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VAR1999-F1031 V AR1999-FI031 NORTHEAST CHURCH OF CHRIST 2040 MCMULLEN BOOTH ROAD File: F: \DWG\JOBS\JOBSOO\OO-59 Plotted: Tue Apr 19 16: 14: 33 2000 Plot Label: JRH N;-RTH~ d SCALE: '''=30' ~~~~~~~~~~~~~~~~R~~~~~i~~ ~~.:qq~q:.7.~~:.~.:~:~.;. ~ rrr~i~~ir~~~~~~f~i~~~!ilS ~ tc:\.tl:ttll 0 rl: ~ ~$ ~~ !;$' ~~~~fjj '. ~ ~ ~ ~:s!'" ~,,~ ~ ~'<; !!. ~'!I ~ l.... ~ :5 !ts g....~ : ~t. ~~t ~ ~~~~~ t f~~ IffilS~ ~i~l~ ! ! ~ ~~~ ~~Q '" ~ .... (t. -:I) l ~ ~ :5 ~ ~ ~ i -8~ ~ ~ ~ ~ ! ~ .... 4' HOGWlRE F"ENCE 500'08'33"E ~~ <C\' In ".:.a. .' f"r' in ero i-a 100.00'(P) 99.63 M SOO'09'29"E 500'17 51 E ----------- .." =0 ~)~~~~~~~D~~~~~~~~~~~~~~ ~~~~~~ ~~~~~~~. ~~~~~~ ~ !"" z o ~:IJ I~CONC ~ a. ~, ,OO'SI .... o o .. o -n ~ m 6' w!F 21> m 'I: - 0\, )> ~ 8 .. ..... ~ ~ ~ ~ ~ ~ ~ I\) 18 ~ ~ m )> ~ 8 "11 m !!I 2.83' II DO' .... oVl f6:< .3 .@ Vl . . q h q . . . q q q h q . . . . q . . q h . . ~~fli~l~~I~f!fi{iii~~~f! ........~~i~ &t f l!........st~ ~~c:\.f ;~~~!~;~~ ~~tir~1rf!fl~ tl ~ & ~r I~~ l"~l~ l"l~ ~~ ~ ~ ~ ~ ~ ~~ ! ~ ~ :s ~ ~ ~s ! i ~ Q ~ - .... 1 s " z 00 to 'rJ ,Jr. .vi oo(Jl . . r~ ~t~~~~~~~~~~~~~~~~~~~~~ ~~~~~~~~~~ ~~~~~ ~~~ ~ q q h h h h h . . " q . q h . . . q " " . h . 111~~f~~r~~~~~~~~~~~~~~ ~"a~I~~'<;~~~~~fJ11~tltf~ ~!f ~~~ ,<;~~g~ ~~ l ~tt~ ii~~ 1~ ~:_~l ,~~ a" ~ if~ ~ I ~ J l~ ~ ~ I- ~ ~ ~ c: ~ ~ .~ ~ "I ~ ~Q.. ~ ~ ~ ~ ~ ~ );0 ., ,Jr.- ~iii~ :::c O)>r .....0. ~i:I )>0.." ", "'0 JIG-o Z"" ~G1 0_ ~I; ~ i! ~:::c~ I\)c ......., ..... ", ~o _ !;l l! o::T !!~ OlVl~-<'" ::T<ll ""VlO~ o .., )> ", -t "":::c '00 ~.Cii Vl - -<ll ~IA -t, ()1 -t-O <ll .., . 0 I-t .., _ Sl ~ Ol~ ,Jr. ...... ", 6 ~6~ 1.0 z .... 0..... z.. G1- n .." 0 .....::T illld .....0 -t"":::C 1_ Stili I"'-t 0'1_ ",~I . ::T Pd~ zoo ..,,<ll iSla coo ~""o .., c l!i~ ....-t.." -'.., 0.< 1~1ii ,I", o <ll ,Jr."'''' )>'< ~ S U)-t a.'" Jii ~OO 3-8 c.." -..., Vl-t :J <ll ~~ I"1I-t -'00 o I ~<ll -t.....1"1 .., :J 6'", 0_ Z,<ll ZN)> < a. 11I ,,->OVl ::T ......,,-t O<ll -ti!~ o .., o.<ll <ll 0 01"10 . :J ~Vl"" 3 VlO'" <ll IC'" <ll --t-t _ -OI 00 1\).... 00, YlN ~ C::::eJ 0% rnru ~.~~ ~es C- c:: ~ ::1 -.,.. ~~ :z -. Q.. :l .. ~ .oc: I'.) lruil :l i~ ~ii'() I'.) .,...-8 c:::J ~ ... it' I'.) ~~... C) E5 C) UJ' g 2. ~~ C) III;: rnru l&ii' en lit/) ~ _.c: - ., ::r~ '< :l 2. .... NtO o~ o ;00>> ~ 37..31' 19.07' :.... "':. 27.00' ~ 8 ... (JI Z N 1 STY MAS. ~t> C!. ()..... # 3150 1 '6, 11.50" ~ ~~.7.28' 1 .1 .~ { .1\) o o cD -< o o o C -0 )> :::I o z ~ ~ ~ ~ ~ I ~ -.) o.,J '" 16.55' ..,. e0600%"e~IOG~ V) ~ OJ ~ ~ " " " " " " " q " q q " " ~t)1l~~~~~!::@~~~ ~t;:!C'):::; 2 ~~~'g.....Cti::):::; ~~~~~.~ ~ ~ ....~::tC'l ~ ~~ g~~ ~~~~~~~~ ~~ :::;~~~>~~~CllCtiQ~Cll ::)o~~O~(J""" ...:;; OlbCll:::;g'" .....;;:1 tj ~::)o::)o ~ ~ ~~ ... ~ ~ >J ~ ~ ... ....lS.6Z l .- ..., ;0 ~ VUZ'OOL ~.OOL 3..00.Lo.OOS 3..00,LO.005 .." ;0 ~D~ ~O~ - .... ..,.. t: l:I'. t~ ' ~~ " ~ , . ~~ " &. i ~ ~ ~ ~ ~ ~ ~~ J " II ~!~ jf1~ oJ ~ :G ~ ~~ ==tJ R I\)Z ......0 l:::c -t-t ~I ..... "->, oo,Jr. 10 :::Co G1:::c !"1z .....", 0l:::C ", ~o I'" -IZ ~g "->0 00..., I ~~ "'0 '-1 ..., ....0 z ffl Z "" ~ ~ e ~ I~ I /~ , McMULLEN BOOTH ROAD --200' RiW 333.77'(C) 2670.16'(M) TO THE NORTH 1/4 CORNER (FCM) roJ~ UU JUN 2 2 2000 .,., () ~ NORTH O.07'OO"WEST PLANNING & DEVELOPMENT SVCS ~ CllY OF CLEARWt.rEA ~ If~ '(J' l' ~ ~~! V')() II 0 ~ III !. Project Owner /Developer A~ornerBtone Engineering &- Surveying. ~ ..A: · ENGINEERS . SURVEYORS . LAND PlANNERS . T 11"4 CLltyltLAND 8TRItItT. CIJ1.AR"ATItR. "ORIllA SS71111 PH. (B'3) 447-'7B3 OR 'AX 44B-43B4 z s> .... ~p. ~:\ ~ J ~ .. '(t ... Inc. 000 -n:J: MIKE MAHER 3150 McMULLEN BOOTH ROAD CLEARWATER, FLORIDA PLANNING & 0 .... eet Title Drawn by RLH Checked by RLH Dote /18/00 Field Book 00-02 Project No. 00-59 BOUNDARY SURVEY W /TREES, IMPROVEMENTS No. Dote Revisions By ~ ~ ~ ~ I I . L x l I I ~ (J) w E c N LO N t") cO IX) (7) I (7) I o O.R. 8742 PG. 2341 F /c 1. 7'N, O.S'W ,:p'!' >- a::: ~ Z IJJ ~9 ...JIJJ 1JJr;: i!=i5 80 lD::I: U zen ~ :> 2 () 2 -iJ9 I- ~ W U (f) Co ~ ,....."...... (,)0 "'--""'-' 00 'Co ~~ ".;".; NN 1"")1"") I- W (f) .....'? ~ ,....."...... (,)0 "'--""'-' WW I II tON 01"") -:.t,.., pp 00 00 ZZ 6' ClF F.I.R. 1/2-CN/C) 0.S1'N, 0.1S'W P.O.C. P.O.B. {~l SEC. D.B. O.R. P.B. C.P.B. Pg.(s) M.O.L. +/- Ac. LB BLDG. C/C ciS CBS CLF C.O. CONC. E/P EL. F/C FCM F.F. FHA G.E, G.V, GWA HYD I.E. IRCV L/A PCED DESIGN BY: N/A DRAWN BY: TLM REVIEW BY: JLB QC BY: JLB C' ~ "C a.. IX) (7) o ...... STORY C.B.S. 13042 A'll ":l" F.I.R. 1/2-CNLC) 0.52'N, 0.03 E I.R. L25 ~ U Co !!f :r .... ~ ~~ '" v ~ 5' HWF -iJ9 ~ :r ... ~ -14 \L1 .....'? W-12 r ~ U Co ~ :r ... L5 .....":J ~!> .. + r;o.":J +:1 I. \L3 OJ+ ",OJ' - LOT 17 ------- ABBREVlA T10NS: P.L.S. et FD FN&D F.I.R. Point of Commencement Point of Beginning = Calculated Data Data per Description = Measured Data Platted Data Set = Section = Deed Book Official Record Book Plat Book Condominium Plat Book Page(s) More or Less = Plus or Minus (more or less) Acres = Corporate Certificate Number = Building Covered Concrete Concrete Slab Concrete Block Structure Chain Link Fence = Clean out Concrete = Edge of Pavement = Elevation Fence Corner Found Concrete Monument = Lowest Floor Elevation Fire Hydrant Assembly = Grate Elevation = Gate Valve = Guy Wire Anchor Hydrant = Invert Elevetion Irrigation Control Valve = Landscape Area Plnellas County Engineering Department F.P.P. F.O.P. P.C.P. F.C.M. NF 1.0. SN&D SR&D S.I.R. S.F. N/S N/C (X~X:; MH MLP N.T.S. O/A OHW P/L PVC RCP R.E. R/W SAN. s/W TYP. V/C W/F WLP W.M. WPP _______ D.B. 816, PG. 199 ~ ...'? ~'Y .. .. + + ,:p!> + ,:p":- + '" '0 'b ",OJ' Ell' ",OJ' 6" ED 5"~ED 6" '" ...OJ' () OJ -iJ' 24" E9 -iJ"? 11"ED Ell9 '5 \L7 .....9 ED 10" -iJ":- ED 6" ~ -iJ~ ...... '&'15" ED 6" *'0 OJ ",OJ' ",OJ' .. + ,~ . 2B 19" W-2 -iJ"? -iJ'Y 14~ () ...... + ..",~ ....":J E9 .. 31" ED 9" .. -iJEa ~ L8 26" l!l ",OJ' -iJ~ + ...~ .. .&.17" Wetland Area 47,821 S.F.:f: .\ , \ ...."? .. .. ..... .~'Y 19" ED /A" .... 24" +L~ ~'? '" .....'Y 5" m ...... ED 6" l!l 14" 4" ~ W-4 -iJ' ...... Wetland Jurisdictional Line (See Notes) + -iJ9 .....~ ED 14",15" ....":J .. L13/ w-1~ ~ Line # (Typ) -L14 / 'r See Line Table / r ~-H ~~~ ,?-gN Flagged Point - W- 7 4' ~ re 0.'...1100 (T",) ..".~ L15 197.80'(D) & SET N89.47'39"W ~"? .. + / AREA PLA TIED AS "NA ruRAL AREJ \ RElEN .\0001ol0 HOMESlEAD OAKS P.B. 99, PGS. 7-9 ~ ~ ~ DRAINAGE EASEMENT - PER PLAT LEGEND SYMBOLS: = Professional Land Surveyor Centerline = Found = Found Nail & Disc = Found Iron Rod & Cap 5/8- (LB 6472) unless noted Found Pinched Pipe = Found Open Pipe & Cap = Permanent Control Point Found Concrete Monument = Corner Not Found Identification Set Nail & Disc (LB 6472) Set Rivet & Disc (LB 6472) = Set Iron Rod 5/8- & Cap (LB 6472) = Square Feet Corner Not Set No Cap = Corner Marking Hog Wire Fence = Manhole Metal Light Pole = Not to scale Overall = Overhead Wires Property Line Polyvinyl Chloride Pipe = Reinforced Concrete Pipe = Rim Elevation = Right-of-Way = Sanitary Sidewalk = Typical = Vertical Curb = Wood Fence Wood Light Pole = Water Meter = Wood Power Pole o CD .. 1><1 II C"th Cleanout Flared End Section Flood Light Gate Valve Water Meter Wood Power Pole Guy Wire Anchor Hydrant Irrigation Cantrol Metal Light Pole Sign Wood Light Pole oil ~ @ ---u- x:x t:I '* o A TREES: Woman's Tongue Cedar Oak Pine 014" Ell!> '5 + .p'Y ED 6" '" ED "'~. 6",6" Ell"? '5 + ~~ + ~9 .. + Valve ZARRA BOYD, INC. Engineering, Surveying and Planning 1480 Beltrees, Dunedin, FL 34698 (727)738-9010 Fax: (727)733-0083 ~'!' + 4" 4" '" o ~. 13" o 07" 4 HWF o B" 13" o 4" 013" 13" o 0 o 4".5".14" 03".6" 6" o 9" o ..",":- + ~~ ~ + ",'b ~. ~ ~. .. ",OJ ..... rt> ..",. ~ ..",. " ~ ~ (,) . CI ........, b N "" " ~ 20" 15" ~lP (Typ)@ o 0 ~9 N89.48'18"W(M) ....":- 5"B"9" ~ +N89-47'39"W(0&C) 2' . . ..",~ .".'Y ~~ 1B" o 14" o O.R. 9314 PG. 1906 ,....".... " C1(,)~ 'i''i''i' I It II ~lO~ I"")lOI"") -:.t-:.t'N 000 - - - 000 000 cn(f)cn P.O.B. I ~ .. .".. .".. + + ~? .. + 6" ~'? 0 ".j>~ 6" o 565.95'(M) 565.99'(0) 565.70'(C) 0B" 10" 00 g" 20" 1B",19" o 12",17" B" o ... ~ .".I:f; San d FiI ter Pump vaUl1 Sand tl~ Filter .. + E/B 1B"0 D ED '6 8')(10' Aluminum ": -:? 10 Shed an CjS ~Ill iii 45.38 .... ciS ..,0 "OJ ~. ~. 'b" 0/ ~. ..~. 30" 0 tl~ ":l" t" ':01: ~tl. S'9n ~ it) (Typ) tl'? .. MLP@ ..... tl. .. ~l!l tl. .. -;. tl. .. + tli/' .. SOUlH UNE OF NW 1/4 T I OF NW 1/4 SEC. 4-29-16 468.10'(0) &: SET LOT 16 ----- ~ ~ NORTHEAST BOUNDARY / EB 6002 LB 6472 LOT 15 \k.14" 0 '7J'I- 12" 029" N od N tl'Y .. + tl'? .. tl") .. 34.4' C/C landscape Timber C/C 1 STORY C.B.S. '2040 F.F.= 46.65' .j>r!' landscape Timber I ~ I 7" @) STORY C.B.S. '1990 .j>9 + .j>"? + I '0 '" .. ~ ,:p',:p',:p' is Wl.P (TYP)~ + + + rLl It I . - ~ ...... ... d tl~ ~~ .. io 11 ;~- , ~ ~ =?x M OJ~ i i ... ~~' ~; n.~ n.'Y.~. ~ B "'..... "'..... II<" 46.3m + + + tJ'O ..",. 027" 17"* 500.00~00"W(M) 0 24" q".7" 500.04' 31"W(O J 500-04' 55 "W( C) 129.2' 34.04'{C&:O) 34.19'(M) tl~ .. + .j>":- + ~~,u~ .j>9 + 024" landscape Timber 5" Church Sign .j>'f' + 128.6' .j>1' S.I.R. ,,'b ~. .. ii ~ ;'X: ~i: ~ UJ ;: Ii ~ ~ 46.3' ~ :r o I ...... . : 0~ {j .j>~ 00 !> "? + n ..",!\,,,:-..'" ,,'" ,,+ ",+ .j>"ff.j>l H: + '0 , ~. ~"?+ :'J+iJI'- ~9 ti 46.91 rt \'1.& ..1. m 4' ",'" M ~. ~. ~ ~ W W.~. r.: i i () 4>.... .. i .j>' ~. .~.j>~ . ;, 45.9 'b'" .j>' E/P OJOJ '-- Asphalt-...... .j>' " 'O~ .j>' ~... .j>' 'OOJ .j>' E/P ...'" ~" .. ~ .j>' . B",10" 010",14" Grass _____ 1B" o .j>'? 4' CLF 1 STORY C.B.S. '1970 R 6. A C C CB CB CB - 11359.16' - 00.35'03" - 115.80' - 115.80'(C&0) - 115.73'(M) - SOO.22'03"W~D~ - SOO-22'27"W C - SOO.28' 49"W M LOT 14 HOMESlEAO OAKS P.B. 99, PGS. 7-9 ~ CHURCH OF CHRIST TOPOGRAPHIC SURVEY F.I.R. 1/2- CLB 107) ~. JL, tl9 )ftf'IJ .. ~ ~. ~r;o.~~"? ~~ ...+ + ~. .. Control Structure Top of Cone. Flume 42.49 G.E. 42.67 Weir 42,OB I.E. 35.53 Co ..OJ ~. .. P.O.C. SE CORNER OF NW 1/4 OF NW 1/4 OF SEC. 4-29-16 NOlHlNG FOUND - CALCULA lED LOCATION FROM SECTION SURVEY L 103.70'(C) SECTIO:N BREAKDOWN DETAIL NW 1/4 SECTION 4-29-16 'i' ~ =.U lc U; ~ ai o I"l o I"l Ul F.C.~. 3")(3" WITH PCED DISK AT W 1/4 CORNER SECTION 4 CERTiFIEO CORNER 10045429 N89'S9'14"W(~) FD NAil '" DISK (PINELLAS COUNTY SURVEY DIVISION) AT NW CORNER SEC. 4 CERTiFIED CORNER 1062182 ............:::1 =.U N N U; I!! ai ~ 9 2663.74'(M) 1331.87'(C) FD. PCED BRASS DISK AT N 1/4 CORNER SEC. 4 CERTiFIEO CIRNER , 0045430 c C5 ~ 0:: 0 i5 g o b ED N Z 18 j ~ ::J :::I u :::I -----~------- ----------~---------------------------- 1331.24S'(C) I "'- PO C 1331.24S'(C) N89'47'39"W (BEARING BAstS) . . . N89'36'02"W(~) FOR: b ~ ~ .... I"l ~ u ~ ~ ~ o o Ul 1DO' .... D .s: i < ~ ~ ~ 0 "0 0 5 CD o .0 .I::. .... :J o lJ) ,......... t') 0) ~ C < o a::: ~ ~ (/) '-" c < o a::: Z L.&J ....J ....J ::> ::IE o ::IE '0'" ..",. ~~ .. ......... ...'" (J) .j>' w e::: <( > ~ o ~ ;: ........... e::: '-" lo..CD 0'1 ~O) ,N ....J. 31:. zu ~~ lo.. IJJO Z :J~ 1-.... ~3I: IJJZ ~I/ I( ~~ .. -e ::J U d IS U <: o '6 u :::I II II IS J.J I ~ iii .... F.C.~. 4")(4" (NO I.D.) AT F.C.IA. 4-)(4" (NO I. D.) AT SE CORNER OF NW 1/4 SECTiON 4 CERTiFIED CORNER #0042221 1330.63S'(C) 2661.27'(~) . CD N ()~ tl. .. - U ....... IJJ . 10 10 ;,. P o o Z ~ .j>' <: o '6 .. :::I III o c's J ~ ~. .. OJ~ .j>' 'b'" ~. .. ~OJ ~. .. 01 ~O) ,N ....J. 31:. ZU lo..lJJ Oen lo.. IJJO Z :J~ 1-.... ~3I: IJJZ ...... ~ in 0> III ~ ~ g, r.: 0> ID N 'i' '! 1') ~ o o Ul NORTHEAST CHURCH OF CHRIST 2040 McMtnLEN BOOTH ROAD CLEARWATER. FLORIDA 8.818 3'37.s-<1 PHONE: (727)799-0007 SCALE: 1-=500' -' hlj"W d lJ"ot, 30' I ( ({~ ~J~ I [ ::c:= .'.'.JJ ' I ! l 10 NO. DATE '0 .. E9 ,:po \11. ",l!l'~ 11" \ ED ",OJ' Ell9 . ~ ED'5 4" '0 \ -iJ' _\ Wetland ED " " L2 < Jurisdictional Line 6 ,7 (See Notes) -iJ":- ED 6" 7" !> rt) OJ . ",OJ ~ -iJ' + ED " 6 l U"ood ,,~ 5,468 S.F.:1: ~'" "'...... W-11 ,*4 A, ~~OJ ~ 4; ,,'b \) >y ~-<f~~~~ ~ 6 ~~ &c..~. ,~ ~ ~ ~~ ~~ ~,,~ ~<-;, ~<:s .a... ~ '0 ~ ()~- ~. ,,'b ~ ",l!l~ S89-53'56"E~M) -iJ'f' + '!' S89-53'16"E D) -iJ'Y 20" ED tP '" ( )+ EDB",17"ED g" S89-53 27 E C 4" tPl:f; .....~ -iJ' -iJ"? 13" ED ~ 1B" - 1~::- I:f; 19'" .. ...":- ..... ...... ",,,,'!' .. 5",B", ED <17 .. 1 0" 15" 7",10" ",' ...... ED 5" o .,~'~.~ ..",. + ffi 7" e:l B" .....~ ~ ~. ~ + .".. ~M~'It~ ~. ":l" .".. ..",'!' ~'? ~ ----- +~. +.. WLP (Typ) - ~ Grass ----- End of Fence "l:OHw' - 0.1'S 14" 4" 0 ....'?.".~ 0 9",11" 0 367.38'(M)6' W/F 0 12" End of Fence 367.51 '(D&C) 012".14" +'b + ~ ~O,ro.. ~ .. LINE L1 L2 L3 L4 L5 L6 L7 L8 L9 L10 L11 L12 L13 L14 L15 L16 L17 L18 L19 L20 L21 L22 L23 L24 L25 L26 0' ~ SCALE: 1" = 30' GRAPHIC SCALE (IN FEET) r- N 60' I I ~ w ex: :t W 0.. !;{ g(/)~ WwCI: >00::( w_uJ o>...J oOffiO CHI) u.. Z 0 Z ~ z - 5 () 0.. VICINITY MAP RD. E. ENTERPRISE ci iii: ~ 2 ~ ...J :J 2 u 2 S~~Rt N.T.S. 8 ill I. e i ~ ~ SUNSET---1....-POINT- RD. Ii ui S.R.5110 PROPERTY DESCRIPTION Being that certain property described In the Instrument recorded in Official Records Book 4132 on page 1839 of the Publ ic Records of Pinel las County, Florida LESS AND EXCEPT that certain right-of-way parcel described in the instrument recorded In Official Records Book 7646 on page 787 of the Public Records of Pinel las County, Florida and being more particularly described as fol lows: Commence at the Southeast corner of the Northwest 1/4 of the Northwest 1/4 of Section 4, Township 29 South, Range 16 East; thence N89'47'39-W, along the South line of the Northwest 1/4 of the Northwest 1/4 of said Section 4 (being the basis of bearings of this description), for 468.10 feet to the POINT OF BEGINNING; thence continue N89'47'39"W along said South I ine, for 197.80 feet; thence NDO'03'32"E, along the East line of that certain property described in the Instrument recorded in Official Records Book 8742 on page 2341 of the Publ ic Records of Pinel las County, Florida, for 323.16 feet to the Southwest corner of that certain property described in Deed Book 816 on page 199 of the Publ ic Records of Pinel las County, Florida; thence S89'53'16-E along the South I ine of said property, for 565.99 feet to the West right-of- way line of McMullen Booth Road as recorded in Official Records Book 7646 on page 787 of the Public Records of Pinel las County, Florida; thence along said West right-of-way line the fol lowing two (2) courses; (1) thence SOO'04'31"W, for 34.04 feet to the point of curvature with a curve concave to the West; (2) thence southerly along the arc of said curve having a radius of 11,359.16 feet, a central angle of 00'35'03", an arc length of 115.80 feet and a chord bearing SOO'22'03-W, for 115.80 feet; thence leaving said right-of-way I ine and along the North and West lines of that certain property described in the instrument recorded in Official Records Book 9314 on page 1906 of the Publ ic Records of Pinel las County, Florida the fol lowing two (2) courses; (1) thence N89'47'39"W, for 367.51 feet; (2) thence SOO'04'31"W, for 174.20 feet to the POINT OF BEGINNING, and containing 2.732 acres, more or less (118,995 square feet, more or less). 1. SURVEY NOTES / REPORT (8)(b)) & 2. 3. 4. Type of Survey: Boundary Survey (61 G17-6.002 Topographic Survey (61 G17-6.002 (8)(L)). Date of Field Survey: October 2, 1998. Date of Computations: October 1, 1998. Bearings shown hereon are based upon an assumed bearing system util izing the South I ine of the Northwest 1/4 of the Northwest 1/4 of Section 4, Township 29 South, Range 16 East as N89'47'39"W. Elevations shown hereon are based upon National Geodetic Vertical Datum, 1929 (NGVD). The control benchmark uti I ized was "Safety 0" at elevation 18.979' per Pinel las County Engineering Department. Subject property lies within Flood Zone X pursuant to Flood Insurance Rate Map '125096 00110, dated August 19, 1991. AI I visible improvements (with the exception of sprinkler heads, If any) lying on or immediately adjacent to subject property have been mapped and shown hereon. No excavation or mapping of underground improvements has been performed. The property description shown hereon was prepared by this firm and is based upon deeds and field survey measurements. The described property contains 2.732 acres, more or less (118,995 square feet, more or less), and lies within Section 4, Township 29 South, Range 16 East, City of Clearwater, Pinel las County, Florida. There are no visible encroachments, either way across the property I ines, unless shown or denoted hereon. The boundary line measurements (as wel I as the improvement locations) that are shown hereon were obtained util izing a standard field traverse which met or exceeded the minimum accuracy standards associated with this type of survey. If a boundary I ine measurement, (M), is not shown, that particular bearing or distance was found to be in substantial conformance with the I ine's described (D) value. Ingress and egress for subject property is provided by the contiguous right-of-way of McMullen Booth Road which contains paved driving surfaces. The wetland Jurisdictional lines depicted hereon represent the landward extent of the waters of the state and/or of isolated wetlands as del ineated pursuant to Florida Statutes 403 & 373 and Florida Administrative Code Chapter 62-340 as field staked by Christopher Canter of Advantage Environmental Consulting, 7620 Congress Street, New Port Richey, FL 346q3-110B, phone (727)847-4631, on September 23, 1998. The wetland jurisdictional I ines shown hereon are subject to final verification and revisions by al I federal, state, and local regulatory agencies exercising jurisdiction over wetlands. This survey map and report are not val id without the signature and the original raised seal of a Florida I icensed surveyor and mapper. Additions or deletions to survey maps or reports by other than the signing party or parties Is prohibited without the written consent of the signing party or parties. This survey map was prepared without the benefit of a title comml tment. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. LAND SURVEYOR CERTIFICATION I hereby certify that this survey was made under my responsible charge and meets the Minimum Technical Standards as set forth by the Floria<;l';BoQrct ()f ., Professional Land Surveyors in Chapter 61 G17-6, Florida Admlnistra~itl Code, pursuant to Section 472.027, Florida Statutes. This survey dtqwin-Q1fi~ ~t.;.. ' valid without the signature and original raised seal of a Floridc'J:k..!~ir\!Jll~",,:'''lOfI'',...,;~ surveyor and mapper. . ~ . I; ",,,,,,,,\ N.". t, , ~ .,;'" ~.~~ \,"f~' _It .~..II>..( i( ..J-'..~ o'~:~.oo -~ ~I~'i.ee~..'~" '" ," ... ~ -~, : - ,\~~\<\ {~;~, . '. ~,.' ~.. 0 . < ...."i" 1/1 ~j. . t~ .'Il"'~~~ -:'," ~. , 'J~'" Jack L. oyd;^y",'~( .,ti, "}'i Profes . n I Surveyor & M ..< i-'!:~. t~:~~ " State f orida ".:. !.~C\..~..,...~~. "",}.>:., ~ ~~~~",'f' : ~'l ",/,.t";t;:..~..Jri ':~:~~.\~ x <t JOB NO: 1098P DAlE: Field 10/02/98 SCALE: 1"=30' FiLE: 1098P REVISIONS BY SHT --L OF --L '1f~9f SJ . :nV/d01J^ '''-''j / /U f/' .~~ ~~~ hUli' L x '/'\'It_''\;/ ILo,j~b,,\,llv/t ".",,'" tv otrtfV l I I I- en w E a. N N N I") Oi m m I m ..... I It) O.R. 8742 PG. 2341 \11" \ 0 ~0 4" \ Wetland o " " L2 ,/ Jurisdictional Line 6 ,7 \ (See Notes) n 0 6",7" '!J~ N "j -l + o 6" l Up',"d ,,,. 5,468 S.F,:1: ,.......,.......,....... OU~ ........................ 3=3=3= - - - ~Ln';q- 1"")Ll)1"") ';q-';q-N 000 bbb 000 (/)(/)(/) W-8 ":J'O' I 0 4",7/ 4"V L16 F.C.M. 4"x4" ~;~L17 P.O.B. (LS 1428) L22-.........: ~~ L5 '" 197.80'(D) & SET L21 197.52,tCY' 0.46'W~ ":Jboo]W_9 ~b<'" ":JOj~+ L~+":J:; N89-47'39"W / (BEARING BfIS) S.lYU;J~6" I · ~ AREA PLA TIED AS ":J ~ +~' W-1 +:'\-~ / "NATURAL AREA" \ ~~ -+lb<'\-' +b<~ RETENTON ~OND + - _ LOT 17 _ '/ r b<":J'? ________ HOMESTEAD OAKS + P.B. 99, PGS. 7-9 I~ F /C 1. 7' N ,---- 0.5'W '0 F,I.R., 1/2"(N/C) ~ 0.52 N, 0.03 E P.O.C. P.O.B. {~l SEC. D.B. O.R. P.B. C.P.B. Pg.(s) M.O.L. +/- Ac. LB BLDG. C/C cis CBS CLF C.O. CONC. E/P EL. F/C FCM F.F. FHA G.E. G.V. GWA HYD I.E. IRCV L/A PCED b< ":J'O' I'-S,I.R. "- -' Ll io ~ I v 900j ":l' ~~ ":J >- 0:: <: f- Z W ~o W-l c;:j~ u... I f--l 00 00 CDI U ZVl W -l -l ::) ~ u ~ '<t- N -l <:) O. b< O'? b< I- "- W d (/) io ~ ~ I ~ ,.......,....... UO ................ roCo " <:)" b< ~-14 \' \L1 ...- ...- . . 1"")1"") NN 1"")1"") I- W (/) ~ /? '!J~ "j W-13 ,'? b< ,.......,....... UO ................ WW - - CoN 01"") ';q-ir) 00 - - 00 00 ZZ "- -' Ll io ~ I .v 6' CLF J'.!!> ~ End of Fence / 1.l'W, 3.7'N 8" f"'\ F.I.R. 1/2"(N/C)/::: '-S.I.R. 0.61'N, 0,16'W " lO !),. b< + STORY C.B,S, #3042 L25 o 11" W-12 r \L3 '0 ( + ":JOj' Wetland Area Wetland 47,821 SH ? ~2::;'\'"' 1 s.. 4.> ,,'0 a >y ~~~~. ~ >0 (;~ ~~ (;~~0~. ~1J ~,,"-' ~ ~q,<-;' 0<.) .a... <\ "-' ~ () ~- ~. ,,'0 ~ Line # (Typ) --L 141 'r See Line Table ~~~ (f) ~'? -g N Flogged Point - W- 7 "j .2 ~ 0""",,,,, (T",) "'* L15 5' HWF ~'!> "j + ":J ~W-1 24S~ 4"~ " ~. ":J + 39.2 6" 05"00 6" \ 24" <:) '!J' "j \L7 fj ? b< Ii:> + ,fJ' ":JOj W-2 ,f) 28 19" PROP. OETEN71ON/ 7REA WENT o ~L8 26" '!J~ "j W- 20" \ '!J~ W-11~ ~4 ABBREVlA TlONS: P.L.S. et FD FN&:D F.I.R. = Point of Commencement Point of Beginning Calculated Data = Data per Description = Measured Data = Platted Data = Set = Section Deed Book = Official Record Book Plat Book = Condominium Plat Book Page(s) = More or Less = Plus or Minus (more or less) Acres = Corporate Certificate Number = Building = Covered Concrete = Concrete Slab = Concrete Block Structure = Chain Link Fence Clean out Con crete = Edge of Pavement = Elevation Fence Corner Found Concrete Monument = Lowest Floor Elevation Fire Hydrant Assembly Grate Elevation = Gate Valve Guy Wire Anchor = Hydrant = Invert Elevetion Irrigation Control Valve = Landscape Area = Plnellas County Engineering Department C' ~ "U C ..... C- OO m o ..... DESIGN BY: NZ DRAwt-.I BY: TLM,PWD REVIEW BY: NZ QC BY: NZ F.P.P. F.O.P. P.C.P. F.C.M. NF 1.0. SN&:D SR&:D S.I.R. S.F. N/S N/C (X~X~ MH MLP N.T.S. O/A OHW P/L PVC RCP R.E. R/W SAN. S/W TYP. V/C W/F WLP W.M. WPP 30' ~ 1 SCALE: 1" = 30' u GRAPHIC SCALE (IN FEET) '-' W ~ EX/S71NG SEP71C SYSTEM TO BE ABANDONED SOOOOO'OO"W(M) SOoo04' 31 "W(D ) I lO '\- b< ~ ":J'O''':J'O'~'O' ~I WLP (TYP~ + + + .!. .,~ b<":J b<'" u...lD 01 '<t~ ::::-1 '<t :3: zu W ~Vl u... wo Z :JZ f- ~:3: wz i'/ I( lO" b<'\-" I I I SOO-04'55"W(C) 34.04'(C&D) 34.19'(M) "- -' Ll 1 STORY C.B.S. #1990 100' ________ D.B. ":JOj'? S89-53'56"E(M) + S89053'16"E(D) tA<:)~ g~"~7"09" S89-53'27"E(C):",fJ~ b<":J":J":J b'?":J io,,-" 816, PG. 199~ b<~'Y ----. b<":Jb< 12' (A ~A~) SlOE + PROP. + LANDSCAPE BUFFER- WHmSTOP 013" 6" 4" n( " "''?r_ 0 o b<~'v nP..., 0 7" ~ bo~lO~ 13" 08" o 10" 18",19" tA'? b<~ tA tA + + lO ", b< <0' b< + PROP. OETEN71ON/ 7REA WENT -7 I, F. . 1/)2" lIe 0-. ~ OJ'':J OJ'\-'' 1'6' CLF ~ 7" (LB 107), b<lO' bi' ":JOj' ":JOj' b<<:)' C++ + ~ *14" ~ *' 13" *27" 0 13" t 10' 027" 17"* 018 0 24'1" 8~ ~ 46.3 o 12",17" 20";.. 12 '" f .5liB4at' . 5", " Traffic ~ . ~ ---= ~ Signal Box --l-~--::--' g-i ;------- ( ):, "Y'-....... Ex. Sand Filter -t ~. +bi" ki. c n ~ ~ Pump vau,tl.j?' I 0 0:: (j BtJFF'ER ~ '29.2' 5 '0 '" w a. w S~'d ~~ ~ 34.4' j,i:::::: ~~6H~ <o"I'.Ll ~ ~ ~ ~ x ..~. Filter b< + 8.2' v C/C 0 PROP. 4' CONe. s.IW I: 17' I S.I.R. ~ '" ~ '5 ~ w Ex, Gross ^ PROP. ASPHALT \: ~ '!fJP.CES' GWASS" I\. 8" E/B ~ , ui 45.9 16'1 I I ~ c JnOJ ~o; W !),.' -.~~ wr'A ' I 0 ~ ~ 2.6' 10-.... .q- /ItJ' @-., v 0::0 ~ --Ilo... b< + + b< ___ I\. ~. ~.j?'? :;; ;.. _ ....._ C1 I~. b<lO' [)+ +tA<:)+'b<<:)'!> ~,,'O < .......... I "- "' n- . 5.7' Ex. Landscape ~ ./ ~ f';\c/sll~~ ~ IJ) Ex. 8'x10' ;:; Timber 25' ~ /" /" ~ "'~o (/) tA":J<::J":J ~ >I t-:r . Aluminum Shed .... ~ PROP. 200 SEA T ,,/ ~ '-" ,........v.1 ,,0, 1;;--1 ~ on CIS \! CHURCH AUOIroRIUM ",7H .. .5liB41 at' (~~.... 47 l.J PROP. SAN. IIH \ ~. ~ ~ Existing c/c f- ~ AL TER, PULPIT, REST ROOMS 'I' 6""".'- SAN I ~ "' ~ IJ) ~ DRESSING ROOMS Ex. Lands ope ---. ~"r...., V HE - 46.85 g ~ 1 STORY C.B.S. I~ .;. Timber ".~ ~ \. "o.,/,'.% IE _ 44.10 W \ ~ 30" v ":>~ 12040 I ~ PROP. F.F. EL 47.00 5 I, "':5: ) (2\ I ":J":J + bi :n F.F.= 46.65' I- Ex. Landscape t< ~ II IE - 44.05 S ~ ~~. Sign ~ ADMIN. &: Timber ~ It[" U)F.L ___ 46.3' ~ (Typ) ,,:>1' I~ .51 r I F L / ~ lO":J I bi ~ CLASSROOMS (f) /ItJ' r:'I 24" Ex. ~urcht---" Ii ':i,;: / - c ":J ~. C ~~" '!J '0 0 Sign i'~ ~J'l b<lO' '0 ":J .." ~'? ~ 5 iP 5 46.0 ^ PROP. 4' CONe. S.IW 6' x 46,4 5"/ a; + ::--":J/. tA\,\-~b<'\-' ,,'" _-.. ~Ii:> ~ ~ Ll I ~ b<"'/",~ + + 'I- lb<b<" :g 0 lO" r;:: IRCV 34.4' ~ -. ~ ~- ~lO' x. FHA g. 0:::"...... ,,":J :. \I~_ c 1"'- r_<::JOj ~ ~ ':~'" ~-. ASPH. 6 I ~ 6 6 \~ ~ I i1 ;~ 'i.:;A'5'0 ~ \..EX.WW~ : ~ b<lO" ~ ~ Il" .u.......rv v blJ ~a:s ~ 12' 6' i \ I & ~ c Vol- '..f w 0::: ,,":J ~ 'p<:)<:) T!~ ,-~6,2~ ((0:::1 m'PJ ~ (rIP) \ t, 6:).> 0.) /::C <( ~. ~"lO~,? ~ ~ , 'C/C I 46,0~ ~~<:)'\-'8~'46'21 b< \ : .... III I-- "'..f6>", F > 44.7'-- v 45.96 45.98~"" ":j ":J' .......... ~ ~E/FP I,\-"': ~9..> 0 ::r: lID . ~ P.':.1..1-OH b<",' "'.......- '!> 24' HROP. ~ v .~ 0 I- b.'j~;' 46.;.a ~ b<lO' lOOj b<lO Ex. ASlWALr .;. IJ) .12 :t: 0 i1;5,84 ~\-Gra:;--I'E~. Metal Column b<"''? b<lO' E/P'- Asphalt--.... OIiJiI- ,., 1 'l." 1> r~ ~ m ~ 45.6n :ri '0 '0<:) b<ra 'O":J 4"x4" (Typl ",., ~ ;t Y b<lO' ':J~ f- ~ ~ 0~' b<":J. :::... -I- ~ ~ 46.99 ~, r .1:;:,.... bi \J:> ---=-- r-- :-6r""'" ...... ~ - --1.. v ":J'O C > End of Fence 1 el~:" ? 7~">"> _ '--: 15"/ 8" 10' ~i?~"\ 4",7" b< ~17"/ 12"' W.M. o..t~ b<' ~. b<Oj 6 Zw ~ 4" 0 0.1'S"" ~'? b<b<~ 0 P I\'!i I:-- ~ ~P 0 5E"1BAat"0 _ 0 _ b<ra. ~4~O~ I ~ ~ 3~ ~ ~ b<":J' ~....J _ uWA 6" I ~'.:J 11" I b<lO'?'-En~ Fe/ce End Fence1 (' 41;.5 45.9' 'I- 45. v-Ex. E/P 6 ....J b<lO~":J tAlO~ &, , ~I '> <:) , o .o~ .j?' b< I ~ '- b<":J" 'O":J ,,<:) ~6,'5'O y.. 12' I'AI..r'DAAr') ~nr PROP. SAN ~a ~'? F.I.R, 1/2" "- c:l.l ~Z' ~ .j?'~ 0';" l" "l;fT"~1' _UI; IE _ '44.60' b< (LB 107) d.;.~ '0" """ OJ ::E LANDSCAPE BUFFER io b<'\-':.::'.9 i'...j?' PROP. SAN. ~ 0. I 4' "x + I "f-- Ex. Control Structure ~Oj Gross ~ IE - 44.28 .;.. b<":J' ~ "'-t.) Top of Conc. Flume 42.49 .;.. PROP. 80 LF 6""",.- .q- G.E. 42.67 UNE TABLE . r...., -............ Weir 42.08 SAN. "0.4% .--"- ...... I.E. 35.53 UNE LENGTH BEARING I ( lO r - PROP. 407 LF 10"'p\IC L 1 35.25' S27"OO'02-E .;. ~lO ~ tA":J'? ~'~ SAN. "0.28% L2 54.23' S31"27'30-E ^,~ ":J"';':>'? ijj ~ bob< .;.~'\- L3 46.85' 50518'59-E 1 STORY b< .;." ..:< '0 a. b<lO' L4 35.12' 537"43'15-E WOOD FRAME STRUCTURE r ~ ~ f L5 70.29' N89'47'39-W #1970 ~ '0 ; L6 14.64' 537'43'15-E :.J I~ ~_ ~ "'6' L7 49.14' N33"o7'46-W @) 11359 16' :3: 1/":j ..... '''' L8 43.22' N46'33'19-W C1 R -. ~~. . ~x';'4~~~3 00-35'03" J ' L9 36.40' N63'44'16-W ~ - '.;.. ~4 "'6' L10 80.68' N23'46'01-W A 115.80' ^,~Oj. '6'<9 - ~' : i. .40 Q. 1(. L11 7.05' N23'46'01-W C 115.80'~C&D) ~~.> L12 7.97' N21"01 '37-E - 47.6 r'"2 - ~ "'6' <9 L13 35.40' N21"01'37-E C - 115.73' M) 6'Gate I .41 ~ '.9-S- L14 38.45' N27'57'12-E CB - SOO-22'03"W(D) ~ ,,<:) L15 49.70' N30'41'54-W CB _ SOO-22'27"W~C~ M:~~: II .39 ~ .;.. L16 20.59' N14'34'45-W _ SOO-28'49"W M H L17 20.10' N14034'45-W CB 7-0HW./ Exist. L18 5.09' S88'47'53-E ":J" Grote Inlet L19 13.89' 500"04'31-W d [~lO I ~:=4~~81: L20 129.67' SOO"04'31-W io .;.. L21 127.51' N89'47'39-W L22 19.35' 500"04'31-W L23 151.85' NOO"03'32-E L24 171.31' NOO"03'32-E L25 74.29' 589'53'16-E L26 11.29' 500"04'31-W ~:3: wz ~, bi + <:) co' " + ,,":J b<' + ,,+ I ~. b< / 6" o 565.95'(M) 565.99'(D) 565.70'(C) ~ ,.., - '0<:) v, ~. LOb< ==11= C < o 0::: Ul Ul o t5 lOlO tA'\-" 4" .'" 4 HWF 8" o 0' b< ~ 5 HWF 13" 0 \.:J &, 12" ::! 0 . 18" 5",8", 10"15'8 c: o '0 .. ~ I.:) 19" 4" 013" o I 13" o o 11" , a~ 0 !! r:: 5" &'1 0 '\ () 6" 6" II 11.0' <:) -I nP. I- ,," ~. +tA + 0 0 8 7" 31" g" . 8" - 01 o 19'" of :J Ll \;.18" ,'V GR. 55 lPAGp- c: 3",6" (jJ) 4"~' ~ r-... o c: o Ll ~J/ \. , 0> .q- tri .q- 0' ~ I'"'' o 9" ~ o 10" MLP @ 0" b< + '''"' ~7. 24' . I'.. ~:..... G ~~ ,SjDA~ ~ 0 ; ~ 14" 42.28 0 (jJ) i- ~ ......cil ~ -"~ ,ij?e II \ ~~~I\ 0 (jJ)1\ "~ ~:;:~ ~/ EX. ASPHAL T / -I :;: reo REMAIN ,., 43.09 (jJ) ; ~!~ m~ G~A~ ~ CES~ J (jJ) ~ t <:)'!> b< "" o~ 19"0 &, +b< 24" L9~ 5" G:l~' 6" C9 14" 4" <:) W-4 b<"" ":JOj (jJ) b<' tA I~ ;r I g o Z / ,;. b<lO' 1- -I- \ \ ~ ,,~~ r-.....PROP. ~ '~ \ ~ ~ ~ \ \ a~ !!r:: o ~ b<' b< + .. ( 4'+ , ':J' bi "" .,.~ ..... " .,; c: .2 '0 .. ~ Ul Ul o t5 ... ":J":J "" ~. WLP (Typ) ~ -~ 43.5 I- Grass-- __ 020" 0 15" MLP (Typ)@ + o'? b< L10 \ 0 14",15" \ ;\ o IX) ,., tri v o 4" F,C.M. 4"x4" ,fJ~ (LS 1428) \4" ":J + \I:J b<<:)' L26 b<"'Y o ~ "," 7" " 4" ;;' , b<<:)' L11 + .fl ~A1-504" L1 9 TL ;v 2 0 5" I L13; ----1 1~'!> ":JOj~ ~ W-6 ~ + ........ -l 0 N ~ ,..... -Ex, 18" / 14" o 0 PROP. J b<":J'? TN89-48'18"W(M) ~~ ~m.STOP N89-47'39"W(D&C) 0 (TYP) b<"vli:> + b<b<'Y+ Gross ~ REMOVE EXIST. .J "'-. UGHT POLE b<":J ~. b< 5",8",9" ":J'O ". b< 'O~ ^" b< "lO ~" b< ~ ( u...lD 01 OJ ZN ~J. :3: zu lO" u... bJ ~. au... wo Z :JZ 06" ...- o 6",6" O.R. 9314 PG. 1906 '\-<:) ~. b< '!J' "j + J 5 I u g I u f- ,,'\- ^" b< Ex. E/P - '0 .s::; a. Ul <( ~ N ,. "'<9 ~6>''''6' n :.> lO~ ~Ign b<'O'9Ir;5'\ '+"..1 bi ~ 'lJ1i:> '07 tAl I SOUTH LINE OF NW 1/4 T I OF NW 1/4 SEC. 4-29-16 I .;.'!> ~ Ex. Telephone- 1/ Manhole End of, r\ Fence \ '\ End of, Wall \ 47.6 / I I \ I '>6'" ~ ~~- - - II -~GW~ ~ ~ ~U E. T"'P"~,lAf~~ ~ Control Box I I ~3" J, (typ.) f 3'6 GWA e :0.3" I I ~ ~'~ ~ ft"&, I I I ~ ff .;.'O":J I I ~ I.;.~~ 8. 5' Oralnafltl .. B Utility EasemtNIt 0 ~ 0:: ".> .~O x LU , IX) "'.> .~.) .47 x "'.> ~ '.)0 v ":J" ^, . ,;. b< .;." ":J" ^" b< AOJUST G V. AS NECESSARY 103.70'ce) ~ Ex. 12" Water M~in.J!/~ ~;. ~r:p b< P.O.C. SE CORNER OF NW NW 1/4 OF SEC. 4 NOTHING FOUND - LOCATION FROM SE 11.46 1.6,6, 468.10'(0) & SET Ex. GV '1t I ,..:~ 4?- ....;( III "'.> ;; '? B "',..: '6'.> tA i--.- v ^' '!><:)" 1'1' --.. f'... b<~. ~ r-... I- Ex. MES v IE=44.65 1/4 OF -29-16 CALCULATED CTION SURVEY LOT 16 ~ ~ ~ DRAINAGE EASEMENT - PER PLAT SYMBOLS: aP~1 .,. ~ LEGEND = Professional Land Surveyor = Centerline = Found = Found Nail &: Disc = Found Iron Rod &: Cap 5/8" (LB 6472) unless noted = Found Pinched Pipe = Found Open Pipe &: Cap = Permanent Control Point = Found Concrete Monument = Corner Not Found = Identification = Set Nail &: Disc (LB 6472) = Set Rivet &: Disc (LB 6472) = Set Iron Rod 5/8" &: Cap (LB 6472) = Square Feet = Corner Not Set = No Cap = Corner Marking = Hag Wire Fence = Manhole = Metal Light Poie = Not to scale = Overall = Overhead Wires = Property Line = Polyvln}'i Chloride Pipe = Reinforced Concrete Pipe = Rim Elevation = Right-of-Way = Sanitary = Sidewalk = Typical = Vertical Curb = Wood Fence = Wood Light Pole = Water Meter = Wood Power Pole o r:D .- [><J 11II C'Q.) ---0- ZARRA } LOT 15 ~ I G~ ~ ~ Sign V.-;;;'" .;.. ~ .:- ~. I \ " -+ ~. (Sign -0- ,~ -Possible ~ c: ~ underground gas ijj ~ line in this areo - '0 "ciP ~c: not shown on City .. -.", Atlas. Controctor I f ~~ ~ to verify prior to / ~ '0 construction. ~~ . a. b< :J U~ "'<9 b<~ '70 bi '0<:) ~' bi "9 lO'O "'.9 ~. '~~(f~ \ ".9v T/ ~ '6'.. 'J?.9'of? v V '7 is ~ LOT 14 1 STORY C.B.S. #3066 GENERAL NOTES ~ HOMESTEAD OAKS ______ P.B, 99, PGS, 7-9 ----. ...... ~ :z: o I '" R ~~":J -g.. ~~ I o~ ( ~ ~ ~ ~0:::::3: ..... <:)":J :;l " b<'O' ~ ':J' .&4" h4" ~3"&' .4" 3"&' &,5" /3"&' &'6" ~~ .. .. ~ ~~ v .a. Existing Elevation Clean out Flared End Section Flood Light Gate Valve Water Meter Wood Power Pole Guy Wire Anchor Hydrant Irrigation Control Valve Metal Light Pole Sign Wood Light Pole 1. Subject property lies within Flood Zone X pursuant to Flood Insurance Rate Map #125096 00110, dated August 19, 1991. 2. All visible improvements (with the exception of sprinkler heads, If any) lying on or immediately adjacent to subject property have been mapped and shown hereon. No excavation or mapping of underground improvements has been performed. 3. Ingress and egress for subject property Is provided by the contiguous right-of-way of McMullen Booth Road which contains paved driving surfaces. 4. The wetland jurisdictional lines depicted hereon represent the landward extent of the waters of the state and/or of isolated wetlands as delineated pursuant to Florida Statutes 403 &: 373 and Florida Administrative Code Chapter 62-340 as field staked by Christopher Canter of Advantage Environmental Consulting, 7620 Congress Street, New Port Richey, FL 34653-1108, phone (727)847-4631, on September 23, 1998. 5. The wetland jurisdictional lines shown hereon are subject to final verification and revisions by all federal, state, and local regulatory agencies exercising jurisdiction over wetlands. 6. The locations of existing utilities are approximate as shown and it Is the contractor's responsibility to determine the exact locations of the utilities prior to construction in their vicinity. 7. The contractor shall notify the utility companies In the area and the Plnellas County Public Works Division (464-3251) before beginning construction. The contractor is to notify -SUNSHINE ONE CALL- before beginning construction. Call 1-800-432-4770. Advise engineer of I.D. number. ) "lO S;). <:j I lao' Utility EaHmtNIt I I I I I I / / / I / IWM\~ / I ......OJ''\~ ~ ~ 1 h;'\' c.r lD 21 ~ J LI ~f!..LJt ~ 11'iIZk' W I l- I-W. 1::: ,..: .q- IX) ,..: v u t;:: .... o l.... f- ":Jra '!J' bi 21.5' WoII. Landscaping .. Malnt/!NIan~ EaHmtNIt I I I I I I ~l ~i ~1l3 :::!1Il bg. <::S.I; ~& ~ \J C :::I o .0 .c .... :::I o Vl OJ'' c:l.l' bi AOJUST UGHT POLE AS .............. NECESSARY -4 "- ~7.S8 47.64 "- Ex. 6" UD "- 47.30 "';> 47.84 47,17 ..)l Mailbox 47.~1' \\ Ex. ;4" \'\ Conc. Curb _\\ ~7.56\ 6,1.1>,0 ~CLP- n~~Xi~ +-t ~7.80 ~/} 'O":JGTEfaxl. '?-' 47,6?/fI ". /l:) I Ex. UD ~~.o. tiel' / ~ ~; r I I 47.47 U'/-~~ BFP 7" ..1 :':,'0 '/'.#' <v~ 0 '0 / .K'I; / 10' Utility & --J ~ Ex. 6" UD ~o.~:1" Malntenance.g E__X. 2"Gas Main ~,/ Easement lD LOT 13 m 1 STORY C.B.S. J #3069 ~ 'lJ' tA --- ~~ b< --L ":J" c:l.l" bi ~ @ ( End of Ex, 2"Gas Main a. ....... 0> LU ,..: .q-J Ul Ul a cJ t; 8 LJ k 0" ":J<:)' ( of :J U c: o '0 .. ~ PROP. 31 LF 10"'p\IC SAN. "0.28% { ....... (f) ~ ( Exist. HOMESTEAD COURT ~~~~C;~3MH rEX. ASPhalt,~ - Jg~:1~) ~ Ex. 8"PVC :z - J rEx. 6" Water Main W r--.....,,~ 'r---W w" ''\ CONNECT TO_ / EXMH .~ \IE - 42.45 ~ ~ - - --- \ PROP. SAN. MH HE (IIA TCH EX/ST.) IE - 42.61 E IE - 42.54 W "" ""--- ~ x:x ~ IT] @ if ~":>~ -tJ~ "a ~ b<":J ~. tA Grate Inlet Mitered End Section Sanitary Manhole TV Cable Paint Mark GTE Cable Paint Mark &, /15" ,,<:) '0' b< ~~ bi "b< 91' bi - '0 .J::: a. Ul <( ",":J '!J" b< W x w -I J ........ \. --- TREES: ":J" ~. bI I!I *' o &. o Woman's Tongue Cedar Oak Pine Bush NOTE n ~I FOOTPRINT OF PROPOSED CHURCH AUDITORIUM WAS PROVIDED TO ZBI BY THE ARCHITECT, DIXIE WALKER, ON APRIL 15, 1999. ./ --- -- BOYD, INC. FOR: NORTHEAST CHURCH OF CHRIST 2040 N. McMUUEN BOOTH ROAD CLEARWATER, FLORIDA 33759 PHONE: (727)799-0007 SITE PLAN FOR ADDITION TO NORTHEAST CHURCH OF CHRIST Engineering, Surveying and Planning 1480 Beltrees, Dunedin, FL 34698 (727)738-9010 Fa:l::(727)733-0083 EB 6002 LB 6472 NO. 60' I DATE x VICINITY MAP RD. E. ENTERPRISE ci '" S~EIT ~OR t N.T.S. 8 F 8 III I. i ~ ~ SUNSET ----1-POINT- RD. :g Ii ui S.R. 590 PROPERTY DESCRIPTION Being that certain property described In the Instrument recorded In Official Records Book 4132 on page 1839 of the Public Records of Pinel las County, Florida LESS AND EXCEPT that certain right-of-way parcel described In the Instrument recorded In Official Records Book 7646 on page 787 of the Publ ic Records of Pinel las County, Florida and being more particularly described as fol lows: Commence at the Southeast corner of the Northwest 1/4 of the Northwest 1/4 of Section 4, Township 29 South, Range 16 East; thence N89'47'39-W, along the South line of the Northwest 1/4 of the Northwest 1/4 of said Section 4 (being the basis of bearings of this description), for 468.10 feet to the POINT OF BEGINNING; thence continue N89'47'39-W along said South I ine, for 197.80 feet; thence NOO'03'32-E, along the East line of that certain property described in the instrument recorded in Official Records Book 8742 on page 2341 of the Public Records of Pinel las County, Florida, for 323.16 feet to the Southwest corner of that certain property described in Deed Book 816 on page 199 of the Public Records of Pinel las County, Florida; thence S89'53'16-E along the South line of said property, for 565.99 feet to the West rlght-of- way line of McMullen Booth Road as recorded in Official Records Book 7646 on page 787 of the Public Records of Pinel las County, Florida; thence along said West right-of-way I ine the following two (2) courses; (1) thence SOO'04'31-W, for 34.04 feet to the point of curvature with a curve concave to the West; (2) thence southerly along the arc of said curve having a radius of 11,359.16 feet, a central angle of 00'35'03-, an arc length of 115.80 feet and a chord bearing SOO'22'03-W, tor 115.80 teet; thence leaving said right-ot-way line and along the North and West lines of that certain property described In the Instrument recorded In Official Records Book 9314 on page 1906 ot the Public Records ot Pinel las County, Florida the tol lowing two (2) courses; (1) thence N89'47'39"W, for 367.51 feet; (2) thence SOO'04'31-W, tor 174.20 feet to the POINT OF BEGINNING, and containing 2.732 acres, more or less (118,995 square feet, more or less). SITE DATA ZONING DISTRICT (CURRENT / PROPOSED): ......................... INSTITUTIONAL USE: ...........................................,.............................................. CHU RCH LAND USE DESIGNATION (CURRENT / PROPOSED): .............. INSTITUTIONAL LOT AREA (SQ. FT. AND ACRES) GROSS AREA (WITHIN PROPERTY LINES): ........................... 118,995 S.F. 2.732 ACRES NET AREA (GROSS MINUS VEHICULAR ACCESSWAYS): .......... 103,875 S.F. 2.38 ACRES LOT WID TH: ................................... ......... ...... ........ .................... 150' LOT DEPTH:.. .... .... .................................................................... 566' DENSITY (BASED ON NET ACRES): ........................................ N/ A BUILDING COVERAGE (SQ. FT. ................................................ 6,900 S.F. AND" OF GROSS SITE): 5.8" GROSS FLOOR AREA, FAR. AND I.S.R.: ................................ 6,900 S.F. 0.06 FAR. (MAX 0.65) 0.2D I.S.R. (MAX 0.86) SETBACKS (CURRENT / PROPOSED) ..................................... FRONT: 25' SIDE: 10' REAR: 20' PAVED VEHICULAR AREAS (SQ. FT. AND " OF SITE): ....................................................... 17,368 S.F. 14.6" 83,760 S.F. 70" (MIN 25" REQUIRED) OPEN SPACE INCLUDING WETLAND AREA ............................ TOTAL FOR THE LOT (DOES NOT INCLUDE PARKING AREAS) (SQ. FT. AND" OF SITE): FOR THE FRONT YARD (SQ. FT. AND " OF REQUIRED FRONT YARD): 4,470 S.F. 85" (MIN 55" REQUIRED) 68,554 S.F. 1.57 ACRES PARKING AREA IS GRASSED SPACES WITH ASPHALT CIRCULATION LANES (EXCEPT FOR EXIST. ASPHALT TO REMAIN) EXTERIOR PERIMETER BUFFERS (INCLUDING WETLAND AREA) PARKING LOT INTERIOR... 8 LANDSCAPE ........ LANDSCAPING ISLANDS ((7/) (APPROX. "l,tfoo S.F.) PARKING (GIVE APPLICABLE FORMULA): 200 SEATS 4 SPACES PROVIDED = 50 SPACES REQUIRED 9'x19'~ 4 H C 12'x19 ) 69 TOTAL PROViDED 1 SPACE PER 4 SEATS IN CHURCH AUDITORIUM PER FLEXIBLE PARKING APPROVAL 56 GRASS SPACES 13 ASPHALT SPACES REFUSE CONTAINER ............................................ THE CHURCH WILL CONTINUE TO UTILIZE THE CITY SUPPLIED BLACK REFUSE CONTAINER(S). DUMPSTER NOT NECESSARY JOB NO: 1098P REVISIONS BY DATE: 5CALE: FILE: XREF: 5/24/99 1-=30' 1 098P1 A NONE SHT -..L OF -..L ---I <:N ~i: ~O -c ~~ :n ~3t - f' ? , ~ ~ U) LLI E 0- C\I .q- N .q- Iii 0) 0) I C\I C\I I C\I C) ~ "C C ..... a.. IX) 0) o ..... , l l- I DESIGN BY: NZ ORA WN BY: TLM REVIEW BY: NZ QC BY: NZ O.R. 8742 PG. 2341 F /c 1.7'N,~ 0.5'W >- oc: <( f- Z w Lo :':j-.J WW LL T f- -.J 00 00 lIlT U Z(j] W -.J -.J :::J L () L I- LL W d (f) '" ~ '0 F.I.R., 1/2"(N/C) ,,:>y_0,52 N, 0,03 E Ix g;. "j r---S,I.R, .................. 00 .................... 00 to ...- ...- rrirri NN 1"11"1 I- W (f) ~ Ix"~ .................. 00 .................... WW A A A A tON 01"1 ~'r0 00 - - 00 00 ZZ LL --' () '" ~ :r: .q- ",0) ":J ~" ":> "" N -.J C)() t>< C) C)' l>' LL ;;: :r: ;,- , C). t>< ~-14 \L1 ",0) ":J W-13 v, " Ix W-12 \'" LL --' o '" LL ;;: :r: '.q- ",'? "5 1+ I /' End of Fence -59 1/ 1.1'W, 3.7'N 6' CLF .;> l8" . 42.5 /2"(N/C)./'::: '--S,I.R. 0,16'W ". '" Ix'l-' + F,I.R, 1 0.61'N, 1 STORY C.B.S. #3042 P.O.C. P.O.B. ~l SEC. D.B. O.R. P.B. C.P.B. Pg.(s) M.O.L. +/- Ac. LB BLDG. C/C CIS CBS CLF C.O. CONC. E/P tL. F/C FCM F.F. FHA G.E. G.V. GWA HYD I.E. IRCV L/A PCED L5 rlx'? ? +>1 ,,:>'? Ix + 5' HWF L25 NO SPACES ~ D.B. SA IE TREES 1 ,,:>'O~ ~":>Oyv, S89-53'56t1E(M) + 1xC)1x + Ix S89-53'16t1E(D) 1xC)~ ",'1- '" '0 "lxC) + " e? ,,:>Oy' ,,:>Oy 20 . 89" S89-53'27t1E(C) Oy '" 39.26 5"88 6" 40.4 '.8",17 4" 1xC)' Ix". 13" . "!-co >.:J & 12" ~al C)() \. 1xC)' "- J 1x8 0 18" '5",8",'" (19" l>' Ix". Ix' 10" 1"'" 24,,8 ~ , r= \ ~"'- -... _ "'T" C) , b"lif.q- ~ 11,,8 Ixe 'b .' :;;: ,,~......- ~ GR. SS i1'AC:~ c:: __ (,3",6" C)? 0 a': 0 v, III e.: '\ 81x@)g . ~r--. ~ 1 1 ~ Oy, .:: . ... r:: S)' 5" ~ v~' ~ 4",5" 14" l>'~LE,.15" 0" . ao' ~~~~. " -I nP. I- <~... PROP. ASPHAL T Ix'l-' ,":> . ~() + Ix Ex, Grass o Ix \x '\ ,,8 ffJ' 7" ......... Ix'l-' + 31 ,,+ .......... 9 8" .... Oy . \ ( C)\ ,,:>Oy' L7 \fJ.d 0 ~~~ 0' W-2 '" G/ 14" ~ 1xC)~ ~L8 ~. 17& 26" ,,:>Oy':> W_~C),? 'I- ~ Q ~,,,, ~ 20" . C). 1 w .... + '0 I>< ...... 4" ~. + v, ~ L9 c). ":> Ix". PROP. OETEH"ON/ 5"jt~~4'V TRCA WENT f' C)'? ,C) I>< Ix g;'? ":J + 24'.\:ti Ix ,,:>Oy' ":> yW-l 9.S - LOT 17 ~ 4,,4- " ,,:>C!>' PROP. OETEH"ON/ TRCA WENT ",0) "50 28" 19" c)":> t>< Wetland Area 47,821 S.F.:l:: Wetland Jurisdictional Line (See Notes) A, ~~Oj ~ 4,> ,-<0 ~ >$I <),.~ <),.~ - 0 >0 G~ ~~ G~~-~- ~~ ~--v7 ~~ ~'- ~ ~~ ~<:) do- ~~ ~ ~~- ~- ,-<0 o \u I \ ",'1- W-ll~ ~4 + ",Oy ":J ABBREVlA TlONS: P.L.S. et FD FN&:D F.I.R. = Point ot Commencement = Point ot Beginning = Calculated Data = Data per Description = Measured Data = Platted Data = Set = Section = Deed Book = Official Record Book Plat Book = Condominium Plat Book = Page(s) = More or Less = Plus or Minus (more or less) = Acres = Corporate Certificate Number = Building = Covered Concrete = Concrete Slab = Concrete Block Structure = Chain Link Fence = Cleanout = Concrete = Edge of Pavement = Elevation = Fence Corner = Found Concrete Monument = Lowest Floor Elevation = Fire Hydrant Assembly = Grate Elevation Gate Valve = Guy Wire Anchor = Hydrant = Invert Elevetlon Irrigation Control Valve = Landscape Area = Plnellas County Engineering Department F.P.P. F.O.P. P.C.P. F.C.M. NF 1.0. SN&:D SR&:D S.I.R. S.F. N/S N/C (X~X~ MH MLP N.T.S. O/A OHW P/L PVC RCP R.E. R/W SAN. S/W TYP. vlc W!F WLP W.M. WPP \ 197.80'(D) & SET N89-47'39"W Li\ +":>:: Ix,,:>? W-l (:~Oy + + / ,,'? Ix + 6" C) " Ix + Traffic Signal Box I ~~ Ii ~ ~ 8J~ (f) 0== CL ~ g v~ w~ S,I.R. 0 ::;-g SR () . 0 j"'I ;;:. cr, ,,0:: ,,( ~Oy 0::0 fC1\---1 ~ Ix",. ) Ix"() 1xC)?\xC)'? ~ ~ "/ + ++ .JlS.O' / (3 SF7BAtX 0:: I ( 1 STORY C.B.S. #1990 SOOOOO'OO"W(M) SOoo04' 31 "W(D J SOO-04' 55 "W( C) 34.04'(C&D) 34.19'(M) LL --' () "',- Ix",' + I 816, PG. 199~ 1x":>'1,. ~ + PROP. OETEH"ON/ TRCA WENT ~ 04" 1xV, Ix Ix I>< ~ + + Ix "J' Ix + v,? roC) ro? Ix t>< t>< + EXPAND EXIST. SEP"C + _~FSYS7EM THIS AREA PROP. OETEH"ON/ AS NECESSARY TRCA WENT ~ 6' F )~. 7" . \ 20',* *14" 1?,*,13" *2\ 0 13" ~tX 027" 17"* l:)18 \ .-lr~ 02~-:-+1x~',-~' I 1\ I ........,... IxOy ( 1xV,V, Ex. Sand Filter Ix + ~ Pump vaUltl -. - <r;~ . - - . - 6' Ix 129.2' S~~'d \x"'o' '" 34.4' t ~A.'k6~~ Filter + 8.2' '<l' tic PROP. 4' CDNC. sh E/B '", 0 r<"i u;i 45,9 - 2.6' .q- 565.95'(M) 565.99'(D) 565.70'(C) PROP. 13" WHEELSTrJP 0 Ix":>~ (TYP) '1 07" 6" o 6" "Jv,,,, 0 Ix Ix"" F, ,1/2" (LB 107)" 024" :\ o 5" " '" ' '-' 8" ~18",19" o 12",17" 13" , 4" r., 13" 13" 8 .J ~ G8" MLP @ 0E' 9" 9" P ~ 1.- l'\t,,:>Oy Ix + " I 1+ Ix",. 18" o C) I 00 <Q 0Cl" v,' '" . Ix .([) ~.q- O cis! 45,301 --- &r cor-... ___ELd ui u;i 5.7' . T~~bearn scape .q- Ex. 8'xl0' ~ ,... Aluminum Shed ,,~ '" on CIS .. ,,0, ,..., <Xl I '0' 00 ui Existing c/c - ~ ... ui .q- v 1 STORY C.8.5. t" ~ 30" 0 ~':: 12040 " <r; + ([) F F 46 65' f- Ex, Landscape 1".2::'\ I "j S' ..=. Timber VC} lxV,' /7 (~~n ~ ADMIN. & ;;: -:: -nL ~) 1xV,V,'\ ~ CLASSROOMS ;;, Ixl U u \xv,. v,Oy c ~ c lxV,' J--I ",,,:>..3 ~ (3 ~ - 1xV,' . E :.. ,,:>'" ",'\ f f= IReV 34.4' ~ \xv,. Ix")' ~I' 1"'- C)C!> 8 ~ Oy"'PROP. GRASS +.t. ~ J.j.6,071 C) Jl ~"'. * ~'SPACES , ",':1 ",v, (j '06,< "f' '\I 1xV,' ".)'" v,'?'" Q):g tl><bO'C/C II f ~46,0 ~C) '0 ~~ Ix",. Ix Ix 0 ([) .."': 'l) ,27 44.7'--- .q- 4 .96 45,98 ."Ix"" 00 'O'l- lID ..r4 ~.'L1-0HW ~ ,........", "- "'<;" ,..., ~ 46,Z? v,' ~ l ~ 45 "t5,84 C)":> Grass Ex. Metal Column Ix",. .60 ui b 'OC) Ix",. 'O"J 4"x4" (Typ) ...... -....::; "'~. ~. " ",v, Ix",. ",Oy "'. I>< '" ....... " -;"~. G ~SS SPA~ -....... @ ; ~ ~28 ~ _ _'- _ ....,...,. L - '~.\ '~~FA ; :\ \\, . ~ \~~~'~I Ll0 \ '" 1xC)'2J + \ 14"'1~\ \ ,? 0, Ix 4" \ c)'? .C.M, 4"x4" \4"+ '/--(\.S 1428) v,+ \\:J ~ L26,~ '" G 5" 7" Ix '\ 4" <IJ '0' c). v, 1xC)' L 11 C)'I:> + I>< 1xC)- 1 0" ~^'_ 5 e 4" L 1 9 --- ,. . '" L12 ill c)' v, " l>' 1xC)' 5 @) ... ... '" .q- N .q- 24' PROP. 200 SE'A T CHURCH AUDITORIUM W7H AL 7ER. PULPIT, REST RO()I,fS ct DRESSING RO()I,fS , , ~ t 5"~::::-' Ex. Landscape..... ~} Timber 5" ;'j .L (_ F,t Ex. Church --- ,., Sign I~'~~ I ~ ~ \ \ 'be.: e!r:: ,,:>C!> Ix' Ix (:) 24" &r I I 46.4 "- 46.0 PROP. 4' CDNC. Sh 128.6' ~ ~ ~ 6- e~e~ 6- 1200' ~ ~ 6' (TYP) VA .-J Ix":> ixix' + PROP. BICYCLE RACK ,,:>v, Ix' I>< SP.CES--..~ W " WLP (Typ) -'" :G: ~ 1-0HW-- Oy 14" Ix' 0 ui '\ 15" .q-~0 -I---- ~ 'O~ ~E/IP Ix"" Ex. Asphal, -----.. E/P" "- ~ 46.99 --=--= ev r.rnoo 8' 12' 8" 10" 4,7 v, 17" 12" ~PPO SF7BAtX010:',14" o Ix"" 1x~4 OHW 0 Ix"'~-t r_":> ~ 11" "-End Fence A IxU r_? 18" o1's End Fence~1 Ix" 0 . 0,3'S, 0.8'W /_ 4' CLF , I ",'? F,I.R. 1 /2" ~ LL I>< (LB 107) d o ? c.nu 0 ence 4" (.) 0, 1's" Ix'? r/>- :) J 18" 14" 20" 'b 15" MLP (Typ)@ o 0 0 ~ 0 PROP. 1x,,:>C) TN89-48'18"W(M) ,)'> v:m.STOP N89-47'39"W(D&C) .? (TYP) '" + ~ Ix'l-' ".Ix' Grass ~ NO SPAGF SA IE .J ~ EXIST. UGHT POI.E L13/ //1' o A o .......... A o N ~ '" F,j'O'O W-j ~ ",'? ":i + <r;~ "j 06" ":> 8":>V,' 6",6" ...- ",? ":J + J ~ DRAINAGE EASEMENT - PER PLAT LEGEND = Professional Land Surveyor Centerline = Found = Found Nail &: Disc = Found Iron Rod &: Cap 5/8" (LB 6472) unless noted Found Pinched Pipe Found Open Pipe &: Cap Permanent Control Point = Found Concrete Monument = Corner Not Found Identification Set Nail &: Disc (LB 6472) = Set Rivet &: Disc (LB 6472) = Set Iron Rod 5/8" &: Cap (LB 6472) = Square Feet = Corner Not Set = No Cap = Corner Marking Hog Wire Fence = Manhole Metal Light Pole = Not to scale = Overall = Overhead Wires = Property Line = Polyvinyl Chloride Pipe = Reinforced Concrete Pipe = Rim Elevation = Right-ot-Way Sanitary Sidewalk = Typical = Vertical Curb = Wood Fence = Wood Light Pole = Water Meter = Wood Power Pole o D:J ... I><l III C'Q., -,,-- SYMBOLS: ... Clean out Flared End Section Flood Light Gate Valve Water Meter Wood Power Pole Guy Wire Anchor Hydrant Irrigation Control Valve Metal Ught Pole Sign Wood Light Pole ~ o @ x:x E '* o A TREES: Woman's Tongue Cedar Oak Pine ZARRA BOYD, INC. Engineering. Surveying and Planning 1480 Beltrees, Dunedin, FL 34698 (727)738-9010 Fu::(727)733-0083 EB 6002 LB 6472 '( )6' W/F 12" fJ"b 9",11',0367.38 M 0 End of ence 367.51' D&C) 012",14" +~ + v,' C) Ix ~V:> PROP. OETEH"ON/ TRCA WENT Om.. \ 1 STORY C,B,S. #1970 5",8",9" r..;WA "'~ 2, 6" I>< ( LINE L1 L2 L3 L4 L5 L6 L7 L8 L9 L10 L11 L12 L13 L14 L15 L16 L17 L18 L19 L20 L21 L22 L23 L24 L25 L26 LINE TABLE LENGTH BEARING 35.25' S27"OO'02"E 54.23' S31 "27'30"E 46.85' 505'8'59"E 35.12' S37043'15"E 70.29' N89047'39"W 14.64' S37043'15"E 49.14' N33"07'46"W 43.22' N46033'19"W 36.40' N63'44'16"W 80.68' N23046'01"W 7.05' N23046'01"W 7.97' N21"01'37"E 35.40' N21"01'37"E 38.45' N27"57'12"E 49.70' N30041'54"W 20.59' N14034' 45"W 20.10' N14034'45"W 5.09' 588047'53"E 13.89' 500004'31"W 129.67' 500"04'31"W 127.51' N89047'39"W 19.35' SOoo04'31"W 151.85' NOO"03'32"E 171.31' NOO"03'32"E 74.29' S89053'16"E 11.29' SOO"04'31"W R ~ A C C CB CB CB - 11359.16' - 00-35'03" - 115.80' - 115.80'(C&D) - 115.73'(M) - SOO-22'03"W(D) - SOO-22'27"W(C) - SOO-28' 49"W(M) @) O.R. 9314 PG. 1906 ) SOUTH LINE OF NW 1/4 T I OF NW 1/4 SEC. 4-29-16 468,10'(0) & SET I LOT 16 LOT 15 ~ I LOT 14 HOMESTEAD OAKS P.B. 99, PGS. 7-9 ~ ~I NOTES NOTES 1 . 2. 3. Subject property I ies within Flood Zone X pursuant to Flood Insurance Rate Map #125096 0011D, dated August 19, 1991. AI I visible improvements (with the exception of sprinkler heads, If any) lying on or Inmedlately adjacent to subject property have been mapped and shown hereon. No excavation or mapping of underground Improvements has been performed. Ingress and egress for subject property Is provided by the contiguous right-of-way of McMullen Booth Road which contains paved driving surfaces. The wetland jurisdictional I ines depicted hereon represent the landward extent of the waters of the state and/or of isolated wetlands as delineated pursuant to Florida Statutes 403 & 373 and Florida Administrative Code Chapter 62-340 as field staked by Christopher Canter of Advantage Environmental Consulting, 7620 Congress Street, New Port Richey, FL 34653-1108, phone (727)847-4631, on September 23, 1998. The wetland jurisdictional I ines shown hereon are subject to final verification and revisions by al I federal, state, and local regulatory agencies exercising jurisdiction over wetlands. Best Copy Available FOOTPRINT OF PROPOSED CHURCH AUDITORIUM WAS PROVIDED TO ZBI BY THE ARCHITECT, DIXIE WALKER, ON FEBRUARY 16, 1999. 4. 5. CONCEPT PLAN FOR ADDITION TO NORTHEAST CHURCH OF CHRIST FOR: I '" ~ Ix ;;: ,,:>'0',,:>'0',,:>'0' (5 WLP (TYPk'" + + + r!.1 .s; ~ .l. ;0 Ix'" "," ~' Ix 100' 1xV,~V, t'?v, / / C)'\ Oyv, Ix"" 1x'0' -' ( 46,3 h. C!> ~ , "JOy' ,,:>Oy' 1xC)' + + + ",'" '),' Ix ~ t") 0) ~ C < o 0::: ,\'0 ^J' Ix ~ ~ en '-" 00 ~ o .c CL f/J <( 3 a. " ~w x w 46.3' c < o 0::: ",v, Ix' Ix ,\C) Ix' Ix C)":> <r;' Ix ",,":> U) ",. ~ ~ ~I>< ~ 0 ~ -0 0 ~ m F!= o Q 5 ~ :J Z ~ I.L.I ~ ....Ja::: ....J - :::> :! o :! ~C) "', t>< ",":> <r;' Ix Ex. Control Structure Top of Cone, Flume 42.49 G.E, 42.67 Weir 42.08 I.E. 35.53 P.O,C. SE CORNER OF NW 1/4 OF NW 1/4 OF SEC. 4-29-16 NOTHING FOUND - CALCULATED LOCA~ON FROM SEC~ON SURVEY L 103.70'(C) 'OC) ^J' Ix u..<.O 01 ""(}) ",N ~I "" :s: . zu W ~(j] u.. Wo Z :=JZ f- ~ ~:s: wz ~JYI/ I( C)'" ^J' Ix I I I -e :J () c ~ U Q) ::; f/J f/J o (; u c o () ~J/ '- I '" .q- ui .q- 0' ~ I SCALE: 1" = 30' GRAPHIC SCALE (IN FEET) C)v, v,' ". r--- U '-" W , I _~ "" I ~ o Z V ,:;. "', t>< ( c o '0 Q) ::; f/J f/J o (; J Ix":> 10' Oyv, "'. I>< ^J 10'0 ,,:>C!> '\, Ix ~~ 01 ""(}) ",N ~I "" :s: . zu W u..(j] o u.. wo Z :=JZ f-~ ~3: wz ~ -,/' c/rMct- td,/ft~t- lJ/3 Ckvtvl-1 v/ NORTHEAST CHURCH OF CHRIST 2040 No McMULLEN BOOTH ROAD CLEARWATER. FLORIDA 33759 PHONE: (727)799-0007 ( ",v, ":> o I>< ~'? '" ~. ~ + ",,,:> + Ix Ix~+ Ix .q- Ix"" Ix'" + +H HA '" )r-< ":> lxV,' ;;: ( + ",. + :r: :'J o ,\C) <J" " . '7;6.97 lxV,' 'I- ~ :1 \'l- 24' PROP. '\' '" ' ASPHAL T Ix ~ 'I-~ ORJ'E ".q- 10 ' .q-N ",1,-:Jo w ,? v,C) ":J" Ix~'" 1xC!> ",'" . 10' Ix'" + ~ ,,:>'0 \xv,. ) +- ~ ~ lx' 45.9 ~, :,1 ",0 '~ 'lD 10' Ix"" Ix'l-':>Ix":>-:'J \xv,. ,,+ + ".,,:>. 30' 60' I '" Ix . ,,:>'0' \ 11" ,,:>Oy.v, 011" \ ED ",. C) 0":J ,,:>C!>' 4" G 4" 1xC)'? \ Wetland o " " L2 '( Jurisdictional Line 6 ,7 (See Notes) '\ t><C)' n ~ 6",7" ,,:>C!>'O :::J 1xC) + o 6" l CO""" "" 5,468 S.F,:t" Line # (Typ) -L14! ( See Line Table ~~~ (j) g;'? -g N Flagged Point - W- 7 ::J .5! R 0";9''';00 ('W) ,.~ L15 ........................... OO~ .............................. ~~~ A A A ~Lo~ 1"1L{)1"1 ~~'C-.J 000 o _ _ 000 " 000 W-8 ,,:>'0":> ;7+":>:':'7" (f) (f) (f) ":,'? 4" ":> L16 F,C.M. 4"x4" -5<?s ~L17 P - 0_ B_ (LS 1428) L22...... V'b'O 0.44'N, o 46'W ..... "j L21 197.52'(C) ~ Ixa;,W 9 / (BEARING BfIS) S.IYU; J::J: 6" I '-- AREA PLA mo AS -"NATURAL AREA- \ 1x":J":- RETENT 000ND + ,,0 + -Iao'l- 'l-Oy ~ 7lP. (:":>' - EX. ASPHAL T aO' TO REMAIN -I7lP.1- 43.09 @ ~ 'PIMP. G f't'AoS; ---- r-- 1x~1x NO. DA TE , VICINITY MAP ENTERPRISE RD. E. fii F!: 8 III S~ ~aR t N.T.S. 8 I. e i ~ ~ SUNSET-LPOINT- RD. :g o! uI S.R. 590 PROPERTY DESCRIPTION Being that certain property described In the Instrument recorded In Official Records Book 4132 on page 1839 of the Public Records of Pinel las County, Florida LESS AND EXCEPT that certain right-of-way parcel described in the Instrument recorded in Official Records Book 7646 on page 787 of the Public Records of Pinel las County, Florida and being more particularly described as fol lows: Commence at the Southeast corner of the Northwest 1/4 of the Northwest 1/4 of Section 4, Township 29 South, Range 16 East; thence N89047'39"W, along the South I Ine of the Northwest 1/4 of the Northwest 1/4 of said Section 4 (being the basis of bearings of this description), for 468.10 feet to the POINT OF BEGINNING; thence continue N89047'39"W along said South line, for 197.80 feet; thence NOoo03'32"E, along the East I Ine of that certain property described in the instrument recorded in Official Records Book 8742 on page 2341 of the Public Records of Pinel las County, Florida, for 323.16 feet to the Southwest corner of that certain property described In Deed Book 816 on page 199 of the Public Records of Pinel las County, Florida; thence S89053'16"E along the South I Ine of said property, for 565.99 feet to the West rlght-of- way line of McMullen Booth Road as recorded In Official Records Book 7646 on page 787 of the Public Records of Pinel las County, Florida; thence along said West right-of-way line the fol lowing two (2) courses; (1) thence SOoo04'31"W, for 34.04 feet to the point of curvature with a curve concave to the West; (2) thence southerly along the arc of said curve having a radius of 11,359.16 feet, a central angle of 00'35'03", an arc length of 115.80 feet and a chord bearing SDo022'03"W, for 115.80 feet; thence leaving said right-of-way line and along the North and West I ines of that certain property described In the Instrument recorded In Official Records Book 9314 on page 19D6 of the Publ ic Records of Pinel las County, Florida the fol lowing two (2) courses; (1) thence N89047'39"W, for 367.51 feet; (2) thence SDDoD4'31"W, for 174.20 feet to the POINT OF BEGINNING, and containing 2.732 acres, more or less (118,995 square feet, more or less). SITE DATA ZONING DISTRICT (CURRENT / PROPOSED): ......................... PSP USE: .......................................................................................... CH U RCH LAND USE DESIGNATION (CURRENT / PROPOSED): INSTITUTIONAL LOT AREA (SQ. FT. AND ACRES) GROSS AREA (WITHIN PROPERTY LINES): ........................... 118,995 S.F. 2.732 ACRES NET AREA (GROSS MINUS VEHICULAR ACCESSWAYS): .......... 103,875 S.F. 2.38 ACRES LOT W1DTI-f: ...... ................................................. ......... .............. 150' LOT DEPTI-f:. ..... ............................................. ......... .................. 566' DENSITY (BASED ON NET ACRES): ........................................ N/ A BUILDING COVERAGE (SQ. FT. ................................................ 6,833 S.F. AND " OF GROSS SITE): 5.75" GROSS FLOOR AREA AND FAR.: ........................................... 6,833 S.F. 0.06 FAR. (MAX 0.65) SETBACKS (CURRENT / PROPOSED) ..................................... FRONT: 35' SIDE: 12' REAR: 25' PAVED VEHICULAR AREAS (SQ. FT. AND " OF SITE): ....................................................... 18,928 S.F. 15.9" OPEN SPACE INCLUDING WETLAND AREA ............................ 82,200 S.F. TOTAL FOR Tl-fE LOT (DOES NOT INCLUDE 69" PARKING AREAS) (SQ. FT. AND" OF SITE): (MIN 25" REQUIRED) FOR Tl-fE FRONT YARD (SQ. FT. AND " OF REQUIRED FRONT YARD): 4,470 S.F. 85" (MIN 55% REQUIRED) 68,554 S.F. 1.57 ACRES PARKING AREA IS GRASSED SPACES WITH ASPHALT CIRCULATION LANES (EXCEPT FOR EXIST. ASPHALT TO REMAIN) EXTERIOR PERIMETER BUFFERS (INCLUDING WETLAND AREA) PARKING LOT INTERIOR LANDSCAPING PARKING (GIVE APPLICABLE FORMULA): 200 SEATS 3 SPACES PROVIDED 67 SPACES REQUIRED 1 SPACE PER 3 SEATS IN CHURCH AUDITORIUM PLANNING & DEVELOPMENT , SERVICES cnv OF ClEAAWATEfI JOB NO: 1098P DATE: 02/23/99 SCALE: 1"-30' REVISIONS FILE: XREF: SHT-LOF -L 1098P1A NONE BY ~ CI) w E 0- N ~ N ~ Iii , O.R. 8742 PG, 2341 l I I Ol Ol I N N I N t7' ~ "C ci .- a.. IX) Ol o .- DESIGN BY: NZ DRAWN BY: TLM REVIEW BY: NZ QC BY: NZ F,I.R. 1 0,61'N, P.O.C. P.O.B. ~j SEC. D.B. O.R. P.B. C.P.B. Pg.(s) M.O.L. +/- Ac. LB BLDG. C/C CIS CBS CLF C.O. CONC. E/P EL. F/C FCM F.F. FHA G.E. G.V. GWA HYD I.E. IRCV L/A PCED F/C 1,7'N,~ 0,5'W '" ",'b' A," '" >- et:: <( f- Z W 20 ':::]-l WW c;:: I f--l 00 00 rnI U Z(J) W -l -l :=l 2 u 2 ~ LL W d (f) '" ~ ",........",........ 00 '-"'-" a a COCO ..- ..- I"il"i NN 1'01'0 ~ W (f) '0 ", ~'" ",........",........ 00 '-"'-" WW ;: ;: CON on ':q-n 00 00 00 zz 0'.9 6' ClF ..> r /2"(N/C) 7 ::: 0.16'W '" STORY C.B.S, #3042 F.I.R, 1/2"(N/C) ~_0.52'N, 0.03'E t--S.I.R. LL ....J o '" ~ I '" ^yW-1 24'~ \. 9.55 ",C!>' A\ 4,,4- " ",C!>' PROP. OETEN71ON/ TREA .""ENT L25 ",,'? ":i + L5 r"'''''' ~'b '" + 5' HWF \ ""~ W-11~ \;4 ~ ~o ~ + EXPAND EXIST. scP71C + , ~FSYSTEM THIS AREA PROP. OETEN71ON/ AS NECESSARY TREA .""ENT ~ 6' F ~ 7" \ *14" 0,,*13" *22\' 0 13" ~"CK 027" 17"* (:)18 \ --B". _ ~. - -~-: ~. " , -':'". ~::=- .'_ _. J ~ 5' '" 129.2' I q,~ "j + NO SPACES ~ D,B, 816, PG, 199 SAI€ ",;&'5 l~,." S89053'56"E(M) +"" .~ + ",0'" + '" S89-53'16"E(0) ",0'Y PROP. OETEN71ON/ PROP. 13" ",,'Y '0 '? "",0 + TREA .""ENT" 04,," WHEELSTOP 0 " G? ",0,' ",0, 20 09" S89-53'27"E(C) 0, '0 4" .:,,'Y (TYP'... 07" 39.26 .. 5"006" 40.4 . 8",17 4" ",0' ",,,. 0 "J .., I \ '\. ^'..... 13" 'IT,,::> '0 & 12" ~t::ll '. ," "'1M"" eo\. ",0' .......... '" 0 (9 18" "5" 8" eo. ( 19" '7' 8" 13" , 4" r" 13" \ ' ",0' ",'" ",,,. 10:' 1~' . r" ",0 \ 24,,0 - ~ "=' \ -=-""", -I- 7",10" ~ ~...... ":iL7 11"o'? t7\ :P '0 ~ 0: '\ ~ 0"''' ~ GR. 55 iPAC;~ C ~ 3",6" d 0 ~ \!,j 0 o'?' ",'" eo. I:: ",0' 5" @ 4" 5'''14'' :'e ~ ~ (~ 0' < ,,- ,@~ ~ t- > "'~.PROP' ASPHALT ~. W-2 '" ",'" "'~. ,,'" >,+",' ~EX, Grass ~ C!> o + 0. '" "'~ ':I ",,,,. ":J ~ 14" 31'" 0 ill 7" .. "'~ + + ",0' 9" 0 8" --- ..C!> . . '- PRep. G :455 SPA~-S .......... . ~ t ... <00, ":5 -q- N -l \:)\:) '" \:)>' '" LL ;;: I :..- " \:). ~-14 \L1 ",'?' ":i W-13 '0 ",,,. "'\:)'? 06",7" '\ ",\:)' o 6" 7" 'b or) q, , ":JC!> ~ ",0' + o 6" l c"oo' "oo 5,468 S.F.:!: LL ....J o '" LL ;;: I :..- '0 '" ",,,,. """. + + '" "'. '" + 565.95'(M) 565.99'(0) 565.70'(C) I r- End of Fence 1/ 1,1'W, 3.7'N 8" . 42,5 S.I.R. '0 ~. '" + '? -1 14 6" "j'? '0 0 '" ",'0' 6" o 20'* 8 ~ 18",19" o 12",17" ... 13" <..: I......... :..J '" I ........,... ",'?' \.. '" '08" MlP @ Ex. Sand Filter Pump vaUltl Ex, " Sand ","Y Filter + E/B '" 8,2' '" 34.4' E . o 9" b tc- ~::::;(},NR ~ o "'':.> ":i0 28" 19" ",o~ ~L8 ~. 17& 26" ",0,':.> w_~\:)'!J '...:: ~'O ~ 20" O'Y 1 ,8 ~. 'b '" ~ ",0' + '0 ~ - L9 0 '" ",,,. ~ PROP. DETEN71ON/ 5"JB~~/",~ 'PJ OP. ~A~ @) \ TREA .""ENT f' \:)'? ....0 \ '" SJ :4CE. } '" '" . '\ . ) \\. ~ ~... ~\7:'~.. L10 \ '0 "'\:)o + \ 14"'1~\ \ ,,'? 0~ '" 4" , o'b ,C.M, 4"x4" 18" 14" 20" a 15" MlP (Typ) tf,;1I11 I:.nd aT ~ence ,,+ "';'---(\5 1428) 0 0 0 eo. 0 \i:!!J \. .1" (.) 0,1'5,,- ",'? ",\:)'0 + ~(:J L26 ",,,'Y PROP. _ ~\:) N89-48'18"W(M) ",,,,':- 4,,0 :!' 5",7" 'b ",0'\ v:m.STOP N89-47'39"W(0&C) 0 5",8",9" "'o'? ",0 " 1~1.; ",0' + (TYP) ~~'? + "'~+ L 1 9 ~ rv:- 5 e 4" ~ '" '\ L 1 2 e Grass ~ NO SPACE SA I€ ....l ,0/ ,0" ,.. \. EXIST. UGHT I'aE L13/ L--1 o W-f" ~ +,." ~ ~ '" ..- 24' 1- 42.28 1- @ ~ ao: !!I:: 1_ i- \ ..,C!> ",. '" ao: !!I:: Wetland Area 47,821 SF", ) .J ~ 11.0'1 ",'" ~C!> --J 7lP. r- b<1><' ~"j' - EX. ASPHALT + 1.0' TO REMAIN -17lP.r- 43.09 \-! @ ~"'PRi~ l~A.s; ---- r--- "'~'" Wetland Jurisdictional Line (See Nat'~s) "'- WlP (T yp) "'" Yo.: ",'0 "', '" SP, CES 1__ ~ ~ r'J ... N ... - -I-- -=- 10HW- C!> 14" ",. 0 Line # (Typ) -L14! ( See Line Table ~]~ UJ g,'? -g N Flagged Point -- W- 7 "j ..S'to 0""","0' (1",) 4'* L15 ~'Y ":i 06" .., 0"''0' 6",6" O.R. 9314 PG. 1906 '\ ",........",........",........ OO~ ,-",-" '-" 3:3:3: a a a ~Ln':q- nLOn ':q-':q-N 000 - . - 000 '0 000 q,'" V' ","" (f) (f) (f) "j 4" 7" W-8 ' ~'? 4" '" L16 _~P_O.B. F.C.M. 4"x4" 0'oRs L 17 (lS 1428) L22-.......: q,<b 0.44'N, 0.46'W ":) L21 197.52'(C) ~ ",':';W-9 ( I ~Akl .IR/;; "J.I:T! 6" (BEARING B.rIS) 5.1; L 18 _ T~ AREA PLATTED AS "NATURAL AREA" ~- I ",'? ":i + 197.80'(0) & SET N89-47'39"W 468,10'(D) & SET I SOUTH LINE OF NW 1/4 T I OF NW 1/4 SEC. 4-29-16 L~ +"':~ ~'? W-1 t:~o, + + I + ",q, ":i --- LOT 17 ~ ABBREVlA TlONS: P.L.S. et FD FN&:D F.I.R. = Point of Commencement Point of Beginning = Calculated Data = Data per Description = Measured Data = Platted Data = Set = Section = Deed Book = Official Record Book = Plat Book = Condominium Plat Book = Page(s) = More or Less = Plus or Minus (more or less) = Acres = Corporate Certificate Number = Building = Covered Concrete = Concrete Slob = Concrete Block Structure = Chain Link Fence = Cleanout = Concrete = Edge of Pavement = Elevation = Fence Corner = Found Concrete Monument = Lowest Floor Elevation = Fire Hydrant Assembly = Grote Elevation = Gate Valve = Guy Wire Anchor = Hydrant Invert Elevetion Irrigation Control Valve = Landscape Area = Pinellas County Engineering Department F.P.P. F.O.P. P.C.P. F.C.M. NF I.D. SNc!cD SR&:D S.I.R. S.F. N/S N/C (X~X:; MH MLP N.T.S. O/A OHW P/L PVC RCP R.E. R/W SAN. S/W TYP. V/C W/F WLP W.M. WPP / "\ RETENT 000ND ",,,,,:- + LOT 16 LOT 15 "'\:) '" + HOMESTEAD OAKS P.B. 99, PGS. 7-9 ~ ------; ~ ~ DRAINAGE EASEMENT - PER PLAT LEGEND Bes.t Copy Available SYMBOLS: = Professional Land Surveyor = Centerline = Found Found Nail c!c Disc = Found Iron Rod c!c Cap 5/8" (LB 6472) unless noted = Found Pinched Pipe = Found Open Pipe c!c Cap = Permanent Control Point = Found Concrete Monument = Corner Not Found = Identification = Set Nail c!c Disc (LB 6472) = Set Rivet c!c Disc (LB 6472) = Set Iron Rod 5/8" &: Cap (LB 6472) = Square Feet = Corner Not Set = No Cap = Corner Marking = Hog Wire Fence = Manhole = Metal Light Pole = Not to scale = Overall = Overhead Wires = Property Line = Polyvinyl Chloride Pipe = Reinforced Concrete Pipe = Rim Elevation = Right-of-Way = Sanitary = Sidewalk Typical = Vertical Curb = Wood Fence = Wood Light Pole = Water Meter = Wood Power Pole Cleanout Flared End Section Flood Light Gate Valve Water Meter Wood Power Pole Guy Wire Anchor Hydrant Irrigation Control Metal Light Pole Sign Wood Light Pole o CD ... !Xl 11III en, NOTES ... "If @ Valve 1. 2. Subject property lies within Flood Zone X pursuant to Flood Insurance Rate Map #125096 0011D, dated August 19, 1991. AI I visible Improvements (with the exception of sprinkler heads, If any) lying on or Inmedlately adjacent to subject property have been mapped and shown hereon. No excovation or mapping of underground Improvements has been performed. Ingress and egress for subject property is provided by the contiguous right-of-way of McMullen Booth Rood which contains paved driving surfaces. The wetland jurisdictional lines depicted hereon represent the landward extent of the waters of the state and/or of isolated wetlands as delineated pursuant to Florida Statutes 403 & 373 and Florida Administrative Code Chapter 62-340 as field staked by Christopher Canter of Advantage Environmental Consulting, 7620 Congress Street, New Port Richey, FL 34653-1108, phone (727)847-4631, on September 23, 1998. The wetland jurisdictional I ines shown hereon are subject to final verification and revisions by al I federal, state, and local regulatory agencies exercising jurisdiction over wetlands. --v- x:x 3. E * o A TREES: Woman's Tongue Cedar Oak Pine 4. 5. ZARRA BOYD, INC. CONCEPT PLAN FOR ADDITION TO NORTHEAST CHURCH OF CHRIST Engineering, Surveying and Planning 1480 Beltrees, Dunedin, FL 34698 (727)738-9010 Fax:(727)733-0083 EB 6002 LB 6472 1 STORY C.8.S. #1990 SOO.OO'OO"W(M) SOO.04'31 "W(D) SOO.04'55"W(C) 34.04'(C&D) 34.19'(M) I :s: I o I "'I d I '" ~ / '0 ~ '" ",'b' ",'b' "''()' WlP (TYP)~ + + + Ii .l. ",'0,?'0 b'?'0 ,,+ 1 '0' '" F. ,1/2" (lB J07)~ o 24" :\ 85" " """I ' 1/, \:)'\ q,'0 ",'0' ....'0. P ( 46,3 h- 0, ~ " ",0,' ",C!>' ",0' + + + ID' PROP. .,' CONe. s./W " '0' I 1+'" Traffic Signal Box I~~h~ z [Sa: (f) 0;= a... ~ I u v~ w~ S.I.R. ~ ::! -g ~ ~ o . 0 r'JI ;;: . m (....J q, ~d @-I~ ? +"'~b<:"''''o~ J40' !/ ~ srnlACK I ( : j 45,9 R 6- A C C CB CB CB " 46.3' ~o '0' ~ - 11359.16' - 00.35'03" - 115.80' - 115.80'(C&0) - 115.73'(M) - SOO-22'03"W(0) - SOO-22'27"W(C) - SOO-28' 49"W(M) ~ "'..... 100' '0'0 "'. '" ,\'b "j. '" " .<:: CL '" <{ a.. ....... lJ x w [ q,'? '" 0'" \ 11" ..,q,. '0 '11" \ e "'. 0 0":i ",C!>' 4" 0 4" '\ Wetland L2 \/ Jurisdictional Line \ (See Notes) W-12 Y" \L3 ~ ~~~ ~"- '0 , \:)~ ~ >y ~-<f ~(j. '? >0 G~ ~~ &~c,~. ~ ~ ~ ~3i, ~,~ ~~ ~ a.. ~O;, ~ \:),.- ~. ,'0 o '0'0 I><- '" '\\:) ",. '" '0'" ":J' b< P.O,C. SE CORNER OF NW 1/4 OF NW 1/4 OF SEC. 4-29-16 NOTHING FOUND - CALCULATED LOCA~ON FROM SEC~ON SURVEY L LOT 14 HOMESTEAD OAKS P.B. 99, PGS. 7-9 ~ NOTES FOOTPRINT OF PROPOSED CHURCH AUDITORIUM WAS PROVIDED TO ZBI BY THE ARCHITECT, DIXIE WALKER, ON FEBRUARY 16, 1999. FOR: 103.70'(C) ,...." t') en ~ c < o [t: ~ ~ Ul ~ c < o [t: Z LLJ ..J ..J ::J ~ o ~ .,o~ '0" "'~' u..CD 0'1 -q-Ol '-...,N ~J- s: . zu w u..(J) o u.. wo z ::JZ f- ~ ~s: wz }I/ I( c ," -0 OJ ::::;; '" '" E' '-' 60' I I I ! 'bo "j- '" -f' :J o <.5 c o o ~J/ '- I 0> ... l!'i ... \:)'0 ":J' b< ,....... ,,'" CI) '0' w'" 0:::: <( > q,'0 '0 '" ",0, '\. '" ~ ~)' 30' 0' ~ I SCALE: 1" = 30' G HAFHIC SCALE (IN FEET) u "---' W : I .~ -q- I ~ o Z L....J ..,'\ '0' '" ( c o '6 OJ ::::;; '" '" o (; J ",'" ~. ~ ~<b ~~ 01 -q-O) '-...,N ~I -q- s: . zu w u..(J) o u.. wo Z --q- --.J'-..., f-~ ~s: wz ~rr:tisirTablets (terbmafme HCI tablets)250mg jf!.eJ~ Ita , H4tV Cde. NORTHEAST CHURCH OF CHRIST 2040 No McMULLEN BOOTH ROAD CLEARWATER, FLORIDA 33709 PHONE: (727)799-0007 I'Lr NO. DA TE , VICINITY MAP RD, E. ENlERPRISE ~ ~ ~ ~ ::> ~ 2 S~ ~OR t N.T.S, 8 :g I. :i1 I !::l ~ SUNSET-LPOINT-RD. Ii uS S.R, 590 PROPERTY DESCRIPTION Being that certain property described In the instrument recorded in Official Records Book 4132 on page 1839 of the Public Records of Pinel las County, Florida LESS AND EXCEPT that certoin right-of-way parcel described in the Instrument recorded In Official Records Book 7646 on page 787 of the Public Records of Pinel las County, Florida and being more particularly described as fol lows: Commence at the Southeast corner of the Northwest 1/4 of the Northwest 1/4 of Section 4, Township 29 South, Range 16 East: thence N89047'39"W, along the South I Ine of the Northwest 1/4 of the Northwest 1/4 of said Section 4 (being the basis of bearings of this description), for 468.10 feet to the POINT OF BEGINNING; thence continue N89047'39"W along said South line, for 197.80 feet: thence NOoo03'32"E, along the East I Ine of that certain property described in the instrument recorded in Official Records Book 8742 on page 2341 of the Public Records of Pinel las County, Florida, for 323.16 feet to the Southwest corner of that certain property described In Deed Book 816 on page 199 of the Public Records of Pinel las County, Florida: thence S89053'16"E along the South I ine of said property, for 565.99 feet to the West right-of- way line of McMullen Booth Road as recorded in Official Records Book 7646 on page 787 of the Public Records of Pinel las County, Florida; thence along said West right-of-way line the fol lowing two (2) courses: (1) thence SOoo04'31"W, for 34.04 feet to the point of curvature with a curve concave to the West; (2) thence southerly along the ore of said curve having a radius of 11,359.16 feet, a central angle of 00'35'03", an arc length of 115.80 feet and a chord bearing SOO'22'03"W, for 115.8D feet: thence leaving saId right-of-way line and along the North and West I ines of that certain property described In the instrument recorded In Official Records Book 9314 on page 1906 of the Publ ic Records of Pinel las County, Florida the fol lowing two (2) courses: (1) thence N89047'39"W, for 367.51 feet: (2) thence SOoo04'31"W, for 174.20 feet to the POINT OF BEGINNING, and containing 2.732 acres, more or less (118,995 square feet, more or less). SITE DATA ZONING DISTRICT (CURRENT / PROPOSED): ......................... PSP USE: .......................................................................................... CH U RCH LAND USE DESIGNATION (CURRENT / PROPOSED): .............. INSTITUTIONAL LOT AREA (SQ. FT. AND ACRES) GROSS AREA (WITHIN PROPERTY LINES): ........................... 118,995 S.F. 2.732 ACRES NET AREA (GROSS MINUS VEHICULAR ACCESSWAYS): .......... 103,875 S.F. 2.38 ACRES LOT WIDTH: .......................................... .................................... 150' LOT DEPTH: .......................................... ......... ........ ..... .... .......... 566' DENSITY (BASED ON NET ACRES): ........................................ N/ A BUILDING COVERAGE (SQ. FT. ................................................ 6,833 S.F. AND " OF GROSS SITE): 5.75" GROSS FLOOR AREA AND F.A.R.: ........................................... 6,833 S.F. 0.06 F.A.R. (MAX 0.65) SETBACKS (CURRENT / PROPOSED) ..................................... FRONT: 35' SIDE: 12' REAR: 25' PAVED VEHICULAR AREAS (SQ. FT. AND " OF SITE): ....................................................... 18,928 S.F. 15.9" OPEN SPACE INCLUDING WETLAND AREA ............................ 82,200 S.F. TOTAL FOR THE LOT (DOES NOT INCLUDE 69" PARKING AREAS) (SQ. FT. AND" OF SITE): (MIN 25" REQUIRED) FOR THE FRONT YARD (SQ. FT. AND" OF REQUIRED FRONT YARD): 4,470 S.F. 85" (MIN 55" REQUIRED) 68,554 S.F. 1.57 ACRES PARKING AREA IS GRASSED SPACES WITH ASPHALT CIRCULATION LANES (EXCEPT FOR EXIST. ASPHALT TO REMAIN) EXTERIOR PERIMETER BUFFERS (INCLUDING WETLAND AREA) PARKING LOT INTERIOR LANDSCAPING PARKING (GIVE APPLICABLE FORMULA): 20D SEATS 3 SPACES PROVIDED 67 SPACES REQUIRED 9'x19'~ 4 H C 12'x19 ) 8D TOTAL PROVIDED 1 SPACE PER 3 SEATS IN CHURCH AUDITORIUM PLANNING & DEVELOPMENT SERVICES Cl1Y OF CLEARWATER JOB NO: 1098P DATE: 02/23/99 SCALE: 1-..30' REVISIONS BY FILE: XREF: 1 098P1 A NONE SHT 1 OF 1 - - , l r I l- (/) w E a.. N .q- N .q- Iii 0) 0) I N N I N O.R. 8742 PG. 2341 0' ~ "'C C 0r- a.. 00 0) o or- DESIGN BY: NZ DRA WN BY: TLM REVIEW BY: NZ QC BY: NZ F.I.R. 1 0.61'N, P.O.C. P.O.B. ~j SEC. D.B. O.R. P.B. C.P.B. Pg.(s) M.O.L. +/- Ac. LB BLDG. C/C CIS CBS CLF C.O. CONC. E/P EL. F/C FCM F.F. FHA G.E. G.V. GWA HYD I.E. IRCV L/A PCED · F.I.R. 1/2"(N/C) F /C 1.7'N,......... ":J'\ q, ___ 0.52'N, 0.03'E 0.5'W ,,~ ~ 90' ":J ,,' ":> >- a:: <( I- Z W 20 w....J dw c;:: I I- ....J 00 00 rnI U ZU1 W ....J ....J ::J 2 o 2 ~ w en ~ "'''' 00 .......,......., (0(0 ...... ...... I"il"i NN 1"')1"') ~ w en ~ ~,<:> "'''' 00 .......,......., WW ~ - (oN 01"') ':q-'t0 00 - - 00 00 ZZ J',g 6' CLF ..> /2"(N/C) ~ 0.16'W '" STORY C.BS #3042 ""'S,I.R, L25 "- --' o '" ~ I 5' HWF SOO-OO'OO'~W(M) SOO.04' 31"W(0) SOO.04'55"W(C) 34.04'(C&0) 34.19'(M) 1 STORY C.B.S. #1990 "J"? ",0 ","? ~ ~ ~ + EXPAND EXIST. sePTIC + ~FSYS7SI THIS AREA =1u~r\71ON/ AS NECESSARY 6' F ~7" *14" 1?"* 13'" *2'\' 0 13" ~lX 027" 17"* -. -~ ~. - -~-. r o . ",'? " '2~ ~+, J '" [ "J<:> ~. +~ -. "J~'-- 5' ~ 129.2' 34.4' . ~t6~-9 ~/C- 9Jq, ":J + NO SPACES ~ D,B. 816, PG. 199 SA~ 1REES"~ '? ~ ":J~ ,,:>q,":- ":>,,,'? S89-53'56"E(M) +~,. +~":J"v ~ +~ + ~o':' + ~ S89-53'16"E(0) ~C)'" PROP. OETEN71ON/ PROP. 13" "'').- '" q, ~C) + TREATJlENT'0 WHEELSTOP 0 "8"5 ":Jo,. ,,:>"" 20" 8 9" S89-53'27"E(C) '" '0 4." 4" "'( " 39.26 . 5"086" 40.4 ',8",17 4" ~C)' ~,. "" 0 ~,,:>' TYP/l 07" " ~ HW~ 13" 4G.~'::. &12"'b R)"-?<; "-''''1M"'' " ) ~0 (9 18 '5",8",... [19" 0 8" 13" , 4" f:' 13" ~" ~, In;',<;'[.) - - ~ I "'T" ",10"..- I'~ .___ ~ ~ :::t ~"n"'- 17'\ '? III '\ 8 \!..J 0q, 1><,.... 1><0' 5" ~~815" 0~" . 6"1><,0 1><"':-. ,~~:~+I><':-~.E~' ~rass" PROP. ASPHALT ~ ~ '" + 31" 0 G/ G ~ 7" ......... 1><"''':- + "-- + 1><":> 9" CD 8" --- --,....- .....0, .. . '- PRG ~ G ~SS SPA'ES ........... 42.28 · - 30" 0 I><'?' "r::-. I ,,:>'? + l2 J ~'?' Sign (Typ) 4- I><'? 1><'1 I><'? ,?o, ~"'. '1.o?..ii . '? ~ I><~' 1><1><' + + 565.95'(M) 565.99'(0) 565.70'(C) 6" ")'? '0 0 I>< ~'O' 6" o ":> t-- W-1 24'~ \.5 ,,:>'" A\ 4"+ , "', "5 =18",19" o 12",17" 8 1 20'* \ o '\ ,,:>"" L7 13" I..: \. ~C)' -=\- C) 1><" 8 CD 0" C) C). ~ 24,,8 10 I ,--- '": '" l~ "- -= fV8" MLP @ 9" ,f' o GR. SS ;PAC;:.s -~N 3",6" @ 4",5'" 14" ...... 11,,8 d CD I><C)":> \~A \ "-' ",q, fft. ~ ( "5 8 ,0~ ....."''? 28" 19" . ~ W~ 2 ~ ~ ~C)~ "'~ L8 ~' 26" ,,:>'l>' ~'? -.........: W- ~ ~ .....~ 20"q, ~O').- 1,8 ~1~ ~C) + ...... '? ,').- \ _ PROP. DETENTlON/ L9 5"~~~>" ~ ~~ ti)li'A~~ TREA TJlENT f' 0<:> ,C) \ . ~ 9 ~GE ) ~ ~ .'\ . \ .}; ,>-.~ ~ ~,\AjC ~ L10 \ '0 ~<::,o + \ 14"'1~\ \ ,"? 8\ ~ 4" \ '? ,C,M. 4"x4" \4"+ ~(\S 1428) '?+ \\:J ~ L26 ,').- Q ~ 5" 7" ~ '\ 4" w q,' o' '? c). L11 '? ~ c). ~ ~O + ~ 5 ~A1-5e4" L 19 '\ r. ~v: e 0' L1 2,?' " ~ ~O' 5 L13/ ---1 o ~ o ......., ~ o N ~ '" 9" :): Ex. Sand Filter Pump vaUlt~ Ex. , Sand ~,?' Filter + E/B 45,9 PRfP. '" CONe. sh ar ..- PROP. OETEN71ON/ TREA TJlENT ro'l> ") ..,. 001 ....J C) C). ~ C) 0' ~ "- --' o '" "- :;: I :.;. , 0' ~ ~-14 \ \L1 '" ",' "5 W-13 '? ~,. W-12 \.. \L3 '"- --' o '", "- :;: I :.;. ",'? "5 + r End of Fence 1.l'W, 3,7'N 8" 42.5 S.I.R. '0 ~",. + L5 r~'''? "? ~ 14 .;:;q, + \ ",~ W-11~ \;4 + ",'" "5 .", 8.2' ...t a, or; ~ 2,6' 0":J ~ 0')- ~ e 14" --- 18" o C) lcoco <Q n":';:>' ~ o c/s,l I:n-~ 45.30 0) ~ n 1'01\::;] ~ '" ' lD lD ..- .... , PROP. 200 5FA T CHURCH AUDITORIUM .TH AL 7ER. PULPIT, REST ROOMS ct DRESSING ROOMS , .5F7&4lX ~ '" .... 24' 17&, '0 ,. ~ i::ta: !!~ @ ~ ~ t -... ....,..,. \ \ @) ~a: !!~ ":J'" ~. ~ "- Wetland Area 47,821 S.F.::!:: ~ h-1 aO'1- ~":J ",0, 7lP. I><~. .;:;. EX. ASPHAL T + aD' TO REMAIN -17lP.1- 43.09 @ i'..- 'PRl 'tP. d'i'AS; ---- -- ~"'~ 1-0~ '" 14" ~. 0 <Ii "' 15" ....-)0_ Wetland Jurisdictional Line (See Not'") ~ PROP. BICYCLE RACK .. "- WLP (Typ) 'x 0 1'"'+ _ -I-- n ..- N ..- ,,:>'" ~. ~ SP.CES__~ ~ ~ ~ r/;>- ) J 18" 14" 20" i::t 15" MLP (Typ)@r t.na 0 ence o 0 0'" 0 \. "-" [.) 0,1'5..... ~"? PROP. - .;:;C)-=FN89-48'18"W(M) ~~:- ~ ,,"+N89.47'39.W(D&C~l ,".,...,. Grass ~ NO SPACE SA ~...... '\. EXIST. UGHT POLE ,+ I '0' ~ I :;: I o I ~I d I "'\...J '0 '" ~ ":Jq" ":Jq,. ":Jq,. WLP (TYP)~ + + + /i .!. .;:; ,. ~ ~","?'? p'? / C:) 18 024" ~ 8 5" " "" ' F. . 1/2" I. ~ O;v, (LB 107)- '0' ,:>' I...... ~ C ~ .) 46,3 'l> "" ":J"" ":J'l>' ~C)' + + + '0'0 ~. ~ '-- Traffic Signal Box I~-- -, ~ ~ eJa: (J) 0 a Q... ~ U Q)L.. w<D S.I.R. ~ ~ -g s :t u ~ 0 r--- '( I :;: . ~ c../ '" ~d e 1--:' ~'O~ ) ~,\C),>~C)q, ~~/ +++ .16.0' Y n. o 0:: I c '\.. \ I' ~ A, ~~OJ g ~ ,<0 () >y ~.q;. ~~. '? >0 (;~~. (;~~-~. ,~ ~ ~ ~~ ~~ ~,,~ ~~ ~d.' <\~ ~ C)y ~. ,<0 ~ ;... '" 5.7' -- Ex, Landscape Timber Ex. 8'x10' : " Aluminum Shed ~ ~ on ciS '<l Existing c/c =- ;!; . 1 STORY C.B.S. ::: * .... 12040 ~ "" F.F.= 46.65' .. Ex, Landscape Timber :g, ADMIN. &: :;: ::; CLASSROOMS :;, '" "0 ti 5 ID c 46.0 'O":J --'.0 <'3 PROP. ,,' CONe. sh tot' x.~ "Co. . ":J'\ '0'\ 'I >- IReV 34.4' ~ 128.6' + I><'?' ::...'" J I ~ I It\. O'l> ~ ~ q,'OPROP. GRASS .t. \1!... -:-- 1.l.6.0~ C) Jl ........'0. * ,;:> SPACES ...':1 '\'? G 46 ,,:>1>< III ~'? v,'\"'~,?'?CC Q) ~ II 'c/c"I L6,Q ",C)",q,~:~ 21 ",'0' :4.7'~ "~14596 145.98 ~~'O . co 'O'J. rm A r;r :>I-'{.1-0HW n ~"' ,,<:,. n "-58 ""\ ........... 46,27 '?' ~ I ~ 45 ": 2' 4 C)":J '-- Grass Ex, Metal ~olumn ~'O' .60 It) " q,0 'D' q,":J 4" 4" (T ) ) --...: :----.... Cltot'. ~ ~'?' x ~ , '0' I I+~ 5" ::::-.... Ex. Landsca::S >f Timber 5"~ .L (_ Ft Ex. Church -.:.... 'I Sign 5"~VI ~ __ cO ~ ~ FZ:I .... 6Ie~e~6c.~ 1200' ~ ~ 5' ... €. fffPJ VA wA77),oJ ar [.) 24" I I 46.4 ^ 'O'? ~'O' ",'l> 'D' ~ ~ ~ r..: 24' PRfP. '\ ,'" ..- ASPHAL T ~ DRI'E q,'" ~E/IP ~'O' Ex. Asphal: -........ E/P, "'" ______ 46.99 ----===--= ,,"v r.,ncc 4 ,7 ~ 017" 12" o ,_'? ,- 0 ~"V ~~4 OHW . '-End Fence 18" 0.1'5 o ,,1.S0 367 38'~M)6' W/F 0 12" 'fI"6, 9",11" O. . End of ence 367.51' O&C) 012",14" +q, C)+ ,;:> ~"J PROP. OETEN71ON/ TREA TJlENT ,,," ~ 'GWA '0').- 8. 6" ~ 8 12' 8" 10" WP 0 .5F7&4lX 010:',14" 'O"? 8-11" ~ 'O"? ~ UNE TABLE LENGTH BEARING 3S.2S' S27"OO'02-E 54.23' S31"27'30-E 46.85' SOS,8'S9-E 35.12' S37"43'1S-E 70.29' N89047'39-W 14.64' S37"43'1S"E 49.14' N33007' 46"W 43.22' N46033'19.W 36.4D' N63044'16.W 80.68' N,~046'01 "w 7.05' N23"46'Q1.W 7.97' N21-n1'~7"F 35.40' N21"01'37-E 38.45' N'70S7'12-E 49.70' N30041'54"W 2D.59' N14"34'45-W 2010' N14034'45.W 5.09' S88047'53-E 13.89' SOO"04'31"W 129.67' SOoo04'31.W 127.51' N89047'39-W 19.3S' SOO"04'31"W 151.8S' NOO"03'32-E 171.31' NOO"03'32-E 74.29' S89053'16-E 11.29' SOO"04'31.W @) '0 ~. ~ ":> \ 11" ":J"",? e 11" \ 8 ":J'" C) e ":J"" 4" 0 4" ~C)'? \ . We~land , 8 " " L2 < Junsdlcllonal Line 6 ,7 (See Notes) '\ 0' ~ e 6"7" q, n '" . ":J'" :::J ~C) + ill 6" l Cploo' ',eo 5.468 S.F.:t p,jq,q, W-j ~ ",q, "5 + LINE L1 L2 L3 L4 LS L6 L7 L8 L9 L10 L11 L12 L13 L14 L15 h.16 L17 L18 L19 L20 L21 L22 L23 L24 L2S L26 I Line # (Typ) -L14! ( See Lire Table ~~~ (f) 9J<:> -g N Flagged Point -- W- 7 :'j S' '" 0'_"00<;00 (,,,) 1'~ L15 i?').- ^i e 6" i?"? 8^i 6",6" ...... O.R. 9314 PG. 1906 "'" ",,,, '" OO~ .......,.......,......., :::::: ~ - - ~Ln':q- I"')L()I"') ':q-':q-N 000 - - . 000 '0 000 ":Jq,":> y+ ":J:,:, 7" en en en W-8 ,.,'? 4" ":J L16 F.C.M. 4"x4" J'<?s- ~17 P · 0_ B. (LS 1428) L22....... 1 <q, 0.44'N, 0.46'W ....., "j L21 197.52'(C) ~ ~~W-9 / (BEARING BfIS) S.IYU8J:::E6" '- AREA PLA mo AS "NATURAL AREA" LOT 15 ~ I ",":> "5 + 197.80'(D) & SET N89-47'39"W 468,10'(D) & SET I SOUTH LINE OF NW 1/4 T I OF NW 1/4 SEC. 4-29-16 I L~ +":J:: ")"? W-1 (~",q, ~ ~ + + ~,,:>' + \ RETENT O;hOND / ","? ~ 4' CLF End Fence,~ 0.3'5, 0,8'W / F.l.R. 1/2"./ "- (LB 107) d 1 STORY C.B.S, #1970 R 6- A C C CB CB CB - 11359.16' - 00-35'03" - 115.80' - 115.80'(C&0) - 115.73'(M) - SOO-22'03"W(0) - SOO-22'27"W(C) - SOO-28' 49"W(M) LOT 14 HOMESTEAD OAKS P,B. 99, PGS. 7-9 ~ - LOT 17 ~ HOMESTEAD OAKS P.B. 99, PGS. 7-9 ~ ~ ~ DRAINAGE EASEMENT ABBREVlA TlONS: P.L.S. et FD FN&:D F.I.R. Point of Commencement = Point of Beginning Calculated Data Data per Description = Measured Data = Platted Data = Set = Section Deed Book = Official Record Book = Plat Book = Condominium Plat Book Page(s) More or Less = Plus or Minus (more or less) = Acres Corporate Certificate Number = Building Covered Concrete = Concrete Slab = Concrete Block Structure Chain Link Fence = Cleanout = Concrete Edge of Pavement = Elevation Fence Corner = Found Concrete Monument = Lowest Floor Elevation Fire Hydrant Assembly = Grate Elevation Gate Valve = Guy Wire Anchor = Hydrant Invert Elevetion = Irrigation Control Valve = Landscape Area = Pinellas County Engineering Department . F.P.P. F.O.P. P.C.P. F.C.M. NF I.D. SN&:D SR&D S,I.R. S.F. N/S N/C (X~X:; MH MLP N.T.S. O/A OHW P/L PVC RCP R.E. R/W SAN. S/W TYP. vlC W/F WLP W.M. WPP ":JC) ~ + LOT 16 - PER PLAT LEGEND SYMBOLS: = Professional Land Surveyor Centerline = Found = Found Nail &: Disc = Found Iron Rod & Cap 5/8" (LB 6472) unless noted Found Pinched Pipe = Found Open Pipe & Cap = Permanent Control Point = Found Concrete Monument Corner Not Found = Identification Set Nail & Disc (LB 6472) Set Rivet &: Disc (LB 6472) = Set Iron Rod 5/8" & Cap (LB 6472) = Square Feet Comer Not Set = No Cap = Corner Marking = Hog Wire Fence Manhole = Metal Light Pole = Not to scale = Overall = Overhead Wires Property Line = Polyvinyl Chloride Pipe = Reinforced Concrete Pipe = Rim Elevation = Right-of-Way Sanitary = Sidewalk Typical = Vertical Curb Wood Fence Wood Light Pole = Water Meter Wood Power Pole o D:J ... t><I iii C'th Cleanout Flared End Section Flood Light Gate Valve Water Meter Wood Power Pole Guy Wire Anchor Hydrant Irrigation Control Valve Metal Light Pole Sign Wood Light Pole 2. Subject property lies within Flood Zone X pursuant to Flood Insurance Rate Map 6125096 00110, dated August 19, 1991. AI I visible Improvements (with the exception of sprinkler heads, If any) lying on or Inmedlately adjacent to subject property have been mapped and shown hereon. No excavation or mapping of underground Improvements has been performed. Ingress and egress for subject property Is provided by the contiguous right-of-way of McMullen Booth Road which contains paved driving surfaces. The wetland jurisdictional lines depicted hereon represent the landward extent of the waters of the state and/or of isolated wetlands as delineated pursuant to Florida Statutes 4D3 &: 373 and Florida Administrative Code Chapter 62-340 as field staked by Christopher Canter of Advantage Environmental Consulting, 7620 Congress Street, New Port Richey, FL 34653-1108, phone (727)847-4631, on September 23, 1998. The wetland jurisdictional I ines shown hereon are subject to final verification and revisions by al I federal, state, and local regulatory agencies exercising Jurisdiction over wetlands. >II NOTES ~ @ NOTES ,\q, "). ~ ro 3 n. ...... lY 46.3' 'O'? k ~ :;: I o c ",'" q, ":J ~ ~. '\ ~. + '\":> + ~ ~"'+ ~ ~'O' '0 + +~ FHA '0 if-< ":> tot'. '0' + ,.,+ '\() ~ -;;;6.9 7 ~'?' ,,1 \'J. ",'" ,:-. ",":> ,:>. ~ ,\0 be ~ d 0":> ,:>. ~ ,:-').-+ '" n r..:.... ..-N r..: ....1 ,?C) ":i" ~~. ~'" ,:-' ,:- ~'" + ~ ":Jq, tot'. ) +-'-~. ~ ~ . 45,9 ~ ~,\. '?() , ~ l ~ lY ",C) '0' ~ ~'" '\. ~ " ..... ,\":J ~ n q,")":> ~v ~ + ",'\ ,? ~ '", ,+ ":J. ~ Ex. Control Structure Tap of Canc. Flume 42.49 G.E. 42.67 Weir 42.08 I.E. 35,53 100' " .r: Cl. '" <<: x w [ ~ ~ e'= 0 '0 0 3 m o .D ..c +-' :J o U1 P.O.C. SE CORNER OF NW 1/4 OF NW 1/4 OF SEC, 4-29-16 NOTHING FOUND - CALCULATED LOCA~ON FROM SEC~ON SURVEY L 103.70'(C) 1 . FOOTPRINT OF PROPOSED CHURCH AUDITORIUM WAS PROVIDED TO ZBI BY THE ARCHITECT, DIXIE WALKER, ON FEBRUARY 16, 1999. --v- * 3. TREES: 4. E * <:> 8. Woman's Tongue Cedar Oak Pine 5. ZARRA BOYD, INC. CONCEPT PLAN FOR ADDITION TO NORTHEAST CHURCH OF CHRIST Engineering, Surveying and Planning 1480 Beltrees, Dunedin. FL 34698 (727)738-9010 Fax:(727)733-0083 EB 6002 LB 6472 FOR: Best Copy Available NORTHEAST CHURCH OF CHRIST 2040 No McMULLEN BOOTH ROAD CLEARWATER. FLORIDA 33759 PHONE: (727)799-0007 ~ t') 0) ~ o < o 0:: ~ ~ en '-" o < o 0:: Z l.LJ ...J ...J ::::> ~ o ~ i.J..<D oj ..,.O'J --.......001 ~J- s: . zu W i.J..U1 o i.J.. WO z :::JZ I-~ ~s: wz ~Rjl/ .;:;'?o I ( C)'" ":J. ~ ",' ~",. I I , c: " -e -0 :> Q) o ~ '" '" " <3 ti c: o o ~V ~ I ()) <l' <Ii .... 0' 30' 60' ~', I SCALE: 1" = 30' GRAPHIC SCALE (IN FEET) O'? ,:>' ~ --- U '--/ W : 1Y5 ..,. I ~ o z ,...-J v,'\ '0' ~ ........ ,":J (/) '0' W ~ I ~ ~ I F o ~ ~ ~ ~ ( c: " '6 Q) ~ Ul Ul " <3 ~ .;:; ,:-. ",'? '0' ~ ,., ,:-q, ,,:>'l> '\, ~ ~~ 01 ..,.O'J --.......001 ~I ..,. s: . zu W i.J..U1 o i.J.. WO Z -..,. ....J--....... f-~ ~s: wz ~ _.)11 NO. DATE , VICINITY MAP RD. E. ENTERPRISE ~ j!: 8 III S~ ~OR t N.T.S. 8 I. li1 I ~ ~ SUNSET--L.PDlNT-RD. :R Ill! III S.R. 590 PROPERTY DESCRIPTION Being that certain property described In the Instrument recorded in Official Records Book 4132 on page 1839 of the Public Records of Pinel las County, Florida LESS AND EXCEPT that certain right-of-way parcel described In the Instrument recorded In Official Records Book 7646 on page 787 of the Public Records of Pinel las County, Florida and being more particularly described as fol lows: Conmence at the Southeast corner of the Northwest 1/4 of the Northwest 1/4 of Section 4, Township 29 South, Range 16 East: thence N89047'39-W, along the South line of the Northwest 1/4 of the Northwest 1/4 of sold Section 4 (being the basis of bearings of this description), for 468.1D feet to the POINT OF BEGINNING; thence continue N89047'39"W along said South I ine, for 197.80 feet; thence NOoo03'32.E, along the East line of that certain property described In the instrument recorded In Official Records Book 8742 on page 2341 of the Publ ic Records of Pinel las County, Florida, for 323.16 feet to the Southwest corner of that certain property described In Deed Book 816 on page 199 of the Publ Ie Records of Pinel las County, Florida: thence S89053'16"E along the South I Ine of said property, for 565.99 feet to the West rlght-of- way line of McMullen Booth Road as recorded in Official Records Book 7646 on page 787 of the Public Records of Pinel las County, Florida; thence along said West right-of-way line the fol lowing two (2) courses; (1) thence SOoo04'31"W, for 34.04 feet to the point of curvature with a curve concave to the West: (2) thence southerly along the arc of said curve having a radius of 11,359.16 feet, a central angle of 00'35'03-, an arc length of 115.80 feet and a chord bearing SOo022'03-W, for 115.80 feet: thence leaving said right-of-way line and along the North and West I ines of that certain property described in the Instrument recorded In Official Records Book 9314 on page 1906 of the Publ Ie Records of Pinel las County, Florida the fol lowing two (2) courses; (1) thence N89047'39"W, for 367.51 feet; (2) thence SOO'04'31"W, for 174.20 feet to the POINT OF BEGINNING, and containing 2.732 acres, more or less (118,995 square feet, more or less). SITE DATA ZONING DISTRICT (CURRENT / PROPOSED): ......................... PSP USE: .......................................................................................... CHU RCH LAND USE DESIGNATION (CURRENT / PROPOSED): .............. INSTITUTIONAL LOT AREA (SQ. FT. AND ACRES) GROSS AREA (WITHIN PROPERTY LINES): ........................... 118,995 S.F. 2.732 ACRES NET AREA (GROSS MINUS VEHICULAR ACCESSWAYS): .......... 103,875 S.F. 2.38 ACRES LOT WIDTH: . ...................................................... ......... .............. 150' LOT DEPTH: ...... .................................... .............................. ...... 566' DENSITY (BASED ON NET ACRES): ........................................ N/ A BUILDING COVERAGE (SQ. FT. ................................................ 6,833. S.F. AND X OF GROSS SITE): 5.75" GROSS FLOOR AREA AND FAR.: ........................................... 6,833 S.F. 0.06 FAR. (MAX 0.65) SETBACKS (CURRENT / PROPOSED) ..................................... FRONT: 35' SIDE: 12' REAR: 25' PAVED VEHICULAR AREAS (SQ. FT. AND " OF SITE): ....................................................... 18,928 S.F. 15.9X OPEN SPACE INCLUDING WETLAND AREA ............................ TOTAL FOR THE LOT (DOES NOT INCLUDE PARKING AREAS) (SQ. FT. AND " OF SITE): 82,200 S.F. 69X (MIN 25" REQUIRED) FOR THE FRONT YARD (SQ. FT. AND X OF REQUIRED FRONT YARD): 4,470 S.F. 85X (MIN 55X REQUIRED) 68,554 S.F. 1.57 ACRES PARKING AREA IS GRASSED SPACES WITH ASPHALT CIRCULATION LANES (EXCEPT FOR EXIST. ASPHALT TO REMAIN) EXTERIOR PERIMETER BUFFERS (INCLUDING WETLAND AREA) PARKING LOT INTERIOR LANDSCAPING PARKING (GIVE APPLICABLE FORMULA): 2DO SEATS 3 SPACES PROVIDED = 67 SPACES REQUIRED 9'x19'~ 4 H C 12'x19 ) 80 TOTAL PROVIDED 1 SPACE PER 3 SEATS IN CHURCH AUDITORIUM PLANNING & DEVELOPMENT SERVICES cnv OF ClEARwATER JOB NO: 1098P DAlE: 02/23/99 SCALE: 1"=30' REVISIONS BY FILE: XREF: 1 098P1 A NONE SHT-LOF -L