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FLD2004-02011, PLT2004-00007 FLD2004-020 11 PL T2004-00007 2520 Sunset Point Rd Townhome Manors \ . .. \ .. \ \ \\ \ \. . \ . t" \. \ \ \ \ \ '., \ '. \.;fi'~~\ .-. \ \:\ .\ . \,'~~:.". ""\ : \~\' .\ ~)~ 'i ..;~ ... " , . ~.~ \ "", \ - \.~ " , J, ~~,\ ",': . ',..~ ~ : . . ~<\ ; \ Yi,,~! ; ~. .~ I, \ -iff';." - - - -' \ ,"1; .. \ " \'~\ E \ \ \ 1\ \\ \ \ \ I \ I'" 'II \\\' 10~ .. .1 ~. ...... d. I ': \ ..-(::/ ~,.. 1.it - 'f' . .'\...._,' " \. (C.., ,~'1\. ' > " ~. "ii: 1 '\\ \ ~ '." '0 ~ ~ " '0 ~ ':1 , /,~ \ ~\ \\ '., '\\ "\ \1 ,>1 1 '1l - ~;o '" 0 _ .... '1l i. ,...~~ ~iTl8 >z~ ~gc <T1Z:i! VI> ;o'll ~~ l \ }} '; ~J i ~~. ~::: :::j .:::} ~~~ ." "I " - ----- l\lN\9\~O - ----- -------- -- \ I \ I + I \ I \ I \ I \ ~ .; . \ ,'. ~--tt;"' - -- '" . ~ .....,-'--, -~ - - p . ~, :oJ _.~ !: ~J. . )I~: ~"f'!!' _ ,_. . ~~t'.,u'-~"~'~l~--"!-' .:' '';', ..n:.. '\c-;'" q .,,,;, ,."" ',,' f t.~: :i!r~ '; :~~~ ::"" T '; ., '" , ;' ~"; . , -: :~ I "U~L ~~~ '~~i ~ i:< I ~ ':~ )< ,I I~ '" 1 ( z:: - - - - - - - -1- ~ - ~ ~'~ - - - - -6 ~ .:;. - - - - - - - - - ~ :, I' .. 'J ~:' '~ LA WSON ROAD . .....'" _" __ __ _ _wrn.:..i ';-I.J.,. -- - ",,, .. '-" . - .. ........ - - -' +~!+ ~ L_ -~. -~:"'_.L~~" 6' wood ,~~. ~-_ ~! '':'; 1 I'" I ~: .'t-'. ,'-+i\~ r +-"' ., - 1 ". 6' chain Ilnk fence '". :~~ - , ~ \ ..L .._..,_..,_..,_..,_..,_..,_..,_..,_..,_..,_..,-, -, -, ,-, I ~~ r An au tom otic un dergrou n d irrigation system providin g 100% coverage of 011 proposed landscape will be provided. The system will be equ ipped with and au tom 0 tic rain sensor to shut the irrigation off when adequate rainfall has occurred, J . "~~r LU ~~..::.c,,~,,:;;u , , . .. .':{",.'-' '~..'.-. ,... . '_0_ .-'1'........- _,_ -- --w"'" j I, ,,, ~. .' I' ~ o .. ~ II I i ! I 1'1 I .,_..~..::::;...' . '~i' ; 'I;?' / :\"~'J \1 I <I '; ~, I I : :~I ',.1 . I 1"1 ~II~ lili I~ ! :1 , I ;1 II oo.lll . 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QTY. o ~ o (8 ~~ (.:, 41 135 1 1 6 98 1 1 989 1688 'I !11,301 ;1 I SOD TBD PLANT LIST BOTANICAL/COMMON NAME LI QUI DAM BE R STY RA C I FLU A/ S WE ET GUM QUERCUS VIRGINIANA/L1VE OAK LAGERSTROEMIA INDICA/CRAPE MYRTLE ULMUS PARVIFOLlA/DRAKE ELM SABAL PALMETTO/SABAL PALM L1GUSTRUM JAPONICUM/L1GUSTRUM VIBURNUM SUSPENSUM/SANDANKWA VIBURNUM TRACHELOSPERMUM ASIATICUM/ASIATIC JASMINE ST. AUGUSTINE 'FLORATAM' SIZE X 4' SPD. 5' SPD. SPD. MULTI-TRUNK 5' SPD. 2.5" Col. 10' HT. " , 2.5 Col. 10 HT. X 2" Col. 8' HT. X 5' 2,5" Col. 10' HT, X 10' C,T. HT. 3 GAL. 18" HT. 5 GAL. 24" HT. " 1 GAL. 15 O.C. X 18" SPD. 18" O.C. ;'.- ~~ :::? I :.:. ~ U.S. HIGHWAY 19 N. eJ:Jl vt".', j U J(J All:) 1\ S_,,;i!llJJS i U;]\',d01J/\; ",0,' ::;~~I~~NVld I r--'--' "---1 : /_.....,! VOO~ g I If '\l i:' i, l_J ',> . __ ___ _u___ _~ I#' ."".....! \ " f I ' ',I I : \ . . '.......' D' YJ' [-~ ( , I! 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" ~ <( (:) ......... cc: o -J lL. .... a:: w ........ <( ;: 0::: c::( W ....J () LL o >- ~ - U II :... t:: 111 ~ o <..l .... ;:, a :z <( -J a.. w ~ <( () en c :z <C -J -J -J <( cc: w > o [L(Q)~~ lJ~(Q)~ ~~[p) 1:_fJ ,","--- I ~/ II [L~~~[L [D)~~~[PJ~[P)lJ~(Q)~ SEE SHEET 2A [P)[PJ(Q)[F~~~~(Q)~~[L lJ~~~ CIVIL ENGINEERS/PLANNERS: A VID ENGINEERING, INC. 2300 CURLEW ROAD; SUITE 100 PALM HARBOR, FLORIDA 34683 PHONE: (727) 789-9500 GEOTECHNICAL ENGINEERS: PSI - Professionai Service Industries 5801 Benjamin Center Drive, Suite 112 Tampa, FI 33634-5206 (813)886-1075 SURVEYORS: POLARIS ASSOCIATES 2915 SR 590 SUITE 17 CLEARWATER, FLC'R!DA 33759 PHONE: (727) 669-0522 TRAFFIC ENGINEERS: AVID ENGINEERING, INC. 2300 CURLEW ROAD; SUITE 100 PALM HARBOR, FLORIDA .V,68.3 PHONE: (727) 789-9500 LANDSCAPE ARCHITECT: AVID ENGINEERING, INC. 2300 CURLEW ROA'); SUITE 1 GU PALM HARBOR, FLU~IDA 34683 PHONE: (727) 789,-9500 (lJJlJ~[L~lJW ~(Q)~[P) ~~~~~ GAS: CLEARWATER GAS COMPANY P.O. BOX 4748 CLEARWA TER, FL 33758- 4748 PHONE: (727) 562-4750 KELLY O'BRIEN POWER: FLORIDA POWER CORP. P. O. BOX 1699 CLEARWATER, FL 33757-1699 PHONE: (727) 562-5660 FAX: (727) 562-5753 JERRY CONRAD, CW14 TELEPHONE: VERIZON 1280 E. CLEVELAND ST. CLEARWA TER, FL 33755 PHONE: (727) 562-1132 MICHAEL CLARK WA TER / SEWER: CITY OF CLEARWATER PUBUC WORKS DEP~ 100 S. MYRTLE AVE. #220 CLEARWATER, FLA., 33756-5520 PHONE: (727) 562-4747 MICHAEL QUILLEN CABLE: TIME WARNER 2530 DREW STREET CLEARWA TER, FL 33765 PHONE: (727) 576-4123 EXT, 373 SCOTT CREASY ~ ~ ! l ~ l;-j ~ ciD i .... I t ~ '8' M ~ '8 I rn l:i w ~ 9- s.: ~~~~lJ~~~ (UJlJ~[L~lJW ~~~~~~~lJ~ 1. O.R. BOOK 3406, PAGE# 227. 2. O.R. BOOK 3675, P AGE# 64. 3. O.R. BOOK 4048, PAGE# 1565. 4. O.R. BOOK 4905, P AGE# 1294, 1296, 1298 & 1299. 5. O.R. BOOK 4906, P AGE# 903-906. 6. O.R. BOOK 9901, PAGE# 281-282. ~ , SUNSET POINT RD. @ LAWSON ROAD TOWNHOME MANORS OF COUNTRYSIDE (Q)[K!]~u~lUJ u~(Q) [K!] ~[L~[K!]~ [P)[L~~ ~~[D)~~ 1. 2. 2A. 3. 4. 5. 6. 7. B. BA. B8. 9. 10. 11. 12. 13. COVER SHEET OVERALL SITE PLAN PRELIMINARY PLAT SITE PLAN SITE PLAN SITE PLAN PAVING, GRADING & DRAINAGE PLAN PAVING, GRADING & DRAINAGE PLAN PAVING, GRADING & DRAINAGE PLAN STORMWA TER POLLUTION PREVENTION PLAN STORMWA TER POLLUTION PREVENTION NOTES UTILITY PLAN UTILITY PLAN UTILITY PLAN SITE DETAILS GRADING DETAILS 14. 15. 16. 17. M1. IR-A. IR-8. IR-C. IR-D. L1A-L1C. L2. L3. L4. GRADING DETAILS CROSS SECTIONS WATER DETAILS SANITARY SEWER DETAILS MIllGA TlON PLAN IRRIGATION PLAN IRRIGA TlON PLAN IRRIGA TlON PLAN IRRIGATlON DETAILS LANDSCAPE PLAN LANDSCAPE DETAILS LANDSCAPE DETAILS LANDSCAPE NOTES o ---: J ,. '., NOT TO SCALE . CITY OF CLEARW A TER, FLORIDA Prep o/-ed For: KB HOMES - T AMP A, LLC 3450 BUSHWClOD PARK DRIVE TAMPA, FL.ORIDA 33618 PHONE: (813) 775-7800 Prepared By: SITE P APPROVEQ CASE I '- O.L-O! I; /L; ~J(-uCO'7 CAsen'PE__ U DRe DATE ~~~~;~~:~r ~~lJ~ [D)~ lJ ~ PROPERTY LOCATION: SEC 6, TOWNSHIP 29 S, RANGE 16 E. / 2520 SUNSET POINT RD. PARCEL 10 NUMBERS: 06-29-16-09072-000-1000 & 06-29-16-09072-000-1200 o 'J ENGlNEERWti we. Our company name stands for Itself... Civil Engineers - Planners Traffic Engineers - Environmental Engineers Landscape Architects Curlew Office Center 2300 Curlew Road; Suite 100 Palm Harbor, Florida 34683 Phone: (727) 789-9500 Fax: (727) 784-6662 THE DESIGN AND IDEAS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF AVID ENGINEERING, INC., (AEI) AND IS NOT TO BE USED FOR ANY OTHER PROJECT WITHOUT WRITTEN AUTHORIZATION FROM AEI. DIMENSION INFORMATION SHOULD NOT BE OBTAINED BY SCALING THE PLANS. DIMENSION INFORMATION NOT PROVIDED HEREIN CAN BE OBTAINED BY CONTACTING AVID ENGINEERING, INC., @ (727) 789-9500. ,-' " .J .) . EXISTING USE: RESIDENTIAL / VACANT EXISTING DWELLING UNITS: 192 UNITS PROPOSED DWELLING UNITS: 281 UNITS '~L __ <~ J __ II ill PLAfIIN"., .-{c - ~- ./cs Ct ~ ~ (J. '~t..L......,' " C ~~UL 2 ~ 2004 JA YSON T. KMIEC, P.E. #57508 EXISTING ZONING: MDR SEThACK REQUIREMENTS: REQUIRED: FRONT: 25' (MIN) SIDE: 5' (MIN) REAR: 10' (MIN) ~)ETBACK DEVIATIONS: * R~duction of the front (west) setback along Lawson Road from 25 ft to 14 ft (to building). . ,",c JU'J'l'lon of the front (west) setback along Lawson Road from 25 ft to 10ft (to pavement). . rte....uction of the front (east) setback along Lawson Road from 25 ft to 7 ft (to patios). · Reduction of the front (east) setback along Lawson Road from 25 ft to 11 ft (to building). · Heduction of the front (east) setback along Lawson Road from 25 ft to 10 ft (to pavement). " Reduction of the front (north) setback along Blackbum Street from 25 ft to 8 ft (to pavement). PROPOSED: FRONT: 25' (MIN) 5' REAR: 10' (MIN) LAN[j3~,APE BUFFER: REQUIRED: 10' (MIN) PROPOSED: 10' (MIN) l,~NDSCAPE BUFFER DEVIATIONS: .. -~~duction to the landscape buffer from 10 ft to 7 ft (to patios) along east side of Lawson Road. Ileduction to the landscape buffer from 10 ft to 6 ft (to pavement) along west side of Lawson Road. " .:l\.;l Jction to the landscape buffer from 10ft to 8 ft (to pavement) along north side of Blackbum Street. MAXI'AUloA BUILDING HEIGHT: ;.'::QjIRED = 30'-40' PROPOSED = 23' ISR: REOU!RED = 0.75 PROPOSED = 0.50 \ F.A.R. = N/ A PROPERTY CALCULATIONS: OUTP/,RCEL PERVIOUS lMPERVIOUS OUTPARCEL TOTAL = (15%) (85%) (100%) (2.027 AC.) = 13,245 S.F. = 75,055 S.F. 88,300 S.F. 8ESIDENTIAL BUILDINGS = PAVT. & S/W = TOTAL IMPERVIOUS = PE~\fIOUS = RESIDENTIAL TOTAL = (9.08 AC.) (2.39 AC.) (11.47 AC.) (12.88 AC.) (24.35 AC.) 395,733 S.F. 104,040 S.F. 499,773 S.F. 561,230 S.F. 1,061,003 S.F. (37.29%) (9.81 %) ( 47.1 0%) (52.90%) (1 00%) R,O. W. TO BE VACATED (INCLUDED IN RESIDENTIAL CALCS.) = 15,214 S.F. (0.349 AC.) OUTPARCEL & RESIDENTIAL = TOTAL SITE PERV:OUS = 13,245 + 561,230 = IMPERVIOUS = 75,055 + 499,773 = TOTAL SITE = 88,300 + 1,061,003 = 574,475 S.F. (13.188 AC.) (49.98%) 574,828 S.F. (13.169 AC.) (50.02%) 1,149,303 S.F. (26.384 AC.) (100%) Oe.lSITY CALCULATIONS: ALL(;',vED: 15 UNITS PER AC. ALLOWED TOTAL USABLE AREA = 20.35 AC. PROVIDED: 281 UNITS PROVIDED 15 x 20.35 AC. = 305 UNITS 281 / 20.35 AC. = 13.81 UNITS PER AC. PARKING CALCULATIONS: 1.5 PARKING SPACE PER UNIT. (281 UNITS) x (1.5) = 422 SPACES REQUIRED HANDICAPPED SPACES REQUIRED: 9 SPACES STANDARD SPACES (9'x 19') HANDICAPPED SPACES (12'x 19') TOTAL PARKING SPACES REQUIRED 413 9 422 PROVIDED 492 10 502 502 PARKING SPACES/ 281 UNITS = 1.79 SPACES PER UNIT FLOOD ZONE: THIS PROPERTY LIES IN FLOOD ZONE "X", AS PER FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE RATE MAP; COMMUNITY PANEL No. 121 03C0126G, DATED SEPTEMBER 3, 2003. TOWNHOME MANORS OF COUNTRYSIDE AEI JOB # 881-005 ". >- :rn C) 5: o o 0::: o U W 0::: o Jz I I Q 'i , II-- I I' I' 0.. k 15~~ Ul) UU ~ o ::I: co ~ w o -==- en >- cc: ~ z => o (.) 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(/) Q) E: 111 c: :... c:: 111 ~ o o ... ::J C ... :z <C ....J Cb w ~ -- en -==:!I ....J <( a: lU.J > o 2 C) ~ o o cr: o u w cr: >- IT) , i 1 1 , +-~ . 18' 15,6' 15,6' 18' rTTTi ..j. !.- \ , q ) /- BLOCK # ~(j) # D l' r I '. r . , I ! : ~I I BL~CK :i~ 1- :f- !o.. i 02 , u VJ .W 10 1 I ,I BLOCK )!::.~!.l~?:1.:-crl~'zm-.'.n"~ z o f- U =:J cr: f- VJ Z o U ~~--:?:.~::~.~.~.::........~ 'in Lf"i to PROPOSED LOT LINE N en II ' 1 2 3 4 ~ LOT! '1 , I I I 1 1 2 3 ~\: ' ~LOT # 4 5 6 rYY ,'.i: D I i -.J <C Z LL - - -- - -------- --- - - --- -------------. . ! 1 I I TYPICAL LOT LAYOUT TYPICAL LOT LAYOUT FOR BLOCKS 48-51 : W f- j<C '0 I D -- NTS I I \ I t I PROPOSED INGRESS/ EGRESS_COMMO'^,lA_ _ _ __ -COMMON AREA. __ _ _ COMMON AREC PROPOSED_LO~ LlNES~ COMMON -iREA' ..1 ~ _'-.: ,._ _ _._ __ _..__ __ . " ". " ". "i - - -i " ." r - - - i ". ." ~ - -~ " . I . "I " & ~ 8.. ~ g.. I .. g.. I .. & 8..:~ r; :.. 8 ~.. I .. ICO~ON A:": ~ : C~MON A~A · I ~~~ CI) I : C~MM~N A~E: j ~ I: ~ !CO~ON A:" 1 ~ i' CO~MON A~A · i~~~ ~ · C~MO~ A:: I ~ : ~ \ II ~ · 1 I I . ": _ ". .: I ~ ~ i ~ I "6 6": 'E I. · I . · I :S I". .": ~ n :S I . . : . "i:s : ~: ~OPOSED INGRESS/ I EXISTING BURROW PIf ~ . : ' ~ .. I ~ .. ~ ?.. ~~ gs N I ..? ~.. I (If) I @ ~.. I ~ I"? ~.. _ Mg: 2S It) I ..? ~.. CO I COMMON AREA 1 DR;?Nr;~~ ~:~L~~~~N~ I ~o ~ I \ _ (0 _ ..:. .J IL, ~ _8_, _ _8_ __" I ~,_ u 0_ _ _@ _ ,~ I I@"II"@@"II"@'@"\II.II n _ _ ""'" '" _ _ _ _u __ _ _ _ ...J L _ _COMM6N ~E~ _ .J L _ _ COMMON AREA _ __ _ _COMM~ AREA _ _ .-J , PROPOSED 15' , lfl~ 1-i3 .. g I \ _ _ _ _ _ _ _ ~PROPOSED~~ UTIL~Y~ASEMENT _ _ _ _ _ _ _ --/UTI~~EASEME~T_ _ PROPOSED~~ UTIL~Y~ASE~ENT~ Dc:::;;; .. l:: I - - I - - COMMON AREA l~+~~6 COMMO,N AREA ~ COMMON AREA If'; COMMON AREA -~ COMMON AREA 11+ 8 ~ I "@II\l'\ o I~ - I, - I I I - - I I - - II I I - I I - - ~ I ~w ~ I COMMON AREA II l,'::"-l : "'- I- I" I! i I! .. I I I ~ "~I .. I! 'I .. I ~ ~ ~ I.. ~ g" I I I ~ "~I .. ~ I g" I ~ ,~ I" ~ ~.. I I I Dc: ~ I I I · : ~ S~ :: ~ ~: \1 : ~ ~ ~ II : ~, :: ~ ~ ~ II: ~ ~:::: ~ ~ ~ i : ~ ~ :11 ~ ~ ~ 'I: ~ ~: i: : ~ ~ II : ; ~ I : a;~ l@ ~ 6~ c '''I<''@~z - -~ ak,,,,'oz-; '-':~~!QOZ _ "le,," ~ - ..1, '@':I I ?: ~ ~ I COMMON AREA 0 lfl W COMMON AREA I 0 (f) W COMMON AREA I 0 lfl ~ COMMON AREA 0 lfl W COMMON AREA 0>-' ::< W 0 <l: 1:3' ~ 1:':/ ~ '<Y 0 <l: I I W(f) I W(f)o I I 1 IWlfl I I lflo I II I 0.1- .. ~ 'I I,' I I I ::Hl:: 1 I, 1 ::<~:' 'I~~' , I::<~I I I ,~~i I I <l: I I I eJ ~~ u~ I \, Ilfl W ~ , l!! co 8 ~ <t lfl W :i 8 ~ <t: I : 0 ~ I 'o!!Y I, 2 3 4 5 5 7 8 8 <l: 1 2 I 3 '4 ~ <l: , ~ ~ ";; 0 <l: , 2 3 4 5 8 7 8 ~ <l: , 2 3 4 5 tI 7 8 0 <l: 1 2 3 4 ~ I lfl W ~ - - I 22 Dc: Z I & .... I 0. 0 Z I - I I 22 0 Z I - - I 0. 0 ~ I I' Dc: i= ILL ' ~' , U I , I U I I. I :u I I I I: I':u i : I I I <l: COMMO,,"EA D~~ : l : l : ~ : ! , ~ · ~ : ! , l : ~ :! !: ~ : ~ '! l : I: : ~ ~ \ e~~~~N_ i'- - - L .- ~ - - LPR~POSlD~N~RESS~FCR~SS UTIL:Y~D;AINAGE;ASEMEN~ ~" ~ ~ ~ - - - ~~I~iT~S~:~EN~ I : , =~ - be I --" -rf=c - ~ - - ,"OMMON AREAr+- - I ;:;TiT=~-:-COMMO~AR,^ . _..._..._ - _.. _COMMONARE.A - COMMON AREA-- - COMMON ARlA - -- - - -- - - - - - - - -- - .- - - - -- - - -- - - - - --- - T - -=-l - - -.I : I - -- - .- -PR~POSED5~S/W FASEMCN~- - - -- - - - - - T LAWSON ROAD. DEDICATED TO ellY OF eLEARWAflR . , I ::: ; : : : ; : I I PROPOSED IS' I ,-- -,uBLOCK.~\l,\--II'ICOM~6NAREAlI', .I IL~: L@_.-1"@'I\' UTILITY EASEMENT~I. I h IO'Y r- L.- _-I- i . ~ ' 2 3 4' 5 5 I'" I (/J I I ~~ I I I ~ .. ~ I,. : _ : 6 "I · ~a " j~1 I PROPOSED INGRE~;S .. I I ~ I l:: .. I t- W ~ .. ~I ...... I ~ ... I. "'-w I : ~ D'~~~~~S E~~I~~;I:JT co@, 116 ~~M 'I' I I@"I U) ~ t5 I .. ~ ~pll' I o I COMMON AREA i · COMMON AREA 0 ;;: co ~ , ". II I I~I I Is::,~~ co@II:' txJ z -~~~ -,-,-,1 I': I 18: ~: ~ "I;; ~~ I COMMO,^R" , I I c: : ~ ~ . BLbcK ~@ : :' .. ~ : 1 : ~ \ I ~ :: ~ ~ : .. I! 1 1 I :D [--'__u~..J~1 ~:I: ~ ! 1 :~ "~"^RE~I : l :: ! = l2n~ _A ~E~ (,COMMON AREAl ~ ! i-r~-= ==-~=- LMMON AR"~ I --I 16<l:' '.2314 5,sl I' .. ~ I I~ I I I ~ ~~ ._"lc,@ L__Jco,:o~^~J : i! : I 1m W I \ I --I ~ I 10 I I~ I I 1 ~ I I~ FUTURE I I ~ I 10 OUTPARCEL. 18 I I I~ Dc: I i~: I I J ~ \ I I I I' I 1 I L1u_uL q_U_ u___ _, _u_, _u_ ~ I NTS : ci . z C) z ..q- f= o f- I .2 L!) ES 0.. cD L!) o CD ,:::::L 0 <r: f-- I ,C) ,~ t: ~ (, co co i' D 10 cD 0,.: II " 0::::< o~n .......LL 25 ~ZN <l:QI- UJI OUlCJ '='~ii' 0..0::>- OWn. Un.O u ~(5o l- I- I- ' o-u z~~ >-1-0 <l:::Jz ::<oii' Ul2:W ~~~ ii'oi3 wZ wc;::w t:joQ IO> I-::<<l: (J) >- n cr: to <C z .2 -.J W cr: 0.. o W (/J (/J o aJ 0:: 0 ::<w Z w~ z ~-CJo ~~F= owo::<l: w wN ZOwii' CJwzo D tnEji32: (/Jl-z::J Ult-')w<l: '::J8QLL ~o::~o 6 o <l: ~ LL ::J>-- <l: <l:aJ U 0 > LL W ~ =:J w VJ u UJ ~ C) C) ('.J UJ ~ -1 ::> J \ \ \ \ \ \ \ ) ( I- o Z PROPOSED INGRESS/ EGRESS UTILlTY,~ DRAINAGE EASEMENT ~ CJ) ~ ~ <ll <ll <ll 'S: .S: g> tl'll!,j ~- ~ .~ ~ :::: <ll ~ E: .... ::::: I-.:: C ,~ CJ) ::.; ~~ ::::: ::::: CJ) ~..... Q.., '> <ll ..... ..... ~..c:: <ll '> <ll~ .S: tl'l<ll ~~ '> :-:::: CJ) .~ 'tl (.) ~ : ....: -...I (.,j Q; " ~.~ c:: ::... c:: III ~ Cl tl .... :J o \. \ \ ) I I I I t:... ' , III \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ PROPOSED 15' UTILITY EASEMENT ~ \ en UU :E o :I: (/) i (/) ~ -0 o ~ ..-\ ~ o ~ LEGAL DESCRIPTION: CCJ ~ A PORTION OF LOTS 10, 11 AND 12 AND THE VACATED BLACKBURN STREET, ALL OF BLACKBURNS SUBDIVISION AS RECORDED IN PLAT BOOK 24. PAGE 62 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, LYING IN SECTION 6, TOWNSHIP 29 SOUTH, RANGE 16 EAST AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE EAST 1/4 CORNER OF SAID SECTION 6; THENCE ALONG THE SOUTHERLY BOUNDARY OF THE NORTHEAST 1/4 OF SAID SECTION 6, S,89'50'20"W" 720,07 FEET; THENCE ALONG THE SOUTHERLY EXTENSION OF THE WESTERLY RIGHT -OF ~ WAY LINE OF LAWSON ROAD, N.01'02'38"E., 350,55 FEET TO THE POINT OF BEGINNING; THENCE N,89'46'13"W,. 86,05 FEET; THENCE S.00'08'34"W., 98,46 FEET; THENCE S,70'33'16"W" 31,84 FEET; THENCE N,OO'OS' 34"E" 1 06,14 FEET; THENCE S,70'33'26"W" 81,31 FEET; THENCE N.67'59' 30"W" 37.76 FEET; THENCE S.70'33'26"W" 171,85 FEET; THENCE ALONG THE EASTERLY LINE OF A FLORIDA POWER PARCEL, N.01'12'28"E., 1,349,16 FEET; THENCE N.89'46'13"W., 0,91 FEET; THENCE CONTINUE ALONG SAID EASTERLY LINE, N,01'10'17"E" 1,035,13 FEET: THENCE ALONG A LINE 12,50 FEET SOUTH OF AND PARALLEL WITH THE NORTHERLY BOUNDARY OF SAID SECTION 6, S,89'46'13"E,. 443,18 FEET; THENCE S,01'02'38"W" 5,50 FEET; THENCE ALONG A LINE 18,00 FEET SOUTH OF AND PARALLEL WITH SAID NORTHERLY BOUNDARY OF SECTION 6, S,89'46'13"E., 559.97 FEET; THENCE ALONG THE WESTERLY RIGHT-OF-WAY LINE OF U.S, HIGHWAY 19 NORTH (STATE ROAD NUMBER 55), S,Ol'02'38"W,. 269.00 FEET; THENCE ALONG THE SOUTHERL Y LINE OF LOT 10 OF SAID BLACKBURN SUBDIVISION N,89'46'13"W" 559.97 FEET; THENCE ALONG THE EASTERLY LINE OF SAID LOT 1 0 , N,Ol'02' 38"E" 254,00 FEET; THENCE ~~,89'46'13"W" 60,01 FEET; THENCE ALONG THE WESTERLY RIGHT-OF - WAY LINE OF LAWSON ROAD, S,Ol'02'38"W" 2,289.43 FEET TO THE POINT OF BEGINNING, W /0 ~ en >- 0:: iF=== Z :::> o () lL. o en c::: o :z <: ~ <( C - Clf: o .....J !U... CONTAINING 24,2115 ACRES, MORE OR LESS. I I i , , i TOGETHER WITH: I' I, :: LOT 6, BLACKBURN'S SUBDIVISION AS RECORDED IN PLAT BOOK 24, PAGE 62 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, LESS THE EASTERLY 250,00 FEET THEREOF AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: ~ <( -J a.., >- a::: <( :z - ~ - ....JI W cc: a.., COMMENCE AT THE EAST 1/4 CORNER OF SECTION 6, TOWNSHIP 29 SOUTH, RANGE 16 EAST; THENCE ALONG THE SOU THERL Y BOUNDARY OF THE NORTHEAST 1/4 OF SAID SECTION 6, S,89'50'20"W" 660,06 FEET; THENCE N.01'02'38"E., 1,366,98 FEET TO THE SOUTHWEST CORNER OF SAID LOT 6 AND THE POINT OF BEGINNING; THENCE CONTINUE ALONG SAID LINE, N.01'02'38"E" 258,00 FEET; THENCE S,89'46'13"E" 309.94 FEET; THENCE S,01'02'38"W" 256.94 FEET; THENCE N,89'57'59"W" 309,96 FEET TO THE POINT OF BEGINNING, ... roc: w II-- <( 3: a: <( w --.JI (.) u.. o >- ffi- - () I I I I I I L ___________ .. _ _____________ ___ __ _______ __+ U.S.H~IGHWA!_1~~~____u __ .________________u_______ _ ___;______ _ ___ i ------- - l : uJ CONTAINING 1.8318 ACRES, MORE OR LESS, , E !! l ~ ~ ; Pi ~ ;::: ~ ~ ~ .! ~ ~ t Q. ~ ~I ~ I Ii i tJ w a a: 9= :;.: w :2E o ::I: Z 3: o !r- S H E E T 2A N o 6 9 a ,~ l ~ _.. '\ P.P;#',n ~-3- MA TCHLINE A-A D ~ Cl Cl 0::: o U W 0::: >- lD I- I I 210 I I I I I I I I I I ...... ..--.... --......-....-- SIGN LEGEND SEE SHEET 4 SITE LEGEND NO R1-1 R3-1 R3-7 R5-1 R6-1 TEXT OR SYMBOL STOP NO RIGHT TURN LEFT LANE MUST TURN LEFT DO NOT ENTER ONE WAY I \ ) I ' SIZE 30"x30" 24"x24" 30"x30" 30"x30" 36"x12" " o 6 EEB HANDICAP PARKING PROPOSED DRAINAGE INLET PROPOSED CURB SITE BOUNDARY LINE CENTER LINE OF ROAD RIGHT-OF-WAY EXISTING EDGE OF PAVEMENT WETLAND JURISDICTIONAL LINE PROPOSED 6' HIGH PVC FENCE " z o F D- O::: U V> W Cl z o F U ::J ~ V> Z o u ALL SIGNS SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 2 3 I 4 U~ITS I 5,690' S.F. I BL,CK t @ 2 3 I 4 U~ITS I 10' 5,690 S.F. I BL,CK t @ N It) 11.6' et::(f) wet:: s:W oS: (LO f- o 20' STRIPING NOTES 10' LANDSCAPE BUFFER I I I I I I I I I I I I I I I I IT,S. 1"'- I I I 11.7' TYPICAL PARKING SPACE SHALL BE STRIPED WITH A 4 n WHIlE STRIPE. SEE DETAILS FOR HANDICAP PARKING. x ,---, I I I I I I L___-1 I BLfCK r 8) 10' 4 UNITS 15,;9~ ;.F1 I BLfCK r @ 4 UNITS 15,;9~ ;.F1 0' 40' ~ I SCALE: 1" = 80' I :j I 20' a::W>-Vl-OZVl PROPOSED CONCRETE PAVEMENT . 10' D Z 0: L{) ~ 1= t:l 0 0 ~ 0::1 en .. (I] ~ ~ 0 L{)I 0::: ....., >- < <:{ I- I W ~"""lDC>~-:l=-=...... ...... D- ICO~ -; Jo'~wJ- 0 ~o~ ~ 0:: !;{o (/) Cl a.. a.. Cl " 40' NOTE. PROPOSED ASPHALT PAVEMENT ALL UNUSED EXISTING DRIVEWAYS TO BE REMOVED. RIGHT-OF-WAY TO BE SODDED AND RESTORED TO EXISTING CONDITIONS. PROPOSED WETLAND MITIGATION AREA .' . -U o o ~ (0 INTERGRAl CURB c!c SIDEWALK (TYP) (SEE DETAil) TYP HC @ S/W R5' LF SF TYPICAL HANDICAP 10 PARKING SPACES SIDEWALK 5' RADIUS LINEAR FEET SQUARE FEET ~~i ~~..... aBle ~:i~ ~~. ' ~ ffi 0,', " .....i=' I . o U' , :z: i ~ ' , " ~a~' " cn;;m . , ~ IE z: ".j ~al5 ~!!;~ :I:8~ F2<C ~ ,~ ~ ~ ~m~ ~ /' ~z ~ :J "l5 ~ F W ~ a~~~ g: . tia~'~ 0 ~ .1 ~ flSmO;; -J " ~ ~o~~ ~ ,t-= ~It!~~ ~ h~~ ~ ..... F::J ~ e ~ LIGHTING NOTE 'k<1 "4" , i , , FOOT TYPE 'D' CURB (TYP) (SEE DETAil) SllE LIGHTING SHALL BE DIREClED AND SHIELDED FROM ADJACENT STREETS AND PROPERTIES. SllE LIGHTING POLES, FIXTURES, AND LOCATIONS SHALL BE APPROVED BY ECHELON PROPERTIES TO ASSURE CONSISlENCY WITH ADJACENT DEVELOPMENT. "',i ", ~ ~ '-., . ~ .~. i BIKE RACK ON 10'xa' CONC. PAD I I I 8 23.9' ~ \ \ NOTE. '\ 12.2' , ~ j ALL DIMENSIONS FOR DRIVE ISLE WIDTHS TAKEN FROM FACE OF CURB TO FACE OF CURB. I ,~ ~ u:: w ~ o 0.- ~ ~ Cb Cb Cb Cb .5: .5: ~ ~~ ~" .~ ~ :::: Cb ~ e: t-;;: ~ .t::: s: ~ c:: CbI.aJ c:: i CI) a:t .! .... ~~ Cb ~ Cboq: .5: ~~ I.aJ Cl:J (.) ~ CI) .~ ~ (j c:: Cl:J ...... I I 6' WIDE CROSSWALK Wi 12" WHITE (TYP) PER MUTCD N to to to I o,."..q- ~co~ to 1Il..q- ......... 3""~E (/)0,.....0 -u.......u ..'C .. . -uoxO> 0_ 0 r:: OLLLLa> 0:: .:o~ ~ 000 III .!) lC) . -LOl~ L 0 I ~ 8:r:0l~ oE~ 0- ,.,,0......... No..,..... N ,..... ....... ~ '\ _,."".", _'Il. ""Llno ~ ."" O'''''''on Of r__, , tlENERAL NOTES ,. f'u6/Io ._k cu1l_ _'In __ In ". pu/JlIo ,/flit", """",__ _,,11I _/do __ __,."..,,"'" _,.,/011 ".". to podMtr"'" .-. .,_ fIIW/ f..."",oo ,. ". pu/JlIo r/r1hI ", """ fIIW/ to _"". ,."..,,"'" _ on tIIQIIDM, _ QJr/Iod _''''00 """ ._. fIIW/ _ ,,_ _ru.. fa ,.. cu1l_ _ ",.,,_ "'__ fIIW/",_ _.. ____ f'rtrl""cu1l ro""" _,._ to ". ,,.,,, ~_. _,//o,!lI5 fa_ cu1l_ ,.,.. _", __ ,,_._. _II,.. . -'''II _",,,.r.p,,,__._ _5. r. r". _"", _ on_"'" ", cu1l _ _, In .. _ In ". p/oM. ,. CUll _ """""11....", _/lOlI _ _""., In __"., ,./2 fIIW/..- ./opt _, In 0.02 or ,,.,,.,. r,..",,,,,, .,.,... _,,,., In __"., ,. rr. .""'11I:::.::.,..11I'", f*/NIrIon fllt1l''''oo __ ."11I",, .". -'-"1__ ~ for.'":: ;r.::. "f,.!"/::;.,n:;':.,,. """; == ,':: ;:/:,KJ,." ".,.rtfod for. ,1M of "__ .".,.. -,_ ,,"" ". ,..",,_,. for ..- ./opt _ In fully ..,. ". IOIn_ f_"". ..- ./opt _, In _/dod. ""'" """'"" ./opt ,. "", ,..",'rod to ._od 1l'/. I.."".. ..,.",._ "".,.. ". p"'" -rry " ,,-, ,.."".. ~. :.: '":.:.,,'":, ~::::"'" ~:=::. ":l:. ~"-:';"'-_~In "':': ::'" ,.,..,,1/1I cu1l_ _ In _", __ __ .",., ~ _Ide ~_ _ f_ _".,.".,.", cu1l""""""""" to ". _,k. ,___ for ~_ .. no' ,..",',od ", cu1l _ for 11._"""""'" '"'""" r.l!I' F1 Edgo Of~. ......,'" ., , cb 10 TnIII1IIfod_ o 0 u 6"s" 001ll11' 000 000 ~--r- I~ ' -r T1fJNCA TED DOllE "- "- '-...: " - ---0 , ---0 o ~I:=: (f?~t woll ~. 1 en LU ~ o :J: 230.00' /1'....... i \ " PLAN Yra All SIdewalk Curb Ra/rp& ShtJlI Have DetflCllab/e WarnIng Surface& That Extend The Full WIdth Of The RtJIIf) And In the Dlrectlan Of TroNel24 Inches (610 11Im) From The Book Of Curb. <C o (L o ~ LL Q C /' Ol~ a:, I ZI 01 en I~ .~ Cl I ...., aiRS RAMP DETECTABLE WARNING ~~', ~"..~...~ V~...v'", >...;, ..... ~J '~w ..''1> ~" ."'(" .,j.\\>{l1,#" ~ ~ ~ v 15:'....', 'J.~ ~ <",,'::::::':.::~, ;' ..... ............,.....~ .~~.,. ~ -'D~.r~-t,"" ~ .~:;;-. ~~.... ~~~~~~'" ~~&~ '~oS'>.. ""~ ''''..0 .1', -+ !l. CUll _ do_, __"" __ _"'- ". full,,_ ", ". _ fIIW/ In ". dlrod"", ", _/~' f_ ". _ of _ _ """'" ""'_ _/In __ .-"". -_ ".".""._ """U.S.~"'_ A.O.A. _For _"".000". A,D.A. _""'111 1Iu/do1_. Sod"", ~,zu.,_" _ -. ,.n). T,..""",.,.,....."., fa ",.. dO_, """"" Qj f- -----;- \ ' \ \~' \ \~\ \ / \ PI'. 6. Un,_.",.,._ .'1<<1 .." In ". p/oM. ". _ _ ...../'" ""'_ _, In ..._ ,. ......- ,,"" Sod"", :J!lI"'''' :;-., ~I..., 1:0 ~ ...: U Q) ~ ~ to.' ... ~ ~ ~~ ~ Ii ~ Ui ~ Cll l4i i c:: )", c:: III ~ o u ~ o 7. .".,.. . cu1l _ ,. _ """,. ."11I",,..... cu1l ond .,., lIIIIVor ._k. ". ."11I",, cu1l or cu1l fIIW/ .,., _, In __ /0 ". -)oJ"''''''''' ". cu1l "."".,,_ or III ". ...,.", _ no -'''II _ ", cu1l or cu1l _ IJI/tOr ,. ,- "., 5' ","". T7Io ."11I,,,, ._'k _" In __ to ". _ }oint".,.". ". "."".,,"'" ./opt or ".,Ik ....."" or to ". ._, _ no .-1.'", _"", ",._ ,. '--""'"", 8. Al/IhtI-_III_~.. forrof~(p/oM."""""..Io.)' 9. f'u6/Io _'k cu1l _ .. to In pltld for .. fol_. ,.,..._ '_.._"""'" ._ru.._,* -,ond._ _.. /0 bo pltld fOr.- ". ..._ un"",1oo for S_k _. ( _' ThIrIt '. sr. CUIl".""."____.. to In pltld fOrundO'Mo_ un"",1oo for ". "....", cu1l. ".,. CUll """"", 1 7)po _,. IF or CUll _ IIu/for """"". (7)po _,. IF. ~.: ::::::: !:""",I/oe ~"':. r::w-,J::::: :::''':'-'''':;:::'''';1 C. f,.,.,.. _I In ,::.J::',. ". _ unll",1oo fOr... cu1l. cu1l _ IJI/tOr lIIIIVor ._k ,-,,"Iy. ~ ~ , ~ "t>~ ~~~~ 7' For IJN:f( /IF S1DEWAUC aJIl8 011 8//I'1'EII T/lANS/T/D/IS AntI For RAMP AIIo SlDE't/AUC CVIltJ OI'r/llllS S.. Shoot~. DESI9N NOTES I. r"..."",,..,,,_In__',."'_IdO.dart.....I,,,,,.___ ". _. --"" ""'_ - Mo ~ t1II4/nf ""'_. .".,.. 1I/QfIoMt_"" ""'_.. ..._ or.. __,,"" ..","',. __"., _ e_r Port_ e_ _ I. ......- ,,"" SIIt1I"'" _ of ". :;-., SpooIf/o<Jt_, ". p/oM _ _/do fOr _. ....."" ""'_ .Ion or ..","',. _ _/dO ". .-., ..._.._ dart-on-11gh/ or 'Igh/-on-dart. : I I : I I ~I I : I I : I ~, : I I :~ r"""r ........ 7' LANDSCAPE BUFFER wi 6' HIGH PVC FENCE rllln.l'uJl H."", CUll ."." c.-M 1Itri"". Aro R.."rod, ""'" ,.". _1'01' .""'" c.-a UrIIfo AntI /'tn""."" T7Io PruJ- . e_k AI",.." CONSTRUCT ALUMINUM HANDRAil PER FOOT INDEX 1870 . UNEAR SlDEWALJ( fWlPS eTATE OF FLORIDA DEPARTMENT OF TR"NIIPORTATION tj1 ;/'/ ~ 1 //0,.. A port"'" of.... or""" _ lOlIY ._ """/do ". roltlm. PUBUC SIDEWALK alRB RAMPS w c - en >- cr:: I- :z: ::) o (.) LL. o en cr:: o z e( :E w :E o ::J: Z 3= o I- . c.-M ,,_ ond~"'" WIrJ. _ fIIIIff.,. III _. No. "lfof _ "__ M.",.. D.t.. Appro....d B, TYPICAL PLACEMENT OF PUBUC SIDEWALl( CURB RAMPS AT alRBED RETURNS I .1 J 1 I , I 1 I ~_J _ :,-- --- . ~,. /-. -- -- -- ,,/ '/ y -?' ........ " ..- ,:;r T,S....- :.-' ~ \ --- \ \ \ \ \ ~ \ \ ~ ..-c~~ '\ ........ -< 't-S./. \ .-- " -- ..-' - \ -' :':.-.-J........ _<-;~ ..J _<,,;"~ J~_- .;<.~,:~V- ................- ................ ,~'m' ................ , '........ N_ /s~--:-:-:.'~................ ................'........ ~r,s, '/,,, ........ ~..-/" V~H ~ .,,- ........ v ........ ........ ........ D.."nlll I, IUTT lll/U Dr..~ I, IIIlI' JIl/" C....k.. I, .JVC Jlllf' Of .. " ~ ".., /;;,'5' 304 e( C - cr:: o ...J LL. L ~ V7-/}1 V >- ~ 1/ ~ ~ /1 r f-O j V (/) g /j I 0 lD /1 (' ~ ~ ~-LL~ I I I I I I ( I I I s r I ~__-.J rs. , - ~'\\\ \ \ \ \ \ \ \ \ \ ------ - \ \........\- ~ \~Y- r HANOICAPPfD SIGN / SEE INDEX NO, 118 ... cr:: W l- e( 3= cr:: e( W ...J (.) LL. o >- I- - (.) 7' LANDSCAPE BUFFER WI 6' HIGH PVC FENCE ------- z e( ...J a.. W I- - en R_ DOMl CONC, WAll< SEE ,NiiEi'NO, 108 CONC, WAll< , .. , , ;~~(~)8UJE 'I S' lllOE l1lAFFlC WIllE S1lllPE (TYPICAl) ........ ~ :~f~ ........ ) ~ l 't NOTE: Concrete to be 3.000 psi , ~ " -i 1 r 2-1/2' mln -i r 2' mln . N "- 'I N 1 ~ ~ ;.; ~ :f r::: ..:~ ~ I $::~ ~ 'I Ii) ~ .;.;.:. :.:.:. ~ :i1 f NOTE: All pavement markIngs to be thermoplastic. -1 ~t~ M 2" (TYPICAl) ~ '- . ~ ~ '? l ~ t IL ~ ~I ~ ~ ~ I ti w ~ ~ :;.: IT-O" ~o~o 90\t\1 13 Bar T)'Plcal 13 Bar T)'Plcal ~ ---- t4ANDICAFFED STALL DETAIL TYPE A TYPE C - ~ ..tst.1 SU" CITY Of' CLEARWATER, f'LORIDA PUBUC WORKS ADt.lINISTRATION ENGINEERING CITY Of' CLEARWATER. f'LORIDA PUBUC WORKS ADIolINISTRATION ENGINEERING - ~ ~W14 BY CHECl(EI) BY ".Q, _, DClGNED BY DAlE ~88 IItD[)( NO, 118 1CJf'2 ~=BY QlEO<EI) BY G.loB. N'f', IlESGlED BY R.C.S, DAlE 7 2 INIlEX NO. 117 1 Of 1 S H E E T N o T'tPICAI. SINGlE HANDICAPPED STALL ........ WHEEL STOPS REINFORCED CONCRETE ~ REV, DAlE llDCM'lION 3 REV, DAlE llDCRIPlION ........ ........ ~ 1 1 I 1 1 BLfCK r @ 20' -I BLfCK r @ 20' 1 BLfCK r @ \..,~ ./1 I ilL' 6~ fII _ _ 1mB.. _ _.... _ _.... - - 1'_" - - IIIIPlJMIfS- -.. ftIllllllJ - - ItIlIIJIIUJIW'IlrlS_.1IIII - ..!III'lltJNfIftIf.. ~~II.... 1l!lJll._" ..:.. . -.... - -.... - -.... - -.... - -.... - - 1mB.. _ _.... _ _ 1mB.... _.... _........_ C L I N E B B 1 1 10,930 S.A. 1 I 15,69(1) S.F~ 15,69(1) S.F~ ~ ~. I I -g ~ MATH - I ~1~3.:.1 5 ~ 8n ;,1 ~ ~ ;,1 ~ ~ ~.:.~~ I'. r.s. I : ; I SEE SHEET 5 : ~~ I.' r.'" ...... 1,1 ..,."..' '.,' . Iii ..,." ,'.,' I L.f~~~~j II r.s,..- I INIDlGllAL CURB ole ____ j~1 '. . . ~:... 8 =; .,,; '- - -' B>;' ..: ..: ,;,,; t - ~ = .:... 8:'..;. - ~ -; ~ -''':' ::.:.:.. 21.2' L ""_. I I" .) : I SIDEWALK (TYP)----111:x "" _ I e-- _ ,~ ....!!l!!..' J;!. I ' (SEE DETAil) ~~1 234' 149.5' 8' WIDE CR I ~ 8 s:- ! 1~.A . _. _ r .. u, -. ...!II 12- WHITE ('r't?) ,n t ge, , : 112~..j I. ~ .. .... . ~;:>>~.. N, .: N 1 I...:' l.l ll' '7' . 8' ll'; "'" ......... 9' "'" 110 ~ !fi: 9' 9 - ~ I [I,. . ~~~,-~:~. ~~!If:-:l~,~.~l-~~ .. '. ~.':.-~..:, -:-:~..-:-~.:=:,~.-- ~J~\ i 1,.1 : 1 <~'L:;JuPhi.' ,:".,1 -L..:.J 1 fi 'I ~ I 26' /~'L:;JJ+d:. . ;:~ t.l+d :J /', I I .' ~ ~ ~ .' S""""' _LJ[J;IJ' ~;...." ~~. .;.;. _~: ,L.P, : ! I 1 I: u~i~s I 4": 2rJ '1 I: U~l~ I 4 .; 10" 1 I: U~I~S I 4 ~ .. 1 I: U~I~ I 4 ~ 10' .: : P'.o . 5,690' S.F. 5,690'IS.F..; 5,690' S.F. It) 5,690' S.F. I I 10~~,~N I 1 BL,CK t@ I BL'~K t@ . 1 BL,CK t @ 20' I BL,CK t @ : ~' W ~ L.L:J W LJ Lc::J 12J~' I: LW I Lc::J 1 ~ ~J~ 1 ~ 1 ~yt..::J .1 w_ ,: : 10.3' i I ~F;1 I~.. 8]1 ~-1 ~F;1 I ~ I hi ~-1 '1r'1 1 ~ I ~f ~s-l)127 1F;1 1 ~ 1 8]1 ~ r' ~ · N I 4B~t~~ f @ 20' I BLf~K f @ . ~~'5/ ~ ~ I BLfCK ~J I B~~CK f @ ( 11 15~ F~ 5~~PSF 11" 4 UNITS 20' 4 UNITS \. 116 I.-/. ~ 1 '2...1 3' I 4 ~ 1 1'2 3' j 4 . ~, 15,69~ S.Fj 15.69~ S.Fj '- U ' .m.,' .......r " c::3n.......r '\, ~ 1 2 3 4 "'!' 1 2 3 4 ;" I .:1\':,. ;~ rl(7:L "'/ ,; I ':''IJ I f:':I,' ,../ . - :, c::fln.......r ", c:3n.......r : I 8'~~ ~7~ 1 ~~ . -' = '~ ;..;~; . - 8,"=' - ~ .,,; ii- ~ 1 ~ ~Rll~l ~I '; I:,: g: :::= ~, =~ ~ ;' ::.. r:?:.' .. .S ~ I · / - ./ I ..... I'l1' J., - ..!!, rtP 22Jll' 1 Lv-.::'ioJ - / 1-49.5' ~ 1 - 1''''..-:- .... .. I . .1p IIiII' v. ,Ill' ~ OJ rnw 10@j ~'iaJ' J I - ~ - - _ ~ _ _ I 1/t23Y ~ - """"- ~ MAlll<tOSK----- y~" g' ~7 Os B' g' "~6 ~ I ~k' ft' - - ....... - I ---r ./ c:. ITW "'-:,..... ... . GI ,. ~ ... '6......... 9' II"" 'l ,'21 ~ I' .. - TYJ.l \J R1-1 'ND ,..?~ ~ B' . 1'. . . ~ ~.~ ==: = .= .. =:" ~ 7' ~ == = ~, =:0 ~ <=> :: I~ ==:0 <=> <=> ~ <== ~ ==:0 == . if'" ""IZ I, j "..'... :......, '.J 1:1 =' .' . .' , 7' LANDSCAPE BUFFER Ie....' :". ' :..., \" -: " . .. 20' . I 20' . 9.9' i,: ILWI~I:I~-.J LWI:I:I~ 'LLJII;~I:fl~' LJI:~:f~ 1 1 N 1 -I 'I 1 1- 1 -I 'I 1 "'~ - ---.J L 1- 1 _I - '\\.. 10' ~~'J-r:117Ln: L; I Cl,7Ln: L~ 1 r~ 1 -I 'I IT I ~ T I 'eJ ....."., ~ r-o:"I ~ I,,",,:, I '7":" I '7""""',: I I'\"""",.J : 4 UNITS 20' 4 UNITS :. t~1 ,',.1 I'," f.,'.1 t':l 1,".1 1',:1 r:.. , ~ I.. 1 F,~9~ ~,Fj _}. .. 1 15,~9~ ~.Fj 4. ' 1 . 10' I 4B~t~T: f @ 20' I 4B~t~~ f @ 10'. .z .i 1< .~~1~,~.~,;~er;:(~ . ~I ~r.r~ ~I F,~9n.Fj 4 L/ I =-=====-_ R1-1 9' 'b>> I TYP 7 .- - 10,,;,...1 . I I ,I g' 90s B' g' 'i' ~ A STOP BAR (TYP) . g ~3.6 'YP 0",;...1'" TYP ~ R1-1. ~~ .......... ~ ~ I . I == = 0:=. ==: =,11# =.. = =- == == = ~ '.~ 1"'="0 - 9' .~ 9' ~ ~I'-""""'" g' '.:.,..,6 I it' 'j; , . .:..".....'.~ Jt\ ":f ~ 'j'Y ~ ~ rYf ~ B' TYf ~, ~"'" ' ~, 6"1 ~1 2-UUIJ3"i. 4: ~ ~ur;:J.i ~. ,.====: ==~~ ~. . =.==::-~=-.~ !.~ " I 4 U~ITS I 20' 1 I: U~I~ I 4 ~ 10' 'r":'~' r~~:] --- / ~ ~~~~~5f~ : I 5,690' S.F. 5,690' S.F. ./ "1 2 :~;. 4~"1 2 :~,. 4;.! " / 40" 10.5' I I BL,CK t f23\ I BL,CK t r24' /~ I 4 U~ITS I 20' 1 4 U~ITS I 10 . : I 'eJ 'CJ I 5,690' S.F. 5.690' S.F. I I ~: ~ ~~ ('I~'-f~~~~<--)' . W I :~: f ~ W I :~:/ ~ : Q! 8fO' 10.5' ! I ~ I h I ~ I ~U~: I ~~O:I-@ 35~ 214' ~F;1 ~::J r-:TI I ~-1 ~Cl I ~ 18]1 ~ i ~! PP. I I 1 10,93P s.F.1. I I \ ~ ~ 1 BLfCK r@IBLfCKr@ 10' ~ : a: : ;x I '7 1 .. 2. 3 ,~" I 5 8, 7 8 , , ~;4 . \ \ · 10' 4 UNITS 20' 4 UNITS a" . I I 1 '; ~~ ' . -*:: ,c:Jn 4 ~ ~ \ 15,69(1) S.F~ 15,69(1) S.Fj ~ I Z I : 1 . . .1~1::~71 ,. ~'. ~ .11 "~ .. J.' " .. . ~ J (' 1 2 ,I 3 I 4 7 1 2.' 3 4 I 0 I I em."'::::....::.................... ,.......... "'"T ..... IIlIlII ~ ,A \, fIfln ~ ' c:8n _.r I ~" I I ~ 9 7'! B 9 'i' r--..... ../ I Pbm- f. I!I ~,..... .' I I] F::W-""', , V~ I ~)(J~D~E~~~~~. --r A r' rvF ~ . '149.5' rtI' '=-' V 1~-1 .:.:": ~ ,;", -; . - ~ ~ ..:. ~ .:.;. t;... - ~ I" : ~ ~ ~ ! I w - '" CONe. WHEEl STOP-J - I ~ _ ,n "....- ... W ... ; 24.2' T'tP) (SEE OETAlL).../ 149.5' I I I 172,-1 9' b'; B' . 9' 'i' ~.. - ~ - - 22J9' I I I 1~"~ I ryp ~... R1-1. "I" ~. tt. I I I ~ ) .... :- ~ """" ~ ==.... ..... . ~. =:'" ~ '"':" """" ..... k 9 ~ ~ ~ ~ 9' i .' ~ : l,,- - ) ~;,..,,~ 1 ;~.. I ::.,,'~ Ifl] ;;; ~... B 'o,J TYF rt 21;0 . K 1 71. I S""""' ~UUIJ i ,r-" _ur;:J' . ~ ~ ~ ...... := ~ ...... ":"'" ~ :=-. "':":" "':=. am:; 1 \ ~~" I 10' LANDSCAPE rr 1 1 2 J~ 3 I 4 - 1 2 3 4'" ,.....: ~ I,'j ~ J ~:;]II"]"~I \ll I ~BUFFER r,s."- ',: I 5~~6.1rF. 2rJ 15~~~lrF! 10'. 1 ~I ~I' ~"I ~I 81;;.JG=J-1''';'' 1 8 ~ 2Ii:v{v--{/p:r 11' ': .. I~L~CK f ~ I BL~CK f @ 1~9~~I~F. r\ 35.6\ ' i ~I~I~~:!W~ ~1Lc::J1L.:JIW==4 '.,11.1, II ~L~c~f~ '-i\~ : 11.1' I .1F'71 I ~ h I ~I r:1 n r:l ~ . I . L I W I S LJ -.L L.J L I ~ I ~ I I :~tl I BLfCK f@IBLfCKf@'I'; 110118]1 ~'I N 1F;1 1 ~ I 8]1 ~--l : : 1 20' 4 UNITS 4 UNITS ,,- / .. I I : I 15,69~ S.Fj 15,629~ S3.Fj 4' 10' I BLfCK r@20'IBLfCKr@1""" c. (' 1 2. 3 4 ~ 1. I 4 UNITS ~ 4 UNITS I. I I Ql rl'., ~ ~ ~ ~ 5,69 S.F ,69 S.F I I Oc: , t'::.:.:,:n .............,. '~.............l: . I I ~ I """" """" ..... <=I """" I~ = ,1IlIlII..... ~ ..... ~ ..... , c::fln.......r ,c::fln.......r I I ~ ~ 1~4 9' 9 ~ 8 9 6 ~.' I: 1 r-::I." ',..' .' I 1:1 (', :--ol'." ~ I .S MA TCHLINE A - A :' '"'5.,.. rtI' "-' .... rtP - ~. ~B~;_l = g.'-;; 1>0.....;.;.; ~ ;"';:;J::' ,;'-";' '. . " ~ l ~ . _ .. .. .. _ _ .. .. .. .. .. .. ..... ..... .. .......... _- ... _ IlLIIIIIIIIIII JIlIIIlJ 1I..'il[ IIIIIIIII ..~ ,... .- ~ ... _1_ .... ~ """"'"" - .. - .. .. ... - - - ... - - .. ... _ _ ... ... .. _ .. ... _ .. .. ... .. _ ... _ S E SHEET 3 :x 1.1 ~ 149.5' -- "" I I ,~ '-' I ,~ I ( Mp, '"' :;~\7 r~ Z E II' ~I 1_,1 I l,-n f""'\ 1 I I I I,.......,. '" MN~ KIOSK -,. I I ''/!:1 n: ~ - II >- ~ [D Cl Cl 0::: o U ~ o z o ~ ~ U U U) ::> l.LJ ~ ClU) Z o U 'I '-- o ..... s 0' 40' ~ I SCALE: 1" = 40' 80' I L.P, /- ............ /~-- i5' LANDSCAPE BUFFER Wi 6' HIGH PVC FFNCE,J 7" " '~ 6', ," ..,' 6 /'\' I >)5" T' .0-..J~,' ' " . . .. , I " 10:--" - ., .. ' ' ,12 nr 6' " 6'"wood fenc "," "".~ 8........."l.P.,~ ' . J "2.!l<f T.S,... "lII10" 6"4 ~6" "Ia" .1L-..,.....~. ~9' ~..~J.f:f----l.i 17;" 6 .. P.P'_':'.11'1~;.Q :~@ ~'~~~;~ ~-~~ ':: 5 UNitS 20' 6 UNITS 20' 4 UNITS I ,6" : I 7,113 S.F. I ~,32Q S.F1 1 j5,69Q S.IF1 7" _1121314 \ 5 ~1 21314,5 8 ~1 2.13 4 I : I :. ~~ITT -F '. r:f1n ctJn....s: . cr.:':Jn ~ I a" · ~': I 't'1'.'hl ~"";; '. . ['J 1"] 1'.:1 ~..:," I Idl":-:-""", ~;~. :-'~~~8~-'';'''~ ~ ~.;...t-: ii~~.:...-:.... ~-~~~...;~~;...= .17 ~i : 8' I - 1 - ~ ,MAIL KiOSl<-r; - ,- fa" ~ 7' LANDSCAPE BUFFER . . I,'. .. '- WI 6' HIGH PVC FENCE ~ "'" ~U) / ~ ' ,.L.. ~~ fa" ~ I lh ~..,...~ I F...... :I"~~ '~ 1 r:~" ~,_ ~ t--Ex.6'chainlinkfence R2a ~ 9':'" J ( " ":f: hI' ';J ~::-- ~ I- - - TRASH ENCLOSURE I I. r::1 ~~ CO ';,' n g, ,'; CO (() W U." CO \@) '"'" ~ U ~ u ' '~I ~ _ v '- - - I I -. ~ -= [~. R 19' . 2. 19'... - ~ J- 2~' , 19 '. - ~ ~ c.. / I 0.., n . "~ID~' 9 ~[JIO ~ ~ ~~. - - L I ! . 1- ~ ~ ~ : DIu ~ . - u: g:i- '11 ~,. - U) u.. ~ - I- - - I'.. ~ ~ . ',: ~ n D..:.....:, . ~ vi CD j ... II.......~: ~ vi ID '.P 11" (::) I.., ----Z 0- - t .- I. P"'I => 0- - ~~. '1>7" 'I => =>N 0 U' N ':l I . n. to ~ ('I) ... 0 n "'~.('I) to ~;, , '''d- ('I) to L ~ *1- __ I .' r- !XL- ,~.. D O:~ ~>:." ~ !Xl- ~ ~ !' :>':t~ rc:cr:l _I- __ I i 410 '': ~ I ;;a 4lUe-.J _ _~R 7 __ I \. - -- - f- U 0 · - =- - in: .. /; f)" ~~ __ : .1," / -:.' I _ r "'-.' 9.9' _ I., Lei ~ ~~__ ~. Y in :. fl ~ ". I':__,u~ .' _un' . ?'" /~' ' ---..~ -.!fJ ~'~ -- \ . , ',",,'. /~. .7 ~ ~~,...~. ~ ~.~ 1"---:- J. I- "pp~~"...r~, ,"'f=" ""'-P. '-..... '....,......" ...'Wm'w..'.. ..' rs _-. . I':. 16' pp,...... · . 'to . I . ---.... . .' .:a-]' , ~,.p, :--., .)~.~,.. . \..~ 'P . co ':-<~ )~. "~6.~ B/ ~ '., \ ")' l}4, ~.T f.- ~ JL, /1.8, ..-L: \ ... (0. ^" )/ ""-l.. C!El C!El --.--.-....---.... ... ~ ... ' , " \,-...., ..--~~ '-.-' ~ -'- ~ --' ,- , '~ ~----- .... ..-r,s, Jii" - - _ - - ...------ - BLACK BURN STREET ~ -----------~ ~ _ _ - - - - - - - ,--- --- ~O~\ '~ /.-r- .. ""..""" ...... 1Q~~'~:,...... ! ........,......, ,,( "". $""""""__..........'....' "N,', .. ,.. ""wnn"""' ,,""W ...',', ...,..........m" ..".............................. / ~9" ll::W>-Vl-OZVl ~ Z w~ ffi L() ~ f= g, (IJ ~ 8 I ~ I~;;":<(~~ I L() ffi ~, lD (!) ~ -:> ~ or- or- a.. ItD~ -:i c3~~l 0 ~o~ ~ 0: <(0 (/) 0 a... a... 0 ----l I ~ i I I l -+- ..', ~ ...',., .' I" , '.' .:',....., ~. r:>:':'<" I' . I 1 I T,S. 10' ... - ~~~ ~ ~ S ~~~ ~ ~ iP.1 ~ ~ EJ-l!;' ij.... I,aJI::I z ,- ~2~ ,z 0 ....J P.1~ ' ""Be F l.LJ it:~ "J &.I EJiSl~' 0::: ~i5o \. ',~ ~ t:I~ a.. ~i~ ~ "W D5lls 0 ~a~ J ~ ,O~~, ;i; 0::: ~~m ~ ?<<~ e ~.z . ~ ~~ c5 Cl ~EJ~ ~ ~ Ii: l.LJ ItIIi: IIJ r- F::> ~-8c ~ ~ U) :I: ~ U) , F::I< - ~ C:J : C:J , C"oJ I I ~1 =:1 :::>, J': . Z G) ... >- C . ::c CJ - ::c . o . ~ fI) fI) Q:i Q:i Cb Cb .5; .5; ~ ~~ ~Cii .~ ~ :::: Cb ~ E: t..;;;~ .1::: s ~ c:: Cti~ c:: i fI) a:t .! .... ~.c: Cb ~ Cboq: .5; ~~ ~~ :;:::fI) .~ 'i (j~ ..... N CD CD CD I ol")~ ~0Cl~ CD Ql ~,.... =31")~E (/)01'0 \).......0 ..,~ .. . \)OXOl o_oc: OlLlLQl o:.:o~ ~ 000 Ql .D It) , -"'Ol~ ... 0 I ~ c3IOl~ oE~ 0- 1")0,.... Na...1' N I' ....... en LIJ ::E o ~ m ~ cr::: w 5 o (l.. Q) f- ~:ai ~ ~:! ,',,,,;,,,, ~ ........... ..... ; ,', ~... r'\l.: ~ .S! ;:,:AN:-,: ~ CI) ~~'Ci~ I ~ ," ~ ..;:: :"'; e l.ij III l:: :.. ~";';;'; ~ 'hhm Q. jr ~ it c5 '\ ..,.,.,. , "; -,-, r- \ 'NO ,,/-:'~~: ~"."'''h.hnn''"".m " ~10" t t . 11 " ----- 230.00' ~ SIGN LEGEND NO R1-1 R3-1 R3-7 R5-1 R6-1 TEXT OR SYMBOL STOP NO RIGHT TURN LEFT LANE MUST TURN LEFT DO NOT ENTER ONE WAY SIZE 30"x30" 24"x24" 30"x30" 30"x30" 36"x12" <( o cr::: o --.J L w C - en > D: ~ Z :::> o (.) LL o en D: o z <C :E w :E o :J: Z 3= o ~ SITE LEGEND 6 Em HANDICAP PARKING <C c - D: o -I LL ALL SIGNS SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. PROPOSED DRAINAGE INLET PROPOSED CURB SITE BOUNDARY LINE STRIPING NOTES l~ CENTER LINE OF ROAD TYPICAL PARKING SPACE SHALL BE STRIPED WITH A 4" WHITE STRIPE. ... c:: w ~ <C 3= D: <C w -I (.) LL o > ~ - (.) RIGHT-OF-WAY z <C -I c.. W ~ - en ~10' EXISTING EDGE OF PAVEMENT SEE DETAILS FOR HANDICAP PARKING. WETLAND JURISDICTIONAL LINE PROPOSED 6' HIGH PVC FENCE x NOTE. I .; ': .'J I I ~ .:-. .~ .:.... . ,': ~,,:. . . .'~." .....:' ',";;:",;,,::;:;;;::',~:,:f:,;':,:H; PROPOSED CONCRETE PAVEMENT ALL UNUSED EXISTING DRIVEWAYS TO BE REMOVED. RIGHT-OF-WAY TO BE SODDED AND RESTORED TO EXISTING CONDITIONS. ) i l ~ i;j .;; ~ ;:: PROPOSED ASPHALT PAVEMENT PROPOSED WETLAND MITIGATION AREA LIGHTING NOTE TYP TYPICAL SITE LIGHTING SHALL BE DIRECTED AND SHIELDED FROM ADJACENT STREETS AND PROPERTIES. SITE LIGHTING POLES, FIXTURES, AND LOCATIONS SHALL BE APPROVED BY ECHELON PROPERTIES TO ASSURE CONSISTENCY WITH ADJACENT DEVELOPMENT. HC HANDICAP I ~ ':' " :E C/) l t c.. C/) LL ~I ~ I i i ti w ~ g, :i<: @ S/W 10 PARKING SPACES SIDEWALK R5' 5' RADIUS NOTE. LF LINEAR FEET ALL DIMENSIONS FOR DRIVE ISLE WIDTHS TAKEN FROM FACE OF CURB TO FACE OF CURB. i i I ~ I ~ 1III!!!Ml_..__........r SF SQUARE FEET 4 N o ) i l l:! ~ Co; ~ ;::: i <IjI u;> l:! 1II Iii l!: t 0.. 1II 1>.1 ~ i c5 ~ ~ I t- U w a ~ :ii u:: w 5= o D- 230.00' 1 -t- <C o u:: o --.J LL 7' LANDSCAPE BUFFER wi 6' HIGH PVC FENCE SEE SHEET 4 INTERGRAl CURB & 10' LANDSCAPE BUFFER wi 6' HIGH PVC FENCE 4" ...--.. 6' wo d fence ..-...,..-...-... _...--...~..._..._..,,..-..._. -^ I'P..._...~..._...-"'X. -A- A- ,_ _ _ _ - -.-.- -i~- -, F . . -, . toe of slope + . j I I I I I I I I ~I CLI 5:1 o LI L 01 (]] 1 9 c .- -+-JI (f) .xl WI I I I I I I I -eJ23 .'-.. I I I I I I I I I I I \ I I I I I I I I \ I I I ~I >,' ~ I o . E : b N 52' \\ \\ r @ ~ o ..I ID u:- ~vilO :z..O- ::::>", lX)~. o ~ b N @ CIl 0- o Iii ~ o 4 11'- 5 1 >I 10'~ tl ~ ~ ~ ~ ~ ~ 10' LANDSCAPE BUFFER wi 6' HIGH PVC FENCE "11"8" 8"11" 5~ ~ ~ .. L.P, .. ~P,p. "," I I 50' BLDG. SETBACK "x 4 4 <) I~' . : I I BLfCK i@ 6 UNITS j,;2i ~Fl ~I O' 2: ~ I ~. .~I . 5"7" . <<11 . . I : 7' 6" ~ . . 19.4' . 10" ~ 6"5" ~ 20' 2 3 4' I 4 U~ITS I 20' 5,690' S.F. I BL~CK t @ 1 I 2 ~3 I 4 . 4 U ITS 5,69 S.F. , 14.2 I BL~CK t @ ...,. ", : ,.. 13.2' L 1_1_1 ~ 2 · , ' ' '. '" I . L~ 1_ I _I ~ ~ II s 4"S"6" --6"6:'7'~ ~--Z) - ~ ~r""=... hed 8" ~ 8" ~ o I 1 I I I I I I . I ~ I ! i ~"~ I I ~ I . I c p,p,*, I ~ I I bl.... 1 ", L.F: ~ I /' ~ I : \ ~. \ I! -_: /: ~R-Y\ I ~P.~ \ , I I I : , I . . '-I fT1 (J1. "S"6" oJ-ro,<4- nO "'0 ~ 1~ f7\ V OUTP A.ReEL f;\ 88900 SF ~' . . (15% ~12" I MPERV.) 1'" ~ 7" ~ 8" 10" t) ~ 4" ~ 4" s" <) 9"12" ~ 11" ~ 4" 11" 7" <) ~ ~ 10" ~ ~ Woo .. J,o" ~ 54 55 10" 10" ~ ~ -II ~- .. - ---' ...~... 6' 'wood fence ' , , .- I ' I'-ll I I INTERGRAl CURB & SIDEWALK (TIP) ~" i (SEE DETAil) 10' LANDSCAPE BUFFER Wi 6' HIGH PVC FENCE I ..I ID ... o CIl o +' . u:- ~vilD :z..O- ::::>", CD~. o ~ 19" ~ " I ~ I I I --I I I I I I I I I I I I \ : \ I I )20 · I I dii I.. b N @ .- ..I en u.:: " .'. ID I- vi. -: ~~ . CO "'. ('I) ...JO. in N 10" ~ 1S"16" , ~ ' 4e of slope --."-" "- .' H - I I I I ~I I ,r!' I I I I I I - ..- T,S. ~ Ql I: I ~ II .!: l:x I ~ :1 in I: I :! I I' I~ I: I I I I ~ - ~ - ~ - ~ ':ot- ;., ai ~ . ", 7' I I I I I \ \ I I I - I I ~ , 4"' Ao.1 '" ~ , 6' LAl\flSCAPE -\ BUFFEh ) L L l ~,I', r- -- ; , ~ r -L ..- ~ ! FOOT TYPE '0' CURB (TYP: (SEE DETAil) I I I I I l f?~~ 3~ wood fence tIi5~~:~., \ I ~,y;:~~~;; ; I Q p>/r.s. I C, :~: ' I I Jp, I IT_~ #; IZI 101 len I \~I I ~ I c: '6 I C IT,s....- -5 ..I' I , wood fer;e SITE LEGEND 6. HANDICAP PARKING Em PROPOSED DRAINAGE INLET PROPOSED CURB -... -... - SITE BOUNDARY LINE CENTER LINE OF ROAD CIl U c: CIl ... ~ .!: in { ~1 'Q. ~ ~ ~ RIGHT -OF -WAY EXISTING EDGE OF PAVEMENT WETLAND JURISDICTIONAL LINE PROPOSED 6' HIGH PVC FENCE I I I I I I I I I I I I I I I I I I PP, I I I pp, I I L. _11.IIlllIlIl! I I I I T.S,...- I I I x I .; ": :J I I PROPOSED CONCRETE PAVEMENT PROPOSED ASPHALT PAVEMENT PROPOSED WETLAND MITIGATION AREA lYP lYPICAL HC HANDICAP @ 10 PARKING SPACES S/W SIDEWALK R5' 5' RADIUS LF LINEAR FEET SF SQUARE FEET __I.IIlllIlIl!I.IIlllIlIl!--- "0 o o ~ \P ~ 6' chain link fence r- I 1 I I " ~ o ~ ~ ~ SIGN LEGEND 0' 40' ~ I SCALE: 1" = 40' NO R1-1 R3-1 R3-7 R5-1 R6-1 TEXT OR SYMBOL STOP NO RIGHT TURN LEFT LANE MUST TURN LEFT DO NOT ENTER ONE WAY SIZE 30"x30" 24"x24" 30"x30" 30"x30" 36"x12" ALL SIGNS SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. STRIPING NOTES TYPICAL PARKING SPACE SHALL BE STRIPED WITH A 4" WHITE STRIPE. SEE DETAILS FOR HANDICAP PARKING. NOTE. ALL UNUSED EXISTING DRIVEWAYS TO BE REMOVED. RIGHT-OF-WAY TO BE SODDED AND RESTORED TO EXISTING CONDITlONS. LIGHTING NOTE SITE LIGHTING SHALL BE DIRECTED AND SHIELDED FROM ADJACENT STREETS AND PROPERTIES. SITE LIGHTING POLES, FIXTURES, AND LOCATIONS SHALL BE APPROVED BY ECHELON PROPERTIES TO ASSURE CONSISTENCY WITH ADJACENT DEVELOPMENT. NOTE. ALL DIMENSIONS FOR DRIVE ISLE WIDTHS TAKEN FROM FACE OF CURB TO FACE OF CURB. . Z CD p >- C . :c CJ - :c . en . :::>> >- C) [D ~ Q Cl ~ o () UJ ~ o z o z F 0 a.. ~ ~ () fA ::::> ~ ~: Z o () o ll:W>-(/)-OZ(/) C) Z oc LO V F ~ 0 0 ~ 'f(1);>.:(D~~ 0 J, ~ ~NCD~~t:;..,2- ~ ~ ItO~ -:i <3~~2- 0 f:;30~ ~ 0:: <(0 Vl 0 0.. 0.. 0 ~~~ ......If o ~~I- oBlG 1&J2~ ~~~" ~ ffi (;I I-~ ' o-~ zi- ~l-c5 ~~ cnj!: ~.z ~S~, ~~~ :J:8~ F2~ >- ~ < Z i~ ~ UJ .Ct: a.. (J) UJ :E o :J: CO ~ 80' I w c - (J) >- a: ...... z ::) o (.) u. o (J) a: o z <C :E w :E o :J: Z 3: o ...... S H E E T N o fI) fI) ~ ' ~ Cb Cb .S .S ~ ~~ ~C& .~ ~ ~Cb ~ ~ t-.:: ~ .~ s: ~ c:: Cb~ ~ ~~ a: (,) ! ..... ~.c: Cb ~ Cboq: .5: ~t. ~ Qi (,) :;:::fI) s:~ C3c:: Q) ..... <C c - a: o ...J U. ... a: w ...... <C 3: a: <C w ...J (.) U. o >- ...... - (.) ~ c::> c::> I C'J ' 'ln, ~i .-J ::> -'). -t- MA TCHLINE B-B _....__I.IIlllIlIl!I.IIlllIlIl!-_I.IIlllIlIl!..- o 0= o LL Cl UJ ::::> en (I) N CD CD CD I ol')-t' ~lXl~ CD CIl -t' "....., =31')~E VlOI'O "0"'--'0 -o'C x c;, o~oc: o u.. u.. CIl o::....'o~ ~ 000 CIl .Q It') . -....Ol~ .... 0 I ~ 8IOl~ oE~ 0- 1')0"....., No.1' N I' "'--' ~ I- ~~ ~~ to.' ... SI ~ ~ II) ~~ ~ ! ~ II) i ~ m lij " l:: :... i ~ Q U 5 <:) z <C ...J a.. W ...... - (J) 5 1 MA TCHLINE A-A , _ _ .. .. _ _ .. .. "8,8_ ! ..---..---..---..--....-------..---..---..-.-..---.. Z {68 )6,P x I . . I ,~ . I !L "~, I. II , ' I I ", , 1 '€I"''>: " , <il. I . . I . . ~ . I I IT I . . u. . . I SEE SHEET 7 et::(f) wet:: 3:W 03: (LO f- GRADING LEGEND EL ELEVATION lYP lYPICAL CO IE HC CLEANOUT INVERT ELEVATION HANDICAP EXISTING ELEVATION PROPOSED SPOT ELEVATION DRAINAGE INLET MITERED END SECTION FLARED END SECTION PROPOSED SWALE STORMWATER FLOW EXISTING SWALE STORMWATER FLOW SURFACE STORMWATER FLOW DIRECTION OF STORM WATER FLOW STORM DRAIN REINFORCED CONCRETE PIPE FINISH FLOOR ELEVATION SIDEWALK PROPOSED STORM PIPE PROPOSED SANITARY SEWER PIPE EXISTING FLORIDA POWER EASEMENT EXISTING WATER MAIN "00 " 1F.E. 179.5f 0 , 4 UNITS 15~;~~ ;.Fj 4 X49,58 ~ ,----, I I I I I I L _ __ _ -.J /~ 230.00' cr::: w :s o CL <C o cr::: o --.J LL ^;' i " III',! , I 'I' l ',I 'p,p] i\" k ~ I I', C : , 1 Q) , 1 .... I ". 8lo-o I 0 I 0 Em =- OJ --,....,...... ~~ -'VV'\r ...... 1 I ',' ; SD RCP FFE SIW .".'~;'~~~{{{ <<{{':<<':'{{N. {{{{'{'{{.::;, :,:"n..~~. lIIII - - -wm- -- D" , , , , D D CONCRETE PAVEMENT ASPHALT PAVEMENT PROPOSED WETLAND ENROACHMENT (0.41 AC.) PROPOSED WETLAND MITIGATION AREA (0.41 AC.) PROPOSED UPLAND BUFFER ENHANCEMENT AREA ~ <{ W 0:: <{ ...-J ;;! <{ cZ II Z ~~W ~ UZ. o ~::J I I- ~ o ~ : - . o (f) 0:: ::J J SLOT ELEV, ~ 78,0; drainage structure . \, STORM PIPE CHART <E-:D TO e 40 LF 24" RCP C 0.25% @~D TO <E~~ 100 LF 36" RCP C 0.25% CE~~ TO e 24 LF 24" RCP C 0.27% e TO 8 204 LF 24" RCP C 0.32% <[~5]) TO ce.~~ 100 LF 18" RCP 0 0.25% ~~@ TO <[~5]) 18 LF 18" RCP C 0.00% ~ ~ .... CONSTRUCT 18 LF ... 18- RCP WI MITERED END SECTION ON-SITE WETLAND #1 (0.07 AC.) PROPOSED FILL AREA 0.07 AC. REMOVE GRATE INSTALL RING c!c COVER (SEE STORM STRUCTURE CHART 0-53) "NU... . ~,18 ' )581 . WEIR CRE;~ 1 / ' ,,' EL-73.77 r - - l )6,31 '" I P'-/7/77-)-7~ 76,56 ~ CONVENIENCE STORE j I ONE STORY , J (' BLOCK /j V /1 I . I )6,15 ,N' . --- MI11GATlON AREA M-1 (0.41 AC.) --- ---- - '" ~"'iOO 76,53'" I ----- - - J' \ J d\ ~, \ ----- - )5,92 - ~ - ~ '" ~ ~ so(\ ~ ~ ~~ ~ 50(\ ~ ~ ~~~ so(\ ~ - ~ot.O 'O\~"( . --- '" ~ ~ ..tst."( SU" - ~ - - ~ ./ . - .?.... STORM STRUCTURE CHART U::.l MITERED END SECTION (24") PER FDOT INDEX 272 INV. 70.25 ~ CONTROL STRUCTURE MODIFIED TYPE 'c' INLET (SEE DETAIL SHEET 15) ~ BROAD CRESTED WEIR (SEE DETAIL SHEET 14) ~ FLARED END SECTION (36") PER FDOT INDEX 270 INV. 68.00 ~ FDOT TYPE "F" INLET PER FDOT INDEX 201 WI TRAFFIC BEARING GRATE (TYPE "p" BOTTOM PER FDOT INDEX 200) GRATE EL. 75.50 INV. 68.25 ~ FDOT TYPE "F" INLET PER FDOT INDEX 201 Wi TRAFFIC BEARING GRATE GRATE EL. 76.50 INV. 68.60 Il::1 FDOT TYPE "F" INLET PER FDOT INDEX 201 Wi TRAFFIC BEARING GRATE GRATE EL. 77.50 INV. 69.25 ~ M!TERED END SECTION (18") PER ~nOT INDEX 272 INV. -; .<.25 ~ MITERED END SECTION (18") PER F10T INDEX 272 INV. -/8.00 ~ MITERED END SECTION (18") PER FDOT INDEX 272 INV. ]").00 ~ GRADE ADJUSTMENT RING (y; COVER RI~t'i EL. = 78.00 DATUM NOTE. ELEVATIONS SHOWN HEREON ARE BASED ON THE DEPARTMENT OF TRANSPORTATION BENCHMARKS 15-95-A-109A AND 15-88-A-110 HAVING AN ELEVATION OF 87.08 AND 88.20 RESPECTIVELY NORTH AMERICAN VERTICAL DATUM OF 1988. o' 40' 80' ~ I I SCALE: 1" = 40' . Z 0) .. >- II( . :c ~ - :c . o . ::) ~ ~ c. r) a:W>-Vl-OZVl >- " CO ~ CI CI e::: o () w e::: o ~ z F 0 ~ F 5 () fil ~ o (f) z o () o " Z (0 ~ L()..q- t= t:l~ t:l 0 0 ~ C::10) ..(D~~ 0 I e::: ...., >- <( < I- I L() w ~...... CD (!)::::::;; -::l::it:~ ~ a.. I(O~ -; -;00..10 uo< 0 oOO~~o w c:: c:: a::: < (/) Cl a.. a.. Cl @5~ . i;~i '. ~S,,:,:,., .- S.I' I .-: ' ,! ,~l :'f .' /. '~.~.~,. '. .... J' , O Ii:~ I . r ,z,L$) , >- ,. <t-'-6. ~~m" , ~~~ ~~~ :I:8~ F2< en LIJ :E o :I: CO ~ w C - (J) >- ~ I- Z :::::> o (.) LL o (J) ~ o z <C :E w :E o :J: Z 3= o I- S H E E T N o tI) tI) ~ ~ Cb Cb .S .S ~ ~lI.J lI.J16 .~ c: ~ Cb ~ ~ ..,;; ~ .~ s; ~ c:: Cbll.J c:: i tI) Q:t .! .... ~..r.:: Cb ~ Cboq: .S ~~ lI.J Cti (,) :;::: tI) .~ 'ti (j~ -...I >- ~ e::: C) < C) z ('o.J ~ :J w e::: a.. t ~ ~I:I z "~ot5 s,ffil S Dr; G~ 0 ffi::) G < z~i ~ e::: ::) < 0 0< ~ u.. ~~ (S > I&: G:l ~ F:J ~ ~ ~ UJ T"""'I .-J , ::> --, N to to to I OnV S?co~ to Q) v ,..... 3n~E (/)01'0 -0........0 ..'C ., . -OoXO' 0- 0 c o I.J.. I.J.. Q) C::.:O~ ~ 000 Q) .0 I!) . -~Ol~ ~ 0 I ~ 8IOl~ oE~ 0- nO,..... Na..I' N I' ........ Q) f- ~~ ~ ~ -.;;:: - to.' ... ~ ~ ~~ ~ Ii ~ ~ ~ Ql i:i:i i c:: :... i ~ Q (.) ~ o <C c - a: o ....I LL .. ~ W I- <C 3= ~ <C w ....I (.) LL o >- I- - (.) :z < ...J c.. W e,:, < :z - < a: c ~ e,:, :z - c < cc: e,:, ... e,:, :z :;: < c.. 6 ) i l M ~ to; ~ ;::: t o ~ .., E CJl c ~ t Q. CJl lL ~I ~ ~ ~ I l:i w ~ g, :;.: , ,FfF.E. 189.0~ @ .." IlIIlI NfllPIJ _ 15.~9~ S.F1 1 2, 3 I .. I I L., II -,1_ I II II , I ~. T.S. T II ,I I I 895EY "', · +89,' .78 STORM PIPE CHART @ TO @ 204 LF 24" RCP @ 0.37% @~~ TO CfV 208 LF 18" RCP @ 0.29% CfV TO <e::~1]) 208 LF 18" RCP <<>> 0.31% <E:~D) TO <e::-0:9 92 LF 18" RCP C 0.27% <[-03> TO <[~]) 92 LF 18" RCP @ 0.27% 1 ~F.E. 189.0~ .. IJJlIfJJ LJMllfS" .. 1o.;3f ;.,. 6 1 ~F.E. 89.0~ @ .. .UJIIIIIIIS" 15.69~ S.F1 ,2 3 4 J - ''- I :2 J 3 -..---..---..---.. MA TCHLINE B-B SEE SHEET 8 --+- cr: w 5: o D- t 230.00' <( o cr: o --.J LL MA TCHLINE A-A -----..---..-- SEE SHEET 6 , -"VVV- 0-19 . n".n". / A tl53 . 8540 1F.E~l87.5~ @ 85+75 4 UNITS 15~.F1 'i5.la,2(T~~. J87.5~ @ tl5,75 ' +85,95 , ,4 UNITS 15.~F1 1 > 2 I 3 4 i5'~ " .- . c, .', tl54 + / tl4.9 I . ~ ..., I ~1"7"';\'" 2 3 4" '1' ~ I 4 U~ITS 1 I 5.690' S.F. ' / ~ ~F.E. IB7.5~ @ ,: 1_1_1 4 1-1-1 ~ . . . -- ~ ~F.E. 186.0~ @} 4 UNITS 1 15.;9~ ;.Fj 4 tl,1.90 2 ~ 3 1 . 4 U ITS i 5.69 S.F. 1F.E. 187.0~'@ ,I=I~I 'I 1,\ 1F.E.186.0~@ 4 UNITS 15;~~, 9<ll S.F1 ~'. 1 2 I 34 4,90+ ~,87 4.54 ," " " " .. v: o c, Q) .... " i4,5 o o ~ 1". 8.4,1,4+ / ~ ~ .... == '1J o o ~ 6" 2 3 4 I 4 U~ITS 1 5.690' S.F. 1F.E.186.0?@ '2 3 l., 4 U~ITS 1 5.690' S.F. 1F.E. 185.5?~" 7" . '. . v' ,9 i4.0 tl4,O I . . . I :x . h86 I - . . . . I . . . tl30 ~!,< . . I 17~~ , 17~1: . 36" ~ 1 1 2 1 3 f-F.E.I 84.q'o I 8 UNITS, . 10.:31 ::1'; '6.f, I@ 7 I 8, . 1S ~ ~ I : U~I~ I .: ! Fl:.:~t:.:~ @ le I~I_I : 1 17 ~,S-1 '10" :,..' '" ..' ":' . ' ~F.E. 181.0~ @ I 4 UNITS f . . F.~9~ ;.Fj . . . . " . 1 , . '., 2 3' j, ~ U~ITS',I 5.690' S.Fi; ~F.E. 183.0~'@ 9;F~E.181.0~ @ 4' ,UNITS " 1 15.;9~, ;.Fj 4 " " '. _8,8" ..---....--..--....--....---..--....--....--....------- <[~ TO <e::~1}) 112 LF 18" RCP <<>> 0.27% <[-0:9 TO <[~1~ 116 LF 18" RCP @ 0.26% <[~ TO <[~1]) 236 LF 24" RCP @ 0.30% <[~1]) TO <[-02> 64 LF 24" RCP C 0.39% <e::~1:V TO <[~1]) 216 LF 30" RCP C 0.35% <[~]) TO <[~1]) 44 LF 30" RCP @ 0.57% 9,10 ~ 2 3 ,4' 1 4 U~ITS I' 5.690' S.F. " ~F.E. 189.0~ @ 2 3 1 4 U~ITS I 5.690' S.F. ~F.E. 189.0~ @ c not f9und per CitY. of clearwater atlas L.P. ",HP . , " , ~ .' ~~ : 67 1F.E.187.5~.@ 4 UNITS tl679 15.;9~ .;.Fj ,18 7.23 I~,I_I I-I"~I ,>" I ~:;' F.EJ88.0p @ 4 UNITS B 15.69~S.F1 1 23 B 8880j . + I I I I L 88 i8,3 1"'97 tl9,H) , , "", I '.' , i8,5 ~ 1 T, ~.2 == /'" 88, + ,92 tl64~" 87. ~ i8,41 i8,52 i8,24 .' ~ +88,2 + . . ... " .' 2 3 1 4 U~ITS 1 5.690' S.f', / ~F.E. 1a7.5~ @ . ~ . .. .~~. . . 'A ~. L 1_1_~,6~ ", :"( '"', ';1,1-1-11 ~F.E. 186.0~ @ i 4 UNITS 15.;9~ ;.F1 8.77 I I I I II 1 887~ + i8,41\868 tlB,95 ~ 88.7 I] I II I II I II I I I II I II I . J I t'1 I ". . .,,' II co HP , It) 0- ~ o (/)u.. . c:i t-ui~ ~ 0) - _Z 0-- . ::> N : lL.! I""') C") '. u.. CD. - r:: u..-'-- D2-- I t- N . " + ' ~ .~ ~F.E. 186.0~ ~.@ 4 UNITS 15.;9~ ;.Fj - " tl8,55 , . ~ . ? 0' ~ I SCALE: 1" = 40' i i ! I i I ----< 40' 80' I DATUM NOTE. ELEVATIONS SHOWN HEREON ARE BASED ON THE DEPARTMENT OF TRANSPORTATION BENCHMARKS 15-95-A-109A AND . j-88-A-110 HAVING AN ELEVATION OF 87.08 AND 88.20 RESPECTIVELY NORTH AMERICAN VERTICAL DA ruM OF 1988. .."uwwn""""mm'..1 , i 1 LEGEND EL ELEVATION '2 3 I \ U~ITS 1 5.6'~0' S.F. ~F.E. la,6.0~ @ 87, i5,8 2 3 \5;6~~I~~Fl .';, 1F.E. 185.5~ ~ 4,~'9~+, STORM STRUCTURE CHART TYP ;, IE D=H FDOT TYPE "F" INLET PER FDOT INDEX 201 wi TRAFFIC BEARING GRATE GRATE EL. 88.25 INV. 81.00 (W &: E) INV. 85.25 (S) lea FDOT TYPE "F" INLET PER FDOT INDEX 201 wi TRAFFIC BEARING GRATE GRA TE EL. 80.75 INV. 70.00 CO HC ~F.E. 183.5~ @ 4 UNITS 15.;9~ ;.Fj '1F.E. 184.0~ @ ... 4 UNITS ' 15,~9~ ;.F1 am ~ OJ ~t ' X49,58 ~ Q::S FDOT TYPE "F" INLET PER FDOT INDEX 201 wi TRAFFIC BEARING GRATE GRA TE EL. 83.00 INV. 70.60 j ,t 1\ ~ STORM MANHOLE RIM EL. 88.70 INV. 80.70 ~ . 't~85'7 : '\. ~6 86,0 , ~'O" as. : ~66 ,5 I 86,34 ~ ~ .28 ~35 . ,50 D=16 STORM MANHOLE RIM EL. 89.00 INV. 80.00 l2::1Q FDOT TYPE "F" INLET PER FDOT INDEX 201 wi TRAFFIC BEARING GRATE GRA TE EL. 84.75 INV. 71.25 ~~ ~ tell FDOT TYPE "F" INLET PER FDOT INDEX 201 wi TRAFFIC BEARING GRATE GRATE EL. 87.00 INV. 79.75 -'\f\/V lC.ll FDOT TYPE "F" INLET PER FDOT INDEX 201 WI TRAFFIC BEARING GRATE GRA TE EL. 88.25 INV. 85.50 RCP ...... , [: SD '. ~ ~,' " ~ , ~ D.::1B FDOT TYPE "F" INLET PER FDOT INDEX 201 wi TRAFFIC BEARING GRATE GRA TE EL. 87.00 INV. 79.00 I , 1 1 ~ 13184U~I~sI6':l71 10.930 S.F. J 1 L 82.06 J', 8230t nF.E. 83.2i> + / I '81.95 FFE Il=12 FDOT TYPE "F" INLET PER FDOT INDEX 201 WI TRAFFIC BEARING GRATE GRATE EL. 88.25 INV. 85.50 . i HP . I@.' . .: ... I_I ~/ -.L '.L 1,1 ~ " I-I ~V I'I-r-I-I',I ,..,. .;:: '... N, .;: 9.F.E'I~1!O~ @ ~ ~.F.E.; 181.5~ @ 4' UNITS 4 UNITS 15.;9~ ;.Fj 15.;9~" ;.F1 4 ~ ~ D Slw ~~~~~~~~ .~~~.~~~ -,. .~~~ ~;.:.:::.~~~~~~~~ .~~~~="',:. ~~~~ 0=1S STORM MANHOLE RIM EL. 87.25 INV. 78.25 ICU FDOT TYPE "F" INLET PER FDOT INDEX 201 WI TRAFFIC BEARING GRATE GRATE EL. 88.25 INV. 81.30 (W) INV. 85.25 (S) ", - - -wm- -- TYPICAL CLEANOUT INVERT ELEVATION HANDICAP i:::XISTING ELEVATION PROPOSED SPOT ELEVATION DRAINAGE INLET MITERED END SECTION FLARED END SECTION PROPOSED SWALE STORMWATER FLOW EXISTING SWALE STORMWATER FLOW SURFACE STORMWATER FLOW DIRECTION OF STORM WATER FLOW STORM DRAIN REINFORCED CONCRETE PIPE FINISH FLOOR ELEVATION SIDEWALK PROPOSED STORM PIPE PROPOSED SANITARY SEWER PIPE EXISTING FLORIDA POWER EASEMENT EXISTING WATER MAIN CONCRETE PAVEMENT i ~ ~ 1 I i . ASPHALT PAVEMENT .. ------..---..-------..---..----------- Z . Z 0) p >- C . ::c CJ - ::c . o . ::) --- j Q::W>-Vl-OZVl >- " [D :t CI CI 0::: o U W, 0::: o " Z I o F Z Cl. 0; 0::: 5 fA :J ~ ~ ~ U o ~ " Z CO Q: L{).q- f= t5r- t5 0 0 ~ 0::10> ..(D~~ 0 I 0::: ....., >- <( < I- I L{) w ~...... lD (!) ~ J:i!i:r- r- Cl. lco~ ~' ~OO..I D uo< 0 ooo~r-o wo::o:: 0:: < C/l 0 a.. a.. 0 ~~a ol5~ ~Dll- . o~B' ~:i! ~~~" !If iIi 0 . ...1= il~ >-I-ri . ~aj rnF!} ~.z !taG ~li:i5 . ~8~ F2~ (J) LU ~ o :::I: a:I ~ w C - en >- a: I- :z: :::::> o (.) u.. o en a: o :z: <C :E w :E o :J: :z: 3: o I- S H E E T N o fI) fI) ~ ~ Cb Cb -5: .5: ~ ~L&J L&J'ii; ~c: :::: Cb ~ ~ ,,~ .~ ~ c:: CbL&J ~ ~~ a: (.) Cb :::: ~.c: Cb ~ Cb~ .5: ~~ L&J ~ ~fI) .~ ~ <.li -...I <C c - a: o -I u.. ... a: w I- <C 3: a:: <C w -I (.) u.. o >- I- - (.) t ~ ~ ~l:J z ~ ~iio l5 cd ~iIim ~ g: l1J~ii~ D ~~iIi~ z~~~ ~ ;:) ~ 0 o~ ~ u.. ~~ ~ b > Ii: W I- F....,. ~ ~ ~ \1? ,-I -' =:) -; T I 90,30 I , 89,77 89,63 _ ';N,;;/~T, ~~+~~]7~., '''" .H'H P.P. 89:68 8~1:"~ (f,p Ja8 ' . 9,40 ,30~ '9:) M.B, /1.8, ' " ,.'. 8 ~'2 r-'~ 62.. IZl I ... 4- ' ::.l j-tg6 mg---s"PVC--sll ~5~ . - - - M;- - - ~+-UDS- - OO~ ~~, ,24 STREET 887/4+8867 '8878+_ i8,53 B LAC K 884~U R N 88,48 i8,]2 ~:~l U~ HJ1 88 43 - 88~ __ _ _ _ _ _ .._ _ ,_ _ --40. -10._ ..6!l~ - - - - - - - .:.;.- - - -jMl_ - ~ - T 8847) r-" _ 884 '"" llll,41 ~ ,~I ' 88~ - - - , . " 3 " ' " 10" \ 88,2V i8.1 +88,70 88.70/ T,S,... ~~/ ~r~:,: . ~~~~,:. ..0{ ...... t~.^.. ~.......... .~.. ';,-~~~. .... '\,8'~~1:~~"~1~~ 'I'; I .' i~~O: 5,5 , ,. ,I /. " i <, , ' I I" . , v', I : I' 4 '" 87,7 ' ... .^.~,. t'90'1s02 \ 'l :! I I '. 1::,;1 ~ I ^ ',' I ... J 85,6 .1 ,41 ' . ,2 15 . .P. . ..~~ a: 8", I ,/ I,' ~ I \ ",Z I ^I I O'~ ~ 10 ,~ 3tftJ I ~76 86, ~ tl68 I'''~ I, ! I ... ^ ' I I " I I' :/1 I' , I I ~ ^ I 5"4" I I I I ' ,I" 86 26 L86.31 : I I f9~..;>~~.- r 2~ I I 8585( P.P....-\ I' . I I, 8 ~ ~ 84,~ 85,5 n I -10.. ",', 8 83:p' + 5,32 tl5 80 T1 Ill> 0 <)J . ." 5,26 I , ' 36~U, ,512 I . ,]0 t II I' I, II >- I I 1':5 l I I~,(J . I co j I rt ^ I II, J I I' I I ,'. . ~ . 1 I ,I .~ I I II ~ .Sr2 'IT.:i~19 -10.. 84,31'184\ 85.2 i 1~.3 , 4.09 0457 , u " . I 84.27 . ,,- - P ," 8 97"" P.P. ~ 7 ., -T~-': frl' " I 8J,9}'t [, . ! 83,85'h81 ('oj to to to 1 On~ ~oo~ to Q) ~......... ~n~E (/)01'-0 ]2.........u .;'-xo. o ~ 0 C OlLlLGl 0:: '1J ,:0'5 ~000 Q).o1O . - '- Ol ~ 301 ~ ()IOl~ oE~ 0- nO......... ('ojCLI'- ('oj I'- ......... Q) f-- ~~ ~ ~ ~ o z < ...J c.. W ~ < Z - < a: c olJ ~ z - c < a: ~ ... ~ z :> < c.. 7 (" 86,1 i58 i7,4 ~ I 9 10'~ ~ ". ~ ~ '.' >- " [D ~ Cl Cl 0:: o (J W 0:: }/,u 87,2 ... -in is4 4 11'- . ~ . ~':".," . -is,7 1 tls 7 ~ "h.a" a."" 5~ 86-1-5 ~ E 85.4+ " ~ ~L.p,~ .pp, t , I I I , I I , , I I , I I I ____1 I I I I I , ' 6' wood fence ' ' ' ,_..._...~,.._..._.".. .~s.~....~..._..._.. ,,- ~-^ aT.S) " ,~~ , 8658+ 7"15" 86.4 "5"6" ~ 78 +84,2 ~, <)4 5 5 "X ~..._...~..._.".-"J... . . . \3,2 -II' C -'-J L~ " 7, ".. I 'I' I@ If.F.E. 89.00 4 UNITS 15.~9~ ;.F1 . . I . + . 85,2 i ; . .. r . ' . . ~" I: 19. ~ .7 D ,.,',.. ~.., I . . . I . . . I I~ DanK 'm' y 30'@ ~.F.E. 89.ob ~ ~,24 UNITS 1 ;.F1 ~,9 z o ~ :t5 0:: 1= (J (J ~ ,~ Cl (/) Z ,0 (J is,5 83.0 l' 5004" <) is.6 toe 81.3 81 2 . z 0) ... 11" ~,' a. ~ , "(. goo '.~ a" ~ 10" ~ i5,72 85,80+ 85,67 85,42 ++ is,23 OlJTP ARGEL +86,41 I 88,900 5.F. 85,65+ is,65 is 72 +86,75 85,83+ 85,64 +85,44 85,54 .85,37 a" ~ 85,92 85 7?, t::::lt:::::J...~t::::l~~ ';j--=- ~8S, 43 11" T ~ D 10" ~ >- c . ::c CJ - ::c . U) . :::) + 8S,39 Existing Surface Water Line 7" @ (15% ~12" is) MPERV.) @ 400 ~ ~I 10" (# 6"5" . +.: a.: ,;~ ~ 11" : 't5,oo ~ "'86.21 v "86 184,67 . ' 84,9184 ,is 01 84,9284 84,56 ... . r' ~1'k"~8\ ~. ~i S' I ~ 1/ ',:, <)5"5"5" r _ .', 20 LF .... 18- RCP 0 0.25" HP -: STUB OUT EL 82.75 87,1 t::::::I~-+c::::,~ ~.. 4" , ~,s 9"12" @ == DA TUM NOTE. is,s 5" <) ll::W>-Vl-OZVl " z CO ~ Ii) v~ ~~ ~ 0 0 ~ C::10) ..(D~~ 0 I 0:: N >- <( < ..... I Ii) w ~ lD~~....,~~ ~ a.. ICO~ -; -;00..1 D uo< 0 ooo~~o w c:: c:: 0:: < (/) 0 a. a. 0 .... , . ,8 ,', I'. 1Il :' . . , L ':w 2 3 .. , J I I 4 l lJlTS 1 I I.; 5.69~' S.F. j .. 41l8.at !F. Bll -e9. O~ ei . .(~J. . llIIlIt 88, 3 $ 7 ". ~':'H'""''I-' 72 +, j' -f , lL~' ELEVA~ONS SHOWN HEREON ARE BASED ON THE DEPARTMENT OF TRANSPORTA~ON BENCHMARKS 15-95-A-109A AND 15-88-A-110 HAVING AN ELEVA~ON OF 87,08 AND 88.20 RESPEC~VEL Y NORTH AMERICAN VER~CAL DATUM OF 1988. 2 3 1,4 U~ITS 1 5.69Cr S.F. f.F.E':I89'90@ , , _I ~ 2 3 4' I 4 U~ITS 1 5.690' S.F. f-F.E'189'90@ 11"' 7" ~ '~ 4" <) 10" ~ 8" ~ 10" ~ 1000 ~ ~ 86,IS+i613, ~S9~h~ is,42 is42 86.28 ~~i ........e: o ~l5.... amB ~~l., ~~:: il~. ' >-....CS ; ~:;:) .,' ::10 ' fl)j' : , ~a: I ~~ " F::I~ ~. ~ ~ !m z ~ in .-s li 0 l5 ~ ,-..1 iifil~ 8: -1 l1Jillil D ::::> ~~ifi~ -, z~i~ ~ ::) ~ 0 o~ I:!! LL ~~ ~ Ei:l .... 1=...... ~ ~ ~ o;;::t- C=> C=> C'-I -+--J ~ ~ -vv:v'- 0- ~4,1 0.- " .. . . ' 86.6~ (/')~ ". 4"5"6'1' ~ (;..- w <C( ~ 6"6"7" " . c" t5::E )8,26' ')8.14 ' <) / ~ 88.1 + ,~19 ' &7,0 $,c.O:0 ...;;;;;;;:1-...._...I...~... , h' I' k f r-' 1 ' 6' wood fence c OIn In ence' I ' fl7,6 ,_81..21 I " / 88.ff ~'i ~ hed 6' chain link fence 1 1 I, /'. " 62 I I ~,o 87,8 878+ lONE STORY 6'\ 1 . I.'n'k f / , . I MASONRY I ~~ I ' _ -uo~":"- _ - -uo,- - + - _uo,_ - - t -uo'- - - - ~uo,- - - - -~o,- - - - _uo,~ - - - -uo,- ~ - - -uo,- -.: - - -uo,~I- I S a L L a QJ W l- n(/) . I OZ zO 15' SETBACK UNE not f~und per CitY. of clearwater atlas Or-:' ZO <(<( ~ 1-1'0 Wo 3: . 1'0 .........." (I) (I) ~ ~ Q) Q) ,~ .~ ~ ~LAJ LAJCii .~ ~ ~Q) ~ E: ..,;; ~ .~ ~ c: Q)1.a.i ~ ~~ Ci: ~ ~ (I)~ ~ ~ Q)oq: ,~ ~~ LAJCli ~ ~(I) .~ 'tj <.) i ..... OJ C N CD CD CD I onv ~CX>~ CD Q) v,...., 3n~E (/)or--o 'O........u ".C .. . 'Ooxo> 0- 0 C OLLLLQ) 0:: ~O~ ~ 000 Q) .0 II) , -.....(J)~ 301 ~ UI(J)~ oE~ 0- nO""" Na.r-- N r-- ........ , , , I 4"1 <)1 ~ ~ ~ ~ l L L -+--J en o- X W (X: W S o II Cf) UJ :E o ~ m ~ GRADING LEGEND STORM STRUCTURE CHART WATER c 81.2 3' CU;~B TRANSIT10N tc2Q FLARED END SECflON (36") PER FOOT INDEX 270 INV. 77.75 l2=21 FOOT TYPE "F" INLET PER FOOT INDEX 201 wi TRAFFIC BEARING GRATE GRA TE EL. 87,00 INV. 82.60 ELEVATION lYPICAL CLEAN OUT INVERT ELEVATION HANDICAP EXISTING ELEVATION PROPOSED SPOT ELEVATION DRAINAGE INLET MITERED END SECTION FLARED END SECTION PROPOSED SWALE STORMWATER FLOW EXISTING SWALE STORMWATER FLOW SURFACE STORMWATER FLOW DIRECTION OF STORM WATER FLOW STORM DRAIN REINFORCED CONCRETE PIPE FINISH FLOOR ELEVATION SIDEWALK PROPOSED STORM PIPE PROPOSED SANITARY SEWER PIPE EXISTING FLORIDA POWER EASEMENT EXISTING WATER MAIN EL lYP CO IE HC Q) .... ~~ ~~ h.' ~ ~~ ~~ ~ c:: ~ .! ~ l/) ~ Cll ~ ~ c:: ~ c:: - ~ o u ~ o [C2j FLARED END SEC~ON (36") PER FOOT INDEX 270 INV. 77.50 lC2e FOOT TYPE "F" INLET PER FOOT INDEX 201 Wi TRAFFIC BEARING GRATE GRA TE EL. 87.00 INV. 83.00 NO CURB WITHIN TREE CANOPY 0=22 FOOT TYPE "F" INLET PER FOOT INDE~ 201 Wi TRAFFIC BEARING GRATE GRATE EL. 87.00 INV. 80.00 (N) INV. 78.00 (SW) lC.2J FOOT TYPE "F" INLET PER FOOT INDEX 201 WI TRAFFIC BEARING GRATE GRATE EL. 87.00 INV. 80.65 X49.58 ~ Existing Surface Water Line 3' CURB TRANSIT10N o' 40' 80' ~ I I SCALE: 1" = 40' Em CI OJ lC29 FOOT TYPE "F" INLET PER FOOT INDEX 201 Wi TRAFFIC BEARING GRATE GRA TE EL. 87.00 INV. 81.75 230.00' -m- fC"'..""':""" , . '"",., "., '. " .:.:.:.::...... ..' i;'~!; :::.;. 12" m~~ ~ v '~ . 7.4~ / ~';".. . ~ / . . 1- 7 ' ' 'l :, ~ .02 =:~ :;. n, " ." ..... u I--.z-/.~ , ' . ':; ~ cn~+\ ~. ," 89.34 1t)~,36 Z '. ~ 89,01 . r. ;- ~t! ,'; . , n ~,,'> - --r-- -f' ~ lL! ' +88,88 . ~, LL _ ~ L u: G~ OUTFALL 15' SETBACK UNE <C o (X: o ~ LL ~ .S ~ ,S o ..c: u in w c - en >- D: I- Z ::) o (.) LL o en D: o :z <C :E w :E o :J: :z 3: o I- tcJQ FOOT TYPE "F" INLET PER FOOT INDEX 201 Wi TRAFFIC BEARING GRATE GRA TE EL. 87.00 INV. 82.25 .--" JI- 81.4 z < ....I c.. W (,:, < Z - < cc: c olJ (,:, Z - C < cc: (,:, <C c - D: o ...J LL -- -"VV\" tl9 9,68 9,79 89,5~ 9,56 ~ FOOT TYPE "F" INLET PER FOOT INDEX 201 WI TRAFFIC BEARING GRATE GRATE EL. 87.00 INV. 81.40 +83,8 ..... ~ +86,1 :~ '~ 1\t,4:' ~ SO RCP FFE SIW +83.3 +85,6 [C.J.l FOOT TYPE "F" INLET PER FOOT INDEX 201 Wi TRAFFIC BEARING GRATE GRA TE EL. 87.00 INV. 82.75 .S o ..c: u in tln ,:.:.::~~~~.:~.;.;. . ~~?~ :.:....~::.'. ~ ,'. rn . ~l .r " ~ . :' .. n CO ,:' U +84,9 @22" +88,4 +83,7 "'80 ~ FOOT TYPE "F" INLET PER FOOT INDEX 201 Wi TRAFFIC BEARING GRATE GRA TE EL. 87.00 INV. 81.90 ... D: W I- <C 3: D: <C w .....I (.) LL o >- I- - (.) +840 pK' ~~"~XX ,."''''''"",,,.,,' . .... ~. . :.~: .~~ .~~: ~~~~~~s ICJ2 CONTROL STRUCTURE (SEE DETAIL SHEET 15) lCJJ MITERED END SEC~ON (18") PER FOOT INDEX 272 INV. 81.75 ... " " ~ . ~ ~ ~ 8942 l2=22 FOOT TYPE "F" INLET PER FOOT INDEX 201 WI TRAFFIC BEARING GRATE GRATE EL. 87.00 INV. 82.30 o ~.u:- ai ~ ul~?lAP IX) - ~ ~ '87,68 . Olp,- LL IX) U ,.... . 0, b::-- ~ .-~.~ ., ~ - - -wm- -- J i l f3 ~ ;.; ~ ;::: j PROPOSED TREE WELL D" . . ,.' .. D ~ CONCRETE PAVEMENT ASPHALT PAVEMENT PROPOSED UPLAND BUFFER ENHANCEMENT AREA ,92 ' .,.886188 7 ,,~ ,ai , .. t I : I I I PP. I I . ~8.9 ~928 i98il1 t ~o L.'-~ I :. I P,p, , I II L., 600 I II ~ -..,.'" I I I II II 9,10 ~, I "I r.s.... II II : r, ~ ~. " . ,~, ~' , ~ .<..; rr N '. ~ rr , ~ C") ... (,:, z :> < c.. STORM PIPE CHART ([~1]) TO <[~2]) 136 LF 36" RCP C 0.3770 <[~~ TO <[~2}) 140 LF 36" RCP @ 0.3670 E@ TO <[~2]) 232 LF 36" RCP @ 0.2870 <['~~ TO <[~2}) 160 LF 30" RCP @ 0.4770 ~~2}) TO <[~2]) 148 LF 24" RCP C 0.3470 <[-~2]) TO <['~~ 148 LF 24" RCP @ 0.2770 ... + - ~ "l ~ rn l t 0.. rn ~I i G ~ ~ ! f!! u w a a: ~ :0: <[~~ TO E0 120 LF 18" RCP @ 0.2570 <[~2]) TO <[~ 2]) 152 LF 18" RCP @ 0.2670 <[~~ TO E2}) 124 LF 24" RCP C 0.28% <['~ TO E~ 148 LF 18" RCP C 0.3470 E3]) TO <Q~~ 148 LF 18" RCP @ 0.34% <[~3}) TO E3]) 40 LF 24" RCP 0 0.25% --+- MA TCHLINE B-B S7 tl5,5 ............. ........................ S H E E T N o SEE SHEET 7 8 86.74+ 86,98, is,89- ' / ~86 07 85,12 MA TCHLINE A-A -..---..-...... SEE SHEET 10 et:::ifJ wet::: 5:W 05: [LO f- EXlSllNG FLORIDA POWER EASEMENT ,----, I I I I I I L____.-J u:: w 5 o Cl 1 230.00' <C o u:: o ~ LL J ! ~ 'l ~ ~ ;.; ~ ~ ;:: i q> ~ E lIJ c l f l1. ff! ~I ~ ~ ~ i ~ t; w ~ - g, :ioi rr . . I . I 641 I I ~ I I . IT . I II . I . I . ~ ~ I :>:< . I . I . ~ I ~ I E ~...._.._.._.._.._.._.._.._-_.._.._.._.._.._-- I Z I I I E ~ I I I I I E ~ I I I I I E ~ I I I I I E ~ I I I I I E ~ I I I I I E ~ I CONNECT TO EXISllNG SANITARY MANHOLE CORE BORE c!c GROUT WA lER llGHT INSTALL FLEXIBLE RUBBER BOOT I I CONNECT TO EXI:-:TlNG 6- dlTY WA lER MA wi 6-xS- TAPPI~!l" SLEEVEEc!c VALVE ~ I I I I I I I Ex. Fire H drant 4- PVC DR-14 WM u . T.V. :+ I CONNECT TO EXISllNG CITY 6- WA lER MAIN wi S-xS- TAPPING SLEEVE c!c VALVE " II I' f I l /,?< : : I 'Ig ,I ~' II II I, II I E ~, ::' Ii l 2 3 I 4 U~ITS I 5,690' S.F. 10 . . I --I ct- _+ -=t ::t=~I- I -I I I I 10 4 UNITS 15,~9~ ;.Fj ,i 1 I I 10 4 UNITS I I 1 15,~9~ ;.Fj 4 I ~. ". I ,0::: ;0 '. ~ ,0.. ~ . ~co 4- PVC DR-14 WM ~ ! ; .~ ,>- " ~ ~ en ~ 0.. . II) to 8- PVC SANITARY SEWER PIPE " ! I, : '~ "4" Existing 2" PE Gas " i Line per City Atlas. , . Contractor to field verify location. ~ ~. ~~ 1 2 3 I 4 U~ITS I 5,690' S.F. 10 I~ not f~und per CitY. of clearwater atlos Ex. Fire Hydrant 2 3 4 I 4 U~ITS I 5,690' S.F. I I 10 1_ I _I ~IRRIGAll~S~BOUT , 7 backf/ow , . prevention Ii device I Ex. Fire H drant I I E ~ I I I I I E ~ I I t' Existing 2" PE Gas Line per City Atlas. Contractor to field verify location. - /' ----- - ----- - - ~ - ~ .-< -/ ," _ _ / y;c.\.\>-.i , v' _ :::--- ,.' - / -- ."",. .--- ."",. __ so(\ -- ."",.""'" -- ."",.; -- (\."",. __ ;so ; ; ."",. ; ;so(\ - ~o~o ,o\t\1. . -- ~ - ~ ""st.1 SU" - ~ - ~ - UTILITY LEGEND ~ EXISTING SIGNAGE 'lli EXISTING UTILITY POLE --<>> EXISTING GUY wi WIRE -wm- - EXISTING WATER MAIN - - son - - EXISTING SANITARY MAIN ---.,.w:--- EXISTING OVER HEAD WIRES . EXISTING CHECK VALVE l><l EXISTING GATE VALVE 0- EXISTING FIRE HYDRANT [>0 EXISTING REDUCER 0 EXISTING BLOWOFF ~ EXISTING WATER METER 0 EXISTING SANITARY MANHOLE 0 EXISTING SANITARY CLEANOUT SS SANITARY SEWER . PROPOSED CLEANOUT CO ... PROPOSED GATE VALVE ... PROPOSED FIRE HYDRANT .. PROPOSED REDUCER . PROPOSED BLOWOFF . PROPOSED WATER METER c::J PROPOSED BACKFLOW PREVENTER WL WATER LINE UTILITY NOTES. 1 . MAINTAIN 10 HORIZONTAL FEET BETWEEN SEWER & STORM PIPES. 2. THE LONGEST RUN OF 8" SAN SEWER = 380 L.F. 3. WHERE UNDERGROUND WATER MAINS & HYDRANTS ARE TO BE INSTALLED, THEY SHALL BE INSTALLED, COMPLETED AND IN SERVICE PRIOR TO BUILDING CONSTRUCTION PER NFP A 241. "..' "un.w..."..........WN.dN...u.'nw"..... .~nn u.' ..,..."... ,,'." v..'n....'" --- --- ---------------- ----- ,'" --- eN?" -- --- --- -- -- - - - --- ---- --- - .......' .,..,...,....~V..,...nnNN"n.' .... .;-",d.' . . I , I . ! I ...._.._..~ 0' 40' 80' ~ I I SCALE: 1" = 40' . Z G) ... > C . ::c CJ - ::c . o . :::) '} j >- C> []J ~ CI CI ~ 0 () W ~ D z 0 z F a.. 0 ~ F () () , l/) :::J W ~ ;"", CI l/) Z 0 () D ~~i 1m ~ >- ~ 4( ~~... z 8~G ~ z ::lE ~~fi .-,lju~ :J w 8i5m~ ~ a.. ~~o tilz~ D .... d 111 (5~ Oiz ~ i5:J z _ >-...cS (5 < <~z - z~~~ ~ 2 - :J < 0 (I)~m 0< ~ LL ~.Z ~~ C5 CI 8(5 > G: W ~!!;~ b F :::J ~ l/) ~8~ z l/) 2< en UJ :E o :J: al ~ <d' <=:) <=:) ('.J lC":) r-I -1 ::> --, I. (I) (I) ~ ~ Cb Cb .S .S ~ ~~ ~Cii .~ ~ ~Cb ~ ~ " ~ .~ ~ ~ c:: Ib~ ~ ~~ ~ (,) Ib ~ (1).(: ~ ~ Cb~ .S ~~ I.lJ q; (,) ~(I) .~ 'tj ~ ~ ....., N CD CD CD I Ol')~ ~CX)~ to Q) ~......... =31')~E (/)01'0 "O.........u ..'~ .. . "OOXOl o_Oc: ou..u..Q) Q:: "0 .: 0'5 ~ooo Q).DID ' -LOl~ 301 ~ UIOl~ oE~ 0- 1')0......... No.. I' N I' ......... Q) I- ~ ~ ~ () Co) ~ <:) W C - ~ (J) <( >- C c::: - I- a:: z: 0 => -I 0 LL (.) ... a:: :z LL W < 0 I- -I <( c.. (J) 3: >- a:: a:: ~ 0 <( - -I z: W - <( ~ -I ::::) :E (.) W LL :E 0 0 >- :J: z: I- - 3: (.) 0 l- s H E 9 E T N 0 1 i l PI ~ Pi ~ ;::: I ~ to;- ,. ~ III ~ t lL III LL ~I ~ I I t; w ~ !!> :i.: .....--.....--....-....... MA TCHLINE B-B SEE SHEET 11 -{- ex:: w S o 0.- 1 230.00' <{ o 0:::: o --.J L MA TCHLINE A-A ------------ SEE SHEET 9 ..--....--.....--....--....--.....--....--....--....--...--.. I , 1 I i 1 I I I@ - ~Nl'4I!J - 15,;9~ ;.F1 4 I I I@ .. "-u JlII1fIfJS ... 15,;9~ ;.F1 4 I@ .... "~S""- , I 2 I 3 10,;3f ;.,. IS I 7 I 8 6" Q) u ~~ - . . .. t.. .. c::::::Ic::::::I~c::::::::::Ill::::::::Ic::::::Ic::::::Ic::::::::::Ic::::::::::It::::::I . :x 15' U11l TY EASEMENT DEDICATED TO CITY OF CLEARWATER UTILITY NOTES. 4- PVC DR-14 WM ~~ I ~W~':'~~~~.::: :~~:~5~:: n" ';.~~~~: ..1j:i(I:4~ mml~~~:~' ~F:"':~.1/~ ...;;;.;:.~:..:..~~~~~~~$' (itl;1iliL_i~iili;~ :~:~~,. m , ...... 8- PVC SANITARY SEWER PIPE r'-'-'-'-' I 6- PVC DR-14 WM 1. MAINTAIN 10 HORIZONTAL FEET BETWEEN SEWER & STORM PIPES. 2. THE LONGEST RUN OF 8" SAN SEWER = 380 L.F. 3. WHERE UNDERGROUND WATER MAINS & HYDRANTS ARE TO BE INSTALLED, THEY SHALL BE INSTALLED, COMPLETED AND IN SERVICE PRIOR TO BUILDING CONSTRUCTION PER NFPA 241. CONNECT TO EXIS11 CITY 6- WATER MAl WI 6-)(6- TAPPING SLEEVE c!c VALVE , 2 3 I 4 U~ITS I 5,690' S.F. . I I I@ 1'~~'I~I~I-1 I I I !@ 4 UNITS 15~.F14 , I 2 ~3 I 4 . 4 U ITS 5,69 S.F. I I I@ . : ~ ~ 1-1-1 -1 I I I@ 4 UNITS , 15'Wrrr- UJ Q. 0: ~ iE :! ~ >- 15 -; ~ Q: I- Q. .. ~ ~ Q. Ex. Fire H drant not fQund per CitY. of clearwater atlas " . 110 8" I I \@ 4 UNITS f,;91 ;.F1 4 J UNits I @) 7,113 S.F. 2 \ 3 I 4 I 15 \ \ I 6 UNITS \8,;21 ~F1 7" 6" .. 7" T I I 4- PVC DR-14 WM 8- PVC SANITARY SEWER PIPE . .... .. ... .. - ,.' -- c::::::::::I.::::::::::Ic:::::::Ic::::::::::Ic:::::::Ic:::::::::::Ic::::::::::Ic:::::::::Ic:::::::Ic:::::::::::I . . , c::::::::::Ic::=:::Ic::::::::::Ic::::::::J~c::::::::::Ic::::::::::IE:::::::Ic:::::::Ic::::::::J 4- PVC DR-14 WM 8- PVC SANITARY SEWER PIPE T, VAi,B.~L . ~"7"'~ ::','" 2 3 4 : ~ I 4 U~ITS I -or J ~ 5,690' S,c- I I I@ I ~ ,,' ,'" ,',' II' ' I. L 1- I _I ~I L, 1- 1 _I -.J II~I~I,~LI.I~I~',~ ~: l'll@i 'I'I'I@ : 4 UNITS II 4 UNITS ~ 1 15,;9~ ;.Fj 4: 15,;9~ ;.F1 4 .. Ex. 6' chain link fence , I 2 ~3 I 4 4 U ITS 5,69 S.F. I@ G ~, :: ~ ", ~ n .' . U ~', L ~ ~ ~ . ~ ~: ~ " , UJ Q. 0: U) - u.:-- -(/). ... I- (/) --Z cr- =>N ~ tO~ !XL- UJ Q. 0: ! ! . I- ~~ in~ or-C/) O~ 2 UJUJ ~ :g~ ... ~:J "I O::F 0:: Q.::> 0 ~ Q. ~ , I, >- ~ z ~ C/) ~ N ~ Q. . 110 T.V.B t " o' 40' 80' ~ I I SCALE: 1" = 40' c .w.:'/f,T, .. ",..,~ ,"Wu .......... , ....w.... nww,"n,'"., t-'~P' .. .. " . .... .__/LL- -:- -.#'- - '\-~'~- AI.B, AI,B. I d _____ - - - - - ~ --- ~=- - - -=- a;'PVC- -=- --=1-::: - - - - - - UDS- - - - - UDS- - ,.4 CK BURN STREET _ - - - - - - - - - - -r- - -- - - - - -r- .- - -=-' --- \ I ,J~-'7= "3"rJ,.;- ~~~,:~u~tY_W~'-,L;ne ===- == ,,--\ -;;,-;;/~:.,.- "" ", CONNECT TO EXIS11NG SANITARY MANHOLE CORE BORE c!c GROUT WATER 11GHT INSTALL FlEXIBLE RUBBER BOOT . PROPOSED I ~., .. IRRIGA 11 ON METER I~ I l CONNECT TO EXIS11NG I . CITY 6- WATER MAIN ~ : WI 6-)(6- TAPPING 't . SLEEVE c!c VALVE I ! ~10" I , I! UTILITY LEGEND --'l.- EXISTING SIGNAGE <"Q.., EXISTING UTILITY POLE ~ EXISTING GUY wi WIRE - wm - - EXISTING WATER MAIN - - san - - EXISTING SANITARY MAIN - - - - - - - EXISTING OVER HEAD WIRES · EXISTING CHECK VALVE 1Xl EXISTING GATE VALVE .0 EXISTING FIRE HYDRANT [> EXISTING REDUCER o EXISTING BLOWOFF [;jjjI EXISTING WATER METER o EXISTING SANITARY MANHOLE o EXISTING SANITARY CLEANOUT SS SANITARY SEWER · PROPOSED CLEANOUT - CO " PROPOSED GATE VALVE ... PROPOSED FIRE HYDRANT ~ PROPOSED REDUCER . PROPOSED BLOWOFF . PROPOSED WATER METER c::J PROPOSED BACKFLOW PREVENTER WL WATER LINE tsU,~ T.V.B, I I a: ~: I I [ Existing 2" PE Gas I. Line per City A~las. W' Co~tractor ,to field I, verify location. i' 1 i~ I r ~O' T,U,B,I I I {-I r ~' I J~~ I I I: ( liP' ~ ::::: - ,w - I -\~ -"'-s<- II i, 6"P.V.C. -- ~I I i I I! II II >- II I! I~'.d II i! II IX) I I l II ~ : i :1 I' I:g II II l~ II II T~ I~ II 1:= J x. FiLe--'iY9.r...an I 1\ fjl I E -+ I :x 1 I . 1 . . ~ - . , ~c:::::::::::lIc:::::::::::lIc:::::::::::lIc:::::::::::lI~c:::::::::::lI 4- PVC DR-14 WM . Z 110- ~ 8 PVC SANITARY SEWER PIPE 1 ~ ~ I : t 171 : ~ '234' 123 T.S,~ ~I 15~6~~I~~F~ 15~~~I~~FJ , I@ I@ rU80 [~ I_I_I~! /~---l~ 'I~ : I 171-1 v~ '-'-I I 1,0":' ." 1 ';,: (,. ....1 ';,: :'... I I I@ I I I I@ 4 UNITS 4 UNITS 15,~9~ ;.F1 4 I 15,;9~ ;.F1 4 , UJI Q. I 0: j . ~Il ~; >-, ~; I-' ~ ~Il c/)' 0) '>1 i . Q. ; , . 110 Il ! i i ~ , 1 ----i ! , , , , , i I i ~ ~ , I [ , , I , i , ,TO w...nnw.! -- ------------------------------- Z 4- PVC DR-14 WM . Z 0) 'PI >- C . ::c CJ - ::c . o . ~ ~ i ~ I 1 i .. S H E E ___ T N o '. O::W>-Vl-OZVl >- " [D ~ o o ~ o (..) W :~ o z o F Z a.. 0 ~ F (..) (..) (/) => w g: o (/) Z o (..) .0 " Z (() a:: L().q- ~ w..-- w 0 ~ CD~ 8 I ~ Im;>.:<(z~ L() ffi ~ N II) " ~ J ::ii:..!- ..-- a.. I(()~ -:i c3~~..!- 0 ~o~ ~ Q: <(0 (J) ,0 a... a... 0 (5~ ~ ,.i ~~.... a~G ~~~ ~~~ ~-~ zi_ >-....i ~a- fnFm ~.z ~ae ~~~ :I:8~ F~C en UJ :E o :I: aJ ~ w c - en >- ~ I- :z :::> o (.) LL o en ~ o :z <C :IE w :IE o ::a:: :z 3: o I- fI) fI) ~ ~ Cb Cb .S .s g> g>~ ~Cli .~ ~ ::: Q) ~ E: !-;;: ~ .~ ~ c: Q)~ c:: i fI) Ci:t ! ..... ~..c::: Q) ~ Cb~ .s g>~ ~qj ~ :;::fI) .~ ~ (j ~ ...... t ~ ~ ~I:J z ~ .-, tj u ~ G:1 affil ~ g: i5~z ~ 0 :~~5 ~l5 C z~~ ~ ~ ::;) <C 0 Q<C ~ LL :i~, ~ 0 > - ~ w .... F...... ~ ~ ~ N \D \D \D I OnV ~IIO~ \D Q) v,....., =3n~E (J)or--o 'O.......u -15'L: x d> o.2oc OLLLLQ) a:: .:O~ ~oOo Q).oLO . 1:L.0>~ ::l 0 I ~ OIo>~ oE~ 0- nO,....., NQ.r-- N r-- ....... Qj f- <C c - ~ o ...J LL ... ~ W I- <C 3: ~ <C w ...J (.) LL o >- I- - (.) 10 ~ ~ ~ o u 5 o z: <C -I c.. >- I- - -I - I- :::) I ___r_~_~ r -----1 , I =L L.P'''-I , ~~wm--~ ~wm- ~ - - -wm 1 j" \ I I \ I I ~ I , I I I I : II I I :1 I I I' , : .I I , P,p, (\ OT~W.V, I I n ,v. I L.~~ F.H. ~ \ (I Ex. Fire Hydrant ~ : \ ~ I I I ~ ~ I I : \ I I, . \ >- ~ III ~ o o 0::: o () W 0::: ;0 1"(A).... TIIR 0 - -lI': d'U.B._ ,-'---,-- 4 11'- ~ I J- IO'~ !l - - ' - ..-~ - . - , ~ . 1 - - - 5::-rT"'B" ---a"'T1" - T.U.8, ~ <%> P P T.U.8, _'tTT'1, . .~ -r---wm ------ ------- 7"15" T.U.8. r,U.8. 6' wood fence ..._..._... ~... _... ~... -... -"'X. -... -... ~... -... -.. y::=.... -... ===X.. - -A- <)4"5 5 P.p. -AfL .. "5"6" ~ .,,,u. ntll-----rJJ ------- -+- -I . - """':"-\ CONNECT TO EXISllNG SANITARY t.4ANHOLE CORE BORE & GROUT WATER llGHT INSTALL FLEXIBLE RUBBER BOOT z o F Z a. 0 0::: F () () (J) ::I W g: o (J) Z o () I 1 ' 5"4" <) I I, I : toe of slope "-.. f7\ V OUTPARCEL f;\ 88300 SF V I " " (15% ~ 12" I MPERV.) o . Z 0) p 8" ~ 8" ~ 10" ~ (J)U; l--(J)fI) ~ ::I 0) ";; ..., to N : ''It. ..... ~ . " .. . c:::::::::::Ic::::::::::lIc:::::::::Ic::::::::::lIc::::::::::lIc::::::::::lIc::::::::::lIc:::::::::I 9. ~ o ". ~ . v >- C . :c ~ - :c 4- PVC DR-14 W - 8" ~ PROPOSED SANITARY SEWER STUBOUT 7" @ rn ..: ~~_~:;~;;.;;;.._..zm,,~~,,~_ .~~-...;. 10" <# 6"5" . 1\ \ 1 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ @ CD 5"7 " ~ /, @ 4" 6" ~ ~ 4" c::::::::::lI c::::I c::::::::::lI c::::::::::lI c::::::::::lI c::::I c::::::::::lI ll::W>-v)-OZV) 5" <) ~ Z CO 0:: Ii) 'V f= ~..-- ~ 0 0 ~ 'fO>N~~~~ 01 ~ ffi ~ OJ " ~ J ~..-- ..-- a. ICO~ :.., -)00..10 ooc{ 0 OOO~..--O WO::O:: 0:: c{ VJ 0 a.. a.. 0 9"12" @ i 1'" ~ .... r ~~ v .... I It: o ~ a.. 2 3 ... 1 4 U~ITS I 5,690' S.F. I@ 2 3 1 4 U~ITS I 5,690' S.F. I@ 1_ 1 _I -.J J: . J;' . en . :::) 4" <) '0" ~ @GVo"l' 10" ~ ~ 54 55 G Ii -ti- ~cnlD z...o.... ::II") IX)~" o 10. ~ 10" ~ . v ~~8 O~N ~Bll- a~1 ~~~ ~~~, 0-0 Z i :!;. ~I-C; C~Z ::10- cn~m ~.Z ~aO ~~~ x8s F::IC , . 1-15'1 UllLrY E~ENT DEDICATED TO CITY OF CLEARWATER t ~ ~ al:J Z ~ "" ii 0 ~ LLi jSZF= 0::: i;;~ 00. ~fIS~~ 5 o C z~i ~ 0:: ~ C 0 oC ~ LL ~ ~~ ~ > Ii: 0 I- F= W ~ e ~ ~ ~ C) C) ~! . I f " I C'J --j---J l' <:':l. 0- ..,.....'~,w...--~ L(';) ~ .-J ~ J N ,w....., :::z"'"'''' Cl . ~"::~.:~': ;"UN'.:" N~~'~'. ..'~' w.~n~'~~.;.~,;~~~~~..~' :":""'.'~'~ PROPOSED UGHT POLE (TYP) , 4"5"6" 6"6"7" i <) ~ s,c.o. 0 62 " ,--~~-~, ----:"~'=:'1:'" .-;;=... , h' "k f 'r" -- wood ence oncl"' ~ i' 6'1 'wood fence / ' C am In ence L 12"12' 6' h' I' k f r - - - - - - 1 I ! , " , p r cain m ence I I' ., 1./, '-1 . II ! 'y " \ I I 1 6'1 ~ain link! fen e II /.", I + t ~ j ~ ~ \ :I! ! I 1 I I ; , _ _ UDS- _ _ _ _ UDS- _ - - UDS- _ - - UDS- - - - UDS- - - - - os- - - - - uos - - - - UDS- - - - UDS- - - - - UDS- - ~ !Ii - ", ... . . , s o L L o CO .' . ~ ':' ~ . ~ ~ . ~ .: ~ I .... ~ '. ~ : I: . ~ \ . ~ ..: 'n '", U . . , . . ~ ~ 'J I @ CI) Q. o Cii i ~, j~ I ~I I I E :: I II ~<jl . 0, I I; ~9,1', I.: I Ii '1 I J.; 1 II I: I 11 __L L I" I I' .P. J W.V~M4 - r " ~ (, 1/11! t ' I /1 I I! . ~ 1 /~;r '}-;( I II I . P.P. I I I, I 5. I I II I: II I - - 11 1 I 'I I' , 1 I Il I i I I >-1 f?~~ 3: wood fence I :3 \':- '~Jf:> ; .; . '.' 24 77' I =ooul \<;:?J:~~;'.:~ ,,' @ I ", '/ " r. " I I Q: P>"lis.: Cc;111 10'1 I ~ '4. I a: II I ~ J' I II I -L-f?' ~ I iiI:; I I I lOll I g . 10.' I en,~, I I : ~ I : .<~: I :: T,S.I I ~ I I ,g ~ I T.S'1: 0 ..III ~ in I I I I I c I " I .... o CI) o .... . CI) CI) ~ ~ Cb Cb .S .S ~ ~~ ~~ .~ ~ ::::Cb ~ ~ " ~ .~ ~ ~ c:: Q)~ c:: i CI) a:t ~ .... ~.c: Cb ~ Cb~ .S ~~ l4.i Qi (,) ~CI) .~ 'ti <.) ~ -...I . 'I It: o It -ti- ~cnlD z...o.... ::II") IX)~" o ~ OJ C g a.. ~ I ~ I N CD CD CD I On'lt ~oo~ CD Ql v,...., 3n~E VJOl'O "0"---'0 ..'c .. . "Ooxo> 0- 0 c o u... u... CI) 0:: "0 .: 0'5 ~ 000 CI) .0 It') . 't:....0l~ :J 0 I ~ OIOl~ oE~ 0- nO,...., Na..I' N I' "---' '" ~~ ~~ ~ ~ ~ l L L " ~j ~~: 0- --j---J (f) 6- X W l~ f ~ W S o CL .~~ en L1J :E o ~ a:l ~ ~ .,~ ~:-:' ~:~~ @ Qi I- UTILIT~' LEGEND EXISTING SIG~!AGE ~~ ~~ h.' "" ~ ~ ~~ ~ Ii ~ 0 ~ Cll ~ ~ c:: :... c:: " ~ Q U ~ <:) -"- EXISTING UTILl1Y POLE EXISTING GUY WI WIRE EXISTING WATER MAIN EXISTING SANITARY MAIN EXISTING OVER HEAD WIRES EXISTING Cl-lECK VALVE EXISTING GATE VALVE EXISTING FIRE HYDRANT EXISTING REDUCER EXISTING BLOWOFF EXISTING WAfER METER EXISTING SANITARY MANHOLE EXISTING SANITARY CLEANOUT 'Q, ) II ~I, I.. ~ -wm- - - - san - - 0' ~ I SCALE: 1" = 40' 40' 80' I ------- 230.00' -m- . >," ~ I o . E : <C o ~ o --.J LL I><l 15"16" '0 toe of slope .0 w C - en >- ~ ~ z :::::> o (.) LL o en ~ o z <C :E t> o <C c - ~ o -I LL CI) o c CI) - [;;iI o - * ~ ,* ~ 1 1 * - * ~ .~ .~ o ..c o in o Ex. Fire Hydran_l --...- SS SANITARY SEWER · PROPOSED CLEANOUT - CO I * 1 *-.J o z<c OW o..~ <C I en I-ZW ~O~ OFt) zz<C O~'V wW"-- en~~ o 0..1- ~~ 0.. ... ~ W ~ <C 3: ~ <C w -I (.) LL o >- ~ - (.) :z <( ...J c.. >- t- - ...J - t- :) PROPOSED GATE VALVE PROPOSED FIRE HYDRANT PROPOSED REDUCER PROPOSED BLOWOFF PROPOSED WATER METER PROPOSED BACKFLOW PREVENTER WATER LINE " " " ~ -" " " " .. '. .. - , ~ ~ G ". ~ ~~~ I.~ --z 0-- u ::II") IX) ~ .. o i . . 'I It: o Existing 2" PE Gas Line per City Atlas. Contractor to field verify location. ) i l a ... ... Co; ~ ;::: J . c::::J g a.. . v / / / / / WL w :E o :J: Z 3: o ~ o U.G.L. ockflow prevention device UTILITY NOTES. ~ '9 E If) Iii l5: t Q. If) ~I ~ ~ ~ i If) I- o w a a: ~ ,;.: -+- MA TCHLINE B-B 2-=F-- r= I -I -==t- I: ~I- '> 1 I I@ .. ... . lJtIftIIfS" ... - I 2 I 3 10,:3f :.,. e 1 7 I 1 . MAINTAIN 10 HORIZONTAL FEET BETWEEN SEWER &: STORM PIPES. 2. THE LONGEST RUN OF 8" SAN SEWER = 380 L.F. 3. WHERE UNDERGROUND WATER MAINS & HYDRANTS ARE TO BE INSTALLED, THEY SHALL BE INSTALLED, COMPLETED AND IN SERVICE PRIOR TO BUILDING CONSTRUCTION PER NFPA 241. 6. Ql o ...-........... ... -........................... SEE SHEET 10 S H E E T N o . , 11 ~~c:::::::::Ic:::::::::Ic:::::Ic:::::::::I~c:::::Ic:::::::Ic:::::::::I 15' UllL TY EASEt.4ENT DEDICA TED TO CITY c:::::::::Ic:::::::::Ic:::::::Ic:::::::::Ic:::::::::Ic:::::::::Ir:::::::::Ic:::::::::Ic:::::::::::IIc:::::::::I SEE BUILDING PLANS FOR DESIGN PROPOSED 10' BUFFER/SETBACK (SOD) PROPOSED 10' BUFFER/SETBACK (SOD) ILl I~ ..J ~I~ ~I~ I~ SOD SEE BUILDING PLANS FOR DESIGN PROPOSED 4' s/W PROPOSED 4' S/W 24' PROPOSED ASPHALT DRIVE (PRIVAlE DRIVE) SEE BUILDING PLANS FOR DESIGN PROPOSED POND SOD SEE BUILDING PLANS FOR DESIGN SEE GRADING PLAN FOR F.F.E. SEE TYPICAL PAVEMENT SECTION ON SHEET 13 2% SEE GRADING (MAX) ~ MAX. PLAN FOR F.F.E. --- " y. y. ,-, ",MIN. f.:. '~~~~~~~ /~,<<@, .---::::;; 'f; ~~~. ~ ... /~ ~~ij "'" ","(/("('<("(", \,,,~ /' /"" /, " /,>.> , / 2% SEE GRADING 4: 1 M~X. (MA~ l PLAN FOR F.F.E. ,y" ','X"s" ..... "" "'>>-... "/" '\/, '. '.' 1" MIN. >/:~~")j>Y///<<V~~""'~..,: ~ /,//~<(>:~~ K<@~/<"<<"" "~~>>.~ w~:t7/ / /, ~~ /-....<<@~"''\:S'''y" ~~ ~ /" /~/ ~ - -,,-r-7 ~/----..... - - -,- ~ ~/-~"' ~-", ," )....., '" -.. "-, """\ - ~ ..- -/~ ~/ / ".... ............ /" / / / '/ / / / - - - --:'~-,~ 7' -/-'/ --y )~/// /~ /' ",' " ,/ ( ./ / ' , --- / //// //" ..... "" / ,,,.. "...../" EXISTING GRADE 10' MAINlENANCE AREA 5' < 15' 5' < 2" SLOPE I DOUBLE ROW YM~~~~ /STAKED SILT ~~,,<<-....<<~~ .., I BARRIER ~~€.'T / Y~ /~ /" ///~// /..! "'.' M"./ " h.. I y~y>> /' /(0, // STEM WALL EXISTING GRADE ~ EXISTING TOE h 7' / YW'-....:..--- _.-- ~k~YA~ - .-- -, '" /" ' ---,'7/-/, "/ ,,' I MATCH " / ",,- EXISTING GRADE SEE GRADING 2" SLOPE PLAN FOR F.F.E. '0" SLOPE_ ~~ >%~~~ /...7 /...~/ /..Y ~ ~~~~~%~~ y~~' ~~~ItIt~%%~~%~~%%~~1fV D.H.W. ELV - .~~~%~V. ',/".,';., /~<<<~@0 / N.W.L ELS2 . ~~~>'// - - ,........-:'~ ~".... -~?0V / 7>: '/>:: /> INTERGRAL CURB (TYP) SEE DETAIL ON SHEET 12 INTERNAL PRIVATE DRIVE SECTION C-C N.T.S. SECTION F-F N.T.S. SECTION J-J N.T.S. SEE BUILDING PLANS FOR DESIGN I ILl z ol~ ~I~ I~ ~ WElLAND UNE/ WEllAND I I CONSERVATION AREA , I I I 24' 8' I' 15' 8UFfER SElBACK 'I TOP OF BANK I I ELEV. - 88.0 I -----.~ 8:1 SlOPE I I 0~>Y~N/>Y )l \7 _ , __, _ ,_ _, _ _, _ TOP OF SKIMMER I ",.0(~~~~~~~<<<.~%. . -"LD.H.~ 1-25"'-"" HR.) EL - 88.7D - I U', ~~'>5;~"">)o.~~':<<>1f/~/?X//. . I - - - -. ~ . - -. - -=- - . - ~RELEV. ->- ~ ,f ~ ~~~~~~~~~~~~~~~ ..~~~ FLARED END I DOOBLE ROW - - - - - S2D~LW. EL ,~.69_ ,- ,\7 ,N.W.L ~~8~75 . - -_ -_ -_ -_ -_ . ~OTTOM OF 5KIMMER --=U~~f// r~~~~~~~~~~~~~~~~~~~, SECnON (D~~3 STAKED gLT 8ARmER - . - - -"L - . -- 4'.4'.4" CONC. SLA8 ):i" ~ - -0- MATCH EXISTING - - -. -~ - - - -=- ELEV. - 82.5D / :. INV EL - 82.00 J ~__ GRADE N ~ ./.. . _ .., 1 75 ...-.J'- V . ~Qo. GRADE BREAK ELEV. - 8~' / / / /J /(</ /' ~ ~ ~ ~~-::0.' , /<.'< '" .\ ~ /ij/ij'>Y~Y~ . . '<V0:.~~~<< ~'0 ~fJf<W' . · .'. · · ',.,. _ 91.75 / N . . / . / -v::> ~ .. >:;.';::> ., ~'/AY~~~<< ~'< ORIFICE SEE CONlllDl. SlRUClURE I 40 LF - i.~:CP UNE WI RU88LE RIP-RAP ~/<,\<,~ GRADE 8REAK ELEV. - 79.75 L.~zZ;;>ij// · .).:. /.' (D-32) DETAIL ON SHEET 14 0 ___ll: 'MlH FILlER FA8RIC /~~~ dh~'}> ./ SLOPE PRDlECnON '~/~~ 0<..</ CONlROL SlRUCTURE (0-32) /,,/ /,,/ ....... >:........>~ i'. ,f:-{//:(' SEE DETAIL ON SHEET 14 <><;< ., 93 ;...... 'v(..... "</~>> ~9C> 'VP 'i> / //", ~~ /\:' BOTTOM OF "~~ >/:'-....:. POND ELEV. III: 72.0 0<~ ~~ ~/ ^ ~>/> '?(~"(/,,~/~"<f.." SOD SOD NORTH POND 5' 10' 32' 16' 7' UTTORAL ZONE (VARIES) 16' VARIES ~ ! .s i ~ ~ S c.; ~ ~ ;:: RIP-RAP IS TO UTIUZE EITHAERBLABRNOKKEETN THCONICKC:~ g~ 1B~~NA~ri~E. ~~~Vt1~J~~~DA TION: GRAVITY OF AT LEAST 1.9, . Wmln-4 Iba.; WSO-30 Iba; WmQx-7S Iba. THE FILlER FABRIC SHALL BE TYl.E 0-2 AS SPECIFIED IN FOOT INDEX 1199 I t ~ ~I ~ I I ti w ~ ~ :..: NORTH POND SECTION G-G N.T.S. >- ~ CD Cl Cl ~ o () w ~ D z o z F 0 a.. ~ F () () (/) ::J W ~ Cl (/) Z o () D a::W>-Vl-OZVl " Z (() C:: L{) ~ ~ ~, ~ ~ ~ 8 'f ~ Q:: m .. LLI Z ..1.. L{) ~ ~I N ~<( <(t:::.. I ..- ~ =, ~ ~ .. "ll::..- I I(()~ -; a~~"- D ~o~ ~ ~ 0<(0 (/) 0 Q., u.. ~~~ I ~ S g ~~l- ~ ~ P.:j d Z ~ sm~ '. ~ ~ ~ ~ ~~5 -l :~I~ ~ ~ ~~o ~ ~ l5lz~ D --l l- ; d ,.... 10.1 f}5 ~ F =:J ii~ , o~ ~~iS~ J ; ~~i I ~ t-= ~~~ ~ ~ ~~P.:jl ~ ;:)cC~ e ~.~ ~ o~ ~ ~o~ ~ ~ Ii: fi3 iii is l- F=::J ~~o ~ e ~ :I:8s F::IC en LU :E o :I: a:I ~ CI) CI) ~ ~ Cb Cb .5: .5: ~ ~~ ~l .~ ~ :::: Cb ~ e: ..,;; ~ .~ :s; :e c: Cb~ ~ "'~ Q:(,) Cb ~ :eoC: Cb ~ Cboq: .5: ~~ ~ ~ (,) ~ CI) .~ ~ (j ~ ""'" ('oj to to to I Ol")-.t OlDlD ~tOr-- Q) -.t ,...... 31")~E (/)or--o 'O"-"() .';: X 0- 'Oooc OLLLLQ) o '0 Q:: .: 0 '5 ~ooo Q)-e~~ "t:ol~ 8IOl~ oE~ 0- 1")0,...... ('ojQ.r-- ('oj r-- "-" "ijj l- ...: ~Qj ~~ ;, ...\(".,...,."".,. ~ ~ ~::::';.' w, ~ ~ ~! w e - en >- a: <C l- e :z: - a: :::::) 0 en 0 ...J Z (.) LL 0 - LL ... I- >- 0 I- 0 en :z: w :::::) en a: 0 0 en (.) :z: en <C en 0 :E <C D: W ...J 0 ...J :E w 0 :z: ::J: - 0.. :z: 3: 0 I- S H E E T N o 15 4.0 WETLAND MITIGATION PLAN To compensate for the above-mentioned 0.0281 acres (1224 square feet) of impacts to wetlands and surface waters, we propose to create a 0.471-acre littoral zone mitigation area (M-l) surrounding Wetland #1 and enhance Wetland #1 by controlling the water level to provide a larger hydroperiod, and revegetate the wetland by installing native aquatic plants. M-l is an area approximately 0.471 acres around Wetland #1 that will be graded to the correct elevations and planted with native herbaceous wetland plants to provide for wetland mitigation for the proposed wetland impacts. The existing seasonal highwater (SHW) elevation for Wetland #1 (39.0') was estimated at the highpoint in the man-made discharge swale that flows to Wetland #3. The low point in the wetland is approximately 38.8' resulting in an extremely shallow hydroperiod. Therefore, in order to rehydrate the wetland, we propose to reestablish the normal pool (NP) elevation at 40.0'. This will provide 1.0' of water depth within the wetland at the normal water level. Replanting the following native aquatic plants will enhance the vegetative component of the wetland. The stormwaterwill be pre-treated in the deep, western pool of Pond 7 for sediment removal and a skimmer to remove oils and greases before discharge into the Wetland #1 Enhancement AreaIM-1 Area. The mitigation ratio for the creation of Wetland Mitigation Area #1 (M-l; 0.471 acres) to the four wetland impacts areas (total 0.0281 acres) is approximately 16.8 : 1. 5.0 MONITORING AND MAINTENANCE PLAN A Wetland Mitigation Completion Report, to include as-built surveys and planting details of the mitigation area will be submitted to the EPC within 30 days of completing construction and planting of the wetland mitigation area. The as-built survey must include representative elevations of the bottom slopes. A contour line within 0.1' of the upper design elevation (typically SHW) shall be depicted on the survey. Using the polygon formed by the upper elevation contour, calculate and report the as-built acreage of the mitigation area on the survey. Upon EPC inspection and approval of the mitigation area, the monitoring program shall be initiated. Semi-annual monitoring along with associated monitoring reports and maintenance is required for a minimum of three years. Monitoring reports will be submitted to EPC within 30 days following each monitoring event. At a minimum, monitoring reports should address: 1. Date planted and number of planted materials used. 2. Soil stabilization measures used. 3. Percent survival of planted species. 4. Number of plants replanted, if necessary, and when planted. 5. Water quality a. Visual observations b. Lab data if necessary, Le., salinity, conductivity, pH, etc. 6. Desirable wetland species cover 7. Plant diversification and natural recruitment (list species present). 8. Depth of water at monitoring event. 9. Permanently marked photo stations. 10. Wildlife usage. 11. Overall ecological evaluation. 12. Problems encountered and corrective actions implemented or needed. a. Maintenance shall mean the removal of nuisance or exotic species. Nuisance species coverage must not exceed 10 % (cattails, Typha spp.; willows, Salix spp.; primrose willow, Ludwigia pencviana; dogfennel, Eupatorium spp.; Sesbania spp.; water hyacinth, Eichhornia crassipes, are examples, but not the comprehensive list of nuisance species). b. Eighty-five (85%) survival must be guaranteed for each planted tree and shrub species. 50 % cover with desirable native wetland species must be achieved at the end of year 1, 70% at year 2 and 85% prior to release. Annual replanting is required if these criteria are not met. c. A timetable for the start and completion of the mitigation work must be included. Mitigation shall be completed within 120 days of start of construction. d. Indicate plant source (Le., certified nursery grown, bare root, transplanted from on site). If collected plants are to be used, donor sites must be identified and approved by the EPC. Monitoring and maintenance must continue until all EPC success criteria have been met, at which time a Certificate of Completion is issued. If success criteria cannot be met, reconstruction of the mitigation site may be necessary to achieve functioning wetlands. ENCROACHMENT AREA (VARIES) 8' MAINTENANCE AREA 16' WEllAND MIT1GA TION AREA f1 (VARIES) EXISTING WEllAND AREA 12 (VARIES) WEllAND MIT1GATION AREA 11 (VARIES) 16' I.&J Z :J ~ ffi 2> Ix: Q. I.&J Z :J c~ ;~ ~ ii:: ~ I.&J Z :J c~ ztj ~F ~2 ~ ii:: ~ TOP OF BANK ELEV. - 76.0 WEIR ELEV. DOUBLE ROW [STAKED SILT BARRIER 70. 7 SLoPt EL. 71.0 CONTROL STRUCTURE (0-2) SEE DETAIL ON SHEET 14 LEGEND D', . . " . D D CONCRETE PAVEMENT ASPHALT PAVEMENT PROPOSED WETlAND ENROACHMENT (0.41 AC.) PROPOSED WETLAND MITIGATION AREA (0.41 AC.) PROPOSED UPLAND BUFFER ENHANCEMENT AREA Q 12- WETLAND MITIGATION AREA . GO DO NOT MOW ;... 3- GALVANIZED STEEL POLE THIS SIGN (TYPICAL OF 3) TO BE INSTALLED AT PERIMETER Of WElLAND MIT1GA TlON AREA FlNISH GRADE . ' 4 . '4 CONCRETE . ' . CD I"') . ' 'a ; . I"') I ~ 12- .1 WETLAND MITIGATION SIGN DETAIL I.&J Z :J c~ ~~ ~2 ~ ii:: ~ -, I I I __.J STAKED SILT FENCE (lYP) DOUBLE STAKED SILT FENCE ~ PROPOSED TREE WELL 768 .... (6.7 /6.5 a' ~ SCALE: 1" = 40' 40' I 80' I ON-SITE WETLAND #1 (0.07 AC.) PROPOSED FlLL AREA 0.07 AC. MIT1GATlON AREA M-1 (0.41 AC.) <( W 0:: <( -.-.J <( Z o r- u o (j) 0:: ::J J 81$4 I .,. '. " ..' , Ii, -: . 1 .' " 70f '..; " '~ .;.::. :. :~ WETLAND JURISDICTlONAL - UNE .' " " H H H LI E / i; stC~O~ 71.0) " CONTROL ~STRUCTURE ~, ' 71.4 ' ", I ' + 1/ :;.. 1// /,1/ 1/ /1/ '/~ I . ~~ '~, ~~ ~10 . " /' i.' fjl '~if' ~~ , . rl' ~ 11:3 ' 70'~ . ,~,4 ~ "~4,~ sf II. .. 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'," '/ '.' , ~">... I /~I ' . ", ,.: ", /' 'i " \ .'.. <'" ~~ A@'lw_. ,;:. ~ @'a " ~ I , I ,'n /~ [:\1::";. ?" I,,""': r.:.J:;' ~,.; ,,,'~,J7',1 ~ ~.JiX\'lXl~'~ ,,,":-,.,,;~'.( ,,~ .... I.. ~ I I 'r ~~~.rt'lli':':''1~~ :E:)l~.~~~~"!\io~~:"a,. I~ .' '.' .~-",' I U .~,~C I I PP., I~: I 1 (Ti B~~C~f @~; I BLfCK'f @1~:-I" BLfCKf @ {~:f, ".< i1u"':: ,: L 1._ ---._----,---- <----"--....iRI.__..._,...... _l. ~_.___ _________________ - (15% I MPERV.) z o (/) > o m ~ :=)W . (/)(,9 (1- z~ a::: . OJ :=)(1- OJ ~ U <C -.J p OJ MATCHLINE SEE SHEET IR-B I . Z 0) p >- C . :c CJ - :z: . UJ . ::) + 0' 40' 80' ~ I SCALE: 1" = 40' '::lliK. (Dl$l\jl~ AN IRRIGATION DESIGN COMPANY 620 Shannon Road. ORLANDO, FLORIDA 32806 PHONE (407) 425-3485 FAX (407) 423-5241 Bob & Jason McElroy irrdesignecfL rr. com O::W>-Vl-OZVl >- ~ CD Q Q 0::: o U W 0::: D z o z ~ 0 0::: 1= u u U) :::l W g: Q U) Z o u D e" Z to ci:: lO v~ W""'- woo....., o 0 I ~ a::m..(D~~ 0 lOO::: 1",,>-<(<(1- I w ~ [DC>::::!J~.....- .....- a.. ~,,.. ~ . . (Xl .. I D I ...., ~ --, --, (Xl ~ .....- ~o~ ~ ~ <(0 (/) 0 a.. a.. 0 ~~i ~~I- aBlG ~m~ ~~o b-U zi~ >-I-C; C~z ~o- rnFm ~.z ~aB ~~~ F~~ en UJ :E o :I: a:I ~ w c - en >- a: ~ z: ::::) o (.) LL o en a: o z: <C :E w :E o ::J: z: 3: o ~ S H E E T N o fI) fI) ~ ~ Cb Cb .S .~ ~c:: Sl c::ll:i ll:il .~ ~ :::: ~ ~ ~ ~~ ,~ s: ~ c:: Cbll:i ~ ~~ ~ ~ .! fI)~ ~ ~ Cb~ .S ~~ ll:i ~ ~fI) s:~ C3~ ....., t ~ ~ g ~I::J z ~ ('..j .-s~o ~ G1 l..(";) ai5m~ g: ~ t;~z~ D -1 ~~~~ ~ ~~~~ ~ ~ c 0 c ~ LL 0>- c1 ~m 10: fa I- F=:::l ~ ~ ~ N to to to 1 On~ OCX)CX) .-tOl'-- Q) ~,..., 3n~E (/)01'--0 'U'-"U -r5';;: X 0- 0-20C: o lL. lL. Q) a::.:o~ ~ooo Q) .0 Ll) , -L.0l~ L. 0 I ~ 8IOl~ oE~ 0- nO"'" NO.1'-- N I'-- '-" Q) f- ...: ~Qj ~ ~ h..' ... ~~ ~~ ~ i ~ iii ~ III ~ ~ :... i ~ () u !s <:) <C c - a: o ...J LL ... a: w I-- <C 3: a: <C w ...J (.) LL o >- ~ - (.) z < ...J c.. Z o - I- < c;, - a: a:: - IR-C . (I ecx.e ..... .~<l-e-~ .~!l-e3 ~~ *-V-I-_ .~e~ 0) @) I4UNTER I4UNTER RAINBIRD I4UNTER I4UNTER I4UNTER WA TTS ~ I4UNTER ~ APPROVED APPROVED I" APPROVED APPROVED . APPROVED @) APPROVED i .rc ;"'1-- " " '.,.... I 1,_ .......... r---'I " .", , i : -'.... r":> .\.... i' bJ CROSS OUTSIDt WALL o'~~o ~- D!=; (!J<')(!! o ~ (Hi~ 0 ~ @O)$ ~ :'9 D. o - " GROUND .ROD ' ,,' ) i l ~ ~ cD ~ i1l c:j !!; , I H, 'f~ r~ ' ~WK B~/l 0 -4r~'7r;D,:. 14/1 DIRECT BURIAL WIRE INSTALLED IN CONDUIT OR UNDER MAINLINE. PLACE A LAMINATED LIST OF ZONE INFORMATION INSIDE CONTROLLER DOOR. CONTROLLER DETAIL t Q. l/J -', ~ ~ ~ ~ I I- o w a rr: !!, :ii ~~~GA TloN L.EGEND CII':.I kJN Wl'W7I. I ... I ..... IUD ...w.ca PROS-06 SPRA"r pop-up SEE DETAIL PROS-12 SPRA"r PoP-uP SEE NOZZLE CI4ART SEE DETAIL RAIN BIRD PABS-SI4RUB ADAPTER INST ALLED ON PVC RISER. I4UNTER PROS-12 WITI4 S SERIES MPR STREAM BUBBLER NOZZLES SEE DETAIL SEE DETAIL ~~~~:~I 4lZl I ~ ~ ARC, "4 1.4 ICC SERIES CONTROLLER. TO BE LOCATED IN TI-lIS GENERAL AREA. WITI-l MINI-CLICK" RAIN SENSOR. (120 VOLTS 10 AMP BREAKER.) I4UNTER PGP 4" PoP-uP ROTOR 4!;' 4lZl' 33' SEE DETAIL SEE DETAIL WATTS" REDUCED PRESSURE T"rPE BACKFLOW DEVICE, SEE DETAIL ICV SERIES ELECTRIC REMOTE vALVE, SIZE PER PLAN. LINE SIZE BRASS GATE VALVE, SEE SPECS, SIZE PER PLAN, CLASS SCI-l 40 Pvc MAINLINE SIZE AS NOTED ON PLANS, SEE DETAIL SEE DETAIL SEE DETAIL SCI-l 160 PVC LATERAL LINE AS S140lLN UNTIL A SMALLER SIZE IS SI-lOlLN, USE v2" PIPE ON ALL I-lEADS WITI-l A TOTAL OF 6 GPM. SCI4 40 Pvc SLEEVE-MIN, TWICE TI-lE INNER PIPE DIA, CONTROL WIRE SI-lALL BE SLEEVED SEPARATEL "r INSTALL (2) SPARE WIRES PLUS A GROUND FROM IRRIGATION CONTROLLER TO TI-lIS POINT, SEE DETAIL SEE DETAIL SEE DETAIL WA TER METER B"r OTI4ERS (TO BE DETERMINED) SEE DETAIL PIPE (TYP.) - REBAR BENT AROUND ~ FITTING (TYP.) " ; I FITTING (TYPICAL) , ! , ~,... y',".,'"',".'''.'',',,,','..,.,''. '" . ' : .' . . . ",. b j , (~/~' CONCRETE THRUST BLOCK (lYP.) UNDISTURBED SOIL (lYP.) ELL TEE 450 ELL TI-lRUST BLOCK DET p,lL. ]4 MINI-CLICK IRRIGATION CONTROLLER (SEE LEGEND FOR lYPE) (REQUIREMENTS VARY - CHECK CODES FIRST) , JUNCTION BOX ELEC. CONDUIT REDUCED PRESSURE (120 V PWR. IN) r ELEC. CONDUIT BACKFlOW GALV. UNION (24 V PWR. OUT) (1 OF 2) GALV. GALV. ELL ~~~~ 4>] ! ~ .~ (1 OF 4) 11111I" -.w II 111I1 ~ ~ ~ ~ " MIN~ 12 ~ I I SNAP-mE CONNECTOR ELEC. VALVE /i(SEE LEGEND) AMETEK 12" X 18" [V,,"-VEBOX ii"J=V "'" :~I;t'11 4~:. . ~ I '~_\~r~?",\h.<'rn; )~'(;0(<~"i"~(i'~~ II~' ,- , :t)\"", ~ ' , ~" GRAVEL BASE~ II SPARE WIRES lYP. ALL VALVES ~] r _~ PER PLAN I MAINLINE ':J: ~CREATE EXPANSION LOOPS (WHEN THE MAINLINE CHANGES DIRECTIONS. ELECTRIC VALVE DETAIL TRENCH DET AI L LINE SIZE BRASS BALL VALVE - GALV. NIPPLE - 1 OF 3 FINISH GRADE I ,I i : I l L TO poc I- , l- II I I 18- I. ...11 THE BACK flOW LOCATION AS SHOWN ON PLAN IS FOR CLARIlY REASON ONLY. THE IRR. CONTRACTOR SHALL FIELD LOCATE BACK flOW PER OWNER REP. I' ,\ I \ II~II 111laJI 71 :1 I' I.'~(, SAC K FLOW DET AI L : I , " ij- " " c '~~T~l:)N S.,. 0 I t:.ri I -~ ~.......~ r _....1 l"'IlI!"~A WA TER SOURCE 1. WATER MUST BE DELIveRED TO TI4E SITE AT SUFFICIENT PRESSURE AND FLOW TO PROViDE MAXIMUM PERFORMANCE AS SI-lOlLN BELOW: PRESSURE REQUIREMENT - 60 PSI WORKING PRESSURE AT FIELD LOCATION AND ELEvATION - 40 PSI AT BASE OF SPRINKLER I4EAD FLOW REQUIREMENTS N/A- GPM MAXIMUM FLOW RATE N/A- GPM MINIMUM FLOW RATE DIFFERENCES IN AvAILABLE FLOW AND OR PRESSURE WILL REQUIRE DESIGN CI-lANGES, 2. WATER SERviCE LINE, WATER METER, CI4ECK VALVES. SURGE PROTECTION, ETC.. AND PERFORMANCE OF TI4E WATER SOURCE ARE NOT A PART OF TI-lESE DRAWINGS, I-lEAD LA"rOUT 1. I4EAD LA"rOUT AND SPACING IS BA5ED ON AREA DIMENSIONS, ALL I4EADS OF EACI-l ROW ARE 5PACED EQUALL "r ACROSS AREA. NOZZLE SELECTION BASED ON MINIMUM AMOUNT OF OVER SPRA"r ON I-lARD-SCAPE WITI-l MATCI4ING PRECIPITATION RATES ON TI-lE LANDSCAPE, 2, I-lEAD AND LATERAL SPACING WILL VAR"r WITI-l DIMENSIONS OF AREA, ADJUSTED SPACING MIGI4T BE NECESSAR"r TO AVOID OVER SPRA"r ON AN"r I4ARD-SCAPE. ALL SPRINKLERS AND NOZZLES SI-lOULD BE SELECTED BASED ON SPRINKLER PERFORMANCE, SPACING, AND ARC OF CovEiv:.GE, AND ACCORDING TO FIELD DIMENSIONS, PIPE SIZES 1. LATERAL PIPES SI-lALL BE SIZED SO TI-lAT TI-lE WATER VELOCIT"r DOES NOT EXCEED S FT PER SECOND. EXAMPLE: 1/2" 6 GPM, )~" 10 GPM. 1" IS GFM, JI/4" 26 GPM, II" 36 GPM, 2" S0 GPM, 2V2" B0 GPM, 3" 120 GPM, 4" 200 GPM, PERFORMANCE STATISTICS 1. TI-lE FOLLOWING PERFORMANCE STATISTICS WERE CALCULATED BASED ON INFORMATION S140lLN ON TI-lIS PLAN. CI-lANGES IN OPERATING PRESSURE, I4EAD SPACING AND OR NOZZLE SELECTION WILL EFFECT RESULTS, AvG, PRECIPITATION RATE FOR SPRA"r ZONES - AVG, Pr, I4EAD -I.S8 InllT. AVG. PRECIPITATION RATE FOR ROTOR ZONES - AVG, Pr, I-lEAD -31 In,/lT. RUN TIME FOR I" OF WATER-SPRA"r ZONES: 38 MIN, PER STATION (BASED ON AVG, PRECIP) - ROTOR ZONES; II-lR, 43 MIN, PER STATION (BASED ON AVG. PRECIP) RAINBIRD NOZZLE Cl-;ART 5pr'a~ MPR ~dlU6 Freeeurs Flow 5pr'a~ patt..n Nozzls ft. ~el GFM Trajectory 36tZ>" Ai'c o 21tZ>" Ai'c ~ 22S" Ai'c ~ l8cZlo Ai'c .. 13!" Ai'c ~" Ai'c AdJ"Ai'c It , etrl~e - . PGM ROTOR (SEE PLAN FOR NOZZ. SELECTION.) ISF 12F lcZIF eF SF ISTQ 12TQ lSTT 12TT 1Sl4 12~ ItZ>14 ~ S~ , 1ST 12T ItZ>T &T !;T . lSGl 12Q ltZ>Q 8Q SQ ISvAN 12vAN ltZ>v AN &vAN 6VAN 4VAN ISE6T lSC6T lS66T ~6T \ ,! I IlL' , .. li:;~OIL ,~ Ii' .: ::! I IS' 12' 1tZ>' &' S' 3c?) 3c?) 3c?) 3c?) 3c?) 3.11Z' 2htZ> 1.58 14>S ~.1~ IS' 12' 3c?) 3c?) 2:18 1.~ IS' 12' 2.48 1.14 3c?) 3c?) IS' 12' 1tZ>' 8' S' Ib& 1.3tZ> :ic:!l 1;2 :ltZ> 3c?) 3c?) 3c?) 3c?) 3c?) IS' 12' lIZ" &' !;' 1:l3 IZ' a1 tZ> 1; 3 IZ' .3S tZ>.13 3c?) 3c?) 3c?) 3c?) 3c?) IS' 12' ltZ>' &' S' 3c?) 3c?) 3c?) 3c?) 3c?) 1Z'.c:!l2 tZ>hS tZ> .3c:!l (/)26 tZ>.1tZ> IS' 12' I(/)' &' 6' 4' 3c?) 3c?) 3c?) 3c?) 3c?) 3c?) va rIse varlse varlee V~rlse Varlse va rIse 4xlS 4x3(/) (/),61 121 121 1.13 3(/) 3(/) 4x3(/) 3(/) l3x1& 3(/) R- HARD-SCAPE \3/4"X 18- PVC FLEX ~ /C: 3/4" 1/ ST. ELL j \/ ___ I 1-c:::1' / / SCH 40 SXS TEE INSTALLED LUSING PURPLE PRIMER & TURF- TlTE CEMENT. (lYP.) 6" POP-UP ROTOR DETAIL I SCH 40 SLEEVE I INSTALL SLEEVE AND INNER PIPING AT SAME TIME. (SEE ROUGH IN DETAIL ABOvE) SLEEVE D ET AI L 3(/)" 3(/)" IS" 1tZ>0 So 3(/)" 3(/)" 3(/)" 3(/)" 3tZ>" 3(/) " IS" ltZ>" So 3(/) " 3(/) " IS" I(/) " S" 3(/)" 3(/) " IS" I(/) " So 3(/)" 3(/) " ISO I(/) " So So 3(/)" 3tZ>" 3(/)" 3tZ>" 6" POP-UP SPRAY HEAD (SEE NOZZLE CHART & PLANS i4"1 r FOR NOZZLE SELECTION.) \IIlIIIIlMIIi I, ,,~I ~'. ' h I II W' i :.' I " I i:: , I I J 1/2">< 12- /FLEX PIPE "'t--. ~ I I I 6" POP-UP SPRAY DET AI L ZONE VALVE SIZE 12- POP-UP SPRAY HEAD SET HEIGHT TO CLEAR - PLANT MATERIAL 1 / 1/2- ST ELL --.I 12" POP-UP SPRAY DET AI L GENERAL NOTES 1) TI-lE DRAWINGS ARE DIAGRAMMATIC. TI4E CONTRACTOR SI-lALL BE EXPECTED TO MAKE TI-lOSE MODIFICATIONS NECESSAR"r IN TI-lE FIELD TO REACT TO ACTUAL FIELD CONDITIONS, WITI-lOUT DEPARTURE FROM TI4E DESIGN CONCEPTS OR INTENT, 2) ALL WORK SI-lALL CONFORM TO AN"r AND ALL APPLICABLE REGULATIONS AND CODES FOR TI-lE LOCATION OF TI4E WORK.. TI-lE INSTALLER SI-lALL OBTAIN AN"r NECESSAR"r LOCATES. PERMITS AND INSPECTIONS, 3) ALL WORK SI4ALL BE CLOSEL"r COORDINATED WITI-l TI-lAT OF OTI4ER TRADES, IN ORDER TO AVOID CONFLICTS, REFER TO LANDSCAPE AND UTILITIES PLANS WI-lEN TRENCI-lING TO AVOID TREES, SI4RUBS AND UNDER GROUND UTILITIES 4) ALL MATERIAL AND LABOR REQUIRED TO PROVIDE A COMPLETE, OPERATIONAL AND FULL"r GUARANTEED S"rSTEM SI-lALL BE CONSIDERED PART OF TI-lE WORK. WI-lETI4ER OR NOT TI4E"r ARE SPECIFICALL"r INDICATED IN TI-lE DOCUMENTS, S) TI-lE CONTRACTOR SI4ALL PREPARE AN AS-BUILT DRAWING ON A REPRODUCIBLE PAPER (SEPIA OR M"rLAR SI-lC"IJING ALL IRRIGATION INSTALLATION. A M"rLAR OR SEPIA OF TI-lE ORIGINAL PLAN MA"rBE OBTAINED FROM TI-lE LANDSCAPE ARCI4ITECT FOR A FEE. TI-lE DRAWING SI4ALL LOCATE ALL MAINLINE AND VALVES B"r S140WING EXACT MEASUREMENTS FROM I4ARD SURFACES. PLEASE SI-lOW WIRE DIRECTION 6) ALL I-lEADS SI-lALL BE OF TI4E PROPER T"rPE FOR TI-lE AREAS WI-lERE LOCATED. AND SI-lALL BE INSTALLED PLUMB AND WITI-l TI-lE PROPER I-lEIGI-lT. ALL I-lEADS AND OTI4ER EQUIPMENT SI-lALL BE INSTALLED WITI4 ADEQUATE AND UNIFORM CLEARANCE FROM ALL I-lARD-SCAPING, TO MINIMIZE WATER OVER SPRA"r ON IMPERviOUS AREAS. 1) TI-lE WATER SUPPL"r FOR TI-lIS S"rSTEM SI-lALL BE CIT"r WATER (SEE LEGEND FOR METER SIZE AND CRITERIA FOR FLOW AND PRESSURE REQUIREMENTS) >- [D (!) ~ Cl Cl 0::: o U W 0::: D z o F a.. 0::: U Vl W Cl z o I- U ::J g: Vl Z o U D ~ < Cl ---l < Z l..L.. (J) ex:> r-- ill It) ~ n N ~ d z D a::W>-Vl-OZVl (() a:: ~" t! a::o>..m~~ cL N ii; <( o<,d- ~" ~ ~ J ~(()~ -; ~O ~ ~ (f) 0 0. 25~,., ,e:8 0~C'l ~Bl~ fi3-~ -::lE~ ~~15 o ~~o ~f: . 0-0 zi~ ~I- - <::lC) ::lEo~ enF!=m ~~z 1l.8~ lX!!;~ ILl 8 0 F!=::lE~ WIRE USE CODE DEPTHS IF GREATER II~~~ . ~ 1,.- i"::.l ~'~ W/\ V ~ ,', ,"'T .: 'd I '" "I "'I 'I 1/2"X18- PVC flEX PIPE \ I ("'.... I \. ~ ~ B) I4IGI-l VOLTAGE POWER SUPPL"r TO TI4E IRRIGATION CONTROLLER SI-lALL BE TI-lE RESPONSIBILIT"r OF TI-lE GENERAL CONTRACTOR. TI4E IRRIGATION CONTRACTOR SI-lALL BE RESPONSIBLE FOR INSTALLING TI-lE CONTROLLER AND TI-lE LOW VOLTAGE WIRES, ~) ALL CONTROL WIRING SI-lALL BE INSTALLED UNDER MAINLINE, IF NOT POSSIBLE TI-lEN ELEC. CONDUIT SI-lALL BE USED FOR WIRE PROTECTION USING FULL BOXES IS0' D.C. WIRES SI4ALL BE TAPED EVER" 20 L.F. WITI-l ADEQUATE SLACK AND SURGEI EXPANSION LOOPS AND SI-lALL BE SPLICED ONL"r IN VALVE BOXES, USING SNAP TITE CONNECTORS. TI4E CONTROL WIRE SI-lALL BE UFlIJ4 PVC JACKETED, SINGLE CONDUCTOR CABLE, USING RED FOR "I-lOT" AND WI-lITE FOR VALVE COMMON, (SEE PLAN FOR SPARE WIRES) 10) ALL PIPING AND WIRE PASSING UNDER PAVED AREAS SI-lALL BE SLEEVED WITI-l 5CI-l 40 PVC PIPE. SIZED A MINIMUM OF TWO NOMINAL SIZES LARGER TI-lAN CONTAINED PIPE, 11) AN"r PIPING S140lLN OUTSIDE TI-lE PROPERT"r LINE OR RUNNING OUTSIDE A LANDSCAPE AREA IS SI-lOlLN TI-lERE FOR CLARIT"r ONL "r. ALL LINES SI-lALL BE INSTALLED ON TI4E PROPERT"r AND INSIDE TI4E LANDSCAPE AREAS, 12) TI-lE INSTALLER SI-lALL BE EXPECTED TO BE FAMILIAR WITI4 AND FOLLOW TI-lE INSTRUCTIONS CONTAINED I4EREIN, ON TI-lE DRAWINGS, IN TI-lE CONSTRUCTION DETAILS, AND IN TI-lE WRITTEN SPECIFICATIONS, SI40ULD A CONFLICT BE DISCOVERED WITI-lIN TI-lE DOCUMENTS, I-lE SI4ALL IMMEDIATEL"r NOTIF"r TI4E PROJECT MANAGER AND REQUEST CLARIFICA TION. CAP ENDS AND STAKE STUB UP ~ MEA&JREMENT6 FROM ~ 2 REFERENCE POINT - 40' TO 6TUB UP. en UJ :E o ::I: r- >- 20'- a] ~ H~ l _. GALLONS ~ ~ PER MIN. -- MARK BACK OF CURB t ~.... r--. e ::--J :'. I ..11 ~ ~ ,> ,...: I . . i i ~ r--.. l / ;V//// /: '. ~ 0" VALVE IDENTIFIER I f ~ I I[ TAPE END ~ ~ INNER PIPE OF SLEEVE STUB UP SCHAO SOLVENT-WELD PVC (REQUIREMENTS VARY - CHECK CODES FIRST) , w C - en > a: I-- z: :::) o (.) LL o en a:: o z: c( :E ROUGI-l IN SLEEVING DET AIL PA-8S INSTALLED TO MATCH HEIGHT OF SURROUNDING ~\ PlANTS 1/2" SCH 40 RISER PAINTED BLACK ~ ~ ----K ~ ~ .Y~ "-<'r I :,",u~);T-l~~::~rc .~ f It ~ WALL ___ ,,' -18~ UNE SIZE BRASS GATE VALVE - ~. AMETEK VP/10 V&VE BOX l I 'I' i , . I' !u,} , lu Hi " ~ u'. :: I; , ' I "',:1: I 8" I i I iL 'A ~', I ~ u HI fl1\ 1.1 ! --- :': ':: I', .', .T , ',U,u, u , Inl \ (1 OF 'l) NYLON / II l:: 1- ANGLE IRON . .........I..J ,~ 'bh'~'~~i~yt~1'fi:;'Y~ I 0 I : I ... .;: II w :E o :t: z: 3= o I-- v SHRUB SPRAY DET AI L 'll<<(:' ,0 ","--'\ 'j)':"~: "0'l~:;4" t",'~,',:1.. : \,' :. '~" ~., \~1 u. , , , -". ;-: . '-', . " :,' I '.:: . GATE VALVE DETAIL AN IRRIGATION DESIGN COMPANY 620 Shannon Road. ORLANDO, FLORIDA 32806 PHONE (407) 425-3485 FAX (407) 423- 5241 Bob & Jason McElroy irrdesign@cfl. rr. com S H E E T N o fI) fI) ~ ~ Cb Cb .5: .5: ~ ~~ ~~ .~ 1:: ~ Cb qs e: ~ r;:: () .~ s ~ r;:: Cbl.l.i ~ ~~ Q: ~ ~ " ~.c:: Cb ~ Cbooq: .5: tJ)Cb ~~ ~ :;:: fI) .~ 'ti ~ ~ ...., c( C - a:: o ...J LL ... a:: w I-- c( 3= a: c( w ...J (.) LL o > I-- - (.) (!) z LO v l= o 0 o I ~ .. I ~ a..w '11:..- I .ro.. D Jrow,,- ~ ';;:0 0. 0 01 >- ,., 0::: iD <{ z ~ ---l W 0::: a.. ~ en ~P.; 0 al::l z ""~C)~ zzl= Clil-~ ~fi3m- lil~~ ~ D ~en~::l ILI~ < ..J ILl 0 ~ "" Zct:50 LL ::l < 0 0< ~ l..L.. ::J~ < <1Il 0 Cl > I:L W I- I=::J o ei Vl z 0 Vl ~ C=> C=> ("..J l.f':l .....-j -1 .::> -:> N ill ill ill I On~ Sex:>~ ill Q) ~ /"-, ~n~E (f)or--o 'D"-"U -0 'i: x c7> o ~ 0 c o u.. u.. Q) O::,--'o~ ~ 000 Q) Ll It) , -'--(J)~ '-- 0 I ~ 8I(J)~ oE~ 0- nO/"-, No.r-- N r-- V f- ....: ~ Qj ~ ~~ ~ Cl ~ .... ~ Q) ~ ~ c::: ~ ~" i . ,( e \t1 8 ~ o en ...J - ce I- W Q Z o - l- ce CJ - cc: cc: - IR-D SEE MA TCHLINE L 1 B - - - - - - - 1 .~,.~62- - -.- - - - .lJr'''''' r-'I '-I-r- ~I-r- r-'I T.V.. 'r:~ -~ffl~-~------ i - - - - - - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I _ _ _ _ __ "., / ,~ )~s . ~ I Ji,. I M ~ 1PI II r- .',;:': .,,~ I 6a;~ : : I U~ I (~~:~~,=m~ ~~ ..' '~.=.~.:-.~~. .-~~~.~. '... I 139 .: .JJfL ~~~ 'I :1 I I ~ ......"L.. 'I 1 c........." '" SOIl~" '" : , SOIl II I I t.L ~ ~ I ~ 55' 4 UNITS -~ )l( 4 U ITS · -' '~': _uc;IJ, IJ"""'"' _~ . I I I I "' 5.69( 5.. I 5.69 S.F, '-- . ....... 1 2 3 4": 1 2 3 4 ~ .... . ~I I II~ II I. I ~ · I I I f8\I I I I I fg\ I ~ · I 4 U~IITS I SOIl I 4 U~IITS I i.<I!;:I I I~d : I ~ I i--' \VI \V 't, I I "--, 5.690' S.F. 5,690' S.F. ~ "I I I ~ I< I E ~ I ........ I~ I J I 10 ~~ r\ ~ -P I~; 4 =, ~l)4=;W~1 :'t+.f : , I I ~ I \V. ~ n r-:1 r:1 ~ ., r::1 n' I I I I P" Pf-p I 4 UNITS 4 UNITS .)( ~ ~ 7 I I IRs: I 8tF V. Jtci I I 15,69~ S.F1 I,. f.69p.Fj "AVO ~. ~ ' . SO[ I I II @ I I I 8) ~ .: I : :N-"ll ~ _ ~ V 7'" 1 2. 3 4 0 7" 1 2. 3 4 -......" ........ 4 UNITS 1 . 4 UNITS . ~ I I I. ,~_ .. ': ' .,m i I ~ I d (",?-">" .' 1.'1 r:I;."~' .,.1 2 3 14 ~ 1 2 3 4:. ~'I I I 11'~'pj IV,=, I -< tf.. . '. .' .." . \ ',' " -- : ~ I r.- SOD : '~ r.- i1S I,~." Q) I 5!! ::J = = = = = = = = = = = .... ,;" jf"l- -..,.r..,:~, ...........J;~. ': ~;:..:.:,: II ...........J;~~ I I I ~ I:' ~ g ~ r : : :", 1 I!I r.T,aL.; .' U Ir:-:L c'.; I I I ..... I .I' I r-~, : : w.. . ~=~~~~. .::.~~~~I.,:.... I I I" I' ",' ',' '8 I . :.. . I -t- -f- -I' I : I ; ~ ~~ .. . . I. .1- f-- -11. . II I I II: ~'~'~ ~ r 1))( - I "r' : SOD~ Il C SOD ~ 18/ I I" 1 I ~ ( ~ n : . II TREE BARRICADE j(1J J l't I I ..' f<1~"4" Existing 2". PE Gas I :..E: : . ..::. ~~ "lA ~ >-1 1 ,'l Line per City Atlas. = = = = = = = = = = = ~ O:b <(~ Tj' Contractor to field I ~.u . . . . . . ' . . '" .... II IQ) -J' ' ..... d' ~-$', ~"""'_wc;:r:J; " .:: .~. ~ ~ ,~"': ' ":'" =. ~ ":" 7~ ..' . - . I Ii: ~I:: ~ r ~ 1 12 t3 /41.00 SOD 1 12 ~3 i4Lo.r-.,. ~....'----t1---= 11(;:,....; 'II,R \ I~ I, II '. notfQund i · -' 4 U ITS J. 4 U ITS (1\ . ~/~ 'W' ~ ,<-< "" />:w ',;. I " per city of ;::, 5,69 S.F. ^ 5,69 S.F. ~ IJ. t:. ~:'~~:,//,~;;,*,,'.: '-:/~~/~~,',~~~~; ~/" I Ii Htl Y! g~T~~water I ( · . ~. . ,. ....f' '~;"M~,'~' ' ;,;; ';,;::/;, ""'!;." VI ~l ~ I 18 I 1 j~: Ex. Fire Hydrant I J I I "f1,.)..~7">1. I, I 10~. -L '/ ~i<1;A" ~~ ' ~I I) 9 I, ~",'~ I ,0<>;:, '" '/'.~ ' 1;0 I ,.' ~ 'il" '2 I I V' 1~1.:..c1 I bJ I UJ1/4r:. ,1tJL1 , h::J.1 L.:..:J I t..J~/ .' 4t ~~~. ~ J~ i~ ! ~ 183 ~ .~ ". : 1 I (I ~?gt:gt1on device I ~ _'2 145~ ~'-- - . ,rA:T,-':V \, /* ~ ", W;~ ~ ~l , 8 \ I ~ ~" ( ~ ~\ 14~ -. ~: '. l~~~~~~~1"I:/ _.Y/;~.~~ ~ : / ~ t,,- \ I I, (lit: I l>>'~, ~,~'"" 'X........ I. ./ , 1I51!lIj Of I I r ljt4 I SOD .\ ; - ~'. . . ' · ---~ r--~ --, I~ '2 I ~r.3'" \.VI ~I ... ! ~ ~2 . ~ ~. ~I ~. ~ ~ !~ ~ q~11 f 7 :!:r,!#,~ir r=!~:li:li'n ! ~ .. . E:\ 187 ,-nCHUS TREE ~ ~.... ~ .... ~ \i\'i I I' I:! 1~ I o E > ~ i:..J . . ~rh. I I ......I>>'"r ~ ~ "41-..-. I ~ I i IltU mv = /lOt? I ~ I I; S INV, = 70,74 I N INV, = 70,68 . "'~" 1---....., ~ ,~ ,lAt1 . v ~ )I~ 1--- ~ j ~ l~~' ~ ~U~ I I~~~ .. ~~~. ~~~~...;~' ~. :" 'Gr-r_c>~Wnt.,:T'U'1J~" -- --- I ~ 'J jO' "~ ~ "'CL..J.P"r ""'<4 . -N'" ,TL "\ ,7 back~ow I 7" ~' . D '1t ' preventIOn ~~ :.. ~C'S:SOUTHPOND~II:I.~~I~~g~'t~d::'~: ~. ;: WET RETENTION AREA ~ ;'bl~;'j : 2(>6, Q: I .. Pf ~ 197 {98 ACRES I\l1 ~ I I 11:I1 I .~ i thr.. /'2)1( I I~ I I -I r I.r [ 4~~ "I I~~ I ~,I / l l ~"'" I I .: I I 0'1 :.~.. .H. ~ I". .~.1 (1)11 I I. '" Ex. Fire H vdranl f~~ LlREE BARRICADE ./'. . . :~~. . . ~ . . . . I ~~: ~Il : I ~ ~' I ~I e'l I r ~ .~ .~ ~. . . . . . . . . . . . .. . I i1S' I ~I ~II / I" i . ,::JI uC,\'." ~ . . . . . . i" . . I 8, "'I ~ I' I Fl. . . . . . .. .... I T "f I 1 I 1- : E,;stlng 2" PE Gas ~." . f/ ~ ~n: I I I _~Contractor to field I:!I ~J. . . .. ........ ~ 'I I v i verify location. J'~ I' f~~ ~ . . . . . . .. . . ~ ~ I I, /(:; rfl u ,..:.,,:::...:;:."::::::' _ =,.~ ""I .' ~::/" / 'lj "1,1 ." .... _ _ _ __ - '" .. "... i., . A'" __ _LP_ .. -~ ~--.... './ I PI' I.... _:: _ _ _ _ --' d', ~' ~~_--/-~---e;~-I/\ rn7?!=-~:'--: k I tl: " i I ..~..., ." _..:...:.---..:.----- fy ,.... ~4 ~ --..." - ~ 'V ~ ,~'] --{,II' :' ii, "..'.. __~ K:i \ . _,,;... rr ~~~ _0/""" - :::0 I V t< ~ II I j' ~ ..6,. , __ u,u,u,~ _ - - Existing 4" PE Gas k\. ~ ---:';;:~--------I/ ~~ r--l I Z 0 I ~ ~Q j '.1 I ~~I,t ~~ l' --n .---) LineperCityA~las. J>>'C ) y _- - __ -- ~ __ _ _L _1 GJ )> I V (J) g /j I " I \ Of' , \ ~", _ _ -- Contractor .to field SOD ~ ~_~!> _~lIrl =.- \, r7 77 /77 /] /~ ~ 0 I I ~rn /1 1'1 I;, ~ .,--,M~~, / verify location. ___ _ _ ....~ ~ -~ ' ~, ~6~~\s \ r, /j I (J) (/ I- ~ sn.".' 1 I" '.S.P. . / ____ _ I. _- -- NEINV,=69.32 \ ~I ~ CONVENIENCE STORE /1 (J) -u I ~ LL~ '1'T.iJ,.',j~'1- J ::it '<,"':',;.\:' ~_ / __ _ --~~ \ ONE STORY ~ I fT1 )> ) - - ~' '__/II':::::t "':K::' " ' _ ./ _ _ FJr--.-~- -: \ '" I ~ BLOCK ~ GJ :::0 r (fflume 11- -- - - ...J .... . __ -- ,.-t..~ -- -"11 \' \ -" __ -- ____ -- " V /1 ;U 0' ~ 7.5. ~ _ \ '\ \ \ _ 2'we-I-... not f"tundf \ \ I, I I 0i fill "__ ~ ~ it- -~- \ \ \ \ _____ y, l' (J) I, - "~.' ::r.1' ~ "- I _ \ \ \ \ _ 'co" 0110 g~o;;:J\e~ ~..>\ _ _________ atlas ~\ \ I I ~~'~ Tit ...-: bY '.=6 \ \\_ \ liT.s.a .f\j \~~!~'::! /'" ?;" ~ T~,)r ~~ -- INY. = . ~ \'ti-- \ --\:)-~*' .' ,T.$6t> ~ __ \ ~~, 75.......',--';..-- ~ ..~ ~ . '. "~'f. '__ \ ~;.ditr~ ': ~~ __ -- \ \., \ _.~~. ,"':/' \ \ ,]' ~__~It-~'-- "'~ ']~:.-' \ \ ~-- \ T. .' . ~~:....-,' ~ ~;.. ,;,..__ __ -- \ \ , -~ p ~ ' , .... . Y"' .----.-f' " ~'" ',..-';-- -<:~' \ ...- . .' ., .,' ,~.","/ __ ,[.s.~ \ -' , , ,"""', -- ~.-- \ ,.... -- '- .,'.....-: / --, .-- ,,,--' , .-- '--'~i/h<:.J' --' -- ..-: -- ,........?' -- \ ",,' .-- -.----""', <9.... :::::-- _ __~' __ % / " ~ '{ ;...- o'r ,..,...." '::" n .-- _____ "C,\.I>- ~ __ -:- '. ' __ Ai __-- /.., __ :::---- '0 ~.. mv. . 74.70 < " __;::: __ __ .-- .-- --- N INV. = 68.40 ,-,,~.-- "..-- ___ .-- -- -- NE IN V, = 70.50 ....-.: ., '"-",, n', __ - .-- -.---- "", "", E INV. = 67.88 T~ --;> /X __ -- ---- 0(\ __...,',',;.:.- __ v---- "",s ~~' ;' .7" __ __ ---- "", .--:6 ./ '....... -- ---- ___ fIIII1"" 1.. ~<> :~x~' __ -- I.,,,,,....',."",..'. ,," -- -- ---- w---- -- (\~ -- <-- ____ "", sO ______ ____ __ ---- "", "", ------ --- V "","'" sO(\ ~"", ~.. ----- -, I I I _-.1 ~ i ::i -< ~ ;;; ;0 ~ ;::: <i ::; t n: ~ ~I ~ ~ ~ Ii ~ ti w ~ ~ :.: o:::U) wo::: sW OS Q.O f-- \ ~----~ I I I I L -_, _ _ _..J CL W S: o Ll 230.00' 1 <( o Ct: o --.J LL I I E ~ I I I I I E ~ I I -- ~o~o VO'''''t .. ~ ..tSE.1 SU" - ~ - ~ ------ -- ---- - SYM. TREE LEGEND 12" @ = 12" OAK TREE 12" @ = 12" WILLOW TREE 12" ~ = 12" MULBERRY TREE 1t ~ = 12" PALM TREE 1t ~ = 12" CHINESE TALLOW TREE 1t ~ = 12" MAGNOLIA TREE 12" <) = 12" CITRUS TREE 1t ~ = 12" mCAL YPTUS TREE 1t ~ = 12" EAR TREE 1t . = 12" PINE TREE 1t ~ = 12" CEDAR 1t <J = 12" TALLOW TREE ,t <€ = 12" MAPLE TREE 12" ~ = 12" BA Y TREE 1t <1J = 12" OTHER SPECIES ,t ~ = 12" CYPRESS TREE ,t ~ = 12" PECAN TREE 1t @ = 12" BOTTLE BRUSH TREE 12" @ = 12" CAMPHOR TREE 12" @ = 12" CHINABERRY TREE It 49 = 12" PERSIMMON TREE ~ N ~ 0' 40' ~ I SCALE: 1" = 40' 80' I PLANT LIST QTY. BOTANICAL/COMMON NAME L1QUIDAMBER STYRACIFLUA/SWEETGUM QUERCUS VIRGINIANA/L1VE OAK LAGERSTROEMIA INDICA/CRAPE MYRTLE ULMUS PARVIFOLlA/DRAKE ELM SABAL PALMETTO/SABAL PALM L1GUSTRUM JAPONICUM/L1GUSTRUM VIBURNUM SUSPENSUM/SANDANKWA VIBURNUM 5 TRACHELOSPERMUM ASIATICUM/ ASIATIC JASMINE 1 ST. AUGUSTINE 'FLORATAM' o 41 e 135 0) 116 ~ 98 ~ 11 o 989 $ 1 688 ~11,301 SOD TSD SIZE 2.5" Col. 10' HT. X 4' SPD. 2.5" Col. 10' HT. X 5' SPD. 2" Col. 8' HT. X 5' SPD. MULTI-TRUNK 2.5" Col. 10' HT. X 5' SPD. 10' C.T. HT. 3 GAL. 18" HT. X 18" SPD. GAL. 24" HT. 18" O.C. GAL. 15" O.C. . Z 0) ... >- C ~ Z CJ - Z . en . ::) An automatic underground irrigation system providing 1 Ofj>~ coverage of all proposed landscape will be. pro~ided. The system will be equipped with and autom?t1c rain sensor to shut the irrigation off when adequate rarnfall has occurred. '- ~ .........u'nn'''.''~.N...<<...U,... N"'" ~~~~'.' ?rU'," "N"..n.="'~ _ -=...~...=,..=.>>=.,= = =. .:::..,~,.=^'="=..~ ...., .. - - - - - ,...., ------ --- ",."..../r. - - -~ = - c' > ~ ~ ~ (D a a Q:: o () W Q:: o ~ w <.:> Z ~ 0 I F Z u a.. 0 Z Q:: F ~ () g a.. (J) Q:: w W ~ ~ O,~ ,m .I '\ 'J ~ ~ ~ J., < u... J. a 0 OlOOI'~ll)""I")N~ g D::W>-I./l-OZI./l ~ Z to a:: L!) ~ ~ ~, ~ 0 0 ~ ~m"CD~~ 0 ~Q:: IN>-<(-<(1-- I ..- W ~,rnC>~-:>::li::..- I a.. ItO~ -.i -.i~~..- 0 ~o~ ~ ~ -<(0 I (J) 0 a.. a.. 0 ~~ a OJ I ~ ~ o~ :R 10< ~~~ Ii. m ~ ~ a2~ ~ Z l5 ...J I ~~~.J ~ ~~i~ ~ ~~o '~i t5~~S 0 I- ~ d -.., 0:: m 0 F!= ~i~ \~" -<~g ~ ~~ >-1-c:S '" ~~:~o ~ tV ~::>>z - o::~o..... ::lop': ,--- ILl ~~ 0 en F!= I:J ~ Z 0 ~ u... I ~.z;.", --- ei:i~ ~ a ~a~~~~ ~ ~ ~!!;8e 0 ~ ~ (J) F!=::I. (J) en UJ :E o ::I: a:l ~ w C - en >- a: I- :z :::::) o (,) LL o en a: o :z <C :E w :E o :J: :z 3: o I- S H E E T N o fI) fI) ~ ~ Cb Cb .5; .5; ~ ~La.i La.iii; .~ ~ :::: Cb ~ e: ~ ~ .~ s: ~ c:: Cl)La.i c:: ~ fI) a:t ! fI):C: ~ ~ Cb~ .5; ~~ La.i QS <J ~ fI) .~ ~ ~ ~ '"'" <C c - a: o ...J LL ... a: w I- <C 3: a: <C w ...J (,) LL o >- I- - (,) ~ c::> c::> ::--..J \.t':) 'l""""l -1 :::J -:> N ~ ~ ~ I 01")"" ~oore ~ Q) "" r-.. ~I")~E (J)OI'O '0.......0 -0';: x 0. o.2oc ol.&..l.&..Q) 0::: .: 0 ~ ~ooo Q) .D ll) . -L-Ol~ L- 0 I ~ 8IOl~ oEre 0- I") Or-.. Na..1' N I' ....... Q) f- .'~ ~:;:.~ .' ...: S.) Qj ~~ . ,,::Y", tOo'''' '!h :sol ~ ~ ~f~f; i ,'.,;;i<", 5 '\} 0 :z < ..J c.. W c.. < (.) en c :z < ..J L1A ....J ~ ~ ~ J, < LL .J. 0 D Olc()I"-(olOvt'")N~ ci Z " z C::: L() ~I= w 0 I- 0: (Il~ 8 I ~ Im~<(z~ L() ffi ~NlD(!)~J,*=l ..- a. ICD~ -:i 3~0l D ~o~ ~ 0: <(0 Vl 0 a.. a.. 0 ~~ a !1! I ~ & olS~ liS ID < ~ m~" m ~ z a:i~ ( ~ ~z 1S ~ ~~~ \~'~, \ , ~ ~~~~ ~ ~ffio'~ ~ t5m;~ ~~o~.,\:, ~ '" OJ!: D -1 ii~ :, ~~ ~ ffi~ ::) >-~" " ~oo -; c~~' z~~ ~ 0:: 20- ....... '-> ~ c 0 Ul j!: ..........~ ~ 0 c ~ LL ~. ~~<.::-, ei;;j!~ ~ 0 ~a~ ~j;::> ~ W ~~ c b ~::J !;.l80 z rs Ul j!:2~ Ul _1IIIIIIIIIIIlII1IIIIIIIIIIIlII_1IIIIIIIIIIIlII___ _I' MATCHLINE SEE SHEET L 1C ~ - - ........s- - - - III - - ...Uflltflfti - III" IilIIIIlIIII - ~"'"" - ~. - I - "'1 r-r " '\ I I 10.93P S.R. I I 15.69~ s.F1 SOD 15.69~ s.F1 :1 I, I :, I " , ~r-:..:. 5 ~ ~O~1 ~ ~O\~ ~ 4rS:,.. T.~I II,: 1;._ ' ::fII':':~ r M .i, r7L';...;..... ' ijl ~.",,: .' . Cr r~,"./< ....~ II (-s'i:: II' E ' II ~ I I '. I ' ~ I , I " I I , I I I " . · ZP" ",' I II 1 I " . J I ,1111' ~ .L.l-t - - f+-+fP " ~,,' I,' ',~I " not f9und t per CitY. of II 1 I I. ~ltT~~water B I II I' L.P. To,' I I I I I I II I, I, II 1 E I ;:1 I ~ II II I' I ~ IIT-t.l '. T.~:I I I;., /I 'I }I I' 'I I " fl II I II II I I " Q) II.~ ,..J II ~ }I~ II~ I 8 ~ fl , I .. I I I ' I I I T I I --------------..---------------. - -+- S H E E T N o J i . 'f'~~'=~=~'~'=~=: ~'~.~~.=.=== JIl~ . ,.~~===~='~.~~. . . : T : 6 . . 111 . x.- 5) ()I~" ~ . 1 ~"6" 109 e m ~" '7)(. ,... 11\ .~~~,~~~I.~~I~_,~. &.~.~.~..10~ ~&~:.~.~.~ .~ ~~~~ 4 ~ &m t~~ 4 ~~~ ;~'7 ~~~~ 4 ~~~ ~~7t . ..... 5.690' S.F. 5.690' S.F. 4 "- 5.690 S.F. IlIIl 5.690' S.F 115 411 SOO '. 50[ ~'. ... I I I @ I I I @ J-t~ ,,~ lREdARRI.{.oE-1 @ I I lLI~ ~~II~I Wl(~j (~~~ 1~~tii~~~0~IW ~ r77I r:1 ~ '., r:1 F71 > j (~. I .. '!1, I ~~ ~'~, ~ 4/ . @: ~ I I I @ I I I @ '-: 125 .~~::?F.1 I n I 1,;0 ~ F.1 I r.':7I 81 11'6. 4 UNITS ~~Irr' "/ 1..- "- - I-- ----llll ... _~ ~ ~ +- 4-t1N1TS- - - ~ 0NlT 116 15~,F1 15"11} 15. "~~' j', iliA l. I - - - - ---, ~ - ~~ 1 .2-;1 3 4.. ~ci?:: 1 ., .1: 4P ~ ~~ - -I\~:? 1f;9f;'T4 SOD ~ 1 11'1'~~"r" /.'1'.. f'k nF:"'l.~; ~~ ;~ '"illc'l-,......s: ',1r/2i-;' ~ ~.~';~i~~'~~"$'~~~~i .' ~~T~~C1t"~< ~~;f~ ~ ~ /lREE BARRICADE (TYP.) . I "~~;r ~I ElQS11NG lREES TO REIoIAlN I!l \ I I I ~.: ~~,.~~""",~".~.--:~~~. ::. '. -~~~~lIt-.~__1 ~ .", 1.::n I [I ,..."L.::..I hI SOD' , .... . . '. . , :' " . : , " ' :' ,', :,.. Ii ", ....., . . " "', , F' . , , ' ' . , . t', :3' .p; &m, l:u'~144~) L'~ 2UCP 4.2'~ t; 2WEF .... 15,6*~ -= r 5,69~ S.F. ~ : I I I'\f-" I 4 U~ITS I I 4 U~ITS { D I I I II I I I I I: 5,690' S.F. 5,690' S. i;;:...!d k,;) lJi.L. ~(""'- ..lIS. b:::J ~ 2r ft-:} I" ~'- I I W~" @,II ~l!T~~~~IT:n1 ,.~~~;.~ I (~~Y~~~IW D I I I @ ~ r 1 I I I @ ~:)(j I (~Jr-1 I r.':7I1 ~ I:; r;;, 181 T,Vl!V.8,~L ( ~ 15;6~~I~~F1 I I 15~~@NI~~F1 I ~ ~ I I . r-- I I I @ I I j, ~ \Jlloo '~,' ~ ~"~) '.I, ~~ 5~~NI~' &m 5~~Nlr . "I,. 1;1 ~~':". I . Jr,.. . ,Id f?o~." 1 ~I &m;" I .2,.L, j 4 ,7" 12 .~, 3 ======='. =====. '" ~n .r '., ~ _ l\\2 ; ( d n : I I ~ lH ~.':~ ~ r !J. I""' ~ ,:. lREEBARRICADE .. 1:,(1 .,., ~~~-~ .b~_ ~~~~ I ) 17 4 I r- - - -'-- ) ::"11! )If" . 01 L- - i - o ~~ ,~:. II ~ ~ ~ := = '~'.==: = ~ :==.. = =::= .=.~ ..... A ';l ~ r~u[p: r~u[p <sOO~ II '.: ===== = ===== ~ ~ 1 I 2 ~'3t=4 ":)1(5" 1 I 2 ~'3 I 4 .i'-" II ~. ,..,'..~.~ if 1 . (j:'" '6~ ...,.,..~ IfI' 7". 4 U IT -~ 4 U ITS ./' ~ _"r- _~ -. 1I.;.J"_we;: ~ t ~ 15'691 s. i; I 15,691 S.Fj <w ~ ~ I I ~ .:. -, I: U~I~ I 4 ~ SUO , I: U~I~ I 4 . 'e!) 'C),J1-~ II 5.690' S.F. 5.690' S.F. ~~1 kJ ~~ ~IWY':~ ~;~ I I I~ I I I@ ~:v t1T~ ~ JS:- - ~ t.J I ( Y".JU ~ ~~~ ~ " "" r.1 ~ ~I,.n.r .~; &m ~ fh I (J I-IIC ;( ~GP tSU' ~ , I I 8 U~IT~ I I I @ G II ((~F.1 r.':7I 81 . .' 81 T.V.8, ...... 10.93P ~F.. ~: ,- I I I @ I I I @ ( ~ ,,;' 12 I 3 ~ 1511 61 7 I 8 (, ~4.1 I' ~ s... 4 UNITS 4 UNITS , ' . ~'.:~ . ' . I ~ --E. 8~ @. II ~ 15.69@ S.F~ 15.69@ S.F1 4 . r :,flt.::r ~'''T..'' .;l~:.. ~^ 1\""""1-!o1 2 I 3 14 ,",!,1 2 I 3 ~ 11' .' .. " ' '. . rtf'" . .\ .. : '-....r.1 ~ SOD:' --r.'1 ....:::!! ====== ===7" I'" t'i."':,:,:1n ~_.fl: ," t'[,:.:..:!1n ~ ,sa: .' I ; I F""]., ,'..' " :1 F"", I )1 " " - ~ - -~ ~ --- 17~ ~_=..~~~_I~.~~~~~ :i lREEBARmCADE ~ "" ~.""L.:.;.J I: I" "........... '. I fl, & I ~ 171 u- _uc;IJ' S-:, I~: ~ . =====~===== ~ ~"1 12 ~:3' ~-~8"SOO '1 6"16"~ ~'3'14 0': ~ 18 SOO....,'~..lL,i~..I,:, 'U"1, L::::ni',: '1" '.; J T.5.'" J" 4 U ITS L _ l 4 U ITS · 111 5 ~........, ~::::J ~ Ur;::J .......~, ~ 5.69 S,F. 5.69 S.F. r-- · 1 2 - 3 4 5 6 7 8 ~ ( ~ I I '@ I 'I I@ ,I I 1\ -- I I I 8 U~ITS I I I " 1;-",.. I 10.930 S.F. WOo ~~! I~I~~ ~Vk7"~ L I~e'l.. IJ"I I I I I I @ ~J, rI, I 81'~ 'm{ ~ 811 ~-s:> l'.J: .~~ 1 = 1 'I~ l0J ('" I I I@ I I I I@ ~~ II (:~1"",11':'1181" . ~ 4 UNITS 4 UNITS .,.- I ~ 0;- ( = (,~lrn.Ft~i I ;", F,~9~ ;.Fj 4. ~~ I I)i( ~ I 4 UllTS I @ f- I 4 UllTS .V., ':";: ~.r::~SOD', cr:8n......s: SOD I ' . 15.69@ S.F1 0 15.69@ S. T.P..l ~.. r T:,r.r:J:- .'...,". ~',"., j~ F~y'."'~' ~ I ~~ 1 .2: I 3 4. ~:: 1 .2,: I 3 -~;f====== ===== I . cr:8n ~ '. c:3n ) 64 :'. I~'~': 'T:T r-.L"",: ,; ,. iir r. II _ _ _ _ _ _ _ _ (. t5: 5' _ _ _ _'__....~.... ~[."W~:ttli~'~: ~;t~~i c: <f7" "., m','mwm__w~ "" 'W', ,'..' ,.....' n"w' w",,, ..".. " ,.. .. ..... .., w__m..W p. . "~ _ _ M'- _ -I- ~---?!O<- - "'.8, "'.8, '. I _ ,_ _, _ ' _ _ ' ~, - ' -lZI_ , - ' ,-" " ..c... -'-- ___ ' - ' - ,- - - - -- '----B"PVC - - UDS- - - - - UDS- - EJ CI 0' ~ I SCALE: 1" = 40' 40' 80' I Ex. Fire H drant 0,~,,":7 . .' \ . I ,,' ,<, '. .'. .." ~ . F:.' ':' ..': j' . . I I I 1 " ..1 TREE LEGEND 12" @ = 12" OAK TREE 12" @ = 12" WILLOW TREE 12' ~ = 12" MULBERRY TREE 12" ~ = 12" PALM TREE 12" ~ = 12" CHINESE TALLOW TRE 12" f# = 12" MAGNOLIA TREE 12" <) = 12" CITRUS TREE 12" i> = 12" EUCAL YPTUS TREE 12" ~ = 12" EAR TREE 12" . = 12" PINE TREE 12" ~ = 12" CEDAR 12" <J = 12" TALLOW TREE 12" ~ = 12" MAPLE TREE 12" ~ = 12" BAY TREE 12" <;J = 12" OTHER SPECIES 12" ~ = 12" CYPRESS TREE 12" ~ = 12" PECAN TREE 12" @ = 12" BOTTLE BRUSH TREE 12" @ = 12" CAMPHOR TREE 12" @ = 12" CHINABERRY TREE 12" 0 = 12" PERSIMMON TREE en UJ :E o ::J: a:I ~ Ex. 6' chain link fence 0::::: W S o ~ T,V. r.s, , f... ~.6a(.:al- fi' ",~ 1'.1', IV. V, I'.,.) Ex. Fire H drant . . ~. ~U'DS~-"';' -=.;. - . ~at~~e~f! ---- I BLACK BURN STREET ltla~ I _ - - -1- - - - - - - - -...... ~ - - - - - - - - - - - -,-.- - --;' '\ - ....,.,.~7 -,-, r- I ~ - - - E 10"" \ I County Water Line _ ' _ ' _ ' ,_ _ / -;. , II 'l" ~ ,., "w "'""'''''w,,,,,...... ,....... ____w__m""" I /, L t- ~--l J ~,f_,_,_,_,_,_'_' ".., .,__m"'''..'~''' ......""'"9""~t----"'.....,.. : t 1 r' .. -:- -:- =-:-"'-,"" ~ = =. '"~.."<,' 7 '~.3'\A )~;: . ...... ." . ...... .. .... . .. .... .. ..... / ~ ~1~: :) ~ Ii" I ,;, / I I ~o I{ I, I; I I I I{ ~ I I I I I ~ 1 t l r I I ,I I 1 ,I I ~ ~~O" I 181 Q :t I Ii I I I C I II I I I 0 pp, }l I I fl ~ I I II: Ii Existing 2" PE Gas I I I I 11 Line per City Atlas. I Z W' Contractor to field I I' 0 I Ii verify location. I I L ~ 1 , I I en ' 11~ I .181=-:r ~ ~ C( rill I ' I .... 1) @10" I ~ I I r I I .- II' : T,U.B. I I ~ I I' I 'f- E I I ~~t : t lr' tt <...: - I 'I I~.p.v.c. -- I E t; E ~ I! i I 11 I' II I ~II I [ I L;.d II ! t I <0 I l II l I E 11 E ~ I; ~ I II Ig I , I I' l'~ , : I , I II f t I I ; I I ~ j II I ~ Ex, Fire H drant I I I) .111 ,,I '0 I I ~ E ~ --.-------------------------- MATCHLINE SEE SHEET L 1A 230,00' t PLANT LIST <( o 0::::: o --.J LL BOTANICAL/COMMON NAME SIZE L1QUIDAMBER STYRACIFLUA/SWEETGUM 2.5" Co!. 10' HT. X QUERCUS VIRGINIANA/L1VE OAK 2.5" Co!. 10' HT. X LAGERSTROEMIA INDICA/CRAPE MYRTLE 2" Co!. 8' HT. X 5' ULMUS PARVIFOLlA/DRAKEr;itLM 2.5" Col. 10' HT. X SABAL PALMETTO/SABAL MM 10' C.T" HT. L1GUSTRUM JAPONICUM/L1GUSTRUM 3 GAL. 18" HT. X 18" SPD. VIBURNUM SUSPENSUM/SANDANKWA VIBURNUM 5 GAL. 24" HT. 18" O.C. TRACHELOSPERMUM ASIATICUM/ASIATIC JASMINE 1 GAL. 15" o.e. ST. AUGUSTINE 'FLORATAM' SYM. QTY. w C - (J) >- cr: I- :z ::::) o (.) u.. o (J) cr: o :z <C :E w :E o :J: :z 3= o I- o 41 e 135 0) 116 Q3 98 ~ 11 o 989 $ 1 688 ~11,301 SOD TBD 4' SPD. 5' SPD. SPD. MULTI-TRUNK 5' SPD. 2 0( ... on ;;; cii ~ ;:: iii ::; An automatic underground irrigation system providing 100% coverage of all proposed landscape will be provided. The system will be equipped with and automatic rain sensor to shut the irrigation off when adequate rainfall has occurred. t ~ 1Il .... ~I ~ ~ ~ I l::i w ~ 9. :i.i -, 1 .'..... ll::W>-(f)-OZ(f) fI) fI) ~ ~ Cb Cb ,~ .~ g; ~Lij Lij\ii .~ c= :::: Cb ~ ~ ...-;; ~ ,~ :s; ~ c:: Cbl.:i c::: i CI) a:t .! .... ~"=: Cb ~ Cb~ .~ ~~ l.:i~ (,) ~CI) .~ 't) (j i ..... > >- ~ ~ CD ;;> o o a::: o () w a::: D w 0Z 20 :211= Z () a. 0 z - 1= :3 5 () a., (/) ::J w W ~ I-- 0 Ul Vi Z o () . -1 )1 I D <<::::t- c:::> c:::> ('o.J l(';) f"-l N (0 (0 (0 I Ot'")v ~C()~ (0 Q) v ........ 3t'")~E VlOl"-O 1)'-"'0 -r5 'i: x d> o.2oc: o u.. u.. Q) 0: ....o~ ~ooo Q).olO ' -"'Ol~ ... 0 I ~ 8IOl~ oE~ 0- t'")O........ Na..I"- N I"- '-'" Q) I-- ~~ ~~ to.' ... :s.I~ ;, m ~ ~ ! ~ II) ,~ CIl "...'.' ~ i c:: :lo.. c:: 411 ~ Q (.) :; <:) <C C - cr: o ...J u.. ... cr: W I- <C 3= cr: <C w ...J (.) u.. o >- I- - (.) z: < ..oJ C. W C. < (.) en c z: < ..oJ L1B > >- " ~ lD ~ CI CI 0::: o (J :1 W ,0::: w ]1 D ~~ G ~ t5 z ~ ~ ~ ~ ~ ~ ~ ~ -lJ 8 j D -~~ I I - - - - _ lREE BARRICADE~ _ _ J...!<}.. ~1~:\-~:~ -II': d.U,B. _ ~"(N- pp, ~ I I" 'X' _ f -,-,- - -- -,-,- - -~-.di=~!-.f-,*--.-'-'-'= - - -,-,- -'-,- =- _TIIRO_~_ - - - r - ~ r -I - " 6'-wood fence - - ~ -.. ;... r----' --fl'H'iA'f+- - - - - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - -'- -,-,-,- -,-,- - - -,_,1- -,_ -i~tJ rr...-...-...-...-...-...-...-...-...-...-...-...-...-...-...-... 7..._...~~_.- -... ,;;;.-.. '1- 11 -wm\ - - - T.U.B~ " 1....15.. 6'_wood fence _ ../u.B. - - - WB, , - - - 5~ B"r" - - - ~ - -I I I I: --I I , L-.._\-~..._...---... - ~. -"""""'" ~ ~ I ~ :1 -f:::.. + -hY- I-r- -J 1. _\ ~---<1"4"- PP. J -~45"'5~ 5"5"6" T -s-">>-' .-Il>'!-1" .,L, --------- L.P, -I I --fi - - - - - - - - - - - - - - - - - ---=m-:: -~ 24 -/[""', :;;;;J;'I'- ~~~o' 1 I '1 T I ~'~E.,...~~~." -.-e.p. .." ... ~ "n, -' ",,,pp#u~~m---<1!--r__ 3.~\wm-1 t----wm--,--wm--- - II b..:JJ3 30"~"~ r.' ',," "f:""11" "T:;n"n''''t'l.. II: "'.1 (,:] [..]" ".;1 f' -, r, ,,1 '""B' n r:l F..' .. - . . - :: - SOD ;, -' : I l r I ~. I I I I I@I)(} I ~ .!,I \: i I toe of slope ' '- ,@),,-.f:::J/": 4 UNI~S I E II, Fire Hydrant 6 UNITS SOD 4 UNITS e. 5"4" : LO ~5:' II- ~: /, /5.69' .F i I i.32~ S.F1 I 15.69~ S.F~ ' <) I' I: ,.1 ,- (/)~ ~ r ~ ..,.' .2~ ,v. F,If, SOD ~' ~ 3 4. 5 6 :"l' ' 2 3 I 4 10" B" 8" CD'l'" 0 :1 I I ~ (/) ('I):~. ~! H') .... ";:".'~ I, ~ l::t],-, -F . c:::3-. .r ~ ~ ~ 31 35~' ~ I I 22 u " ,'~, :1 I' (\r~ . :::' : ~ I ~ ~ ~ ~ f;\ OUTPARGEL 9' jl I : \"l,,' - U . I . V 88,300 S.F. ~' ~:I I I .'.... '. U [I I I I)t ' 5' 39 e' PP. K ow.. I I 6"5" <<112" 10" ..: = = c = 4;5" 5" ". .... :. r./ · I MPERV.) ~ Ex. Fire Hydrant I I _ ~ n , ~ = = = = = = = = = = .... 5" ~~ / 8" 6" ):( : \ _": ~,:, ',~. ~ "-,/~.T_'~~: f/; .' __";, j ~5" .... · '....~~ I Ifl '; L' ", ,0". _ ,. ~ 1:.'1 " I' " " 9.. ;t ,," 41<<1 r~ I 5" 4~ 4~ I r I II ;. u r.. - ~ LI;g ;::JU2,* : ~"4"4" U - . Ii :I Itf rb~' <) 9"12" : I I I ...~ ~ .~, ~ I 2 i~ Ii" soo I I: ~ 4~ soo ~ ~ : ~ 4 22 ~;~~.C' ,','," ,'". ,. :0' ~. jJfT -YJ ~ ~ IO,~.J: ~ :: : ~ 5~9 Ifp, I 5,69 S,P. 5,69 S.P. soo ~ L <) ~ ~ ~ @ ol ~ : ~ }:J. ~ ~:;-.: 1 m I ~ I ~ I J I @ i I I I @ :- Ii)i( ~ ~ ~. iO' ". ~ 11 I I "'0 ""'! "6: Lf I bJ1.ILf ~;,j LW I bJ I Ld I W I -l...W I bJ I Ld I L.J '---' ~~w. J '4 55 t:S ~' : =: 4 i · ~ '--~ I "~; . ~ ~ i .. )i( 61 J\. .. ~"soo ~ I~ ~ I i ~ tL II I I j ~ ~i..1 I I I _ ~ : (12"1 I I ~' (... I I..L'..:.. ~ ,~.. y,.., )( ~ [tJ[ ~ ~,~ pp. I I soo ~ ~ .......11 I". ~~1/r~~'~' r7:; ,~~ ~~ ~g.~- ~.-...~ ~7~~ 1.\2..". 'AlhL ,,-""___ - . _ .. .....-:ill 1iIlI~~ It, --. I I, ~ . I" r 6 wO.?d fence /' , " \'4' chain link fence I ~ IN" od ten 2 .... "1--/ 'r i;J r-::=;conc wall I _ @ ~ ~'. ~ '.1 I )1:. I ..._.... I MP J\ r-il IL>J1!~ed 6' cho;, H,k 'e,ce r ----~.6J ).: I ! 73 ~ =~ " " ~ ' t! : ~~~.,..:'.~ - UD:_ - - - -UDe- - + - -UDe- - - t -UDe- - - - ~ UDe_ - _ _ -~De- _ _ _ _ UDe~ _ _ _ -UDe- ~ _ _ -UDe- J _ _ _uDel r~2r' ~: ~~~p~e~f 2. Leo, ~ fl I I ~Il: {i:: . I " '1 I ~ ~ '" ',: ~ ,,~ I: ::: I: \,~ :1\ I . ,~ .: \ ~ <<1 '1 I/,I I / "I IX) ~ · ~ ~ I I I' I 71 I r 'n I LI 11 I ~I ,i ('I) 1~. v" U \ - - I n ~ '>W,-;.VJ... - t~ <::rlijU-~'I', - I N {:-" ~ w. V,,. I / 1 ~ i I -'. I 1/1 I ,i I - :, . ~ 0 a I/r ';r ~ ri....L- ..:.' ~,~ ...v 6"5" 5" ,l~ I 'I I /1!" SOD :::.)1( ~ I I II I ~ " I: II!~" 2" ,_ 1- ~ .........,1 ~ ~county !!.ater Line _ 7.~ I; :!, ~' wood fence ~c 4 . 'k-'N' I ,l I.. J{' I >-11 ':-, .,~ ~., wood fence , , :5 l'"f I. , pi .,~'~ 77 I I Coo, \;);, ')1' · r IT,$1 , C,IIII , ,'OJ/ I ',<<114" I a:" I ~ J' I II.J :tP. , ,_~rrT~ , I I' I ~ 4"5"'" I 0 I I ~ '. 10" I (I)," I' :: f I :.~I I .~ ~T:;.1 I.... I I ] , .J, ~ I T.S. ~ 0 ~~ -III i in I:k / 1 "T,S, , I I I ~Hf*-- ! I · t.:mL ,i i ~ ~ Ex, Fire Hvdrant ~1',1 I ~~---a " l~ ~ I I , d ,.... DIU t. tv -........ .~ - ~.w:d H .-!"~I ~ ~ mt : ~~:~ ~ 'FI ~ ~ I "- !J/:.::i' I~" ",'2 I I E I "~ '. I' ~ I I i I -" . "II~I C I' "" ,~I 8 I I I " I r! I ; I ~ Existing 2" PE Gas " I K _Line per City Atlas, Contractor to field I E verify location. ~I I I i 11 I t; I I 'I I I' I "I I I' I II' 'I ~ ~" II I I I ~. /~ Dl ~ I ki ~ I' fIr /' III L.,f' I :.; I 1p.p'1 II I II I I, I II I ~" , - _I I.i .- L-f-- "l , "n _I-- g ~r 2r~ c.) I ~e ) =' ." I - <In 'c. . Z 0) p ...J ~ ~ ~ ~ < u... ~ CI D Ola)I'<Dll)~"'N~ d Z >- C . ::c ~ - ::c . (I) . ::) C::W>-Vl-OZVl ~" f@ ,- ~ L ~ , - Pi - I " Z to.. ..q- ~ ~, ~ ~ 0 ~ 0::1 0> .. CD ~ ~ 0 L()I 0::: ....., >- <( < ...... I W ~,lDC)~J~..... ..... a.. ItO~ ' .00..1 D uo< d dOOI=!""'o wO::O:: 0:: < Vl 0 0. 0. 0 \ , \ I 15~ .-- '. ' " a 'G1 1__ ~ e~~ \ :g _~ ~mi ~.. m ~ ~~~,.~.", ~ ~li~~ It ~ " " . e i5 ~ ~ ltf ~ 0 .., ~8~ . t,) ~ rs (/) F2C (/) >- 0::: < ~B :J IC'I W g: l,!"; D~. ~ I . + +..J CL s o L L o m CI) CI) ~ ~ Cl) Cl) .5: .5: ~ ~llI llIl .~ ~ :::: Cl) ~ ~ ...-;:~ .~ ~ c:: Cl)llI c:: ~ CI) Q:-U ! .... ~.c:: Cb ~ Cl)oq: ,5: ~~ ijj Cti U :;::: CI) .~ ~ (j~ ""'" N <D <D <D 1 o",~ oa)a) ~<DI' ~ ~....... 3"'~E VlOI'O '0........0 -r;j';: x d> o~oc: OlLlL~ O::.:O~ ~ooo Q) .D ll) , -""Ol~ .... 0 1 ~ 8IOl~ oE~ 0- ",0....... NO.1' N I' ........ OJ C 0- +..J (f) o- X W L L en L1J :E o ::J: aJ ~ TREE LEGEND I I: I J' ,'~ ", ~ I @ U) ',.' ~ - - ... ~ lJ ~ID . .1 f-- ~:A..."..u '.." ': ,:,' )j' ~~.,' . ~:..'''I'"'',:',, ~ " . , N ~.<:" .. f':'" ~. co:' :; ~: Ij -_/ r .: ~.~ II . . , .. ~ dJ 500 7~C!:.~" ~J I r-; fi'\ 9~:'> . ~ . - . . . . ~ \:V .., ~ ~ - - .- )(f~~"""8~ ~ )("8~ ~/ [ ~~'J~ ,J ~,";;....1, ~ ~ -\ ",. ~ _ Z ~ ~....;:sJ ~ ;iI ~ __ ...,.e--:=:: -vJt ~/ ~ ~ ~ ~ [ ~~N '1'r~~ \\- - IlLb~ ~ ~ E'ti _l.:)~ r-..r-.. ~ I- ,:;.;;.,. . ~ u.. ~.~, ...' ...' ..~ ... '."... .....=. 'I' ',!I~ ' I < ~ r;. .'" r-..",,~ 1III"~~2"22~" ~ ill ~~~"7" 0 IlilI;1 I~ ,,\ v, u I . . . . . . ~e.t i i! ! ~ ~<( "ii' I 'i II ii' \ ~ -I l.!" : )(" .. · · , . Ii.: " ~ _ CD :,. ~ V \\ /, ':, Z Z <( ~ - - ~ ~ 89~." \ '"'II \,,~. . :}il./,;: ~ ~ ~ il I!i[!!i! I L"c -4l:':~''"'"' ~ ~ ~.:' ',' 0 I [~~vi 10> ~t ~ ~ f a..~ ~ / ili i' , ~C: -----5g-,~'! ....~!lll ...., '" "lREE BARRICADE / './ . "" ~ . \~~ -, u 98 l7"j"'~ / ; ; ~ ';',>> lREE BARRICADE / ; ',/ / r - VoJ 0 .' -7"19.26. I( ,;;::'C 'ff '. ". /<: m I:. ---::'m.r ,I~ ~~" """ ".. "..,"'" ", / ~ - - - ':~:' 11" , N--" - . ~ /'......... ~ -.... - - . ,-" ~ ' "a"a" ,7 " ~ ~13" ~~ _ U 'It.il .,..,... 96 ~-.;.. .....:...:...,. ~ 1- '~~2~ 1-+= I ~(~i.. ~ I 1-.. ~f 1 I .( ~, " I 1"lnj~~:I~I@) \~-t~roll@ E, "'Iroll ~~~. - - -~~- .. .. ..... - _11811IIII:: - .. _ _ "J~ _ IIIJL'~~ _ MATCHLINE SEE SHEET L 18 V I- , N 12" @ = 12" OAK mEE 12" @ = 12" WILLOW TREE 12" ~ = 12" MULBERRY TREE 12" ~ = 12" PALM TREE 12" ~ = 12" CHINESE TALLOW TREE 12" ~ = 12" MAGNOLIA TREE 12" <) = 12" CITRUS mEE 12" ~ = 12" WCAL YPTUS TREE 12" ~ = 12" EAR mEE 12" . = 12" PINE TREE 12" ~ = 12" CEDAR 12" <J = 12" TALLOW TREE 12" <€ = 12" MAPLE TREE 12" ~ = 12" BAY mEE 12" <<J = 12" OTHER SPECIES 12" ~ = 12" CYPRESS TREE 12" ~ = 12" PECAN mEE 12" @= 12" BOTTlE BRUSH mEE 12" @= 12" CAMPHOR mEE 12" @ = 12" CHINABERRY mEE 12" ~ = 12" PERSIMMON TREE ~~ f ~~ :i,.,]\. ~ "- liT .'\1;1 ~ ~ F ~ II) ~ ~ }b y:;! "';:0,:',...', S:i CD ~ ~ c:: ~ q",./,r;i i '"'x,",',,,....,..,,"" E tg~,(." ",. ,'.. C) .'",.., ',',' u '}It. 5 ,...)~: <:) 0' 40' ~ I SCALE: 1" = 40' 80' I ~ z >, . cnC:o"" I 15"16" o . <<1 toe of slope E: - - U"-' ~ ~~rJlli.- ~ ~ .::.:: j(! ~ )( 7l,,- V ~ ~~ J ". J;~ '" ~ .~ ~ ~ 'V'".nl ~ ~.11 ~ ~ IT / /~ ...1>>'r -v.t U;1f, ""CI. If, ... ~ ~ g I b ~ ",fl. ,_ j_ ~ I . . . .'{t.. . '. . . . . J, I...... in I: ~ ~~ I..... w C - en > a: ~ z :::> o (.) LL o en a: o z c( ::E w ::E o :E: Z 3= o ~ o c( C - a: o ..J LL (.f) > ~ TRF"F" PLANT LIST o z: <C ...J c.. W c.. <C (.) en c z: <C ...J ... a: w ~ c( 3= a: c( w ..J (.) LL o > ~ - (.) BOTANICAL/COMMON NAME SIZE L1QUIDAMBER SlYRACIFLUA/SWEETGUM 2.5" Ca!. 10' HT. X 4' SPD. QUERCUS VIRGINIANA/L1VE OAK 2.5" Ca!. 10' HT. X 5' SPD. LAGERSTROEMIA INDICA/CRAPE MYRTLE 2" Ca!. 8' HT. X 5' SPD. MULTI-TRUNK ULMUS PARVIFOLlA/DRAKE ELM 2.5" Ca!. 10' HT. X 5' SPD. SABAL PALMETTO/SABAL PALM 10' C.T. HT. L1GUSTRUM JAPONICUM/L1GUSTRUM 3 GAL. 18" HT. X 18" SPD. VIBURNUM SUSPENSUM/SANDANKWA VIBURNUM 5 GAL. 24" HT. 18" O.C. TRACHELOSPERMUM ASIATICUM/ASIATIC JASMINE 1 GAL. 15" O.C. ST. AUGUSTINE 'FLORATAM' rn SYM. QlY. ~ =:)W o 41 e 135 (:) 116 Q1 98 ~ 11 o 989 $ 1 688 ~11,301 SOD TBD (.f)C) CL ~ z~ cr: . rn =:)0..- ~ i ~ '" ... ~ GO ~ j::: cJ ~ rn ~ / / / / / / ~ u 5" v~ u.a. 4~: <C J ~ackflolf preventIon device t Ii ~I ~ I I tJ w ~ g, :i.: ~ An automatic underground irrigation system providing 100% coverage of all proposed landscape will be provided. The system will be equipped with and automatic rain sensor to shut the irrigation off when adequate rainfall has occurred. rn S H E E T N o 6" ~ ~.. IIlII _______________ -.. _I L1C ~ 'J 2 PLY REINFORCED RUBBER GARDEN HOSE JUTE OR OTHER BIODEGRADABLE TWINE FLAGGING TAPE ~ ~\ )~ \ I ~IS'~:~~:? ~J' ".:'~' ~;:v ,.~r - ~. '. " ..: .... .,.:..... n 7" II rIEIIE=lI~ ~~~8"fO~U1R7~POF ROOTBALL BACKFILL 3- MIN SAUCER 3- MULCH FINISHED GRADE 2-x2-x24- WOODEN STAKE OR METAL DEADM~ ANCHOR BURIED RIVEN INTO G OUND BACKFILL 2-PL Y REINFORCED RUBBER HOSE 2-x 2- WOOD STAKE JUTE OR OTHER BIODEGRADABLE TWINE 20 TREE STAKING DETAIL MULTI TRUNK TREE PLANTING DETAIL NOTE; STAKE TREES ONLY AS NEEDED ICAU. NTS NOTE; STAKE TREES ONLY AS NEEDED SCAU. NTS - 3- MULCH OVER SOD ~ PLAN]NG AREA ~;~~~~~~~t ~ ~'U"~IIL~~I",III,,,IIII~ ~IIII;I~ 11f" 'uf~~TIT~ PLAN~NG AREA -llll '" Ilr ,ill, . 3- 4- I 1 /3 HEIGHT OF TRUNK TO BRACE NOTE: USE DETAIL ON ALL SHRUB BEDS NEXT TO GRASSED AREAS. 2-x4-xJ6- WOOD STAKE (3) LA WN/PLANTING AREA EDGING DETAIL , ~ /' nJJ7>.. ~~~~ ~ E1 (-1,~ ~ 2-x4-x3- HARDWOOD STAKE ~ ~~ .LT - 2-x4- HARDWOOD BRACE ~\\' ~~CLEATS BANDED TO TRUNK "<ZJT1f(l...Y OVER BURLAP WRAPPING ~ OOTBALL \\ TREEPIT ~ 3- EARTH BERM SAUCER ~REMOVE FRONDS "" ~ 5 LAYERS OF BURLAP '\ , (WRAP AT POINT OF SUPPORT) (4) 2-x 4- WOOD CLEATS {BAND TO TREES) (4) 2-x 4- WOOD BRACES ~~;(IL TO CLEATS' SPACED ... 90. APART & S CU EL 3- MIXLC ::: FASTENED TO 2~x4~36'( WOOD STAKES DRIVEN INTO GROUND _ rFlNISHED GRADE "{" ~....,,:~ ..:7.... ,.:~aJF."';.;Q', ,:.~ .;....,... ~3 EARTH SAUCER . <:: ~ l:><~ CONllNUOUS AROUND .:'....'. . ~ .. ."..", :,,'i:'~ PLANllNG PIT BACKFILL ROOT BALL EXIST SOIL PALM TREE PLANTING DETAIL 1CALe. NTS J l!! 1 ~ :!l ~ <D ~ ill ill j t a. ~I ~ I I t w ~ 90 :O! SCALe. NTS DO NOT APPLY MULCH FROM THE INNER HALF OF THE ROOT BALL TO THE TRUNK LOOSEN TOP 1/2 OF BURLAP & REMOVE TOP 1/3 OF ROOlBALL SUPPORT 8' J 3- MULCH '\j."1!!l, /J;; . ~~ rnrm , J .,,' ~ ~ ~~.6IlIftItI: .t~:,,;ft..~!\. ~~~~i(;.~y .~ ~~~'1~~~~' ~~~ ~:...r ~IElIE 1E=l1 .~' ~~.~~~ ;,;' } .!,~'- ~~.lo,. ~Vi- '3 EARTH BERM ~~~ _~:i~i!-~iii ~',;.s.~...,:~~d''''~~-~''r,; II' ;i~..."!!!! m " ~~::r,,-. (..N~~l" ..~~ ;:;::; - llJ;::~ ~:f.i:'':h-::~~l;v:~~.",:,- " ,~q II ::::: 3- MULCH 3- EARTH SAUCER ~ · .tz ,., - :2 FINISH GRADE -./ 11:='1' BACKFILL /'ZD D NOTE: PLANT TREE SLlGHll. Y ABOVE ORIGINAL GRADE TO ALLOW FOR SETTLEMENT. WA TER TREE IMMEDIA TEL Y AFTER PLANllNG. TREE PIT DETAIL I--~- f f r- ~ fir o -- -n'J)'; ~i::: ~ rJ Ji ':-! ti 0 ! :-' - I, c..r I i ~ ,( ~ ~ ~ l IN CONTAINER ~) -",/v ~~ "'r u~; . -. / ~L . 6- ~.: _ ...~. l' .0 '" .. . .... ~") "'" > >- C) ~ [D ~ CI CI Q: o U W Q: wiD o ~ I ~ 0. I (J) :::> iW Q: ~'Cl ..... Vi ~ o u D ....J C!; ~ ~ .h < LL ~ CI 0 OlCOl'(OIf)"<tI"')N~ d Z C) z w~ ffi LO ~ ~ g, CD ~ 8 I ~ ~~~<(~~ I LO ffi ~, lD e" ~ J ""'..- ..- a.. ItO~ -j .00..1 D ~o C2 ~ ~00~5 If) 0 0. 0. 0 o 20 BACKFILL / ~I ",V1 V) ,~~~ IV~:; ?/ -\ ~~ -,~i I '<~ V i ~ THE INNER HALF OF THE ROOT ~ ~ BALL TO THE TRUNK 3- MULCH ~ ~.I~~ ',I L.1.:;I ~...., ..... . ~ h;:i..: )flifiJ ~~~~ :~. .~i' :;':::".i.~~ FINISHED I-IIJ ~.!'ll . ~ , "'~'-.i.;:~ GRADE 3Tl- t.:b{:' ~ ~~~~ ~ ~:l t~~l ~. 1- ~~:~n-m_ r-- 3- EARTH BERM ..... ....'t Wtl.r.. ....... "-~.f":P:s I)I~ m 11 "~ ~~~_1'~"-6. 1/20 0 D:::W>-Vl-OZVl It:! !Q GI >- '. , ~ff:~ 9! ~ ~ Q: '~ o~~ u; ~ II) < C) ~~~ \ Ii. aim ~ ~ ~ El:i~ \ ~ i!z ~ ....J ~~~ ~,~~, ;~~i~ ~ ~ ltli50 . ,,'::C t;i;~ Da.. ~ ~ J: d " -< 115 G j!: :::> ~i~ ~~ i5~ -, >-~cr '" ~~p ~~I '~; ~~: ~ ~:~,..~~ ~~ ~ fa hili: l&J ~ F=:::> ~-85! ~ ~ (J) j!:2C (J) TYPICAL., SHRUB PLANTING DETAIL SCAU. NTS ~ SPACING ~ AS SHOWN ~ A ON A PLANS FINISH GRADE \ ~ VOl ~ VOl ~ ~Ol ~~~ ~ ~~ ~ ~~ ~ ~ '~~7~~~~;~~~~~~~h ITm~ . . .' '. . :. '. . ,.' \x..\.. ... . '. ~1!1I1~I;r~il~II~llrnlll IIjl~'III~ L.3~M~LC~ . ~ ~GROUND COVER PLANT SOIL PLANllNG MIXTURE GROUNDCOVER PLANTING DETAIL SCAU. NTS 1CALe. NTI (J) LU :E o :J: a:I ~ w C - en >- ~ I- :z ::) o (.) LL o en ~ o :z e( :E w :E o ::J: :z 3: o I- S H E E T N o (I) (I) ~ ~ Cb Cb .S .S ~ ~~ ~l .~ e:; :::: Cb ~ e: " ~ .~ ~ ~ c:: Cb~ c:: i (I) a:t ! ..... e!-C:: Cb ~ Cb~ .s ~~ ~qj u :;:::(1) .~ ~ ~ i " ~ ~ '--J ~ ~ ~~! ~ III ~ III ~ i c: e( C - ~ o ...J LL ... ~ W l- e( 3: ~ e( W ...J (.) LL o >- I- - (.) L2 N (0 (0 (0 I Ol"')"<t ~co~ (0 Q) "<t ........ ~t"')~E If) 01'0 '0........0 .. OL .. . 'OOXOl o_oc: o lJ... lJ... Q) Ct:: .....0 ~ ~ 000 Q) .D If) . 't:....0l~ :J 0 I ~ ()IOl~ oE~ 0- 1"')0........ NO.1' N I' ........ q; ~ ~ ~ c: III ~ Q U ~ (;) en ..J - <( t- W C w c.. <( (.) en c :z <( ..J > > C) ~ m ~ c C 0::: o o I.LJ 0::: PROPOSED 10" BUFFER/SETBACK (SOD) ONE TREE EVERY -.............. ~ 35" ~ ~\f' " ~," 'X ~, ~,,,-K' '\ ~ SEE BUILDING PLANS ~ :z;:. FOR DESIGN '\ ~ PROPERTY L1NE/ / RIGHT-OF-WAY UNE , -, PROPOSED BUFFER/ SETBACK 7" MIN. (DISTANCE VARIES) (SOD) 1 r' PROPOSED BUFFER/ SETBACK 7" MIN. (DISTANCE VARIES) (SOD) o . I "1 I~ ' I '; I w (!) z ~ 0 J: F Z u a.. 0 Z - F ~ 5 0 ~ ~ ~ Vi ~ .1 0 ./ 0 )ROPOSE[ 4" S/W REGRADE & SOD ALL DISTURBED AREAS (DISTANCE VARIES) EXISllNG LAWSON ROAD "I PROPERTY L1NE/ I' RIGHT-OF-WAY UNE ~ ,- PROPERTY L1NE/ RIGHT-OF-WAY UNE ~ I- e...: ~ i: -I CONllNUOUS SHRUB ----........... "'....... 2~ SEE GRADING PLAN ~ 3/4m. (MAX) FOR F.F.E. W" --__ ~~~~~~V ',"~.~ I,(,;:~ ,. '/~~~ 7:%~~<<f' ~~~~~~~I AlAx ,,,'\(,<~~ ' ,'\ /, <\'" '<(<<:(~~'\>>/ 0(" ~V<<:S~, '," "Y~' V~ '/0'/);,/')./ 'N - ~"~~>>>~*~~~~~~%~~~~%*~~<<f~- /Y /, L ::' ''<<<.'-(',:(V AV/'V -<'<('<<.<(// /). ~ EXISTING GRADE MA rc:tRg~TING 11' A: Yx11 '~ ~ Jj ONE TREE EVERY ______ ~ rl 35" __ ,,,-K"" ~\ 'j ~ \ Iv ------ ~~~~ r--.~ ~ IYv/, ~ v.;:. ONE TREE EVERY 35" \ \, "/ I 0 > SEE BUILDING PLANS FOR DESIGN SEE BUILDING PLANS FOR DESIGN \ j -I ~ ~ ~ ~ < u.. .J. c 0 OICXll'COIt)"ltI")N..... d Z 6" HIGH PVC FENCE ~ )~ ... 6" HIGH PVC FENCE ~ ' " --.......... " t-. '" " 3/4- /FT. * 3/4- /FT. SEE GRADING PLAN FOR F.F.E. SEE GRADING PLAN FOR F.F.E. -- .---. O:W>-(I)-OZ(I) c C) Z to ~ LO ~ J:: ~, wOO- ~ ,.,..~~ 0 I ~ 10') >=< zt-- LO 0::: ~~ lD" ~J..l ~ ~ ,tOi -; i3~8l 0 ~O~ ~ 0:: <0 (/) 0 Cl. Cl. 0 c v L/ WEST PROPERTY LINE BUFFER IADJACENT TO FLORIDA POWER EASEMENT SECTION A-AI BUFFER ADJACENT TO NON-RESIDENTIAL SECTION D-D ~~Hd !l ~ I'Si' "1m ~ ~ ~i~ ; .i~~ G] ~~~ . ai5!~ g: ~~O~~~U D il_ ~~'i ~mi5i ia,l ~---~~ ~IS!~ ~ 0:::0" ~IH ------~) W C I!! !~ ~)I~~ ~ ~ mi~~ ~ ~ ADJACENT TO LOCALI MINOR COLLECTOR STREET SECTION B-B oo;;j- c::> c::> C'-.J ICALIa NTI ICALI. NTI lCA1AI IITI In ,.-f -1 :::> J PROPOSED BUFFER/ SETBACK 7" MIN. (DISTANCE VARIES) (SOD) \~ I' -~ ~ - 2 PLY REINFORCED RUBBER GARDEN HOSE PROPERTY L1NE/ ,- RIGHT-OF-WAY UNE~ ONE TRE~" EVERY ______ ~ ~ ~ IJ;Y/I 3:> r----~ r~ ~ 6" HIGH PVC FENCE ~ , ~" CONTINUOUS SHRUBI~~ ,~ ,,, '!:If." ...,(O!..... ~~ -I ~ ~ ~ ~ lb lb .S .S ~ ~Iij lijl ~... ~i ~ E: t.;~ ~ ~ c:: Ctilij ~ Ii ~ Q:u ! ~~ ~ ~ lb~ .S ~~ Iij~ ~~ ~" <3i .... 24" PROPOSED ASPHALT DRIVE (PRIVATE DRIVE) PROPOSED 10" BUFFER/SETBACK (SOD) PROPOSED 10" BUFFER/SETBACK (SOD) PROPOSED 4" S/W PROPOSED 4" S/W JUTE OR OTHER BIODEGRADABLE TWINE FLAGGING TAPE SEE BUILDING PLANS FOR DESIGN N co co co I 01") "It o_co .....;0" CD "It _ 31")~E (/)01'0 -0-0 .. 0;;: .. . -oOXOl gG:~!5 0:: .:o~ ~000 CD .0 It) . 1:"'0I~ ;:, 0 I :.: uJ:OI:,: oE~ 0- 1")0_ NCl." N " - SEE BUILDING PLANS FOR DESIGN PROTECTIVE SLEVE FOR 3" MULCH ~ ~ ~ 6"MIN SAUCER................ ~ q ~ ~ ~.":." 'Y~r v ~.~- FINISHED GRADE - ..J(/ j~ir~ 1 "." \ . .... !n :'X '( .:....~.....:, IT 2"x2"x24" WOODEN 3fETTl~ ~ STAKE OR METAL DEADMfc ANCHOR BURIED DRIVEN INTO G OUND SEE TYPICAL PAVEMENT SECTION ON SHEET 13 (J;X) 3/4iFT. SEE GRADING __ -- PLAN FOR F.F.E. ~;i}',~~,.,.~~~~~~~~ /(o/\<<~ ~ ~ ~ '-../),......../)...,....... .,,, /'-. /),......./ ,/>~......./';........ "........ "<<"/A{/ .......///.(/' //{/ ~<<.(<<</ ,~ ,<'........ \;>~, "'" .......... ~, ~,,"" 'v / _ 2" SEE GRADING PLAN 3 4/FT. (MAX) FOR F.F.E. ,,< "~'.'-. '" :;-" , , . " ........ ' ,</ /'!:</ /{./~ f<<~~Y<<W~~~:f:,?~ ">>"'>;: 1.'-'>>".<........ '......." ~>>y>>'~.':' /~'\( '-.~-! ' '~'" /(~~"< ......."< '-.." '-.. '/....... ....... ,'\....... /' ......./;................ /'\:.v........ '//)y \ f SEE BUILDING PLANS FOR DESIGN c > en w :E o ::I: a:I ~ 3/4iFT. SEE GRADING PLAN FOR F.F.E. .---. c REMOVE BUR~AP FROM TOP 1/2 OF ROOTBALL BACKFILL L INTERGRAL CURB (TYP) SEE DETAIL L/ ~ EXISTING GRADE ~ ~~ it a ~- ~ ~ it.... ~ fI) ~'tj ~~! ~ ~ lij ~ rei ~ Co) s () TREE ST AKING DETAIL BUFFER ADJACENT TO RESIDENTIAL . MUL TI-FAMIL Y SECTION E-E INTERNAL PRIV ATE DRIVE SECTION C-C NOTE; STAKE TREES ONLY AS NEEDED Icw... NTI IC.. NTI w C - en >- a:: I- z: ::) o (.) LL o en a:: o :z: <C :E w :E o ::J: :z: 3: o I- TOWNHOME MANORS OF COUNTRYSIDE TREE INVENTORY MARCH 8 ... 2004 TREE DBH CANOPY CONDITION t rVIII 1 fiulllJ IJ I I".~ ~ lIP' I..... J II ill nll- I ,,,.... ~ II (\' f'l 19. ",. ,..., l~ I (l( ill I TOWNHOME MANORS OF COUNTRYSIDE TREE INVENTORY MARCH. .8,2004 CANOPY CONDITION t -;: TOWNHOME MANORs OF COUNTRYSIDE TREE INVENTORY MARCH S .1" 2004 TREE DBH CANOPY CONDITION tI- I, (' l1t"Yt1 I..GnrP.1 "i J lctfiI3l. QU acul) lliv ~ r\ I'l,.. ';', ;l~~ I ~ 111.9 "IJ~. '1" I7nr" tit' >n' 1r1I1'-" ,RI\r' "01 ~ I ~<a:' ~ II f UI/IJ)( l/ln I c:i I PllrlJ/ in", "\ T"11'; ,q, ~ fl.l'Vi (f rv / 0 · II '"(lh IIIII~ I ~11'lll1n 1m I q 'nM 'v "\ 'II 4- ~ ',)~ ~ I.~ ( joo NI I Ii, /I ^.. Dr 1.-. =)' ,II lf~ n flmll, "JIl · L1I.' /1w I'll I{) I · J~ Him ll'i ,.\ f\ II 1111 .If In'\ 'n/'\1 n" { iM'1 lfu,IP: I htAl ' "7i-,l;;" I -q- TOWNHOME MANORS OF COUNTRYSIDE TREE INVENTORY MARCH 1.8, 2004 CANOPY CO~ #I I' I ',rl~..(j. ;l.. ~ ~ ~' ill 9- "- D' il ': TOWNHOME MANORS OF COUNTRYStDE TREE INVENTORY MARCH S .8.2004- CANOPY CONDmQN t 11/'-1:1" .... I oJ..... .., 'n,lrlt'l.. < ! CONDITION Nari:S TOWNHOME MANORS OF COUNTRY8IDf! TREE INVENTORY MARett s .8.2004 CANOPY CO~ t CONDITION NOTES ... ",.(rt,Q. <C c - D: o ....I LL CONDITION NOTES TREE .. TREE iI ..:11 to 7- t:: ~ "- ~ ""j:j~ -:/: (. L. -z. I ') "') '" -~ '.,:: '~ J:::\(/"') 0'" ~ :;;I ~ ') TREE DBH IYl (.JJurDJ I" m II CONDmON NOTES TREE t R\ )l, ";.1 ~ I" () CONDIT10N NOTES N(JI nr- nftV TREE #I 02\ '~~ c '~ 'I ) () TREE DBH II ..... .....611 U l\r\O\~'" ~lt.n' , 'Lilli 1Il/J · ..Ai.!) :AI. . VP (\ II(, ~/n. n r rM'. 111 V' I /1JnAJ/ fD · 100 h r tDJn.. q -.fill':' I 0<1(. I i II I r~ ~. "fA r IJo "( .^..II "Jilll'"oO U' [' I' II wld X "fIr If' . II [1/ j(l).1 {nil. I CONDITION NOTES TREE # 0\ '11 ,-;1 In ~ ,,6 II TREE DBH TREE # ~ )I TREE DBH "11.(" "1/,," , l ~\J,p 10.1.1 .IVO hll .:J\fR&r I~W.' 1/111(1 I )011' .rll ( rill { " 11" '" In rgj -{IJ M1 ~I II "1" 'I J i' I'JlI (()C'P l' U 111 I'" IV.II , [u a I ~- 1.([ J(W.[ '1"(') ",\, Jo'"1/0 l ..... ...... , I 'n.A~I \0 '", ,....II.. ... - ~ .. .... :: :: 4 ,/ ~ I/, r ,1 It' II 11 -v.y )(1LIf\ 1t)1 ~tri..l.C:tu. rp ',ll I ,( / if'roi> ~l d,,:> A (J'fiifln J('fllt' ~;!J (I ~ n' ;!! ~~ 1~ I " I 'II ;1 r"T :e~ " ,1:1 . IcISh 1/ j1 fj hlL I' .., nc::t-. 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"15' ~Ii Ill- rr (,' I ~ 'l({\Il 9: ., '" "2._ )" 'I" ,,(') 'l"j ~ j iroD JlI1Uf ...-#1') '::v,~."oI J CONDl1IOHCOIlE: O-DEAI) ,-POOR Z-IELowAIIEIlAGI! 3-AVI!RAG& "-A8O\IIIAYBIlACilE '-OU1'llTAHDING '-lIPl!ClIIIlN 'nil c:; liD)\. r\Jj,\\ 1~ II' t. ') c:oNIlITION c:ollE: 0 - DEAD 1 - POOR Z -1Il!LOW AVl!RAGI! 3 - AVIRAOI .. - A80VII AVIRAOII . - OUTSTAHDlN<J . - SPECWEH CONDITIOMCODE:O-DI!AD '-POOR 'Z-IlEI.OWAVERAa& '.A_ ..-ABOVIlAveNiIE .-Ol1JllTAHlllNlJ '-SI'ECIIIeN COIIIlI11OtI COllI!: o. DEAD 1 - POOR 2. snow AIII!RMll 3 - AYMAGI! .. - ABOVE AIII!RAGE .. OITI8TAHDINCJ ,- 8PEClII1!fI CONlllTlON CODE: o. DEAD 1 - POOR z. B\!LOW A\IERABIl J - AVERAOE .. - ABOVE AVl!RAGE . - Ol1lWTANIlINlJ .. GPEClMEH CONDn1OIl CODI!: 0 - DEAD , - POOR a. BELOW AVERAlJ& J. AV'ERAGII! ... AIIOV/! A\IERAOE ,- OUlSTAHDllIG .. 8PEClIoleIl S H E E T N o L3 PART 1.0 GENERAL 1.1 DESCRIPTION OF WORK PART 2.0 SHIPPING & HANDLING 2.1 TRANSPORTATION A. Provided strongly rooted sod, not less than 2 years old, free of weeds and undesirable native grasses having been cut to a mowing height of one (1) inch or less prior to lifting from the field, and machine cut to pad thickness of 3/4 inch, excluding top growth and thatch. Provide sod only capable of vigorous growth and development when planted (viable, not dormant). It shall be nursery grown and planted in locations as delineated on the landscape plans. D. Remove all wood, plastic, or gro-bags from the root ball. Set plants in center of holes with the top-most root in the root ball at the same height or slightly higher (2 inches) than finished landscape grades and plumb trees so the trunk is vertical. Backfill field soil around sides of root mass and work each layer to settle and eliminate voids and air pockets. Material must be watered in as planted. Provide approximately 5 gallons of water per inch of trunk caliper or 1 gallon per 3 gallons of container to the root ball once all backfill is filled in around the root ball. SOD C. All palms are to be pruned to remove dead fronds, and fronds with a petiole that droops below horizontal. Dead fronds are those with less than 50% green tissue. Only those fronds with petioles drooping below horizontal (9: 00-3: 00 o'clock) should be removed. All seedpods are also to be removed including those originating among remaining fronds. D. The contractor is entirely responsible for the irrigation through final acceptance and twelve- (12) month warranty period. E. Upon satisfactory completion of maintenance period as determined by final maintenance inspection, the client or an appointed landscape maintenance company will assume maintenance responsibilities. "U ,- ~' r- . \ Awarded bidder shall provide and install trees, shrubs and sod in accordance with the landscape plan and specifications. A. Tree root balls shall be irrigated just prior to shipping. Trees shall be secured in the truck so as not to roll. Do not allow closed trucks to remain standing in the sun in hot weather unless they are air-conditioned. B&B trees shall have their root balls shrink-wrapped prior to transporting them from the nursery. Trees and shrubs shall be shipped to the site in enclosed vans or covered with woven shade t-arp. - \ i f;: f- lu .... 1.2 DEFINITIONS A. "Final Acceptance" shall mean that point in time when all requirements of project drawings are completed, including any punch-list items, to the satisfaction of the customer. The awarded bidder sholl be notified of final acceptance by the customer or their representative. B. "Maintenance Period" or "Warranty Period" shall begin when plant material is installed and continue for a twelve (12) month period after notification of Final Acceptance. E. Provide a 2-3" high soil berm around the edge of tree root balls to from a shallow saucer to collect water. The watering saucer, regardless of hole size, is to be at edge of root ball. Alternatively, cobra edging is to be installed at the edge of the root ball. F. Broadcast over the root ball and back fill soil, at the recommended rate, a broad-spectrum pre-emergent herbicide prior to mulching. G. Apply a controlled-release fertilizer to the soil surface under the mulch at 11b. Nitrogen per 1000 ft2, prior to mulching. No other amendments are necessary. B. Deliver sod within 24 hours of being harvested. Do not deliver more sod than can be laid within a 24 hour period. B. Provide sod of uniform pad sizes with maximum 5% deviation in either length or width. Broken pads or pads with uneven ends will not be accepted. Sod pads incapable of supporting their own weight when suspended vertically with a firm grasp on upper 10% of pad will be rejected. F. All stakes, supports, and associated hardware shall be removed 12 months after planting. Notes on Irrigation ....J ~ ~ < .b < ~ 10 ~ D mCXll'<DIO~"'N"'" d z 2.2 UNLOADING AND HANDLING Trees will be rejected if they are dropped to the ground suddenly. Container grown and boxed trees shall be lifted with a forklift under the container or carried by hand by the lip of the container. Trees may be lifted by wire loops inside the container. Trees may not be lifted by the trunk. Balled and burlapped trees shall be handled by the root ball in a manner that does not deform the shape of the root ball. Trees shall not be handled by the trunk. B. Backfill soil shall match textural condition of existing soil. No soil amendments are necessary. Soil in sidewalk cut outs, parking lot islands, and other small spaces to be replaced with native topsoil to improve conditions. All construction debris, rocks, sticks, Iimerock, shell, ect. Are to be removed from the entire planting area. ~Ii I~.... Illi ~~! il~ ~I:;:d 2lS~ UJii ~fi)e ~li:i5 ~80- i52~ !I ~ ~ , ' ~ 41o~ ~ ~ii5IZ~ g: ~m! I D , ,':- -i i~ Q: ,--,~:;) c 0 , c ~ I.&.. ~ i~ ~ 0 "'---.)~ >' Ii: W ',-._,~ i ~ ~ 3.2 ACCESSORY MATERIALS C. "Final Maintenance Inspection" shall occur at the end of the twelve (12) month maintenance period. D. "Nursery-grown" shall mean grown in the nursery from liners or collected and then grown in a nursery not less than 2 years. A. Refer to the drawings and other parts of specifications for accessories specifically used on this pro ject. 1. Delete daily irrigation when planting in winter. Irrigation frequency can be reduced slightly (e.g. 2-3 times each week instead of every other day) when planting hardened-off, field grown trees that were root-pruned during production. Establishment takes 3 to 4 months per inch trunk caliper. C) z CO Q: LO vl= ~, UJ 0 0 ~m ..al~~ 0 I ~ I ..... >- < ~ I- 1 LO w ~" CD ~ ~ J ....... ..... n.. ICO~ -; .00..1 D uo< 0 aoo~"'" UJ Q:: Q:: Q:: <0 VI 0 Cl. Cl. 0 H. On trees up to 4" caliper, apply a three- (3) inch layer of mulch to an eight (8) foot diameter circular area around the trunk. On larger caliper trees, apply a two (2) foot diameter mulch area for each inch of trunk caliper. No mulch shall be applied to the inner half of the root ball surface. All other planting beds are to have a minimum of 3" of mulch. 2.3 HOLDING TREES AND SHRUBS AT THE PLANTING SITE E. "Healthy, vigorous cc'ndition" shall mean live foliage out to the tips of all branches and stems, and a trunk caliper that is bigger, 12 months after planting, than at planting. Healthy, vigorous palms have new fronds developing with no necrosis or chlorosis and are green in color. Shrubs shall have live foliage out to the tips of all branches. Irrigate trees and shrubs as soon as they arrive at the planting site. After plant material is unloaded from the truck, it shall be stood and stored in the erect position and irrigated twice daily with 5 gallons per inch trunk diameter or 1 gallon for every 3 gallons of container until planted. Shrink wrapped B&B trees and plants in plastic containers shall be stored in the shade. 2. Irrigation frequency can be reduced slightly (e.g. to one or twice each week) when planting hardened-off, field grown trees that were root-pruned during production. I. Trees and palms are to be secured by awarded bidder. 3. At each irrigation, apply 2-3 gallons per inch trunk caliper to the root ball. Apply it in a manner so all water soaks into the root ball. Do not water if root ball is wet/saturated on the irrigation day. 4. Trees take much longer to establish that 3-4 months per inch trunk caliper. Irrigate in drought the following summer. 1.3 QUALITY ASSURANCE A. The installation shall be by a single firm specializing in landscape horticulture. All landscape material shall be provided by the awarded bidder, as specified on the plans. PART 3.0 MATERIAL.S 3.1 PLANT MATERIAILS TREES D. Mulch shall be derived from an exotic invader tree species, e.g. Melaleuca, and shail be clean and free from weeds and other debris. Alternative products, e.g., Eucalyptus or pine bark or straw may be considered. Bald Cypress mulch will not be accepted. E. Pre-emergent herbicide: apply granular Chipco "Ron star" or approved equal at label rate. F. Trees shall be secured using three-quarter (3/4) inch elastic guys (3). C. Mulch area between ground cover plants, place no less than 3" of mulch. GROUNDCOVER C. Fertilizer shall be complete with approximately the following ratio: 3N-1 P-3k (+Mg for palms only) A. Space ground cover plants as indicated on the landscape plan. B. Plant names indicated shall comply with "Standardized Plant Names" as adopted by the latest edition of the American Joint committee of Horticultural Nomenclature. Names of varieties not listed there shall conform generally with name accepted by the nursery trade. Stock provided shall be true to its botanical name and legibly tagged. 8. Dig holes large enough to allow for spreading roots and backfill with planting soil. Work soil around roots to eliminate air pockets and leave a slight saucer indentation around plants to hold water. Water thoroughly after planting, taking care not to cover crowns with wet soils. A. Nursery stock shall meet the minimum dimensions for height, spread, caliper and root ball as described on the landscape plan. On large maturing and medium maturing shade trees, the tip of the dominant leader shall be the tallest part of the tree. Trees with leaders topped or headed within the last year shall be rejected. B. Caliper measurement shall be taken six (6) inches above grade if four (4) inches or less. Trees greater than four (4) inches in caliper shall be measured at twelve (12) inches above grade. G. Palms shall be braced as shown. No nails, screws or other securing devices may be driven into the trunk. C. Awarded bidder shall provide photographs of plant material prior to install'Jtion. D. Plant selection shall comply with sizing and grading standards of the latest edition of Florida Grades and Standards for Nursery Plants. All plant material shall be "Florida Fancy" or "Florida #1". E. Substitutions shall not be accepted and will constitute an unresponsive bid. C. Field-grown trees and palms shall be nursery-grown and hardened off (pre-dug) for a minimum of six (6) weeks prior to delivery to job site. Container grown trees shall be nursery-grown. PART 4.0 EXECUTION 4.1 GENERAL GENERAL A. A representative will inspect all landscape material during installation. Material that is in shock or has been damaged during installation shall be replaced by awarded bidder within five (5) working days from notification. en UJ :E o :J: m ~ F. Trees, Shrubs and Groundcovers: Provide trees, shrubs and groundcovers of quantity, size, genus, species and variety shown and scheduled for landscape work and cornplying with recommendations and requirements of thc3 local government. Provide healthy, vigorous stock, grown in a recognized nursery in accordance with good horticultural practice and free of disease, insects, eggs, larvae and defects such as knots, sun-scald, injuries, abrasions, or disfigurement. G. The customer or their representative shall inspect for quality assurance and approve plant material at either the nursery or project location, prior to installation. D. Trees must be healthy, vigorous and full with good branch distribution. Trees with bark included within major branch unions will not be accepted. E. Root balls of field-grown trees must be intact and protected from desiccation with black plastic wrap. Container trees must have the container on the root ball or the root ball must be appropriately protected from desiccation. Trees with root balls that have bound or girdled roots shall be rejected. Threes with synthetic burlap will not be accepted. A. Awarded bidder shall provide and install all trees, palms, shrubs and groundcovers in the quantities and dimensions indicated on the kr.rlc::cupe plan. B. Commencement of work: Work urlcpr this awarded bid shall be completed in an order!;, business-like fashion. Once work flas begun, it shall continue on consecutive working days until it has been coml'leted. Sundays, Saturdays, holidays and stoppages due to inclel1" :;,,~ weather delays or caused by the customer shall be excluded. B. Remove from work site all excess materials (e.g., soil, debris and equipment) daily through duration of project. Damages resulting from installation shall be repaired by awarded bidder. C. Pruning: If there is a double leader in the top half of the tree, shorten one, by the about one-half, back to a live branch that points away from the tree and is at least one-third the diameter of the cut leader. Remove broken portions of damaged branches back to a live lateral branch. Prune shrubs to retain natural character. 4.2 INSTALLATION TREES, PALMS AND SHRUBS A. All landscape material is to be planted in accordance to the landscape plan and attendant exhibits. Good horticultural practices must be observed. F. The tip of the first major root originating from the trunk must be with in one inch of the tip of the root ball. If the first root is deeper than this, the tree will be rejected. G. Container trees should have few, if any, roots on the outside surface of the media. D. Remove all string or wire wrapped around tree trunks. Remove all straps, rope and string used to lift the root ball. Remove all burlap and wire from the top of the root ball. H. Local government reserves the right to reject any and all plant material. B. Trees and palms are to be planted out of the right-of-way (ROW) at a minimum of four (4) feet from back of curb at locations identified on the landscape plan. All shrubs are to be a minimum of two and one half (2.5) feet from back of curb as shown on landscape plan. Awarded bidder shall stake and/or paint planting locations in the field. Upon approval by the customer, these areas shall be sprayed with an approved herbicide and maintained weed-free for the duration of the project. C. Excavate planting holes with vertical sides. Do not disturb soil at bottom of planting holes. Make excavations twice as wide as the root ball diameter and slightly less (two inches) than the distance between the top-most root in the root ball and the bottom of the root ball. Alternatively, excavate the hole slightly wider than the root ball and place the root ball in the hole so the top-most root is even with or slightly (two inches) higher than the surrounding landscape grade. Then, loosen the surrounding soil out to a diameter equal to twice the diameter of the root ball. Finally, push the loosened soil toward the root ball to fill the hole. 4.4 MAINTENANCE 1.4 SUBMITTALS 4.3 ACCEPTANCE A. Awarded bidder must submit certificates of inspection, analyses for soil amendments, and labels for herbicides, insecticides and fertilizer materials. A. Inspection to determine acceptance of planted areas will be made by the customer repres,entative upon awarded bidder's request. Provide no tification a minimum of five (5) working days before requested inspection date. w C - en >- a:: I-- :z ::) o (.) u. o en a:: o z <C :E w :E o ::J: :z 3: o I-- H. Trees must have green, live foliage. Shocked plants (Le. those with dead or dying leaves) will be rejected. B. Awarded bidder must submit the following material samples: SHRUBS 1. Mulch 2. Topsoil 3. Pre-emergent herbicide 4. Fertilizer 5. Photographs of typical plant material A. Provide shrubs at the minimum height and spread listed on the landscape plan. All shrubs must be healthy and vigorous with good branch distribution. B. Container grown shrubs shall have no circling roots and few, if any roots on the outside surface of the media. B. The customer or their representative will prepare a "punch list" of those items, which must be corrected before re-inspection for final acceptance. The representative will determine an approp'riate time period for corrections. Awarded bidder must request re-inspection two (2) working days in advance. Planted areas will be accepted provided all requirement, including maintenance, have been satisfied and plant materials are healthy and in vigorous condition. 1.5 JOB CONDITIONS A. The customer or the,ir representative will provide "Notice to Proceed" to the awarded bidder. C. Shrubs must have green, live foliage. Shocked plants (i.e. those with dead or dying leaves) will be re jected. B. Awarded bidder is responsible for protecting utilities, paving, and other facilities from damage during landscape installlJtion. Awarded bidder must notify "Call Sunshine" (1300-638-4097) 48 hours prior to beginning work. C. Awarded bidder must protect plant material from desiccation during transport and installation period. In most instances, this means daily irrigation. GROUND COVER A. Provide plants established and well rooted in containers to the minimum height and spread listed on the landscape plan. If water fills the bottom of the planting hole, add soil to the bottom of the hole until the water is covered. Pack the added soil firmly. Place the root ball on this packed, solid soil, not in water. No part of the root ball shall be placed in water. If necessary, bring in soil similar to site soil to cover the sides of the root ball, creating a raised mound. The base of the mound (i.e. the outer diameter created) shall be at least six times the diameter of the root ball. A. Begin maintenance immediately after planting. Maintain all plant material until final acceptance and for a maintenance and warranty period of twelve (12) months after final acceptance. B. Maintenance shall include but is not limited to pruning, cultivation, mowing, weeding, fertilizing, watering, and application of appropriate pesticides necessary to maintain plants in healthy condition. ) I l ~ *i '" I ~ t ~I ~ j I I ~ ~ ~ D. Awarded bidder must familiarize themselves with existing project conditions, e.g., utilities, soil strata, drainage, and sightlines, prior to installation. Conflicts should be addressed with the customer or their representative. E. Work along city, county, or state right-of-way must comply with the oppropriate regulating authority's guidelines for "Traffic Controls for Construction and MaintElnance Operations". Awarded bidder shall be responsible to file and obtain any and all required agency permits. 1.) Reset settled plants to proper grade and position. 2.) Restore soil berm and mulch layer. 3.) Tighten and repair elastic guys or otherr supports 4.) Correct defective work. 5.) Remove and replace rejected material within one (1) working day from notification. 6.) Maintain mulch surface weed-free. When planting on a slope, the top-most main root in the root ball shall be even with the grade on the uphill side of the tree. Site soil will need to be added on the downhill side to cover the sides of the root ball and to construct the soil berm to hold water. The amount of soil added on the downhill side will depend on the slope and size of the root ball. S H E E T N o c_ . Q:W>-(I)-OZ(I) ~ ~ ~ ~ Cb Cb .S .S ~ g.lij '4i15 J:!~ ~Cb ~ ~ ~ ~ .~ ~ ~ Cblij ~ ~ ~ ~() ! ~~ ~ ~ Cb~ .S g.~ lij~ ~~ <:)~ ~ .... > >- ~ m C) ~ o o 0::: o U W 0::: D UJ C>z ~ 0 :r: F un.. ~~ ~~ Vi z o F u :::l g: (f) Z o U " D -.::::t' c:::> c:::> C'-I l1J ,...-j -1 ::J J N <D <D <D I o",~ $:?CXl:e <D Q) ~ ,... =5"'~E VlOl'O "0'-'0 .. Oi: .. . "00)(01 0_0t: o~~ Q) Q:: .:o~ ~ooo Q).o1O . 1:L..m~ :J 0 I ~ u:r:m~ oE:e 0- ",0,... NCl.I' N I' '-' 'i) I- . ~~ ~ ! ~- ,(~ ~~ 1,-1 ," ~ - 1 ~,~ I liJ .. c: <C c - a:: o ....I U. ... cc: W I- <C 3: a: <C w ....I (.) U. o >- I- - (.) L4 ~ ~ i ~ u ~ () en w I- o :z: w a.. <C (.) en c z <C ...J Q o .... ~ < o -D <"I 8i 8 ~ <"I ~ 00 ~ '0 <'i > ~ uJ ...I w 4: 01 Z~Ol ~~~ o::~ owci ci90. 4:(/} 0-",10 0::....0 . >- ~ 01- V::J . . i= 0; w::)o if) 2 :) Z 2 o o z o o if) <( -1 -1 > l- if) W 0:::: o -1 -1 I LINE TABLE LINE L1 L2 L3 L4 L5 L7 L8 L9 110 111 BE ARING N 89'46'13"W S 70'33'16"W S 70'33'26"W N 67"59'30"W N 89'46'13"W S 01'02'38"W N 89'46'13"W S 70'33'26"W S 70'33'16"W S 89'46'13"E I Jo DISTANCE 60.01' 122,04' 81.31' 37.76' 0.91' 5.50' 100.00' 9,03' 31.84' 21.49' ( NE. COR I 6-29-161 10 ...J 19.41 (f)" 0 A!~ 1/.2 18.00 (D) '\ It)( RR 1~2 0.6' SQUlH POB (\ .... r- B- JZ: AND x: C ) / Y LESS OUT iV' /11 rx') 18.00' f"- i'. " - i'- ""1-- ~~ - - Ct. '" -2-3.00' ~ ~,,, ~~, ii;~" ~" ~" I~ '" " I~. ~ ~'" '-"'~ '" '" I" ~ ~ 01 ,,1'- I- ~ ~ ~I'- i'-, g 4:0:: ~ > d- - (/}"\. " - ~ " I'- " , " " ~ /) ::J N.J '-l~" ~'" 0.,,-" "I'- 1Jl. " "'I ,,~ ,... ~ // ";.... 10 G" en · ~~ fa " W. 1'\.11) :EC> I' " wOo (/) i'w '" 4:10 . "- Wo tt) ~ ~ ~~" 1=0; m~ ::> 0 "aD ['\.. "p ['\.. S ,,-' ," I"- " [".'" ,E " I ~ ........ 0:: ~~ 01 WI j!:~ ~~ Cl ~o. o~ Z m r<) n o o "'!l) lO SIR .... 'rf ~~~ ~~~ 1250~:~~ ~ "'~ ~~:: 7 ~~ 9 ~ ~~ ~ :-~ ~ ::J GO . - z ,,; "-l~'" ow~ :",~ ; ~"" ~ '~1~ ~ }'J en -' W ID r<) W :::t0l ~ --: '" ~, ~ ~ 2 "- ,;t .q: . ::> ."- "- w~ ~ ""~ ~~ ~a; ""~ S~ ~~ ~~~~ -~~ 00 a:: 0. fZ 10 '" "" . 0 ;j ~ "" "" :~- ~~ ~l- '{ /\I 9R 1/2 ~~, ~S~ Lr)'-- r CO .... z I- Z W :iE w (/) .q: W f.D.O. T. . f1.alIDA DEPARDlCNT (f JRANSl'CMTARCW $oR.D. .. sTAIr ROAD D€PARTlifHT o.R. .. llf/OAL REcalD f1()(M( P.Ls. . 1'ROf'CSSHJW. l.NID SI.W\{~ tBl .. uaNSED BUSINESS MJMBER O/A .. O\f:RALL D/AlfNSKW P.o.c. .. /'aNT (f COWfNCEJJfNT P.O,8. . /'aNT (f EEGINNING f . CENTfRUN( R/W .. RJGHT-(f-WAY f1.fv. = f1EVA~ FIR 0 = fOIJND /R(II ROO 1lP 0" FOOID /R(II ffP( SIR 0" seT '/2' l<<II ROD .t CAP L8.J6IlJ FCll O. FOOND w<<:BfJ[ lIa<<JloIfJ/r SNIIO 0" seT NAIl. AND BRASS lMSK LBJ6"J fH.tD 0 . FOOND HAl NIJ lMSK (P) .. BCARlHG,AJlSTANCt PER PI.A T (0) '" BEARlNG,AJlSTANCt PER DflD DESl2PlICW (F') '" s6R1HG;fjSTAN~ peR FIElD J/CASURClIEHT (C) .. fJEARJNGflJISTAN~ PER CALCVLA lICW ASPHALT - I ;'. .~I POWER TOWE RS 311360SCALEREV2.DWG 12 18 03 DATE 1 NO. - ",,::::::'" W . t') .... <0 v m IX) V) ""'~ r-- o - W .- i-- ~~ ... ..,. 01..... o ~ ~~ ..J N lOm 0110 10 V) V) w Z ::J ZI-- S 01'O2'38l...289.~. (O)(F) I ;'~'~.~O' (~')':,:\ NO INTERIOR IMPROVEMt:NTS SHOWN ~ I CD 10 .-J W o 0:: <( a.. ~- a g --- ~D 'x' 0.7' SOUlH -CUi .... 254' (P) WESTERLY RIGHT-OF-WAY LINE OF U.S. 19 254' (P) O.R. 6413 PG. 633-637 '(2 8 e O.R. 11352 PG. 2243-2244 ;.... Q) oi :R O,R. 11864 PG. 2540-2541 ,. f') .- ~ Q) aD Z O.R. 8778 PG. 1757-1759 O,R. 11864 PG. 2503- 2504 N It) t ;&D ~ , N 011)2'38-E "~ 254.00' (0 )(F) ~'-,.".\,'" ,'., , '..',.:J?:A,R9~k '~;.!I.: L~,~:W'9YJ; , " ".,'" /' C'ol C'ol n ~ --~ l- => o (/) (1)0 ~~ 10 =..... ,..- , CD T lD ..J W o 0:: < 0.. LOT 9 LOT 11 - .-- g.... 'i:"<~a."'; w 508,05' NORTH 508.00' 9 S 01'02'38~W 8 B LAC K BUR N P.B. 24 u.s. HIGHW A Y 19 N. S 01'02'38"W 254' (P) 7 S UBDIVIS ION PG. 62 LOT 8 LOT 11 W. R/W LINE - - 256.08' S,R, 55 (200' R/W) ~ O.R. 11098 PG. 2 23-2427 LE S SOT -..,. o ci It') N S1R~ (~ S 01.02'38-W b: ~ c ~ oi ~ -..,.1 o ~I o 10 N w 256,94' (D)(F) --..., u; S1RO 6 b:' - ,... o - PARCEL A O.R. 9901 PG, 281-282 w . tt) - ~ m GO en NO INTERIOR IMPROVEMENTS SHOWN N 01'02'36"E 1366.98' "- 258.00' (O)(F) ~ ~ D\ f6 .- .., -J[~0~ <~ g::.>:~,?',,::;:":" ';;":',.i:-i'R i'? .. .' , '';c-I:J '-i"', ',':;:';:. ,:' ',...:.: Ii: ':',,: ' , lO l ~1/2' '-- N 011)2.38-E j .\ '.::,.: ,,'~::,' .',"',}:::-:,\" \"",,'/ 25<<. 20' .. . .K\!!C:AW~@N~~;4.0 11 )( LOT 11 . /(~\'~~ );',...<Xt"':.....i'\~'~;'~~~'\.:~IVl~'j:::t:jF:?" '...'.'..""Ct .'\ . S 01.02'38.W 2289.43' (D)(F) 236.51' ";.~:,,-:->:,,-;,,,';:"':":-;'" :'>:"."":;,:"':' " NO INTERIOR IMPROVEMENTS, OCCUPATlON OR HYDROGRAPHIC FEATURES SHOWN PARCE L 8-11 N 01.10'17-E 508.00' (0) N 01'02'38"E 528,55' N 00'52'10"E (D) PARCEL 8-11 LESS OUT CENTERLINE OF WESTERN TOWERS LOT 11 508.02' CALC 508.00' N 00'54'2.J"E (D) N 01"12'28"E CALC 2 I MISC. REVISIONS I 02/02/04 I 3 I MISC. RE VISIONS \ I LOT 270.00' PARCEL B-ill NiCl Nt') n-i 1010 r<)t') LOT 11 SOUTH 270' Of NORTH 778' 270.00 ARE A OF BLANKE TEAS E ME NT RE CORDE 0 IN O.R. BOOK 3008, PAGE 441 1035. 1 J' (0 )(F) ;;P9.01! N 00'52'10"E (D) 1015.46 (D) I- .(1) lOw n~ iCl ..... N l- (/) !' ~- ~NOl / IDOl..... :otaicxi mN N _ :NN / { FLORIDA ......~ ( PARCEL 8-ill LESS OUT 270.01' ~ iCl Ol ct r<) SOUTH 238' Of NORlH 1016' 236.49 (F) ARE A OF BLANKE TEAS E ME NT RE CORDE 0 IN O.R. BOOK 3008, PAGE 441 8-IV N 01'10'17"E 506.56' ! : ~, '. ~'. \ . 1015.46' (D) I- ::) o (/) (/) ~ POWER ......::... I lDo o TI~ _____ ~~ ~ 0. j.... 01 cxi N N - - 1014,64 (f.) 1015.46' 10) 1016.05' CALC 238.0 l' . I '}i" .','" ,,:'>";:<;~'; · .11 rl ..J a:: ~L _ ;r r = ~9 ~ o ~ APPROXIMA TE LOCA nON ~ ~ Of flORIDA POWE R ~ Z EASEMENT, O.R. BOOK ~ L 3675, PAGE 64 ~I-~ ~ ~ ~ to~ IOV 1010 r<)r<) -- I- ';,qv) ~-"""~ f 'rj SiR "--- \~ \ NI 01.12'2S-E ............... ' ......::... N CO SIR 1347,65' 10 506.56-.- 'SIIf :i ~ Lr) Nirl ..-0 aid C'olr<) NN ---- ~ -J'\. LOT 11 - . co G m ~ '?' :B 10 Q) aD Z -(llf 01 II ...J 4: o U ir> r<) iii 10 r<) r-- o ~ C'ol .q: I- o w 4: w > :r: - (/) .- I- W .- W Z - I-~w-:::t - -b-1~- ...J (/) :I: I g Z < 0:: :E ::) lD ~ o 4: ...J lD 1349.16' (D)(F) 259.53 260.25 (0) 260.32' CALC rSW. CO~ 'LOT 11 ~ \ 11- REVISED LEGAL DESCRIPTION INW, COR '-- AND TITLE RE PORT ILOT 11 RE VISIONS 01/29/04 I ...... ~~ o ..J ~ PARCEL A DETAIL a /LESS OUT ~ it (I I ""'~ o o ci r<) N SECTION 6, TOWNSHIP 29 S., RANGE 16 E., CLE ARW ATE R, DES PINE LLAS COUNTY. FLORIDA CRIPTION (I) ..J OW u..U ~~ 0. ~o FI- <0 Ow 4::r: >lJ) 0- z~ ~ PARCEl A (BEING KNOWN AS SUNSET lAKE MOBILE HOME PARK): LOT 6, LESS THE EASTERLY 250 FEET THEREOf; AND lHAT PORTION OF LOT 11, LYING SOUTHERLY Of A WESTERLY EXTENSION Of lHE NORTHERLY LINE Of LOT 6, LESS THE EASTERLY 60 FEET lHE RE Of, AND LESS THE WESTERLY 230 FEET THEREOF; AND LOT 12, LESS THE EASTERLY 60 fEET lHEREOf, AND LESS THE WESTERLY 230 FEET THEREOF, AND LESS THAT PORllON LYING SOUTHERLY OF THE FOLLOWING DESCRIBED LINE: fROM THE INTERSECllON Of lHE WESTERLY LINE OF LAWSON AVENUE, AND lHE NORTHERLY LINE OF STATE ROAD 588, RUN N. 1'02'38" E., 68.1 FEET FOR A P.O.B.; THENCE N. 89'46'13" W., 107.54 FEET: THENCE S. 70'33'26" W., 90.34 FEET; THENCE N. 67'59'30" W., 37.76 FEET: lHENCE S. 70'33'26" W., 171.45 fE E T TO THE POINT OF ENDING; AND lHAT PORTION OF VACATED BLACKBURN STREET LYING WESTERLY Of lHE WEST LINE OF THE EAST 60 fEET OF LOTS 11 AND 12, AND EASTERLY OF lHE FLORIDA POWER CORPORATlON RIGHT-Of-WAY; ALL IN BLACKBURNS SUBDIVISION, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 24, PAGE 62 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, fLORIDA; TOGETHER WITH THAT CERTAIN "ROAD PARCEL", BEING A ROAD RIGHT-OF-WAY LYING WITHIN LOT 12, BLACKBURNS SUBDIVISION, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 24, PAGE 62, PUBLIC RECORDS Of PINELLAS COUNTY, FLORIDA, DESCRIBED AS FOlLOWS: COMMENCE AT THE INTERSECTION OF THE WESTERLY RIGHT-Of-WAY LINE Of LAWSON AVENUE AND THE NORTHERLY RIGHT- OF-WAY LINE OF SHTE ROAD 588: THENCE ALONG THE NORTHERLY RIGHT-Of-WAY LINE OF STATE ROAD 588, S. 70'33'16" W., 90.20 FEET TO THE POINT Of BEGINNING, SAID POINT ALSO BEING THE SOUlHWEST CORNER Of THAT CERTAIN PARCEL CONVEYED TO SANTA MARIA, ET UX BY DEED RECORDED IN OFFICIAl RECORDS BOOK 8139, PAGE 1830, PUBLIC RECORDS OF PINElLAS COUNTY, FLORIDA: THENCE CONTINUE ALONG THE NORlHERLY RIGHT-Of-WAY LINE Of STATE ROAD 588, S. 70'33'16" W., 31.84 FEEl TO THE SOUlHEAST CORNER OF THAT CERTAIN PARCEL CONVEYED TO NIEWIAROWSKI, ET UX BY DE ED RECORDED IN OFfiCIAL RECORDS BOOK 5182, PAGE 958, PUBLIC RECORDS Of PINELlAS COU'JTY, flORIDA: THENCE N. 00. 08'34" E., AlONG THE EAST BOUNDARY OF SAID NIEWIAROWSKI PARCEL, 106.14 FEET TO THE NORTHEAST CORNER Of. SAID PARCEL, ALSO BEING A POINT ON THE SOUlHERLY LINE Of THE PROPERTY CONVEYED BY DEED) RECORDED IN OFFICIAL RECORDS BOOK 3468, PAGE 365, PUBLIC RECORDS Of PINElLAS COUNTY, FLORIDA; lHENCE, ALONG SAID SOUTHERLY LINE, N. 70'33'26" E., 9.03 FEET; THENCE, CONTINUING ALONG SAID SOUTHERLY LINE, S. 89"46'13" E., 21.49 fEEl TO THE NORTHWEST CORNER OF SAID SANTA MARIA PARCEL; THENCE S. 00'08'34" W., ALONG THE WEST BOUNDARY OF SAID PARCEL, 98.46 FEET TO THE POINT OF BE GINNING. PARCEL B (KNOWN AS TROPICAL BREEZE MOBILE HOME PARK): PARCEL B-1: LOT TEN (10) BLACKBURNS SUBDIVISION, ACCORDING TO THE MAP OR PLAN lHEREOf AS RECORDED IN PLAT BOOK 24, PAGE 62, PUBLIC RECORDS OF PINElLAS COUNTY, flORIDA. P ARCE L B-II: lHE NORTH 508.0 fEET Of LOT 11, BLACKBURNS SUBDIVISION, ACCORDING TO lHE MAP OR PLAT THEREOf AS RECORDED IN PLAT BOOK 24, PAGE 62, PUBLIC RECORDS OF PINELlAS COUNTY, flORIDA, LESS, A TRACT ON THE WEST SIDE DESCRIBED AS FOLLOWS: FROM THE NORTHWEST CORNER OF SAID lOT 11 FOR A POINT OF BEGINNING, RUN PARALLEL TO THE CENTER LINE OF COUNTY ROAD 194, SOUTH 89'46'13" EAST 228.47 FEET: THENCE SOUTH 1 '02'38' WEST 508.0 FEET: THENCE NORTH 89'46'13" WEST 229.92 fEET; THENCE ALONG THE WEST SIDE Of SAID LOT 1" NORTH 1'12'28" EAST 508.0 FEET TO THE POINT OF BEGINNING, AND LESS AND EXCEPT THE EASTERLY 60 FEET Of LOT 11 RESERVED FOR ROAD RIGHT-Of-WAY fOR LAWSON ROAD, RECORDED IN OFFICIAL RECORDS BOOK 535, PAGE 612, PUBLIC RE CORDS Of PINE LLAS COUNTY, FLORIDA. PARCEL B-III: THE SOUTH 270 fEET OF THE NORTH /78 fEET OF LOT 11, BLACKBURNS SUBDIVISION ACCORDING TO lHE MAP OR PLAT THEREOF AS RECOf<DED IN PLAT BOOK 24, PAGE 62, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, LESS THE EAST 60 fEET THEREOF, FOR ROAD RIGHT-Of-WAY fOR LAWSON ROAD, RECORDED IN OFFICIAL RECORDS BOOK 535, PAGE 612, PUBLIC RECORDS OF PINELlAS COUNTY, flORIDA, AND ALSO LESS THE WEST 225 FEET THEREOF fOR fLORIDA POWER LINES. PARCEL B-IV: SOUTH 238 fEET Of THE NORTH 1016 FEET Of LOT 11, BLACKBURNS SUBDIVISION, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 24; PAGE 62, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; LESS lHE EAST 60 FEET FOR RIGHT-Of-WAY OF LAWSON ROAD, AS RECORDED IN OFFICIAL RECORDS BOOK 535, PAGE 612, PUBLIC RECORDS OF PINELLAS COUNTY, flORIDA. LESS AND EXCEPT fROM PARCELS B-II, B-III AND B-IV THAT PART DEEDED TO flORIDA POWER CORP0RATION BY DEED RECORDED IN OffiCIAL RECORDS BOOK 1428, PAGE 48, PUBLIC RECORDS Of PINElLAS COUNTY, flORIDA, MORE PARTICULARLY DESCRIBED AS FOllOWS: BEGINNING AT A POINT ON THE WEST BOUNDARY Of LOT 11, BLACKBURNS SUBDIVISION, ACCORDING TO THE PLAT THEREOf RECORDED IN PLAT BOOK 24, PAGE 62, PUBLIC RECORDS Of PINELLAS COUNTY, fLORIDA, NORTH 0'54'23" EAST 260.25 FEET FROM THE SOUlHWEST CORNER OF SAID LOT 11; THENCE NORTH 0'54'23" EAST, ALONG SAID WEST BOUNDARY, 1015.46 FEET TO THE NORlHWEST CORNER Of SAID LOT 11. SAID POINT BEING ON THE SOUTHERLY RIGHT-OF-WAY LINE OF C.R. 194. 33.00 FEET FROM AND AT RIGHT ANGLES TO THE CENTERLINE OF SAID ROAD; THENCE NORTH 89'56'19" EAST, ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE AND ALONG THE NORTH BOUNDARY Of SAID LOT 1,. 228.47 FEET TO A POINT THAT IS 175,00 FEET EASTERLY FROM AND AT RIGHT ANGLES TO THE CENTERLINE OF SAID CORPORATION'S lHEN EXISTING TRANSMISSION LINE; THENCE SOUTH 0'52'10" WEST, PARALLEL TO SAID CENTERLINE, 1015.46 fEET TO A POINT; THENCE SOUlH 89'56'19" WEST 229.12 FEET TO THE POINT Of BE GINNING. PARCEL B-V; A PORTION OF VACATED COUNTY ROAD NO. 194, VACATION RECORDED IN OffiCIAL RECORDS BOOK 4906, PAGE 903, PUBLIC RECORDS OF PINELlAS COUNTY, FLORIDA, LYING IN SECTION 6, TOWNSHIP 29 SOUlH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA DESCRIBED AS FOLLOWS; COMMENCING AT THE NORTHEAST CORNER OF SECllON 6, TOWNSHIP 29 SOUTH, RANGE 16 EAST, PINEUAS COUNTY, flORIDA; lHENCE NORTH 89'46'13- WEST, A DISTANCE OF 100.00 FEET TO A POINT ON THE WEST RIGHT-OF-WAY LINE OF U.S. HIGHWAY 19, ALSO BEING THE POINT OF BEGINNING; THENCE SOUTH 01'02'38" WEST, ALONG SAID WEST RIGHT-OF-WAY LINE OF U.S. HIGHWAY 19, A DISTANCE OF 33.00 FEET; THENCE NORm 89'46'13" WEST, ALONG THE NORTH LINE OF BlACKBURNS SUBDIVISION, ACCORDING TO THE MAP OR PLAT THEREOf AS RECORDED IN PLAT BOOK 24, PAGE 62, PUBLIC RECORDS OF PINELlAS COUNTY, fLORIDA, A DISTANCE OF 1003.39 FEET; THENCE NORlH 01'02'38" EAST. A DISTANCE OF 33.00 FEET; THENCE SOUTH 89'46'13w EAST, A DISTANCE Of 1003.39 FEET TO '(HE POINT OF BE GINNING. LESS AND EXCEPT lHAT PORTION THEREOF CONVEYED IN OFFICIAL RECORDS BOOK 4921, PAGE 619, PUBLIC RECORDS OF PINELLAS COUNTY, flORIDA, AND DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHEAST CORNER OF SECTlON 6, TOWNSHIP 29 SOUTH, RANGE 16 EAST, PINElLAS COUNTY, FLORIDA; THENCE NORTH 89'46'13" WEST, A DISTANCE Of 100.00 fEET TO A POINT ON THE WEST RIGHT OF WAY LINE OF u.S. HIGHWAY 19, ALSO BEING THE POINT OF BEGINNING; lHENCE SOUTH 01'02'38" WEST, ALONG SAID WEST RIGHT Of WAY LINE OF U.S. HIGHWAY 19, A DISTANCE OF 18.00 FEET; THENCE NORTH 89'46'13" WEST, A DISTANCE OF 560.00 FEET; THENCE NORTH 01' 02'38" EAST, A DISTANCE OF 5.50 fEET; lHENCE NORlH 89"46'13" WEST, A DISTANCE OF 443.39 FEET; THENCE NORTH 01' 02'38" EAST, A DISTANCE OF 12.50 FEET; THENCE SOUlt! 89'46'13" EAST, A DISTANCE OF 1003.39 fEET TO It!E POINT OF BEGINNING, ALL BE ING MORE P ARTlCULARL Y DE SCRIBE 0 AS FOllOWS; (SEE SHEET 2 fOR CONTINUATION OF DESCRIPTION) CE RTIFICA TION CERllflED TO: GLOBAL FINANCIAL INVESTMENTS, llC. COMMONWE AL TH LAND TlTLE INS URANCE COMPANY JOHNSON, POPE, BOK0R, RUPPEL Be BURHI, P.A. LOUANN LOVE, P.A. --- , I HEREBY CERTIFY THAT lHE SURVEY REPRESENTED HEREON MEETS 1HE TECHNICAl:STANDARDS SET FORTH BY THE FLORIDA BOARD OF PPOFESSIONAl LAND SURVEYORS IN' CHAPTER 61Gp-6, FLORIDA ADMINISTRATlVE CODE, PURSUANT TO SECTION 472.027 flORIDA STA"ruU;S. - 11/19/03 <iJ i) ,({)~ -:. . - DATE OF SURVEY (~OHN O. DIEHL -" - ' - /PROFESSIONAL LAND SURVEYOR NO.4053 SUNsET ROAD & U.S. 19 TYPE OF SURVEY:BOUNDARY SURVEY AND TOPOGRAPHIC PREPARED FOR:GLOBAL FINANCIAL INVE S TME NTS, LLC. PROJE CT: POLARIS AS SOCIA TE S INC. PROFESSIONAL SURVEYING LB 6113 2915 S.R. 590 SUITE 17 eLE ARW ATE R. FLORIDA 33759 (727) 669-0522 DATE 11/19/03 CHE CKE D BY: JOD , SCALE: 1" = 60' DRAWN BY: JDF JOB NO. 01-3113 SHEET 1 OF 5 ~ ~~ , -6QC6 , 5vF-Vt:1 a,sao E. LINE, NE 1/4, 6-29-16 .......... 3= "'- 0::: o CD '-" 5 t- W "'W a::: J- (f) I Z ,:~I ::> CD ',,~ o <( .-J CD LOT 12 4 B LAC K BUR N P.B. 24 3 S UBDIV/S ION PG. 62 LAWSON ROAD ,,', ", (60f:R .{ , " ' ,.i 'i ",jiVO I GpPROXIMATE LOCAnON OF FLORIDA POWER (EASEMENT, O.R. BOOK 3675, PAGE 64 N CO N I ... CO N ci Q.. b I/') ~ .n 0 CO en t'l en ci "'0 I- a lJJ ~ lJJ <( J: U en < > W '-" N ~~t-~-ll ~ ~I.J ~ en Z 0::: :> m ~ o < ~~ OW lL.o ~~ Q.. ~~ <0 Ow ~J: en 0- z~ :> lL. APPROXIMA TE LOCA nON OF FLORIDA POWE R EASE ME NT, O.R. BOOK 3675, PAGE 64 L /I [F-dh II PPROX'MATE LOCA~ON rr=- OF FLORIDA POWER ~ EASEMENT, O,R. BOOK 3675, PAGE 64 Cl o .... ~ o on .;.; ~ s 8 c::! .... ~ o 00 it. -a ..-i > e u.J ..J < U en ~ .... II u PP.O~MATE LOCA:~~~L A ------ OF FLORIDA POWE R I EASEMENT, O.R. BOOK ~227 I 1------ l LOT 12 \ \ u=- ~~~ b CDN t-r:~ ,Ill I- ' :.,~ P:- .:w~ N 01'02'38"E 1366.98' LOT 3 LOT 12 Q,~., J.P~ ' PO" 61?:761~ . :.....'..: "':.!>.~I':' ,,' :..:: ,~r!"::"'.~~'..f":; . . ". . .' ' W. R/W LNE I S 01.02'J8-W f'- II ~ LI u u ~ EAST 1/4 CORNER OF SECTION 6, TOWNSHIP 29 SOUTH, RANGE 16 EAST \ ~ CD 0 0 0 2 1 0 N \ CD ..... \ CD :0:: :0:: . . 0 \ 0 N N b b lO lO en en CO CO en en \ \ S 01'02'38"W ~ 68.10' , -lL V f' L2 f' 'D'OA' 0'" "(!)'A'o('!~L ,.. , " :":::;l.';g:~~:l~J;r'.",,r),::,;:;. N f' APPROXIMA TE lOCATION OF FLORIDA POWE R EASEMENT, O,R, BOOK 3406. PAGE 227 O.R. 5182 PG. 958 NO INTERIOR IMPROVEMENTS, OCCUPATION OR HYDROGRAPHIC FEAlURES SHOWN PARCE L 'Jl. SEWER-UTILITY EASEMENT O.R. 4048 PG. 1565 O.R. 9901 PG. 281-262 \ \ \ LOT 12 N 01'02'38"E 350,55' O.R. 8823 PG. 1386-1388 133.60 cole 133.53' (D) POINT OF TE RMINA TlON OF LINE \ \ \ 112.35' \f) '1J 0' ~ \ \ lJJ cD j!: Z o ~ F u >- W 0::: en <( lL.. ~ 0 :> ~ 0......... m or- >- I- .J en 0::: c( W W j!: iE :> 0:: o 0 en z -Jz 60 I 30 0 60 ]1 1 1 SCALE: 1 "'=60' SECTION 6, TOWNSHIP 29 S., RANGE 16 E., CLE ARW ATE R, PINE LLAS COUNTY, FLORIDA A PORTION OF LOTS 10, 11 AND 12 AND THE VACATED BLACKBURN STREET, ALL OF'BLACKBURNS SUBDIVISION AS RECORDED IN PLAT BOOK 24, PAGE 62 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, LYING IN SECTION 6, TOWNSHIP 29 SOUTH, RANGE 16 EAST AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE EAST 1/4 CORNER Of SAID SECTION 6; THENCE ALONG THE SOUTHERLY BOUNDARY OF THE NORTHEAST 1/4 OF SAID SECTION 6, S.89'50'20"W., 720.07 FEET; THENCE ALONG THE SOUTHERLY EXTENSION OF THE WESTERLY RIGHT-OF-WAY LINE OF LAWSON ROAD, N.01'02'38"E., 350.55 FEET TO THE POINT OF BEGINNING; THENCE N.89'46'13"W., 86.05 FEET; 'THENCE S.00'08'34"W., 98,46 FEET; TI-tENCE S.70'33'16"W., 31.84 FEET; THENCE N.00'08'34"E., 106.14 FEET; THENCE S.70'33'26"W., 81.31 FEET; THENCE N.67'59'30"W., 37.76 FEET; THENCE S.70'33'26"W., 171.85 FEET; THENCE ALONG THE EASTERLY LINE OF A flORIDA POWER PARCEL, N.01'12'28"E., 1,349.16 FEET; THENCE N.89'46'13"W., 0.91 FEET; THENCE CONTINUE ALONG SAID EASTERLY LINE, N,01'10'17"E., 1,035.13 FEET; TI-tENCE ALONG A LINE 12.50 FEET SOUTH Of AND PARAllEL WITIi THE NORTI-tERL Y BOUNDARY OF SAID SECTION 6, S.89'46'13"E., 443.18 FEET; THENCE S.01'02~3B"W., 5.50 FEET; THENCE ALONG A LINE 18.00 FEET SOUTI-t OF AND PARALLEL WITH SAID NORTHERLY BOUNDARY OF SECTION 6, S.89'46'13"E., 559.97 FEET; THENCE ALONG THE WESTERLY RIGHT-OF-WAY LINE OF U.S. HIGHWAY 19 NORlH (STATE ROAD NUMBER 55), S.01'02'38"W., 269.00 FEET; lHENCE ALONG THE SOUTHERLY LINE OF LOT 10 OF SAID BLACKBURN SUBDIVISION N.89'46'13"W., 559.97 FEET; THENCE ALONG lHE EASTERLY LINE OF SAID LOT 10 , N.Ol'02'38"E., 254.00 FEET; lHENCE N.89'46'13"W., 60.01 FEET; THENCE ALONG THE WESTERLY RIGHT-OF-WAY LINE OF LAWSON ROAD, S.01'02'3B"W., 2,289.43 FEET TO THE POINT OF BE GINNING. CONTAINING 24.2115 ACRES, MORE OR LESS. TOGETHER WITH: LOT 6, BLACKBURN'S SUBDIVISION AS RECORDED IN PLAT BOOK 24, PAGE 62 OF THE PUBLIC RECORDS OF PINELlAS COUNTY, LESS THE EASTERLY 250.00 FEET THEREOF AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS; COMMENCE AT THE EAST 1/4 CORNER OF SECTION 6, TOWNSHIP 29 SOUTH, RANGE 16 EAST; THENCE ALONG THE SOUTHERLY BOUNDARY OF THE NORTIiEAST 1/4 OF SAID SECTION 6, S.89'50'20"W., 660.06 FEET; THENCE N.01'02'38"E., 1,366.98 FEET TO THE SOUTHWEST CORNER OF SAID LOT 6 AND THE POINT OF BEGINNING; THENCE CONTINUE ALONG SAID LINE, N.Ol'02'38"E., 258.00 FEET; THENCE S.89'46'13"E., 309.94 FEET; THENCE S.01'02'38"W., 256.94 FEET; THENCE N.89'57'59"W., 309.96 FEET TO THE POINT OF BEGINNING. CONTAINING 1.8318 ACRES, MORE OR LESS. NOTES 1. FiElD BEARINGS SHOWN ARE BASED ON EAST BOUNDARY OF NE 1/4 OF 6-29-16 AS LINE BEING S 01'02'38"W, 2. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 3. NO EXCAVATION WAS PERFORMED TO VERIFY THE LOCATION OR EXISTENCE OF ANY UNDERGROUND UTILITIES, ENCROACHMENTS, IMPROVEMENTS, STRUCTURES OR fOUNDATIONS. UNDERGROUND UTILITY LINE LOCATIONS (IF SHOWN HEREON) ARE BASED UPON UTILITY PROVIDER AllASES AND VISIBLE FACILITY EVIDENCE. lHlS UTILITY LOCATION METHODOLOGY MEETS THE REQUIREMENTS Of A QUALITY LEVEL C AS DEFINED BY THE FEDERAL HIGHWAY ADMINISTRATION. UTILIZING n.\ls METHOD IT IS NOT UNUSUAL TO FIND THAT 15 TO 30 PERCENT OF' THE UNDERGROUND UTILITIES ARE EITHER OMITTED OR ARE PLOTTED TWO FEET OR MORE IN ERROR. 4. RE-USE Of THIS SURVEY FOR PURPOSES OTHER THAN WHICH IT WAS INTENDED, WITHOUT WRITTEN VERIFICATION, WILL BE AT THE RE-USERS SOLE RISK AND WITHOUT LIABILITY TO THE SURVEYOR. NOTHING HEREIN SHALL BE CONSTRUED TO GIVE ANY RIGHTS OR BENEFITS TO ANYONE OTHER THAN THOSE CERTIFIED TO. 5, ALL FOUND POINTS ARE UNMARKED UNLESS OTHERWISE NOTED. 6. THIS SURVEY IS NOT INTENDED TO SHOW THE LOCATION OR EXISTENCE Of ANY JURISDICTIONAL, HAZARDOUS OR ENVIRONMENTALLY SENSITIVE AREAS. 7. THE SITE APPEARS TO BE IN FLOOD ZONE X, ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY, flOOD INSURANCE RATE MAP, COMMUNITY PANEL NUMBER 125096 0010 0, DATED AUGUST 19, 1991 AND IN FLOOD ZONE X, COMMUNITY PANEL NUMBER 125139 0126 D, DATED MAY 6, 1996. POlARIS ASSOCIATES, INC. AND THE SIGNING SURVEYOR HEREON ASSUMES NO LIABILITY FOR THE ACCURACY OF THIS DETERMINATION. THE AUTHOR OF THE MAP, THE FEDERAL EMERGENCY MANAGEMENT AGENCY, OR THE LOCAL GOVERNMENTAL AGENCY HAVING JURISDICTION OVER SUCH MAnERS SHOULD BE CONTACTED PRIOR TO ANY JUDGMENTS BEING MADE FROM THIS INFORMATION. THE ABOVE REFERENCED MAP STATES IN TI-tE NOTES TO THE USER THAT -THIS MAP IS FOR INSURANCE PURPOSES ONL Y". 8. ANY ZONING INFORMATION SHOWN OR NOTED HEREON IS BASED ON INFORMATION AVAILABLE DURING THE PREPARATION OF THE SURVEY. THIS INfORMATION SHOULD BE VERIFIED WITH THE GOVERNING AUTHORITY PRIOR TO ANY DETERMINATIONS OR DESIGN. 9. UNLESS OTHERWISE INDICATED, THE PROPERTY DESCRIPTION AND EASEMENTS SHOWN WERE FURNISHED TO POLARIS ASSOCIATES, INC. AND ARE PRESUMED TO BE CORRECT. NO SEARCH Of ANY PUBLIC RECORDS, FOR EASEMENTS, DEEDS, ETC., WAS PERFORMED BY THIS FIRM fOR THE COMPLETION OF THIS SURVEY. 10, DESCRIPTIONS AND EASEMENTS SHOWN HEREON WERE TAKEN FROM A COMMONWEALTH lAND TillE INSUANCE COMPANY COMMITMENT FOR TIllE INSURANCE, ORDER NUMBER 41177068CA, EFFECTIVE DATE: JULY 3rd, 2003 AT 8;00 A.M., ISSUED BY JOHNSON, POPE BOKOR, URPPELL " BURNS, P.A. THE SURVEY ADDRESSES THE FOLLOWING IlMES IN SCHEDULE B-2 THEREOF AS FOLLOWS: ITE MS 1 THROUGH 5 - NOT MA HE RS OF SURVE Y ITEM 6 - BLANKET EASEMENT IN FAVOR OF FLORIDA POWER CORPORATION, CONTAINED IN INSTRUMENT RECORDED FEBRUARY 5, 1969, IN O.R. BOOK 3008, PAGE 441. PUBLIC RECORDS OF PINELlAS COUNTY, FLORIDA. AREA OF BLANKET EASEMENT SHOWN. ITEM 7 - EASEMENT IN FAVOR OF FLORIDA POWER CORPORATION, CONTAINED IN INSTRUMENT RECORDED IN O,R. BOOK 3406, PAGE 227, PUBLIC RECORDS Of PINElLAS COUNTY, fLORIDA. DOCUMENT IS NOT LEGIBLE, APPROXIMATE LOCATION SHOWN HEREON. ITEM 8 - EASEMENT IN FAVOR OF FLORIDA POWER CORPORATION, CONTAINED IN INSTRUMENT RECORDED DECEMBER 3, 1971, IN O.R. BOOK 3675, PAGE 64, PUBLIC RECORDS OF PINELlAS COUNTY, FLORIDA. APPROXIMATE AREAS SHOWN. ITEM 9 - BLANKET EASEMENT IN FAVOR OF FLORIDA POWER CORPORATION, CONTAINED IN INSTRUMENT RECORDED OCTOBER 4, 1972, IN O.R. BOOK 3892, PAGE 231, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. APPROXIMATE AREAS SHOWN. ITEM 10- EASEMENT IN FAVOR Of fARM STORES, INC., CONTAINED IN INSTRUMENT RECORDED FEBRUARY 28, 1975, IN O.R. BOOK 4264, PAGE 876, PUBLIC RECORDS OF PINElLAS COUNTY, FLORIDA. (SHOWN HEREON) ITEM 11 - EASEMENT IN fAVOR OF PINELLAS COUNTY, CONTAINED IN INSTRUMENT RECORDED AUGUST 30, 1979, IN O.R. BOOK 4905. PAGE 1296, PUBLIC RECORDS Of PINELLAS COUNTY, fLORIDA. (SHOWN HEREON) ITEMS 12 THROUGH 18 - NOT MATTERS OF SURVEY ITEM 19 - SITE IS SUBJECT TO AGREEMENT RECORDED IN O.R. BOOK 10216, PAGE 221. (NOT SHOWN) ITEM 20 - EASEMENT IN fAVOR OF PINELLAS COUNTY, CONTAINED IN INSTRUMENT RECORDED AUGUS T 30, 1979, IN O.R. BOOK 4905. PAGE 1299, PUBLIC RE CORDS OF PINE LLAS COUNTY, fLORIDA. (SHOWN HE RE ON) ITEM 21- EASEMENT IN FAVOR OF PINElLAS COUNTY, CONTAINED IN INSTRUMENT RECORDED JULY 24, 1979, IN O.R. BOOK 4905, PAGE 1294, PUBLIC RECORDS OF PINELlAS COUNTY, fLORIDA. (SHOWN HE RE ON) PROJE CT: TYPE OF SURVEY: SUNSET ROAD & U.S. 19 BOUNDARY SURVEY AND TOPOGRAPHIC APPROXIMATE lOCA TlON 'II OF FLORIDA POWER ~ EASEMENT, O.R. BOOK 3406, PACE 227 N 01.12'28-E 1349,16' (D)(F) APPROXIt.CA TE lOCA nON OF FLORIDA POWE R EASEMENT, O,R. BOOK 3406, PAGE 227 a t'l ("oj N or- I- I- en 0 w -J :0:: POWER TOWE RS FLORIDA PARCEL A LESS OUT ~ o o t'l \ N LINE TABLE LINE BE ARING DISTANCE L1 N 89'46'13-W 86.05' L2 S 00'08'34.W 98.46' L3 S 70'33'16"W 31.84' L4 N 00'08'34"E 106.14' L5 S 70'33'26"W 81.31' L6 N 67'59'30"W 37.76' L7 S 70'33'26"W 171.85' L8 S 01'02'38"W 5.50' L9 N 89'46'13"W 60.01' L10 'N 89'46'13"W 0.91' L11 S 89'46'13"E 1 00.01' L12 S 70'33'16"W 122.04' L13 N 89'46'13"W 21.49' L14 S 70'33'26"W 9.03' F:D.o. r. .. flORIDA DEPAR1/JfHT (F TRANSPalTArKW S,R.D. . STAJr ROAD DEPARDlENT D.R. - fmaAL RCcaiD BO(X P.LS. - Pf<<HSSltlIAL LAN/) SI.W~ tBl - uaNSED BUSINESS NUIJBtR OjA .. O~ DIIJENSI(M p.ae. . PaNT (F CXMIENCaIfHT p.aa '" PctNT (F BEaNNING f .. aN1lRUIE R/W . J//OOT-Of-WAY aEv. .. ELEVA J1(W FIR 0 . FOONO IR~ ROO FIP 0 '" FOOND IR~ PIPE SIR 0 - SET 1/2" IRClI ROO .t CAP LB.I6/1J FCM D. FOOND C()N(Ml[ AlaMlENT SHItD 0" SET NAIL AND BRASS DISK tB/611J fHM) 0 .. FOO/I) NAl AND DISK (P) - BEARING.A1STANCE PER PlAT (0) '" BEARING.A1STANCE PER DCED DESCRJPTKlJ (f) '" BEAR/NG,A1STANCE PER FaD MEASUR8lENT (C) '" BEARfNGft/STANCl PER CALCUA1ICW 'SPH'lT _ I".,...'''''''',;.') "" ,: i'(:'\:?>~(: PRE PARE D FOR: GLOBAL FINANCIAL INVESTMENTS, LLC. POLARIS ASSOCIATES INC. PROFESSIONAL SURVEYING LB 6113 2915 S.R. 590 SUITE 17 CLE ARW ATE R, FLORIDA 33759 ~: ' (727) 669-0522 ' I ' POWER - ~ ~ .... - -' ~ :z ::;l :;i 02/02/04 ADDED METES AND BOUNDS 2 ADDED EASEMENT 60.00' REVISED LEGAL DESCRIPTION LOT 12 12-18-03 AND ,TITLE REPORT DATE 311360SCALERE V2.DWG DATE NO. REVISIONS 11/19/03 CHE CKE D BY; SCALE: JOD 1" = 60' JOB NO. r.. 01-3113 1:--_, SHEET 2 OF 5 DRAWN BY: JDF o. o ... ::i -< \D t'l .-; "" g; 8 ~ .... ~ oi. ~ o c.. ~ t'l - ~ it :9 .... ,;... ';? :z ? j;i DRAWN CHEa<fD O.c. I 40 r JOF JOD JOD 1 8~ :'8J. -8.2:::: 110' lr--. r~ 20 0 40 ~ II I SCALE: 1"=40' A V a ~ ~ c o 0'1 o 3.8' E WE S T -8 6 i - ;. ~ c: '0 ~ o ~.1 in ~~ c".t b.5 A V ~~1 86- - " O. lJ... eOllJ... ~..Q - / --=:::::-. - 110 POND :~~ ~i- ;',- ,,'," ,>" "" 15" 16" ,~.~~ "-..f ~ <f ~t;\~~~~('(~":;,'~<) ,'<'....,'" .,;",< ',:..&4,55:>:' u'.i' "8, ".' "'..'8s:M":,, ,',,'" "".rJ.~i:;',: fj>~ ~ 6"6. P.P. "" <:1 IS" (il ~ fT.p. 11&.7 ~'I.U-,/1 0 ~ API!:: ASSOCIATES INC. ~~:i-S1~ 590 PROFESSIONAL SURVEYING LB#611J CLEARWATER, FLORIDA 33759 (727) 669-0522 8" " 116:2 8\.4 ,PREPARED FOR: ANCLOTE \u - \0,7 - - 8- ,,( P.P.., ::---- ./ B:-" \ ) ENGINE E RING P.P, lv.a ,III 7"7-6" <) .f:...!..<^ ~'L1 r. rv = lilt "" A~ra.i(' if. a . V. . ,. ~ rIU.B. lilt "H- ~~-= ~ I UIfI ~ to-. \ n ) I I . f\ 1'. ~ _~ I I I ~^"10'............ ~""- UJI.:* ~..- \1.6~ Nt bje ~. ~ 1 ~ \ ~ 0 ll~g / I "'-. J " L.P. ___ ;,~', ,/::"'. ".;'.';' >~~~~'~~:~?~i.:'j:)PY: :<', ~o c- 81,2 - .<i''' .11" 5" ~ 7" ." ~ 5"5"~ w ~~6-6- <I")z o. ....l . Coz (/)00 ""':0 n-:~'W{ "ko II.P..,.,. 1 " "/ '. PROJECT: SUNSE T ROAD & U.S 19 \7.4 3"(A)... o <f <qJ IV '~~ .....a:1-/';u PP. ./ ~ ItP,II!i II.P. ..-- ... io.~_ , \/ - 6 n wood fence lA,1 ^r.u.a ....4.5.5. "I' P.P., .-If" - - J.:1S. 10- "Q' 11 <t l6.6 SECTION 6, TOWNS HIP 29 S _, RAINGE CLE ARW ATE R, PINE LLAS II/II 0 COUNTY P.P. ; + ___66-1ll ~/.U I ( 15:8 ToUII,- ~ ~ r:.~-n.- - - - - - t\~- -~1 eJ!, .d-v.s. ~v ~Oh -Ii" "- I - ar.,... ~__________ b '\s.8 P :)"4" <) 16 E_, FLORIDA ~/.~ ~ - 86,4 r.U.!..... L.P. ,# ~ ',', \ ~ f5-6. ~ M.fs:K \6.5 rAt 8" 8" 11. ~ . . L!> AI . \l' INAIL IN ASPHALT .......r'.;C~({~:('i'}}.";.~:.......,.. .L~;:' ...'fi":i"~JSK':t1;;'t>:;~ V, ~ 85,71 ,.,0" ,11 "". tf'}'; \', ,. · ~'2~~:;;" ": ""11>'""" (il 10" ","" ,y"" .:j ~ .-:1 <) '<<~iM:!i.; ",,~,~~)~{:,j;~ ".\ i : ~~~ ."~ l~;;:~~ .' ~i!l:f 2 " ~1" ~" 10" A ~.\Y:/ ,"', .' I III '7 I · . 'O.~' C{ ~': / Iii.' "'--> +0" +0- ~..,.o ~ /.::~t~~ .'i! /;';' ,.".",',,',:,:::,,:,..... ,:, \'~.,~,."..,:',r;;,!r, :",,'..':,. \;'";;'J*w.~:tlr~""':l"" ~~':_~~~';'''tli,85.*,''. ,', "'; :,:. '..,,'::;',;'>;.,:" (li' !;" ::, '.,'. . " ,,~"" ;'f."" " F!':'f:f"!} ",:.e::/h~~).g>~)~:r;"::;'<~II" ,.,"'.'...,,: '~'.,l"" :'; ."'; ","::AI:',"',:" "',; ,>', , ',; ,',!,~~,:':;;:.',;.':~:...::,...H",5 }.:' I; .... ....:. ,'''M'R~'::<::; <..;, -:.........):: . '.: /:\'...'.~( ,:'. '. - : '. .' '~'.;: . ';:'..'";';l:-.':.: Ifli ~28~t. 10. '. ~-' ," , '.......'-".lK-~t...:..,..... I L.P. . ~".'. ~ 1']1" QI1 \ :t:, STOR~~:::. ~8"8-.Jlboard ~.1 I 66 + ANISHED FLOOR tr;r" electri~ ELEV. - 88.88, - P l \j.6fl- pI'p. q SS ........ P':~ .>, t.\ /' ~s lllin. ~ I..: / ~ ~~~rp" rl-; ~ ~~ wallllUZ I~ ~ 617~~ Jk7nfe~c '- '.: STORY, ~ l~. 1-":5 - ~il ~: ASONRY ,~ ti:1f ~84 " QI O. u.. Ool() ljci~n jci~ \J ~ 1 It ' /' t l ,,/ \ \ j' /' /' tt 1 .~~ c....u.. 1/ C IDZ .l!!ci~, ~.!ci 10" ~ ,..:\:'"...::;"':,)"",J,,~. ',; i, ;,....,,,..;, "....,;','.;,;;('.'...... "'::', ",' ',:;':.'.,:; /, ,:,;;:.;;,~:."", ," ;,:::r .).,.,,;','<:~::!:i'<<,':':~,' " "','\ ',: .'.:~:;.::.)i/, "",l7.1~" ',' ""',' ,'t......',' \612" :/:-"" ,':.;:'::<": , 1l11j''';;',' : ' ", " , ,,' :""R~ '.': '7.~r .' M)~ .' ',' :.'d '_ .', ,/'; :.:" ~"t~::,'~'?7.t ' . ~jf86'~':-" ITh"8.f.1l f:"":':~::} , >'", " .j,' 6-5- <f AL~ ..... 5"7"8" ',;- "',' u.e....- .~ __. ~. AA4~".~ . . 1. 1.9 CLP. ;<s.~~r;:' ~ " -:" ; ." ~., . ~' .. ", 5"5"5" .' ' <) ,'" 'l': s"" ' '* <t i 1.~ ;.-::", A7~: " ~7,1~ ::" ':' .. '''a.r:~ ....i', "'-'''' .." ": '.,' ':'.)y,.~7,~' F ',' "..~, 1 ( . ,,>,' " \ '.' ,','.. -', ',' ;~'''~. '.. "."'~. ':,"!: ,\f\."i" ", '~~755 "".' ',:. ' , .'.', ~'., ,:"', " ai4il ":"irJ..~ ' ,''., ' <,.,;, 07.1~ ';'!~,;]' ,~~ ' . '/::, ,:;....":;, , . I:,..... ~... ',' .:.' ";Q~ .;. .' -:;- '1': '. ~"" .J!i'l!!f I';''''' ~~D~ ".: ..;'.' /l&;i~:V ~Fl~ ~H 0 ~ ' .,;., . 88.0 A- ;:iIl / Eon v . 1";' " <~ O .- ~~!~./ 1)8 fW' ... .' _.~\. .:-:. 5 ~I~' " '. ' ..' 5"7" > ..... " . .' ~ . -/" -f r " I'... 1.,.i . ',' '. VC III i:t ~ f ' i"? I wood-.., 6"11.7- ~- -&~ 1'''4' ~,~< .:, ~ fence ~ It') ~ _', :."-lili' lA.t9 "W.,.; 12- ~ n, ...- l6.1 P.P. II~ "7 ~ 5. <t II,~ .- ., ____(t Pol( ." ~ ."5" II,P. .aL.... 5" 8 .~ II.P:...- }1.1 1111.1 ~.P.~ ."5" NO MOBILE HOMES, ~."..." CONCRETE SLABS OR- ~ <) FE NCE S SHOWN 10- NO MOBILE HOME S. CONCRETE SLABS OR FENCES SHOWN ." <) l6,6 ~ 'JI'J'Il. "" " , I .... ~- chain I ~~nk . fen , - rl ~.. 0. c.-~r;80 ' :"q;;l.z I ~,~ ~cq"P. .) mosollJ.;O ,P.ed _0 wall Illlt.llI islh \:.6tJ' .\~ ~ J" ' ~ ":',~ U,G.L. .E ',', tf - , , 7"8"8" ~. rA .~ ~~ n,1-P~ ~~ I IN~' ) 1... tv.a 0 TREE LE GE NO 12" <!> .. 12'. OAK TREE 12" @... 12'. WILLOW TREE 12" ~.. 12'. MULBERRY TREE 12" ~ '"' 12~. PALM TREE 12" ~ - 12~. CHINESE TALLOW TREf 12" ~ '"' 12'. MAGNOLIA TREE 12. ~ "" lZ. CITRUS TREE 12" <e>'" 1 Z. EUCAL yP JUS TREE 12" . '"' IZ" EAR TREE 12. . - IZ. PINE TREE 12" . '"' 12" CEDAR 12" <J... lZ. TALLOW TREE 12" ~.. lZ. MAPLE TREE 12. <1- IZ" BAY TREE 12" ~.. 12. OTHER SPECIES 12" <1.. 12. CYPRESS TREE 12. ~.. 12" PECAN TREE 12" 8'"' 12. BOTTLE BRUSH TREE 12" @.. lZ" CAMPHOR TREE 12" @.. 12". CHINABERRY TREE 12" ~ "" 12" PERSIMMON TREE TYPE OF S URVE Y: 1tP. :;:OOdf "12 81.1 deW i1i1 I ~ If" J &, 41 .z _00 ,/ ~t - - detail BE NCHMARK NOTE: ELEVATIONS SHOWN HEREON ARE BASED ON DEPARTMENT OF TRANSPORTATION BENCHMARK 15-95-A-109A HAVING AN ELEVATION OF 87.08 AND DEPARTMENT OF TRANSPORTATION BENCHMARK 15-88-A-ll0 HAVING AN ELEVATION OF 88.20 NORTH AME RICAN VE RTICAL DATUM OF 1988. (A) DE NOTE S W ATE R LINE ATLAS INFORMATION PROVIDE 0 BY THE CITY OF CLE ARW ATE R PUBLIC WORKS ADMINIS TRA TION, MAP 2548 (AA) DENOTES WATER LINE ATLAS INFORMATION PROVIDED 8Y PINELLAS COUNTY UTILITIES ENGINEERING DEPARTMENT ALL WATER LINES SHOWN HEREON ARE BY SAID ATLASES, NO FIELD EXCAVATION WAS PERFORMED. LEGEND OF SYMBOLS AND ABBREVIATIONS ClILL. IV.1t ~ . tJN/JERGROON() CAllE JEIDfSt(M IIARKER IV.B. . - CABLE TEl.ClfSlCW UlIUTY BOX P.P."- = POIIER PaL ,II .11 = 0K1lHEA0 UNCS c.P.,# - CXJI8INAJIaI POCI (POIlER/PHlME/CMJiE r.v.) L.P.,# .. UGHT POLE C.L,P' ,# = CX>>I8INA ~ It UfiHT POLE G.P. AI = GUY POLE ALP. AI .. AiErER par E---- . GUY MIRE ~ - ElECrRIC U1IUTY BOX (TRANSFawER) oJ. - UNDCR~ND POttER PAINT IIARK J;l: = ELEC1RICAL ouna II - ELEC7RJC lJlIUTY BOX @ - flIC1RIC IICrER ):( = <<001lA1/~ LIGHT { - APPROICaIAJE tOCAJKW UNIJCI<<1ROUH/) POttER LINES @ - IIaIT(il/N(; IIW. o .. UJlJTY tIANHCU 00 = PCDESTRIAN alOSSlNG SIGN T.S.8. lllI .. lRAFf1C SIGNAL UWTY BOX T.s.P.. . JRAFf1C 9/J4AL POLE STCI/JI am8 NCIS ~ ~ ~ c:::::::::J ~ @ - &/llDlED END SECuar- cQ co FLARED END SEC1/CW . = tltATE IHLE1 $ .. STaiM SOER PiPE .. IIANHCI.E @- SMfITARY SEJl(R W'C. &/ANHOLE. aEAHOUT" VAL\{ R.CP. - RElNfalCED lXWaIEJE PIPE C.II.P. = CDi'RI1GAJa) IICTAL PIPE P.v.e. - paY ~ll Mala DJ.P. - DUCTILE /R(JI PIPE v.c.P. = Mlll1IfD dAY Pl'C B1lI 0 .. APPROXIIIA 1E tOCA 1/CW a- UNDERGROUND <<G.L. GAS WE IlIlH GAS VAL~ GAS IIE7ER a It GAS UNC WARNING SIQI ~ .. BURIED G4S UNC PAINT tt4RK IS...,. .. JRAmC SKiH IlII - IIAiBOX TOP a- QJRB cuv. 1l0lll1( (Y aJR8 mv. EDGE (T PAWOT ant EDGE rrpf~ ~ { ( Jl ~ = UNDERGROOND JEUPHCWE PAJHT IIARK W:!..O_T V.T.1I.0_= ~JELOCAJIaI a-IHlfRCIlOUND '1ElIPfKH: CAllE 11m 1ELfPH(.WC l1rJJTY BOX , /MJERCROOII) Jf1EIlfIiWC CAllE Ir.4I/NWG IW/I<ER r.P. ..- .. mfPH{l{C PaE F.o.AL . = lJIURGROONI) FIBCR OP1/C LlAf WARHMG IIARKiR f.H. ... ' .10_ lJNWlQlaHI FIBER OP1/C LlAf PAJHT tt4RK --.1rtv. .e4 W~. APl'ROXIIIATE 1.CJCA1Kl4 a- CIIIIO<<iRO(t() IlI4rER : III /.lIE IIIJH FIfE H'tUlANr. WAD VAL\{ It lIED . ~ = WA7fR lIE PAINT MARK R IlV.... RWL -iIJ-. APl'ROXJIATE LOCAJJt:W a- UNOERCIlOOND RElJSC IlI4lfR fill. LJNE, RfUSE WAD VAL\{ It IIC1ER ~ .. RflISC, WA1[R LIE PAIIT tIARK l( )( = 6' QIAM LI/K ffJ4CE lHISS OlHfRlIISE NOlED d .. PARKING POST all1aJ.ARD - f'RaiANC TANK CCNC. :':,": . - CXJNCI/CJ[ A5PH 1'';':'"h'):':;:'1 - ASl'HALT F.D.P.r. = llallDA DEPARDENT a- TRAH~TATKMi SoR.D. - STA J[ ROAD DEPARTlIENT D.R. - lIfIQAL RfcalD lIO(J( rLs. .. PRa'ESSlOOL lAND SfIR~al UJI - LKlHSfD BUSltESS HlM8fR OIA - 08ALL (MMENSHW p.ae. - MNr (Y CtJIIENaJIINT P.llS. - PaNT iF IIEtlIIIM f .. CEN1fRUE R/W - RIaIT-(Y-IllAY aEv. = aEVAJIGW fIR 0" FWND IlON ROD IF 0.. FaHJ IlON P/If: SIR 0 - SET '/t' IlON ROO .. CAP U/,/IJ FOJ D" FOUND ccwalflE IKWUIlENT SH.tD o. SET NAL AND MASS DISK UJJ6/1J RfItD . = FOUtf) IIAl AI6J aSK (P) . BCARING;tNSTANCC PER PLAT (0) .. BEARING;tNSTANCC PER DEED 0CSCRlPT/ON (f) . BCARING,AJlSTNKE PER fRO ~J ( C) .. BEAI/JNG,AJlSJANCE PER CALatA 1I<W 1Y1'ICAI.. SPOT HIVA TKWS (~ SHOtIN) Iii EDGE a- PA'rfiIENT cuv. 96.18">t- ">t- G/lOIJII) EUv. 95.2 ">t- au,,, CIlOUII) flEv. 95.~ l( ~ - ~Q~ SCClI8l .J& - SANITARY ~ PAINT IWI( ~.~ G. G a NO. 01-3113 02/02/04 01/28/04 ADOfP EASEllENT DAlE: 2 BOUNDARY & TOPOGRAPHIC S URVE Y 1 08-16-03 SHT. ~ .. lIlSC. RE\ASIGH$ NO. PAlE RE V1SIOI'_ . APP'P BY SCALE: 1. .. 40' Of -.. -' ~~, ......""'. .,.' MO.'; 2 ~ 'moL p, I L, 1J 40 20 0 I I I' SCALE: 1"=40' o o ... ~ r0- o :t g I ..... o bQ ~ 2 o l- I'> - ~ ~ 3! .., DRAIN JDF OiEa<ED JOD Q.c. JOD ~. ~ :z ~ 7l ~ ~o ______ NO MOBILE HOME S, CONCRETE SLABS OR FENCES SHOWN ~ MATCH LINE SEE SHEET 3 \ r\ 1~~i:^(';T P.P. ~ I 6" , " ., .-g " , "I .! '. i '8 o fenFe ,",I, · 0,3 ....-: ~.IQ ; ~l;P ON l .......-.4 ,6f.,.'," T.S lor :~', ~ 7~:J fen~ ~. ...., 8;1 I), ? ~ '11,'* '.1 ,," I. oJ . ,', ,.1 "', .:t. ,:>': r:~l Q) o. lJ.. c'<tlJ... .~ciQ.. / I t...... 9" ~ 40 , ,~ Ila,,u,,:-', 'r .,',' :~J:i",l"":' . ~I~~~<' ,,"," . . .' . " ",C::",,,,' ,:,,86.12 .1 :'t~~1 \5.2 85.3:, ", ~;t__). J 1.. . ..J.j!", 5-6- 'Y \A "', ~ 1~ r,~~~"~ '" .' ", ' .', ".,"..'::~;'" ,',.' ""':~,:'::,' , / '. ~ .'~..l:~~' <.:.~ ,I, .....,.,... 1S- ., .... ......; ..~ .'''':7?!;''";';:'i'''(''~''i'' ' . V ' 5~ ...- " , 10~)' ' . 10" ~ ~ .- 19- ,";;7" llJJl ~..... ". ~~ P.r. S- ..- <# ~ NO MOBILE HOME S, _ CONCRE TE SLABS OR FENCES SHOWN t + -CHINESE PAlM Q) 20 o ~ c .! detail ~ I 4 .' IU.B. 0 l 0 6- '?- <) ,~ P.P.". .P , \5.4 ~ .5 ';.U.: ~! " /:; .-- ': ~I I,", ;,}, N '."" ""S- 1 8 ~:' ~ _____ .. ... '~, ~o 61 <f , L lS. ,1t';I;; 1 : u, :~~';":";':~":-\'7.':,~"";.'<"~ :'>'::'- ""'::":.;: ,:,:~,~":""\,,,,,,,,,,,,~:,:,:.',,,::, "',:''). "'~'/:':',,':"\/;"':';' 'Htr:,.,;-,', :', . ,,' ,,' ,. "'''\\"''~~'O'':'''';;',:Ul1:j !",,(.,' " ':,' ','. 'l~~ ..~.': '!'n.' ,,' . ""~'\,;"":. '.i.~,",":::::"::'\,\N?':"r I:';:;'~~"::);: 15"11~ Us. . crl9 _ _ _ _ _ _ ~ -! ~B;jjj r _ _ _ _ _ _ _ _ ~--f.fl~r _ _ _ _ ~~ ~ l; ~a~:' .5 ~r.v.a "I "- I "",,@jl F.H. v.. lV.B. 0 APPROX IMA lE LOCA nON lV.S. I lv.a r.lJB.1 . ."7"7"5" : ' , , I I I I: I I I I , I <tr.~ II II I I .4 k3 ,J~j 191~. 8 7'" laG I I I l:~~r~ LP... J : LP. I I I ~~'J,' ,,~t~ v 3"P.V,C. , "J,i~ "'f'," ~." .""'::"'" :'.~ ....\:~~ ~1~i~;,I=~Ii; ~ ."."" ..... , ',M'?! " "..I~i:r":':~ . Mil,' :' , :"M4." \ 'alt2l/ ',' ll)~~" ,.. I;: J.u.B.l b..B.~"~:~ ~- <f5~_- 1'~:'8-7,' ,...._.~I~~~.:.y=i~u:,A.3.'2A' ~rl(/ I' "~~':itP .. : · ~'Z/~~ ~ I. ~< :y L..3I ~" '".~ I! &."="kll. I ~ 'IT ':, ~ I I " ~.~ __ I j ':'."." ,...'.'1 I:: APPROXIMA lE LOCA liON I I ' , I II I I OF FLORIDA POWE R ... ~ 1"- I EASEMENT, O.R. BOOK I I I I ~ 4 3675, PAGE 64 uq\4~Jll if .116.6 ILa~ J ",' '\ Iwa ~~ I '- ....:.. p ~~, ~,.:. \&6 b.~ L...':';--" =- - - - - - - - -9"'- lV.a lU.B.'"'' "l I 1 - -:-'~ - - - - - - -$-, I ~ J.U.B. ~ I ~ lV.B. ~ I 1 ""5" @-I I, I I ~ @ I / I / I ',.'1 C1> ~ II', ' I ' / I 1 "' , I ~ _..J :1 I I · ," [j- - -. '1 ~,. rr ..... .. / I I ~2-' ~ I 16,4 lf~ T.U.B. lq.~ I I I I I ,,!, "', . _P.P..-... '=' /:~ail g- O'lu... , / ,~ci) /' 'kJ '. _not f9,und per CitY. of clearwater otlas VLP. ~ 18~ ", \5.3 .fA' i~ .. :l', :....:. J1 .,;', :~' t ~~~~e '/OFF - sprinkler .&12 valve ~ :; ~1 ";;;'~f"~;'~", '~~.' .1 .:A AT; ~61 8~' '~\~,r .: 12. ~ . J ~ \,~ . DJ:~~ll3I'lv.a 17' . 13-6-6 '\ iP. @ IUU ~.<'^ ~t : ~~"':'::;:!ii I · ~:~:"" '0"':', M-$1" , ~~ ' <0;' : glU nfU ~ AQll~ . "-~.1r _.~0lI ~ 4~- i ' 1t1ua:ff ,,'.. " 'W" Wr~'T -\IV 9^ 5- <) 8-9-8" Ii .kt f9.und p.. "'h: clearwater atlos "-""6" ~.S.S- ~ 10" ~ II J.5. ..... iP. b.9 0- IOli ~7-8"8" 85.1"" \9,5 iii ~~t'~:.:" " l'U~:' " ;'~"i',' ~~";',, 16" ., \9.4 ~.5 lu + 12-7- ~ ::r. ~ ',. .;.,; .... &.or ___ ............... /~R:',~'\',','<:, ';- r, /:/ ", ',',""!~::-;S:'::F:~ : ':~n~:,:i;'''''''IItl.1! ~.'...'<, ...,.,",> <>.. ..' .. .{~C:.'I ~" · V .-6"7- -0'- ~"-6-6" 8" ~ 13 LP. ..- ,::" ":!j'\';f:' ,':,J""',,'<,~~',;i ;'.' ;'t"/ ,> ., .............~~............."'k~~(;1'~;......~J& .... '. ~n:,;'~~ i4/1 Q) ," '. ilk,:> :: " I P' ',.,:, ~.l ~. ,..". ',~'". ~ I:' '; J:. ':'.-', U . .. "\:',i9-U ::': ' . '....,~:'!~...'.., co ,'.y,,'.., 5- :" !2,,' '" /1: ' 5" .J2-~" ~8" <)811. il~, : "'. 'k4 ~~ ,~, 8Il. 18,7 ,:' ..~^ ~6f) ~6" 67" 8"9" ~"6" 4" ~-..} "f~/;~:?:'!'.. '.. <\1 II ;~~ ., " A ~?~~f) i.... <4.~.:. ~ ...~ ~ ~'.".'. 'I ~L ~ lS.j"O' ~.. .... .... ~~,<~~t:::npe " " ,"" '. ',,# . ..... ~v ~ ~ ,.," 1.0 \ ,> I : .".,.:.L.",:,,\'.'.... 'i':f<,f:::'~:.> ~8" X j]" 'r'/71!'..~ EFF ':, rr v v;. 6"7"8":;1;;':<\',"""::': APPRO AlE LOCA liON B ,0 ,', 1.7" 8~ <<1 '~:'-:, ,.' " ~. \ ~!~ w 6" ' OF FL A POWER I ~'al ,,'I 4-6"6" ~:i':>"~' ,',' EASEMENT, .R. BOOK I _/1 "I V;U~y~~- ~' , ~'9""""}": ,..';::"" , 3675. PA 64 /" . !/ ! "INv:. .' .. ,," . \ ,_ _ . ", ': ( ....1R.R.r..: ~fH. 88.10 1l1'~88' Jl8.~ l; '. ~ . ....? .:,.: 89, ...'." , ,;,N''',;,'';,:',!,'';; - - I of' ~v..,~',,: ..... ~ .PP .0 ,...','!!. ,~~ ' : \ P.P. .~ 7'" " '." ,.,:,i;' YP. .~; ~~t~ I '.., ,...",. .~~~,,~," " - ---' "'.1 T.5..".' .f~l 1l- pp; ~ . ~. a ':; ~ '- ~')'; :~ 't':~:~:,1:~:: 1:.f: -.J W\I RDI' ---- .OO'~ ~ -"'-. ~';:':'I~r11. '.. SlOT nF;.:V; ~l6' 187'I,;;;r6 :itt~:~~':I;tf8~~~~ "."""~" .. ..., ~< ',."~,.,',, ;~:'.':#1~ ""~.:;~'!t<~." . .." '. -R'Cl.~':"';:;'",~",<.,'.'~i~:"'. ,"i " I!&~':> .. ~.4 ",:,; ">\; ~~~1';6/88.:U AUA ...,..IItt1 ...,~'ItU' ",RI1IA43 , , INU ;A,h;-l '1 ,:~ "<>:':::lh~~n.-iiiD ____ \. \. .bo Q" \:; ":,~?, " lal \.~~~~tl/a.'f/l Tl: ~ <~'!""".," ..-5"".: \ \ 'III J . I Z;}~"/"/V~ ~\51J ~~)al .-"" ~;11::"YJr{'A) ~9" 'k5 ~~3 .~~- CP, II ~;","j..i"';':"';.".,'I'~V\ af~~vZ~U~~~HAlT ~ J _:",' . !/I/ r rrr,5 E LE V. ... 88.39 \ -~ 'HAaW' (.. .. 0:: \ '...... .,."., i; z · "" ~ '~ ".' I r ~ 0- o ~ ~ l~ ' ' If, , ; ~ ~ INV ~~~ .f ~ ~5,',~~,:'~~P: . \ ~. .~ ~WUl s. nd be 0".',;:,,::> P., .4 = AllY> ~I;; ," :E 5 ~ n rap ef 6>,:'; I v.. ~2r--'9 RIU nrv ~ 1rJ I/~' '.' IRe : ~: LOCATIO ~:: I I ~.........., ....... !/Ih ,I n~ : OF DRIDA POWER '" . " ......... EAS~ VAg:6~~ \ I ...., I ~\ 7- I' c. ....~ r.tt.8., ~r:~ ~8 ~. ~,',',.":.,:~:,!,',;'"',,:,':';,.,,.',,l ~~, H'6 ~\1I617 .0 Q, ~~1 ""!~I 'D i4,6 Il\"~ '\ \Sf ".... "",~ --- --- APPROXIMATE LOCATION';""~, ~IL. - - - - --f1 I' 1~~10" OF FLORIDA POWER ....-t k.,' , ,,::'" ,,",' 'V V ,tL____ EASEMENT, O,R. BOOK' II ~ I" ~.&jlCi,5 3675. PAGE 64 _ I .,',"",";';:":-','.,~~.. / 1j':,I~~ r ~;>~ I m:' ,...~.~ --- RIU t;lfV -If 59 11.'\0:\ ) ~f; J<~'~'f.if""lll: lii I ,\ I ': , ' ' 16:~' 116.31 " ~r ',:.~:;;;- 1 .... I.;~fp." ~ .oo~ ;, '; ,'. ; hll 6 j} ~ii :'.. ~ T.v.B.. ~ ...,",.., I !'\ 1\+ ~q~ MATCH LINE SEE SHEET 5 \ ~.. a " J.v.f!u.a ~ 1 l~,: Ot) WB. :O~6' ~ off ~ '~'~."'" ~L ," ;'8 'J ~,,>,~ I ~ 1" d . ," 1rJ I J i4,5 1lt 2.+ 85.1. cP o c ~ 1 '0 8 . KU: 7~r.U.lt. WB 1.v.a 6- . 6-"" .." ~ - - ( LC!> i'l I ~- I t'\ I I I I APPROXIMATE LOCA liON II I I OF FLORIDA POWE R I I "I I I EASEMENT, O.R. BOOK I I ~~ltM' I b.4 3675, PAGE 64 ~ I~~~ ~ - - - - - - - f-l ~ T.U.B. L::7-' 1-- ----- ~51~: I I I \ ~~Iz/ II' '~I ~~I~/ - --.:J t ~ 8-9" J;6- ~ ]~I - ~.J " ~"'U flru ~ ll'~~ ~ in EjUl/ , ;tU~::lt~~~~~1 I z I~ 2.63 , I .. Jl2.~' I I I 4,0 r-~8J~1 ~)~ ~" PPROXIMAlE LOCATION/Y' I I I ~~ OF FLORIDA POWER I" \p I I 17~ EASEMENT, O.R. BOO" I \ 3675, PAGE 18" I / ~ I iJ-6- 11 So~; ~ [@ - '1' I I f\ , -~ I ' N , I I ,,', I / II~:"" II I I,' .. I I I I'~ II-- ~I ',:>,"',',;',"',J:,' II.- - - - - - - - _ -f.(J /j. r.u. aln 8" J." \1.5 v." 4,' . J .26" J.- .... '.If 6.'.... "U \Sf _ '1 . r,:' :' . I '1 6"6-." I I 100 I 1<) I I I I I : IY'~ I I I~" ~- / Ii" V\ I. y---- >ac ~.o ',. ", I . , "Wu ~~,~~:~ . ',", . i4.0 ~U.t lV.B. LE GE NO TREE alLL 12' il "" 12- OAK TReE 12" @ "" '2- ~LLOW TRee 12- Gt "" '2- MULBERRY TREE 12" ~ '" '2- PALM mEE 12" ~... '2. CHINESE:: TAllOW TREf 12" ~ '" '2- MAGNOL,/A TREE Ir <) "" '2- CITRUS TREE 120 ~ "" '2- EUCALYIPTUS TREE 12" . '" 12- EAR TRIfE 12" ~ '" '2- PINE TR:EE 12" .... 12- CEDAR 12" <J... '2- TALLOW TREE 12" ~ '" '2- MAPLE TREE 12" <l!'! '2~ BAY TRIEE 12" <<1 "" 12- OTHER SPECIES 12" ~... '2- CYPReS:S TRee 12" t> "" '2- PECAN TREE 12" ($... '2- BOTTLe BRUSH TREE 12" @).. 12- CAMPHOR TREE 12" @ "" '2H CHINABERRY TREE 12" ~ "" '2- PERSIMMON TREE ~ ,JUB W,B. \J,lIcr . . Q.. lV.r .- @ { L) s.~ s.cal8i c. SANITARY LINE PAINT IIAIlK T.U.B. 0 7-9"11- \6 ~ ().8 ..:'v. G. 10" --..... ~&, -" .." ~POL PREPARED FOR: PROJECT: TYPE OF SURVEY: ASSOC/A TES INC 2915 S.R. 590 · SUITE 17 PROFESSIONAL SURVEYING LBj611J CLEARWATER, FLORIDA 33759 . ,.' (727) 669-0522 2 ANCLOTE ENGINE E RING SUNSET ROAD & U.S. 19 BOUNDARY & TOPOGRAPHIC S URVE Y NO. SECTION 6, TOWNS HIP 29 S., CLE ARW ATE R. RANGE 16 E.. PINE LLAS nOUNTY. FLORIDA n., i ... lINDfJl(1l(J(JN() rE1.fI'H(W[ PAJNT MARK W:!,o_ T IL TJI. 0- . APPROXIUAlE LOCAJ1(W CF UN/JUiGIlOON/) 'JEl.EPHfME CAllE tII1H JEUPHCWf II1V1Y BOX ~ JD.EPIKlE CNU WARttIIG IWlKER J.P. .II' '" 7fLEPH{)E Pal f.(lM. . .. CMIlfRQlOOM) FIJER a>nc LMC WARNiNG MARKER f.H. ..... ;(O. CIC/ERGIlO(If) FIJER a>DC UE PAJN11IARK ~ ~v. ~.. W~'" AJIPIl())aJMlE LOCAJ1(W (T IMDfRf1KXII) WAD III L.J/C tII1H FIlE 1fIflRANr; IMlER VAL. K' . IIETER i .. I114lER fjI{ PAIKT MARK R ..:v.... HWL ____.. APPROmIA7E LOCA1J(W (T IHXR(1l(}fH) REUSC I114lfR .Rill LH: IlflISC 11I4 JER VAL. \f .t IIETER ~' . RfI1St WAD LIE PAI4111ARK )( )(.. 8' OIAM LN< fENCE l.NESS OHRIIISC NOJID A '" PARKIIG POST at BalARD C(WC. ~ : ='ANK ASPH 1:"':; ,:'':':;:;-;'1 .. ASl'HALT F.D.o. l .. nC1/lDA DEPARTWENT ~ JRANSfatTATION S.R.A . STAlE ROAD DEPARJlICNT o.R. . cmaAL. IICcalO ~ P.LS. .. Pf<<ffSSIlJIAL WI) SlNMYat LBI . uaHSED BUSltESS MNBEJl O/A . O&4U. DltJENSlCII P.o.c. ... PaNT CF caBlENCalENT ".0.B. .. pc.*r (f' arCHING f, · CEH'/ERLME R/W ... RlGHT-a:-WAY flEv. ... B.EVAOON FIR 0 . fOUND IRCW 110O FIP D.. fOUND /RCW PIPE SIft 0... sa '/2- IlCM 110O It CAP L.B.16/fJ FeM D" fOUND cxwalE7E M<WWfNT SHMJ 0'" SET HAl N6J MASS lMSK LBI6/fJ fHM) 0 .. FOUND NAIL N6J DISK (P) .. BCARMG/DISTNa PeR PUT (0) .. 8CAIIJNGjDlSTANa PeR DEED I6CR/POON (f) . 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PUlESTRIAN CROSSING SIGN T.s.8. II . TRAJf1C SlaW. /llIJTY BOX r.s.P. }I( - 11WRC SICliAI. PaC STMII aJI/B NCJS ~ ~ ~ c::::::=J ~ [g . IJIlDiED CND SECnor" CC] . flARED END SECI'KW . . GWAJf INLET @ .. STOOl SEIO PIPE ct IIAHHaE o. S,4MTARY SEIER P/PC. lIAHHllE. aIANOIITIt VAL~ R.~ .. RClNFat€D mK:Rf1C PIPE C.ILP.. calMJG.4 JD) UeTAL PIP( P.v.c. .. P<<.Y \iNn. alawt D.LP. .. OIICllE tRUI PIPE v.~.. II1RIFIED aAY ~E YiII 0 . APfROX/.lIAJE LOCAlKW fY IINDfRGROIIND /I.G.L ~S LIlt rIrH ~S VAL~ GAS &lEJER a GAS LIE WARNING SHJI :f- .. lMJR1ED GAS LIE PAINT /lARK T.s...,. .. TRAFfIC SIGN 181 . 1IA4lKJX R. ~ .. \JNDfRGROIIND 1EUI'HONE PAINT MARK T.II:!.O_ T I/. T.II. 0- . .4PflRClKIL4JE L0CA1ICW fY /I1IJEIK1lOIIND JEl..C1IIKlE CABt.I W1H 1fJ..I1IfIaE 111IJ1Y BOX LWDlJlQlO/IND Jfl.EPH(K CAfJI.E WARMNG MARl fR T.P, .. . 1ElIPfIOIE FaE F.o.II. . . fMIDGROIIM) F18fR Cl'1IC LWE WNlNING ~ F.H. ~ ;{O. ~1oO F18fR Cl'1IC lJII PAWT MARK ---1lt:ll "4 w_fBl1}___. APPROJiUIATC L0CA1ICW fY IRfJER<<<<XM) WAn . lJII W1H FfiE H'rfJRANr. IK4IER VAL\[ .10 i . WAD LWE PNNr twlK R.1I!\('M4 RtfL RIlII . APPIlOItUlAJE L0CA1ICW ~ UN/JERQKJUND REU WAIER ,R\lt L.N; RWSC WAD VAL\[ .t METER ~ .. I/[IJSE WAD lIE PAMT lIAR/( )( )(.. 6' QlAIN LINK fENCE INILESS OlHERlllSE NOm d - PARKMG POST at BaJ.ARO .. PRo/WE TANK CllIC. : . .': '. .. caDlC7E ASPH L:<"(.,.~,,;,':;"I .. ASPHALT f,D.ll r. . nlWilll4 IlEPAR1lIENT fY 1RANSPatTA1ICW I S.R.D. .. STAlE ROAD DEPARM:Nr aR. .. cmOAL RECalD BO(J( P.LS. .. FflM:SSlCWAL I.AII) SlIIMYat UI/ .. UCINSED BIISlIESS MIIBER 0/1. .. DUAI.lIUNSI(W P.o.c. .. /'aNT iF ~T p.aa - PaNT fY BECHIING f . CD'/l:JUC R/W .. R1GHT-iF-WAY EUv. . ELIVA1li:W FIll 0 .. f(Uf) iteM ROD IV' o. flUID IKW PtPE SIR 0 .. seT 1/2. IKW ROD .t CAP L8.J6/1J fQI D" FWND lXMCREJf MCMUIIENT SN.tD 0" seT H.4I.. AM) MASS INSK LBI6I1J FNItD 0 - FWNlJ NAL AN) aSK (P) .. BEARIIG/lMSTANCE PER PLAT (0) .. SEARlNG/lMSTANCE PER DaD 1l[SCRf>1KM (F) .. 8E.4RIIG/f)ISTANCE PER fIlLD IlCASVREMENT (C) .. BEARING/f)ISTAHCE PER CALCLtADCW 1WlCAI. SPOT neVAlIONS (F 9IOJW) 96.65 E1a fY PA~r nrv. ~18~ 11i~ GROUND fUv. 9~2 ~ lI:fI~ ClKJCH) EU:v. 9~~ , ADDEO EASEMENT DAlE lit: ~SKINS l( T()II fY C1JRB nev. nolltlE fY aNi8 flEv. ~fY PA\OOT EU:v. TO/I fY C1JRB mil. CJ)(j{ iF PAKlENT aEv. JOB NO. 01-3113 DAlE: 08-16-03 SHT. 15 AS'P'O BY SCAlE : 1" '" 40' OF 15 .... 60 I ---iz 30 0 I I SCALE: 1"=60' 60 I I- Z W ~ W .(fl woe{ 0w oe{ Ol z~Ol -...IN oe{oe{..- ~~ ow0 .0 a. 0- oe{(fl ~.:d:g Ol 'O~v v~ . .Fa::; w::>o (f) :2 :::::J Z :2 o o z o u (f) <( --.l --.l > I- (f) W et:: U --.l --.l I , L \ \ \ t~: \:..'2\, L-- PLi'''J' . .'~ 1<. r .. .TLorw;,NT \ " '" SERVICf=.S I CITY OF CLlilHWATER u ~ 0- N N r--. ~ M LE(~ Nil F.D.a T. = FLl1?IOA DEPARTllfNT (F 1RANSM?TA TION S,R.D. = SWE: ROAD DEPARTlIfNT aR. = CJ1-1C1AI. RfClRD 8O(J( P.LS. = PRCHSSK>>/AI.. LAND SUR~mq I.lJI = UCENSED BUSINESS NUtlBER O/A = O~RAI.1. D1l1ENS/~ p.ae. = POINT (F CiMlENCElIENT P.O.B. = !'aNT (F BEGlNMNG f = CE NTrRUNE Rjr = RJGHT-(F-WAY HEV. = ELEVATION f1R 0 = FOOND IRCl-I ROO f1P 0 = FOOND /ROO Pf'f SIR 0 = SET 1/2" /ROO ROO ~ CAP LB.I611J FCM 0 = FWND ct)I(MTr II(HJlIENT SNID 0 = SET NAIl. AJf) BRASS DISK LBl611J FN.tD 0 = FCXJND NAIl AND DISK (P) = 8fAR1NG/DISTANCE PER PUT (D) = BEARING/DISTANCE PER DEED DESCRtPn~ (F) = BEARJNGjDlSTANCE PER f1EW l/EASURHIENT (C) = BEARJNGjDlSTANCE PER CALCULATION ASPHALT = I I ~ o N -. C1> <xl :: :J o >- ~ c:ii :;: ~ .. ~ w ~ o co M ..... ..... M -- en :;: u -- M ..... ..... M -- z ?- I POWER TOWE RS 311360SCALEREV2.DWG ~ ( ~ NE. COR.I 6-29-161 51 19.41 (F) filF I 18.00 (D) "" / FI~ ~/~ 0.6' SOUTH POB 0\.--- B-:S[ AND NC Sf") LESS OUT 0 kfS7 18.00' R~ =~J ~OO' ~~ ~l ;~ (~ ;~ ~ ~ :: ~l~ 9 ~Ol .1 I- ~: ~ '1 g >0-- (fl~ "1 - I~ ~ *~ ~ N, 1 0' ~~ ~ i --'--=- U f'.. ... ~~ J;bl ~I ~ : ~1>> J I- g] ~oi N z..- It) w. ~It) ~~ ~ ~~ 01&J ~ ~~ ~N 2 ~ ~! ~ ::>0 ~CD ~I ~N : \... ~ ~ ........ ~ g SIR,- ~....... I fiR 1/2" LB 5408 .E 'i ISIRO.2 S., 0.1 W., N 01 "02'38-E SiR..../! ~ Y \ FIR 1 /2" LB 5408 "...: ~ \ "'- 0.3 S., 0,1 W, ~ ~ 3 ~~) 12 50' I~ ~ I"~~ ~2~~ ,5<08 '--~~ ~~: ; ~~ g lO I Q "gJ w ....;:;.. ~~ ~ S ~~ ~ z " z "--~ 2: ~~ ~~ ~ m ", ~ ~:- N ~ 8 l~ ~i ~ ~ w ..- 0)7 IX) J (fl CD lD I') ~ .w (I)...J ~ ~ ~ ~] 2 h; ~ oe{ ~ :,,~ ~v ~ '-......J ~ g] I ~~ :: ~~ :ri ~ ........... ...........1 ~ N ci ..... 1 J zo~ ~~-) ;j I ) ( S 01"02'381. .2.69.do' (0)(F) 254,~O' (P) \ NO INTERIOR IMPROVEMENTS SHOWN ~ I m 10 -I W U n::: <( 0.. 2M. 00' (0)(F) ) ~ /' o o o ~IR ....--.., FOUND "X" '1 t: E .;;:; 508.05' 0,7' SOUTH -.!ESTERLY RIGHT-OF-WAY LINE OF U.S. 19 O.R. 6413 PG. 633-637 I O.R. 11352 PG. 2243-2244 ~ 0) oi It) It) O.R. 11864 PG. 2540- 2541 =- . ", - ~ 0) CD Z O.R. 8778 PG. 1757-1759 O.R. 11864 PG. 2503-2504 l FN&O LB 24 LOT 9 LOT 11 PARCEL B /I LESS OUT NORTH 508.00' JL 1 ~ ~~\\ ~ () . ~' ~ v Ii --- 1-=5 JL13 JL14 <( W ~ <( --.J <( Z o I- U o (f) ~ =:) J I- lO Z =5 W lO ~Ol wN (fl~ ~ <( . ...J w0 -") a. ..q =:; >- I- -~ ::::!o I-Ol ::>v '0' .~ ~ . o I') =:f :'--- i9. or ~ CORNER NOT SET DUE TO DE BRIS PILE FI~ 1/2 8:r. i~~ JL15 cb Jllt JL1B ::J -") JL19 JL20 254' (P) '0 lO~ I- (fll- <(0 w NO INTERIOR IMPROVE,.\~NTS, OCCUPATION OR HYDROGRAPHIC FE I\TURES SHOWN PARCEL B-II N 01'02'38"E 528.55' N 00'52' 1 O"E (D) N 01-10'17-E 508.00' (D) ~ o (fl (fl'O wo ...Jui " 1"- - ""'~ W : I') ""'~ " o ....... w ..- r--..w 'i-, ~ v Ol..- I- a:i."- to o N :g;;t ...J N , Ol 0l1X) IX) (fl (fl 7 ~ARCEL lD ...J w U 0::: oe{ n. lO v c" IX) B-/I LESS OUT (fl w Z ~ z CENTERLINE OF WESTERN TOWERS ~ INW. COR ~ ILOT 11 01/29/04 LOT 11 508.02' CALC 508.00' 1 2 1 8 03 DATE 1 NO. REVISED LEGAL DESCRIPTION AND TITLE RE PORT REVISIONS 2 I MISC. RE VISIONS I 02/02/04 N 00'54'23"E (D) N 01'12'28"E CALC I I 3 MISC. RE VISIONS \ 9 JLZl 254' (P) E LAC K BUR N P.B. 24 LOT 11 vL2Z LINE JLl JL2 JL3 JL4 JL5 JL6 JL7 JL8 JL9 JL10 JL11 JL12 JL13 JL14 JL15 JU6 JL17 JL18 JU9 JL20 JL21 JL22 JL23 JL24 JL25 JL26 JL27 JL28 JL29 JL30 JL31 JL32 LA W S ON ) ( JL.6-.3 ~~ ~ = --- 'Nin NI') rr) -.i- IX) IX) 1')1') lO N -l -") " C\j =5 IX) N ...J J ? 1035. 13' (0 )(F) N 00'52'10"E (D) , 1 015.46 (D) I 04/30/04 I 4 :::... ~ : I') .: '" m loOl" v . . ,OlIX) OlNN IX)NN z_ u.s. S 01'02'38"W HIGHWAY 19 N. S 01'02' 38"W BEARING N88'58'25"E S86'08'22"E S82'30'57"E S85'48'21"E N87"30'54"E N87"49'50"E S84'33'16"E S80'56'22"E S70'OO'06"E S35'17'23"E S22'27'14 "E SOO'26'13"W S04'10'54"E S02'34'54"E SOO'31'16"E N8B'37'll"W SOO'15'20"W S01'38'34"W SOO'Ol'56"W SOl '1 0' 42"E S01'03'02"W Sll'38' 39"W S04'51' 45"E S36'26'27"W S86'09'53"W S83'54'33"W N8115'12"W N87"02'47"W S78'43' 30"W S89'09' 30"W N89'39'36"W S85'08'26"W LOT 8 LOT 11 (60' R/W) ) ( S 01 "02'38-. - SOUTH 270' OF NORTH 778' 270.00 AREA OF BLANKET EASEMENT RECORDED IN O.R, BOOK 3008, PAGE 441 ~ ...J -") ~ ~ 1:::1.1 I- .(fl IX)w rr)~ 254' (P) S UBDIVIS ION PG. 62 LINE TABLE LENGTH 23.84' 18.01' 25.62' 36.00' 21.19' 37,74' 30.24' 16.95' 15.80' 29.92' 20.36' 18.71' 47.07' 39.91' 76.57' 0.93' 21.46' 14.84' 61.28' 44.02' 72.18' 24.35' 24.35' 16.83' 58.27' 18.08' 30.64' 29.68' 39.83' 42.34' 22.93' 10.18' 8 ROAD 270.00' PARCEL B-ill LOT 11 270.01' N 01'10'17"E FLORIDA PARCEL B-ill LE SS OUT 270.01' \ UPDATED CORNER DESCRIPTIONS & ADDED JURISDICTIONAL AREAS 7 LOT 11 O.R. 535 PG. 612-613 2289.43' \ ( (o)(F) 236.51' ~ .~ Ol -.i- IX) I') SOUTH 238' OF NORTH 1016' 236.49 (F) AREA OF BLANKET EASEMENT RECORDED IN O.R. BOOK 3008, PAGE 441 B-IV 506.56' 1015.46' (D) I- ::> o (fl (fl W ...J POWER :::... I lDo o I~ ___ lD~ ~ <( n. "r-... Ol a:i N N 1014.64 (F) 1015.46' (D) 1016.05' CALC 238.01' S,R, 55 (200' R/W) W. R/W LINE 256.08' ':.q. o o ~ N O.R. 11098 PG. 2~23-2427 LESS Ol T o ~ N w .--- ( FIR 1/2" LB 3089 S 01"02'38-. 256.94' (o)(F) 6 t: ~ .;;:; -:,.. 0) ~ PARCEL A O.R. 9901 PG. 281-282 lIJ . ", - ~ 0) CD (I) NO INTERIOR IMPROVEMENTS SHOWN -'" r.. ....--.., FCM 4" ) ':.q. o o ~ N - k:" - - Q - Co 0) ~ =- . 0) It) ~ LO 0) CD Z FIR 1/2" l FIR 1/2" 0." N., 0.4' EN '-- N 01'02'38"E 1366.98' \ (o)(F) I P.O.B;~[)) BROKE~ :/ ..- o g I I - -fil r II II U 01 "02'38-E 258.00' in " N I- (fl ~ --- / / '0 lo..- '\ I- (fll- <(0 ,,' ...J / '\ / 258..20'_ _ I ~II 1-0 ...J ~~I z>- ~ ~I APPROXIMA lE LOCA nON z ~ OF FLORIDA POWE R w z EASEMENT, O,R. BOOK ~ i3L 3675, PAGE 64 H,==~< ~II '\~ = II :=J ro ~I v~ ~-.i- IX) ~I I')u i-- II II " r-db- -~ PARCEL A ---- I- ':.tvJ r0W ~~ \~ \ N 01.12'28-E 1349.16' (o)(F) ~ 259.53' SIR 1347.65' .0 506.56 SN&O :::; ~"'- p"'- o ...J ~ PARCEL A DETAIL '0 V LESS OUT A ~ ",;.., o OlO NI') NN ------ , ~, 260.25 (D) 260.32' CALC ISW. CORI ILOT 11 ~ \ LOT 11 U ...J oe{ U ;.., :ril IX) 1')/ " o W N I- <( I- U W oe{ w G I (fl ..- I- W ..- W Z I--w -~- -g-+ g: - I - l(fl ~ Z oe{ ~ ~ ::> lD ~ U <( ...J lD (fl ...J OW LLU ~~ n. z I 00 FI- 1 <( 0 Uw oe{I >(fl 0- z~ ::> LL L :::... '0 o o I') N SECTION 6, TOWNS HIP 29 S., RANGE 16 E., CLE ARW ATE R, DES PINE LLAS COUNTY, CRIPTION FLORIDA PARCEL A (BEING KNOWN AS SUNSET LAKE MOBILE HOME PARK): LOT 6, LESS THE EASTERLY 250 FEE T THEREOF; AND THAT PORTION OF LOT 11, LYING SOUTHERLY OF A WESTERLY EXTENSION OF THE NORTHERLY LINE OF LOT 6, LESS THE EASTERLY 60 FEET THEREOF, AND LESS THE WESTERLY 230 FEET THEREOF; AND LOT 12, LESS THE EASTERLY 60 FEET THEREOF, AND LESS THE WESTERLY 230 FEET THEREOF, AND LESS THAT PORTION LYING SOUTHERLY OF THE FOLLOWING DESCRIBED LINE: FROM THE INTERSECTION OF THE WESTERLY LINE OF LAWSON AVENUE, AND THE NORTHERLY LINE OF STATE ROAD 588, RUN N. 1'02'38" E., 68.1 FEET FOR A P.O.B,; THENCE N. 89'46'13" W., 107.54 FEET: THENCE S. 70'33'26" W., 90.34 FEET; THENCE N. 67'59'30" W., 37.76 FEET: THENCE S. 70'33'26" W., 171.45 FE E T TO THE POINT OF ENDING; AND THAT PORTION OF VACATED BLACKBURN STREET LYING WESTERLY OF THE WEST LINE OF THE EAST 60 FEET OF LOTS 11 AND 12, AND EASTERLY OF THE FLORIDA POWER CORPORATION RIGHT-OF-WAY; ALL IN BLACKBURNS SUBDIVISION, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 24, PAGE 62 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; TOGETHER WITH THAT CERTAIN "ROAD PARCEL", BEING A ROAD RIGHT-OF-WAY LYING WITHIN LOT 12, BLACKBURNS SUBDIVISION, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 24, PAGE 62, PUBLIC RECORDS OF PINELLAS CQUNTY, FLORIDA, DESCRIBED AS FOLLOWS: COMMENCE AT THE INTERSECTION OF THE WESTERLY RIGHT-OF-WAY LINE OF LAWSON AVENUE AND THE NORTHERLY RIGHT- OF-WAY LINE OF STATE ROAD 588: THENCE ALONG THE NORTHERLY RIGHT-OF-WAY LINE OF STATE ROAD 588, S. 70'33'16" W., 90.20 FEET TO THE POINT OF BEGINNING, SAID POINT ALSO BEING THE SOUTHWEST CORNER OF THAT CERTAIN PARCEL CONVEYED TO SANTA MARIA, ET UX BY DEED RECORDED IN OFFICIAL RECORDS BOOK 8139, PAGE 1830, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA: THENCE CONTINUE ALONG THE NORTHERLY RIGHT-OF-WAY LINE OF STATE ROAD 588, S. 70'33'16" W., 31.84 FEET TO THE SOUTHEAST CORNER OF THAT CERTAIN PARCEL CONVEYED TO NIE WIAROWS KI, E T UX BY DE E 0 RE CORDE 0 IN OFFICIAL RE CORDS BOOK 5182, PAGE 958, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA: THENCE N. 00" 08'34" E., ALONG THE EAST BOUNDARY OF SAID NIEWIAROWSKI PARCEL, 106.14 FEET TO THE NORTHEAST CORNER OF SAID PARCEL, ALSO BEING A POINT ON THE SOUTHERLY LINE OF THE PROPERTY CONVEYED BY DEED) RECORDED IN OFFICIAL RECORDS BOOK 3468, PAGE 365, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; THENCE, ALONG SAID SOUTHERLY LINE, N. 70'33'26" E., 9.03 FEET; THENCE, CONTINUING ALONG SAID SOUTHERLY LINE, S. 89'46'13" E., 21.49 FEET TO THE NORTHWEST CORNER OF SAID SANTA MARIA PARCEL; THENCE S. 00'08'34" W., ALONG THE WEST BOUNDARY OF SAID PARCEL, 98.46 FEET TO THE POINT OF BE GINNING. PARCEL B (KNOWN AS TROPICAL BREEZE MOBILE HOME PARK): PARCEL B-1: LOT TEN (10) BLACKBURNS SUBDIVISION, ACCORDING TO THE MAP OR PLAN THEREOF AS RECORDED IN PLAT BOOK 24, PAGE 62, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. PARCEL B-II: THE NORTH 508.0 FE E T OF LOT 11, BLACKBURNS S UBDIVlS ION, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 24, PAGE 62, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, LESS, A TRACT ON THE WEST SIDE DESCRIBED AS FOLLOWS: FROM THE NORTHWEST CORNER OF SAID LOT 11 FOR A POINT OF BEGINNING, RUN PARALLEL TO THE CENTER LINE OF COUNTY ROAD 194, SOUTH 89'46'13" EAST 228.47 FEET: THENCE SOUTH 1 '02'38' WEST 508.0 FEET: THENCE NORTH 89'46'13" WEST 229.92 FEET; THENCE ALONG THE WEST SIDE OF SAID LOT 11, NORTH 1'12'28" EAST 508.0 FEET TO THE POINT OF BEGINNING, AND LESS AND EXCEPT THE EASTERLY 60 FEET OF LOT 11 RESERVED FOR ROAD RIGHT-OF-WAY FOR LAWSON ROAD, RECORDED IN OFFICIAL RECORDS BOOK 535, PAGE 612, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. PARCEL B-III: THE SOUTH 270 FEET OF THE NORTH 778 FEET OF LOT 11, BLACKBURNS SUBDIVISION ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 24, PAGE 62, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, LESS THE EAST 60 FEET THEREOF, FOR ROAD RIGHT-OF-WAY FOR LAWSON ROAD, RE CORDE 0 IN OFFICIAL RE CORDS BOOK 535, PAGE 612, PUBLIC RE CORDS OF PINELLAS COUN TY, FLORIDA, AND ALSO LESS THE WEST 225 FEET THEREOF FOR FLORIDA POWER LINES. PARCEL B-IV: SOUTH 238 FEET OF THE NORTH 1016 FEET OF LOT 11, BLACKBURNS SUBDIVISION, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 24, PAGE 62, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; LESS THE EAST 60 FEET FOR RIGHT-OF-WAY OF LAWSON ROAD, AS RECORDED IN OFFICIAL RECORDS BOOK 535, PAGE 612, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. LESS AND EXCEPT FROM PARCELS B-II, B-1I1 AND B-IV THAT PART DEEDED TO FLORIDA POWER CORPORATION BY DEED RECORDED IN OFFICIAL RECORDS BOOK 1428, PAGE 48, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE WEST BOUNDARY OF LOT 11, BLACKBURNS SUBDIVISION, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 24, PAGE 62, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, NORTH 0'54'23" EAST 260.25 FEET FROM THE SOUTHWEST CORNER OF SAID LOT 11; THENCE NORTH 0'54'23" EAST, ALONG SAID WEST BOUNDARY, 1015.46 FEET TO THE NORTHWEST CORNER OF SAID LOT 11, SAID POINT BEING ON THE SOUTHERLY RIGHT-OF-WAY LINE OF C.R. 194, 33.00 FEET FROM AND AT RIGHT ANGLES TO THE CENTERLINE OF SAID ROAD; THENCE NORTH 89'56'19" EAST, ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE AND ALONG THE NORTH BOUNDARY OF SAID LOT 11, 228.47 FEET TO A POINT THAT IS 175.00 FEET EASTERLY FROM AND AT RIGHT ANGLES TO THE CENTERLINE OF SAID CORPORATION'S THEN EXISTING TRANSMISSION LINE; THENCE SOUTH 0'52'10" WEST, PARALLEL TO SAID CENTERLINE, 1015.46 FEET TO A POINT; THENCE SOUTH 89'56'19" WEST 229.12 FEET TO THE POINT OF BE GINNING. PARCEL B-V; A PORTION OF VACATED COUNTY ROAD NO. 194, VACATION RECORDED IN OFFICIAL RECORDS BOOK 4906, PAGE 903, PUBLIC RE CORDS OF PINE LLAS COUNTY, FLORIDA, LYING IN SE CTION 6, TOWNSHIP 29 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF SECTION 6, TOWNSHIP 29 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA; THENCE NORTH 89'46'13" WEST, A DISTANCE OF 100.00 FEET TO A POINT ON THE WEST RIGHT-OF-WAY LINE OF U.S. HIGHWAY 19, ALSO BEING THE POINT OF BEGINNING; THENCE SOUTH 01'02'38" WEST, ALONG SAID WEST RIGHT-OF-WAY LINE OF U.S. HIGHWAY 19, A DISTANCE OF 33.00 FEET; THENCE NORTH 89'46'13" WEST, ALONG THE NORTH LINE OF BLACKBURNS SUBDIVISION, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 24, PAGE 62, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, A DISTANCE OF 1003.39 FEET; THENCE NORTH 01'02'38" EAST, A DISTANCE OF 33.00 FEET; THENCE SOUTH 89'46'13" EAST, A DISTANCE OF 1003.39 FEET TO THE POINT OF BEGINNING. LESS AND EXCEPT THAT PORTION THEREOF CONVEYED IN OFFICIAL RECORDS BOOK 4921, PAGE 619, PUBLIC RE CORDS OF PINE LLAS COUNTY, FLORIDA, AND DE SCRIBE 0 AS FOLLOWS: COMMENCE AT THE NORTHEAST CORNER OF SECTION 6, TOWNSHIP 29 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA; THENCE NORTH 89'46'13" WEST, A DISTANCE OF 100,00 FEET TO A POINT ON THE WEST RIGHT OF WAY LINE OF U.S. HIGHWAY 19, ALSO BEING THE POINT OF BEGINNING; THENCE SOUTH 01'02"38" ,WEST, ALONG SAID WEST RIGHT OF WAY UNE OF U.S. HIGHWAY 19, A DISTANCE OF 18.00 FEET; THENCE NORTH 89'46'13" WEST, A DISTANCE OF 560.00 FEET; THENCE NORTH 01' 02'38" EAST, A DISTANCE OF 5.50 FEET; THENCE NORTH 89'46'13" WEST, A DISTANCE OF 443.39 FEET; THENCE NORTH 01' 02'38" EAST, A DISTANCE OF 12.50 FEET; THENCE SOUTH 89'46'13" EAST, A DISTANCE OF 1003.39 FEET TO THE POINT OF BEGINNING, ALL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: (SEE SHEET 2 FOR CONTINUATION OF DESCRIPTION) CE RTIFICA TION CERTIFIED TO: GLOBAL FINANCIAL INVESTMENTS, LLC. COMMONWE AL TH LAND TITLE INSURANCE COMPANY JOHNSON, POPE, BOKOR, RUPPEL & BURHI, P.A. LOUANN LOVE, P.A. - ~ >. ..;p ",' e I HEREBY CERTIFY THAT THE SURVEY REPRESENTED HEREON MEETS THE TECHNICAb'~T~'~D~D's'(:&-r FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 61G-17~6,' F~I~ \<, ADMINISTRATIVE CODE, PURSUANT TO SEC~N 472.027 FL~DA STATUTES.,; ':',.. ,r.;//',' '~y"p DA~'~~9~~~VEY ~ ~!; D~~1..(1) :,'~ :':?,f:' (, ""/PROFESSIONAL LAND SURVEYOR N0.4053 _:; " ' PROJE CT: , l !, I C \ SUNSET ROAD & U.S. 19 --- TYPE OF SURVE Y: BOUNDARY, TOPOGRAPHIC AND JURISDICTIONAL PREPARED FOR:GLOBAL FINANCIAL INVE S TME NTS, LLC. POLARIS ~ '? ?~ ASSOCIATES INC. PROFESSIONAL SURVEYING LB 6113 2915 S.R. 590 SUITE 17 CLE ARW ATE R, FLORIDA 33759 (727) 669-0522 DATE 11/19/03 CHE CKE 0 BY: JOD SCALE: 1" = 60' DRAWN BY: JDF JOB NO. 01-3113 SHEE T 1 OF 5 ....--.. ~ ""'-. 0::: o CD '-" z ~ :::) CD ~ U <{ --.J CD Ii ~o ~ 0' w w w ~ I <( (/) ~ > '-" N w Z :J_~_~. I-Wr-O o W -I ~ 0:::1 <( ~ ::::!: (/) Z 0::: ::> CD ~ o <( (/)-1 -I CD OW I.L..O zO::: -<( a... z 00 F~ <(0 Ow <(I >(/) 0- z~ ::> I.L.. 60.00' :i: 0- o .-< ,:...: ~ M g o N -. 0\ co N- ..., :J o >- ~ en 3: "0 .r ~ w ~ o \0 M .-< .-< M --- 0\ 3: "0 --- M .-< .-< M --- Z ~ :I: 60.00' E. LINE, NE 1/4, 6- 29-16 I- W W ~ I- (f) LINE TABLE LINE LENGTH BEARING JL33 22.62' N19'26'34"W JL34 16.92' N66'46'47"W JU5 32.50' N67'41'53"W JU6 20.44' S65'55'21 "W JU7 9.50' N27'01'11 "W JU6 37.69' N1 6'OO'51"E JU9 47.63' N13'40'19"W JL40 16.74' N39'35'21 "E JL41 27.67' N29'50'30"E JL42 40.76' N47'19'26"E JL43 62.76' N05'24'14"W JL44 35.09' N04'06'32"E JL45 16.55' N57'05'06"E JL46 13.76' N16'20'16"E JL47 27.53' N16'20'56"W JL46 34.62' N06'22' 49"E JL49 46.64' --N26'9'17"E JL50 24.62' :'39'37'20"E JL51 13.23' 1t15'42'56"E JL52 16.54' ~01' l' 41"E JL53 13.94' f<t03'07'50"W JL54 16.60' .hl27'56'29"E JL55 17.56' 1II79'4'36"E JL56 33.03' C 56'41'35"E JL57 39.13' ~ 3'46'59"W JL56 27.30' ,: 3'16'29"W JL59 31.1 0' S13'44'16"W JL60 24.59' ~O'24'15"E JL61 44.27' 'so6'46'37"W JL62 64.69' S11'36'06"W JL63 53.93' S05'09'31"W JL64 56.50' S03'9'24"W JL65 36.36' S11'54'54 "E JL66 47.97' S40'47'50"W JL67 26.62' S60'23'07"W JL66 33.92' N51'09'37"E JL69 7.96' N35'43'37"W JL70 13.31' N66'23'13"W JL71 30.25' N06'5'47"W JLn 40.32' N04 '54' 46"E JL73 26.92' N27'42'06"E JL74 41.70' N09'31'39"E JL75 25.11' N30'46'16"W JL76 29.95' N06'46'50"W JL77 40.09' N10'15'25"W B LAC K BUR N P.B. 24 4 5 LOT 12 LAWSON ROAD (60' R/W) N IX) N I IX) N 0 a... I- 0 0 l:ri IX) en I") en ~rT----- I I \. APPROXIMA TE LOCATION OF FLORIDA POWE R EASEMEN~ QR. BOOK 3675, PAGE 64 li II II U ~ EAST 1/4 CORNER OF SECTION 6, TOWNSHIP 29 SOUTH, RANGE 16 EAST Co ~ 0 0 d 2 ci N co I' co I~ \ ~ . . 0 0 N \ N b 0 ~ \ ~ en en IX) IX) \ (/) (/) 3 S UBDIVIS ION PG. 62 \ \ \ \ \ \ \ \ N 01'02' 36"E 1366.98' LOT 3 LOT 12 o CON ~~ (/) ~ O.R. 353 PG. 612-613 <(0 w-I LOT 12 W. R/W LNE 1--- II S 01-02'38-. I APPROXIMA TE LOCATION -----.. I OF FLORIDA POWE R ""--- ~ EASEMENT, O.R. BOOK II 3406. PAGE 227 J (0 )(F) II II II ~~ SIR S 01'02'36"W 66.10' N 01'02'38"E 350.55' APPROXIMA TE LOCATION OF FLORIDA POWER EASEMENT, O.R. BOOK ~ ~ ~675' PAGE 64l ------- II /I II II r-JL- r~ , , ..-0 g ~ L57 ~\ INGRESS EGRESS -l - _ _ _ _ _ _ -.J L O.R. 4264 PG. 676-677 - - -1J - - - LJ ~~~il 14 II -lJ- , , APPROXIMA TE LOCATION OF FLORIDA POWE R EASEMENT, O.R. BOOK 3406, PAGE 227 JL63 JL64 PARCE' V SEWER- TlLlTY EASEME O.R. 4048 PG. 1565 \ O.R. 9901 PG. 261-262 } .-> " ~ ~,~ '0 o Co~ . 't-. I" AREA JURISDICTIONAL ~ _ ~L_ PPROXIMA TE LOCATION : I - - - i OF FLORIDA POWER Y EASEMENT, O.R. BOOK 3675, PAGE 64 NO INTERIO~ 'wPROVEMENTS, OCCUPATION OR HYDROGR-'1PHIC FEATURES SHOWN [f- ~L - - -=-if' APPROXIMA TE LOCATION OF FLORIDA POWE R EASEMENT, O.R. BOOK 3406, PAGE 227 N 01-12'28-E 1349.16' (O)(F) o o ci I") N 1 1 o I") N N ~ ~ ~ (/) 0 W -I ~ POWER TOWE RS O.R. 6623 PG, 1366-1388 , , l0 , '13 0' cP cP JL48 JL43 133.60 colc 133.53' (D) 112.35' SEASONAl HIGH WATER 13 ElEV A liON - 71.21 NORMAl POOl 13 ElEVAlION - 70.86 POINT OF TERMINATION OF LINE 311360S CALE RE V2.DWG JURISDICTIONAL AREA FLORIDA POWER .~ . , --~ \ II II I, , . -I I LOT 12 I ' I , ~' , c- . .,,'""; r ~'.TLOPMENT SER ~- CITY or:: CL; I\\,WATER W CO I ~ Z o I.L.. F o 0 >- W 0::: (/) <( I.L.. ~ 0 ::> V g, >- ~ -II(/) 0::: <( W W I I ~ ~ ::> 0::: o 0 (/) z 33,01' LINE L1 L2 U L4 L5 L6 L7 L8 L9 L10 L 11 L12 L13 L14 --!z 30 LINE TABLE BE ARING N 89'46'13"W S 00'08' 34"W S 70'33'16"W N 00'06'34"E S 70'33'26"W N 6T59'30"W S 70'33'26"W S 01'02'36"W N 89'46'13"W N 69'46'13"W S 89'46'13"E S 70'33'16"W N 69'46'13"W S 70'33'26"W 60 I DISTANCE 66.05' 98.46' 31.64' 106.14' 81.31' 37.76' 171.65' 5.50' 60.01' 0.91' 100.01' 122.04' 21.49' 9.03' I ~ (~ NI F.D.O.T. = FLORrJA DEPAR1IIfNT (F 1RANSPCl?TA~ S./?D. = STA1f RCMD DfPARlWENT O.R, = (H/aAL RECORD 8O(J( P.LS. = PROfESSK>>IAL /.AND SURVE Yrl? l.BI = UCENSED BUSINESS NlNBER O/A = OVERALL D/IIENSION P.O.c. = paNT (F COfIlIENCElIENT p.o.a = POINT (F BEQNNING f = CEN1fRUNE /?jr = RIGIT-(F-'AY HEY. = HEVA~ FIR 0 = FOOND /R(JoI ROO F1P 0 = FOOND IRCII P/Pf SIR 0 = SET 1/2. IRCII ROO ~ CAP LB.I611J FCII c = FOOND caKRf 1f ItIONUlIE NT SNaDo = SET NAIL AND BRASS DISK LBI611J FN.tD 0 = FOUND NAIl. AND DISK (p) = BEARlNGjDtSTANCE PER PlAT (0) = BEARlNGjDtSTANCE PER DEED DESa?lP~ (F) = BEARlNGjDtSTANCE PER FlEW IEASUREIIENT (C) = BEARJNCjDtSTANCE PER CAl..cuu.~ ASPHALT = I I 04/30/04 02/02/04 12-18-03 DATE 3 2 NO. UPDATED CORNER DESCRIPTIONS & ADDED JURIS DICTIONAL ARE A ADDED METES AND BOUNDS ADDED EASEMENT REVISED LEGAL DESCRIPTION AND TITLE RE PORT REVISIONS SECTION 6, TOWNSHIP 29 S., RANGE 16 E., CLE ARW ATE R, PINE LLAS COUNTY, FLORIDA A PORTION OF LOTS 10, 11 AND 12 AND THE VACATE D BLACKBURN S TRE E T, ALL OF BLACK BURNS SUBDIVISION AS RECORDED IN PLAT BOOK 24, PAGE 62 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, LYING IN SECTION 6, TOWNSHIP 29 SOUTH, RANGE 16 EAST AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMME NCE AT THE E AS T 1/4 CORNE R OF SAID SECTION 6; THE NCE ALONG THE SOU THE RL Y BOUNDARY OF THE NORTHEAST 1/4 OF SAID SECTION 6, S.89'50'20"W., 120.07 FEET; THENCE ALONG THE SOUTHERLY EXTENSION OF THE WESTERLY RIGHT-OF-WAY LINE OF LAWSON ROAD, N,01'02'36"E., 350.55 FEET TO THE POINT OF BEGINNING; THENCE N.89'46'13"W., 66.05 FEET; THENCE S.00'06'34"W., 96.46 FEET; THENCE S.70'33'16"W., 31.64 FEET; THENCE N.00'06'34"E., 106.14 FEET; THENCE S.70'33'26"W., 61.31 FEET; THENCE N.6T59'30"W" 37.76 FEET; THENCE S.70'33'26"W., 171.65 FEET; THENCE ALONG THE EASTERLY LINE OF A FLORIDA POWER PARCEL, N.01'12'28"E., 1,349.16 FEET; THENCE N.69'46'13"W., 0.91 FEET; THENCE CONTINUE ALONG SAID EASTERLY LINE, N.onO'17"E., 1,035.13 FEET; THENCE ALONG A LINE 12.50 FEET SOUTH OF AND PARALLEL WITH THE NORTHERLY BOUNDARY OF SAID SECTION 6, S.89'46'13"E., 443.18 FEET; THENCE S.01'02'38"W., 5.50 FEET; THENCE ALONG A LINE 18.00 FEET SOUTH OF AND PARALLEL WITH SAID NORTHERLY BOUNDARY OF SECTION 6, S.69'46'13"E., 559.97 FEET; THENCE ALONG THE WESTERLY RIGHT-OF-WAY LINE OF U.S. HIGHWAY 19 NORTH (STATE ROAD NUMBER 55), S.01'02'36"W., 269.00 FEET; THENCE ALONG THE SOUTHERLY LINE OF LOT 10 OF SAID BLACKBURN SUBDIVISION N.69'46'13"W., 559.97 FEET; THENCE ALONG THE EASTERLY LINE OF SAID LOT 10 , N.01'02'38"E., 254.00 FEET; THENCE N.69'46'13"W., 60.01 FEET; THENCE ALONG THE WESTERLY RIGHT-OF-WAY LINE OF LAWSON ROAD, S.01'02'36"W., 2,269.43 FEET TO THE POINT OF BEGINNING. CONTAINING 24.2115 ACRES, MORE OR LESS. TOGE THE R WITH: LOT 6, BLACKBURN'S SUBDIVISION AS RECORDED IN PLAT BOOK 24, PAGE 62 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, LESS THE EASTERLY 250.00 FEET THEREOF AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE EAST 1/4 CORNER OF SECTION 6, TOWNSHIP 29 SOUTH, RANGE 16 EAST; THENCE ALONG THE SOUTHERLY BOUNDARY OF THE NORTHEAST 1/4 OF SAID SECTION 6, S.69'50'20"W., 660.06 FEET; THENCE N,01'02'38"E., 1,366.96 FEET TO THE SOUTHWEST CORNER OF SAID LOT 6 AND THE POINT OF BEGINNING; THENCE CONTINUE ALONG SAID LINE, N.01'02'38"E., 258.00 FEET; THENCE S.89'46'13"E., 309.94 FEET; THENCE S.01'02'38"W., 256.94 FEET; THENCE N.69'57'59"W., 309.96 FEET TO THE POINT OF BE GINNING. CONTAINING 1.6316 ACRES, MORE OR LESS. NOTES 1. FIELD BEARINGS SHOWN ARE BASED ON EAST BOUNDARY OF NE 1/4 OF 6-29-16 AS LINE BEING S 01'02'36"W. 2. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 3. NO EXCAVATION WAS PERFORMED TO VERIFY THE LOCATION OR EXISTENCE OF ANY UNDERGROUND UTILITIES, ENCROACHMENTS, IMPROVEMENTS, STRUCTURES OR FOUNDATIONS. UNDERGROUND UTILITY LINE LOCATIONS (IF SHOWN HEREON) ARE BASED UPON UTILITY PROVIDER ATLASES AND VISIBLE FACILITY EVIDENCE. THIS UTILITY LOCATION METHODOLOGY MEETS THE REQUIREMENTS OF A QUALITY LEVEL C AS DEFINED BY THE FE DE RAL HIGHWAY ADMINIS TRA TlON. UTILIZING THIS ME THOD IT IS NOT UNUSUAL TO FIND THAT 15 TO 30 PERCENT OF THE UNDERGROUND UTILITIES ARE EITHER OMITTED OR ARE PLOTTED TWO FEET OR MORE IN ERROR. 4, RE-USE OF THIS SURVEY FOR PURPOSES OTHER THAN WHICH IT WAS INTENDED, WITHOUT WRITTEN VERIFICATION, WILL BE AT THE RE-USERS SOLE RISK AND WITHOUT LIABILITY TO THE SURVEYOR. NOTHING HEREIN SHALL BE CONSTRUED TO GIVE ANY RIGHTS OR BENEFITS TO ANYONE OTHER THAN THOSE CERTIFIED TO. 5. ALL FOUND POINTS ARE UNMARKED UNLESS OTHERWISE NOTED. 6. THIS SURVEY IS NOT INTENDED TO SHOW THE LOCATION OR EXISTENCE OF ANY JURISDICTIONAL, HAZARDOUS OR ENVIRONMENTALLY SENSITlVE AREAS. 7. THE SITE APPEARS TO BE IN FLOOD ZONE X, ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY, FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NUMBER 125096 0010 D, DATED AUGUST 19, 1991 AND IN FLOOD ZONE X, COMMUNITY PANEL NUMBER 125139 0126 D, DATED MAY 6, 1996. POLARIS ASSOCIATES, INC. AND THE SIGNING SURVEYOR HEREON ASSUMES NO LIABILITY FOR THE ACCURACY OF THIS DETERMINATION. THE AUTHOR OF THE MAP, THE FEDERAL EMERGENCY MANAGEMENT AGENCY, OR THE LOCAL GOVERNMENTAL AGENCY HAVING JURISDICTION OVER SUCH MATTERS SHOULD BE CONTACTED PRIOR TO ANY JUDGMENTS BEING MADE FROM THIS INFORMATION. THE ABOVE REFERENCED MAP STATES IN THE NOTES TO THE USER THAT "THIS MAP IS FOR INSURANCE PURPOSES ONLy" . 6. ANY ZONING INFORMATION SHOWN OR NOTED HEREON IS BASED ON INFORMATION AVAILABLE DURING THE PREPARATION OF THE SURVEY. THIS INFORMATION SHOULD BE VERIFIED WITH THE GOVERNING AUTHORITY PRIOR TO ANY DETERMINATIONS OR DESIGN. 9. UNLESS OTHERWISE INDICATED, THE PROPERTY DESCRIPTION AND EASEMENTS SHOWN WERE FURNISHED TO POLARIS ASSOCIATES, INC. AND ARE PRESUMED TO BE CORRECT. NO SEARCH OF ANY PUBLIC RECORDS, FOR EASEMENTS, DEEDS, ETC., WAS PERFORMED BY THIS FIRM FOR THE COMPLE TlON OF THIS S URVE Y. 10. DESCRIPTIONS AND EASEMENTS SHOWN HEREON WERE TAKEN FROM A COMMONWEALTH LAND TITLE INSUANCE COMPANY COMMITMENT FOR TITLE INSURANCE, ORDER NUMBER 41177066CA, EFFECTIVE DATE: JULY 3rd, 2003 AT 6:00 A.M., ISSUED BY JOHNSON, POPE BOKOR, URP?ELL & BURNS, P.A. THE SURVEY ADDRESSES THE FOLLOWING ITMES IN SCHEDULE B-2 THEREOF AS FOLLOWS: ITEMS 1 THROUGH 5 - NOT MATTERS OF SURVEY ITEM 6 - BLANKET EASEMENT IN FAVOR OF FLORIDA POWER CORPORATION, CONTAINED IN INSTRUMENT RECORDED FEBRUARY 5, 1969, IN O.R. BOOK 3008, PAGE 441, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. AREA OF BLANKET EASEMENT SHOWN. ITEM 7 - EASEMENT IN FAVOR OF FLORIDA POWER CORPORATION, CONTAINED IN INSTRUMENT RECORDED IN O.R. BOOK 3406, PAGE 227, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. DOCUMENT IS NOT LEGIBLE, APPROXIMATE LOCATION SHOWN HEREON. ITEM 6 - EASEMENT IN FAVOR OF FLORIDA POWER CORPORATION, CONTAINED IN INSTRUMENT RECORDED DECEMBER 3, 1971, IN O.R. BOOK 3675, PAGE 64, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. APPROXIMATE AREAS SHOWN. ITEM 9 - BLANKET EASEMENT IN FAVOR OF FLORIDA POWER CORPORATION, CONTAINED IN INSTRUMENT RECORDED OCTOBER 4, 1972, IN O.R. BOOK 3692, PAGE 231, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. APPROXIMATE AREAS SHOWN. ITEM 10- EASEMENT IN FAVOR OF FARM STORES, INC., CONTAINED IN INSTRUMENT RECORDED FEBRUARY 28, 1975, IN O.R. BOOK 4264, PAGE 676, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. (SHOWN HEREON) ITEM 11 - EASEMENT IN FAVOR OF PINELLAS COUNTY, CONTAINED IN INSTRUMENT RECORDED AUGUST 30, 1979, IN O.R. BOOK 4905, PAGE 1296, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. (SHOWN HEREON) ITEMS 12 THROUGH 18 - NOT MATTERS OF SURVEY ITEM 19 - SITE IS SUBJECT TO AGREEMENT RECORDED IN O.R. BOOK 10216, PAGE 221. (NOT SHOWN) ITEM 20 - EASEMENT IN FAVOR OF PINELLAS COUNTY, CONTAINED IN INSTRUMENT RECORDED AUGUS T 30, 1979, IN O.R. BOOK 4905, PAGE 1299, PUBLIC RE CORDS OF PINE LLAS COUNTY, FLORIDA. (SHOWN HEREON) ITEM 21- EASEMENT IN FAVOR OF PINELLAS COUNTY, CONTAINED IN INSTRUMENT RECORDED JULY 24, 1979, IN O.R. BOOK 4905, PAGE 1294, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. (SHOWN HEREON) PROJE CT: SUNSET ROAD & U.S. 19 TYPE OF SURVEY: BOUNDARY, TOPOGRAPHIC AND JURISDICTIONAL PRE PARE D FOR: GLOBAL FINANCIAL INVESTMENTS, llC. POLARIS ASSOCIATES INC. PROFESSIONAL SURVEYING LB 6113 2915 S.R. 590 SUITE 17 CLE ARW ATE R, FLORIDA 33759 (727) 669-0522 Ir----=----=----=----=-- PARPfL A PPROXIMA TE LOCATION OF FLORIDA POWER II EASEMEN~ QR. BOOK _ _ ~PAGE 227 I ~~~-:L ~-=-~~ II LOT 12l ~ DATE 11/19/03 CHE CKE D BY: JOD SCALE: 1" = 60' DRAWN BY: JDF JOB NO. 01-3113 SHEET 2 OF 5 +M.2 1 h7 86- 1s.7 .J...!. <}., "'U<I<V -AA'" ;mfY.1rf I ~ .~ -~ : INV, = ,01 SECTION 6, TOWNSHIP CLE ARW ATE R, 29 S., RAINGE 16 E., PINE LLAS COU NTY FLORIDA tls:2 ~.4 . ,..I.U.8. 17.4 3"CAJ- IUB 0 '8"" 11'.0 P.P. ) ,~ J181+ ~ I ( '85.8"~ +-\ ~ 85.-4 I \.Cll"';~ ,. t ',,'5_______ 6' _wJod fence _ ~~5~ ~/ 1/ //7777 // /~... .... 1/ ONE STORY / .... .' . ..' .. . '.' 8~ ~ Irn7 BLOCK . .. . . .: . : ' : ~ / / / / / / / / / / / / / '.: ...... . .... . . .:. . 6. . : . L:l - --<<>-..L. '""'liDT86;r-' . '.: .' . +EDGE If" 'A~ Ilr.l "1f.!*' ," :'5'" . . . "'.'.~: ' 80.~ 85.53" ~.' '. . : 85.~ l ." .. ..~. ..l.... . f 4 .. 80.9 85. " - AIU .~~~ Infl V ""''"IT "'I" JI I . ~ 1S2K I I I "<: --....f;...,0' .............. <qJ - . <qJ g' IU II .~~~~ ........87-----../';u \ PP. 7 ~. IIP.6!k 1,.."15. :t."ft \./ 6'_ wood fence ...86:.7 ",W.8. ,..4.5.5. ~' P.P. .---IH' ~ ...86.4 .!'5.6. .... W.8. /'0 fj'A rs--S"TT. ~ ~5~ <u P.P. .dU.8._, ",," ..r. ". ~Or J ~ '85.9 -~ +83.2 t~. u. ~O?u. -~..Q 87.53 67.~ g. "1II:P. '" - P.~~ .8:--'- K/.2 " +82. 83.0 nK-... 82.~ - r- M.4 II' IK.U- ..... / ' I -a3 82.6 C12 - - - - - ~ .J.Q.e-2f.. sloRe , a2 . 81.3 81.2 -. 81.3 +82.5 / ~ 11"f.2 L ____ .(1 ~EADWALL ~o + +rlri'~ If" A1tR .. 81.1 (!) II. . ~ '87.6 ~ I Tence 0.1' OFF 10. ~ - LP... ~ '\ ~' /" - ~4' 5. i> I '88.2 I II v....J. 8.~8.33 ( ~ ~ r~65 .H4 e .~. ...~~ - -'---- ""' lit ~3~. ~M 47 1a.431 ~ 0 23 88.58 ",il8.31 II.P. ..-- II~ 11 <) '86.6 ~.5 CD 5.4. <) 85.t o ... Cll gNu. I~' .u. I' ~g / /LP... 10. ~ a. + a. LIJ.. 11. ~ BE NCHMARK NAIL IN ASPHALT ELE V. = 85.71 5. (!) ~/ /~.5 ~81 40 \ I \ \ t". I I I lr-- r~ K/.JlI............ T ../' 17.38 detail 117 &,1 61.Oti 17.12 K/.14 <.. 86.65 ' ~ 1Ill8.'i '86.M ~~ ~ .....86.85 86.n/ ~ l6.86 86.81 lIlU.) '86.39 86.41 ~ IJ:l.rl 85.80+ 85.67 85.42 85. ~1. ~O. 85.92 85.n "" 1 011 (Jl 8.'i.43 85. 85.64 44 g. + 11 + 85.54 85.37 4. ~ 4.5. liP. tIlL.... 5. 8 ..,. liP:..' p.l llll.l~.P.; 4.5. NO MOBILE HOME S, ~4.4.4. CONCRE TE SLABS OR ~ <) FENCES SHOWN 10. 6.5. . 12. ~ 7" (!) a. ~ 85.39 85.1885. ~85. P.P. ~ K/ +..,,IV.~ baI:j.... .... r, v. :-Il ~1114 o 40 I hT3 9+ 5. ~ 85.39 20 I I SCALE: 1"=40' 1a.7 19A I 88J rsa.83 3 L~ ';:. . ~~ 0 8&8J . 22 ~ 10 ~ .;/ I E C ~~ ~74 88.l ~ _c ". lD _ L \.. 88.11. ~ ~.5 ~ 9 "> ~821a. lle ~ fence 5.4 ! 1!9~N' r~ I 8 ~ J88.1 ~ LP... 141 irJ ba.83 10. ~ .~. ./ 03 II.P.~ 6.9 5.7"8":', ....." __ lI.e._ 6. A:. C.LP. ,. """....- '<(f "V '86.7 ~ P.P. J llli.5 #/.P~ 4. -'~ P.P. 4. ~ ~O. 5. ~T <) \ <) 5 NO MOBILE HOME S. ACONCRETE SLABS OR FENCES SHOWN ~. 86. U,08 10. ~~~ ~~ + 1I/.:JO 87.05 K/;0 1ID.4Z tl7.55 17.33 tl7.26 ~.42 K/.48 ...... '.7 K/,15 R'7 n 117.21 86.2B. ~,.::.:-. I r-::I:!~_.-:Jl,~ .' L...:......4 ~........;;...~.~ I ;J v::~~ I~E~~~DwA.s~%" " 88.0 1/~~i5 / ElL v.;: Sf.!,J.1 . o 4. I t;~ ../'" ~ "~ '\ ' .' 5.7" 5 IF~~~ ~~, .\ . / /~~;;:/ I)i~ ~.~ ~ ~, 4.~' wood......... 6.6.7" b... .-6f>; ~~ .. ,~,'\ ~ ~,... <) fence ~ tri ~ . AA'i1o ~'IAt._ ~ \ .Ji8.[' chain link fencfi-B8.: i! ~~.P. J ~ '-4' mason~ lI.~ed _0 I I wall 68.29 ~r '85.5 9.12. (!) 15 a.: u p:. co ~ planter 11. + II,P.... ~ \. ~It wooa T c .12 ~ K/.1 Hj j~ II.P. 85.40 85.38 85.46 85.30 85.13 85.59 ~U RO; .,.85.1 10. 85.~ + .lI6.5 l7Q :.1:: j I \ '84.1 ~ ONE STORY MASONRY .a.a. I 'board FINISHED flOOR ~ te&;:r ... ~\rrfJri,\ + ELEV. = 86.86 \ - ~~ K .P. @1I.~ ~ ">- f'\ ./ ~c~~nk fence t S. :::::s-LJ~....., 17 M P.P, . "" I ~ ./ /~y~~~~ ~7\ fe~c ') ,,-. . ~"' ::..." '" o AS~~Y . 8~49 &.." ~M 011 . 87.31 Q) Cll gNu. t'Ii)Z Q) ,u. Cllc:i61 \ _00 n - -t 1/ /' t 1 ~ 10. + a. 10. + . 85.37 85.20 M.9184. 01 84.J'" 84. 00 1 -- 7:'. .~ [nl/ / .Oli. . fJl .31 +M.3 +M.9 Ln '84.7 84.91 84.64 ~~~"J'~' ....:~... .' . t n-' 1 l~Ala e,ll~ 1d::1J::' ~ . . '11/.1. ,. " 5.1 \.~~ station ~,6 L ~ p,p: 6.6.7. <) ( \ 15.2 .'lI1 011 1. '85.3.~'9f 1 -.j ~ it 10" I . 191. ra f l!r I I" k.&i'mlo I 8.8 ~8 ..~"It".\' · ,v,~ ...............~ : ~~ = ~ I~ ~~ 85.34 I ~ ~ ~ ~ .~~, 1R'l;A ~ anltary '-...... p,~~Z l I ~ ',_00 II.P Ii. : ' 6. 'v I ft station ~', __ ~. . CLA r- V 37 ~.. E l/I-~ 4'31'-~]O ~ "" . 7. LP. If. ~v: 'VL' P; ''t. '. ''',. :' '. /." t I :'\.... 1.....64 II . .5 . 1a. P.'1IIIIIn' .~ . '. .I.. "'../. 1 .J ~ ':i ~ ill'" : '.J. : X.' '.1 ~62 I. .,,:1:. (of. I~~ ~~~ 9. panel 1 -g ~ II! .'. / ".'~, .' 81.~ . 1h2- ~T1~ ts5:T '" ~ 1Ie.~16 ~~ ~ re.,.~ L,.-':', .; .>J.. 82.: o. ~ ~ Ii: 81.0 3, ~ t .. . ~ llIl. K ~ Q .. I1IlI m U = AQ '" 1 \ ~ ~ I l! ~ ~ ~ I ~ II J 1,./ ~.:! m ~ 1111 I I 19. ~ ~ ~ ~ ~I 11'" i 1-1 ,r.v.4188. 7"'i 2 d ^'M. 7 I. ~f, 81.t /l43'8s.2;' t' J J. .4 '~ iHJJ- I 5. 5. ~ ~: V" 1 a9,2 rn~ I :\ ~.A: oOA ~ . I Jr 1 . I / LP. I,lllI." I 119.2 I I P.P. 2~ I 011 a IV.B. .11 lIll- I ~ I 7.7.6. + <) 119.2;-""- I (,j I.ti :1 ~ I'" I ~. I) :' ~l-1 ~ wood fence M/~g I I ~.. Y el~~~ ~f'o tiJj (B1"t:::.~J(J,AAV I i ~'a>7~~c ; ~o [ ~'J J. '.'0)":' I P. IS ~~1 88.11 12. 7" '<(f P.l'-. 16 L---- "8 ,2 19.27 ~ 17.J' ~ ~ "'r k' <e I ~ =1iii ~~' b.. ~~~ ~~: I' ~ ~~'J ~ U - ~ ,S ... r' 9 ----- .- I' ~ R7 6 . ,g .S ~a.12 88.9 0 .S.... ,g 38 8920 ~ ~~. I IS. 0 1 88.57 1a.68 aa90 'W~'~ r- 1119.23- tls.36 Ln ~)88.30 lllI.03 89.01 q,q "Q.2f~ ~~oo 1a.46 ~"ON II.Nlpt. 88.71 1a.75 ~ 119 is _ . _____ 88.88:l 19 19.31 '1' 9.: ~.68 LP:, ~en ~rx. 119,38 ~ 'IAsl,79 . 16 ~ IS. ~.19"'4O I. !Il ~ i9.116 ~7"4. OFF "".. .... 6.7" ~ F.H,... ~.v... I :." ~ '.. ~ ~ ~.~ ~ 22" _ -rI ~ 119 IU/ (!) ~I~ 17. t 12" ~ ___ . II.P. .... ~88.4 P.iel \~ ~ II.P~ iJ - ~ I DIU no v _ AG v; {lJ~I C /. ..., P. l~m~~~Ui 6.r;."[IJ ~ {3 V' ~ 1lI11 mv - RAW C4r '".q, 1 ~Xlil! r I ~ (\ ~. 11. 7. + ~ 10. + a. + 5. . <)~ 10. + I I I l 82.71 81.31 ~r.;lIO 17.93 03 LP...+' It? ~44 ~~l "\.. ___Ql'RO; G7 ~. ( 1a.o 7" 4. ~ 5.5.~ [!) ~~6.6. <( t') O. ...J.Z COZ " ({)OC?, L Cll~O ~.6 1.2 POND / ~ ~ t b:fua \ ~ ,/ /' ~1.4 - /.... Cll t ~. g-~u. ,1/ gloz ~c:i~ 11'-.2 c:i detail If" lER - 81.2 BENCHMARK NOTE: ELEVATIONS SHOWN HEREON ARE BASED ON DEPARTMENT OF TRANSPORTATION BENCHMARK 15-95-A-109A HA~NG AN ELEVATION OF 87.08 AND DEPARTMENT OF TRANSPORTATION BE NCHMARK 15-88-A-11 0 HAVING AN E LE VA TION OF 88.20 NORTH AME RICAN VE RTICAL DATUM OF 1988. f.l' wood fence (A) DE NOTE S W ATE R LINE A TLAS INFORMATION PROVIDE D BY THE CITY OF CLE ARW ATE R PUBLIC WORKS ADMINIS TRA TION, MAP 254B (AA) DENOTES WATER LINE ATLAS INFORMATION PROVIDED BY PINELLAS COUNTY UTILITIES ENGINEERING DEPARTMENT ALL WATER LINES SHOWN HEREON ARE BY SAID ATLASES, NO ~ELD EXCAVATION WAS PERFORMED. 3 v o ~ , ~ '\ ""'......... ~ metal 15.16. +8 2,,< ,~~ o/' 3.8' E _ -8~helter r=.i(-~ 8J.2"'-.{o" ~&~ WE ST' 8 13. w- -83 5 7 2 ~ "". l5.34 _ ~~f7l 181,4 ~---~ r_____ ~~~.~/ ~82. I 81y / L*U ~ ......... '_'I / 1"'l;~'O C9~ ~~'85.33 \ ::U + 1(,.. ___ ~~ R..J ,Il'i7oCl \ 83.8 II 81.9 M.7 r<f g 84.3 ".' ./ 9. M.4 +86.1 ~ ~ + '''6 +83.3 I :;81.4 83.9 +85.6 j' E 84.~" 'Y 'maso "WQIk'.. I , ,..4 - 84.51.... . ~ . '\ 1J.!..2 c' . ..' . ". -..Jl1. .- . . 82.7 83.5 0'. L .... ~ ~ M o AU 81.8 LEGEND OF SYMBOLS AND ABBRE VIA TlONS - -A: ---./ 5-s-:: '86.7 / iTI'~ ;i~ K/,20 '11>::.0 c; ~ 'C ~ g M .... .... M -- 0\ ~ '0 -- M .... .... M -- z ? I ~. u.~ 47 '85.4 85.1 '85.5 7v. G IV.II. ~ = UNOERGROOND CAll.E TELE'rfS/~ IIARKER Iv.8. . = CN1t.E TELEVISION UTnJTY 90X P.P." = POfER PaE Al = O'tfRHEAD LINES c.p,,, = cat8lNATION PaE (POrER/PHONE/CAll.E IV.) LP... = LIGHT PaE C.LP." = CVIIBINA TION I: LIGHT PaE G.P." = WY PaE #/.P." = IETER PaE E- = WY rlRf ~ = ELECTRIC unuTY 90X (1RANSFORfIER) of.Pl. = UNlJERGROOND POrER PAJNT IIARK :e: = ELECTRICAL OOM T IllI = ELEC1RIC UTnJTY 90X @ = ELEC1RIC lifTER ):{ = DECORA n'tf LIGHT i = APPROXIIATE LOCATION UNDERGROUND POrER LlNES @ = 1D117rllING rELL CiI> = UTl/JTY IIANHaE I!I = PfDESTRJAN CROSSING S~ IS.B, IllI = TRAFFIC SIGNAL UTl/JTY 90X IS.P, ~ = TRAFFIC SIGNAL PaE S TORJI CIX?B N.E 15 ~ ~ ..A. c::::::::::J ~ [g = IrllTERfD END SEcnm' c!] = FURfD END SECTION . = GRATE INLET @ = STORJI SErER PIPE I: IIANHaE @= SANITARY SErER PIPE, 1IANHa.E, aEANOOT I: VAL'tf R.C.P. = RfINFCl?CED ca<<MTE PIPE C.IIP. = ~TED IIfTAL PIPE p,v.c. = POCY VlNl1 alLORtDE D./.P. = 1JUC1II.E IRON PIPf v.c.P. = VlTRlFED ClAY PIPE !;II 0 = APPROXlIIA TE LOCA n~ Of UNDERGROOND U.G.L GAS LINE JIm GAS VAL'tf. GAS lifTER I: GAS I.JNE rARNING SIGN .J'" = BURIED GAS ~E PAJNT IIARK IS. ... = TRAFFIC SIGN IZI = IIAII.BOX W:!.O_T r;;.:--........ .85 ~ 7"a.a. .~ ~. ~p 17. t'L T IIA ra:., t:52 '.00 I '" . W.8. 0 " u",.\",' ;. ...J' ...'..-...:J :, I ..----~ II I ')' " . : I , . Ii 12. &) = 12- OAK TREE 12. @ = 12- WILLOW TREE 12. ~ = 12- MULBERRY TREE 12. ~ = 12- PALM TREE 12. ~ = 12- CHINESE TALLOW TREE 12. <# = 12- MAGNOLIA TREE 12. <) = 12- CITRUS TREE 12. <@> = 12- EUCAL YPTVS TREE 12. . = 12- EAR TREE 12. ~ = 12- PINE TREE 12. ~ = 12- CEDAR 12. <J = 12- TALLOW TREE 12" ~ = 12- MAPLE TREE 12. ~ = 12- SA Y TREE 12. ~ = 12- OTHER SPECIES 12. ~ = 12- CYPRESS TREE 12. ~ = 12- PECAN TREE 12. @ = 12- BOmE BRUSH TREE 12. @= 12- CAMPHOR TREE 12. @= 12- CHINABERRY TREE 12" ~ = 12- PERSIMMON TREE )( 11. of. = UNDERGROUND TELEPHCM PAJNT IIARK U.III, 0- = APPROXJIIATE LOCAn~ Of UNDERGROUND TELEPHClE CAll.E JIm TELEPHClE U11UTY BOX UNDERGROUND TELEPHONE CABLE rARNING IIARKER IP. .. = TELEPHONE PaE F.o.tL t = UNOE RGROUND FlBE R Cl'nc UN[ r ARNING IIARKE R :;0= UNDERGROOND FlBER Cl'OC UN[ PAINT IIARK W----lIiI--= APPROX1IIATE LOCATION Of UNDERGROUND rATER rL LINE JIm FJlf HIDRANT, rA TER VAL'tf I: IIf TER of. = rATER LINE PAWT IIARK RWL rill = APPROXIIATE LOCATION Of UNDERGROUND RfUSE rATER )rIL LINE, RfUSE rATER VAL'tf I: lifTER * = RfUSE rATER LINE PAINT IIARK )( = 6' mAIN UN/( IHKE UNLESS 01HERrISE NOTED . = PARKIIG POST Cl? 8CllARD ~ = ffiCPANE TANK ca-K:. C=:II = ca<<MTE ASPH I I = ASPHAL T F.D.O.I = Fl.ORIDA DEPAR1lIENT Of TRANSPORTATION S.R,D. = STATE ROAD DEPARTllENT D.R. = cmaAL RfCORD BOa< P.LS. = PROf[SS~AL WI) SUR'tfYm lJJI = ua:NSED BUSINESS NlMJER O/A = O'tfRAlL DIIENS~ P.O.c. = PCNNT Of CCMlENCEIlENT P.O.8. = paNT Of BfGlNNING f = CENTERllNE Rjr = RIGHT-Of-rAY ELEV. - ELEVA7ION FIR 0 = FOOND fRa.I ROO F7P 0 = FOOND fRa.I PIPE SIR 0 = SET 1/2. /R(Io/ ROO I: CAP L8.I611J FCII D= FOOI-lJ caK:RETE IDMIENT SNMJo = SET NAIL AND BRASS /1SK LBI611J FNIID .. = FOOND NAIL AND DISK (P) = EEARING/DISTANCE PfR PLAT (0) = EEARtNG/DISTANCE PfR DEED DESCRIPTION (F) = BE ARJNG/DIS TANCE PfR FIELD IIf ASURf IIf NT (C) = BEARJNG/DISTANCE PfR CALCULATION TYPICAL SPOT ELEVA7IONS (IF SHOrN) TOP Of CURB ELEV. 96 65 Fl.0f/JI'E Of CIX?B ELEV. 96:15 EDGE Of PA'tfIlENT ELEV. 96.1~ EDGE Of PA'tfIENT ELEV. 96, 8~ GROOND ELEV. 95.2 EDGE r: f{'tf~f'fJv. 96.~ GROUNO ELEV. 95.2t- ~ . 96.1-",+ )( O.H.L AJ ... F.~1I IV: ... TREE LEGEND R r v.... +83.7 82.6 ~m .65"0 .~ - II.P. AI" '" 12 "87,6 "<1'" NO tOBILE HOMES,~~ "" CONCRETE SLABS OR FENCES SHOWN +~ ~ 86.50 \ 8T.~ r '86.15 17.68 \ 1Ill48 K/.85 '/ ;; .'/ / c~ 7"7"a. ~ +M.o t:~ it ~ \ i i II) CD 4.5. <) 7" ~ 4. <) ~ 0.. ~.50 .84.55 4. ....~5. ~.. ~ ~.~ ______ - 85.3:1 84.85 ____ ____ '84.55 ............... ~ --"'>0 l5.02 M.81 ~ 8.'i.:W ------~:.> 10. / 11I.1 19.15t19~~ +: ~.42 a. 1 119.2 ._~~ fen~ ~~95 I ON "I 1a.92 I ... _ ~ 67 v~Cj I: : + .b t 5. J :=:~ ~.s I P. -&~O. ~ ~ r<t I A Ii' NackflOlf { " ;; ~ ~ ft2;t19~:t~, 57':::::/'00 MATCH LINE SEE SHEET 4 -A '85.5 .... '" " ':': M ;; o N -. 0\ -. 00 ....- ..... ~ o >- ~ 1,.---- 'iP '/ ~~ S.C.O.~ fL= SANITARY LINE PAINT IIARK 'PJI. 86.7 PP,'::~ ~'T.U.B. 0 15. (!) u. II J 1- l~__~__ . PU..~"',,r:r; p, r "VFLOPMENT C:f=R'Jln:c: 8. " rll~ 1__ __~ITY Of' Cl_f,\HWATER , POLARIS ASSOCIATES INC. ~~:fcS1~ 590 PROFESSIONAL SURVEYING LB16113 CLEARWATER, FLORIDA 33759 (727) 669-0522 PREPARED FOR: PROJECT: TYPE OF S URVE Y: JOB NO. 01-3113 DRAWN alECKED JDF JOD JOD 2 02/02/04 ADDEO EASEMENT DAlE: a.c. ANCLOTE ENGINE E RING SUNSET ROAD & U.S. 19 BOUNDARY & TOPOGRAPHIC SURVEY I 01/29/04 MISe. REVISIONS 08-16-03 SHT, 3 5 NO, DAlE REVISIONS APP'D BY SCALE : 1. = 40' OF :::E Cl.. N '2 00 ':': M ~ o N -. '" -. 00 N- .... => o >- ~ cil ~ u 2 ~ M ..... ..... M -- C> ~ U -- M ..... ..... M -- z ?- I DRAWN CHE()(ED Q,C. I 40 I L~ r~ 20 0 I I SCALE: 1"=40' JDF JOD JOD ~ ~r ------ NO MOBILE HOME S, ------CONCRETE SLABS OR FENCES SHOWN I g" ~ ~ 40 I o:l..)J ~:6. t" ~i" ~ .aJ ~:IJ 1~ ..., .... 00 ~ / 15 ~ ~ ~ V 15.2 85.3+ 4 14 + 19" ,';;J~ WB ~'.15. ". ~P''''-- (j) ~ ~ ~ (j) NO MOBILE HOME S, CONCRETE SLABS OR FENCES SHOWN . -' P.P.~ . 18" O~ 85.41 85.30 ls.3 :f- ~ 85.20 t ~~1 85.~ i4,1l 4 ~ 85.~ ;; ~;: 15"11~ T.V.B. ~~ -------t-~~&-- W.B. 0 APPROXIMATE LOCA TlON / T.U.~ ~ (B. E~:E~LEO~~AO~~WBEOROK I I 3675, PAGE 64 I I I I I I I I ~~ :: I I LP,. ) I ,~13 e~~lV ~~/ ~85-'4 ~;;, /,' ~ ( 4' ( /' J 'fIT rciJi> I ( ~" ~"5~_ _ V):U~r=V8l:~R' ~ 1 : k~7:: I fw1lv.= =~k{~2 _ / i ; ~ APPROXIMA TE LOCA TlON : I 1 " I OF FLORIDA POWE R /'~ I EASEMENT, O.R. BOOK I I I I 3675, PAGE 64 14.60i4~~11 ~, +86.6 ~T.U.B. tl5,5 L . . - - -.- - - - - - - -g"'- T.U.B. T.U.B. ---I --- --~I I I I 4", I I 4"5@ @ I I I I 0' ~ I I I '" I , ~ ~ I ~= - - II ~,. ~.~" ~ I I \ -L __I! b.~ 41 >- ~2"1 16.4 1 ~ g T.r'~ T.U.8. I T.q,;P I I I , I v 1 1 1l.iI:1V ,., "WiJT ....."" 8"9"8" i> 10" (j) :f- T.S,.... tl5.9 ls.4 10f.i 85. 7:p' O"n r8": 18 12"7" (j) + 5"7" (j) W.B. ~w.B. T. B. ~ T. v.t!u.8. , T.U.B ",..,T.U B ~V.B. "'.. . . . '0,6' off 1 .E / i4.5 ~. (5 ~ ~, ~K 2,+ 85.4- CI) u c: .E 1 u o o ~ ~l " r.U.11 7" T.U.B T. v.8. .- - 1\ + C@- -, 1 -II I , I I I I I 1 I I b.J8 iliit ~ l_--J--- LfnT-'-- I I I I I II "--' I _---I [_--\ ..J 4" @ 6"4"4" ~ ~~~ .... 3.9 M.O I '---'" ~" I i\ I II APPROXIMATE LOCA TlON I OF FLORIDA POWER I I EASEMENT, O,R. BOOK ~~I 3675, PAGE 64 , 15.4 - - - - - _T. ta T.U.a - - - - - r- ~~T.U.8. e:: I I 01 ~ . I en en ~ m/zl O~I~I IenO ~ 8"9"~" ':j J Bil ~ FIFV - R.k ~ ~ tJenl ~~1~~:;;~1~~~~~1 I~ ~8~1 12.63 I , pol1 I I I 82.49 ~. i4,3 I ~ f' ~I : : I I I I ~"6" '1 ~ [@- I l I I N I I I I II~I I, I I I I II .11~ 6" A:"- /' .-' - - - --f:U. w.l 8 4" (j) it5 /' J .26" (j) ..... /' '1U. r. I I 6"6"4" r 'fJ I 1<) I I I I : !YV\' ~'Ni ( i4,o tiU.f T.v.8. _ J 8 T.U.a ~.86'U" D Q... T.U.'1l N I V: = i4,o \s.0 A 1 " PPROXIMA TE LOCA TlON 17 OF FLORIDA POWER EASEMENT, O.R. BOO 3675, PAGE \T.U.1 Cl S.-':U.l ~ fb-.f 18" (j) ~~ 7"9"11" T.U.8. 0 1.6 (j) --......... ~ 0" v-e\ 6" <) ft" 4" POLARIS ASSOCIATES INC. ~~:fES1~' 590 PROFESSIONAL SURVEYING LB16113 CLEARWATER, FLORIDA 33759 (727) 669-0522 ~ ...11 5~ .4" 10" (j) "CHINESE PALM IU.8. 0 o 6" T.. <) 4" <) 4"5" . 15" . ~ 6'.>. 11\17 "\17 ~08 j (j) ~72 ls.10 ( 1 " + 6" . 4 84.911 k.86 i4.~ PREPARED FOR: 10" + ~ ~ ) SEE SHEET 3 I P.P, I) I I I I T.S.... ......., fen~~lll~. ~~ I o 4' 88. ~ llIis ON /~ 'tf' .:~ is~' t! .1 .78 I I I I MATCH LINE \ i\ ~ " ./ 6" CI) u c CI) - fence 03' i9.10 ON T.. ~ .2Y W'. ....~ 75 IlUIlI u o o ~ p. 10 6" ~ I> CI) 20 u ~ c: CI) - k3 ~P,P'-" "" ~ c: LP. .P ~ /" ~ ~V . ~ "-J 4 I. ~~ ~ L T.S. ~ I ~i'o' 88.~ V ON tls.78 /Ill: 35 - ~~4" ...., T.S. '\ - - -"- l .... 11&80 I , I I I , ~4 I I _not f~und per CitY. of 110 clearwater atlas LP. 67 rJJ.CI ~.~ RlII ELEV. = 89,85 ,~ II'IlV. = llil.ll ~~oI.~I!1", = !l:l,O~ , I I I I I I I I I I T.S. 1.0; ~n" F.H. ....-1) "r ~, \ '-. ~ !?~~nd, c1earwd'ter atlas m.3 97 ~1~ II t 8 /92 88.1 ~ 41 \~ 188...... tis. 73 ~ 11 tls.67 ,88.26 1788.35 . \ 88.6 ~ .cr. DO tls.6 !" 3"P,V,C, 8l~ r.v. r.v. 86.08 LP. llll.43 \ t!e.07 .86.45 ( .77 T Bl'sS / 87.92 I 1,8 50 I I I I I ~~ , tls.6 I ~T.~~T I tls.4 l8.68 tIs.~ 88. k7 . ,V.B, , T.V.B. I I I I I IltU FIFV - RRQ/l '~tlN'Q,v.= = ~ ....-18.R.C.pj .P.P. co ..... 8 0 '1\ ,-J\ e:: .0 en en ~CDz O~~ :r:en~ ':jt:!en CDwen Oe::w ~uu zz OOw ZUlJ... APP XLA TE LOCA TlO OF ~RIDA POWER EASE NT, O.R. BOOK 36 ~ PAGE 64 "- I i9s. ~ 1~' ~ - - - r.ttB.~.8 -- --<fl I I I 5:r I ~1"1 , l ~r 6:~6 .~, 6" I T.v.a . ~U. I 1\ 45. rss,4 P.P.. '-r.IIATF FIFV = R7n? t I iLlIJl~ 'ks,'24IlO,J~ ~~h i I ,I 86 ~ 85.7 ~.8 \ i4.8 I \ \ I \ ~ 1 16.55161~ ~ 116.43 86.0 6 (j)1 0" ~65 1/ h~ \1:'"" r --.,~;;:;. r~r; ft~ ~ 16.2.!- +86.31 ,~ 85.85 r .P. _______.m' , \'6"P,V'?-- \s.9 1+1 I5.J2 ~5 I ~.O ~ 15.26 6 r~12 I \ 1>- ~l~ .\ MATCH LINE SEE SHEET 5 8 PROJECT: ANCLOTE ENGINE E RING SUNSE T ROAD & U.S. is.67 6" JIll.8t /,\'. ""nnn fAn,.... ~H ~7" "'$':, [. "\.~;;" T.v. '\.. (Sl ~ ~R" - tls.5 LP.w lRl.:lZ tls.24 88.62 tls.6 (Sl 4"4"6" (j)4"5"8" 16" ~ lRl.65 88.43 tis. 1 3 tis. 1 0 88.20 88.37 26 m.J4 88.2J /1 5" 16~ 88.39 ~ LP. .A lB-J8 ~86 ) ,~ CO V::: . \~~ . 88.12 ~.,.~ -a7-!'V.-' ~ ~7,1 lRl.24 tls.5J 88.29 ~, 19 - ,0 g'.h ""'8~78~.8l.i ~ T.S.~'.JZ !V1.Al.95 /IIl1 / "- 1lll.11 tls.JJ lIlI.lrJ 4R" is.4 88.n tls.28 88.69 1\'6" _ __ ~4" 4" ~ 4"5"5" ~ 4"10" 18"~ ~ ~8" 27" ~ ..JI8.5 ~ "" 16' P.r. tls.2 lRl.42 tls.55 6 7" detail ~ I CI) U. lJ... CVlJ... ~.Ec:iO~/ t - is,5 ....r.....__ llll:llli 89.0 ~-:n'- tls.56 ./IIl1lO .... V.a" 4"6"7" ~4"6"6" 8" ~ 12" ~ 5" ~ 4"6" <) 4" ~ is.4 8"9" (j) 19" ~ 4"5" ~ 4"6" ~ 4" 4"5" ~ ~~ 6' 8~ l. 4"6"6" ~ 19" ~ I- .: .< ~'\,:llrJ,lllI ~.,c..,,,.,, ~~:::~ ~~.@li . ~~ F:~:"~~4 1lll.J9 Illl.~ ~A) ',DR,,'I -.' " tlt8 t~ ",' ~ r.-," "88.54 8ll.5J tls.72 88.48 - . .!!! ~ III.Ii4 ;;1 88.74.. 88.aJ 88.aJ .it 88,4 ~ -~)83 s.~ 88.42 " '\ tls.41 88.2fi/ ~O Q" \ --, n" ~ 'V JR141 .J(~) ~ 1s.2& + g" tis. 1 is.5 " ,..,-,~."\. \ \ 1 \ c L,-','t-'- , ", 'r. " I \ 'l"\'" I I . .' -1 I ~ - : \ I -- I i I i ! "" ~--)/ Il.,. ____--.-J , l__---- -- --- PU\i,. S i_ t \ .:1 ~ ': ~ ~ I ," ' -- _"0 .---- ,,, lIR2U TREE LEGEND 18" + ~d:tail g- mlJ... / ~~ c:i~ / t - !.en~e 0,4 OFF - l'~k.' . . . r H3"R.C.P.'. . ~ IU.JU 12" ~ = 12- OAK TREE 12" @ = 12- WILLOW TREE 12" ~ = 12- MULBERRY TREE 12" ~ = 12- PALM TREE 12' ~ = 12- CHINESE TALLOW TREE 12" () = 12- MAGNOUA TREE 12" <) = 12' CITRUS TREE 12" ~ = 12- EUCAL YPTUS TREE 12" . = 12- EAR TREE 12" . = 12- PINE TREE 12" ~ = 12- CEDAR 12" <J = 12- TALLOW TREE 12" ~ = 12- MAPLE TREE 12" ~ = 12- BAY TREE 12" ~ = 12- OTHER SPECIES 12" ~ = 12- CYPRESS TREE 12" ~ = 12- PECAN TREE 12" @= 12- BOmE BRUSH TREE 12" @ = 12- CAMPHOR TREE 12" @= 12- CHINABERRY TREE 12" ~ = 12- PERSIMMON TREE TYPE OF SURVEY: (Sl m.70 l= 89.5 \ I I8l.M 89.42 g ~~= CI) - f' I J I~ ~ wv =RfiOQ J It. rill 5"10 ~ <)89 ~ . ~~ _v. 5"4"5 <);J (:r~ 6110.01 5 /! 6"7"8" / ~ / detail - '. fence 1.0' .2YF ~ ~~ 89. " ;>OIi lIlf.64 ffiJ.77 \ .f-P. -" 7ii9:111 89.73\ J.P. "- ~~ 8Il.3O~ ~ .....:A ;~ I~ 88.5988.78 ~ 88.61 88.51 88.43 + ~1I HEV = 88.75 .U I~ lIR 43 '\:70 88.~i T<; .... ~~rJJj ~Vg" l65' +10" o.H.L [ -A ~3 s.c.o.l8I fL= SANITARY LINE PAINT IIARK ~ 2 BOUNDARY & TOPOGRAPHIC SURVEY NO, SECTION 6, TOWNSHIP 29 CLE ARW ATE R, LEGEND OF SYMBOLS G T. V.II. ~ = UNDERGROUND CABlE 1fLn's/C>>/ IIARKER T. v.8. . = CABLE 1fLE V1SK>>I unuTY BOX P.P.. = POrER PaE ,II = OVERHfAD LINES c.P.. = COIt/8/NATION PaE (POrER/PHONE/CABlE T.v.) LP.. = UGHT PaE CLP.. = COItIBINA1/CIoI .t UGHT PaE GP.. = WY PaE lLP. . = ItIE1fR PaE E-- = WY rlRE ~ = ELEC1RIC U1//JTY BOX (1RANSFCRItIER) of.PL = UNDERGROUND POfER PAINT IIARK :0: = E LE C1R1CAL 001l.E T IllI = ELEC1RIC unuTY BOX @ = ELEC1RIC IIE1fR )::{ = DECfRAnVE LIGHT r = APPROXIItIA1f LOCATION UNDERGROUND POfER UNES @ = IKWITOONG rELL ell = U1//JTY ItIANHaE l!J = PEDESTRIAN CROSSING SIGN T.S,B. 181 = TRAFFIC SIGNAl. U7IlTY BOX T.SP, . = TRAFFIC SIGNAL PaE S TaN CURB /HLE 15 ~~~ ~ rn = 1111fRED END ~ CO = I1ARfD END SECTION . = GRA1f INLET @ = STaN SErER PIPE .t IIANHOLE @= SANTARY SErER PIPE, 1mHlE, a.EAHOOT.t VALVE R.C.P. = RE/foIF(gfD CX>>KM1f PIPE C.II.P. = CXRf?lJGA1fD IETAL PIPE P. v.c. = Pa.Y VlNlt. atLCRtDE D.lP. = OUC1lLE IRCloI PIPE v.c.P. = V1TRJF1ED etA Y PIPE 1m! 0 = APPROXlMA1f L0CA1/CIoI (F UNDERGROUND U.G.L 00 UHf rlTH GAS VALVE, 00 IlE1fR .t GAS LINE rARNING SIGN :f- = BURIED GAS LINE PAINT IIARK T.S..... = TRAFFIC SIGN Ill! = IIAlBOX APPROX ATE LOCA TlON OF FLO A POWER , EASEMEN~ QR. BOOK I 3675. PA 64 I -_\ 85.74 \ p.P. 78 7,5 .... "-,, ~_ - - ,,-, - - ~::- -'0' .c.. - - - - - - - ~a:aiI ~" ), "lnT FIFV _ ~~am, 8~'~ II ~:R:!: ~" 1 /\ .-5-: ~ I \ : I '; I \ '& II -~ \ I , " T.U.B. ~ ~ T.~ INV -11 R"\~ ~l ~ 15'R.C.P. s nd ba 0 ri rap~, 6 i7~ "g1 ~ I ~. ,v. _ II8.Z\. .... 18.17 18.~ . \ I' . !lI.1'+..j88, t~ ~ INV - 'Q~' "}.,.-- ~J16.Z II Sl ""~ ~ = !l:l.~ \~~5iJ,P r-... not ~und 4 ~ per ItY. of 6/.44 tls.37I" r,lea water "'- 55 . " tltlm Cll " 88.24 I 8i~;:t:c-i;';;Q'" -- - ;- //~~ .99 '-7\~~/ ~ NC'HMAh'K lI.91 ~~ ~~ I~~~ .~, .." II/Ii NAIL IN ASPHALT 1/ . I' 5 ELEV. = 88.39 ( / I \,." l\ aJ.Jj lL 8 .' .90'1&02 is, 2 f~"" r .'. \j S _, RANGE PINE LLAS aOUNTY, 16 E_, FLORIDA AND ABBRE VIA TlONS R., v..... 11. of. = UNDERGROUND 1fLEPHONE PAINT IIARK U. T.II. 0- = APPROXlMA 1f LOCA nC>>/ (F UNDERGROUND 1fLEf'HCloJE CABlE rlTH 1fLEPHC>>/E unuTY BOX UNDERGROUND 1f LE PHCloIE CABlE rARNING IIARKER T.P. . = 1fLEPHONE PaE F.a/l. t = UNDERGROUND FIBER OPnc LINE WARNING IIARKER fD= UNDERGROUND ABER OPnc LINE PAINT IIARK W---IIIlI--= APPROXIIA1f LOCATION (F UNDERGROUND WA1fR '"- 1M rlTH M HYDRANT. rA1fR VALVE .t ItIE1fR of. = rA 1f R UNE PAI'4T lIAR/( RWL IlN = APPROXJlA1f L0CA1/CIoI (F UNDERGROUND REUSE WA1fR firL LINE, REUSE rA 1fR VALVE .t lIE 1fR 1:: = REUSE rA 1fR LiNE PAINT IIARK i( = 6' (}lAIN UN/( FENCE UNLESS OTHERWISE N01fD . = PARKlNG POS T ~ Ba.LARD ~ = PROPANE TANK (mc. E::::=:II = CXM:RE1f ASPH I I = ASPHALT F.D.O. T. = Fl.CRtDA DEPARTltlfNT (F TRANSFa?TA TION S.R.D. = STA1f ROAD DEPARTllENT OR. = cmctAL REClRD BOa( P.LS. = Pf?Cl'ESSK>>IAL LAND SURVEYrJ? LBI = UCENSED BUSINESS NUltl8ER 0/1. = OVERALL DllENSK>>I P.o.c. = PaNT (F CXJIMENCEIENT p.o.a = PC>>IT (F BEGHING f = CEN1fRUNE Rjr = RlGHT-(F-rAY ELEV. = ELEVATION FIR 0 = FOOND IRON ROO AP 0 = FOONO IRON PIPE SIR 0 = SET 1/2" IRON ROO .t CAP L8.1611J FOI c = FOOM) CXM:RE1f ItKHJItlENT SNlDo = SET NAIL AND BRASS OtSK LBl611J FNIiJ 0 = FOOM) NAIL AND OtSK (P) = BEARlNGj(1STANCE PER PLAT (0) = BEARlNGj(1STANCE PER DEED DESCRtPnC>>/ (F) = BEARlNGjD/STANCE PER FIELD IIEASUREIIENT (c) = BE ARlNGjD/S TANCE PER CALCULA TION m'ICAL. SPOT ELEVATIONS (IF SHOrN) TOP (F aJR8 ELEV. 96 65 Fl.OILINE (F CURB ELEV. 96:15 EDGE (F PAVEIlENT ELEV. 96.1~ EDGE (F PAVEItlENT ELEV. 96. 8'>t- GROOND ELEV. 95.2 EDGE ~ f{VE~f'fJv. 96,68 GROOND mv. 95.2t> . 96.1~ ..J.J. T.U.8. 0- T F.~ r V. .... [ 02/02/04 ADDED EASElolENT ~ 00 / 11\ I 83.8' ~" 11J.57 \s.J2..L!~ _ _ _ APPROXIMATE LOCATlON ~.2:_ OF FLORIDA POWE R "..-t ~ v EASEMENT, O.R. BOOK II "'-.... 3675, PAGE 64 --J. ,.. I~ \\ I \ ~ I <r,. I ~I\ ; \ DATE REVISIONS >' )( JOB NO. 01-3113 DATE: 08-16-03 4 SHT. APP'D BY SCALE : 5 1" = 40' OF ~ a.. 'T Ln eX) ~ M ~ o N -. C1\ -. <X) ~ :J o >- ~ cii ~ u 2 o f- M ..... ..... M --- 01 ~ U --- M ..... ..... M --- Z ~ :r DRAWN CHE CKE D Q.C. L~ r~ 40 I 20 0 I I SCALE: 1"=40' JDF JOD JOD \T.V~ T.P. JT.;8. "'m.8 ~7 5"7"15" 9,0 (i) 40 I ~ 5" (# T.U.8. i!.8 -;6,Su.7 -;3.2 0" 71.9+ ~ ~4:.> ~ 70.2 + ~~ ---I J ~, I /~.' ~~~ 5" g"g" ~ (i) 6"10" (i) g" ~ I I f< I .7 / 74,0 18" ~/ ~4.48 10"7 4.40 4,29 14" 7"~ [ 0.9 13"~ ~ 13" c: O"~ ,g 4-81 12" o.<f ~ .8 I ~ -I q/ vto'j'3 hll 3.66 .., / ~?,o/I / ""l'j / '3.13 ,31 .?--'~ 1"",_ 1."1" " (vu.8 7 8" ~j ~B\ 4 15".\ 1 8" '"~ 7 g" 13~1O" ia ' " 14"11 ~\ ~ P2-46 " ~ 1211~'1.0 POND II" ~ # POL.ARIS ASSOCIATES INC. ~~:fcS1~ 590 PROFESSIONAL SURVEYING LB16113 CLEARWATER, FLORIDA 33759 (727) 669-0522 PREPARED FOR: 10" '. r,s;"W' is' 12" ~ ANCLOTE ENGINE E RING MA TCH LINE I \~ ~~ I \ f38 ~ _ _.J ~ ....L1J.lxb P. " ,'.8, J..... 17" , 1.1 I I I " ,7 ~ I I I i"~ 1 f" -\ 25" ~ -tlo.r - - - - - ---4:.9,,9 V.8. I 34 76.34 --- / SEE SHEET 4 II \ ~ I I~ ~ .:L. 114.19 I .!: ~1 "~ .!: ....84.3 84.3 e \~ 0 ~.09 1K.57 ~ '" '5 ~f.\ io _ , d~ P.P. 7" P.P....,. I ~ J 83. 2........... ~. iii ~llIo).81 RIll FIFV _ IBR.~ -I-"":" ~ !NX, = ~~~ 83.811: ,- I i3.71 N INV, = 72.50 '.f ... l!i.1. 83.68 183.4C!...d. - &i~~: ~ 83.fX> f ~ 8, . 'ej Ij~, .PS3 I , '~ .I I. 827 I I 8 ~. '= .'\ " 80,' \ p.P .... " Q) 11 vi ":I! /1\ 81 ~. ,,39I2.!O I~ 171 1.1 >- I.s~ ~ "4" d "W':\ ~I I I I ~ .R1l1nFV -R700 ~ I~~: ~ R~ E INV, - 7~:~~ E INV. = 73.38 ...not f9Und .... per CitY. of I clearwater 1.01 ll~ ~~:I:' ~k a.:as I backfloll{ 1 ~I (p t~ ~ :, f.. J:::;~ f.V.... ~ I n .~ATr FIFV - A/ns 80.9 'I; 18 _ ~~ 1 ~'8. ~Lgj.\LE.r.~379,26 I -4 i ~~';'~61 ~' 82.19 I . :l I ~I ~ \ ~ r-r-. .!i - 'l..~ ~ -! 11I.14 I c.: I 8O.~f1 i t~l ~ ,~ ~o~ ~f i-. .. ~ . 0-.. tn~ l '! ~ i3.71 dNV z lL. ~ lq )us 5" 6/'9.75 I ~ ,...' \ / 791 : P{ 1\ I r I ~ t I +81.97 IrI 82.25 _...81.87 Q.! wall U,8. ~ ~ ,event;;; , .. .H. detail / ~ "\. <l=1> ~ ~ 5" lliI~ ct:::I> lliI ~ 6" lliIrI <l<l-f lliI .-p.P. ~ --------- ~ --- ~ PROJECT: SUNSE T ROAD & U.S. 19 --------- ------ ------ ------ \ I'" \ , ): c__ i...-. f ,_____ , r"'~ \ I ,: UI : , I '.," I L ----- -------.-J pu\~~r'(lr ~I--; ,'J. r '-'~'T! ('~)r,.: ., ~ s: h CITY Uf- (. 'J ,\ .,-- r '1 - -- ---- ---- - - ---- - -- I I ..I, jl TYPE OF SURVEY: BOUNDARY & TOPOGRAPHIC S URVE Y -A ~ s.C.O'18I .fL= SANITARY LINE PAINT /lARK Tv. 2 02/D2/04 NO. o.H.L DAlE i SECTION 6, TOWNSHIP CLE ARW ATE R, 29 S., RANGE PINE LLAS COUNTY, 16 E., FLORIDA TREE LEGEND 12" ~ = 12" OAK TREE 12" @ = 12- WILLOW TREE 12" ~ = 12- MULBERRY TREE 12" ~ = 12- PALM TREE 12" ~ = 12- CHINESE TALLOW TREE 12" <# = 12" MAGNOLIA TREE 12" <) = 12" CITRUS TREE 12" <%> = 12" fUCAL YPTUS TREE 12" . = 12" EAR TREE 12" ~ = 12" PINE TREE 12" .. = 12" CEDAR 12" <J = 12" TALLOW TREE 12" <if = 12" MAPLE TREE 12" ~ = 12" BAY TREE 12" ~ = 12" OrnER SPECIES 12" ~ = 12" CYPRESS TREE 12" ~ = 12" PECAN TREE 12" /$ = 12" BOrnE BRUSH TREE 12" @ = 12- CAMPHOR TREE 12" @= 12- CHINABfRRY TREE 12" <S> = 12- PERSIMMON TREE LEGEND OF SYMBOLS AND ABBREVIATIONS G T.v./I. ~ = UNDERGROUND CABLE IHEVlSIC>>I/lARKER T.v.8. . = CABLE 1fLEVlSION U1/U1Y BOX P.P.. = POfER p(H ," = OVERHEAD LINES c.P. . = catBtNA1IC>>I p(H (POfER/PHONE/CABLE T.v.) LP.. = UGHT p(H C.LP,. = COIBNA 1ICJ.I It UGHT p(H G.P.. = GUY p(H II.P.. = IlE1fR p(H E--- = GUY f1Rf ~ = ELEC1RtC U1/U1Y BOX (1RANSFanlER) of. PI. = UNDERGROOND POfER PAINT lIAR/( :0: - E LE C1RtCAL DUlLE T IllI = ELEC1RtC UnU1Y BOX @ = ELEC1RtC ItIE1fR ):{ = DE ca?A nVE UGHT i = APPROXIJIA 1f LOCA 1ICJ.I UNDERGROUND PO'IER LINES @ = ~/TORto/G fEll @ = U1lI1Y IIN*KH l!J = PfDESTRlAN CROSSING SIGN T.S.8. IllI = 1RAFFIC SIGNAL U1I.I1Y BOX T.SP." = 1RAFFIe SIGNAL p(H S TCBI aJRB INLE 15 ~~~ ~ [g = II/1fRfD END ~ c(J = Fl.ARED END SEC1ICJ.I . = r1?A 1f INI.E T @ = STCBI SEfER PIPf It IIANHaE @= SANITARY SEfER PIPf, 1ItWKlE, MAHOUT It VALVE R.C.P. = RfINFCX?CED ~1f PlPf c./I.P. = ca?RUGA1fD IrIETAL PIPf P. v.c. = pa. Y V1Nlt at.OODE D.lP. = DUC1It.E IRC>>I PIPf V.c.P. = VITRIfIED CLAY PIPf 1m! 0 = APPROXIIIA1f L0CA1ICJ.I OF UNDERGROUND U.G.L GAS LINE flTH GAS VALVE, GAS IlE1fR It GAS LH fARNING SIGN ~ = 8UR/fD GAS LlNE PAINT /lARK T.S."W' = 1RAFF1C SIGN IZI = MAILBOX T.U.8.0_T ," F.~ .v. ... i ADDED EASEMENT REVISIONS R f v..... 7L of. = utaRQ?OUND 1fLE PIK>>IE PAINT lIAR/( U.T.1I.0_= APPROXllJA1f L0CA1ION OF UNDERGROUND 1fLEPHCM: CABLE f/TH 1fLEPHCl-IE U1/U1Y BOX UNDERGROUND 1fLEP/KloIf CABLE fARNING IlARKER T.P. . = 1fLEPHCIIf p(H F.OJI. t = UMJERGROUNO F18fR Cl'OC LINE fARNING /lARKER :fD= UNOERr1?OUND FfER Cl'OC UNE PAINT /lARK W----fJi}----= APPROXJlA1f L0CA1ICJ.I OF UNDERQ?OUND fA1fR fI. UNE flTH FJlf HYDRANT. fA1fR VALVE It IlE1fR of. = fA1fR LINE PAINT /lARK RWL _____= APPROXIIA1f L0CA1ICJ.I OF UNDERGROUND RfUSE fA1fR fifl. UHE, RfUSE fA1fR VALVE It ItIE1fR * = REUSE fA1fR UHf PAINT /lARK )( = 6' OIAIN UN/( FfNCE UNLESS OTHERflSE N01fD . = PARKlNG POS T (R Ba.LARO ~ = PRCl'ANE TANK C()fc. ~ = ~1f ASPH [.., ., ----1 = ASPHALT F.D.O, T. = F1.ORIOA DEPAR1lIENT OF TRANSPa?TA 1ION S.R.D. = STA1f ROAD DEPAR1lIENT O.R, - a:F1CJAL Rfca?D BOa( PolS. = fflCHSSIONAL LAND SURVEYOR LBI = UCENSED BUSINESS NUllBER O/A = OVERALL DlENSION P.o.c. = PONT OF cnIlt1ENCEIlENT P.O.8. = PONT OF BEQNN/NG f = CEN1fRUNE R/f = RlGHT-OF-fAY ELEV. = ELEVA1ICJ.I FIR 0 = FOUND IRC>>I ROO FIP 0 = FOUND /RC>>I PIPf SIR 0 = SET 1/2" IRC>>I ROO It CAP L8.I611J F(J/ 0 = FOUND cxwa?f 1f lKJNUIIENT SNlDo = SET NAlL AND BRASS DISK f.BI611J FNIt/J 0 = FOUND NAN. AND DISK (P) = BEARING/fjSTANCE PfR PLAT (D) = BEARING/fjSTANCE PfR DEED DESCRlP1IC>>I (F) = BEAR1NG/fjSTANCE PfR FIELD /lEASURfIlENT (c) = BEAR1NG/fjSTANCE PfR CALCULAnC>>l TYPICAL SPOT ELEVATIONS (F SHOrN) 1rP OF CURB fLEV. 96 65 DGE FI.OfLlNf OF CURB ELEV. 96: 5 f (F PAVEMENT ELEV. 96.1~ EDGE OF PAVEMENT ELEV. 96.18~ GROUND fLEV. 95.2 fDGE ~ f{VE~f'fJv. 96.68 GROUND mv. 95.2t. ~ . 96.1~ )( )( JOB NO. 01-3113 DAlE: 08-16-03 SHT. 5 APP'O BY SCALE: I" = 40' ~ 5 .' <...... :;, #' h~ ~(~:l: ,:>>~A~~~'~ ~~~Wl' ~ %4 yl *-'r~' ~ '" ~Q) Q.- o..c oS .... Ii ~ > me( u, .." ," J~ ., :-...f ': :-,;::--';k\ :/"'l- .', ~ ~<<'~,> ,'11; , W. J{'.f~~~>~;\~ " , ,x,' /. ;- .~ ~)( :q1~~~; ;,~{~:;E}:;' ) ",: ~ .~,;. " '. -....';;"-"}", .. ' ~) , ,,' :~,l<. ,'':- .... :;:.. ~ 4' , ,\<' ''\ ' kF ~ytK~ ~.; / '; ':'~ )' ;i' } , $.':1/ :;~ ",~~< " 'A! frt:". . Rtf, ,."''*'^R ~~"",1: \, ,~ ,$' l~< .~ \ , "~;.. 'Y'1"/.' , 1ft'!!! 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I'll..,' \ r' SECTION 6, TOWNSHIP 29 SOUTH, RANGE 16 EAST [L~@~[L [Q)~~~~~[p)1J~(Q)~ SEE SHEET 2A [p)~(Q)[F~~~~(Q)~~[L 1J~~~ CIVIL ENGINEERS/PLANNERS: A VID ENGINEERING, INC, 2300 CURLEW ROAD; SUITE 100 PALM HARBOR, FLORIDA 34683 PHONE: (727) 789-9500 GEOTECHNICAL ENGINEERS: PSI - Professional Service Industries 5801 Benjamin Center Drive, Suite 112 Tampa, FI 33634-5206 (813)886-1075 SURVEYORS: POLARIS ASSOCIATES 2915 SR 590 SUITE 17 CLEARWA TER, FLORIDA 33759 PHONE: (727) 669-0522 TRAFFIC ENGINEERS: AVID ENGINEERING, INC. 2300 CURLEW ROAD; SUITE 100 PALM HARBOR, rL.-ORIDA 34683 PHONE: (727) 789-9500 LANDSCAPE ARCHITECT: AVID ENGINEERING, INC, 2300 CURLEY, ROAD; SUI TE 1 or; PALM HARBOR, FLORIOA 34683 PHONE: (727) 789-9500 (UJ1J~[L~1JW ~(Q)~[p) ~~~~~ GAS: CLEARWATER GAS COMPANY P.O, BOX 4748 CLEARWATER, FL 33758-4748 PHONE: (727) 562-4750 KELLY O'BRIEN POWER: FLORIDA POWER CORP. P. O. BOX 1699 CLEARWATER, FL 33757-1699 PHONE: (727) 562-5660 FAX: (727) 562-5753 JERRY CONRAD, CW14 TELEPHONE: VERIZON 1280 E. CLEVELAND ST. CLEARWA TER, FL 33755 PHONE: (727) 562-1132 MICHAEL CLARK WA TER / SEWER: CITY OF CLEARWATER PUBLIC WORKS DEPT. 100 S, MYRTLE AVE. #220 CLEARWATER, FLA., 33756-5520 PHONE: (727) 562-4747 MICHAEL QUILLEN CABLE: TIME WARNER 2530 DREW STREET CLEARWA TER, FL 33765 PHONE: (727) 576-4123 EXT. 373 SCOTT CREASY ~~~~1J~~@ (UJ1J~[L~1JW ~~~~~~~1J~ 1. O.R. BOOK 3406, PAGEl 227. 2. O.R. BOOK 3675, PAGEl 64. 3. O.R. BOOK 4048, PAGEl 1565. 4. O.R. BOOK 4905, PAGEl 1294, 1296, 1298 & 1299. 5. O.R. BOOK 4906, PAGEl 903-906. 6. O.R. BOOK 9901, PAGEl 281-282. SUNSET POINT RD. @ LAWSON ROAD TO NHOME MANORS OF COUNTRYSIDE o~~u~ u~ 0 ~ [P)[L~~~ CITY OF CLEARW A TER, FLORIDA Prep o/-ed For: KB HOMES - T AMP A, LLC 3450 BUSHWOOD PARK DRIVE TAMPA, FLORIDA 33618 PHONE: (813) 775- 7800 Prepared By: ENGlNEERWG, we. Our company name stands for /tse/f... Civil Engineers - Planners Traffic Engineers - Environmental Engineers Landscape Architects Curlew Office Center 2300 Curlew Road; Suite 100 Palm Harbor, Florida 34683 Phone: (727) 789-9500 Fax: (727) 784-6662 THE DESIGN AND IDEAS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF AVID ENGINEERING, INC., (AEI) AND IS NOT TO BE USED FOR ANY OTHER PROJECT WITHOUT WRITTEN AUTHORIZATION FROM AEI. DIMENSION INFORMATION SHOULD NOT BE OBTAINED BY SCALING THE PLANS, DIMENSION INFORMATION NOT PROVIDED HEREIN CAN BE OBTAINED BY CONTACTING AVID ENGINEERING, INC., @ (727) 789-9500. .~ ~ ~~"."1,,.~.," , ' . ' :,' ~': "~',=-:\i :; ':~,:; ,", \ . " \ > . J '.~ \ ~ \ l' \ - [P)[L~~ ~~[Q)~~ " I, '-' 1. 2. 2A. 3. 4. 5. 6. 7. B. BA. B8. 9. 10. 11. 12. 13. COVER SHEET OVERALL SITE PLAN PRELIMINARY PLAT SITE PLAN SITE PLAN SITE PLAN PAVING, GRADING & DRAINAGE PLAN PAVING, GRADING & DRAINAGE PLAN PAVING, GRADING & DRAINAGE PLAN STORMWA TER POLLUTlON PREVENTlON PLAN STORMWA TER POLLUTlON PREVENTlON NOTES UTlLlTY PLAN UTlLlTY PLAN UTlLlTY PLAN SITE DETAILS GRADING DETAILS 14. 15. 16. 17. Ml. IR-A. IR-8. IR-C. IR-D. L1A-L1C. L2. L3. L4. GRADING DETAILS CROSS SECTlONS WATER DETAILS SANITARY SEWER DETAILS MITlGATlON PLAN IRRIGA TlON PLAN IRRIGA TlON PLAN IRRIGA TlON PLAN IRRIGA TlON DETAILS LANDSCAPE PLAN LANDSCAPE DETAILS LANDSCAPE DETAILS LANDSCAPE NOTES ~~1J~ [Q)~ 1J ~ PROPERTY LOCA TlON: SEC 6, TOWNSHIP 29 S, RANGE 16 E. / 2520 SUNSET POINT RD. t, _Ct'MU~ S ,.,WATER Ci; , PARCEL ID NUMBERS: \ 06-29-16-09072-000-1000 & 06-29-16-09072-000-1200\ EXISTING ZONING: R-6, CP-l & MPH f'!o'Z. EXISTING LAND USE: RU, ROR & RLM EXISTING USE: RESIDENTIAL / VACANT EXISTING DWELLING UNITS: 192 UNITS PROPOSED DWELLING UNITS: 281 UNITS PROPOSED ZONING: MDR SETBACK REQUIREMENTS: \~ ~ <) \J'. ~ Q '"-. FRONT: 25' (MIN) REQUIRED SIDE: 5' (MIN) REAR: 10' (MIN) PROPOSED BI8Cks 5, 12, 13, 21, 28, 29, 36, 37 & 44 Abutting Lawson Road FRONT: 10' (MIN) SIDE: 10' (MIN) REAR: 10' (MIN) Blocks 60 & 63 ADutting Lawson Road FRONT: 11' (MIN) SIDE: 10' (MIN) REAR: 10' (MIN) (,' BlOCKS 1, 8, 9, 16, 17, 24, 25, 32, 33, 40, 41 & 45 Abutting Florida Power FRONT: 25' (MIN) SIf"~: 7' (MIN) REAR: 10' (MIN) Blocks 2, 3, 6, 7, 10, 11, 14, 15, 18, 19, 22, 23, 26, 27, 30, 31, 34, 35, 38, 39, 42, 43, 46-59 FRONT: 25' (MIN) SIDE: 10' (MIN) REAR: 10' (MIN) MAXIMUM BUILDING HEIGHT: HEIGHT (ALLOWED) = 30'-0" TOTAL SITE AREA: 26.04 ACRES + 0.28 ACRES = (1,146,469 S.F.) ISR: REQUIRED= 0.75 PROPOSED= 0.50 F.A.R. = N/A PROPERTY CALCULATIONS: OUTPARCEL PERVIOUS IMPERVIOUS OUTPARCEL TOTAL = ( 15%) (85%) (100%) (2.027 AC.) = 13,245 S.F. = 75,055 S.F. 88,300 SF BESIDENTIAL BUILDINGS = PAVT. & S/W = TOTAL IMPERVIOUS = PERVIOUS = TOTAL SITE = (9.08 AC.) (2.39 AC.) (11.47 AC.) (12.88 AC.) (24.35 AC.) (37.29%) ( 9.81 %) (47,10%) (52.90%) (100%) 395,733 S.F, 104,040 S.F. 499,773 S.F. 561,230 S.F. 1,061,003 S.F. R.O, W. TO BE VACATED (INCLUDED IN RESIDENTIAL CALCS.) = 15,214 S.F. (0.349 AC.) OUTPARCEL & RESIDENTIAL PERVIOUS = 13,245 + 561,230 = 574,475 S.F. (13.188 AC.) (49.98%) IMPERVIOUS = 75,055 + 499,773 = 574,828 S.F, (13.169 AC.) (50.02%) TOTAL = 88,300 + 1,061,003 = 1,149,303 S.F. (26.384 AC.) (100%) DENSITY CALCULA TlONS: ALLOWED: 15 UNITS PER AC. ALLOWED TOTAL USABLE AREA = 20.35 AC. PROVIDED: 281 UNITS PROVIDED 281 / 20.35 AC, = 13,81 UNITS PER AC. -~~- UNITS / ~ l PARKING CALCULATlONS: 2.0 PARKING SPACE PER UNIT. (281 UNITS) x (2) = 562 SPACES REQUIRED HANDICAPPED SPACES ED: -~ OF T SPACES = 10 HANDICAPPED SPACES REQUIRED STANDARD SPACES (9'x 19') HANDICAPPED SPACES (12'x 19') TOTAL PARKING SPACES REQUIRED 552 10 562 PROVIDED 492 10 502 FLOOD ZONE: THIS PROPERTY LIES IN FLOOD ZONE "X", AS PER FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE RATE MAP; COMMUNITY PANEL No. 121 03C0126G, DATED SEPTEMBER 3, 2003. P.E #57508 I ~ '\ I TOWNHOME MANORS OF COUNTRYSIDE AEI JOB # 881-005 60 I -----C z .30 0 f7-j SCALE: 1"=60' LINE TABLE LINE L1 L2 L3 L4 L5 L7 L8 L9 L10 L11 BE ARING N 89'46'13"W S 70'33'16"W S 70'33'26"W N 67'59' 30"W N 89'46'13"W S 01'02'38"W N 89'46'13"W S 70'33'26"W S 70'33' 16"W S 89'46'13"E I 1;;' ~I;; III.n"\ 60 I I- Z w ::E W .(/) w< c>w < 01 z~Ol -;:0 _.1('>1 ""<or- Q::~ owci ego. <(/) 0.....10 a::"'o . >- * 01- V:J . .1= 0; w::lO (J) 2 => Z 2 o o z o u (J) <t: .-J .-J > I- (J) W 0::: U .-J .-J I DIS T ANCE 60.of 122.04' 81,31' 37.76' 0.91' 5.50' 100.00' 9.03' 31.84' 21 .49' f.D.O.1. .. fLCWlDA DfPARJllENT OF 1RANSPCWTAnCll SR.D. .. STATE ROAD DtPART/JENT o.R. .. CH/QAL Rf(XR) fJ()(N( P LS. . PRCfESSl(1W. u.ND SVRlfN.W LBI . uaNSED BUSINESS NIJWJER O/A .. 0lfRAU. DIIOSICW P.o.c. .. PONT OF COIIAIfNCEJlfNT P.O.8. .. PONT OF 8f(;NNING f .. CENTERJJNf R/W .. RiGHT-Of-WAY fl[V, '" EltVA 71CW FIR 0 '" fOUND IRON ROO fIP o. fOtJll) IR(M P/Pf SIR 0.. SET '/2' /R(M ROO .t CAP L8.I6/1J fCU 0" FOOND ClIICRETE IIONUUfNT SN4cD 0.. SET NAIL AND BRASS aSK LBl6ltJ FNID 0 .. FOONO HAL 00 DISK (P) . 8EARJNCjDlSTANCE PER PLAT (0) '" BEARlNG;nISTANCE PCR DEED DfsallP71CW (F) .. e6RJHG,AMSTANfI PCR FIElD MfASVRElIENT (C) .. 8EARJNGjDlSTANCE PER CALaJLAnC1l ASPHALT - 1"':'1 Cl o .... ;i < o -D .... g; 8 ~ .... ~ o oil' ~ '1:! .... ;> t! LlJ ..J \lEn : ..~.. ...._.. -.-1 311360SCALE RE V2.DWG o;l ~ :9 .... ( NE. COR. I 6-29-161 10 -.J , 19.41 (F) R 1/.2 18.00 (D) "\ ~ FIR 1/2 0.6' SOUlH (,... -- Ii5'6m X ~ AND I r; )v"t- LESS OUT yt\ J ~)v >< I\. l8.00' _" 1'\ - I\. I- --0" ~.00' cr.1\." ~,,, )1\." 0;1\." ~r" ~~ l-q r" '" '\. '" ~I"- -I'~ )<~ ~ ~Ol " I- <o~ ~r\.1'0 <0:: ~I", -.J > d- - U)~ i'\ i--- ~~i'-- 1", i'-- ~ ,~~ ~ N. ~ ~"'- 0. i'-- i'\ f"'-",ljI f"'- ~ ~l~ ..J ........ - ~ //~;... 10 0)0 0> 1" ~~ :B " w. ~V) ::Ec> " wo.. 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(O)(F) /~'5'J.~0' (;)"'J\ 0.5', SCUlH 0.4 WEST 2 :, r .", / NO INTERIOR IMPROVEMENTS SHOWN ~ I LD 10 -.J W o 0:: ~ CL N 01.02'38"E ~ N N n ~ ---- LOT 11 I 2E..~,OO' (D)(F) ~',""~ " , / ~- (' N I.() l ;&0 ~ o o o ------ ~D "X" 0,]' SOUTH l~ ~ WESTERLY RIGHT-OF-WAY LINE OF U,S. 19 O.R. 6413 PG, 633-637 t: 8 .;;:;; ;... 0) oi ~ O.R. 11352 PG. 2243-2244 O,R, 11864 PG. 2540-2541 ~ . ,." .- ~ 0) GO Z O.R. 8778 PG. 1757-1759 O,R. 11864 PG. 2503- 2504 LOT 9 LOT 11 '., .. . . ..' , FAR.QE l,. f3~)I' L!: $'$. " 9lJT > , ' ' , . ,':-".:: ..,'.,', 508.05,' NORTH 508.00' 254' (P) ..-- g..... . ~ '"," .'." ,01- "to U.I- NO INTERIOR IMPROVEMENTS, OCCUPATION OR HYDROGRAPHIC FEATURES SHOWN PAR:CE L B-II N 01'02'38"E 528.55' N 00'52'10"E (D) N 01.10'17-E 508.00' (D) I- ::> o (I) (1)0 wo -.J&ri =:,.... ,.- . 7~ARCEL m ..J W <.) 0:: < 0.. B-II LE S S OUT CENTERLINE OF WESTERN TOWERS 508,02' CALC 508.00' MISC, REVISIONS I 02/02/04 N 00'54'2.3"E (D) N 01'12'28"E CALC I I 3 MISC. RE VISIONS \ I 9 '".. ~j . '. . ., , ' 1035.13. (D}(F) N 00'52'lO"E (D) 1015.46 (D) 3; i0 ...- N 0> <DO>"'" :t oi 00 01 N N IONN _ Z LOT 11 'Nlo Nn n -<i 1010 nn -..;:;:::'" u.s. 254' (P) S 01'02'3B"W 8 8 LAC K 8 URN P.B. 24 HIGHWAY 19 N. S 01'02'38"W 254' (P) 7 SUBDIVISION PG. 62 LAW$ON:-;~'OAO ') ( t- ,(I) tOw ,.rj~ 270,00' P ARCE L B--llI LOT 11 LOT 8 LOT 11 ~. .:' . (60!R/WY ) ( S 01.02'38.W SOUTH 270' OF NORlrl 77B' 270,00 AREA OF BLANKET EASEMENT RECORDED IN O,R. BOOK 3008, PAGE 441 270.01' FLORID,l\ ( P ARCE L B--lli LESS OUT 270,01' N onq'17"~ \ :~. :-..::. :. 'j.: LOT 11 .; O.l~,~~y , Pq. ~1~':9H" , , , , ' ..... ~\i,;,~~r.::. ; \/ 2289,43' (D)(F) 236.51' 10 ,.... N t- (I) ~-- / / ( .-/ lo 01 -.i DO n SOUTH 238' OF NORTH 1016' 236.49 (F) AREA OF BLANKET EASEMENT RECORDED IN O,R. BOOK 3008, PAGE 441 B-IV 506,56' 1015.46' (D) t- ::I o (/) (/) W -.J "",,::'" POWER ,.... 01 a:i N N I alo o , ~ ---- m~ ~ < 0.. f-- --___~, 1014,64 (F) 1015.46' (6) 1016,05' CALC - 238.01' N {}1'02' 38"E . '''66 98' '.. \ 258.00' (O)(F) [~)) . ~ ~::\':.< ...... ...:,:~".,":'},:,.~.:,;~I:t, R <., ;;- .i;.J' f,',:\:,_ , .,,'" ~,,;,/', S.R, 55 (200' R/W) W. R/W LINE - - 256.08' ";q- o o I{) N O.R. 11098 PG, 2 23- 2427 LESS Ol T '0 II) N w SIR S 01.02'38.W 256.94' (C)(f) o co 6 ~ E .;;:;: ~ oi ~ PARCEL A O.R. 9901 PG. 281-282 IJJ . I") ... Co :t en GO (I) NO lNTE RIOR IMPROVE ME NTS SHOWN (D l ~ 1/2" "'-- N 01.02- 38"E ,.;'\ "", ,.,.,..", ',' ."..': <<c;'/ , '\ 1/ \:':/ 258.20:.-- rl ...J 0:: ~L _ :f c= ~ ~ APPROXI"AIT LOCA'ON Z ~ OF FLORIDA POIWER I'! l EASE"ENT. O.R. BOOK i 5, 3675. PA~ ~I ~ II I I PARCEL A ,- ~ !o~ U')~ 1010 nn ----- [FAlJ t- ~ ~....:I~ ( '"i I SiR "'- \[0/ \ ~ N 01.12'2S"E 1349.16' (O)(F) 259.53' -..;:;::" N (0 SIR 1347.165' 10 506,56' SlR-:::i or- It) I N t') .--0 010 Nn NN ~ i$~ o -' ~ PARCEL A DETAIL '0 /LESS OUT ~ ~ '----- ~ ";q-I o ~I --.., CO 51RO - t;:" ........ - c ........ Co CD oi ~ :I; . ~ 1a 0) CIQ Z (11f 0' II -.J < o U ~ &ri 10 ,., ....... o ~ N < t- o W ~ W "'" :E: (/) '-1- W or- W Z -t.iw-J -.J ~ - :E: (/) () Iz ~ Q:: ::E ::I m 5 < -.J m (/) -.J OW u.,U zO:: -< 0. Z 00 f=1- <0 <.)w ~:E: (/) 0- z~ ~ (I I """:... '0 o o n C\l ----., -.-J'\. 260.25 (D) 260.32' CALC iSW. CORI 'LOT 11 ~ \ LOT 11 SECTION 6, TOWNSHIP 29 S., RANGE 16 E., CLE ARW ATE R, DES PINE LLAS COUNTY, FLORIDA CRIPTION PARCEL A (BEING KNOWN AS SUNSET lAKE MOBILE HOME PARK): LOT 6, LESS THE EASTERLY 250 FEET THEREOF; AND THAT PORTION OF LOT 11, L YING SOUTHERLY OF A WESTERLY EXTENSION OF THE NORTHERLY LINE OF LOT 6, LESS THE EASTERLY 60 FEET THEREOF, AND LESS THE WESTERLY 230 FEET THEREOF; AND LOT 12, LESS THE EASTERLY 60 FEET THEREOF, AND LESS THE WESTERLY 230 FEET THEREOF, AND LESS THAT PORl1ON LYING SOUTHERLY OF THE FOllOWING DESCRIBED UNE; FROM THE INTERSEC110N OF THE WESTERLY UNE OF LAWSON AVENUE, AND THE NORTHERLY LINE OF STATE ROAD 588, RUN N. 1'02'38" E., 68.1 FEET FOR A P.O.B.; THENCE N. 89'46'13" W., 107.54 FEET: THENCE S. 70'33'26" W., 90.34 FEET; THENCE N. 67"59'30" W., 37.76 FEET: THENCE S, 70'33.26" W., 171.45 FE E T TO THE POINT OF ENDING; AND THAT PORTION OF V ACA TE D BLACKBURN S TRE E T LYING WE S TE RL Y OF THE WE S T LINE OF THE E AS T 60 FEET OF LOTS 11 AND 12, AND EASTERLY OF THE FLORIDA POWER CORPORATION RIGHT-OF-WAY; ALL IN BLACKBURNS SUBDIVISION, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 24, PAGE 62 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; TOGETHER WITH THAT CERTAIN "ROAD PARCEL", BEING A ROAD RIGHT-OF-WAY LYING WITHIN LOT 12, BLACKBURNS SUBDIVISION, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 24, PAGE 62, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, DESCRIBED AS FOLLOWS: COMMENCE AT THE INTERSECTION OF THE WESTERLY RIGHT-OF-WAY LINE OF LAWSON AVENUE AND THE NORTHERLY RIGHT- OF-WAY LINE OF SHTE ROAD 588: THENCE ALONG THE NORTHERLY RIGHT-OF-WAY LINE OF STATE ROAD 588, S. 70'33'16" W., 90.20 FEET TO THE POINT OF BEGINNING, SAID POINT ALSO BEING THE SOUTHWEST CORNER OF THAT CERTAIN PARCEL CONVEYED TO SANTA MARIA, ET UX BY DEED RECORDED IN OFFICIAl RECORDS BOOK 8139, PAGE 1830, PUBLIC RECORDS OF PINELLAS COUNTY. FLORIDA: THENCE CONl1NUE ALONG THE NORTHERLY RIGHT-OF-WAY LINE OF STATE ROAD 588, S. 70'33'16" W., 31.84 FEEl TO THE SOUTHEAST CORNER OF THAT CERTAIN PARCEL CONVEYED TO NIEWIAROWSKI, ET UX BY Df ED RECORDED IN OFFICIAL RECORDS BOOK 5182, PAGE 958, PUBLIC RECORDS OF PINEllAS COU'~TY, FLORIDA: THENCE N. 00" 08'34" E., ALONG THE EAST BOUNDARY OF SAID NIEWIAROWSKI PARCEL, 106.14 FEET TO THE NORTHEAST CORNER OF SAID PARCEL, ALSO BEING A POINT ON THE SOUTHERLY LINE OF THE PROPERTY CONVEYED BY DEED) RECORDED IN OFFICIAL RECORDS BOOK 3468, PAGE 365, PUBLIC RECORDS OF PINELLAS COUNTY, fLORIDA; THENCE, ALONG SAID SOUTHERLY LINE, N. 70'33'26" E., 9.03 FEET; THENCE. CONTINUING ALONG SAID SOUTHERLY LINE, S. 89"46'13" E., 21.49 FEEl TO THE NORTHWEST CORNER OF SAID SANTA MARIA PARCEL; THENCE S. 00'08'34" W., ALONG THE WEST BOUNDARY OF SAID PARCEL, 98.46 FEET TO THE POINT OF BE GINNING. PARCEL B (KNOWN AS TROPICAL BREEZE MOBILE HOME PARK): PARCEL B-1: LOT TEN (10) BLACKBURNS SUBDIVISION, ACCORDING TO THE MAP OR PLAN THEREOF AS RECORDED IN PLAT BOOK 24, PAGE 62, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. PARCEL B-II: THE NORTH 508.0 FEET OF LOT 11, BLACKBURNS SUBDIVISION, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 24, PAGE 62, PUBLIC RECORDS OF PINEllAS COUNTY, FLORIDA, LESS, A TRACT ON THE WEST SIDE DESCRIBED AS FOLLOWS: FROM THE NORTHWEST CORNER OF SAID LOT 11 FOR A POINT OF BEGINNING, RUN PARALLEL TO THE CENTER LINE OF COUNTY ROAD 194, SOUlli 89'46'13" EAST 228.47 FEET: THENCE SOUTH 1 '02'38' WEST 508.0 FEET: THENCE NORTH 89.46'13" WEST 229.92 FEET; THENCE ALONG THE WEST SIDE OF SAID LOT 11, NORTH 1'12'28" EAST 508.0 FEET TO THE POINT OF BEGINNING, AND LESS AND EXCEPT THE EASTERLY 60 FEET OF LOT 11 RESERVED FOR ROAD RIGHT-OF-WAY FOR LAWSON ROAD, RECORDED IN OFFICIAL RECORDS BOOK 535, PAGE 612, PUBLIC RECORDS OF PINEllAS COUNTY, FLORIDA. PARCEL B-III: THE SOUTH 270 FEET OF THE NORTH /78 FEET OF LOT 11, BLACKBURNS SUBDIVISION ACCORDING TO THE MAP OR PLAT THEREOF AS RECOkDED IN PLAT BOOK 24, PAGE 62, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, LESS THE EAST 60 FEET THEREOF, FOR ROAD RIGHT-OF-WAY FOR LAWSON ROAD, RECORDED IN OFfiCIAL RECORDS BOOK 535, PAGE 612, PUBLIC RECORDS OF PINEllAS COUNTY, FLORIDA, AND ALSO LESS THE WEST 225 FEET THEREOF FOR FLORIDA POWER LINES. PARCEL B-IV: SOUTH 238 FEET OF THE NORTH 1016 FEET OF LOT 11, BLACKBURNS SUBDIVISION, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 24; PAGE 62, PUBLIC RECORDS OF PINELlAS COUNTY, FLORIDA; LESS THE EAST 60 FEET FOR RIGHT-OF-WAY OF LAWSON ROAD, AS RECORDED IN OFFICIAL RE CORDS BOOK 535, PAGE 612, PUBLIC RE CORDS OF'P1NE LLAS COUNTY, flORIDA. LESS AND EXCEPT FROM PARCELS B-II, B-III AND B-IV THAT PART DEEDED TO FLORIDA POWER CORPORATION BY DEED RECORDED IN OFFICIAL RECORDS BOOK 1428, PAGE 48, PUBLIC RECORDS OF PINELLAS COUNTY, flORIDA, MORE PARTICULARLY DESCRIBED AS FOllOWS: BEGINNING AT A POINT ON THE WE S T BOUNDARY OF LOT 11, BLACKBURNS SUBDIVISION, ACCORDING TO lHE PLAT THE RE Of RECORDED IN PLAT BOOK 24, PAGE 62, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, NORTH 0'54'23" EAST 260.25 FEET FROM THE SOUTHWEST CORNER OF SAID LOT 11; THENCE NORTH 0'54'23" EAST, ALONG SAID WEST BOUNDARY, 1015.46 FEET TO THE NORTHWEST CORNER Of SAID LOT 1" SAID POINT BEING ON THE SOUTHERLY RIGHT-OF-WAY LINE OF C.R. 194, 33.00 FEET FROM AND AT RIGHT ANGLES TO THE CENTERLINE OF SAID ROAD; THENCE NORTH 89'56'19" EAST, ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE AND ALONG THE NORTH BOUNDARY OF SAID LOT 11, 228.47 FEET TO A POINT THAT IS 175.00 FEET EASTERLY FROM AND AT RIGHT ANGLES TO THE CENTERLINE OF SAID CORPORATION'S THEN EXISTING TRANSMISSION LINE; THENCE SOUTH 0"52'10" WEST, PARALLEL TO SAID CENTERLINE, 1015.46 FEET TO A POINT; ll-iENCE SOUll-i 89'56'19" WEST 229.12 FEET TO THE POINT OF BE GINNING. PARCEL B-V; A PORTION OF VACATE 0 COUNTY ROAD NO. 194, VACATION RE CORDE 0 IN OFFICIAL RE CORDS BOOK 4906, PAGE 903, PUBLIC RE CORDS OF PINE LLAS COUNTY, FLORIDA, LYING IN SECTION 6, TOWNSHIP 29 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA DESCRIBED AS FOllOWS: COMMENCING AT THE NORTHEAST CORNER OF SEC110N 6, TOWNSHIP 29 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA; THENCE NORTH 89'46.'3" WEST, A DISTANCE OF 100.00 FEET TO A POINT ON THE WEST RIGHT-OF-WAY LINE OF U.S. HIGHWAY 19, ALSO BEING THE POINT OF BEGINNING; THENCE SOUTH 01'02'38" WEST, ALONG SAID WEST RIGHT-OF-WAY LINE OF U.S. HIGHWAY 19, A DISTANCE OF 33.00 FEET; THENCE NORlH 89'46'13" WEST, ALONG THE NORlH LINE OF BLACK BURNS SUBDIVISION, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 24, PAGE 62, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, A DISTANCE OF 1003.39 FEET; THENCE NORTH 01'02'38" EAST, A DISTANCE OF 33.00 FEET; THENCE SOUTH 89'46'13" EAST. A DISTANCE OF 1003.39 FEET TO THE POINT OF BE GINNING. LESS AND EXCEPT THAT PORTION THEREOF CONVEYED IN OFFICIAL RECORDS BOOK 4921, PAGE 619, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, AND DESCRIBED AS FOllOWS: COMMENCE AT THE NORTHEAST CORNER OF SECTION 6, TOWNSHIP 29 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA; THENCE NORTH 89.46'13" WEST, A DISTANCE OF 100.00 FEET TO A POINT ON THE WEST RIGHT OF WAY LINE OF U.S. HIGHWAY 19, ALSO BEING THE POINT OF BEGINNING; THENCE SOUTH 01'02'38" WEST, ALONG SAID WEST RIGHT OF WAY LINE OF U.S. HIGHWAY 19, A DISTANCE OF 18.00 FEET; THENCE NORTH 89.46'13" WEST, A DISTANCE OF 560.00 FEET; THENCE NORTH 01' 02'38" EAST, A DISTANCE OF 5.50 FEET; THENCE NORTH 89'46'13" WEST, A DISTANCE OF 443.39 FEET; THENCE NORTH 01' 02'38" EAST, A DISTANCE OF 12.50 FEET; THENCE SOUTH 89'46'13" EAST, A DISTANCE OF 1003.39 FEET TO THE POINT OF BEGINNING, ALL BEING MORE PARTlCULARLY DESCRIBED AS FOLLOWS: (SEE SHEET 2 FOR CONTINUATION OF DESCRIPTION) CE RTIFICA TION CERTIFIED TO: GLOBAL FINANCIAL INVESTMENTS, llC. COMMONWEALTH LAND TITLE INSURANCE COMPANY JOHNSON, POPE, BOKOR, RUPPEL & BURHI, P.A. LOUANN LOVE, P.A. -- " I HEREBY CERTIFY THAT THE SURVEY REPRESENTED HEREON MEETS,1HE TECHNICAL. STANDARDS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN' CHAPTER 61G17-6, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027 flORIDA STA'.l\ngs. .. 11/19/03 9~ 0 ,((J~ '-,. DATE OF SURVEY (~OHN O. DIEHL ' ", /PROFESSIONAL LAND SURVEYOR "'0.4053 ........- SUNSET ROAD, & u.S. 19 TYPE OF SURVEY:BOUNDARY SURVEY AND TOPOGRAPHIC PREPARED FOR:GLOBAL FINANCIAL INVE S TME NTS, LLC. PROJE CT: POLARIS ASSOCIA TES INC. , PROFESSIONAL SURVEYING LB 6113 2915 S,R. 590 SUITE 17 CLEARWATER, FLORIDA 33759 (727) 669~0522 DATE 11/19/03 CHE CKE D BY: . SCALE; JOD 1" = 60' SHEET 1 OF 5 DRAWN BY: JDF JOB NO, 01-3113 ,,/1.,..;/[1'(.' , ~I' :rt;y : E. LINE, NE 1/4, 6-29-16 '""' ~ " ~ '0 CD '-' 5 I- W 'W '0::: J- (f) I Z, ~ -:J CD '~ o <( -l 'm LOT 12 lAWSON ROAD , , '" (qP~, RlW;) 'I GPROXIMATE LOCATION OF FLORIDA POWE R (EASEMENT. O.R. BOOK I 367.. PAGE 54 II N CIO N I ... CIO N ci 00 0 &0 .- iii 0 (X) Ol I') Ol u 4 8 LAC K BUR N P.B. 24 3 SUBDIVISION PG. 62 '0 ION br- " II! t- ' ,00:(0, ,liJ? N 01'02' 38"E 1366.98' LOT 3 LOT 12 Q.R. .3p~ P.G, 61~-:f)13 J : ":'. I, . .,': :!t / :',. rJ.~ "'l:" w, R/W LNE I S 01.02'38-W APPROXIMATE LOCA liON 'II OF FLORIDA POWER ~ EASEMENT, O.R. BOOK 3406, PAGE 227 u 0:: ...6 I- 0- w ~ w < x 0 (I) < > W '-" N ~~t-~==-ll- o W ...J I- 0:: I < I- :e (I) z 0:: ::> m ~ o < ~~ OW IJ..O ~~ zOo Qg I- <0 Ow <ex >(1) 0- z~ ~ PPRO."ATE LOCA::NR~~L A OF FLORIDA POWE R I EASEMENT, O.R. BOOK -==- I ~ PAGE 2~ I l LOT 1 2 \ \ o=-~L~ APPROXIMA TE LOCA liON OF FLORIDA POWE R EASEMENT, O,R. BOOK 3675, PAGE 64 L II r-db- I I PPRQXIUATE LOCAnON rr=- Of flORIDA POWE R ~ EASEMENT, O.R. BOOK 3675, PAGE 64 u- NO IN TE RIOR IMPROVE ME N TS, OCCUP A TION OR HYDROGRAPHIC FEATURES SHOWN APPROXIMA TE LOCATION Of FLORIDA POWE R EASEMENT, O,R. BOOK 3406, PAGE 227 N 01.12'28-E 1349,16' (O)(F) Cl o ..... ~ ~ .;.; .... s 8 C:! .... ~ o cO ~ 'Q ~ :> ... Ui ..J -< U ell o \0 .... o t<') N N ... I- t- (/) 0 W ...J :;: ~ ~ ':9 .... 60.00' ~ z :;l :i{,' 311360SCALE RE V2.0WG FLORIDA POWER TOWE RS BLO~12 PARCEL A LESS OUT POWER ~ -- -- EAST 1/4 CORNER OF SECTION 6, TOWNSHIP 29 SOUTH, RANGE 16 E AS T \ ~ 10 0 0 ci 2 ci N \ 10 '" \ 10 S ~ . 0 \ 0 N N 0 0 &0 ~ 0, Ol (X) (X) (I) (I) \ \ \ \ \ II II ~ [j- LOT 12 If) c 'Z- 0' ..A ..-0 g ~ \ S 01'02'38"W ~ 68.10' or- -oJ V I" L2 " " ....oO'A -'''-'I''I'^'Rt'\~L ' --',,~ D "r"n ~'"" ,'. ~':",,'-,<--:'~~~~il~~J~;:'~' N ,..... , -u- APPROXIMA TE LOCA liON OF FLORIDA POWE R EASEMENT, O,R. BOOK 3406. PAGE 227 \ \ '\ , ~ ./ ~ ~~ '<6. ~ PARCE L j[ SEWER-UTILITY EASEMENT O.R. 4048 PG. 1565 O.R. 9901 PG. 281-282 -- OX 882.3 PG. 1.386-1388 133,60 calc 1.33.53' (0) POINT OF TE RMINA TION OF LINE ------------------------------- N 01 '02' .38"E 350,55' \ \ W 10 j!: Z lJ... 0 0 F= 0 >- w 0:: (I) < L0- a z 0 ::> v 0 ......... m .- >- I- \ -l (/) 0:: w < X W I- ~ \ ::> 0 0:: 0 (I) z J'l \ '-:;D 0' cP cP 112,35' ~ o ci t<') \ N LINE Ll L2 L3 L4 L5 L6 L7 L8 L9 LlO L11 L12 L13 L14 --Jz 60 f 30 0 60 ~ 1 ~ SCALE: 1 "'=60' LINE TABLE BE ARING N 89'46'13"W S OO'08'34"W S 70'33'16"W N 00'08'34"E S 70'33'20"W N 6rS9'30NW S 70'33'26"W S 01'02'38"W N 89'46'13"W 'N 89'46'13"W S 89'4S'13"E S 70'33'16"W N 89'46'13"W S 70'33'26"W DISTANCE 86.05' 98.46' 31.84' 106.14' 81.31' 37.76' 171.85' 5.50' 60,01' 0.91' 100.01' 122.04' 21.49' 9.0-S' LE NO f.D.o. T. = FLORIDA OEPAR1I.IENr (;f' TRANSI'(XlTATICIJ S.RD, = swr ROAD DEPAR1IJENT aR. - t:maAL ~C(1{I) 8()(X P.LS. D PRaISSlIlW WID suq~QIl LBJ .. UC[N!B} lVSINESS NIJIiBER 0/04 = OWlAU C>>IENS1a1 p.ac. - POiNT (;f' CXJ/UENCEJ,/EHT P.D.B. .. PClHT (;f' BEGINNING f = WiTlRJJNf R/W ~ RlalT-OF-WAY ELIv. = fID'A~ FIR 0 - FOOND IR~ ROO F1P 0 = FOOND IR~ PIPE SIR 0 - SET 1/2' lRaI ROO 4t CAP LB.j6/1J FaI 0 - FOOND CONC1IfTE IJC>>IINEHT SlIM) 0 = SET NAIL AND BRASS DISK LBJ6/1J fH8d) 0 = FOOND NAL AND DISK (P) ~ BCAIliNGJVlSTANCi PER PlAT (0) = BEARlNGJVlSTANCi PElt DfE1) DESCRJPnoo (F) = BfARJNG~STANCE PElt flEW JlEASVRElr4ENr (C) = BCARIKIjDlSTAf-a PER CALCUAlICW ASPHALT - I" ,;>,,;::,~:t SECTION 6, TOWNS HIP 29 S., RANGE 16 E., CLEARWATER, PINELLAS COUNTY, FLORIDA A PORTION Of LOTS 10, 11 AND 12 AND THE VACATED BLACKBURN STREET, ALL Of'BLACKBURNS SUBDIVISION AS RECORDED IN PLAT BOOK 24, PAGE 62 Of THE PUBLIC RECORDS Of PINEUAS COUNTY, FLORIDA, L'I1NG IN SECTION 6, TOWNSHIP 29 SOUTH, RANGE 16 EAST AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE EAST 1/4 CORNER Of SAID SECTION 6; TIiENCE ALONG THE SOUTHERLY BOUNDARY OF THE NORTHEAST 1/4 OF SAID SECTION 6, S.89'50'20"W., 720.07 FEET; THENCE ALONG THE SOUTHERLY EXTENSION Of THE, WESTERLY RIGHT-OF-WAY LINE OF LAWSON ROAD, N.Ol'02'38"E., 350.55 FEET TO THE POINT OF BEGINNING; lHENCE N.89.46'13"W., 86.05 FEET; 'lHENCE S.OO'08'34"W., 98.46 fEET; THENCE S.70.3J'16"W.,J1.84 fEET; THENCE N.OO'08'34"E., 106.14 FEET; lHENCE S.70'33'26"W., 81.31 FEET; THENCE N.67'59'30"W., 37.76 FEET; THENCE S.70'33'26"W., 171.85 FEET; THENCE ALONG THE EASTERLY LINE OF A FLORIDA POWER PARCEL, N.01'12'28"E., 1,349.16 FEET; THENCE N.89'46'13"W., 0.91 FEET; THENCE CONTINUE ALONG SAID EASTERLY LINE, N.OnO'17"E., 1,035.13 FEET; THENCE ALONG A LINE 12.50 FEET SOUTH Of AND PARAllEL WITH THE NORTHERLY BOUNDARY Of SAID SECTION 6, S,89'46'13"E., 443.18 FEET; THENCE S.01'02~38"W., 5.50 FEET; THENCE ALONG A LINE 18.00 FEET SOUTH OF AND PARAllEL WllH SAID NORTHERLY BOUNDARY OF SECTION 6, S.89'46'13"E., 559.97 fEET; THENCE ALONG THE WESTERLY RIGHT-OF-WAY LINE OF U.S. HIGHWAY 19 NORTH (STATE ROAD NUMBER 55), S.01'02'38"W., 269.00 FEET; THENCE ALONG THE SOUTHERLY LINE OF lOT 10 OF SAID BLACKBURN SUBDIVISION N.89'46'13"W., 559.97 FEET; THENCE ALONG THE EASTERLY LINE OF SAID LOT 10 , N.01'02'38"E., 254.00 FEET; THENCE N.89'46'13"W., 60.01 FEET; THENCE ALONG THE WESTERLY RIGHT-OF-WAY LINE OF LAWSON ROAD. S.01'02'38"W., 2,289.43 fEET TO THE POINT OF BE GINNING. CONTAINING 24.2115 ACRES, MORE OR LESS. TOGE THE R WITH; LOT 6, BLACKBURN'S SUBDIVISION AS RECORDED IN PLAT BOOK 24, PAGE 62 Of THE PUBLIC RECORDS OF PINEUAS COUNTY, LESS THE EASTERLY 250.00 fEET THEREOF AND BEING MORE pARTICULARLY DE SCRIBE D AS FOLLOWS: COMMENCE AT THE EAST 1/4 CORNER OF SECTION 6, TOWNSHIP 29 SOUTH, RANGE 16 EAST; THENCE ALONG THE SOUTHERLY BOUNDARY OF THE NORTHEAST 1/4 OF SAID SECTION 6, S.89"50'20"W., 660.06 FEET; THENCE N.Ol'02'38"E., 1,366.98 FEET TO THE SOUTHWEST CORNER OF SAID LOT 6 AND THE POINT OF BEGINNING; THENCE CONTINUE ALONG SAID LINE, N.Ol'02'38"E., 258.00 fEET; THENCE S.89'46'13"E., 309.94 FEET; THENCE S.01'02'38"W., 256.94 fEET; THENCE N.89'57'59"W.. 309.96 FEET TO THE POINT OF BEGINNING. CONTAINING 1.8318 ACRES, MORE OR LESS. NOTES 1. FIELD BEARINGS SHOWN ARE BASED ON EAST BOUNDARY OF NE 1/4 OF 6-29-16 AS LINE BEING S 01'02'38"W. 2. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 3. NO EXCAVATION WAS PERfORMED TO VERIFY THE LOCATION OR EXISTENCE OF ANY UNDERGROUND UTILITIES, ENCROACHMENTS, IMPROVEMENTS, STRUC1URES OR FOUNDATIONS. UNDERGROUND UTILITY LINE LOCATIONS (IF SHOWN HEREON) ARE BASED UPON UTILITY PROVIDER ATlASES AND VISIBLE fACILITY EVIDENCE. THIS UTILITY LOCATION METHODOLOGY MEETS THE REQUIREMENTS OF A QUALITY LEVEL C AS DEFINED BY ll-lE FEDERAL HIGHWAY ADMINISTRATION. UTILIZING ll-lIS METHOD IT IS NOT UNUSUAL TO FIND THAT 15 TO 30 PERCENT OF THE UNDERGROUND UTILITIES ARE EITHER OMITIED OR ARE PLOTTED TWO FEET OR MORE IN ERROR. 4. RE-USE OF THIS SURVEY FOR PURPOSES OTHER THAN WHICH IT WAS INTENDED, WITHOUT WRITIEN VERIFICATION, WILL BE AT THE RE-USERS SOLE RISK ANO WITHOUT LIABILITY TO THE SURVEYOR. NOTHING HEREIN SHALL BE CONSTRUED TO GIVE ANY RIGHTS OR BENEfITS TO ANYONE OTHER THAN THOSE CERTIFIED TO. 5. ALL FOUND POINTS ARE UNMARKED UNLESS OTHERWISE NOTED. 6, THIS SURVEY IS NOT INTENDED TO SHOW THE LOCATION OR EXISTENCE OF ANY JURIS DICTIONAL, HAZARDOUS OR E NVlRONME NT ALL Y S E NS ITlVE ARE AS, 7. THE SITE APPEARS TO BE IN FLOOD ZONE X, ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY, FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NUMBER 125096 0010 0, DATED AUGUST 19, 1991 AND IN FLOOD ZONE X, COMMUNITY PANEL NUMBER 125139 0126 0, DATED MAY 6, 1996. POLARIS ASSOCIATES, INC. AND THE SIGNING SURVEYOR HEREON ASSUMES NO LIABILITY FOR THE ACCURACY OF THIS DETERMINATION. THE AUTHOR OF THE MAP, THE FEDERAL EMERGENCY MANAGEMENT AGENCY, OR THE LOCAL GOVERNMENTAL AGENCY HAVING JURISDICTION OVER SUCH MAnERS SHOULD BE CONTACTED PRIOR TO ANY JUDGMENTS BEING MADE FROM THIS INFORMATION. THE ABOVE REFERENCED MAP STATES IN THE NOTES TO THE USER THAT "THIS MAP IS FOR INSURANCE PURPOSES ONLY". 8. ANY ZONING INfORMATION SHOWN OR NOTED HEREON IS BASED ON INFORMATION AVAILABLE DURING THE PREPARATION OF THE SURVEY. THIS INFORMATION SHOULD BE VERIFIED WIll-l THE GOVERNING AUTHORITY PRIOR TO ANY DETERMINATIONS OR DESIGN. 9. UNLESS OTHERWISE INDICATE 0, THE PROPERTY DESCRIPTION AND EASEMENTS SHOWN WERE FURNISHED TO POLARIS ASSOCIATES, INC. AND ARE PRESUMED TO BE CORRECT. NO SEARCH OF ANY PUBLIC RECORDS, FOR EASEMENTS, DEEDS, ETC.. WAS PERFORMED BY THIS FIRM FOR THE COMPLE TION OF THIS SURVE Y. 10. DESCRIPTIONS AND EASEMENTS SHOWN HEREON WERE TAKEN FROM A COMMONWEALTH LAND TItlE INSUANCE COMPANY COMMITMENT FOR TItlE INSURANCE, ORDER NUMBER 41177068CA, EFFECTIVE DATE: JULY 3rd, 2003 AT 8:00 A.M., ISSUED BY JOHNSON, POPE BOKOR, URPPELL & BURNS, P,A. THE SURVEY ADDRESSES THE FOllOWING IlMES IN SCHEDULE B-2 THEREOF AS FOLLOWS; ITEMS 1 THROUGH 5 - NOT MATTERS OF SURVEY ITEM 6 - BLANKET EASEMENT IN FAVOR OF FLORIDA POWER CORPORATION, CONTAINED IN INSTRUMENT RECOROED FEBRUARY 5, 1969, IN O.R. BOOK 3008, PAGE 441, PUBLIC RECORDS OF PINElLAS COUNTY, FLORIDA. AREA OF BLANKET EASEMENT SHOWN. ITEM 7 - EASEMENT IN FAVOR OF FLORIDA POWER CORPORATION, CONTAINED IN INSTRUMENT RECORDED IN O.R. BOOK 3406, PAGE 227, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, DOCUME NT IS NOT LE GIBLE, APPROXIMATE LOCATION SHOWN HE RE ON. ITEM 8 - EASEMENT IN FAVOR OF FLORIDA POWER CORPORATION, CONTAINED IN INSTRUMENT RECORDED DECEMBER 3, 1971, IN OR BOOK 3675, PAGE 64, PUBLIC RECORDS OF PINELlAS COUNTY, fLORIDA. APPROXIMATE AREAS SHOWN. ITEM 9 - BLANKET EASEMENT IN FAVOR OF FLORIDA POWER CORPORATION, CONTAINED IN INSTRUMENT RECORDED OCTOBER 4, 1972, IN O.R. BOOK 3892, PAGE 231, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. APPROXIMATE AREAS SHOWN. ITEM 10- EASEMENT IN fAVOR OF FARM STORES, INC., CONTAINED IN INSTRUMENT RECORDED FEBRUARY 28, 1975, IN O.R. BOOK 4264, PAGE 876, PUBLIC RECORDS OF PINElLAS COUNTY, FLORIDA. (SHOWN HE RE ON) ITEM 11 - EASEMENT IN FAVOR OF PINELLAS COUNTY, CONTAINED IN INSTRUMENT RECORDED AUGUST 30, 1979, IN O.R. BOOK 4905, PAGE 1296, PUBLIC RECORDS OF PINELLAS COUNTY, flORIDA. (SHOWN HEREON) ITEMS 12 THROUGH 18 - NOT MATTERS OF SURVEY ITEM 19 - SITE IS SUBJECT TO AGREEMENT RECORDED IN O.R. BOOK 10216, PAGE 221. (NOT SHOWN) ITEM 20 - EASEMENT IN FAVOR OF PINELLAS COUNTY, CONTAINED IN INSTRUMENT RECORDED AUGUST 30, 1979, IN O,R. BOOK 4905, PAGE 1299, PUBLIC RECORDS OF PINELlAS COUNTY. FLORIDA. (SHOWN HE RE ON) ITEM 21- EASEMENT IN fAVOR OF PINELLAS COUNTY, CONTAINED IN INSTRUMENT RECORDED JULY 24, 1979, IN O.R. BOOK 4905, PAGE 1294, PUBLIC RECORDS OF PINEUAS COUNTY, FLORIDA. (SHOWN HEREON) PROJE CT: TYPE OF SURVE Y: SUNSET ROAD & U.S. 19 BOUNDARY SURVEY AND TOPOGRAPHIC 02/02/04 ADDED METES AND BOUNDS 2 ADDED EASEMENT 12-18-03 REVISED LEGAL DESCRIPTION 33.01' AND TITLE RE PORT DATE DATE NO. REVISIONS 11/19/03 PRE PARE 0 FOR: GLOBAL FINANCIAL INVESTMENTS, LLC. POLARIS ASSOCIATES INC. PROFESSIONAL SURVEYING LB 6113 2915 S.R. 590 SUITE 17 CLEARWATER, FLORIDA 33759 (727) 669-0522 ' CHECKED BY: SCALE: JOD 1" = 60' DRAWN BY: JDF JOB NO. 01-3113 SHEET 2 Of 5 Cl o -. ;i. < \0 ~ "" ..,. g 8 C! "" ~ ci, ~ "0 o ll.. o I- "" ~ ~ :9 "" DRAWN QiEOOD Q.c. <;l :z :? :ii, 40 I JOF JOO JOD t 81iu-.. ~8.c: L~ rJ 20 0 40 I I ~ SCALE: 1"=40' v o ~ ~ c o (II o 3.8' E WE S T .8 Z:t o c Q) - ~. ~ C '0 .c o 'tl4,7 in ~~ii4f b,5 A v _ lis 1 86- tlo.2 _ i6,. ._~5------" 6' ,wlod fence r n S 1!'~";:\":':.sr:"':t~~Z;';\"'W'j,:':~~='n~;" " ,".' ..., ". ~". PP~ i= __6" ",\\:" ,".'- ~~(~::."d.,(rd:?'::"''':':'' ,,' 9" '1I:P,~ /" .B:-- \ }V "/ /7 / / / / / / /~.., '. ...,.:.,~;~... . ,..,; ", ~ ONE STORY / .'....,';\...~,:..;._.;-: .~.:'~,":~.;::...., 8~ ~ lr-rrr1 // BLOC~ ...,~: ~.,: ~...'.-: :;'". :~~.. .:. .:';.',..., ':.' ~ / / / / ) / / / / / /J :',~~.':. ::'~,>.t<<',':.\...,'~:._..;: jj":,, d - - -- _ to. ':: ~., <: ..:.,.:.~<; .,,; .:"..: ~, ..- ~. '~4.f~'M':{:!,gf}"~:[;,.~' , "ai' ' .,.. ..~ .'~;:~:~::J~~,;1:.~y "". ~nM ~,?~.,~, ,', '86J~,.ij' \.;.." . ','i, ,\- !ff." ~ H~f~ ~1:~~:1U3 b, .# --':::; ~ ", .~, ~~' ~ / '~l;' ~ \ 10",' / "11 / " '~~~~11'! "'~ ~~~ " ..; ~ "nll V, }U%1 "-01.0. ." .".' , ':'(~:;" ''>','' It ' , ~":,,:.,, ,~;' (. T",I ":":~",':':' ...... .. ,:~'L~~~' , .' .' :. , . '. tP' I :-;.-<: 'll\fH~": .:' 'b,~ I '8> It J 10" +~ 82.1 81.31 1o.7 J n w- u. eO'lu. ~~.Q ~ / 1:3 POND I " \< l-:. " . 161t. Ol ,JHJ~: ~ "','1l "1 . 1i'5~ ~ ~ I .~ ;~~ ~~': .~!~ .~l I I ~;r ~~ ..,.~: '. ~~cu~ / A;;S' ft9" s,totion E: " ~R j:~'~: ;'. ~! ~, . i ,;t',: "~ 8~~!, . ia. ~~" ~l'" ~ I : :,,~~ ~I! l5: I~ 9- panel 81.2 :iI-M', ~ ,; 8182..~0' I~, A 0" of · .. t~ .. I I I. I ! I I I I 0> ~ I 19" ~ ,# n: _0 (/)(/) w ;:Eroz 0<(3; J:..-Io ~ <IIJ: ~ ~ <II TI: row<ll On::w ::EU() ZZ OOw ZUlL. \ metol 15-16" shel~ ~_ _ _ an 82 -- --.....:: 5-7" ~~2 ~'t:'~t: 115-34 _ ~., =M..~ ~6-..;~-:'::':J~'~'~" :..;, / --./-5-SO .5~1.~: '. ""~V 'k7/ \U' ";"~o ~i~~,~' ""'\~'~;:l~' ,.' '>'!' "~:~-.,' R.JA.'1~lI " \ " r-1~n .,# 81,8 u'Jr -83 -- -------- :!HF. o~' , ' '''S'~t:R1 , /If,31 __T ~ -7 g" .,' ~ ~ , J ....::r~tf~t~ti ,Nt. ~~I ,~:_;~.,,<::.:~;~,~, '. . I~ '. (' I' ~i<!-'. ',@f.6:" '. .n:..;r-;.po. Efl, : ~$: ..mr\..,~~'::'~,~,' , ti5:1 \~station 110,6 c.. .~ , p.p.~ ( 6-6"]" b. <) i ~ ."5" <) dY~ ll',; "-!i~" ,',' ~:&g'" ~ ~.~. ~,~, "l4,~" ~~ -,' .".... ~p2 .fI.l55 8UI ",.' ~ 85:34 ./l).T' ------ r.o 6"6" P.p,." <J 15" ~ 8" Ii fl. 116.7 ~I.IJ.U. 0 PREPARED FOR: ANCLOTE ENGINE E RING RIU rlrv ;r _ j...!..<r, /flHf(: ' "fU,8, -- ~. .w " If- :!~_~ - I IIIf' ~ "-\ n 872 ..L I I . ~ ~ ~ ,~ _ I I I ~^-,0'\............. ~ u.p;.' H8 9~ I M2 I 1401 ~~".~ '~" J ~ ~ 88.6~ .," ".';' r7?";' c,,' "~~ :,t~~ ~M .; . ~~~' ~ 0 ~ ' ,,~ :;,' i I 88.91 I ~?~ " ,I ~ '. LP.l :pp ~~.l8.llJ ~'~., I V Q) :', ;;:>'iV1"" 0 18U\~ . c ,,-:, .,'~: ,i" 22 >oJ!? 10~~ ~'-''''I ~ ~T.,B, .' ::: 3"(A).. TOWNSHIP 29 S., RAI~GE 16 E., PINE LLAS COUNTY FLORIDA P.P. + ____86-Jlll I( ~8'''''''~ -----1\~~--~ ~:::!!:; ~ - ~ ~or_-~ ~ ., ..r._~~ ~ b,$ c~ 5"4" <) ! . SECTION 6, CLE ARW ATE R, tsH B';""i ~ 'a):'v P,p. 'f ~ u.p'8?6 10" 8" 6" II" ~. ~ . LP1.. ~, \i NAIL IN ASPHALT ':'..\;:. !'t!~h:;':"" :/,",;,"~~:r;:: ',:', ~,:,!:::;,!,.."",..":",.\:~;;:"~,~.":,<:",:"<,,,,,,,\':';~~lt':" , ~ELEV. = 8571 .'. ii', .... ........ ....... .,<:i.rTf'~'"i':~;:~Il.. '~~:}C~S~:t~'j;t; '"' ~O" "'\ 7" +"!f:T,];li~ PoP. "ll1>'.... 12" ~ ~ ':,it;,', - . ~ ~ 10"', 4 IA <# < c':J;?1'i\,;: . n.' ' ;{ ." UP~r4" i';~~~;! \5.5 planteI' .. ,.:..f", ,t;O , 9"12- ~ " 11" 7" 10" ,,,1/:./ · ~ · 8" ""-"ff .' 5" 4" , *" ~O- · . ':Y;;-<',~:' ." -=.L.ji <) <) 1-~ :r, ' 10" 10" 10" . ,", -":';" , .A1.~ ~1.~ . ~ · ,,'~'fJ~ ': > ,'" .,I;!('!Ili'.., ,,'" " ",' .1' ',"'",." " ",,>,",," ~",(,:".," ' :, ',: . "':;'\':::>;"."",0,"), ,:y."., '~,' ":""'~.i' "\'....,;;:'c\:?C":",., '" "',..,.'.::':;';.,:':'/0 ~"'>,::'.t}.:\:'.:':::':<,:i.>:i:-. ,;m~.-~:'''.." , ":-:;",'.";;, ~'~;~,,';~,';;";:'U::t '_, ,,'.,' " ','".' ':: ,.',,' ',': 8,;.,I,C,,: 'll",,:.r~'._ ,l?:~ . ,)"",,:.: ' :--,:::,'.", ,:' .';',i ~ ~.,:~/':''-:i> :,:i":; ". ' :, ,,':. \1tg\f:,::,::::~'~'~"}?' ~ ",:,:.- .4" ',',',:. ,. .. "'B 11771 ',:.\<",;,.."" ,', "''':86,2.8 ...' ':::, 0' : :".::'-:/:",-:,.",:-'.;.:.:, ';.':"," " , <::i~:,:/,H:;::,It~ '~iI1~ 10" ""'--~f!_iJt:::J-1'~';"':' ru::,'" LP, .....~I ',- ;' : lIUI ,:.~~. 11"*,.......-: ~ Ii; ~ ;0.-.;-:1'.. ~'" ,...~~" ' ,II lD.67 /~~t 9f4EFI~~~O~~q&~ \: <.~::~ I::. .~.i..,ru; .J I 88.0 V~~il, ,/ t;.ifV'). h':'Cf ~ ; .. . ',~ JIM 1Ra'lil:..1M '" , 'tl4.1 5~7. ." 5- V:~I;i:/" ~' :?f~~~:_.~", r>; ~,6 ~ ON~ STOR~ MASoNRy ~8"8" lboard .. I ,z .... V ~,,~",,~ '" .', 116 + Ett'l~E ~OW \ \}I ~ / 0 ~~f\ T "". electric, . - . r \eIn 6!)- -yi'. S.C ~~.P. Jl.B8-~ . maso~ ,...... ~~ d -12;"" STAlIOO .1:~7j6 ~ ,".. ,OM WOII ",it ~ _0 I "woll-~ ,0 e 6 7010 )k1k fene ': J :.;. ri5~ ,,":z oJ 87. ' QJ>J( STORY, : ~~ Q,o al'l . - ASONRY ~ 87.i9 86.&t . " 87.31 detail ~ \ ~ Q) Q) 0_ .. 0- _ Q) cN~ C~z\ e-.tJ:t I l~c:io n ~c:i9 \/ ~""":Ol t n I It 1'tI It~ \ I ,/ ~^ \ /' t o~~z ~ ....00 .. <(J "'-- ~... ~ 117.6 ~ I renpe -- 8Ft v g(-..ju. ~ .lL. ......g / / L.p. ,# 1Ir:3J ~' ...,f"A:":~y",'.,y':;"" :,,~ '" :'d~r-",,,,,,,,,'i"'" 17.38 ." 'in .1\ .~,' UI..QO ,'0, ".-, , l7.1~ , 11711"" " ~11" 5" <<1 4- ~ 4-5- /J.P, oM'... 5' 8 /J,P. oM' 87,1 -to lI8.1 ~'P.-: NO MOBILE HOME S, CONCRETE SLABS OR ~ <) FE NeE S SHOWN 10' ~ ~f .:. "~" >,'" 1I,:?:..;9lI,:' : .:.p! "~"~7,.: ."5' ~4"."." ~" <r).- I~ U.GL"E ~ .85 7"8"8" ~. ~ '~ft T"~P,~ i5.5 I I:~ , I 1.~ , T.U.B. 0 I "'''f.. A ASSOCIATES INC 2915 S.R" 590 ~ ,.tJj I~. . SUITE 17 ~ PROFESSIONAL SURVEYING LB1611J CLEARWATER, FLORIDA 33759 (727) 669-0522 wood fence u -to ~ ~..2 89,2 .1/ .1/ PROJECT SUNSE T ROAD & U.S iao 19 8" ~ ",,-, -.-. ,,'..:..., , " ,:',.','J,', . :~:': :: :" ~!-~. , ll.SS 87.48 ", ,fin.C ,:",;',', ~O' r 4" <<1 5.:;'.~ co ~1;6'6. <cnz o. ....J . eoz (/)00 Q)~o ,'W' U.P--.-,. 1II80 11/.,) II.U io.~^ .\7 6' wood fence .116,7 /"oo.r.u.a "",."5-5- ~' Pi'. .--H'" ~ ~r5"6- ... fF~ ns..,"'- ~ 86+5~ ", P.P' .d:1I.B. n J:15" ~ n ../16,4 W.B.~ LP.,M' A( "'\ 10- 'q /J,P.~ iiJ1:;IT 11 <) 16.5 ~f ~.6 , "~' ..'. ..' . '.' ';;::';~R~ ' ',' ",;;".~';".." ;,; .: ~'~:~,',',:~','.?V ' ~ ~:86 "< ' ~'", .~'a ../.,., "W' 0.. . :~,~.,: 6-5" -<4 J.I,P.~ ~,.7"~, 6"9" C.LP. ". 'D ..... ~,7 P.P. ~ ,. " llIUi J.I, . 6" ~ ,. ~ I ./ l ,/ / v - /' Q) 1m g-~4., / 'gioz ~cil:i J ~ c:i detail BE NCHMARK NOTE: ELEVATIONS SHOWN HEREON ARE BASED ON DEPARTMENT OF TRANSPORTATION BENCHMARK 15-95-A-109A HAVING AN fLEVATION OF 87.08 AND DEPARTMENT OF TRANSPORTATION BENCHMARK '15-88-A-110 HAVING AN ELEVATION OF 88.20 NORTH AME RICAN VE RTICAL DATUM OF 1988. (A) DENOTES WATER LINE ATLAS INFORMATION PROVIDED BY THE CITY OF CLEARWATER PUBLIC WORKS ADMINISTRATION MAP 2548 ' (AA) DE NOTE S W ATE R LINE A TLAS INFORMATION PROVIDE 0 BY PINELLAS COUNTY UTILITIES ENGINEERING DEPARTMENT ALL WATER LINES SHOWN HEREON ARE BY SAID ATLASES, NO FIELD EXCAVATION WAS PERFORMED. LEGEND OF SYMBOLS AND ABBREVIATIONS aliL 1. V.AI. ~ .. IJNDER(jR()(JN( CIJJ/..E TEIDfSlCM IWlKER T.v.a . .. CABlE lfLflfSlCW UllU1Y BOX p'p.,M' .. POrER Pac ,II .11 .. O~ UNCS CPo ,M' .. CXJ/8INA1IC1I Pac (POItER.tf>HCWEIc.48LC r. v.) L.P... " UGHT POt! c.L.P. ,M' .. CX>>IBINAlKW 1& UGHT Pac GP." .. WY POt! M,P' ,# .. 1I(1fR paf E- .. WY MIRE IAI .. Cl.ECTRIC UllU1Y BOX (1RANSfawcR) i.PL .. UHDER<1<<XIND POttER PAINT MAlIK :0: .. Cl.EC1RICAL OUTl.ET Il1iI .. ELECTRIC unu1Y BOX @ .. ELEC1RIC 1IC1fR ):( .. llf'awAn~ LICHT E .. APPROXIMATE LOCA1KW lJNDCRCiROUN/) POItfR LINES @ .. IKHTMJNG IIW. o .. UllU1Y &IANHClE I!I .. PrDESTRIAN ~OSSING SICN 1.5.8. 181 .. TRAFFIC SIGNAL IITlJ1Y BOX l5.P.l8( .. TRAFfIC SIGNAl. POt! STrJ/JI aD lIDS ~ ~.A.. c=:::::::=J ~ @ .. W1D/ED END SECnai c1J .. FLARED CND SECnCW . .. ~TE INlD $" STalIJ SErER PIPC Ii I.IAJJH(H @.. SANITARY SE\lE'R PIPE, 1lANH0tI. a.EAHOUT Ii VAL \( R.c.P. .. RElNFORWJ a>>HKIE PIP[ C.M,P'.. 00'iRlIGA lED METAL PIPE P.v.c. .. PlU wm. Q/L0Rf)E D.LP. .. DIIC1U.E IRaI PIPC v.C.P. .. \f1llf1fD CUY />Fe RJlI 0 .. APPROXlAIATE LOCAnCM U UNDERCROUND u.G.L GAS UNE IIfflf GAS VAL ~ GAS IIC7ER Gl ct GAS UNE IW/NING SIGN i. .. BUII1ED G4S UNC PAINT MARK 1.5. T .. TRAFf1C SIGN l:lII . IIA/LBOX TOP U CVRB fUV, Fl 0fII./NE fY aJRB mv. EDGE fY PAKllHT fUv. TW U aJRB fUV, EDGE rF PAKllHT fUv. TREE LE GE NO 11 i. .. /JNDERCRO/JN() TEUPHCWE PAINT IIAI/K W.8. 0- T U.T.AI. 0-" APPROXIJJATE L0CA1ICW U IHlfRCROC.WD ' TE1II'HONE CAllE 11111 1ELEPHlMC 1fllJ1Y BOX , uraRQlOOII) 'fEJ..EPH(JE CAllE IrAI/NIIG IIARKIR 1.p. ;M' .. JUEPHCK PaE f.o.lL t .. UIlUCRWND R8CR WllC Lu.f WAIltH MARKER f.1i ... ';(O. ~WND fIBER OPTIC WE PAMT MARK ---1,lv. ... w~.. APPROXlI/ATE L0CA1ICW fY lHJERCRtXN) 1M1fR . II(. UNC tIIJH fIlE HnlRANt WAD VAL\! " IIClER . i. .. WATER UiE PAINT MARK R w.v.... RWL -DJ-. APPIlOXIJI.4TE LOCAJJa4 U CJII)fRCR()(N) REIISE WA1fR fill. UHf. RaISE WAD VAL\! ~ MC1fR X .. RflIS( IlKlCR t6E PAIiT MARK II II" 8' OWN LWK FCNCE IMI.ESS OJHER\lISE HOlED d .. PARKING POST OR BlltARD .. PRWANC TANK iXJNC. :,:.": . . CJCWCRCJ[ IoSPH h:,','/~'>'.<'::"I .. A5I'fIAL T f.o.p.r. .. flORIDA DCPARDlEHT U 1RANSPMTA1KW ~o. . STAlE'R(Ml) DEPARTlIENT o.R. . cmaAL REcaIO I1()(J( P.Ls' .. ffitRSSIONAI. LAND StIR~OR 'LBJ .. uaNSED 8IISlNESS IUIED OjA .. O~ D/IIEJJSKM p.ac. .. PaNr fY CXUEHaJENT P,IlR .. PaIIT ~ BECIIIIIG f .. CDllfRLIE R/W .. R/QIT-fY-WAY ELEV. .. aEVA1KW fIR 0" FOUND IRON ROO fIP 0.. F~ IRON PIPf SIR 0.. SET '/~ Il(JI ROO .t CAP LB.I6I/J fOJ D" FOON/) awalE1f &Ia<<1IIENT SHItO o. SET NAL AND ll<<S$ lMSK LBJlill;s F1fMJ 0 '" F()(N) NAIL NlJ trSK ,(P) . BEARlNG;t1STANCE PER PLAT (0) .. BEAJWr;t1STNa PER DfEl) C6llIPJ/ON (f) .. BCARlNG,/fJISTNa PCR mo I.IfASlI9IEHT (c) . BEARlNG,/fJISTNa PER CALatAJICM T't1'ICAL SPOT flEVA TK.WS (~ SHOtIH) i:~". ED<< fY PA'tfJIfNT fl.fv. 96.18~ 't' GROUII) cuv. 9~2 "It- &a:fI~ CROUWJ mv. 95.~ 12" (!> = 12" OAK TREE 12" @ = 12" WILLOW TREE 12" Q = 12" /MULBERRY TREE 12" ~ = 12- !PALM TREE 12" ~ = 12" ,CHINESE TALLOW TREE 12" <# = 12. MAGNOLIA TREE 12" ~ = 12- CITRUS TREE 12" ~ = 12- EUCAL yprus TREE 12" . = 12- EAR TREE 12" .. = 12- PINE TREE 12" <f = 12- CEDAR 12" <J = 12- TALLOW TREE 12" 41 = 12" MAPLE TREE 12" ~ = 12- BAY TREE 12" ~ = 12- OTHER SPECIES 12" ~ = 12- CYPRESS TREE 12" ~ = 12- PECAN TREE 12" @"" 12- BOTTLE BRUSH TREE 12" @"" 12- CAMPHOR TREE 12" @"" 12", CHINABERRY TREE 12" ~ "" 12- PERSIMMON TREE I( E { ..A ~~ S.CO'18i :f'. SANITARY ~ PAINT ~ ~.~ G.. G TYPE OF S URVE Y: JOB NO. 01-3113 2 02/02/04 01/29/04 IIlSC. AE\4SIONS ADDEO EASElIENT OATE: 08-16-03 BOUNDARY & TOPOGRAPHIC SURVE Y 1 SHT. ~ 15 NO. DATE RE \4SIOtlS ,tJ>f>'O BY SCAU:: 1" = 40' Of j, r [, ~J 40 20 0 I , I SCALE: 1 "=40' Cl o .... ~ ..... o :t g 8 C:! .... ~ M o 00 ~ '0 o Cl..o o ?- M ~ ~ ~ M .... DRAIN JDF QlEQ(fD JOD Q.c. JOD c;l :z :::I :r; VI r ~5' ~-NO MOBILE HOMES. CONCRETE SLABS OR FENCES SHOWN "" I.'IA MATCH LINE SEE SHEET 3 \ \: .... i p~ ~ .~ c ,. ~ o I ~ )lllQ ; 6';P I T.i >r ,: fe()~~ ~l&~ I · 04':~ ' ON 1 li9.,:Ql 11915 ~ .78 /~ '9,j1P ~,d 0 ,I . J I 1 , 9" <<I 40 , is.2 M.3. Ll 1..1II "~ :,~~''', .-:-,.;. ~:)~~" , ':~~':'~.6)' J 7'" if ~! l..~ fence 0,3' ON T. -w;J-3f L:. ........... 75 .. '!L~ ,:; '::"::':':"::~',,:,,"'" . . . ~ . . '~'" , ,0 / flj ;!;, "F~'" '". ., '''',.,',.','' , .' ';. - '" 1 ,'.':',' ~,~ ' V ;,"::. " :.;:.\ ;', i ", :.'~ :'.'~:~\ '..'."', '.:-:: . ""::".",;."":,,:~,,,, 5':f/ ~." ~O" 1 10" (i) , IS" .,. 164 :' J" " + fO'O 19" ,';;7<( [I'" dO'''' ,,' ~~ ~ P.r. 5>> .." ~ (l) NO MOBILE HOME S. CONCRETE SLABS OR FENCES SHOWN "CHINESE PAlM q) 20 o ~ c Q) - ~ U.s. 0 1. 0 6" . <) .. <) -'" ,S; L.P, 4 ./ P.P. .-- P.P. ./ '=' ~! '< / '; ~, -- ~ ~ ~ LP. '-0 ~,lji 18 ~~t~~' 9.0 T.S, ~ ~68'~ I I :,' 1'-1 ' ,. , ...--' 1}g,67 p.P , ,. '; 1ls.3 _not f9,und per CitY. of clearwater atlas 4 18. o~ '~,41 ~.~ b.3 .fl ""5" ~ 15" ~ L :~" Ji,~" " " 1ls.7lI , ' 8&: ~" ~~ - 7""'.~ - 1.s. -\ .,.. _ _ -" I T ~jlQ I I I I I I di.+J ~3 I I LA~~ ~1~ ~r~ \ ~~1 ~~) 'I~' :l~ / ~1~~:1l'~61 I ~.... I/, ,... I ~~ ~ I ~V' ~ I I I b. MI9 Il4 ia.4 llI.~ ij.~1 flll. ~6 I ~'~~T I ~6 .~1 ,~Q 67 ~gQ" ; QIU ~II'V = R'Jl~ . . :-ilK ", .. ~ 4.' l l' oj :ff "wlJT *",,5,11'" ,':"': ' _40','~~ ~1~'~'~ ,~ " f.;'<" , 15"lt~- nt"+&"~ ~ ~~ T,V.8. . 't:U1J,lL - - - - - - - - 1- 15"'~&; - - WB, 0 APPROXIMATE LOCA nON .,/ T,U.~ ~ (8. E~~E~~~~AO~~W:~OK I I 3675. PAGE 64 I I I I I I I I ~'~ :: I I LP... ) I ':;"",": ,:,"',~~~:/-r.:,. ''',:; "'~'I:.~rT::~ .;." :,.' ~~r;': ,}~ ; , .','.,:., ~'~}u.i; ," '.',~.... ( / I I( I I I I I I I I _ _ _ _ _ _ _ _ or- ~T.J.:'6 9 W.B. T.U.B. ---- ---.-, I ""I I .."~ @, I I I I I I I 11" I]"b" (# ~I' : I I ! J2"' ~ I ill,. 1.f!tJ. T.U.8. T.q,~ \ I I I I I . ~1,~ " " \~!A .' ,',', ..,'. "'1,,'" ... . - ..',' ,/. . . .' 6" R!l81 f\', W^"ri f",n,.", ~~-'48. 47" ,.'1.11:. '7f:\- ,.v. ~ '\..), 9"/ ~y Q;),l)U F,Ii ,-1 ~:. ~ kt f?.und, p clearwater atlas .-""6" (l)4"5"8" 8"9"8" 10" ~ (l) ~.>. ll',p. ia. 1.5. T i5,9 - i5.4 0- 10(j, 7"8"8" + 85.r !8 I 12"7" ~ ':'~: ":'<,,;-' ,,. ,.-c:';, , ia6 B l 10" .,. ia~ 3"P,V,C, LP,a' "~' ,:" '~'.'.:':<~(;:~~~:'''~'''.;:':':'; . "> ",' .-\".'. LP. :':;'':;':.:, ". ~H&.U.. I . I .'1':. ,', ;,..~ '" : ':~'<""'::''':''', "-",,,' "j '. .": '.', "~~1 :.~''4.Jl:",,';Il,.,.v.,',a4. .V'."'s6i,,(~.' " v:" '." .' ." ~,!I '.,,', :""I.;~';' l~\:. ~'~ j"?> (l) , ':'~~' \41 4"~.. 4' ,)"5ii_ - .. ..~~it 1~,87' ~.~ I jr)1~v:)hl'2 I I:"~'~ APPROXIMATE LOCATION I I ' I OF FLORIDA POWE R / '+ EASEMENT, O,R. BOOK I I 3675, PAGE 64 i,6l! ~,gl I J ~~'~ i5,~ ' AI '.' . '":'"' '"7" - co '01 I I , , t I -'I ~l~ ! -- '!~~~~~ ~ ""~ ~v. ......', 68.:1 .:". 'P .0 ',',...w 1f;'7~40""~' , '. 87_WV."""' ~7'6~'1'$" ~ ~ _, tS. . :----- 07.. ,,~T . .."'l ,,-";' . _ _ ___ 6~.RR' b~~~~'~'~~~nd"".r~~:~",',,,, ,.,~~' i~;"""1ls.~ "~1~;"; ~ >erlly. of' oi.~ 116.,311 "'iJ\yg ~qt~~.~ ~ ll8.29~~ " '~' aU4 '" --'.0 '...4 I ~~n~ ~ ~ i~.' k~~~<NCHUARK"'" ' ~J~5J .. II ~ NAIL IN ASPHALT ~~ I .~ I LEV. = 88.39 5"7" (l) T.U.B. ~T.U.B. 1. 8. ,'~H flll..l " , "ll!l~ '';,10,', " ,m;'.ll! . . . :::',.:~ ~H~ ..,.,~, .... [~i~' , , ' :~ ,:,:;', \&.24 . ,~,. AA~? \ " [1' 5. .',',', ~ 16. ",", , 68. '^ ~ L!\ 6" 3Il l;.... <SO LP ...Ii\l.. :.". l .4' ~' " '~li , ..~, . .' : . ~.. ".,", 88,7 . .V.B. T.V,8. .4 ~'1" ",.86'~ 1 '!I:l. ': ';~'n~ ~" ~ I , I I ;J _.-J ~--- I I I t .. I L "'~'8 4 iM' ' "~i' ~ I~ 1" d ~ k , lli14 Ip~ ~1~ '. """, "". .. LP ",' ;.,' ~= - = - a" iI .:~ ~-5~ \ I · J~Ato.: ( .2 ,6 T.V.P.u.B. ~ ~ (j) t1I 1 " ~ : J, " T.U,B ......,&o,IUB. 'J.v.s. ... W' . ~ 1-0,6' off APPROX ATE LOCATION OF FLO A POWE R EASEMENT, O,R. BOOK 3675. PA 64 8,0 (J ___/1 \ I I I l ~~ ;; ~,5 _110& _ _ ~ -- ~T.~j8-Ab 'J 01 f1FV" I ~~Bffl., U'l 1/ ;. I I'!N"" ( ~'_R~f(' \'1 " : I -~ I I~~ W8. ~ ~ r i! 0" 1.:16 ~, IW ~I Rli ~ '15~R.C,P, \ ~i n1a~a.;.;~ 0 :,,'~'(" P. '] I :~QL~;~ =,-a:-3r 1711 ~. W 11IV. '" ti,2. {g. I I ~'I II \ ~ I,.~~" ,~~ ~l:.,o ~,~ ,:\5Y ,6 10" I\~ ~ W.Ii,~,5 ~ '~ , ,\~iI~ ~ ~ ':;. i'i&~ li~~ -.... 10.26 1lO,31 ~:...--- 1 ~ ~" 2.:1~ M.~ / \ ~'. :'; ~.5 QI o ! t '0 o o ~ c ". "- 1\ ~' Il!)- - I I L:_11 I I I I I : : ~~1!f.M I li7-~I~= I I I . I I .'--' I _---I _-1_-1 ~" @ 0"4""" <<I , I '--.../ I ~" 11\ I , APPROXIMATE LOCATION I OF FLORIDA POWE R I I EASEMENT. O.R. BOOK ~~I 3675, PAGE 64 I b.4 _ _ _ _ _ _T. ~ r.u,B. - - - - - r- -;.-JWB. \.0:1 I ui~11 I ~~zl ~~I~, (j) 8-9" 36" ~ ~~I ~,fW'..."- '>If ~ ~ ~ UlI H INV. = 78.00 "'" W~l s IllV. ~ 18,00 - I 0 ~I Z I I ).2.21 1 I , ~,Ob ~,o -Al' i.~~' I ~,l<.' 1 . PPROXIMA TE LOCA TION/\"',, I I I OF FLORIDA POWE R I', , ~ I I 174 EASEMENT, O,R, BOO I \ 3675, PAGE 18" I I I "6"S I (l) ~ 1 S:7 ~ [J;>_ , ; I I ~ , I , I I I , I ", I I I I I " ' I I / W.8. 0 tl 6 7"9"1 1" 1~11 !4 Q, i1.~ ' <' J .26" Q, w . Jt( /."" ' flU. <SO 10" , ( . I I 6"6-.." ------- ~&, I I 110 I 1<) I I I , I' I ~1{ I ,;,'~ I 0" 6" I !IV\,. I ~ <t ( Ii. 6" r:U.I1. 7" ~ W.B 1. V.B. 6" ~ ~~ ~.O 4 .' ,'8i,~ ~~;l1'~ :' a:: .0 6 UlU) ~mZ 0<3: :x:.J0 Ul:x: ~~Ul ~ OJWUl On::W ~ ' ~UU d' ZZ 10 / ~8~ im~': ':/\ AP~ XI~~~~ ~~W~O I f~\ EASE N~ QR, BOOK 36 ~~ PAGE 64 "- I i%", --r ,. : ~.'mr JJ?, ... r ' APPROXIM~TE LOCATION:1 ;", ',: ~JL - - =- = = - _ r.tt.B.f1C{P B OF FLORIDA POWER ~""'. ~ <<I EASEMENT. O.R. BOOK ::~ I 3675, PAGE 64,'" -i ~ : I~ ~ I~r' I \ l~l I, ~ { : IPS, ,... ~ 85~ ~. 130 0":" "I ~ ~ ~~~:~' ~ ':.~ '.", --,~ 113,9 ,6 ? 'i~i'2 , I (j' , T.V.B,. .... ,',' k ,u. : \ \ ~j5' ~,:~ MATCH LINE SEE SHEET 5 \4,0 ~U.t 1.V.B. \3.J.U.B. W.B, r.u~ .2.~ '~~f .P, ~ ~e 0,0 O-B 0" .." POL ,fS ASSOCIA TES INC. ~~:fc S1~ 590 . PROFES$IONAL SURVEYING LBj611J CLEARWA TER, FLORIDA 33759 (727) 669-0522 PREPARED FOR: PROJECT ANCLOTE ENGINE E RING SUNSE T ROAD & U.S. 19 ~~II r /:: d;-.tail 0- cat: ,,/ j~oo r llq) o,lJ.. c'<tlJ.. Il~ OQ / t - l-[eo):e J 0.4 /OFF " t - :,."1 i,.;l-~&.9h - 'L ~f~." 3 13"6.6 '\ ~ . tf,6L..,....' ~ vOJJ~ :.;,,:a '"\1 .. AJ<7n :~;..'~': 9"- I A .. ',' : <f l IH I ~":"<.'::: ~fl .,' .. sprinkl er :du.2 ~f.o;I;J~ ~~ ",...,"', ~~",; 89.7a;" 1;9, ~- . ..-7t A - ~ "6" Df.t.~IllI'r.V.8. 17. @ ~~8 9~~;qj l't" ~,88 91;14 "~').j~~{ . . .., 8- ~~.81:. . tf>. " .. 19,~ III 89,5 i\ ~~, ',!!; ':'.' ~~, .' ~.~ . 'W.07 '~", ' 'k9,4 -~~ ., " V'~ ;, ,'<'~1!:r;?~I~:~ ~.lI. , ' .' til,.5p:,>:, ' 18.70 , >~:lln:' "" "0"- ""6"r <<1."6"6" 8" <""" ~ ~ INV';'AAM ~ / '"'7::,,:,':';-1', 'fi ,,: : 'rf& ::", " " ',"":' ,/ l~' ...'.., .. . 5"1() !!;\gj:<::" <) 69. ~:\~h': 5".} ~:l!:t)/':, . (~t .... ~~tO;~nc' " 1.0' ~ ~F i-:)-l) ~ 12" '<1 18" + 5" .,. ""6" ~ 4" <:; 12- OAK TREE 12" @ = 12- ~LLOW TREE 12" ~.. 12- MULBERRY TREE 12" ~;; 12- PALM TREE 12" ~.. 12- CHINESE TALLOW TREE 12. <#;; 12" MAGNOLIA TREE 12" <)> = 12- CITRUS TREE 12" <e>:; 12- EUCALYPTUS TREE 12" ~:; 12. EAR TREE 12" <If:; 12. PINE T:REE 12" . = J2. CEDAR 12" <J = 12- TALLOW TREE 12" ~:; 12- MAPLE TREE 12. ~.. 12~ BAY TIREE 12. <<7 = 12- OTHER SPECIES 12" <1 = 12u CYPRESS TREE 12" f).. 12- PECAN! TREE 12" * = 12- BOT1l.E BRUSH TREE 12" @.. J2. CAMPHOR TREE 12" @:; J2>> CHINABERRY TREE 12" ~:; 12. PERSIMMON TREE TYPE OF S URVE Y: BOUNDARY & TOPOGRAPHIC SURVE Y SECTION 6, TOWNSHIP 29 S., RANGE CLE ARW ATE R, 16 E., PINE LLAS (OUNTY, FLORIDA r LEGEND OF SYMBOLS AND ABBRE VlATIONS ; , T.v.". ~ '" 1Nl000CRWND CAStE lEIDfSKW IIARKIR 1. v.a . .. CABLE lRE\1SIGW UTlU7Y BOX P.P.,. .. POr.fR PaE o.lI.L -," .H' '" O~ WES c.P... .. calBlNADON Pac (POIfR;f'H<lif/CABIL lV.) LP... .. UGHT paf eLP. .. .. a>>IBINATKW . LKlIT POLE G.P. AI .. WY paf U.P. AI .. UETfR PQ.E f-- .. QJY IIIRE ~ .. REClRIC UDUTY BOX (TRANSFlt<UER) i'l. .. IJNOERGROUND POVtfR PAiNT I.WiJC ;0: .. ELECJR/CAL WIlET fill .. ELECTRIC unurr BOX @ .. ELEClRIC UETfR ).:( .. f)f'~n\l[ U<l/T E .. APPROXllJAJt LOCATION CWDERCRCM() POIIER UN(S @ .. IICJlJaiING IlEU. @ .. U7IJTY lI.4NHac I!iI .. PUlESTRIAN C1lOSS1NG SIGN liB. S .. 1RAFfIC SGNAL uwrr BOX T.s.P. _ .. JRAFFIC SIGNAL PaE SIWl ~ NITS ..A ~ ~.A.. c::::::::l ~ C9 .. filTERED CJID SEC~ CO .. FlARED fHD secnON . .. GRAJt INL.CT @ .. STaw 5ClIfR PIPf ct UANHac $" SANITARY SEIlfR PIPE. 1lAHHaE. aIANOUT . VAL \of R. c.P. .. REJNFalCfD m<<1lC1E PIPE C.U,P." calRUCAlED UfTAL PIPE P.v.c. .. my wm. ClLOR<< ALP. .. DUCTlf IRON PIPE v.CP... \f1RIFIB) aAY Pff Ileq, G HliI 0 .. APPROXJW.Jt LOCATKW CF UI/DCRGRO(JN/) G. V. U.G.L c..S UNE rI1H GAS VAL \of. c..s UC1ER ..a. ct c..S LINE WARMNG SIGN ;: .. BURIED GAS UNC PAINT IIAAJ( T.5. T .. T1WfIC SIGN llII .. lIAILBOX il. .. UHOfRCROWD JE1.E1'IIM PAiNT AW/K W:!.O_ T II. TJI. 0-" APPROX/UATE LOCA11<W ~ UNOERQlOUND 1EIIPI<<ME CABt.C IIIDI lEJ.E1lHCWE V1VTY BOX ~ JE1EIIIOE CAlLE WARl'tWG IIARKfR 1.P. .. .. 1ElI1'HtIE Pat f.OJ/. t .. IMlJfRCROOW) flJER Cl'1IC LME WARNING IIARKER f.1I. .... ;{O.. 1H/ERQl0Cllt0 flJER Cl'1IC LWE PAINT JIARK _T w.v. ... W~.. APPllOXJIlATE LOCAJ1(W (I' IHIERCIIOIIf) WAD III LIE IIJH Fl/E 1frMAHr. IMlER VAL~.t UC1ER, i .. WAD LINE PAJJIT AW/K R.1llV..... RWL -BIH--.. APPROXIIIArc LOCAJXW ~ ~ REUse WA1fR ..RIll LH: RfIJS( WAD VAL \of .t UC1ER X' .. IlfIJSE WA 1lR LIE PAMT IJARK )( )1" 6' awN U<< fEJK:E lNiCSS OHRlllSC HOlED d .. PARKING POST CW BalARD .. PRCl'ANE TANK ca<<:. ..:.": . .. caK:RE1E ASPH 1::{lr:C<;~'!:!1 ~ ASPHALT f.o.o.r. .. R.aaDA DEPARDlENT iT TRANSPalTATKW s.R.O. .. sTAIr RO.4O DEPARnKNT (lR. .. cmaAL RCCX1iD BOQC P.Ls. .. I'R€HSSICWAL I.AJI) SUMYCW LBI .. UCfHSED BUSIIlfSS MMBER O/A .. O~ lWEHSlCII p.ac. .. PaNT ~ ~T P.o.a II I'QNT ~ llEC>>IIIIG f, .. CfN'TERUIE R/W . RJQlHJF-WAY a.cv. .. a.EVAJKW FIR 0 .. fOUND IRON ROO f/P 0 .. fCllND IRCII PIPE SIft 0 .. seT 1/2" 1<<11 RW .. CAP LB.16"J rCM a II fOUND camrc IKlilMEHT SN.tD 0.. seT HAl. IJI) lltASS aSK I.BI6"J fNM) 0 .. FOUND NAIL AID DISK ~P) .. 8CARJNG/DISTANlE PER PUT (D) = BCIJIJNG/DISTANlE PER WD I6:RtPJKW (F) .. BENlINGjlJSTNa PER fflD IJEASVIIE1JfNT (C) .. BENlINGjlJSTNa PER CALCUAJXW nPlOO SPOT ELEVAlIlWS (,. 9fOIIH) 96,65 ~ (I' PAWlEHT mv. 96.1~ 1'1~ GRaJND w:v. 95.2 Itfl",+ GtWIJ w:v. i5.2t. ~ E: E 6"7"8" /- ;;' , ," 4..... ;1;< .. I~'" ~9" ~'~l . .' "'A:"'~:IiY:'/;'" ~. ',- '; ~ I ,"'~ ,'. ~" 'kle<I~..",~::, " '. ~VH-lIlII . \p.P. 0/ r ,!' ," ;;~';~;ll.9:7:~"'F.P. ~I"~:~ ~ s ',. . , ,- R<l1V. " 'W') (':"'~'~$~ ~~Jj . ~.. ~.; :.' _............~ lI9:32..~' ~':~;.:~~'.:~,'.; :.......:. " . I~l . ' AI,8, , ' ::11. ..., j.',',', .,'" !~~;\ ~ l~, IW'I . ."J IIa .: ,:.:.~"".. : :......!:L6;..~A ~..~~ r.-~".A', . . '. . '. . .' ~i2~~'~~lN ,."..: ;.,~""~ ' ~~' W',;;....:'~.,', ~': :"ii;;l<?l?~':/'~;f; I~ .. . " 8UAJ.l1? ,"'.! :~!ll).lA ,,", 88.61 ~o 1ls.72 ~"~I~ ".'I.'n:';" ',!~I..":"H",..'r.1:"; 11.4 E1fV = 8875 '~,~ '- '31 5',',., .s" , - --- '~i? \lI AA'" 88.43 ,'- '; , :,;'/ ' :):AA ~3 10""'" " 88,~. / ~.~".:,.';:\;"~/;:1!,,~V ~ Q" \ ,41 ~r ~" i3.1 \&&:100:', iiii:~\Q1 . 1<; ~ ~ "V pi1 "Y(il.) ~ la,s ii8rt8siij' ~ 'Ve" 1&26 ~ 9" ... ~1O" s.~ s.c.a.8 .j'-.. SANITARY LINE PAINT lIARK 2 D2/02/04 ADDEO EASEt.lEHT NO. DAlE RE \/ISIONS i 1, II T(l) ~ CVRB REV. R.OUE ~ aN/9 B.Ev. CDCE (I PA\OENT a.cv. JC1> (JF awB fiEv. CD<< ~ PAIOOJ' B.Ev. JOB NO. 01-3113 DAlE: 08-16-03 5HT. 4 APP'D BY 5CALE : 1- - 40' Of 15 :1 ,. 11 l~ ~cr 40 20 0 I ~ I SCALE: 1"=40' Cl o .... ~ <'l "'" :t g; ~ <'l ~ o cO ~ d j:l., o ?- M - ORAl JDF JOD Q.c. JOD ~ ~ :9 <'l alEe ~ :z :;:J :i: h_r.~~ T.P, ~.B. .- ~~ -...J .J I tA~ I ) 7 7 3 ~~~- 5" 9"9" (f) \il )8.8 r;:;-' - 5"7"15" 9.0 \il B 6"10" (f) 40 I 9" ~ J" ~ ~-'".- WS. ~~~'" ~"5"7" ~ jU ~6,ff,7 "- T.U.B. 0 74.0 18" <1/ ")12 14" ~.,i!I 7" <1 [ 0.9 I ,.0.,'7 1~<1 14,4()' " 13" 5 i.~, o'~ .Q"~ 12' '0 t.2 8 ... :.... ,l ~tl ~,~ /J / tl?o/ ~ IJ / ~rr I ~q ,3: ~ 3 v- ~ 0,8 1O~1" " 7 a" 1.85 4" IS") \ ~9: 8 1~~0" \~ <1 ?i8l\ \'" I~ 71.~4 JO" 12}11~5 ~1.0 ~ 8" #// II" <1 POND I I I ~) I~ r- / I Ii + n", .4 ....~ ASSOCIATES INC 2915 S,R, 590 ~ ,n.~ ' SUITE 17 PROFESSIONAL SURVEYING LBj6113 CLEARWATER, FLORIDA 33759 (727) 669-0522 PRE PAR E D FOR ANCLOTE ENGINE E RING MA TCH LINE J \ TA 'I ~~ , pf --is ___-1 ---- -W.b f)1> P, ,,8. j ]7" I ~ (j> II SEE SHEET 4 \ v o I '-\ j .x- I .~ 4.19 $.51' ,,: -~ ~1 : l 80 IlO B I' 0 "I ~,09H? ' ~ 'Ii. -5 8U W. \ ----:l~, P,p, ; P.P"" , , -.. ~ ' r < lU. 2" t;:'\ '83, .. ,81 .,,:, ~IU &fV - :P)85 1U81~ it'" --:-:' ~tu.71 ~ m~: : ~i50 ,"-1 8.i66 163.4<1 "'~ / 1l'11 _ bJ;,r.v'l"U t9J ~Olil ~ 8. 2.9 "'" ~~. - 8: ," r : ~11 . 2. 3. 'p l , .JII>, p, / ~ 7838 ------------ -- , ------~ ~ PROJECT: SUNSET ROAD & U.S. 19 -------- ------ -------- ------ - - ----- - - - ,----- - - ----- - -- TYPE OF S URVE Y: BOUNDARY & TOPOGRAPHIC SURVE Y o.H,L -A ~;1 s.c.o.s C.. SANITARY UHE PAiNT IINlK ~G 2 02/02/04 NO. SECTION 6, TOWNSHIP 29 S., RANGE 16 :., CLEARWATER, PINELLAS COUNTY, FLORIDJ\ TREE LEGEND 12" (j)... '2- OAK TREE 12" @ '" '2- WILLOW TREE 12" Q... '2- MULBERRY TREE 12" ~... '2" PAW TREE: 12" ~.. '2- CHINESE TALLOW Ef 12" ~... '2" MAGNOLIA TREE 12" <)... '2' CITRUS TREE 12" ~... '2- EUCALYPTUS TREE 12" 4>... '2- EAR TREE 12" .... '2" PINE TREE 12' <f... '2- CEDAR 12" <J... f2- TALLOW TREE 12' ~.. f2" MAPLE TREE 12" -4.. '2" BAY TREE 12" ~.. '2" OTHER SPECIES 12" ~ '" '2" CYPRESS TREE 12" t>.. '2- PECAN TREE 12. * '" '2" BOTTlE BRUSH T1i E 12" @ '" '2- CAMPHOR TREE 12' @)... '2- CHINABERRY TREf 12. <S>.. r2" PERSIMMON TREE LEGEND OF SYMBOLS AND ABBREVIATIONS i r.v.AL ~ .. UNOERCROUND CABLE 1fIDfSI(W IWiKER r. v.a . .. CAStE JfIDfSl(W (lTIl1Y BOX P.P.... .. POIlfR PaE A> AI .. O~ L/HES c.P. ... .. CQlB/NAOON PaE (POIfR/PHaIE/CABLE r. v.) LP... .. UQI1 PaE c.LP." .. lXJU8INAOON Ie UCHT PCU G.P." .. WY POtI ALP. .. .. lIDfR PCU f-- .. WY IIIRC ~ .. ElCClRIC unu1Y BOX (TRANSFCWUER) i .. UNDERCliOUHD POYER PAJNT UARK ~ .. ElCClIlIc.4L WllET 181 .. EUClIlIe U1lJ1Y BOX @ .. UEClIlIC UDfR ):( .. llfcalAIM Ull/T ( .. APPROXAlAlf LOCAnON UNDCRatOONO POD LlNfS @ .. IrKNTr1lING IIflL @ .. V1lJ1Y llANHaE IlJ .. I'f{)[SJR/AN CROSSING ~ r.s.8. IilI .. TRAmC SIQ4Al UJlJ1Y BOX 15.P. __ .. 1RAFFIC g(1IAL PCU STMJI aJJ/8 INlErS ~ ~ ~ c::=::::=J ~ @ .. IJ/TfRCD END SEcnOtl c:!] .. FlARED END SECl1CW . .. C&Jr INLET @ = STcxu.I SEII(N PIPE Ie IIANH(u @= S4/lTARY SEIlER PIPE. UANHaE. aEANOOT Ie VAL~ R.c.P. .. RElNFa<<D ctWCRC1f PtPE c.t.LP.- ~JlD UCTAL PIPE P.v.c... pay wm. atawc D.l.p. .. DCJClILC IRCM PIPC v.~.. W1RIFIED aA Y PIPE IQlI 0 .. APPROX/IIAJr LOCAJKW (y" IJNlJCRG1lOOND V.G.L GAS lJIC WI1H GAS VAL ~ GAS lIDfR Ie GAS lJNC WARNING SIGH ~ .. 8URIfD GAS LINE PAlNTIIARK r.s.... .. 1RAFFIC SIGH llII .. IJAI1.9OX TOP (Y" CVRB fiEV. fLOIILM (Y" QJR8 ncv. ~CF PA\OO1 REv. 101' ~ WR8 fiEV. CDC{ CF PAKlIfNT mY. , Il i .. UNDERGROUND m.EPHCWC PAJNT IIARK T.U.B. 0- T IL T.II. 0- - APfYiOXIIAlF LOCAJIClI CF ~ 1El.EPIKK CNJ.E If1H TEJ.IPH(JNf U1I.I1Y BOX lJII)[Jl(lt()Ut 1ELEPHlK CABLE WAIlttWG UNll fR T.P. .... - JllDlHC>>E Par F.0.1I. . - IM/XRGROUII) FlJfR a>1IC UIE WARNING ~ F.H. ... 10. /INDfR(jR()UN{) fIJER a>11C LI/E PMIT JIAI/K _T IIlI/: ... W-1HIl}-- APflR(lXAIAlF LOCAJICW ~ l1NCIE:1<<1<<XH WAn: ~ III lIE If1H FflE HWJRANT. IMlER VALlE' .t IEJl i - WA IER L.WE PAMlTIW/JC R.1Il~. RWL _flII__- APflR(lXAIAlF LOCAJIClI ~ UNlJCRC1lWND Rar. WA1fR "RIlt LM(, REIJSE WAIER VAL K .t AIEJER ~ .. IIE.VSE ilium LIE PAIIT IINlK )( )(" 6' OIAJN LINK FCNCE t.WL.fS$ 01HERWSE NOlD d .. PNIKIIG POST M Ba.LARD .. Pf/CllAIE rANK ca<<:. .:"':" .. caiCRE1C ASPH r":'i:/:',<',I .. ASl'HALT F.D.o. r. - fLlROA llfPARJllENT CF JRANSPatTATI<W I SR.D. = STAlF ROAD DEPARDlENT o.R. .. CfflaAL R!C(I/f) 8WC P.LS. .. Pf<<RSSlCWAL w.o SlJ1MYat L8J .. UCENSED IMJSlIESS MMJER O/A .. mwu. DIDSJ(Ji P.o.e. .. PaNT OF ClMIIENCDIENT P.o.s. .. PCJH1 CF BEGINMNC f .. CEN1fi4ME R/W .. Mll/T-OF-WAY EJ.Ev. .. flEVAllCW FW .. .. (OOND It(W ROD fJ' .. - (WHO IRCM PI'f SIR 0 .. SC1 '/2" flew ROD Ie CAP L8.J611' fQI D" FWND WK:RE1E IICWWENT SN.tD 0" SC1 HAl AM) BRASS DISK LBJ6IJ' FNId) 0 - (WHO HAL AM) DISK (P) .. BEARIiG/MTANCE PER PlAT (D) .. BEARJNG/DISTANa FER OCID DCSCRf>l1CW (F) .. BCARIN(J/fJISTANCC PER FIElD IICASVI/CMCNT (e) .. BfARING,hJIS1ANCE PER c.4La.tAJICW 7'1P1CAL SPOT nEVA 1Iews (F SHOIIN) 96.65 EDGE CF PAVDlfNT flEV. 8\ 18....... 1t:\1....... GROUND Rfv. 9~2--,.. 96 68 GIlOfM) Rfv. a5.~ .:"--,.. JOe NO. 01-3113 )( ADDEO EASENENT DAlE: 08-16-03 SHT. DAlE ~ ~SlONS AI'P'O BY SCAl.f : 1" '" 40' Of a a ,~ 8 .... ~ 9- \0 ~ g I t ,.,; ;>- Jj ...J -< () en ~ ~ ~ ~ - " '.z; ? ,:'d ~.----------"~.7'::'':::=:::'-..--- 60 , ~~z .30 0 rn-I SCALE: 1":::;60' LINE TABLE LINE l1 L2 L3 L4 L5 L7 L6 L9 L10 L11 BE ARING N 69.46'13"W S 70'33'16"W S 70'33'26"W N 67'59' 30"W N 69'46'13"W S 01'02' 36"W N 69'46'13"W S 70.33'26"W S 70.33'16"W S 89'46'13"E ...r':"1\.I11 60 I .... Z w :::i w w~ ~wOl Z~Ol :<.....N o:~.- o=- . WCl .00. ~(i) 0-",10 a:"'o . >- ~ 0.... "":J . .F~ w::>O V) ~ ::> z ~ o o z o o V) <( ..-l ---1 > l- V) W 0::: o ---.J ---.J :r: DIS T ANCE 60.01' 122.04' 81.31' 37.76' 0.91' 5.50' 100.00' 9.03' 31.84' 21.49' F.O.O. r. . flMIDA DEPARJlifNr Of JRANSPtllrAlIlM SR.D. .. SrAI[ ROAD COARJllCNr D.R. .. OfftaAL REcaiD BO(M( P.Ls. .. PR<frSSKWAL LAND SlNll(rtW WJ . UaN5fD BUSINESS HIJMBER O/A .. O~ DIMENSION P.a.e. .. PaNT Of CC>>IIJENCEMfNT P.o.8. .. PONT Of IEQNN/NO f .. CENJ'ERUNC R/W .. RJGHr-Of-WAY EUv. .. ElEVAlKW FIR 0 .. fOOII) IR(lI ROO fIP 0" FOOIIJ IKli PIP{ SIR 0.. srr '11" IRfJI ROO .t CAP L8.J61lJ FCII D" FOUND caKREJF Ila#lJUfNr SN4tD 0" srr NAIL AND aws "SK WJ6/1J fHID 0 .. FOOND HAL JND DISK (P) .. BENllNc,AJlSrANCE PER PLAT (0) .. BEARlNc,AJ/SrANCE PCR DEED DE5ailPlKW (F) .. BCiRtNC.AJlSTANa PER fIEJ.D IICASVRDlEHr (C) .. 'Wo.9JNCj!JISTANCE PER CALCVLAlKW ASPHAlT - I !"'/:;:::>'I POWER TOWE RS 311360SCALEREV2.DWG " - -- I (JlI NE. COR. I 6-29-161 IX) ...J ,'"",...,, 19.41 (f) , "AJ~ 112 18.00 (D) '\ f5/ RR 1]2 0.6' SOUlH (\ ... .-- POB 'X B-l! AND r. 't- LESS OUT ~,/' il ,/ >/ ~, ~ 16~",\ ~ f- _ _~~ ~.OO' ~~~ ';"'~ o;",r'\ ~,,~ ~g ~,,'\ ~~ I~,,'\ 0) :-.. i'\ ~c) ~'" . ~ 0. '-' '" i'\ 08 "'~~ ~ ~~ , ..... ~~ ~",,, 9 ~ d- - "'<: i'\ - {l' 1.Il'-" " , [i'\~ ~ ~ I':J N. 1 ,~"" Z 11\r--. '" 'IJo.J 1\ l'-, ~II ']~ "'"" "- '-B // ~;... IX) ca i'\ 0) ,-,. ~ ~ 'm " ~ci 1'.1 '\ wOo ~ ~~ \.- w8 t')"' 5~ ~i ~ F~ m~ ::> 0 ,,110 ~ ,,~ r'\ e ,," 'i:n "r" ~ " [i'\ 8 "\ " '-&0 b1 ~ f'., SIR ~ ''\ ~~~ ~~1) i'" ~ ~ 12.50~" ~r ~ ,,~ "Ii\- : ~~9 ,...~ ,~ t') W ~ . ~ ~ :J. ,,~ " Z ..'\ Z '-ti~ a 1IJ~ - :t')~ ') .- i '': ~ ~ '~PI I'i ~ ,,~ ~1 ~ t') ~ --: Ii\. ~" i'i\ I ~ i'i\1i\. ~ ;t ~ Ii\. ~~ ~~~ o ci 1'\.' I D::o. I" .~8 ~~ ~~ ,,~ NIi ~'" ici- \.;FSJ~ ?\J 9R 1/2 &0'- '}- co ...- / ~ a: <0 .... I Ol N I <0 t- Z w :i: w II) c( w .... Z W<o :t0l wN (/)... c( . we) 0. ~ ::i1O Fa ::I~ '0' .0:: -lOd ~ ::i 1= ::I ~ -- ""::... w . t') .- CD ':t Ol GO (I) ....~ a ...... w .... i-.. ~~ .... ",. Ol.... "'-0 cO:- ~ -J ~ l8m OlCO co II) (I) w Z :J z_ j., 12-18-03 .. DATE,.' 1 'NO. REVISED LEGAL DESCRIPTION INW. COR AND Tln.E RE PORT . ILOT 11 .REVISIONS ; 01/29/04 I 2 ) N N 01'02'36"E ll) , · '366.98' \. '~l"02'38.E ~: ~~~;R" .. J;I<O ~~\ ~ - g - - - -- ~~~ ~ 1 _ _ d~lI2" N 01"02'~"E 258.00' (D)(F) [!. .~ lh .;,', >,':';::::( "',,' ,:',"::~ 'n:i.;~., :' ;'i' , .' ~';'.::":~:" ::?::i;.~m.A~'6.~ C ;,' ~;';;i'i'<':L~'~~~:';~:',QU?fL:':"'i\\;:~ ~r:,':~";:\F'~>(?~j~i:'~:\'};';'~~';",;::I~:~,.~:~/(;,,,"':,,' ';-~';,:'~~;I;:E~j';^~!. ,",.. " l';' ., ;', ",.r t,'.'". -::, :" ',_.,',. ":,...' :'~ /";", I...,.,., .'/ i' ^" ," c ".-d, ",'" ,..l.. "', " ,. . ,_ '. lOT 11 ,;~,;~;i<i),: . '0 -.:...,) SIR Ii ~ . , . . _' ....... .1, , . :,'. I . ....". ~'."'. _1;' ..~.I'." ~.:- I~':' )....I;):.~I,.-.. ..~;.:iy~'[:"~ .:,,::~rt~:~!::Jl\!: ~J.~t. :.'j :~.,\ ~,.,~,.~)t;/ '~"r,::}t!'f:. <',:'.,.:,:':"'~,;~C;>,::~,;;..~:}:':,;~,.:J::f;j,~;~f:\ ':'::1;i;;:".'~"~:i!,\~;?-.if3::Nj:"::::.'L:t;/';.. ,'::;,;, :>\;f>:.:t:: .:', ',":< '; .ri3,:':.-';<. ," "~::~:':':"~;~~::,,',":':'" '~;:f~:Vi/Y:.:f:::;!\:;{(~tf.t it?;. '~)~":~):~:;>::P' : :,'.;;~,;,,"'r,:?~!s. '~;::',;~:',:,: LOT 11 " . .. '....';'/ \'J,: :..."';':ir"':". '... d, , ""." ".' d... , ," ',"} :':,':, ':" ..: ',: ,-" ':..,.'. '~-.:,~'!'il, c..' '.,' ~' ,~~:,.: ,:,;, '.,.' "'J',.'" " " '.. "'g ,: .," ' >, ',..::...;f.:i-' ",,;,' Y. - "'\:<f;.';~'~'.:;)'::Y '., .::; "~'::' ,'; ." ", '. :,: ';' 508.05' ";' .:'.';< \ ',' \\~f);;;:::> 270.00' S 01.02'38.W 2289.43- (O)(r) 236.51' 25'd.20' >-1 ~ ~L ;r T :::J ~~ ~ ~ ~ APPROXIMATE LOCA nON ~ ~ OF flORIDA POWE R i:!:! Z EASEMENT, O.R. BOOK ~ 5L 3675, PAGE 64 ~r, ~ III I ~ ~- :." o , d . .",Q '\ :,' }:, " :: ~::. S 011)2'38iW,'26Q~C(t (Ol(F) l<:-:~'" '<f':l;f "<Jl",:" i\, "';:254.00' (P) , ".""\ NO INTERIOR IMPROVEMENTS SHOWN 1/' 10 ~ I III .-J W o a:: < a.. u.s. HIGHWAY 19 N. S 01'02'36"W sN&o --., "OUNO .x. l~ .- 0.1' SOUTH WESTERLY RIGHT-Of-WAY LINE Of U.S. 19 - - S 01'02'38"W 254' (P) 254' (P) 254' (P) O.R. 6413 PG. 633-637 ~ Co O.R. 11352 PG. 2243-2244 ;... OJ m ?- ft) .- ) OJ 110 Z O.R. 11664 PG. 2540- 2541 9 8 7 8 LAC K 8 URN P.B. 24 SUBDIVISION PG. 62 O.R. 6776 PG. 1757-1759 O,R. 11864 PG. 2503- 2504 NORTH 508,00' ('I N I'i ~ --~. -....- ~~,~~ N 01'02'38"E 528.55' N 00'52'10"E (D) ..... 5 (I) (1)0 ~~ 10 =...... "jr- ;~ARCEL m -I w o 0:: c( ll. - NO INTERIOR IMPROVEMENTS, OCCUPATION OR HYDROGRAPHIC FE A TURE S SHOWN PARCEL 8-ill ~ NIO ('It') I"'i";' CO IX) t')1') in Ol ~ P ARCE L 8-11 SOUTH 238' OF NORTH 1016' 236.49 (F) AREA OF BLANKET EASEMENT RECORDED IN O.R. BOOK 3008, PAGE 441 LOT 11 SOUTH 270' Of NORTt-l 778' 270.00 AREA OF BLANKET EASEMENT RECORDED IN O.R. BOOK 3006, PAGE 44; 8-IV N 01.10'17-E 506.00' (D) 1035.13- (O)(F) N 01'10'l7"E 506.56' ,!"~ ..::.\..~.:,~)~: ~_..:... .\:: '. ~,..~,...:;~.\.::::.:, . "?19.9t! " , ',: '.' , '.. , N 00'52'10"E (D) 1015.46 (D) \ 1015.46' (0) ..... o (I) CXlw I'i~ ..... ::> o (I) (I) ~ N 00'54'2J"E (D) N 01'12'28"E CALC \ I in ...... N ..... (/) ~~- 1'). V ~~~ ,OlCO mN N / CONN '7 { FLORIDA T mo o ~~ ~ 0. POWER ""::... ....::... 8-11 LESS OUT j.... Ol cO ~ ( PARCEL 8-ill LESS OUT CI::NTERlINE OF WESTERN TOWERS LOT 11 506.02' CALC 508.00' I I 02/02/04 MISC. REVISIONS - - 1014.64 (F) 1015.46' (0) 1016.05 CALC 270.01' 238.01' I I MISC. RE VISIONS j I- ';q-(/) ~"""~ f m SiR \"--...... \~ ~ S ,R. 55 (200' R/W) W. R/W LINE - - 256.06' ~ ci It) N O.R. 11098 PG. 2 23-2427 LESS 0 T '0 10 N w SIR V- (~ S 01.02'38-W 256.94' (0 )(f) 6 ~ ~ i ~ PARCEL A O.R. 9~01 PG. 261-282 j4J I') .- ~ CJ) co en NO INTERIOR IMPROVEMENTS SHOWN 7 , ,- PARCEL A ~ ro~ :3i1i t')1') --- JL O=-~lJ ----- . N 01.12'28-E 1349.16' (0 )(F) 259.5~' 506.56 N CO SIR 1347.65' 10 SIR - ...--' ll) ""::.. ..... ~::... o -J ~ PARCEL A DETAl~VLESS OUT ~ 'N'h ....0 aio ~~ '--- ~ ~I o ~I ....--.. U; SIR ~ h:' "'"" ,..... Q ....... Co m ~ ~ CJ) IO~ ;~ Z (II[ 01 II -.i o U 'h t') to IX) t') ,......., a ~ N c( ..... o w ~ w ...... :I: (/) ......... w .... W Z .....jw-:l -0 ~- -' (/) :I: I ~ z c( a: 2 ::I m ~ o c( -' m ~ OW u.O ~~ 0. ~~ c(o Ow ~:I: (J) 0- z~ ~ II I 000;;::::::'" '0 o g N -...." '\.. 260.25 (D) 260.32' CALC ISW. CORI ILOT 11 ~ \ LOT 11 SECTION 6, TOWNS HIP 29 S., RANGE 16 E., CLE ARW ATE R, PINE LLAS COUNTY, FLORIDA DESCRIPTION PARCEL A TBEING KNOWN AS SUNSET LAKE MOBILE HOME PARK): LOT 6, LESS THE EASTERLY 250 fEET THEREOf; AND ' THAT PORTION OF LOT 1" LYING SOUTHERLY Of A WESTERLY EXTENSION Of THE NORTHERLY LINE Of LOT 6, LESS THE EASTERLY 60 FEET THEREOF, AND LESS THE WESTERLY 230 FEET THEREOF; AND LOT 12, LESS THE EASTERLY 60 fEET THEREOf, AND LESS THE WESTERLY 230 fEET THEREOF, AND LESS THAT PORTION LYING SOUTHERLY OF THE FOLLOWING DESCRIBED UNE; FROM THE INTERSECTION OF THE WESTERLY UNE Of lAWSON AVENUE, AND mE NORTHERLY UNE OF STATE ROAD 588, RUN N. 1'02'38" E.. 68.1 FEET fOR A P.O.B.; THENCE N. 89.46'13" W., 107.54 FEET: THENCE S. 70'33'26" W., 90.34 FEET; THENCE N. 67'59'30" W., 37.76 fEET; THENCE S. 70'33'26" W., 171.45 fE E T TO THE POINT Of ENDING; AND THAT PORTION Of VACATED BLACKBURN STREET LYING WESTERLY OF THE WEST LINE Of THE EAST 60 fEET OF LOTS 11 AND 12, AND EASTERLY OF THE FLORIDA POWER CORPORATION RIGHT-OF-WAY; ALL IN BLACKBURNS SUBDIVISION, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 24. PAGE 62 OF THE PUBLIC RECORDS Of PINEL~AS COUNTY, FLORIDA; TOGETHER WITH THAT CERTAIN "ROAD PARCEL", BEING A ROAD RIGHT-OF-WAY LYING WITHIN LOT 12. BLACKBURNS SUBDIVISION, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 24, PAGE 62, PUBLIC RECORDS Of PINELLAS COUNTY, FLORIDA, DESCRIBED AS FOlLOWS: COMMENCE AT THE INTERSECTION OF THE WESTERLY RIGHT-Of-WAY LINE OF' LAWSON AVENUE AND lHE NORTHERLY RIGHT- OF-WAY LINE OF SHTE ROAD 588: THENCE ALONG lHE NORlHERLY RIGHT-OF-WAY LINE OF STATE ROAD 588, S. 70'33"6" W., 90.20 fEET TO THE POINT Of BEGINNING, SAID POINT ALSO BEING THE SOUTHWEST CORNER OF THAT CERTAIN PARCEL: CONVEYED TO SANTA MARIA, ET UX BY DEED RECORDED IN OFfiCIAl RECORDS BOOK 6139, PAGE 1830, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA: THENCE CONTINUE ALONG THE NORTHERLY RIGHT-Of-WAY LINE OF STATE ROAD 588. S. 70.33'16" W" 31.84 fEEl TO THE SOUTHEAST CORNER OF THAT CERTAIN PARCEL CONVEYED TO NIEWIAROWSKI, ET UX BY DE ED RECORDED IN OFFICIAL RECORDS BOOK 5182, PAGE 958, PUBLIC RECORDS OF PINEllAS COU'JTY, FLORIDA: THENCE N. 00" 08'34" E., ALONG THE EAST BOUNDARY OF SAID NIEWIAROWSKI PARCEL, 106.14 fEET TO THE NORlHEAST CORNER OF, SAID PARCEL, ALSO BEING A POINT ON THE SOUTHERLY l.INE OF THE PROPERTY CONVEYED BY DEED) RECORDED IN OFFICIAL RECORDS BOOK 3468, PAGE 365, PUBLIC RECORDS Of PINELLAS COUNTY. FLORIDA; THENCE, ALONG SAID SOUTHERLY LINE, N. 70.33'26- E., 9.03 fEET; THENCE, CONTINUING ALONG SAID SOUTHERLY LINE, S. 69'46'13" E., 21.49 fEEl TO THE NORTHWEST CORNER Of SAID SANTA MARIA PARCEL; THENCE S. 00'08'34" W., ALONG THE WEST BOUNDARY OF SAID PARCEL, 98.46 FEET TO THE POINT OF BE GINNING. PARCEL B (KNOWN AS TROPICAL BREEZE MOBILE HOME PARK): PARCEL B-1: LOT TEN (10) BLACKBURNS SUBDIVISION, ACCORDING TO THE MAP OR PLAN THEREOF AS RECORDED IN PLAT BOOK 24, PAGE 62. PUBLIC RECORDS OF PINELLAS COUNTY, fLORIDA. PARCEL B-II: THE NORTH 508.0 FEET Of LOT 11, BLACKBURNS SUBDIVISION, ACCORDING TO THE MAP OR PLAT THEREOf AS RECORDED IN PLAT BOOK 24, PAGE 62, PUBLIC RECORDS OF PINELlAS COUNTY, FLORIDA, LESS, A TRACT ON THE WEST SIDE DESCRIBED AS FOLLOWS: FROM THE NORTHWEST CORNER OF SAID LOT 11 fOR A POINT OF BEGINNING, RUN PARAlLEL TO lHE CENTER LINE OF COUNTY ROAD 194, SOUTH 89.46'13" EAST 228.47 FEET: THENCE SOUTH 1 .02'38' WEST 508.0 FEET: THENCE NOR1H 89'46'13" WEST 229.92 fEE T; THENCE ALONG THE WEST SIDE OF SAID LOT 11. NORTH 1'12'26" EAST 506.0 FEET TO THE POINT OF BEGINNING, AND LESS AND EXCEPT THE EASTERLY 60 FEET OF lOT 11 RESERVED FOR ROAD RIGHT-OF-WAY FOR LAWSON ROAD, RECORDED IN OFFICIAL RECORDS BOOK 535, PAGE 612, PUBLIC RE CORDS OF PINE llAS COUNTY, FLORIDA. PARCEL B-III: THE SOUTH 270 fEET OF THE NORTH /78 fEET OF LOT 1" BLACKBURNS SUBDIVISION ACCORDING TO THE MAP OR PLAT THEREOF AS RECOf<DED IN PLAT BOOK 24, PAGE 62, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, LESS THE EAST 60 FEET THEREOf. FOR ROAD RIGHT-Of-WAY fOR LAWSON ROAD, RE CORDE 0 IN OFFICIAL RE CORDS BOOK 535, PAGE 612, PUBLIC RE CORDS Of PINE llAS COUNTY, flORIDA, AND ALSO LESS 1HE WEST 225 FEET THEREOf fOR FLORIDA POWER LINES. PARCEL B-IV: SOUTH 238 FEET Of THE NORTH 1016 FEET OF LOT 1" BLACK BURNS SUBDIVISION, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PI.AT BOOK 24; PAGf. 62, PUBLIC RECORDS Of PINEllAS COUNTY, FLORIDA; LESS THE EAST 60 ;:t~ T ;;OR RiGHT-OF-W~Y OF LAWSON ROAD, AS RECORDED IN OFFICIAL RE CORDS BOOK 535, PAGE 612, PUfll,lC RE CORDS OF PINE LLAS COUNTY, FLORIDA. LESS AND EXCEPT FROM PARCELS B-II, B-1Ii AND B-IV THAT PART DEEDED TO fLORID A POWER CORPORATION BY DEED RECORDED IN OffICIAL RECORDS BOOK 1428, PAGE 48, PUBLIC RECORDS Of PINElLAS COUNTY, FLORIDA, MORE PARTICULARLY DESCRIBED AS FOllOWS: BEGINNING AT A POINT ON THE WEST BOUNDARY Of LOT 11, BLACKBURNS SUBDIVISION, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 24, PAGE 62, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, NORTH ' 0.54'23" EAST 260.25 FEET FROM THE SOU1HWEST CORNER OF SAID LOT 11; THENCE NOR1H 0'54'23" EAST, ALONG SAID WEST BOUNDARY, 1015.46 FEET TO THE NORTHWEST CORNER Of SAID LOT 11, SAID POINT BEING ON THE SOUTHERLY RIGHT-OF-WAY LINE OF C.R. 194, 33.00 fEET fROM AND AT RIGHT ANGLES TO THE CENTERLINE OF SAID ROAD; 1HENCE NORm 89.56'19" EAST, ALONG SAID SOUlHERLY RIGHT-OF-WAY LINE AND ALONG l}-iE NORTH BOUNDARY OF SAID LOT 1" 228.47 FEET TO A POINT 1HAT IS 175.00 FEET EASTERLY FROM AND AT RIGHT ANGLES TO 1HE CENTERUNE OF SAID CORPORATION'S THEN EXISTING TRANSMISSION LINE; THENCE SOUTH 0'52'10" WEST, PARALLEL TO SAID CENTERLINE, 1015.46 fEET TO A POINT; THENCE SOUlH 89'56'19" WEST 229.12 fEET TO THE POINT OF BE GINNING. PARCEL B-V; A PORTION OF VACATED COUNTY ROAD NO. 194, VACATION RECORDED IN OFFICIAL RECORDS BOOK 49()6, PAGE 903, PUBLIC RECORDS OF PINElLAS COUNTY, FLORIDA, LYING IN SECTION 6, TOWNSHIP 29 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA DESCRIBED AS FOllOWS: COMMENCING AT THE NORTHEAST CORNER OF SECTION 6, TOWNSHIP 29 SOUTH, RANGE 16 EAST, PINEllAS COUNTY, FLORIDA; THENCE NORTH 89'46'13" WEST, A DISTANCE OF 100.00 FEET TO A POINT ON 1HE WEST RIGHT-OF-WAY UNE OF U.S. HIGHWAY 19, ALSO BEING lHE POINT OF BEGINNING; THENCE SOU1H 01.0Z'36" WEST, ALONG SAID WEST RIGHT-OF-WAY UNE OF U.S. HIGHWAY 19, A DISTANCE OF 33.00 FEET; THENCE NORTH 89'46'13" WEST, ALONG THE NORTH LINE OF BLACKBURNS SUBDIVISION, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 24, PAGE 62, PUBUC RECORDS Of PINELLAS COUNTY, fLORIDA, A DISTANCE OF 1003.39 FEET; THENCE NORTH 01'02'36" EAST. A DISTANCE OF 33.00 FEET; THENCE SOUTH 69.46'13" EAST, A DISTANCE OF 1003.39 FEET TO THE POINT OF BE GINNING. LESS AND EXCEPT THAT PORTION THEREOF CONVEYED IN OFFICIAL RECORDS BOOK 4921, PAGE 619, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, AND DESCRIBED AS fOllOWS: COMMENCE AT THE NOR1HEAST CORNER OF SECTION 6., TOWNSHIP 29 SOU1H, RANGE 16 EAST, PINElLAS COUNTY, FLORIDA; 1HENCE NORlH 89'46'13"WEST, A DISTANCE Of 100.00 fEET TO A POINT ON THE WEST RIGHT OF WAY LINE OF U.S. HIGHWAY 19, ALSO BEING THE POINT OF BEGINNINGj lHENCE SOUTH 01.02'38" WEST, ALONG SAID WEST RIGHT Of WAY LINE Of U.S. HIGHWAY 19, A DISTANCE OF 18.00 fEET; lHENCE NORm 89.46'13" WEST, A DISTANCE OF 560.00 FEET; THENCE NORTH 01. 02'38" EAST, A DISTANCE Of 5.50 FEET; THENCE NORTH 89'46'13" WEST, A DISTANCE OF 443.39 fEET: lHENCE NORTH 01. 02'38" EAST, A DISTANCE OF 12.50 FEET; THENCE SOUTH 69'46'13" EAST, A DISTANCE OF 1003.39 FEET TO THE POINT OF BEGINNING, ALL BEING MORE PARTICULARLY DESCRIBED AS fOllOWS: (SEE SHEET 2 FOR CONTINUATION OF DESCRIPTION) CE RTIFICA TION CE RTIflE 0 TO: GLOBAL FINANCIAL INVE S lME NTS, llC. COMMONWEALlH LAND l1TLE INSURANCE COMPANY JOHNSON, POPE, BOK0R. RUPPEL Be BURHI, P.A. LOUANN LOVE, P.A. -- I HEREBY CERTIFY THAT THE SURVEY REPRESENTED HEREON MEETS.1HE TECHNICAL. STANDARDS SET FORTH BY THE FLORIDA BOARD OF PPOFESSIONAL LAND SURVEYORS 'IN' CH.AP1EB 61Gl7-6, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECllON 472.027 FLORIDA STA:rUl~S. ' 11/19/03 C~ U . ((J~ -:.' .-_ DATE OF SURVEY (~OHN O. DIEHL ' " /PROFESSIONAL LAND SURVEYOR NO.4053 ------- SUNSET ROAD. Be U.S. 19 TYPE OF SURVEY:BOUNDARY SURVEY AND TOPOGRAPHIC PREPARED FOR:GLOBAL FINANCIAL rNVESTMENTS. LLC. PROJE CT: POLARIS AS SOCIA TE S INC. Lr) PROFESSIONAL SURVEYING LB 6113 - 2915 S.R. 590 SUITE 17 CLEARWATER, FLORIDA 33759 (727) 669-0522 ..j C [, 'j (;, ( DATE 11/19/03 CHE CKE D BY: ,S CALE: JOD 1" "" 60' DRAWN BY: JDF JOB NO. 01-3113 SHEET 1 Of 5 '~J" .~fr~i'J.':r' ~~) -OC;I? , ~~1 : 1 ~ tt J ~ I~ ) o Ii a ~ a E. liNE. NE 1/4, 6-29-16 ........ ~ 0::: o (() ........ 5 ',J- ':,W "W , ;.-:. , '0::: 'J- ',;",(/) " I ":z ,':n: I ~'b ".,'00 ':.~ :0 " <( '-1 .lD LOT 12 'k 4 3 8 LAC K BUR N P.B. 24 SUBDIVISION PG. 62 \ \ \ \ \ N 01'02'38"E 1366.98' LOT 3 LOT 12 . . ( . ~ "I ,:,... LAWSON ROAD , "'SW:f.;'}:,\X':',(~g~L~:~wr'. ," ;. ';-.: I ~PROXlMATE LOCATION Of FLORIDA POWER (EASEMENT, O.R. BOOK I 3675. PAGE .. N CO N I ... CO N ci Q. b It) .... .0 0 ~ m 0: "'0 I- '0 UJ ~ UJ < :J: U (I) < > W - N ~~t-~==-ll o UJ ..J I- e:1 ~ (I) z a: ::> m lS (l)j ..Jm OW lL.U ~~ Q. ~~ <0 Uw ~:J: (/) 0- Z~ ~ APPROXIMA TE LOCATION OF FLORIDA POWE R EASE ME NT, O.R. BOOK 3675, PAGE 64 II [F-ll 'L II PROX,.Al-' l.OCA~ON f[=- Of FLORIOA POWE R ~ EASEMENT, O.R. BOOK 3675, F'AGE 64 W. R/W LNE I S 01-02'J8-W u APPROXIMATE LOCA nON . I Of FLORIDA POWER ~ EASEMENT, O.R. BOOK 3406, PAGE 227 u PPROXlMA TE LOCA :::rl ~ L A OF FLORIDA POWE R EASEMENT, O.R. BOOK 34f6, PAGE 227 I I~l 133.60 calc 133.53' (0) NO INTERIOR IMPROVEMENTS, OCCUPATION OR HYDROGRAPHIC FEAruRES SHOWN APPROXIMATE LOCATION OF flORIDA POWE R EASEMENT, O.R. BOOK 3406. PAGE 227 PARCEL Jl SEWER-Ul1llTY E ASf.MENT O.R. 4048 PG. 1565 O.R. 9901 PG, 281-282 LOT 12 \ \ 0=- ~L~ O.R. 8823 PG. 1386-1388 APPROXIMATE LOCA 1l0N OF FLORIDA POWE R EASEMENT, O.R. BOOK 3406, PAGE 227 N 01.,2'28-E 1349.16' (O)(F) o Q ~ ~ on <:"I S I 00 it. '0 .-i ] ..I < U (I) ~ !:l - b I') "" N ... I- I- (I) 0 W ..J 3: ~ ;it 3iI <"\ - -' ~ ;L;; :::J :ij 60.00' 311360SCALEREV2.DWG POINT OF TE RMINA 110N OF LINE PARCEL A LESS OUT POWER TOWE RS FLORIDA POWER LOT 12 EAST 1/4 CORNER OF SECl10N 6, TOWNSHIP 29 SOUTH, RANGE 16 EAST LOT 12 \ II \ 8 13 0 2 1 0 N \ co ,... \ co :i: lI: . . ~ \ 0 ('l b ~ ~ 0) 0) GO co (I) (I) N 01'02'38"E 350.55' " I ~ \ \ U LJ \J) '1J 0' ~ 112.35' \ \ ;.... o g \ N w U) F 5 ~ F U >- W ~ (I) ~ l:> ::> ..t- 0,- m .... >- I- ..J (/) 0:: c( W W j!: it ::> 0:: o 0 (I) z 33.0" LINE l1 L2 L3 L4 L5 L6 L7 L8 L9 l10 l11 L12 L13 L14 --Jz 60 J 30 0 60 r 1 ~ SCALE: 1 H'=60' LINE TABLE BE ARING DIS T ANCE N 89"46'13"W 86.05' S OO'08'34.W 98.46' S 70.,'S,'S'16"W 31.84' N 00'08'34.E 106.14' S 70.33'26.W 81.31' N 67'59'30.W 37.76' S 70'3,'S'26.W 171.85' S 01'02'38.W 5.M' N 89'46'13"W 60.01' 'N 89.46'13.W 0.91' S 89'46'13"E 100.01' S 70.33'16.W 122.04' N 89.46'13"W 21.A!1' S 70.33'26"W 9.03' NO F.llQr. .. nORilM DEPARJlIENr ~ JRANSPalWKW SR.tl .. STAJr ROAD DEPAR'AiENr C1It .. 0fF/QAL REctJRD IJO(J{ P.Ls. .. FilCfESSltwAL LAND U\fYQll LBI .. uaNSED BUSINESS MM/BER O/A .. ODW. IMNSKlI P.o.c. .. I'aNr a: CCMlENC8IENr p.o.a '" PtlNr a: SCaNNING f .. COffERLJItf R/W .. RlQfr-Of-WAY an: .. EtEVAllm RR 0 .. FOON/) IR(JI ROO IV> 0 .. FOUND IRON PIPE SIR 0" SET '/2. IR(JI ROD '" CAP L8.16"J FOI Q" FOOND CONaiCJE MCWWD41 SNId) ... SET NAIL AN/) IlRASS DISK tB/f11J FN44J 0 .. FOOND NAI. AND lMSK (P) .. lJEARING,MSTANCE PER FlAT (0) .. BEAR/NG,MSTANCE PER fEED DEsauPHOO (f) .. BCAI/iNG;tMsTANCE PER FaD IlEASURIJlDJT (C) .. BCARING;tJISTANCE PiR CALCUAlKW ASPHALT .. 02/02/04 12-18-03 DATE 2 ADDED METES AND BOUNDS ADDEO EASEMENT 1 REVISED LEGAL DESCRIPTION AND ,llTlE REPORT REVISIONS NO. SECTION 6, TOWNSHIP 29. S", RANGE 16 E", CLE ARW ATE R, PINE LLAS COUNTY. FLORIDA A PORTION OF LOTS 10, 11 AND 12 AND THE VACATED BLACKBURN SlREET, ALL OF'BLACKBURNS SUBDIVISION AS RECORDED IN PLAT BOOK 24, PAGE 62 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, L't1NG IN SEC110N 6, TOWNSHIP 29 SOUTH, RANGE 16 EAST AND BEING MORE PARl1CUlARLY DESCRIBED AS fOLLOWS: COMMENCE AT THE EAST 1/4 CORNER OF SAID SECTION 6; THENCE AlONG THE SOUTHERLY BOUNDARY OF THE NORTHEAST 1/4 OF SAID SEC110N 6, S.89"50'20.W., 720.07 FEET:lliENCE ALONG THE SOUTHERLY EXTENSION Of THE, WESTERLY RIGHT-OF-WAY LINE OF LAWSON ROAD, N.Ol'02'38"E., 350.55 FEET TO THE POINT OF BEGINNING: lliENCE N.89'46'13"W., 86.05 FEET; 'THENCE S.00'08'34"W., 98.46 FEET; THENCE S.70'33'16"W." 31.84 fEET; THENCE N.00'08'34"E., 106.14 FEET; THENCE S.70','S3'26"W., 81.31 FEET; THENCE N.67.59'30"W., 37.76 FEET; THENCE S.70'33'26"W., 171.85 FEET; THE NCE ALONG THE E AS TE RL Y LINE OF A FLORIDA POWE R P ARCE L, N.O 1 "12'28.E " 1,349. 16 FE E T; THENCE N.89'46~13.W., 0.91 FEET; THENCE CONTINUE ALONG SAID EASTERLY LINE, N,Ol'10'17.E., 1,035.13 FEET; THENCE AlONG A LINE 12.50 FEET SOUTH OF AND PARAllEL Willi THE NORTHERLY BOUNDARY Of SAID SEC110N 6, S.89.46'13"E., 443.18 FEET; THENCE S,Ol"02~3S.W., 5.50 FEET: THENCE AlONG A LINE 18.00 FEET SOUTH OF AND PARALLEL WITH SAID NORTHERLY BOUNDARY OF SEC110N 6, S.89"46'13"E" 559.97 fEET: THENCE AlONG THE WESTERLY RIGHT-OF-WAY LINE OF U.S. HIGHWAY 19 NORTH (STATE ROAD NUMBER 55), S.01"02.38"W., 269.00 FEET; lHENCE ALONG THE SOUTHERLY LINE OF LOT 10 OF SAID BLACKBURN SUBDIVISION N.89'46'13"W., 559,97 fEET; THENCE ALONG THE EASTERLY LINE OF SAID LOT 10 , N.01'02'38"E., 254.00 FEET; THENCE N.89"46'13"W., 60.01 FEET; THENCE ALONG THE WESTERLY RIGHT-OF-WAY LINE OF LAWSON ROAD, S.01'02'38.W., 2,289.43 fEET TO THE POINT OF BE GINNING. CONTAINING 24.2115 ACRES, MORE OR LESS. TOGE THE R WITH: LOT 6, BLACKBURN'S SUBDIVISION AS RECORDED IN PLAT BOOK 24, PAGE 62 Of THE PUBLIC RECORDS OF PINEU.AS COUNTY, LESS THE EASTERLY 250.00 FEET THEREOf AND BEING MORE PARllCULARLY , DESCRIBED AS FOLLOWS: COMMENCE AT THE EAST 1/4 CORNER OF SECTION 6, TOWNSHIP 29 SOUTH, RANGE 16 EAST; THENCE AlONG THE SOUTHERLY BOUNDARY OF THE NORTHEAST 1/4 OF SAID SEC110N 6, 5 ,89"50'20"W. , 660.06 FEET; THENCE N.Ol'02'38"E., 1,366.98 FEET TO lHE SOUTHWEST CORNER OF SAID LOT 6 AND THE POINT OF BEGINNING; THENCE CONTINUE ALONG SAID LINE, N.01'02'38"E., 258.00 FEET; THENCE S.89'46'13"E., 309.94 fEET; THENCE S.01"02'3S"W., 256.'94 fEET; THENCE N.89'57'S9"W., 309.96 fEE T TO THE POINT OF BE GINNING. CONTAINING 1.8318 ACRES, MORE OR LESS. NOTES 1. FIELD BEARINGS SHOWN ARE BASED ON EAST BOUNDARY OF NE 1/4 OF 6-29-16 AS LINE BEING S 01'02'38"W. 2. NOT VALID WllHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 3. NO EXCAVATION WAS PERFORMED TO VERIFY THE LOCATION OR EXISTENCE OF ANY UNDERGROUND Ul1LlTIES, ENCROACHMENTS, IMPROVEMENTS, STRUCTURES OR fOUNDA110NS. UNDERGROUND UTILITY LINE LOCATIONS (IF SHOWN HEREON) ARE BASED UPON UTILITY PROVIDER All.ASES AND VISIBLE fACILITY EVIDENCE. THIS UTILITY LOCATION METHODOLOGY MEETS THE REQUIREMENTS OF A QUALITy LEVEL C AS DEFINED BY lHE FEDERAL HIGHWAY ADMINISTRAllON. UTILIZING THIS METHOD IT IS NOT UNUSUAL TO fiND lHAT 15 TO 30 PERCENT Of' lliE UNDERGROUND Ul1Lll1ES ARE EllHER OMITTED OR ARE PLOTTED TWO FEET OR MORE IN ERROR. . 4. RE-USE OF THIS SURVEY fOR PURPOSES OTHER THAN WHICH IT WAS INTENDED, WllHOUT WRITTEN VERIFICA110N, WILL BE AT THE RE-USERS SOLE RISK AND WITHOUT LIABILITY TO lHE SURVE YOR. NOTHING HE RE IN SHALL BE CONS TRUE 0 TO GIVE ANY RIGHTS OR BENEFITS TO ANYONE OTHER lliAN THOSE CERl1FIED TO. 5. ALL FOUND POINTS ARE UNMARKED UNLESS OTHERWISE NOTED. 6. THIS SURVEY IS NOT INTENDED TO SHOW THE LOCA110N OR EXISTENCE Of ANY JURISDICl1ONAL, HAZARDOUS OR ENVIRONMENTAlLY SENSI1lVE AREAS. 7. THE SITE APPEARS TO BE IN FLOOD ZONE X, ACCORDING TO THE fEDERAL EMERGENCY MANAGEMENT AGENCY, flOOD INSURANCE RATE MAP, COMMUNITY PANEL NUMBER 125096 0010 D, DATED AUGUST 19, 1991 AND IN FLOOD ZONE X, COMMUNITY PANEL NUMBER 125139 0126 0, DATED MAY 6, 1996. POLARIS ASSOCIATES, INC. AND THE SIGNING SURVEYOR HEREON ASSUMES NO LIABILITY FOR THE ACCURACY Of THIS DETERMINATION. THE AUlHOR OF THE MAP, THE FEDERAL EMERGENCY MANAGEMENT AGENCY, OR lHE LOCAL GOVERNMENTAL AGENCY HAVING JURISDICTION OVER SUCH MAnERS SHOULD BE CONTACTED PRIOR TO ANY JUDGMENTS BEING MADE FROM THIS INFORMATION. THE ABOVE REFERENCED MAP STAlES IN THE NOTES TO THE USER THAT .THIS MAP IS FOR INSURANCE PURPOSES ONLY". 8. ANY ZONING INFORMA110N SHOWN OR NOTED HEREON IS BASED ON INFORMATlON AVAILABLE DURING THE PREPARA110N OF niE SURVEY, THIS INFORMAnON SHOULD BE VERIFIED WITH THE GOVERNING AUTHORITY PRIOR TO ANY DETERMINA110NS OR DESIGN. 9. UNLESS OTHERWISE INDICATED, lHE PROPERTY DESCRIPTION AND EASEMENTS SHOWN WERE fURNISHED TO POLARIS ASSOCIATES, INC. AND ARE PRESUMED TO BE CORRECT, NO SEARCH OF ANY PUBLIC RECORDS, FOR EASEMENTS, DEEDS, ETC., WAS PERFORMED BY THIS FIRM fOR lHE COMPLETION OF THIS SURVEY. 10. DfSCRIP110NS AND EASEMENTS SHOWN HEREON WERE TAKEN FROM A COMMONWEALTH LAND TIRE INSUANCE COMPANY COMMITMENT FOR 111l.E INSURANCE, ORDER NUMBER 41117068CA, EFFECl1VE DATE: JULY 3rd, 2003 AT 8:00 A.M., ISSUED BY JOHNSON, POPE BOKOR, URPPELL Ie BURNS, P.A. THE SURVEY ADDRESSES lliE FOLLOWING ITMES IN SCHEDULE B-2 lliEREOF AS FOLLOWS: ITEMS 1 THROUGH 5 - NOT MATlERS OF SURVEY ITEM 6 - BLANKET EASEMENT IN FAVOR OF FLORIDA POWER CORPORATION, CONTAINED IN INSTRUMENT RECORDED FEBRUARY 5, 1969, IN O.R. BOOl< 3008, PAGE 441. PUBLIC RECORDS Of PINELLAS COUNTY, fLORIDA. AREA Of BLANKET EASEMENT SHOWN. ITEM 7 - EASEMENT IN FAVOR OF FLORIDA POWER CORPORATION, CONTAINED IN INSTRUMENT RECORDED IN O.R. BOOK 3406, PAGE 227, PUBLIC RECORDS OF PINELLAS COUNTy, fLORIDA. OOCUME NT IS NOT LE GlBLE, APPROXIMATE LOCA 11 ON SHOWN HE RE ON. ITEM 8 - EASEMENT IN FAVOR OF FLORIDA POWER CORPORATION, CONTAINED IN INSTRUMENT RECORDED DECEMBER 3. 1971, IN O.R. BOOK 3675, PAGE 64, PUBLIC RECORDS OF PINEUAS COUNTY, FLORIDA. APPROXIMATE AREAS SHOWN. ' ITEM 9 - BLANKET EASEMENT IN FAVOR OF FLORIDA :POWER CORPORATION, CONTAINED IN INSTRUMENT RECORDED OCTOBER 4, 1972, IN O.R. BOOK 3892, PAGE 231, PUBLIC RECORDS OF PINELlAS COUNTY, FLORIDA. APPROXIMATE A~EAS SHOWN. ITEM 10- EASEMENT IN fAVOR OF FARM STORES, INC., CONTAINED IN INSTRUMENT RECORDED FEBRUARY 28, 1975, IN O.R. BOOK 4264, PAGE 876, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. (SHOWN HEREON) ITEM 11 - EASEMENT IN FAVOR OF PINELlAS COUNTY, CONTAINED IN INSTRUMENT RECORDED AUGUST 30, 1979, IN O,R. BOOK 4905, PAGE 1296, PUBLIC RECORDS OF PINElLAS COUNTY, FLORIDA. (SHOWN HEREON) ITEMS 12 THROUGH 18 - NOT MATTERS OF SURVEY ITEM 19 - SITE IS SUBJECT TO AGREEMENT RECORDED IN O.R. BOOK 10216, PAGE 221. (NOT SHOWN) ITEM 20 - EASEMENT IN FAVOR OF PINEllAS COUNTY, CONTAINED IN INSTRUMENT RECORDED AUGUS T 30, 1979. IN O.R. BOOK 4905, PAGE 1299, PUBLIC RE CORDS OF PINE LlAS COUNTY, flORIDA. (SHOWN HE RE ON) ITEM 21- EASEMENT IN FAVOR OF PINELLAS COUNTY, CONTAINED IN INSTRUMENT RECORDED JULY 24, 1979, IN O.R. BOOK 4905, PAGE 1294, PUBLIC RECORDS OF PINEU.AS COUNTY, fLORIDA. (SHOWN HE RE ON) PROJE CT: TYPE OF SURVEY: SUNSET ROAD & U.S. 19 BOUNDARY S URVE Y AND TOPOGRAPHIC PREPARED FOR: GLOBAL FINANCIAL INVESTMENTS, LLC. POLARIS I: ~ AS S DCIA TE S INC. ~~'i , ("'-1 PROFESSIONAL SURVEYING LB 6113 2915 S.R. 590 SUITE 17 CLEARWATER, FLORIDA .33759 (727) 669-0522 : I i . \.(") (- . DATE 11/19/03 CHE CKE D BY: JOD SCALE: 1" = 60' JOB NO. Ql-3113 SHEET 2 OF 5 DRAWN BY: JDF o. Q ~ \Q ~ Q g I oi, ~ o 0.. ~ .., - ~ :9 .., - ;.. ~ ? ~ ORA." CtIEacfD o.c, I 40 I JOf JOD JOD t~ r~ 20 0 40 ~ 1 ~ SCALE: 1"=40' SECTION 6, TOWNSHIP 29 S., RAI~GE CLE ARW ATE R, PINE LLAS -1 COUNTY p.P. .; + .--86-IU: I ( ~.. - u,a. 5-] t-a.,.,,-- - - - - - +-\ ~- -0::: ~ 8\,5. I ,.i;:in au l'.e .dCJ.a :" _ if"" - If" '"'- ' . J - .,...... f'-J~ \u 16 E_, FLORIDA .~<}.. Jf1fl1li"- \ ~;~;:'~"1:~.,?;1;~~;m~,!;jI!\~#."'""s"""" ... .. - AA ~.; ': ~ ~"5,.,,, \ _ ,... '" ___84~ - '~i:~~~:7~;~~(;~,'i~~':~f~:~~~!:,~~;~:~~\~f1i~?:~, 9' -.p. _' : PRu ~ ) I I I ~ ~ ~ _ ~ (:\~:,"V '" / / / / / / I / /. / . ...' .~" .. ';, "."",,':'," 1 I I ...;.".0'\........... 1\ :i;~r 1/ ONE STORY / .:~.4 ~: ...... ..... :..." ~,~,'.'::~~;~."'4. 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'" . ~ f.H. ~V, Ijj-(''' ",., . . 1~;~,~~;S:;:):1~i:?' .. . ~gqi;~j~ lu in )~>,::{~i~;Wr.':> :1~,'~':~i~'~ (7'7'8' ~'~" ~ ] ;L,.~,~\l~ 7 :.;.. )!;-:tl:o:~&< :~ '~.f2~~. t lLP. ~ <1J ~ ~I: 17U ~ 12. ;'!),':;?~ \ ,~ ~;~).ffi~ s:;:' ,,':, 1>117.11"'\ ".~ ,:' ..'.. l6.6 {- ,J AtP. -=- 8U p~~ ~ ~ II.PS f;i;~:;\\l~ :: -- :~. "'. AO ,... \'h<r ~~Ift station p~"7"~. 12-G/.D '- .Y- ~ I ~:\l;J'!li, P. uw:: Ii Vi;;.\J <).... ~ ~~!:i ~~~SS'OR ",. : ~'~f!AAM/ ~ ~r. ";"'m- . .: ~ FENCES SHOWN R(=I~'., l6.r. It.:t l6.6 :'~',:\~''';~~" ~: ~ " . ' ~!, ~ aai ;~ ~U2 "~(:,f" ' ':', 15' 16' .l2 10' ~8 ':,~~!';~,~~r ',' :',' ~,~1;'" 'V r 9.1" ,'Jl'" . ~ "t~. !;i'f: V-- '. .~. / > V17'19'20' fcmpe .~, ::\,' . .... rP ,/ / J:; ,..,...., . .. ~" '/.. ~ I V ~i)f;;'i' .: V ;:.:' r::::----..... 'V , c 5' ' :" , ':, " " u.:l. 4E'i:; 14' ~ ~,':I::, :': I" .. , . . . . fi) '0 :. :-': I " ..- P. . 788 . .t: 10' <,':..-':." '. 1kV. . 6~' 1~ r :.', rUD P.P'.J'<J (f) & .., ,./ v. -,.,,!~ 'Ii : pre~ ~5 )I '",.... ) to... tu.a 0 .. fS.I1. 8U "\.--......:.. ,.WJ, (') r1~ t_ .. ~ !IIJ .~'~1 IT' , 57dllVlCB MATCH LINE SEE SHEET 4 l1.f t~l lIu ..IU.B. 80- 3"(A)... lIu \6.1 tl6:2 TU8a p,.U IU 0 .~~~~ ~ 'a)_ _ ~;P. , " ~ lLP.8?i M.P;;fI' ~ <4 :fo..a . - '-'" ---..;;. 6 ~ wood fence }l41 ^T.IJ.B. A..4-S-S" ,,,- P.P..., ---- t ~ - zw +- III o. t:: ~~n ..:t:r.- 5-5-0" T.IJ.B. ~ - _ 8U 1.P. ,#' ~ .\ .~4' 10- ~ ~ ~ liP. ;- ~ "'"'=- / t.-- lr.l~ - - I'I~ 11 ~ 116.5 85.i \6,6 5'.' <) POND \4.1 I r'.P. ~ "~ ~ Weill alz ~ ......z '0 ~.. E.LEVATIONS SHOWN HEREON ARE BASED ON DEPARTMENT OF 1RANSPORTATION BENCHMARK 15-95-A-l09A HAVING AN ELEVATION OF 87.08 AND DEPARTMENT OF TRANSPORTATION BENCHMARK 15-88-A-ll0 HAVING AN ELEVATION OF 88.20 NORTH AME RICAN VE RTICAL DA ruM OF 1988. . wood fence (A) DE NOTE S WATER LINE ATLAS INFORMATION PROVIDE 0 BY THE CITY OF eLE ARW ATE R PUBLIC WORKS ADMIN IS TRA TION MAP 254B ' (AA) DENOTES WATER LINE ATLAS INFORMATION PROVIDED BY PINELLAS COUNTY UTILITIES ENGINEERING DEPARTMENT ALL WATER LINES SHOWN HEREON ARE BY SAID ATLASES, NO FIELD EXCAVATION WAS PERFORMED. a - ~ {5 6'1 o 3.8' E WE S T ,8 LE GE ND OF SYMBOLS AND ABBRE VIA liONS 1.V,M ~ = IJNDE//GROUND CABlE lEIDfSC>>I1WiKER r. y.a . - G4l/LE 1EUWS/CII U1IUTf BOX P.P.... '" POD P<U ,It AI ;; OlfRHCAO UNES c.P. ... - ca.lBWAlKW p(U (POrER/I'tI(Ji[/CABl! r. v.) L.P.... .. UGHr POLE CoL.P. ... .. COIIBINA~ It UGHr mE G.P.... .. WY POLE MP. ,#' .. MEIER POLE ~ .WYIllRE ~ .. ElECJRIC UJlUTf BOX (1R.4NSfawER) i . 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OAK TRff 12. @... 12" mLLOW TREE 12. ~... 12" MULBeRRY TREE 12' ~.. 12" PALM TREE 12. ~... 12" CHINESE TALLOW TREf 12" (#... '2. MAGNOLIA TREE It <)... '2" CITRUS TREE 12" ~.. '2" EUCALYPTUS TREE 12" .;: '2" EAR TREE 12" .... '2" PINE TREE 12. ~... 12" CEDAR 12. <J... '2" TALLOW TREE 12. ~... '2" MAPLE TReE 12. ~ ~ 12~ BA Y TREE 12. ~... 12" OTHER SPECIES 12" <1- 12" CYPRESS TREE 12. ~.. '2" PECAN TREE 12. .... '2" BOmE BRUSH TREE 12. <!)... '2" CAMPHOR TREE 12. @)... 12" CHINABERRY TREE 12" ~... 12" PERSIMMON TREE ~ ,.. i 1/ ~ ~~X1"ATE LOCATION 17.i! OF FLORIDA POWE R 'Ill EASEMENT, O,R. BO \; 3675, PAGE 1.U b S '1:t1.1 ~ u ~ s.c.a~ .f.. SANlrARYLINE PAJI(( AIARl'C 1.t1A 0 7.9.11. "6 ~ 10. --.... ~&, .e~ fL ~. POL TYPE OF SURVEY: PREPARED FOR: PROJECT; " ASSOCIATES INC 2915 S.R. 590 . · SUITE 17 PROFESSIONAL SURVEYING LBj6113 CLEARWA TER, FLORIDA 33759 . , ",' (727) 669-0522 2 ANCLOTE ENGINE E RING SUNSET ROAD & U.S. 19 BOUNDARY & TOPOGRAPHIC SURVE Y NO. E .. ... . SECTION 6, TOWNSHI'P 29 S., RANGE 16 E., CLE ARW ATE R, PINE LLAS (~OUNTY,'" f~QR,P''\l R.' X .. lINiJ{//<llCUtf) TE1EI'IHWE PAlNTIWIK r.u:!,o_ T lJ.TJI. 0- · APPROXJJIA7E LOCAlIQY OF IJNlJEJiCIlaNI) JEl.E1'II(JiE OOU' IIIDI m.f1lHtWC l1JKI1Y /1OX ~ mEJlHfWE CAllE WAIittIIC JIARICER r.p. . .. 1EUPfI(JtE Pat f.QJL. .. ~ lID a>>nc IN IWlNJNG 1iARKER, F.II. ..... ;(O.. CIHlIfRGROlHIIID Cl'1JC LIE 'AMlT IIAI/IC ..J ~Il ~.. w~. APl'Rl>>aIIArE UlCAJI(W OF IMtIERfit<<Ul) WAD II IJIE IIIDI fflE 1IIflRAHr. IrA lEI VAUC . AIEmt ' i . WAD UNE PAINr IWlK R 1Itv.... RWL ___. APPROJaJIArE LOCAJI(W OF ~ RBlSC WAD .Rill lW( REUSE I'UER VAU( j IIEJEJt ~. .. RfVSt lIMIER lIE PAIIT /lARK a( )(.. ,. awN 11<< IEHCE lNESS ODfRIIl5E NOlCD A .. PARKlNG POSr at BaWD awe. ~ : =TANK ASPH 1~:;!;q?;"'~'f"l ~ ASl'HALr F JlClI .. fLC1iIDA DEPARlIIENr OF JRANSl'atrA 'IKM SR.o. .. STAre ROAD DfPARBIDir aR. .. cmaAL IEctJlD Bta p.LS, . flfllfrS'SllJ#Al. WI) SlHMYaf lBI . UCfHSEI) BUSKSS M4MlER O/A .. 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SUITE 17 PROFESSIONAL SURVEYING LBI6'1J CLEARWATER, FLORIDA 33759 (727) 669-D522 PREPARED fOR: PROJECT ANCLOTE ENGINE E RING SUNSE T ROAD & U.S, 19 T'l'PE Of S URVE Y: BOUNDARY & TOPOGRAPHIC SURVE Y SECTION 6, TOWNSHIP 29 S., RANGE 16 E., CLE ARW ATE R. PINE LLAS COUNTY, FLORIDJ~ 1 .1 I TREE LEGEND 12" ~... '2. OAK TREE .2" @... '2. .wLLOW TREE 12" Q... 12. MULBERRY TREE 12" 4>'" f2. PAUl TREE '2" ~... f2. CHINESE TALLOW ~Ef. 12" (#... f2. MAGNOLIA TREE 12" ~... f2- CITRUS TREE 12" . >= f2" EUCALWWS TREE 12" ... f2. EAR TREE .2" ..... '2. PINE TREE 12" ..... f 2. CEDAR 12- <J... f2. TALLOW TREE 12" ~.. '2" MAPLE TREE 12" 4... '2- BAY TREE 12" <4... '2. OTHER SPECIES 12" ~... '2. CYPRESS TREE 12- ~... f 2. PECAN TREE 12" ... '2. BOTTLE BRUSH Tf E 12" @... '2- CAMPHOR TREE 12" @)... '2. CHINABERRY TREE. 12" ~.. f2. PERSIMMON TREE . 1 1 LEGEND OF SYMBOLS AND ABBREVIATIONS ( ( D. i .. I/NDfRC1lOUND JE1I1'H(N PAJNJ IJARI( T.U.:!..O_ T u. 1.",. 0- . 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