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FLD2004-12083 (2) FLD2004-12083 3190 MCMULLEN BOOTH , ROAD COUNTRYSIDE WEST MEDICAL CLINIC HEAD\VALL TOP EL. = 38,67-..........n INV, = 35.45 ~I 24' R,C.~..-/ U - 15' \oIIDE DRAINAGE / AND UTILITY EASEME~ PER PLAT (;) Q:' <t ~ ;:: ~ f.;.: ~ !i ;:: fa ~ -\ 1\ 16'0 " ,,:E Q.. 'V v.. .." \1)..-. ~ - M(Y) M(Y) M(Y) \ '6' PR~~OS::::D, EROS 0 CDMrROQ6 (SE S ~&f9T No. ) l...) 5' DRAINAGE EASEME.,'''' 2 ~ --PER PLAT 30' " 'V o a.- v~ . .. ?--t M--t ~.. ~ .......M (\j 9~ 5' bO 9' AY ...~, qo \ ?' Z\q I ~3' 8 Z .f ~ c.'.---,' MAGNOLIA c; ) 018' N " 10' BAY 0 14' 8' 08' 18'l:.. (~ , ~' D,I. , ':":' 4Jr"'" ,II MAGNOLI G~Mnt<<LDt 34~/,/ -t-.~ / INV, E. = 33.60 "'; ~'\;~/~ ~II.: .:( / . ."": ~:.,...~. M,E.S. INV, = 34.68 '.rl\tt,. ~ ~' PVC IQ} ~ EXISTING O.F,S. TOP EL. = 27,57 INV. E. = 20.88 =r== ..t~190 ~LP .. <Y> '>0 EXISTING DETENTION AREA L -.J ~ :- :- :- I.JJ W L...J o~:>" ~ 110 I ....'. Z JP , l...'J U ':'~ :.:= <C. Z<I:' r>"~,~'~~::::::: ~ """I" ...... L..J:.. . , 02 I-l :::::: . MG H f- ~ .::::: >-;::::=:= <[ z /:: I- 3 D~ 8 1->- ~ : :-...... ~ LJT ("'0/.-1>- ~ :J ~ UUy ~ LL \.0::;: ~ ~ C;; ~J::: (;1 20 I 0-> ",,';;'- C;;; 9.- ~:::; :> RJ b ~ ~ 'fi ~o.. -:.:-./ '- I D....-r I ~ :~~) uk [;; MG r:q~~ A~' 1/\.../ : L~~ Z >- (Y., ~'~P:V \ ~ ;:;:;: . Wr- ~'~::::~ :::l'h/:::: -- I~~ ~ ~~ 1.- ~"" 7. "'---J . : ::: : ~ . . , -- -<" . . t::.:-' : ::;=q~ (\J . . ~- ...... ";j" ..~.~ .:.' . .I-=r--- / :::::'. . ~~~~~ ;>:~J,./ ~~ .......:..u. .i2' Y SIGN t:~ . ., ::r:; ;;~: :;': ; :: ; :~~: :;:;:: . :f- 7 " . ':0 li-TSB .~:: : : : ;'::::::':::::: ~ . .~~"N-TEI::'::::~ ~ I JG <: I \~~~, "':~~:~:~1:~~~~~~~~ (;) fl 1~~! -:r~I~Nut..(: Ni;J:::::: O:~C'~ N:; ~': ~lG~T: : ::: : ;:: : ::: : DIS N~~ r~l~i. ~~: "V~ Y: : ::: : ::: : ::: '.' : - EXCE A i >'-,1.... . :r:JP : SQ': . : . : . : . : . : . '1: ~SIGNMEASUM l.-'~~: .i8~:: ::: : ~: ::: : ~: ~ : ~ .,.y ADJACE : :t;Jr: :Pi"lV:[~I\J:r..;: :: : . N.-.... /1 T __ 11' :: ;:: : ::: : ::- . :.- .: ;::::: , . . . . . . . . 3' ... '."1 (\j ~. . . . : : :::. -: .-; :::::: . C> GA ~ :- : > < . : : !:: :: ~ : ~ : 13 .. ...'.. . . 5 ..;::: :':'-:;:;-- ~'! (/) I RI ,. '-:';'.' : :-'. ';"::';:;:::::::::::::;::: : PP).... '.' ~:B":':':';':-: -:':. . '" . : :~! ;................ : : . : . :raP.: ft..;; ~: 3"5.1.3; : : ; : . : i~V'; : N.: :~: g6;6~ : ;. : . : r"":/' : .,; : ::;: d9:3~: : . ..~~~~.~I-:.:~.~.~. / 1 EXISTING O,F,S, TOP EL. = 27.59 INV. NE. = 19.11 SLOT INV, = 23,28 EXISTING M.E.S, INV. = 21.91 - " 5' l<9' -:~ 12 :",,,~'T IV 125 IN 45 2S I RI JV l"~\i,,V~l 5 \~ I ~'~,. D TJ M---- 15 1K"!:l. ~~ 34 .0 I~ \ " I 'I.' ~ j.Q~ "h," \<.....t Iv:: I. '^ ' CD - I I I L I I '~ Z :E ::> ..J c SIGN ilV tll/-PB EXISTING tJ..SIGN COVERED AREA- / I /'GL T /35 I PA ~ J ....... ~_ n_ ,- \ :: XISTlNG D.B.D.I. IJRA TE EL. = 25.94 .. NV, SE, = 21.91 INV. \01. = 21.90 INV, E, = 21.97 \ . :- : .... .A """".'f'\. " ,_v , I ,U~ 1\ 8/ I ) LOS V V' - ... .... / 80 V5 \N\~~:::~: J!,T'B.M' #1 '.1 EL. = 29,30 --. ~C,B, 2 ::: I~i: UT 30' Q,C, a.. (' 35 RI 5 CA I MG ,;. f. r-- ~ QCI ~-;..;.;,:.. ~ :.~~ ~ 'I.i~ :::t" ~ 3 )f I- LI ./ ./ '~'. /' :';. I MG 3 UT . .:S .... t, ~ ~;. \D (X) I~ ~ 35 ~ PA ~ 35 ~ RI ~ L... 3 1I ".~ l..~' ~ .. (: . :;:: ~:: 5 CA ~ K:' . . ./\ I MG Ck:: D ~ ~ . .;f. ....\ .~" -.... ~: ~N 1\ I 5 CA ('B ~.. C1 175 I P4'", JP I ;j : ~ ~ : ~ i ~ ! ~ ! ~ ! ~ ! ~ ! ~ ~ ~ ~ ~ [ ~ ~ ~ . 4 . . . . . . . . . . . . . . . . 1\ I ~ 23' SIGN~ \~~FH@j ~ ~ . ~ C\J . . . .. .... . . . . . . . . . . . . . . . . . . . . . . . .. ...... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. .. ~ . , . . . . . . . . . . . . . . . . . . . . .. .... . . . . . . . . . . . 10)( ': -: -:.:- :-: -: -:' :- :-: . :- ;. : . : . :- : . : . : -: . :- . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. .. ~:~:~:~::::::::::;.:. A Z l:l .... (;) U I-i u... u... <I: Q:: I- >- <I: ~ r=l <I: o Q:: ~ o u... W ..J l.::J Z <I: I-l Q:: I- >- I- I-i ..J I-l ~ I-i V? 1-1 > .. Ln J:L ..l'~"'~IE '~~~" -3 o 30 60' Scale III =30'-011 '20' - GENERAL LANDSCAPE NOTES ~ \ l~rrJ1'.0 , \'\ . ~~ -. " I All piant materl.als shall be FlOrida #! or better and Installed to highest nursery standards. Plants shall be 1calt'1Y. free of pest and disease. 2. All plants shall be container grown except as noted on plan. 3, All p.olms and trees shall have straight trunks With no tWists, knotting or other defectIve characteristics, 4. M:h'1 shall be 100% Fine Bark. Installed to a minimum thickness of 3". 5. Sod Shall be 95% weed free St. Augustine "floratam", Installed With tight JOints. G. All OIr'1enSIOns shall be field checked by the Landscape Contractor prior to construction With any dI5c-eoarcre~ reported to the Landscape Architect. 7. All r1,l~enals snail be as specified on the plans, If materials, labor or installation techniques do not adhere to the speokatlons, they Will be rejected by the Landscape Architect With specified matenals and installation carned ou~ by the Landscape Contractor at no additIonal cost. 8. No substitutions of materials or chan':jes to the drawln':js or specifications shall be made. 9. All reqUired permits are to be provided by the installing contractor unless specifically stated otherwise In the spedlcatlons. 10, Contractor Identification signs shall not be allowed on the pr~Ject. I I. Contractor shall be responSible for all Items as shown or described on thiS plan and speCIfications, I 2. All proposed landscape and sod areas contalnin(j turf or weeds shall be treated With "Round-up" per manufacturer's speCifications. 13. landscape Contractor shall prOVide all necessary site preparation reqUired to ready the site for planting as speCified. 14. The landscape Contractor shall warranty and tjuarantee all materials and labor for a period of 90 days for shrubs and groundcover, palms and trees. Warranty and guarantee period shall begin upon date of completion. 15. Ail repairs and/or replacements shall be made by the Landscape Contractor Within 10 working days upon notification of any defiCienCies by the owner or their representative, I G. All questions regarding the Landscape Plans and SpeCifications shall be directed to the Landscape Architect at (727) 787-2840. I 2 gu~ge wire 3" Mulch 3" Tree wel FInish grade, 2x4 pt stake-\' Root ball Native SOl''\. backfill V -1 I 2" length red plastiC flag tape ~E~~$S~~;~{ ;r EXisting native 5011 -0 TREE PLANTING DETAIL Tree drlphne FERTILIZATION EXisting tree to remain '. t\ '~' V/;~" ~l v. ~ I - 2 I gram tablet 2 - 2 I gram tablets 3 - 2 I t3ram tablets 4 - 2 I oaram tablets 3 tablets per each , /2" caliper of trunk Shrubs and Trees All tree5 and shrubs shall be fertilized With "Agrlformll 20-1 5-5 planting tablets at time of planting and pnor to installation of plant pit backfill. Tablets shall be placed Uniformly around the root ball at a depth that 15 between the middle and bottom of the root ball. o .J Appl1catlon Rate: I Gallon Container: 3 Gallon Container: 5 Gallon Container: 7 Gallon Container: Trees: 48" Height , x4 pt rails - 2x4 pt )post 24" Depth Groundcover Areas All groundcover areas shall receive fertilizatIon With llOzmocote" time release fertilizer per manufacturer's specIfications. I :LEx,stmg grade -0 TREE PROTECTION DETAIL -TREE FROTECTION/MAINTENANCE NOTES PROTECTIVE BARRIERS AND THE U5E Of OTHER MEASURE5 TO PREVENT TREE DAMAGE (PE5TICIDE APPLICATION, ROOT PRUNING, INTENSIVE MULCHING TO REDUCE 50lL COMPACTING, ET CETERA) WILL BE REQUIRED A5 NECE55ARY. ANY 5TACKING Of SOlL5, DEBRI5, CON5TRUCTlON MATERIALS, VEHICLES. AND ET CETERA WITHIN THE REQUIRED BARRICADE5 IS 5TRICTLY PROHIBITED. ANY TREE L055E5 INCURRED DURING CON5TRUCTION MAY BE SUBJECT TO REPLACEMENT PENALTIE5. TREE5 SHALL BE TRIMMED OR PRUNED IN SUCH A MANNER 50 A5 NOT TO ALTER THEIR NATURAL FORM, GROVlrH HABIT OR CHARACTER AND SHALL NOT BE PRUNED INTO UNNATURAL 5HAPE5, INCLUDING CIRCLE5, OVAL5, 5QUARES AND OTHER HARD-EDGED GEOMETRIC 5HAPE5. NOT MORE THAN ONE-THIRD Of THE TREE CANOPY 5HALL BE TRIMMED OR PRUNED IN ANY YEAR UNlE55 IT 15 DEAD. TREE TOPPING 15 NOT ALLOWED UNDER ANY CIRCUM5TANCE. ~,. ~..a ~I~~~~r~~h top 3" Mulch ~. 0 0 · . of rootball I" '~I...o ' . above finish ~I~ 'g~de finish Gradel 0 Root ball ~"'~:-":<~'''''' ' ' EXisting native NatIve SOil .~... '...: '.. ,.~. 50il backfill -LAND5CAPE CALCULATION5 -0 PROP05ED VUA = 41,969 5.F. REQUIRED LAND5CAPE AREA = I 0% VUA 41,969 X 12% = 5,036 5.F. SHRUB PLANTING DETAIL INTERIOR LANDSCAPE PROVIDED = 5.89G S,F. NOTE: ALL LAND5CAPE AREAS 5HALL BE PROTECTED fROM VEHICULAR AND PEDE5TRIAN TRAFfIC BY THE INSTALLATION Of G" HEIGHT CURBING ALONG AREAS \tVHICH ADJOIN VEHICULAR USE AREAS AND SIDEWALKS TREE5 REQUIRED = 1 TREE PER 150 5.f. REQUIRED LAND5CAPE AREA 4, I 18/1 50 = 28 TREE5 TREE5 PROVIDED = 30 PLANT KEY 11~Quantlty Q Code P'" Plant Materials Schedule Quant. Code Botanical Name TREE5: 4 /0 Ilex opaca American Holly 12-14' ht. x 4-5' spr., 2.5" cal. Y 20 L I Lagerstroeml'" indica Crape Myrtle 10' ht. X 4' spr., 5 stems Y I , UT Llgustrum spp. Llgustrum Tree 8' ht, X 8' spr" 5 stems N I I MG Magnolia grandlflora Magnolia J 2-14' ht. X 4-5' spr., 2.5" cal. Y J 2 PW Acoelorrhaphe wrlghtll FaurotlS Palm /4' ht. each stem. 8 stems Y 12 QV Quercus vlrglnlana Live Oak ) 2-14' ht. x 4-5' spr., 2.5" cal. Y 18 TD Taxodlum dlstlchum Bald Cypress J 2-14' ht. x 4-5' spr., 2.5" cal. Y 8 WR WashingtOn/a robusta WashingtOn/a Palm 14' c.t. Y 7 UA Ulmus ParVlfolla Winged Elm 12' ht. x 5' spr.. min. 2.5" C21I., str21lght tnmksY 2 VM Veltchla mernlll 'vetchll Palm 8' ht. x 3 stems Y SHRUBS: Minimum 3 gal. container, 24" ht. at installation, max. 30" o.c. or less 20 CA Crtnum aSlatlcum Cnnum Lily 15 gaL, 3G" ht. x 3G" spr. 30 HII3 HibiSCUS spp. HibiSCus 3 gal., 24" ht. x 2411 spr. 75 ICB lIex cornuta burfordll Burford Holly 3 gal., 24" ht. x 24" spr, 100 IX Ixora Nora Grant Nora Grant Ixora 3 gal., 24" ht. x 24" spr. 95 PA Plumbago aurlculata Plumbago 3 gal., 24" ht. x 24" spr. 170 POM Podocarpu5 macrophyllU5 "'odocarpus 3 '2lal., 24" ht. x 24" spr. Common Name SpeCification Native Drought 5paclng Tol. Y Y Y Y Y Y Y Y Y Y 20' o.c. 20' o.c. 20' O.c. 35' O.c. 35' o.c. 35'o.c. 20' o.c. 35' o.c. Y Y Y N Y Y Y Y Y y Y Y Y Y 5' O.C. 30"0.c. 30"0.c. 30" o.c. 30" O.c. 30" o,c. 30" O.c. 30" o.c. 30" o.c. 4' o.c. RECEIVED [ MAn 7 2005 J , HENNESSY .! 190 130 154 3 RI 5B vs ZfU Y N Y Y Y Y Rhaphlolepls indica 5partma bakerll Viburnum suspensum Zamla furfuracea Indian Hawthorn Cordgrass 5andankwa Viburnum Cardboard Palm 3 gal., 24" ht. x 2411 spr. 3 gaL, 24" ht. x 24" spr. 3 gal., 24" ht. x 24" spr, /5 gaL, 36" ht. x 3G" spr. GROUNDCOVER: Plants other than turf grass, which reach a mature ht. of 24" or less. 75 A Seasonal Color Annuals 4" pot 168 LMG Llr:ope evergreen giant Giant Llrlope I gaL, 12" ht. x 12" 5Fr. I I 0 LMM Ophlopogon rnterm Aztec Grass I gal., I 2" ht. x I 2" spr. 81 LOS Lon cera JapOntca Honeysuckle I gaL, 6" ht. x 12" spr. 385 JP JUniperus parsonll Parson's JUniper 3 gal., I 2" ht. X 1811 5pr. 150 LAM lantana spp. Golden Lantana I gaL, 12" ht, x 12" spr. 193 TJV Trachelospermum JasmtnOldes Var. Confederate Jasmme 3 gaL, 12" ht. X 24" spr. 515 TNJ TrachelospermumJasmlnoldes minima Dwarf Conf. Jasmrne I gaL, 6" ht. x 12" spr. N Y Y Y Y Y Y Y N Y Y Y Y Y Y Y /2" O.c. 18"0.c. 18" O.c. 1811 O.c. 30"o.c. 18" o.C. 30" O.c. 18" o.c. 41 ~ e c: o 'P 0- 'i: u 1Il III e c o 'ii\ .~ ~ bl r .91 b cu i:! 13M :::1"'1 In ~ LL ~ M VI ~ 41 8 "0 ~N, IIlU 0- foe o '<Ii I 41 N e u - Z - ...J U ...J <( U - o UJ L l- V) L.U ~ UJ o - V) >- ~ I- Z ::> o u OJ 0- ra u ~ -C c: ~ -I III J ~ . ] '8-~ toIt v ~ "''O]~'~ ~~vl:i !tx,.5=ti ~ ~ B 't .~ ii: .. 'Q E ~ 1;:iilil~li 8~.c!-aa. ~ io.~ ~ ....- <Il 0 2~~:e t- g ~ (j ..J .....J Q ~ CL <{ '" 0'" I Cl:a:~ Cf) WZO 0: - ..- Z<t:CI:LO LU 2'1- ~O(j) ,.Z-Cl:J:u:"7 ~1-~o:O .~ u.0:~ ~a:"t O~~~O~~ ~()~CJu.!~t:. O:2~<cza:Q) w> . Z o;C;<; c a:>CI:<CC!;'::J,g o..()~~NOo.. ""C ra o rd ~-C .- ..c s... .4-J 0 Ou:: o .. CO s... c: ~ <1J ra = ~ ~ s... I: ~ U_ ~U +oJ c: OJ E c..~ 0- QjO- > OJ o " ;.(- ",,:,}'I; , '{.,"} COPLEY DESIGN ASSOClA TES, INC. LANDSCAPE ARCHITECTS 1666 Laney Drive Palm Harbor, Florida 34683 Phone 727787-2840 Fax 727 785-4017 Landscape Architecture Site Planning Contract Administration [ [ JOB NO. 25013 SH EET L - I ) ] 6' HIGH CHAIN LINK FENCE ~ ~ ~ ~><-)(-)(_X-X-x-x-x-\.-x-x-x-Lx-xl / /~-~-~-~~~~-~-~-~-~-~-~-~-~ ~-~ /. .// +'" _---_ -----,28--------Te7~___/_.... ..... // / I 4 ---- ---27-_______________~ ......... ~ ~ /;./~I /1~;?,1;"-: ) ~~~;---;:;:-~- 26 " PVC ============~R.~J'-X;:;\\ ~II ,//./ /')::/ /~:/"/. (), +~./ ./ -.- -----24-----------::;:)'\ \ , ~-<...~ ..<:"../;:~ \J d/.././.// / ./--- '" D --~----------"O,F,s:_-23---""'~ \ ~ \~ x //././ #'l.Y-::,/<r .Ar' +/../ ./ / ./ /O,F.S. TOP EL = 27 5~\ , \ \ 11 --r; r/(I/ /?;::--;;;!.V- ~;Y fi P 11.// ././ /1 TOP EL. = 27,57 INV. NE'. = 19.,11 \ I I /~~ /?'/?--?y~ ~ \)I ,;b~/ ./;71/ 1/ /./ ( INV. E. = 20,88 SLOT INV. = 23.28 I 1.:::~~~~l\) 1.~~;~/1 +'f"7' / II \ \,-- DETENTION AREA M,E.S. -t- ~~ ~/ I )~^ t((//'/-. f}~ // / /' \'--___--------23-________INV.:-~21.91-54"-lC36" R.C.~. r @", -<~ffff~/ I r I III II/Jllf UNPL,lI. TTED ~ 1./ // - - '- _ 2.________________-=-_...=:--=:--==-_=_ -// I/. / \/ -/ ~~i0~1;:----1 \ ~/~ I / II /~....... /'" I / ___----~~ ---25----- _------26- I rt! --- ~ .d~~~<oc-- I \ ',' !II If /~ ./ // I (./ -------------------------- / /'V / ~ 1 ~~?;:----( \ I / j f II/I 11/ ./ 1/ I ___----27---------,------------------------- .// // ~ .?'./ ---~ ') I ) I i:.,J J;II/ /f 1./ ----------- ./ I- 6' HIGH METAl:~/-:;:::./:"'--::;; OJ 1 I JirJ II /+ (/" I '----' _-----------28------------ /- -/ ~ RAIL FENCE _ / '" I~ 7 il I (.___---- _----'----29--- I I / I't;ljl r; I I {) i -------- lB~-~-...A...,.~-'-. --'----"-----------=.-:-- --:- ? -31--...." ~ 0 1,,, / ~U II/, I I' + r ___..____- ~ FENCE CORNER -....A.-_~~=_-::I=_~_~_.J-' GATE F.I.R. #1762 \J'~ SS98903r?fffj7.' (PI.'l'f,l1'" ~ .//,..-~"'-~~~ ----23200'0.4' s., 1.~ W.- _~E:cN~E ~~g,2%.---_=__-_-31----......-----"" U - - ~ a . ~ ,) (./ ~)(=- - ll.= )(-X - - . -"'--=-ll'= ~ x :.It:- 1<- '1r-- )(3~X -~~ x~ r , -l ',60. 3 ~ " /I! r- /'- / ...--'~ - ....., ~ 5'~ -~=-::\.- ~ - ~T NORTHWEST CORNER OF PARCEL A "- I , 'b ~ 1ft I I ~/I ~ CHERRY. ~2~7'" 0 ~--o~ 11" 6' HIGH CHAIN-' ___-- -P--6"o ,-33--15;:--.9 14~__ 6 6' HIGH CHAIN --f ,,~ ' \ ~ I I'" 1,/ I I I ~, '-1 LINK FENCE __,,!>y 4"0 ~21" 21" x / 0- --;; "'" LINK FENCE "- 15' WIDE DRAINAGE iJ'''''- 1-- \ 1 Ii:"! J NORTH BOUNDARYro4" 14" 10'0----- _'--- /. F.I.R. #1762 033 11'~iJ'"" 023" "\ AND UTILITY EASEMENT I I I ~ 4p 1 ~INE OF PARCEL A _ _ "-./--- - " ___./--- (F.C.M/ ~ 1528, ) 4" t:ND OF FENCE It PER PLAT ............ I\l~ \114/1'19,,/~ tl( .~ /, J I 1"'-< 4~HINABERRY~ 01613//-,-..~ x s.98903.Y.10'~E~ 2.4"1S11'n10.8',W.'V,\ ^ ,---- N \ 'rf I I I JI/I I M8140 1 I I I -,,!>"!>- 0 17" 007" .e::. .-......... ---. x- ~.(M~ ^-d~' "'-r_-:..6-........ ~ in r It \ \ l ) III If' I II L ~ 8J. J / 1/ 8" ("'" 6~./ 20", 18'o.~ . S.89'34' 19//E. (P)-GATE 09// F C M #260 /1 "t- ~lc:-'1'\ \ \ \\ II -oJ":, 10 1 I 0 \ 4"0_9.- ./'" !;U~- ffi~ 14" 18// ::-> "'--. 06/1 ,.. \ \ ( / \ I \~\ r /\~ \ Il11l Jt.b\(\sA~ (J 1 I ~JLg~RIRY 0 SAND FILTER w.t--~/ ~4",,~~g-~~~7/1;'" ~ 7", 6"~ '-......... 012// \ r t) l~.../'" t>\,/( 11 0;1 I to> lID 1,., I 13" 7//) ( ONC. WALL/ ~5 016 r"lNLri o~ J,s_ \ I \ I r) \ \ \\llu ~ '(i, j I I-- I I I [,., ./ I ~~ / b ON U ~ _---__... \.. \ r I (---~ ~j ",t' \\ \ \{(~ ',\ ~ ) ,> I ~I / ~13'yl \ /-----/ /" - ~o /~~-------- "......... "I L I I \ \,../ ~\\ \ \\ \\\ \ V\ '\\\ I, - \ J 1/ / \ I" / Vl ~/ ~ d 7" 6" 0 17" 13;'" /197r-; -18'~ ,..r25// \ r I \ 1 \ '" \'" '16// 1\ ~ \ 1 /"--- I ,,5// II I 4"~ ---(J) '0 _--~ VO .......1.{.22//\ I \ i \j.,~ v\ \\Q'~ L \ \ -~ { f:{ 8 O~ 014 6.10" 8'.J..--:)/I 5// --Ii " 0-12// \ r \ j ---Js \ \ \\\ \ \ \\ \\ (J\ '" \ , dr' 7" I 013// \ I'\i // 'r' , ""-023 14"0~9", 5// ~ ,I II ""I \\1611\t\\\'\~\'\ ~')\~\ /' I II) / 4~rr.,,~4:,,'O LTP (\ 010",,_ 09~ '" ~ / // /..............~i\, ~ \~ )\ ))~ ~ \ \ \ ~- ~J / 99/NORTH I PARCELJ' 1 0" l~N~~I~S ~>~~ "\ \ cxi t I / ( ~F:l'\ \~ l~~//II~/\~~ \~\ \\ \ \\ I ~~J3'" 7": 6", 5"/ I .// io~ ! III ~ ~ ~~'<\~ ~~1\3//11 \~~ ~\ \ II' I // 7~?",/6< 6'// / 028" PP/L : f I 'I I r"l I"') to \ y ---.I; I ~ I / I I \ ,\ \ l ~ I ~ I I 6// ./ ,~ . 'H' ,- . . / J n I I I r"l I"') lX) \' ~4>1 J I I 1\' \. /\<!' I \ I / ./ r- :~,r~~,t:h.- ,u,.-/ i; I ~ I r"l I"') ~ ~ \ 1\ \~l' I l \\~ {\I I \~I \ J I I / TURT L;:/BROOi<E CONC. 4. I / // I ~ r--! I "\ \ ~ \ \. ~ -...... "~' ~ \ I \~ \ \ I I / P L ,t.,?, E3 D D~: / '/;-P .t., Gz :H: ... };.JI I I ..J II ~\\ \, \~\.J~~1' l~\\ \~ I i I I / 15', 8" / / --......... ......-_ "', ~___-_./ ... 'I/!J; I /1 I;i. . N l/~ \\::- ...;.....) \ \ 11\ \ \, I 1/ I --r crz{15//, 8" / <----::::--38__. ,---- ~:~ ~i; /1 I II / ~ d II I ~ ~ l' / I ~ '{)\ I\~ (1/ f / I II 7// -- HIGH g ~~: // / / ) ~~~~' 7 ~1}1U~1 i~ ~"J r! t 7 II I'" II (J( ( r \ Cl: - t, I ::, I / I ' / H-r':;. \. 'fi ^ 1 2", 1 2". 1 0': I I ~ f\ m ~;; II / / I I ) >- : //! I Hit \~~ \~, {{ h~" /1 12~,4;~5" /1 5,,~2" / I / J ASPHALT PAVEMENT \ ~ ) \ ::1 i:; fl / / I I ~ ~ I ~ I I( \ \ ~ ~\ \ ,,,'1.\ ~/I} ~ ,ill ~ 0 15"~})" I I 7 ) "- ~;: ~i; ; / II II /111 ~ ~ I /J.I 22\"0 fll)::J} ~)) ~ 7~/:;?tk ( ~ /15'1-; -1~"_,4'~r1-g;,, 1 0') 1/ \ I _ J ) ~:: ~;: ; 7 /1111:1 g ~ r7 \ j/ /~,~1I1 f1 fJ 2,(/.' 1b,)(~ ~.--~~~43 ../.--0-1 :"- I ( \ / ( __J II/II II tiw j K If) 1lt:Jg,~\ \J \I/~II /1;1 ./( ),==>C"-=~-=-~~-v--~ \. '" / n. fJ~/1 I {/ ~ ~ il 11 j t\\- \ \1 k1/8/1 ~ (( )L-"!>1./ /.~ur: -__::::37---... ~~\ \ --- /' I I I I 5 I.^'> \ 1 I slil ,., / I l' .s// / ---==-- - -==~"......'\ \ \~ \... \ / HEADWALL I If "?I/ II f( ( F) \ 'I &l f / / I /,' /Y///~ ~---..........) \ II ""-. TOP EL. = 38'67flJl /11 In' I \ \ I 4' j~~l jl~71 I I 11 ff 1(1 \ I I I 7 /1"~ "'" / /l __ INV. = 35.45 t 1/1 F,I.R. #1762 , _~\-L I \ ~ /? ~~, II I 7/1 ul iH-II) (S.)N.89'28'15"W.(E.)_J j ) j I /.J "--- 342.00' / l........:::--- s- ....,-rr IJ{ , \ I J I 1" J!J ,1 O~' I I , 'IT r -r- /.y,"=- _/ I .J r --=-- - - 24" R.C.P.----"" II r (\, is ' 1:\ \ ( l.i / I / !J ~1?"ljl Ii ,/ i I /:'J~::~~/- .Jo-.J ') - -.......... _ - .....-/ ~illl) Q:: I H ~~/IIII IIf, 0/'919" I I{' t"<ojl I;':;/-,.A::-~-=- N ~ / 1171 ; )' ~f f "I ( /l' 1/ f/~~,/ / / ~ ~I ;/l / i j (! I ~- -I ~ HI" ! ,I / II! I /?~ -,-(~/!iW illJ~b~* / ~ /j/81.1/11' P//{! 11!/.//~?1 j -;1~ACtSII _ _ &3e , If;)// C // ~1~PERlrLATIIIII 0 '.I II I ,!-ii /' ---- \ #1/ I a !/I 30",-.......... {I III/~I \/l}I,}lhf;I/ICf II(/..A---'- \ lil/II/ /'1 0 ~~I I{ 11?ljyl ~11~/llIJrILII/!f/Q~rf 18"IRg~____1~Rg___..JZI \ H I J/ ~ I~ ~ ~ f 11'11 / t rr';1 f.1 If ff. I IrJ ! 1M E S IT'ri I / D I ~ -)1 HI/I/lll ,~/~~ (III / '/~//;f r I 1~J:1/ I Ii 1./(( I NV.' ;,. '33.371 t SOUTH PARCEL GRATE EL = 38.63 -\_A""" SIGN I J/ I I.....,,~-::- h N r I 'I I / /, '" III' /II I ~ Ill' I N INV. w. = 35.29 - - \ jc; ;//I?/I .........~--\~bb aljdll( 19"i'AY~l' '71, 111 ~)}/ "',1 711 7 ~~~ LT -~-r- r - fl~~ I I I II I 1 :z Ol~ rj II r I I ~ (II JIll l III \ II ~I') 7 SPACES \J11 ~ 111//01 II II\zl:: {1/!!l1H t~13l"~~\\ 1(1(1\11 I /'/ ~;-clnll o,r--.~"o'" -~_ ~~ i// I III I I I \ ~?'''II MAGNOLlA\ 'l Jij\ \\ \ \ \\1 r1\ \1 1\ , /111 I 9i \ ~ lLi ~ -8PAINING WAL~ 7 f~ 2~ - ~1f Ict 9 g d~/f//j/ ! I ! j t( ~ f i U\\\~ r"~\~I(0r~k~~{~.~\~\ (l: : ~ I · n~~~ I J~ t.' Lr f L ~ ~~ AT/III I 111 ')\\\\.... l\I}'!I\I~\~\\ MES}U'III~ 0 ( ...... lii~ ,\ 1,111 (\ I /;j f / I,r\ ~~D',,\\ '~~~1cl.~~~'\';\\~:-T \13.~5~ \ I, ~", \ \ tJ ~ / \.... SIGN ~~ ~ ~ Illl \ \ ~, /) I, 11 I I } I I r....... ~ J( ~ ~~ \ \ \ ~~ J I 111 \ T.B,M. 12 ~. . P"~l A \ SIG~) '\ h\~\\~~~~-j~.,l"~'I' Ii N / II J ) \\--<; ,~kJ/~~':1 \ \/1:''.:-;,=)) J f IGN EL = /)1:'l I~~f~)~),~l~~~~:~S~:, ASPHAlT PAVEMENT \_ /-- / I I '\\ '~-;~=-=37::-.......--=--~:::> -rO~~/ HI/ ( I/! r ~~ la/1;}~15 1 J j / --:;~-r --M"H' ..,. /.,,~... ,.. I . . )~- .n, 1 \./ \ / 'h.(~~ .;::.........;:::--_-:Y"'''' ~ I (gj)! 17/9:) Jf? ,./ ) ~ \' /./ ~ I L/ t I I '" -~""i':"""SOUTHWEST CORNER) ~ I \ 8"Ir.' ~II ~~/ :':>~ I \]L / J RIM EL. = 40.15 1 \ \ \ ~\OF PARCEL A~ I ~ I, I(~~ I ~//l- / I IV--18" x 15"/-R.C.P. :~: ~: : ~~:J~ 9 SP~ / \ \ 5' HIGH METAL /~ 9 21 ~ / ~/1 ~j 1110/ / ,j SOdrH BOUNDARY LINE / SIGNS : _ /RAIL FE/NC.:.. F.I.R. #1762 ( f/,L;:"4 C; ~t/I __,/6"6:/1 ~ Of' PARC~L A ~44" T INII. W. = 35.11 ') I. / / NC. ~, ~JVA~jJM;89'28'i3"W." 6' 'HIGH I I 5' IHIGH CHA~!\J^5 -... f/~I f ~/~-~--w--:- --!i~~~~'.w:.J'=J~_ WOOD FENCE I I LINK FENCE . ~illtCb ~9' p,VC ~-s:.Tfi~~S-~-----38_ -'--_...... "'\0-.." I I I ( ;..7 ;z.JI;/L"': r-;;: IN,V. =_32.~-~~.t........:.. -,...... ~ '" l I I I / / I"J/R~,.It\~' "I:;-fl ~15"/"'" C P'---35~Nv.-==32.81. '---........" I I ".!f' 11!7i/I'V411/1'11 "/~,........- --......-......---......... J /1 i J D.1. I '? I CONC/ f f~'?~1/ MAGNOU!, ~.F:S:--' --34--____=:__ ...... "I I 1 ' I GRATE EL. = 34.91 ~ p~.~. 1IIIIIt 'LI I/TOP EL. = 37.68 \ 7/ I I) ,') I INV. E. = 33.60 ( . v./.fu'~ IIIIII~ rll SE THROAT INV = 3728 ,II) I I I I,l I /6' HIGH\ 1 \ ~"pvc./ //~~A3RIDrGE k II! NE: THROAT INV: = 37:33/1////1/ 1/ ~'I1~(, I I WOOD FENCE (J) I I I ~r;(/- ,1 I ~ SW. SLOT INV. = 37.28//'r.t 1/;;/ J/ I \ 15' HIGH CHAIN~ - Y !.~/jf- ~ 1/, L\ ~\ I INV. NW. = 33.07 ~I 143 I / /43'i:~OLUM I I ( LINK FENrE ~1(. !fJ ,:if)'/.: X ONC. r I I I SE. SLOT = 35.33 // / / / ~-:./ / I "/ I / ~1?; !/~~ft/~ /WALK ~ I ~ \ \ DETENTION ARt~/ ~-:::- ~;8" ~VC I / I I / ;;p- h II /~ / I \ \ \ ./ /' ./ :,:>1././ I ( I / I 'It;~t -/",~./;J~ r \ \ \ \ ./;~~./I;/ {/ ~v I ~ ~.//---~/ci / 1\ , \ .// / /./.// /.~~ 7 "/:::, 't lff;t/lf/ / h , ,,~ :S9N5;//~~">./ J /a.'"<"" 1-.t6'0 /" "'7 / \\ .................' ---,..... / ./:~.r./ ",/ ^'~ ~CJI I / ~ ...... ___---._/ Ii' -0- LP Q M.E.S. ______ _ I / INV. = 34.62 ,/:-__'39 ~8" PVC 18/1 R.C.P./" -A-w=~ ~:"Y -/ . :::, .1> .>0 ) I I I , " \ \ \ \ Z < o w ~ Vl Vl ~ <.:l en ~ => U ~' i... ~ U; > ~o iE 18'Z,' 0 / '. ,~ /';..( In,~ ~ II ~i ~ C.B. / ' . TOP EL. = 31.15 , ~ ~, I NY. N. = 23.91 5 { ~ INV. S. = 24,33 ::;) 0 J: / :I c> / U/ ~ \ :I '-' / / / / / / rf /It) / / / -- t """ ///9'////h N / ' lw Z / /~it Q .// ' ~' w tJ (/Y' , i!= ~ ..,. / ~lL.lL. " / ::l00 - 1.../ ' '<t '<t Wf-jEN ~::::-::::- jE~lL.Z ~I--I-- L..EoQ ~[fl[fl /0 ~ '<t t ~ ~ ~ /~z::::-~ ~~~ / ::lw....l.L. 00 ~jE~o VlZ ~~~~/ ~NOtii g::::-rnw ::1:jEWf ~:>jE~ /(~~~ : 1 ~"'!' '. ). ~ qO.Ptt / .B. / TOP EL = 35.73 INV. N. := 26.B4 INV. s. /= 29.:$6 ~ / / / (~ Cl W ~ ~ ~ cJ Z o U ABBREVIATION LEGEND BB CB CL or Cf. co CONC. C.M,P. D,B.D.1. D.1. El. FL. FH GA GLT GV INV. IV LP LTP M.E.S. MH PB PP PP /LT R.C.P. TB TSB WM BOTTOM OF BANK CATCH BASIN CENTERLINE CLEANOUT CONCRETE CORRUGATED METAL PIPE DITCH BOTTOM DROP INLET DROP INLET ELEVATION FLOOR FIRE HYDRANT GUY ANCHOR GROUND LIGHT GATE VALVE INVERT IRRIGATION VALVE LAMP POST LIGHT POLE MITERED END SECTION MANHOLE POWER BOX POWER POLE POWER POLE w / LIGHT REINFORCED CONCRffi PIPE TOP OF BANK TRAFFIC SIGNAL BOX WATER METER LARGER SHOWN. SOUTH EST CORNER OF THE SOUTHWEST 1/4 OF THE I NORTHWEST 1/4 OF SECTION 21--\ SURVEY LEGEND TREE LEGEND SET IRON ROD, 5/8" FOUND IRON ROD, 5/8" FOUND CONCRETE MONUMENT, FOUND OPEN PIPE, 1/2" FOUND NUMBER POINT OF BEGINNING POINT OF COMMENCEMENT OFFICIAL RECORDS PLAT BOOK CALCULATED MEASURED PLAT S,I.R, F.I.R. F.C.M. F.O.P. FND. #/No. P.O.B. P.O.C. O.R. P.B. [C) M) P) SYMBOL DESCRIPTION o OAK ~ CAMPHOR Q CYPRESS I) CITRUS o OTHER AS NOTED SIZES AS SHOWN NOTE: ONLY TREES 4/1 D,B.H. OR HAVE BEEN LOCATED AND 4/1x4/1 BENCH MARK NOTE: ELEVATIONS SHOWN ARE BASED ON COUNTY BENCH MARK No. 983 "DUNEDIN H", El. = 58,173, NATIONAL GEODETIC VERTICAL DATUM-1929, UNADJUSTED. N 0' 15' 30' ~ SCALE IN FEET ---0. TEN~RAR't' BENCH MARK 11 -r:::piI" EL. - 29.30 TOP OF CATCH BASIN LOCATED ALONG McMULLEN BOOTH ROAD EAST OF THE NORTHEAST PROPERTY CORNER ---0. TEN~RAR't' BENCH MARK 12 -r:::piI" El. - 40.15 RIM OF MANHOLE LOCATED SOUTH OF THE SUBJECT PROPERTY APPROXIMATELY 123' EAST OF THE SOUTHWEST PROPERTY CORNER SECTION 21, TOWNSHIP 28 SOUTH, RANGE 1 6 EAST 60' I CUR MAINS! -DUNEDIN CLEARWATER :f~ ~ru; Vicinity Map Not To Scale DESCRIPTION: SOUTH PARCEL: A portion of Parcel A, Turtle Brooke, according to the map or plat thereof recorded in Plat Book 97, Pages 96 and 97 of the Public Records of Pinellas County, Florida, being more particularly described as follows: Commence at the southeast comer of the southwest 1/4 of the northwest 1/4 of Section 21, Township 28 South, Range 16 East, Pinellas County, Florida, and go N.00-02'44/1W., along the east line of the southwest 1/4 of the northwest 1/4 of said Section 21, 1,001 .30 feet to the north boundary line of the south 1/2 of the northeast 1/4 of the southwest 1/4 of the northwest 1/4; thence N.89028'13"W., along said north boundary line, 100.00 feet to the west right-of-way line of McMullen Booth Road (County Road No. 611) for a Point of Beginning; thence continue N,89'28'13/1W., along the south boundary line of the aforementioned Parcel A, 342.00 feet to the southwest corner of said Parcel A; thence N,00002'44/1W., along the west boundary line of said Parcel A, 147.00 feet; thence S.89028'13/1 E., 342.00 feet to the aforementioned west right-of-way line of McMullen Booth Road; thence S.00-02'44/1E., along said west right-of-way line, 147.00 feet to the Point of Beginning. Containing 1.154 acres more or less. AND NORTH PARCEL: A portion of Parcel A, Turtle Brooke, according to the map or plat thereof recorded in Plat Book 97, Pages 96 and 97 of the Public Records of Pinellas County, Florida, being more particularly described as follows: Commence at the southeast comer of the southwest 1/4 of the northwest 1/4 of Section 21, Township 28 South, Range 16 East, Pinellas County, Florida, and go N.00-02'44/1W., along the east line of the southwest 1/4 of the northwest 1/4 of said Section 21, 1,001,30 feet to the north boundary line of the south 1/2 of the northeast 1/4 of the southwest 1/4 of the northwest 1/4; thence N.89028'13"W., along said north boundary line, 100.00 feet to the west right-of-way line of McMullen Booth Road (County Road No. 611) thence N.00002'44"W" along said west right-of-way line 147.00 feet for a Point of Beginning; thence N.89028'13"W., 342.00 feet to the west boundary line of said Parcel A; thence N,Oo-02'44/1W., along the west boundary line of said Parcel A, 186.17 feet to the 40 acre line of said Section 21; thence S.89033'10"E., along the aforementioned 40 acre line, 232.00 feet; thence S.00-02' 44" E., 25.00 feet; thence S,89033' 10/1 E., 110.00 feet to the aforementioned west right-of-way line of McMullen Booth Road; thence S.00-02'44/1 E., 161.66 feet to the Point of Beginning. Containing 1.401 acres more or less. THE ABOVE PROPERTY BEING ALSO DESCRIBED ~ FOLLOWS: A portion of Parcel II A", TURTLE BROOKE, according to the map or plat thereof recorded in Plat Book 97, Pages 96 and 97 of the Public Records of Pinellas County, Florida, being more particularly described as follows: Commence at the southeast corner of the southwest 1/4 of the northwest 1/4 of Section 21, Township 28 South, Range 16 East, Pinellas County, Florida, and run N.00-02'44"W., along the east boundary line of the southwest 1 14 of the northwest 1/4 of said Section 21, 1001.30 feet to the north boundary line of the south 1/2 of the northeast 1/4 of the southwest 1/4 of the northwest 1/4 of said Section 21; thence, leaving the east boundary line of the southwest 1/4 of the northwest 1 14 of said Section 21, N.89028'13"W., along said north boundary line, 100.00 feet to the west right-of-way line of McMullen Booth Road (County Road No. 611) for a Point of Beginning; thence continue N.89'28'13/1W., along the south boundary line of the aforementioned Parcel " A" , 342.00 feet to the southwest corner of said Parcel "A"; thence, leaving said south boundary line, N.00002'44/1W., along the west boundary line of said Parcel /I A". 333.17 feet to the northwest corner of said Parcel "A"; thence. leaving said west boundary line, S.89'33' 1 0" E., along said north boundary line of Parcel "A", also being the 40 acre line of said Section 21, 232.00 feet; thence, leaving said 40 acre line, S.00-02'44"E., 25.00 feet; thence S.890 33'10" E., 110.00 feet to the aforementioned west right-of-way line of McMullen Booth Road; thence S.00002' 44" E., along said west right-of-way line, 308.66 feet to the Point of Beginning. Containing 2.555 acres more or less. '. , :- i TITLE COMMITMENT NOTE: THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE COMMITMENT. l, R[;CEIVED SURVEYOR'S CERTlACATE: . ' , I HEREBY CERTIFY THAT A SURVEY OF THE I?ROPERif I DESCRleED HEREON WAS PERFORMED UNDER MY SUPERVISION ,0~ SEP:rEM~ 30.. .2004, AND THAT IT COMPLIES WITH CHAPTER 61 G17 -,6." fAe. ' ,'~ THE PROPERTY CONTAINS IMPROVEMENTS,ffi' -sfqQ'WN ~ERE()N, THEBE ARE NO VISIBLE ENCROACHMENTS EXCEPT /IS ....s1jQ~.... ' " ": '~, - ::. '.--.; :- '.... .,.,.... # ~ ~SANDY/I LLOVERAS FLORIDA PROFESSIONAL SURVEYOR AND MAPPER No. LS 1762 THIS SURVEY IS NOT VALID WITHOUT THE ORIGINAL RAISED SEAL AND SIGNATURE OF A FLORIDA UCENSED SURVEYOR AND MAPPER. NOV 2 4 2004 P1.M,!N!NG DEPARTMENT Clf'{ OF CLEARWATER ., ,-. ~ - " .', .':) . (-, ..J'~ :..~ . ~-,' ~ I , I ~ No. DATE REVISIONS DRN. CKD.APP KLEIN - NORTH BAY COMMUNITY CHURCH BOUNDARY, TOPOGRAPHIC AND TREE SURVEY IUTILITY NOTE: ONLY SURFACE INDICATIONS OF UNDERGROUND UTILITIES HAVE BEEN LOCATED OR SHOWN HEREON. NO EXCAVATION WAS DONE TO LOCATE OR VERIFY UNDERGROUND UTILITIES, CLEARWATER PREPARED FOR: MR. MARK KLEIN KLEIN & HEUCHAN. INC, 2040 NE. COACHMAN ROAD CLEARWATER. FlORIDA 33765 Phone: (727) 441 -1951 Fax: (727) 449-1724 LS 1762 SHEET 1 PINELLAS COUNTY 10-4-04 APPROVED BY: ~~ - ~\\ SANDY" LLOVERAS FL ENGINEER'S LICENSE No. PE 8508 FL SURVEYOR c!c MAPPER LICENSE No, FLORIDA DATE: DES.: DRN.: KB CKD.: RO SCALE: 1" = 3D' JOB No. 33284 FLOOD ZONE NOTE: THIS SITE LIES WITHIN F.E.M.A. FLOOD ZONE X ACCORDING TO FlOOD INSURANCE RATE MAP COMMUNrTY-PANEL NUMBER 12103C0087G, INDEX DATED SEPTEMBER 3, 2003. OF LLOVERAS BAUR & STEVENS ENGINEERS Phone: (727) 784-3965 29228 U.S. HIGHWAY 19 N. SURVEYORS #LB 0000208 PLANNERS Fax: (727) 784-8153 CLEARWATER, FLORIDA 33761 1 BOUNDARY, TOPOGRAPHIC AND TREE SURVEY JOB No. 33284 6' HIGH CHAIN / x_x-x-x-x-x~: FENxCE~_x_x_x1x_xl / ~-~-~-~~~~-~-~-~-~-~-~-~-~+~-~ / .// + ..... ----28--------- It:r ---/...... " // / I 4" ........---------27-------------IIRCP- -- ~ ~ /./ II ~ ,; +//~/ _--26------------------.-3~-.-'-~- '\' I, /;/ ~ 1~0 ~~/./........ ---,,-c------25- r-.., \ ,,\ ;i'. ./'))/ /~~/1 eJ ~'././ ,.........- ~_.fl-PV -----24----------:;:y\ \ \ " \ x ~~./ ~/~~ d;/./ /./ / /........-"lQ8~---------'O.F,s:_-23---"'~ ~ ~ I //> /./ #2~::';r .~ +/~ ./ / / /O,F.S. TOP EL. = 27'5~\ \ I \ ~ --r/7'/;(// ;:::::?/--:~ 1.l~4A:l. ,+~/ /./ /' .// // TOP EL. = 27.57 INV. NE, = 19,11 \ I,' /~/ ~~~/':-;;-- ~ \)J ,~'O'"/ h1f" / ./ /' /./ ( INV. E. = 20.88 SLOT INV. = 23.28 ~~........').~~ \~f 2~~:~/./ +,?7 / // \ \ DffiNTlON AREA M.E.S, -+ ~~ ~~/ I )~~ t( i/ ",L... f} // / ~ \------------ INV, = 21.91_54,,_ 36" R C J I ~~/ /~.!ff~~~/ II j'I/J IlIjllf UNPLb,TTED ~+ // // - - '-- -2.--_____2-=--~_=__=__=__=__=__=__=__=__=_-=---~3 - / ;/ '; ~/ 7- ~~~ '1.1--- /" I~rl I / I, /-', /" I / ---- - - - -25- - - - - - - - ---26-/ I rt! ........1' ~ .. ~';~~e----} I \ 'I' ~I I( /~ / I (/........ ---------------------------- / /'V / ~ 1 ~'O.Y-oo/---.,,-? \ I ) / / / I -------- / ~ ff~~?-- ~1 I ) 1,;/) ill/ /1'1 /I I I ................_---27----------------__-----==________// ,.../ l 6' HIGH META~~/~""-: '7 ~ I I Arf I~ / +,t'" I '--......... ...---____------------28-----------=-_--____29___/- ~ I RAIL FENCE - I I I f.r;a,)/; I IJ / l (-----~IB J=-,;:!:--~-"- . -----------------=-:--- ---:.."Y r-i ? -31---.." -.... " ~" / ~1J /1/ '"I + r ~ FENCE CORNER -----"--...---=-~==__==_~_~_-- GATE F I R #1762 S,89 3419 E.r (p11 /I /I~/ /,,1, / ..LY'..-....~ ~ _30- - -0 4' S 1 4' W- F.C.M. #152/j ------3~-- ---" ~ .. . \J S~903fijfffjOfl~.'Ib11 ,J + /~ ~~- _ - 23200"" . _' -FENCE 2.0'""N. _ ___ --- "" - - ~ . a ' ~ }./ j ~x.=-- - .ll;.= x-x - - . __-':=If= ~ X :ll.=-" CJr-- x32 -~ --.:::...... "-l 60.3 'I " ",''-- n Y'..... / ~-- ~ ,.,. ~ n 5,a ---,c -6"~~ ~)( - ~T NORTHWEST CORNER OF PARCEL A I " 'b ~ Iff I J -:!." ~ CHERRY ~...,,, 0 6" --o-2ff: 11" 6' HIGH CHAIN-' __-- -P--6"o ,-33--15;;-- ...o~4~-_ 6' HIGH CHAIN ~ ,,'.1.1 " \ Itl I I <'V ''/ 8 / I 27 ~ LINK FENCE ~~--- 4"0 ~21" 21" x / 0-" ....... LINK FENCE ' 15' WIDE DRAINAGE </'..., r-. \ ~ I . "I J NORTH BOUNDARYr-6--4" 14" 10'0----- _!.-- /. ,I.R. #1762 033 11'~ \J'~ 023" "\ AND UTI LIlY EASEMENT I II ~ I . 4p 1 ~INE OF PARCEL/, _-'-./........--" _/-- (~~~/~15~~6' W) 4" tND OF FENCE It PER PLAT '-. 11\) ~14"'19,,/~ ~\! ~ / ~ I /" 4~HINIA8ERRY~ 01613,,/-,.....'i' x S'./89033"10"E~ 2.4',S., 10.6',W.'C-" ~ ~--J/k" rf ~\ 1\ \ (1Ii'l}, fJl ~~ 1'1'0 I I II /( (-~~._" 0 1]" 'Y -(.{ 20" 18" ~~-- . S.~9'34'19,I'E- P~__~~; '09.;1 ~x /"/--....,, ~ f"C'1' '\ \ \\ 1/1 IT ,./;~ ~18i'0 ~ I I 08" I D4,,06 o..~ :-,," O~~_ ffi ~ 14" 18" :0 - ~ 06" F.C,M. #2~ \ ( / \ I 'l\ ~ ~ I, \ \ II (llb$~A~ (11 I 5", 5" I 01 SANDFILTER wf--~'" ~ 4" "fri ~ g-~ ~~ 7""":'" ~ 7", 6"~ ,__ 0 12" \ r t) l~./l' \ ~\\I{l)\ oil \ ~ 1m 1", I 13" 7" /MULBE~RY ONC, WALL/ ~5 016 hNLri 0..- J.s- \ I I \ r\ \ \\illU ~ ~ j 1 ~ , I I {'" / I _~~ /bON ~vi ---__... "- I ~ I (----....., \~ ~ \ \ \ \{(~ 1,\ I I \> I ~ ( ~13'// \ /.--./ /' ~o /CJ--____--- ',- '\ I ~ I I \ \,---- ~\\\\\\,\\\\ ,\{/\ - \ JI j I ,,\ I" / :~/ ~~ 7", 6"0 17" 13~19~-18''-,,~2~:' \ I \ \ \ \ \.'tt\'Co\\16'b\ 1\\ -i {1 r--- 4 8"0~5 014" I 4"2",~ ,,--;, (f) l5 --"1'---' 0-12" \ 22 \ ~ \ j ---JS \' \\\\\\\\\\'\~ t\l\ \' \ 1~' 7" I 013" \ I,~ ~,O, P ,-0,5 /023 14"0~9", 5" ~ I I I / "I \ ~ 16"~\\ \ \\\~ '\ \~) ,J\~\ I' I ) / 4~ rt,5,,: 4 /">'0 LTP (\ 010", 0 9 ~ \. r / / / //~,,~i\ ,~ \1)$;'1 ~\ \~ \1 \ ~ \\1 / ~'9/~OIRTH/PARCEJJlO" fiN~~I~S ~> -,,\ \~, r I I I '-' r...),,,\ \\ ,b ~ II ~ ~\~ ~~\ \1 \~ I /d~J 3,", 7", 6", 5" / I // tor:> t I I I ~ ~ r: ~ \'\'\~ ~J.hi~"11 )~~ ~ \ \ II' I II 7~;,"" /6< 6" / 628" PP/L : f I I I I I') tt") <D \ Y --.J~ ~ I II I \, ,\ \ I ~ I ~ / I 6 ......... P .. :H' ~= : . / J /I I I I I') tt") IX) ,;'\ ...) I I I 1\ \. II'lIl I' I / ./. ,~.. "H_'_ ,"../ CONC. ., <0 I') tt") 0 I \ I \ ~ (II'~ I / ~..r....., r- ,.-::~...,.."r- f; 17 I ..- ~ I \. \~II l_ \\ \\1 I \'-1 I ~ / I I '" }~)t:,;,~:~; ,~.tH!.":r::;: ".. ^I.. I I /1 I 1')" I \ \~ \ \. ~ '\~ ~\ \ I \ I ' / I I no ."')' :H1 '.1:'. /:, ~. P. ~~~ ~m }I.JI I I ...J II ~I\ \. \t\..1~~1' '~I\ I~ 1 ~ I I 1 15',8" / / ----- '-- ... /I/!J; 1/1 I <i. . N I'D.; \\:::--,') I \ HI \ 11 } II I ~ /115'" 8" / <----.::-.:J8...... ~!! ~~! t I I / I ~ G:J II I ~ h ) I / I ~ I 1\ \ ~l ~l I I I /:f 1/ -- ~;~ ;~: / / I / / I ~ g,:> ) : ,~ \ / ?i' lA'l1 f /) I ~ I ~ ~ / ~ (/ //1 ,.-- ,i: ..~ / / :! / / / I ~~! (./tit).g ~\ ~"I 21" 12", 10'! I / I!)) m ~;; ,I I ! II ) >-: 17 kt I \~\\\\~, {{ h~" I~ 12~,4;~5" /J 5,,~2" / I / J ASPHALT PAVEMENT \ L1J ~<: fl I I I / ~~ I ~ I I( \ ~O>\ \ ...'f.\ /Q/,} ? "-j,, /C' 015", 13" I I 7 \ ~:~ ~~; f I I I 1/11 ~ ~ /1.' 22''0 fl )...J II ~ l) ~ 7~/~~ ( \ 15'1. -1&: 4'cro r@'~:( 0") I \ I c:: m r ~ I I III :JQ. I Iff \ '/ (<i.~' y rt rr/ (i' I ://;--- -1./ ~Iij 15"- I I I / ::, ~h L I'" I II/II g lL.o ;"l' I u/I ~~,UYIII rii"t I 12"1 <h,,'j '( / /-,...--=-~_../"-o- I I \ .-- .~: r I I 1/ / , I (1 I Q.' ~ I I -t" IN IV ( \ 1 6" \ \ -q / --; ,( I I I ! ~ w... I! ) 0 ~\ \~ \ I ~ I / 1/ /"(........ /.i'--=~-=~.::-'~~--v--~~~ '" :L rl~/1 {I ~~ 71 t4 I tll- \ \, kl18l1 ~ (( /)~:~1""""t~ra: ===- -==-~-=---~" \\ \. ",.- HEADWALL ~'/ / I fill/I: f( / f (\ \ ~ III ~I ~j/ 1/ I{ tr1/::y------34~::::\l ", i ))\ ~ \",// /1 ,,0-"'---/ ( T~ ~L.3;.4~8.67 [ J/(,jl F,I.R, #1762 ry _~\l) \ ~ /ll:....~~!1/~{ 17/1 L'[H-I IJ(~.)N.89"28'15"W.(E.)-jj 1 J j 1/ "',,- 342.00' / L.........-::"""""--- , #1762 r-,--r: lJ{ \ I I I ( '-f,It ,/!HO'/' , 1/7r ';----::=0- / / .J r -=- - - 24" R.C.P..../" Ir r (\ \ !J ,~ \ I 1"/ / / 9.fJP1?"11 I d r I ~ I /~~6-.:::j_ ..-1 ') - - --....... - _.--/ Ir II 11.... I H ~ ~I I / I ~,/; 9" I I '1 fl <011 I 1,;/ -JC~-=- N ,/ I I / ~ ! ~ J, f / I ( I ( // /1 i 5~' I I / I t I, I / ~ , { II (~ - I I ~ / !III, I I:?-~} ".fA I * i : i I i 1~'5l f N /1 7; It/I r /; -?~-dl\ I -;~ ftl.f.I/ t;j Iff ~DRA~NAGE/EA~~ME' 6j8"/I,l(I//~/!I-;-~-) I I H /7 I II c It/ 30" ,..... ~ PEri p-r I / J I I I I l .I / j / If f/ / } f ( I! /~ --"- III//f/ /'1 0 ~~I "llrll~' ~lIillIJr'LI;~/ g{{ 18"fRg~____1!:-Rg___~ ft I /I ~ I~ ~~ fll'll I;' r;iJ f( // #, ,r/ I /~E.S. rrrl I / DJ.--m J I /II;' \ ~ __fri::t" [II, / I I fl/;f r I I~ ~ f 1/1 j./f ( IIV. = '33.37 I t SOUTH PARCEL GRAlt: EL. ... 38.83 n I f/ I 1....'-'-""--- h N r I II I J I I" II I' ,'/1 I ~ Ill' I N INV. W. = 35.29 - ;//17/1 -~-"\~bb a//14J( 19"f~AY~1' r~7t, 11'1 ~/)/ 1,'11 ~~~ LT -I----t-- r -- , / I I II I , I Z Ol~ r I If, J I " I &. I (I i H l l I I I \ " ~,., 7 spACES 1//// I I ~:i:: tl/I/I"'H ~~13l ~~\I /1,1\\11 //1/1 at-Iii-In J / /1/1/ 1 I I \ I 7" I M~GNOLIA \ ~. \ \ 1\ \\1 rl I \ I ,/ I I f)j \ W LA.i:.: ,7. ~ I / I I ~ ~ I I {I I I I \ \ r '\ \ \ \ I \ \ \ \ ~ I I I I Ia -r-- ~ . . !Jf:/1/ 1/1 } I I j t{ ~ I (( \ \'~ "---'\I,\.-\\~~~~.~\I\ I \: T I \ at?~~ A T I 1/1 I I I 7 ') I \ \ \" 't \ i N I J~\\ \ , ~ E s} ~ I I I j , \ ,II I ( \ / ;;0 r II 110"\ BAY[j''\..,~, '. \ll 0' 6" \ ~ ,\ \ 'l:NV: =}'. \ 33.45~ \ rlllll \ " ) R. 7 I I' \ I '-- '1/1. I 29,\ \ ,\ '- J I I I 1 1/ I \ \ ~ '\ ./ j/ / 11' I I r" I //( ~ -:-~\\ ~ to...~ I I I J \ ^' \\;~~~ '::::."___-/~""'I t14" II N / I I / l \\-.11 "2k,,) ~~ \ \ \\j::,-;;=j} )1< I N / \'\\'~:;~__-;;::<'- ~/~, ~~/ 'I I ) I ~ ~~(' 141 /!&r5" I I ) I! '-.A.-_~_j I ~" ---- '--~" I I ~ I I (.I i~J:i~ /j ~ I ~ /....... 0> I - ~"\ -- -A::: - I I \ I &11 / I / '" I / 7 I \ - ~SOUTHWEST CORNER) /!i J I I J8'.:{rj,' )/J1 :!i I' Ul'" " .t... I ,,\ OF PARCEL A~ I h I /5N ~/~ Lt:.. / 11/'-16 x 15/K.C.P. \ 5' HIGH METAL /~ 9 27'~1 4;.f 11//'0/ I /tSOJrH BOUNDARY LINE 1 _ /RAIL FE~C~ F.I.R. #1762 ( ~~..(2~ (p ~t:'fl ~-::6/1 /11 or P~CEc. A ~44/1 T ;; / -' ~ ~' ~~WAL!,....~fjN:B9.28'13"W. " 6,IHIGH I ( 5' IHIGH CH~J("j r,--- 11#' I. ;5,~-=---....,....-:.- --#~~~~'~~eJ~_ WOOD FENCE I I LINK FEf5E / \4r; . :Jt11t.'1b ?J!I:i::i9,jl~vc-~ifTBJj:r.S-'--~--.:J8-=--"'\..." 1 I II I ~ / / /><r'?&nfQ'fr/i'fl'I~&;~;,~ p;' 35 QjNV.-:::"32.84:-_,,'" "I ... I,., ~ 17'i1I'V4/111// / ~/" --- -- -- ') I II I I J D.1. I 1 ' ONC) f:J~/J AGNOU~ O.F:S:-- --34--_-=::--- ....... I I I 1 ( GRATE EL. = 34.91 ,~r~.~. II/It 1./ /TOP EL = 3768 ') 71 ), ') I I INV. E. = 33.6? \ . ~/.~~~ I ~'<~~GE if { (SE. THROAT IN\!, = J7.28 III I) / / I /J}~ 8"(, I 6' HIGH\ 1 6" pvc./. "-/~/f V A/III NE. THROAT INV. = :7,33/// / / 1/ J /' I ,WOOD FENCE lJl I I I ~?("(f- 1 I I It SW, SLOT INV, = 37.28//'ri' 1/;; /J} I \ I 5' HIGH CHAIN,J . Y 1.~/r- y, 1/. L\ lJ: \ I INV. NW. = 33.07 I~/ I'" I I ;'5'i:tOLUMN 1 I I LINK FENCE ~I(. (t ,~!'!/ X ONC. r I I \ SE. SLOT = 35.33 / / I / ~~I / I "/ // ~Ji::. /1rt';~,.,~~ /WALK ~\ ~ \ \ DffiNTION ARf~/ ~-:::- ~;8/1 ,/C I I I / / ;:-y- h I; I~ / I I \ I ./ ./ ./ :l' // I ( / I I I!>~f -/'--::;:::J~ ~ \ \ \ I ./;~'J/;/ ./;1 {/ ~~ I ~ tf.// ~Al / 1\ \ \ /./ / ///./ ,'~ I~ 't ;;}fi/~~/ / h \ <~ 'yN5;//4>/>/~ //..'0(" 1~c90 1<0 x/ j/ ~ \ '<,' ..--........ /1/'// // LP ...,,~CJ / ~ ' __-- J If 0- Q. M.E.S. '-_ __ , / INV, = 34.62 Y__~9 ~8/1 PVC 18" R,C,P:-::r -A-w=~ ;;;;"'Y ../ ' ~ .)> ''>0 ) I I I .; .D. Z <-' Vi '1 " \ \ \ \ \ \ \ m 0:: a ~ CJ Z < is W :::lE lfl lfl ~ <-' ~ 0:::- ~ CD ::> i; <> i!: /8% C / ~" ~ ~.{ m ~ // ~ C.B. // ~~ aL TOP EL .. 31.15 Z 0'1, INY. N. .. 23.91 5 I ~ INV. S. .... 24.33 =- (.) :L / ::E C) / U/ ~ \ :E -- / / / '/ / / rf /'5 // / ~ -_/ " --........ --- - '~ ~ Q. ~ \ ~ "\ (\ J \ ) t ..-..... ///////', - / ~ N / 'I W / /~ ~ g ./ \.&.WCJ /,y 0 i!= ~ ... / ~1L.1L. ...... / ::JOO .... I )-VV 0::.................. ~..-..- z~~ ;:)lflu) oWw m~~ ,II t;~~ 15lflZ &sP~ - - -t- r- I I 0 t_ ~", 14" f \ \ .T.B.M. 12 \ EL = 40 15 PARCEL A \ TURTLE) BROO~:E~ ) ~ t:' . T arv'''' '1" p. "E/9" / . Lo.v.. /" ~vr... ~, I, .U,\,' : 0 / ,.- --~ /. 1 RIM EL. == 40.15 I L/ t INV. N. · 35.19 Ii /. INY. E. '* 35.07 e SPACES INV. W. .. 35.11 / S)GNS (~ a W :::lE b I') ..- o o ( ..- / I / ~/ j''J" / ~ // ~ . / ~ J>-"-- ~ I o BASIS OF BEARINGS~~ o Z o CJ ABBREVIATION LEGEND BB CB CL or <t co CONC. C.M.P. D.B.D.1. D.1. EL. FL. FH GA GLT GV INV. IV LP LTP M.E.S. MH PB PP PP ILT R,C.P. TB TSB WM BOTTOM OF BANK CATCH BASIN CENTERLINE CLEANOUT CONCRETE CORRUGATED METAL PIPE DITCH BOTTOM DROP INLET DROP INLET ELEVATION FLOOR FIRE HYDRANT GUY ANCHOR GROUND LIGHT GATE VALVE INVERT IRRIGATION VALVE LAMP POST LIGHT POLE MITERED END SECTION MANHOLE POWER BOX POWER POLE POWER POLE w / LIGHT REINFORCED CONCRETE PIPE TOP OF BANK TRAFFIC SIGNAL BOX WATER METER SOUTHEST CORNER OF THE SOUTHWEST 1/4 OF THE I NORTHWEST 1/4 OF SECTION 21~ SURVEY LEGEND TREE LEGEND SET IRON ROD, 5i/8" FOUND IRON RODl, 5/8" FOUND CONCRETE MONUMENT, 4"x4" FOUND OPEN PIPIE, 1/2" FOUND NUMBER POINT OF BEGINNIING POINT OF COMMEINCEMENT OFFICIAL RECORDS PLAT BOOK CALCULATED MEASURED PLAT S.I.R, F.I.R. F.C.M. F.O.P. FND, #/No. P.O.B. P.O.C. O.R. P.B. !C) M) p) SYMBOL DESCRIPTION o OAK ~ CAMPHOR o CYPRESS * CITRUS o OTHER AS NOTED SIZES AS SHOWN NOTE: ONLY TREES 4" D.8.H. OR LARGER HAVE BEEN LOCATED AND SHOWN. BENCH MARK NOTE: ELEVATIONS SHOWN ARE BASED ON COUNlY BENCH MARK No. 983 "DUNEDIN H", EL. = 58,173, NATIONAL GEODETIC VERTICAL DATUM-1929, UNADJUSTED. = N 0' 15' 30' Il-'I............ SCALE IN FEET ---tL TEMPORARY BENCH MARK '1 -cpr EL. = 29.30 TOP OF CATCH BASIN LOCATED ALONG McMULLEN BOOTH ROAD EAST OF THE NORTHEAST PROPERlY CORNER ---tL TEM~RARY BENCH MARK '2 -cpr EL. - 40.15 RIM OF MANHOLE LOCATED SOUTH OF THE SUBJECT PROPERlY APPROXIMATELY 123' EAST OF THE SOUTHWEST PROPERTY CORNER SECTION 21, TOWNSHIP 28 SOUTH, RANGE 1 6 EAST 60' I N CU MAlNST --DUNEDIN CLEARWATER :J"~ tBCU; Vicinity Map Not To Scale DESCRIPTION: SOUTH PARCEL: A portion of Parcel A, Turtle Brooke, according to the map or plat thereof recorded in Plat Book 97, Pages 96 and 97 of the Public Records of Pinellas County, Florida, being more particularly described as follows: Commence at the southeast comer of the southwest 1/4 of the northwest 1/4 of Section 21, Township 28 South, Range 16 East, Pinellas County, Florida, and go N.00"02' 44"W., along the east line of the southwest 1 /4 of the northwest 1/4 of said Section 21, 1 ,001.30 feet to the north boundary line of the south 1/2 of the northeast 1/4 of the southwest 1/4 of the northwest 1/4; thence N,89'28' 13"W., along said north boundary line, 100,00 feet to the west right-of-way line of McMullen Booth Rood (County Road No. 611) for a Point of Beginning; thence continue N,89"28'13"W., along the south boundary line of the aforementioned Parcel A, 342.00 feet to the southwest corner of said Parcel A; thence N.00'02'44"W" along the west boundary line of said Parcel A, 147.00 feet; thence S.89"28' 13" E" 342.00 feet to the aforementioned west right-of-way line of McMullen Booth Road; thence S.00"02'44"E., along said west right-of-way line, 147.00 feet to the Point of Beginning. Containing 1.154 acres more or less. AND NORTH PARCEL: A portion of Parcel A, Turtle Brooke, according to the map or plat thereof recorded in Plat Book 97, Pages 96 and 97 of the Public Records of Pinellas County, Florida, being more particularly described as follows: Commence at the southeast comer of the southwest 1/4 of the northwest 1/4 of Section 21, Township 28 South, Range 16 East, Pinellas County, Florida, and go N.00"02' 44"W., along the east line of the southwest 1 /4 of the northwest 1/4 of said Section 21, 1,001.30 feet to the north boundary line of the south 1/2 of the northeast 1 14 of the southwest 1 14 of the northwest 1 14; thence N.89'28' 13"W., along said north boundary line, 100.00 feet to the west right-of-way line of McMullen Booth Road (County Road No. 611) thence N.00'02'44"W" along said west right-of-way line 147.00 feet for a Point of Beginning; thence N.89"28' 13"W., 342.00 feet to the west boundary line of said Parcel A; thence N,OO"02'44"W., along the west boundary line of said Parcel A, 186.17 feet to the 40 acre line of said Section 21; thence S.89" 33'10" E., along the aforementioned 40 acre line, 232.00 feet; thence S.00"02'44"E., 25.00 feet; thence S.89'33'10"E., 110.00 feet to the aforementioned west right-of-way line of McMullen Booth Road; thence S.00"02'44"E., 161.66 feet to the Point of Beginning. Containing 1.401 acres more or less. THE ABOVE PROPERlY BEING ALSO DESCRIBED ~ FOLLOWS: A portion of Parcel "A", TURTLE BROOKE, according to the map or plat thereof recorded in Plat Book 97, Pages 96 and 97 of the Public Records of Pinellas County, Florida, being more particularly described as follows: Commence at the southeast corner of the southwest 1/4 of the northwest 1/4 of Section 21, Township 28 South, Range 16 East, Pinellas County, Florida, and run N.00"02'44"W., along the east boundary line of the southwest 1/4 of the northwest 1/4 of said Section 21, 1001,30 feet to the north boundary line of the south 1/2 of the northeast 1/4 of the southwest 1 14 of the northwest 1 14 of said Section 21; thence, leaving the east boundary line of the southwest 1 14 of the northwest 1 14 of said Section 21, N.89"28'13"W" along said north boundary line, 100.00 teet to the west right-ot-way line of McMullen Booth Road (County Road No. 611) for a Point of Beginning; thence continue N.89"28' 13"W" along the south boundary line of the aforementioned Parcel "A", 342.00 feet to the southwest corner of said Parcel "A"; thence, leaving said south boundary line, N.00"02' 44"W., along the west boundary line ot said Parcel "A", 333.17 teet to the northwest corner of said Parcel "A"; thence, leaving said west boundary line, S.89"33' 1 O"E., along said north boundary line of Parcel "A", also being the 40 acre line of said Section 21, 232.00 teet; thence, leaving said 40 acre line, S.00"02'44"E" 25.00 feet; thence S.89" 33' 1 0" E., 110,00 feet to the aforementioned west right-of-way line of McMullen Booth Road; thence S.00"02' 44" E., along said west right-ot-way line, 308.66 feet to the Point of Beginning. Containing 2.555 acres more or less. OR\G\NAL T1TLE COMMITMENT NOlE: THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE COMMITMENT. , '~..:~ ~,~ SURVEYOR'S CERTIFICATE: I HEREBY CERTJFY TI-lt\l: ,^-1 ~.IWE'(, OF THE PROPERTY DESCRIBED HEREON WAS PERFORMED UND~~,l,MY'SUP~~q~SION ON SEPTEMBER 30. 2004, AND THAT IT COMPLIES' WITH. ~ER. ~lG"I-7 - 6, FAC. THE PROPERlY ,CQN'r~,NS' IMPROVEM~*s.. AS SHOWN HEREON. THERE ARE NO VISIBLE EN?;ROA~~ENTSuJ:XC~PT AS 'SHOWN. , ,:' .:~';' .~ !- IL 9.:.'. ~',~: ~ .:'. 0 r:'.- '0 "",,'_ ". ','. 'J.. '~',') " I . i"- '~? .......1 .. .. ~ .' t, :' . "SANDY" LLOVEAAS'.' " , , ,. ,,' FLORIDA PROFESSIONAL SlJRVEYO~, ,AN8\~~APPER No. LS 1762 THIS SURVEY IS NOT VALID W1THOIJt ''tHE: ORIGINAL RAISED SEAL AND SIGNATURE OF A FlORID\ U~plSED, SIJMYOR AND t.lAPPER. ,.<;: ":j 'i :..,t. FFkl 4 2005 .' ~... 1 ''', ~" No. DATE REVISIONS DRN. CKD.APP KLEIN - NORTH BAY COMMUNITY CHURCH BOUNDARY, TOPOGRAPHIC AND TREE SURVEY UTlUTY NOlE: ONLY SURFACE INDICATIONS OF UNDERGROUND UTILITIES HAVE BEEN LOCATED OR SHOWN HEREON. NO EXCAVATION WAS DONE TO LOCATE OR VERIFY UNDERGROUND UTIUTIES. CLEARWATER PREPARED FOR: MR. MARK KLEIN KLEIN &: HEUCHAN. INC. 2040 NE. COACHMAN ROAD CLEARWATER, FLORIDA 33765 Phone: (727) 441 -1951 Fax: (727) 449-1724 1762 SH EET 1 OF PINELLAS COUNlY 10-4-04 APPROVED BY: ~ - ~\\ SANDY /I LLOVERAS FL ENGINEER'S LICENSE No. PE 8508 FL SURVEYOR &: MAPPER LICENSE No. LS FLORIDA DATE: DES,: DRN.: KB CKD.: RO SCALE: 1" = 30' JOB No. 33284 FlOOD ZONE NOTE: THIS SITE UES WITHIN F.E.M.A, FLOOD ZONE X ACCORDING TO FLOOD INSURANCE RATE MAP COMMUNITY-PANEL NUMiBER 12103C0087G, INDEX DATED SEPTEMBER 3, 2003. PLANNERS Fax: (727) 784-8153 CLEARWATER, FLORIDA 33761 LLOVERAS BAUR & STEVENS ENGINEERS Phone: (727) 784-3965 29228 U.S. HIGHWAY 19 N. SURVEYORS #LB 0000208 1 BOUNDARY, TOPOGRAPHIC AND TREE SURVEY JOB No. 33284 N ~~ Il~ 30' 60' I 0' 15' ~ SCALE IN FEET ? ~ SITE MAP SCALE: 1" = 30' ~Or "fT~.lmR~~.Jr:rJ];I ~ "-II &' ".I!. . '=" E. ~ . , - .-r~~llr~ ~ I:. ~I:. Jr.IJr~ ~~.I!..eiI.I!A . ~~ .M ~M ....J .... " ...1flII SECTION 21, TOWNSHIP 28 SOUTH, RANGE 16 EAST PINELLAS COUNTY CONSTRUCTION NOTES: (THIS APPLIES TO ALL WORK WITHIN PINELLAS COUNTY MAINTAINED RIGHTS-OF-WAY) 1. ALL PROPOSED WORK MUST COMPLY WITH F.D.O.T. INDEX No. 700 (2004 EDITION). 2. ALL RIGHT-OF-WAY INSTALLATIONS WILL COMPLY WITH THE STATE OF FLORIDA UTILITIES ACCOMMODATIONS GUIDE. II II 1\ ,1 II II 1\ A II \ II II ---~ [! \ \ II I \ II II II \ 1 II ~ 1 II II II I II I " I II /I I II I II II II II II ~ I II II II I II I II I II ~ I II I II I 11 I II II II tl:)) '---.-/ 3. ALL PROPOSED DESIGN AND CONSTRUCTION MUST COMPLY WITH PINELLAS COUNTY SUBDIVISION REGULATIONS AND MINIMUM TESTING FREQUENCY REQUIREMENTS. 4. SIGNS AND BARRICADES SHALL BE IN ACCORDANCE WITH THE U.S. DEPARTMENT OF TRANSPORTATION'S "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES" AND THE FLORIDA DEPARTMENT OF TRANSPORTATION'S "ROADWAY AND TRAFFIC DESIGN STANDARDS" INDEXES 600 TROUGH 665 (LATEST EDITIONS). 5. ANY DISTURBED SIDEWALK SHALL BE RECONSTRUCTED WITHIN THREE (3) DAYS AFTER REMOVAL AND SAFE PEDESTRIAN TRAFFIC IS TO BE MAINTAINED AT ALL TIMES. WHEN EXISTING SIDEWALK IS REMOVED, IT SHALL BE REMOVED TO THE NEAREST EXPANSION JOINT. 6. DISTURBED AREA WITHIN PUBLIC RIGHT-OF-WAY SHALL BE COMPACTED TO 1 00% OF MAXIMUM DENSITY AND SODDED. 7. ALL BACKFILL OVER ANY PIPE (STORM SEWER, WATER LINE, SANITARY SEWER, ETC.) THAT IS TO BE INSTAlLED UNDER ROADWAYS OR WITHIN AN EMBANKMENT OF A ROADWAY SHALL BE COMPACTED PER THE FLORIDA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SECTION 125.8.3, 1991 EDITION (OR LATEST EDITION). THIS PARTICULAR SECTION SPECIFIES COMPACTION TO 100% OF MAXIMUM DENSITY AS DETERMINED BY MSHTO T-99. 8. ALL WORK SHALL COMPLY WITH THE STATE .oF FLORIDA TRENCH SAFETY MEASURES. 9. THE REQUIRED ROADWAY SHOULDER IS 8' FROM THE FACE OF CURB OR EDGE OF PAVEMENT FOR RURAL ROAD SECTIONS WITH A MAXIMUM SLOPE OF *" PER LINEAR FOOT. 1 0, THE DRIVEWAY SHOULDER IS 6' FROM ANY EDGE WITH A MAXIMUM SLOPE OF *" PER LINEAR FOOT. 11, A CONSTRUCTION COST ESTIMATE FOR ALL WORK WITHIN PUBLIC RIGHT- OF-WAY IS REQUIRED. THIS COST ESTIMATE MUST BE SIGNED AND SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER. 12. A COMPLETION BOND OR IRREVOCABLE LETTER OF CREDIT WILL BE REQUIRED FOR ALL WORK TO BE PERFORMED WITHIN THE RIGHT-OF-WAY. A 1 ~ YEAR MAINTENANCE BOND WILL BE REQUIRED. 13. ALL MANHOLE AND INLET ACCESS COVERS MtUST BE CONSTRUCTED PER "SUPPLEMENTARY DETAILS FOR MANHOLES AIND INLETS", FLORIDA DEPARTMENT OF TRANSPORTATION DESIGN STANDARDS INDEX 201, LATEST EDITION AND THE PINELLAS COUNTY SEWER SYSTEM STANDARD TECHNICAL SPECIFICATIONS. ,.,'" X-X-X-X-X-X-X-X-X-X-X_x-x-><ll ~ ~-~-~-~-~-~-~-~-~-~-~-~-~-~-~-~ ,;' +/ , /" +~ ~, ~I /~ ! +~;.i' \ I ~/--- ,f/ UNPL.~,TTED /.+~/ 1~ )( -..-__..,..J ..J-.......J-..... /' +~~ EXISTING ~ \ \ ..J-- -"'\., I /7 DETENTION 'I I ~ .......J- - _..< -1-;(:..' I t +~/ AREA ~ I I L } I ..Y' "A..Y' l) \ / .// ,)( r, "\ I "T" "A "..Y'..... (i f / +~~ ~ III I L J) "T A"~ /T r ~ I l ~ , ~ I I f / / ~.....A" /r'/T ) J t," / S.00003'53"E. (p) 1 ~ I I "'-.......A..,,/ / / T I I f ( 4 S.00002' 44/1 E.(M) I I //r":........., f / 1/ ~ +/~I _.J-_.J'--....I'-_...A.._...A.._...A..-...A....-...A..-...A....-...A....,L~ _~5:~0~...A...._...A...._...A...._...A....____.J'-/C;~TE~: ~ -- -- /' ~~9~34'19"E. (P~ r / '/' _J-_J--J- x I I - - -.rr-2:3~ ~ -"t.. I' ~--':-r~ . ,.., -.;f ' ,.23~.OO'-'-"--'-)' '----=-'~'-'-'~Xlsn~G 6' ~'GH ,~: r- .- - ~---=., \ I rl L / I I ; CHAIN LINK FENCE I I L r f I f ~ ~ -------- I f) 11 II r ~ I ~ · ----, i~ S,89033'1 O/lE.(M) 110.00' 1 I ,I r L I [ , II. S 89oj'4'19"E 'P\..r-Hi=' - - -, I II /~.........----........\ ~ ~ / r i " I r, 11 -.:. - -'~ - - - - - - II I II ~ '~~ I ~ t i l ~ 1 L = J I I I II ~ t I r '\ r ~ 1 I II I ~,,\ 'f I I I - - II r \, \, ~ 0111 I I 1 ~ Iio I II I ," ~ " \ J -' _ ~ I / I' r <L~I \ ~ \ \ \ I . fI "~~< J r I / II -- -- I P") t'") , ~ '\. \ .. I I " - r II ) P") t'") \ \ ~ (, ~ (----BUILDING - I II I \ ~, \ r I.. 1 I ~ r - - - - - - ,-- - - - - - 1J _ _ _ II ) \ 'r I I ~ ~ I - -- I II --..... II / I / ~ ~ r ~ I L__ _ ( - - - - - l ~XISTING 3' HIGH I I I "'\ I' / I / I I r ~ .. r I \ CONC. WALL I I ~ I / I I t I ~ I. I: I II I II I I f 1 \ I ..:. PROPOSED II f f I \ 't ~~ ~ I I 2 STORY MEDICAL ::c~ II I II I I f 1 ~ \ 1 OFFICE I W II , II I I l I i" ..I I I I I )1 I , { j I \ I ) , I ! I 1/ I 0 r fl i, I r I I ~ /~__-\ ' II I I <0"""'" ~; I -t - L;- If_(S~N.89028'15"w.(E.l) - I- - 342.00' _;;i?/- t'\\-~.H;' I // I := , f? I' r / I I I _ 0 '\, I /' (k:(()~ r g Iii / / t I ;=-~ - -- - ~ - I - ~ - - ,... ,\\ -- . . ~ -- ~ / I :c 0 I r;: {r, / j I I ,. !>'l - ~ - q~ - - I I b Z: I I l I' I' t ~ &. &. ~ &. ~~ &. 1.1 ) I \J: 0 ~ 1 '1 t w l Ci:' ~. I ,I t 1 ~~=~~ .0 " ""'~ ~ ~ ~ V I //}: I : m ~ ~ l I .......~I 1 f f i ,II. :; ~ I I I Z I r 1 ~~ r /, I ~II ''\ - - - - - I I I W ~ 0:: ; '" ~::tl It / / j JII ~ :0 ~ _ \ J I I L =-- I :::f Z b l 1 1/1 C'" ="'" --- ((\ ---- . ~ ::::> :::> 0 / ~g r : / 1 6ii~~5~~ Fi l 111 - --7 -/ /t; I N ~ ~ N I / ;-2.1 t l t \ AREA ~ . I I L -:::: - ~ ih: - f I / ~:. \ n::E ~ 1 I ~ / \ 'r \ JII 1 _ _ _ _ _ _ _ _ _ - ~ -1 (( 11 ,0---<] \ '\ II ((:- \ } I l \, '~, ~ 111 1 ~ ,,\ , I II I r "' \. 1 "" ~ f I I ; .... ~ \ \ " ill {5 \ '\ II II I ~ (, ~ 1 \ ~'I I ==- ~ ~ vi \ '\ II 11 II \ / f I I ~'\ ~ # "\ "\ !I II I " / I, / f l '....._~-~ -11 I - - - '\ / r MONUMENT : I i I ) 'II I : I: :; II l \, I ~ :: :: : / ( I : j --JI. II : I II I · .. - -; -/ / - - _~-./N.89.28'13"W.(M)- 4-T - - - - -:. -= ==-I~~lj~'J; ~~2.-;;-l5" \ .:. - \, I II :1 : i I / I .T/ (~ /' / ( ; \ 'i I I ~ \1 II II II I ) + ~ '1!JJJ~1!ll / i r' IEXI~TING NORTH BAY COMMUNITY CHURCH I ;\ ~ I'll :: II: : I " +/'" j // T\ \ ~ J/ 0 \ I EXISTING I I I ~ 1\ II II I II I -v- I I I \' I J/ \ I I o~fsg~~~Y I / I Il (}-{) II II II I /' r-~</ ~ ~JlmlbN AREA / ~ I I BUILDING 1),1 ? ~ - -, II I: II I " ,// ~ ,/ ~ V I / :" J II II II /, \ C\ / II\J V I # I , \....._~~_~jr' U I # I.' 1~~' I ,Iii 14. DO NOT DISTURB EXISTING UNDERDRAIN OR STORM SYSTEMS. IF FILTRATION BED IS DISTURBED, CONTACT THE INSPECTOR WITH THE PINELLAS COUNTY' HIGHWAY DEPARTMENT AT 464-8900 FOR ASSISTANCE. 15. TYPE OF SOD USED TO RESTORE OWNER MAINTAINED AREA IN THE RIGHT 01' WAY SHALL BE COORDINATED WITH THE OWN ER. 16. NO STOCKPILING OF MATERIAL IN ROADWAY OR ON SIDEWALK; ALL DIRT AND DEBRIS WILL BE REMOVED FROM JOB SITE DAILY. ROADS AND SIDEWAlK F) BE SWEPT DAILY AS PART OF DAILY CLEAN-UP. 17. ANY PORTION OF THE ROADWAY THAT SUSTAINS EXCESSIVE CONSTRUCTION RELATED DAMAGE, IN THE OPINION OF PINELLAS COUNTY HIGHWAY DEPARTMENT, SHALL BE REPAIRED AT CONTRACTOR EXPENSE IN A MANNER SPECIFIED BY PINELLAS COUNTY HIGHWAY DEPARTMENT. GENERAL NOTES: 1. ALL ELEVATIONS SHOWN ARE BASED ON N.G.V. DATUM. CONTOUR INTERVAL = ONE FOOT. 2. ALL DIMENSIONS SHOWN ARE APPROXIMATE, SUBJECT TO FIELD SURVEY. 3. ALL EXISTING UTILITY LOCATIONS ARE APPROXIMATE, TAKEN FROM ATLAS SHEETS "AS-BUILT" PLANS AND FIELD INFORMATION. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. 4. ALL EXISTING UTILITIES SHALL BE LOCATED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 5. THE CONTRACTOR SHALL NOTIFY ALL AFFECTEID UTILITY COMPANIES, BOTH PUBLIC AND PRIVATE, 48 HOURS PRIOR TO COMMENCING CONSTRUCTION SO THEY MAY STAKE THE EXACT LOCATION OF ANY AND ALL FACILITIES THEY MAY HAVE AFFECTING COINSTRUCTION. 6. THIS SITE LIES WITHIN THE CITY OF CLEARWATER SANITARY SEWER SERVICE AREA, 7. THIS SITE LIES WITHIN THE PINELLAS COUNTY UTILITIES WATER SERVICE AREA. 8. ALL STRIPING, PAVEMENT MARKINGS, SIGNAGE AND TRAFFIC CONTROL DEVICES SHALL CONFORM TO F.D.O.T. STANDARD INDEXES - LATEST EDITION AND FAC. 14-110. 9. A PINELLAS COUNTY RIGHT-OF-WAY PERMIT/UTILITIES LICENSE IS REQUIRED FOR ALL WORK WITHIN PINELLAS COUNTY RIGHT-OF-WAY, 10. ALL HANDICAP SPACES MUST BE CONSTRUCTED IN ACCORDANCE WITH THE "AMERICANS WITH DISABILITIES ACT," THE CrrY OF CLEARWATER REQUIREMENTS AND THE FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION. 11. AT ALL INTERSECTIONS OF SIDEWALKS AND PAVED AREAS A RAMP SHALL BE CONSTRUCTED IN ACCORDANCE WITH F.D.O,.T. INDEX No. 304 AND THE FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION. DEMOLITION NOTE: ALL REMOVAL OF EXISTING PAVEMENTS, STRUCTURES, UTILITIES, ETC. IS BY OTHERS AND IS NOT INCLUDED HEREIN. ANY DELETERIOUS MATERIAL WITHIN BUILDING OR PAVED AREAS SHALL BE REMOVED AS DIRECTED BY THE SITE GEOTECHNICAL ENGINEER. ,,~ N _CURtLW on \ ~ I! l.o,,~= ~ ~ r-.- -""17~ . L" ~ ... ST 1\ .- ~V ~) -00,"', ~~ f ~RPRISL~ RD ~ 9 ~ SUNSET PT RO . UAIN Sf j SAFElY IWl8OR- ( CLEARWATER /~ Vicinity Map Not To Scale ~ It ~ SITE Pl.AN APPROVED CASE # FLO u "4-- (1,..() ~ 3 CASE TYPE -=_ . ORC DATE J /1- 7/0 s ~ COB DATE L () SIGNATURE . - n-' ~4l6i., DATE ;/ ~ oS , DESCRIPTION: L...J :7~ m~ A portion of Pa reel "A", TURTLE BROOKE, according to the map or plat thereof recorded in Plat Book 97, Pages 96 and 97 of the Public records of Pinellas County, Florida, being more particularly described as follows: Commence a the southeast comer of the southwest 1/4 of the northwest 1/4 of Section 21 , Township 28 South, Range 16 East, Pinellas County, Florida, and run N.00"02'44"W., along the east boundary line of the southwest 1/4 of the northwest 1/4 of said Section 21, 1001.30 feet to the north boundary line of the south 1/2 of the northeast 1/4 of the southwest 1/4 of the northwest 1/4 of said Section 21; thence, leaving the east boundary line of the southwest 1/4 of the northwest 1/4 of said Section 21, N.89028'13"W" along said north boundary line, 100.00 feet to the west right-of-way line of McMullen Booth Road (County Road No. 611) for a Point of Beginning; thence continue N,89028'13"W., along the south boundary line of the aforementioned Parcel "A", 342,00 feet to the southwest corner of said Parcel "A"; thence, leaving said south boundary line, N.00"02'44"W., along the west boundary line of said Parcel "A", 333.17 feet to the northwest corner of said Parcel "A"; thence, leaving said west boundary line, S.89033' 1 O"E., along said north boundary line of Parcel "A", also being the 40 acre line of said Section 21, 232.00 feet; thence, leaving said 40 acre line, S.00002'44" E., 25.00 feet; thence S.89033'10"E., 110.00 feet to the aforementioned west right-of-way line of McMullen Booth Road; thence S.00002'44" E., along said west right-of-way line, 308.66 feet to the Point of Beginning. Containing 2.555 acres more or less. A. DETENTION AREA WATER 8,721 S.F. 0.20 Ac. 7.84% SURFACE B. GRASS AND LANDSCAPE 69,707 S.F. 1.60 Ac. 62.64% AREAS 3. TOTAL 111,273 S.F. 2.55 k. 100.00X USE 1. IMPERVIOUS AREAS A. BUILDING FOOTPRINT AREA B. WALKS, STOOPS, DECKS C. PAVEMENT 2. OPEN SPACE DRIVEWAY PERMIT NOTE: A PINELLAS COUNTY' DRIVEWAY PERMIT AND/OR UTILITIES LICENSE IS REQUIRED FOR ALL WORK WITHIN PINELlAS COUNTY RIGHT-OF-WAY OR EASEMENT. EXISTING UTILITY NOTE: ONLY SURFACE INDICATIONS OF UNDERGROUND UTILITIES HAVE BEEN LOCATED OR SHOWN HEREON. NO EXCAVATION WAS DONE TO LOCATE OR VERIFY UNDERGROUND UTILITIES, BENCH MARK NOTE: ELEVATIONS SHOWN ARE BASED ON COUNTY BENCH MARK No. 983 "DUNEDIN H", EL. = 58.173, NATIONAl GEODETIC VERTICAL DATUM-1929, UNADJUSTED. FLOOD ZONE NOTE: THIS SITE LIES WITHIN F.E.MA FLOOD ZONE X ACCORDING TO FLOOD INSURANCE RATE MAP COMMUNrrY-PANEL NUMBER 12103C0087G, INDEX DATED SEPTEMBER 3, 2003, PARKING LOT LIGHTING NOTE: PARKING LOT LIGHTS SHALL BE PROVIDED BY PROGRESS ENERGY CORPORATION AND SHALL COMPLY WITH CrrY OF CLEARWATER REQUIREMENTS. ORIGtNAL ~ TEMPORARY BENCH MARK '1 T EL. = 29.30 TOP OF CATCH BASIN LOCATED ALONG McMULLEN BOOTH ROAD EAST OF THE NORTHEAST PROPERTY CORNER ~ TEM~RARY BENCH MARK 12 T EL. - 40,15 RIM OF MANHOLE LOCATED SOUTH OF THE SUBJECT PROPERTY APPROXIMATELY 123' EAST OF THE SOUTHWEST PROPERTY CORNER WATER INSTALLATION NOTES: 1. ALL WATER MAINS AND APPURTENANCES SHALL MEET PINELLAS COUNlY REQUIREMENTS. 2. UNDERGROUND WATER MAINS AND HYDRANTS SHALL BE INSTALLED, COMPLETED AND IN SERVICE AS PER NFPA 241 PRIOR TO BUILDING CONSTRUCTION. DUMPSTER NOTE: DUMPSTER ENCLOSURE SHALL BE OF SIMILAR MATERIAL AND COLOR AS BUILDING, UTILITY NOTE: ALL ON-SITE UTILITIES, INCLUDING ELECTRIC AND COMMUNICATION LINES, SHALL BE UNDERGROUND. NOTE: ALL UNUSED DRIVEWAY APRONS SHALL BE REMOVED PER PINELLAS COUNTY REQUIREMENTS. TABULATION OF NOTES AREA - EXISTING AREA - PROPOSED S.F. 32,845 S.F. % OF Ac. TOTAL 0.75 k. 29,52X 1.38 k. Ac. % OF TOTAL 53.91 X 13.17% S.F. 59,991 S.F. 14,654 S.F. 1,021 S.F. 0.02 Ac. 0.92% 0.34 Ac. 3,318 S.F. 0.08 Ac, 2.98% 1,684 S.F. 0.04 Ac. 1.51% 28,506 S.F. 0.65 Ac. 25,62% 43,653 S.F. 1.00 Ac. 39.23% 78,428 S.F. 1.80 k. 70.48X 51,282 S.F. 14,044 S.F. 1.17 k. 46.09X 0.32 Ac. 12,62% 37,238 S.F. 0.85 Ac. 33.47% 111,273 S.F. 2.55 k. 100.00X ZONING COMPLIANCE NOTES: 1. EXISTING AND PROPOSED ZONING = "I" (INSTITUTIONAL DISTRICT) 2. EXISTING AND PROPOSED LAND USE PLAN DESIGNATION = INSTITUTIONAL 3. TOTAL SITE AREA = 111,273 S.F., 2.55 Ac. 4. EXISTING BUILDING GROUND COVERAGE = 1,021 S.F., 0.02 Ac. 5. BUILDING GROUND COVERAGE = 8,162 S.F., 0.19 Ac. 6. TOTAL PROPOSED BUILDING FLOOR AREA = 20,481 S.F. 7. ALLOWABLE FLOOR AREA RATIO = 0.65 8. PROPOSED FLOOR AREA RATIO = 0.18 ORIG!i ~, I \ L 9. ALLOWABLE IMPERVIOUS SURFACE RATIO = 0.85 10. PROPOSED IMPERVIOUS SURFACE RATIO = 0.54 11. PROPOSED BUILDING HEIGHT = 30 FEET 12. REQUIRED SETBACKS: FRONT 15' - 25' SIDE 10' REAR 20' 13. PARKING REQUIREMENTS: 5 SPACES PER 1000 S.F. BASED ON A LEVEL ONE FLEXIBLE STANDARD FFB 1 4 20 TOTAL GROSS FLOOR AREA = 20,481 S.F. 20,481 S.F. x 5 SPACES / 1,000 S.F. = 103 SPACES REQUIRED 101 SPACES AVAILABLE, OF WHICH 6 ARE HANDICAP ACCESSIBLE (104 SPACES WERE PLANNED AND 3 WERE ELIMINATED TO SAVE TREES IN ACCORDANCE WITH CITY REQUIREMENTS) 2 2/2/05 PER PINELLAS COUNTY AND CITY OF CLEArWATER REQUIREMENTS 1 12/9/04 PER CITY OF CLEARWATER REQUIREMENTS No. DATE REVISIONS WTS .. 1_ CMM .. l_ ORN. CKO,APP COUNTRYSIDE WEST MEDICAL CUNIC COVER SHEET CLEARWATER PREPARED FOR: CWMC PARTNERSHIP, L.L.C. MR. MARK KLEIN, MANAGING PARTNER 2040 N.E. COACHMAN ROAD CLEARWATER, FLORIDA 33765 Phone: (727) 441-1951 PINELlAS COUNTY' DATE: NOV. 23, 2004 APPROVED BY: DES.: T.G. Radcliffe DRN.: DNe CKD.: .. SCALE: 1" = 30' JOB No.: 33284 FLORIDA S.~ERAS - FL ENGINEER'S LICENSE tJo. PE 8508 FL SURVEYOR & MAPPER LICENSE No. LS 1762 SHEET ~\ LLOVERAS, BAUR & STEVENS 1 OF Phone: (727) 784-3965 29228 U.S. HIGHWAY 19 N, CONSTRUCTION PLANS ENGINEERS . 1 INDEX OF DRAWINGS SHEET No. DESCRIPTION 1. ----------- COVER SHEET 2. ----------- EXISTING CONDITIONS PLAN 3. ----------- LAYOUT AND EROSION CONTROL PLAN 4. ----------- PAVING AND DRAINAGE PLAN 5, ----------- WATER AND SANITARY SEWER PLAN 6. ----------- MAINTENANCE OF TRAFFIC PLAN 7. ----------- DETENTION AREA PLAN AND DETAILS 8. ----------- PAVING AND DRAINAGE DETAILS 9. ----------- WATER AND SANITARY SEWER DETAILS 10. ----------- SITE CONSTRUCTION SPECIFICATIONS - SURVEYORS HLB 0000208 - PLANNERS Fax: (727) 784-8153 CLEARWATER, FLORIDA 33761 10 JOB No. 33284 N 0' 1 5' 30' !l-l.......... SCALE I N FEET EXISTING :/0"1-1 OR :,8.1 "I- / 24- .--" ----- 25- - ~ ASPHALT CURB "D.1. - -f"1- -<lDe- J}- J'.1- - J B. ~ C.B. D.I. . J LATERAl - -()- -<lSe- - -~7 l.l.H.-A' W'fE c.o. - - - * -We- -W- -- F.H. .~.v. - - - - --:]FMe - - - - - - - - --<]SIDe - - - - ~ SECTION 21, TOWNSHIP 28 SOUTH, RANGE 16 EAST 60' I II I II I II I II I II I II I II I II I I ~I~- I I _J EXISTING 6' HIGH II \ \ /-" ,,_,,_,,_,,_)(~:IN L1N"K FEN)(CE~_)(_)(._"~)(_)(l :: \ \ ",1'/ / & - -v- - -.r - -.r ---..-...::v- -= "'::'C -=- -or - -or - -v- - -or =- -or - ~ ~ -:'C. -..:::or - ~ . II I \ +,. -, --28- - - ___ / ' /~~ / // +~ / : :: -26- -=- -=- -=- -27=- -=- -=- -=- -=- -=- -=- -=- -=- -=- -=- =- -=- -=- ~<)":: " ~, ~I II I \ "l'/ '/j /or ~ --:;..t'/ / -- ~VC- -- - -- -- -25--- -, ~ ~ I, \ \ '\ I I XISTING D.B.D.1. I \ / /:J..o ~ /1 +~'> ./ / -r....--= - - - - - -24- - - - -, - - - M \ \" , RATE EL. = 25.94 \ /j / /' / ///r.".//f UNPLlI. TTED /1/ / /./ /' / / r-::IQI::- - ~- - - ~ - - -23- 'EXISTING O.F.S.~ ~ \ ~ ~~ " NV. SE. = 21.91 \ /-1/ / ~7.?::( ~/ +/ '/ '/ / /./ EXISTING ..9.F.S. TOP EL. =:. 27.59 "\ I \ i I [NV. W. : 21.90 1\ ~-;>r/J.-//d~---....~' r7. #/.//' / '/ TOPEL.-27,57 EXISTING INV.NE.-19.11 \\1_1 I \ \ IINV.E.-21.97 II ,.:')0 / ///; -":::: ~___,. -- ~ I '/ / ,/;7/ / / / I INV, E. = 20.88 DETENTION SLOT INV. = 23.28 F....... I ' ,,1 " \ \ h " '].9--' ~~/~~~/~~~~ 2oV-<<{~~'/> +~// / ./ /' \ \ AREA EXISTING M.E.Y-b:./- J- ~5~ X31?~De- it \ r - t<(30 De- - ~ II --' '----?'Z?Af~ ""~~ 'JI},; T~ / / /_ // / /( \.. --- - - _ _ _ INV. = 21.9~ __1 Tn ),)(" ,\ \ J"' I cb III ~r fiJj~ / / I ill' /#1 r,j If ./+/>/ // - ~ - - -24- - - - - -2.3-=-.--=-__-_-_-_-_- -=- -=- _ ~~ ~I/ // / \ 11 ~ r\ \~ /rV) ) I J II~ ~~ ~~%~:...~ I Ir.H jrf/'i'/, /-~ /~t'1 /.------- - - - -25- - - - =-=-=-=-__---26- I:J..</ ./j~1 I,,~, I I) I 111\ ?/ -4~// ---.--- (I ~I I II f:J..~ I 1/ - - - - - - - - - - - - -- - - - - ,- - - -.-/ / / 1 11 I ~ '-- V '/ ( ~if::i -::;,.9:- -< I \ Ilfl/1! / I / '// L / / / _ - - -27- - - - - - - - - - - '- - - - - -S.00003'53"E. (p) -" '/ / ..I~ I \ '............\ >--- J I EXISTING ff;::;:7}--:; 1 \ I )'{U 1/1 /1 +-11 I L _ - / _ ,- - - - - -- -28- _ _ _ _ _S.00002' 44" E.(M)'- - - - /' -"" .h/-~ I~I -<>,1\,<"" -1... 4 A 6' HIGH METAl.: --' .-/ "'!.'7 / / I / / I - 25 00' -- - -- -29- - ~ --:r 1'"' - \ Lt I I RAIL FENCE - <:v( I I I', //111 I) [l_ _ _ _ / - - - - -.d'-....:::~-~...A . ----__~-e----"= _~. ~ ~.... GATE I 1\ " ~ .31~ " ~ / nlJ I 11"'\ + r.J- ---'::_...A-=_=-'===-__ or.. / I S.89034'19"E.1 (P))"Jf /Ic~/I ,,1 I / ~/'-- ____--~ ___-30- -- -- - - - --- _ _ - -- - --Jl- -, _..........-- - -" L I 'b ) 0 - - - - \J" S.8~3~/1 O"E. M ',011 J4<+,r /'l:" :;::." -- -;;:..;;r )( _,,~32.00~__~ - ~ )(-=--=,=-_~=->?.~- If=.-- ~~->C=--)( :::",)(p I r- \ -.:'\ \" _ ~ _ I cl '" '1 ~ <.Jo. I I I 9' '1 ~ ,~ ~ 08" - /' EXISTING 6' HIGH "":/ ~ 5'~p-' -6" 33- - - -14" 6" ~EXISTING 6~ HIGH +1-- --i. ,,'\ \ I I \1 '....JJ I" \ \ I I I CI) ,/ "/ I CHERRY; 27" / :94,1'8", 11" CHAIN LINK FE~F;~'2:' --- 4"0 ~21",~~ 15'b~ ~y; - ~1.:'....... CHAIN L1N,~ FENCE I I" '\ '~h 0l~': ~~.30 I: ' 15' WIDE DRAINAGE 9:....... 1"0... \-hI V " 1 ('04 __cy " / -- / ~ '..J. 023 ......." '\ "\" , AND UTILITY EASEMENT ~ \f\ \ 1 I'~ ' ~ ! 4 ~ I / _ - _ /' 10 16" __ /' I ~ 4" 9:" <(;. I I \ \ / II PER PLAT '--. 1'\ \ J J 14", 19" ~)' / J I /'''' 4~HINABERRY~ 0 13/ r- " S/800 33'1 nIle. (M) 11 f\ OD.' \ \ I I '-.. \ I \ II I I I I' 14'0' 1 I / (~-, 0 " 007" ./ ~ I~ <-'-'" - -- ~_.. . ~ ~._- ~ - - I \ I I .......36_ ~\, Ir/' "(1 I I ./ ,,~~ "~ {)17,,/ 20" 18"/ " S.89034'19"E.jP)__GATE.-........ O~"" ~ \ -} \ / II /~/-r-.......,\ \~ '-" 1\ \ \')I} III &/1 18j'0 ~ 1/ ~, 0 ~'II F - 'iL ~"..o: ~~ 6,; /4,,0 014", 1Y 7" 6" ~ 6 012" '\ \ , \ \,. I \f;( 00 { / \1 \~l-- r ~\~, {() 13'/ ~A~ ~ J I" 7" ~UL~ERRY 011 JL~~~6INF?LTER wi ~~" ~16"/ - ---0-7"- '~----35_\ \\\ I I \ '\ \ I I V ~ ~ I 1\ I T ~ \ ~l \ \ \ I \ l \ \ ~ '5, ~ ~ I I I I ,(13, '/ / ~ IL = CONC. ~L} __~!)----- __ _ - -- - " -........ \ \ I I \ '\ I II "G ~ ~ II I ~ I /"---....... t\r I \\ m\ , J 1\ I 1 / ~13"/ -- ------- '-- '\ III Z )ij~;~ , I L \ f -""l 'I / ~ \ \ \ \ \ \ \ \:,\ ~. \ \ J I I/'\ / / " / ____ / ./ 7", 6" 0 17" 13b,(19":--1 8'~, ~2~," \ \ \ I \' ~ ~ ~ 8 I I' r \ " \\'&\~\\16"\ ~ 1 \ \,b 1 r-J J, 8" ~5" ~4" I 4"!-" ,y~-,. I I 13 -----"-0-.12" '\ 22\ I I <c. \ \ A ~8 I II ~ \ 1/ --35 \ \ ~~\\\ \\\\\,~ ~)I \ ~ '\ Jf-1~", 7" ? g13" 0 \ I 4'~14~'O }, 't~~'fj,~G I _ I (023" 14'bgcr, 5" 09"\ " _ I \ \ \ J II I II I I I ~ \ '\ ] 6"~ \ \ \ \' '\ ~ ( )\ \ -, ' I / I 4"0 ' / w / RAILS \ 10 '-. -- ~\ } \ \ \ I, ,I / N ' ~ J I //'--'~I\~\~ ~\\\\I)~\' ~ 1 \ \ I JURISDICTIONAL 9';y I 710" --II ,,-- :J> ::,.... '-." I . 1\ \ ~ 'I ,I t- tl~1 III I / / II 0:- '--'~ ~ ~"II ( \\ LINES ~ 9" I / / ~. EXISTING _ " ~ ) d \ \ ~ I / Q ~ I '--' F--.I" \ ~ \(~ III ~ ~ i\ \ \\;' I '~J 3", 1" 6", 5" I I _lEX ISTI NG WOOD STEPS """- " '-- - _./ ...- I \ \ / \ I \1V ~ II I I J ~ ~ -0.. ~~ T 13,,1 \ \ II ' / 7" 7", 6', 6" / /28" AO STORY w/ RAILS ......... ~ ____ ~ I ~'..Y -1 \ I I ~ I 11 I '( f"i 1'111 \ ~ ~ \11111 ) ,\ ~ \ I / 6"/ / ../0 I ASONRY I ,,- //\ I 1 \ If. II 0.. I r I , I I I r<') I'll ~ ~ ~/II ~'I' I \ I I ./ - BUILDING r37____ / \ ~ "f-, \ )l I ~ / I r<') I'll ~ \ \,~ ( t\'\ ~I I \ I I ~ I I I / (-"" \ '-- " EXISTING CONC. \ / ~ l \ \ I I ~ I ~;i! I' II / I N J I \~ \ i ( ........ '\ '\ I r ....- --- --.... ,LOWEST E~. _I ~ ~ - - -'1- -~ ~ . ~ ~ -L I N ,I (fl iE I It ,/1 I I I r<')~ \ '\ ~\,!o",~ II' 1\ \ J I 1/ 15"/8" 1/ _-....... EL. = 3~ I" .......------=::.-=,-;;-=-- ...---'-- --....37~1\. +- I --{.. \ II ,I ~~ / I II i I I II m\ '\ '\t!< "'....1 Jr. , I 1 I ./ caf' I ,,- ~ - - /' - -- _ 0 I \ I / /1// / I d~\ )' ~ 1'~;\ ~ t\\\~\ (~I I l / 15", r:f/~-~----=----=:8--_~~~ \ISTIN~; HIGH _--l----:/-\027'\~3'\ 8 \ I \"'\.i II /,,?'< I II / / / / I I I 0... I 1/ ~ I I 7( B k I I I Y ~ / II) / / / Ii ~ 7 1 CONC. WALL ./ './ \ \ I~ \ \ , \ Ii ~ I / k II i I / f2 ~ 1/1 i\ )11 ~ 1/, /; I I /'? I / I I 0/ '- - 1\" .... --'./ 1- \ I ~ \ \ ~ I ~ II / I t; /1 I 1 ~- I ~5-jre(W I 2", 12". 10': / / / I I I \ \.... __~'O / f\ \ ~ ~ 1\ \ 1 \ /. III ~I " I I ( I 'I I l{') J. I. \ I" I. 24" 12" / \ EXISTING 'tP I \ I ~ \ \ \ II / ;/ I I I I 1/1 I 1 \ \;ci, ~ :\ \ rl ~ 12,,(r~5,/ / 5?15" 1~" I I J ~ ASPHALT PAVEMENT 1 \ \........ __ I '\.) \ \ \ I I \ y; \ \ ,I'll I / I I ! I / II/I )11 /, 22\''0))) \/J~I \ ~ 7' 0' ~ II \ /'f5~1~1.2:,~;r5< 10"} / \ ~ I I \ "--- -- -x ~ )( I \ 1 II \ \ III~// //, I :11 r j, / I 1'1 I .-l' Y J fi i '/ ;--- --.:: ,.-,)'0 15"-- , I .....--- .......... \ I \ \ ) I I f'j II / I/.' \ ~I/ ,uylI h 12''l, 1hjA,( / /~-==_J--O-" / / ~ ___-.-J '0 / \ .// \\ \ \ \ \ III / I I II I I I I f If 0..> c.... I I' I /V,.> _ _ _~6 \" - - - - - - \ / / I II f' (j, II (I F 1/ ~ ) /11 \1?; d \ II I III \--~y :I~-Y::- .=:= - - -::=i7~::"'-:-C '\ ',"\ ~ CED~-2._ ,./ I I \ \ I II / ~ \~ Jl 171 I I ~ ' 4' . U I II ~ II ) R. / r-. - - --== - '" ........ \ ~ ....... / CLUtTE~ J \ Q<I $ ~ II 0 r -'./ I I I I ?!I iff I' f ( ( t $ \ : \ U I~ II~'/ I I/f' [11/( / - - - -.34_ - -....... \1 I I ~r L -........"o~ " J ...----1.0"--""'--- ,-.( / ( I ~ \ 1\ I \ II / '<( ,,-... - TOP EL = 38 67~.... ~ I I \ )4L4" II~ I ~ II rl 1/ I Vi, ---.. , / I _____ ~ I \ "RETAINING / , \ 0 INV. = .35.45. t (J I ~ Ii -h.-+. I 't I / '( I IJ i, /(S.)N.89028'15"W.(E,) -..).J \~.J ~ 342.00' . --------- ---- \ ~~'-- ~WALL \ "" \ I 'I ~ ^':: >- r- r: ) ( ~ '\ '\ 9" )0" 'j I T (1"'""}, ~ /';,r - --=- --- - - .-/ ::-r-': \- ~ ~ II \ V t /'" LL 24" R.C.P.7~1 \ \ g ,'I' \ \ 1/1/1// ,~~?/ /k il) I ~?O~ -"'!r~~~-~~) 0'2 11" I -~ --- ? \...--,\ \ \ \ ~ / ( H.-\/ \ \ ~ II\V/ ~ ~ ~" 'II!I~/ ~ ~.J 11Ifll~'l// fJ',II/~v/N/'{,(f,.,. ~jl/lrlrU1514",,/---r---I--r-I~ \ \ \ \ \ \ \ L I \ ):11 ~~~./ ~ I; ! I, fl <-::: -- "} ,if hi Jill i i i 5" I i'/ I /,1,,; /) I '" ~ /.;::- ) I Illl - V \ t~ r J I \ I \ \ \ \ \ 1 -\ I :' _--1-\- L, II II 0 -0 - I p I'll' 1% Ir~ -- '- /~RA'N..d"" UsE~,ENT 6jB!.I;i fI I I I II; <.:;;.:>/~ : : ~~ -I- -1- + -\'-- _,_ ...- ~ - - -" gw.';'N~JR - -I 1\-1-\ -4j \ II ~/~ ~., lilt; I GJ III ~ PERI PLAT I I~J I ! l' / /1 J/ II I \ I / ~-~A ~, I I . 1 5'>0 --I I I( ~ II / 0 I hi/III If 030"0:-' IIIII~W)!' II //;;11/"1/,,,1 ~~(~r' - 4" SWEETGUM \ l. 1\ \ 1\ I ?"J a:::: '-' I EIIII IL '-:'~I ;, IIII)/ jo 111111f/lll - -HlI---p--<l-18"De-----------~ _^ \ 1__\-\--~.-1\ Q)\IJ I Z 0::: III II;? \ ~ ~ I 'II I I /: f jf!( j A I / I ~' '1 I I. 1 I I~! I .-/ y --\' \) \ -1 \ \ 1 I fl , I / W ~ 1 XliII & /'~/~NI rl 111I ri'l zrll//l'~IJ )/NV. =~3I"TTIJ "J --~--\ \ \ \ ~ J--+--l \ 71~ ::1 z,o' "' 'II I~! ,,~-,~o Ill/lllll" II" I, 1-1 P / '/ ~1111 ~ I 6"-3l I' .J--I--~I ~ \'-...., \ \ \ \ j( \ \ t> "l; II :::> ::) 0 If; //1 / '\ \ ~ g r I I f II 19 IB" i I 7 /1 {j tI / < I \ I I ; I I ~ R ~ (~~ - ~ -.3T 1- I I I /1 \ ,~ '....-1?v<...J \ ./ I . II \ \ \ '\1 ~ I ~' 8 N II I / / I I Z I I I I I ~ \ \ I {] r I I I I} I II ~ ~ / - - - I I I I ! I 6"~ 6,0--- ~ j, _ _ / ~ ~ \ '\ ) J I 0 '-' I i leillll II ~ /1(1 III \ \, \ \ \ \ \' \, d I ~ I I tl ~ ~u..i~ I ~o I -===-r 1\1 \,- - -..71 I , I - ----- r4\ N'( \ ~ \ I ~ I /~ r "tT \ II; I I II I I I ~ I u I ( \ \ ~ \; \ I ~ \ \}, II ~ \ \ ~ 1 \ III/ ~ > ~ 111J .. - /, 'I \ ,EXISTING 1\ I j,l I j, 1 I ~ ~? \" \. '. \ \ I ~ I / I I I I I I 1 I ) (J1 I \ \ \' I 1 \ II \ \ '\ \ N:;; I I I " ?; - I 0 I I I RETAINING W~LL" /. \"fr 0, ~ I / II I ~llllll \ " J / / I I I \ I '- -:::.: ~ I (1 \ \ 2~\' )'I/~,_Jj II I I \ _ I I I I" EXI~TlNG~ --1- ~ I ~ 11)" ICI) ~ \\ \\ \~ I,' :".J"i II I ,/ \ \ \~ ,,'\" " /-,~ /1 I." li I II I I ~ 1) I \,ro.> \ \ \ \\ \""f::!'-. - -JI J \ -- \ ,,\ \ / \ ASPHALT PAVEMENT \ ..J ) \ \ \ '\ \ !\ ~ II / ,I I 11. ~" " ___ .-/ /--' / .614 I 1 8 1 I \"~ '-37_./ J ~ / ) / EXISTING '\. ./ - \ --J" \ I I ( l....... " ~ -=.37--., "-.. -- - ....-T - ---./.,l; "'I I .--1"'1 / / I ~ III ~ - ~ /' '- -V '/ CONC. WOOD FENCt; \ '\ ~ ~ I I I / II I "'-~\~~~_:/ ") : I_(B"/ I '/)/~'.,J l \0' 1/ r}- ~ \ I: If : : /f: 18",11"": r -!\ '~" \'1 ~I,I tl / :,1 ~ II ~ EX'ST'NI; 5' H'G~ /,'~ IA'~~~-j)1 4:~ 6i~' /; I' I J -r ~d ,/ \ I 1/ I I / ( Il~,/ 43 f 024" ~""'" \ / " \, \ 'I~I IlL ,I II METAL, RAIL FE~CE / Cl (~I ,/';...--: / 6./ /,' ~' ~4 ' -1"_1 * I~I -L t.+-' ~ L-' " \ \'.1: \ I I I r ,;11 II EXISTING .. -.. 1- - - .....--~ ~ _ _ \ :a ,..L, I I I / /' // Vj s-\..~C, j _ ~.~L.s...-.:::!J.tt8902 '13"W. M ........6,\-' ,...../~43-, (\ f:~ r- 344.,.0 \ " \ 1\ 'l'il // I I EXISTING 6,IHIGH I I EXISTING 5' HIGH~"j l~fZ / b!' :1 y.... ....-v--.=.J-:!!~~~~'!t'~~~- 9:0 11", 9" -I- ~42.:::dJo::~. ~ \ \\ 28 \ \ I~ 111~ I J I / III III WOOD FENCE I CHAIN L1NK.JENC~ 'Ylf ~ 7~ff/ 7 N~ =~31f L --___---38-- -... " I I ~(--- Ul. Ulv ~ l\ \ 11\ I / I I J / i ~ 1 I~~ E~TIN.j~/~~~fj~/'X~1 ~5;1fi ~.35 -Ifl~~.3:-32!!:---~,,~); ~ ~~ ~~~ ~; ~~ \\\\\ \ \ )' b\ \1 ~~: // I( II I I I I~ONC)Nt 14)01t1~'GNOUA ~/; - - ~} I I j \ wo "v " wo 1\ ,t-.. '\ " / \ I [.,'0 II I de, EXISTINGDI ,,~"'-!:'~J/~~.I/ Illt' ~/~EXISTINGOFS II 1/ /) EXISTINGJ.B. ~II ~II )\ III '<""'24" 110.:1111 / II I j'V INV. E. = 33.60 \ \. ~:''3' 'P ~ W~3l:IN~~GE I \ ( SE. THROAT INV. = 37.28 / / / I 1118,,, I I RIM EL. = 40.15 ~ > ~ ~ I" ~'" / \ 0 I 0\ II / J I I EXISTING\ 6' HlclH /. e //~ V All I NE. THROAT INV. = 37.33 /~ / / / I ~II I INV. N. = 35.19 ~?; w_ ~ \ \ ......... ETAINING WALL r-' cilll/ I II WOOD FENCE ) I + ~ - I ,7 I '; SW. SLOT INV. = 37.28/,,/.,/ I <cI // I INV. E. = 35.07 ~ \ \ \ \ I ~ II CHAIN LINK FENCE - 1/ IIV, ~O///I/-0 ",CO c. ~I I \ SE. SLOT = 35.33/ I'.... / .-// / '/ / \ ONE STORY ~o "\ / ~ 24", 23" \ II' / I I / II r / ~.-' 1/ ? I V,tI/ \/WALK I I \ EXISTING '/ 8'D.' v / u I 1: T.B.M....: #2 MASON RY x~z / ~ 0 \ 0-0 ') I / 1.,'0 I j I~ I 0:/ ~~;;....C'.... j; j/l y / h \ \1 DETENTION AREA ~~/J~'> ':1"1/ I \\' I EL. - 40.15 BUILDING EXISTING 50 ~'1/ C;; \ \ t II \ II11 /' I Y I I I ,1/ r ,--;"J't 1/ j I \ ~~/ ./"J '/ / .:J ~ XISTING _ COVERED AREA 1/, I '" 1'4.. :"~ I { / I \ / I /-::5 /' / ~ \ \ \ ,/ /"J /./ '/ ~~ ~ / COVERED AREA LOWEST FL. EL. - 43.83 j' \. I ~ I\-,\ t~ ~ II ~ I /.t "l'i--:;:..; / I \ \ ~ EXISTING// / ~ 0 't .( I \ I "',- "'1 ~;; ~ I II \1 /I;;,<#~#/ / rl \ \.. ;(S9NC/ /-:'.J<lf /~/' /'~~ I i r:1 '\ '- I j "' I // I I '/1 / ~ ~i8 / ,\ '--.... ~ ./ '/ / / /,1'" /' ~ I \ I 1/ I';. J.. I I ~'?~CJ/ I / W---U:~~-::-~I/~/ /~ I ,,~L ~ ~ II YJ I II II Q - \;- /'<- -" x , ~ 0 100' I \ / INV. - 34.62 ~ - _~9 ,8'0'; ~ 5 . I . I o ------"-- ~~ ~o II I \ ,,<::) q." ':I" II \ ....'0 v I \ \ -...< ~ .:J/ II \ ./0 II I \ \ II I 1\ II I \ I II I, \ I I I I I I I I I I l ~ I I I I I I I I \ \ \ \ " I li-J II I II " I II II II II " I I II ) I \, I \\ \ \\ \ \\ \ \\ \ ~'\' .......'" "'"'-... '...., .........- ---~------- - - ----- ------------. BRIAR CREEK BLVD. -------- --~==------- I I L__ f7 I I /" :::: I ././ ././ I ././ // I // II I /1 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 l I ...... - GENERAL NOTES: 1. ALL ELEVATIONS SHOWN ARE BASED ON N.G.V, DATUM, CONTOUR INTERVAL = ONE FOOT. 2. ALL DIMENSIONS SHOWN ARE APPROXIMATE, SUBJECT TO FIELD SURVEY. 3. ALL EXISTING UTILITY LOCATIONS ARE APPROXIMATE, TAKEN FROM ATLAS SHEETS "AS-BUILr' PLANS AND FIELD INFORMATION. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. C)~\G\~lAL 4. ALL EXISTING UTILITIES SHALL BE LOCATED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 5. THE CONTRACTOR SHALL NOTIFY ALL AFFECTED UTILITY COMPANIES, BOTH PUBLIC AND PRIVATE, 48 HOURS PRIOR TO COMMENCING CONSTRUCTION SO THEY MAY STAKE THE EXACT LOCATION OF ANY AND ALL FACILITIES THEY MAY HAVE AFFECTING CONSTRUCTION. . \"~.- 6. THIS SITE LIES WITHIN THE CITY OF CLEARWATER SANITARY SEWER SERVICE AREA. :.rR 1 4 2005 GENERAL LEGEND DENOTES PROPOSED Right-of-Way or Property Line Spot Elevation ~ Contour 24- 25- ----- ,.----- TREE LEGEND ..n TEM':.ORARY BENCH MARK 11 T EL. - 29,30 TOP OF CATCH BASIN LOCATED ALONG McMULLEN BOOTH ROAD EAST OF THE NORTHEAST PROPERTY CORNER ..n TEMPORARY BENCH MARK 12 T EL. = 40.15 RIM OF MANHOLE LOCATED SOUTH OF THE SUBJECT PROPERTY APPROXIMATELY 123' EAST OF THE SOUTHWEST PROPERTY CORNER SYMBOL LEGEND INDEX OF DRAWINGS UTILITY NOTE: ONLY SURFACE INDICATIONS OF UNDERGROUND UTILITIES HAVE BEEN LOCATED OR SHOWN HEREON. NO EXCAVATION WAS DONE TO LOCATE OR VERIFY UNDERGROUND UTILITIES. 1, ----------- COVER SHEET 2. ----------- EXISTING CONDITIONS PLAN 3. ----------- LAYOUT AND EROSION CONTROL PLAN 4. ----------- PAVING AND DRAINAGE PLAN 5. ----------- WATER AND SANITARY SEWER PLAN 6. ----------- MAINTENANCE OF TRAFFIC PLAN 7. ----------- DETENTION AREA PLAN AND DETAILS 8. ----------- PAVING AND DRAINAGE DETAILS 9. ----------- WATER AND SANITARY SEWER DETAILS 1 O. ----------- SITE CONSTRUCTION SPECIFICATIONS Pavement ASPfW...T Storm Drainage CURB .D~ C.B. Dol.! 4. LATERAL ~ . S W'fE.J c.o.-P ".H. - t: F.H. W ~Lc.v. .. -FM- .. -~S/D- -- 181 SIZES AS SHOWN NOTE: ONLY TREES 4" D,B.H. OR LARGER HAVE BEEN LOCATED AND SHOWN. SHEET No. DESCRIPTlON DESCRIPTION OAK CAMPHOR CYPRESS CITRUS OTHER AS NOTED SYMBOL o ~ o J) o SYMBOL DESCRIPTION IRI CABLE TELEVISION PEDESTAL @: FIRE HYDRANT n GROUND LIGHT o PHONE SERVICE PEDESTAL M GATE VALVE 1" LIGHT POLE o MANHOLE . METER POLE 1BI POWER BOX q SIGN J J.B. Sanitary Gravity Main Water Main BENCH MARK NOTE: ELEVATIONS SHOWN ARE BASED ON COUNTY BENCH MARK No. 983 "DUNEDIN H", EL. = 58,173, NATIONAL GEODETIC VERTICAL DATUM-1929, UNADJUSTED. Force Main - Sub-Drain Water Meter 7. THIS SITE LIES WITHIN THE PINELLAS COUNTY UTILITIES WATER SERVICE AREA. 8. ALL STRIPING, PAVEMENT MARKINGS, SIGNAGE AND TRAFFIC CONTROL DEVICES SHALL CONFORM TO F.D.O.T. STANDARD INDICES - LATEST EDITION AND FAC. 14-110. 9. A PINELLAS COUNTY RIGHT -OF-WAY PERMIT/UTILITIES LICENSE IS REQUIRED FOR ALL WORK WITHIN PINELLAS COUNTY RIGHT-OF -WAY. 10. ALL HANDICAP SPACES MUST BE CONSTRUCTED IN ACCORDANCE WITH THE "AMERICANS WITH DISABILITIES ACT," THE CITY OF CLEARWATER REQUIREMENTS AND THE FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION. 11. AT ALL INTERSECTIONS OF SIDEWALKS AND PAVED AREAS A RAMP SHALL BE CONSTRUCTED IN ACCORDANCE WITH F.D.O.T. INDEX No. 304 AND THE FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION. 2 2 11 05 PER S.W,F.W.M.D. REQUIREMENTS 1 2 2 05 PER CITY OF CLEARWATER REQUIREMENTS No, DATE REVISIONS RRD ~ WTS ~ DRN. CKD.APP COUNTRYSIDE WEST MEDICAL CLINIC EXISTING CONDITIONS PLAN CLEARWATER PREPARED FOR: CWMC PARTNERSHIP, L.L.C. MR. MARK KLEIN. MANAGING PARTNER 2040 N.E. COACHMAN ROAD CLEARWATER, FLORIDA 33765 Phone: (727) 441-1951 PINELlAS COUNTY DATE: NOV. 23, 2004 APPROVED BY: DES.: T.G. Radcliffe DRN.: DNC, WTS CKD.: ~ SCALE: 1" = 30' JOB No.: 33284 FLORIDA S.~OVERAS - FL ENGINEER'S LICENSE No. PE 8508 FL SURVEYOR & MAPPER LICENSE No. LS 1762 SHEEr LLOVERAS BAUR & STEVENS 2 ENGINEERS - SURVEYORS Phone: (727) 784-3965 NLB 0000208 29228 u.S. HIGHWAY 19 N. PLANNERS OF Fax: (727) 784':"8153 1 0 CLEARWATER, FLORIDA 33761 CONSTRUCTION PLANS JOB No. 33284 N 0' 1 5' 30' ~........ SCALE IN FEET EXISTING 7JBy..1 OR 7JB.1 y.. ____24- - - 25- - /- ~ ~ ASPHALT P -<lDe- .:;[}-:;'f~1. J.B. C.B. 0.1. J LATERAl - -{)- -<lSe- -WYE~~ M.H..-A' c.o. ---~-we-~-- F.H. .~.v. - - - - --<JFMe - - - - - - - - --::3S/De- - -- ~ ~ ",/,/ ""~-~-~-~-~-~-~-~-~-~-~-~-~-~-~,-I.~,,, ~ ""," ~" ,,<::;j , ~ '\: " ! /' "......-6" PVC ';>() \ ~ '\: EXISTING D,B.D.1. "","""'" ~/' [g}- L -1 EXISTING O.F.S. ~ ~ ~~N~T~E~L;., =225,94 -.,r"",r ",," i~~T~NG O.F.S. TOP EL. = 27.59 I ~ INV. W. = 21~9~1 -v-- ,,__----:;-~ I/' ""," INV. E~' == 2~~8~7 5~SET~~~N ~L~T NI~.= = 1 ~'j.18 r -1 i \ ~ ~ INV. E. = 21.97 r/':,~,~' }.( ~ / ,,/ AREA ~~~ST~G2~:;~b >-~- ---<fO{'36,!""- ~ - j -0!:c<30"De- ---\ /<A'/;f' f ~ l f // \ I t \ } /A' ",r" ) J l / /""," i '-, I r ' ,I / f I S.OO'02'44"E.(M)" \~ i/ , ,I ! M r 1 - :.:~-~-~:.. - _1.32.00' i - ~~~gEo EROSION I r-- - J.~ I --r _. I I 'J/ i )'.....-;-..... ____.~ ='==",:::..-==.-; ~'''.l (SEE SHEET No. 8) ~ I ~I ~~.~.~ ~~.30 ~ /t : 1 /- / ;,i,/ -.!" ~ [s.89'33'.1.o:1:-'M,"'1 .J 1..0.00' \ r l ~ ~ /r-....,\ 1 fl r 25' ,1! / i.. . II ~ . =9~~E.~== T - .::'~ ~ ~ 'I f '.\ i \ "\ ( ~)t - ...!.. _ A A , ,'I ~ \ \ '. AREA I I ~ )t _on H I j~ ~~ () I ~ \ \ \ \ \ ~ '.. <III ;,., I "-"',: ,....., \., \ ~ ~ \ ~, (0 I ~ t (L ~I PROPOSED EROSION\:... \ \ \\ I I - '":" I -:' - '\ o~ I I ~ ~ I II '-" F-..I CONTROL \ \ ~ 0 ~ I r _":'E'J-"- ~ g' ~ .::t I- Wo MASONRY - - -- (I) a. '":' BUILDING 1 n ~ * \ \ \ i \ ~ ~ ~ I tJ II ~-.J ~ 1 " \ \ .1 \ j '. I ~.~ ~ '" I ~~~ST3{~gl__T-------- - - 81-- --~ !t- ~'ZJ 0 ~I II d II f\ L J I \ ~ I I I ' LL I "- ~ ,,~ I II c..' I I r 4 r I II .. I io ~.I I ~ ~~ ~ ~~~ "\ "\~ 0 o~ ii' I J I I I") ~,,~ LL t- -, L , ~ \ 1. 0,1 ~ 5'4 20' 15' I; 0 .- ~"~ I II \ .. I ,~ .. T PROPOSED 'oJ I I f 1")/ ~" \ I I 'all 2 STORY MEDICAL C 145':::11: II I c'"' b ~ ~ I II 1 / ,,' ~ gj ~ ! I \. I II 19' 24' 19' 1 OFFICE I ~ CD ~ ~ / i/ ~~ ~ ,I V. ,,-~-~-~ L-~-~-r i 12'.3S' j~ ,., 1 hg: ~ ~ ~~ ~ ~ '""' I II 7 I j' ,. I ~\\I! if/ I \ I ~ SPACE LOADING I tf" I ~~ I ~ CD ~:: >- ~ I .c. II 'f\ I ::/: I I lJ ) I I....J tn ~ i'.. (J) to <( g 1 ~ ) I r I ,1: .. I I ~ ,V I CD ~ ~ }::: > I . ~ i I I tJ {~ I I ,~(J) W, ~ I- 0 I , I r / I '1L c, ~ .. /' 72' I > ~ ~ ~ ~ lo z u.. ii, I <5' il.: ,,~,,:1:;~ f....,O I ~ -A- _ ..Jo- - -- ii1 I in Ig "K\A ~ "' ~ "K f" 00 0 0 I If,' I I 'UF"F"tl? -<.,r'S" Ol in r--- r- ,~- J I,.,,",~ LO I I f. I ()<5..~~ ~ ~ ~ <( .- "..A-_..A-_ " I f (HI. / A ~ i ~ i ~ i i ~ i r 1 I I ~"'N 0:: e" r gt--J-~~~INt&~ EA/sEiE1 F../! I ') \ l 0. _~ 0. ~ ~ (> (> ~ 0. 'l L :/ I ~ ~ ~ >- 1 0:- :;::1 1 ( ',1 h ~=--~ ~ on " I ' ~'-J ...J I- - I 1 -- I i, ~~! t \ / I J~ ~. ~I ---- ~5' L INY. W, ~3~ ~5' I -~bl~~~~~ ~,,~ \ z t i' I' ~~~~DICmNAL ~ f--'- .I. \, ,,<; ~ PROPOSED STOP ; \ t ' '.....' '\. \~ EXISTING i~ 19' 24' ';" - - -'-1-1- - -II ,~~ I I~ "" '\NOTE: ~ ~ I ~f \ '\ ') \'\ INV. = 33.45,1 I L PROPOSED V 24' 19' 20.5' 20'x20' CITY OF CLEARWATER f,\ : l' / \~ Il)1 ~I I 'all ~ LIGHT POLE "'--ol - SIGHT DISTANCE TRIANGLE NO I If" . ~ IJj . j OBJECTS IN THE SIGHT, T/I It / t,),!' / I" A. I ~ - (TYP.)_ _ ~ ~~S6~~gEA ~~~~~Eo~A;~~ '" ,r" , / 7 / I I ....--'-___-1.- '- I I · ~ MEASURED FROM THE":,,<',, '" ~ ,,-_~_~_~_~_-,,' / ;' ~\' I, 36' 1\ r~ ADJACEJ,T \~F PAVEMENT. '" 4i'/ / If.. -r ..L N ~. ~ : ~ 1; ~ HJ-~ __I- =-~j'/~8~;~8r;3;;W:(:;::-':.r-1 ...l, -::- =- -'-"7.:;: =- ';~I ~"'I_~ ~3~2..-.00"::- \, \ - ,Ul r (~ I I'J Iy" __;'-...",L--!i'~~~~'~~eJ--.r-- \ ~ ~/ ~I~~, =~.;t0 / ' II ~r- - ---LIIL~ -UJ ~=:TIL -"'\-- \ \ 1 1 I~'; "ff1s"f)e / 1]) EXISTING ~ , wow ~ \ \ I I ~ ~ ,r ':7'/ · 'J:". / I(1INV. = 32,84' ~;~; I \',\ ~ \ 0 I 'i IENXVISTEING DI 'l. '" / ~:i" f ,.// If ~EXISTING OFS ,\ EXISTING J.B. ~ II ~ II \ ,\ \" I . . = 33.60 l....: ~:'DT17'~/" I or If SE. THROAT INY. = 37,28 I I RIM EL. = 40.15 !n . !n . 1 \ ~ I 0.: e III { / L NE. THROAT INV. = 37.33 I INV. N. = 35.19 x> x> I ~I / / /~~ / r SW. SLOT ~NY, = 37.28 // INV. E. = 35.07 wz w~ \ \ III I 1:"'('010:::11 J L INV. NW. _ 33.07 PROPOSED EROSION I I \ ~ II ~ /"-"-/ } 1/ / \ f SE. SLOT = 35.33 f'" "T EXISTING CONTROL ) Jj. n / / I ('/ r EXISTING \ <9'a / o~fsg~~~Y (SEE SHEET No. 8) ~ / 11/1 0-0 I //~ /,.....----"-",,) (/ / ' DETENTION AREA ~ ~"y BUILDING EXISTING -1 ~/ f /'~ / / ~ r r,r o1o.!",o LOWEST FL EL - 43.83 COVERED AREA j' / II '\ t~ I I / / t 1>,...\ / I J I / _ \ r;<<; 1- ,,/, ~ V I I / INV. - 34.62~-I~_-,,-_\_~&.T ,,<::;j ~ y ~ 't.: --< 60' I \ \ II II A II \ \1 \ \ \ \ 15' WIDE DRAINAGE AND UTILITY EASEMENT PER PLAT II II II L:5 Q: "" ~ o j:::: g Q <.:l ~ j:::: C/) X 4i LEGEND () LL LL ~ .- ~ 3: o <( o ~ ~ o I.J... PROPOSED DE'TENJ1ON NfEA ~ W ....J '"' Z <( ~ .- --L- I I I , I I ~ ....J CD (J) > ~ .1> '>0 TREE LEGEND GENERAL LEGEND SYMBOL o /:). o I) o DESCRIPTION OAK CAMPHOR CYPRESS CITRUS OTHER AS NOTED EXISTING UTILllY NOTE: ONLY SURFACE INDICATIONS OF UNDERGROUND UTILITIES HAVE BEEN LOCATED OR SHOWN HEREON. NO EXCAVATION WAS DONE TO LOCATE OR VERIFY UNDERGROUND UTILITIES. III INTERIOR LANDSCAPED AR:EA 3,896 S,F, D TOTAL VEHICULAR USE AREA 38,854 S.F. DENOTES PROPOSED Right-of-Way or Property Line Spot Elevation SIZES AS SHOWN NOTE: ONLY TREES 4" D.B,H. OR LARGER HAVE BEEN LOCATED AND SHOWN. BENCH MARK NOTE: ELEVATIONS SHOWN ARE BASED ON COUNTY BENCH MARK No, 983 "DUNEDIN H", EL. = 58.173, NATIONAL GEODETIC VERTICAL DATUM-1929, UNADJUSTED. ~ ....--- 24::---25- Contour ---t:L TEM~RARY BENCH MARK 11 ~ EL. - 29.30 TOP OF CATCH BASIN LOCATED ALONG McMULLEN BOOTH ROAD EAST OF THE NORTHEAST PROPERTY CORNER ---t:L TEM~RARY BENCH MARK 12 ~ EL. - 40.15 RIM OF MANHOLE LOCATED SOUTH OF THE SUBJECT PROPERTY APPROXIMATELY 123' EAST OF THE SOUTHWEST PROPERTY CORNER SYMBOL LEGEND Pavement ASPHALT TOTAL VEHICULAR USE AREA = 38,854 S.F. FLOOD ZONE NOTE: THIS SITE LIES WITHIN F.E.MA FLOOD ZONE X ACCORDING TO FLOOD INSURANCE RATE MAP COMMUNITY-PANEL NUMBER 12103C0087G, INDEX DATED SEPTEMBER 3, 2003, CURB 4D~ C.B. 0.1'1 4 LATERAL M.H.~ t 4SW""J c.o..J> F.H. .l...c.v. .. -FM- ..- - .-S/D- - - IBI DESCRIPTION CABLE TELEVISION PEDESTAL FIRE HYDRANT GROUND LIGHT PHONE SE~CE PEDESTAL GATE VALVE LIGHT POLE MANHOLE MffiR POLE POWER BOX SIGN Storm Drainage J.B. --' SYMBOL III € ~ o M 't o . SECTION .w.J I 21, TOWNSHIP 28 SOUTH, RANGE 16 EAST ROPOSED HANDRAIL (REQUIRED IN ALL AREAS WHERE VERTICAL RELIEF IS GREATER THAN 24") 38.05 PAVEMENT -. 35.92 EXISTING SIDEWALK , SECTION A-A PROPOSED HANDRAIL 39,23 .w.J I 38.73 NOT TO SCALE PROPOSED RETAINING CURB 38.52 PAVEMENT / ~ I r I ~ I r , ~ I t , f , t I ) I t I t I t I f I f I f , f , TOP EL. = 38'67~ INV. = 35.45 ~ 24" R.C~J~ , r , ~ , t , f , f , f I t , t I t I f , ~ \ '{ \ '\ " / ..Jo-_..Jo--~-~-~_..A-_~ ~ / ~-~-~-~- - -~-~-~-~-~ --- I I ---::If-- SECTION B-B NOT TO SCALE PROPOSED HANDRAIL PROPOSED RETAINING CURB .w.J I 39.24 PAVEMENT SECTION C-C NOT TO SCALE -- PROPOSED 2 STORY MEDICAL. OFfICE I I I I I !:. ~:~ ;" 1,.1,. I,.e. I,. - ""- - - - - -=- -'--IJ nrr -, VEHICULAR USE AREA DIAGRAM SCALE: 1" = 50' INDEX OF DRAWINGS SHlEET No. DESCRIPTION 1. ----------- COVER SHEET 2. ----------- EXISTING CONDITIONS PLAN 3. ----------- LAYOUT AND EROSION CONTROL PLAN 4. ----------- PAVING AND DRAINAGE PLAN 5. ----------- WATER AND SANITARY SEWER PLAN 6. ----------- MAINTENANCE OF TRAFFIC PLAN 7. ----------- DETENTION AREA PLAN AND DETAILS 8. ----------- PAVING AND DRAINAGE DETAILS 9. ----------- WATER AND SANITARY SEWER DETAILS 10. ----------- SITE CONSTRUCTION SPECIFICATIONS REQUIRED INTERIOR LANDSCAPED AREA 10% x 38,854 S.F. = 3,886 S.F. Sanitary Gravity Main NOTE: ALL UNUSED DRIVEWAY APRONS SHALL BE REMOVED PER PINELlAS COUNTY REQUIREMENTS. PROVIDED INTERIOR LANDSCAPE AREA = 3,896 S.F. SHRUBS SHALL BE PROVIDED FOR 50% OF THE REQUIRED INTERIOR LANDSCAPED AREA 3,896 S.F. x 50% = 1,948 S.F. REQUIRED 1,948 S.F./9 S,F, = 216 SHRUBS REQUIRED @ 3' O,C. Water Main Force Main - NOTE: PARKING LOT LIGHTING SHOWN HEREON IS TENTATIVE AND SUBJECT TO PROGRESS ENERGY LIGHTING CALCULATIONS AND DESIGN. Sub-Drain .- Water Meter q 36.00 EXISTING SIDEWALK PROPOSED SIDEWALK 36,70 OWNER'S ACKNOWLEDGEMENT OF EROSION CONTROL REQUIREMENTS CWMC PARTNERSHIP. L.LC. By: Mark Klein, Managing Partner (~ "...... GENERAL NOTES: 1. ALL ELEVATIONS SHOWN ARE BASED ON N.G.V. DATUM. CONTOUR INTERVAL = ONE FOOT. 2. ALL DIMENSIONS SHOWN ARE APPROXIMATE, SUBJECT TO FIELD SURVEY. 3. ALL EXISTING UTILITY LOCATIONS ARE APPROXIMATE, TAKEN FROM ATlAS SHEETS "AS-BUILr' PLANS AND FIELD INFORMATION. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. 4. ALL EXISTING UTILITIES SHALL BE LOCATED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. Ti 'TJ '-:0 5. THE CONTRACTOR SHALL NOTIFY ALL AFFECTED UTILITY COMPANIES BOTH PUBLIC AND PRIVATE, 48 HOURS PRIOR TO COMMENCING ' CONSTRUCTION SO THEY MAY STAKE THE EXACT LOCATION OF ANY AND ALL FACILITIES THEY MAY HAVE AFFECTING CONSTRUCTION. 6. THIS SITE LIES WITHIN THE CITY OF CLEARWATER SANITARY SEWER SERVICE AREA. ....:~ 7. THIS SITE LIES WITHIN THE PINELLAS COUNTY UTILITIES WATER SERVICE AREA. ':-...;, = = '-" 8. ALL STRIPING, PAVEMENT MARKINGS, SIGNAGE AND TRAFFIC CONTROL DEVICES SHALL CONFORM TO F.D.O.T. STANDARD INDEXES - LATEST EDITION AND FAC. 14-110. 9. A PINELLAS COUNTY RIGHT-OF-WAY PERMIT/UTILITIES LICENSE IS REQUIRED FOR ALL WORK WITHIN PINELLAS COUNTY RIGHT-OF -WAY. 10. ALL HANDICAP SPACES MUST BE CONSTRUCTED IN ACCORDANCE WITH THE "AMERICANS WITH DISABILITIES ACT." THE CITY OF CLEARWATER REQUIREMENTS AND THE FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION. 11. AT ALL INTERSECTIONS OF SIDEWALKS AND PAVED AREAS A RAMP SHALL BE CONSTRUCTED IN ACCORDANCE WITH F.D.O.T. INDEX No. 304 AND THE FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION. 3 2 1 No. PER S.W.F.W.M.D. REQUIREMENTS PER PINELLAS COUNTY AND CITY OF CLEARWATER REQUIREMENTS PER CITY OF CLEARWATER REQUIREMENTS REVISIONS COUNTRYSIDE WEST MEDICAL CUNIC LAYOUT AND EROSION CONTROL ,PLAN CLEARWATER PREPARED FOR: CWMC PARTNERSHIP. L.L.C. MR. MARK KLEIN. MANAGING PARTNER 2040 N.E. COACHMAN ROAD CLEARWATER, FLORIDA 33765 Phone: (727) 441 -1951 PINELlAS COUNTY NOV. 23. 2004 APPROVED BY: T.G. Radcliffe FLORIDA DATE: DES.: DRN,: CKD.: SCALE: DNC, WTS -<< S. ~OVERAS - FL ENGINEER'S LICENSE No. PE 8508 FL SURVEYOR & MAPPER LICENSE No. LS 1762 SHEET 1" = 30' JOB No.: 33284 & STEVENS LLOVERAS BAUR 3 OF ENGINEERS - SURVEYORS Phone: (727) 784-3965 HLB 0000208 29228 U.S. HIGHWAY 19 N. PLANNERS Fax: (727) 784-8153 CLEARWATER, FLORIDA 33761 10 CONSTRUCTION PLANS JOB No. 33284 EXISTING 6' HIGH METAl: RAIL FENCE ) I I I I \ \ I \ \ \ \ I SECTION II II A II 21, TOWNSHIP 28 SOUTH, RANGE 16 EAST ;(~"v ,.r:t:~~ /' I 1;///1 frl I)~ 1/ /+:/ /~ /~ - ~ "-- ___ ~ ----------------- =-~~_=-_=--=---=--= --- I' /"" // \ /iI' 1\ ~'\ <~./cV ; I ) )" ::-.-.r ~;:~,,"-y --- /......, I I r)1 ~ I I I i ~ "" +~A/ 1/ / _ - - _ _ - - -25 - - - - - - _ __ _ -26 _ / / / ...-- V I \1 ~ \ / I I ;;." ? ~/ / '/ r!.. _'2.1 / 'I' / I I "" - / / / - - _ - - -- - / 'b / ~ x '- " I I -- '/~/ / --- --- I I \ ~ ~ if I I .I 'b / I ~ - - - - - - - ,- - - _ _ _ _ - - - -- - /'1,: I \\ \ 1/ ~// ::;.--- ~ ---- I It: ] '1,: L / - - - - - -, -- - - / /' ,........ / I P-~0 ./././ - ___ ---( "" \ I It! I I / / - - - - - - - - -- - - -, - / ) I \ '\.. - Jt' I' ~Y:/./::;,~_Z'------ " I \ IlhllJ illllt/ /. 1/ /1 ...-------27---------'--------------------SOO.03'53"E (P) ..---./ // l r \ ---"-"\'-~_! / ./ -'''r I) 'II 7 I I ./1' / ' . - - -- - - - - - - - 1.." "'-9 ./" I --:.,~~;:"--- 7 '" i I ;///,) )1/11/ 0 I No 2 (-----/ _--------------28------,----S.00002'44"E.(M) /-/ ,,4:""--- I ~ ~\ I ^~ .--? / '" I I I r 7 I · .. ...-- - - - - - 25 00'-- - - - - - - -29 - - - ../ /r x \ I> I /' ~............'L ~ I I I ' j /1 I I /1 GRATE EL. = 37.92~~- _ _ / _-:!:::-::..:::--..:....A-=........A--..=!!---..........---------"" . __---...~~_- - . ____ ----:;'-/ ,.......I \ \ ~ '7 -31 "" ~', -----., I I ~ '/ /111 I I; INV. E. = 34.49 ~.J!=-,;!-- PROPOSED 8" -....A---^--=---_::;.::::-::.....A.-_....A.--=-::A..._--:::JC:_::::JC::=...x::::=....A-_J-" ___... GATE'! I oJ. "0 I I " ' , S.89.34'19"E, (P) I I)' II pi I" I ~ /INVi-, W. = ?~~~~ ,~.... .--J'o---J>r~ __ -30 -RETAINING CURB~- '- - -- --- _ _ - - - - - - -31 -- - - -....... ___ --- --- '- I ~\ \ ~\ I / '-? ::..s..,a.g033'10"E,(1 ;011, /+ / /' - - 23200' --- - - - - - - - "t I -- l I I "" ~ I 7 \- ~r4'17: ! ' / I ~"""-f-t <, f "/----- /' - - - ~ -~-----=-- - :.... - . - ...:; ~ "" - ';. ~~:- -- ~ - - - 0 - - -- ,,-==---" -- -=-- ~~-",-=-.,---'\~ \ - ~I I \ I '" "" " Jt\ ~\ i // ;.i /' /iF''Ji"ft1:!a: / j CHE~kv r/ I ~" 0 >>--~ ~~~N~'N~ ~~~~E~ ~ ~ - s::~ E - - 6" 0 nl -33 - ~5:-0 ~-ji 14':- ~-- :" E -=-X::~=N~IN~ ii'~iE" " ~I~ ~ ~ \ \ \ : '" t I \ I " .JJ _ ..<f '\ \ \ I ~ , ~ I / ,.-/ "28 11" -..,~ 4" , ) '","" "',,, II 0 " " ~" " '\ \ ~J.B.M...: #1 "''ll' ~1' I I I I ~ /;;;4" 14 ___ -...... 33 11" 6, "0 '- \ ~ EL. - 29.30 t 15' WIDE DRAINAGE ........ "" H 4~ .L- -t- r-+ - ,,!. 1 / ...,. ./., \. -::::--- v " - - - /'11~ II / ,,23" '\ \ ~........ I I AND UTlLl1Y EASEMENT - - b.. I) r \ \ \ I I I ~ r ~'i,}1 4 /~ ~ ( / ,- -,"~- ./ 10" _ /' o,,~(() ~v 4" of,. " ~ \ 1\ ....... EXIsTING C,B. PER PLAT '-. I r'\ \ ~ H I~ ( I I "' A" ~,...~ '(~.~ 016,...~ ..,t>. ~ Xl / 6, " \ \ \ \ \ TOP EL. = 29.30 / --- I L- ~ 'r( 14", 9"1 f! ; 1 f ~ I ;)8" ...,~ ~ 3" / ..,0,,' l ~ S.89033'10"E. (M) '-. d I I INV NW 2257 '-.... -J6 __ D Ii ~ \ I \ ~ ; I /1/1/ Ilrll/ I' 14'10 I / 1;)9 ;~f:. -""~"" '\ ~" .0() ,r7" 00 7'~ } / - f- "" '- .:;-- ~ ....S.89'.34'19"[. (P) ~- - ;;- L1 0.00' ~- \ \ \ \ I I )NV: s, .==22.95 1/1\ ~-r----"" " ~ I I \ \ 'If II / II~ " ~ / ;?.." C rr _ "\. =n 0 a~/'./ 0". H:". 0 _GATE 09 ^ \ --r \ I UNUSED DRIVEWAY SHALL BE /~ / ....~ I 11-'1\ 1\\ \ \ II {( ~. I 18 10, V I I 0 ~j' t I' 4" o~ //' ':-"T!r' ~ -- - -........ - - \ \ \ \ REMOVED AND RIGHT-OF-WAY SHALL (' II \ \~I L \25' \ \ III \ '~1'3',1 ~ I ~ I I .... 5" 5" ......." " - ~ -;~. ...... ....~.tr 6,4" /" r- _ _ ~" ~ -"" 7" 6" L~ -r--.......... '\' fOv" \\ \ \ ~ I I 'f>( BE COMPACTED AND SODDED PER J5 l I ~\ l, ~) \ \ \ \ \\~'- \~\ ~ ~ \\ I: ~ '" 1~(" R.C.P. <<>> ~.48"- \0 tk- '\o~ ~ ....... -=,' ..... -=~~. ~~ _ - r - ......R.C.P. '0 0.28" "'I '" \\ \ I \ \ \,1: II 3 '/~ r \ f I " - - - "" \ f .L' \ \ \ I ~ 1\\ \ \ ) I ~ v, .... --- I ,:;--SUBDRAlN /" - ......"' 0 -.0- _ - - - I }. ...... I I "' I r,kJ 0 / I ( "\ \./ i \ \ \ \ \ \ , ,'..1 ! ~ VI A 3 ~ISTlNG / I NY. = 34.47 #. CJ ~d'.''''a .18 ...... " .18 \ \, ~ \ \ I I z ~ o ~ \ \ \ \ \ \\ '& \ 'G> \ \16", 0 ~ ~ \ \ ~ I V7\~l\'t ! 8"6,5" 14" CONC. WALL / II 4 i" " ~~ - ~ _ .=1 .. . 15 1; _0.40"~...... \ \ II.' 't,. f I:, I GRATE EL. 37.92 \j ~ \ \ /---35 1\ \ \ \\ \ \ \ \\\ \\~~ III \ \\ \ J+,6" 7' i~~ 013" (\ / I "-. / ,:0, 8 ~~ r;~~1~8~ ~ I - -I To-S"S/D- WO~9". 5,,-4-(\ ,~\ \ ~ 8 I \ \ \ ~\ INY. w. = 31.92 II ~ \ / ~ I \ I \" 1\ \ \ \\\\ \;\ \t ~ ~, \ \ \ l 1,\ \ I l' II 4 ~14 en t V~I I wi RAILS 7;r -- '\ \ 10'SUBDRAlN ) j 0 9 ~ "'/1 L -1 \ \ \ ~ ~ I / l , I I / ./......." '& \Jf \\ \ \ \ \ ))( \~ ~ \ MI1ER~p END X 9" 0 / I 4" ~ I ~.~ - '.t> -- INY. _-_35.07" t \ .~ ~ \ \ ~ I ' /1 PROPOSE!;) 4' WIDE f3" THICKll~ 11 ~ I I (./ \ \ \ \ t\ 1/ III \\\ \\ \'{ 'SECTION \~ \\\ .// ,1 / tl' l , U ~ ~ ill1tltlt"-EX\STING U "" -- '4 ~ '- \ II \ / 00 I \ 1\ \ I I CONCRETE WALK FLUSH WITH I , I I ~ \ I '06" I I I I \~ '\ \\ \\ j/\ " /"" ~"""'II' b': " / 'D'6~~ I'~ EXISnNG . I w600 ST PS ~ -- ",r-- ,~~ / ) g I I PAVEM,ENT I I ~ I I / ~ ; ~I "\ "\ \ 1'(0 1\13",1 ; I 't.\\\\ \~ \\ \1 I II \ \ I .111 ' / 7'~-:-"1~711' 6~ 6" ~ b - -~~:"9"'/1 I .~~~~~ci.l .... ... -J~ - --- : '-~I -7t ~, I t- \. /' II I ~I ~ / I !z II / I I . 1'0 ,,'\\,... j \ I I \\ '\ I A \ I / M ........ J: ~(",o --r - - - - - - - ~ ~ I \ 1 ~ / w l I : I I ~ ~I \ \\~ \ ~ ; I / 1_/ \~ \ "I I \ I ~v~~Q~1.20 "- _/ > /' / ~C ./1 9'~9~ct't1 'j ,J.ro.WEST...!;;'~J' J L..~ JJJI J, -', ~ / I~ - ~ -- --I- ~ \ \ I ~ ~ ~ I I \ )1 I ~ I \ 1~\ \t\II:;ill) ~\ ,I I I \ i' ~" / (II (( ,V:f ':f ':fl ':f-.... ~ ':f ':fEXISTING ':f ~: ~ \.. ,...-- \ I I \ ~ I ~ 0.. I III III / I I I I I \ ~ '\: \ ( ~ ~--- \, ,\ I \ I .111 / - _ 9~fiJ ~~ eJ~' ~ ;J t3-;J e- k {J;Je-;J {J (J11i;J CONC. e-;J / . : 0 \ ~ Y V' \ \ ~ 1 ~ ~I I I / I ~o \ '\ \. ':1: /I oi'\ ? LF - 6" FILTRATION I 11:"..11 I I -- - 1,)9....... ~ '? 4> ~4> ~ ?J '1 ,.g> '14>, ~ \. 4> ~~ "? -- - -4> ry 7 ---: -0 '- -, /'" \\ ____I ... 0.. ) I I I ON \......... \"'0 ~J< N-..14~' 0.", , \, I. I I [ -..:;-' -J,.g>~ - ,.g>,.g> ,.g> ,.g>,.g> "',,.g>,.g>-' ,.g> .. en -- J7 ~ I / "\.. I, t /TOP EL = 3090 ~ / I I I I ~I')~ \/ -...,/ \~ -~d" \ ) I ,~UB\DRAIN.O q.27" GRrr--......... I J9.0Jtp 1an'1511, e" 1/1/ --_ .......-J8...... \:r I I ,,------' J--,,~_ -, \ I \ \ I~~I I NY. E.'= 24.36/ II II / I I / I I I ~ ". ~ I \ 't 1 ~ g,:> \ ~ Ill} \ \ \ I 11 \1 I .........~. ~ T . / ~ / /11 I - - - - 1""::::: - r- ,-:.=-. ~ - -===- I \ ). '\ ___ - t --- ": /...... f' \0 ~1~ \ I I ir I I } I I I zG1, 1\ I w~~ "B~yl \ \ ~I I / II \,t/ / I , .f::J- ~9.o?~.... '4:XISTING 3' HIGH / ': \ \ \, J B No 5 I / / / / / j I ~g~ i~' J j/ \ I\.: I. 1\ N i ^ i ~ I '. · \.i~9~~~r;' / 1.1 ( r t r.z;1 '....~I. II 39_SZ~ \ l;,oNc. WAL~ / / J - /~ ----t t' .-i\ ~JROP~SE~ \ II ~Rl~ EL =3;.15 lit' II / I/:) I I t:::-li1'-r-~5"D~Ll-LI-7~'\ ~fj:/12" 12",10', XI '!>9~09~C I I 'Ij ~Ar~,"rl. 39.09EP \ \_-~e/ .// i q/~*-/ CROSS'fIAL~ II I~~ l~~:~:~'~~:~~ '1 /1 1 I I / (SEE SHEET No. 7 FOR DETAIL) I '\ ,\ \ { \ ~ il SAN IT ARY OVER" L I/.,I I , \ ,I ~ ~ :,.~ - "j "j \ \ \ \ \ I \ / EXISTING (B ~ I II // / / /! / ';' I! 2~''I~ ) ~ \ " \ \~ \i 7,,~1)! f~U'f3:Qrff.I,~~~!. ifF ~ ~ 1;( t I flll, . 39.0SEP 2 STO~;FI~fDI~~L - j ,'1:'1/= ~ N 111 "'S' "' Y ~ 12J- '- 1 :"R~ KJ : \ / / :~ t:~ ~t~~s /~ Ii / / I 1 I I I I} \ il (I /, /r&' I~: ,~"'fl';;; SANI1A.RX I.NY'_~' 3~.8.61 ./~' 1.9'./ I. J \ '24' 19' I.' 39.55BC&WK ~l~ ~I)~J II 0 0.2~" GR. \ \ \ I (T10 BE CONVERTED TO/ II III f;;; I I I 1/ MITERED t.-NDf I J t,~1 I' SUBDRAIN,,1NV/~co 1r)3.95 /"3 ~( I. I ,I I ''6~~ F.F. = 40.00 WALK FLUSH ~y P '. -"+:~43~ ;; ":'" ~~I, I I \ \ \ i,12: JUJNCTION BOX) / \ , I I 1II1 . ., t 'I / I ~ rr;12" 110"CL. =; ,.3r.,/f /Yj..,. "> -/ ["'" I \ ~I~ I " ~~.$V- \ WITH ASPHALT : \110 N Li'! \ \i1 I \ \ 1\ II / / 1/ '1 '1/111 I SECT~ON r,/ Ii \r- II 1/ (1// I,AJ y; ~A) -'" Io)-:r_--v-~Q:" ._~....J~-v.=-~---~""" J ~~,~~IOC<7' '& TRANSITION FROM ,6" .......: ~t J ~ ~ \;:'! I j \ 1\.., \ ~, // I I CX) I I ( I INV - 2791 'Y ) I~ \ I I I I / USE SOLID PIPE UNDER~ - j~ -:>7 ,,- ~ -.. - c:\~' \ EXPOSED FACE OF ,,~ I g. ~~YJ ' \ \ f I \... I' / III ()) J I '" I I I' , - /o" V '"> i ~ T--- -L ~, I !)J I ( ( DETENTION AREA - - - - - - ~ -..... '- '! 1\ \~ r <<: J 38.94EP WALK TO FLUSH : I ,Y' ~ ........CEDIl.R I \ \ \ I ' EXISTING 8" PINELLAS I I I I / I TEMPORARY DISTURBANCE AREAl (~ (I ")"J I \ : 1-+/1 I 11"1 / 1.. I ~J -'j;1.7j/ j" - - -J4 -- -.... ~ "\ \ -......-. ":""' ""'II J9.44BC&WK '-. / : /:~Wl( k~' I CLUpTER ,~ \ (J< 11\ I COUNTY WATER MAIN TO / I I ~ I (TO BE RESTORED TO ORIGINAq f I \ '0-;7 (I r /; / \ I I I to,/.. ~ '" WALK FLUSH" .:..0 / ~,...y /' MATCH EXISTING \ BE LOWERED AS REQUIRED ~)!{ : 2l~? JnONCRETE'RifBLE /~<~~li,kri.;/(,J9" f~ tl~f //;~i / / 7 MRri~:~f8.~ !~i~~~~ I.' ~~~~~- ~VE~NT~ ~~~ /~lc/~- \' ~1~1 ti~'- ~~~*I 1 L ~~gf~!:CE /1)\ l ;! /OVERFLOW// lC8u::" 111/ I' ~ETENTION-r~ '~~TO-_~~ 0121t'f-~.. .. '\::sr"'~'1 1\0, \ \ \ ~J\. x~ " (..! ...f~~ \ r\ I ,SIDEWALK 0 ~ c I I I ~ I ~ I 1/7 0 I No 1 (SEE DETAIL SHEET No, 8)1 I' \. I - -' 0' j'/, ~ ~r I~ .....,.. -+- ~"l - ~\ ~"l \r- \ \ I. Lo I Ql C) 0 ~ /' I I / ~ / ~ -=-3:--=-.f') I ~/ GRATE EL. = 35.03 ftt~ I / /GAAi EL. ::: 37..9~ ',r / ---=--=='-t9 ~~.J \ ~IJ'-. - -t - ,.-311, \, ;t<~~ ~<s'tf, l~ \ I ~ ~ \ ('I ~\ ~ '\ \ \ r.. ~ I' ~ '6>, ~ " ~ \ \ ~ II~ ~ a:: ~. ~ II/I G5 1 ".-"- . -'!c::.::"--f\ V"3 INV. W. = 28.00 f,'" I /lllr~~. Wi,= 3}12 f~ / -'~6&~ ,II I I ~. ~~/ ,,'7,l ~ ~ ~ ,~ \ ..... -\---- I~I \1 -!z ,:1:' .3: ) 1/1 I/ff / INV. E. = 29.00 # 1 PI/ 1111 53 LF -.18 I 1.",-- - I! / ,,2. l ~ ~ I \ ~ ......--{.- ~ V' :-. ~- C C. Cl!I \ 5" ..,,~-\- \ If I ~~ .//' 0 Z ~ I Ii 30" 'DRAI~AdE 'EAk~MJN+ / II) I / R.C.~. 0 P'fO"~RI ---'--~ on' -" I tl(,. ~ - L~ *\ ~ l'l~ ~ JJ ,_;;;r I \ I I I u~ ~/ 0 0 I I I /11 1I1I 0 I f PER PLAT,' ,I I~ ,I i I I / .II'" I II I fI 7 II J ~S I (JJ~ /' , ~. ~ I 9 12' 5' 12' 4" SWEETGUM .~ ~ \ + ~\' A ~ --1 \ \ I I \\ ~ /' m <( I- ~J I J ..........' III I MITERED END I I, I;:X!STIt-JG .M.E..,S. r -I h -r- - . V ~ ~ 18"0 .. ~ )-:.::,.. "f" ~ SUBDRAlN I L I CJi / 0 :r: I I ~ 1 f .......... ~ / f I ~ I -' I I ilL II NYH!= flY) ~ __I I~ ~ ~ ~ .fil 7 - ~D~ e.c- 8"ST~ - - == ~ ="'-"lD =..=,;(~ - - - ...... --=-,~ ~ ~ 8"S/~ "'"~ \ ,~- I NY. =.- 36.29- -1 \ I \1) / 0::: C) I I~ ~3:1 / il I I ISECTION- 1)/ ( 1/1 I,ll. L 1 \ 11/, ~W~' ~v.. ~ I ~I r\.. - - 0.40" -EXISTING 0,1. - y1.11",\\\ ,..5ft J9.0S ~-- -- \ ~ \ \I! / Z 0::: \~ /.:: / r I I I ~ I " 1..,/-11 EXISTING D,I," ~t> fl,.' 0 .~. , '-SUBDRAlN GRATE EL. _ 38.63 \ _/ \ I d\ \ ~ ,I...L lL / W ~ -' "'- II \ ~~ ~ ---' ~ ~I / I' I I 1* INV. = 33.01 f/I I I / " ,;' ,rl I I J GRATE E:. = ,38.26 ~ ..,0". '~ L INV. - 35.07 INV..:.... W..:... ~ ;g>.2\9 - ~\ \ \ t SUBDRAlN . '.\ r1- 1 I I I :J Z '0 I / ..............--:::--~-....... hN I ,/ / / /1/'t5 LF - bit FILTRATION 1/ : IltJ~~ :~~:~. ~ ~}~~ ~ ~ 7'/1 ~,I (~--J-~'- O........J -" -i\ II \\jINY. - 35.72 \ ,vln \ T-- I ::)'6 ~ "- b 0 I '" II y.UBDRAIN <<>> 0.27" GR; 1..- I : I I I I ~II \ I '~t-- .==l I ,,-l /' - I I I ( \ ~ ~ =-.J \ , .- \ P L I ::E / \1 \ ~ g I l II III (I ~. 19" B1y (I if I ,I I I' I 1/ t! / J, t SAN IT ARY JI \ .. I ,1,1- I ,~ ~o \.t ..; I -3 r - -tj 1m I I I \ 110 I'-.. - I-- \y ./ 'I \ \ fl,.~'t I \ / / 0 ~ , . I r I. I 1'" CLEANOUT, / I '. , , I. . I /. ~ I I , 11: '0. - ~ I I ' I I I I / I ~ / ~ \ I \ \ 'I> I I I SANITARY INY = 3563 ,I N'I r -l-- ..,...- -+-- If"- It) ~ I MATCH EXISTlNGI\ / I I i ~ 1\7/ ~AG707IAJ I \ I ~ Gt\ \ \ \~" I \ I I STORM I~. ~ ,,33.09 \ I (~:g,/J _ ~ --=- - -- - -\ ~,~....--IL ---........... J ft. -11~ \ ~99~~<cC ----fr \ <>/' SlpEWALK 1 l'to I '" / , I ~ I , I I I I I ( I ~ \ ,~\ \ \1 ~\ 't. CL. = 0.8 r.' ,III \ 1 I Jf";N,cn ...J- ---; - - ......1 --'-I -I -~-~ I ~f- t-n~'''''''''-- ~\ y \ '" \ \1 I \ I") WETLAND JURISDICTIONAL LINES I j \ f ( J , I \ \ \ 1'(.. ~ \ \~. \ \~ ~~\ \ \ ' 1~\6RETOEP~TSlg~ \.. III); ~ I rJ:~ CJ \ : 1 I' I 'i \1 I ~/ tP..~ ~c I / ~ : en t --- I ~ \\ ~\ \ I I ~ I I PER PREVIOUSLY APPROVED 1 \' In I \ \ \ ~.... \ I I \ I \ \ . - \ 1 \ / d0 ocr ~ , I ' \." ,I " ". .J I ~ \ \ \ I I~ / PERMITS. WETLAND AREA WITHIN .' I \ f I) \ \ \ "--= " \ I I ~'3~'t.~ \, \ \ \ 'I AREA,/. / ~' 1/" ~ ~ I' \l~ I I I '-.1 Yl ~ ""; I I I tJTlI I II 7J,,? . \ '\ \ \1 / PROJECT BOUNDARY = 0.11 ACRES. " I \ 19" BAY ~ '\, Ii 0~1J~,\ \ \ ~~~T~G33~4~S' (SEE D;'"AIL S,HEET No. 7;) ~ 11," \~. r4 ~ I I \ I I ! '"" '-!I I .1 [\" I 1, ,,'.... ~ "Oo~~ec l~ \ '\ I \ ~ :\: ~/ / I / ( 1,\ \. ___ ....... . \ I ~ . I \ \ I\n 29" \ \\ \ " t I I I ::P ,II en --r II \ I 1 I I I I , ~ 'i"'\ 1 l ) \ I ~ \ \ \ I \ ~\ I I /1 I / I / t ~ '1- ,~. I~ I . ( '" I \ A '-.: 33 ~ - .. ----- -- "" c~\9 II / .. v! Y \ ~ \ I / I I ":>~/ / I / 1'1 I" I r I \ . I ~ 1 ~ I I \ \ \ \ ~ "--" ~~, -- '\ I "' \ ~ ~ \ ASPHIC~~NT ~ '.P<9 \ 1/ : I ~\ 'l>, \ \~ \\~: /'J'"> II ........ ....... --.... ././ / 1.0 14" I h I 1 I I I , C ' 28" J/I I \ \ I \ ~ 35 '" \ ,,/ - ==- ~-6"S/D- \ -= - --= /:-- - - - -!=. 6" SID ~ ~....... --- -- ,0 \ ' \ \ / I 111 1 --- --~-- ~/r/ I JI I I I I I '/ I 511 t I I I I -...:: ~36.1i \ '-:!O - /~ - -r 040%,- 04O:lC -~...... ~ /' 1/ I (0 \ \ / ~I / II - -- ~ ------ - / / /~" 08" I I'! 1// I I ~ ~f\ i, h Y I / ~5" I ,I' ~ I 37 =:-- - -~ 1 >\'-S ,. / / '/' P - - -............ '4' HIGH \ '\ II I ui"O\ \ \ ~ A II. II / II ""~~ ( -=- -::7""'---:: - - - :: ~y" -- - / fl/f ~ I ' /~. { 1/.. / / / II J ~ I r /~I I, _ _./ \ '- / / /{ (CONC. ...... ~WOOO FENCE 1 \ II PPILT \ \ \"4 \..'\VII\,-\ I ~ :--~-..:::~-~-'" /~ I I i II : (. f/ /~/ /f // ./ j \)1, / - ~ 39 '~,X,~ ;; )/; ; )t/~ ' ~~SJ''':tfTH' 1\ SUBDRAlN\ ~ \ \ \-+ ~ \11:; : ~ I / II' 1\ , G /~1 I ?23"t 11/ ^5 /.I ~II"'J/ / II II /~ I ( I '/'l~~ ./ ~ g~ I I I l' I -4J_ 0 IASPHALf~ \ tGA ~ \ r.\1~ I I / I EXISTING 5 HI H / q I / / / /;.;.: / ~ I <0 I I --r !V ~ ,/ (l ,r I \ I ( I I I I .r--J " Xt.:" I -1 J l \ ,:, (1J ~ I I ./ / META,~ ~IL :EN~E~_ ~ 0 /0 /' 1 /I,~ ~~ /y ___;:.;:. -/ / ,dS.?.::. 1.,,/1 / _ I '- ~4' I pf~ ~ !!- -boLL _ L ~ =-_ __ '~ ......,.. \ / 1 I 024 i 11P . r.~. \ ~ / I P-:,~ \ r \ \ l \ \ II I I ~ EXISTING C.B. ) I 7 /7 // /~'~ "~NC. 1~/:vONC. W~ ~...-/ I N.89028'13"W.(M) ""-~ ~A } ~--"--,........(' 1- 3 ~~<8 -",,- ~J I 11- 34200'~U;-L~ ,,-~ ./. - \ \ \\>- I\.~ TOP EL. = 35.73 / II I / I~' f-~!J%~~/~- -J~~-Jw-~r--r- N.89.32'34"W. (p) - -'"\ (\ I //~~ //1 4 ~ ,,>~~v ~fJ"O~~~--_':"----~~~<..> ",\~, NEW 4' ~ y~ I r, INV. N,:: 26,64 / I /EXISTING 5' HIGH ~ ~ ~#( ! '/ I I ::,1 /1"./ -v---v-f-v---y-"'-<--:-v---v---v--~--v---v-- "-. ,,:l1/1, 9" q~ ~ - -42 - ~....~o~ 1 .J 1'\9 ~.........- I"""" - ~'!!b !8 /B \ \ CONCRETE~' '-28" \ 1 \ I INV. S. - 29.36 / III r CHAIN LINK FENCE . .J/j/i,:J ~~'~e ~--t _ T - _ ~ - -- "" - - _ .... "0 '\'-- b. r- ~~. J-- ~ -~ I-L -~- - ,I~ ~ , _ - - .L....L 1_0':: ~ ~ WALK '\\' I 1\ \ / II ((f\ / ~ z;;if/~'~L ~ ' _ ---; t - EXISTING-M:C:.S:- _ -J8 - _ ""....... ~\ I ~ / (l I ( vl ( (l ..,. '" ~l\" ~"\ J : I SAW CUT & ~ I \ 't:XlgTING 6' HIGl"I / /,,1 / 8~'/# ~ t~ ,/ IN~. /~,..3 ~;- - -;;;1Nv:- ~ 3c2J~4 - - __ "" '- ,t\ I ) ~ ~Ol 0 0 . ,\\ '\\ \. \ III \\ II MATCH EXiStiNG I y/ I WOOD FENCE/ jl.J / ~/; f,/:{I II l';'~5"D~ y35 -- - _ --_ -....... '-, 0 ~q ~ WV ~ ~ \\ \ SAW CUT ~ / ) 1\ \ . \ co t.; I~ ~STING I f I I~~. . 14; I I /."r ,,/ ;/ /"- _______ / ..:. - -/z.-:iJ- - "J _ --- __ - - "\ I J ~ () c.:>:;; () ~: 8 I \\ \ ~ ~ &: MATCH \ ;i \ I \ I I \ I PAVEMENT '" I ~ONC I xli 4)~.;f MAGNOLIA"L '""f'/ --- 4 -""- ----........ I I I \ ~ II ~V \\r \ \ \ I \ II f I \ I EXISTING DI ........ J J'l vi " , / I I 1/ I 1/ 01 ~ / / ...... ) I ') ^ EXISTING M.H. tn . ~ II \\ \.... \ EXISTING / ..,~ II INV. E. = 33.~ ~ ''h,.;!, I{)I j / I I I Y/ /' / ~EXISTlNG OFS ) / / I J / ) 11 VI II RIM EL. = 40.15 ~~ ~:> I ~ \ \~WALK X I I I II // \ \ \ \:~'6'}f!~~ /1 /~~51lNg~6GE \ Tr i (( J~: ~~OATf~~8= 37,28 / 11/ 1/ (/18" In. ,I I :~~:~::: g;:cij ~~ I 1 \ ~\' ~ /' \ 24" 0 \ \ \111, III{ // II / I ./ / // /;1' Y fiNE. THROAT INV. = 37.33 / I I I / VI INV. W. = 35.11 1 \ \ \ _-1.-..01 I I I I/+;j / P /f/lltYi /. 'I 1 I J SW. SLOT INV. = 37.28 ~ / / / J/ I " EXISTING NORTH BAY COMMUNITY CHURCH- \ l """"- - RETAINING WALL- ..-J I / j EXISll~G S' j,GH I d:.+ /,;71--;j;:!~-<dXI/n~G tl ~ \ i ~t SNL~T =: 3l5~13 //(/ ////// <i, /' I ~: 'I~~ I ~I A (k \\ \ ~I \ \ \ ;1-: II /11 III CHAIN LINK FEN~CE- -~;;'I /lllj~o/~:/1 I / /' \ ~w~~f r 11 II \ / )<' / / // /~I ;' ~II \ I '\ EXISTING 101 'vfl J/"'''', / '"" \ \ \ \...11 // II J I / I I (" /. ---- )!J I f I I /.1' / / 1 \ \ / / ,&,,1/ ~r 'LiLT B M #2 0~~s6~~~Y z t "./ 0 24 , 23 ........ I / /~ I J!I I 1---::; ~3~_':->)T' / / I I "J'" / / /' ~ I \ \ EXISTING // ./ /~ l)~ r/ I / \ I I IlIIp'EL..:: 40.15 BUILDING ) 8 I I B ---- \ q--o \ \ II~ 100' / ("3'1> I /:~__~4.._"'-)1 11;'/ I \ \ \ DETENTION AREA ./ / / .' / '^ I / ,I I I I \ ~ 1111\ I ~ _ I I I I ( /' 1/ /1 / ~ /' r \ ./ / ./ ~1 ./ /' /.....),{ ':fl I \l ~ LOWEST FL. EL. = 43.83 EXISTING \ II \ I I r- I A / II" -r?~')::-- / v / I \ \ \ ././ / /,/ / / r"~6b I \ I J EXISTING COVERED AREA---'I I GLT I ~ ;\:\ \ I ~ 1 I / I I 1//1 ,..I';'/./::~ / 7f / ~ \, I ././ ,/')'J./ / / / ~/ ! '" /1 ',L COVERED AREA V /./ \ 1 FH\ (.(~~);':1 I / In \\l // ,~::......-.:. 4':. /Sf ,\ \ \ \ \r.. ,/ / / / /./ ,,"';/ J t , I \ I II II 'J' " ~ I \-.: lA, I J , / :1 N GENERAL NOTES: 1. ALL ELEVATIONS SHOWN ARE BASED ON N.G.V. DATUM. CONTOUR INTERVAL = ONE FOOT. ~d'l ~~ 2. ALL DIMENSIONS SHOWN ARE APPROXIMATE, SUBJECT TO FIELD SURVEY. 3. ALL EXISTING UTILl1Y LOCATIONS ARE APPROXIMATE, TAKEN FROM ATlAS SHEETS "AS-BUILl" PLANS AND FIELD INFORMATION. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. II I 0' 10' 20' ~__1oOII SCALE IN FEET 40' I 4. ALL EXISTING UTILITIES SHALL BE LOCATED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 5. THE CONTRACTOR SHALL NOTIFY ALL AFFECTED UTILl1Y COMPANIES, BOTH PUBLIC AND PRIVATE, 48 HOURS PRIOR TO COMMENCING CONSTRUCTION SO THEY MAY STAKE THE EXACT LOCATION OF ANY AND ALL FACILITIES THEY MAY HAVE AFFECTING CONSTRUCTION. 1\ I 6. THIS SITE LIES WITHIN THE CI1Y OF CLEARWATER SANITARY SEWER SERVICE AREA. 7. THIS SITE LIES WITHIN THE PINELLAS COUN1Y UTILITIES WATER SERVICE AREA. 1\1 I \ 8. ALL STRIPING, PAVEMENT MARKINGS, SIGNAGE AND TRAFFIC CONTROL DEVICES SHALL CONFORM TO F.D.O.T. STANDARD INDICES - LATEST EDITION AND FAC. 14-110. 9. A PINELLAS COUN1Y RIGHT-OF-WAY PERMIT IUTILlTIES LICENSE IS REQUIRED FOR ALL WORK WITHIN PINELlAS COUN1Y RIGHT-OF-WAY. 10. ALL HANDICAP SPACES MUST BE CONSTRUCTED IN ACCORDANCE WITH THE "AMERICANS WITH DISABILITIES ACT," THE CI1Y OF CLEARWATER REQUIREMENTS AND THE FLORIDA ACCESSIBILl1Y CODE FOR BUILDING CONSTRUCTION. 11. AT ALL INTERSECTIONS OF SIDEWALKS AND PAVED AREAS A RAMP SHALL BE CONSTRUCTED IN ACCORDANCE WITH F.D.O.T. INDEX No, 304 AND THE FLORIDA ACCESSIBILl1Y CODE FOR BUILDING CONSTRUCTION. DROP INLET GRATING NOTE: GRATE INLETS WITHIN ROADWAY SURFACE SHALL BE OF HS-20 DESIGN, CAPABLE OF SUPPORTING LOAD REQUIREMENTS OF 80,OOOLB FIRE TRUCKS UTILITY NOTE: ALL ON-SITE UTILITIES, INCLUDING ELECTRIC AND COMMUNICATION LINES. SHALL BE UNDERGROUND. DUMPSTER NOTE: DUMPSTER ENCLOSURE SHALL BE OF SIMIlAR MATERIAL AND COLOR AS BUILDING. NOTE: ALL UNUSED DRIVEWAY APRONS SHALL BE REMOVED PER PINELLAS COUN1Y REQUIREMENTS, EXISTING UTILITY NOTE: ONLY SURFACE INDICATIONS OF UNDERGROUND UTILITIES HAVE BEEN LOCATED OR SHOWN HEREON. NO EXCAVATION WAS DONE TO LOCATE OR VERIFY UNDERGROUND UTILITIES. NOTE: THE NORTHERLY EXISTING DRIVEWAY CONNECTION SHALL BE COMPLETELY REMOVED AND THE RIGHT-OF -WAY SHALL BE COMPACTED AND SODDED. NOTE: BENCH MARK NOTE: ANY EXISTING SIDEWALK PANELS OR RAMPS IN FRONT ELEVATIONS SHOWN ARE BASED ON COUNTY BENCH OF THE PROJECT SITE THAT ARE BROKEN OR DO NOT MARK No, 983 "DUNEDIN H", EL. = 58.173, NATIONAL MEET A.D.A STANDARDS SHALL BE REMOVED AND GEODETIC VERTICAL DATUM-1929, UNADJUSTED. REPLACED. r rl , r; , ~J t, L " , t',! 0" ,"\ SYMBOL LEGEND TREE LEGEND ..,'''' SYMBOL III <i ~ o M l' o 1$1 - ;i q DESCRIPTION CABLE TELEVISION PEDESTAL FIRE HYDRANT GROUND LIGHT PHONE SERVICE PEDESTAL GATE VALVE LIGHT POLE MANHOLE METER POLE POWER BOX POWER POLE SIGN SYMBOL o 6 o * D DESCRIPTION OAK CAMPHOR CYPRESS CITRUS OTHER AS NOTED [:~ R 1 Ii 2005 ,', {. II' SIZES AS SHOWN NOTE: ONLY TREES 4" D.B.H. OR LARGER HAVE BEEN LOCATED AND SHOWN, GENERAL LEGEND EXISTING DENOTES PROPOSED ~B",1 OR ~B,1 '" Right-of-Way or Property Line Spot Elevation Contour ~ _24- - - 25- -- ...... - ----------- 24- - ",.----- ~25- ~I (t;\ ASPHALT CURB ",-0.1. - .::;p- --<lDe- J J- 7r - J.B. C.B. 0.1. J LATERAL - ~r --<lSe- - -~~ M.H........... WYE c.o. _ _ _ ef.l -We- --*- _ _ ~.H. ~.v. - - - - -<JFMe - - - - - - - - -<:]SIDe - - - - Pavement ASPHALT Storm Drainage --' J.B. CURB lIID~ C.B. 0.1. l LATERAL ..H.~ t. S wrrJ c.o.---P F.H. W ~~.v. - .II -FM- ...- - -~S/D- -- 181 Sanitary Gravity Main Water Main Force Main Sub-Drain o Water Meter ....I-:L TEMPORARY BENCH MARK 11 T EL. = 29,30 TOP OF CATCH BASIN LOCATED ALONG McMULLEN BOOTH ROAD EAST OF THE NORTHEAST PROPER1Y CORNER ....I-:L TEMPORARY BENCH MARK 12 TEL, = 40.15 RIM OF MANHOLE LOCATED SOUTH OF THE SUBJECT PROPER1Y APPROXIMATELY 123' EAST OF THE SOUTHWEST PROPERTY CORNER INDEX OF DRAWINGS SHffi No. OESCRIPTlON 1. ----------- COVER SHEET 2. ----------- EXISTING CONDITIONS PLAN 3. ----------- LAYOUT AND EROSION CONTROL PLAN 4. ----------- PAVING AND DRAINAGE PLAN 5. ----------- WATER AND SANITARY SEWER PLAN 6. ----------- MAINTENANCE OF TRAFFIC PLAN 7. ----------- DETENTION AREA PLAN AND DETAILS 8. ----------- PAVING AND DRAINAGE DETAILS 9. ----------- WATER AND SANITARY SEWER DETAILS 10. ----------- SITE CONSTRUCTION SPECIFICATIONS 4 2/11/05 3 2/2105 2 1219/04 1 11/29/04 No, DATE PER S.W.F,W.M.D. REQUIREMENTS PER S.W.F.W.M.D., PINELLAS COUN1Y AND CllY OF CLEARWATER REQUIREMENTS PER CI1Y OF CLEARWATER REQUIREMENTS MISCELLANEOUS CLARIFICATIONS REVISIONS RRD "tile _ WTS "tile _ CM M "tile RRD "tile DRN, CKD.APP COUNTRYSIDE WEST MEDICAL CLINIC PAVING AND DRAINAGE PLAN CLEARWATER PREPARED FOR: CWMC PARTNERSHIP. L.L.C. MR. MARK KLEIN. MANAGING PARTNER 2040 N.E. COACHMAN ROAD CLEARWATER, FLORIDA 33765 Phone: (727) 441 -1951 PINELlAS COUN1Y DATE: NOV. 23, 2004 APPROVED BY: DES.: T.G. Radcliffe DRN.: WTS CKD.: "tile SCALE: 1" = 20' JOB No.: 33284 FLORIDA ~J LLOVERAS. BAUR S. ~OVERAS - FL ENGINEER'S LICENSE No. PE 8508 FL SURVEYOR & MAPPER LICENSE No. LS 1762 SHEET & STEVENS a , 4 OF ENGINEERS - SURVEYORS - PLANNERS Phone: (727) 784-3965 *LB 0000208 Fax: (727) 784-8153 29228 U.S. HIGHWAY 19 N. CLEARWATER, FLORIDA 33761 10 CONSTRUCTION PLANS JOB No. 33284 N 0' 1 5' 30' ~........ SCALE IN FEET .- '" ~ '" "" / "" / "" / "" -v---v-/ 60' I II I EXISTING 6' HIGH ~ WOOD FENCE EXISTING :!lBy.1 OR :!lB.1 y. ---- 24- ---- ~ 25- - ------ ----- ASPHALT - - - - CURB~D.1. J.B. P -<JOe C.B;:j~J - J ~TERAL -~;- -<JSe- - -~~ M.H.-A WYE C.O. ---~-we-~-- F.H. ~.v. - - - - --<lFMe - - - - - - - - -<IS/De - - - - 18l 100' GENERAL LEGEND DENOTES PROPOSED Right-of-Way or Property Line Spot Elevation Contour ~ EXISTING UTILllY NOTE: ONLY SURFACE INDICATIONS OF UNDERGROUND UTILITIES HAVE BEEN LOCATED OR SHOWN HEREON. NO EXCAVATION WAS DONE TO LOCATE OR VERIFY UNDERGROUND UTILITIES. 24- 25- ,,----- ~ TREE LEGEND ---n TEN~RARY BENCH MARK 11 T EL. - 29.30 TOP OF CATCH BASIN LOCATED ALONG McMULLEN BOOTH ROAD EAST OF THE NORTHEAST PROPERTY CORNER ---n TEN~RARY BENCH MARK 12 T EL. - 40.15 RIM OF MANHOLE LOCATED SOUTH OF THE SUBJECT PROPERTY APPROXIMATELY 123' EAST OF THE SOUTHWEST PROPERTY CORNER FLOOD ZONE NOTE: THIS SITE LIES WITHIN F.E.M.A. FLOOD ZONE X ACCORDING TO FLOOD INSURANCE RATE MAP COMMUNITY-PANEL NUMBER 12103C0087G, INDEX DATED SEPTEMBER 3, 2003. SYMBOL LEGEND Pavement ASPHALT Storm Drainage CURB IlID~ C.B. 0.1'1 4 ~TERAL .... III S WYEJ c.o.Y M.H.--T ~ F.H. W ~~.v. . FM- .- - ....S/D- - - 181 SIZES AS SHOWN NOTE: ONLY TREES 4" D.B.H. OR LARGER HAVE BEEN LOCATED AND SHOWN. SYMBOL o 6 o (I o DESCRIPTION OAK CAMPHOR CYPRESS CITRUS OTHER AS NOTED SYMBOL DESCRIPTION III CABLE TELEVISION PEDESTAL @; FIRE HYDRANT ~ GROUND LIGHT o PHONE SERVICE PEDESTAL M GATE VALVE "X' LIGHT POLE o MANHOLE 1$1 METER POLE CBI POWER BOX q SIGN J J.B. BENCH MARK NOTE: ELEVATIONS SHOWN ARE BASED ON COUNlY BENCH MARK No, 983 "DUNEDIN H", EL. = 58.173, NATIONAL GEODETIC VERTICAL DATUM-1929, UNADJUSTED. Sanitary Gravity Main Water Main Force Main - Sub-Drain Water Meter I II II II A II \ \' \ I I II II II r.I II I II ~ I II I II I II I II I II lj SEE DETAIL "A" AT RIGHT FOR ADDmONAL INFORMATION C C5~ Q:<<;~ 3:1 I 0 14 ~ZI.J... o 0 001 m<(1-- OIl z~c> W>-~ ....J I-- _ ....JZO ~::)O -'ON ::Eo 0""""" ~ II I PROPOSED FIRE DEPARTMENT CONNECTION SEE DETAIL SHEET No. 8 II " II II II II I II I I I II 11\ .1 UTILllY NOTE: ALL ON-SITE UTILITIES, INCLUDING ELECTRIC AND COMMUNICATION LINES, SHALL BE UNDERGROUND. NOTE: ALL UNUSED DRIVEWAY APRONS SHALL BE REMOVED PER PINELLAS COUNTY REQUIREMENTS. SECTION 21, TOWNSHIP 28 SOUTH, RANGE 16 EAST 2" POTABLE WATER I METER WITH BACKFLOW PREVENTER DEVICES 2"W i I I I I I I I CD ~ ?o I I I I I I I 8" x8" x8" CUT IN TEE 8" VALVE w/ADJUSTABLE BOX AND COVER EXISTING 8" PINELLAS COUNlY WATER MAIN (APPROXIMATE LOCATlON)- 2" GATE VALVE w/ADJUSTABLE BOX AND COVER 8" x2" REDUCER 8"W PROPSED FIRE HYDRANT ASSEMBLY 6" FIRE LINE BY FIRE SPRINKLER CONTRACTOR 8"x8"x8" TEE 8" x6" REDUCER EXISTING 6' HIGH &~~~~_-.r-x~-.r-C~:_:~ ::C~-=--:'~~~_~X-Xl +.... / .... 4 III ~ ;d /'/' /::5 , r ~ ~ \ ~ 6" PVC ~ "\ I EXISTING D.B.D.1. / +~ L. d' GRATE EL. = 25.94 / ,d'" [Q}- -1 EXISTING O.F.S, ~ ~~ )( INV. SE. = 21.91 ,r ../.+/ EXISTING O.F.S. TOP EL. = 27.59 I INV. W. = 21.90 ,..,../ ,/ +~~ TOP EL. = 27.57 EXISTING INV. NE. =_19.11 _ ~ \ INV. E. = 21.97 __.J--- __...... / ./7 INV. E. = 20.88 DETENTION SLOT INV, - 23.28 i,"" 1 ,I \ ~ __.J---.J-__.-l""--;?':", i t +~/ AREA EXISTING M.E.Y-b ../-.-J- ---<:l-5fx3fDe- ...LI~ - '1- f-<r30"De- ----s .....J- ....A" ",Y >~ i / // INV. = 21.91 \ XIII \ ~ I r",r ",,.I',,,~--Y ~ ~ r,/ ~",,,,, \ ~ I t \ i I ) // A""',.I' r'" I I f I / ~ 1 ~'/ I .... r'" f 1" ./ S.00.03'53"E. (p) , ~ I ....-A---V ~~I'i,\'c"HG METAL /' I !! { .1 S. 00'02' 4~" E.(M) / I '\ : RAIL FENCE >r-"',>, ,,1 ~ +/ f .J-_.J--.J'------------A---A------A---A.. -~~.~O__A___A___A___A_____.J-"'{ATE-l I ~ I . ~.89.34'19"E. (P~ r / '/' Jo-_.J--.J-- ~ I ~3.J: ~ rx-4/+j ~"! :;:::-:--:- fiI- .....,.x-x----;;-~32.00'-x-~-x-x X~)(=-=-)(-)(-X_ 2'-)(-)(~J I~__ ::\.L ./ J ~ EXISTING 6' HIGH""':/ ~EXISTING 6' HIGH 1 - 'T _ -+/ f / I CHAIN LINK FENCE ~II / CHAIN LINK FENCE '~, V T.B.M. #1 15' WIDE DRAINAGE I -T- -I J - - - - - - - - '" r EL. = 29.30 AND UTILITY EASEMENT 1 --r- ~ f I 1 "VI -.- - I PER PLAT I r '1 r ~ ., iL S.8~o33.;..J <Z;.E.(M) 1.lP~ :~.I-: r L ) f I I S.89.34' 19/1E. (P '-r.A fl=" - - """--.... I r 7 r ~... 11 /",,-- '\ ~ ~ J f' ( I /' ~ I l; II - - - - - - - - - - 1 I I I~ \1 L l " I ~I ~ I" I,EXISTING II II II ~ r r I l lL=d SAND FILTER wi ~ ~ tlJ 1 \ \, \ j) I 90NC W:U - '- Q<J I I ~ I'~ t ~ I ~ I I I I I I "\ ~ ~ ~ \ ' _ ~I t \ \ ~ \ \ ~\ · I I Q< ~ l'o I 'I t ~!I \ ~ \ \, \ \ , I I I _L F 1 ":' ':' -) ~ I All III r "I ~ i I ~ -EXISTING ~ I I / I I I "'~, \ 1 'I \ I I I lWOSTORY 'Jl I ~ ! ~ 81 0 \ \ \ \ \EXIS~NG 8" OJ.P. ~ I ~f~ST~~~.M~. 39.52 '""':. ~~L~~~~ I" - - - - - ~ III L I ~_~ II ) ,- ~ ~ ~' i, \. 'CRAVI1Y SANITARY SEWER INV. s. = 36.11-........ LOWEST ~~. _I " / : ~ '~\. ~ r l\ 0 B~ fEMOvq> - - I I""' I r-!L:":,,, 3~ r - - - - - - - f- - - - - - -I - ~ : T II , N'( I~ I I~ ~I J ~: ) I d II I I J I , J I "-EXISTING 3' HIGH I II ~ / I ~ ->./ r ~M.H. No.1.. I CONC. WALL f-Z 1 RIM. ELEV. 38.65 :/ I I I I I / 1 );i- -1 S/De- ~ j\ JINV. s. = 35'.95 (EXISTING) I~ I I I II ; l' ! ~~ '1,INV. E. = 36.00 (PROPOSED) I ~ 2 S~~~~O~fgICAL :E: I I I ; , f II oj ~ : ! i. I / I OFFICE I I I I I I 1 , .IN ~IT~Y \~\1~ ~ I /... I 2"W-H ~ I ! I ,1,1 ~~ ~~~~~.\=\I3'.86 --.:::::.::.::: l~_~_~-L\ i ~ 5 Lf - 6" D.I.P. SERVICE I' ~ I ~ I!I r lL1 f $UBDRAIN INV. A.= 33.95 f----- \.. If I LATERAL 0 1.04" GR. Y8"W J..: II ~!J J CL., =, 1.3':1:: 1 I I 6" PLUG (INV. = 36.05) I J I l~ I <:x ~ I TOP EL. = 38.67 I 0: '1 \ I' J ~I / INV. = <. 1- -33, 342.00' 24" ;:::: I ' L / ' , !:J ~. ./ I I R,C.P. ~ g i r / f I f ~ ~~~~ I _Jo-_.J--J' / I . f- ~ a o ! g 1/ DRAINAGE EASEMEN H l I' P \ ~ ~ ~ I l fS j ~ PE~ PLAT I f I 1 ~-~ ~ '" / \.. ~ ~ ~ C/' 'q I 1\ I I II r "I ~ . I .' , 'I - \ I'n~ 1\ ; ! ~~I; / ! I i b:-:r-1--- ~~D-< 18"De---=.-----_----{!j - - T-::- - ------ - I I \ I:~ II I \. ~:tl; / f I {~"O..:: ...... I ~ ~ ' / z\ ~ t' \ 1 PROPOSED~ :~~ I / Iw I i ~z ~ ~ DETENTIONJ .J:: I / --------- I / ~.q- l II SANITARY OVER STORM 'I I \ f ( ~ AREA 1 ~w" 'II/,.i----- I - - - - - - - - - ~ I r ~\" \ : : II SANITARY INV. = 35.63 j f ~', '" I L' JI ~~~ IIC> II 0 \ 1 STORM INV. = 33.09 "I I' ''\..., , ')' ~ '1 0__ I' L I U I 0 rT - CfLEARANCE = 0.8':1: I t {~I \,; ;;. = 33.45 i, ....... ......... J ~ " ~: 1 \ / f , ~ / ~ 'i. IJj J/ I I I \ ~ I II ~ / l 1 ' \ ' 74 I - - - ) \ \i. I , ~ I r , f / "\ / EXISTING 8" D,I.P. I 4' HIGH '\ ,r"" f ' I, GRAVITY SANITARY ~ '",,- .J-'" .>- , f / <~ SEWER TO REMAIN, / I ~ 1 ~).; T I II --A.._-A..___ .J--- , I ' ~ \ .; - / f / ~ /1 EXISTING 5' HIGH I // r: / I l , ' t I METAL RAIL FENCE+ / /T '1' / \ _ _ _ _ _ _ _ _ _ L -IJ \, II- ~ I II o 0 S- - -/ .L _ CdNC~8,i~~N.89028' 13"W.(M)'t , -} - - - - 4 +.... 342-:-0~~ \ _ _ \ J. ~ I . .I "10" D - -.r -.r- -.,- -.,- - - - ......LIIL ~n ~ --T~. ~ I =rJL -'f\" \ '\ I .1. CHAIN LINK FENCE ~ ~ /~ / ~N~. ="'3f.30 / ' I ,., rll~ '\ ~ )18!.~/ /<15"6e 2]'tN = 32.84 ~I \ g ~~ ~~ I ~\\ \. I 0 I I F~~T~~G=D~3.60 ?"~/~/~~/~/ r/ Ii,{ ~~~I.S~~~O~J~NV. = 37.28 ' ~~~S~~,G =M~0.15 ~_>II. ~ II. t \ \ I 1: :111 \"" l....~ 0 I INV. N. = 35.19 x> 11 II EXISTING 6' HIGH ~/ ~ 'I/fh> { / f NE. THROAT INV.:... = 37.33 I INV. E. = 35.07 ~ ~ ;:; ~ \, RETAINING WALL III I,. I WOOD FENCE ./+ / /~~ /' SW. SLOT INV, - 37,28 T INV. W. = 35.11 \ II l EXISTING 5' HIGH /, J L INV. NW, = 33.07 ~/ EXISTING I I A lA I ~ CHAIN LINK FENCE ~.-v.J} f/ / \ r SE. SLOT = 35.33 \ " / ONE STORY 7 All <.) I ~ / 'j l EXISTING ~ 8'(>. ~ MASONRY EXISTING~ I 1/ IN 0-0 II ci ~ __-A---) r DETENTION AREA 't-: J>-/ Y BUILDING ~ !J I ~ /' f/'" "'-r.... / ~ /~,. J'~80 LOWEST FL. EL. = 43,83 COVERED AREA j/II I '\ t~ 11,1 /"" ~r~& / L r T I I I I Fztt ~ / i \ )'/ I j.. '<)^>~v , / \ 0({; 1'",7/ ~ V I I I j INV. = 34.62~-1~--A--_\-~e.T . ,,<:::) III" Y ~ 'r,,: . / ~ ~ J'.> ''>0 6" GATE VALVE w/ADJUSTABLE BOX AND COVER 6" DOUBLE CHECK VALVE DEVICE SEE DETAIL SHT. No.9 PROPOSED RRE DEPARTMENT CONNECTION SEE DETAIL SHEET No. 9 DETAIL "A" NOT TO SCALE GENERAL NOTES: 1, ALL ELEVATIONS SHOWN ARE BASED ON N.G.V. DATUM. CONTOUR INTERVAL = ONE FOOT. 2. ALL DIMENSIONS SHOWN ARE APPROXIMATE, SUBJECT TO FIELD SURVEY. 3. ALL EXISTING UTILITY LOCATIONS ARE APPROXIMATE, TAKEN FROM ATLAS SHEETS "AS-BUILT" PLANS AND FIELD INFORMATION. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. :''\ '") I r. \ f\J AL ' . ; 'j I \ \l ...." , . 4. ALL EXISTING UTILITIES SHALL BE LOCATED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. ,J',' 5. THE CONTRACTOR SHALL NOTIFY ALL AFFECTED UTILITY COMPANIES. BOTH PUBLIC AND PRIVATE, 48 HOURS PRIOR TO COMMENCING CONSTRUCTION SO THEY MAY STAKE THE EXACT LOCATION OF ANY AND ALL FACILITIES THEY MAY HAVE AFFECTING CONSTRUCTION. ~~R 1 1 2005 -- DENOTES 200 P.S.1. FIRE LINE TO BE INSTALLED BY A LICENSED FIRE SPRINKLER CONTRACTOR. WATER INSTALLATION NOTES: 1, ALL WATER MAINS AND APPURTENANCES SHALL MEET PINELLAS COUNTY REQUIREMENTS. 2. UNDERGROUND WATER MAINS AND HYDRANTS SHALL BE INSTALLED. COMPLETED AND IN SERVICE AS PER NFPA 241 PRIOR TO BUILDING CONSTRUCTION. INDEX OF DRAWINGS SHEET No. DESCRIPTION ,. ----------- COVER SHEET 2. ----------- EXISTING CONDITIONS PlAN 3. ----------- LAYOUT AND EROSION CONTROL PLAN 4. ----------- PAVING AND DRAINAGE PLAN 5. ----------- WATER AND SANITARY SEWER PLAN 6. ----------- MAINTENANCE OF TRAFFIC PLAN 7. ----------- DETENTION AREA PLAN AND DETAILS 8. ----------- PAVING AND DRAINAGE DETAILS 9. ----------- WATER AND SANITARY SEWER DETAILS 10. ----------- SITE CONSTRUCTION SPECIFICATIONS 6. THIS SITE LIES WITHIN THE CITY OF CLEARWATER SANITARY SEWER SERVICE AREA. 7. THIS SITE LIES WITHIN THE PINELLAS COUNTY UTILITIES WATER SERVICE AREA. 8. ALL STRIPING, PAVEMENT MARKINGS, SIGNAGE AND TRAFFIC CONTROL DEVICES SHALL CONFORM TO F.D.O.T. STANDARD INDICES - LATEST EDITION AND FAC, 14-110, 9. A PINELLAS COUNlY RIGHT-OF-WAY PERMIT/UTILITIES LICENSE IS REQUIRED FOR ALL WORK WITHIN PINELLAS COUNTY RIGHT-OF-WAY, 10. ALL HANDICAP SPACES MUST BE CONSTRUCTED IN ACCORDANCE WITH THE "AMERICANS WITH DISABILITIES ACT," THE CITY OF CLEARWATER REQUIREMENTS AND THE FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION. 11. AT ALL INTERSECTIONS OF SIDEWALKS AND PAVED AREAS A RAMP SHALL BE CONSTRUCTED IN ACCORDANCE WITH F.D.O.T. INDEX No. 304 AND THE FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION. 2 2 2 05 1 12 9 04 No. DATE PER PINELLAS COUNTY AND CITY OF CLEARWATER REQUIREMENTS PER CITY OF CLEARWATER REQUIREMENTS REVISIONS COUNTRYSIDE WEST MEDICAL CLINIC WATER AND SANITARY SEWER PLAN CLEARWATER PREPARED FOR: CWMC PARTNERSHIP, L.L.C. MR. MARK KLEIN, MANAGING PARTNER 2040 N.E, COACHMAN ROAD CLEARWATER, FLORIDA 33765 Phone: (727) 441 -1951 PINELlAS COUNTY DATE: NOV. 23, 2004 APPROVED BY: DES,: T.G. Radcliffe DRN.: WTS CKD.: .. SCALE: 1" = 30' JOB No.: 33284 FLORIDA S.~OVERAS - FL ENGINEER'S LICENSE No. PE 8508 FL SURvEYOR & MAPPER LICENSE No. LS 1762 SHEET BAUR &. STEVENS LLOVERAS 5 ENGINEERS - SURVEYORS Phone: (727) 784-3965 HLB 0000208 29228 U.S. HIGHWAY 19 N. PLANNERS OF Fax: (727) 784-8153 1 0 CLEARWATER, FLORIDA 33761 CONSTRUCTION PLANS JOB No. 33284 GENERAL NOTES: 1. ALL VEHICLES, EQUIPMENT, WORKERS ( EXCEPT FLAGGERS ) AND THEIR ACTIVITIES ARE RESTRICTED AT ALL TIMES TO ONE SIDE OF THE ROADWAY. 2. WORK OPERATIONS SHALL BE CONFINED TO EITHER ONE LANE or lane combinations as follows : !A~ OUTSIDE TRAVEL LANE (B) OUTSIDE AUXILIARY LANE C OUTSIDE TRAVEL LANE AND ADJOINING AUXILIARY LANE D INSIDE TRAVEL LANE (E) INSIDE AUXILIARY LANE F) INSIDE TRAVEL LANE AND INSIDE AUXILIARY LANE IF THE WORK AREA IS CONFINED TO AN AUXILIARY LANE THE WORK AREA SHALL BE BARRICADED AND THE RIGHT LANE CLOSED AHEAD SIGNS REPLACED BY ROAD CONSTRUCTION AHEAD SIGNS, AND THE MERGE SYMBOL SIGNS ELIMINATED. 3. FOR WORK OPERATIONS OF 60 MINUTES OR LESS SEE INDEX NO. 612. 4. WHEN VEHICLES IN A PARKING lONE BLOCK THE LINE OF SIGHT TO TCl (TRAFFIC CONTROL THROUGH WORK lONES) SIGNS OR WHEN TCl SIGNS ENCROACH ON A NORMAL PEDESTRIAN WALKWAY, THE SIGNS SHALL BE POST MOUNTED AND LOCATED IN ACCORDANCE WITH INDEX NO. 17302. 5. THE FIRST 1W0 WARNING SIGNS SHALL HAVE A 18" X 18" (MIN.) ORANGE FLAG AND A TYPE B LIGHT ATTACHED AND OPERATING AT ALL TIMES. MESH SIGNS MAY BE USED FOR (DAYLIGHT ONLY) OPERATIONS TYPE B LIGHTS AND ORANGE FLAGS ARE NOT REQUIRED. SECTION 21, TOWNSHIP 28 SOUTH, RANGE 1 6 EAST / / / / // 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 J I rJ___ (I I "'" "'" I r - -....... "-... "-... J I ~I ( "" I II ffi II I "-- 5L W20 1F I II ~WI \1 \ ~6:: 2~; X ~4" ~6:: ~ ~6:: I" ~ II \ ;::: ;~: = ;~:: ;::: ~ ;::: II U 11 IL II~I III ~ I _ _ , I I i,' ~I IILJ L_-_=____==__ \ \\ CONC. WALK ~~~ I /) /p ~ ------------ ~ "-- --- -----------~----~ -------------------~--------- ~ --~---------~----- V \, ~ --- ----------------- ------------------------------ ------------- ----_/ ~ -=-_ ~-=--=- = = = - -=-- -~-= = = = = = = = = = ~ c...:: = ====-~I "'- _ _ _ -- - - -- I I W20 W20 1F 24" X 24" X 24" 30" X 30" X 30" 36" X 36" X 36" 48" X 48" X 48" l4-- I I I ~Jf /1 -~ ====-.::7 (-- '---- ) ( "'"'--- 200' =r= r:1 ~ B B B ----D____ B McMULLEN BOOTH ROAD _-=-=(COUNlY ROAD No. 611)_-_-_-_~~-_~~-_-_- _ _ _ _ _ _ _ --=-- RIGHT-OF-WAY VARIES .. - ~ _- ~ ~ - -'"Q N 0' 10' 20' 40' ~-..."'" I SCALE I N FEET END CONSTRUCTION G20 2 60" X 24" ____~~r) ~l ~-------------- --~ -----~---~~~~- -----200'--- (:) o ~.. N ------ -- ------ -- ---------------~ - ---- -- --=-- -- =r=-=-- -=- -=- -=- -=- --=200'=- -=- -=--=- 200' 255' WORK AREA- ~r1r ~ --.---r-,\ \ I I J-_f J I ----- ------ _ _ _ _ ....fONC~ALK ^ ^ - I ^ x---:: -..... I XI /---~- '\ f \ x xl ~ I I~ J x x~ ' I I~ ~ i --=--=--=--=--=--=--=--=--=--=-~~~ ------------ ------------ --- --- ./ ~-H~ ../" _-0-...... " ~~-:- --~ OR\G\NAL .- I j 6. ALL SIGNS SHALL BE POST MOUNTED IF THE CLOSURE TIME EXCEEDS 12 HOURS. 7. DUAL SIGNS ARE REQUIRED FOR DIVIDED HIGHWAYS. 8. THE MAXIMUM SPACING BETWEEN DEVICES (FT.) WITHIN LATERAL TRANSITIONS SHALL BE EQUAL TO THE SPEED LIMIT (MPH) BUT NO GREATER THAN 25' FOR CONES OR TUBULAR MARKERS OR 50' FOR TYPE I OR TYPE II BARRICADES OR VERTICAL PANELS OR DRUMS. SPACING FOR DEVICES PARALLEL TO THE TRAVEL LANES SHALL BE 25' CENTERS FOR CONES OR TUBULAR MARKERS AND 50' CENTERS FOR: TYPE I OR TYPE II BARRICADES OR VERTICAL PANELS OR DRUMS FOR 250', TIHEREAFTER CONES OR TUBULAR MARKERS AT 50' CENTERS AND TYPE I OR TYPE II BARRICADES OR VERTICAL PANELS OR DRUMS AT 100' CENTERS. 9. ARROWS DENOTE DIRECTION OF TRAFFIC ONLY AND DO NOT REFLECT PAVEMENT MARKINGS. 10. LONGITUDINAL DIMENSIONS ARE TO BE ADJUSTED TO FIT FIELD CONDITIONS SEE INDEX NO. 600. 11. FOR GENERAL TCl REQUIREMENTS AND ADDITIONAL INFORMATION REFER TO INDEX NO. 600. LEGEND SYMBOL DENOTES <> SIGN WITH 18" X 18" ( MIN. ) ORANGE FLAG AND TYPE BLIGHT TYPE I OR TYPE II BARRICADE OR VERTICAL PANEL OR DRUM ( WITH STEADY BURNING LIGHT AT NIGHT ONLY). TUBULAR MARKERS MAY BE USED DURING DAYLIGHT ONLY. CONES MAY BE USED DURING DAYLIGHT AND AS PERMITTED AT NIGHT. TYPE I OR TYPE II BARRICADE OR VERTICAL PANEL OR DRUM ( WITH FLASHING LIGHT AT NIGHT ONLY) ADVANCE WARNING ARROW PANEL WORK lONE SIGN FLAGGER NOTES: B THIS DRAWING HAS BEEN ADAPTED FROM THE FLORIDA DEPARTMENT OF TRANSPORTATION INDEX No. 623. REFER TO THE F.D.O.T. INDEX Nos. 600 THRU 660 FOR ADDITIONAL INFORMATION, REFER TO THE SITE CONSTRUCTION PLANS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION THE CONTRACTOR SHALL ALSO COMPLY WITH THE UTILITIES LICENSE CONDITIONS AS ISSUED BY PINELLAS COUNTY AND WITH ALL APPLICABLE TRAFFIC CONTROL AND SAFETY REGULATIONS AND PRACTICES. ~ ~ I P --,<,' INDEX OF DRAWINGS SHEET No. DESCRIPTION 1. ----------- COVER SHEET 2. ----------- EXISTING CONDITIONS PLAN 3. ----------- LAYOUT AND EROSION CONTROL PLAN 4. ----------- PAVING AND DRAINAGE PLAN 5. ----------- WATER AND SANITARY SEWER PLAN 6. ----------- MAINTENANCE OF TRAFFIC PLAN 7. ----------- DETENTION AREA PLAN AND DETAILS 8. ----------- PAVING AND DRAINAGE DETAILS 9. ----------- WATER AND SANITARY SEWER DETAILS 10. ----------- SITE CONSTRUCTION SPECIFICATIONS FFR '/4 2005 1 2 2 05 No. DATE PER PINELLAS COUNTY REQUIREMENTS REVISIONS WTS DRN, CKD, APP COUNTRYSIDE WEST MEDICAL CLINIC MAINTENANCE OF TRAFFIC PLAN CLEARWATER PREPARED FOR: CWMC PARTNERSHIP, L.L.C. t.4R. MARK KLEIN, t.4ANAGING PARTNER 2040 N.E, COACHMAN ROAD CLEARWATER, FLORIDA 33765 Phone: (727) 441-1951 PINELLAS COUNTY DATE: NOV. 23, 2004 APPROVED i3Y; ~:':': = Radonne \1 t\ SCALE: 1" = 50' S. ~OVERAS FL ENGINEER'S LICENSE No. PE 8508 JOB No.: 33284 FL SURVEYOR & MAPPER LICENSE No. LS FLORIDA ~ 1762 SHEET 6 OF LLOVERAS STEVENS BAUR & ENGINEERS Phone: (727) 784-3965 29228 U.S. HIGHWAY 19 N. SURVEYORS HLB 0000208 PLANNERS Fax: (727) 784-8153 CLEARWATER, FLORIDA 33761 10 CONSTRUCTION PLANS JOB No. 33284 -"/( .r /~./~y / I / fl'/i If' ') I /( / /,-. ./ / --- ;( ).y/' ~';---0./ / ( I ,/1/1 fl' ~ /, /r+/,;r // // ~'../ ~/~/'-Y1 ----./....., I I ~/, ~ 1/ I If --- -- +...A/ / / __ - - __ -- /' d:r./ /' ./ ~ -~ ./ / J 1 I /' / -- / I ./ ?' .",t'h /~:::: / - ---- - I I \ ~' ' J I .I ",'0 / L ./ ~./ -" _ Y-- ->' \ II 1 ; I / / 7 / / / ~/ ~ ./ ,P' _ -( I It, I / ' / / _ _ _ _, EXISTING 3--y./ /' :; --- ;!"'- - " I ) , II f f / / / V 4; I / /' ./ - 6' HIGH METAL ;:- - -:::-- --;')r 7 1 , I I / / +/fl'_ NOTE: ~......., ~ I I / / ',// / / I~ /+, CONSTRUCTION PLAN REVIEW PROCESS IN '7 -31 -- 'f-, ~ / i I I / ,,) J f , / // / I \ + ~ CONJUNCTION WITH THE REQUIREMENTS OF '" \ , S.89034'19/1E. (P~ I lev J/ /1 1~~1'1/1 I ~ +/ /'l-~ --- ~::::oJ.tiE CITY OF CLEARWATER.:- _ - ~.?, I ~2:.3~}~ /', ....L'./' ./_"~>c-,, " ~v-v::::::-'''=-''- 0' 10' 20' '" " " -I-~t-- ~I 'b I I I I J t A~9''; I ~,/ /f CHERRY.J /' ~~ /'" :8/1 " _; ~ /'~ lL.... ~-;CALE IN FEET '" I (' 1/" \ I I I co I J r " I I 27" ___0- "JJ \ , 'C<,' I / I / _- 14/1 28", 11/1 ~ J:~y \ I' I I / ~ ~4/1 _ 15' WIDE DRAINAGE '" ....... I ~ ~ ~\ -r- r-+ r - , ' I 4/1 0.. I / ...". 31 or ___ ,_ _ AND UTILITY EASEMENT -- - b.. \ r \ \ I I , II; ~'/ J r ~ /l~ 'J2l ~ PER PLAT '-....... (" \ I \ I ~ I I ~ 33 A/I ~"'.~ Y ----- 1\0~ 014/1,/9"ljj ~ J (1 / ~ / ~r/l 34 '1 " ---36 __ I I \( ~ \ ; 1\ ~ I I / ~ I; //~ / ( I 14'i 0 I ~'.' S /7 I .. ~...~ - " "- ... -r- - -V- -""" "~ I \ \ \ \ / I' /111 'j I 1 8" 0 ~ I ~ B' r- ~ ~ / '~~ I I\. "1\ I \ \ III I ( l: I \~ I ~o LF 24" / I 0 I I ;I" I \ ~\ \.\ I \ \ \ \ II { ,.. 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'-"" \ '\ \ ~ I I' I I ;;; ~ \\ ~\ \ \ \ I \ / /I 7 ,i I I I ~ r....1 ,,"" '\1 'u I I ^ ~\\ \ \ \ I I \ 4 V../'- ~ 7" 6/1 6/1 r I / -.t- co ~ " \,\ ro 13""'" . \' ~ \ V I D..-I I'~ '/' I I I r ~ r0 '\ \\-\ - j \ \ I I I / \ I 1\ \~I ^ / ' ~ \ I .... / /I ./ ~ (I ~ 1'0 \ 'I ~ ';: \ I I ~ \~ , \ , \ \ I I (0 / f' 1.1.;~ /" / I I' I 1'0 \ \ 1\ ,I /1' I \ \l, \ \ \ q I / ~ __/ I~/ , r I I I I I~; ~ \ ~'~ \ ......." ~ \\ ~\ ! \ I \ j ~ ~ ~'fif "'7 I 7 / ) I, I I:J I ~\ ~ 0 ~'01,. \ i I C 4 [LV / / , / I I I < 8 \ \ \ ~I~, !"!' "-. \ ,\ \ 1\\' I \ I J I t /::::!E /. <:./1 ~/1 I } I / I I ~. \ )'" \ ,I II ,01 " '-J 4"Z'~, I \ \ "I. e::: I I I I I / / I I ~ ~ ~ \ "", '~'d'~~ \ \ \ )-'11 r 1\1 \ \\ I ~ I \;., ~ /-Jf Q) 15/1, 8" / / } / / / I I I II gJ I In 0.\' I I \ ~' U I \ I ,/ I in / / / F I / / I ~.J) X 0 ~ I 0 I \ I J I I \~ rl ~ /~' / } / / / / I I ~ ~ ~ : H' ~~I i rr BA~ 1\ pi) I il L ~ / ~V~() .. (I)) I / / / I W I- ~ I I L -k I \ . 'i I 5 I / i .. rt:' \1/ t- I I I I " / / / I f:::::lr.U- -r~5"OeW- L ~~. ,5 t~: 12/1 12/1, 10~ I I J / I F' / FLOATING TURBlTIlY BARRIER ~ ~' I -, ~/ I \ \ \ J " ~ \~< ~ \ ,~ ~ ~4 1"\ / I 92/1 I, I I / / (SEE DETAIL AT RIGHT) I/!' I \ \ \ \ ~4 LF ...:.. 24"~CP i~ l' ~ < 6:::'// ;p~ '3/1' I I ~ 'I I I If I I I ~ \ \\ \ \ OO.20~ / \ 1 J rJ 12j' 11"'0 0 1.-' I I I I / I / /, 22" f I ) , I i 7''-iL l I \ 11..1 f'v ~ 5/1 rIP 1 I \ I / / ~ 107& I'I~: rr'P. ~15" 10/1 4/111 /' /} I /1/ I ' " \ / / (I / I I: J ~/: / IfF I \ /~~' - ~ I//^:J'o _ /I ~./ / I II // MJTE.R~D ENDr ,/ / I ~ ~12" '10" I V// /;f ~ ~ -,.., '- / 0 l f \ I SECTION r~tr / I ~ I. {I I / / I ) ) [_ ""> -y---v--gJ \ / 1,'1, \ ~ , (/ -1 F - - - ~ --y---y-~-v:=..-' SOLID PVC II ~I , ~'0 I ~ I \ : JI rj I I \ /~/. / - -1.~~~-J4 --- ......., SHEET No.4) I TEMPORARY DISTURBANCE AREA ,\( I /"1 I \ ',\ J Q ,,0 J rt If F' '/ ~ ~--- · - .r ') I I (TO BE RESTORED TO ORIGINAL, ~\ ' \ \~rr,~: " ~ 11L::l~IJ I III Ir (/1 ~~-6"S/D - CJi\ I i (:~-;~~~STRUCTION {~~011l0N~'\ \ ! if ) j t {' I~f ,,I // / I i //1 if' j ,'L$~~ k::-::'~j OVERFLOW ~ 2 C.Y. OF cONcRETE' RUBaLE . / / r ~f ~O~o'! I II 1// / I I /~~~ ~ ~ ~_ - STRUCTURE ,~ 'II! / t \ \ I /,':; :/ lQ/ I../. /I~ I I I'I · r I ~ --r~ 1~-~.:-~__ GRATE EL. = 35.03 $ ! /1 ( ) /,; // 1.//> l~ lJ.!"/ 1$// If If / I /~lJl 'r,~~ /- i :~: ~&~ ~8'f~.oo (FILTRATION SUBDRAlN) !€ /' - - - - - I ~ i /; I ! I I I I 1/ f. I /7 I l!if If! 11 I I I ~ -:.,! : j1 \ >- _ I /" I NY. E = 29.00 (PARKING LOT SUBORAIN) ~ / .--- -.35 --- 1 T ''0 II I -.t- I I I I II 5/1 f!,;~ I I I I ~ I d I '/ / I/, ./.----")./ \ I -i (J 1(",,----- . ~--":'rf-\ l/"j ~I II I ,: II ~:J:.L:-!! I I f I Ie / I / f 1/./ - -:-- - I; 1 ' I f \ // ~;~I~&\ rlM1 EINTI H~ I II b 1 /I / 1,1~ I I ,I', ,I I I / --~ - - r t ! 'I'! I I I / I / If '/.} EXISTING ~,~,S,,,--_-,,,- "- I J 30" ; I' I' I I g' J f III/IE) / / J / Y / 'A IINV.,= I 33.37 ) "\: or " /.' 0 f' / I J:t I I I 7 / I "l I!I I ,/ / F ~ I r~1 " ,I ,P7j< /i .} EX~TlNG 'BERM fo' BE GRADED 11//' 1/' / / ~ Iii h-~- A!Q- I[~ 'il:' ~ ~ REQUIRED TO EL. 37.0 MIN.I JI I I I /1; /. / I \ I I I ~ /'" \\\ ~"f~ (qORRECTION OF EXISTING II ::j , I f / IJ I 'I / .. f] -< \ ~ ./ ~ - ./ ~ ~ E~OSION) I ! , I I I (f! ~/ I I I I I '" 0 ....... ~----" ~- I 1/ II I I ~'I ~{J9" ~' {, ~I I ~ ~ <D I 111co f/ .............. -----, f'") IJ I I I I / I~ I J':1r---r&...!., I ( I f I I IN I '- g ? I; I , I ~ I' 19/1 B~Y I 'I (9;' I I ~ I J ~ ~ ~ 1 ~ .. \ \ qOI/ 75 LF -6"PVC FILTRATION 'II ~~ \ II(.; I III 11Ir"if'") \ rf: I I I l,z~1 SUBDRAIN 0 0.27" (SEE DETAIL ( ~~\ ~/A' I I l<f }11,d:: \ ~~ 4 1. I I~ I AT RIGHT) \ vJ IJ 1/ I ~ Iww~ \ I I \ r' I I , I ' 'I'" r I ~ \ I \ ~ 1 v I I I I' I I 1.1~ . . \ I I , I~, 0 I 7," fv1AGNOLlA" \ I "" ~\ \ \ ' \ \ I vr P~OP6SEb ~I~~~ \ I I I I I I 'CLEANOUT \ \ \ I \ Vl ,. , , '11 I I I I ~ I , I IINV. = 28.20 \ \ 't \ \~ \ ~\ D~~NT!ON II, \ .. WETLAND JURISDICTIONAL ~INES t I ~ I I \ \ \. \, X:"" l I l I '1 \ I \ '" \ ';~RP): ~I \ I / PER PREVIOUSLY APPROVED t I ) 1\ \ \ \ MITERED END \ ~ '\ \ ~ E~IS G M.E.S, I ~I \ \~ PERMITS. WETLAND AREA WITHINV , 10" \ w",," \ \ \ ~NV. = ~45\ 2~ I PROJECT BOUNDARY = 0.11 r" I I \ I SECTION\I,6 \'//029" \ \\ "" 11 ;~r \ II , I ACRES. " " \; I I I INV. ~ 33.01' ( ~ -, \ \ \ ~ l~~ \/ I ~ ~ __"\ lL b,/ / / / ~'~' r \ I I \ Y \ \~ , I I.~II" \ I" \ /' /~ /.6 14/1 / h I \ 1 '28" 1/ I I 1 \ \ \ 'f.,." '-" & 36 ~-r- " "- - - ~ - - / ~~ .<,/ / I;' / / I I I '{ / I~ I I I I \ \ / '",- # / J.. 37 - - ",. ,----..... -- /'../ A8" 68" I I,I, I I I J:t ~ ~I h V II /8/5"L1MITS OF ROOT - _-')_,.,5 ~ I / ~ " - - - -- y/' - - - / t/:; I I ( )r":1 'l.J / P~UNING r ./ I Ie _ _ ,....... - - - -;y-:: "I /1 j ~ I I (: lit t3 I ( / ~ I 1 I' / ./ ~ I 77;;;r -::-. _J-- / / I 'I; 'f !/ / / ../ I \ J IIJ J / '/ '-1 / /;f ) I \ ~8/1 d !/ j) I I / /..,'J /, 1,,0 / r -r- , Ie '/ ~ ~ \ /' /' I/." I I / /" I l J~) j I / . ~ f I I~ ~ '/ ,j 5' HIGH /.....)1 _ / /0 23", ~/I//"j/f ,/:/'QII~! / /l>~j I jf / I 44") --r ~~j~ L AlL FENCE 0> I' / o' '';;: 1./ '/ 6' I 7/ 6 I /' / / ,I / ~. ~~':.- .-/ J _ ./ ./ / /' I / I '- ~ ~ -/ 7 / -A- ~' WI ~-,,{~ ~~ '---, ~ / I -1 I N 89028'13"W (M)"' ~~~ - - 0 l / / //<<)<)/f ~~11-C~ ~ ":'7;) (C:-1~~~-F..J/~ - 'N.89032'34"W. (P) - -* ( ~ I ./ - EXISTING PIPE TO /EXISTING 5' HIGH .-- (Rr.,. I /11;r~1 / ,Y --y-- ~~.:::r -y- -y- ....... -::..... "'0 I '-t),T, ~ BE REMOVED CHAIN LINK FENCE ~...J:fk~':?t6::;:1{-L::f;J3'',JJe, ...A-/ - - I EXISTING M.E.S.:' -38 - _ -- -....... '~l I 1 J I/'/ / r I 8~~0~' II --/7"- ~IN~. /~..30 - - --if;--'INV. = 32.84 -- -- __ - '- \ \ I ) \ \ / j><lI / .ffq t /~,/ /1 I'-ZJ<VI I 5"0"'/ --I 35 - - - -- -- __ --......., '}} I " 4' / / f7 If::? /41/ /,1/ T""" -1--'_ _ --1-,- _ __ __ ----- __ \ \ t' / -EXISTING / ~ / i/j~' j MAGNOLIA 'f/ / / -----/ -- LL.. JJ 34 - - -- _ --=:- -........} I I \ ~CONC. 1/ " ;f / / / 1/ I / "I ~ / ' -..., I } ') ^ ISTING_DI ", : I 1/ I / / / / /.-1/'/ 0 I / ~EXISTING OFS '/ j J I ) fl y'l I 1.E.-33.qo l.r'l~ 'hilA/~ j, '/.7\ /} 1(( TOPEL =3768 / // / I I \ \ '\: ~"6"D '~L; ,/y 1,~~~~NgRI6GE \ I f I I SE. THROAT I NY. = 37.28 1/ / / / / / / f/ 18/1 /0\ \ / I / Ie ,//// / ,:; y tl NE. THROAT INV. = 37.33 / / / / I j/ / I I 1/+ ). /~ _ 1ff;'/ffJ / j> II \ II ~ SW. SLOT INV. = 37.28 / / I / / / I /1 /" I ; Ilfr/- ",---;'4~ J / \ L I INV. NW. = 33.07 / / '0 / / ",0, / r / I 6 1 j/ If 1//1 a/ /X' EXISTING rl ~ I \ SE. SLOT = 35.33 /( 1"5 / / / / / HIGH - j /}...... /'" I I I ;I / / I r), HONC t I 1 1\ \ / / / / T / I \ FENCE~K -,,;// /lllj~OI/: 1/ / 1/ \ \ WALK' (' I I // / )'" /// / IT" I / \ II I , I r- 7---" ,/ --- J I I 1 I / / 0/ / I \ ,0, , , N I)i~ Il~ 40' I CLEANOUT INV. = 28.20 A 75 LF -6"PVC FILTRATION SUBDRAlN 0 0.27~ (SEE DETAIL AT RIGHT) ;;7 r---, NOTE: SOD ALL SLOPES AND BOTTOM PEIR CITY OF CLEARWATER REQUIREMENTS. \ "" : I. F, u. ~ . . , J1- NOTE: 4: 1 & 3: 1 SLOPES MAY BE MODIFIED DURING THE CONSTRUCTION PLAN REVIEW PROCESS IN CONJUNCTION WITH THE REQUIREMENTS OF THE CI1Y OF CLEARWATER. '\ 6' HIGH CHAIN LINK FENCE I ..I I I ___---t~ I I 25' BUFFER 5' BERM \ EL. = 36'(00,25 YEAR HWL= 35.01 4 r~ATER QUALllY WATER ~ 1 \. LEVEL = 33.48 ." .\ "~- ... ~ 3 1 r--- , I r -U -j ............. --- ~~ ":>. '-APPROXIMATE BOTTOM EL. = 33.00 (FOR COMPUTATIONAL PURPOSES, SEE DETAILED GRADING AT LEFT) --- --- --- EROSION CONTROL TYPICAL SECTION A-A NOT TO SCALE - LOOKING NORTH SOD 9.33' /:'iFILTER FABRIC SHALL BE PROPEX 4545 AS MANUFACTURED BY AMOCO FABRICS CO. OR APPROVED EQUAL WITH A PERMEABILITY COEFFICIENT OF 0.20 CM./SEC. (23.62 FT./ / HOUR MINIMUM.) GRAVEL WATER QUALITY TREATMENT WATER LEVEL = 33.46 7 ~/rl 1~"<.< 30 3" - 3/8" '~-.I .. 6" -=-- 6 , rv ,3" ~J BOTTOM EL. 33.00 j(~~~ r FILTER ~W . ...J SAND ~ ~V" ~ ~~ -2' CLEAN SAND - THIS FILTRATION MEDIA SHALL HAVE A UNIFORMITY lliLe::I&lS8 d&Q8 COEFFICIENT OF 1,5 OR GREATER AND AN EFFECTIVE GRAIN SIZE OF l 0,20 MM TO 0.55 MM IN ORDER TO FILTER THE FIRST 1/2" OF RUNOFF 3/8/1 GRAVEL AT A RATE OF 5.42 FT./ HOUR MIN. 30 MIL POLTETHYENE IMPERVIOUS MEMBRANE WATER BARRIER AVERAGE CENTERLINE SUB DRAIN EL. = 28.35 + '1- .~ ;-:: ;!; ~(/. //I:~ -.!....!,y~/~ ~ // (0 6/1 P .V.C. SUB DRAIN PIPE ( 3600 PERFORATIONS ) WATER QUALITY FilTRATION SUB-DRAIN NOT TO SCALE A.., rl~2".~/ 1~1 f \ I , "\ SECTION A-A SECTION B-B CONC. PERIMETER BEAM W / 4 - *4 REBAR CON'T ALL AROUND AND *2 STIRRUPS 0 12" O.C. Co tC - L-l~' 0.88' WIDE HORIZONTAL SLOT TOP ELEV. = 35.03 BOTTOM ELEV. = 33.46 A..J BL 12 GA. ALUM. C.M.P. SKIMMER~ SLOT BEHIND SKIMMER 5/16" S.S. BOLT _ __ OR WELD -.. io...- ~...J p lft- it) pi) It) SKIMMER: 18" DIAMETER ALUMINUM C.M.P. CUT IN HALF-WELD OR BOLT TO 8" 2" x 2" ALUMINUM ANGLE TOP ELEV. = 35.03 BOTTOM ELEV. = 33.28 (RED HEAD ANCHOR BOLT TO SIDE OF BOX) 7xl 24/1 8" --~ /II 40" m-"I~=:/II =111 ANGLE IRON FRAME AND 24" x 32" STEEL GRATE TYPE C- MANUFACTURED BY FLORIDA STEEL CORPORATION OR APPROVED EQUAL (SLOT BEHIND SKIMMER TOP OF SKIMMER ELEV.= 35.03 GRATE ELEV. = 35.03 - 8" PRECAST CONCRETE WALLS TO COMPLY WITH F.D.O.T. INDEX No. 200 o A 35.03 V o I BOTTOM OF SLOT ELEV.= 33.46 BOTTOM OF SKIMMER L...- mv.- 33.28 nfdMT"J1Jrr If'" :- :j) I 6" P.V.C. SUBDRAlN ~ INV. ELEV.= 28.00 ~rrlr~~vm=:/II 4 ~ :n-r-tTI 0.85' o o o o A 33.46 V A 33.28 V \ 24" R.C.P. ~ . INV. ELEV.= 28.00 '" o o o o SECTION C-C DETENTION AREA OVERFLOW STRUCTURE NOT TO SCALE SECTION 21, TOWNSHIP 28 SOUTH, RANGE 1 6 EAST ~ GENERAL NOTES: 1. ALL ELEVATIONS SHOWN ARE BASED ON N.G.V. DATUM. CONTOUR INTERVAL = ONE FOOT. 2. ALL DIMENSIONS SHOWN ARE APPROXIMATE, SUBJECT TO FIELD SURVEY. (ARKING 3. ALL EXISTING UTILITY LOCATIONS ARE APPROXIMATE, TAKEN FROM ATlAS SHEETS "AS-BUILT" PLANS AND FIELD INFORMATION. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION, 4. ALL EXISTING UTILITIES SHALL BE LOCATED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 5. THE CONTRACTOR SHALL NOTIFY ALL AFFECTED UTILITY COMPANIES, BOTH PUBLIC AND PRIVATE, 48 HOURS PRIOR TO COMMENCING CONSTRUCTION SO THEY MAY STAKE THE EXACT LOCATION OF ANY AND ALL FACILITIES THEY MAY HAVE AFFECTING CONSTRUCTION. 6. THIS SITE LIES WITHIN THE CITY OF CLEARWATER SANITARY SEWER SERVICE AREA. 7. THIS SITE LIES WITHIN THE PINELLAS COUNTY UTILITIES WATER SERVICE AREA, 8. ALL STRIPING, PAVEMENT MARKINGS, SIGNAGE AND TRAFFIC CONTROL DEVICES SHALL CONFORM TO F.D.O.T. STANDARD INDICES - LATEST EDITION AND F.A.C. 14-110. - 9. A PINELLAS COUNTY RIGHT-OF-WAY PERMIT/UTILITIES LICENSE IS REQUIRED FOR ALL WORK WITHIN PINELlAS COUNTY RIGHT-OF-WAY. 10. ALL HANDICAP SPACES MUST BE CONSTRUCTED IN ACCORDANCE WITH THE /IAMERICANS WITH DISABILITIES ACT," THE CITY OF CLEARWATER REQUIREMENTS AND THE FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION. 11. AT ALL INTERSECTIONS OF SIDEWALKS AND PAVED AREAS A RAMP SHALL BE CONSTRUCTED IN ACCORDANCE WITH F.D.O.T. INDEX No. 304 AND THE FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION. EXISTING UTILITY NOTE: ONLY SURFACE INDICATIONS OF UNDERGROUND UTILITIES HAVE BEEN LOCATED OR SHOWN HEREON. NO EXCAVATION WAS DONE TO LOCATE OR VERIFY UNDERGROUND UTILITIES. h TENPORARY BENCH MARK " T EL. = 29.30 TOP OF CATCH BASIN LOCATED ALONG McMULLEN BOOTH ROAD EAST OF THE NORTHEAST PROPERTY CORNER h TEN~RARY BENCH MARK 12 T EL. - 40.15 RIM OF MANHOLE LOCATED SOUTH OF THE SUBJECT PROPERTY APPROXIMATELY 123' EAST OF THE SOUTHWEST PROPERTY CORNER BENCH MARK NOTE: ELEVATIONS SHOWN ARE BASED ON COUNTY BENCH MARK No. 983 /I DUNEDIN H/I, EL. = 58.173, NATIONAL GEODETIC VERTICAL DATUM-1929, UNADJUSTED. SYMBOL LEGEND TREE LEGEND DETENTION AREA NOTE: THIS DETENTION AREA IS DESIGNED TO MEET STATE AND LOCAL WATER QUALllY STANDARDS AND ATTENUATION REQUIREMENTS. FOLLOWING RAIN THIS AREA WILL HOLD WATER FOR A PERIOD OF TIME. FOLLOWING HEAVY RAINS AND DURING PERIODS OF FREQUENT RAIN THIS AREA MAY HOLD WATER FOR LONG PERIODS OF TIME. MAINTENANCE IS '"HE CONTINUING FUNCTION OF THE PROPERTY OWNER. SYMBOL DESCRIPTION III CABLE TELEVISION PEDESTAL @: FIRE HYDRANT ~ GROUND LIGHT o PHONE SERVICE PEDESTAL M GATE VALVE l' LIGHT POLE o MANHOLE . METER POLE - POWER BOX o POWER POLE q SIGN SIZES AS SHOWN NOTE: ONLY TREES 4/1 D.B.H. OR LARGER HAVE BEEN LOCATED AND SHOWN. SYMBOL o 6 o I) o DESCRIPTION OAK CAMPHOR CYPRESS CITRUS OTHER AS NOTED GENERAL LEGEND EXISTING DENOTES PROPOSED 3~)~1 OR Right-of-Way or Property Une Spot Elevation y- ~~ ~8.1 i- /' _ ___24- - - 25- -- ...---- Contour ASPHALT CURB ~D.I. J.~..:P- -<JOe C.B::;Cty - J LATERAL - -(~ -<JSe- - -~~ lA.H.-A' WYf. C.o. ___-~f' -We-~-- ~.H. "'--c.V. - - - - -<lFMe - - - - - - - - -<IS/De - - - - Pavement ASPHALT Sanitary Gravity Main CURB IIID~ C.B. 0.1. J LATERAL ~ III S wy[.J c.o.--P lA.H. If\ ~.H.W II -FM- - - "'S/D- - - 181 Storm Drainage J J.B. Water Main ~Lc.v. 11- Force Main - Sub-Drain ~ Water Meter Slr1tted NC Conmtctor PIpe ( lIe'al Collar R.lnfon:t:tl) ."YTnyl ShfatMd EMf StHI fAble (9!lOO LbI. Brealli"U StrMgth 1 With GaM1nired Connectors ( TOfJI Free Oi1COMeCf J ClOSed Cell Solid P/a$tic Foom FlOtatitltl (80 Oio. Equl", ) I n 1M. PIN Fr. 8uo)aw:y ~ ) T .-- fPo/yt>rO Rope r I5lXl /b. BrflOlllllf1 Stretr(1th) i" GalwJnlled Chaln- '\. ClOsed Cell Solid Plastic Foom F IOtatTtItI 160 DTa. Equlv. 1 112 Lbs. PerFt.~1 ORIGI~,JAL I \ I (IB OZ. Nylon R.lnforced NC Fabric (JO() psi TUtl) :,' / Stress PlOte ./l ~ <: Or. Nylon ReTnfon:t1d PVC Fabric I JO() psI T tlSt) VI jth LDcl"U Grotrftt:ts) C:l~ It fGolwJnlz,ed ChoTn TYPE II TYPE I .. Q D, . S' StrI. (SI"U'" Panel For Depths S' or Less I. D. "5' StrI. ( Addlt'-, PrlMI For D"pths > S' J. CUrlvln To Reach 80"., Up To Dep#Its Of 10 F""t. Two( 2) Pvnels To 8. Used FOf' Depths Greater Than 10 Fee' Unless SpcTaI Depth Curfglns Spec",ooIly CtllJed For In The Plans Or As Det.".,netI By The Etrgl_. NOTICE, COMPONENTS OF' TYPES lAND IlIIAY BE SIIIIu.R OR IDENTICAL ro PROI'ffJETARr DESIGNS. AllY INFRlNGEIlENT 011 THE. IWJIIRTETARY RiGHTS OF' THE. DESIGNER SHALL BE THE SOlE RESI'OIIS/8IUTY OF' THE. USER. SlJ8STITUTIONS FOR TYPES 1 AND 11 SHAU BE AS Al'PWNED BY THE ENGINEER. FLOA TING TURBIDITY BARRIERS c ~~. ~...~ j ii ?OO, Q" I,. ::::=::=====~ _L- 4 2711105 3 2/2/05 2 12/9/04 1 11729/04 No. DATE PER S.W.F.W.M,D. REQUIREMENTS PER S.W.F.W.M,D. REQUIREMENTS PER CITY OF CLEARWATER REQUIREMENTS MISCELLANEOUS CLARIFICATIONS REVISIONS RRD .. I. ~ CKL .. I. ~ CMM .. It ~ RRD ~ I.~ DRN. CKD, APP COUNTRYSIDE WEST MEDICAL CUNIC DETENTION AREA PLAN AND DETAILS INDEX OF DRAWINGS SHEET No. DESCRIPTION 1 . ----------- COVER SHEET 2. ----------- EXISTING CONDITIONS PLAN 3. ----------- LAYOUT AND EROSION CONTROL PLAN 4. ----------- PAVING AND DRAINAGE PLAN 5, ----------- WATER AND SANITARY SEWER PLAN 6. ----------- MAINTENANCE OF TRAFFIC PLAN 7. ----------- DETENTION AREA PLAN AND DETAILS 8. ----------- PAVING AND DRAINAGE DETAILS 9. ----------- WATER AND SANITARY SEWER DETAILS 10. ----------- SITE CONSTRUCTION SPECIFICATIONS CLEARWATER PREPARED FOR: CWMC PARTNERSHIP, L.L.C. MR. MARK KLEIN. MANAGING PARTNER 2040 N.E, COACHMAN ROAD CLEARWATER, FLORIDA 33765 Phone: (727) 441-1951 S.~OVERAS - FL ENGINE~R'S LICENSE No. PE 8508 FL SURVEYOR & MAPPER LICENSE No. LS 1762 SHEET PINELlAS COUNlY DATE: NOV. 23, 2004 APPROVED BY: DES.: T.G. Radcliffe DRN.: WTS CKD.: .. SCALE: 1" = 20' JOB No.: 33284 FLORIDA LLOVERAS. BAUR & STEVENS . J ~ 7 OF ENGINEERS - SURVEYORS HLB 0000208 - PLANNERS Fax: (727) 784-8153 CLEARWATER, FLORIDA 33761 Phone: (727) 784-3965 29228 U.S. HIGHWAY 19 N. 10 CONSTRUCTION PLANS 33284 JOB No. 18'~ 1 1/2" 1YPE PC-1 ASPHALT / 62' FINISHED GRADE CONCRETE WALK - I 19' PARKING BAY Il f- ./' CAR STOP ~ 9' PARKING BAY ~ 0.... _ 6'~ I-- .--- ....- : ~ '. 00 ~ . ~ . '~ .; I 12' T ~E: 1/4"/FT AA>K f0 .,"'~< , ~/. \ ~ 12' 5' n'. , " 'J ('l:; .Y/,' SLOPE: 1 /4" 1FT. ~ ~~ ~ ~ ,~~~ eL ~ 9" STABILIZED SUB-BASE COMPACTED TO A 98% MAX. DENSI1Y. STABILIZE TO TO OBTAIN A LBR-40. 6" SUB-DRAIN, SEE DETAIL, BELOW ... ~ ,...~ ~~." -NJ JT ~:;::: ';:t ......... 1 t I- ~ " 6" VERTICAl CURB /' , . - .. in s. rof . . 6" L1MEROCK BASE COMPACTED TO 98% OF MAX. DENSI1Y (MODIFIED PROCTOR). ALTERNATE BASE: 6" SOIL CEMENT 300 P.S.1. - 7 DAYS . . SUB-BASE COMPACTED TO BEST AVAILABLE DENSI1Y WITH RUBBER TIRE EQUIPMENT SPECIAL SUB-DRAIN NOTE: SUB-DRAINS MAY OR MAY NOT BE REQUIRED DEPENDENT UPON SUB-SURFACE SOIL AND AND GROUNDWATER CONDITIONS, THE ENGINEER AND/OR OWNER WILL DETERMINE THEIR NEED AT THE TIME OF CONSTRUCTION. t 1'-0" SECTION 28 SOUTH, RANGE EAST 21, TOWNSHIP t WHITE BORDER & SYMBOL BLUE BACKGROUND t ./ STANDARD ~ PRE-PAINTED _V DISABLED PARKING ~ SIGN ON 1/8" THICK SHEET ALUMINUM ~NDICAPPED SIG~ ~ SEE INDEX NO. 119 ~ ~ /'" EDGE OF ADJOINING ROAD ~ SIDEWALK 10 ~ I CONC. WALK RAMP DOWN .. S E INDEX NO. 09 4' , ~OPE: 1/4" / FT.. -j.,y,__ . fI.. ...:. J." .. !!il .' .. L~ Il1" .. .4 .. ." - .-6 - ~ ~ ...,...... ~ -. ~ PARKING BY DISABLED PERMIT ONLY BLACK BORDER & LETTERS WHITE BACKGROUND en _6" WIDE TRAFFIC ,. BLUE STRIPE (TYPICAL) \ I( z ~ z ~ ';:t V (TYPICAL) ,,-r+ ~ ~I~d'~ I 5'-0. rJ w ~ I 5'-0" I 29' -0" BLACK BORDER & LETTERS WHITE BACKGROUND $255 FINE F.S. 318.14 ~ 10 a. "--STOP SIGN R 1-1 ~t #5 REBAR @ 12" O.C.E.W. I 24" WHITE / STOP BAR: / - 6" STROKE FOOTING SHALL BE USED WHERE WALK ABUTS PAVEMENT "0 I ~ ALL LETTERS 1" SERIES "c" 2' TO EDGE OF SIGN L.,o. i----- rI' 2" HOT DIPPED GALVANIZED STANDARD WEIGHT STEEL PIPE NOTE: AN ALTERNATE OF SOIL CEMENT BASE (300 P.S.I. - 7 DAYS) MAY BE USED IN LIEU OF THE BASE AND SUB-BASE SHOWN ABOVE (BOTH SECTIONS) IF APPROVED BY THE OWNER AND ENGINEER, IF THIS ALTERNATE IS AlLOWED, THE SUB-BASE WILL BE COMPACTED TO 98% OF MAXIMUM DENSI1Y (MODIFIED PROCTOR). NOTES: 1, AlL CONCRETE IS TO BE 3,500 P.S,1. MINIMUM, 2. EXPANSION JOINTS ARE TO BE PLACED AT 50' INTERVALS. 3. CONTRACTION JOINTS SHALL BE PLACED AT 10' INTERVALS. 4. TOOL 1/2" RADIUS ALL EXPOSED EDGES, 5. SOIL UNDER SIDEWALK SHALL BE COMPACTED TO 1 00% MAX. DENSITY. 8"x2'-6" CONCRETE MASS, FINISH TOP OF MASS LEVEL WITH A SLIGHT RAISED WASH APPROXIMATELY 1 /2" ABOVE LEVEL OF TURF/SOD. -~ lYPlCAL HEAVY DUTY SIDEWALK DETAIL lYPlCAL PARKING SECTION NOT TO SCALE N NOTE: USE 6" PERFORATED P.V.C. PIPE FOR SUB-DRAIN AND REQUIRED FITTINGS. SOLID PIPE AT JUNCTIONS AND CATCH BASINS. PLUG HIGH ENDS AND COVER OUTFALLS WITH HARDWARE CLOTH. PERFORATIONS SHALL BE TURNED DOWN, NOT TO SCALE 30 LB. FELT~ TARPAPER ~ ~ ~ q::t.~ ~ ~ ~~~ 6"-~ ~/( SUB-DRAIN '"""'^ I '" ~ 3/8"- I ~ ROCK 6" I 6" (D.O.T, SPECS,) 1 1 'h in SPECIAL SUB-DRAIN NOTE: SUB-DRAINS MAY OR MAY NOT BE REQUIRED DEPENDENT UPON SUB-SURFACE SOIL AND AND GROUNDWATER CONDITIONS. THE ENGINEER AND/OR OWNER WILL DETERMINE THEIR NEED AT THE TIME OF CONSTRUCTION. NOTES: 1.) WALLS a.) New construction: maximum 6'-0' high and constructed of concrete block (8"x8"x16"). Materials used should be consistent with those used in the construction of and architectural style of the principal building. (Section 3-802 Materials) b.) Existing: maximum 6'-0' high replacement materials can be made of the same materials as long as they are made of approved opaque material. 6" J h 18" 6" SUB-DRAIN DETAIL NOT TO SCALE -I I-- 3 1/2" : 6]" " . j REINFORCEMENT TO BE BY MANUFACl'URER'S NI '. ':1 t> CARSTOPS TO PAINTED TRAFFIC YELLOW. L 4 ~ . ... .' "- T 1,"'8:".1 orr==2 - #4 REBAR~ I 6'-0" I .. . PRE-CAST CAR STOP 2.) FOOTINGS a"x16" concrete w/2- #5 continuous rebar imbedded. NOTE: STANDARDS. 3.) CONCRETE SLAB Monolithic, min. 6" thickness w/lmbedded 6"x6" / 10x10 welded wire fabric (W.W.F.), 3000 p.s.1. with fiber mesh reinforcing. 4,) CONCRETE FILLED CELLS With 1-15 vertical rebar tied to footer steel at each corner and every 4' O.C. NOT TO SCALE 5.) GATES Constructed of min. 1-1/2" diameter galvanized tubular steel w/privacy-type slats inserted in galvanized steel mesh fabric, hinge-mounted on min. 3" diameter galvanized steel post. (Gates and post constructed and installed per applicable building code by licensed fence contractor). 6" 6,) DROP PIN 1/2" dla. 18" long metal rod gate latch. Provide 3/4" dla. hole 6" into concrete for rods, In asphalt provide a 3/4" P. V,C. sleeve, 6" long, or equal. - .1. ..,L, -I 111~Ir;-.. ==llIlIlllj Ir ~ - .. 00 BASE 5' * ~LOPE: 1/4" / Fi.I\lL . .. ~ '4 " : to ~ 7,) SOIL Soil bearing capacity to be at least 2,500 P.S.F. . ~ &t . . s . 1>,... ""-Li' .. ~~ ?'O<:) ~ O';o'i' / / fJB~~~/ / II ,~.. . ~t ~ .. FOOTING SHALL BE USED WHERE WALK ABUTS PAVEMENT ~ 5' SLOPE: 1/4" / FT. - 2" 6" ." .. .' . . . aJ 'V I- ~ ~ . Tt' ~'-t)V-- _..1-1 1/2" CLEAR CONCRETE PERIMETER BEAM REINFORCED W/4 - #4 BARS CONT. ALL AROUND AND #2 STIRRUPS AT 12" o 00 PLAN NOT TO SCALE Orop pin hole J (typ.) " . .,.:1 Pr '>.. \"'eoncnrte'AO ~~ Pipe "" connector~... ........... ~ \ 3Soddle_Z - &rt--. J. " '. . . NOTES: 1. ALL CONCRETE IS TO BE 3,000 P.S.1. MINIMUM. 2. EXPANSION JOINTS ARE TO BE PLACED AT 50' INTERVALS. 3, CONTRACTION JOINTS SHALL BE PLACED AT 10' INTERVALS. 4, TOOL 1/2" RADIUS AlL EXPOSED EDGES. NOTES: 1. ALL CONCRETE IS TO BE 3,000 P.S.1. MINIMUM. 2. EXPANSION JOINTS ARE TO BE PLACED AT 50' INTERVALS. 3. CONTRACTION JOINTS SHALL BE PLACED AT 10' INTERVAlS. 4. TOOL 1/2" RADIUS ALL EXPOSED EDGES, 5. SOIL UNDER SIDEWALK SHALL BE THOROUGHLY COMPACTED. (0.15' "i ASPHAL~ CONCRETE _ \ ~_ 18" ............ 6" TYPICAL SIDEWALK DETAIL VERTICAL CURB DETAIL NOT TO SCALE NOT TO SCALE - '" - 72l2.: MINIMUM INSIDE ____ ~: ~l DIMENSION AT BASE -............ I 3'-9"x 2'-8" (10 S.F.) ~ 6"x 6" 1110~:I' "- WIRE MESH . ~ \: , : .... . - . PIPE " . POST (OPTIONS: 2" x 4" OR 2-1/2" MINIMUM DIAMETER WOOD; STEEL 1.33 Lbs/Ft MINIMUM) OPTIONAL POST POSITIONS~~ I FILTER FABRIC (IN ~ 20.::t: CONFORMANCE WITH ~ SECTION 985 F.D.O.T. SPECIFICATIONS.) "7 ~.:... \\1 w ~ ~r~""yv-.l'" i-l ~1lx1._~ ELEVATION . " . . . 6' MAXIMUM PRINCIPLE POST POSITION (CANTED 20" TOWARD FLOW) SECTION FILTER FABRIC ~)(: S I L T F'=illt SECTION 3/4" X 8" STEEL ANCHOR GALVANIZED U-BOLT PERMITTEz: I[;ALVANIZED HEX NUT AND EXPANSION BOLT NOT PERMITTED 0.148" GALVANIZED WASHER GALVANIZED CLUSTER PLATE AT TOP OF WALL PER'MITTED _ BASE PLATE I r:::::::::: / [,.-CONCRETE 1'-6" EQUAl PANELS CONCRETE --~ ::::::::::., -?>. 12.L, lo- 1/8" THICK RESI:NT P!S~ I IN ACCORDANCE WITH SECTION 932 OF THE STAN DARD SPECIFICATIONS NOTE: SILT FENCE TO BE PAID FOR UNDER THE CONTRACT UNIT PRICE FOR STAKED SILT FENCE (LF), lYPE III SILT FENCE NOTE: EROSION CONTROL SHALL BE INSTALLED PRIOR TO INITIATING ANY SITE CONSTRUCTION. EROSION CONTROL SHAlL BE MAINTAINED CONTINUOUSLY THROUGHOUT CONSTRUCTION. ANY EROSION CONTROL DAMAGED BY THE CONTRACTOR OR NATURAL FORCES SHALL BE REPLACED IMMEDIATELY AND ALL EROSION CONTROL SHALL REMAIN UNTIL FINAL ACCEPTANCE. EROSION AND SEDIMENT CONTROL DETAIL ~ NOT TO SCALE EDGE OF PAVEMENT- b vi I .-: r-. z I . R1-1 W/R 3D" X 3D" R 1 1 STOP SIGN ..'" IlIu,~LlI 12' -0" STOP BAR c!c STOP SIGN DETAILS ..: ,::\ ~ I ~ ::: ~:_ ~ ".:,~:. I ~ \'.' ~\.: , 1~1T1 r: t: rnilll In~ ,1 ~.==1I1 l:q:j~ lL.J io I ~ 8"~ io I N NOTE: ALL PAVEMENT MARKINGS TO BE Tl1ERMOPLASTIC. 16 RAMP DOWN .. S E INDEX NO. 09 CONC. WALK - 6" WIDE TRAFFIC WHITE STRIPE (TYPICAL) - _______ a 2" (TYPICAL)" II 12' 0" 111 NOT TO SCALE HANDICAP SIGN DETAIL HANDICAP STALL DETAIL NOT TO SCALE NOT TO SCALE CONCRElE MASONRY WALL CONSTRUCllON Materials, construction and quantity control of masonry shall be in accordance with Uniform Building Code (UBC), Chapter 24. General conditions and construction requirements shall be applied as specified In UBC, Section 2404 (f), during grouted masonry work. 1. All reinforcing steel shall be deformed bars conforming to ASTM A-615, Grade 60. Vertical reinforcement shall be placed In the center of the masonry cell, and shall be held In position at the top and bottom. 2, If a slab dowel does not line-up with a vertical core, It shall not be sloped more than one horizontal in six verticals (1: 6). 3, Horizontal wall reinforcement shall be standard truss type DUR-O-WALL (or equivalent) at 16' O.C.. Tie beam with 2-#5 rebar continuous 12' clearance min. -I LOCAL DEPRESSI~ ./ r___." - --- . ~7-/2"x 2" ANGLE IRON " :\GROUTED IN ." PERIMETER BEAM . .. . . . -, PRE-CAST UNIT OR " CAST IN PLACE PER . PINELLAS COUN1Y SPECIFICATIONS 12' clearance min. -II" -- " "-1-#5 at 4' center 6' drop pin (typ.) DIMENSIONS Grade "- Swing gate G d(tyP.) ra e - ~ 1 - 14" , ...J. r 8"J A B C x E D \ ~ ~ 3000 p.s.i. Concrete slab with fiber mesh reinforcing - monolithic, min 6" thickness, 6"x6" / 10x10 w.W.F. 6" 2.27' 2.36' 2.53' 2.70' 2.87' 4.09' 5.12 7.18 A 9,25' 11.31'0 6.36' 7.48' Q71' 11.95 14.18 4,03' 5.03 7.03 A 9.03' 11.03'0 " 2' 7" 2 10" 3 5" 4' 3" 5' 1" 4, Hollow Load-bearing Concrete Masonry Units shall be normal weight conforming to ASTM C-90, with a minimum compressive strength of 1 900 P9. ' " 4:1 Slope 8"x16" concrete footing w/ 2- 65 continuous reb,ar (typ.) " 5, Mortar shall be type M or S, in accordance with ASTM C-270. Place all masonry in running bond with 3/8" mortar joints. Provide complete coverage face shell mortar bedding, horizontal and vertical. 6, Coarse grout shall conform to ASThi C-476, with a maximum aggregate size of 3/8", 8" to 10" slump, and a minimum compressive strength of 2,500 PSI at 28 days. ELEVATION NOT TO SCALE ~1 I ~Sod/ l' I ~ ----, /BeYeled Or Round Come", ~i~ rr .~ -. - ..- , I." I I. I -0 ~;:::I '-I ~~ I).... Q.CD OQ. Vi r--------- 1 . T I I. I I I. I I -1. I I I. I : ~ Z IT IT 1 . b ~:n~~aFtI~:~el(t~~~)ards 0 10'-8" 1 1 4~: 48" I max I :::;l -, . 1 1 I 1 . I d 1 I I I . : 1 1 .:.1 1 1 1 1 II 7. Minimum 3" X 3" clean-out holes (f.'Jw-cut) are required at the bottom course of all cells to verify grout placement. Clean-outs shall be sealed after masonry inspection-provided in accordance with ACI 531-4.6, and before grou ting. ~ c VI /\''I\ IT L^.. 8. Prior to grouting, the grout space shall be clean, with no mortar projections greater the ~", mortar droppings or other foreign material. All cells shall be In vertical alignment, and shall solidly be filled with coarse grout as specified, 9, During placing, grout shall be consolidated with flexible cable vibrator. First grout pour shall be stopped a minimum of 1 - 1/2" below the top of the middle bond beam masonry. if! 6" conc, Slab 12' r c1eorani - -II- mint _00 -L---- I ~f '- 12' clearance min. Concrete Slab, 3" Or 5.J" ThICk,/ Reinforced With WWF 6x6-W1.4xWl.4 - 00 1 1 4' 1 min. 1 L! Swing gate (typ, ) TOP VIEW-SINGLE PIPE I I __-1 1 1 L__ S/o fY Gefle't1/ Pe VOrl Note" .. See ~~ 3" Or ~J. .. , 4- 2 Deepen .<round Outside Edge Of Pipe For ~ . Slab ..';;:t~ 8 A '--PROFILE GRADE rt-.. '-V ~ - <t INVERTED CROWN PAVT-- -- ~ ../ 1/2" MORTAR 48" -./"" --- ON INSIDE 32" ~1I6' / NOT TO SCALE o DUMPSTER ENCLOSURE DETAIL 6" " 2"x 2" ANGLE IRONj~ GROUTED IN PERIMETER BEAM Not L_ Than D .t--: ~ 14 Bar- R" ~ CORBELL ,,' " No Pipe Joint ermltted Unless - AilD'roved "i:iv The Erlalneer , Paid For Aa Pipe Culvert E - J F (Pipe To Be Included Under Unit Price For Mitered End Section) io I ~ : - HANDRAIL (SEE DETAIL TO BOTTOM LEFT)-....... (REQUIRED IN ALL AREAS WHERE VERTICAL RELIEF IS GREATER THAN 24") 18" F M SinQle Pipe 4.63 4.92 5.50 6.08 6.67 1.19 1.21 1.25 1.29' 1.33 G N 8 gr 11 13' 15 1.22' 1.41' 1,7:'>' 2.00' 2.24' ~ " ) ~~y:/- \/ ! / 11"'").., 10... Ie: ~~ ~~ IL.. \ '>. I' 1/ /)... J,j" .............. =-- ...... ---- /'S.-/I Side Ditch Grade 1 5' Sod I 15" " SECTION 4:1 Miter. To I Pipe For Pipes 18" And Smaller. 2: 1 For Plpee 24" And Larger. 2:1 Miter: To I Pipe For Pipes 18" And Smaller. 1: 1 For Pipee 24" And Larger. .Slope: ~ ~ . . ~L AROUND .' :,13 DROP INLET w J~ ~ . . . MITERED END SECTION NOT TO SCALE ORIGINAL ~ io 4 . I 2'-11 3/8" x 2'-3 5/8" STEEL~ GRATE 1YPE "c" AS MANUFACTURED BY U.S. FOUNDRY CORP. (#6611) OR APPROVED EQUAL NOTE: ALL CONCRETE TO BE 3,000 P.S.1. .~ io I ~~ NOTE: RETAINING WALL DETAILS ARE SHOWN HEREON FOR GRADING CONCEPT ONLY. FINAl STRUCTURAL DESIGN SHALL BE CERTIFIED BY A REGISTERED STRUCTURAL ENGINEER, 4. 0 t"I 4 ~ .~ f1"~O<:) v__ 0 ''i' . .:v I,l-,;y I ~ PLAN Vl W ~ ~ BASE NOT TO SCAlE DROP INLET GRATING NOTE: GRATE INLETS WITHIN ROADWAY SURFACE SHALL BE OF HS-20 DESIGN, CAPABLE OF SUPPORTING LOAD REQUIREMENTS OF 80,000 Ib FIRE TRUCK. EUI~ I · ~~li.. If ~F1 J. 4 . 1- · · ~2 - 115 REBAR ., ?~ 16" I . 1 No, 2/2/05 DATE PER PINELLAS COUN1Y AND CI1Y OF CLEARWATER REDUIREMENTS REVISIONS RRD ~ ..... DRN, CKD, APP ALUMINUM RAILS AND POSTS: 2" DIA. SCHEDULE 40 PIPE OR 2.5" DIA. .--/ 3/16" WALL TUBE ALLOY 6061-T6 - fa I - ~ . 1- I. 6' -6" MAX. EQUAL PANELS 6'-6" MAX. 4"" f.... TOP OF ~ I RETAINING __ ~ WALL ~ ~~-''- BASE PLATE, SEE ~H DETAIL AT RIGHT ~ NOTES: 1. ALL CONCRETE IS TO BE 3,500 P.S.I., 28 DAYS MINIMUM. 2. EXPANSION JOINTS ARE TO BE PLACED AT 50' INTERVALS. 3, CONTRACTION JOINTS SHALL BE PLACED AT 10' INTERVALS. 4, TOOL 1/2" RADIUS ALL EXPOSED EDGES. lYPlCAL RETAINING WALL DETAIL COUNTRYSIDE WEST MEDICAL CUNIC PAVING AND DRAINAGE DETAILS S.~OVERAS - FL ENGINEER'S LICENSE No. PE 8508 FL SURVEYOR & MAPPER LICENSE No. -=;::-- 8" 5~" NOT TO SCALE CLEARWATER PREPARED FOR: CWMC PARTNERSHIP, L.L.C. MR. MARK KLEIN, MANAGING PARTNER 2040 N.E. COACHMAN ROAD CLEARWATER, FLORIDA 33765 Phone: (727) 441 -1951 PINELlAS COUNlY DATE: NOV. 23. 2004 APPROVED BY: DES.: T.G. Radcliffe DRN.: WTS CKD.: .. SCALE: AS SHOWN JOB No.: 33284 i--1~" INDEX OF DRAWINGS SHm No. DESCRIPTlON 1. ----------- COVER SHEET 2. ----------- EXISTING CONDITIONS PLAN 3, ----------- LAYOUT AND EROSION CONTROL PLAN 4. ----------- PAVING AND DRAINAGE PLAN 5, ----------- WATER AND SANITARY SEWER PLAN 6, ----------- MAINTENANCE OF TRAFFIC PLAN 7. ----------- DETENTION AREA PLAN AND DETAILS 8. ----------- PAVING AND DRAINAGE DETAILS 9. ----------- WATER AND SANITARY SEWER DETAILS 10. ----------- SITE CONSTRUCTION SPECIFICATIONS SURVEYORS - 6LB 0000208 PLANNERS Fax: (727) 784 8153 CLEARWATER, FLORIDA 33761 10 r TOP OF RETAINING WAlL h ~ Ci. HANDRAIL A.. I' , ,I.. I fI' \,., ~ 'r Il7/8" DIA. HOLE 4.LUMINUM It 8"x6"x1/2" ALLOY 6061 - T6 (0 i: F ~~I 4 2005 FLORIDA LLOVERASe BAUR & STEVENS . I LS 1762 SHEET 8 OF ~) HANDRAIL DETAIL ENGINEERS - Phone: (727) 784 3965 29228 U.S. HIGHWAY 19 N, NOT TO SCALE .BASE..EJ.AIE CONSTRUCTION PLANS JOB No. 33284 Pick Hole io ~ , 1-1/4" 117 '/ ~ ~ I J ~ Required - 00000 0000000 SANITARY 000000 SEWERD 0000000 00000 Non Skid Pattern Required SOLID COVER ~ - 'N r") 10:: I 22-3/4" I ~ 0 ~~I MACHINED SURFACE - SOLID COVER SECTION MINIMUM WEIGHT 12B LBS. f RING - HALF PLAN N 0:: o ~ , r") I ~ 36" ~23"~ 21" MACHINED SURFACE I / 'I / L /~ ~~ I I " " " " " "I, RING - SECTION MINIMUM WEIGHT 7" 232 LBS. 9" 278 LBS. NOTES: 1. WHERE ROADWAY BASE IS B" OR THICKER USE 9" RING, ALL OTHER CASES 7" RING IS PERMISSIBLL 2. MANUFACTURERS MODEL OF STORM RING AND COVER TO BE APPROVED BY CITY ENGINEER. S/B" MIN. 4 REQUIRED I en 0:: o F-. STANDARD FRAME AND COVER DETAIL NOT TO SCALE B A ~ Rl 4 .Qj~' 'A~ ~ .~ '\.. ~ "'U~ -..~ 0-;) D < ~^ C (::::--. .........-::: DIMENSIONS - INCHES SIZE 3 x 2 1/2 x 2 1/2 4 x 2 1/2 x 2 1/2 5 x 2 1/2 x 2 1/2 6 x 2 1/2 x 2 1/2 4 x 3 x 3 5 x 3 x 3 6 x 3 x 3 B 10 3/8 10 3/8 11 10 1/2 11 1/8 11 11 D 10 3/8 10 3/8 12 5/8 13 12 1/2 12 5/8 13 C 10 3/4 10 3/4 12 1/8 11 5/8 12 1/2 12 1/4 12 1/4 A 9 1/4 9 1/4 11 1/4 11 1/4 9 1/4 11 1/4 11 1/4 E 6 5/8 6 5/8 7 1/2 7 1/4 7 1/2 7 1/2 7 1/4 FIRE DEPARTMENT CONNECTION DETAIL NOT TO SCALE _/'.I AT TERMINAL MANHOLE PIPE SIZE 450 1 2 2 3 3 4 4 4 5 6 6 7 7 1YPE FllTlNG 22 1/20 11 1/40 DEAD-END 1 1 4 1 1 6 1 1 9 1 1 10 2 1 11 2 1 14 2 1 18 2 1 22 3 2 26 3 2 30 3 2 34 3 2 38 4 2 40 900 3 4 5 6 7 8 9 10 12 13 14 15 16 i / .~ ~ ~ -::::::- \, 4/1 6/1 i I ., t' I I / ,;. 8/1 r:::::: /// I ~ 1 0/1 1 2/1 1 6/1 20/1 24/1 30/1 36/1 42/1 48/1 54/1 v I ..J'...IL-- PLAN SQUARE BOTIOM PERMITIED SEE INDEX NO. 301 L-~ VARIES A I I CLAY BRICK MASONARY TABLE APPUES TO 20 FOOT PIPE LENGTHS 0 150 P.S.I.G. TEST PRESSURE WITH 30 INCHES OF COVER OVER PIPE. NUMBERS SHOWN IN TABLE ARE THE NUMBER OF JOINTS FOR EACH SIDE OF FlTTING. ~ <1: 1/2" CEMENT PLASTER fu I t- U lb Cl ~ BOTIOM OF _'- /, CORBEL o BRICK 8" -/.1- ---/ 12"-~ --.-/:; ~ f 6"-j /14 4 ' .... ............ ~I ~ ---:::. 8" ~ ~ 8-/71~ _ L" 0:: ~-/ A 12' 4 ~S //~ .... 00:: //.-4 0:: Q.. / .... ~lE \ A4 N Cl -#... .... 2' JOINT IN PIPE ENTRY TYPICAL "D" EFFLUENT AND POTABLE WATER MAIN RESTRAINED JOINT REQUIREMENTS "E" ~ ~~~ NOT TO SCALE .... 4 I.............. ~.....-G:l ~ ......!. ........... ~ ........... I.....~ . .... 4 ,--,,~, SECTION A-A CROWN OF DROP PIPE SHALL MATCH CROWN OF OUTFALL PIPE FOR OUTFALL PIPES OF 10" OR LARGER. A B STOP LESS CHECK MUELLER H143S0 WITH LOCK WING AND COMPRESSION INLET OR APPROVED EQUAL D E C 4' MAX 6' MAX 7' 10' 7' 14' F 12" 12" G 113 AT 12" LW. 115 AT 10" LW. 115 AT 10" LW, 115 AT 10" LW. THREADED CORPORATION STOP WJELLER H 1500B OR APPROVED EQUAL ( TAP AT 45' ANGLE ) SHALLOW 0' - 4' STANDARD 4.1' - 6' DEEP 6.1' - 10' DEEP 10.1'- 14' 2'-6" 3'-6" 3'-6" 3'-6" 3' -6" 24" MAX 4' 30" MAX 4' 36" MAX 5' 36" MAX 8" B" NOTES: 1, ALL CONCRETE TO BE 3000 P.S.1. 2. P.V.C. PIPE ENTRY REQUIRES MANHOLE ADAPTER COUPLING BY FlO CONTROL INC., OR APPROVED WATER STOP COUPLING. 3, MANHOLES SHALL HAVE A WATER PROOF BITUMINOUS COATING ON THE EXTERIOR & INTERIOR. KOPPERS BITUMASTIC BLACK SOLUTION 300M, OR PRO CO EP-214, ~~ mU SADDLE REQUIRED ON 4" P,V.C. ONLY ~ ~ I/~ ~0 ~ :X: ~'-!P ~ STANDARD MANHOLE DETAIL TEE 1 1 2 3 5 8 1 1 13 17 21 25 29 32 SADDLE SHALL HAVE DOUBLE ST~NLESS STEEL STRAPS WITH EPOXY COATED DUCTILE IRON BODY. WATER SERVICE TUBING DRISCOPIPE 5100 OR EN DOT/YARDLEY BLUE JET, SDR 9, 340B POLYETHYLENE W NOT TO SCALE WATER MAIN POLYBUTYLENE Y 3!4"GATE VALVE IN ROADWAY--. TUBING ........ ~ ~ D.C.V.D'7 ,'(:I 3/4" CORP.TAP~' J ~. rT:.~ J r3/4" CORP.TAP r") (~O It.O r") / " ~ -~ .... _ ~ [t" [t]p III I( ,( H()): }J) III \10 \' -I-' ~~ lKf.uV~ v ~II~E: ~~E p~~.Ir ~~iE ~ 4" CONC SLAB. W/UNIFLANGL 2'-0Ix11'-O" FOR 4" TOP VIEW 2'-6"x12'-0" FOR 6" 3' -0" X 14' -0" FOR 8" TYPICAL CHLORINATION POINT NOT TO SCALE 1~TED FTmNGS ARE TO BE POlYEnM.ENE WRAPPED. 2. IF VALVE(S) IS TO BE LOCATED wnHlN A PAVED SURFACE. 6R wnHlN 'S FROM PAVING, IT IS TO BE ENCASED IN A CONCRETE COllAR PER P.C.U.E. STANDARDS. 3. IF FlRE HYDRANT IS TO BE LOCATED wnHlN 10FT. OR LESS Of A VEHICULAR TRAVELED MFA. GUARD POSTS ARE TO BE INSTALIB) PER P.C.U.E. STANDARDS UNLESS OTHERWISE APPROVED BY THE DIRECTOR Of PlNELLAS COUNTY UTlUTlES ENGINEERING OR AUTHORIZED REPRESENTATIVE. 4. IF DISTANCE BETWEEN VALVE AND HYDRANT IS 10FT. OR GRrATER. AN ADDITIONAL VALVE IS TO BE INSTALIB) FOR CONTROl. Of HYDRANT UNLESS OTHERWISE APPROVED BY THE DIRECTOR Of PlNELLAS UTlUTlES ENGINEERING OR APPPROVED REPRESENTATIVE. S 1/4-- 3 WAY FlRE HYDRANT R/W 12" MIN. FURNISHED BY P,C.W.S. I ~ f-- O_C_V.O-'I ~ Y- O.S.Y. GATE VALVE (2 REDO.) 3/4" TAPS ON SIDE OF O.S.&Y. !'" 1- -Z- GATE VALVES-BOTH FACE I == I I ~ I /; FLANGED JOINTS SAME DIRECTION ~~ ~;::: · · F<<J' r D.1. PIPE FINISH GRADE /L I 6" TO 1 2" 12" ~ I\.. ~ ,6 18"TO 2ft' 17 BURY UNE ...... .... TY ...- ~ tI2IEi. ALL BOLTED FIT11NGS SHALL BE POLYE1lM.ENE WRAPPED [t]Plr . . '. ~PIPE STANDS (4 REQUIRE~ FURNISHED BY P,C.W.S. 4"CONC. SLAB W/6"x6" NO.10 WIRE MESH 3/4" CORPORATION (12'''BELOW BOTIOM OF SLAB) 45 DEG. MECH.JOINT ELBOW, BELL-BELL...J / .. W/RETAINER GLANDS BOTH ENDS. ~ CONC. THRUST BLOCK TO BE POURED IN UNDISTURBED SOIL MIN. ONE JOINT D.1. PIPE OR P.V.C, PIPE W/UNIFlANGE UNDlST\JRBED EARTH (TYPICAL) ---........... J!rqo - ~" l.. <. . . ... . ,4 _ .. '. . .. LIMITS OF B.F.P.D, ASSY. .. '- ADJUSTABLE SPEC'D COVER n VALVE BOX ~R.W. VALVE JA ~ ~ .......... ~ \ 0 ".Ji;;i_ ~ " t............. r"'- - YCY~ II a. "~r ~~ a. oE ~ 7 ~LENT WEDGE ] TEE CONTROL VALVE(M.J.) ~- ~ SIDE VIEW - DEVICE MUST BE INSTALLED LEVEL - PAINT WITH TWO COATS OF BLUE PAl NT. - ALL BELOW GROUND D.1. PIPE AND FITIlNGS SHALL BE POLYETHYLENE WRAPPED, - RESTRAIN PER P.C.W.S.SPECIFlCATIONS. ANCHORING COUPUNG OR RESTRAINED PIPE FlRE HYDRANT ASSEMBLY PARALLEL DOUBLE CHECK VALVE ASSEMBLY NON-METERED FIRE LINE: 6" &: 8" FIRE HYDRANT ASSEMBLY NOT TO SCALE NOT TO SCALE SECTION 21, TOWNSHIP 28 SOUTH, RANGE 16 EAST I ~3"~ / 2" BALL VALVE BRONZE ~2"X 90" ELBOW ]~\), ~!! ~p 12" N ~ 1211~ FLUSHING & SAMPLING -= ASSEMBLY ,~ 2", J/4"TEE ~ \ u - GALVANIZED 3/4" THREADED \ NIPPLE 1 48" MAX./ 36" MIN. 3/4" SILL COCK - EXISTING r GRADE - p.(~7/>7>-- 'V"~Y~~~>>~>>'>Y">>:~~~ - ~ /J211 GALV. PIPE (TYP.) - ~">'>,."Y~Y>.-'Y>0/'>" ' tv /V' A-<(^,<0..~"'0..V ... """/-x. "/' '~~ ,," cJ W Q.. Ulo: h ~ ~ ( - ~ r--. 2", 6" NIPPLE, GALV. ~ 1 L1~ ~ 2" GALVANIZED " I;;; THREADED PIPE \'~ (,r Jlff Q -- -JlF=u .p-. 3;;1== 1 ~ RESTRAINED THREADED TAP 2" PLUG. NOTE: PIPE TO BE RESTRAINED PER P.C.U.E. SPECS. FOR DEAD-END CONDITION NOTE: PLUG 2" TAP AFTER REMOVING SAMPLING ASSEMBLY 18" MIN. 24" MAX. L-- 2"x 90' ELBOW, GALV. 2"TEMPORARY BLOW OFF ASSEMBLY NOT TO SCALE n.. o ~ BAL.L V~VE, BRASS ~ETER FITTlNG &: BUSHING I D.C.V.D. I OX 9 09 e - - r 6"NIPPLE, P.V.C. )]11 II~ V / (( 01 ~ e '- II II ~ CLOSE NIPPLE,BRASS THREADED SCHD. 80 PIPE,P.V.C. TOP VIEW .llillE; PAINT W1TH 1WO COATS OF BLUE PAINT BALL V~YE, BRASS ~NI_ ~ 1 fr MEIER FlT1lNG · ~ I ~UC::HI:J I \ 9r1' ELBOW, r BRASS .. .. THREADED SCHED. 80 PIPE, P.V.C. CLOSEJ NIPPLE,BRASS CLOSE NIPPLE,BRASS ~ 't.on:" 7 1 ~~ 5 ~ (1 : .), \' : ! N J\ t,. 12" ! FINISHED 1 GRADE .. .~. . .. . . ....... . ,,.'.. . . .. ~ .. ...... ~ .. '- CONCRETE SLAB "- '24"x 44"x 4" .' . . \" fONNECT TO \MEIER OOUPL>lG hi . 6"NIPPlE, 7 P.V.C. d FFn '11 IOO~ 9r1' ELBOW,BRASS . SIDE VIEW PARALLEL DOUBLE CHECK VALVE ASSEMBLY ABOVE GROUND INSTALLATION: 1~" &: 2" NOT TO SCALE 1 2/2/05 PER CITY OF CLEARWATER REQUIREMENTS No, DATE REVISIONS RRD i "fW DRN, CKD. APP COUNTRYSIDE WEST MEDICAL CUNIC WATER AND SANITARY SEWER DETAILS INDEX OF DRAWINGS CLEARWATER PREPARED FOR: CWMC PARTNERSHIP, L.L.C. MR. MARK KLEIN, MANAGING PARTNER 2040 N.E. COACHMAN ROAD CLEARWATER, FLORIDA 33765 Phone: (727) 441-1951 S. ~OvERAS - FL ENGINEER'S LICENSE No. PE 8508 FL SURVEYOR & MAPPER LICENSE No. LS PINELLAS COUNTY DATE: NOV. 23, 2004 APPROVED, BY: DES.: T.G. Radcliffe DRN.: WTS CKD.: .. SCALE: AS SHOWN SHEET lNo. DESCRIPTlON 1 . ----------- COVER SHEET 2, ----------- EXISTING CONDITIONS PLAN 3, ----------- LAYOUT AND EROSION CONTROL PLAN 4. ----------- PAVING AND DRAINAGE PLAN 5. ----------- WATER AND SANITARY SEWER PLAN 6. ----------- MAINTENANCE OF TRAFFIC PLAN 7. ----------- DETENTION AREA PLAN AND DETAILS B. ----------- PAVING AND DRAINAGE DET~LS 9. ----------- WATER AND SANITARY SEWER DETAILS 10. ----------- SITE CONSTRUCTION SPECIFICATIONS JOB No.: 33284 LLOVERAS. BAUR & STEVENS . , ~) ENGINEERS - SURVEYORS - NLB 0000208 PLANNERS , , Fox: (727) 784-8153 CLEARWATER, FLORIDA 33761 Phone: (727) 784-3965 29228 U.S. HIGHWAY 19 N, CONSTRUCTION PLANS JOB No. 33284 FLORIDA 1762 SHEET 9 OF 10 SECTION Corrugated steel metal pipe and pipe arch shall have one-half inch minimum deep corrugations, and shall be galvanized and hot dip asphalt coated conforming to MSHTO M-36 and MSHTO M-190 (Type A) specifications unless otherwise indicated on the plans. All joints shall be water tight and resist leakage at a hydrostatic pressure of 2 psi. Gauges shall be shown on the plans; gauges are F.D.O.T. specifications. The ductile iron pipe and fittings shall be designed in accordance with ANSI specification A21.50, and shall conform to ANSI Specification A25.51. The minimum thickness Class for pipe four inches and smaller shall be Class 51. The minimum thickness Class for pipe six inches and larger shall be Class 50. Reference is mode in the construction specifications, standards and plans to some agencies and entities that might have jurisdiction over this project. The references are abbreviated by the tabulation below and shall mean the latest requirements, editions and/or amendments of each, to by the Ductile iron pipe shall be coated as specified by the supplier of service. Mechanical joints and slip-on type joints shall conform to ANSI Specification A21.11. Mechanical joint glands shall be grey cast iron. Flanged piping shall have 125 pound flanges conforming to the requirements of ANSI Specification B16.1. Corrugated aluminum alloy pipe and pipe arch sholl conform to the F.D.O.T. specifications, Section 945 and also MSHTO M-196. The pipe and pipe arches shall not be asphalt coated unless shown on the plans or as required governing agency. Gaskets for corrugated steel or aluminium pipe sholl be in accordance with the manufacturers recommendations and shall be a minimum width of six inches and a minimum thickness of three-eighth inches. Section numbers referencing Florida Department of Transportation Standard Specifications for Road and Bridge Construction ore given herein according to the number system used in the 1991 Edition. Subsequent editions may be renumbered. The intent is the appropriate section os stated and sholl apply in spite of any renumbering. Fittings shall be rated for not less than 150 psi working pressure, shall be suitable for the service required, and shall conform to the requirements of ANSI Specification A21. 1 O. Fittings shall be lined and coated as specified for cast iron pipe. ABBREVIATION AGENCY OR ENTITY Underdrain pipe shall conform to the specifications of ASTM 0-3033 and F.D.O.T. specifications, Section 440. All material and installation shall be as shown on the plans or per the governing agency and Engineer s requirements. The perforations shall be turned down and conform to the specifications of MSHTO M-189. Unless otherwise shown on the plans, all pipe including P.V.C., D.I.P., and C.I.P. shall have a minimum cover of 24 inches in unpaved finish grade areas, and a minimum cover of 36 inches in paved areas and public rights-of-way. F.D.E.P. ------------ Florida Department of Environmental Protection F.D.O.T, ---------- Florida Department of Transportation COUNTY ------------ A political subdivision of the State of Florida MUNICIPALITY --------- County, city or town FDOH -------------- Florida Department of Health CHU --------------- County Health Unit ASTM -------------- American Society of Testing and Materials AWWA -------------- American Water Works Association USASI ------------- United States of America Standards Institute NSF --------------- National Sanitation Foundation SWFWMD ------------ Southwest Florida Water Management District MSHTO ------------ American Association of State Highway & Transportation Officials CS ---------------- U. S. Department of Commerce, Commercial Standards EPA --------------- Environmental Protection Agency ANSI -------------- American Notional Standards Institute (formerly U.SAS.I. & A.S.A.) Catch basins shall be constructed of precast concrete. Precast concrete catch basins shall conform to ASTM C-76, Table III, Wall B, F.D.O.T. Index No. 200-F. The interior of all pipe and fittings shall be kept clean and free from dirt or foreign matter at all times. Thrust blocks shall be installed at all fittings as shown in the table of the plans. Precast thrust blocks may be allowed subject to Engineer's and governing agency's approval. Upon completion of the mains, the water system shall be subjected to a hydrostatic pressure test. All air shall be expelled from the system, and the system shall be pressure tested by means of an accurate gauge, The pressure test shall be as specified by the Engineer, typically 150 psi for one hour minimum for the uncovered joints, and 24-hour minimum for covered joints. Uncovered joints are recommended. All leakage shall be corrected whereby the pressure test will be acceptable; thereafter, the leakage shall not be more than 23 gallons/24-hours/inch of diameter/mile or less as determined by the water system's inspector, The water system shall be flushed prior to and subsequent to each sterilization procedure that might be required for acceptance. Initial flushing shall be done after completion of the hydrostatic test. All lines will be sterilized in accordance with AWWA C-601 specifications and local governing authorities' requirements. The catch basin top may be cast in place or precast. Each top shall contain a two-foot diameter minimum cast iron frame and cover placed within the concrete. The bottom of the throat opening shall be below the flow line of the curb, and the throat vertical height cannot vary more than one-half inch from the detailed plan dimension. Drop inlets shall be constructed of precast concrete. Precast concrete drop inlets shall conform to ASTM C- 76, Wall B, Table III, Junction boxes may be constructed of the same materials as catch basins, drop inlets or sanitary manholes. An inside or outside drop unit is not required. A two-foot diameter minimum cast iron frame and cover is required. All covers shall be traffic bearing unless otherwise noted on the plan and in accordance with the governing agencies' requirements. Gate valves three inches and smaller shall have a bronze or iron body and shall be bronze mounted, designed to operate at 200 psi working pressure. Gate valves four inches and larger shall conform to the specifications of AWWA C-500, "Class 150" with an iron body, bronze mounted, non-rising stem designed to open counter-clockwise. All valves shall have ends or joints to match the pipe to which they are to be connected. Each gate valve shall be installed with an adjustable cast iron valve box and cover set at finished grade and well marked. The words "shall" and "will" are mandatory, The word "may" is optional. Where a particular brand name appears with "or equal", the intent is to denote a product of quality standard; therefore another brand of equal quality may be used, subject to the Engineers approval. The Engineer shall mean L1overas, Baur and Stevens. The Contractor shall mean the person or firm performing the proposed installations. ~ All unsuitable material shall be removed such that no material remains within a field determined dimension of the outer limits of any pavement, curb or building pad, Unsuitable material shall include, but not be limited to, vegetation, palmettos, trash, trees, tree limbs, tree stumps, tree roots or clay. All clay, clayey, impervious soils or unsuitable soils shall be removed from paved areas to a minimum depth of 24 inches from the bottom of the pavement base, and shall be replaced with suitable material for compaction. The suitable material shall be compacted in layers to meet the required density. Subdrains may be installed as necessary to meet the required density. In no case shall any impervious material remain in the pavement area such that water will be restricted from entering the subdrain system. Fire hydrants shall conform to AWWA C-502 specifications and the Ilocal fire district requirements. Each hydrant shall connect to a six inch minimum water distribution main, A gate valve with cast iron box and cover shall be placed between the main and hydrant, unless the main is a "fire line" only. The hydrant valve shall be 5 1/4 inches, with two - 2~ inch nozzles and one - 4~ inch pumper nozzle. The hydrant shall be installed plumb, and the pumper nozzle shall face the pavement. The pumper nozzlle shall be 18 inches above finished grade, and shall open counter-clockwise. The hose threads and final paint color shall conform to local fire district requirements. The hydrants shall be compression type with "break-away" facilities, and the operating stem threads shall not be located in the waterway. The Owner sholl mean the person, persons, firm, company, partnership or corporation developing the project. The Plans shall mean the site construction (working) designed drawings prepared by L1overas, Baur and Stevens. The Plans depict the locations and elevations of each of the facilities, and are exclusive of these specifications in the specification of materia I types, The Specifications shall mean the written detailed particulars of the project facilities which are, although part of the Plans, not intended to supercede plan notations regarding general material types. F The entire sanitary sewer system shall conform to the requirements of the F.D.E.P., and also the requirements of the local utility receiving the wastewater. The system shall be constructed as shown on the plans, including the details. Sanitary sewer pipe material shall be of the sizes and material as shown on the plans. The pipe material shall be polyvinyl-chloride (P,V.C.), unless otherwise shown on the plans. Water service pavement conduits shall conform to the plans and the requirements of the water utility supplying and/or maintaining the system. The conduits shall be P.V.C. or an approved equal, and will be placed as shown on the plans. The intent of the plans and specifications is to develop a project by acceptable engineering practice that is respectful of the public's safety, health and welfare, and conforms to the requirements of any agency or entity having jurisdiction. The Contractor shall obtain all permits, licenses and approvals required of the Contractor by the governing authority and from any and all agencies having jursdiction on the project prior to proceeding with any portion or portions of the project. The Contractor shall also comply with the requirements of the Owner or any governmental agency regarding bonds, insurance, etc., if required. Main line pipe shall either be polyvinyl-chloride P.V.C., ductile iron, cast iron or vitrified clay. P.V.C. sanitary sewer pipe shall conform to specifications and ASTM D-3034 SDR-35. Ductile iron pipe and cast iron pipe, fittings, specials, joints and installation shall conform to the specifications for the water distribution system as mentioned herein. Ductile iron pipe and cost iron pipe do not have to be cement-lined unless required by the local utility receiving the wastewater. Vitrified clay pipe, fittings, specials and joints shall be extra strength and shall conform to ASTM C-700, ASTM C-301, ASTM C-425 and ASTM C-594 specifications. Water service pipe material shall be galvanized steel, P.V.C" polyethylene, polybutylene or an alternate approved by the utility and Engineer. Galvanized steel pipe shall be standard weight Schedule 40 with threaded connections. P.V.C. pipe shall be the same as the main line pipe. Polyethylene shall be Type III, Grade 3, Class C material, and shall conform to ASTM D-1248 and ASTM PE-3306, The tubing shall also be manufactured in accordance with Commercial Standard No. C,S. 255, or an approved equal. Polybutylene tubing shall conform to AWWA C-902, All fittings shall conform to the particular type service pipe material. Each service shall have a' corporation stop at the main, and all service connections and appurtenances shall be subject to the approval of the Engineer and/or the water system supplying the water. Water service locations will be marked on the curb with a durable paint. The Contractor is governed by the requirements of all permits, licenses, approvals, etc., that have been secured construction whether obtained by the Contractors' forces or by others. for the The contents of the plans, details and specifications prepared by the Engineer sholl be used with due regard to their meaning, function and purpose. The Engineer shall not be responsible for any deviations, unless written approval is granted by the Engineer. Joints shall be Type III, compression "0" ring or Type B, compression sleeve. Infiltration shall not exceed ASTM C-425 or governing agency's specifications. Connections to cast iron shall be by use of adapters or per the manufacturers recommendations. Installation shall conform to ASTM C-12 specifications, governing agencies' requirements, and/or manufacturer s recommendations. All building connections shall conform to the architectural plans and specifications, the governing agencies' requirements, and the Engineer. All work or materials shown on the plans and not mentioned in the specifications, or any work specified and not shown on the plans, sholl be furnished, performed, and done by the Contractor as if the same were both mentioned in the specifications and shown on the plans. Water meter and backflow prevention device size, material and insta lIation shall conform to the requirements of the utility, the plans, and the Engineer's specifications. The trench for the sewer line shall be excavated to a minimum width and depth. Pipe laying shall commence at the lowest point so that the spigot ends point downstream in the direction of flow. The trench shall then be backfilled, protecting the pipe from vertical or lateral movement. All lines and laterals shall be installed in straight lines with proper fittings at the plan grade. The grade shall not rise or sag more than one inch vertically between two successive manholes; the horizontal alignment between two successive manholes shall not vary more than three inches, Irrigation pipe material shall be polyvinyl-chloride (P.V.C,), and shall conform to the same specifications as the water main pipe, other material may be used subject to the utility's, Owner's and Engineer's written approval. All fittings and testing shall be as indicated on the plans. All valves shall conform to the specifications for water valves. Should the Contractor, in preparing his bid, find anything necessary for the construction of the project that is not mentioned in the specifications or shown on the plans, or find any other discrepancy in the specifications and plans, he shall notify the Engineer who will furnish an explanation. Material types shall be as shown on the plans. All material types shown in the specifications are not applicable to each and every project or situation, and the specified material shown on the plan sheets sholl govern. The plans do not necessarily denote actual pipe lengths, The actual length between any junctions sholl be established on the site. Gravity sanitary sewers (and force mains) crossing under water mains shall be laid to provide 18 inches minimum vertical clearance between the invert of the higher pipe to the crown of the lower pipe. The crossing shall be arranged so that the sewer joints and the water joints are equidistant from the point of crossing with no less than 10 feet between any two joints, Where the minimum 18 inch vertical separation cannot be maintained, the sanitary sewer shall be placed in a sleeve or encased in concrete for 20 feet centered on the point of crossing. ~ This section shall include the vehicular and pedestrian areas within the limits of rights-of-way or other areas as shown on the plans. The areas are to be graded and constructed as shown on the plans, details and typical Sections, The Contractor shall examine the plans, specifications and site conditions in detail, both prior to commencing construction, and also continually until the site construction is complete. The Contractor sholl insure paving and drainage improvements for a period of 18 months, and all other improvements for a period of 18 months after final governmental acceptance and the Owners and Engineers acceptance of all workmanship, materials and equipment which he installed and furnished. Any defects caused by the Contractors forces or suppliers within the period specified shall be corrected without additional cost to the Owner. Any defects that occur '...ithin the period specified, which are proven beyond the Contractor s control, will not be the Contractor's responsibility to correct. Where the sanitary sewer must cross over a water main, the pipes shall be centered as indicated above, and the water main shall be placed in a sleeve or encased in concrete for 20 feet centered on the point of crossing. Gravity sanitary sewers shall be installed at least 10 feet horizontally from any existing or proposed water main. The distance shall be measured edge-to-edge. In cases where it is not practical to maintain the 10 foot separation, the water main shall be installed in a separate trench, or on an undisturbed earth shelf located on one side of the sewer, and at an elevation so that the bottom of the water main is at least 18 inches above the top of the sanitary sewer. The water and sanitary sewer joints shall be staggered. Force mains shall be installed at least 10 feet horizontally from any existing or proposed water main. At road crossings with less than 30 inches of cover, and any part of the sewer line that may have less than 12 inches of cover, the sanitary sewer shall be cast iron pipe, ductile iron pipe or concrete encased vitrified clay pipe for the length the condition exists. Where trenches cross existing roads by the open-cut method, the backfill shall be placed in 12 inch layers, and carefully tamped until compacted to the same density of the undisturbed soil. The ends of pipe shall be well marked for later identification and location. These, as well os the location of manholes, wyes and service laterals, shall be shown on the As-Built Plans. The As-Built data shall be furnished to the Engineer and Owner by the Contractor upon completion of the work. Manholes may be constructed of solid clay brick or precast reinforced concrete. Solid clay brick shall conform to the specifications of ASTM C-32. Precast reinforced concrete shall conform to the specifications of ASTM C-478. All manholes are to be water tight as required by the utility and as shown on the Plans, and also have channeled inverts as shown on the plans, Brick manholes sholl be made water tight on the outside walls only, as shown on the plans. Precast reinforced concrete manholes ore to be made water tight by a coat(s) of bituminous material and other acceptable methods at the joints of sections, The manholes shall be constructed so that the rim may be adjusted to comply with the different finish grade conditions which may arise. Each manhole shall contain a two-foot diameter minimum cast iron frame and cover. Ladder rungs or steps are not to be installed in any manhole. A drop pipe unit shall be provided for a sewer line entering a manhole at an elevation more than 24 inches above the lowest manhole channel invert. All backfill over any pipe within roadway areas shall be compacted per F.D.O.T. specifications, section 125-8,3. Telephone, electric, irrigation and water service pavement conduits shall be placed prior to installation of the subbase. The Contractor shall coordinate these services. The Engineer shall not be responsible for any acts or omissions of any Contractor or Contractors or any other person performing work on this project. The Engineer also will not be responsible for the construction procedures, safety precautions and programs incident thereto. Subbase shall be stabilized within the dimensions shown on the plans. The minimum Limerock Bearing Ratio (L.B.R.) and density shall be as shown on the plans, and shall be done in accordance with F.D.O.T. specifications, Section 160 (also MSHTO T -180). The percent of density refers to the standard method of testing using the Modified Proctor. The location and frequency of tests shall be as determined by the Engineer and/or the governing agency having jurisdiction. Subbase shall be of native material, only if it meets the required bearing value, Should native material fail the required bearing values, acceptable and approved material shall be mixed until the bearing value is obtained. Acceptance by the Owner, Engineer and/or governing authority shall not warrant the quality of the worle Each Contractor shall comply with all applicable ordinances and lows regarding fire prevention and conduction, dust, noise, safety, sanitary and similar public health and safety aspects. He shall also supply the Engineer, governing agency, and owner a set of As-Built Plans (Record Drawings) of each utility he installs at no extra cost. ~ The Contractor shall be responsible for coordinating his work to ascertain that all requirements of duly authorized agencies, entities, political subdivisions of the State of Florida, muncipalities or their administrative divisions (sections) have been met. Underdrain pipe shall conform to the specifications of ASTM D-3033 and F.D.O.T, specifications, Section 440. All material and installation shall be as shown on the plans or per the governing agency and Engineer's requirements. The perforations shall be turned down and conform to the specifications of MSHTO M-189. Bases shall be Iimerock, oyster shell, soil cement or an approved alternate. Limerock base material, installation and density shall conform to the F.D.O.T. specifications, Section 230. Oyster shell, if allowed, shall conform to F,D,O.T. specifications, Section 250 and the governing agency's requirements. Soil cement base, if allowed, shall conform to F.D.O.T. specifications, Section 270, and the governing agency's requirements. Alternate bases, if approved, shall conform to the requirements of the Engineer, governing agency, and! the respective sections of the F,D,O.T. specifications. The base material shall be placed on the subbase on Iy upon completion and acceptance of the subbase. A. TREE PROTECTION AND REMOVAL The Contractor shall obtain any and all necessary tree permits. Tree removal shall be done in a manner whereby the remaining trees will not be damaged. Should damage occur to any protected tree, the Contractor doing said damage shall satisfy the requirements of the County or municipality. The Engineers will not locate or designate the trees to remain or to be removed. The minimum base density shall be as shown on the plans, and as required by the Engineer and governing agency. Base material shall be thoroughly clean and free of debris prior to application of the prime coat, The base shall be primed with a rapid cure type sealant at a rate of 0.10 gallons per square yard. All materials and installation shall conform to F,D.O.T. specifications, Section 300, the Engineer's and the governing agency's requirements. The prime coat shall be covered with sand or screenings per F.D.O.T. re'quirements, Section 300. Alternate cover material may be used subject to approval of the Engineer and the governing agency. Excess material shall be removed by a drag broom or equal. Existing trees which have been designated to remain shall be protected per the requirements of the muncipality and/or agency having jurisdiction. Cleanouts shall be constructed as shown on the plans. The entire system sholl be flushed, lamped, television inspected (including tape), and visually inspected prior to acceptance. Force mains shall be constructed using the same material and installation specifications (including thrust blocks and fittings) as the water distribution system as mentioned herein and shown on the plans, B. CLEARING AND GRUBBING Site conditions shall include existing utilities, either aerial or underground. The exact locations of existing utilities shall be determined by the Contractor. The Contractor shall also be responsible for notifying all existing utility companies prior to and during construction. The Contractor shall be responsible for the protection of all utilities, and shall also comply with the requirements of all affected utility companies, public or private. G. WATER DISTRIBUTION SYSTEM A tack coat shall be applied prior to placement of the final surface course. The tack coat shall be applied within 72 hours after placing the prime coat, or prior to placing the surface course. The tack coat materials, installation and application rate shall conform to F.D.O.T. specifications, Section 300, the Engineer's and the governing agency's requirements. The entire water distribution system shall conform to the requirements of the FDOH, and also the requirements of the local utility supplying the water and fire protection. The system shall be constructed as shown on the plans, including the details, Clearing and grubbing shall proceed with due regard for all permits, ordinances and laws that may apply to tree, trash or other unsuitable material disposal. All trash or tree burning, if allowed, shall be performed so as not to create a public nuisance and shall be properly permitted. No unsuitable material, such as vegetation, trash, trees or clay, shall be disposed of by burying unless approval is obtained from the Engineer. Additional permitting may be required by 0 proposal to bury. Water main pipe material shall be of the sizes and material as shown on the plans. The pipe material shall be polyvinyl-chloride (P.V.C.) unless otherwise shown on the plans. Main line pipe and fittings shall be DR-26 P.V.C., DR-21 P.V.C., DR-18 P.V.C., DR-14 P.V.C. cast iron pipe (C,I.P,), or ductile iron pipe (D.I.P.). All P.V.C. pipe shall be laid with an insulated 12 gauge A,W.G, solid strand copper wire wound around the pipe forming one complete spiral per joint of pipe. This wire shall be continuous with splices made only by methods approved by the engineer and the City of Clearwater. This wire shall be secured to all valves, tees and elbows. Refer to City of Clearwater Contract Specifications and Standards. All P.V.C. water mains two inches and smaller shall be DR-21, The DR-21 P.V.C. pipe shall be designed in accordance with AWWA C-900 standards. P .V.C. pipe shall be made from Class 12454-A or Class 12454-B virgin compounds conforming to AWWA C-900, Table 2, P.V.C" 1120, DR-21 as defined in ASTM D-1785. The pipe shall be color coded with a stamp thereon denoting a pressure rating of 160 psi at 73.4 degrees Fahrenheit (23 degrees Centigrade). The pipe, fittings and specials shall conform to the NSF specifications, and shall bear the NSF approval label for potable water. The DR-21 P.V.C, couplings and joining materials shall conform to AWWA C-900. All DR-21 pipe, couplings and fittings shall be adaptable for use with cast iron pipe or ductile iron pipe. Pavement course shall conform to the dimensions and thicknesses as shown on the plans and the Engineer's and governing agency's requirements. The material and placement shall be in accordance with the "Pinellas County Standards for Hot Bituminous Mixtures", if applicable, or the F.D.O.T. "Standard Specifications for Road and Bridge Construction", if applicable. The type of pavement course shall be as indicated on the plans. C. GRADING Concrete curbs and gutters shall conform to the dimensions, locations, thicknesses, strength and elevations on the plans, details, and as required by the Engineer and governing agency. Materials and installation in accordance with F.D.O.T. specifications, Section 520. Minimum concrete strength shall be 3000 psi. shall be placed after acceptance of the subbase, and prior to placement of the base. shown shall be Curb All earth moving shall be completed as indicated on the paving, drainage and detail Sheets. The Engineer shall be notified of any known or encountered "sinkhole" or other unusual natural fault development so that he may notify any applicable public authority. The Contractor shall be reponsible for dust control, erosion control, and any other measures necessary to protect adjacent property or the environment from harm due to the work. Sidewalks shall conform to the dimensions, locations, elevations, thicknesses and strength shown on the plans, details, and as required by the Engineer and governing agencies. Concrete sidewalks only shall conform to the F.D.O.T. specifications, Section 522, D. DRAINAGE Traffic paint shall conform to the color and dimensions shown on the plans and as required, Installation and material shall conform to F.D.O.T, specifications, Sections 710 and 971-12, and also the Engineer's and governing agency's requirements. The storm drainage system shall be installed as shown on the plans and as specified. Storm drainage pipe material shall be of the sizes and material as shown on the plans. The pipe material shall be reinforced concrete unless otherwise shown on the plans. All four inch P.V.C. water mains shall be DR-14. The DR-14 P,V.C. pipe shall be designed in accordance with AWWA C-900 standards. P.V,C, pipe shall be made from Class 12454-A or Class 12454-B virgin compounds conforming to AWWA C-900, Table 2, P .V.C" 1120, DR-14, as defined in ASTM D-1785. The pipe shall be color coded with a stamp thereon denoting a pressure rating of 200 psi at 73.4 degrees Fahrenheit (23 degrees Centigrade). The pipe, fittings and specials shall conform to the NSF specifications, and shall bear the NSF approval label for potable water. The DR-14 P .V.C. couplings and joining materials shall conform to AWWA C-900. All DR-14 pipe, couplings and fittings shall be adaptable for use with cast iron pipe or ductile iron pipe. Street name signs and other sign materials and installation, when required for vehicular and/or pedestrian traffic control or information, shall conform to the governing agency's requirements. The trench widths shall be os narrow as possible, and bedding shall be well compacted around and above the haunches as required to stabilize the pipe. Installation shall conform to the F.D.O.T. Specifications, Sections 125 and 430. All pipe shall be installed with proper fittings at plan grade. All discharge open ends of pipe are to be protected with headwalls, mitered ends and/or rip-rap with additional rip-rap as required by the Engineer or governing agency to prevent erosion. Rip-rap shall conform to the plans or F.D,O.T. Specifications, Section 530. All pipe and appurtenances (structures) shall be clean and free of debris upon completion, THE GENERAL SCOPE OF THE WORK CONTAINED HEREIN IS SET FORTH ON THE PRECEDING SHEETS OF THE PLANS. SOME MATERIALS SPECIFIED HEREIN WILL NOT BE UTIUZED ON THIS SPECIFIC PROJECT. All P.V.C. water mains six inches diameter shall be DR-18. The DR-18 P.V,C. pipe shall be designed in accordance with AWWA C-900 standards. P.V.C. pipe shall be made from Class 12454-A or Class 12454-B virgin compounds conforming to AWWA C-900, Table 2, P.V.C., 1120, DR-18 as defined in ASTM D-1785. The pipe shall be color coded with a stamp thereon denoting a pressure rating of 150 psi at 73.4 degrees Fahrenheit (23 degrees Centigrade). The pipe, fittings and specials shall conform to the NSF specifications, and shall bear the NSF approval label for potable water. The DR-18 P.V.C. couplings and joining materials shall conform to AWWA C-900. All DR-18 pipe, couplings and fittings shall be adaptable for use with cast iron pipe or ductile iron pipe. Circular reinforced concrete pipe shall conform to ASTM Specifications C-76, Class III, Wall B. Elliptical concrete pipe shall conform to ASTM Specifications C-507. Gaskets sholl conform to F.D.O.T. Specifications, Section 942, the specifications of ASTM C-361, and the manufacturers recommendations. Circular and elliptical pipe lifting holes shall be permanently mortar closed before backfilling. All round reinforced concrete pipe joints under pavement, driveways and sidewalks within public right-of-way shall be wrapped with Mirafi 140 N filter fabric, or equal. Fabric shall be 0 minimum of 30" in width and centered on pipe joint, 21, TOWNSHIP 28 SOUTH, RANGE 16 EAST NOTE: ALL WORK SHALL COMPLY WITH THE CITY OF CLEARWATER TECHNICAL SPECIFICATIONS AND THE CITY OF CLEARWATER CONTRACT SPECIFICATIONS AND STANDARDS. 1 2 2 05 No. DATE O R I Gl I ~\ I ,/\ I I\,' \, FEB 4 20U5 INDEX OF DRAWINGS SHEET No. DESCRIPTION 1. ----------- COVER SHEET 2. ----------- EXISTING CONDITIONS PLAN 3. ----------- LAYOUT AND EROSION CONTROL PLAN 4. ----------- PAVING AND DRAINAGE PlAN 5. ----------- WATER AND SANITARY SEWER PLAN 6. ----------- MAINTENANCE OF TRAFFIC PLAN 7. ----------- DETENTION AREA PLAN AND DETAILS 8. ----------- PAVING AND DRAINAGE DETAILS 9. ----------- WATER AND SANITARY SEWER DETAILS 10. ----------- SITE CONSTRUCTION SPECIFICATIONS PER CITY OF CLEARWATER REQUIREMENTS REVISIONS RRD DRN. CKD.APP COUNTRYSIDE WEST MEDICAL CLINIC SITE CONSTRUCTION SPECIFICATIONS CLEARWATER PREPARED FOR: CWMC PARTNERSHIP, L.L.C. MR. MARK KLEIN, MANAGING PARTNER 2040 N.E. COACHMAN ROAD CLEARWATER, FLORIDA 33765 Phone: (727) 441-1951 DATE: DES,: DRN.: CKD.: SCALE: JOB LLOVERAS ENGINEERS Phone: (727) 784-3965 29228 U.S. HIGHWAY 19 N. CONSTRUCTION PLANS PINELLAS COUNlY NOV. 23, 2004 APPRO~D BY: ~ Radcliffe (). C\ :-SHOWN S. ~OVERAS - FL ENGINEER'S LICENSE No. PE 8508 No.: 33284 FL SURVEYOR"'" MAPPER LICENSE No. FLORIDA LS 1762 SHEET 10 BAUR & STEVENS OF SURVEYORS NLB 0000208 PLANNERS Fax: (727) 784-8153 CLEARWATER, FLORIDA 33761 10 JOB No. 33284 I 4 100 I / I ,~:, :;:,~ S.89034'19'E. (P), ~ ~ 'MY / t~, CHERRtf ~.( r _ /~i::a~ -~ 0 I~' 0 ~o I I ;)', ;) ..... ~, ~D \ ~ .; o c; o ri S.00003'53'E. (P) tJ S.00<>02' 44"E. (M) 3 81 I ______25.00' I 2;c I LOS FENC~ " 2'~2"0/0,4' S., 1,4' 'vI:- F CE 2.0' N. . PROPOSED ROSION tf CO~r4<OL /6,6 <><-~15'O(~:fa' SHS No, 7 '-1-- - - . V 6 0, '.' ~ ~V'~.; 0 1~71~~..~, f- ;:l ~<;f 4'jp ){[Ip,' 0', 8' ~ ::,..,' ~'> ~' 15' ~ ,. ' 5 40 .~' ~~'67 ~.: ,I.J!Q 3 (]\ 9' ICB Jr f:\J '" ~ l-, . 0... " 1\ I~B" I ;~ IIMM \- ,.. I ~;'G " '~;:"'. ~ 57' J~17' 8'~.'aZJl .. ~.., "" ,-;:' ~,;:- ~ , IVe, T"\ ~. 1\ -ifll ;5 ~~.,.' .', ';)Z~U LTP~ ~:3' \ ~o, L~~ ~~'" ==fli I,'~ - '-~ PF 0 )OSED.~" 6', c-' ,I DEln NTIDN - ~ )EA 5 I":,, 0' I Il~~ II 1:.<. 5 I 30 5 1\ 30 ~ ~', ICB ~~5" 8'! ~ d '" I..:.'. vs LMM ~ LMG 3 ~'~~ I 4 ~ 0...' (~~ "... ;:0 L I (. 'i( TJV 0... f- I ~~ r-- .. 12', ~' , D:r: 1./ .," --........ 25 ~~, 2' / I (]\ ~ L:J ..' G .. 4, I A2' 0... ...... > LM PROPOSED 45-n 12 ~/~ ~f\J::~5,113' "'I -.J 3 2 STORY MEDICAL IX (J. 1~~' 1 , 4' J ~.: !hW;g, 2', 19' I::'.: VS .---OFFICE . ~~ (~~ 3 r--.. I ---: I 8 W~ (, '\. o I ~; ':''-/In LMG ~O I2l .. CtDAR I 5 . . ILM~ I I Ie:;5 T IX VM,"':: ~ I :"UST TD ~0~ . I 1,1. ,_ iIl- '2' - - "...,7 I> ~+~~~ I ,-~rt ~~12 j i'.:_~",""'~,:,,~,,",",~,~,:,~ ..';~.>,~~: ..<~?~ 7; ~:;w, :, ~B 8.&! & ~~~ & ~! & \15' M E S C8 ~ r 'C '\ on.;;; \, ;O'Oc I 12' 15' I 12' I \ ~ 4' S"'EETrf," \ 2' I ~~ ExiS'TING -gc- '\ ." ;~ ~ \ 1120 5 /1 I? 1\ JV I~',~~'~~ -:0 ~5' I T IN I J ICB _1t':~V 9'5' is T JI, r-::n ~~ ~ 9' ~ Ie B - ; .-1'-,../ 110 Ili~ t---- , .' 1 ~J~(~ ~ I;; ~~:--~~i~ pv 5 ,~ : M.E.S. " ' 45 r::-:~ IG: EXISTING 2,) 14' ~ JP ,. I 25 \ I '" 1 ,...' ~'. .... J P I 20 Ij 2 1 HIB A III JV ~...... TJN ~ - ~ ~I~ ~ IGN;~ ~';': ~o ~;~~/\ 01.J \ ~~ ~~ ~; II ~~ I LII < z SIGN - N 1\ ~> ~ ::STING ~~~~~6tD EROSION ;3 JV ONE STORY (SEE SHEET No.7) JI,' C'>B MASONRY "'VI'" BUILDING EXISTING lff--SIGN LO'vlEST FL. EL. = 43,83 COVERED AREA-t/) AlffjLT II/Till - / ~ ) ( 15' "'IDE DRAINAGE / L ~ AND UTILITY EASEME~ PER PLAT 014', 9' \ 1\ '" ;., ~ 16'0 6' " " ~ a... '-' '-' , PR POS::D, EROS 0 CD uR[jQ6 (SE S ~bfa. No. ) f'.. -n ....--i '<t' - M(Y) M(Y) M(Y) C> C> cUI' M" .....1110\ .....I ('IJ <[, ~dll l=l <[a...> WDZ It-..... U\ C1' o q 14' HEAD'vIALL TOP ~L. = 38.67-'1 INV. - 35,45 , 24' R.C.~, U L5 ~ <t a ...... I-- ~ 4J q l::l e '" ...... x 4J 7' BA Y ~ J-, ~ ( 5' ;' 22':' ~ ~ ~ 7tif <[ ,j II I, r ~ W . '2" 10' l=l, "'-1/ " <[ a...:> . WDZ ~ I .- ~~ 6, o b o & q 7' 4 i' 4' 616 )9' ~O' <19' 65' f 5' -( -. lr J DRAINAGE EASE ME I' 018' -<'ER PLAT) 2 f, ~/~' ~3' ~ o ? MAGNOLIA {!J ( ,," ~ 30' " '-' o a...- '-'::3 ( , '" ~..q- '. M ..q- "- ~ ru ~Po c<> ~o Zo \z _' .----7' C 14' ! 10' BAY 0 S.42'OO'OO' 19.00'u\~ AD', 6' :),\ ()29' \ ~8 ,..; 28' J ~5' 8' 08' 18'6 ME.S. INV. = 34,62 -fP)' .-. ;u '.. "- ~If;t.-- ~ -Y,> ''>0 ~: PVC IQ] I EXISTING O.F,S, TOP EL. = 27.57 INV, E. = 20.88 /' 7 EXISTING O.F.S. TOP EL. = 27.59 INV. NE, = 19.11 SLOT INV, = 23.28 EXISTING M.E.S. INV. = 21.91 EXISTING DETENTION AREA ~ 1 T / 130 SB 145 ~ o 4' t:i. <>33'10"E. ;:0 110 7' 6', r: ~ ) IC 3 \ 1~ ~9', 18' m...,O"), 14'~ ~" 5' 12' 50 TJV ~ ~9' 12 ItTUV 1~5 ~~ J8l I PW - 5 TD JiJ ~ \ '" 1~w'OOD DEC> 'vi / R f\ILJ[~~ ~ ""- G4'{...... POM 4 LI ~If;[.... r'\ Iroc 1"0 T .B.M. #2 EL. = 40.15 -it:XISTING COVERED AREA 30"OC -Y-y '<90 -0- LP ,.. RECEIVED FFR n ~ 2005 ,PLANNING DEPARTMEN" CllV OF CLEARWATER A~ ,~"..... \ .....oJ ^"'V~'" XISTING D.B.D,r. , . fJRA TE EL, = 25,94 --;---0- NV. SE. = 21.91 4' . INV, 'vi. = 21.90 \ ~: INV. E. ,= 21.97 ~ . .~ ~ : . vV ~~ ~ Uf' v 80 VS 30' OC a... ; . J'~ .... '-U ...0 <Xl o (Y) ....10- J..t. - . [.:.: ~ o LL ~ , .S,. .~~ 0:. ..., -c- PP.... , " ."C.,.....'....'........ '.. . .B,...,..','....... : :' : , :TOP: :EL:,: ~ : sS,7.i :.:::: iNY;: N.: :;,: 26;64:: . : : : . : IW;: $,: :",: 29;3(> : .. . . . . rB ~~("j 75 I 5 ~4') JP I CA 0.:::::::::::::. u . . ci 1\ I ~, ~3' SIGN 0--0 ~FH@i ~ 'E/ . '<t' ('IJ 10)(":':'.': ' . . . . . . . . . . :: :: : -: ::- . . . . . o 30' GO' Scale I" =301-,0" .a. Z l:) ..... VI Z l:) ..... VI .a. U I--l LL LL <[ ~ f- >- <[ ::3 r::::l <[ o ~ ~ o LL W -..J L.:J Z <[ I--l ~ f- >- f- I--l -..J I--l P=l I--l (/) I--l > , Ln _N... ~ ~ j A ~ lE ..~~. -(11IIII'" ,j I MG 120' ~\1~ r~ '~'\/1' 'f(; I 2 guage wire 3" Mulch / 3" Tree wel /j Finish grade, ~ .:.<=-::.:....:; .:~.::.:..~~~: 2x4 pt stake--\ >''"':'':_:':''.';:. ':. Root ball \. ,...,.':~,:.?:;~.:>? Native soil backfill '\ . . . . -GENERAL LANDSCAPE NOTES I 2" length red plastic flag tape 1 . All plant materials shall be FlOrida # I or better and Installed to highest nursery standards, Plants shall be healthy. free of pest and disease. 2. All plants shall be container grown except as noted on plan. 3. All palms and trees shall have straight trunks With no tWists, bottlng or other defective characteristics. 4, MulCh shall be 100% Pine Bark. Installed to a minimum thickness of 3". 5. Sod s:,all be 95% weed free St, Augustine "Floratam". Installed With tight JOints. G. All dimenSions shall be field checked by the Landscape Contractor prior to construction With any discrepanCies reported to the Landscape Architect. 7. All materials shall be as speCIfied on the plans. If materials, labor or Installation techniques do not adhere to the speCifications, they will be rejected by the Landscape Architect With speCified materials and installation carned out by the Landscape Contractor at no additional cost. 8. No substitutions of materials or changes to the drawln'3s or speCllicatlons shall be made. 9. All reo.Ulred permits are to be prOVided by the Installin'3 contractor unless speClfJcally stated otherWise In the speCifications. 10. Contractor Identification signs shall not be allowed on the project. I I. Contr~lctor shall be responSible for all Items as shown or deSCribed on thiS plan and speCllicatlons, I 2, All proposed landscatJe and sod areas contalnln'3 turf or weeds shall be treated With "Round-up' per manufacturer's speCifications. I 3, Landscape Contractor shall prOVide all necessary site preparation reqUired to ready the site for planting as speCIfied. 14, The landscape Contractor shall warranty and <:juarantee all materials and labor for a period of 90 days for shrubs and groundcover. palms and trees. Warranty and '3uarantee penod shall begin upon date of completion. I 5, All repairs and/or replacements shall be made by the Landscape Contractor Within 10 working days upon notification of any defiCienCies by the owner or their representative. I b, All questions regarding the Landscape Plans and SpeCifications shall be directed to the Landscape Architect at (727) 787-2840. 'j' EXisting native soil -0 TREE PLANTING DETAIL O~irJ · .~ ~ ~ . ~ Tree dnpline EXisting tree to remain 48" Height 24" Depth FERTI L1ZA TION 5hrubs arid Trees All trees and shrubs shall be fertilized With "Agnform" 20- I 5-5 planting tablets at time of planting and prior to Installation of plant pit backfill. Tablets shall be placed Uniformly around the root ball at a depth that IS between the middle and bottom of the root ball. o II Application Rate: I Gallon Container: 3 Gallon Container: 5 Gallon Container: 7 Gallon Container: Trees: I - 2 I gram tablet 2 - 2 I gram tablets 3 - 2 I gram tablets 4 - 2 I gram tablets 3 tablets per each 1/2" caliper of trunk I x4 pt rails - 2x4 pt post LExlstJng grade Groundcover Areas All '3roundcover areas shall receive fertilization With "Ozmocote" time release fertilizer per manufacturer's speCifications. -0 TREE PROTECTION DETAIL -0 -TREE PROTECTION/MAINTENANCE NOTES PROTECTIVE BARRIERS AND THE USE OF OTHER MEASURES TO PREVENT TREE DAMAGE (PESTICIDE APPLICATION, ROOT PRUNING, INTENSIVE MULCHING TO REDUCE SOIL COMPACTING, ET CETERA) WILL BE REQUIRED AS NECESSARY. ANY STACKING OF SOILS, DEBRIS, CONSTRUCTION MATERIALS, VEHICLES, AND ET CETERA WITHIN THE REQUIRED BARRICADES IS STRICTLY PROHIBITED. ANY TREE LOSSES INCURRED DURING CONSTRUCTION MAY BE SUBJECT TO REPLACEMENT PENALTIES. TREES SHALL BE TRIMMED OR PRUNED IN SUCH A MANNER SO AS NOT TO ALTER THEIR NATURAL FORM. GROWfH HABIT OR CHARACTER AND SHALL NOT BE PRUNED INTO llNNATURAL SHAPES, INCLUDING CIRCLES, OVALS, SQUARES AND OTHER HARD-EDGED GEOMETRIC SHAPES. NOT MORE THAN ONE-THIRD OF THE TREE CANO?>Y SHALL BE TRIMMED OR PRUNED IN ANY YEAR UNLESS iT IS DEAD. TREE TOPPI\JG IS NOT ALLOWED UNDER ANY CIRCUMSTANCE. -LA,\JDSCAPE CALCULATIONS PROPOSED VUA = 41.363 S.F. SHRUB PLANTING DETAIL REQUIRED LANDSCAPE AREA = 10% VUA 41,3(3 X 12% = 5,036 S,F. INTERIOR LANDSCAPE PROVIDED = 5,836 S.F. NOTE: ALL LANDSCAPE AREAS SHALL BE PROTECTED FROM VEHICULAR AND PEDESTRIAN TRAFFIC BY THE INSTALLATION OF 6" HEIGHT CURBING ALONG AREAS WHICH ADJOIN VEHICULAR USE AREAS AND SIDEWALKS TREES REQUIRED = I TREE PER 150 S.F. REQUIRED LANDSCAPE AREA 4, I I 8/ I 50 = 28 TREES TREES PROVIDED = 30 PLANT KEY I . " f I !\ L ('\ i" I . '. \ \ i ,_) (.J ! '. \ l,) 'I, ; \) i \ RECEIVED ~ I~ Quantity Q Code ~:FR 0 4 2005 ~l. ANNING DEPARTMEl\i' ::n i OF CLEARWATEJ.. - Plant Materials Schedule Quant. Code TREES: Botanical Name Common Name SpeCification Native Drought SpaCing Tol. 4 10 Ilex opaca American Ho[ly 12-14' ht. x 4-5' spr., 2.5" cal. Y 20 L I Lagerstroemla indica Crape Myrtle 10' ht. X 4' spr., 5 stems Y I 1 LJT Llgustrum spp. Llgustrum Tree 8' ht. x 8' spr., 5 stems N I I MG Magnolia grandlflora Magnolia I 2- I 4' ht. x 4-5' spr., 2.5" cal. Y 1 2 PW Acoelorrhaphe wrlghtll FaurotlS Palm 14' ht. each stem, 8 stems y 12 QV Quercus vlrglnlana Live Oak 12-14' ht. x 4-5' spr., 2.5" cal. y 18 TD Taxodlum diStlchum Bald Cypress 12-14' ht. x 4-5' spr., 2.5" cal. Y 8 WR Washlngtonla robusta Washlngtonla Palm 14' c.t. Y 7 UA Ulmus ParVlfolla Winged Elm 12' ht. x 5' spr., min. 2.5" cal., straight trunksY 2 VM Veltchla merrllll Vetchll Palm 8' ht. x 3 stems Y SHRUBS: Minimum 3 gal. container, 24" ht. at installation, max. 30" o.c. or less 20 CA Crlnum aSlatlcum Cnnum Lily 15 gal., 3G" ht. x 3(;" spr. 30 HIB HibiSCUS spp. HibiSCUS 3 ga[., 24" ht. x 24" spr. 75 ICB I[ex corn uta burfordll Burford Holly 3 gal., 24" ht. x 24" spr. 100 IX Ixora Nora Grant Nora Grant Ixora 3 gal., 24" ht. x 24" spr. 35 PA Plumbago aUrlculata Plumbago 3 ga[., 24" ht. x 24" spr. 170 POM Podocarpus macrophyllus Podocarpus 3 gal., 24" ht. x 24" spr. 130 RI Rhaphlolepls indica Indian Hawthorn 3 gal., 24" ht. x 24" spr. I 30 SB Spartlna bakerll Cordgrass 3 gal., 24" ht. x 24" spr. 154 VS Viburnum suspensum Sandankwa Viburnum 3 <ja[., 24" ht. x 24" spr. 3 ZFU lamia furfuracea Cardboard Palm 15 gal., 3G" ht. x 36" spr. GROUNDCOVER: Plants other than turf grass, which reach a mature ht. of 24" or less. 75 A Seasonal Color Annuals 4" pot 168 LMG Llnope evergreen giant Giant Llnope I gal., 12" ht. x 12" spr. I 10 LMM Ophlopogon Interm Aztec Grass I gal., I 2" ht. x '2" spr. 81 LOS Loncera pponlca Honeysuckle I gal., 6" ht. x 12" spr. 385 JP Juniperus parsonll Parson's Juniper 3 gal., I 2" ht. x 18" spr. 150 LAM Lantana spp. Golden Lantana 1 gal., 12" ht. x 12" spr. I :33 T JV T rachelospermum j.3smlnoldes Var. Confederate Jasmine 3 gal., I 2" ht. x 24" spr. 5 I 5 TNJ Trachelospermum Jasmlnoldes minima Dwarf Conf. Jasmine I gal., G" ht. x 12" spr. 20' o.c. 20' o.c. 20' o.c. 35' O.c. Y Y Y Y Y Y Y Y Y Y 35' O.c. 35' o.c. 20' o.c. 35' o.c. 5' O.c. 30" O.c. 30" O.c. Y Y Y Y Y Y Y Y Y Y Y Y Y 4' O.c. N 30" O.c, Y N Y Y Y 30" O.c. 30" o,c. 30" O.c. 30" o,c. 30" o,c. Y N Y Y Y Y Y Y Y 12" o.c. 18" O.c. 18" O.c. 18" O.c. 30" o,c. 18" o.c. N Y Y Y Y Y Y Y 30" o,c. 18" O.c. Q) ~ o c: o '':; Cl. 'L: u III cu o c: o 'Iii '> cu a:: b cu _, -0 (3M V) JI DO cu~ =M u.. - o LI'l M -..--- ~-] cO g.:2 g-.g u In u.~ on'O]oE ~e~l~ I- .. - " Ii :r: g- . ~ I:l ~ li.~ ~p: ~ UJ'~ ai ~ o..ii~Eo o.~~~.~ U c: c E .... -!.!.O"; g ",n..o-5 :2 0 .... .- f- 0 ~ c: U ...J U ...J 0 t8 <(M 0.... 0 (") - I a:a:<( Z (j) wzQ...... a: Z<(a:LO W:zI-~g~ - a:~W~GLL,-'. I O'-....Jo...<( -'<t' ___ LLa:~ Oa:'<t' U o<(~CJu~R Wo....a:Z<(N O:U<tCJw3:t:. <( 2<tZa:Qj -J 0..2 Z 0<( c wSa::<(~wo <( g:u~~~d& - '- ~~~ ~ l- V) w ~ [ [ ""tJ t'\j o t'\j ~""tJ .- .r:. 1- ...., 0 0- ou.. CO s.: c: ~ (]J t'\j = ~ :] 1- L ~ U_ LU ...., (]J c: c..(]J t'\j E c: u c.. t'\j -t}O- c:Qj(L t'\j > -l (]J o ,'I... , " \' ?' g C, ? " 023' ;; ~ (]\ .- 46;~~~;) 64' _ 66' /, " / , ~ ,89<>28'13"'w',(M2 / I J /~ I N.89032'34''W. (P) ~ I '-$? O'~NV. _ 32.30 ~'M.E.S. 2/ R>' 5/~ EXISTING QV ~, ~ D.r. .... JV":1' II MAGNOLI O.F.S. INV, = 32.84 1'\ 6~Mntm...Dt 34.~1 :;. '~-"\;; ~YS / E[}!JR;llli,G=013S'.68 10 INV. E. = 33.60 ~"'-'::- ~ /~ SE. THROAT INV. = 37.28 HIB 4t. WI, NE. THROAT INV. = 37.33 JJ'tO 0 'l!!1I!;;11/ ,,/ / S'vI. SLOT INV. = 37.28 INV. N'vI. = 33.07 OLUMN SE. SLOT = 35.33 EXISTING DETENTION AREA lL!w ~:=J L.:JU Z>- I--l <[ ( , ~ I I--l I--l M G H ~P=l <[ :~:;. ~ 3 D~ f- ~ V -..J UT ClC ...--i >- I--l ~T ~:.' P5 ~<[ ~ -..J f- f1 :- ' . I--l E "'> ~ (/) ...... (/) 20 I c5"> .::-_ ~ ':-r:; RI r- Z~ .~ (L ~ c ~J5>=1lf :~~) '/ ~ MG ~~j: . . ~ . ': 'l 75 Ck::LJ ~~P:/ :l/ LAM ~~~w 'I'!Bl. ::: :; . . . ' 75.-J z " 1- ~::::: .::1~'::':~... lAM I.. .IJg O"~' ----~. l'f~:::~:I51:.0:R(\J ... '~':~...... ---) ~~: ';:'. rtTt~::cJ;~ .2' Y SIGN N' -::::. J': '.2:::. . . :::r J0G: . . . : 0 ....-- TSB " . . . ..... . . . . ' .--... ,If),,,,,,\ :!.-:: :: : ::3:: :::::: /,__...." , '~~TE"B%JD ~ .-: : ~~~, ~ ~~~:~ :rC~t~~0Ai:~{:' ~:: VI ~I ,uI lt1N: : :TRIM"Gl(: NO:::::: ~ ~~;~~~~i~~ -:E~G~~{,: y::". ~: '.;,.: - EXCE~ A ~E (,) :Op.3Q':::-:.:: :~ ~SIGN~~~~~~~ '~lr ~~~A~AJE~~i..::: ~ ~ E;,i .....eo /1 T1o')< , : : ?'S : : : : : : : : : . :1H' : . : ' . : :: :: : 'If" , . , . , , '3 . . , . !"{ (\j 'i' :: .:: :::::: (. 0 'I'll'. ...... ~ GAr :'.':' .:.:.: :~ 35 (/) RI t\. O~. · Q ~r~~~~r~~h top 3" Mulch . r". 0 0 · . of rootball I" O'~ ~ "\ . above finish oL -....-.....: . grade Finish Gradel _ 0 Root ball . . e-=......'.:..:~:.,.::,> EXisting native Native sod '. ._ . sod backfdl LI'l cu8 ~'";l 0- o I M ~ "tl cuu 6:00 'Iii cu o ;! v: ",;: COPLEY DESIGN ASSOCIATES, 1Ne. LANDSCAPE ARCHITECTS UJ o - V) >- ~ I- Z ::) o u 1666 Laney Drive Palm Harbor, Florida 34683 Phone 727 787-2840 Fax 727 785-4017 Landscape Architecture Site Planning Contract Administration SHEET L - I ) ] JOB NO. 25013 ~ SS~89~3}1(/O;E'~~~~, 6 ~~ L ~ / Y' CHERR:tADJ ~?7'\-2~ i'.014" 9' (/ :~'~ r~ ~ :"......BER ~ ~4 0 1-25ADJ (' IT c ~B' 0 o~ I 1-25ADJ ( ~',~" ~ I [L-13' BAY MULBER r ~ :J ( t3', 7' '\-t 3' - 15' W'IDE DRAINAGE / AND UTILITY EASEME~ PER PLAT (\ 1\ 6' " " ::E: a.. v- v- , / ~ ( l{> ~ 16'0 ~ ~ f:1'-16 >> ~ ~ PR POS~D, EROS 0 CD uRn:~6 (SEE S ~bfsT No. ('-... \D ..-i '<t - M(Y) (")(Y) (")(Y) o o cUr-- (")r-- ..Jlla\ ...I (\J <[- ~..JII I=l W " <[a..> WDZ II-...... ) \ (/I <:> ..... .,; c> d c> ~ 14' ( ()\ 11' <:> c> ~5' 11: 12', \,f ): :~~ '-12j' 10' ? g Q c Q, C? 7' 4' 4' A<-? ~ /' ~ , 7' BAY -;-!,-, ( .C:: Ie .-. If) \D \liQ'\ (")(") 22'0 ...I II (]\ ...I (\J <[' ~dll I=l <[ a.. '. WDz I~""-4 HEADW'ALL TOP EL. = 3B.67-l INV. = 35.45 I 24' R.C.~. -./ U <c w 0: <c ~ CJ ..., I- ~ W q ~ ~ ..... l- V? ...... >< W "I--.. ::E: 30' '" v- o 0..- v-:3 j" ."<t" (")"<t" !r>, (")(\J f>o 00 c?o Zo \~H! MAGNOLIA l ./ Ab: ~O' ~9' ~5' 5' DRAINAGE EASEMEi~ -PET PLAT 14' II 10' BAY 0 B' OB' 023' er. -- ME.S. INV. = 34.62 18' ,0 g oi " 9' / 9' AY 5' ~3' ~. ~ ~ - - c-; 7' , 1,25ADJ ~IA' 8'0~5'f'. rr' 63' \...J 9' I 9~0 L--:J, PF 0 ~OSEn-~ ;', DEfTl NTION t:l ;lEA ~ ~~ PVC [gJ ) EXISTING O,F,S, TOP EL. = 27,57 INV. E. = 20,B8 7 XISTING D.B,D.1. :.iRA TE EL. = 25.94 ~ NV, SE, = 21.91 INV, 1,4, = 21.90 I INV, E, .. 21.97 EXISTING O.F.S. TOP EL. = 27.59 INV. NE. = 19.11 SLOT INV. = 23.28 EXISTING M.E.S. INV, = 21.91 EXISTING DETENTION AREA ~.,.. , ~,.~ \ \ ~ ) ~ M':~ ---1 J S.00T03'53'E. (P) S,00002'44"E, (M) .........--25,00' - F~~5f 232,00,0')1 ~4' 1,4. --~ '-'10' _1 p' Id\ 3' C7 .....o'p, 4'0 08' ~ (\J ~b.- 4'-04~ I 4'0 ~ Q'\ -" 6', 5 6', 6' oc~' I 'C;:' 0' 1<lD15', 8' ~ ~ WD (/) 0.. ~ o ! 0..1- DI ./ O:::LJ 0......... ......J 1-25ADJ ( ~ 4' d2' I er. ' --." ,C, 5' 12 0 < tl: 12' 0 015 113' er. 1~ j, , 4' ~OI~lU~9' ~<v ~ "'~ ~'\.~ :\.S <v~ <v~~ ~ '<:;) g,<J ~ M.E.S. ~ EXISTI~ I I I I I 1-25C I I , S.42'OO'OO' M E S 19.00'\~ EXiSTING AO' ~~~9' "\ ,\~INV' =. 33.45 28' ! i ~5' 18'~ ~ g C::, ;... .... c-; I O'De Iti~ = 5' De Y;""- ~1'v ~ 1-25ADJ , q, 18' 0 OLUMN ~1'v U>u> '0>0 -0- LP y U>.> ''>0 2 ' 8' \'Mn -- \0 ..... ( 25' 14' er. c 9' t--- 11' 9' \ ~ ' ~ ",ODD DECK 1,4 I RAILING ,\ \0- T .B.M~ #2 EL. - 40.15 -!'EXISTING COVERED AREA .~ I~ ~-- I-- ~O', l8' 0 ~4' 15' 016' F CE 2.0' N. PROPOSED EROSION (f CO~T.oROL 6'~ v<9'"~15'0(~, SH~~l No. 7) ~~ 4' ~~~ S.89033'10"E,~M) ~ - o X ~:: ~T.B.M. #1 .. ~n EL, = 29.30 C,B. >( a.. \0 110.00' f-lJ 0.' ~, U , .' :) 12' 7' 6' .s' ~ a. 9' .....- LT~:::: " 5' 7', a1&17' oeS 09' , . II.: ~ I o V" "'/.... 13hl A9', 18' ~_ 1 ", 14' 0(~9', 5' ~( 0' ~. U I-i LL LL <[ ~ f- >- <[ :3 ~ <[ D ~ ~ D LL L TP 9<J == -. ~ r a ~ ;; ~ - ~ 13' . " ---"- ~ ~ ~ ;.r I I,...~:.".';, _, . -. . ." . .., :. . ..:.' . ~ ....." ....... . L "''':'. -:-. "._ ",..f "..:. .~:. : ..... ..- ::: :! .:.: ,( -~X gs :1\: LL W ...J L:J Z <[ I-i ~ f- r:=::l <I Z D~ ~ 0:::: .--l >- .Q. lJ) <[ ~ I 0:3 ~Z~ D~D D<[ I ~DI- (Y:I LJ Z>-~., WI-L..L..Id ~Z' ,,",., J=:)g : : : : : · : : :8: 8 (\J .':':':.:~:i-J ':::::::::U: '::::::: ::t:: I :<::.. Q'\ 1< I <~. ...~ 100' o \D (") Coordinate controller and rain sensor location With owner ',," 2 ' 15' 4 '<t \D Ww ...J...J L:JU Z>- <[U I-il-i ~~ f- "" '1/ : ~ S ~ ~JI ~ . ~ t3 V>: ~ . : ~ :::>r > iI:~)~ W)& &RI~:.., ~~~::/ .:::': r$':o. ::: :; · · : ~ :::1~', . ---.":~'~: / ::j .'. .2~~ N , /lY SIGN : :\,:: H N TE: ::....".,.",., . I 20~~ 0' Dfs~X~~L :f~f~~~T:~::.::: -'- 0 EC ~ j ~: H.: SIGHT: :: : : : :: : :: : :: DIS N=~ TRi~i .bL~ )tAY:::::::::::: - EXCE A ~i G ~: TIF: : 3lY : : : : : : : : : : : ~ SIG~~~~~~.~ ~ ~ : .~~EpAVE:~Nr..: : : : : ~~P IL T TSB P :., ~ : : : : : : : : : : : : : : : : : : : : : : : !~ GA~ :::::::::::::::::::::: o (/) 1 U' Z LJ ...... V? PROPOSED 2 STORY MEDICAL OFFICE 19' ( ['bAR ( LUST p~ 15' I ~ ~ '<t (\J ~ :r.r ;.r ~ ~ 9.5' 9.5' 9' f-'-- .a:1 ' ,.."'~ :.:':.:.:.:. '~ - . . . . . . . . . . . - . . . . . . . . . . . :0 . If) "" : ,~ TSB - ~ ~ &, ~ v I ~5 ~ I~H~ 115 ) ~~?5 \ \ !J:~ l \ /\i r'M\ \ r V \ '-28' ...;.;:::::::: . , , , . . ... N:....:'.,'..'.'.'.'...... ~-.., .B.',',',',',...,.. :I~ : : :TDP: :El.:.:;;: S:S.7.3: :::::: iN:v;: N.: :,;: 26;64.: . : : : : : IW; : S,: ::;: ~?;J6: : 1- I PROPOSED L.:IGHtr PbLE <TYP,) ;f Ie, 1-'- Ii I~I- 1-- IGN '')' - I ~\.~OO'cco \ \ LJ ~ \ 1\ "'" y 0r U!Q'\ ::E:C? ..... LJ'<t ~ II z SIGN (.I) , ::E: ......> ~ Xz I} PROPOSED EROSION EXISTING CONTROL D ilV ONE STORY (SEE SHEET No, 7) f;c' oB MASONRY 'T, BUILDING EXISTING SIGN COVERED AREA- "" J h L T LOW'EST FL. EL. = 43.83 / II (B ppO' 24'0 ~ C! Q:: . '<t (\J 024', 23' SIGN 0-0 ~H@X ~ I' J-. W( <::: I : : ;. .a. z LJ ...... (.I) P""" GENERAL IRRIGATION NOTES / . Install a new automatic Irrigation system to provide 100% coverage of all landscape areas. 2 Shrub risers shall only be used In hedges or mass plantlngs, Risers shall not extend more than 2' above the Installed height of the plant. All risers shall be schedule 40 pipe. painted black. In no case shall shrub risers be Installed adjacent to walkways, driveways or other areas where they may be damaged. 3, All he;:lds Installed In planting areas along walks, dnves and parking lots shall be 12" pop-uP fixed spray heads, All heads shall be Installed With the top of the spray body flush With finish grade, All groundcover areas shall be Irrigated With 12" pop-up fixed spray heads and extensions as reqUired. 4, All sodded areas shall be irrigated With 4" pop-up spray heads or pop-up gear driven heads unless otherWise speCified. 5. Pipe, valves and other Irrigation equipment may be shown In dnves, walks or buildings for clarity only. Install all valves and other equipment In landscape beds for best acceSSibility and concealment. b, Valves shall be Installed In a manifold Within a valve box of suffiCient size to service all valves Within the box, Valve box shall be free from any debriS wnlch may cover valves, PrOVide a 3" depth gravel sump at the bottom of the valve pit, 7, All Irrigation equipment and Installation techniques shall meet federal. state and local codes. regulations and ordinances, 8, All gear driven heads and all heads along walks, curbs, drives and parking areas shall be Installed on fleXible polyethylene sWing JOints. 9. Gear driven heads and fixed spray heads shall be Installed on separate zoneswhere pOSSible. PreCipitation rates and head type should be compatible Within each zone, / O. Gear driven heads shall not be Installed In shrub areas or be Installed on risers where pOSSible. I I, Controller shall be mounted as shown on plan 12, All sleeves shall be schedule 40 pipe Installed a minimum of 14" below grade, Sleeves shall be used only to Install lateral Irrigation lines through, Sleeves shall not be used as a method to convey water through the system, /3. Adjust all heads to prOVide maximum coverage and effiCiency and minimize overthrow. Irrigation heads shall not spray over walks. drives or any other non-Irrigated areas, 14, EqUipment shall be manufactured by. "Toro", "Ralnblrd" or "Hunter" or as otherWise stated on the plans, 15. ContrJctor shall field verify water source to deliver the proper pressure, pounds per square Inch (PSI) and water flow, gallons per minute (GPM) as reqUired by the Irrigation system, Notify the Landscape Architect If there IS any dlscrt:pancy. I b, All permits reqUired for installation shall be prOVided by the contractor. I 7. Refer to the Landscape Plans when locating all Irngatlon equipment. Allow ample room near irrigation equipment for the proper installation of trees, shrubs and other work shown on draWings to be Installed. 18. All wires shall be Installed In wire sleeves. I 9. Contractor shall be responSible for all Items on the plan and Irrigation specification, 20. Contractor shall Instruct the owner on the full operation and maintenance of the irrigation system, 2 I. Contractor shall be responSible for all final repairs or adjustments to prOVide proper coverage to all landscape areas, 22, All questions regarding Irngatlon speCifications shali be directed to the Landscape Architect at (727) 787-2840, ..IRRIGATION LEGEND Symbol . SF-B . 5H-B . 5Q-B . 5CST-B OIOF OIO'TQ OIOH OIOQ OISF 01510 015H 015Q DI5EST DJ5SST DI5CST o 1-2SF OI-25ADJ * U I-i LL LL <[ ~ f- >- <[ :3 ~ <[ D ~ ~ D LL W ...J L:J Z <[ I-i ~ f- >- f- I-i ...J I-i ~ I-i (/) I-i > ~ ~ 46.28' (P) ~4' .A1;4R' --. ./ / ' , ;<0 !b' 4' D.l. c.,V11 MAGNOLI G~M"'[nm-.DT 34~,,/ ~y~' / INV. E. = 33.60 '.';'--.::-0~/~ ~///./ / !:>6' ~ ~5ADJ 1-25~, 1-25AD / ( ~ 1\J,89028'13"\J',~---1 J N,89T32'34'',V. (P) -,\--, 32.30 ~M.E.S' ~ EXISTING ~ INV. = 32.84 O,F.S. IiKIfCOOG =DOS .68 SE. THROAT INV. = 37.28 NE. THROAT INV. = 37.33 SW'. SLOT INV. = 37.28 INV. NW', = 33.07 SE. SLOT = 35.33 EXISTING DETENTION AREA 01 ~t I 1-25ADJ I I 01 J. I ,----- 1-25ADJ I U\ ".~ 1-25A: ~ C O',.~ . .. /. I ',:: If) I.... '<t ~,. .. I.;. .. ..'.;'.,.'> ';.,:.8i .'::. 72' .'r.,:::;'>..~.':.' T ~'1>12 il.~.: '.. ....'.',1....'- ....,. . -.. -. ,... :.:.:. '-':.'..' .',. ..:<. (] 1A, ,"_ "". .l{), ..~ .. ". ..... .". .. '.'. ,'., _.. ..,. ;r 2..:..... ~l - - ~) I~l ~ o.~o. e ~o.e~o. ~ ~ ~ '-= ~ '-= I 12' 15, I 12' I 4' SW'EETGUM I77J SpeCification Ralnblrd 5' RadiUS Full Circle Bubbler Ralnblrd 5' RadiUS Half Circle Bubbler Ralnblrd 5' Radl us Quarter Circle Bubbler Ralnblrd 5' Radl us Center Strrp Bubbler Ralnblrd 10' RadiUS Full Circle Sprayhead Ramblrd I 0" RadiUS Three Quarter Circle Sprayhead Ralnblrd 10' RadiUS Half Circle Sprayhead Ralnblrd '0' RadiUS Quarter Circle Sprayhead Ralnblrd 15' RadiUS Full Circle Sprayhead Ralnblrd '5' RadiUS Three Quarter Circle Sprayhead Ralnblrd I 5' RadiUS Half Circle Sprayhead Ralnblrd I 5' RadiUS Quarter Circle Sprayhead r f,",sh Gr.de Concrete donut -L ?l' - '( ."\ Pop,up fixed sprJy heJd at each head P L...:.l ~ - Poly ell r-- Poly ell ~ I ,,,'eo,,,,,",,,, I r-~ 1 I [ 7 L pvc f,tttn~ / / J I I L pvc l..ter..1 line p'pe -e IRRIGATION SPRAY HEAD DETAIL Ralnblrd 15' RadiUS End Strip Sprayhead Ralnblrd I 5' RadiUS Side Strrp Sprayhead Ralnblrd I 5' RadiUS Center Strip Sprayhead Hunter 1-25 Full Circle Gear Driven Head Hunter 1-25 Adjustable RadiUS Gear Driven Head r f,n,,,h GrJde ~ Concrete donut ..t eJch head Water Source, 4" Deep Well and 2 hp pump and blow off valve u Pop,up ge..r droven -- sp-ay head r-- Poly ell NETAFIM DRIP IRRIGATION I 2" emitter spacmg - I 2" tech line spacing Controller: Dual Program Controller With Ram Sensor r 18" poly flex p'pe eve h""~ I ' ~ ~o"." \: I I I \ \ PVC laterallll,e pipe \ IRRIGATION GEAR DRIVEN HEAD DETAIL Scll, 40 F,V,C. Mall' Line -e FIPE SIZING CHART 0-5> GFM '/2" FVC FIFE G- I 0 GFM 3/4" FVC FIFE r- fllllsh Gr..de 11-15 GFM I " PVC FIPE IG-;25 GPM I 1/4" PVC PIFE 1 'mm,mum depth 2(,- 35 GPM minimum depth 1 ' _ ~ Inst.1I sleeves under .11 p,wed ..re..s ~ Later..1 zone lines CE Inst..1I sleeves under ..II pa',ed are.." M.,nl,ne p'p,ng (schedule 40 PVC) Remote control valve wires to be tnstalled under mainline secure to maI1111l1t" at f) Il1terv.ab With waterproof tape wrapped 4 times ..round p'pe at each locatoon I 1/2" PVC FIFE %-50 GPM 2" PVC PIFE 50+ GFM 2 1/2" FVC FIFE NOTE: IRRIGATION CONTRACTOR SHALL INSTALL NETAFIM UNDERGROUND DRIP AT THE BASE OF EACH INSTALLED TREE. PROVIDE A MINIMUM OF G EMITTERS FER TREE. INSTALL TREE IRRIGATION ON SEPARATE IRRIGATION ZONE AT CONTROLLER, SEE SHEET L-' FOR TREE LOCATIONS. l[) -~ ~=" j ~ ~ lE "~~r o 30' GO' Scale I" =301--01' -P"" - 120' -e IRRIGATION PIPE DEPTH DETAIL -IRRIGATION SYSTEM REQUIREMENTS /. Shallow wells. open surface water bodies, or reclaimed water must be used as a source of Irrigation water. The distribution system for Irrigation must not be connected to county or muniCipal water sources, unless It can be demonstrated that these sources are not available. 2. Irrigation systems must utilize low volume deSign such as low trajectory heads or soaker hoses to prOVide direct application and low evaporation. Systems that overspray areas that do not require Irrigation, such as paved areas Will not be acceptable. High Irrigation need areas must not overspray low need areas, 3. High water demand landscape areas such as turf must be served by a separate Irngation zone than low water need areas, such as planter beds, or mulched areas With trees. In no case, shall any planted vegetation area be more than 50' from a water supply hose bib. 4. Automatic Irrigation systems must operate by an Irrigation controller capable of differentiating between schedules of high and low water demands areas. Controllers must have multiple cycle start capacity and a fleXible calendar program able to be set to comply With local or water management district Imposed restrictions. 5, Automatic Irrigation systems must be eqUipped With a rain sensor deVice or SWitch which Will override the Irrigation cycle of the sprinkler system when adequate rainfall has occurred. s '" o c o 'p c.. 'i: u lit Cl) o c o 'in .~ 0::: c o Cl) _' -0 Gt""l V'l II = Cllr :': t""l U. - o LI'\ ~ LI'\ Cll8 ...~ It! . c- o . ~ ~ \J CllU ~c 'in Cll o u - Z - ....J U ....J <( U - o w L r- V) w ~ w o - Vl >- c::: ~ z ::::> o u '0 ~_,~ c' ]-:2 02 u .. v.!~ '0 .. E U"lOCO~ 8b-:1lCi. ~ l;; -" ~ ~ :J: 8' '"t:i l:l "" '- E 8'c ~a..~c~ >- Q) U " '- ~~~~.g o ,- < is. 0. U ~ ~,s 1;j 0.'- ..,g .~ ~ ~.~ ..c; 0 ~ f- 0:: U ..J --l L!) 0<0 0.... <I: 83 OC') :r 0: a: <I: U) wzQ..... a: Z <I: a: L!) Wz-r-~g~ "Z-O:ILL ' O:r-w<{u ..... Oa:;:::Q...<I:ci:g: lL ___ -'L. '1"1 0 W ~ 0...... ~\JUI-i'- wo....o:~ .<I:N O:U<{<.9LL!~!::::- <t: ~<t:za:Qj n...~ Zo<I:c ~SO:<(3~2 n...U~~C\JUn... ~ ""C ro o a:: ro -0 .- L o - LL ..c .., o o CO s.: c: ~ Q) ro = ~ :J L L ~ U_ LU .., c: c: Q) .Q E c: tJ 0.0 ro b.() - .- (jj a.. t: > - Q) o I.. I ," ~'. 1, ~ if ~~ COPLEY DESTGN ASSOCTATES, TNC. LANDSCAPE ARCHITECTS 1666 Laney Drive Palm Harbor, Florida 34683 Phone 727 787-2840 Fax 727 785-4017 Landscape Architecture Site Planning Contract Administration ( [ ) ] JOB NO. 25013 SHEET IR - I <=> I N ::!: III o o N o '" ~ .., .. II.. ,;, " ~ ~ I- . o I N N o I N fr o I Q) N @- (g) <:> I '* (i\ @-- 1<-' <:> ~ @ <=> I in .... G>- . fr . () I j", N b I N N . ... I l..tl . () I jq N . cr I i"i l"i . CO I N . .... I T N Co 1 N o _I ~ 1 1'-" , ~---------""1Ir I I I I I I q' ~ 1 ,,-,. 22'-0' 20'-,. 22'-0' 1 ~ ~.~ STAIRS II " "::I - , . co I ic\ I I I I I I I I I I ~ I I I I I 1 I I b~ 5'-1' 122'-0' u,.-.... 24'-3' ~~~ 1'-" m -m- -- --- - -- -,.. --7 -- LINE OF 2ND ~ FLOOR ABOVE 21;'-0' 22'-.,. 23'-" . \' b (i\ ~ ~ -t 26'-0' ~ 23'-8' ~-- ..n 23'-" ... -n-------iIt-m _ 21'-1' -, - ~. -- m- --- - ,- -- -- ,,-- ..".. '" -,,- - -- "-- [II" --.. -,.. ,,,-- _u -- --- ,- ..... - -, 100'-0" OFFICE SUITE .--' 10'-'" 5'-5' : ---' 1.-,,, ~ ElEC. T !:! ~ . I '" I !: b (i\ I.--.> J JAN. N I - ~ . E .... I 0- ~ CORRIDOR I ill II <:> I N (i\ .4'-0' S'-O. 15'-0' 23' -0. . .... I b (i\ . \' b (i\ OFFICE SUITE S'-O' "-0' "-0. "-0. S'-O' ...'-0. 13'-S. 125'-0. PROPOSED FIRST FLOOR PLAN SCALE: 1/8" = 1'-0" . . r 25'-4" r I .1....-1. 15'-4" J., I I I J 25'-2. ~ /1 LOBBY / f/ 20'-8" - - ELEV. I I I I I I I I I I I I I a. ,,'-.... PORTICOCHERE ---------- 1'-0' ...'-0. S'-O. 13'-S" "-0" 2'-S. 20'-"" 28.-.... NORTH ~ - V 3'-",," s.-.... 2'-B" o 1'-"''' .. I . 0 I Q) .,. T I I I . 0 I I ~ I I 1 . 0 J .... . 0 1 io . 0 I ;- . 0 I .... . 0 I ;- . 0 I io ~ . I 0 '* t .... .... -----' . 0 I ;;.- . 0 I ;;.- . 0 I . N b 0 fr I I Q) ic\ ::!: . I <=> Sr I I 2'-0. 1 ,. 1 f I I I I I I I I . :.- \' I in ~ t 1ft N . Q r I c:- Q I I I ,- 1 I I I I I I <=> I ~ , FIRE RISER b I b 5'-"" o I Q) N RECEIVED FF8 0 4 2005 PLANNING OEPARTMENf ClTY OF CLEARWATEP OR\G\NAL The gross floor area of this building is based on the City of Clearwater's Community Development Code. The gross floor area means the total interior floor area of a building measured at the inside face of the exterior walls, but excluding parking garages, carports, stairwells and elevator shafts is as follows: Gross Flpor Area (GFA): 1 GFA 2nd GFA Total GFA 8,162 S,F, 12,319 S.F. 20,481 SF Parking Required: 20,481 SF @ 5 spaces/1000 S,F, = 102,5 spaces Therefore, 103 spaces required ~ , u >- I to VI Z 0 iii 5 lJJ oc I ~ 0<( I 0 0 I Z iill \ J " OU'l OLn Z " .....U'l crlJ"' <( I I (() c<\ l) " :e IL N<( - en Cu- ll) · ~ ~ W (/) 11J ~ Z c<\ Q~ ~ ~ I::!~ <(U~ :r~~ <((/)...~ Ol<(~~ l) ~ ~ s; -'5 " s:: ::> o (5 N .. ~ +> :I 1.1) @Copyright ,Graham Desiqn Associa1es, P,A All rights reseNed, ThIS matenalls the exclusNe property of Graham Design Associates. P A.. Reproduction in whole or in parts is strictly prohibrted without the prior writle pe<mISSlOO at Graham Design ASSOCIates P A. ami ~ny sl.r.h reprodl,)("tion may subJllcf you to CIVIl and/or cnm,nalliab,ht under Hie 17 of the United Stales Code " .. .. \i ~ a. tJ) ., \j .;: o r N <( ::t I ... <or <or o ./ (!l, c: II " o <( 0 U ~ 0 - ...J % 11- - o.! -J w U I- <( 3 Z o.! <{ -J <( <( W -J ...J 0.... U U ~ - 0 0 0 W -J 1L 1: 0 I- <( (J) 0 0 ~ o.! - W I lL cJ) I- 0 0 0 0 ill 10 (1) 0- z 0 0 <( 0.... -I 0 ...J Ol ;::) Q{ E 0- u 0.... E ... c ., & j' .. > .. o c '" ;II .. 9 c ij SJ I ] " ~ ~ dl .. ~ o OJ \J "lI .. L: III 't' r 't' o /' <or o o ~ e -'; ;' .:l o ""') ... c OJ ~ Y ., ... c ~ ~ o THOMAS J. GRAHAM LICENSE NO. AA C0001S2 '" r /' -'; 0-1--15 DATE 2/01105 A1 DRAWN JU/I1AW CHECI::l!D TJC, L: <( ... o Q III o o N :::: " N q. 22'-0' 1'-'. 20'-,. "-" " cr- - 1.----' I.-'~~ , ~---'..-- o I .... .:J L:=.J b I 00 o I ('4 N ~ 0 I .... 0 I .... . ~ ... in @- . o I co IA <:> I 00 b I N N o _I ... o . ... " ... @--~k--~- rnf-- "':I ~ " 0 I CD b ~. 22'-8" I I ~ ~ Z 10- ...1... t) ~ /,,([;:J . " co 0 I - I ~ l})/ X ":I / @ , ' " 0 I -- N !: 0 I .... ~ 0 I . .... () I {() N b I CD . ... . . 0 0- ;~ I in - ... 0 I .... . 0 -' ... . 0- I ('4 b ('4 I CD 10 I . N ... t ;.. in I N 1"3 J.=I b , co " . ... I .... N Co . N b I S'-O" 15'-0. "4'-0. 23'-0" Ul () () ('\ o 24'-3" 22'-'" 10'-'" 5'-0. 5'-'. 122'-0" ""-4" 2&'-0. 25' -0" 1'-'. .___.____,~3.~:~~_._,___ t--~-~--~~~~-,: ---~--~.---_m_----------21'-'. I.:!:J I.:!:J 1.=.1 OFFICE SUITE . . . ~ ELEC. "T t! ~ I Cr- J . JAN. " , - ~ .. ~ CORRIDOR T in '- -~ . ... I o (fl OFFICE SUITE ~~ ~ "-. R"'-"4' ~ OPEN '~ TO BELOW /' - - ~ -- -- ,......-- H n I 1 1"-"'" 8'-"'" -.- --- S'-O" PI / // 22'-4" ,/ /{( I ~ I R5 20'-8. I I I I / / / I / / / ..L- ./ ./ ./ PORTICOCHERE ROOF - "-0' ,'-0' -4'-0" ''-a" S'-O. "-a. "4'-0" 13'-S. 125'-0" ,'-0. 8'-0. 13'-8" ~'-8. NORTH ~ '" ~ .., .. u.. PROPOSED SECOND FLOOR PLAN ~ ., ~ ~ t- SCALE: 1/8" = 1'-0" 20'-"4. 2S'-"4. 2'-t' ...L; I I . 0 t .... . 0 I 00 . 0 I .... . 0 I ... . 0 I .... " 0 I CD . b T ~ I ..a .... -----' . 0 I .... . 0 I .... . 0 I . N 0 0 cr- . I 00 (() !: ~ I b ~ I I / I . . "T ..... I ~ 3:! T in " -, . . Q r- I I Q Cr- b I !! <> I Q 5'-4" <> I In b I ~ b I 00 " 0'\ n If'" I r-f' I ; - ~1 \ , \.) ~, I ^ I '\ I I \. ~.\ I J I ,'-., RECEiVED FEB 0 4 2005 PLANNING O[PARTMEN'~ t:1Tv' Of. CLEP.P.WATER ~ I 0 >- I m VI z 0 (/) 5 IJ.J 0:: I ~ <( 0 I 0 I Z 1111 \ J -......:: ~ OU) OU) Z' ...-U) crcr I I ~<t; ~c<\ ~~ r-r- r:X _0- N<[ tI) tI) C u.. . ~ IX) cr Wll> 11J ... "f" Z c<\ Q~ llJ Z ~ i: 0 -<( u: t:~ .J ~ ~ 0.. ~ ~ "" I 0 <g tI) 6 l- N $t ~lI> U " +> W 5 c1) <ell> t- .; " - tl Ql<( J: L. +> c1) U ~ ii ~ ~ 1:: <( LO IX) U) ~Copyrighl, Graham Design Associates, P,A All rights reserved, This material 15 the exclusive ~~oDerty 01 Graham DeslQn ASSoCiates. P,A ' Reproduction in whole or in parts is slriclly prohibited without the prior wrilter pelTTllSSlOO at Graham Ueslgn Assooates P A, :<nd :<ny ~'H;h reprodl/ction may subject you to cIVIl andlor cnminal habllit under Title 17 of the United States Code u .. .. .. ~ "- en .. u .0= o I ('\ <( :{ I '" .... .... () /' '" Ol c: 5 .. o <( 0 U ~ 0 - .-J Z U- - Or! ~ ill Z U r <( <( 3 .....J Or! (L ~ <( ill <( -I Q( U 0 U 0 - .....J 0 lL W 0 I: z 0 0 <( 0 0 0 Or! ill W (J) I tI) r 0 0 0 0 W 10 (J) Q.. z 0 0 <( (L -I 0 .-J Ol ::l Q( 1: 0- u (L 1: ., c: .. E g- \i > .. o c: .. a .. 9 c: 0; ~ I .. ..g f: UI .., iii " u .;: o Ii u 15 OJ 1: Ul .... I .... () ./ .... () () ~ E -'; /' ~ ~ ... c: ~ y " ., c: ~ ~ o THOMAS J. c,RAHAM LICENSE NO. AA C0001S2 '" 1: /. ~ O~-~5 DATE 2/01105 A2 ORAIIlN JCVI1AW CHECKED TJC. 1: <( N () Q '" () () N ~ '.... N III o o N 6 ~ .. :> 1; .. Il. ~ i " ..: A CURTAIN WALL 3/". PL.ASTER ON r MET AL COPING , r STEEL DECK I BAR JOISTS \ 5Y5TEM 8- MASONRY \ Go -, , .. -- --,-_..~----- -.-..- ~'- - I . \ ~ - ROOF ELEV. I lot --- .... - , u _ __ ____ _ _ .. - \ -\ 51C,NAC,E / BY OTHER 1111111111 I I I I I b I '" ---- ,- -- ---- ----------'------"Q' / D t D f D ODD ODD ODD II I . uuO ~ -~ 0 MEDliAL D D ODD DOD 0 ODD DO I in b I CLINIC ;.. . ODD ODC] r-' - 0 ---- II b .... 9 2ND FLOOR I I N N ~ [JJD D --- tC\ ~~/ QQbJ - - SPANDREL 9 GLA5S lTYPJ in - ---'-.".---.-- ',-- . .. -.-- ....._~._._- -~-_. ..,--,-_.. '-'-"-----"'-'" , "9 ODD ODC] ODD N . . - - 0 --- -. - - -- 0 ----- ---~----- ---~._- . U'_ . - _ u - -, U .. -- D D DOll 0 ODD ----- , -- -- -- - . --- - -- -" - "-- -~ I I ~ ~ 5r 9 11 ;.. / i== D 0 0 / DDC] ! ODD 9 1ST FLOOR N / / / SCORE~~ - REVEAL 10 9 N o I :;a b I lot . CD ,I 9 IJ) - N an ? .... 9 '" 9 N MODIFIED BUILT UP ROOF OVER ALUMINUM t C,LA5S PROPOSED EAST ELEVATION SCALE: 1/8H = I'-OH MODIFIED BUILT UP ROOF OVER 3/"'- PLASTER ON Go / STEEL DECK I BAR JOISTS \ e' MASONRY \ r METAL COPING ~r CU"T AIN WALL SYSTEM -------~- ----- -- -. -, , ...,- ---- ".. , - , ELEV. ___ ....___ M ______ j.., -- -' ___ _\ .u___\_____________ - -~-------- ~-----~-------------~-----._-- -~._--- --,--''''------ -,---- I I I I 1111 10 - DDI ID ODD ODD DC~D DD D 5> rot COD ODD 0 ODD 0 DOD D Ut 9 :::a = - = DDD ODD ODD DC~D . 0 FLOOR 0 I I c-. -- ODD ODD ia . Q~Q~~ CD SPANDREL <=> I GLASS lTYP J I I in ... N ODD ODD DC~D I <:) I r. DOD 0 D D D[JD t . 0 I / ~ b I :;a / fLOOR DDD D D / DC~D I D ~ - ./ / SCORED~ REVEAL ~ ROOF --_!'- ---~---- 2ND 1ST ALUMINUM t GLASS PROPOSED SOUTH ELEVATIONS SCALE: 1/8" = )'-0" (1 r') I i"'. I ~ I~ j I t-.. I '",. I', I, 1,.,..,' ; " ~ '..' ( RE(~EIVED FFR (1 4 2005 iJlANNING [)EPARTMEN', ;,"~Irv O~ (.:LtM~v\iATEw '::i. I (.) >- I m (/) ~ in 5 w 0::: I W ..... 0:( 0 I d I Z illI 1\ J , ~ .........-......... Z' ~<t; _ll tn. llJen Q~ I:~ ~g ItI) <(en ~<{ ~ o Ion o Ion .....Ion <r<r t I ~~ ~tc\ r-r- Px N<( cJ) C 1L ~ ~ ill :;: Z ~ z l <( 1L I C -I -6 (l ~ I 0 cJ) 0 t- ~ U ~ w ~ t- i " I ~ U ~ ~ r <( ~ @Copyright . Glaham Design AsSOClales. P,A All rights reserved, This ma,"ri<ll is the oxduslvc propllrly ot Graham Oeslgn AssOCtates, P A. Reproduction in whole or In parts is striclly prohibijed without the prior writter permission of Grallam Design Associates. P A, and any such ,eproduction may subject you to civn and/or cnmlnalliabilrt- under Tille 17 of the United States Code u .. .. '" <( I on ~ ~ o " ~ '" c li .. o ~ 0 U Q! 0 - -J Z 1L - Q! -J ill U I- <( 3 Q! -J <{ <( W (1) -J Z U u 0 - I- 0 <( ill > w 1: 0 --.J W <( 0 0 I- Q! (1) UJ I <( tI) t- O W 0 0 to - (L z I 0 <{ ~ -J -J ::J ~ :::l 0 1: (L u (1) I: ., ! .. '> .. o & is .. o ./ C ij Q I .. ~ t= ~ in " ~ o "ii u ij " 1: on ~ I '" o ./ ... o o N ./ e , --- ~ -, ... c ~ " o ./ ~ ., ij THOMAS J, GRAHAM ~ LICENSE NO. el AA C000152 '" 1: ~ .., 1: .0( 004-045 DATE 2/0V05 A3 DRAWN JCi/MAW CHECKED TJG on ~ ..- ItI o o ..... :::, "- N MODIFIED BUILT-UP ROOF OVER STEEL DECK t BAR JOISTS ROOF ELEV. MET AL COPING 3/.... PLASTER ON S. MASONRY 10 . ... , c-. ODD ODD D ODD ODD ODO ODD 01 ID ODD ODJ D TI ODD ODD ___ _ ODD 2ND FLOOR . .... I N (C\ DD DODD OD . o I i:n b , ::. ALUMINUM t GLASS PARKING UNDER o I Q 9 ::. SCORED REVEAL 1ST FLOOR o I .... PROPOSED NORTH ELEVATION SCALE: 1/8" = 1'-0" MODIFIED BUILT UP ROOF OVER 3/.... PLASTER ON r STEEL DECK t BAR JOISTS r METAL COPING S" MASONRY \ a.. ~.. ~ ROOF ELEV. / \ I .... ---- \ ? ... - - ' ----' ? ODD ODD ODD OL~D 01 II: b N .lJ--~ e ~-Dm- DDJ D DDJ D DDJ DDJ 1------- I ~ b I :.a ~ / 9- -- .-- _n - , n ODD ~-"- -- ~- --. -- - - -- - --- -ODD' / ODD O[~D ----- . ODD'- I 2ND FLOOR ? N ~ (C\ ---- ALUMINUM t GLASS _V iq '- . ? CD I ... i:n C'i b - -- - - ----- - - - --, . I N 0 I-- . '- I 0 ill I 0 :!: ? I PARKING UNDER ::. Q o 0 b ___,__'_____nu'__ 1-- f----n--------,-- _'___n' ____ ___, __n'___n'___ __,nn_"__ __nm .---7- --- -- __________ _____~._ ________ _~_.__ ______n____._ --- - - .l- I 1ST FLOOR lot ---- ----' ---' SCOREO~ REVEAL PROPOSED WEST ELEVATIONS SCALE: 1/8" = 1'-0" (I n I (~' 1 t\ I ~\ I ~ I ~ \ I. " "\ ' \. l t \ . \, ", ~-- RECEiVED &1\ o o ('t FFR () 4 2005 o ~ ~ -e u.. .wLANNlI\iG DrPARHVlEN"' ..~:n ~ OF (~LEA;~~;vj\r~R ,;, II "Sl ~ t- ~ 1 U >- I m Vl Z 0 Vi 5 w ~ 1 W I- <( I a 0 1 Z 11111 \ ~ Z. ~~ _lL tI). wtll c~ I:~ <(g J:cn <(lI> D!<( ~ C9C""pyrignt, Graham Design A5-o;oci~, P A, All rights reserved This malena! IS lhe emlusl'ffl property of Graham Design Associates. P A Reproduction in whole or in parts is slric1Jy prohibited without the prior written ,rRrmiF..caon of ()r;::Ih:lm DRsign A~~n('h1p.s P,A. dilL! c;lIly su~h WplOUUGtiuD Bl~1 subject y""u to clvil andl...,r criminalliabilil under Hie 17 of the United Statez Code \J .. II -i <( I Ul "" "" o / .. <Jl r;: I Q 4: 0 U O! <) - ....J Z 1L - ti --1 w U I- 4: 3 O! --1 4: <{ w tJ) ....J Z U u 0 - t- O <{ W > ill 1: 0 ...J ill 4: 0 <) t- O! tJ) W I ill en t- 3 0 0 0 ~ lD I 0- z 0 4: I- ....J ....J Q{ ~ :J 0 }: (L U z: }: .. to ~ €- \i > .. o r;: <Jl 16 .. q '" ij i;l I .. ~ ~ ~ in .. \J .:: o ;;; \J '" .. :!: Ul "" I "" o " "" o o ~ 6 -'; / ~ ..., .. to ~ " U / .. .. ~ THOMAS J, GRAHAM 5 LICENSE NO, ~ AA C000152 '" :!: / -') 1: <( Ll\ '!! ... Ul o o N "- , N O~-~5 DATE 2/01/06 A4 DRAWN JC'./MAW CHEC~O TJC"a 2~}~" ,,6'i~// ( I t!ll/j 'III J/~II./ ~+~///'//' - ~ "- -----------------------=---=--=- ---- 1/ // // \ /III I\~'\ ''-.LJtV j I ) r :;." ../~:::~"-7.1--/.-., I I r,' pI/ 7 -----.. /+-' / I I _----_ - - -25- - - - - - - - ----26-/ I / ~j I \\ ~ \ I I I -' -,?"'.........- ~/ /:..-- :..-- I I, I ,il I I I I / - / / - - _ _ _ - - - - / /1> /, lCl \,,, \ I I / I ~&.........-~:7:..--;; \ / i/t,'j 11/11///"-'0 // II L/ ------'----------------- _--------------/ / /1 ; I \'''\..~-'Jf'~~1 I( 3-/;;--:.-7.'O:;~:"--:"-- "I ,h/f /1 I Iv _----27-----------------________ --- ,/ / I r \ \ - ~-.........- ? I ~ '1(1 ) I II A I / -,""""'- S,00003'53''E. (P)- - -- - - - - - - - -- I. ~ ""-9 :--.........-.........-;:~ 7 I I IiI,) II/I I 0.1. No 2 (----' _------------28-----------S.00002'44"E.(M) /'--' v:---' ~ ----\' I ~~ ~--::-"-- / p I I I 7 I \ · ~ - - - -- - 25 00' - - - - - - - -29 - - - ./ -Y lC \ J> I ;V ~ ......,..~ I I / / j.1 I I I~ GRATE EL. = 37.92~- - - - / _-:!::=~~-"-=--"-------"----~---~. . " ----.",..&--=-_- - . ___ ----:;.-"....-1 \ \ ~ / ?' -31 ---.. ,------... I I 10/, II II I ,\ INV. E. = 34.49 _~ ~...b--.-d-- PROPOSED 8" --"---"--=----::;c.:...Jo-_.Jo-~_-----:::A:::_=_=~_"__.J'-.... GATE' I I " (; I "", ,'\ _ S<:"9~~; 3~~.1 ~1. /'). II %' ',,, I 1 ./IN)'., w. = ~~~~ ,,->-.........-- _ - -30 -RETAINING C~RB ------:.. .- 46 /' DEAD - - - - -- - ---- ._" - - - - , ~ ~ - ~ " " i ~ '\ _ I ~\ : / ....~ E.(ML I ~i!9'! /_1.(' r <'_lC-lC lC lC lC " - lC;;;- lC_lC-lC-lC.=-=: 232.00 "T]f'~~~llTlC-=--1"=.:"'lC lC lC _ .. - x - -=-..:-32 - - - - - - " lC I _I :--\-1 \ ~o '^" I l \ / I /r-r/ r:77 r::fJ3T..,,;r 7~o/~ / 71~' 69/lC~ ,- .. ... -: .. / '47--'5" 1 - ~t~--- _-----lC---lC~lC" 7X:-"~lC-':::""""'~~~)(-lC~ I ~ \ "\ \ I" / I '" ~ r-- t~) ( I ~ / IJ ~ / ~ 8,L'70 - EXISTING 6 HIGH ....._ -..... l E. 6" CJ lC -33 ,- - 2R---.c-, 14" 6 -\:.-2'7 ~EXISTING 6' HIGH "-.. .....- '- '- " I I ' 'J3 _ ~ ' I "\ \ I I I ~ / " I' CHERRY / 73 27" ~ CHAIN LINK FENCE .... - -49 ~, I 15" [.) ~ -_'-L - - - - ---.. CHAIN LINK FENCE '" '\ \.. \ I t 1iILT.B,M_. J!1 \ . \ I r:1 ':6 I .....- 28 11" -....?- , - .4' - ri'I ,~" ~," 1I --7 ).-26 ~ '" " \ \ lip" 11" 15' WIDE DRAINAGE of"" ____ t-{ ~~ L -1- i-+ t--Jl- f!t~ I 75 I ~ " ''''84'' 4" ~ _~ - -0 - _I - 29 933" 11" If. " 25~ '\ I " \ i E~. - 29.30 II AND UTILITY EASEMENT --~ \ r \ 1 \ I I I Il ~ I / 4"t, ~ / ':12 I-~~_/).JU' \0.: 16" ..... //~q II / 30 31'4" \..." 24 ~ \\ I'....... I PER PLAT '----- __ I I I \/ l ~ 14", 9" I I 1 " ( / 78 I I~ _ _ 4" CHI~ER IY~ .~ 68 51 '(). " /.... ~ ~.p"O- lC( / C::. ~ '0 \ \ \ \ \ EXISl'lNG C.B. "-- D \ I ~ I I I II II f. 1/ 114" 79~ I I ,3.J8./7ip _..... '\ ~~ 52""0. 3" ">~. -' l,/ S.89033'10"E. (M) 22~2~lJO.00' \ d I \ I TOPjEL. = 29.30 1\ -J6 __ 1 ~ \\ I \ \ i I ( Ilf 1.;'1;1 { c5 I / 9'<78, r -~~ ......." _p.pCl 5~~~:7" 53J 7"1 / ---.. '- ---- - "'S.8'9.34' 19"E. (P) --re- 21 ,~ ~ - '\ \ \ 1 f INV. NW. = 22,57 \ """"--'--"" ....... U 1 \ \\1111 I~ 18" ,,(81~ ; .. "CR' r.: 'i1 56'~ 1"\$111// O",H'_ cl 42----. ~GATE 1-....... 9 20-........ \ --r I I~V.S.=22,95 /~// .... r \. ~\ I \ \ Ijl{( 'f I U I 66t-0 ~ I r- 4'~ ,~.lI"'54 /... C45 ':-l'e'" ..,...... -- - - - -~ \ \ \ \ I I \n / ~ I~ // '\\ I\\~\ L \1\\\'\\ )illl ~;"I \ I (, I I "5" 5'\1 ~65 II --~~. -"~../44~,, r- _IV~' .:- -~ 7" 6" ~~t-. ,q,~" \ \ \\ ~ I I IIp' '\ r ~ l \ f 80.J 13 A.,Y I l.I I 'L....I jl ___ s:1~ ,,""- .~ ~", --- ~~ ,QJ \ 't \ \ I I ~ 1\ I r :;, \~ \~\/~~\ \~\ \ 'Il\~ CJ; l ~ I r 1 (,40 LF - 24" ,~ULB7 l-- "... =-- I ......~~ ~JS . ~~ ~ 9' 155 Lf - 1.8~P~^j,,>~ry \ ~I I \\ \ : I v ~ CD ~ I \ l I \ \ \ (\~~~\ ~~'" 1\1 I ~ H~ 'xRrC,P, 0 2.48~---J -.l '\0- )~, B . -- -= ~ _ -/ -_R.C.P. OO.2SX; I" \ I \ \ \1 I II 3 Va \ i C---~'\I\r/t~\I:\:\\\<\(\ \~~'.I\/\ \ 1; rJ T3'~>)/ B ~ t--g;~~LTER./I~/~;.::~41 1.;,~'\~;~::~~,_l 7"-6:-: J 13.~(;I;'~..""'O~~9-~; \ i \ "\ r; \:j ~ ~ ~ I ~ \ \ \ \ ,\ 0' \ 'Go \ \16"1 0 \~ 1 \ ~ 1 1-- J ~! l 85 " 5" 87-.. 14" CONCA WALL ~II 584"~"" ^j ~ - - - ~ _ ..:J ~8:-~ ~ _0.40":::"::;' ~ -~2 \ ' II 0 I 'V \ I I I / ~ ~ \ i I ------ I \ \ \ \ \ \ \ \ \ \ \ \ \ \\ ~,\ \ \\ 1 ~ f ~ ,,( \ I l60~1 0 , 8 ~('\ ~ EXISTlNG-""';;;: ---- - - --'0= 8"S/o- -=-- II ~ .....-{; __ '\ .In 5 \ \ \ ~\ I 1\ J 35~1\\ '\ \\\\\\\;~ I~\.\ \\~\~6i',7" I ~3 Ii I I f'1~~4" .tl4>~ ~N~lrS I I ~77 3b~;--9".511 kD9"'\ ~~o \ \ \ ~I I r ) /! /....... J ~ \;:36" \\ \\\; \ \\.I~ 'N MI1ERE;D END 6/_ r / I t3k G-a2 1>, I I ~j, :" ~~D!Alrs.07" tl'-lB \ ,,~; ~ \ \ \ \ 1 ~ 11 / I ~ / I /...... \ \ M ) I II I \\ (~ \~ 'SECTION \ I ~ 89 5Al I / t" l T U I ~ J U -- -- "4 , \ I' \ 00 I \ I 1 0.1. No. 3 ; I I I / (L ~ ,,\ \ \ ~o 6'r' I I i \\ ~ \', _ \ I 9"'__ ~' .." ..II "',; 5" / ~'f,~ I EXIShNG .l.6.J' n '~~grjN~ PS -- -... ~r--- / ) g \ \ \ \ I I I GRATE EL. = 37.92 II , I / I I '-' r:.... \ ~ ".,1 \ I 11 ,I \ ~ ~ I I;!; ~ ~I \ ~ YO 1 Y", I I \ \\ ~ \~ t I II I' \ I" / 7''- .. ~ 7", 6~, 6" ~ IJ.. 64- ~'9." I BUILTOING r:=-::::. I--- 2s . \ r" \ I I I I / !z / I I I' 8 ~I \\\\- - j \J r I \ \ \\ I ^ I ~ I I 91-./....." /" ~ S 1.19. ~tp . - - ~ - - ,- - i-- - - ~ I \/""" I IJ ^ V ~ II ! I I ; ." "~ \ ~ - \ f I I / ) \ l\ \\~ 1\ CLEANOUT · I .. oil /' / 0 t ,./ ".J9c~; I /LOWEST .FL ~ J L J J J J J ' J, I~ ~ -. .....-1 I \ Y ~ w )1 I!!? , 1"")1 \1\ \~/II ( \\\ I 11~..=.~8.~0{--""""""'f...1 / /~, (J ~ ,~Iii~' 1A':t7"~~I~ fjj~l.-"~'---"~ ~~~~XISTINf/j'~ 1~ \ -: \ \ \ I lei ~~ I I I / I I I '\.\ \ (\ ---.. \\\ \ ~\ I \ \ J I ' .......j- I I / 1- - ~f,)~ t3lc'J e {1!5 {1 t5 k ~ {1/1; iJ ~ iJ/1; {1 CONC. t5 {1 , ~ \ ~ / ~ \ \ 1\ ~ ~ ~ I II .-J \1\ 'J. " \I h\ \ "1, I I -~. ~ ~~ ~Qjg;95;;~ &95~qLL ~95~95 ~Qj _ _-'__ ...&\__ \ <( /~I II / I / ~~ ,\ \\ \~\.::-- ~" I 75 If.,- 6" FILTRATION. · / ~ ... -::. I I - _ ~9.'<fl" 11. <0/ ,,/ ::p; ~ ",. q .i']. ,5fB{. ~ '- -B{. ~B{ .I?-..=- -=-_~ ~-c::. - - - - ~ '-". - ~ - ~ -\-\, -J 1\ 1 II v I /1 I I / I ~~t' \ ~ I ~3<" "\'-..14~ ~SUBORAIN 0 0.27% GR--... ~ 92 ~' J I [ ""1:1--';:] ~ - - ~ ~ "? ~ ~ ~ ,,~-~-- ~ ',-. 17 _ 37 ~ I \ I :"-.. 1\ I I ~ j. I ~ II ~ I \~ - J l \ . II rt\\ \ \\ I J I I ~ I oil ~rdtp" 15". 8" / / - -- '-. -.J8 -.,1 I "- -- -- -- - ~ -.. "'\ --- \ . I \ \ \ {\ I I "I I I I III I ~.N I t1111\j /1\\ I II I I ~ J9.~ / I t;//'I --_ -, -'_r--=-==--~_~ \\\ _- " /''vt \C>71~ \~ I I \ if I /"J j. I I I I ~ d II I 1\ ' I I h f I ~ \ , I I I / I Ii / / I / I ~ - ~9.o"r-_ 'I '4:XISTING 3' HIGH / :..-- ,/ \ "II \ \ I I 1\1 / I / II II I / II 1 ~ ~ ~ I 1/ t I ( rl BA,\ \ # //) , II ~ ~ ~ I~ I I. I (t t 1fl . _^ o~ . I J9,5<~ \ I ;ONC. WAL~ / ,/ /' ~ /" I f \ \ I"" I \ \ \ \ I I, 1 / / 11/" I I, -t I \ I \ iJ ~' ') I 1 I t v .55ec /. I I ~. ~~~~'I \ \,/ / .....- .... . I ~ \ \ \ I ct:V EXISTING .:'~' / I/;)I / I <::::-J*- -r-~5"DeW.L -;:J(\~ ,5 ~ 12" 12", 10" 366..... oil I ~ I I ~<a~ 3909EP \ \ - -:;'0 ,/ i ~ ~ ~ \ \ \ \ \ TOP EL. _- 31.15 11 /1 " / I ! : I c::- f!/ ( fl! / ~ \ \" \ ~ \./ I l.~ J 367 4",,~ rr. 6~~~3rl 2" ~ ~9.t:J9,. I f ( 39.59BC&WK PROPOSED / I ~ \\ I II \ \ I \ \ I :~~: ~: : ~l:~j , / I I/i / ;1 \ ~ ~\ \ { \\~ h/l "I 12" ~ <~~tJ ~ t '/.,I 1 I' ,I I ~ \ \ .11 \ \ \ \ I I \ ~ / ~ I /, ' '/ II I I; I '\ \ \~~OJ \ \ \~ Y\ / I I~ 'I'; ..ct1~ 95 ~ 15" 13:' (Ol I r J I 39.05EP 2 STORY MEDICAL_--/ / ~ \ \ ~~ \ 'G \ \ \1 I " // ~ " I / 1/1 I I~' 22" 0 fJ ~ n~) II 7'~ II (\ 10J>y -;;5''-:101.9~ y~;';, 0" I f \ \11 I 39.55BC&WK OFFICE '-~ v I ~ \ I ~I \ \ I I \1 I ~I // // / 1 I I I; I I 1/ I ! I II ~d II I / I~ ,/ IF SANITARY OYER ~'<g6 .. 19V I, I 1f24' · 19' WALK FLUSH - ','- 0 \S I I \ \ \ I I r / II ,f If.!i 11111;1 1/ M.ITE,RE. 0 IENDI ~Cl.> IJ 'rJ/, . / .n , , =c..'.") 99 t=::-f" I I I I" -IJ r , lP~~ F.F\. = 40.00 WITH ASPHALT< (I \ I \ \ \ I 1\ I J / I ~~~/ 1"1 Nrf" 1OSUBDRAIN/ I 7---/ l r \ ll~ I I' ~'O~ PJ.~'f."b / ) \ I \ I \ \ \ 1\ 1/1 / I '/ / I~/( / SECTION I/,I I '\ '\ ~ ~ \ l '/ (SANITARY ~Nv. -\35.86 ~ ~ ~1' -__-...,j~__v.:-~~ ~'- J ~ ":>9'b.'O~C TRANSITION FROM .6" , / ~t \~ \ J \ J I I I ~ __ / / I , !!? I I I INV. = f7.91 I J A ~ i I, J SUBoRAIN I NY. ~. 33.95 - - -> - ~--: ~ - "' ..... -" ~\ &<<, \ EXPOSED FAGE OF '/ ~ 16 --1 \ \ f"\ I '-I T I / / ~ I I I I I I, } ~ / ~.il)\ \ ~ U I' A 'C,L. =: 1~3't;t;-USESOLiDPIPE UNDER-~....... "-.." I \ \ r K I 39 38.94EP (WALK TO ;LUSH I CEO R ~/ ~ \ \ I i\ I l II // I I I :.'?! / TEMPORARY DISTURBANCE AREA I ( ( (' I \ ' I L, If J? /DETENTlON AREA~1- ," I t I '-......in. .44BC&WK WALK FLUSH "'" /" --.CLU ER/'rJ /' ~ \ r'rJ \ 1\ / / I I (TO BE RESTORED TO ORIGINAL r \ \ \ I ~ ;" I ..,.O..l.....i. fr!!f rl J _ ~ 1_ I. J SUBDRAlN'to~~ ~~ / ~ / 1 . , L..--'~ Ja '. I I (...... (7l \ ~ 1\ / 1/1 iJ · \ -r! I II ;4, ~ I I 7/ ~ I / I{ SUBDRAlN ~SUBDRAlN '0 ......llINV) = 33.95~ '"I ":>~c ~A~~t:~F "-...... , ' . .AI--' ....- ~r:~~~~~~ ~ \ ~'" \ ~~ \ \~ 1\ // ~ \ I ~ (RE-CO)'STRUCTlON C~~DITION) I I I / I 1 I J ,I ", "/1 I,NV. = 28.00 ~,_ _INV.....= )31;00 11 ~"""2 ~.r '-t9~~;.;/'-- ~..... ~, ~ \ \ \~~~NING \ ~)( \1 I / -lull! ~ 90 S.F. " 45'LF - 2f'/RSP/ 9" ij '0" I / , ' " ~ PROPOSED ~TRA~$I!JON FROM/,ll - - _ -''-b~~ / ~Y\ \ \1' ~ & I \ 1\ I Y \1 III /"J"- C r-I~ (I \\) I I Ii OOyLOE,.2RP%F' / ~ I /!/ jl ~l:f10" I I If I t I ~ETENTION (~ (g~-~Ai~~,~~j r~ _~ _:~ \-- 5:=~~\ \ 0' \ \ \ ~! v~ ~~ ( \ ----Y I I 1 ~ // ~ ';::' I Gj /', LOW t I ~ 0 I I I / I /f J I :t5 I AREA I, I-FLUSH-=-=-- - ~ r 37~- ), 12 1 J'. :'--7---J9.JOec. " " .\f' , 1\ ~V1 \ \ \ ~J~ ~. - H \ I 'I r ~ ~ >-: / / :;; / c ) ~ STRUCTURE'" I; ~ ,/ ' ,/. J, / / (SEE DETAIL SHEET No.8) Ii' I I 1 y--" - -- . t................... ......~..............~.....,f.\.' \ \ \ 1i~ ~ \ \ I CD <( i ,J I ~ /------,.--- r J ' 'j 1/ / /7 ,0.1. No.1 i;, - )1 ~ 11'l'- 1_,,391-j~/~~~ ?r~ ~ ~ ib ~ .,- 1r\l~ \~ \ \ ~ " I' ~ I \ \ 1 (I ~ :J: ci.~/j 'I 1;1 !!! 1/ --;=... ---.-35 ~~t/ /"J~ GINVRATEW EL. = 36.50 L!O. / / GRATE EL. = .37.92 ,/ ~'-t9 ~~. \ I - -t I I~l' /(~ ~ ~ N K ~ ~ \ \ _.. I- \ ~ \ \ ~ I \J. tn I- z lL.. , (J ,)". ',,---, \ / ." = 28.00 f.'r" v P ",NV. W. = 33.12 I I --'~~~ I' I I",. ~y AV 1 W ,~ ..._--\-~ --I.IJI ~ I -!z 0- 0 " I ,II! ~/ !NV. N& V> /" /'0 0 I )/1, Ilff ,INV.E.=29.00 '1 PI/III 53LF-18" ,/.'/~_-4 1 I ,L/~LJ j ~\ \ ~......_- _ ~ ,~-~ _ C C.Cl!I~\\.5"~ ...,~~-I- \ ~ ~ I~~ // (DC3j: I '0' 30" rbRAI~AdE bkEMtN~ I V) I If R.C.f. 0 ?'fO~~R( .'1r---A-j=~ Y~i I ~'V I:" -~. -I -....;;;;;;;. -:...;.. L=' *\ '==-- I' 7, \~ I-?P'I \ 0.;0:: f\ I u~ / n::: c." I / I II // '( 0 f PER PLAT I I ~ I i I I I ,., I I J ,f :q 1 I -L~: I ill' I~II 1,"'9)' 12' I 5' I 12' 411 SWEETGUM .~ ~ \ + v ~I I I U I \ I ~ /",,> Z- /' 'I ,," , , . I / / I 7 EXISTING M.E.S. r . - .Jl ~ :z.. II it) '>. .- :.N" ---, I l Z 0 c( / W >- n::: J ' / I t ~ f I MIT~R~O. .lEND /1/ I/IN'{ = 33.37 ~ I I I -lr- ~ 1/ : ~ -/~.:drst18 Oe.-:8"s7D~==~ -..-tr'!lD~ _ __ ...... -=- \.#.'~ 8"S/D ..~ \--:!'P ~~~D~~.2~_ -fa17 I \1 en / I- 'I/~ '\~ ~~I i/I f/ iSECTION- /11'/ I I'" H/ ( \1 11, ~~ r.~"~<QV~' '. I....D........~_ -,0.40" -EXISTING 0.1. - 71.11".,\\ \".5~-- 39.05 ~!~-I-\ ~ \ ~\'lll, / :J S 8 ~ - r I I !2 I -rr 1/71 EXISTING D.I. ~Ib "," o...~ J "--SUBDRAlN GRATE EL - 38.63 -\ .- -' \ I '- d\ \ ~ 11: I I;, / ::J 0 C'\l~ "'. I / \~~-~: ~~I {' / I / / */~y. = 7T'2~~_^Ji / 1/ /l ~/ J ; ~~T~. E~ ~}~,26 ~ ~~'_v "',', ~ L ~- 35.07 _~ _\' -r~":-Wn' ~;g>.2\9\ - \ ~ \ I f'~~D~r5.72 \~' ~ N~ W~LK +- \~ II : 111 ~,8' I I ---.. '- -... 80 I / 75' LF - 6" FILTRATION 3" {, I, "J) ( IN~. ~'I-I ~3..60 I oil ,0 ."'. . r= ,I _ 1- - -I I \ l' Jill J\ \\ "\ FLl~~H WITH \ P l.---...... I \ \ ~O /1 SU-BbRAIN-O'''b.27~, GR" I.w-~J/) SANITAR, YI ~JI yl V 0 1<.1/ I 1 ~.-- t-a ,--t-' I I : I \ \ l- ~~~, )\\ / PRqpOSED \ 1\ II /::E , I Z 0 f' / I \ A / " I I I , I I i u;(lt I \ ", '. llb ~ I ~ I 7 1fo v -- Y ASPHALT \ \ / \ I I~ zl 1/1/ I' Ii 1 C~~NQUT I ~ 1\\ 1 OYER STORM 1_ 1--.1 '& ~ I I ,g' r I I 9'-'.....' ~~~.o.:: .---- ~ \ I I \,~ \ 1 \1 I I I I', I f I I I I I' d I NY. =. ~B.20 I 1 ' I 1 . \ T I ] ~ I I _' .l.- I "1""- ~ ---' M - - _ ... ~ \ ..," \ 1 \ / I I i ~ I,' I / / ; (' l \ \ \ \ ~ \ \ \\ \~ I \ ~ CL. = I 0~8;:i:;' ~ Jf \ I ~{N.C/ rJ - --; -, - -..1.1 -, I ~ IL~~1 '\i f- "h- -n, ep............ 1 \\~ Y. '\ E.XISTlNG \1 I \.1 , /4' I ! ~ ~ I, I \ \ \ ~ '-......... \, \ ,"\ I \ \ PROPOSED I , / 1, ,I' ~ I J I I ~ ! I I ~~ I I ~ -- n \\ \ "WALK \ I I ~ I JURISDICTIONAL LINE \ \ I ~ I \ 'If, \ '" II \ / /ij' ~ Qj I ! I I If', ~ ~. ~~ ~ I fa t II \ i'..... \ \. \ \ \ \ ~ I PER PREVIOUSLY APPROVED 1\ II \\\ \...,\...., \1 ,i~ 1\ \ \1 \t \ \ \ DETENTI9~ I rl \ I / ~ d~'''>''' I \J I I I'\.I /1' tc" I , III 'n' I ---PROPOSED 5' \ I I\J / PERMITS 10" =t, ~ ~ ~ \~,'{ '., AREA I ~ \ I. 25" 4" , ~ ' ,,~ /" I , 11\ I ~ t]." II I ~b."2tJ)c lw \ CONCRETE WALK I I / I I BAY 0 ~ )1~O",'\ \ ~\.\ (SEE DETAIL SHEET No.8) I" I \' \.r' t '\ I I \ I ,I I I I 1 I J ''1 I " V ,,0.9'1.e:: \" j \. ~ I~ I / I / ( I \ \. -....... ) I '\ ~ \Ii 29" \ \ \ \ I' If'EXISTING' M.E.S. f \ in r" ~ I \ I I I I I I r ----I " /I ';' \ I ~ \ \ 'Y \\ ~ I II /1 I / // 1/ / t/l~1 I, (-'~, ,II}! '" ~ \ \ \ \ ~ "'.INV = 33 45' I~ t 7-= EXISTING ~.9.... / I I'" ';t, \ ?o \1 / I ..J' I I I I h \ ~ I \ \ \ \" _ --=--- oJl ; I ~I \ I \", \ ASPHALT PAVEMENT , ~ \ _1/ I ~\ \ \ \:\ \\ I I /"J"J II -::........---.._ __,/,/ ../" /1/614" II l,1 I I, \, 1 ~8"J/1 1 \ \ \ \ "-1. J I {< \ / - =- ~-8"S~, '-::= - ----. =-, - __-1:::.8"S/O_ !>, ,- ,0 \ \ \ \ / I 111 1 __ _ ____ - ~ ../" ,./"':oD r f I I I I 1f / 5Jl ' I I \ I"\.. 37 - _I / fI I !b - - -r 040. - 040" -""", ~ /" I ,'(0 \ \ / [\1 / II _ _ ---- - ~ - _ /' A!3" 08" I III I I, ~ ~ \ il I I /6.5" I I \ 1 I - -~.,...{.-~ F---=--~ I /"J~~<'b,bi " /. -' - - - -....... .4' HIGH '" '\ 7 ui'O\ ' \ '-A 1\, II / , I /"':>'0 ( 37 --.. - - - ..;::" - ~ / f/ I " ' ,;'" If If.J / / I I II J r- / I I ~ - _ / / / fONc. ....... .........-WOOO FENCE ,II \ I L PP/LT \ \ \ \ ~ ~"f1I\'\ I - - - ....... - - - - -::: I, I ~ I I r jI' , / <D l / ! t I ~" - - ..-t:" ~ ~ '\ ~ \ " I' I II / I ~ \_~_~~:~f ) ^~ I ; I l~"d( f ;'11/(/ ,/ F \ IJ / ;' :I;'~ .~ / I I ,JIll I I /1 ~ I ~sJ'~~t~ '" SUBD~N\ II \ \ ,,+ \ 1'1 \ Ii \ \ \ ,/ / /., I I /Jr-~ I /// I I I I R /~1 1023", III//"J()/Y //''1/~1 / (II /~ 12, ~~~ 'l~~ V Q\ I, I I l' I -43 ~ IASPHALf-=---1, i , \ ~ GA \ 'i'~ I / "I / ~~J~N~[ ~~~~E"" / ~ / I /'1 ~4'; I Y ~"I rr .. \ .. --r ..I /~f?V 1/ I '-1- 1 /( I I / I I /":, l-;--' -r5 r24"r tb" 1-4 \\ \ t \ \ I \ II ~ I I L III ,/ " ----i= / If:. ;-LX....._ r~ / / I / I L...1 I ~, 4-- ..... - ~- -,r--.- I 1.-...11- F-I--I~ -.,..:r--.-f. ll\ \' ~ \ ~ \ II I r r / a a 0/7 0- a /0//0 /~)., ONC.y'-I!::<;/~' "'=oNT W~ / - 7/ I N.89=28'13"W.(M)"~ ~ }.: - _ _ _--~I/ -1- --~/(~ ./ -",_ \. '" -' I _ _ '-4_ l' ...... _~ _ .~ _ 1 '" \ J~ I ~~~.i~~T~~~ ~'~5,73 // I / ~f ~~~~~)(.c.J..c-:-_-----~"""'-;-- N.89032'34"W.(p) _ ~ -(\11' -,/~~ /1/~43~'1'<()fQV (n"fl~~_~~~-342-:~~U.a'~fJ.() ",\~NEW4' ~~ ~\ \\r, INV,N.=26.64/ II I /EXISTING 5' HI~H ",,,,, -- -,iI/(1 - ~/,ifll~~:;1-1.J"/ ---v----v-f-v----v----,:::r--v---v--.,.".,--v---v-- "-. "'\11", 9" <?~~ _-4'2- ... '-~(;)~1 ..-/ rl,?,p~ II ~-=--=-r.::n. /8fB ~CONCRETE ~ 28" \ \ I INV. S. = 29.36 / III I CHAIN LINK FENCE . J,fIi:J.~~~y O'Jle, ....r"-~ _ - T - - _ - - ____ _ - - --. --. .... ~ \~ K .-- ~0~' - ~ -F I-L ~- - "J-L%~ I L.L ~ L...l1_~':: \. ~ WALK '\ \ 1- \ I ~\! , / I , I rI. / / ~ z-I,/:I/~' $> ~ NV. = 32.....~0 _ _ EXIST~G M:t:.So- - - 38 - - ---.. ....... \....\ Ii. VI.' (. . ) "I' ~~' ~"\ I I I SAW CUT & /[ EXbTlNG 6' HIOt'l "I / 8 ~ II. (,~. '1/,-' /' v-J ;:1....1NV: - M -24 t 0 OJ 1\, \ I"~ \ I I WOOD FENCE/ If! / ~6 1/",;1 l;~/!5:'~~ ;:;5-1.n- ~ ~ __ --:----.........'-" \ ~I) 8 ~~ ~ ~:!: ~ ~\\ SAW CUT \ ~ H 1\ III ~ MATCH EXI.STlNG III \ ~ /' l' E~STING / 'I I ~~. j Il~~~ll/../' "'~ / /' .----- ___ - - -fr. 'Ji- -- ~4 - - _ ____ ---.. -....... "\ I J l. ~ ~ 0 ~:i. 8 I \\ \ ~ & MATCH \ 0 \ I II \ I PAVEMENT J I EXISTING DI -I--. /?/::::,~NC. J pf /.!/ "I t! / / / 1/ I // 11 ~ / / - ....... ~ "'J f I I: ') \. EXISTING M.H, ~ II ~ II \ \~ '-- ~ \ EXISTING \ ~ \ I II i '"),/ II ~ INV. E. = 33.~ ~~"')...;!;I{/& J/III/ ~/ 1~IM'.L..EXISTING OFS 1/ J I J I ) ff "II II RIM EL. = 40.15 ~~ ~> I ~ \ ~\ WALK ~ \ \ \ I I'll // \ \ 1\ \/ '\1-~Ir'ftj:~A~~~;~~E 'y ;/: (( ~r m~~d~8:: ~;:~~ / / / // Ii,;,,). 11 I i~: t ~ ~t~~ Ij" I '1' \ ~\ II \2... I' ill: 1(1 / II / /~~.ilrm!. 'I I I J SW. SLOT INV. = 37,28 / / / / I; I }. EXISTING NORTH BAY COMMUNITY CHURCH \\ \ \ RETAINING WALL.....- J I ~I EXISTI~G 5' ~GH I f+) Ij?f-- -;J//I/'}(-< EXI~I~G (I ~ \ i ~t SNL~T =: 3l5~;3 /(/ i/ I / /"J~ / / I ~: ~ 1 il \ (\ IV \~ ~ 11 \ \ \ ~ \ I II /11 II CHAIN LINK FEN~CE- /j-v-II 1/ II}:,O ~ //1 I f J. yCONC. r I I I / / ~ / 1// / / r / I ~ \\ 1"- EXISTING <) A /I "<" /1):-3 1 \ \ '- 1 / II I ' / ( ,/ -:- ) /; I )/ / /11 /J/ / \ ,/ WALK I I I \ / / ,) "&', / / ;;r/ / I \ I' \ 'i '\ ONE STORY I ~I I tl \ ,/ / l 624", 23" '-.. II I / II 1 I I - .....- ~.32 - / (/ I / I I "J / \ ~ \ I \ \ EXISTING // ,/ /~ })~ r/ / / "I I 1 0~~.M~ ~~,15 ~~T~D~~6 8 / I B" ./ '\ q--o ~ \ ~ / I /"J~ II)/f'>~~-:::-~-::"""'''j./II/I'')/ / 1\ \ \ DETENTION AREA // ///.~/'^ I / \11 I) / \ "" 11\ 1100' .l\ I, I I W 1/ ( ~ t/ /1 / // ~ \ ,/ / ,/ ,,>1 / ,/,)rI Y I '! LOWEST FL. EL. = 43.83 EXISTING, \ I / ( I 14/// jl' _,:::-::::-~;."':o~/I' / I \ \ I ,/ b ,/,///,/ / ~~6b I I \ I J'''-EXISTING COVERED AREA----' ~ GLT I ~F\ ..,J I~ I / I If /j:~;:;:~/: / / f\ \ \ \ \"rl //~ /;////,/,// / // / F // :\L, COVERED AREA V II II \of, ~; ~H\ '2~~~;~\1 ,I // I,~ \\ EXISTING 6/ HIGH METAl.: RAIL FENCE ) I I / I ..--..... I (0\ \ \ I \ \ \ \ I SECTION II II .a. II 21, TOWNSHIP 28 SOUTH, RANGE 16 EAST N GENERAL NOTES: 1. ALL ELEVATIONS SHOWN ARE BASED ON N.G.V. DATUM. CONTOUR INTERVAL = ONE FOOT. 2. ALL DIMENSIONS SHOWN ARE APPROXIMATE, SUBJECT TO FIELD SURVEY. 3. ALL EXISTING UTILITY LOCATIONS ARE APPROXIMATE, TAKEN FROM ATLAS SHEETS "AS-BUILT" PLANS AND FIELD INFORMATION. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. " I 0' 10' 20' ~__.....olI SCALE IN FEET 40' I 4. ALL EXISTING UTILITIES SHALL BE LOCATED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 1\ I 1\1 \ , 5. THE CONTRACTOR SHALL NOTIFY ALL AFFECTED UTILITY COMPANIES, BOTH PUBLIC AND PRIVATE, 48 HOURS PRIOR TO COMMENCING CONSTRUCTION SO THEY MAY STAKE THE EXACT LOCATION OF ANY AND ALL FACIUTIES THEY MAY HAVE AFFECTING CONSTRUCTION. , , I ' : i \ .".") \ \ .,~ ,-1 L 6. THIS SITE LIES WITHIN THE CITY OF CLEARWATER SANITARY SEWER SERVICE AREA. 7. THIS SITE LIES WITHIN THE CITY OF CLEARWATER WATER SERVICE AREA. 8. ALL STRIPING, PAVEMENT MARKINGS, SIGNAGE AND TRAFFIC CONTROL DEVICES SHALL CONFORM TO F.D.O.T. STANDARD INDICES - LATEST EDITION AND FAC. 14-110. DE[ 2/~ 200~ 9. A PINELLAS COUNlY RIGHT-OF-WAY PERMIT/UTILITIES LICENSE IS REQUIRED FOR ALL WORK WITHIN PINELLAS COUNTY RIGHT-OF-WAY. ~'" \! I ,1 11 \ \ \ I II 11 II II 'i II \~II 1\1 I II WJ 10. ALL HANDICAP SPACES MUST BE CONSTRUCTED IN ACCORDANCE WITH THE "AMERICANS WITH DISABILITIES ACT," THE CITY OF CLEARWATER REQUIREMENTS AND THE FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION. 11. AT ALL INTERSECTIONS OF SIDEWALKS AND PAVED AREAS A RAMP SHALL BE CONSTRUCTED IN ACCORDANCE WITH F.D.O,T. INDEX No, 304 AND THE FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION. UTILITY NOTE: ONLY SURFACE INDICATIONS OF UNDERGROUND UTILITIES HAVE BEEN LOCATED OR SHOWN HEREON. NO EXCAVATION WAS DONE TO LOCATE OR VERIFY UNDERGROUND UTILITIES. ....b... TEt.t~RARY BENCH MARK 11 T EL. - 29.30 TOP OF CATCH BASIN LOCATED ALONG McMULLEN BOOTH ROAD EAST OF THE NORTHEAST PROPERTY CORNER ....b... TEt.t~RARY BENCH MARK 12 T EL. - 40.15 RIM OF MANHOLE LOCATED SOUTH OF THE SUBJECT PROPERTY APPROXIMATELY 123' EAST OF THE SOUTHWEST PROPERTY CORNER BENCH MARK NOTE: ELEVATIONS SHOWN ARE BASED ON COUNTY BENCH MARK No. 983 "DUNEDIN H", EL. = 58,173, NATIONAL GEODETIC VERTICAL DATUM-1929, UNADJUSTED. SYMBOL LEGEND TREE LEGEND SYMBOL III <i ~ o M l' o . DESCRIPTION CABLE TELEVISION PEDESTAL FIRE HYDRANT GROUND LIGHT PHONE SERVICE PEDESTAL GATE VALVE LIGHT POLE MANHOLE METER POLE POWER BOX POWER POLE SIGN SYMBOL o l::. o o o DESCRIPTION OAK CAMPHOR CYPRESS CITRUS OTHER AS NOTED SIZES AS SHOWN NOTE: ONLY TREES 4" D.B.H. OR LARGER HAVE BEEN LOCATED AND SHOWN. ~ - o q GENERAL LEGEND EXISTING DENOTES PROPOSED .r--......., Right-of-Way or Property Line Spot Elevation y- .....---24-~5_ ~e~ 1 OR ~e.1 ~ ..---24-- - - 25- - ,./ - ..-------- Contour ASPHALT -.:;P- -<JDe- .:;[}-~?~I. J.B. C.B. 0.1. J LAlERAL - ~)- -<JSe- - -~1 M.H.-A' WYE c.O. ---+-we-~-- F.H. .~.v. ----~FMe---- - - - - -<]SIDe - - - - Pavement A'SPtW-T Sanitary Gravity Main CURB 4D~ C.B. 0.1. . J LATERAL · 4S~ M.H..---f""" t WYE C.O. F.H. W .~.v. II -FM II - - - ...-S/D- - 181 Storm Drainage J J.B. Water Main Force Main Sub-Drain ~ Water Meter INDEX OF DRAWINGS DESCRIPTION No. DATE REVISIONS DRN. CKD. APP COUNTRYSIDE WEST MEDICAL CUNIC TREE NUMBERING PLAN CLEARWATER PREPARED FOR: CWMC PARTNERSHIP, L.L.C. MR. MARK KLEIN, MANAGING PARTNER 2040 N.E. COACHMAN ROAD CLEARWATER, FLORIDA 33765 Phone: (727) 441-1951 PINELlAS COUNTY DEC. 21,2004 APPROVED BY: T.G. Radcliffe FLORIDA DATE: DES.: DRN.: CKD.: SCALE: WTS 1" = 20' S. II SANDY" LLOVERAS FL ENGINEER'S LICENSE No. PE 8508 FL SURVEYOR &: MAPPER LICENSE No. LS 1762 SHEET JOB No.: 33284 LLOVERAS BAUR & STEVENS 1 OF 1 ENGINEERS - SURVEYORS - PLANNERS Phone: (727) 784-3965 HLB 0000208 Fax: (727) 784-8153 29228 U.S. HIGHWAY 19 N. CLEARWATER, FLORIDA 33761 TREE NUMBERING PLAN JOB No. 33284