN~-4.'" ~9 /Z.itl" J.) '''.~.~ -' 4 0.11. e;v 12' Ci.... INYos9.o/ .,1 SECTION AA r 1\, 1[1( ,\A1(1I1/L ItJll t1 .:'or,D 111.11:A fllf (OIJIV.....()lf '.ttlll IMlllll.l<I1\' fill.! fiCO" II' I:) tllf r."lAlla , [HLCllVI: (.lI"::' Slit: ,.... IhQ III o:d .'.., (,I"'I-'(I(1l '..IUJ"'/'[l) -..1111 flLl(l~ fJ\LxlC ' ~ <:~ ~~~ ~ ~~ ~ll_J!liaa ~l4NM!W!l11111 ~i ;;V:Ml~''''''..'''-Iil...~&I'' ~:C:~~.~-~\It~~.~'Wli'rMo/................_~~........ ~ UNlJEflOflAIN OET J\IL t~ T &. FLOW ~-"-- (/) w :E ,0 J: Z ~ o I- I I I 1 I I I 1 1 1 I I ~~ J'''i~: ~'0~% ".,... I' .V/~ ':~ ~ 'ili~ (; ~fi I~ :~ ,. ,.;1 . ~~jl:~ .. '\. 'JI'/h:'l,/.'t ".:. Iflll//I/I/It; I I I , I I I I I I I I 'I .~(.. ~.,/I .'J I~?~";~ % '11!~'1. I.~. " '. ' ,.." ' .~ .;,;,.. '/ A :, I, 'J'" , /.'/1. ','I".:;,! Z II. ", .. ' ~#h~;~:i;:;~ ALTERNATE g ... r.c: o .. .... 11'\ >- t- Z ;): t.O, ' ,,9, (1)1 ~l .Al -I LLI Z - A. fA =t 'J e wo ~cn z=>> _0 ~W a:Z QcJ: ... ... leU (.) - :i , I'~ ."!Q~"-.---'l I Socol!!P :sw.;Ue , AECOMENDED ./ (,:;o(/$/:) .~eAP~ -L ___ ____ _ __ ,Aj\#-' ,\ ( ~. $,./ r..., '-'9 J<c, ) SECTION BB a: - <J: w ..J ...J W r.a - .$(.OPI' .j1 o..J() ~ 5Et;I/OAl THROtl6-H SWALE ;41. 'T: ::$ . MODIFIEf) lfYPE F IN1.E"r PREAS SEMBLED SILT FENCE t\IM-~~~_~*-.~_:~-_~~~.~~----,___...........__~..._..'l;oli~...~. ! --- S TBAVIBALE FILreH SfAKE:IN PLACE (On PHEASSEMOLEO SILT fENCE) --2" X 2- WOOD STAKES TWO PEn BALE 0'~ -" - WIRE on NYLON / " aOUND BALES FLOW I ~.'-.~~T~~ ~ ;,:. '.' _- EXI..srING GRADE 2'MIN. -' ~~ -'--- p SEC nON fLOW I I ~ H:o.~~~E':-:~-ci~~~ o~J F- OALES au r reo - DOY'NSLO~E -) TlGB fLY I PLAN 1 ANGLE FillS r STAKE TOGE niEH rOWAHO PREVIOUSLY LAID OALf r -14l~IJ-.:.- 1l~11___ n--~ fi-:glf- ..1 I,'" A'il' ,IT'.. Ii l' ,"" I~'J l: ' '.. I ,,.",,- ,,, :: r-.., - :'- I, ~;.., -{;- I ~- tt- I --- !: " f!/' .. 'I I. " '" '" " 'V U fJ II 'I .. "if Ii_v '1 l.llll'.~~'~~~"", ill J CA L _l~t!lli p f_OU.f!l.!..LJ.l~JJ! ~Jl11Lll1't 1. U,L~Q~.ll ~I!J_A.._IM~~ I fQ t1l0HCr At:.. filE .....cH G.RO~'D f';UIC'lfS or IllE flUE n~ r!1C!AJI1CAL tAJ-'....CE 1.. to UOUCf SO:1. II(AJI tHE 11'-"" (GI'tActlC, AJ!!) Tuvf.JIT 1';..01' I:,I,;......(;E, :I to tACVIH IlHSIOL All!) (4,nf.'-L AflJ.ltJllSS or UU'S nUlllC! to [QUIi1".[IIT OH'....TCU .VIO CCIlTIlACTCllS I.Q..~Mc!...l.L~:.ll I 'LACE 110 !fA\lY [QI1Ifl"Uf USIH -eA.'JIlI; OLY !.AJlD U!(JI 2 'LACE .0 Ct;1I5UUCTlClI i'.ATUIAt CI SOIL l)[i'OS1tS IIISJCr: !}..Ulll UtA IlY C!5UVU';; tuSE rwo S[M'll II1LU A IUI'S (!..UCE tc_ SUIHfH IS t;;UAfLY 1 l'!HtOH 0 , ~ (} IJj ~ 'J ~ l\~ O~ ~~ ''\ (J .', . ,4~~~!J 00 (0 <."'J ..c " ..t 14') e I") ".n eJ> () I") ~ ej) Z 0 (D ~ 0" V'-1.0" :J is 1,1) C--~ V lL. ,,""''' > ,." 0:{ _~A ~ <."J \,_...._~" r) 0 ....- CO-V ('-J C~ 1)') V) 0'- o _c E It):::: 0.. . Vi '-~VC) 0.-13 r) ...1- Q. ~ lL. . ." '1: I (...,on;< .) 50004'0 5t.()~e . (J) O~ '!i ~ q) At:: ~a ~ (1U ~>A c t' fJ ~~ I .-J ..c&. -0 OC ~~ \.- ~.~ I' ("'J') c W 01 . C O~ :J ~8 ~O In.fU.liill C If S .sLY..lBHJ.!y_LW.1'-!!J. I i1[1I1li'~11 '.AOHiS fa It UOtlCfU; .. PUlts-ell tLUE Cl I', ~!ICI!tHl IS OHAIU 11, ALL 01l!.U TUIS JIICLvD1JlO 1!....I.:iIQOcs. JJ) ct Ut CllItLlJIE Cl 6'. '...lllCHHlI. IS GHAtta l'!t1!lOD or U[CflCJt (HE CUeVA): A, HIIlII1'-11 HI';;U cr IHJl~!l1S )' AID to uss t!U z- . z- L,,1<Hll I, UiJlICllTS 530VLO !AVl !l',;lll.OfA.L IIUelllllG At In lot .IJID 12- tHCW T!1E fOI' c, UnIGIJTS 5!0\ilO II SPAno .Af to ;,;.u t~ ,. . S' IJIUUJ.S, D. llCUtCJltfA:' KI.HHI\S cr .0 US, IV" 1- . J" Lt~1"Hl. . t t CP LI.L~,l1 1 !A.PJl.IUS ....H fO It UlCHO .....0i.'.0 AlL flUS .- en .IJIO ('llATUl fO Hi'....11I tlIS i1\!ST !E OCH IUCH COStlUCfICII. GJI.AD1U. Cl AJr flUS ilE ,DfjvIO. I.I.UIUS AU 10 Ui".AU 11 PUCI \lUll. ALL IUUG AIID COsnVCrICI Ul OCJl[ AltO IEAYr lQUlfrl[IIT IS OI.lT cr flIl }.Jl.U. IJIJ.ts ,. eu .A..~:l t:JHATU I!AT }-'I L(t('UlD "11111 10' ,r IU LOl Lllt-tll CCIlSlllUCTI':lt $!Al1. ALSO If: tltCtl(tEO IT A I"-',~ 1 CA cr: IT lOU !!.AVE All'i Q\.'!SflClI. fUA![ U~t In U1.'Jl.Il-Uf OF f.lIya<;;~...,lJlTAl i'.A.U:;f;hUT . ,eZ'4751, .' ~ ~t f'hJ~.."f.J.:~E~:1[.'-:W1~. .;~~t~~i~1! ~ 1'~ .t..,....A..' ~YJ ~. ~-:: .;"\-" ';",;; . - ~ ~ ~~ ? .~" ---" -~- -........ -r+ ~ ~ I '-\ I ~ ~~ '1\ EJ<IJr ~~f/'1C - ' 1<1-,2 - 11.3 ---- - '. .1 \~ tc~ w~t;;;f:l /4-,30 I, ~ ~a (1'4/1'1.) rr.J,P (/"t:' O,f/NK ... I j'o :: I?-. 30 -J / OJ/lV" 13."/3 qzs I V -I -,' SEDIMENT TRAP ELEVATION ,1I.1lfIIl.'oQilM""'_~~........,,~'~~,,~~_.~w~.._____ L;;b~~{//"/aN /l81//',t!",""/f,vr Wt.(/,"'f~) O.~ (1.lr.~/.vC","'):12.7/ l," ____ . . _... ___'2.___ '-' .\ C ~Q Cx' QQ :,0 _ ,o(},vL) 8()r/(.)~.: 12.20 ...~ ~) ~/ ""'..0 t": ; -..S' -? \- ~o " J ,~ ./ ~ gHF1 VIS] ~ U ~ STRAWBALE Sll..T BARflIEF~ ~___Vh~"ltII~...__,_____,-...._ ,AZUZ HARDV/OOOS PINES 81~JJ~~&-~~, j-J '" "t r ~ ~ ~JI ;: I Ie . . o. . : . I J I RlseON BARRJER I I I ---c---, · J . . . f · I ~-'-.--21 J OAIPU~4E-.J . l-- -----.--- F IJlL ORI Pt.m E --------1 ___~__~'L!j!~_ ~ II. '/ EROSION AND SEDIMENT CONTROLS No.rES: - ~~~~~..,........., Il''' "..~_'tf:~.oaw:,-'~.."""'-"-~l~' _.... _~~~Jl" _r _ ~~-"~f1__IlI_ ".____ '''..__>If;__.........._ ....Illi_~_ ~ SKIMMER DETAIL N.T.S. - .:-..- ~ 'Ie...i r- /.) POND 80'r,OfrJ -ra aJ!se/tOEO OR .sPR/G;~eo" ~.) P"/(e'If8<JARO I~ O.!SO ~4Cr. 3.) 5/l.r P"~VC6 T() 84' /N~rA~~eo OVTS/P4" ~HAtlOW cAlBANI(M4#r~" 4.) ~;/lX 8E~M J.I~/~Nr:: 11z/' ,? 11; J~::X1' i2 ~ <"-5' 17 , ,,--.1 i "X2' ~"""./f~"'. f J ' I lkj-{ ~lN I ~I-:=~ ! l-c~.IJ : i WOOD BARriER ~- FULL OHIPllNE -_} .EROSION J\NI) SC)lL CONTH.OL I A) PROIECrION OF EXISTING STO~\1 SEWER SYSIE~IS: DURJNG CONS'fRUCTION, ;\LL STORM SEWER INLETS IN THE VICINITY OF THE PROJECr SHi'LL DE PROTEcrED DY SHDL\lENT TRAPS SUCH AS SECU.aED HAY DALES. SOD STONE, ETC., WHICH SIL\LL DE MAINf;\lNED ,'NO trl0DJflED AS HEQUlRED BY CONSl RUC nON PROGRESS, , . SECT/OM THROU6H ;VORTH PONO *' .1IlIIil ~--,-.._..._-=~-~ A.,lL """ ~ I ~ v \"~ ~I ~~'\ ~,,', l . .~;' ~(: Cf):;?~1,', ~~~t,I,!! ,ii O. ,"~,11. f.'..":~~ ~ ?;- \' ~l '1' f., ~:~ -~-. ":. 9~ _:~ ,\ j1 ~~ 1 I t~;,f.11 ZJ11'Tt' Jtt';~~;' ~~i~/ ',-' ili~\ j;:t~~ ~,',.....','.,','.~....,." ,;ff";' "j" "l~';"I' ~14 ~_;;~:i ; , .:); f i\(~, '~. , ~'i." 'i;~it~~:idllr: :tiJ, ~~"'('K; l' ~1~fC~' ...' 1(' ~ ' :'i;.t<j " . j. ~;.% \' ;~\ay. " ,~'~'_~:i"{ :- ;' n~b " .' ' .~, '. ., , ; (!; v 0; '(''' mlj~y~' g'lf~'::I.",~~. ~ ',',';Y.:.,.i.;,~'f . :1~I,r",l"~. ~ "~" ):, ' J", r. ~:-,H It (- , .~ ',,<,i .,((.f.... Jf-r " ': ,,' e, '~.i 1'1 ' ' :\1,;:: T:ti;.;(t"'~'~'~"':J!) ~ r~ br ~H~~;ll:o:"':~ ~ ,,<i~~~: I~'r' J"'f':" ',~ 'i~ ~{ .. ~" I;,! ~~I: :;(1 ,,g \\' " :'f" ~nl::,.21 ). ':11; 4r,~,~.~'!i'~.x,I..'.:'.:.,;rQ\,;,..'~,f: ". i ",' '~'T': ~~"'hl ' I "1: 'fi:~~:b}~ }\\,,;i!~!" ." 0 r-~'. I. _._--~'~ ------..1 't'...., ,f - t' 'f1 -l-~, "~"'. ..1,;',- ~j - lr~ ~j ~ i-l - - - :'~ ..l,~ i--( ..~ -~-, '- ~. ~ i>1, ~ r A 1 N. r. $. I .'2: ~ 0_ 2"'.__ ~I ~_._-- --.. r ~ _L _I "'~~~ o(~.........~ ~_...~ ___...,_..---............. """'-..-.- -:J -... ...- 2 .-1 /.~oO ....-,,_._~ "" ___ --to , . Is - -, ~----_.._---- '0. "- 11) . I .0 N" .::.:. ~) 1"" 0) SEDL\1ENf 'TRAPPING ~1EASUHES: SEDI11ENT UASINS AND TRAPS. PERJ~tE fER DER~lS, FILlER FENCES, DE~\fS, SEDL.\IENf BARRIERS. VEGETATIVE BUFfERS ANO OTHER ~IEI\SURES INTENDED TO TRAP SEOL.\tENT AND/OR PREVENT THE TRANSPORT OF SEDL\tENT ONfO ADJACENT PROPERTIES, OR. IN THE CASE OF VEGETATIVE UUfl'ERS, PROTECTED fROM DIS-rURIJANCE. AS A fIRST STEP IN THE LAND ALTERATION PROCESS. t <)lJt(oil P'p~ 2-1 toO .... . ~ Jc.._'-~-:-.:= ~:~ fa M,,"'",ulI1 - ,~ ~ 10<.....-01- ~,.~- H~.""~ I 'D ^/urrdnum Sklmmer- - H - ;1-- ..-" '-H'~.I-~ ,,~~H- , H1"'......~H-""...lrc .t.j- TJ ~~ ~ C Hi- r) ill ~ {) IJ VI I) \,. 0. '-' 1/1 to 0~ ~~ J' --0" .---.-- -- - ._--- - - .. I .t ( WeIr - ~...... --. J I o I ".t 1)- C fJ (0 NOTE: You ~~y u~e eft~e' rfbbon or ~)c~en ~arrfer (or hdrdwoods or pfnes. _.~ - -- -'. - { r----.----.~- ~. . '0 I '.t in , . Io~ .;..~... 100 l.-I - r< ~, lool~. - if' 100< - - ~. - r' _ C,_ "....I'lIJa_tIllriIAlIilIU~~_~........J;... ..... __~~~ClaII.....1i/IiI. ... ......4IIb-.~....~......_.;;Id!I..__..:O>>.~"I:l<Jt~1f ~.".-~...~~..~- ... - -,------ - '--~ I---' a" 8" Cr)f1(:r~t.e ?(Jd ---,..--. k-.......---l.-.. ,....,. '---- --- ---~'r- 1-,__ I--- C; "U"~PL!'R OR /lIt\! Under Skimmer _,_________ __i?:=--=-= I~\ TREE Bj~RRICADE DETAIL 'OidII~ ,"--, ~ .....~.........'* ................~~~~.(....wft.~~~..... C) ~tAJNrENANCE: ALL EROSION AND SILTATION CONTROL DEVICES SHALL BE CIIECKI~D HEGULARL Y. ESPECIALLY AI.-rER EACH RAJNFALL AND \VILL DE"CLEANED OUT/OR REP,\IRED AS REQUIRED, [YPE E St(IJltjht (1)(') 2" x ,3/16" H~tIcIJHn~ O"w~ 1-1/4" )( .3/1"" Orj"rj, 1-1/2" x 1/4." Appfo:<. \Y~llJht 215 U),. , ,# ,4/0TE: seE, /l1lt."H/rEt.'T'5 L'/l...V05C....4.P/,v<f" P~..4,.v ~cJA' r~fE P€...9.V'; /(oIc. ~ t/.o/,vct a..q /"</~ IC,tl0E 51 //?c-c5 TeJ 8E /le""/cJJ/Lo Ere /I~'.$ ocr/I/~ /.5 .f#dlf/A/ ,/15 ,4 (;"OI.//?7/5Y /N C'/l5E .4/ . 8/llq,€, IC"/IPE /.5 .o,t'IIt.-//le(EO t?t/,f"/Iv'6" t."o,v5.r;?t/t5,' r/cI,v /I,vo ~/(/5;r Be A!C"p~/;1C1~O. ( PLAN VIE'N (I 00111,)" HI,'h W,)ter LeVp.I-'~ 5-.~/.':"""" ,-- E Il ~ ,. '\ A )e ul)It'3 Per ~ -[i~~'::~?l~~NO ..~Gr~ . ~3~~~~:~~~:. ~~~~jE ~ ~t roor I"d., 201 t St.!el -- (1..-... r 2" Wot~r f)uIJntily f GrlJtf~ 1 - jo ~_..- /3=u troll Pi~HJ 2" CI. _______.__.____V!t3lr~__ !!...11 ___ l IJ'lC le~ Mil1i",urn JL~1~!1i;:~~ :~i"~_ Sk~~~~tZL~ r ~r~l! i~ ~l=c-==-= -~=--=) , ~(/H~ ,c.J'0....,.~---~ ..: ..... ~J.... -=: t..... f~ _:_.:....~., ,-==:-=_----=.0 /fJorrol'-' r~ !.------. ._--f' ~ ____ ,_ _"- I!'~.; II '10 8'~'- -/-1- OO("} (<) 1 '2" Cl(s. In1tl)II ()" (M:n,) Crovel Oedr,HnlJ 'D) 1~\rOCO PROPEX S.EDL\tENT CONTROL FADRJC MAYBE SUBSTl- TUIED FOR HA Y OAtES WiTH APPROVAL OF THE ENGINEER fl. 1/ I *"' II "'0'1'- - :-:-:-:~~V-)' 1 ,.,,~?,.v,tJtr ',' ~ ...~ / '"-I,.,.' , ~ ",' .. - . . , I ~.,. ... t. ". . , I I ~:.,' ~ .). I.... ;" ,'r\ \. , I ; ~ '~ "( I , ~ .' . ~\ ,.~ '.. :: t.:, ; -rY~c /1 c(/.,~a '" '.'.,. : i.,~ ~ (~"V;lA/(H r) , , "./'1" >r.', :~":':Ji t ' - , ".. . .. . I , ':-~ <' 4" 'THICK 3000 P.S,1. (;ON(~. WI rH . 61/ X '.> Ii X 1 0 X 1 0 'II. 'JV.F" CEN TEHED - IN{/. E(.,:: 'JJ1'1- ~"UNOE.It! p.qAO/ ...... ~ CHOSS-""SEC flON FOOT TYPE E INLE r (Modilit~d) L!\ ~.}..... . " .Job Nurnber OOO.8;-~Q Dote: SECT/OM 8~tJ CONTROL STRUCTURE N.T.S. ~.___... ,......::.:~-^T "'"'-" N. r. -$. ENERGY otSSAPA~rOF.l DE rJ\IL. Sht.No.C-6 --===--~"'==:='-=::==~:===...~ ~ ,v~~==.=~-:=~~~~:\:;~._$' J:~;}~~.'..~.. N.'t,S. r., ~ 1/'" .'JI> ..I ~ . "JI;~..,,; ""'~. 1><-"" , ~. ,. 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PlL:C OCUfJLE S(f~\:ICE CONNEC nON :: J~~ V j~'r-~ 211 PERMANENT BLOW OFF ASSEMBLY ~ (;~) r~~~~~~=- DQ..~)E3LE _~~~~'/10~~ . V"'- , w r --" ,. ~..., \ \ ~ .-t:. .-~ I t I I (- Fl1.)G (':t:T t'~r)~>::) 6~ - ~(f Lf~. IJE~ll)-.... ,..-~ .....-- '-'.\~' I...\T[P"",- '. ) L~ ~I lp'--=--::iL_()-~-~~l t=~--~-=~=D_ ----~-==~--~-ff--,:~-\-r.f ~ I 't L- --,,' \ ---- Ll--.. -------> \ . -- ,.../'- -- i !" I ... ... _ - I .......(~...... ' ~ )t.~'.,,~[ ,,\(fF.: :' 6'\ (il .:x: ~-- -1 t I J ~'V~ i X Q ..,~ ~ '.-'0"{ ~ It -=. r~ v; r.c , )C ~ ........x fiT ,..'o"{~ .., I vI" ,,~,....AC.t I t. t' I Y" CQoCIIC r( . . Ul..i.N tC I vr JIO..O'.I ,,~ c..v.Jl( ,... ,...-u $M .llQL -\ ~~. --.-r r~irf'~~ . - ... .. +--- I :: ~ \ L~~t~.il ( """tx-"- - ''''''1':: f'.AXI ~ ~ ~~ , I (l.l'):x., '..... ;; 1 i ,f-- tfii.> "1 ~-' i () rC', 1."L- --- I} -- ---"-. _'l'L_ '1 ' .......-' V 'I .". '" t:>...J!': H . T ,---IS T ~\ ) t ~ 5 U" ~ ""~~~~Jt:~J;'i~~.~ - ru (.J '-= :-...0: l~ (UJ'\J4,; Ut II( S r. r;: "', W'(Y.l - __J , ....~<. ,.~ {-:)or. ......... Ai.. .. <( l ""-U ~y- -..r u< /' >>'1' ... I . " { ~-1.':"" 'I' ~ j ... ... -- - (S" SIi'JGLE SEHVICF. CONf'l[C nON ~;on:s 1. m~( "-0. '8000 L'TH 9/~llt O~ pur 't4 n~( F:,1R1H AOJt4sr r:\.lJG '.'11104 S(Y'.~o: (:cr'~4(CCC~4 IS t).,"'<:l<F'''.U:O. L\fH ....U f:.-:(TOIO )I3cj<~ ~;~>C€ ,\]40 SlI...1ll O( H,{]kCf OFF' AT GP.>G( CNtY (f( ...l!JUiCF1l"nOf FROIA fH€ CTfY (lIG:~.(r::q p-'mr GREF.)I 2. PHO"CE: ,\ "" tHWJl..A C" ..r -0. C0'..U~. J. POUlt: O(NOS AS FP:Ij'J~(O H) EfW4G S(K"ll(:( r~pE: lHfr) -'lJOIU(HT 'MrH 'ic"v<:r !?PN~Cli 4, IF" O.I.P, O~ I:.I,P, V..\IN IS U'i[O ., TP,.\Ir'SIT)(,U CGIJFL.W; ',\1Ll [?F: m:E.CEO, ')10{ ~~, ~.J1.(-~' 1 I --.----- -I 6 K:l(. JILi. Jir-k' U (J' 1\.......1 r".......l 1/1( .....1.rt.t...l'J'< "~J t ------ SANITARY SEWER SINGLE AND DOUBLE SERVICE CONNECTIONS FIRE HYDRANT ASSEMBLY w ~ o if) Z z o en w :! o ~ z ~ o I- a - CC 9 .... ~ > I- Z ~ U = .. ... L&.I I Q. o (f) I- 0... a.: - <C w ...J ..J W co \ co<D('.J .r: f'. ~ r~ .e t'0 f'. (]) ot'0,(]) Z O(D~ "Of'. V . C l1) f'. :J 0 l1) c-~ <l> LL f'. ~ > ^-I f'. <( .. "'I ('.J -ct:.f'. '0 0 "--" c 0.. v ()) ('.J c- eo (f) 0'- o J.: E l1) = 0.: (j) ..-<l>v() O.S <l> 0 ~o..I-LL -I" ~ U ~ "" \) , > W 0::: o (j) w o Job Number 0008.20 Date: Sht.No.C-7 n:: o z t/) -' - ~. W Q, a: w ~ i . a: w ~ III (/) . (j) OL ZO ...~ Q) -~ ~~ ~~ OC ~~ L ~~ c.C ffi~ o::w mOl . c o~ z~ 5~ ~o w ~ :::> ~ Z 0,': - U') . "" " ,/' ... '~.'''~ ~ "- , " GENERAL NOTES CONSTRUCTION: 1. ALL ELEVATlONS REFER TO 111E NA TlONAL GEODETIC VERTICAL DATUM SURVEY OF 1927. 2. LOCATIONS, ELEVATIONS. AND DIMENSIONS OF EXISllNG UT1LmES, STRUCTURES AND OlliER FEATURES ARE SHOWN ACCORDING TO "Jl-iE BEST INFORMAllON AVAILABLE AT lliE llME OF PREPARAllON OF mESE PLANS. 111E CONTRACTOR SHALL VERIFY lliE LOCA llONS, ELEVA llONS, AND DIMENSIONS OF ALL EXISTlNG UllLlllES, STRUCTURES AND 0111ER FEATURES AFFECTING THIS WORK PRIOR TO CONSTRUCllON. 3. THE CONTRACTOR SHALL CHECK PLANS FOR CONFLICTS AND DISCREPANCIES PRIOR TO CONSTRUCllON. lliE CONTRACTOR SHALL NOllFY 111E OWNER'S ENGINEER OF ANY CONFLICT BEFORE PERFORMING ANY WORK IN 111E AFFEC'TED AREA. 4. lliE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN AREAS OF BURIED UTILmES AND SHALL PROVIDE AT LEAST 48 HOURS NOTICE TO mE VARIOUS UllLlTY COMPANIES IN ORDER TO PERMIT MAKING lliE LOCATIONS OF EXISllNG UNDERGROUND UllLlTlES IN ADVANCE OF CONSTRUCTION, BY CALLING CANDY AT 1-800-282-8881. 5. lliE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISllNG FACILlllES, A~OVE OR BELOW GROUND, 111AT MAY OCCUR AS A RESULT OF H-lE WORK PERFORMED BY THE CONTRACTOR CALLED FOR IN 1111S CONTRACT. 6. A GROUND UllUTlES MUST BE IN PLACE AND TESTED OR INSPECTED PRIOR TO BASE AND SURFACE CONSTRUCTION. 7. IT IS 111E CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR WI'TH mE PERMIT AND INSPECTION REQUIREMENTS OF THE VARIOUS GOVERNMENTAL AGENCIES AND lliE ENGINEER. mE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, AND SCHEDULE INSPECTIONS ACCORDING TO AGENCY INSTRUC"nONS. 8. ALL SPECIFICA llONS AND DOCUMENTS REFERRED TO SHALL BE OF LA TEST REVISIONS AND/OR LA TEST EDITION. 9. ALL WORK PERFORMED SHALL COMPLY 'MTI-l TH~~REGUt'AllONS AND ORDINANCES OF THE VARIOUS GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER n-lE WORK. 10. CONTRACTOR SHALL SUBMIT FOR APPROVAL TO mE OWNER'S ENGINEER SHOP DRA'MNGS ON ALL PRECAST AND MANUFACTURED ITEMS WHICH ARE FOR '1111S SITE. FAILURE TO OBTAIN APPROVAL BEFORE INSTALLAllON MAY RESULT IN " REMOVAL AND REPLACEMENT AT CONTRACTOR'S EXPENSE. 11. AT LEAST 3 WORKING DAYS PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL NOTlFY THE ENGINEER AND ,APPROPRIATE AGENCIES AND SUPPLY THEM 'MTH ALL REQUIRED SHOP DRA'MNGS, 'THE CONTRACTOR'S NAME, STARTING DATE, PROJECTED SCHEDULE AND OTHER INFORMATION AS REQUIRED. ANY WORK PERFORMED PRIOR TO NOllFYlNG THE ENGINEER OR 'MTHOUT AN AGENCY INSPECTOR .PRESENT MAY BE SUBJECT TO REMOVAL AND REPLACEMENT AT H-lE CONTRACTOR'S EXPENSE. 12. WORK PERFORMED UNDER THIS CONTRACT SHALL INTERFACE SMOOTI1L Y Wlm OTHER WORK BEING PERFORMED ON SITE BY OTHER CONTRACTORS AND UllLlTY COMPANIES. IT WILL BE NECESSARY FOR THE CONTRACTOR TO COORDINA TE AND SCHEDULE HIS ACTIVITIES, WHERE NECESSARY, WITH O'111ER CONTRACTORS AND U'nUTY COMPANIES. Slump Test AASHTO Tl19-82 FL DOT One per set of _________________________!'.:~_ C143 cylinders Compressive Strength AASHTO - -T~;=~;------ --- --- -- --- - -- -~/;-- -- -- -- - - --- - -- - - -- - -- ~;e-~~ -~f-t;,~;e-- - ---- cylinders for 100 cubic yards or fraction thereof N;C~~~~t-----------------AASHTO--~99~82--------------------FC-OOr--------------------FL-OOr------------ DRAINAGE SYSTEM NOlES: CONSTRUCTION: 1. STANDARD INDEXES REFER TO 111E LA TEST EDITION OF F.D.O. T. "ROADWA Y AND TRAFFIC DESIGN STANDARDS". 2. ALL STORM SEVv'ER PIPE SHALL BE REINFORCED CONCRETE CLASS III (ASTM C-76) UNLESS 0111ERWlSE NOTED ON PLANS. ALL DRAINAGE STRUCTURES SHALL BE IN ACCORDANCE WITH F.D.O.T. ROADWAY AND TRAFFIC DESIGN STANDARDS. UNLESS OTHERWISE NOTED ON PLANS. :3. PIPE LENGTHS SHOWN ARE APPROXIMATE AND TO CENTER OF DRAINAGE STRUCTURE WITH THE EXCEPTION OF MITERED END AND FLARED END SECTlONS WHICH ARE NOT INCLUDED IN LENGTI1S. 4. ALL DRAINAGE STRUCTURE GRADES AND COVERS WITHIN TRAFFIC AREAS SHALL BE TRAFFIC RATED FOR H-20 LOADINGS. 5. CONTRACTOR TO SOD T11E DETEN1l0N POND AS INDICA TED ON SHEET WITHIN ONE WEEK FOLLOWING CONSTRUCTION OF T11E POND. -------- TESllNG SCHEDULE GUIDE 9. ALL FITTINGS LARGER THAN 2" SHALL BE DUCllLE IRON CLASS 53 IN ACCORDANCE W1T11 AWWA C-l10 WITH A PRESSURE RATING OF 350 PSI. JOINTS SHALL BE MECHANICAL JOINTS IN ACCORDANCE Wlm AWWA C-ll1. FlTllNGS SHALL BE CEMENT MORTAR LINED AND COATED IN ACCORDANCE WITH AWWA C-l04. 10. ALL FITTINGS 2" AND SMALLER SHALL BE SCHEDULE 40 PVC WITH SOLVENT WELDED SLEEVE TYPE JOINTS. ITEM TEST TEST IDENllFICA llON AASHTO- T99 ASTM 0698-78 TEST REQUIREMENT N/A TEST FREQUENCY Maximum Density Optimum Moisture Per Soil Type R~dD~~~~-----------------~~ro~~f~~~Jfg;;Ti~g~~-------------~OO%-~fM~:r;:;-D;:~;---------on~-;;-5oo~h~ri~~~"; Alternating lifts (1 FT.) 11. CONTRACTOR TO INSTALL TEMPORARY BLOWOFFS AT 1l1E END OF WATER SERVICE LATERALS TO BUILDINGS TO ASSURE ADEQUATE FLUSHING AND DISINFEC1l0N. 12. 1l1RUST BLOCKING SHALL BE PROVIDED AT ALL FITTINGS AND HYDRANTS AS SHOWN ON DETAILS. 13. POINTS OF CONNEC1l0N OF THE EXTERNAL WATER LINES ARE TO COINCIDE 'MTH THE BUILDING PLUMBING AS SHOWN ON TI1E BUILDING PLUMBING PLANS. CONNECllON LOCATIONS SHOWN ON TI1ESE PLANS ARE APPROXIMATE. 14. FIRE LINES SHALL BE INSTALLED BY A CONTRACTOR DULY LICENSED BY THE STA TE FIRE MARSHALL'S OFFICE. CONTRACTOR TO VERIFY REQUIREMENTS PRIOR TO CONSTRUCllON. 15. ALL WORK IN RIGHTS-OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF T11E AGENCY HAVING JURISDICTION OVER mls AREA. FEES TO BE PAID BY THE DEVELOPER OR CONTRACTOR AS REQUIRED. 16. SEE LANDSCAPE PLANS FOR IRRIGATION SYSTEM. 17. ON-SITE LINES ARE TO BE INSTALLED BY A LICENSED FIRE LINE CONTRACTOR. TESTlNG AND INSPECTION REQUIREMENTS: 1. ALL COMPONENTS OF THE WATER SYSTEM, INCLUDING FlTllNGS, HYDRANTS, CONNECTIONS, AND VALVES SHALL REMAIN UNCOVERED UNTIL PROPERLY PRESSURE TESTED AND ACCEPTED BY 111E OWNER'S ENGINEER. PRESSURE TESTS TO BE IN ACCORDANCE WIlli LOCAL REGULA TORY AGENCY WATER DEPARTMENT SPECIFICATIONS. CONTRACTOR TO NOTIFY OWNER'S ENGINEER AND COUNTY INSPECTORS 48 HOURS IN ADVANCE OF PERFORMING TESTS. 2. APPROPRIATE GOVERNMENTAL AGENCY TO PERFORM CHLORINA llON AND BACTERIOLOGICAL SAMPLING AND OBTAIN CLEARANCE OF DOMESTIC WATER SYSTEM. COPIES OF ALL BACTERIOLOGICAL TESTS TO BE SUBMITTED TO OWNER'S ENGINEER. PAVING AND GRADING NOTES CON STRU Cll ON: 1. ALL DELETERIOUS SUBSURFACE MATERIAL (I.E. MUCK, PEAT, BURIED DEBRIS) IS TO BE EXCAVATED IN ACCORDANCE Wlm THESE PLANS OR AS DIRECTED BY "THE OWNER, l11E OWNER'S ENGINEER, OR OWNER'S SOIL TESTING COMPANY. DELETERIOUS MATERIAL IS TO BE STOCKPILED OR REMOVED FROM THE SITE AS DIRECTED BY THE OWNER. EXCAVATED AREA TO BE BACKFILLED 'MTH APPROVED MATERIALS AND COMPACTED AS SHOWN ON TI1ESE PLANS. 2. 111E CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXCAVAllONS AGAINST COLLAPSE AND WILL PROVIDE BRACING, SHEE'TING OR SHORING AS NECESSARY. TRENCHES SHALL BE KEPT DRY WHILE PIPE AND APPURTENANCES ARE BEING PLACED. DEWATERING SHALL BE USED AS REQUIRED. 3. PROPOS.ED SPOT ELEVATIONS REPRESENT FINISHED PAVEMENT OR GROUND SURFACE GRADE UNLESS OTI1ERWlSE NOTED ON DRAWINGS. 4. IF CURBING IS REQUIRED, IT WILL BE PLACED AT TI1E EDGE OF ALL PAVEMENT. 5. REFER TO THE LATEST EDITION OF F.D.O.T. "ROADWAY AND TRAFFIC DESIGN STANDARDS" FOR DETAILS AND SPECIFICATIONS OF ALL F.D.O. T. TYPE CURBING AND GUTTERS CALLED FOR IN TI1ESE PLANS. 6. IT MAY BE NECESSARY TO FIELD ADJUST PAVEMENT ELEVATIONS TO PRESERVE THE ROOT SYSTEMS OF TREES SHOWN TO BE SAVED. CONTRACTOR TO COORDINA TE Wll11 OWNER'S ENGINEER PRIOR TO ANY ELEVATIONS CHANGES. 7. PRIOR TO CONSTRUCllNG CONCRETE PAVEMENT, TI-lE CONTRACTOR IS TO SUBMIT A PROPOSED JOINING PATTERN TO THE OWNER'S ENGINEER FOR APPROVAL. N/A Maximum Density Optimum Moisture AASHTO T99 ASTM 0698-78 Per Soil Type Utility Trench Backfill Under Roadways and Structures ~~dD~~~~-----------------~;s~TO--D9~-;2~~:T238---------------~~o~-~;~~~~:~-~~;~;---------:---------------- ASTM 01556, D2937, D2922 u N/A Maximum Density Optimum Moisture AASHTO T99 ASTM 0698- 78 Per Soil Type Backfill of Structures F~e~d- ~:;s~t~ - - - -- - - - - - - - - - - - - ;;S~~~ - -T~ ~1~ -T;~~ -;2~~ - - - - - - - - - -- - - - - ~ ;O~-~; ~~~~:~ - ~e~~i~; - - - - - - - - -E~~~ ~i~t~ ~:; ~~;~: - -- ASTM 01556, 029.37, 02922 exceed l' vertically ** ~e~~i~~~~I~:~_______________~L__~<:T__:a!__________________ _ ' Minimum 40 LBR One Per Material Type ** Maximum Density AASHTO T180 - ----~/-;----------------------------------------- Optimum Moisture ASTM 0155-' One Per Soil Type ~~dD~;sij~-&---------------AAsHTo--n9~T238-------------------98%:fM~:i~:~-D~;sa~----------:---------------- Thickness ASTM 01556, 02922 TES'TING AND INSPECTION REQUIREMENTS: 1. HE STORM DRAINAGE PIPING AND FILTRA'nON SYSTEM SHALL BE SUBJECT TO A VISUAL INSPECllON BY TI1E OWNER'S ENGINEER PRIOR TO TI1E PLACEMENT OF BACKFILL. CONTRACTOR TO NOllFY THE ENGINEER 48 HOURS IN ADVANCE TO SCHEDULE INSPECllON. 2. THE CONTRACTOR SHALL MAINTAIN TI1E STORM DRAINAGE SYSTEMS UNTIL FINAL ACCEPTANCE OF TI1E PROJECT. TI1E STORM SYSTEM WILL BE INSPECTED BY THE OWNER'S ENGINEER PRIOR TO APPROVAL FOR CERTIFICATE OF OCCUPANCY PURPOSES. CLEARING AND SITE PREPARAllON NOlES: 1. PRIOR TO ANY SITE CLEARING, ALL TREES SHOWN TO REMAIN ON "THE CONSTRUCTION PLANS SHALL BE PROTECTED IN ACCORDANCE Wl111 THE LOCAL REGULATORY AGENCY'S TREE ORDINANCE AND DETAILS CONTAINED IN mESE PLANS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THESE TREES IN GOOD CONDI TION. NO TREE SHOWN TO REMAIN SHALL BE REMOVED WllliOUT WRITTEN APPROVAL FROM THE OWNER. 2. 111E CONTRACTOR IS TO PREPARE THE SITE PRIOR TO BEGINNING ACnJAL CONSTRUCTlON IN ACCORDANCE, WI T1-i SOILS TESTING REPORT DATED _______________________. COPIES OF THE SOILS REPORT AHE AVAILABLE fl-tROUGH n-lE OWNER OR THE SOILS rES nNG COMPANY, QUESnONS REGARDING SITE PREPARA nON REQUIREMEN rs DESCRIBED IN n-lE SOILS REPORT ARE TO BE DIRECTED TOT11E SOILS TESnNG COMPANY. .3. CONTRACTOR SHALL CLEAR AND GRUB, ONL YT110SE PORTlONS OF n~E SITE, NECESSARY FOR CONSTRUCTION. DISTURBED AREAS WILL BE SEEDED, MULCHED. SODDED OR PLANTED WITH OTHER APPROVED LANDSCAPE MATERIAL IMMEDIATELY FOLLOWING CONSTRUCllON. 4. TI1E TOP 4" TO 6" OF GROUND REMOVED DURING CLEARING AND GRUBBING SHALL BE STOCKPILED AT A SITE DESIGNATED BY THE OWNER TO BE USED FOR LANDSCAPING PURPOSES, UNLESS OTHERWISE DIRECTED BY THE OWNER. 5. ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHALL BE DISPOSED OF OFF-SITE IN ACCORDANCE WI'TH APPLICABLE REGULATIONS. ONLY "GRADING BY HAND" IS PERMITTED Wln-lIN TI1E CANOPY LINE OF TREES THAT ARE TO REMAIN. 6. THE CONTRACTOR MAY APPLY AN APPROVED INSECTICIDE TO ALL PINES INCLUDING "THOSE ON ADJACENT PROPERnES, FOR mE PROTECTION AGAINST TI1E PROM1NENT IPS BEEllE. THIS APPLICATION OF APPROVED INSECTICIDE IS RECOMMENDED PRIOR TO THE COMMENCEMENT OF CONSTRUCllON. SANITARY SEWER NOTES: CONSTRUCTION: 1. A VERTICAL CLEARANCE OF 18 INCHES FOR SANITARY SEWERS AND 6 INCHES FOR STORM SEWERS SHALL BE MAINTAINED BETWEEN T1iE INVERT AND cr~oWN OF SAID SANITARY SEWER AND WATER MAIN OR STORM SEWER AT CROSSING POINTS. IF mE WATER MAIN CANNOT BE ADJUSTED TO OBTAIN T11E NECESSARY CLEARANCE, T11EN mE CROSSING SHALL BE ARRANGED SO mAT T11E SANITARY SEWER PIPE JOINTS AND WATER MAIN OR STORM SEWER JOINTS ARE EQUIDISTANT FROM TI1E POINT OF CROSSING WI"TH NO LESS l11AN 10 FEET BErv\'EEN ANY TWO JOINTS. ALSO, THE SANITARY SEWER PIPE SHALL BE CONSTRUCTED OF CLASS 52 DUCTILE IRON PIPE FOR A MINIMUM OF 10 FEET ON EACH SIDE OF CROSSING. AL TERNA llVEL Y, TI1E SANITARY SEWER MAYBE PLACED IN A SLEEVE OR ENCASED IN CONCRETE TO OBTAIN THE EQUIVALENT OF THE REQUIRED 10 FEET SEPARAllON. 2. A LATERAL SEPARAnON OF 10 FEET SHALL BE MAINTAINED BETWEEN WATER MAINS AND SANITARY SEWER. 3. ALL SANITARY SEWER MAINS, LATERALS AND FORCE MAINS SHALL HAVE A MINIMUM OF 36 INCHES OF COVER. 4. ALL PVC GRAVITY SANITARY SEWER PIPE SHALL BE SDR-:.35, EXCEPT FOR PIPE DEEPER THAN 14 FEET USE SDE-18, IN ACCORDANCE wrT11 ASTM 0 :3034. ELASTOMERIC GASKET JOINTS SHALL BE UTlLrnZED. 5. ALL PVC FORCE MAINS SHALL BE CLASS 200 IN ACCORDANCE WlTI1 ASTM 0 2241 FOR STANDARD DIMENSION RATIOS FORCE MAINS SHALL BE SPIRAL WRAPPED Wln~ 2 INCH WIDE DARK GREEN s'nCK-ON VINYL TAPE. 6. ALL DUCTILE IRON PIPE SHALL BE CLASS 52 IN ACCORDANCE Wlm ANSI A 21.50 (AWWA C 150) AND ANSI A 21.31 (AWWA C 151) H.C. PIPE SHALL RECEIVE INTERIOR AND EXTERIOR BITUMINOUS COATING IN ACCORDANCE WITH ANSI A 21.6, A 21.8, OR A 21.51. 7. POINTS OF CONNECTION FOR 1l1E SANITARY SEWER LINES ARE TO BE COORDINATED WI'TH T11E BUILDING PLUMBING PLANS. SANITARY SERVICE CONNEC'TION LOCA TION SHOWN ON THESE PLANS ARE APPROXIMATE. 8. ALL SANITARY SEWER WORK SHALL CONFORM WIlli APPLICABLE AGENCY STANDARDS AND SPECIFICATIONS. 9. PRIOR TO COMMENCING WORK WHICH REQUIRES CONNECTING NEW WORK TO EXISllNG LINES OR APPURTENANCES, THE CONTRACTOR SHALL VERIFY LOCA'nON AND ELEVATION OF EXISTING CONNECTlON POINT AND NOllFY OWNER'S ENGINEER OF ANY CONFLICTS OR DISCREPANCIES. TESl1NG AND INSPECTION REQUIREMENTS: 1. ALL GRAVITY SEWER PIPING SHALL BE SUBJECT TO A VISUAL INSPECTION BY "T11E OWNER'S ENGINEER. CONTRACTOR TO NOllFY THE ENGINEER 48 HOURS IN ADVANCE TO SCHEDULE INSPEC'TlON. 2. THE CONTRACTOR SHALL PERFORM AN INFIL TRA TlON/EXFILTRATION TEST ON ALL GRAVITY SEWERS IN ACCORDANCE WllliT1-iE REGULATORY AGENCY HAVING JURISDICllON. SAID TESTS ARE TO BE CERl1FIED BY TIiE ENGINEER OF RECORD AND SUBMITTED TO 'T11E REGULATORY AGENCY FOR APPROVAL. COORDINA1l0N AND NOllFICATION OF ALL PARTIES IS TI1E CONTRACTOR'S RESPONSIBILITY. 3. ALL FORCE MAINS SHALL BE SUBJECT TO A HYDROSTATIC PRESSURE TEST IN ACCORDANCE WIlli 'THE REGULATORY AGENCY HAVING JURISDICTION. SAID rESTS ARE TO BE CERTIFIED BY THE ENGINEER OF RECORD AND SUBMITTED TO THE REGULA TORY AGENCY FOR APPROVAL. COORDINATION AND NOTIFICATION OF ALL PARllES IS THE CONTRACTOR'S RESPONSIBILITY. Stabilized Subgrade ~~~==============~Ey!======================~~~~~~~!~~~~~==============------TESTREQuffiEMENT--------------TEirFREQUENCY------ FL DOT LBR FL DOT LBR ------FL--DO~T-100%-LBR--------------O~;P~~S~~r~;------- M;~~~~D~~~~--------------AAs~TO--D80-----------------------N/A------------------------On~-P~-So~~~------- Optimum Moisture ASTM 01557 Thkk~;~:------------------A;sHTo-~n9~T2;8-------------------98%~fM~:i~:~-D;;s~~---------;;---------------- Field Density ASTM D1556, 02922 G~d~~~~------------------~--Doi---------------------------FL-DOT--------------------O~~p~;S~:~~------- Atterberg Limits Base Soil Cement Bose Section 5.1.9.c.2. Subdivision Regulations ~i:~~~~~~~i;~-------------AASHTO--TI34-----------------------~/A------------------------~n~-;:.-~~:~~~;;;-- __________________________________________ _ Daily Compressive Strength FL DOT FM 5-520 - ----------------------------------------------------------- Specimens Section 5.1.9.c.3.b. One Set of Three Per __________________________________________________________~ub~ivision Regulations Material Type Daily Field Density AASHTO T191, T238 - ----------------------------------------- 95% of Maximum Density * ASTM 01556, 02922 by AASHTO T134 Mix Design FL DOT FM 5-520 One Per Material Tyoe Concrete 13. SAFETY: A. DURING TI-iE CONSTRUCTION AND/OR MAINTENANCE OF THIS PROJECT, ALL SAFETY REGULATIONS ARE TO BE ENFORCED. THE CONTRACTOR OR HIS REPRESENTA llVE SHALL BE RESPONSIBLE FOR THE CONTROL AND ~AFETY OF THE TRAVELING PUBLIC AN~, n-lE SAFETY OF HIS PERSONNEL. B. LABOR SAFETY REGULATIONS SHALL CONFORM TO THE PROVISIONS SET 'ORTH BY O.S.H.A. IN mE FEDERAL REGISTER OF THE DEPARTMENT OF TRANSPORTA TION. C. THE MINIMUM STANDARDS AS SET FORTH IN THE CURRENT EDITION OF mE STATE OF FLORIDA, MANUAL ON TRAFFIC CONTROL AND SAFE PRACTICES FOR STREET AND HIGHWAY CONSTRUCTION, MAINTENANCE AND UTILITY OPERATIONS SHALL BE FOLLOWED IN THE DESIGN APPLICATION, I NSTALLA nON, MAINTENANCE AND REMOVAL OF ALL TRAFFIC CONTROL DEVICES, WARNING DEVICES AND BARRIERS NECESSARY TO PROTECT 'T1-iE PUBLIC AND WORKMEN FROM HAZARDS 'MT11IN T11E PROJECT UMITS. D. ALL TRAFFIC CONTROL MARKINGS AND DEVICES SHALL CONFORM TO mE PROVISIONS SET FORn. IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES PREPARED BY mE U.S. DEPARTMENT OF TRANSPORTA"nON FEDERAL HIGHWAY ADMINISTRA 1l0N. , ( E. I r SHAI,..L BE lliE SOLE RESPONSIBIUTY OF THE CONTRACTOR TO COMPLY AND ENFORCE ALL APPLICABLE SAFETY REGULATIONS. THE ABOVE INFORMA -nON HASl BEEN PROVIDED FOR TI-iE CONlRACTOR'S INfORMATION ONLY AND DOES NOT IMPLY lHATT11E OWNER OR ENGINEER 'MLL INSPECT AND/OR ENFORCE SAFETY REGULATIONS. 14. THE ON-SITE WATER, SANITARY SEWER, AND STORM DRAINAGE FAClunES ARE SUBJECT TO,TI1e REVIEW AND ,A.PPROVAL OF LOCAL REGULATORY AGENCIES INVOLVED. 1 AS BUILT: UPON COMPLETION OF CONSTRUCTION, THE CONTRACTOR SHALL FURNISH T11E OWNER'S ENGINEER ,WITH COMPLETE " AS-BUILT" INFORMA nON CERllFIED BY A REGISTERED LAND SURVEYOR. TI-iIS " AS-BUILT" INFORMATION SHALL INCLUDE INVERT ELEVATIONS. LOCA TION OF FITTINGS, LOCATION OF STRUCTURES FOR ALL UTILITIES INSTALLED, AS WELL AS TOP OF BANK AND TOE OF SLOPE AND GRADE BREAK LOCA -nONS AND ELEVATIONS FOR POND AND DITCH' CONSTRUC1l0N. ,NO ENGINEER'S CERllFICA TIONS FOR CERllFICA TE OF OCCUPANCY PURPOSES WILL BE MADE UNTIL THIS INFORMATION IS RECEIVED AND APPROVED BY n-lE OWNER'S ENGINEER. WA TER SYSTEM NOTES CONSTRUCTION: 1. A VERTICAL DISTANCE OF 18 INCHES SHALL BE MAINTAINED BElWEEN 'T11E INVERT AND CROWN OF SANITARY SE'NER AND WATER MAIN OR STORM SEWER CROSSINGS. IF THE WATER MAIN CANNOT BE ADJUSTED TO OBTAIN 18 INCHES CLEARANCE, OR TI-lE REQUIRED CLEARANCE CANNOT BE MAINTAINED, THEN THE CROSSING SHALL BE ARRANGED SO THAT 'T11E SANITARY SEWER PIPE JOINTS AND WATER MAIN OR STORM SEWER JOINTS ARE EQUIDISTANT FROM 1l1E POINT Olf CROSSING WI'TH NO LESS T11AN 10 FEET BETWEEN ANY TWO JOINTS. ALSO, THE SANITARY SEWER PIPE SHALL BE CONSTRUCTED OF CLASS 52 Duc'nLE IRON PIPE FOR A MINIMUM OF 10 FEET ON EACH SIDE OF CROSSING AL TERNA TlVEL Y, TI1E SANITARY SEWER MAY BE PLACED IN A SLEEVE OR ENCASED IN CONCRETE TO OBTAIN 'fl-tE EQUIVALENT OF 'THE REQUIRED 10 FEET SEPARATION. 2. A LATERAL SEPARATION OF 10 FEET SHALL BE MAINTAINED BElWEEN WATER MAINS AND SANITARY SEWER. :3. ALL WATER MAINS SHALL HAVE A MINIMUM OF 36 INCHES OF COVER. 4. ALL WATER SYSTEM WORK SHALL CONFORM WIlli APPLICABLE AGENCY STANDARDS AND SPECIFICATIONS. 5. CONFLICTS 8ETWEEN WATER AND STORM OR SANITARY SEVv'ER TO BE RESOLVED BY ADJUSllNG T11E WATER LINES AS NECESSARY. 6. ALL PVC WATER MAINS 4" n~ROUGH 12" SHALL BE IN ACCORDANCE Wlll-f AWWA C-900. PIPE SHALL BE CLASS 150 AND MEET TI-lE REQUIREMENTS OF DR 14 FOR 4" AND DR 18 FOR 6" THROUGH 12" PIPE. 7. ALL PVC WATER MAINS SMALLER T11AN 4" SHALL BE CLASS 200 AND MEET THE REQUIREMENTS OF SDR 21 IN ACCORDANCE 'Mll-f ASTM 0-2241. 8. ALL DUCTILE IRON PIPE SHALL BE CLASS 52 IN ACCORDANCE Wlm ANSI A 21.50 (AWWA C 150) AND ANSI A 21.31 (AWWA C 151). H.C. PIPE SHALL RECEIVE EXTERIOR BITUMINOUS COA llNG IN ACCORDANCE 'Mll-f ANSI A 21.6, A 21.8 OR A 21.51 AND SHALL BE CEMENT MORTAR LINED, STANDARD 111ICKNESS, AND BITUMINOUS SEALED IN ACCORDANCE 'Ml1-~ ANSI A 21.4 (AWWA C 104-71). Cylinders ASTM C31-69 ITEM-------------TEsi---------------------~EsTIDENnF~ATION-------------------1ESTREQU~EMENT--------------~EsiFREQUENCy------ ------~---------Ag~~~~~-An~I;~-------------FC-Doi---------------------------FL--oor--------------------------------------- _________________________________________________ One Per Type '. Design Mix FL DOT ---------;C-~~,i--------------------_;~:-P:;~~;--------- rn~~:~-Co~t~t--------------AASHTO-T~4-----------------------;C-~~;-------------------------------------- FL DOT Modified One Per Day G~dct~~-~~~~~/-------------~L-DOT--------------------------FC-OOr-------------------------------------- Flow One Per Day ~~dD:~~~------------------A~--02950:81---------------------------------------------------------------- _______________ 95% of Lab Density * Properties of -- - - --- ---M~~sh~11 (Asph~ltln-sti~.Jt; ---- -- ----- ----FC-OOr- T~le- 331~-2- - -- - - -- -- - - - - -- -- --- - --- - --- in-place mat MlS-2) One Per Day Thkk~~~--------------------FL-DOT--------------------------FC-DOT--------------------~----------------- Asphaltic Concrete 8. CONTRACTOR TO PROVIDE A 1/2" TO 1" BITUMINOUS EXPANSION JOINT MA TERIAL WITH SEALER AT ABUTMENT OF CONCRETE AND OTHER MATERIALS (BUILDINGS, Oll-lER POURED CONCRETE, ETC.). 9. ALL PAVEMENTS MARKINGS SHALL BE MADE WlTI1 PERMANENT l11ERMOPLASTlC AND SHALL CONFORM TO F.D.O.T. STANDARD INDEX NO. 17346, SHEETS 1-7. PARKING STALL STRIPING TO BE 4" WIDE PAINTED STRIPES. ON-SITE STRIPE COLOR TO BE SELECTED BY OWNER. 10. CONTRACTOR SHALL TRIM, TACK AND MATCH EXISTING PAVEMENT AT LOCATIONS WHERE NEW PAVEMENT MEETS EXISllNG PAVEMENT. 11. THE CONTRACTOR WILL STABILIZE BY SEED AND MULCH, SOD, OR O'Tl1ER APPROVED MATERIALS ANY DISTURBED AREAS WITHIN ONE WEEK FOLLOWING CONSTRUCTION OF 'THE UllL1TY SYSTEMS AND PAVEMENT AREAS. CONTRACTOR SHALL MAINTAIN SUCH AREAS UNTIL FINAL ACCEPTANCE BY OWNER. CONTRACTOR TO COORDINATE 'Mm OWNER REGARDING TYPE OF MATERIALS, LANDSCAPING AND IRRIGATION REQUIREMENTS. 12. CONTRACTOR IS TO PROVIDE EROSION CONTROL/SEDIMENTATION BARRIER (HAY BALES OR SIL TAnON CURTAIN) TO PREVENT SIL TA TION OF ADJACENT PROPERTY, STREETS, STORM SEWERS AND WATERWAYS. IN ADDITlON, CON TRACTOR SHALL PLACE STRAW, MULCH OR OTHER SUITABLE MATERIAL ON GROUND IN AREAS WHERE CONSTRUCTION RELATED TRAFFIC IS TO ENTER AND EXIT SITE. IF, IN THE OPINION OF THE ENGINEER AND/OR LOCAL AUTHORITlES, EXCESSIVE QUANTlllES OF EARTH ARE TRANSPORTED OFF-SITE EITI1ER BY NA TURAL DRAINAGE OR BY VEHICULAR TRAFFIC, THE CONTRACTOR IS TO REMOVE SAID EARn. TO 'T11E SATISFACTION OF TI1E ENGINEER AND/OR LOCAL AU 'T110RIll ES. 13. IF WIND EROSION BECOMES SIGNIFICANT DURING CONSTRUCTION, THE CONTRACTOR SHALL STABILIZE TI1E AFFECTED AREA USING SPRINKLING, IRRIGA llON OR OTI~ER ACCEPTABLE METI--lODS. 14. BUILDING PAD ELEVATIONS ARE SET ______ INCHES BELOW FINISHED FLOOR ELEVAllONS. BUILDING PADS TO BE COMPACTED TO 95% AASHTO T-180 IN 12" LIFTS. 15. ONLY "GRADING BY HAND" IS PERMITTED WITHIN THE CANOPY LINE OF TREES 'THAT ARE TO REMAIN. TESl1NG AND INSPECTION REQUIREMENTS: 1. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING APPLICABLE TES'nNG WITH mE SOILS ENGINEER. TESTS WILL BE REQUIRED PURSUANT WIn. THE TESTING SCHEDULE LOCATED IN TI1IS SHEET. UPON COMPLETION OF THE WORK SOILS ENGINEER WILL SUBMIT CERllFICA TlONS TO n-lE OWNER AND OWNER'S ENGINEER STAllNG THAT ALL REQUIREMENTS HAVE BEEN MET. 2. 'THE OWNER WILL RETAIN THE SERVICES OF A QUALIFIED TESTING LABORATORY TO PERFORM ALL TESTING NECESSARY TO ASSURED COMPLIANCE OF THE IN PLACE MATERIALS AS REQUIRED BY TI1ESE PLANS AND THE VARIOUS AGENCIES. 'T11E OWNER SHALL PAY THE COSTS OF ALL INmAL TES'nNG. SHOULD ANY RETESTING BE REQUIRED DUE TO THE FAILURE OF ANY TESTS TO MEET l11E REQUIREMENTS, THE CONTRACTOR WILL BEAR ALL COSTS OF SAID RETES'TING. NOTES: JCB will not be responsible for scheduling, coordinating or evaluation of the soils testing and certifications. It shall be the responsibility of the owner/developer to make the necessary arrangements directly with the soils testing laboratory and the site contractor. * Tests sholl be located no more than 500' apart. Tests shall be performed on each lift, except that tests shall not be further apart than one foot vertical. Field Densities shall be taken over all road crossings. Field Densities for sanitary lines shall be staggered to include results over service laterals. ** Tests shall be located no more than 500' opart. There shall be no less than one test per street. w ~ o V) Z z 0 0 l- V) 0... Ct: > () (f) W w ~ 0 o z ;tJ) a w - ~ CC tII 0 0 ... ill :r.: .... I- Z 1ft 0 :: > z I- awl 0 Z c( I- ~ ~ LLI a: (.) z tIJ LU - <C <C ~ W -' -' ...J W ..J Z W - A. en . (f) OL ZO -~ Q) A(: ~~ 8~ ~~ OC ~~ L ~.~ ffi~ ~W m(J) . c O:+J :J Z(f) 7;c 00 ..,0 co (.0 C'J f'.~t'0 .J:: r'0 l.() tt'0f'.()) o I ()) z I o<.Of'. "Of'. (J) . - l.() f'. :J~ l.() c.2 (J) ll- r;) ~ > .,-t'0 ~.:.iro"- ~____CX) '0 0 ---- c 0... (J) C'J c~ CX) fJ) 0'- O...c E l.() = D..' U5 .,-(J)(J)() o.~v 0 ~0...1-ll- -I~ ~ l) ~ Sht.No.c-a ..,-,r. 3 LEGEND L~ HORIZONTAL CONTROL USC&GS TRAVERSE STATION o (3-5 COI'HOIJRS i 50 I 11 12 BM-1 ,11 13 ~= --=?~- VERTICAL CONTROL SECTIOI'~ CORNERS SPOT ELEVATIOI'~S _ r----.,. l .J '-:..... - -~) ) '- -5 /---" 524 Y5/6 DEPRESSIOI'~ COI'HOURS f~ 15 E l. E C:l ) LAKE ~ ~ ) ~ -;Jf-rPON [.J..J ~ -1 I T 2 1 S - T 28 S I -I l", C:l /"~" 1 I j J 32 ) J ~ '-..j ~ s C I... --- 5 ('--- '-' 17 is 15-' 24 0 20 KEY ~AP N ( T E ACCURACY IT IS INTEt- OED THAT THIS ~APPING COMPLY WIT H USN A T 0 I'~ A L ,...\ PAC CUR A C '( S TAN D A R D S HOWEVER SUCH ACCU~ 'CY, OR ANY OTHER LEVEL OF ACCURACY, IS NOT Gl \RANTEED BY THF SOUTHWEST FLORIDA WATER MANt\( EMEI'H DISTRICT THE LAND LINE INFOR' \TION SHOWI'~ HEREON IS COMPILED FROM THE f\ ST AVAILABLE DATA. AND DOES I'~OT NECESSARll REPRESENT TRUE LAND LII'H LOCA TIOI'~ DASHED CONTOURS At'-- ) UNDERLINED ElEV.\TIONS INDICATE STANDARD v ~TICAL ACCURACY REDUCED BY TREE COVER (~ A-'S T HIS S Ii E E T MAY NOT ERE PRO D U C E DIN PAR TOR I "J FULL, WITHOUT SPECIF APPROVAL OF THE SOUTHWEST FLORIDA v \TER MANAGEMENT DISTRICT POBOX 451 BROOK JILlE FLORIDA 33512 COPYRIGHT :0 BY SC THWEST FLORIDA HATER MANAGEMEI'~T DISTRICT ALL RIGHTS RESERVED GRIDS BASED Ol'~ FLO~ DA STATE PLAI'JE COORDINATE SYSTEM 1:ST ZONE ELEVAT101'~S BASED ON U S C &G S DATUM 200 o 20C 400 600 ~ ~~~~ CONTOUR II'JTERVAL 1 OCTOBER 1916 FEB -MARCH 1911 , I ~'y "-J {~j Ii' '~l':~ # I ~ " . Zi'... DATE OF PHOTOGRAPHY DATE OF ",4,APPING SOUTHWEST FlORI()A W fER MANAGE~^ENT DISTRICT S.W.F.W. . AERIA MAP LL AIR TOWNHOMES ..>' '.. . j ~ " ,. ,. '.. . ~ ~.....-- /' AERIAL PH TOGRAP inellas Cou Y WITH CON OURS ty, lorida Sht.N .C 9 r . , 28'-11- -~TOPQFR06r-. \ ..I <IIr ~ 'J: :I ~LTI _L ,..J,L....L .<- rc.;.r:l. 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'~ v..~;;;.;s ~~. e.. .. ,~,....~..", .""'~ ,- , ...~.. ~.~ ,,~ ~I,'J -~"..,,"-;i . '~';, 'r ",.,,",,,,,,''''''''-' -...... iNll.~ ~ ".,;/ - ::: - ?}~~"5'1r".~~. 0tt:.;;T., -;:.. ,.1' -.;;., . _1'., ".....:T'~~~~~.~:':t~~j-,tR?3,!iiii;,,~~.i;.\~l"~a~&'" rr....~~~~ . "':'.,!,., ,,\,~,,k!t,'t:~~..,~.~.-tiju_t - ~~~~~~~~~~~~~~g$Wr_.~~~~~~4_~~.~~~~~~~~.~~Mh~ .........~........ iI.. .. ~"",,,,,,,".,.....~,~ ~~ v~~,.. . '"",,~ ~ ~. !)I N:J~f..1r,;iitl_.___.~.. .......l~~..........___......~___~____....____._._._........_._..___........_._......_______.______._._. .....'J . N. 01' '0 E. 360.00' (D) 3130.01 ' (r.4) (1\ LANDSCAPE ~ SCALE: 1 ""'20 ' -0" PLAN -, PLANTING NOTES 1. ALL PLANT MATERIALS 10 BE FLORIDA II, OR SETTER. QUALITY, INSTALLEO ACCORDING TO HIGHEST NURSERY STANDARDS. 2. MULCH IS TO ae 100~ SHREDDED, GRAOE A CYPRESS. MULCH TO Be INSTALLED A MINIMUM OF 31 THICK, 24' RADIUS AROUND TRUNK ALL TREES (NEW AND E~ISTING), AND A MINIMUM OF 2. THICK IN ALL OTHER PLANTING AREAS. 3. ALL DIMENSIONS ARE TO BE FIELD-CHECKED BY THE LANDSCAPE CONTRACTOR PRIOR TO CONSTRUCTIO~ WITH ANY DISCREPANCIES REPORTED IMMEDIATELY TO THE LANDSCAPE ARCHITEC r . 4. CONTRACTOR SHALL VERIFY E~ISTENCE AND LOCATION OF ALL e~ISTING UTILITIES AND UNDERGROUND CONDITIONS PRIOT TO HIS COMMENCEMENT OF THE IRRIGATION WORK. e. ALL BUILDING MATERIALS AND LABOR TO CONFORM TO THE SOUTHERN BUILDING CODE AND ALL LOCAL CODES THAT HAVE JURISDICTION. a. 500 TO BE AS SPECIFIE~ INSTALLED WITH TIGHT JOINT~ ROLLED AND FERTILIZED. J. PLAN1 ALL CANOPY TREES A MINIMUM OF ~'-Ol FROM PAVEMENT EDGES, INTERMEDIATE TREES A MINIMUM OF 3'-6., UNDERSTORY TREES A MINIMUM OF 1'-61. a. PROVIDE CONCRETE CURBS TO PROTECT ALL LANOSCAPE AJ1EAS. 9. ALL LANDSCAPE AREAS TO Be FILLED WITH MINIMUM la' OF CLEAN TOP SOIL. eXISTING TOP SOIL SHALL BE STOCKPILED ON SITE FOR use IN THESE AREAS. I , I I I I I t '(('vilor/) : ,~ . I I I I I I , I I , I ()~~-,~ - , I I I I I I I I ~ I I I I I I I , I I NO. SYM. PLANTING LEGEND COMf~ON NAME CD@ @* 0~ o 0 @ C~;) @ F~T:=J 0' [l~lID~~~ I ~mtttl @'IB @ LIVE OAK SABAL PALM SLASH PINE -/ SWEET VIBURNUM LILY TURF SOD BOTANICAL NAME QUERCUS VIRGINIANA I I I I I I I I I , , I I , I ,~ 8 ~~ .~:Sb r~ C/)~ ~ f4S c: gl1 I~ yi ,~ ~(J)ti @~ ~~ Ii H a g u j II) rO j i~ fa J s g~ ii~ ..... I & 'ri R (f) ~ >< Q,) 10 ~~u:~~ ~ i~~ ~~~~~ u. ~~'" ~ ~ ~ .t.J (f) I I I I I , I I I I I I I I I I I I I I I I t I I , I , I I I I I I t I I I I I I I , I I I I I , I I I Cl I I , I , <( I I 0 I I a: I , ; ex: I H I <( I LU I -1 I ..J I I l1J I co I I I I I I I I I I I I I I I I I , , I I I I I , I , I I I I I , I I I I I I I I I I I I I I I , :c - -, t- o: 0 .- z - -:; - 0 (f)<C -< 00 CJ aCC H a:: aa: 0 ..-J uH l1. <C a;W . a: H-J UJ <(-l ..... wUJ < ~ -1 CO a: ~ ..c( wC\J UJ COOl -J ~ U ~ C\J ...-i 0 0 01 " \ 0 (Y') 0 ru , ...~ 0 " C:l (l1 C) ("J c.. ';-"2 IlJ '';-''1 ~ l1) no: ~ .~ ~ ~:( , ~ -4J ( U I]) l1) ::J ' ..... (J) 0 (J) & H / / z <( .J~ 0.. UJ a.. <( u U1 o Z <( -I ~ . ..1 ,INSrALLED SIZE 1'3/411 CALIPER 10. HT, 4' SPR r--,--- IJ; CU:AR TRl,JNK J!;: lU1UAe-- SPREAD 50' AS SHOWN SPACING REMARKS SA8AL PALMETTO AS SHOWN -1 -) ? 7 '7 . . . VIBURNUM 10 GAL, (3' HT. 4' O.C. ODORATISSIMUM 3' SPREAD LIROPE MUSCARA I 1 .GAL. 2' O.C. FLORA T Af.. SHEET NO. I 1 . J