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Z ;X 0?0ooooo 3 gallon, 24. ht. )( 24. sprd., 36" o.c. .... ~.. RI 375 Raphiolepis India Indian Hawthorne ~ ... fl" - ~. BEDDING PLANTS Z M~ 0 ~%%~;:i1 b. IW Impatiens wallerano Impotiens 6. cant., 8-12" hl 12"-18" a.t, ~ II' - rf7 ff fd ~ > CR Cothoranthus roseun Periwinkle 6. cant., 8-12. ht. 12"-18" O.t, Z 00 "" 0 ~ 01 Dianthus app. Dionthus 6" cant., 6" ht. 6.-12" O.c. . 0- . ~ ~ MISCELLANEOUS '" at Mulch Shredded Cypress Mulch Grode 'A', 3. Layer .. Z .M - O. Z Z ~A <Ct m; . ... A. :1:0 " "Et iii . z :! <Ct .. ... . :)~ ... ~&t - ~~ ~ V i" \ ,- _~ __Jt~~TERd.t~ ,BUILD::J;_~_ 8<6g8o 0 PALM 412.23' <'Q., --25' REAR YARD SETBACK I l to ~ ~ ~ RETENTION/ BASIN / ~~&> ...o~~ o~~$ o 23' WIDE DRAINAGE EASEMENT o PALM &,gCLUSTER PALM CLUSTER ____25' JEFFORDS STREET oU' R.D. W. ---- t~ QJ-L WIRE J t ~ \ \ \ \ \ \ \ ~. ~\5 0\0 ex: . 0\ ex: :J~O ex:w 0\ \ O.OO'(R~ NES Comm.: 0040 I Drawn By: N.W.M. I - Checked By: J.V.I. Issue Date: 08/03/00 Revisions: No. Date Descri tion 09121100 10/19100 01122101 SUBMISSION 04111101 REVISED ~ DESIGN/DEVELOPMENT o PERMITTING & BIDDING o CONSTRUCTION DOCUMENTS ~,. ,., '!Ii ,j ."., I'fI!' -< .t,$ .~~ "', ' 'tJt;. ( "",:) ". . ..;# " ~i1" '. "'. ~'Pb ..,. .'", r. #' . ~ ~ f '" .:....".i. >- w ~ ::>> U) w LLI 0=: I- C) :z - I- CI) - ~ ~ z :3 "- LLI D- C) U) Q Z :3 w (.) Z w C - U) ~ LLI _ 0= ~ o Z Q ti <( 0:: Ii' :!E e ~ D. ~ ~ c:( Q ~ ~ ~~ ~ ..... Co) \ SCALE. 1..20' 20 o 10 20 40 L 1.1 ...... o o ru ir> ~ Ui (Y'l o ...... ....... ....... C- e. < '0 aJ 3 C'I 3: '0 t!) z: ~ z: o N lJ.J 0: .....- o ~ o o .....- o o o ru .....- tf) .4.J U aJ '...... o C- ~ tf) C'I c: ..... 3: !1J C- O .....- a.: NORTHEAST CORNER LEGEND: FIR ~ OF LOT M FND. = FOUND / \ \ SN&D = SET NAIL & DISK / \ FIR - FOUND IRON ROD / \ FIR&C = FOUND IRON ROD & CAP I \ SIR&C = SET IRON ROD AND CAP \ \ FCM - FOUND CONCRETE MONUMENT / I SEC - SECTION I \ TWP - TOWNSHIP I \ RGE - RANGE I \ \ M - MEASURED I \ ~ P - PLATTED I \ CIS - CONCRETE SLAB I \ CORRECTED MAP OF HARBOR OAKS ~ CLF - CHAIN LINK FEINCE / \ (PB. 3 PG. 65) \) ~ GUY WIRE I \ ~ - UTI LI TY OX I \ \ SOUTHWEST CORNER 0 - B I 1.00' EASEMENT FOR 'U> - POWER POLE I \ /OF LOT M WALL MAINTENANCE ~ - SIGN I \ 8 '( ) "' PALM CIB BUILDING ~ /PER O.R. 8903 PG. 2214 II SOUTHEAST CORNI=",iR r-~O.OO _R___~^ r____~N&D i" CIlUSTER- 1 412.23' / /l'PALM /1'1 . LIMIT i / OT M "I : V -PALM! .:;---...----..... -----.-:;;-i?~...-l-8W6~01.) o PALM ~ ..6 - 9.5 CLUSTER .v O:.=. ~-" r,7~) I 91.15.0..(~~1f ~ u PALM 0 . \CJJ' 8<6 PALM %0 8~0 230' I 1"",,- - FIR~ C I % 7" "7 CLUSTER ~ANITARX Jon'" CLF if UFT S~~.A/e /AI/IS \\\1H Ale / d 96'55'43"(M) 0- /1 INV. 0.4~~__ __ Kt;t"' - 15 sP~X. ZONING: '0' ~' g.\ : (~'vO.7' SEAWALLil~';===='7,~======__~"'P'rl"1- <.7 REZQAr;JJ:: TO: 9LDR I ~v U' ~ 1 \..1 0 22'~ ~ ~ ~ I \(' 1.3' SEAWALL ____ --- :::::::::__ LBASIN' 1. p..S?'r\/\ I 9, N 2 STORY MASONARY BUILDING ,..... !Jp t I ---.... 1'- - - \ .rS ______61_.30_' _______ . _'?~ 86" OAK ';~~~)':: I << IJIf~___6" RCP - - ::: ::: '.::::: ::::: ::::: _ _ ,':' Ill) ~ ~~ DEAD)"~ - m _ _ A" '- I~ ..... '--.... ll) , -- -- -- -- ~ ,"'~ ~ ~ I "< - - ::::: - - 9. AMBOO - " L - - 10' .... >-< ~ 0 ! '- [),1 - - ::::: ::::: ::::: _ (f) (f) I SIGN. CLUSTEr~ ~"" 8. 35'lr-.. _ I I _"0' / D I >- ~ - -:::::::::: -i::::: - _ ~ N \ L -.,~ I L -;;l 46' :q ~ 12" JUPITER d I <( ~.6 iJ; - - == == - - ill DUIllPSTER \ 8.65 i.!..;TJ,^ 44.9 L _ ~:: r - _I j ~ t<') --:::::--n / (~\," 77.90' \0::- _ 7.25 ItA ,---6' u,.LC WALK 83'4'17"(M) i.... I 0::: S'! WALL FLUSH cis WITH 4" LAUREL ~,~ ./"" ,... - - Q ~IGN DRAINAGE '-" ~C ......., I w ~ j / 6 e OAK ~}t) L'Q INLE~ N \ I f- I...fN&D wi DRIVE LIGHT ''Af:.r:...n6'~6'~g.9 'f.J'~~ ~\ ~- v /; ~~POST .-") /-850.00'(Rl__-1t\ <{ ~ 13000'(R) - " /0 · WALL /i~2~rA :>E BI ~ -:::::::::::::::-_ "1 ,o,e:ri L\ rri ......-, I \ I-~----..!>. ~vn... _ /" 6.5 / le~'1 ~ ./ \ \..-)x 'iJ 9.1 ~O~ 1 \ \0.1 \~'?l t>-.S?'r\~ ~ /TPALM8y ::j/\~.o~lSJ9'S ~ I v -.J ~ S:J PALM I 906 FIRR,('- -{. 6 ~ P LM~ ~ \...----' I ~PI' I ,a- 0 if O'~ .~ (),:n--.. \9, \ I ~ ~ ' n ~ ~ t] '\. I ~LUSTER ~ T / \ ~~da~LE CL ~STE 15 U0 F- 15" ~~~r:~4') ! 10.6~65' FOP 139.80'(R) FIR&C ./'\ 1~~9J \ I if) U Bs ~ 1 "J I 6'~ ,s ( ooa: 1 DEAD 1.~ .. K ,J? . ~ \, / 55.56' I ~ : 8 ~ ~ ~,--. c \ d-G '\ V 6 - 913~:E'. ZONING,' ~ C ~ i~~~~ 3.58;6~ a ! f-eJ n ~ ~ G \.-- \~ ;:F.i /i~~Y ~E~ON E., TO: 'U~~~Ou ~Q:~.54~ v): ERXE'ZOZNOEN I NTOG.: :(1)7 I ,n,S g 23.56' N ~ , u! t: r-' -"c..,'\ '\<{. ~R 6~ I 31,28' 1 51.72' '(\ ~5'.j9' ~t1 4' AK . SBpEAXC'ES i \Y ~ 0:::::=1 I z p..S~p..l\ Sr-\ ~S' -.. '< ~ ~ 6~.45" ~ '~ I (). \ r () .... 1 STY CBS ~ I- ~ 1 STY CBS ;: "l.8 \O.A ~ ~ gA~R'I~ ~OVER D . ~ M EAN ~I GH WATER ELEV A T1 ON 1.36 FEET rro:: /' i^ ~ 0 -v [{J n ~?N J ~JAUREL ~ LOWf.!r 3 ~~ G FLOOR it 8',':1 ~1 0" OAK # 21 0 ~ ""- q SOU TH 1/2 ~.5 1 S" Y C E S a <0 NGVD 1929, AS LOCATED 4/23/96 ' Ifo- ",~'C. , ~/ 60 227'~ ~ .., ELEV.= 8.14 .,:- d LOWf.ST LIVING FLOOR ,OF LOT 30 3.52' ~:; ALONG,FACEOFSEAWALL__________ ~ <2(.~;;'~ ~(~'J - I - ~ ~ ELEV.=10.6 () t 0 ~o~ r ------- ......... ,~v s"''(')'" ~,''<;. 1''rI~\.I.... ! 31.95' 1.h.42'~I7.~ 34.34 .... 6A ~llL( WO' "5= (3) 3" OAKS Sf: 9 A 5 EX. :g ~ ~ I ~OM:~~~ i^ <<---SSY "", 91'15'O"(M) n ~ ~ 11'5.38 356": 8'4" OA~ ~~ I . SPACES ~ 27.03' N /u~ I In I "oJ ~ (u ( · n ':1"\ 100 (.. 1. 0 CITY OF CLEARWA TER/""1 I IJ;Y ~8~~~ 0" (M) )'" ,,~.) 6 A'J; ~~~~L ~ ; w ~ i)'Tf EE ~"i 1.5 42.56' 10" ;;;1 ~?1~" 2+.+2' _ 0- '" 62.84' I I ~ DB. I 1218 I' G. 407 a L 850.00' m L _ -' '\ r _ _ iND "'::X" SU T ~ PAl t.A .0' r,. \ < (l':>..... 130. OO'(R&M) }~ ~p ALM S rtf \0 6~~. \R&C GR ASS ~ ~ ~ l' - e CON C WALK ~ .... 9.\ 9.0 ~P ~~E/3 2 SP ~CES ~ V 0 -, 'J' ~ - - ~^- ~ n.1 ~ 0 ~ :: ~ ~ PAVEtvENT ~ D DISK ~~~IG o. PAL ~.~\6 ~~~l / '/ \6'~SIGN -PALMS I g) (;x. PACE' -48~ 931R~M)----------- ----------- -- --1------- ------ -----~ FN S, 9.1 /S,6 ~..,I -. LIGHT POST ON ciS Ck: / i~ LIGHT POST ~ 6.A S I ON ciS ~ 6. I V 1.1 1.1 9.e \']..1 FND NAIL & BOTTLE CAP,. . \ k 0 I , S 'Jy/ JT ~JO CATCH B~ _ 69 ct _ _ 6.zJEFFORDS STREET 62. _ ~ _ SOUTHEASlcORN - 60' R.'D.W. - - o~ - - 1.0 - - 6::' _ _ 10.6 _ _ _ \)1 OF LOT 30 1~.1 / / /. ;;tJ,'J t:' . I :>TIiIS DRAWING IS AN .1NsrRut.tENT ,or $EIM(;&" AlfO,', StW.I. RDMIt( 1liE PROPERlY Of THE 'f;NgINEER, ANI) SHAll. NOT BE, REf'R()OUCEt), ,P.v88s\iE!). OR. USJl) IN 00 WAY wmtOUT THE CONSENT Of TH~,., ,ENCINEEIt " . ~r;;x'v _~;~I ,,~~1qiT ')00() NOT PUBlISHED .,., '~. . '. .r-' 0.4:'),1.11'" .:; r;" . 4.'".,':"',,' -1- o::~ ,'.^- -faJ:1\f, " ., ,'. '~'.~!i. ~ !;#\i';"',';j;4'~','" . .."...~n;~~.,:. ., , _ 1" .~, ,i,', .... ~", "',',l' "~,",,' J....:. '" 'A".. '!ii . ."/ j.I r~ ;.tro.: _/ '. ..'i,\.... ~';{:~.,. ,~:." :.'~f.. f:: ~,\ .'.. ,~y. i ' ',..,.. '.'X . ''',< "" ~, ", ';)0; I 4, J.f./~~' EP' ;f!,,4 ",;::~ .;... :(; "'1'" /:" <(~, ~\.'~ ,," . COPIES 'Of" THESE 'PLANS- ARE NOT VAUD UNLESS EMBOSSED wrrn. ,Tl-lE SIGNING ENGINEER'S SEAL SEC. TWP. 29S RGE. 16 CERnFICA nON PARCEL I. LOT 30, BLUFF VIEW. OF PERRY SNELL'S ADDITION TO CLEARWATER, ACCORDING TO MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 3. PAGE 53. PUBLIC RECORDS OF PINELLAS COUNTY. FLORIDA, LESS THE SOUTH 90 FEET THEREOF. ALSO, LESS THAT PART OF THE PORTION OF LOT 30 WHICH LIES EASTERLY OF A STRAIGHT LINE DRAWN FROM THE NORTHEAST CORNER OF LOT M. CORRECTED MAP OF HARBOR OAKS, PLAT BOOK 3. PAGE 65. TO A POINT IN THE SOUTH BOUNDARY OF SAID LOT 30. WHICH IS 10 FEET WEST ALONG SAID BOUNDARY FROM THE SOUTH- EAST CORNER OF SAID LOT 30. PARCEL II. BEGIN AT THE SOUTHWEST CORNER OF LOT M, HARBOR OAKS, RUN WEST 850 FEET MOL TO CHANNEL. THENCE SOUTHERLY ALONG CHANNEL TO A POINT WHICH IS ON AN EXTENSION OF A LINE PARALLEL TO AND 90 FEET SOUTH OF THE NORTH BOUNDARY OF SAID LOT 30. THENCE EASTERLY 850 FEET TO THE HIGH WATER MARK. THENCE NORTHERLY TO THE POINT OF BEGINNING. PARCEL III. BEGINNING AT THE SOUTHEAST CORNER OF SAID LOT M. HARBOR OAKS. RUN EAST ALONG THE EXTENSION OF SOUTH BOUNDARY OF LOT M, 41 FEET MOL TO INTERSECTION WITH A STRAIGHT LINE DRAWN FROM THE NORTHEAST CORNER OF SAID LOT M TO A POINT IN THE SOUTH BOUNDARY OF SAID LOT 30 WHICH IS 10 FEET WEST ALONG THIS BOUNDARY FROM THE SOUTHEAST CORNER OF SAID LOT 30. THENCE SOUTHERLY ALONG THIS STRAIGHT LINE THUS DEFINED 22 FEET MOL TO THE NORTH BOUNDARY OF SAID LOT 30. THENCE WEST ALONG THE NORTH BOUNDARY TO INTERSECTION WITH A SOUTHWESTERLY PROJECTION OF EASTERLY BOUNDARY OF SAID LOT M. THENCE NORTHEASTERLY ALONG THE LA TTERL Y DEFINED PROJECTION 23.2 FEET MOL TO THE POINT OF BEGINNING. FURTHERMORE THERE EXIST AN EASEMENT OVER. ALONG AND ACROSS THE NORTHERLY ONE (1) FOOT OF LOT 30 OF BLUFF VIEW C. PERRY SNELL'S ADDITION TO CLEARWATER. FLORIDA. FOR THE PURPOSE OF KEEPING. MAINTAINING. REPAIRING. REPLACING AND OTHERWISE DEALING WITH A CERTAIN MASONRY DIVIDING WALL SEPARATING THE PROPERTY KNOWN AS LOT "M". OF HAHBOR OAKS SUBDIVISION. FROM THE AFORESAID LOT 30. WHICH DIVIDING WALL DOES OH MIGHT ENCROACH APPROXIMATELY ONE-HALF FOOT (1/2') ON LOT 30 AS AN INTEGRAL PART OF THE PRESENT AND SUBSEQUENT OWNERSHIP OF LOT "M", HARBOR OAKS SUBDIVISION. AND SHALL CONTINUE UNTIL SUCH TIME AS EXTINGUISHED BY PROPERTY CONVEYANCE OR TERMINATED BY MUTUAL AGREEMENT OF RESPECTIVE OWNERS. IN THE ABSENCE OF AGREEMENT THE WALL SHALL BE MAINTAINED BY THE OWNERS OF LOT "M", HARBOR OAKS SUBDIVISION. (OR. 8903 PG. 2214) LESS THE FOLLOWING: THE SOUTH ONE-HALF (S 1/2) OF LOT THIRTY (30) OF BLUFF VIEW, C. PERRY SNELL'S ADDITION TO CLEARWATER. PLAT BOOK 3. PAGE 53. PUBLIC RECORDS OF PINELLAS COUNTY. FLORIDA; LESS AND EXCEPT THAT PART OF THE SOUTH ONE-HALF (S 1/2) OF SAID LOT 30 CONVEYED TO CITY OF CLEARWATER BY DEED DATED APRIL 11, 1949, RECORDED APRIL 20, 1949 IN DEED BOOK 1218. PAGE 407, PINELLAS COUNTY RECORDS. ALSO LESS AND EXCEPT THAT PART OF THE SOUTH ONE-HALF (S 1/2) OF SAID LOT 30 CONVEYED TO D.E. RODGER AND ELMA F. RODGER BY DEED DATED JANUARY 4, 1956, RECORDED JANUARY 30. 1956 IN DEED BOOK 1576. PAGE 197, PINELLAS COUNTY RECORDS. ALSO LESS AND EXCEPT THAT PART OF THE SAID SOUTH ONE-HALF OF LOT 30 DESCRIBED AS FOLLOWS: BEGIN AT A POINT IN THE SOUTH BOUNDARY OF SAID LOT 30 WHICH IS LOCATED 489.93 FEET WESTERLY ALONG SAID LINE FROM THE SOUTHEAST CORNER OF SAID LOT 30 FOR POINT OF BEGINNING. THENCE NORTHERLY AT AN ANGLE OF 88'45' ALONG THE CENTER OF SEAWALL 90.02 FEET; THENCE EASTERLY PARALLEL TO THE SOUTHERLY LINE OF SAID LOT 30, 130.0 FEET; THENCE SOUTHERLY PARALLEL TO SAID SEAWALL 90.0 FEET TO THE SOUTH LINE OF SAID LOT 30; THENCE WESTERLY ALONG THE SOUTHERLY LINE OF SAID LOT 30. 130.0 FEET TO POINT OF BEGINNING. INCLUDING SUBMERGED LAND APPERTINENT THERETO 750 FEET. MORE OF LESS TO DEEP CHANNEL. (O.R. 5930 PG. 2076) This survey is made for the benefit of STEVEN B. CHAPMAN, DuPONT PUBLISHING, INC., BANK OF AMERICA, N.A., ITS SUCCESSORS AND/OR ASSIGNS, MACFARLANE, FERGUSON. McMUllEN, P,A. AND FIRST AMERICAN nllE INS. CO. I certify: c D I Q a. That this survey (I) Was made on the ground. (II) As per the recorded description recorded in PLAT BOOK 3 . PAGE 53 of the Official Records of Pinellag County. Florida and Is correct. (III) Shows the location of all Improvements and other matters on the subject property. (IV) Shows the location of all recorded easements or other matters of record affecting the subject property per legal description contained in those Instruments of record referenced on the survey. (V) Shows established building and setback lines. (VI) Shows the lines of all streets abutting the lands, the width thereof and whether the streets are paved. b. That any encroachments either way across the boundaries of the subject property are shown on the survey. c. That ingress and egress to the subject property is provided by DRUID ROAD AND JEFFORDS STREET os shown on the survey and that curb cut permits for the access are readily obtainable from CITY OF CLEARWATER d. That the location of all Improvements. if any. on the subject property is in accordance with all zoning laws regulating the use of the subject property, applicable lows containing minimum set back provisions and covenants and restrictions of record. e. That the subject property does not serve the adjoining property for drainage. ingress or egress, as shown thereon. f. That there are no matters on adjoining land that would prevent adequate drainage of surface waters from the subject property. g. Complies with the "Minimum Standard Detail Requirements for land Title Surveys" as adopted by the American Land Title Association and American Congress on Surveying and Mapping adopted in 1988 and meets the minimum technical standards set forth by the Florida Board of land Surveyors pursuant to Section 472.027, Florida Statutes and Chapter 61G17-6, Florida AdminIstrative Code. E , H I IrIAGNOUA . . OR. PARCEL IV. BEGIN AT A POINT IN THE SOUTH BOUNDARY OF SAID LOT 30. WHICH IS LOCATED 489.93 FEET WESTERLY ALONG SAID LINE FROM THE SOUTHEAST CORNER OF SAID LOT 30 FOR A POINT OF BEGINNING. THENCE NORTHERLY AT AN ANGLE 88'45' ALONG CENTER OF SEAWALL 90.02 FEET. THENCE EASTERLY 130 FEET. THENCE SOUTHERLY PARALLEL TO SEAWALL 90 FEET, THENCE WESTERLY 130 FEET TO THE POINT OF BEGINNING. SITE MAP ALL OF THE ABOVE L YlNG AND BEING IN THE SOUTH 112 OF THE SOUTHWEST 1/4 OF SECTION 16. TOWNSHIP 29 SOUTH, RANGE 15 EAST Dated th Is 23rd day of April, 1996. UPDA TED: 6/15/00 NOTES: BENCHMARK UTILIZED IN THE DETERMINATION OF MHW IS PINELLAS COUNTY ENGINEERING DEPARTMENT STA TION "HARRIS 0" BRASS DISK IN CONCRETE ELEV. 24.37 NGVD 1929 (ADJUSTED VALUE). MEAN HIGH WATER ELEVATION 1.36 FEET. NGVD 1929 BASED ON EXTENSION OF TIDAL DATUM FROM TIDE STATION 872. THIS MHW SURVEY DOES/DOES NOT MEED REQUIREMENTS OF THE FLORIDA COASTAL MAPPING ACT OF 1974. DATE OF REVIEW PENDING Ronald L. Hughes State of FlOrida Surveyor Registration No. PlS 3747 co.. i QO o co.. FND "XU CUT 9.ge ~ S. L .) s.\ r.. ,,1 ~ 1.J 6\ -tArA ,v ~ A v ~ Q ... ~ v \ \ A.,) 15E .. o N II .. ... r- . . W ...J <( U if) ~ ~ I ~ ~ \ \ \ \ \ \ e,6 C:)J \e'So\ . <!.3 o . cr:~ s\\~ cr:~ o \1,9 \ \ \ \ 1 \ \ O:qO'(R)\ \0' 8'~ \""'1,.. .. , ~ ;: 6,0 t3e,-' .r;.,.~ ~ h.~ \\S,\ v QJ1. WIRE .~ -.......--- G~ z ~~ 2 00 .. ~~ .. "If Z ~ ...- o -~ A. t- A. V\ '" '" z e~ .. .. ~ = )(~ :!@ . ~z ~v ~ ~~ .. MZ ~ ~.. .. ~ -- z t-" o S~ ~ III - > ! ... tii '" ~ .., .. CD 00 o 0. . ~ ~ " Qt- Z .= i 0<( Z ~A .. fa&; ~ zO A u~ z at .. 4. M81 .. :z:... .... . ~:. .. '" ~ - ...~ ~ 2u NES Comm.: 0040 Drawn By: N.W.M. Checked By: W.M. Issue Date: Revisions: No. Date 01/22/01 04111/01 08/24/00 Oescri tion SUBMISSION REVISED ^ 7\ ^ ^ ^ ^ ^ ^ ^ li / 7 / / / / 7 / / / / S DESIGN/DEVELOPMENT o PERMITTING & BIDDING o CONSTRUCTION DOCUMENTS (I) Z o - ..... - C Z o (.) c:J Z - ... (I) - >< LLI w U Z w C - CI) ~ LLI _ 0::: cr:: o Z Q~ c:( ~ ~ 11III:: e W ..:: !:: a.. ::)....... <C ~ ~ :c ~ ~ (.) :: d C3.3 ,,.. I INV. 0.40' I "", I I I'~ ::---- o o 10 0:- I il ~I 8' gl I I I MEAN HIGH WATER ELEVA TION 1,36 FEET I ~ NGVD 1929, AS LOCATED 4/23/96 I b ALONG FACE OF SEAWALL ~~____~______________I g I 1106 DRUID ROAD S. 16/29/15/09432/000/0301 EXISTING OFFICE BUILDING - TO REMAIN TOTAL 17,208 SF LESS STAIR, ELEVATORS AND COVERED PORCH 2,135 SF GROSS FLOOR AREA 15,073 SF LOT AREA = 53,184 SF = 1.22 AC FAR = 0.283 r-- - - - - - - - - - - 224' _____25' REAR YARD SETBACK T1 i I ... i~ I I~ I- I~ I~ CD -..J I- I~ ~ Iw ~ S( i I S,\\~~\)G'\ S'0 S \ I I 'v GO\-' I ~\; 0 I I O~S '\ '\ GS _l -~~~0-~~~~ ~S <<--SS ~ CATCH / BASIN o EX. ZONING: REZONE TO: , 0' LDR "-25' FRONT YARD SETBACK 227' - - 130.00'(R&M) -- .-- - - - - CL- - - 454.10 - - JEFFOROS STREET - -cr\~ UIJ R.u. d-:- - PROPOSED ZONE = OFFICE (0) OFFICE 1106 DRUID ROAD S. TO REMAIN GROSS FLOOR AREA == 15,073 SF NET LOT AREA = 30,391 SF FAR == 0.500 LOT AREA 30,391 SF 210 JEFFORDS ST. 16/29/15/09432/000/0303 EXISTING OFFICE BUILDING - TO BE REMOVED TOTAL 3,924 SF LOT AREA = 7,595 SF = 0.17 AC FAR == 0.517 ...... C> C> ('\J " ('\J 1C C> ~ JEFFORDS ST. 16/29/15/09432/000/0300 EXISTING HOUSE - INSTITUTIONAL USE TO BE REMOVED TOTAL 2,077 SF LOT AREA == 10, 118 SF = 0.23 AC FAR == 0.205 TOTAL LOT AREA == 70,897 SF == 1.67 AC .;..; ...... ...... ..... C- o. <1: "'0 Q) 3: 2' )( 2' COLUMN (PILASTER) C'l ~ "'0 Q) ...... ..... en - C> -.:r C> C> - C> C> C> C\.J - en ...... u Q) o C- a. - en en c: ..... ~ <U C- o -' 0..: :f I.. 25.0' RESIDENCE - 200 JEFORDS ST. ZONE == LOR LOT AREA - 40,506 SF 63.0' 8,0' ELEVAllON OF 61 HIGH SECURITY/PRIVACY WALL SCALE.: ,. - '0' SEE SHEET C3.1 FOR PLAN VIEW -= 66.0' I - - ' I I . ~~, \.....II IX) ,-. ~ ~, ,- I I ~ o <{ CD I- W (J) , I I I I J , I / - , I ----- ----..- ......_._-.._~---- - - - - - - - - - - 230' , 20' SIDE SETBACK - - - - EX. ZONING: '0' TO REMAIN 2 STORY MASONARY BUILDING #1106 DRUID ROAD S, - - - - _ _ 16/29/15/09432/000/0.301 ------------, I L-l L_, L- y:: o <{ CD I- W (J) W o (J) o N DRAINAGE INLET \ ~ II Y: <( CD I- W I~ o EX. ZONING: P'I' REZONE TO: I '0' ,~ N IC? o 10) - - I I I I _ J ~-25' FRONT SETBACK I' I 1 100' ::I 349.93' R&M) ~'!r.9T(R&M5 ~~- - - -- -- ..- /-1 I L_ ~20' SIDE SETBACK - - - - 139.78' ---------- ------- ~------------- - - -_ Qj1,_WIRE 1 t r:-r PAINTED STUCCO 6' -0" O.C. 111== "==1"==1" 1'-0" 12" 11== "==111 ==1" 12" 1 '-0" 3 - #5 CONT. 1- 36" WALL SECTION N.T,S. ... - 01 .(1) \- ~\ o ~\ - - 24" 1~12" T 12":1 111== "==1 "==111 12"I I. 48" COlUMN (PILASTER) N.T,S. /. 22' RECESS 12' GATE -I 5.0' 5.0' 21.0' 22.0' -_._--_._._--~.."--_._---~------_._--_._-._---~--------_.~._------- . . . . 4- #5 BARS 1 " 24" " - - 31 ' \ \ \ \ - \ \ \ \~ \ .~ \0 \ \ \ - - \ \ \ \ \ \ \ \ \ \ \ \ \ \<.0 -'" \ .~ \ o. \ \ \ \ \ \ \ \ \ -------- ~ 4- #5 BARS , \ \ \ \ \ \ \ O.OO'(R~ \ c1. ~\3 ~\c? O\CL ~~o CLw 0\ \ SCALE. 19.20' .. z ~t J 0 00 - I- ,\C of( ..0" "" I- .... :E ~ ....- 0 ~" ~ "" "^ ""A Z bz of( ..- I_ tJl ce xt I- of(Q II. . ~z ..0" ... 0011I .' of( MI- .'" I- Mill Z ....z III .... ~ ... ~- ~of( Z Mt 0 b. ~ 1M - ~ > z IX) "" 0 .- c> M . -" .0 " o~ .. Z "N\ Z o. Z ~A of( ~- ., ... III ~ ~ ZO o ~~ Z ~ .. of( ~. ... ... .. · 8~ ... "^ ~ - ...... ~ o:t " M" EX. ZONING: '1' REZONE TO: 'LDR' " ,I I I - III, ,', NES Comm.: 0040 I Drawn By: N.W.M. I Checked By: J.V.I. Issue Date: 08/03/00 Revisions: No. Date Descri tion 01/04101 01/22/01 SUBMISSION 04111/01 REVISED ~ DESIGN/DEVELOPMENT o PERMITTING & BIDDING o CONSTRUCTION DOCUMENTS C) Z - Z o N C z <C U) w Z - ... ~ ~ w a.. o 0::: a.. 3: LLI Z llilS DRAWING rs"ANil~;oI,~'~o~ RO.WN lliE PROPERTY OF lliE ~1~~~OF~~~~~~,':~~~I~~&omy~~ypu~ ';'i;' ;,P ",,?-~,,, ~', ;/. ',' '>;JiI~'''''' p ., l~/ i;j,<i'~,'f" ":'< ,/t.' .~~ i(f,;>:':'d)' . "" Q.1,"" \,;',:t~~', U',''l'' 'j,'Q;~. ? ,<:lI-p..,lJ,.4! . i." . , WlLUAM,', , , .Me, '~N #50252 ~. . >II ! I r- .~ . COPIES OF; THESE PLANS ARE NOT VALlO UNLESS EMBOSSED WITH THE SIGNING ENGINEER'S SEAL ~----'--,--,--- .-.----------. ---"----- I ! LU U Z w Q - CI) ~ LU ~ - ~ 0 Z ..... Q L&. c:( .. 0::: 0::: ::E Q LLI - .... D. ::) ~ ~ <C Q 0:: :c CD ~ <<:) (.) .... .... (.) I C3.2 PLANT MATERIAL SCHEDULE SYM. QTY SPECtFICA 110NS SITE DATA EXISTING (E) PROPOSED; (P) REQUIRED ZONING: o cl I OFFICE LDR OFFICE LDR OFFICE FESIDENTIAL OFFICE lAND USE: INSTITUTIONAL OFFICE RESIDENTIAL RETAIL RESIDENTIAL 2 OFFICES USAGE: 1 RESIDENTIAL ONE OFFICE RESIDENTIAL OFFICE RESIDENTIAL 70,897 S.F. 30,391 s.r. 40,506 s.r. t 0,000 S.F'. 20,000 s.r. LOT AREA: 1.63 ACRES 0.70 ACRES 0.93 ACRES (Milt) (MIN.) BUILDING COVERAGE: 5,8<< s.r. (TO REMAI~) 5,844 s.r. RESIDENCE 3,918 s.r. ~REt.tOVED~ (s.r. ct " OF' GROSS SITE) 2,077 S.F'. REMOVED 15.4" N/A --- --- GROSS FLOOR AREA (S.F.): 21,074 s.r. 15,073 s.r. F.A.R.: 0.298 0.<<6 N/A 0.50 0.30 91' EXIST. 91' EXIST. MIN. lOT WIOTH (FT.) 110' --- 100' 100' FRONT: 31.<< EX. 31.<< EX, 25' 15'-35' 25' SETBACKS: SIDE: 20.26 EX. 20.26 EX, 15 10'-20' 15' REAR: 278' (NEW) 25' 10' -20' 25' HEIGHT: (EX. BUILDING) 30' 30' 30' 30' PAVED VEHICUlAR USE AREA: 37,870 s.r. 14,479 s.r. (V.U.A.) 0.535 0.332 --- --- --- IMPERVIOUS SURFACE RATIO: 50,046 s.r. 20,323 s.r. (I.S.R.) (MAX.) 0.707 0.668 --- 0.75 0.60 OPEN SPACE: 20,784 s.r. 10,068 s.r. (S.F. ct " OF' GROSS SITE) 29.3" 33.1 " --- 0.25 0.40 PARKING LOT INTERIOR LANDSCAPING: 1,470 s.r. 2,557 s.r. (S.F. ct " OF' V.U.A.) 2.08" 17.7" --- 10" --- PARKING: 75 45 2 45 2 PER UNIT !i2 SPACES ON SITE PARKING CALCUlATIONS: FOR 15,073 s.r. 0 3 SPACES PER 1,000 S.F. = 45 SPACES t 3 SPACES ON HOSPtT AL SITE PER AGREEMENT 45 SPACES PROVIDED OFFICE 2 TO 3/1000 G.r.A. v//~ - EXISTlNG ASPHALT L 1"1 LANDSCAPE SITE PLAN SECTION 16 , TOWNSHIP 29 S, RANGE 15 E CITY OF CLEARWATER PINELLAS COUNTY, FLORIDA .IREES. u @ o o 16 QV 22 MG 3 SHRUBS ~ lIS 85 oooocooo Rl 375 BEDDING PLANTS ~%i"~;?i1 IW ~JJ/d CR ~DI MISCEUANEOUS Mulch BOTANICAL NAM~ lagerstroemia indic'J "Natchez" Quercus virginiano Magnolia grandifloro COMMON NAME Natchez Crape I.fyrtle B/B. 2" cal., multi-trunk 8-12' ht. lC 4-6' sprd. \ ) Uve Oak B4:B, 4. col.. 12'-14' ht. lC 7' sprd... 5' c.t. Southern Magnolia B&B, 2" col., 8'-12' ht. lC 4'-6' 'pro. Viburnum odoratiSl'limum Sweet Viburnum 3 gallon. 24" ht. )( 20" sprd" 36" o,c. Raphiolepis India Indian Hawthorne 3 gallon, 24" ht. )( 24" sprd., 36" o.c. Impatiens wolleron~ Impatiens 6" cant., 8-12" ht. 12"-18" o,c. I 6. cont., 8-12" ht. 12"-18" o.c. Cotharanthul rosellS Periwinkle Dianthus lIPp. Dianthus 6" cont., 6" ht. 6.-12" O.c. Shredded Cypress Mulch Grode 'A', ;}" loyer LEGEND INDEX OF SHEETS f) ..'. )>1 - NEW CONCRETE C3"1 SITE PLAN.APPLlCA TION C3.2 NEW PROPERTY LINES AND ZONING - NEW ASPHALT C3.3 EXISTING CONDITIONS 6' MASONRY WALL 8.0 8.5 NEW ASPHALT 9.0 Se.tcopy Avallabl. ..... <:;) <:;) N co u:l N o .:.,r ..... SECTION A-A N.T.S. EB III I ~t&~TER c/e:UILD:G_ t ' 224 · 8<6g80 ~o PALM ~-------------'~---- 230' J 412.23' ._M~r ---- ....". \lV. 0.40 PALM b - -----7- 210 L.F. 18" RCP @ 1.00% -- EXISTING OFFICE 2 STORY MASONARY BUILDING NV, 0.40' ! "" BANDON DRAINAGE PIPE .-1;J - -I 07' SJAWALL 1.3.1SEAXALL I I~ I~U ill~ w ~II~ 0:::: :5: ~ 1Z5 ~ ~I ~ ( ~i 04" 3" 00 DduBLE DEAD C.S. I ~O~ ~[:(JU1~*.5 RETENTION BASIN 5' A cO ~~~ 23' WIDE ,8 2" DRAINAGE EASEMENT ...---- A / C -+--- 0 I -------20' SIDE SETBACK ------------=-25' REAR YARD SETBACK DJ (REMOVE EX. CATCH BASIN ~~& iJ# r---l I L_-, L____J SIDE SETBACK >- <1::: $ 0::::: .......... W~ f-ci(j <(0:: $:;-'- o --.J~ <1:::0 f-OC) (J)'-- <1::: o U 0::::: W f- Z ~ U <{ CD f- W Ul Q PALM 0<68 CLUSTER 6' MASONARY WALL WITH STUCCO FINISH PAINTED OFF-WHITE (SEE SHEET C3.2 FOR DETAILS) 6' MASONARY WALL WITH STUCCO FINISH PAINTED OFF -WHITE WITH WEEP HOLES 4 F.T. O.C. M~N IHIGH~WATER ELEVATION 1.36 FEET NG D (j 1929 AS LOCATED 4/23/96 AL N, FAC OF SEAWALL 227' ..... ..... 3 0 :t WITH 3' WROUGHT IRON TOP SECTION 2'X2' COLUMN (PIlASTER) ~5~~NT10N C- o. 0<( "0 OJ 3: 0' X 'C ....... OJ OJ ~ OJ c:: o I OJ ..... '.... <J'l - o "" o o - o <:;) o N - <J'l ..... u OJ ....... o c- o.. - <J'l en c:: ...... X <U c- o - a.: r?Y1 LIGHT M POST 4' SIDEWALK 489.93 2-ROWS STAGGERED INDIAt\ HAWTHORN @ 36 O.C. _CATCH BASIN ct- JEFFORDS STREET oU' R.-O.W. -1 t QJ1._WIRE ;1 t ~ LEGAL DESCRIPTION PARCEL I. LOT 30, BLUFF VIEW, OF PERRY SNELL'S ADDITION TO ClEARWA TER, ACCORDING TO MAP OR PLAT niEREOF AS RECORDED IN PLAT BOOK 3, PAGE 53, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, LESS niE SOUni 90 FEET lliEREOF, ALSO, LESS niAT PART OF niE POR1l0N OF LOT 30 WHICH LIES EASTERLY OF A STRAIGHT LINE DRAWN FROM THE NORlliEAST CORNER OF LOT M, CORRECTED MAP OF HARBOR OAKS, PLAT BOOK 3, PAGE 65, TO A POINT IN THE SOUni BOUNDARY OF SAID LOT 30, WHICH IS 10 FEET WEST ALONG SAID BOUNDARY FROM THE SOUTH- EAST CORNER OF SAID LOT 30. PARCEL II. BEGIN AT niE SOUniWEST CORNER OF LOT M, HARBOR OAKS, RUN WEST 850 FEET MOL TO CHANNEL. niENCE SOUniERL Y ALONG CHANNEL TO A POINT WHICH IS ON AN EXTENSION OF A LINE PARALLEL TO AND 90 FEET SOUni OF niE NORni BOUNDARY OF SAID LOT 30, niENCE EASTERLY 850 FEET TO niE HIGH WATER MARK, niENCE NORniERL Y TO niE POINT OF BEGINNING. PARCEL III, BEGINNING AT niE SOUniEAST CORNER OF SAID LOT M, HARBOR OAKS, RUN EAST ALONG niE EXTENSION OF SOUni BOUNDARY OF LOT M. 41 FEET MOL TO INTERSEC1l0N Wlni A STRAIGHT LINE DRAWN FROM niE NORniEAST CORNER OF SAID LOT M TO A POINT IN niE SOUni BOUNDARY OF SAID LOT 30 WHICH IS 10 FEET WEST ALONG nitS BOUNDARY FROM niE SOUniEAST CORNER OF SAID LOT 30, niENCE SOUniERL Y ALONG nilS STRAIGHT LINE niUS DEFINED 22 FEET MOL TO niE NORni BOUNDARY OF SAID LOT 30, niENCE WEST ALONG niE NORni BOUNDARY TO INTERSECTION WITH A SOUTHWESTERLY PROJEC1l0N OF EASTERLY BOUNDARY OF SAID LOT M, niENCE NORlliEASTERL Y ALONG niE LA TTERL Y DEFINED PROJEC1l0N 23.2 FEET MOL TO niE POINT OF BEGINNING. PARCEL IV. BEGIN AT A POINT IN THE SOUTH BOUNDARY OF SAID LOT 30, WHICH IS LOCATED 489.93 FEET WESTERLY ALONG SAID LINE FROM niE SOUniEAST CORNER OF SAID LOT 30 FOF' POINT OF BEGINNING, niENCE NORniERLY AT AN ANGLE 88'45' ALONG rER OF SEAWALL 90.02 FEET, niENCE: EASTERL Y 130 FEET, niENCE SOU I dERL Y PARALLEL TO SEA WALL 90 FEET. THENCE WESTERLY 130 FEET TO 11-1E POINT OF BEGINNING. ALL OF niE ABOVE L VlNG AND BEING IN niE SOUni 1/2 OF lliE SOUniWEST 1/4 OF SEC1l0N 16, TOWNSHIP 29 SOIJTH QANGE 15 EAST LESS niE FOLLOWING: niE SOUTH ONE-HALF (S 1/2) OF LOT THIRTY (30) OF BLUFF VIEW, C. PERRY SNELL'S ADDITION TO CLEARWATER, PLAT BOOK J, PAGE 53, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA: LESS AND EXCEPT niAT PART OF lliE SOUTH ONE-HAlf' (S 1/2) OF SAID LOT 30 CONVEYED TO CITY OF CLEARWATER BY DEED DATED APRIL 11, 1949, RECORDED APRIL 20, 1949 IN DEED BOOK 1218, PAGE 407, PINELLAS COUNTY RECORDS. ALSO LESS AND EXCEPT lliAT PART OF niE SOUTH ONE-HALF (S 1/2) OF SAID LOT .30 CONVEYED TO D.E. RODGER AND ELMA F. RODGER BY DEED DATED JANUARY 4, 1956, RECORDED JANUARY 30, 1956 IN DEED BOOK 1576, PAGE 197, PINELLAS COUNTY RECORDS. ALSO LESS AND EXCEPT THAT PART OF THE SAID SOUTH ONE-HAlf OF LOT 30 DESCRIBED AS FOLLOWS: BEGIN AT A POINT IN lliE SOUTH BOUNDARY OF SAID LOT 30 WHICH IS LOCATED 489.9.3 FEET WESTERLY ALONG SAID LINE FROM lliE SOUTHEAST CORNER OF SAID LOT 30 FOR POINT OF BEGINNING, lliENCE NORlliERLY AT AN ANGLE OF 88'45' ALONG niE CENTER OF SEAWALL 90.02 FEET; lliENCE EASTERLY PARALLEL TO THE SOUlliERL Y LINE OF SAID LOT 30, 1.30.0 FEET; niENCE SOUTHERLY PARALLEL TO SAID SEAWALL 90.0 FEET TO lliE SOUTH LINE OF SAID LOT 30; niENCE WESTERLY ALONG niE SOUniERL Y LINE OF SAID LOT 30, 130.0 FEET TO POINT OF BEGINNING, INCLUDING SUBMERGED LAND APPERTlNENT niERETO 750 FEET, MORE OF LESS TO DEEP CHANNEL. (O.R. 5930 PG. 2076) FURTHERMORE THERE EXIST AN EASEMENT OVER. ALONG AND ACROSS THE NORTHERLY ONE (1) FOOT OF LOT 30 OF BLUFF VIEW C. PERRY SNELL'S ADDITION TO CLEARWATER, flORIDA, FOR niE PURPOSE OF KEEPING, MAINTAINING, REPAIRING, REPLACING AND OTHERWISE DEALING Wlni A CERTAIN MASONRY DIVIDING WALL SEPARAllNG niE PROPERTY KNOWN AS LOT "M", OF HARBOR OAKS SUBDIVISION, FROM THE AFORESAID LOT 30, WHICH DIVIDING WALL DOES OR MIGHT ENCROACH APPROXIMA TEL Y ONE-HALF FOOT (1/2') ON LOT 30 AS AN INTEGRAL PART OF lliE PRESENT AND SUBSEQUENT OWNERSHIP OF LOT "M", HARBOR OAKS SUBDIVISION, ~ND SHALL CONnNU&- UNn~ SUCH llME AS EXllNGUISHED BY PROPERTY CONVEYANCE OR TERMINATED By.... MUTUAL AGREEMENT OF RESPECllVE OWNERS. IN THE ABSENCE OF AGREEMENT THE WALL SHALL BE MAINTAINED BYrHE OWNERS OF LOT "M", HARBOR OAKS UBDIVlSION. (OR. 8903 PG. 2214) /< ' r ! ! ~/ I C / \ / .. --- \ /j1y }/1/1 '\.."f .~/ i'1 - r, (/ i! ! ~~. / I ! 1?(. -" i '" . ~/ I, i /_. ,/ I I i / J> ! '/i I I /-- ( ( ~I I SCALE. 19.20' ( I ~r' 1'1 r( . 1 / , ,.i('" . I,' 20 o 10 20 " ../ /', - l(~/ f .... \. 40 u~ ... tij .. '^l .., .. II z ~:E 2 00 ~ ~~ ... 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MEAN HIGH WA TEF~ ELEVA TtCN '1,36 FEET 0::: NGVD 1929, AS LOCA TED 4/23/9b I b ALONG FACE OF SEAWALL -~'_'___~~~_I g . , I I - --- - --.-J L ._____ ...._;;::. _.__. ..~-- --- ------- " c::' , :J FRON f YARD SETBACK 25' FRON r E r3A"K :3 ~ t, \", I Issue Date: 08/03/00 I Revisions: No. Date Descri tion Lt 01/04/01 & 01122/01 SUBMISSION 6 6 6 6 L 6 6 L 6 6 1 1 __ . 349.93'~&M) - I 48~.93'{~&Ii) -_.::1.~. - - ~ -. - --- . 208' \ \ \ l. ... -- ~' ~j 11 g' 130.0Q'(R&M) - - - - - - - - - - O,OC '(R r==:~ I 1 ~'===-~--'-----~~-- ~~----- --- '_j _.~ . _ __~ _ q; _ ~~-~-'---~~FFOR[ S STREET ~.- \ -.----6U~R.D. . ~-- -. 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TO REMAIN GROSS FLOOR AREA = 15,073 SF NET lOT AREA = 33,811 SF FAR = 0.446 LOT AREA 36,437 S'F 1106 DRUID ROAD S. 16/29/15/09432/000/0301 EXISTING OFFICE BUILDING - TO REMAIN TOTAL 17,208 SF LESS STAIR, ELEVATORS AND COVERED PORCH 2,135 SF GROSS FLOOR AREA 15,073 SF LOT AREA - 53,184 SF = 1.22 AC FAR - 0.283 Best Copy Available 24" I :12"-r 12":j 1--LL1 PAINTED STUCCO C!J Z - Z o N C z <C CI) w Z - ....I >- ~ W 0- o c:= 0- 3: w z RESIDENCE - 200 JEFORDS ST. ZONE = LOR lOT AREA - 37,086 SF 210 JEFFORDS ST. 16/29/15/09432/000/0303 EXISTING OFFICE BUILDING - TO BE REMOVED TOTAL 3,924 SF LOT AREA = 7,595 SF = 0.17 AC FAR - 0.517 6'-0" # 5 @ 16" O.C. 4- #5 BARS , II' i" ii' I: i I == I ...:::: I I__.! , II -- III" -.. ., I ,----. ii, -.'_.'..- I ----- I I -- -- , 1 - - - ,____ I ___, I - ,. I --. , I ' ' ! I . ,-"- I I' ;-"'-1 I __-"__ _._.... ,___ I I I -..... I [, I I - ,." -II' Ii", _ : ! -_..: i n'_H. i - - ' .___ I ,__ w (.) Z w C - VJ <( w c 0:: C2 o ....I Z C I.L. <:( ~ et:,n :!: !:! w a.. ~ i <( c ~ :r: ~ ~ (.) :: d 1 '-0" 12" 12" 206 JEFFORDS ST. 16/29/15/09432/000/0300 EXISTING HOUSE - INSTITUTIONAL USE TO BE REMOVED TOTAL 2,077 SF LOT AREA = 10,118 SF = 0,23 AC FAR - 0.205 TOTAL LOT AREA - 70,897 SF = 1.67 AC - 12,,1 I. l' -0" 36" I.. 48" 3 - #5 CONT. 4- #5 BARS WALL SECTION COLUMN (PILASTER) N.T.S, N.T,S, 1 2" I . . . . J seAL E. 1'-20' 2' x 2' COLUMN (PILASTER) 22' RECESS 12' GATE ~~o.r-l I' "' :1 I. 24" 20 o 10 40 o 0 -- -- 150' I- F: . .1 50' _I I. 8,0' ~ 12,0' 21,0' 66,0' .12'1. 63,0' 25.0' Tl..tlS DRAWING IS AN INSTRUMENT OF SERVICE AND SHALL REMAIN THE PROPERlY OF THE ENGINEER, AND SfiALL NQTcBE' REPRODUCED,P\)BlISHED OR USED IN ANY WAY WITHOUT THE CONSENT OF THE E~.. .. 0..... '.@CPfXRI9HT;2;OOO NOT PUBLISHED ~~~::.~t :"" <,' '%l .' - ...--", .,,<i",';l> ,/. ,~.::&rQ':fIi.r~f' :';cr WllLlAM"J:'MfcANN'H;$1l;2.52- ..:~ co PIES OF nre:SE:'P.lANS,AAR&,~No-:t!VALtOU N LESS EM BOSSEtt ,WITH"T1;ie---SIGNINO:.'ENCJNEER'S SEAL '!!';_lL. ..,... ~"" "." -.~~ .... . . ..... .. ~ '. .' - 22,0' C3.2 ELEVATION OF 6' HIGH SECURITY/PRIV^CY WALL SCALE: ," = 10' SEE SHEET C3.1 FOR PLAN VIEW ... u~ z ~~ 2 00 t- cp~ ~ ~" t- "lit Z " "lIt- o -~ A. to- VI VI ""0 z ez : xi t- ~@) u. . o-:r ~v ... co "" ~ ':4~ t- M "" Z "lit Z w ",.. ... ~ r:: :i z ~~ o _, ~ "'" - > z w SEC. 1 6 TWP. 29S RGE. 1 5E PARCEL I. LOT 30, BLUFF VIEW, OF PERRY SNELL'S ADDITION TO CLEARWA TER, ACCORDING TO MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 3, PAGE 53, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, LESS THE SOUTH 90 FEET THEREOF, ALSO, LESS THAT PART OF THE PORTION OF LOT 30 WHICH LIES EASTERLY OF A STRAIGHT LINE DRAWN FROM THE NORTHEAST CORNER OF LOT M, CORRECTED MAP OF HARBOR OAKS, PLAT BOOK 3, PAGE 65, TO A POINT IN THE SOUTH BOUNDARY OF SAID LOT 30, WHICH IS 10 FEET WEST ALONG SAID BOUNDARY FROM THE SOUTH- EAST CORNER OF SAID LOT 30. PARCEL II. BEGIN AT THE SOUTHWEST CORNER OF LOT M, HARBOR OAKS, RUN WEST 850 FEET MOL TO CHANNEL, THENCE SOUTHERLY ALONG CHANNEL TO A POINT WHICH IS ON AN EXTENSION OF A LINE PARALLEL TO AND 90 FEET SOUTH OF THE NORTH BOUNDARY OF SAID LOT 30, THENCE EASTERLY 850 FEET TO THE HIGH WATER MARK, THENCE NORTHERLY TO THE POINT OF BEGINNING. LESS THE FOLLOWING: CERTIFICA TION THE SOUTH ONE-HALF (S 1/2) OF LOT THIRTY (30) OF BLUFF VIEW, C. PERRY SNELL'S ADDITION TO CLEARWATER, PLAT BOOK 3, PAGE 53, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; LESS AND EXCEPT THAT PART OF THE SOUTH ONE-HALF (S 1/2) OF SAID LOT 30 CONVEYED TO CITY OF CLEARWATER BY DEED DATED APRIL 11, 1949, RECORDED APRIL 20, 1949 IN DEED BOOK 1218, PAGE 407, PINELLAS COUNTY RECORDS. ALSO LESS AND EXCEPT THAT PART OF THE SOUTH ONE-HALF (S 1/2) OF SAID LOT 30 CONVEYED TO D.E. RODGER AND ELMA F. RODGER BY DEED DATED JANUARY 4, 1956, RECORDED JANUARY 30, 1956 IN DEED BOOK 1576, PAGE 197, PINELLAS COUNTY RECORDS. ALSO LESS AND EXCEPT THAT PART OF THE SAID SOUTH ONE-HALF OF LOT 30 DESCRIBED AS FOLLOWS: BEGIN AT A POINT IN THE SOUTH BOUNDARY OF SAID LOT 30 WHICH IS LOCATED 489.93 FEET WESTERLY ALONG SAID LINE FROM THE SOUTHEAST CORNER OF SAID LOT 30 FOR POINT OF BEOINNING, THENCE NORTHERLY AT AN ANGLE OF 88045' ALONG THE CENTER OF SEAWALL 90.02 FEET; THENCE EASTERLY PARALLEL TO THE SOUTHERLY LINE OF SAID LOT 30, 130.0 FEET; THENpE SOUTHERLY PARALLEL TO SAID SEA WALL 90.0 FEET TO THE SOUTH LINE OF SAID LOT 30; THENCE WESTERLY ALONG THE SOUTHERLY LINE OF SAID LOT 30, 130.0 FEET TO POINT OF BEGINNING, INCLUDING SUBMERGED LAND APPERTINENT THERETO 750 FEET, MORE OF LESS TO DEEP CHANNEL. ,(O.R. 5930 PG. 2076) This survey is made for the benefit of STEVEN B. CHAPMAN, DuPONT PUBLISHING, INC., BANK OF AMERICA, N.A" ITS SUCCESSORS AND/OR ASSIGNS, MACFARLANE, FERGUSON, McMULLEN, P.A. AND FIRST AMERICAN TITLE INS. CO. I certify: c ... tii en- o I a. That this survey (I) Was made on the ground. (II) As per the recorded description recorded in PLA T BOOK 3 , PAGE 53 of the Official Records of Pinellas County, Florida and is correct. (III) Shows the location of all improvements and other matters on the subject property, (IV) Shows the location of 011 recorded easements or other matters of record affecting the subject property per legal description contained in those Instruments of record referenced on the survey. (V) Shows established building and setback lines. (VI) Shows the lines of all streets abutting the lands, the width thereof and whether the streets are paved, b. That any encroachments either way across the boundaries of the subject property are shown on the survey, c. That ingress and egress to the subject property Is provided by DRUID ROAD AND JEFFORDS STREET os shown on the survey and that curb cut permits for the access are readily obtainable from CITY OF CLEARWATER d, That the location of all improvements, if any, on the subject property Is in accordance with all zoning laws regulating the use of the subject property, applicable laws containing minimum set back provisions and covenants and restrictions of record, e. That the subject property does not serve the adjoining property for drainage. ingress or egress, as shown thereon. f. That there are no matters on adjoining land that would prevent adequate drainage of surface waters from the subject property, g. Complies with the "Minimum Standard Detail Requirements for Land Title Surveys" as adopted by the American Land Title Association and American Congress on Surveying and Mapping adopted in 1988 and meets the minimum technical standards set forth by the Florida Board of Land Surveyors pursuant to Section 472.027. Florida Statutes and Chapter 61G17-6, Florida Administrative Code. E G H I ~ o N II MAG/OUA I PARCEL III. BEGINNING AT THE SOUTHEAST CORNER OF SAID LOT M, HARBOR OAKS, RUN EAST ALONG THE EXTENSION OF SOUTH BOUNDARY OF LOT M, 41 FEET MOL TO INTERSECTION WITH .A STRAIGHT LINE DRAWN FROM THE NORTHEAST CORNER OF SAID LOT M TO A POINT IN THE SOUTH BOUNDARY OF SAID LOT 30 WHICH IS 10 FEET WEST ALONG THIS BOUNDARY FROM THE SOUTHEAST CORNER OF SAID l_OT 30, THENCE SOUTHERLY ALONG THIS STRAIGHT LINE THUS DEFINED 22 FEET MOL TO THE NORTH BOUNDARY OF SAID LOT 30, THENCE WEST ALONG THE NORTH BOUNDARY TO INTERSECTION WITH A SOUTHWESTERLY PROJECTION OF EASTERLY BOUNDARY OF SAID LOT M, THENCE NORTHE.A,STERL Y ALONG THE LA TTERL Y DEFINED PROJECTION 23.2 FEET MOL TO THE POINT OF BEGINNING. ~ . .. .. ::: co o 0- M , '" ~ " 0 to- Z ~~ Z O~ z ~O ~ ~- ... "'" ~ A. :to V'" '" ... u. Z "" ~ .A &lO ~ ~ :r WoI ... t- ~ . ::>~ ~tt = "lit ~ ~ O~ \J M V ~ W -.J <( U (f) . ~ ~ ~ I c.; ~ 5T, FURTHERMORE THERE EXIST AN EASEMENT OVER, ALONG AND ACROSS THE NORTHERLY ONE (1) FOOT OF LOT 30 OF BLUFF VIEW C. PERRY SNELL'S ADDITION TO CLEARWATER, FLORIDA, FOR THE PURPOSE OF KEEPING, MAINTAINING. REPAIRING, REPLACING AND OTHERWISE DEALING WITH A CERTAIN MASONRY DIVIDING WALL SEPARATING THE PROPERTY KNOWN AS LOT "M", OF HARBOR OAKS SUBDIVISION. FROM THE AFORESAID LOT 30, WHICH DIVIDING WALL DOES OR MIGHT ENCROACH APPROXIMATELY ONE-HALF FOOT (1/2') ON LOT 30 AS AN INTEGRAL. PART OF THE PRESENT AND SUBSEQUENT OWNERSHIP OF LOT "M", HARBOR OAKS SUBDIVISION, AND SHALL CONTINUE UNTIL SUCH TIME AS EXTINGUISHED BY PROPERTY CONVEYANCE OR TERMINATED BY MUTUAL AGREEMENT OF RESPECTIVE OWNERS, IN THE ABSENCE OF AGREEMENT THE WALL SHALL BE MAINTAINED BY THE OWNERS OF LOT "M", HARBOR OAKS SUBDIVISION. (OR. 8903 PG. 2214) PARCEL IV. BEGIN AT A POINT IN THE SOUTH BOUNDARY OF SAID LOT 30, WHICH IS LOCATED 489.93 FEET WESTERLY ALONG SAID LINE FROM THE SOUTHEAST CORNER OF SAID LOT 30 FOR A POINT OF BEGINNING, THENCE NORTHERLY AT AN ANGLE 88045' ALONG CENTER OF SEAWALL 90.02 FEET, THENCE EASTERLY 130 FEET, THENCE SOUTHERLY PARALLEL TO SEAWALL 90 FEET, THENCE WESTERLY 130 FEET TO THE POINT OF BEGINNING. SITE MAP .~ . ~ , ' , '~ ,. ,~ , ' ,,". NORTHEAST CORNER LEGEND: FIR ~ OF LOT M FND. = FOUND / \ \ SN&D = SET NAiL & DISK I \ FIR = FOUND IRON ROD I \ FIR&C = FOUND IRON ROD & CAP I \ SIR&C = SET IRON ROD AND CAP / \ FCM = FOUND CONCRETE MONUMENT I \ SEC = SECTION I \ TWP = TOWNSHIP I \ RGE - RANGE I \ M = MEASURED I \ P - PLATTED I \ CIS = CONCRETE SLAB I \ CLF = CHAIN LINK FENCE I \ ~ = GU Y WI REI \ o = UTILITY BOX I \ 1.00' EASEMENT FOR '"Ch = POWER POLE / \ WALL MAINTENANCE , = SIGN II \ LPER 0 R 8903 PG 2214 C/B BUILDING .. '" 4~. ~~' I SOUTHEAST CORN~R ,_ I 1=,"" _ g5 / ~~~TER /PLAT I 'T VOF LOT M \ 7~.6 I/tl ""0 /-~ P~LMO lYP-8'b~t~~TER SANITAR';;O 8~O ~ / ~~ \ ~}~RI C _// r./Il/ / /' /~ 9,".) .--C/S , 1"0 CLF ~ ~ ~ ji; - ~ ~ V~GJ ;.s 0'------ LI~:,~::O~Ale 12' 25 S' /A/e/~/' ,~TH Ale lei ~ fr 9~) T T T " 15SP~X, ZONING: '0' ILL [LI/ ~~;t, .e'",' ...r2 r rn 13~'o'45: I ~ ,lJJ , 1 ff2~~=*I~~\ ,"oi 1-. ~ CC ~ EX, ZONING: TO REMAIN .~ 10' L I 1 ~ Sl REZQ}~JJ:: TO: sJDR 1 1"\ ~ N 22'~ 2 ff!A ~ ; :::::::::::: - _ L"~ . BASIN 1- I f>.-S?'r\f>.-\.- g.o ~ 2 STORY MASONARY BUILDING ' '" W ~ c - -.::: ::::_- "\- _ _81 ~~ C',n? 61,30' ~ :)6" 0 ~ ~ - -:::: - _ ~>+',,- - - - - - - - - - - - - - - -r.,:A ~ ~ >< (OEAOfK ~~: -::::::::::::: - _ 9.4",...... or- X _ ~ -- -- BAMBOO 0 " L-:f I' - L 10' >-< ~, 0 - -:::: - SIGN ~7 CLUSTER 0" 8,35' I. I "") /,~ -.::::--- (/) Ol~ ~ Lf'i " ,...... . .--1 - -.::::- ~ - OJ U N \ L - 7'1~ I ~ . ~ b.12" PITER <t -:::: -;b \ 8.65' I~ 44 9 ~ .-: __ -'1 '6 Bi - ::::: :::: I-- _ 'f"-I ttD DUMPSTER L..:-.. , . . _ --.J I or- I~ ..,... - - ..-' ~ (hh \ 7790.r" 4 7.2~ . . / --.::::::\ "J 1~11 h' n.' ,I,).T- ~o,J Ill') '- 6 r.DM'C WALK 83.4'17"(M) ~...--J, )C/S WITH 6 4" LAUREL /'?7~'~.: l?IGN ~~~I~AGE '--' LIGHT ~ c..Ji. (.5 OAK ;1r8'~ ~:T.0~ ~./\\ ~-- ~. ~ ~~"POST lIo...?~ )Q.9 0 ' WALL 0 ~ pE BI - -.::::- ::::__ _ .1 ,( :\v, I\.\.-' ~........\ l#J , tJ ./ 5 '// I\. \' v..J ~S?'r\r- /TPALMS" ~ PQST('J ~ ~ ,,/, 6. 5,1 ./..-1 \ .\ 11\ 'i 9.1 -O~Co~:-~ J. ~ \(~\i ~ I ( j ~...): ,':J ~( ~9 o ~, PALM 7 o~8 FI~ - -t 6 ~ P" LMA~ ~~,~o :t --::--'p,UNK TREE f ,0 0 if eYe ~~ \ ~ 9.2 ~ ~ ~ ~ i" I ~LUSTER~ . I 0 '\ (D~dE;:'aA,aYD~~LE CLUSTE 14" b \) ~~ 15'r' ''''\ \!r'i,~l~T~~~"~~: ~ "OSr22:65'-- FOP -- -~~ -~ lM9sYliR) FIR&C b~ ' \ ~ ; ~ r''- \ } "J / \60 6~ 918' ,ZON1ING. ' AKS cC c;i~t~ 'If--- -- g 23.56' 358;SS % f'.\EC , ,,\,\1\1-"\ <": '}-' ..... \S"\. ,,_ tt&!fiER ~ 6 (~31.28' 1 51.72' '( I~ 5\' ,,4" AK R E Z 0 NET 0: (~~~~:r~ .-;:::- .~s I I 62.45' I I S' ~ ~ ~ I\Sr . \ V r()\~c ['" 'I 1 STY CBS g >-; ~ 1 STY CBS ~3~ .,0. ~ ~~U:~~ ~~~=~S' rA'~I~'~O':J~ C~S ~52' ~ ; .~ ~~ ~'~/M:~~~L\ \>-- \">. Q-. ~ I\SI' 981'15' O"~~{AL ~ ! 10 ~~ 11'5. 38' _~ 56: ~t-4" OAK ~;;' - --I-=~"'-': ~. 0 ~1~~3~F CLEAR W A TER~ ~ 88~04~'O"(M) \".. 1. 2 0 ' POST r ~~, 'Cx:>6"Tf'EE' S 6.0 13.12' I" 21;-12'-- - ._...__.._......__._ ~~) 62.84' ~ DB. 1218 PG. 407 ~ j'Y' loo '.11-;., ~ ,IA ~I \ ,C\) w .h6Y 1- A ..,4.2,s:i6' " 1""5' q 1~ ~ " "~S' ~,IV' b6~--) / "b!~'j' , U 6: - . ,:: 1~U.,... r T td)NC WALK i' - ~ ' ! :---:... '0 IAI M1,0. \ ',- (O~ 130.00'(R&M) ,0 ~PALMS '5' 0 _ J1R&C 1 GKA:::'" N '" N - I r .' .. 9 0 .~p~~c5 2 Se CES :::::::::' SIG -~.O , J' ~:J.0h.6 MEe>;J: 7r7 ~~~'PALMS hi' 0 _ ,== J-_ I ,___~, 34~~3'.ci&M)';;' '" PAVEwENT ' : ; ~ {J,g,v PAL J S6 ~~~~L 0 / .\ )~ 489.93'(R&M) ~ ) 'I il' EX tp~i-~.. 489r93'(R~M) I--~-------- ----------- -----;------i-t----~----/~ S.~) Is.S E~L1GHT POST ON cis 4 Iii: i , r; LIGHT POST ,. 6. .) 6'J .I I I 0,'1 I I : 1 .~ (/0 v ON ciS / 9' '1! FND NAIL & BOTTLE CAP ,( ,)lP ;~5 ri .~ CATCH BASlN _ 6.0 (j" _ o~,zJEFFORDS STREET ~/ T L ~ L- - ~ _ 6~ ~.. SOUTHEAST CORN f - otr~.1). W. - - I-~. 6 - - _ _ _ 6_ _ " ' , OF LOT 30 , 0'/ - - - - -_ _ / ~ / _ f:, ,) / ,/ U " ALL OF THE ABOVE LYING AND BEING IN THE SOUTH 1/2 OF THE SOUTHWEST 1/4 OF SECTION 16, TOWNSHIP 29 SOUTH, RANGE 15 EAST - - -------~------------ ---- ~ ; i J '. .' ;, . t. 1} ~ "to. > '\ ~~~' . ; . ''; ~ t, \ :Ii '"i:',.( I, \ " , ~ ~..1 ~\ J ~ '1 ;':: l " I NES Comm.: 0040 I I Drawn By: N.W.M. I I Checked By: W.M. I NOTES: BENCHMARK UTILIZED IN THE DETERMINATION OF MHW IS PINELLAS COUNTY ENGINEERING DEPARTMENT STATION "HARRIS 0" BRASS DISK IN CONCRETE ELEV. 24.37 NGVD 1929 (ADJUSTED VALUE). MEAN HIGH WATER ELEVATION 1.36 FEET, NGVD 1929 BASED ON EXTENSION OF TIDAL DATUM FROM TIDE STATION 872. THIS MHW SURVEY DOES/DOES NOT MEED REQUIREMENTS OF THE FLORIDA COASTAL MAPPING ACT OF 1974, DATE OF REVIEW PENDING 8IQel!e^" ~do:) ~sa8 Dated this 23rd day of April, 1996. UPDATED: 6/15/00 Ronald L. Hughes State of FlOrida Surveyor Registration No. PLS 3747 \ ~ 08/24/00 CORRECTED MAP OF HARBOR OAKS (PB. 3 PG. 65) ~0\ Descri tion SUBMISSION \ SOUTHWEST CORNER /OF LOT M FN&D II~, PALM CLUSTER", 850.00'(R) I\. ,--------1 \ r ------- I V I I I I I I I I I I I I I I I I I I I I I I 850.00'(R) /------__-1 I I I I I I I I I I I I MEAN ~IGH WATER ELEVATION 1.36 FEET NGVD 1929, AS LOCATED 4/23/96 ALONG: FACE OF SEAWALL ______________ I I I I I ~85~00'{BL _ -11\.\ ,_ _ ~ND ~X" ~UT V I- PALM! ~,y L-= 'l!!. J!I!I - 91015'O"(M b - ~c ~ 0.40' ~ '" '~~l~ Kt;1" --- ~6 --::::z;:-_ ..... U' S,'" - -:::: - -- -----'I' - - - 1==--6" RCP - ~-=- \ ....~ ~ ~~-~ 000000 ~ 000 1,J . I j 0'z o PALM ~04 cu, ~\1 6. \ '" J INV. ~ ~~EAWALL ~~ 1.3' SEAWALL 8 / / ~s?'r\ f>.-L \ \ ~ DESIGNIDEVElOPMENT D PERMITTING & BIDDING o CONSTRUCTION DOCUMENTS \ IM],1 ~ >- <( ~ 0::: W I\. f- <( \ ,-"'5;---- V ----. ~ 1lrN&O :::----- INN Y n -y WALL FLUSH _/ WI DRIVE .J/ \ 130 OO'(R) '- -.J <( f- if) <( o U 0::: W f- Z C::}J ,],50\ . '<{ 03. o:::~ 0\0::: :)\~o ~lD /1 9 0 ~ i ' \ w U Z w C - en w a::: z <:t ~ Q. <( ::J: (.) (I) Z o - I- - C Z o (.) " Z - I- eI) - >< W <( o - ~ o ...J eLL. Q::: cr:. .. OW _t- ~~ Ocr:. c.o<( OW ~...J ~ U \ \ 1 ~ \ ?c)'QO'(R)\ \ FND DISK FND "X" CUT C3.3 s~ r ~ '1 ~ ~ --+' 11..- /C, -0' \) , ?"! :;. SO ffJ '. , ,1 ) , \ 2 - , tr~ O.H. WIRE "'-.~ -- ') '~.i' ;,- ", . (Wi""''''~' ""'(1'" .~,(,'/'I~IfJ((,.\i ~ :,~'I~t~P'!1' J , 1(1,' \J ::> :l 1.> L ..., L:: :n I: :J -' 1.> 1.> ?) 1.> 5 I 1.> -' ... f) .... ::> ;r ::> ::> .... :> :> :> \J .... f) -' ..l 1.> --, :l L .... f) 21 ..., I: o 5 .... III I T=~''''"'=-~ ::::tII!!!,;.JI!_,_._= --" ~~-=;.-- II PALMo '/ Ii ,I I r:-/ --- - ~---~+i:[:1 :~:LI EP I J 110( I >- i U ;S 11 [; I~ I fr: ---- I di I tJ ~ LJJ2 II ~ ,(f) m ~- ~ ' bj __1 r--' ~ g- ~III ~ I ~ -.-J ~ >- ~ 0.J ~ ~ ~,JII~ (J <t in /) Or-V ~ ~ \11 f-- ~ 1 I z '---' I ME~IN IHIGH/WATER ELEVATION 1,36 FEU NG D d 1929 AS LOCATED 4/23/96 AL N I FAC OF SEANALL ... ::> ::> \J \J '1 ri \J :l ..., U_.' I I I -~ {t PLANT MATERIAL SCHEDULE SYM. COMMON NAME SPECIFICA TIONS @ o ~ LI QV SHRUBS ~~ VS 85 OOOOOJOO RI 354 BEDDING PLANTS IW t (':;::~~~;:(~1 [ .!/~'.,~~~1 r<<~'~~0i CR 01 MISCELLANEOUS Mulch QTY BOTANICAL NAME 16 Lagerstroemia indica "Natchez" Natchez Crape Myrtle B/8, 4" cal., multi-trunk 10-12' ht. x 4-6' sprd, 24 Quercus virginiana Live Oak B&8, 4" cal., 16'-18' hI. x 7' sprd." 5' c,t. Viburnum odoratissimum Sweet Viburnum 3 gallon, 24" ht. x 20" sprd., 36" o,c, Raphiolepis India Indian Hawthorne 3 gallon, 24" ht. x 24" sprd" 36" o,c, Impatiens wallerana Impatiens 6" cont., 8-12" ht. 12"-18" O.c, Catharanthus roseus Dianthus spp, Periwinkle 6" cont., 8-12" ht. 12"-18" O.c, Dianthus 6" cont., 6" ht. 6"-12" O.c. Shredded Cypress Mulch Grade 'A', 3" Loyer PALM L' C/t3 8:JIL.Dlt~G t::: CLUSTER -)(~, ...,,",,~-c.... '.8i~~.'~ ~PALM""- -- ...- rl..--- . -.._-_::~.=- '. "---',' ~-.JII!!..:=III!!I ~" --.--- ---- ~.- REAR Y~RD SETBACK CflTCH // B t,SiN ./ /. o RETENTION BASIN ~~0~ o~ O~ 'V " 2j' WIDE / m;AINAGE- E!\SEM[Nl 00 PALM 008 CLU STER 008 00 0& PALM CLUSTER POND RETENTION! ___------ 25' -~- ----- , \RD SETf3AC r( QV 1 1,00' EASEMEI~T FOR 1 WALL ~~AINTElU\ ,;)CE , , PALM / PER O,R, 8903 : G,~_2 t CLUSTER M'_-:jiii'_:=~' '~-"'"8'~' 0 -~o- ~~=,~---=~~--:-~!i:!!!P;M_'-'::::~~::~~~ ~J'::: .:~~~:=:::: o 00 8 0 --- - - ,. PALM 0 0 CLUSTE I \ i I 1 L:;e~!![i:~~=. ~:==~ (:t) '-'1- l I I . -A/e A/C -- /' ..;& / - -- r---.-J::.h --..--- - .. -I::'j..L rr~-J'" -..--""'1:;;:_ --'l:=-- L-:'.:l:::::::'_"'''' - + ' r L- -, lL..u roo ___"'_ --------==--=-20' -SiD E:' s E T [of.. C K"=-=----=l---o==--=-L-oo, --="-=--=Jd__~==...=,=.=.. --==ol.~.~~___ '-Ti /. ,.J './ ;JC!\D l~ <1-<-[l''- ,.. <;.. , L tXI~.',"~,NG' l" ~ZAl !:.AS \,~ I~ J>1-. rA _) EXiSTING O:TIC E 2 STORv ~iAS 1NAi:;;Y E3JiL_DING -- --- -_.. - -"'- _. ..a... ..a... = = = = ,---- l r- _.- .- ._-- _ , , i I l_ __.. _"] o 0.J J EXISTIN HEDGES DRAIN INLET- ~ L... '.-. -r' , o _. -- --I L _ ___ ___ ___ , I I / rn, ,,\., p.,\..J !\ :::J\ EXISTINC: ~ HEDGES~(Y ~ ~~~lfEE g 12.12~0"1~) y U <( m ~u_ cd (f) ..:- ,139.aO'(R) .,,/ -.... .,,---,,,,,,., '",., "",. . , ... ... .. ---- --- o o 4"&6" TREES 1 1 -..___._k__ .-'- -,--~j L--'l I I l] 4" OAK o () ~ ,~ 0.J I~ /0 101 -...J.-.-~..~-..M_- [' , . (' ':) ',I C R I" (-) - /. , -../ '- L__ l. ,t,e EJ I I . L'') 1 0" OAK o P(3) 3" OAKS - .--::I" WILLOW 0--- OAK 4"OOAK- o REE I I J--J 5 EX Sf! A (.:..~o~_... I I I ____J SETBACK 1 STY CF3(~, -...--- -----------~-- 2 5 ' f I --'1---' -'-'--"-.. -..-__....__1 I C! ,OF CAR" } /Ol\.17::.[0 PC;. I I I 2 :-~ ! SP \0, +- -.- -I- I ! 1 I I 6 D:-1..'...-' ) //,[.; I -- -- + "- - - "-. r~, , ,'---, -,..-, ," ,// ..", / ..,' //" , ,f ,/ /' ~,/ ,,'/ ,,' j / ,'.' -..----1' J ---_.. - C Pf-J .........) , I ,.. I , 489.93' R&M 2-ROWS STAGGERED INDIAN, HAWTHORN @ 36 O.C. ---- ----- ."-. .....-- -- -- ."--- --~ L~_ -~------- -------- --------- ----- -----------------~ : /: k/ ---i:=: -,-.:-~ 6!C~ B A ~J.:N _____ _ __ (7 _ _ __ __.. i ~ ------ \ \ , ~=-=------'---- -'--_._---- -- --...---- ---.-- /~'---- ---'--..- .--- --,.. --- -----" ------ ----_. --,-,-- '---- -------..--- ''--..~_._._-~ '---- '--- --.--- --~ JEFFORD:; STR[ET rT-:---r-) 7) \'-'"7"--- - ---'- U . j r',. '-- . \. . "'- ------~.,.. --."----. -----____n_., n._____ _..._.__.__.____.. ___.___ ......,....~. .' .-~_..__. ._-,. --_.. '"1.:.~:.~~~:::::;;~ "---'--~._- ----.------...-..-- ..-----.--.-.. -'-+--"'--... .-.... -- -..--...--- .' -- ----- ---- -- _m___.__.~.__.._ __ ----- .-.. -~. '.-'-'--'--",- --. ._~~- .--....- ...--.--- --. ------ _._~-_._--_.-------.-.__. _._--. "--- ---- -...--- - -..... n_... . ._."_"_.._n.__.._..___.._. .__.. ___. __.. -'--- --- ---_.~-- ----- :] k?----- - - ------.- -_.~- - ~ -- ~ .._~ -- - . _.-....c-=-~-_._----~--_._-.._~-- --- .----------- ~- - - - --.--.-- ..- -.... --------- QJ-j .._..,' ~; -..--"" -..-.- - -~---_. .-.--.. _.~_.. ~'-'---- .. '--.--.. ---- -.-- c:.t,! C"\\ .-J \ . .,...Y-, .-....... ...-::::: --'" c;\ C) Q- -, ex:: CJ; " ,I ., I: Ii 'iOD' o c.D SCALE. 1'r:20' 20 o 10 40 .;:".', U. 1),,) ..,..',., ,'I, .~.,' ':~' c...,...... ,~ ',1\, . .. "Z:~ ~~) .,~,) ..~,) ~, 't' t-./i "'. (\ . , li) I"~ en' '.,'-'...,' . 'lt1~ .......~ . l'~ {;;-;) *\:'\) 'lr,~ ..~, l!l,~ ~\. ~ ~A) -- .. a :l', ~~ 9 00 ~.; co V I . -<i ~" ~'" 'lit Z tt ~... o -f t:)" t': VI ~;, .... 0 2;, bZ : X~ ~", :! @) !f 0. ::t ~~ .,,! co r <t f't4 VI ~, ;2 2, !oM 'lIt.:.i ~ -- 2. ~~ o _I .{;t. ..., -' > 2.~ ""'J OJ o 0. M I 11\ ~ " 0 t.. '1.. 4 ~ Z 04 .2 ~Q ~ ~2 ,~\. :r.: 0 v..... o ." lJ.. '2 ~".. <1: ~ ""~ :r.:... "'4 (, :> ~ ~~ ;~ ~ <4 ). 0 11-I..... Wit:': V HI \. <II I NES Comm.: 0040 I I Drawn By: N.W.M. I I Checked By: J.V.1. I /Issue Date: 08/03/00 Revisions: No, Date Descri tion 09/21/00 10/19/00 01/22/01 SUBMISSION / / ~ DESIGNIDEVElOPMENT :_J PEF<MllllNG fr. BIDDING I~] CONSTRUCTION OOCUMEN ;$ >- W ~ :;) eI) W W c:: l- e.!) :z - I- eI) - >< W ~ :z :3 "- W D.. <C (..) CI) C :z: :3 w (.) Z w C - U) w 0::: Z <C :iE 0.. <C :r.: (.) <( C - 0::: o -I eLl.. 0::: C - :,:) 0::: C CD o ~ ~ .. 0::: w t- ~ 0::: <( w -' U L 1.1 PLANT MATERIAL SCHEDULE e" ,..) ,,~ ..~ ("'''.., .'" " ''f':) 1:.\ ,::) ~...,~ '''.'' " t~ t:j} t(} ... ,~ en ~.',:'\,.' '''''J t:t '>} ~Il "n . ",~, ......) \~\.. ~ \}.~) 'I' ~~ .J;~,\'l .~ < t,' 00 ~','Nl f'" 00 V I . .<t ~~ ~- ~Z "" ~- I:) _ &: t),. i" '^ ,'^ 1"40 7.. ~Z -1: x:; e::: 4::; ~",. ~ (g) <jl ~ :x: ~V '~1~ eo ~ -:t 1"4 '^ , I LA' !~,. ~ Z '1. .... M. ~ ~ ~ -- i".ct 'L ~~ o _I ~ LA' ,~' > - ~-- SYM. QTY BOTANICAL NAME COMMON NAME SPECIFICA TlONS SECTION 16 , TOWNSHIP 29 S, RANGE 15 E CITY OF CLEARWATER PINELLAS COUNTY, FLORIDA SITE DATA EXISTING (E) TREES LI @ o PROPOSED (P) REQUIRED . R~~~:TI~.r~~-- OFFICE I RETA!.~ _ 1.R.ESIDEN.TIAL_. OFFICE I RESIDENTIAL B/B, 4" col., multi-trunk 10-12' ht. x 4-6' sprd, 16 Lagerstroemia indicc "Natchez" Natchez Crape Myrtle 0&1 OFFICE LDR ZONING: 8&8, 4" cal., l6'-1B' ht. x 7' sprd." 5' c.t. QV 24 Quercus virginiana Live Oak OFFICE INSTITUTIONAL LAND USE: OFFICE RESIDENTIAL 2 OFFICES 1 RESIDENTIAL ONE OFFICE RESIDENTIAL USAGE: SHRUBS 70,897 S.F. LOT AREA: 1.63 ACRES --~~~L~~~~'~~~~-~~'~E'''--- --'-- .--- -.' S,a-44-s.f:-(TO-RtMAIN) . 3,918 S.F. (REMOVED) (S.F. & % OF GROSS SITE) 2,077 S.F. (REMOVED) _. ~..__.._,_ ~___u._._,_.._'..__. ",___ ~_.__ ~._..~.~~_ ~~_. ",,"_"_ .._~_ "...~ '>'~'~" . GROSS FLOOR AREA (S.F.): 21,074 S.F. F.A.R.: 0.298 _....... .__..........~. _........... ~.____ ...__., ..-..."o_~~......,' "'~'. ~.. ._,. ......."...~...'""*".,., ^_". ..~,<'_ 91' EXIST. MIN. LOT WIDTH (FT.) 110' 37,086 S.F. 0.B5 ACRES RESIDENCE N/A 33,811 S.F. 0.78 ACRES 5,844 S.F. 15.4% 10,000 S.F. (MI~,') ... 20,000 S.F. (MIN.) - ~~ 3 qallon, 24" ht. x 20" sprd., 36" o,c, VS 85 Viburnum odoratissimum Sweet Viburnum <l ~: ..r: 2 1_: . I. I \ - \ '. \ J .f i j . ./;""",:, J..; /' 3 qallon, 24" ht. x 24" sprd., 36" o,c, OOOOCQoo RI 354 Raphiolepis India Indian Hawthorne 15,073 S.F. 0.446 91' EXIST. '1., BEDDING PLANTS N/A 0.30 0.50 ~';~/~~:1;1 I><~~~~~{~ I ~, ~~<<~&I 6" cont., 8-12" ht. 12"-18" o,c. IW Impatiens wallerana Impatiens .:t ~ o ~ M I '^ ~ \) 0 I' Z, .ct ~ :i O.ct 'l, ~O ,,~ ~- ""'~ .",.4 ... 0 (:>tl ... V'" C~ ..I u. '1~ ~~.. ~ :x:~ m" ...:( .~ :) ~ ~~ ",01 A ..... ~~ " o~ 't..,J M V 100' 100' ~M 6" cont., 8-12" ht. 12"-18" o,c. CR Catharanthus rose~s Periwinkle .., .. o FRONT: 31.44 EX. 25' 15'-.35' 25' 31.44 EX. ;'I 6" cont., 6" ht. 6"-12" O.c. DI Dianthus spp, Dianthus SETBACKS: SIDE: 10'-20' 15' 20.26 EX. 20.26 EX. 15 REAR: 278' .(NE~) 25' 10'-20' 25' MISCELLANEOUS z~~ (nO I?/Jlprr f/ "'V Grode 'A', 3" Layer Mulch Shredded Cypress 'v1ulch (EX. BUILDING) - - _.~.~~_. ...~-_. ...._.'~ ...~~--- 37,870 S.F. 0.5.35 30' 30' 30' 30' HEIGHT: PAVED VEHICULAR USE AREA: (V.U.A.) 18,233 S.F. 0.539 50,046 S.F. 24,582 S.F. 0.707 0.727 ._. ~.._.._._~-,^. ..' -....... ,.. .~. . 20,784 S.F. 9,229 S.F. 29.3% 27.3% IMPERVIOUS SURFACE RATIO: (I.S.R.) (MAX.) ~'.....-- .~....~--,--- .........- .''''-''''''''.-''--'''.'' -....... ............. .~..__.. OPEN SPACE: (S.F, & % OF GROSS SITE) LEGAL DESCRIPTION 0.75 0.60 LEGEND INDEX OF SHEETS PARCEL I. LOT 30, BLUFF VIEW, OF PERRY SNELL'S ADDITION TO CLEARWA TER, ACCORDING TO MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 3, PAGE 53, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, LESS THE SOUTH 90 FEET THEREOF, ALSO, LESS THAT PART OF THE PORTION OF LOT 30 WHICH LIES EASTERLY OF A STRAIGHT LINE DRAWN FROM THE NORTHEAST CORNER OF LOT M, CORRECTED MAP OF HARBOR OAKS, PLAT BOOK 3, PAGE 65, TO A POINT IN THE SOUTH BOUNDARY OF SAID LOT 30, WHICH IS 10 FEET WEST ALONG SAID BOUNDARY FROM THE SOUTH- EAST CORNER OF SAID LOT 30. PARCEL II. BEGIN AT THE SOUTHWEST CORNER OF LOT M, HARBOR OAKS, RUN WEST 850 FEET MOL TO CHANNEL, THENCE SOUTHERLY ALONG CHANNEL TO A POINT WHICH IS ON AN EXTENSION OF A LINE PARALLEL TO AND 90 FEET SOUTH OF THE NORTH BOUNDARY OF SAID LOT 30, THENCE EASTERLY 850 FEET TO THE HIGH WATER fAARK, THENCE NORTHERLY TO THE POINT OF BEGINNING, 0.25 0.40 C3.1 SITE PLAN-APPLICATION -, I ._,." I 1,470 S.F. , 2,384 S.t. 2.08% 13.08% PARKING LOT INTERIOR LANDSCAPING: (S.F. & % OF V.U.A.) - NEW CONCRETE 10% I \c,.01"flf l~ I -- , 5?:~)..., ..~.p~~ U~IT 46 SPACES ON SITE 11 SPACES ON HOSPITAL SITE PER AGREEMENT 57 SPACES PROVIDED C3.2 NE:W PROPERTY LINES AND ZONING ------------ I .' ," ~, , Z : >. It ~ 1 1 ; ~ '" ~ ~ ~ t' ': ',>,~ ~' ) l<: ' . ~'" ;, I'" .,," \'k~ PARKING: . ~.' .(~ - NEW ASPHALT C3.3 EXISTING CONDITIONS I NES Comm.: 0040 I I Drawn By: N.W.M. I I Checked By: J.V.1. I I - EXISTING ASPHALT L 1.1 LANDSCAPE SITE PLAN PARCEL III. BEGINNING AT THE SOUTHEAST CORNER OF SAID LOT M, HARBOR OAKS, RUN EAST ALONG THE EXTENSION OF SOUTH BOUNDARY OF LOT M, 41 FEET MOL TO INTERSECTION WITH A STRAIGHT LINE DRAWN FROM THE NORTHEAST CORNER OF SAID LOT M TO A POINT IN THE SOUTH BOUNDARY OF SAID LOT 30 WHICH IS 10 FEET WEST ALONG THIS BOUNDARY FROM THE SOUTHEAST CORNER OF SAID LOT 30, THENCE SOUTHERLY ALONG THIS STRAIGHT LINE THUS DEFINED 22 FEET MOL TO THE NORTH BOUNDARY OF SAID LOT 30, THENCE WEST ALONG THE NORTH BOUNDARY TO INTERSECTION WITH A SOUTHWESTERLY PROJECTION OF EASTERLY BOUt~DARY OF SAID LOT M, THENCE NORTHEASTERLY ALONG THE LATTERLY DEFINED PROJECTION 23,2 FEET MOL TO THE POINT OF BEGINNING. PARCEL IV. BEGIN AT A POINT IN THE SOUTH BOUNDARY OF SAID LOT 30, WHICH IS LOCATED 489,93 FEET WESTERLY ALONG SAID LINE FROM THE 30UTHEAST CORNER OF SAID LOT 30 FOR <\ POINT OF BEGINNING, THENCE NORTHERLY AT AN ANGLE 88'45' ALONG 'HER OF SEAWALL 90,02 FEET. THENCE EASTERLY 130 FEET, THENCE SCk ,1ERL Y PARALLEL TO SEAWALL 90 FEET, THENCE WESTERLY 130 FEET TO THE POINT OF BEGINNING, ALL OF THE ABOVE LYING AND BEING IN THE SOUTH 1/2 OF THE SOUTHWEST 1/4 OF SECTION 16, TOWNSHIP 29 SOUTH RANGE 15 EAST Issue Date: 08/03/00 Revisions: Oescri tion I ,0 ro III I , \ i I SUBMISSION III!!!P~ ~=~ .., =-:~ ...- -- . ~ . -,..~.. Cl._..J \ , ii, _ P ALMn 250 i I I ~ o Ale --~1~,=[:L _..===L~=~~~::L LESS THE FOLLOWING: THE SOUTH ONE-HALF (S 1/2) OF LOT THIRTY (30) OF BLUFF VIEW, C, PERRY SNELL'S ADDITION TO CLEARWA TER, PLAT BOOK 3. PAGE 53, PUBLIC RECORDS OF PINELLAS COUNTY. FLORIDA; LESS AND EXCEPT THAT PART OF THE SOUTH ONE-HALF (S 1/2) OF SAID LOT 30 CONVEYED TO CITY OF CLEARWATER BY DEED DATED APRIL 11, 1949. RECORDED APRIL 20, 1949 IN DEED BOOK 1218, PAGE 407, PINELLAS COUNTY RECORDS. ALSO LESS AND EXCEPT THAT PART OF THE SOUTH ONE-HALF (S 1/2) OF SAID LOT 30 CONVEYED TO D.E, RODGER AND ELMA F, RODGER BY DEED DATED JANUARY 4. 1956, RECORDED JANUARY 30, 1956 IN DEED BOOK 1576, PAGE 197, PINELLAS COUNTY RECORDS. ALSO LESS AND EXCEPT THAT PART OF THE SAID SOUTH ONE-HALF OF LOT 30 DESCRIBED AS FOLLOWS: 8EGIN AT A POINT IN THE SOUTH BOUNDARY OF SAID LOT 30 WHICH IS LOCATED 489.93 FEET WESTERLY ALONG SAID LINE FROM THE SOUTHEAST CORNER OF SAID LOT 30 FOR POINT OF BEGINNING, THENCE NORTHERLY AT AN ANGLE OF 88'45' ALONG THE CENTER OF SEAWALL 90,02 FEET; THENCE EASTERLY PARALLEL TO THE SOUTHERLY LINE OF SAID LOT 30, 130.0 FEET; THENCE SOUTHERLY PARALLEL TO SAID SEAWALL 90,0 FEET TO THE SOUTH LINE OF SAID LOT 30; THENCE WESTERLY ALONG THE SOUTHERLY LINE OF SAID LOT 30. 130,0 FEET TO POINT OF BEGINNING, INCLUDING SUBMERGED LAND APPERTINENT THERETO 750 FEET, MORE OF LESS TO DEEP CHANNEL. (O.R. 5930 PG. 2076) FURTHERMORE THERE EXIST AN EASEMENT OVER, ALONG AND ACROSS THE NORTHERLY ONE (1) FOOT OF LOT 30 OF BLUFF VIEW C, PERRY SNELL'S ADDITION TO CLEARWATER, FLORIDA, FOR THE PURPOSE OF KEEPING, MAINTAINING, REPAIRING, REPLACING AND \ OTHERWISE DEALING WITH A CERTAIN MASONRY DIVIDING WALL SEPARATING THE '\ 'i PROPERTY KNOWN AS LOT "M", OF HARBOR OAKS SUBDIVISION, FROM THE AFORESAID \ LOT 30, WHICH DIVIDING WALL DOES OR MIGHT ENCROACH APPROXIMA TEL Y ONE-HALF , \ FOOT (1/2') ON LOT 30 AS AN INTEGRAL PART OF THE PRESENT AND SUBSEQUENT : ',OWNERSHIP OF LOT "M", HARBOR OAKS SUBDIVISION. AND SHALL CONTINUE UNTIL ',sUCH TIME AS EXTINGUISHED BY PROPERTY CONVEYANCE OR TERMINATED BY , 'MUTUAL AGREEMENT OF RESPECTIVE OWNERS. IN THE ABSENCE OF AGREEMENT tHE WALL SHALL BE MAINTAINED BY THE OWNERS OF LOT "M", HARBOR OAKS SUBDIVISION, (OR. 8903 PG. 2214) ~ DESIGN/DEVELOPMENT [J PERMI nlNG F~ BIDDING U CONSTRUCTION DOCUMENTS >- <( 5: D::: ,...-.... W2 f-06 <(ct: -- '--"' ::>" o -1~ <to f-CO (j)"- <t o () D::: W f- ():- - - - - 139.80'(R) ~ J JMfJ~ ~ ~fuM ._-~ ___JL /~ .--......' ~~,<\l~ 2 2 2001 ~ uV 0Y' ~~Q.; ----. --- 1:;>-1" ..~ Icf:J ^ '-'EC J I") 14.1-/ ~.J i I I I ! ! ,~-, L.-J I. <[' ?: ,\ f -I I /' i /--\ \ I' ..---\! (/:...--/ \ ~. ,/ ~~,~ II ;/.......~ ~l \//......\. :,././.....//),1. \),. '~~_/:/__ ~ C~.. '(r~} V~, /\ .// / '- ..............,. / \-' ,:' . f .-----.;.. \~r--i............./ , / r'\ ; [. !~, //' " "\ l ,.c<'" ' "U! ..---/ ! . ...............~ .....---,., . \.....-- / 1,/'/' I, ,..,..-r' '1 t . ' \/ .. -- __ J::::-::1 z -.--- ,- r--- ,-,-- I '--, , Cyl z o - ~ (.) - ....I c.. c.. <t I w U Z w C - tJ) w 0:: Z <:C ~ c.. <( :E: (..) Cj ') E >\ _ ) fJ I:.. .~...;-? ____ ...... o o ('\J LD C\J lei (l') o ...... , C::: r ,/ I :F: S i .------. ---'- '--- --~ <( C Ci2 o ..J eLL. ca::: c - ::) 0:: C CD <:) ~ ~ I C.E/.: :3-)G :T~Y !)[j, ('\J o .0 Q) l.J... --'--if i , I I , i . ___ __ - I -.----- -...- ,- ._--~-.,._'~. ~ i 6 :. <.. z :3 D.. W t- - CI) .~ ~.:. ' ... ca::: w t- ~ ca::: ~ ..J U ;:.vl L'4 i\,. , ;-J ,\ :,~;;' .rl c- l.J... .'\ C:. i. ) LJ ^! r ,-~ , I i /." '.. I L I)' i I i-- -.- ." , OJ 3 '0 +J Q) Q) ..c en Q) c o I Q) +J .rl (f) / o "'" o o / o o o C\J / (f) +J U Q) ......., o C- o... / (f) en c .rl 3 co C- D / I -., .-- 1'- SCALE. 1''120' .' \ ' 1.). \ ~!,-1 "'rV (>..,.N'1~) :-~~--~.=~-------'Y] (UMo'(o'\, ~,'''' ,,'__' . ------\\ \:.::Y 1: '.j ~,;~~ V 0-' __u_._______ ,... ~ \ - __'n - - ':1 .~ . ~.- ~ QV \V 20 o 10 40 20 - IE I~L E B f'(~;:! f::}L!.; C3.1 :', \, i~ \~ 'I .' ., NOTES: BENCHMARK UTILIZED IN THE DETERMINATION OF MHW IS PINELLAS COUNTY ENGINEERING DEPARTMENT STATION "HARRIS 0" BRASS DISK IN CONCRETE ELEV.24.37 NGVD 1929 (ADJUSTED VALUE). MEAN HIGH WATER ELEVATION 1.36 FEET, NGVD 1929 BASED ON EXTENSION OF TIDAL DATUM FROM TIDE STATION 872. THIS MHW SURVEY DOES/DOES NOT MEED REQUIREMENTS OF THE FLORIDA COASTAL MAPPING ACT OF 1974, DATE OF REVIEW PENDING '"--r--- CERTIFICA TION PARCEL I. LOT 30, BLUFF VIEW, OF PERRY SNELL'S ADDITION TO CLEARWA TER, ACCORDING TO MAP OR PLAT THEREOF AS RECORDED IN PLA T BOOK 3, PAGE 53, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, LESS THE SOUTH 90 FEET THEREOF, ALSO, LESS THAT PART OF THE PORTION OF LOT 30 WHICH LIES EASTERLY OF A STRAIGHT LINE DRAWN FROM THE NORTHEAST CORNER OF LOT M, CORRECTED MAP OF HARBOfl ~.4\K~HE FOLLOWING: PLAT BOOK 3, PAGE 65, TO A POINT IN THE SOUTH BOUNDARY Or....SAID LOT .30, WHICH IS 10 FEET WEST ALONG SAID BOUNDARY FROM THE SOUTH- EAST CORNER OF SAID LOT 30. PARCEL II. BEGIN AT THE SOUTHWEST CORNER OF LOT M, HARBOR OAKS, r~UN WEST 850 FEET MOL TO CHANNEL, THENCE SOUTHERLY ALONG CHANNEL TO A POINT WHICH IS ON AN EXTENSION OF A LINE PARALLEL TO AND 90 FEET SOUTH OF THE NORTH BOUNDARY OF SAID LOT 30, THENCE EASTERLY 850 FEET TO THE HIGH WATER MARK, THENCE NORTHERLY TO THE POINT OF BEGINNING. PARCEL III. BEGINNING AT THE SOUTHEAST CORNER OF SAID LOT M, HARBOR OAKS, RUN EAST ALONG THE EXTENSION OF SOUTH BOUNDARY OF LOT M, 41 FEET MOL TO INTERSECTION WITH A STRAIGHT LINE DRAWN FROM THE NORTHEAST CORNER OF SAID LOT M TO A POINT IN THE SOUTH BOUNDARY OF SAID LOT 30 WHICH IS 10 FEET WEST ALONG THIS BOUNDARY FROM THE SOUTHEAST CORNER OF SAID LOT 30, THENCE SOUTHERLY ALONG THiS STRAIGHT LINE THUS DEFINED 22 FEET MOL TO THE NORTH BOUNDARY OF SAID LOT 30, THENCE WEST ALONG THE NORTH BOUNDARY TO INTERSECTION WITH A SOUTHWESTERLY PROJECTION OF EASTERLY BOUNDARY OF SAID LOT M, THENCE NORTHEASTERLY ALONG THE LATTERLY DEFINED PROJECTION 23.2 FEET MOL TO THE POINT OF BEGINNING. PARCEL IV. BEGIN AT A POINT IN THE SOUTH BOUNDARY OF SAID LOT 30, WHICH IS LOCATED 489.93 FEET WESTERLY ALONG SAID LINE FROM THE SOUTHEAST CORNER OF SAID LOT 30 FOR A POINT OF BEGINNING, THENCE NORTHERLY AT AN ANGLE 88.45' ALONG CENTER OF SEAWALL 90.02 FEET, THENCE EASTERLY 130 FEET, THENCE SOUTHERLY PARALLEL TO SEAWALL 90 FEET, THENCE WESTERLY 130 FEET TO THE POINT OF BEGINNING. ALL OF THE ABOVE LYING AND BEING IN THE SOUTH 1/2 OF THE SOUTHWEST 1/4 OF SECTION 16, TOWNSHIP 29 SOUTH, RANGE 15 EAST This survey is mode for the benefit of STEVEN B. CHAPMAN, DuPONT PUBLISHING. INC., BANK OF AMERICA, N,A., ITS SUCCESSORS AND/OR ASSIGNS, MACFARLANE, FERGUSON, McMULLEN, P.A, AND FIRST AMERICAN TITLE INS. CO. I certify. a. That this survey (I) Was made on the ground. (II) As per the recorded description recorded in PLA T BOOK 3 , PAGE 53 of the Official Records of Pinellas County, Florida and is correct. (III) Shows the location of all improvements and other matters on the subject property. (IV) Shows the location of 011 recorded easements or other matters of record affecting the subject property per legal description contained in those instruments of record referenced on the survey, (V) Shows established building and setback lines. (VI) Shows the lines of all streets abutting the lands, the width thereof and whether the streets ore paved. b. That any encroachments either way across the boundaries of the subject property ore shown on the survey. c. That ingress and egress to the subject property is provided by DRUID ROAD AND JEFFORDS STREET os shown on the survey and that curb cut permits for the occess are readily obtainable from CITY OF CLEARWATER d. That the location of all improvements, if any. on the subject property is in accordance with all zoning laws regulating the use of the subject property, applicable laws containing minimum set back provisions and covenants and restrictions of record. e. That the subject property does not serve the adjoining property for drainage. ingress or egress, as shown thereon. f. That there are no matters on adjoining land that would prevent adequate drainage of surface waters from the subject property, g, Complies with the "Minimum Standard Detail Requirements for Land Title Surveys" as adopted by the American Land Title Association and American Congress on Surveying and Mapping adopted in 1988 and meets the minimum technical standards set forth by the Florida Board of Land Surveyors pursuant to Section 472.027, Florida Statutes and Chapter 61G17-6, Florida Administrative Code. Dated this 23rd day of April. 1996. UPDATED: 6/15/00 _Q~A'!4f1.--____--------- Ronald L. Hughes State of Florida Surveyor Registration No. PLS .3747 i '11 . . . .. , .I. ,. , . ~ , . : ;_ , . , , , I (, ". \ ~ '"\ ...- . , ~ i "\\,' \ ':\~ ~. ~ (-) ~ '\-., .... ,J., 11,\. ' . '.J . CORRECTED MAP OF HARBOR OAKS (PB. J PG. 65) _____ _ ____________________Lc~::~~~_tlL__~2~2~_~ _ 96 1 6,1, 6.1, 1.) e.6 -, 9115'O"(~ I ~ :%: co ~< 6.0 6 /; 6 /; ,t. t. ~~* ciS ~ ~ ~ '- t: ~LU9. o 4Q' 15 SPACES 9.' ~ . ~I~' ~ RCP pS\'\-\ i'\.. \ -"\' ~ ~.~ ;.....---SIGN /1,6 - :::: :::: ~.~ :::: :::: :::: _ _ _ s.z CATCH S,9 1.1 \. r J \ U x - _ _....:::::::: _ _ -x ~ BASIN x x ~S?B~~"-.,.J x 9,0 ---------- ~ - - :::: :::: :: :: . '- \,. .,....-1 ( " ~ ------- '-- ,) H!t1=<-6" RCP - , '- ----..:::--- ) 94- -~~-- ~ ~~\ - - :::: ~ :::: _ (J') (J') ( ,,~ \SI~N _-_w w Ir v --~::::-- ~......-") \,. ~ --~~ __ ~ t' \/, ,--U r<) - - :::: :::: ~\ J. -C' I'i'~ I L D NAGE ~,6 _Q \ --":~FG INL WALL ~~~~j"At>EBIB //~ ~1 -;::::-~~~ 6.e e. ~// / /. g. ~OP "'":'" 0 .". ~ f 15'" '0 21.00' ~ CIS ..- 51. 72' 1 STY CBS LOWEST LIVING FLOOR ELEV.= 8.14 ,', ,; ." " SOUTHWEST CORNER /OF LOT M III ~I L 850.00'(R) J\ .-______...J \ " f:'N&D r 1 1 I 1 1 I I 1 1 I 1 1 I I 1 1 I 1 I >- I <( 1 ~ 1 w 1 850.00'(R) J\ I- I--------...J, ,---f---- 1 V 0 I ~ 0 1 <t 00 n 1 I- - U I (j) I d n 1 U U 1 ~ n I ~ U I z 1 I MEAN ~IGH WATER ELEVATION 1.36 FEET NGVD 1929, AS LOCATED 4/23/96 ALONG,FACE OF SEAWALL I 1 I 1 1 I L.8~~~'~L _ --' ^', ,- _ _ ~N2 ..::: .s~T " ,----. <" '\ ,," I INV. /"- , </ V - / /1 ( J ~.7' SEAWALL ,,/- 1.3' SEAWALL \' ,"- I () ( v "'~ D.1 ---~ ~ ~ .......... . S.6 x WALL FLUSH _/ WI DRIVE CiS WlTH LIGHT ~ r... 6,66.e . ~i.g FIR&C vfN&D 'n /0.7' ) 1.1, )( 130 QO'(R) '- s:J x :to (J') w U ~ Q (J') CD ~ 6.A 6,A S - ~ 6. 6. 9'.15'O"(t.t) n~ U 6,9 x ~ 6~ 31.28" ~~ ~ g [ 1 91.15'O"(M) n METAL U POST n re# \ U 6. ~ fY)' 0 /. (f,1R&C 6,1 \"~ SIGN -.: $-= LIGHT POST ON CiS (J') w u ~ Q (J') r<) .... (J') w u ~ Q (J') r<) .... ,.' ~S?'r\~l \ "- \ \ I \ \ \j / N .- d ,.,., --\ ( ~ \ ...-- ') -- \...., / r"'"). 1\ \-... ,,-.J \.... -- 6,0 \ \~ /_\ \ " x .....6.0 x FND DISK o ~ ........ (;) ~ -~ /10 METAL tr ~M"'T n ,,/"'~ \ 88.~~rO"(M) l1y \x 6~~ b~.J 6 A~ ~ ,O}c' \ 1. ~,,1JO.OO'(R&M) ~a €t,. -' 1 2' S '>--. / ~IG --:.0 ::::-' ,. S.6 ~ METAL ),. ,.6 gOST / S. ,,1 /S.e LIGHT POST ON ciS SPh,O IiblU-CA TCH B~ ~ - ~- 6.S " - (J') w u ~ Q (J') .. to 6 ,.,., ~ 1" 7.42' ,"')1 ',.... r-.. 31. 95' ~S?'r\~l \ Co If) (!) N If) to to N 6.A FND "X" CUT S,ge I:;~ L ~ - " 6.1,JEFFORDS STREET - 00' R.-o. w. 6,0 ct- , "- , 1 ~x 6' 6.0 x .1, -^ TOGETHER WITH THE FOLLOWING: THE SOUTH ONE-HALF (S 1/2) OF LOT THIRTY (30) OF BLUFF VIEW, C. PERRY SNELL'S ADDITION TO CLEARWATER, PLAT BOOK 3, PAGE 53, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; LESS AND EXCEPT THAT PART OF THE SOUTH ONE-HALF (S 1/2) OF SAID LOT 30 CONVEYED TO CITY OF CLEARWATER BY DEED DATED APRIL 11, , 949, RECORDED APRIL 20, 1949 IN DEED BOOK 1218, PAGE 407, PINELLAS COUNTY RECORDS. ALSO LESS AND EXCEPT THAT PART OF THE SOUTH ONE-HALF (S 1/2) OF SAID LOT 30 CONVEYED TO D.E. RODGER AND ELMA F. RODGER BY DEED DATED JANUARY 4, 1956, RECORDED JANUARY 30, 1956 IN DEED BOOK 1576, PAGE 197, PINELLAS COUNTY RECORDS, LESS THE WEST 85 FEET PER O.R. 10528 PG 971. FURTHERMORE THERE EXIST AN EASEMENT OVER, ALONG AND ACROSS THE NORTHERLY ONE (1) FOOT OF LOT 30 OF BLUFF VIEW C. PERRY SNELL'S ADDITION TO CLEARWATER, FLORIDA, FOR THE PURPOSE OF KEEPING, MAINTAINING, REPAIRING, REPLACING AND OTHERWISE DEALING WITH A CERTAIN MASONRY DIVIDING WALL SEPARATING THE PROPERTY KNOWN AS LOT "M", OF HARBOR OAKS SUBDIVISION. FROM THE AFORESAID LOT 30, WHICH DIVIDING WALL DOES OR MIGHT ENCROACH APPROXIMA TEL Y ONE-HALF FOOT (1/2') ON LOT 30 AS AN INTEGRAL PART OF THE PRESENT AND SUBSEQUENT OWNERSHIP OF LOT "M", HARBOR OAKS SUBDIVISION, AND SHALL CONTINUE UNTIL SUCH TIME AS EXTINGUISHED BY PROPERTY CONVEYANCE OR TERMINATED BY MUTUAL AGREEMENT OF RESPECTIVE OWNERS. IN THE ABSENCE OF AGREEMENT THE WALL SHALL BE MAINTAINED BY THE OWNERS OF LOT "M", HARBOR OAKS SUBDIVISION. (OR. 8903 PG. 2214) ..--\ \ G \ \,." ~ ~\~ \ 1.00' EASEMENT FOR WALL MAINTENANCE /~.. O.R. 8903 PG. 2214 ,-U,v ~x <D N o N SANITARY ~ UFT STATION O~ ...........A!C 12:-''''''''''- I I':... i.D15.39' ocf 14.64' ".-I~ 8 ,O.A ..... ~ " to ...... 0:: ........ N o d 0') ~ ~- ~I ::-"'1 NI ~, o m () R~ N loo~ I ~'i ,S 21.12' 9.A 1 STY CBS # 210 LOWEST LIVING FLOOR ELEV.= 10.6 1-0 -.J~ < ..- ::c '" a. Ul < .... ~- 34.34' WEST 85' ~ o ~ Its.38' () z o () 356' J c.~ .. c.o ~ e I) .F:..~ 1. 1~}..lO '--<- '0 13.12' ~l9" . ~ g.' 42.56' ,0.6 CONC WALK Co w..- > . _0 n::N o ..- , A,"- )' l<' 1-1 d N ~ ..... If) :: J49:-9J'(R&M) 489.9S{R&M) ..- . A \ x ' u o n:: ~ 6'S 6.1 ~A ~. v I _~6 _ ~. 0'/ / / / ;j6::; t:' QJ-1. WIRE 1,0 - >C e,1, M - ~ A v ,. q v 1.) x SEC. 12' -1 1 36,45 SOUTH 1/2 OF LOT 30 ,.,A v ~e:J FOUND SET NAIL & DISK FOUND IRON ROD FOUND IRON ROD & CAP SET IRON ROD AND CAP FOUND CONCRETE MONUMENT SECTION TOWNSHIP RANGE MEASURED PLA TTED CONCRETE SLAB CHAIN LINK FEI\.JCE GUY WIRE = UTILITY BOX = POWER POLE = SIGN 16 LEGEND: FND. = SN&D = FIR = FIR&C = SIR&C = FCM = SEC = TWP = RGE = M = P = CIS = CLF = Q = o <Q. co o " N ",J TWP. tl / / ~ I SITE .\ . \ 29S / I I I / / / tD=4 / / / -- ~ y II .lO I j .11 / -j ~ ~. -il 6. I / i I . DR. · L /-:02 100 -/1 __ k / 'il' l'JS .... I . LOM PA TH ... \ . -~ 140 138 136 c D F G H IlAGNDlJA '-r 2928 721~ """"n .r b I .. ill I ~ :>C~ITE MAP 1 STY CBS \-- \ ...--) ("" ..- \...., / r"'") (\ \-" 0 \.... -- \ \~ 1-\ \ ..... 62.84' S ,0. II .~ , ~ ~ t..- 1 ,j. - y . A..J , RGE. QD I 'U> \ \ '0> 15E ) ( .. o '~ N \I ~ ~ e:: jo ~ \ \ \ i \ \ .. .. \ ~ W .-J <( U (/) A 1,A. x IF B A fii.t' _"_~_IL ~i: .............-- .~'1!i""-"'tU.li.:~ ,(."A ~S\ x . o z - Z"' <(0 ~6 (LI <~ I..J OlD :::> me.. zl- WZ >0 we.. I-::J 000 8 '"' I >-0 Wz ~< :::::>(J)a: (J) t-- UJ >-z~ a:W::> <(~::> OWI z>CJ ::>0- Oa:I m(LZ J-~<( ::)'WI 10 ?; ~ ~ . o ~ \ II) llt fO .. 0, . ~ ~ . ~ .~ Vl ~ ~ ~ II! ~ ~ ~ ~ ~ ~ co" a.. Q; rJ) 0 ~'t Z o.l fO ~ ~t ~ .1 " . ~~ 1oI~ ~ ~ ~~ .~ Vl:::; a:: I:) 'l o ... fO '" >-... to. \II w,.. ~ >... I ~ ~ ~Ql .~ Vl III ,to. ~ · e~ ~ I~ ~' lQ~~ ~ \) ~ 0, '+J C) 'l ~ z.. lo- W llt ~ . Iq ~ ~ ~ ~ ~~ ~ :5 I _ a::.~ . I~ Ii U 1Il W o ...J oe{ C) w ~~I o . I':::: .E I~ ~ ~ ~...:8 N~, o '0> - I 18 (\J 19 ~8 o o --.. <0 C'I ~i' t ::r: !~ 1; ..c - L. HltJ :Ieq8l ~OId fOOG GG :ft:H 9G uer peMpenold 06-00\OO-S80r\S80r\:0 :epj ShMl No. 1 OF 1 I I I I I I / /a:/~.;; I SEC, 16 TWP. 295 RGE. 15E PARCEL I. LOT 30, BLUFF VIEW, OF PERRY SNELL'S ADDITION TO TOGETHER WITH THE FOLLOWING: CLEARWA TER, ACCORDING TO MAP OR PLAT THEREOF AS RECORDED IN THE SOUTH ONE-HALF (S 1/2) OF LOT THIRTY (30) OF BLUFF VIEW, C. PERRY PLA T BOOK 3, PAGE 53, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, SNELL'S ADDITION TO CLEARWATER, PLAT BOOK 3, PAGE 53, PUBLIC RECORDS LESS THE SOUTH 90 FEET THEREOF, ALSO, LESS THAT PART OF THE PORTION OF PINELLAS COUNTY, FLORIDA; OF LOT 30 WHICH LIES EASTERLY OF A STRAIGHT LINE DRAWN FROM LESS AND EXCEPT THAT PART OF THE SOUTH ONE-HALF (S 1/2) OF SAID LOT 30 THE NORTHEAST CORNER OF LOT M, CORRECTED MAP OF HARBOij ~~K~E FOLLOWING: CONVEYED TO CITY OF CLEARWATER BY DEED DATED APRIL 11, 1949, RECORDED PLA T BOOK 3, PAGE 65, TO A POINT IN THE SOUTH BOUNDARY OF"""SAID APRIL 20 1949 IN DEED BOOK 1218 PAGE 407 PINELLAS COUNTY RECORDS LOT 30, WHICH IS 10 FEET WEST ALONG SAID BOUNDARY FROM THE SOUTH- ' " . EAST CORNER OF SAID LOT 30. ALSO LESS AND EXCEPT THAT PART OF THE SOUTH ONE-HALF (S 1/2) OF SAID LOT 30 CONVEYED TO D.E. RODGER AND ELMA F. RODGER BY DEED DATED JANUARY 4, 1956, RECORDED JANUARY 30, 1956 IN DEED BOOK 1576, PAGE 197, PINELLAS COUNTY RECORDS, LESS THE WEST 85 FEET PER O.R. 10528 PG 971. ~ ~ iJ ~ (j ~ ~ ~ o ~ ~i~ ..J >cg:g w ,2 c.r:: 0" :::;: ':SO .... !l> 10 c.r:: I~ ~ ro 'f IiJ I' ~ '0 0,...: 0 N - 0 z CERTIFICA nON This survey is mode for the benefit of STEVEN B. CHAPMAN, DuPONT PUBLISHING, INC., BANK OF AMERICA, N,A., ITS SUCCESSORS AND/OR ASSIGNS, MACFARLANE, FERGUSON, McMULLEN, P.A. AND FIRST AMERICAN nTlE INS. CO. I certify: a. That this survey (I) Was mode on the ground. (II) As per the recorded description recorded in PLA T BOOK 3 , PAGE 53 of the Official Records of Pinellas County, Florida and is correct. (III) Shov;s the location of 011 improvements and other matters on the subject property. (IV) Shows the location of 011 recorded easements or other matters of record affecting the subject property per legal description contained in those instruments of record referenced on the survey. (V) Shows established building and setback lines. (VI) Shows the lines of all streets abutting the lands, the wIdth thereof and whether the streets are paved. b. That any encroachments either way across the boundaries of the subject property ore shown on the survey. c. That ingress and egress to the subject property is provided by DRUID ROAD AND JEFFORDS STREET os shown on the survey and that curb cut permits for the access ore readily obtainable from CITY OF CLEARWATER d. That the location of 011 improvements, if any, on the subject pr~perty is in accordance with all zoning lows regulating the use of the subject property, opplicable lows containing minimum set bock provisions and covenants and restrictions of record. e. That the subject property does not serve the adjoining property for drainage, ingress or egress, os shown thereon. f. That there are no matters on adjoining land that would prevent adequate drainage of surface waters from the subject property. g. Complies with the "Minimum Standard Detail Requirements for Land ntle Surveys" os odopted by the American Land Title Association and American Congress on Surveying and Mapping adopted in 1988 and meets the minimum technical standards set forth by the Florida Boord of Land Surveyors pursuant to Section 472.027, Florido Statutes ond Chapter StGt 7-S. Florida Administrative Code. / I I / / / I 7 -71 / :::; ,b ,i~ c o tl PARCEL II. BEGIN AT THE SOUTHWEST CORNER OF LOT M, HARBOR OAKS, RUN WEST 850 FEET MOL TO CHANNEL, THENCE SOUTHERLY ALONG CHANNEL TO A POINT WHICH IS ON AN EXTENSION OF A LINE PARALLEL TO AND 90 FEET SOUTH OF THE NORTH BOUNDARY OF SAID LOT 30. THENCE EASTERLY 850 FEET TO THE HIGH WATER MARK, THENCE NORTHERLY TO THE POINT OF BEGINNING. ~ o / / H ... o N II If;::( / / /--- y !i IMGHWA I I~, I L /--:~ 100 -j! -~ -- ~ / 'i '~1 I')! ~ lIl0TV$ PATH - \. 1 30 )L 140 138 '" '-- r Izt 28 7 2t ~ 'H.. - I II "'. It.. . ~. Sf, ~'ASITE PARCEL III. BEGINNING AT THE SOUTHEAST CORNER OF SAID LOT M, HARBOR OAKS, RUN EAST ALONG THE EXTENSION OF SOUTH BOUNDARY OF LOT M, 41 FEET MOL TO INTERSECTION WITH A STRAIGHT LINE DRAWN FROM THE NORTHEAST CORNER OF SAID LOT M TO A POINT IN THE SOUTH BOUNDARY OF SAID LOT 30 WHICH IS 10 FEET WEST ALONG THIS BOUNDARY FROM THE SOUTHEAST CORNER OF SAID LOT 30, THENCE SOUTHERLY ALONG THIS STRAIGHT LINE THUS DEFINED 22 FEET MOL TO THE NORTH BOUNDARY OF SAID LOT 30, THENCE WEST ALONG THE NORTH BOUNDARY TO INTERSECTION WITH A SOUTHWESTERLY PROJECTION OF EASTERLY BOUNDARY OF SAID LOT M, THENCE NORTHEASTERLY ALONG THE LA TTERL Y DEFINED PROJECTION 23.2 FEET MOL TO THE POINT OF BEGINNING. PARCEL IV. BEGIN AT A POINT IN THE SOUTH BOUNDARY OF SAID LOT 30, WHICH IS LOCATED 489.93 FEET WESTERLY ALONG SAID LINE FROM THE SOUTHEAST CORNER OF SAID LOT 30 FOR A POINT OF BEGINNING, THENCE NORTHERLY AT AN ANGLE 88045' ALONG CENTER OF SEAWALL 90.02 FEET, THENCE EASTERLY 130 FEET, THENCE SOUTHERLY PARALLEL TO SEAWALL 90 FEET, THENCE WESTERLY 130 FEET TO THE POINT OF BEGINNING. ALL OF THE ABOVE LYING AND BEING IN THE SOUTH 1/2 OF THE SOUTHWEST 1/4 OF SECTION. 16, TOWNSHIP 29 SOUTH, RANGE 15 EAST ... ... o o z - :2:0 ~ -Z"~ ~ "'..-- ~_. t"-~I [1.. en <(- -r- ......J ...La 00 O:J ajlL zrZ' 111 ,- """ 0 > ,.. ~lJ (L. I-:J roO ....- \\ ) ~ e-... ~ 10 ~ W -.J ~ U (f) ~ f FURTHERMORE THERE EXIST AN EASEMENT OVER, ALONG AND ACROSS THE NORTHERLY ONE (1) FOOT OF LOT 30 OF BLUFF VIEW C. PERRY SNELL'S ADDITION TO CLEARWATER, FLORIDA, FOR THE PURPOSE OF KEEPING, MAINTAINING, REPAIRING, REPLACING AND OTHERWISE DEALING WITH A CERTAIN MASONRY DIVIDING WALL SEPARATING THE PROPERTY KNOWN AS LOT "M", OF HARBOR OAKS SUBDIVISION, FROM THE AFORESAID LOT 30, WHICH DIVIDING WALL DOES OR MIGHT ENCROACH APPROXIMA TEL Y ONE-HALF FOOT (1/2') ON LOT 30 AS AN INTEGRAL PART OF THE PRESENT AND SUBSEQUENT OWNERSHIP OF LOT "M", HARBOR OAKS SUBDIVISION, AND SHALL CONTINUE UNTIL SUCH TIME AS EXTINGUISHED BY PROPERTY CONVEYANCE OR TERMINATED BY MUTUAL AGREEMENT OF RESPECTIVE OWNERS. IN THE ABSENCE OF AGREEMENT THE WALL SHALL BE MAINTAINED BY THE OWNERS OF LOT "M", HARBOR OAKS SUBDIVISION. (OR. 8903 PG. 2214) A ?,A. x SITE MAP NORTHEAST CORNER FIR ~ OF LOT M 1\\ I \ I \ I \ / I I \ I \ I \ I I \ . I \ I \ I \ I \ I \ I \ I \ I I \ I \ \ / SOUTHEAST CORN~R I /OF lOT M \ 1/ ~ \ 7- - /J~}IR~ C /0 T'~CLF AIC Cis WITH AIC I d 96'55'43"(M) t 2''/ /' I I";:) ^ L) r', C.-I I I I \ I L.J I OJ I 1 I (, I /-, I \ '-..-' L_ L _ I I I ...1 ~ L--t---- in All) 1.0 co lO to' ,....; LEGEND: FND. = SN&D = FIR = FIR&C = SIR&C = FCM = SEC = TWP = RGE = M = P = CIS = CLF = g = FOUND SET NAIL & DISK FOUND IRON ROD FOUND IRON ROD & CAP SET IRON ROD AND CAP FOUND CONCRETE MONUMENT SECTION TOWNSHIP RANGE MEASURED PLATTED CONCRETE SLAB CHAIN LINK FENCE GUY WIRE = UTILITY BOX = POWER POLE = SIGN NOTES: BENCHMARK UTILIZED IN THE DETERMINATION OF MHW IS PINELLAS COUNTY ENGINEERING DEPARTMENT STA TION '''HARRIS 0" BRASS DISK IN CONCRETE ELEV.24.37 NGVD 1929 (ADJUSTED VALUE), MEAN HIGH WATER ELEVATION 1.36 FEET, NGYD 1929 BASED ON EXTENSION OF TIDAL DATUM FROM TIDE STATION 872. THIS MHW SURVEY DOES/DOES NOT MEED REQUIREMENTS OF THE FLORIDA COASTAL MAPPING ACT OF 1974, DATE OF REVlEW PENDING ""\\1111',,,,, >",,~ S~~di(,thi~', ~3rd day of April ~, '. 0~'U~O;(tro:t61t5/00 '\ ........ I) . d:~t~"" (,.1. ./ ~ 'I'" : I::' " ~ ~ ;,0,...... ~". \ ~ .... . K ~ ?~ _<ll. .. I,.:r-,() >".0 ':\, : .:>:;.1 -f ' -::r:= ;...,. - 01 ~ S!'C.: . : Q '. a 0 '::' 'J: -.::: .'. ~ ..., 'If "'4.~ : Q ~,\J , \ (I). ". .,. ~'y.. ':'.: -!.',;{ ,~, . .~ ~,l'",' . .,,' . ..~",.l , , 12'" .' S . .."..<,.,'.',',...,' . , ....,.. '--, " '.." ':"O'-t. ' :-,.,',' ". I \\'" ", "Illtll\\\\ ~ L... o ~ 0.. w g: \ G~.f1J-1JJ J2 --. .~ Ronald L. Hughes U State of Florida Surveyor Registration No. PLS 3747 , 1996. \ ~ ~ \'\j\ CORRECTED MAP OF HARBOR OAKS (PB. J PO. 65) ....'( \ G \ 'v" SOUTHWEST CORNER /OF LOT M " FN&D II~ -1 , ,---------i V \ o 'Ut ~ >-0 ~Z 0:-<( :J(f)CC CJ) r- ~lJ z. ~UJ~ ..~ <:' c;.'",~... ouJj: Z>(~ :J () ~,"M O~~ ro1ll5~ ~- d:_ -....<4", :)..::::W~ }O :s: ~ ~ 1.00' EASEMENT FOR WALL MAINTENANCE ~PER O.R. 8903 PG. 2214 - \0',1' .)( I.D N o .N 850.00'(R) ,....------- J C/S BUILDING ~ ~ "" ;... ~ """_ .;:;.' _ .:..; """ '"' '" ~ _ ~ ~~ _ ~.:c. = _ bJ... ... ~ : 2. 2 ~' 6.'2. 1.~ B.6 ::% ::% 6~6~(' I I I I I I , I I I I I I I I I I I I I I I ~ ~O,OO'(R1. _ _ -1 I r I I I I I I I I I I MEAN ~IGH WATER ELEVATION 1.36 FEET NGVD 1929, AS LOCATED 4/23/96 ALONGi FACE OF SEAWALL ___________ r r I I I L-850.00'(BL _ .-J ", r _ _ ~ND ":X" SU T V /PLAT LIMIT 1 6,7- 91'15'O"(M ~~ 6.~ ~ -..-- 9.\3 \ --.. ~....... U .....,.~: -, ra.. ~ ~~*c/s e-.. ~.i:..19'- . 9,' 1- x )( ~\?, ~~. -- <, '\ ,," I INV. SANITARY ~ LIFT STATION --"""",A/C 12:-'~ I \ 12' i 0.40' "'~ ] 136.45 ' /'\ </ y" y/ 0.7' SEAWALL 1.3' SEAWALL 15 SPACES QD [ ra.. 18" RCP ~ ~ _ ~Sp\-,\ ~\.. \ ....-( /1,.6 - ~ ~ ).~ ~ ~ ~ - _ _ ,.Z CA TCH ,.9 \. (' I \ ~ - - -.... - - " ~ BASIN x 1,1 1\.SP\,~\..,,"-...J l( 9,0 1-_-.:::-- ~ )( ,.... v " --.:::-- \ (' i- --. '_ "......., ) . ~~~~ ~ i==w-6 RCP - - ::::: - _ '- 4 - - - -.. ,J 9. \ ~~~ ~ ~~ - :::: ::::: - - Vl VI.....; j'~ _SIGN --":::---W w ( \:..' -..-~.:::--- ~.......) 'v f}; - -.. .:::- .:::- .... - ~ ~ \.............. '--) ~ -- - ::::: .:::- ~J -1......, ~~ D NAGE 3.6 Q \ .... ,- - ::::: .:: ~ ~ __ _ INL WALL l'P ~t)7~ bE BIB ~~ ~.;-_:::::__ c.,\3 11 , / / 1 SIGN - _ v v' '/ / . g. fOP ~o ~ ~ I 15.r' ---:---~ :) . 4- i1 J ~ ~ ~ .1 lO 5 ...~u .-'\ ~ . ~o lI) ~ EJ 0 V\ --~ \ 6' CONe WALK 8304'17"(M):), ~'/ \ ---..'" I"') ':::: POST ~ d Ag.OVS 9'S .- ........~' '..-.' 7- , f , ~ ~ 9 ~ rlj~ ,9, I '~V:?'.I~CP \ FIR&C V"" ~ ~ 3.58' S C::JI ,13, a_ fa 2:1 1 STY CBS \ ,'\ .52' ~; r-- \ \j I ~ O. (""' \ __ 0-:......-\ r-. \) \..-_L.- ~ ~ / r') I' -"" --.) N ~ \ \~ 1-\ \ 27,03' ~ .... g a ".~ 62.84' ~ l:: CITY OF CLEARWA TER ~ g.O DB. 1218 PG. 407 ~ ,; - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ~~ / j- ~.7. 1,1 9.\3 \7-,1 FND NAIL & BOTTLE CAP ,/ ~ ' iT' SOUTHEAST/CORNER OF lOT 30 ,s.1 - x SIGN /1( J v-- \' ........\ I () ( v" ,~ N ... lO N \ 2 2'~ ." r- ------- 2 STORY MASONARY BUILDING 32.88' ...... ~~!?, ---- \ \ ><', \ I ., g '\, iii " N \ \ \... n 61.30' ---------~ 1.0 I~ ~ " 10' ~J5'll-- . r - L "' L - T1~ I Ol 4.S' I") 8,S5' ~ . 44.9L _ -Fl.- _ 7.25lCi p.1 \ ~ ~~ 8J ~ " I- 0:: <( ~ , ,---$---- 9- V 0 ...J 0 ~ <t ex) I- ...... (f) 8 ~ ~ ~ z S.6 x (1;'\ ........ \o!- - 77.90' WALL FLUSH ~N&D /w/ DRIVE 2'n o ,~ 0) - I 1'8 CiS WITH 6 LIGHT ~~j.9 7'~ '\ . ,)' N "1 ,...., ,0.Boj .-1 " ,0. . i) ~ ~ 130 OO'(R) IQ ~ III 't 0') . ~ tJ) .... ~ . ~ .~ ~ ~ ~ ~ ~ V) ~ /0.7' ) ~sp\-,\ ~\.. "\ '- - :-g- s' >< \~~ "FOP FIR&C Vl UJ U -< a. Vl to .... ()) S :: ,0. 22.65' Vl W U -< a. (/) I"") .... 6.A- 6.4 S \:; 6. 6, 91015'O"(M) ~- n 6 \3 U 31.28' ~ ~~ o ~ g " fr-. \-'\~\.."\ l ~SP 91015'O"(M) POSl n b~'~ 6 A~ Lfif \ U 6, {~, 130.00'(R&M)...0" 60. r6 0 , 1f.1R&C 6.1 S.SS~ METAL / \'~SIGN ,,=-' S.6 gOST / l ~ S. ,.1 /S.\3 ~ LIGHT POST ON CIS (/) t; -< 8; I") .... t'\J 89 I; C) i~ <.:> 8 ............ <D C\J .! -....... 81' ...... ,~ \ ('" \ 00 I 55.56' 1,7- x r-- _ r-- '- "- I \ \" __ '- "- ---..../ \ \..- ~ \..- -,~ -- ,13,6 <::)J 'B'SO\ . <{3 o . fX~ OlfX 5\"0 CLlO o ,1-9 , 'b 21.00' ~ CIS .... 51.72' 1 STY CBS LOWEST LIVING FLOOR ELEV.= 8,14 6,9 lC o 23.56 co o .- 14.64' ':... 1.D15.39' ~ 1-' N o o N " \ \ I \ \ \J I ~s?r\ ~L "\ \ 62.45 .... " a::: ~ N o o m ~, ~I Nr ~I o ()) . 04 ...-"l8" .- ...J;.=, l' I.D () ~ ~ o ~ VI ............... fila METAL W ~,...,.~ " /..,~ \ 8804~'O"(M) ~y \)(6~g ~. IO)<' ~ 1, ~IGW 7 :/. )s. ~ I . I- 0 -.J V < .... I ,...., a. U') <( O'l N co 0,\3 1 STY CBS # 210 LOWEST LIVING FLOOR ELEV. = 10.6 WEST 85' -\ ( " ~... '\... ~ ') ~ ~ / r') (\ \- .. \. J \....-- \ \~ /-\ \ " ......6.0 )( N SOUTH 1/2 OF LOT 30 VI UJ U -< a. (/) ~ ~i--- or- ~f- ~.. rr0~ @ [E 0 \fl ~~! ~~ OCT 1 9 1000 I~ o n 6.0 x >0. .0 C ZN IPI"- N OOV ,.,.; .s 21.12' . I.D 6 I"') t'... 1'17.42' "";11,.1 34.34' U ~ 1ts.38' 3 56' , .-~ ~ ~~ o _ 0 N n::N o d1 -" ~ <5 31.95' g,A- ex) o r' N () Z o () \ ~ ~ o 'Io.l in 1-- ~ ~.l r~ ~ .... o ~ ~+~ 58-t eBu1s"J;:p (0' 1...:7.N co 1.11 I.D N 1.11 to I.D N to ~t 1,5 , f1i.o '0 13.12' ~lg.' . ~ ~ .- 1.11 ;:: 349~3'(R&M) 489.93'(R&M) 42.56' ,0,6 CONC WALK ~:c i..-l ~a: \ b~'QP'(R)\ ,6, g,' ...- .- ... , , ' )( I A,"- )' It u o n::: 6.S FND DISK :>0, ~ 15.c go --- p: La 6.A- LIGHT POST ON CIS S b ,0 ~~:.u.CATCH B~ ~ - Ie _ 6.1 S.9\3 l>6~ L ~ , _ Jk6 _ ~. 0'/ I J /. ,;1;. ? ~ Shnt No, 6,0 ct- 6.7-JEFFORDS STREET - 6U' R.U. W. FND "x" CUT 6.S '" - _ It 1.0 - )( B'?' Ie _ s ,0, lC 1 , ~. - ~ (. ,\ 11 _ ~.1 ~.. 1 OF 1 r~ w ..6-' .~,~ (,.9 CW._WlSE" 4 ~~ . ~ , , ~ "" .~) 1 6.0 x (), ~ ~?\ z d _ ..... ~_....,'...".., ,.;;'. :~.-.'!::t" .~;.zr;::.r >< Illlj 'r~~ell();- OOOG CCi,>g9f Lf lJO UO~P()llO[J OG OO\SOOr'\:o 'all. CERTIFICATION PARCEL I. LOT 30, BLUFF VIEW, OF PERRY SNELL'S ADDITION TO TOGETHER WITH THE FOLLOWING: CLEARWA TER, ACCORDING TO MAP OR PLAT THEREOF AS RECORDED IN THE SOUTH ONE-HALF (S 1/2) OF LOT THIRTY (30) OF BLUFF VlEW, C. PERRY PLA T BOOK 3, PAGE 53, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, SNELL'S ADDITION TO CLEARWATER, PLAT BOOK 3, PAGE 53, PUBLIC RECORDS LESS THE SOUTH 90 FEET THEREOF, ALSO, LESS THAT PART OF THE PORTION OF PINELLAS COUNTY, FLORIDA; OF LOT .30 WHICH LIES EASTERLY OF A STRAIGHT LINE DRAWN FROM LESS AND EXCEPT THAT PART OF THE SOUTH ONE-HALF (S 1/2) OF SAID LOT 30 THE NORTHEAST CORNER OF LOT M, CORRECTED MAP OF HARBOF~ r;Q.~K~E F~tLOWlNG: CONVEYED TO CITY OF CLEARWATER BY DEED DATED APRIL 11, 1949, RECORDED PLAT BOOK .3, PAGE 65, TO A POINT IN THE SOUTH BOUNDARY OF'''''SAID APRIL 20 1949 IN DEED BOOK 1218 PAGE 407 PINELLAS COUNTY RECORDS. LOT .30, WHICH IS 10 FEET WEST ALONG SAID BOUNDARY FROM THE SOUTH- ' " EAST CORNER OF SAID LOT 30. ALSO LESS AND EXCEPT THA T P~RT OF THE SOUTH ONE-HALF (S 1/2) OF SAID LOT 30 CONVEYED TO D.E. RODGER AND ELMA F. RODGER BY DEED DATED JANUARY 41 1956, RECORDED JANUARY 3D, 1956 IN DEED BOOK 1576, PAGE 197, PINELLAS COUNTY RECORDS, LESS THE WEST 85 FEET PER O.R. 10528 PG 971. This survey is mode for the benefit of STEVEN B. CHAPMAN, DuPONT PUBLISHING, INC., BANK OF AMERICA, N.A., ITS SUCCESSORS AND/OR ASSIGNS, MACFARLANE, FERGUSON, McMUllEN, P.A. AND FIRST AMERICAN TITlE INS. CO, I certify: a. That this survey (I) Was mode on the ground. (II) A'J per the recorded description recorded in PlA T BOOK .3 , PAGE 53 of the Official Records of Pinellas County, Florida and is correct. (III) Shows the locatton of 011 improvements and other matters on the subject property. (IV) Shows the location of 011 recorded eosements or other matters of record affecting the subject property per legal description contained il, those instruments of record referenced on the survey. (V) Shows established building and setback lines. (VI) Shows the lines of 011 streets abutting the lands, the width thereof and whether the streets ore paved. b. That any encroachments either way across the boundaries of the subject property are shown on the survey. c. That ingress and egress to the subject properly is provided by DRUID ROAD AND JEFFORDS STREET as shown on the survey and that curb cut permits for the access ore readily obtainable from CITY OF CLEARWATER d. That the location of 011 improvements, if any, on the subject property is in accordance with 011 zoning lows regulating the use of the subject property, applicable lows containing minimum set bock provisions and covenants and restrictions of record. e. That the subject property does not serve the adjoining property for drainage, ingress or egress, os shown thereon. f. That there are no matters on adjoining land that would prevent adequate drainage of surface waters from the subject property. g. Complies with the "Minimum Standard Detail Requirements for land Title Surveys" as adopted by the American Land Title Association and American Congress on Surveying and Mopping adopted in 1988 and meats the minimum technical standards set forth by the Florida Board of Land Surveyors pursuan t to Section 472.027, Florida Statutes and Chapter 61 G17-6, Florida Administrative Code. PARCEL II. BEGIN AT THE SOUTHWEST CORNER OF LOT M, HARBOR OAKS, RUN WEST 850 FEET MOL TO CHANNEL, THENCE SOUTHERLY ALONG CHANNEl.. TO A POINT WHICH IS ON AN EXTENSION OF A LINE PARALLEL TO AND 90 FEET SOUTH OF THE NORTH BOUNDARY OF SAID LOT 3D, THENCE EASTERLY 850 FEET TO lHE HIGH WATER MARK, THENCE NORTHERLY TO THE POINT OF BEGINNING. PARCEL III. BEGINNING AT THE SOUTHEAST CORNER OF SAID LOT M, HARBOR OAKS; RUN EAST ALONG THE EXTENSION OF SOUTH BOUNDARY OF LOT M, 41 'FEET MOL TO INTERSECTION WITH A STRAIGHT LINE DRAWN FROM THE NORTHEAST CORNER OF SAID LOT M TO A POINT IN THE SOUTH BOUNDARY OF SAID LOT 30 WHICH IS 10 FEET WEST AL()NG THIS BOUNDARY FROM THE SOUTHEASr CORNER OF SAID LOT .30, THItNCE SOUTHERLY ALONG THIS STRAIGHl LINE THUS DEFINED 22 FEET MOL TO THE NORTH BOUNDARY OF SAID LOT 30, THENCE WEST ALONG IHE NORTH BOUNDARY TO INTERSECTION WITH A SOUTHWESTERLY PROJECTION OF EASTERLY BOUNDARY OF SAID LOT M, THENCE NORTHEASTERLY ALONG THE LA TTERL Y DEFltJED PROJECTION 2.3.2 FEET MOL TO THE POINT ~ BEGINNING. PARCEL IV. BEGIN AT A POINT IN THE SOUTH BOUNDARY OF SJ\ID LOT 30, WHICH IS LOCATED 489.93 FEET WESTERLY ALONG SAID LINE FRbM THE SOUTHEAST CORNER OF SAID LOT .30 FOR A POINT OF BEGINNIN'G, THENCE NORTHERLY AT' AN ANGLE 88.45' ALONG CENTER OF SEAWALL 90.02 FEET, THENCE EASTERLY 130 FEET, THENCE SOUTHERLY PARALLEL TO SEAWALL 90 FEET, THENCE WESTERLY 130 FEET TO THE POINT OF BEGINNING. ALL OF THE ABOVE LYING AND BEING IN THE SOUTH 1/2 OF THE SOUTHWEST , /4 OF SECTION 16, TOWNSHIP 29 SOUTH, RANGE 15 EAST FURTHERMORE THERE EXIST AN EASEMENT OVER, ALONG AND ACROSS THE NORtHERLY ONE (1) FOOT OF LOT .30 OF SlUFF VlEW C. PERRY SNELL'S ADDITION TO CLEAflWA TER, FLORIDA, FOR THE PURPOSE OF KEEPING, MAINTAINING, REPAIRING, REPLACING AND OTHERWISE DEALING WITH A CEI~TAIN MASONRY DIVIDING WALL SEPARATING THE PROPERTY KNOWN AS LOT "M", OF HARBOR OAKS SUBDIVlSION, FROM THE AFORf:SAID LOT 3D, WHICH DIVlDING WALL DOES OR MIGHT ENCROACH APPROXIMA TEL Y ONE-HALF FOOT (1/2') ON LOT .30 AS AN INTEGRAL pART OF THE PRESENT AND SUBSEQUf:NT OWNERSHIP OF LOT "M", HARBeR OAKS SUBblVlSION, AND SHALL CONTINUE UNTIL SUCH TIME AS EXTINGUISHED B"( PROPERTY CONVEYANCE OR TERMINATED BY MUTUAL AGREEMENT OF RESPECTIVE OWNERg. IN THE ABSENCE OF AGREEMENT THE WALL SHALL BE MAINTAINEO BY THE Owt-JERS OF LOT "M", HARBOR OAKS SUBDIVlSION. (OR. 890.3 PG. 2:214) ., "0\111111',, , D,Qt'I~~,~1fjiJtJ2~f~/,.~ay of April, 1996. /,( > $~rE,~ :,I.~~IfQ.,. ,:;1: ':3 .. ,.) ~"i ~ ~'. /' ~ ~f ... , . ... ." . \ "" , , : :J:,; ., () :> '.. ~ " :; · :Ii ,. iiI"" ~ . . ."_,* i ".'-,-' , ",,,,., ~.~. -.\- - ~/~~li7, O';f ^ i'!:' C: 'i ,,,(hi '" fl' " "Il 'J'- 0 " "P,T. ...~ ~.;, ". ,,' -- ',,)',~~., ,'''''''''>, .....~.~.: ~.\#, ",~:j7 . '~?i';i'~ ,?' ~ '1.-,~,..".,..~, -, ..~..., , ~', .'.~~~;, ,....), -.". ..~c "/ ~ ,,,;;. 'J-i., 0') ".,'/;) ~. ".(;" Ii"'\ " .,,'J 2' ,. 3)~'~ I", I" ,,'\\ \\\\(. 'Jf7-t,. \'il!" .c 'c' NOTES: BENCHMARK UTILIZED IN THE DETERMINATION A"" MHW IS PIN~LLAS COUNTY ENGINEERING DEPARTMENT STA TION "HARRIS 0" BRASS DISK IN CONCRETE ELEV.24..37 NGVD 1929 (ADJUSTED VALUE). MEAN H'IGH WATER ELEVA flON 1..36 FEET, NGVD 1929 BASED ON EXTEr1SION OF TIDAL DATUM FROM TIDE STATION 872. THIS MH'W SURVEY DOES/dOES NOT MEED REQUIREMENTS OF THE FLO~DA COASTAL MAPPING ACT OF 1974, DAlE OF REVIEW PENDING Ronald L. Hughes State of FlOrida Surveyor Registration No. PLS 3747 ~ \ G \ \..-, ~ ~\ '\j \ CORRECTED MAP OF HARBOR OAKS CPB. 3 FfG. 65) r~ r/ ... " ' , ~:1J! iTJ,Y , SOUTHWEST CORNER /OF LOT M III a, -, " 1 00' EASEMENT FOR c/a BUILDING 850.00'(R)" FN&D .------_--1 , ,--_______ I V I I I I I I I I , , I I , I , I I I >- ~ I <t 13:.-.. I ffi ~ ~ 850.00'CR1_ _ --1" ~ .es rfN&D r- ,,---$____~ ~n ~ I V 0 , ~ 0 I <t co n I ~ ~ U I (f) , d n I U U I ~ ~ ' w , ~ I - I 0 MEAN ~IGH WA TER ELEVATION 1..36 FEET ~ NGVD 1929, AS LOCATED 4/2.3/96 b ALONG: FACE OF SEAWALL ___________ ~ I I I I I L-850.00'CBl.. _ -J ", ,- _ _ .t:ND ~X" SU T V ,a WALL MAINTENANCE ~PER O.R. 890.3 PG. 2214 ~" , --,0'" ~,.-- ','---,-"c._,~_ a :~ (,0 N o N 412.23' 1 9,'3 ... -- ,," '" "" "" I INV. , &.7- 94" 5'O"(~ 1 ~~ 6'~ ~ - 12' J':'1 &.'2. 1.) '3,& ~ ~, ~ ~ -, ~~~~C/S 6 ~~9~ )( 9,' )( 9.:~7- l~' N "<t \0 N , ~ 6~ ~ S iARY if UF STATION _____ A It 1?' ~ r- '3l ~ 0.40' "'~ /"- </ 'v' 'v/ 0.7' SEAWALL 1.3' SEAWALL 15 SPACES ~S?r\ ~\.J 18" RCP ~ ---------- ----:::::::-:--- '" ?-= -- ::::: -- -- ",)' --- )( - - -- ~ ?,7- CATCH ,,9 1 \. ("I \ ::::: ::::: __ _ " ~ BASIN)( )( 1- ~S?\-\~:'\......I)( 9,0 - -- ::::: ::::: -- -- , \..- .A ( "" ---- '-- .,.,-' -'::::-.::::--- ""' \ ) \ \ -- -- -... -- '- A \ - - -- '- ) 9,;.. \ - .::::- .::::- .::::- - _ 1i:5 ....SIGN / -.::::--_ Vl Vl 'L ---_w W (, \...' ---i.::::---- ~.........")} \..- e; - --.::::-.::::- r-::::: __.::::- _ L~ -; ~~./~' '--- t') - :::: :r- -1 D NAGE B,6 _Q \ \--.::::-.:::~ t INL WALL ~~' ~~ J' !>E BIB ~ ~;: - _ __ 6.'3 e' '/ // 1 SIGN--: . / / ,9' "'OP -:"0 V' ~ I 15""': 55.56' SIGN /1( J ,/-- \' '..." I () ( V " ' h,6 ~ 1- I- 1==>-6" RCP ....... ').1 ,,6 (~ '-' )( WALL FLUSH /W/ DRIVE CiS WITH 6 LIGHT ~ 6.e y ,)i.9 t.r '\ ~. N "\ 1 1'0 ,O'~ --1 " ,0. 130 ~9'(R) /0.7' ) 1.7- )( \0J~ ~FOP s:J )( FIR&C ~ 5 ,...: ,0, 22.65' Vl ~ or( Q. Vl to ~ ,.., ~ ,.., .- 6.A- 6.A- 5 ~ 6. 6, 91.15'O"CM) ~- n o~ U 31.28' ~ ~~ ~ g . <0 I) 1'0, 1-,7.42'totil1..1 Vl W U or( 8; Vl tj or( 8; '0 21.00' ~ CIS .... 51.72' 1 STY CBS LOWEST L1VlNG FLOOR ELEV.= 8.14 0.9 )( 14.64' 1-' I':.. <015.39' .,j ........ a::: ::- N o o Ol "- \ \ I \ \ \J I ~s?r\ ~l1 ~, >--' I NI C?j o O'l " 0 A- ....'1.8\. .- ..J ~ r....: <0 . 1-0 ...J ~ <( .- J: l' Q U) <( 1 STY CBS # 210 LOWEST L1VlNG FLOOR ELEV.= 10.6 WEST 85' ....\ (t-....\..... \ "'-1 \....-- / r-) f\ \-" ,,) \.-.... 6.0 \ \; /-\ \ " )( .....0.0 )( NORTHEAST CORNER FIR ~ OF LOT M 1\\ I \ I \ I \ / \ I \ I \ I \ I \ I \ I \ I \ I \ I \ I \ I \ I \ I \ I \ / SOUTHEAST CORN~R / /OF LOT M \ // ~ ~.:J,'2.) --- ----- -/0 -1 "'CLF ~ FIRIC /A/C CIS WITH Ale I d 96.55'13"(M) 12''/ / t~) ^ L:) f" ~- I I I I ' . r:-E- OJ J /" 1 /-\ I \ \,...1 L_ L. I I I ,) ~ ~-~t--~- --~---~ ~ 10' ~ 3 . 4 h 22'~ ,~i . '" 32.88 ~ 'B ~ lo ..-'\~. :: ~? LO 10' [) 0 ~ .....-~ 6' CONG WALK 8.3"4" 7"(M) r:J ..,.,) ..-""'. ./ l'--. POST ..- - ~ J?~STS S ,.,..,., Atj. ,9. ,9, .--/~ ....' 97- ~ ~ \9~' -:;1 ~'rp\ FIR&C"-- ,9, / SEC. 16 LEGEND: FND. = SN&D = FIR = FIR&C = SIR&C = FCM = SEC = TWP = RGE = M = P = CIS = CLF = Q = o 'Ut 1 TWP. RGE. 295 c o ~I ! o H . lIACHOuA . DIt. SITE MAP FOUND SET NAIL & DISK FOUND IRON ROD FOUND IRON ROD & CAP SET IRON ROD AND CAP FOUND CONCRETE MONUMENT SECTION TOWNSHIP RANGE MEASURED PLATTED CONCRETE SLAB CHAIN LINK FENCE GUY WIRE = UTILITY BOX = POWER' POLE = SIGN \ /PLAT LIMIT ~'T8;6'? ~ o 23.56' ~ ()') /1 o N .- ~ ~ N. a ~\~. ~52' ~,~ o. ~ 28 N ~ ~ CITY OF CLEARWA TER ~ DB. 1218 PG. 407 ~ ---------------------------------~ . / I ,6 ~.z Of ,~,1 FND NAIL & BOTTLE CAP ,I ~ SOU THEAST~RNER OF LOT.30 \?,1 - )( I 1.36.45' ~ i QO ~ 1'0 If) co /i "- ,-\ \ ('-' \ __00 I ,----. - ,----. '- " I \ \..... '-" -./ \ \.-, \.--'~ ..... SOUTH 1/2 OF LOT .30 2 STORY MASONARY BUILDING !.n.7- _ _ _ _ 61.30' ~~- ----------~ " I~ " ,... . " L_:1 r-L g " 8,35' 10;." I . , L'~ . Lo ~ \ - ~~ I Ol 4.6' ~ \ 8,65' ~ 44.9L-Fl- \. n 77.90' ,0:- _ 7.25/~ - ~s?r\~l1 N .~ ~- ~t- Vl W U or( Q. Vl ,... o 1'0 () ZN P1' N oo~ toti ,521.12' .34.34' ~ 31. 95' 9,A- "oo;t o 9 1ts.38' ~ ?r\~l1 ~S 91.' S'O'.(M) PO~l n ~ \Uo' >("6 0 ~ :\if.1R&C 0.1 \\~SIGN ',/ ~ LIGHT POST ON CIS () Z o () FND DISK ~o METAL ....^...~ ,., /-- \ 88.4~'0"(M) 'Jy \x 6%~ ~ I 0)< ~ 1. ~I G 4 1 ~. )? ) I .3 56' to If) <0 N If) <0 <0 N -- <0 --t e ~r:.., 1- ,rllO a 13.12' ,;)1 9.' . N ~ .- lO ;: .349~3'(R&M) 489.93'(R&M) r. \;: ------ 42.56' ,0,6 CONC WALK .co w ~ > . _ 0 0:: N o f:.~'~ 6 A-~ f'J, 130.00'(R&M) ;a~60. :---.......~,?:,~ METAL / ,,6 gOST A :,. ,.1 c:. '3 I LIGHT POST "J' ON CIS :, b, ,0 ~~~CATCH B~ "'--' - M - ci N 9'\ 9.0 )( ~ ..... I ~~- ~ \ )( I u o 0:: ~ 6'? 6.4 6.1 .. 1-1 If . , FND "X" CUT :,.9'3 '&~ L :...) _ .. 0.0 <t - _ Jt6 _ ~. 0'/ / 6.'2.JEFFORDS STREET - . 00 R.D. W. 6.5 " - 1.0 - It e.7- Ie - , ...A-~ ~M'~_..c-; ......... 1 ,~ Ie A- ?' .f.J I( -6.1- . .. -..-t~~, · 4 II 6, ~ #. (,g M 0Ji. WIRE 6,0 . 7- -- ~~"'tl~""'_M'""-",,,,'i' , 62.45 en N co ".e "- \ I \ \J I 1 STY CBS \- \ '-1(-"".- \.-- I r-) f\ \-" 0 \.-- \ \; 1-\ \ 27.0.3' co o r....: N " ,) ..... o o .q l ,- 62.84' 9,'3 If ,0,:' If 1 ,j, -'" .L' ~ 1 . A.) . ~,A- T' - 15E ~ e-.... '0::: c ~ \ \ \ \ \ \ \ \ \ .. o N II .. .. ..-- W -.J <t: U (f) A ~A, x 8-l '~\3 o ' er:: o. o\er:: 5\""0 er::1O 90 ,1, \ 6 ,e, ,e. \ 01.'qO'(R)\ \6. \ . () Z ..- Z"' <(0 ~~ ~I [Len <(...... I.-J 000 :J ajD- Z~ 'Z ~ () WLL ~:J 000 ~ l.&. o lJJ Si 0- ~ >-0 UJ -Z' >... cc< ::) (J) CC, Cf) :-- r . Z. · fcul~ <Cj:: OlU:L Z>(J ::)0- aceI caCLZ I-~<( =>.:.::::W~ 10 :s: ~ oJ o 3: ... a. . (,) ~ ..... '0 ~ <D ... t>l . '( 1:Jl ~ ~ . ~ .~ ~ ~ Vl III 5 ~ ~ ~ ~ ~ :5 ~ c..J a. Q; r" O;:! ... IIJ Z... (0 :5 ~ ~ dO ' I ~O) " . Il; ~ Vi ~ ~ ~'l: 1'- -lC 'rl Vl ~ ~ cr \';l t'J Cll ~ Rl ~ ^, w lo.... '"' > I ~ ~ ~Ol .~ V1 III b) I ~ ~ . ~ ~ ~ I ~ r:o.. . III Vl '4~ col cr ~ ('0 t::j ~ o ~ t>l '+-l ~ CO) ~ w ~ ~ III · rq ~ ~ ~ ~ ~+. Sheet No. 1 OF 1 ia1 oJ I .~~ 0 lO C'J 19 :':?O ~ (,) 8 "'-.. (0 C\J ~ ............ 8~ >. .0 -g -" ~ 6 ~I j-J ~o: o >. VI .~ VI 'l' III 0: II> g o z OCT '27 '2000 ~ "'" ~- ~ ~. FILE Ft Od'12.?1f Hl~ 'r7q~1 JO[- ,'-- PALM I C/B 8UILDING_it~ ----- .___ 1 __ - _ ... . ____~LUSTE:~)- . ,.,', .-L_ PALMO ==F= == ==== == ==__ __ ___ 8<6g3o OPALM - I' /. r: 1 T : i T i--i--T--:-=iQ;~~==:==i==T==(~f==r~~== I 71 = = = JJ I : : I , 1 I I I I '1 q I , , '(~ ~ / ~ (t" ~ 1 ~ ( III I I I" I I I I I "" / 1 - I [1 - , ..' ~_~J;UT FLUSH WITH WALL I I I I I I I I I I I I I r:Ll L"Ll I~JV Ul+~ I~'/ 15 SPACES ( "'I ~ I\Spr\I\'-' , 'I) f---- 6-' () \ --~~.-- , ~ _ _ _ _ - - - - -1- - - - - / ~~~::~~ 11 ( p>---y,r r\\.J .... I ",/ \..;-/ -____1_____ [) ----,---- <-- I I -----1-____ EX. ZONING: '0' w -----+----- ~ I 0 REZONE TO: LDR ~----c:b---- ~ ----~~~~1 ///), /(PALMS)) r-:15-1>--~~ " '--1- ~ ~~, ~\i,;-:, I,,: P;1, " 1.," -:;~~--i,--r " '1" j~:,~;e;.-r,~~:) t,I;({-/'l<P.~I"./" I~< 'f<,,),t';~,,^}r. }.~I ;<$.''''~J' ~' ',"" .I ~ ;#t.: "fl-'~ 4 ",~"I . k~ :~'H~';'~il';t !~~r ~l~:~~~:tf:~ ~~~'ist~~,~!/~J ;~~; )<j-I/j, . dl'~* "~. >\-";-r ji";i)~j' ~"W",~:l,(t I NES Comm.: 0040 I I Drawn By: N.W.M. I l Checked By: J.V.I. I III I! \ 412.23' 8% P~LM..---~'irifJJ~:R . . . CLUSTER 0 co., ____-1< 10:--- _. -k------. - -~ :, 7 ~E l~"i(;..LL -:? -:? ===rrrf I ( / /j- I (t" r : / / l I - r///)-J I U~-4 / L / ~ ~ ;0 ~~ ~ '- <:::-~ ,,~'- ~~ ,,~'- '- -------.- _._-~----- -.'" 6' CONe WALK "\ .=--=-=-=-=- -=-=--=--~-.=-c:::-=-=-=-=-=- - .===----__~ POST --- - - PALM 0 T . . Ale ~_!~/c / I-----~:~ ;~~.N ~:.~~--~:;-lRtTI[M :~~-L-.-l. I I .._ _ _ _ _ _ _ _ '. __2.,S~OR~ ~ASONARY BUILDING f) ~ cj/ ~ ,.l ~ "\ ~:, .. ----r Ll 1.3' ::.E:~Wi~l_L " ...... ...J 4: ~ ~ 36" 8AK ~l ~ (DEAD) ~ ~ 0 . u ~1 ~ . I o en o (J I L--l r--i L---l I L l.- '-l ~L b---------_.11.-==_==--:::._.:::::-=-_==...fl:- --, -_. :-- _-:::J:::'- .J L \ \ ~~ II" ~ II ~~ i//?I ~ ( / / )1/ D~~AGE (/ / )/F' \~LE", C//~II ~ r ,///,;/1 ~ - -~~------ - - - - "',:"",=-" PUNK TREE ,---DllSlEB______ I I 6" MAGNOLIA I I I , , 1 EX. ZONING: I I I REZONE TO: 1'0' I ' I I 1 STY CBS I r 1 : 10" OAK # 210 " , 'I LOWEST LIVING FLOOR II I jI I 10.6 ((y I' I I I' I 'I, , ,I' O~. 'II I I I II I --tJJ II I :' , I II I I I II' I r--JI I ~ : I ~ L = =.:: CONC WALK =...L.::-.::-.::- ~ J U I J~ ---- -48~93~~~M'~~....J- - - - - - - - - - --- I ~ I /il ) l / II ---- -L_JL___,.__________ ----'.------(--------.---- -- ~12" JUPITER u F---- I ~ i~-~'~ -----i----- ~ ~.Iiu" ,./~, ~I i rU~~'-=- ~ ----- ~:L -:'--" ~t&~TER(A~ ~III . ~ ~ I ~ ,u ll. () ---__ 0 \ F- - - - - (I) ~ /- - - - -- ~ III '~ ~ ., C~ ~ - - \ ~ ~--.-- ~ -----r--'---~\\\G '0G'\ ____] il---- ~S\'f\~\-i -----:-<0'P~\\S'\~ ----~ u ____ ---~+-E.P- nl r' () (I) --W-liJ ()~S~_ J-GS-- ~ Unl ~<0~()~~~~__ -- ~\-i ~ ----~ J 'l(--S~ S-J: ~s\'f\ ----~ n ---- ~ ~----I----- -___ Ul :11 r' I 7iI u I ~ - -~~ " _____f -130.0iiCR&M17) - I-PALMS r - - - - ~ c: ~ / I i _---, \ ---if-- - - - ~~--- -,IC'r / /~/-._~(? I \ ~ALMS Ql..)/ PAL~~ / \.. ,.'eN 7'UGHr POST ~~~.L...===-~:::.:::.=_\ IQI--~~::'(;~T POST --====-~__.===.==::.._ I __ I ..- ~= r-:"CAEtL BASIN .._.___ \ \ r-- _..-1 .<( .....-'=-~ _:- ,~ ,.,qtl',tlJt.l1 ..do:) ,se8 eLJ , ,- p.,S?0.{:>..I.\ <1 :s .-=-- - -- I _...J <t f-- .j 1 " ) ZONING: '1' r----l TO: 'L~R' ~ ,-------L____.-J I : ~ STY CBS I ~ LO EST LIVING FLOOR , {LEV.= 8.14 I "2:! ~___J---T-I--l ~-l ' ,~ L " ~c:.,v A-- I "-!~-~ '1 I EX. REZONE -\ ~'~ \~~ \ \ 1 1 STY CBS ] \ O~~V \ ---,.----~---ri~'(O~ CL,EARWA.TER~ \ \ Cu. 1218 I'C. 401 ~\ I', . \ _________________________ 4 11,).Ov"'.I1 - - - - 2"".:1 I ~ I // _r-~;/ J I~r 0\ . <l ? ---I ~ ,",--, \ ~ 0.::: l_< /..... 0.::: L..J -) ~ ..---' 0 (LcD 0\ i __,' J---' ----~- ~-'---- ',1: u.J 1,-- Z I 'g :~ , : 11- 1\ FLE\.i. TIOI\j 1 )(-'. FE[T ,. I_'.',_;-l TEC) .f /23/,)13 ,r :)[;:'W.ALL n.......... II~ uo 10 . fHg . -- ~---- .. J I tJ) ... z ~~ 0 00 - ... O)U ,~ ' . --0" .... ~z ~ <If- 0 -~ "",A. 0. M'^ '^ b~ z .( ..- ~ )(~ to- "e .... . ~x .." "'~ 00", .( MIA ... '!.AI Z ;z w .... ~ "" -- ""'.. z ~~ 0 - , ~ "" - > z 00 ~ 0 ~ M . , 1ft .0 " Q"'" z ..= - 0.. z z ~o ~ ~- .... ...~ 0- %0 Q u~ ~ .. z CA~ ~ ::t:~ .... ...... . :).. o~ ..... '^~ .... ...," > o~ - V MU \1\) Issue Date: 08/03/00 Revisions: No. Date Descri tion IL -~---~.~:' ,IEFFor~DS STREET (-)T]..J---R T) --0'/-'---'-- .-- '----,,-.--,-. - '- . '-'" V \ " ~''{/ / ,~- -':;,,' --_.__..- -....-.- --- - ' -"---'-- . >-.. " C)'/ !81 DESIGN/DEVELOPMENT [] PERMITTING & BIDDING o CONSTRUCTION DOCUMENTS .--- ~--~--_._-- -.- ------ -- -.------- - ------- \ '.., .., /r=----.::-.====.......=-====-~::=:::.==-=:===.==--=======,=--=....:.,t. /-:..===--======~.....=-. .,. .=::=-=-=--=-=- ----, ..-.._-.~--._- ~~~ t .-- -- -- --- -- '- ------ Q"D.._WIRI__ - - ----=-=--=-'-==-_{1 _v_~___~ ----------.. -.-----..... --------" "-. '. " '\\ \ \ .._-~- \ 1.12"-1 24" I :12"-r12"=f Best ("opy AvaiIC:~~11~J PAINTED STUCCO fF"'~ U.".,..,.' ~,', i!'".,.~ .. ,,7 .', ",t bll .. \~~ rr f,t/'fCPJ<" 6 ' .- 0 " # 5 @ 16" a.c. 4- #5 '3ARS 11/== 11==111::=111 l' --0" 12" 111==111==111: III 12" /11== 11==11'==' I 11=-~III==III==ITI 1 '- 0" 12,,1 I. 48" -4- #5 BARS SCALE. 1"-20' I... 36" 3 - #5 CONT. WALL SECTION N,T.S, 1 .. I COLUMN (PILASTER) N,T.S. . . . . J 2' x 2' COLUMN (PIU\STER) 22' RECESS I I ' 12' GATE . I 01 ll~ I _~. 12,0' ~ 5.0' 22,0' 30.0' :{ I ' I .1 24" .1, 8.0' 01. ELEVA-flON OF 6' HIGH SECURITY/PRNACY WALL SCAlE: ,. .; '0' .12'1 63,0' 66.0' 25,0' z..,.. :j a.. (.?c Z:. - z o N w ~ C :z <C >- w ~ :=J rJ) w w 0:: ~ OCT 2 7 2000 w (.) :z w c - rn ~ w c ~ - er;:: 0 Z ...... C L&.. -<< ~ 0:: 0::: :E c w - ~ a. ::.') ~ ~ -cc 0 :!: U) <C C) w (..) ~ ...... ~ u C1.1 z ~~ 0 00 - ... co'" ~ - . ~'" ... ~z " ~- 0 _ft: too. A. t.. M'^ Vi too. 0 Z -z -< .. - ~ )(~ .... ~@) u. . 0.% .... ~~ COt- < M", .... -.... Z ;z IoU ~.. ~ ... -- too.~ Z M~ 0 el ~ .... - > Z co IooI.! 0 0- M . I U\ ~ " o too. Z ~~ - O~ Z Z ~Q ~ ,,- .... ....et ~ :cO "'... 0 ...u. Z ..... .. ft.lft: ~ :c.... .... ...1- . =~ O~ .... '^" - 'llIt~ > O~ - V "'''' .. J ... .~ ~ ~, '~ .l ~ It\l I 'I . 00' E;\ S E tv1 E N T FOR IN AL,L_ ~~ f\i N Tn~ A \j CE ./ 80",3 PC' ~,)14 ./ PER O,R, "U J, LL' 'fir r'" ^, O:T ~=-==- . -- ~~.=-" .--..-- . .=iiir~ ~.---..- . . _~ +' :1 " 412.23' \ I I =--=- -=-=-.~- CjS -=tIIJIf~,,-- ..... L . -,-=-=-r--=" ~~ . .=-,.==- - - ~.=II!!!I!..=,. ..------1 . :>..---*- _ :=D!! () r{j,.,v - - ~~....... ~-. ~...:::-. '0" Sp,NlfARY --- LIFT ST A Tlm~ AIC :..~ / ....____/ A / C / --I:---i.=t. [JJ] -.-=cU.------.l__=l---.e=B--i g,A 9.S ~j 9~9'~ 9~ ill g7/~ \ il ~ 0 \ I I I---L---~l__ L I I ~ - - -- - -- -- --. -- - -- -] I L_l r- -- -1 I-J L. - ~_ I L__ -L---r-J D ~ -. -- -- -. - J1 I 1 . ----. --,---- - ----.-----..--___=:l:::=_=___ _._.___________.______.______ ________.__ %\ ~ .-I <( 1 13: " <g \ ~ J 'b\ "UJ \ 0- obOI ~ \ ------~ ~ ~U v."" ,)t...''I /... L l 2 STORY MASONp,RY BUILDING i j l (; E ::\ ~.v /..c. ~,l -- --;;:~~~',;' -~'-:l~l-;'; (~----~- -~-:-~;-.~.~-\~:7f J,.,~ " I';' '.1't,lf. y~" ~ \0 ~(ljI. ''''",,' ~ ;<';'" '1f jj';~::' ~l') , ',- '~~ ',,..,*-,, .~ 'e,I..-';;' ",,~,;,. J""';"I/,"t1,1 'b\,~'~~ . .~ ~ ,~!t:!"'~~'~-" P...t,~i.';~t~,.l;~>(,~',>t.!tE_.!jl.'~''l',.i 31 fJt'~ V ?, 10. ~ ~ " "HIt A~,{ ~ \!.i ','; 'd. ~'1 )' ,t i p,' 'Ji. '~I'Y'.l.J'~Jfl!: ).., ~ 4"'~4. f ~~t<'1-I),.~:;;.\r/I~'~',' ~", ~.<,,\ t l~;?tq( ~~ j': '/}.? ,\:fl,'('l(,~:j.' ~....t?,l~f~ ~ ~~ .~ri1'" 4!l;~ ~'7 '\~ rf." ~ '" '..'~ ~, ~ .,.%;; ~. " ) ~~ lo- " /~.- < [- I NES Comm.: 0040 I I Drawn By: N.W.M. I Checked By: J.V.1. UI >-.. --.::> :> _..1 '-"~ I , L. L__ .. I L. L.. L_ L. L_ L_ L.. 'L. L L_. L. L_ L._ L_ L_ L_ L L. L_ Q l.l_ L 1_ L_ L.l_ L.l_ L_ L_ L_ L_ L.l_ L_. L L. L_ L ILL., L l.l. L_ L_l_ L_ L. L_ L_ L_l__ L L_ L L_ L L t LLLLLLLLLLLLLLLLLLL I L.L_L L.LL.L_'~' LL_L_L_L.LL_L.L_LL L_L.L_LLL_L ..3 LLL_L_LLLL_L..L I LLLLLLL~ LLLLLLLLLL I L_ L_ L L ..l_ L_ L_ L_ L L_ L L_ L L L_ L L L_ L_ I I LLLLLLLLLLLLLLLLLLLL L_ L_ L l_ L L_ L L.. L L_ L_ L L L_ L. L_ L. L_ L_ L I . L.. L_. L.I. L_ L_. q l__ ~4t{ 1_.('Jtl~ L__ L L_ L I .l.. L. L. L. L_ L_ L. L L_ L.. L_ L._ L'L L_ L_l_ L_ L L L_ L_ L , l .l. L. L Ljl,_ L~,t 0 L L_ L. L_ L_ L. L L I L. L__ L_. L. L L_ L.,..L'. L_. L L L. L. L_ L. L_ L_ L L_ L I - L_ L_. Li. QVvIES_L LI WN G LfL<DiDIL L U I - L. L_l ~'LE!.J:J-.\V-h Ii kJ ~L_ L_ L. L L. L L L _ L L_ L.. L_ L L_ t.. L L L_ L_. L L. L_ L. LL_ L L I _L. L_L_L_ LL_LLLLLL_LL_LLLLL II - L L_L_l_L L_L_LLL._LLLLLLLL_L II L l_ L. L L . L L L L L L_ L_l_ L L L. L. L L L. ~LLLI LLLLLLLLLLLLLLL II r- L_ L. l_ l - L_ L_ L L. L L. L l_ L_ L L_ L L L. L II - L__ L. U.L L L.L.l.. L_ L LLL~.L_L_l_L_L II LJgL. L l. L_ L._ L_ L L_ h-lt.- L. L L L &= t.. LJ.... t~L.. L__ L_ W~.: L_ ~L:l- 11' CONG WALK r----. ,., ; 4 l~ -t , I Issue Date~ -.J)8/03/00 Revisions: No, Date Descri tion ~'---l I 1 " I b eLI. -c l=1 ~- -- - - 1 ---1- L L L. L. ~.1 r L._ L L_ L L_ L_ L_ L~_ L_ L L L L_ L=tT= L L_ L_ L L_ L. Ll - L_ L - L_ L.. L_ L L_l_ L_ L. L L L_ L_l_l_ L_ L. L_ L_ L_ L_l.. L, -. C ll- L Lrift.l- L-t' - Lo11)1- r- Q c L L_ L_ L_ L.. L_ 1_._ L_ L.~ 1 t L_ L_ L~. L_ L_ - L~_ ~ I t: ~ ~ L_ L L_ L_ L_ L. L. l_ lj r L__l_ L_ i If\Wb-J,.,;.-1 ~,k,.lFI-AriR~- L.. L.~. L_ LL _ L L_., L_. L_ L L.t~L.. t:.~_ L_ L 1- ~ If_ L_ t-_~:f_ L, L_ L_ L__ L_ L i-L- L_ LL_LLLBL["V_=E-L8JL4L LL L L. L L_l_ L_ Lj ,~ ~- L_ L L_ L_ L L_ L. L L L_ L L_ L_ L L_ L L_ L. L L L..l_ L Lf' I [ L_ L L L_ L L L L_ L_ L_ L L L_ L. L_ L L_ L_ L l_ L__ L L_ L. r I .A.6L L_ L L. Lr",..,. L 1-1 _ir-L ..L U t. L l_ L_ l_ U II +J '...L L 1-1 -W I L. L_ L_ L L~ I --l !- Lh L_ L_ L. ~ I I '" "..J~ 1 t1 ~ ~:l-i: iJ I '~ I. -l ~ . >Jw '.' 1 ~ > I I a::: . o I L .- - -t,' ~ <1..l.__- ---. I U · I of" '\~,'c,:, o. )1'1 ---1; .. I c:t: I _~ c~:1'J..~~ GHT ~os 1__ _ _ ___~ _ 6 ^ ('j ", . ; l. il 6' -----.-------.------ -.-- -.---.-----,-.----.-----~--==::::==~=---=--= .-=.~-~=_------.-------~-- --~-__J,l_.,.__ -- ---- - ------4---------.. .____ __ .______ ------------------- - - ~- .. .----;-.,----.---..--..-.- ----.-, --..------ ---------- --- ---., --.'--.--.--..-.---..---- - - -~--- ------ -- . --- ------- , 1\5" I L_ / ~ :11 ~l\~SIjO\---. 1\ <C\ < ~ II C)\~ ...-1 ,CL, ~ \ i ' --- \ rIeL I ~ i -- \ C) \ CL1w \ (\ \ ~_J\ " 9 'I / 1\ II \ II Ii II ~ .1,'1 0, no' (F~ I .,. '--A ' )1 'I tJ. Ii ,4; J!\9j 'I " . ,6, . ~ ,'r LL Lu ~- I ICi S I ^, .... I ---.--.~------._.--_..--___.J ~ q tJ - i / "'~- i i :)(, I IE 1 :- t ["'" ~+- / ) j if ~j f-) (,~ [. ,:'., /,,' t\ l.l 'I ~\5 1 STY CBS .\ I I 'I) U_~___ r~--- ---- U REMOVE DRIVE AND BASE / / 61 --- r '1 t' ----- ____.... S ~6 ....,,,~..,I 6 '''<~~ 'j, c:., lJ '1 '~'-'t~ S I "-.,.~:~~ ~~-::~-=-- ~ DESIGNIDEVELOPMENT o PERMITTING & BIDDING o CONSTRUCTION DOCUMENTS ----~-.... , /~ }~y - -- - - - - - --- - ----------------- 'r i -I ~-: Ci '~; f 'I ii' , , B 1 ==-_=-===--.----- - ------- -------.2~----.--___._._.____._..___.__._l~~______ --~-----------_._----_._----_._-----------_.._--_._-- I .' j : r~\~0. l -=f=t - I ,l A't, " I')' f.~(.?'\ i .. , \,.'jll 'I . + -_. bY [~-~~()~~D~) STR[ET .'~. ~7Y'-.T) .[\ --,--,',------ -- .______+b:...._ CJ ',.J r\.) ,\j\/ , l' :,1 CH /"" X'-/ ~", .-' .~ ~\:~/ 6 ' (; --r-......;..------ C "t. ( /1 '..... -- +.-C____ (; a ~, li' Ij '10. ------ -_. ----_.._~~ 1 'I). ..;.,>' r-, , '-- / ../ ".>9 ;1:<'-+-J:~~:~::::::: =::::::::=:--=:::::-=.::::::~:::::."::::::: :::::::::::::::::: ~=::=::: ::=:.:::-==_=;J/ -~:::::::::.:-~ -;~~~~-~=::::::::=:-+ &~' --.::::::-:::- - ----~~- _ J -~~-" ,,_:- -fo!l--=:=:=::~)-= ==:------- ----iJ :,. ~___ ;~ .- J, /' ~ -- -_.____.. ___ ________ Q),,_vi,BE___ .:'5 -+-___ __"'!::..J/ I~ -. -- -- .-.-.---- -.- -- ----1::1 DEMOLITION NOTES '" , \~. I \; ~ }\ --'\''''~- \.. ) \4 A -1~' ~ (', '~~J ~\ ' \ c:.,\ \ v,'..! u DEMOLITION OF THE SITE INCLUDES THE REMOVAL/RELOCATION OF ALL EXISTING STRUCTURES WITHIN PROJECT AREA, PAVING AND BASE, UTILITY LINES (SANITARY SEWER, STORM PIPES, WATER LINES, POWER POLES, OVERHEAD AND UNDERGROUND POWER AND TELEPHONE CABLES, GAS LINES, TREES, SHRUBS, ETC.) AND IS NOT LIMITED TO WHAT'S SHOWN, LEGEND REMOVE: I CONCRETE z w u ::5 z D.. W I.U C - I- eI) ~ - U) W c ~ - Z ~ 0 0 Z ...J C LL. - <C '" I- 0::: 0::: - :a: c w SCALE. 1"-20' --' - ... 0 Q.. ::> ~ IX: :E <3: c a: :J: CD <t W 0 w C U ~ ...J ~ (.) alCl ~..' 'I'''' -~V Jid\l:) ..s8SI ASPH. & BASE OJ [I] o [I] @J ~ REMOVE EXISTING CONCRETE PADS AND CONCRETE WALKS TO THE NEAREST EXPANSION JOINT, REMOVE EXISTING ASPHALT AND BASE, REMOVE EXISTING STRUCTURE AND FOOTING, REMOVE EXISTING WALL, REMOVE EXISTING CURBING TO THE NEAREST EXPANSION JOINT, REMOVE/RELOCATE EXISTING LIGHT AND CONCRETE SLAB, COORDINATE WITH FLORIDA POWER CORPORATION, [2] REMOVE EXISTING SIGN. 8 ALL CAVITY & EXCAVATION RESULTING FROM REMOVAL OF TREES, SHRUBS, PIPES, INLETS, GREASE TRAPS, SIGN, AND POLE BASE SHALL BE FILLED WITH APPROVED SUITABLE MATERIAL AND COMPACTED IN 12" LIFTS TO 95% OF MAX DENSITY, 9 OFF-SITE DISPOSAL OF STRUCTURES, UTILITIES AND CONSTRUCTION DEBRIS SHALL OCCUR IN SOLID WASTE DISPOSAL FACILITIES APPROVED BY F.D,E.P., AND PINELLAS COUNTY. THIS DRAWING IS AN INSTRU~ENT OF SERVl~~AND' SHALL REMAIN THE PROPERTY OF THE ENGINEER, AND SHAll NOT BE R ,0', PUBLISHED OR USED IN ;om WAY WITHOUT THE CONSENT OF THE ENGINE ,~.f"."I<;,\... ~~. IGHT '2000 NOT PUBLISHED ~, '.. .',' ~".'?,./~, ~ ,~ >...... ..."".- ....,....,:.-. .:,,' :,.# ----- . <:Z/' ~~:;ff ({~ ~- . - ,~" " 'J ;i-:1"ft~5/"!tJ ., r 2000 ,_ . ..-k ,;~<'~!~:;1ii~"'~~<~,~ ~ -'?;;~,~, . .' . ,~","r"',,,:-~'. '.-.:.' i,- ~': ' ~ . COPIES OFT,K"E:,: s,t~'PlAN{~AR~,' llif'J,kIDU"NLESS EMBOSSED ~~~ JHE,'.s.'~NI.N~ ~~QI~E~~'J SEAL C2.1 PLANT MATERIAL 't~1 / I l__ N\ P 17/ c It ~? .IB..EE.S. LI SCHEDULE SYM, SPECIFICA TIONS ~\l. C .- o ~ SP SECTION 16 , TOWNSHIP 29 S, RANGE 15 E CITY OF CLEARWATER PINELLAS COUNTY, FLORIDA SITE DATA EXISTING (E) PR ~.. ~~~2 . /~/ .-.-' OFFICE QV (P) REQUIRED o c\ I ZONING: LDR OffiCE '^~ .'.. .....--,-,.>--~.._"'.,--,-, .-.- .--..- ""<>.,-~" ,~-~ ,-"',_.", RESIDENTIAL ornCE _ ~,r.~~~~.~_ ___~_-BITAt~__.__ -;p \ '\ 'U? '\;) BEDDING PLANTS IW LDR SHRUBS HR OFfiCE RESIDENTIAL o ~ LAND USE: RESIDENTIAL ..---~~-_. .........-. - -..........,.,...... -_.~......,...-'--...........~,........".....,,-""'-- - .,. _.- -^"'-~''- -..-........................ -.-.. ..--. ......~..... ~^-_._~_.,-'.- -~.....~."'....... USAGE: 2 omCES 1 RESIDENTIAL RESIDENTIAL YO ONE OfFICE RESIDENTIAL omCE . .."," ..... ~_. _..,. _.~_. ~'''-'.' ^. '~'......."-,,.. -'-, -, -^ ."~..."......~ ..'....,....... ....,..." ..' -'''~ -... ~..."._._. "'''.."" .-.... " -.......".....-..., ,~'......-..~ .....~ .~.~~'....._.-........ ......."".. 70,830 S.L 1.63 ACRES ~;lr4l'S.t-"'-(TO-'REMAI N) 3,918 S.F. (REMOVED) 2,077 S.F. (REMOVED) .. _r-,," <...........-......_ ... ..~....'v_____._.. """"'"~ .~___ ....._, ~~) ...~37' 110' 32,130 S.L 38,700 S.F. 10,000 S.t. _..~:!~.._~~~~~._... ~;.~~..~.~~~~..- ...._ J~I.N.J"M_'''' 5,844 S.L RESIDENCE 15..4); N/ A / 20,000 S.t. ..___._._(~I_ti:1_....... lOT AREA: ~......<..... .._. ,,..... ft___.~_.",... ...,.. ,__........~...._~.--.._ __ ~~",...... ,'-",~~... _ _._. .,. r;(%~0%;1 lfJJ~~ ~i 01 ','.' I.- i:l _......~. '"'Ii 'i "1..~. 1 ifit,! . ; ::,1' I {" . t.~+_. ~-"',' ,-.-. -- I . rl; o' , I ~.. ' v} : :':n t':.e:~. . '=u'.'::-.ctO ~T ~-~,"-'-r- ,. ~ 1~.1 ~~-~I-'~I'.'f-'.~- -- I \,fl I I fr I i ( ~ 1- '-j-" ""..., -,..... __'"'_'''''''''''_'_h''''' ...." '''''..''''''''",A,,<->-,> ""'''^-'''~'''~'''''__'''' *"'"..........'.....,"'.-.-,..._ ,.,.","" "",A" >.' BUILDING COVERAGE: (S.L & % OF' GROSS SITE) ..___.-.,..___F .___ _. ,-.--'_ ,__ "'~........__......-.... ......,..~...."-~ ..,-,.. _ ~. ~ ,_,,_,_ GROSS FlOOR AREA (s.f'.): F'.A.R.: .....-_-"lI!'r..'-u. J CR ^"~~.---.... .,,"",--- -. -.-~ '~..r._~..._ ,.......' _. . _....."" -,...__'___._""'w CffPcJ, 8~~~:f.. 0.575 --rq; -,,' "." , .. I' 110' 218' 0.50 0.30 100' __ rA [7 - ~~J-? -f'1J. U :-7 MISCELLANEOUS Mulch MIN. lOT WIDTH (FT.) 100' !)r. .... ...,............-,........-..,...... ...-.- "~"'" ....,... ...._-,.,..,,~~.. ......~.......,"~'. ... '"--~''~-'~''' ~~. -"..._".,.,~..,.~.. . _.- ,"'. '.._._,.~_"""'_._..T'__.__,. ...~....'~..,'... .'.__,'. ..""_....h,~"_..,.... ..~....".'~..._""_......,,..,,_.c.....-'"..~. f'RONT : 31.44 EX. 31.44 EX. 25' 25' 25' ....-......... ..~-.......,.."..__._,~, "-""..,,~.....<>.~""_.." .._...._._,'~. ~".~._, -~,-".~...,._.P.."-'-~ __..,~_~_,." _'__'''_.,.__.."...--..._,~.".~.., .__ ."",. .................._,'... ..__......~.....' .,~,'.-"..,'-"......_._".~ '.'_..___........ ___."...'_,....".__~.._...._."...~....."',...._ SETBACKS: SIDE: 20,26 EX. 20.26 EX. 15 20' 15' --~."--...,--.._~~ ,-.. ...~-'".~..- -~.._~ ~..~.'--._.- ,~~~>"'- -.--- ~ -~.._.-.....,' '. "-'" _.__. ...--~_.',..--...- -~.'''_. -~.., ,_._.-^----_..< -'~"-~--- . -.. .~.--....._-- -'-'-""""'-' "--""'"-<-"'~-'- ~"""""""'.-_. REAR: 278' __~.~~_~N~~!>___ 25' 20' 25' ...~ .....--._,.__.~ =>........._v.__. ."'."......_.......,"-"_'~'___......__,,'~.. HEIGHT: .._JE~... ..~~.I~I.~g2.. .. __.. 37,870 S.F. 0.535 30' PARKING STANDARDS 30' 30' 30' ."""'''-'''''.- -"-"....~.,,.'" ~ .."-".~-,,..- --.,."',..., '''-..~,,. "",....... "...". .. \,. ' '''~ ',' '.,<:,,; , " '_.~: ,'. ';4~.' .:i;.'....c;., PAVED VEHICULAR USE AREA: (V.U.A.) I .... 15,008 S.L 0.467 A 8 c o E F G ,......~".'...~.,-.......,--...._v~~~." <>".c.. .' '<".~~~., '-"'-.'. ".~,.,.,..." ....,."...-...~.~- ",,-, "^ - "" .-"'..,....~'.-.....~" ... .".,.-.",,,,...,_ ~ ..,,'..,,_._. '."""'c.." "-." .-~..~..-_',",.._~... ._..~.......,,~ ....,...,. ......,._,.~,'~..,...._~,..~..."-"".. "^'~'"' ~'-""''''''' .~._,=.._.,_...,~,,~~ ...,-~~ .~n.""...........,._~.~ _...",,",~,~" . IMPERVIOUS SURFACE RATIO: (I.S.R.) (MAX.) 50,046 S.F, 20,221 S.F. 0.707 0.629 ~ -- ~>_.,~--..,. '""~ "'..,.,,~,,- .......,.".-., .~- '~'-'_._~ _.....~-...~,.....,.-,"-~,_.....,.... -~,~""~" - 20,784 S.F. 29.3X 0.40 0.60 45 9,0 19,8 13,0 12,7 52.6 46.2 0.75 . "-"'..- ~"",_",.__","""""~_,,,,,,,,,__~-w'> _,~...............~__ _'''_~'''''''.__ _'~~_'_'__ OPEN SPACE: (S.f'. &: % Of' GROSS SITE) 90 9,0 19.0 24.0 9.0 62.0 11,909 S.L 37.06X ;J; . 0.25 .....-,...,--,,-...,"-"''''_._-'''....~. "'-'i,____......___.~_,....".....'__~'"._."........""'...' ."'......_..."'....',,....-Lo __. ...""~..,...._,. ""........_ .~,~< ...,_,,..,,",,, ~,._"',_._.,.,,_.._.._._-,.._.."----,--".. ,~ ,,~.....'--..'"',.,...;.,"'.,,- <."'..'"..............-' ...0.,.._.... ..._.......~...~'........."'"'e' A PARKING ANGLE (DEGREES) 8 STALL WIDTH (FT.) C STALL TO CURB (FT.) o AISLE WIDTH (FT.) E CURB LENGTH (FT.) F MIN, OVERALL DOUBLE ROW WITH AISLE BETWEEN (FT,) I . e~:J~ f~H-;:1 G STALL CENTER (FT,) }oftJ f'v $ $ ).. If 3 z . Z,,;~ ,>;c!o..~~c-v ~/t UJ J.v 0 LI '\\~) QV ~ J 1 1 ~ . ~v"''' ~,.,,^~ C.,w )~~Lr ~tt,... z..$ '11 n;...' PARKING LOT INTERIOR lANDSCAPING: (S,f'. & % Of' V.U.A.) .-......,.--....~ ._._.___.~,~. --0 ~". ~_..__ _.___......." ~_...__.~._. __.. ,." _~ ~. _, ~ PARKING: ."., t:::: -"......._._<o.._".._.~,....."..._...._~.--..L~7....._.. 1 ,470 S.F. 2.08% 1,603 S.F. 4.99" ___I.o.~._,. - ----..:-1l-:-6qAL 55 " SJ 43 2 ~~ <1\ 2 PER UNIT ," .,," _"....,,"..~_,~...,..,o....."',""'~,.~_"".., ~"',",,,, _'" -..."",'_.,,.....-<,.~>...<.,"-,_"" .,...""..,_,,, "'_~"''''''''''''''''-'''''''_ "."...."'~. _.,...."........"'''''''".._''''',....---<...'''.''-....,.,...,'''...~.. 18.460 S.f'. 0 3 SPACES PER ,.00~..;~~. = 56 Sf'ACES I <6. ~ {,.\ "3 :: -; $. ~ 8 r ., ~S:L'~ ~1 ,~.l!t> J( ". -J (0 ;;: Il'l -. I , ::.l .. }l ~ '1' " ~'j PARKING CALCULATIONS: II 'I I I G F , s :YJ( f Cfnftr I~S r~~-~~--~' ! .: I' Jit;; ~~~""L t/S FJUILDING 1-:) 412.23' ___B.;;.;!I!I!!_ _ ._.....~~~;;.,..~~.__~.=-~_ ~~==~iB~-..' -.:. ~:_~-- :---A/e . Ale ..- ~ L .-r----~ .-"-;::::'=---.--:':"-, r.=,;;=E, --h_",==::.-:;c._, .--- S~-'--1_-==-J __ B=:JJCIL r--- ----I -- ")()' "nE C'.."TBAr'~. - ------"..b".."'"=Oo,~--.J.~__ _ ---..:..\. ...lIL._ ..:>t.1 .'..,,' ! L I .' .2 5' ~ E/I,Pi AR [) SE T8 ,ACJ< --:=---...---- ---- --- -_'0___- II I 1,,- I I~ o o 10 OJ I >11 tIIII II' jj (' '" , p . f r l " ')J (L ~ (A TC~ 1 " 8A:,~~ ". .' .:,d,...../'-i:...... I , I ".1 \ I ;: STGR ( t,1A::,ONARY 8UiL_Di~JC; I ....L.t\ 'l,!'" '.... '- ,.; r- I '-) -- -- - -- -- -- -- -- - - - -- -- -- -. . - --, , r- --. -- _.. - I I L ~j I . , '- Ii"',', I I I !. : J I , ) ; I .-._-~ .-:.. I <~ -c. ,'::J f-- Ld i./) . I .I (PROPOSED CROSS ACCESS ,AGREE'MENTFOR .' '. ORI VEYjA Y '&PARrrN G .' . .~' - l.l-) ~ '. < .... j , . (I /. .;c,.. i CY HE,::' r: ~):~ i ' I ,.) ~ ~ L u ,- riTE D 4. -:. /,1 t, - ~_., I L. ~_ I 1 I ~ ' {,-,'j",I' ;:-1 ., - l ~. J F ~ r.~ A L_~ I I 3' MASONARY WALL / 3' WROUGHT IRON / TOP SECTION I I I 2' X 2' COLUMN (PILASTER ~~~. 63__ 00 8' (() " . '<",,- " . j f i: ':' .. T ;: -', I ~ ~ I L) ~ '. S\ 1',J - -, ---- .---..--.-.--- _. .-- - ------ --. - ~ - - - ~ -- - -- --------- .. ...--.-- - -.-...-..-.~......::=:~_:=:-.::===--~:-=:~.::::::::.-=-.::.~:::=:::::::::::::=:===:::.:::.:=~~~-~ . =-~=:::~:::.==:=~.:::::::==:==--Z~j~I:RE-=:::=:::===--::::==--==::::==:==.:::::.:-;,-===::::"-====-======::::==.:==::::..-==.::::=:===:=:..---~ _.____...~ l.: ----- --- -- -.------.. '-- .--",,-----.,. ". -- -------- -.- --- -"-"--T"~ ------___________..~~_:::'........ '-' "', \ \ \ \ aTY BOTANICAL NNAE 7 Lagerstroemia ind;ca "Natchez" 9 Quercus virginiono 2 Sobol palmetto 23 COMMON NAME Natchez Crape Myrtle B/B, 4" cal., multi-trunk 10-12' ht. )( 4-6' sprd. Live Oak B&8, 4. col., 16'-18' ht. )( 7' sprd,,, 5' c,t. sobol palm 8&B, 2' clear truck, 12' -14' ht. Hibiscus rosa-sinensis 3 gallon, 24" ht. )( 20" sprd" 36. o,c, Hibiscus 95 Viburnum odoratissimum 3 gallon, 24. ht. )( 20" sprd., 36" o.c, Impatiens wallerona Catharanthus roseus Dianthus spp. Sweet Viburnum Impotiens 6" cant.. 8-12" ht. 12"-18. O.c. Periwinkle 6" cant., 8-12. hI. 12"-18" o,c. Dianthus 6" cant., 6" hI. 6"-12" oc. Shredded Cypress Mulch \ d-J 0\ <(\3 0\ r-~ CY~ ~ II o.{ L-J ~ ~~O lL cO 0\ Grode 'A', 3" Layer LEGAL DESCRIPTION PARCEL I. LOT 30, BLUFF VIEW, OF PERRY SNELL'S ADDITION TO CLEARWATER, ACCORDING TO MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 3, PAGE 53, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, LESS THE SOUTH 90 FEET THEREOF. ALSO. LESS THAT PART OF THE PORTION OF LOT 30 WHICH LIES EASTERLY OF A STRAIGHT LINE DRAWN FROM THE NORTHEAST CORNER OF LOT M, CORRECTED MAP OF HARBOR OAKS, PLAT BOOK 3, PAGE 65, TO A POINT IN THE SOUTH BOUNDARY OF SAID LOT 30, WHICH IS 10 FEET WEST ALONG SAID BOUNDARY FROM THE SOUTH- EAST CORNER OF SAID LOT 30, PARCEL II, BEGIN AT THE SOUTHWEST CORNER OF LOT M, HARBOR OAKS, RUN WEST 850 FEET MOL TO CHANNEL, THENCE SOUTHERLY ALONG CHANNEL TO A POINT WHICH IS ON AN EXTENSION OF A LINE PARALLEL TO AND 90 FEET SOUTH OF THE NORTH BOUNDARY OF SAID LOT 30, THENCE EASTERLY 850 FEET TO THE HIGH WATER MARK, THENCE NORTHERLY TO THE POINT OF BEGINNING. PARCEL III. BEGINNING AT THE SOUTHEAST CORNER OF SAID LOT M, HARBOR OAKS, RUN EAST ALONG THE EXTENSION OF soum BOUNDARY OF LOT M, 41 FEET MOL TO INTERSECTION Wlm A STRAIGHT LINE DRAWN FROM THE NORTHEAST CORNER OF SAID LOT M TO A POINT IN THE SOUTH BOUNDARY OF SAID LOT 30 WHICH IS 10 FEET WEST ALONG mls BOUNDARY FROM mE SOUTHEAST CORNER OF SAID LOT 30, THENCE SOUTHERLY ALONG THIS STRAIGHT LINE mus DEFINED 22 FEET MOL TO THE NORTH BOUNDARY OF SAID LOT 30, THENCE 'M:ST ALONG mE NORm BOUNDARY TO INTERSECTION Wlm A SOUmWESTERL Y PROJECTION OF EASTERL Y BOUNDARY OF SAID LOT M, THENCE NORTHEASTERLY ALONG THE LATTERLY DEFINED PROJECTION 23,2 FEET MOL TO THE POINT OF BEGINNING, PARCEL IV. BEGIN AT A POINT IN mE SOUTH BOUNDARY OF SAID LOT 30, WHICH IS LOCATED 489,93 FEET 'M:STERL Y ALONG SAID LINE FROM THE SOUTHEAST CORNER OF SAIO LOT 30 For POINT OF BEGINNING, THENCE NORmERL Y AT AN ANGLE 88'45' ALONG l,_.~TER OF SEAWALL 90,02 FEET, THENCE EASTERLY 130 FEET, THENCE SOUTHERLY PARALLEL TO SEAWALL 90 FEET, mENCE WESTERLY 130 FEET TO THE POINT OF BEGINNING, ALL OF THE ABOVE LYING AND BEING IN T'~I=.: SOUTH 1/2 OF THE SOUTHWEST 1/4 OF SECTION 16, TOWNSHIP 29 SOUTI \NGE 15 EAST LESS THE FOLLOWING: THE SOUTH ONE-HALF (S 1/2) OF LOT THIRTY (30) OF BLUFF VIEW, C. PERRY SNELL'S ADDITION TO CLEARWATER, PLAT BOOK 3, PAGE 53, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; LESS AND EXCEPT THAT PART OF THE SOUTH ONE-HALF (S 1/2) OF SAID LOT 30 CONVEYED TO CITY OF CLEARWATER BY DEED DATED APRIL 11. 1949, RECORDED APRIL 20, 1949 IN DEED BOOK 1218, PAGE 407, PINELLAS COUNTY RECORDS. ALSO LESS AND EXCEPT THAT PART OF THE SOUTH ONE-HALF (S 1/2) OF SAID LOT 30 CONVEYED TO D,E. RODGER AND ELMA F. RODGER BY DEED DATED JANUARY 4, 1956, RECORDED JANUARY 30, 1956 IN DEED BOOK 1576, PAGE 197, PINELLAS COUNTY RECORDS. ALSO LESS AND EXCEPT THAT PART OF THE SAID SOUTH ONE-HALF OF LOT 30 DESCRIBED AS FOLLOWS: BEGIN AT A POINT IN THE SOUTH BOUNDARY OF SAID LOT 30 WHICH IS LOCATED 489,93 FEET WESTERLY ALONG SAID LINE FROM THE SOUTHEAST CORNER OF SAID LOT 30 FOR POINT OF BEGINNING. THENCE NORmERL Y AT AN ANGLE OF 88'45' ALONG THE CENTER OF SEAWALL 90,02 FEET; THENCE EASTERLY PARALLEL TO THE SOUTHERLY LINE OF SAID LOT 30. 130.0 FEET; THENCE SOUmERL Y PARALLEL TO SAID SEAWALL 90.0 FEET TO THE SOUTH LINE OF SAID LOT 30; THENCE WESTERLY ALONG THE SOUTHERLY LINE OF SAID LOT 30, 130.0 FEET TO POINT OF BEGINNING, INCLUDING SUBMERGED LAND APPERTINENT THERETO 750 FEET, MORE OF LESS TO DEEP CHANNEL, (O,R, 5930 PG, 2076) FURTHERMORE THERE EXIST AN EASEMENT OVER, ALONG AND ACROSS THE NORTHERLY ONE (1) FOOT OF LOT 30 OF BLUFF VIEW C, PERRY SNELL'S ADDITION TO CLEARWATER, FLORIDA, FOR THE PURPOSE OF KEEPING, MAINTAINING, REPAIRING, REPLACING AND OTHERWISE DEALING WITH A CERTAIN MASONRY DIVIDING WALL SEPARATING THE PROPERTY KNOWN AS LOT "M", OF HARBOR OAKS SUBDIVISION, FROM THE AFORESAID LOT 30. 'M1ICH DIVIDING WALL DOES OR MIGHT ENCROACH APPROXIMA TEL Y ONE-HALF FOOT (1/2') ON LOT 30 AS AN INTEGRAL PART OF THE PRESENT AND SUBSEQUENT OWNERSHIP OF LOT "M". HARBOR OAKS SUBDIVISION, AND SHALL CONTINUE UNTIL SUCH TIME AS EXTINGUISHED BY PROPERTY CONVEYANCE OR TERMINATED BY MUTUAL AGREEMENT OF RESPECTIVE OWNERS, IN THE ABSENCE OF AGREEMENT THE WALL SHALL BE MAINTAINED BY THE OWNERS OF LOT "M", HARBOR OAKS SUBDIVISION, (OR, 8903 PG. 2214) /]///,,/'5f? / // ~rp,~~,/.. /(----::..c_~::.. Li · 8 0' / / ~------r-----':' -' 'j '/~J..;~ II 1\\'1 / I r l---'T---r---r .. ~ I I? EX !1:O\l~FtD i I i -~~-- I I~---~PA(-E~C-I- I' L ~~ ' . _.,- -~.:.-) I I tJ.~.~ '\ I :::] r=.;J:;:. II . 5 EX I 14" . / \ r' t':>10. I -,,,' F-P r NT .', r [,. C' r~ U ~ -, ','"',, ',/,., ',5:2" A,: CI""",C;' _,],.1 '--..1 ~ "T'y ('8:::; oj ~~. 1\ ---------"-~) ,Ui JA~) .:Jt.IUh'_1 /. ,/ ./.' ----l--_...::2....L-........:>--'_ f, ,I ----... .._~. .--.-. ---- --. ---- --.--. -- --..-- .', ~ .-j: Ii 6' MASONARY WALL WITH r 12' GATE .. ., --T /.t. II STUCCO FINISH PAINTED I I r CITYOP ClE_AiN'0E .,' ! c.. 30' - - · 218' -~'-,' ....-- -....- - -- ()--, v- _ ~~ ~~~1:~J_,-_ ~..- _hj-.-.-J~"J_ j;~\S . ~/ IOOO'(Fi)1 - SIGN 489.93' R&M... ,: .. / I ,,,, . .. I. .. 7 -/~ ,_ '1 _" j .::::: :.:.-: ::::.:::.::::::::::=:=..____J2l-....=.~LI~~ ~'~~___ _ __ .__._.._ / / ,.,</. ~V ~-i> ~~ I . I ... ... . .. . I. . . \ J - ----, -.----.------.------..-----=~:::::-:::::::.-::::==:=::::.:: :-=--=::::.:.:::-=:f-.:=:.....::-:::.-====::::_____..._._=-. ====-_-==::::::.:: = -..-:_~===:::::::::::::===---== ::::=:::::::..._..'_~.___~y -~- -.-.......-.--.._. __ JEFf:ORD~, STREET t;I _-.------ --~ 6-0+--r~ ,D .--Vv~---- -. ------- -..------.- -- --------- "'~------ _ __._____ ___ _______ ___ ______.______ ",,'; ........-.---.-- -,- ---..-..-------- -. ----- -- -.----- - ------- .'.... ---.---- () , / -- ------- -- / / SCALE. 1-.20' 20 o 10 20 \ . 40 '.' ~"." I .. J .. .1 Vl z ~t Q 00 .... 0; "! <t ~" ... ~z ~ ~- o -" A .....A. _ '" V\ Z t:~ .. ..- " )(~ I- ~@ .. 0-. :.t ~v .... ~ ~ <( .... '^ ..... "" Mol Z ~Z "" ~.:i t -- .....~ Z ~~ o _. ~ W - > Z w .~ ~ co o 0- '" . 11\ ~ " A" Z ~~ Z O~ z ~O <t ce- .... w et fA, :c 0 v- a -'I..... Zw.. .A I:A rt '""l- .. Uol .." ~... .. :. ~ O~ .... '^ fie - ~~ ~ O~ V I'f\ V . ! y .~~tf[jI.~1\.-;?';j~t,,1- ~""!1it t 1; '-tff'ft;/'/';'S ii, f.p. j} ,~, I' i"" J;..<.f~'~:~~l ~~J<l(~l'~~r::t~:/ ':"9'~'l, ,4k,'tl ]'~!~i\~"i,;J. ~~(.i~ "<:'J...}11 t\~,,. ""~ %'~J" ,Iit;'(:i.,r:~..", "tf'f'JI' ~~~, ~ t t ~~~~\,,~r,!~, +'iU~?' l':;,'tM,;, :1,:.. :~ ~''..t:'\;~'''~ ~~~; t}f t'~1 ~~,"~;lo1~~~~~~,~~it:,jtt t ~,t~~,~~ ~ I' ~"ft~,"l;t,t~~" ~;tt,Jri\~ r NES Comm.: 0040 [ I Drawn By: N.W.M. I I Checked By: J.V.I. I 08/03/00 Descri tion / / ~ DESIGN/DEVELOPMENT [J PERMITTING & BIDDING CJ CONSTRUCTION DOCUMENTS z o - I- <C (.) - ~ CL. 0- <t I Z S 0- W t- - en 'W (.) Z LU C -- U) LU ~ z <C ~ 0.. <t % (..) ex: c - 0::: o -I eLl.. ~ ~.. CW -I- ~~ Co:: <.oct ow ,......J ,....(.) , ...., ,~"'''''''',: ,~' '.. .,"#. "".fit, .,.':Ji./f?' L ...,' THIS DRAWING IS AN INSTRUMENT, Of SERVICE" ANDl ~'"R' ,THE PROPERTY Of THE ENGINEER, AND SIW.L NOT eE RqsROQUCEQ,fU~~..()R. EOilN /IN'( WAY WITHOUT THE CONSENT Of THE ENGIN.",EE..,ilt,,",.~.:\,t,', ."~,',~,.~,,..:',_,~ "~, },:,~;,.,.,~. ,_ " .,.,.,.~ooo" ,~,' NOT PUBUSHE,O <{~ "#'J'1~~-- _ ~J;;;:_' :, ~~, ':;>. (OC1-~:~&:lOOO ,14' ,''", /"".~:.", .~, / .-.,..... ~\ 10" .~,.:---;:,,,.--.~~"';;:.,:,~,t:.:'t . .;' ?- ,J' '. f ,'. ~\ ~# ~~~..~ COPIES OF tHE;E:~ ,p~s' 'AA0~~} W,fj)6':tYNLESS EMBOSSED WIT,H.:J'HE: j~~J~et.~~~~~R'S . SEAL JiGQ,.;.,~,':.:-~~.~'~. C3.1 PLANT MATERIAL SCHEDULE SYM, QTY BOTANICAL NA~"E COMMON NAME SPECIFICA nONS SECTION 16 , TOWNSHIP 29 S, RANGE 15 E CITY OF CLEARWATER PINELLAS COUNTY, FLORIDA SITE DATA lREES. LI 16 \,.ogerstroemio indico "Notchez. PROPOSED (P) .._--~- @ o (':) Me 3 MagnoIio 9rondifloro ~."""III,I""__, ..4>-.,... EXISTING (E) REQUIRED QV 22 Quercus vlrginior\(' ZONING: 0 6: I OF'F'lCE LOR OF'FlCE LOR '.._,-_...."'~..' .,.,,,~...~,,...'....-......,-. .>.....,......-."........-...'.....,.......~,,- ,........... ..,.,............- ,...--.,., '.,.. ,-""......... ......,.....--, ........... .."'.,.....~._.,.""-.,, '............~. ....,,...,... .......,..,-,,~.......,.,>............,...,....., ......,. .......,..........,.....,....,., ................,,-.,.., -'-"-"-- ,....-.,. .................--"....... .....,...............,..-....,"'.....-........,...,......... OF'F'ICE RESIDENTIAL ~~ ~ ..._..~._"'_._.______.__,_____..______._.. _-___~~~TIT~ION~~_.._.. _._._~~I~~__ .._~.~~DE~~~ ____~..u..~1!:.~ _~~~~~~,.. 2 OrnCES USAGE: 1 RESIDENTiAl ._...-."...._.._....__..._-_..._..__....._----_..__..~ -..~._._._'.--_._-----._-'. --- \f\ ~ (. f( ~ r ~" \. .' .~ ElEDOING PLAt-/TS rw Impatiens wollerono RESIDENTIAL OF'F'lCE RESIDENTiAl $HRUBS ONE OrnCE 40,506 S.F'. 10,000 s.r. 20,000 S.F'. 0.93 ACRES (MIN.) (MIN.) _.""--~_.__.- ...-.-...-....--.- --.-.- RESIDENCE N/A ~ 70,897 SJ. 30,391 S.F'. LOT AREA: 1,63 ACRES 0.10 ACRES ..--.---.-.-.------ 5',844- S.F.\TO -REMAIN) .-""---~-- f~~~.';~~~~~;~~~~:~~.~...._.... .J;~!t~t,J~~~~~~L ._,.5,~~!;.~~_.. M~.___.._....._~_.._ ..~_o,~~,~_.___ .~_._::.~__...._" GROSS rLOOR AREA (S.F.): 21,074 S.F'. 15,073 S.F'. r.A.R.: 0.298 0.446 M/A 0.50 0.30 .~..__.__~..____.._...~___o_~_..__._~__ ".._____,_._~,~_.. .._~'"____.'._... ___.._o.~__.._.~_ .-,.._____..__~ -'"-.~--.-. 91' EXIST, 91' EXIST. t.1IN, LOT WIDTH (FT.) 110' --- 100' 100' ".__ ....._,'".__._......,__ ......-,-.-.......___..0_- ,~....~...~.__.._..___._.....o...,__ .._.".._~_.._..._~ ..~..._~._._......___... ....--..--......-..-..--.. -.------..---.... FRONT: 31.44 EX. 31.44 EX. 25' 15'-35' 25' ._~~.._.~-,~-~ --..-----...----,.--..-- .........~,..-.-.__. ..---.,,-.---.. ....--........--....- .-..'-'''-'''-' SIDE: 20.26 EX. 20.26 EX. 15 10' -20' 15' ---'---'-'''--'- .._-,_...._--_.._,-_._~..,.. -'-'-'-"-'~"'- _.~..._"_._...--..- .--...--,-.-..--- ~..~-_..-_.. REAR: 278' (NEW) 25' 10'-20' 25' --"-"-~'-"''''''--'--' _._~.__._.._~._'""'"..-- .__._..__._,_...._~_...._._~._.. '.., --. .-"....,---..... .._~............_._-_..- ..~.."..............'"..__...... ....-....,.---..,....-,... - Natchez Crope t.4yrtle B/B. 2" col., mufti-trunk 8-12' ht. )( 4-6' sprd. Live 001< Me. 4. col., 12'-14' ht. x 7' spnl,.. 5' c.l Southern t.l09nolio ~B, 2. cal" 8'-12' ht. x 4'-6' sprd, vs 85 Viburnum odorotilsimum Sweet Viburnum 3 gallon, 24. ht. )( 20. sprd" 36. o,c, c/r , ~ ~ ~ L~ ; ! 1 ~~ RI 375 Rophiolepis Indio ()()()()(X)OO G' , . , . , .. .. " '~:~,',\, 0 \ib .. f.:~.A1 ..~ (0 ~ L<);?~~~~;.~I f;~';~;~;;:;:/:d CR Cothoronthus roseus l>~'(<:~<<<~ 01 Dianthus spp. SETBACKS: ~ISCELLANEOUS Mulch Shredded Cypres:l ~ulch Grode 'A', 3. Loyer Indion Howthorne 3 gallon, 2... ht. )( 2.." sprd" 36. O.c, Impatiens 6" cant., 8-12. ht. 12"-18. O.c. Periwinkle 6. cont., 8-12" ht. 12"-18. O.t, Dianthus 6. cont.. 6" ht. 6.-12. O,t, HEIGHT: (EX. BUilDING) 30' 30' 30' 30' --..------.----.---,..--.-...-...- .-..-..---.-.------...,.....-..'- ----_._--_.. ._-~....__._-_... ----.--.........-.....- "---"-"---"-" PAVED VEHICULAR USE AREA: 37,870 S.F'. 14,479 S.F'. (V.U.A.) 0.535 0,332 --- --- --- .-....-....,-.-.-.. .-. '" , . .-....-.-..", ......~---"-_.._,-,_..'-,._.... ..--......-.....-.---., .-......,......---..'...-....- ......,.........-.-.............." ..._...._._._-_._~. It.tPERVlOUS SURF'ACE RATIO: 50,046 S.F'. 20,323 S.F'. (I.S.R.) (t.tAX.) 0.707 0.668 --- 0.75 0.60 ,...----".........---.,.......-..--........---............----..... ...--..-.....--..--....-----......... .--...------............ ....... ..----...........--- --.........-..... ......-- ,....----.......--..-... OPEN SPACE: 20,784 SJ. 10,068 S,F'. (SJ. &: " or GROSS SITE) 29.3" 33.1" --- 0.25 0.40 ._--_.._._--~--------, -_._.'----_.~..- ---..--.. --..-......-..--. ~.._.,----_.- --..-...-.-- PARKING LOT INTERIOR LANDSCAPING: 1,410 SJ. 2,557 S.F'. (S.F. &: " OF' V.U.A.) 2.08" 17.7" ,_.....i LOOEND INDEX OF SHEETS C3.1 SITE PLAN-APPLICATION I - NEW CONCRETE 10" --- '---"'---'-- ------_._~- C3.2 NEW PROPERTY LINES AND ZONING PARKING: C3.3 EXISTING CONDITIONS 75 45 2 45 2 PER UNIT ..'_._..__.~...._-,-~..__.__...._---_. --,._.__...-~_.__...__..- .....-,,..---..,--.--. -'''--'~''--'---'''- --..........--.---- -..-----..-- - NEW ASPHALT 32 SPACES ON SITE 13 SPACES ON HOSPITAL SITE PER AGREEt.tENT 45 SPACES PROVIDED PARKING CALCULATIONS: rOR 15,073 s.r. 0 3 SPACES PER 1,000 s.r. = 45 SPACES ~/..///'/'////'/..~ - EXISTING ASPHALT / " / / / L 1.1 LANDSCAPE SITE PLAN 8.0 6' MASONRY WA~) orncr 2 TO 3/1000 G.F.A. (NEW t8.6 ASPHALT 19.0 C"\J <::) <::) C'I..I ~ fCI' SECTION A-A IVS\ IOV\ ~ tOV\ !::"__<~ ... ." .,,..~_.. NT:_k., ~.~""~,....~~...~~0-~TE~~L/f 8~ill[t,(, t.o,. ~ 1 "'.~=,tI~Ji~~4J~1. i~F_~_',,, ". .c.PtJ~!_E_~ ~ ~._... ~ ~ I \ \ INY. 0.4Ck.....li~ ~PALM ~ 224' 8'6g80. ";:PALM""""'''" .~1""'~""":;1Z.'::-=_", -' . 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SlOCWAU< r /./ / / /-:> -/>7 ,: -;1-':'-:;",1- -} -7 --r::;'. 7' ..i -f (--;;-:t.? ~~ / -{,./ ..' 1. .~. ,.: .(f ~ / < L . ~:J ~W~/ \~J .~~~=R}I~~~:~~.-__~.~..,~~..:~_o_I.,_.___.~._,._._._~.~~.~,_Q._1".~....~ ~/~~~~~~~~;8~~~~~~::~~;~,' ;/~ J -.......::::... -..- -- - .. _ ___. __ ~ _ '"' .L-..~.-L_J.:.-~_...(...........c.._..L:..__L__.L::_.(:...._..:!.____.L......L_-L.....,..L_.~,' L/ ./ ./....l/ .L // /' ,/ // L/ ,// // /., .... /' ,./ ./ /' / /' ,.,r ... J ,.,/ \1..!.91 ----- ---NEW DUMPSTER TO MEET CiTY ST...NOARDS-------~--_.- -.-=---:::::'=..:.:.--==":::=.~::..:~.=:-===:::./.::::':::"'-=:._"'.:=:=:=:=::'_=F';:.~/ ,] [FF- () G: D S S TF\ [[ T 10'x12'1<6" THICI< CONe, WITH 6 HIGH WALLS, 3 SIDES & GATE i__ _', \ '."1,., ,'; ....6.0 ~>.. \ \ \ \ (:..i' ~ "- '\ 1 ';\ .......-~.~ l .. ~<r-. \ ~~: "'-", \ . 0"--:\ '.:"\ .-< ...... c'ri <::) lei .-< 01 ...... .0 OJ LL OJ :::J f- 0'> 3: '0 4-1 OJ OJ .c en ell c: o I OJ 4-1 '.... tll - <::) "<:t <::) <::) ./ <::) <::) <::) C'I..I ./ tll 4-1 U ell ,,...., o C- o... ./ tll 0'> c: '.... 3: ro C- o ./ U ..... ~ D :::J CL ./ ...... 4-1 c: tll ell Z - - Wc W (; nn'(~;. I <,.' . '",.' ,~' ',' \ I I } [.... ,--. E' ,("i'l ____ ..=~ r--' C ~l:::.ti.....:').f, '?: ". .- - ...."..,..............'-- (, "L, -., -~.~-----~'1.;:..'7 -'..........~.~.. --1-- --~ _. -.... .... .~.--. ( \ ''-'';') r \ \ r:r -- -- _._- .-.-..----.--- "- ) '..j \ ._ \~_). t' It ~ ----- -- -._-----...~- \ \ \\ \ ' \. "" " '-, '<''''- '"'......,:::::-............ - - ---- ~......_--~----- ----.-...-.----------- /;"'-:~. -~ - --. - - ~- ~-~-""_.. -~. ._~---~. ~- -~_.-.~_.:=.~~~.-:.~ :<<:~=::= -=--~~ /,,-- /......" ~-,/~~/ ~ ~ -. ...-_._-~- -" ..,.......- -..~-_..~-~_.-- ..----- -- ---"...,......_.~~--..- --....~- -.- _ _ _ _....__ .... . _ ..__.......... _ ...--...---.-..... __.___ _ __ .~__~ ...___-- ----..----'__._.____...____,,__'_._A_~___________.._ -- --~ ~._- ----- ....---.... -----.-...- .--_.._~~,.----..- -- - ,.. -_. - - -- ,_.._--~- --- -..-.--~}L=.~-~~_.=.~=..-==-~-==-..=--=-~-=-~==-~~~~ .'__ 'vVL.~1E-:--~~~..:=-..=:~:=-~= ~-~~==~~~==--=--._;:::=-_::===--=:~===-=..:~ -:-~~:::..:~-::=:--~,.--=-:=:=-=====~~:-=--= :==~- ~:--: .===:-=--===-=-=-=~.:..:=~~-==~:~.:..>,._. - .-----.--,: ' .. - ". '.... ", i".,~:!"j~~:t.',~li.l~5i;fij:;:.I;U,j:;i,<!j1]: ,ioStu,~"~ "v";" ,)~-:c,,>J LEGAL DESCRIPTION PARCEL I. LOT 30, BLUFF VIEW, or PERRY SNELL'S ADDITION TO CLEARWA TER, ACCORDING TO MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 3. PAGE 53, PUBLIC RECORDS OF PINELLAS COUNTY, fLORIDA, LESS THE SOUTH 90 FEET THEREOF, ALSO, LESS THAT PART OF THE PORTION OF LOT 30 WHICH LIES EASTERLY OF A STRAIGHT LINE DRAWN FROM THE NORTHEAST CORNER OF lOT M, CORRECTED MAP OF HARBOR OAKS, PLAT BOOK 3, PAGE 65, TO A POINT IN THE SOUTH BOUNDARY OF SAID LOT 30, WHICH IS 10 FEET WEST ALONG SAID BOUNDARY FROM THE SOUTH- EAST CORNER OF SAID LOT 30. PARCEL II. BEGIN AT THE SOUTHWEST CORNER OF' lOT M, HARBOR OAKS, RUN WEST 850 FEET MOL TO CHANNEL, THENCE SOU TH ERL Y ALONG CHANNEL TO A POINT WHICH IS ON AN EXTENSION OF A LINE PARALLEL TO AND 90 FEET SOUTH OF THE NORTH BOUNDARY OF SAID LOT 30, THENCE EASTERLY 850 FEET TO THE HIGH WATER MARK, THENCE NORTHERLY TO THE POINT OF BEGINNING. PARCEL III. BEGINNING AT THE SOUTHEAST CORNER Of SAID lOT M, HARBOR OAKS, RUN EAST ALONG THE EXTENSION OF SOUTH BOUNDARY OF lOT M, 41 FEET MOL TO INTERSECTION WITH A STRAIGHT LINE DRAWN FROM THE NORTHEAST CORNER Of SAID LOT M TO A POINT IN THE SOUTH BOUNDARY OF SAID lOT 30 WHICH IS 10 FEET WEST ALONG THIS BOUNDARY FROM THE SOUTHEAST CORNER OF SAID LOT 30, THENCE SOUTHERLY ALONG THIS STRAIGHT LINE THUS DEFINED 22 FEET MOL TO THE NORTH BOUNDARY OF SAID lOT 30, THENCE WEST ALONG THE NORTH BOUNDARY TO INTERSECTION WITH A SOUTHWESTERLY PROJECTION Of \ . EASTERLY BOUNDARY OF SAID lOT M. THENCE NORTHEASTERLY ALONG THE \ lATTERLY DEFINED PROJECTION 23.2 fEET MOL TO THE POINT OF BEGINNING, \ I I II I \ \ : I PARCEL IV. BEGIN AT A POINT IN THE SOUTH BOUNDARY OF SAID lOT 3D, WHICH IS lOCATED 489,93 fEET WESTERLY ALONG SAID LINE FROM THE SOUTHEAST CORNER OF SAID LOT 30 FOR A POINT Of BEGINNING, THENCE NORTHERLY AT AN ANGLE 88.45' ALONG CENTER Of SEAWALL 90,02 fEET, THENCE EASTERLY 130 FEET, THENCE SOUTHERLY PARALLEL TO SEAWALL 90 FEET, THENCE WESTERLY 130 FEET TO THE POINT OF BEGINNING. ALL OF THE ABOVE LYING AND BEING IN THE SOUTH 1/2 OF THE SOUTHWEST 1/4 OF SECTION 16, TOWNSHIP 29 SOUTH, RANGE 15 EAST \ \ \ \ LESS THE FOlLOWING: \ \ THE SOUTH ONE-HALF (S 1/2) Of lOT THIRTY (30) or BLUFF VIEW, C, PERRY \ \ SNELL'S ADDITION TO CLEARWATER, PLAT BOOK 3, PAGE 53, PUBLIC RECORDS \ OF PINELLAS COUNTY, FLORIDA; I LESS AND EXCEPT THAT PART Of THE SOUTH ONE-HALF (S 1/2) OF SAID LOT 30 CONVEYED TO CITY OF CLEARWATER BY DEED DATED APRIL 11, 1949, RECORDED I \ APRIL 20, 1949 IN DEED BOOK 1218, PAGE 407, PINELLAS COUNTY RECORDS. I ALSO LESS AND EXCEPT THAT PART OF THE SOUTH ONE-HALF (S 1/2) OF SAID \ I LOT 30 CONVEYED TO D.E. RODGER AND ELMA F. RODGER BY DEED DATED II JANUARY 4, 1956, RECORDED JANUARY 3D, 1956 IN DEED BOOK 1576, PAGE I 197, PiNELLAS COUNTY RECORDS. 1\ ALSO LESS AND EXCEPT THAT PART OF' THE SAID SOUTH ONE-HALF OF' lOT 30 \ DESCRIBED AS FOLLOWS: BEGIN AT A POINT IN THE SOUTH BOUNDARY OF SAID \ IllOT 30 WHICH IS LOCATED 489,93 FEET WESTERLY ALONG SAID LINE fROM THE ,SOUTHEAST CORNER OF SAID LOT 30 FOR POINT OF BEGINNING, THENCE \ \NORTHERL Y AT AN ANGLE OF 88'45' ALONG THE CENTER OF SEAWALL 90,02 FEET; ! ITHENCE EASTERLY PARALLEL TO THE SOUTHERLY LINE OF SAID lOT 30, 130,0 \ IITET; THENCE SOUTHERLY PARALLEL TO SAID SEAWALL 90.0 FEET TO THE I iSOUTH LINE OF SAID LOT 30; THENCE WESTERLY ALONG THE SOUTHERLY LINE \ 10[' F SAID LOT 3D, 130.0 FEET TO POINT OF BEGINNING. INCLUDING SUBMERGED " AND APPERTlNENT THERETO 750 FEET. MORE OF LESS TO DEEP CHANNEL. , ~O.R. 5930 PG. 2076) \ PuRTHERMORE THERE EXIST AN EASEMENT OVER, ALONG AND ACROSS THE NORTHERLY 'lONE (1) fOOT OF LOT 30 OF BLUFf VIEW C, PERRY SNELL'S ADDITION TO CLEARWATER, ,rtORIDA. fOR THE PURPOSE Of KEEPING, MAINTAINING, REPAIRING, REPLACING AND P\THERWlSE DEALING WITH A CERTAIN MASONRY DIVIDING WALL SEPARATING THE PROPERTY KNO\AM AS LOT "M", Of HARBOR OAKS SUBDIVISION, FROM THE AfORESAID ~dT 30, WHICH DIVIDING WALL DOES OR MIGHT ENCROACH APPROXIMA TEL Y ONE-HALF I}~,T (1/2') ON LOT 30 AS AN INTEGRAL PART OF THE PRESENT AND SUBSEQUENT OYlNERSHIP OF LOT "M", HARBOR OAKS SUBDIVISION, AND SHALL CONTINUE UNTIL sUCH TIME AS EXTINGUISHED BY PROPERTY CONVEYANCE OR TERM1NATED BY MuruAL AGREEMENT OF RESPECTIVE OWNERS. IN THE ABSENCE OF AGREEMENT THE WALL SHALL BE MAINTAINED BY THE OWNERS OF LOT "MH, HARBOR OAKS SUBDIVISION, (OR. 8903 PG, 2214) BLI r:=,1 (;,( '...2.'-07< 1..4 ~ rl1....... r:-= ~o , .-~ i \ : ~ l f,~ "" . l.lo' ~'lJ ' k _....__'"".__T""O- ~ il I' , ~.'l~U.\',,[ I" ~- n . ., ~, 0 2002 -.-' ! I I;~ SCALE. 1'-20' 20 o 10 20 ,,_, L ........,.,__. ~i'r;~ .~ i:''i1\ \~.': ~ .~ t... ~ \i} ~~ ~, ~ ;; \J<) ?i CD z ~~ Q 00 t,; ,~ <'f ~ '" t'" ~.% ft, .....; " - ft,. (\. t: V. ,,-I ....0 Z ex 4: ;c:t C'C <. \-r. ~e Yo 'I, o-:C ~~ ~:'Il co t- -4 ,..\'- ..' AW z. ~Z ~,t ~.:.; .,r __ .<7'. r-- ~ Z 1'4~ " b. tlC III co o 0- M I U\ ~ " 0 ~ 7.. ~'I\ i ~~ z '" j mit c. :r.: 0 v- ~ ~: .,.~ ... W ,oJ ;::... ~ g; V'lrt ..J ~~ :: 0 ~ \.J 1'1\ \I " , /', I' .', ..- '~1;,1~:~i,r' .' I , . Pi ~ i / ,,1: ~ I) l?i~.t)~~ I I ~ "tf~\}I'~,,,i; I , I jl " . i' \.:: ~~~i". , ',. I ) . " \\,,7 ~.ii " -..... NES Comm.: 0040 I Drawn By: N.W.M. I Checked By: J.V.I. Issue Date: Revisions: No, Date 09121100 10/19/00 01/22101 04/11101 08/03/00 J Descri tion SUBMISSION REVISED ~ DESIGNIDMlOPMENT ~] PERMITTING & BIDDH,!G .~ CONSTRUClfON DOCUMPI ; 40 z o - ~ (.) - ..I D. D- c( I Z :3 D. W ... - U) LLI (.) Z LLI C - (/) w 0:: Z 4 :E "- <C :r: (.) <t Q - ~ o ...J QLI.. ~ Q - ~ C CD o ... ... .. 0: LU ~ ~ :3 ...J (.) THIS DAAWINC IS IIN mTRUNENT OF~SH.'il REtoWN M PROPERlY OF THE ENGINEER. AND SHAU. NOT BE REPRODUCED, !llJSHED Ofl USED, IN ,mY WAY WITHOOT, THE - THE ENGI~. ( / (QCOPYRlGHT 2002 NOT POOUSHED yZ ~ -... . FES 19 2002 COPIES or THESE PlANS ARE NOT VAUO UNlESS EMBOSSED W11H THE SIGNING ENGINEER'S SE'AL C3.1 ~. C: o C\..I C\..I C' eo Ln .;...; ..... M ...... > o z: QJ ::l I- 01 J: "0 -+..J QJ QJ .c (.{l I o E QJ a - o oq' o o - o o o C\..I - (f) -+..J U QJ ) C- D.. .....- CJ. c.:n c.: ...... J: n::l C- o - ~ 1.00' EASEMENT FOR WALL MAINTENANCE PER O.R. 8903 PG. 2214 ~ /PLAT L1.MI,T 9~ . , ;;.,';....... _ A __ .' ~' · ,--_.., , . - - - - --- -- .J!- _ _-.a.. .z:;_~_~~_ -,'.t;~....;~~~.:;:,- "'_ SEC> 1 6 TWP. 29~ RGE. 1 5E CERTIFlCA TlON PARCEL I. LOT 30, BLUFF VlEW, OF PERRY SNE'L'S ADDITION TO CLEARWATER, ACCORDING TO MAP OR PLAT THEr'EOF AS RECORDED IN PLAT BOOK 3, PAGE 53, PUBLIC RECORDS OF PI ~ELLAS COUNTY, FLORIDA, LESS THE SOUTH 90 FEET THEREOF, ALSO, LESS THAT PART OF THE PORTlON OF LOT 30 WHICH LIES EASTERLY OF A STRAIGH r LINE DRAWN FROM THE NORTHEAST CORNER OF LOT M, CORRECTED MAP OF HARBOR OAKS, PLA T BOOK 3, PAGE 65, TO A POINT IN THE SOUTH BOUNDARY OF SAID LOT 30, WHICH IS 10 FEET WEST ALONG SAID B('UNDARY FROM THE SOUTH- EAST CORNER OF SAID LOT 30. LESS THE FOLLOWING: THE SOUlri ONE-HALF (S 1/2) OF LOT lrilRTY (30) OF BLUFF VlEW, C. PERRY SNELL'S ADDITION TO CLEARWATER, PLAT BOOK 3, PAGE 53, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; LESS AND EXCEPT THAT PART OF THE SOUTH ONE-HALF (S 1/2) OF SAID LOT 30 CONVEYED TO CITY OF CLEARWATER BY DEED DATED APRIL 11, 1949, RECORDED APRIL 20, 1949 IN DEED BOOK 1218, PAGE 407, PINELLAS COUNTY RECORDS. ALSO LESS AND EXCEPT lriAT PART OF lriE SOUlri ONE-HALF (S 1/2) OF SAID LOT 30 CONVEYED TO D.E. RODGER AND ELMA F. RODGER BY DEED DATED JANUARY 4, 1956, RECORDED JANUARY 30, 1956 IN DEED BOOK 1576, PAGE 197, PINELLAS COUNTY RECORDS. ALSO LESS AND EXCEPT lriAT PART OF THE SAID SOUlri ONE-HALF OF LOT 30 DESCRIBED AS FOLLOWS: BEGIN AT A POINT IN THE SOUlri BOUNDARY OF SAID LOT 30 WHICH IS LOCATED 489.93 FEET WESTERLY ALONG SAID LINE FROM THE SOUTHEAST CORNER OF SAID LOT 30 FOR POINT OF BEGINNING, THENCE NORTHERLY AT AN ANGLE OF 88>45' ALONG THE CENTER OF SEAWALL 90.02 FEET; THENCE EASTERLY PARALLEL TO THE SOUTHERLY LINE OF SAID LOT 30, 130.0 FEET; THENCE SOUlriERL Y PARALLEL TO SAID SEAWALL 90.0 FEET TO THE SOUTH LINE OF SAID LOT 30; lriENCE WESTERLY ALONG lriE SOUlriERL Y LINE OF SAID LOT 30, 130.0 FEET TO POINT OF BEGINNING, INCLUDING SUBMERGED LAND APPERTINENT lriERETO 750 FEET, MORE OF LESS TO DEEP CHANNEL. (O.R. 5930 PG. 2076) = SIGN = POWER POLE LEGEND: FND. = FOUND SN&D = SET NAIL & DISK FIR = FOUND IRON ROD FIR&C = FOUND IRON ROD & CAP SIR&C = SET IRON ROD AND CAP FCM = FOUND CONCRETE MONUMENT SEC = SECTlON TWP = TOWNSHIP RGE = RANGE M = MEASURED P = PLATTED CIS = CONCRETE SLAB CLF = CHAIN LINK FENCE ~ = GUY WIRE lJ = UTlllTY BOX This survey is mode for the benefit of STEVEN B. CHAPMAN, DuPONT PUBLISHING, INC" BANK OF AMERICA, N.A" ITS SUCCESSORS AND/OR ASSIGNS, MACFARLANE, FERGUSON, McMULLEN, P,A. AND FIRST AMERICAN TlIlE INS. CO, I certify. a. That this survey (I) Was mode on the ground. (II) As per the recorded description recorded In PLA T BOOK 3 , PAGE 53 of the Official Records of Pfnellas County, florida and is correct. (III) Shows the location of 011 Improvements and other matters on the subject property. (IV) Shows the location of all recorded easements or other matters of record affecting the subject property per legal description contained in those instruments of record referenced on the survey. (V) Shows established building and setback lines. (Yl) Shows the lines of all streets abutting the lands, the width thereof and whether the streets are paved, b. That any encroachments either way across the boundaries of the subject property are shown on the survey. c. That ingress and egress to the subject property is provided by DRUID ROAD AND JEFFORDS STREET as shown on the survey and that curb cut permits for the access ore readily obtainable from CITY OF CLEARWATER d. That the location of all Improvements. if any, on the subject property Is in o<:cordance with 011 zoning lows regulating the use of the subject property, applicable laws containing minimum set back provisions and covenants and restrictions of record. e. That the subject property does not serve the adjoining property for drainage, ingress or egress, as shown thereon. f. That there are no matters on adjoining land that would prevent adequate drainage of surface waters from the subject property, g. Complies with the "Minimum Standard Detail Requirements for Land Title Surveys" as adopted by the American Land Title Association and American Congress on Surveying and Mapping adopted in 1988 and meets the minimum technical standards set forth by the florida Boord of Land Surveyors pursuant to Section 472.027. Florida Statutes and Chapter 61G17-6, Florida Administrative Code. PARCEL II, BEGIN AT THE SOUlriWEST CORNER :)F LOT M, HARBOR OAKS, RUN WEST 850 FEET MOL TO CHANNEL, THENCE SOUlriERL Y ALONG CHANNEL TO A POINT WHICH IS ON AN EXTENSION OF A liNE PARALLEL TO AND 90 FEET SOUlri OF lriE NORTH BOUNDARY OF SAID LOT 30, lriENCE EASTERLY 850 FEET TO THE HIGH WATER MARK, THENCE NOHTHERL Y TO THE POINT OF BEGINNING, PARCEL III. BEGINNING AT THE SOUTHEAST COR~ER OF SAID LOT M, HARBOR OAKS, RUN EAST ALONG THE EXTENSIOI~ OF SOUTH BOUNDARY OF LOT M, 41 FEET MOL TO INTERSECTlON WlTH A STRAIGHT LINE DRAWN FROM THE NORTHEAST CORNER OF SAID LOT M ro A POINT IN THE SOUTH BOUNDARY OF SAID LOT 30 WHICH IS 10 FEET WEST ALONG THIS BOUNDARY FROM THE SOUTHEAST CORNER OF S~ID LOT 30, THENCE SOUTHERLY ALONG THIS STRAIGHT LINE lriUS DEFINED 22 FEET MOL TO lriE NORlri BOUNDARY OF SAID LOT 30, THENCe: WEST ALONG THE NORTH BOUNDARY TO INTERSECTION WlTH A SOUTHWES1ERL Y PROJECTlON OF EASTERLY BOUNDARY OF SAID LOT M, lriENCE hORTHEASTERL Y ALONG lriE LATTERLY DEFINED PROJECTlON 23.2 FEET MOL TO THE POINT OF BEGINNING. <Q, FURTHERMORE THERE EXIST AN EASEMENT OVER, ALONG AND ACROSS THE NORlriERLY ONE (1) FOOT OF LOT 30 OF BLUFF VlEW C. PERRY SNELL'S ADDITlON TO CLEARWA Tm, FLORIDA, FOR THE PURPOSE OF KEEPING, MAINTAINING, REPAIRING, REPLACING AND OlriERWlSE DEALING Wllri A CERTAIN MASONRY DIVlDING WALL SEPARATING THE PROPERTY KNOWN AS LOT "M", OF HARBOR OAKS SUBDIVlSION, FROM THE AFORESAID LOT 30, WHICH DIVlDING WALL DOES OR MIGHT ENCROACH APPROXIMATELY ONE-HALF FOOT (1/2') ON LOT 30 AS AN INTEGRAL PART OF THE PRESENT AND SUBSEQUENT OWNERSHIP OF LOT "M", HARBOR OAKS SUBDIVlSION, AND SHALL CONllNUE UNTIL SUCH llME AS EXTlNGUISHED BY PROPERTY CONVEYANCE OR TERMINATED BY MUTUAL AGREEMENT OF RESPECTlVE OWNERS. IN lriE ABSENCE OF AGREEMENT THE WALL SHALL BE MAINTAINED BY THE OWNERS OF LOT "M", HARBOR OAKS SUBDIVlSION. (OR. 8903 PG. 2214) PARCEL IV. BEGIN AT A POINT IN THE SOUTH nOUNDARY OF SAID LOT 30, WHICH IS LOCATED 489.93 FEET WESTERLY ALOt\.G SAID LINE FROM THE SOUTHEAST CORNER OF SAID LOT 30 FOR A PO:NT OF BEGINNING, THENCE NORTHERL Y AT AN ANGLE 88'45' ALONG CENTEF' OF SEAWALL 90.02 FEET, THENCE EASTERLY 130 FEET, THENCE SOUTHERLY PARALLEL TO SEAWALL 90 FEET, lriENCE WESTERLY 130 FEET TO THE ~\OINT OF BEGINNING. ALL OF lriE ABOVE LYING AND BEING IN THE SCiUTH 1/2 OF THE SOUTHWEST 1/4 OF SECllON 16, TOWNSHIP 29 SOUTH, RANCE 15 EAST Dated thi3 23rd day of April, 1996, UPDATED: 6/15/00 NOTES: BENCHMARK UllLlZED IN THE D.::TERMINA TlON OF MHW IS PINELLAS COUNTY ENGINEERING DEPARTMENT STATlON "HARRIS 0" BRASS DISK IN COIICRETE ELEV. 24.37 NGVD 1929 (ADJUSTED VALUE). MEAN HIGH WATER ELEVATlON 1,36 FEET, NGVD 1929 BASED ON EXTENSION OF TlDAL DATUM FROM TIDE STATlON 872. THIS MHW SURVEY DOES/DOES NOT MEE[ REQUIREMENTS OF THE FLORIDA COASTAL MAPPING ACT OF 1974, DATE OF REVlEW PENDING Ronald L. Hughes State of FlOrida Surveyor Registration No, PLS 3747 CORRECTED MAP OF HARBOR OAKS (PB. 3 PG. 65) 'v0\ V'\ 850.00'(R) ^' r-----____--1 \ ' ,------- I y I I I I I I I I I I I I I I I I I I >- I <t I ~ I es I 850.00'(R) ^' f- -2S i - - - - - - - --1 \y,-1- - - - g- I -.-J' I <t ~ n I f- I if) I d I U I ~ I ~ I z I I MEAN ~IGH WATER ELEVATION 1.36 FEET NGVD 1929, AS LOCATED 4/23/96 ALONG/FACE OF SEAWALL I I I I I I ~85Q:..00'(BL _ -.I^' FND "X" CUT \ ,-------- Y SOUTHWEST CORNER /OF LOT M III 412,23' C/B BUILDING FN&D ..'1; \,v 9~81 ~ g.S SANITARY ~ LIFT STATlON _____A/C 12' ~ INV. 0.40' , '\ " ~v G 0.7' SEAWALL ~ 1.3' SEAWALL 8'<' N '<t ~ N DEMOLITION NOTES c D ~I G ! F DEMOLITION OF THE SITE INCLUDES THE REMOVAL/RELOCATION OF ALL EXISTING STRUCTURES WITHIN PROJECT AREA, PAVING AND BASE, UTlll1Y LINES (SANITARY SEWER, STORM PIPES, WATER LINES, POWER POLES, OVERHEAD AND UNDERGROUND POWER AND TELEPHONE CABLES, GAS LINES, TREES, SHRUBS, ETC,) AND IS NOT LIMITED TO WHAT'S SHOWN, lDO LEGEND REMOVE: H I I'.~"'. 1 CONCRETE ~///~ ASPH. & BASE WAGNOUA DR. L I ~~~~~H BUILDING IT] REMOVE EXISTING ASPHALT AND BASE. [I] m m m ~ m []] m [Q] REMOVE EXISTING STORM PIPE. L 51, REMOVE EXISTING CATCH BASIN. REMOVE EXISTING CURBING TO NEARES~ EXPANSION JOINT, REMOVE EXISTING BUILDING. REMOVE EXISTING WALL. SITE MAP REMOVE EXISTING WHEEL STOPS. REMOVE CONCRETE PADS AND CONCR::'::: WALKS TO THE NEAREST EXPANSION JOINT. REMOVE EXISTING METAL POSTS ANi) SIG'lS. REMOVE/RELOCATE EXISTING LIGHT AND CONCRETE SU\B, COORDINATE WITH FLORIDA POWER cmpORAT10N. , 1 ALL CAVllY & EXCAVATION RESULTING fROM REMOVAL OF TREES, SHRUBS, PIPES, INLETS, GREASE TRAPS, SIGN, AND POLE BASE SHALL BE FILLED WITH APPROVED SUITABLE MATERiAL AND COMPACTED IN 12w LIFTS TO 95% OF MAX DENSI1Y. 12' NORTHEAST CORNER FIR ~ OF LOT M I \ I \ ! \ ! \ / \ I \ I \ I \ ! \ ! \ ! \ ! \ ! \ ! \ ! \ ! \ ! \ ! ! \ / SOUTHE,\ST"CORN~R Y /OF LOT ,M \ ! . _-----It \ r) - ,(tv -7o!,;,:"'~:::;- 7F1R C ! d 96'55' 43"(lv1) /~~A~_~E~___~I!~ ~ U") U") -11\ CO CO ::-\ ~ 10' rr) 22'~ ''''' \ \ ~ ~ ~ I ~ ~ SCALE: 1 "=20' , 2 OFF-SITE DISPOSAL OF STRUCTURES, UTiLITIES AND CONSTRUCTION DEBRIS SHALL OCCUR IN SOLID WASTE DISPOSAL FACILITIES APPROVED BY F,D,E,P" AND PINELU\S COUNlY, \ \ \ 'Q., \ \ \ \ 12' ~ \ 136.45' ~o CO \ en, ---....... 2 STORY MASONARY BUILDING .~ 61.30' ---------------~ I~ " L_:1 r 8.35' I~ 0 I L_~~ I 8.65'~ 7.25' 0 . I I J9'O PAVE ----- g. ~~~~ 7' I 9 ~~ 77.90' Q ~/jl ~ IE ~ ~O.rZM '" ~ T/ . / ~~jf sTGN .::- - _ \:)1 . I SA W , ,~~ ' /)1 --.::-.::: . , CUT FIR&C -=- --' 0.7 WA.LL~ sz..<::J~~ I j/.,j@:.11=fPP ===== '_~____==~ l~~~V~IBEX' 1. \J :: t)-~LL'LLLLLL,\Ol l~ 1Il ('" \11 LCLLLLLLLLLLLI I ,~-~ 10 ~ 1r c=l=lID1ccccccccl : I CIS 4 ,. II LLLLLLLLLLLLLI I 1.'- r,. :i~Ot II LLL_L_LLLLLLLLL '''-SAW . LCC:LLLL~Lhi!-t'LLL :: LLLLLLLLLLLLLI I CUT LLLL 1 STY CBS_LU5lLL II~ LLLLl1' S'T1' CSSL_L_L_I,-1.I,o.t.: LLLLL# 210_LLLl.(::ILL!l II-.J LLLLLI I I LLLLLi'~ If;:;1 L LO~~ J::!'~!NQ lJOOB.. L L Lit ,,;i L L I I I # 2101 I I L LI I ill L2LL~~'~~'~LLLLL Lal II8=; _LLL~\:VE?T, L1:;I~G ~L20~ L LI ~ LLLLLLLL, L.LLLLLnl 41 II~, _LLL~t!~~O~LLLLLll,' e..1.-1J"1~""'l":"r......,LLL I :: :~ LLLLLLLLLLLLLI:.: ~-l -h'- (I I( LLLLLLLLI5LLLL: I I ~ . I I~ LLLLL_I_LLt:::-lLL_L_,14 '{"qp, / · It' LLLLLLLLLLLL~tol 8 ~~,I/W 8 1162.kh-b-1-~...~~l{9~- J : .. ~~ I ~7: · 'CONC WALK. 7~--: g.' 6,9 a;1R&C - - 6,1 T ~ - - - - FND DISK 9 LIGHT POST ON ciS B~ , I 6't.: _ J;:6 ~. 0'/ I 6)JEFFORDS STREET aU' R,-o. w. 6.0 (i' 't: - --- _ FND "x" CUT 6~ lO ')1 1,) 6' ~,~~ 6.t.: < (J' 69 6,0 QJ1._WIRE """1"'"'"" .~. .....~ \~~ FOP I I ,~ N I~ o 10) , br g. II z w (.) S Z Q. W w C .... - CI) <( - en w c fJLE 0:: - z ~ 0 ...;;?, () 1. - Q ~.!~ 0 Z ...J /Z.OP'l 0"1, '1, 0 c ..... - <I: .... ~:~g ~ .... 0::: 0::: - :E c w ...J - ~ 0 a.. ::J 0::: ~ :i <( c :c CD ~ W 0 C (.) .... ..oJ ..... U TIllS DRAWING IS AN INSTRUMENTof' ~CE AND SHALL F:EMAlN TtiE PROPERlY Of TtiE ~,.G, ~,~,'.,N,',S,~~~,' ~,T,tlf, ,R~,~,.,',',~ l',~.,BtJ, ~~,~.'i1f'~, ANY ~,~Tp~,LJS>1[, 0 ,~J :"tl ~"[1fI. ~~~~ NO'l14 Lm1 :"i> " '. ' . ;i~;;,/A'\ '> j~ ;1< ::~ ",'A .Vj,~ . ij}.) II' t . ' F ':._',':;,> ~...." "~"_.. ","" ,,,/1 ~.'co .IES:'" f.~TMESf; .PLA.NS ARE NOT VAUO UNLESS >:. p.1.!30sst?~~ THE SIGNING ENGINEER'S SEAL "" 1~~bat>r: ,', .. .~_~~ ~. :I~.i~ ',',' .- .- \ L 44~ 10' to 4.6' ~ t.: 6' CONC WALK 83>4'17"(M) 80~~0 \gO 7 \ ,g, , g. ~ ~cn ' ;:J ,g. ,~ :--1 '16.0 a a a ~ a~ ~t ~. /~ <::IT, Y OF CLEARWATER~ DB. 1218 PG. 407 ~ a NT ~ ---------------------------------~ / ,~I FN[~ NAIL & BOTTLE CAP ~ . p...S?'r\ p...l'\ f'0 LO ex) I ..- 139. SO'(R) s ,~. ,6.6 C:::}J 'B'SO\ . 4.3= o . CL~ olCL 5\"0 CLtO gO ,1, \ SOUTH 1/2 OF LOT 30 " .6 1 STY CBS " .) \ \ Cl'qO'(R)\ ,6. g.B ~ 6.~ SOUTHEAST CORN OF LOT 30 \ s,1 s , o. 1 ~ '). t.: s. e6'~ d' " ') ,I-.-, , ~ ~ \\s,\ U~ -.' - I z ~t I g 00 ... ,~ .c ~" ... ~z ~ ~2 o -A, A. ... '^ '^ ,.. Q Z !::z ~ xi ...~ Yo . ~:x <4V .. co~ -'" AI r- '"'fo ...: ... MZ Z ~ . .... ~.:.i <tit. __ ~ ....;( Z M~ o e I &:IC 1M - > z ... ,,.. I ., 'A) co o c> M I 1ft ~ " Q'" z .~ Z o~ Z ~Q ~ ~- ... ... ~ A. :J: 0 o ~~ z..... CI:a~ ~ :I:~ ... .. ~ . ::::) ~ ~~ .. ~<( ~ o~ V M \J . I NES Conlm.: 0040 I -' I Drawn By: B.J.V. J I -, Checked By: H.G. I I Issue Date: Revisions: No. Date 01/22/01 04111/01 08/24/00 -! I I I , --1 Descri tion SUBMISSlor~ REVISED / I8l DESIGN/DEVELOPMENT -\ o PERMITTING & BIDDING I o CONSTRUCTION DOCUMENTS r -- C2.1 ... CJ'l ~ '0 .4.J Q) (lJ ~ ClJ r::: o I ClJ ~... .rl <Il - C> 'q" o o - o o o (\J - U'l ..... u Q) '....... o PLANT MATERIAL SCHEDULE SYM. COMMON NAME SPECIF1CA 110NS SECTION 16 , TOWNSHIP 29 S, RANGE 15 E CITY OF CLEARWATER PINELLAS COUNTY, FLORIDA QTY BOTANICAL NAME 16 Logerstroemio indica "Natchez' 22 Quercus virginiana 3 Magnolio g ra ndiflora SITE DATA EXISTING (E) PROPOSED (P) REQUIRED ZONING: o .t I OffiCE LOR OfFICE LOR OFfiCE RESIDENTIAL OffiCE lAND USE: INSTITUTIONAL OrnCE RESIDENTIAL RETAIL RESIDENTIAL 2 ornCES USAGE: 1 RESIDENTIAL ONE OffICE RESIDENTIAL OffiCE RESIDENTIAL 70,897 s.r. 30,391 s.r. 40,506 s.r. 10,000 s.r. 20,000 s.r. LOT AREA: 1.63 ACRES 0.70 ACRES 0.93 ACRES (1.lIN.) (MIN.) BUILDING COVERAGE: 5,S<< s.r. (TO REMAI~) 5,844 s.r. RESIDENCE (SoF, & " Of GROSS SITE) 3,918 s.r. ~REMOVEDl H/A --- --- 2.077 s.r, REMOVED 15.." . - GROSS fLOOR AREA (s.r.): 21,074 s.r. 15,073 s.r. H/A r.A.R.: 0.298 0.<<6 0.50 0.30 91' EXIST. 91' EXIST. MIN. LOT WIDTH (n.) 110' --- 100' 100' fRONT: 31.<< EX. 31.<< EX. 25' 15'-35' 25' SETBACKS: SIDE: 20.26 EX. 20.26 EX. 15 10'-20' 15' REAR: 278' (NEW) 25' 10'-20' 25' HEIGHT: (EX. BUILDING) 30' 30' 30' 30' PAVED VEHICULAR USE AREA: 37,S70 s.r. 14,479 s.r. (V.U.A.) 0.535 0.332 --- --- --- IMPERVIOUS SURFACE RATIO: 50,046 s.r. 20,323 s.r. (I.S.R.) (MAX.) 0,707 0.668 --- 0.75 0,60 OPEN SPACE: 20,784 s.r. 10,068 s.r. (S.F. t " OF GROSS SITE) 29.3" 33.1" --- 0.25 0.40 PARKING LOT INTERIOR LANDSCAPING: 1,470 S.F. 2,557 s.r. (S.F. t " OF V.U.A.) 2.08" 17.7" --- 10" --- PARKING: 75 45 2 45 2 PER UHIT 32 SPACES ON SITE PARKING CALCUlATIONS: FOR 15,073 S.F. 0 3 SPACES PER 1,000 S.F. = 45 SPACES 13 SPACES ON HOSPITAL ~TE PER AGREEMENT 4S SPACES PROVIDED OFrlCE 2 TO 3/1000 G.F.A. lRE.E.S U @ o o QV MG SHRUBS ~ \IS 85 OOOO<XX)O Rl 375 amDltiG..1'L.AIDS ~%;:;~gil IW If/J fA CR ~DI ~ Mu!ch Natchez Crope Myrtle B/B, 2' cat., multi-trunk 8-12' ht. x 4-6' sprd. Uve Oak B&B. 4' cal" 12'-14' ht. x 7' sprd,.. 5' c,t. Southern Magnolia 13&9. 2' col., 8'-12' ht. x 4'-6' sprd. Viburnum odoratissimum Sweet Viburnum 3 gallon, 24' ht. x 20' sprd" 36' o,c. Rophiolepis India Indian Hawthorne 3 gallon, 24' ht. x 24' sprd" 36' o,c. Impatiens wallerona Impatiens 6' cont.. 8- 1 2' ht. 12'-18' o,c. Cathoronthus ro~eus Periwinkle 6' cont.. 8-12' ht. 12'-1 B' o,c. ~ Dionthus spp, Dianthus 6' cont.. 6' ht. 6'-12' o,c, Shredded Cypress Mulch Grade 'A', 3' Loyer LEGEND INDEX OF SHEETS I - NEW CONCRETE C3.1 SITE ~LAN.APPLlCA liON ! C3.2 NEW PROPERTY LINES AND ZONING - NEW ASPHALT C3.3 EXISTING CONDITIONS V///1 - EXISTING ASPHALT L 1.1 LANDSCAPE SITE PLAN 6' MASONRY WALL 8.0 8.5 NEW ASPHALT 9.0 ..... o C, \\J ro UI c"j <.::) "i ..... SECTION A-A N.T.S. IfJ I \ III I _~'"'" '._-c"H.~tJ~TER~ .. C!:_BUIL:G_t~.- 224' 8'6~80 C'PALM ,..PALM I CLUSTER - - _ _'lr;~ %0 8iiP 230' --~ ____"'i!""l!!Ii -c.:..,-....., =.4~-~':.=,~~---.:....-t::::.l!!I= ~. _ I NV. 0.40 CfJf...t . ~ DlV\\ \ '<.X '--:JI ,~'\\r-4bL~ I NV. 0.40' '-~ t~ ~ 1"'" ~~v, ) PALM b ~ <u., -----------7- 210 L.F. 18" RCP E @ 1.00% _~I;:r j) fi",~v~ I ~ -Jl..... ~ y 017' SLWALL --- '-----. 1,3' SEAXALL I I~ ~ I~ u I- ~ ~ I~ ~ W -.J I- ~ /~ ~ 0::: ~ I~ ~ ~~( ~i -------------------- --------==25' REAR YARD SETBACK ----20' SIDE SETBACK OJ '-0., r/~ ~REMOVE E, X. CATCH BASIN . '-'-j:. EXISm~G OFFICE lJ!. 2 STORY ~1ASONARY BUILDI~~G - - - -f-;~~- - - - - - --I ..a...a. I L --l I '--I '-.,- >- <t: 5 0:::::---- w~ f-~ <(0:::: s~ o --1~ <t:o f-CXJ (j)"- <t: o () 0::::: W f- Z M~N IHIGH~WATER ELEVATION 1,36 FEET NG Dcj 1929 AS LOCATED 4/23/96 AL N I FAC OF SEAWALL .... ..... 3 ~SO WAlt WITH 3' WROUGHT IRON TOP SECTION 2'X2' COLUMN (PILASTER) C- o. <t '0 QJ 3: PY1 LIGHT M POST --- 4' SIDEWALK 489.93 2-ROWS STAGGERED INDIAt\ HAWTHORN @ 36 O.C. _CATCH BASIN JEFF-ORDS STREET 00' R.u.'N. ~ ' M I c."" I (VA~ --iL- ;;:.-- v, en / ~~ --~~~ d C; Q.J-L_WIRE .rl 3:: nJ c- o - 0.: ~. ~\5: 010 CC . O\CL ~~ CL~ 0\ \ ooo'cRi LEGAL DESCRIPTION PARCEL I. LOT 30, BLUFF VIEW, OF PERRY SNELL'S ADDI110N TO CLEARWATER, ACCORDING TO MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 3, PAGE 53, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, LESS THE SOUTH 90 FEET THEREOF, ALSO, LESS THAT PART OF THE POR1l0N OF LOT 30 WHICH LIES EASTERLY OF A STRAIGHT LINE DRAWN FROM THE NORTHEAST CORNER OF LOT M, CORRECTED MAP OF HARBOR OAKS, PLAT BOOK 3, PAGE 65, TO A POINT IN THE SOUTH BOUNDARY OF SAID LOT 30, WHICH IS '0 FEET W'EST ALONG SAID BOUNDARY FROM THE SOUTH- EAST CORNER OF SAID LOT 30, PARCEL II. BEGIN AT THE SOUTHW'EST CORNER OF LOT M, HARBOR OAKS, RUN W'EST 850 FEET MOL TO CHANNEL, THENCE SOUTHERLY ALONG CHANNEL TO A POINT WHICH IS ON AN EXTENSION OF A LINE PARALLEL TO AND 90 FEET SOUTH OF THE NORTH BOUNDARY OF SAID LOT 30, THENCE EASTERLY 850 FEET TO THE HIGH WATER MARK, THENCE NORTHERLY TO 111E POINT OF BEGINNING. \ \ PARCEL III. BEGINNING AT THE SOUTHEAST CORNER OF SAID LOT M, HARBOR OAKS, RUN EAST ALONG THE EXTENSION OF SOU111 BOUNDARY OF LOT M, 41 FEET MOL TO INTERSEC1l0N Wl111 A STRAIGHT LINE DRAWN FROM THE NOR111EAST CORNER OF SAID LOT M TO A POINT IN THE SOUTH BOUNDARY OF SAID LOT 30 WHICH IS '0 FEET W'EST ALONG 1111S BOUNDARY FROM THE SOUl11EAST CORNER OF SAID LOT 30. THENCE SOUTHERLY ALONG 1111S STRAIGHT LINE 111US DEFINED 22 FEET MOL TO THE NORTH BOUNDARY OF SAID LOT 30. THENCE W'EST ALONG 111E NORTH BOUNDARY TO INTERSEC1l0N WlTH A SOU 111 WESTERL Y PROJEC1l0N OF EASTERLY BOUNDARY OF SAID LOT M, THENCE NOR111EASTERL Y ALONG 111E LA TTERL Y DEFINED PROJEC1l0N 23,2 FEET MOL TO THE POINT OF BEGINNING. PARCEL IV. BEGIN AT A POINT IN THE SOU111 BOUNDARY OF SAID LOT 30, WHICH IS LOCATED 489.93 FEET WESTERLY ALONG SAID LINE FROM THE SOUTHEAST CORNER OF SAID LOT 30 FOR A POINT OF BEGINNING, THENCE NORTHERLY AT AN ANGLE 88'45' ALONG CENTER OF SEAWALL 90.02 FEET, THENCE EASTERLY 130 FEET, l11ENCE SOUl11ERL Y PARALLEL TO SEAWALL 90 FEET, l11ENCE W'ESTERL Y 130 FEET TO THE POINT OF BEGIN~~ING. ALL OF THE ABOVE L YlNG AND BEING IN 111E SOUTH , /2 OF THE SOUTHWEST 1/4 OF SEC1l0N , 6. TOWNSHIP 29 SOU111, RANGE 15 EAST LESS THE FOLLOWlNG: THE SOUTH ONE-HALF (S 1/2) OF LOT THIRTY (30) OF BLUFF VIEW. C. PERRY SNELL'S ADDI1l0N TO CLEARWATER. PLAT BOOK 3, PAGE 53, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; LESS AND EXCEPT l11AT PART OF THE SOUni ONE-HALF (S '/2) OF SAID LOT 30 CONVEYED TO CITY OF CLEARWATER BY DEED DATED APRIL , 1, , 949, RECORDED APRIL 20, '949 IN DEED BOOK 1218, PAGE 407. PINELLAS COUNTY RECORDS, ALSO LESS AND EXCEPT THAT PART OF THE SOUTH ONE-HALF (S 1/2) OF SAID LOT .30 CONVEYED TO D,E. RODGER AND ELMA F. RODGER BY DEED DATED JANUARY 4, 1956, RECORDED JANUARY 30, 1956 IN DEED BOOK 1576, PAGE 197, PINELLAS COUNTY RECORDS. ALSO LESS AND EXCEPT THAT PART OF l11E SAID SOUTH ONE-HALF OF LOT 30 DESCRIBED AS FOLLOWS: BEGIN AT A POINT IN l11E SOUTH BOUNDARY OF SAID LOT .30 WHICH IS LOCATED 489.9.3 FEET WESTERLY ALONG SAID LINE FROM l11E SOUl11EAST CORNER OF SAID LOT 30 FOR POINT OF BEGINNING, l11ENCE NORTHERLY AT AN ANGLE OF 88'45' ALONG THE CENTER OF SEAWALL 90.02 FEET; THENCE EASTERLY PARALLEL TO niE SOUTHERLY LINE OF SAID LOT 30, 1.30,0 FEET; THENCE SOUl11ERL Y PARALLEL TO SAID SEAWALL 90,0 FEET TO THE SOUTH LINE OF SAID LOT 30; THENCE WESTERLY ALONG 111E SOUTHERLY LINE OF SAID LOT .30, 130.0 FEET TO POINT OF BEGINNING, INCLUDING SUBMERGED LAND APPERllNENT THERETO 750 FEET, MORE OF LESS TO DEEP CHANNEL. (O.R. 5930 PG. 2076) FURl11ERMORE THERE EXIST AN EASEMENT OVER, ALONG AND ACROSS THE NORl11ERL Y ONE (1) FOOT OF LOT 30 OF BLUFF VIEW C. PERRY SNELL'S ADDI1l0N TO CLEARWATER, FLORIDA, FOR THE PURPOSE OF KEEPING, MAINTAINING, REPAIRING, REPLACING AND \ OTHERWISE DEALING Wll11 A CERTAIN MASONRY DIVIDING WALL SEPARA llNG l11E PROPERTY KNOWN AS LOT "M", OF HARBOR OAKS SUBDIVISION, FROM THE AFORESAID LOT 30, WHICH DIVIDING WALL DOES OR MIGHT ENCROACH APPROXIMA TEL Y ONE-HALF FOOT (1/2') ON LOT 30 AS AN INTEGRAL PART OF 111E PRESENT AND SUBSEQUENT OWNERSHIP OF LOT "M", HARBOR OAKS SUBDIVISION, AND SHALL CONllNUE UNTIL SUCH llME AS EXllNGUISHED BY PROPERTY CONVEYANCE OR TERMINATED BY .\'IMuruAL AGREEMENT OF RESPECllVE OWNERS. IN THE ABSENCE OF AGREEMENT THE WALL SHALL BE MAINTAINED BY THE OWNERS OF LOT "M", HARBOR OAKS rSOI\1SION. (DR. 8903 PG. 2214) \ " SCALE. 19.20' .. J I . .. .. " z ~~~ o 00 i= "-! .( <4~ ... .. Z ~ "'f- o -" A ,,~ - 1'4 '^ Z t:~ ~ xi ... ~@ . ~:z: <4V ... ~~ .( ':4: ... '" III Z ..Z ..., ...:.; t -- i'~ Z Mt Obi tt ... - > Z "'" 00 o ~ '" I 11\ --0 ~ Q" Z ..c= Z 0.. z "a .( fit ii ~ ~o Q ~~ Z ... .. -m j z.. .....c . ;:)~ ~~ ..,..c o~ ",v . NES Comm.: 0040 ! I I 1 Drawn By: N.W.M, I Checked By: J.V.1. i I Issue Date: Revisions: No. Date 09/21/00 10/19/00 01/22101 04111/01 / 08/03/00 . i Descri tion SUBMISSION REVISED ~ DESIGN/DEVELOPMENT D PERMITTING & BIDDING D CONSTRUCTION DOCUMENTS __ tl z 0 W - (.) ~ Z U W - C -I - D- C/) <( D- W c ~ tt: - 0:: 0 I Z ...J Z C u. <C ... :3 0:: 0:: :E c w - ~ a.. a.. :;:) 0:: ~ w <C c ..... :c CD ~ C) - (.) ..... ...J (I) ..... (..) ,.. aiSlES OF Tl-iESE PLANS ARE NOT VAUD UNLESS -::r...,. ~~BOSSED WITl-i Tl-iE SIGNING ENGINEER'S SEAL C3.1 i PLANT MATERIAL SCHEDULE __-;tllP'llJIl"c.~""""'!'f" ..... u~ ~~ ~ .~ ~ \i) .~" 5 t... T ~ \'lJ ~ i ~ 1. .~ 0 ~ ~ \^J ~ 7. ~ ~ () 00 ' 1M CXl V I . 4 00" 10-- ...., 7- t::: ~..... ~ (> - 0.. C'c ,.. VI .., M. ^ t.. W 7, -2 4 ,~ ~ SPECIFlCA TIONS BOTANICAL NAME COMMON NAME SYM, QTY JR.E.E.S. LI - o ~ Natchez Crape Myrtle 8/8, 4" col., multi -trunk 10-12' ht. x 4-6' sprd, Lagerstroemia indica .Natchez" 7 .r live Oak 8&8, 4. col., 16'-18' hI. x 7' sprd." 5' c.t. Quercus virginiana 9 SECTION 16 , TOWNSHIP 29 S, RANGE15 E CITY OF CLEARWATER PINELLAS COUNTY, FLORIDA QV SITE DATA EXISTING (E) PROPOSED (p) x~ 4 (8' "". .J o-~ 00 ..... COt- M...,.. 'w ff""JI' "lI$ ,~ ~.. ~ ,....- t" < ~t ...... I foI,' REQUIRED sobol palm 8&:8, 2' clear truck, 12' -14' ht. Sabal palmetto 2 SP I e o &: I OFFICE LOR . ~- - ---- ._--- RESIDENTIAL OFFICE _.__---Bn~11.__._ ._,~~~I.~E~~!!-.1:- SHRUBS HR ZONING: OFFICE LOR (0 ~ 3 gallon, 24" ht. x 20" sprd" 36" O.c. Hibiscus rosa-sinensis Hibiscus 23 OFFICE RESIDENTIAL LAND USE: ornCE RESIDENTIAL 3 gallon, 24. ht. x 20. sprd., 36" o.c. Sweet Viburnum Viburnum odoratissinl'Jm VO 2 OmCES 1 RESIDENTIAL 95 USAGE: ONE OFFICE RESIDENTIAL ornCE RESIDENTIAL BEDDING PLANTS 70,830 S.L 32,130 S.F. 38,700 S.F. lOT AREA: 1.63 ACRES 0.74 ACRES 0.89 ~,CRES -------------,-.--.----. 5,844STTi'o-REMAIN} ___.__..c__ -----.------ BUilDING COVERAGE: 3,918 S.L (REMOVED) 5,844 s.r. RESIDElIlCE (S.F. &: " OF GROSS SITE) 2,077 s.r. (REMOVED) 15,4~ N/~ _........_<~_..._ _ ,--',-...- ~__c__ ___._ __'. _~.__~.___ ,_ ~ ____.___~"_______. _~.....,.__ .__________...._..... __~__ ___~_~___ _ __._ _ __ < GROSS FLOOR AREA (S,r.): 24,455 s.r. 18,460 s.r. F.A.R.: 0.345 0.575 N/~, 10,000 S.F. 20,000 S.L ___,j~!~.L__ ____ ~~!NJ__ ~%;:(0}:~ t# /JJ~ ~ 6" cant., 8-12" ht. 12"-18" o.C. Impatiens Impatiens wallerano IW () o 0- M I VI -D " ~~~ Z ~,.,.. 7.. 04 7. C!o 4. ffi" ~,. :r: 0 VrJ (,) _u, /: ~ ci ~ w :t ~- ~<t ~ :J ~ ~~ ...."1>~ .- ~ ~I > ... 0..... \.l "''' V 6" cont., 8-12" ht. 12"-18" O.c. Periwinkle Catharanthus roseus CR ., /C, 6. cont., 6. ht. 6"-12" o.C. 0.50 0.30 Dianthus Dianthus spp, 01 91' t.lIN. lOT WIDTH (FT.) 110' 91' 110' 218' 100' 100' MISCELLANEOUS Mulch FRONT: 31.44 EX. Grade 'A', 3" Loyer 25' 31.44 EX. 25' 25' Shredded Cypress M "Ich SETBACKS: SIDE: 15' 20' 20.26 EX. 20.26 EX. 15 ..... REAR: 278' ,_ ~~,~"J~E!),__,. ~"_. ,~~~,._ _.,.._ __. __ ?~~._____ 25' l.EGAL DESCRIPTION PARKING STANDARDS HEIGHT: __ ___iE~~~~~~~~~~)____ 37,870 S.L 0,535 30' 30' 30' 30' I:.ARCEL I. LOT 30, BLUFF VIEW, OF PERRY SNELL'S ADDITION TO CLEARWA TER, ACCORDING TO MAP OR PLAT THEREOF AS RECORDED IN PL.A T BOOK 3, PAGE 53, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, I CSS THE SOUTH 90 FEET THEREOF, ALSO, LESS THAT PART OF THE PORTION OF LOT 30 WHICH LIES EASTERLY OF A STRAIGHT LINE DRAWN FROM t'~E NORTHEAST CORNER OF LOT M, CORRECTED MAP OF HARBOR OAKS, PLAT BOOK 3, PAGE 65, TO A POINT IN THE SOUTH BOUNDARY OF SAID lOT 30, WHICH IS 10 FEET WEST ALONG SAID BOUNDARY FROM THE SOUTH- E~AST CORNER OF SAID LOT 30, t'ARCEL II. BEGIN AT THE SOUTHWEST CORNER OF LOT M, HARBOR OAKS, I~UN WEST 850 FEET MOL TO CHANNEL, THENCE SOUTHERLY ALONG CHANNEL iO A POINT WHICH IS ON AN EXTENSION OF A LINE PARALLEL TO AND 90 FEET SOUTH OF THE NORTH BOUNDARY OF SAID LOT 30, THENCE EASTERLY 1~50 FEET TO THE HIGH WATER MARK, THENCE NORTHERLY TO THE POINT OF I:IEGINNING. I~ARCEL III. BEGINNING AT THE SOUTHEAST CORNER OF SAID LOT M, t,lARBOR OAKS, RUN EAST ALONG THE EXTENSION OF SOUTH BOUNDARY (~}F LOT M, 41 FEET MOL TO INTERSECTION WITH A STRAIGHT LINE DRAWN f'ROM THE NORTHEAST CORNER OF SAID LOT M TO A POINT IN THE tOUTH BOUNDARY OF SAID LOT 30 WHICH IS 10 FEET WEST ALONG THIS flOUNDARY FROM THE SOUTHEAST CORNER OF SAID LOT 30, THENCE ~jOUTHERL Y ALONG THIS STRAIGHT LINE THUS DEFINED 22 FEET MOL TO tHE NORTH BOUNDARY OF SAID LOT 30, THENCE WEST ALONG THE NORTH JlOUNDARY TO INTERSECTION WITH A SOUTHWESTERLY PROJECTION OF F.ASTERL Y BOUNDARY OF SAID LOT M, THENCE NORTHEASTERLY ALONG THE LATTERLY DEFINED PROJECTION 23,2 FEET MOL TO THE POINT OF BEGINNING. PARCEL IV, BEGIN AT A POINT IN THE SOUTH BOUNDARY OF SAID LOT 30, WHICH IS LOCATED 489,93 FEET WESTERLY ALONG SAID LINE FROM THE ~OOUTHEAST CORNER OF SAID LOT 30 FOR A POINT OF BEGINNING, THENCE ,110RTHERL Y AT AN ANGLE 88'45' ALONG CENTER OF SEAWALL 90,02 FEET, tHENCE EASTERLY 130 FEET, THENCE SOUTHERLY PARALLEL TO SEAWALL 1)0 FEET, THENCE WESTERLY 130 FEET TO THE POINT OF BEGINNING. ,ILL OF THE ABOVE LYING AND E>EiNG IN THE SOLI rH 1/2 OF THE SOUTHWEST /4 OF SECTION 16, TOWNSHIP 29 SOUTH, RANGE 15 EAST PAVED VEHICULAR USE AREA: (V.U.A.) 15,008 S.L 0.467 C 0 E F G A B 45 9.0 19.8 13.0 12.7 52,6 46,2 50,046 S.F. 0.707 ~..-~-. ~.- - ,>-<- ~~._--.- ~--- ..........-.__._~" -~ - ~- .._---. ~"-_. .~-- - ~~_._...-._~-- .....~----~.- OPEN SPACE: 20,784 s.r. (S.L &: " OF GROSS SITE) 29.3~ ---"-_...-~--.-_._-----_._--- .._--_.~-------,.... PARKING LOT INTERIOR LANDSCAPING: 1,470 S.F. ~~:~~~~_~~A:~~~~_=~ ~~~~~] II.4PERVIOUS SURFACE RATIO: (I.S.R.) (I.4AX.) 20,221 S.F. 0.629 0,75 0.60 ~ ~', - ~ ., - ;.,,; - ~ ~ -- -.- ~"'~ ',' "I;\"~"i,~,,,,,\I:'~\~<!'^~I:''':~ '~. , ~, ,~ ' " ~ t ~ ;0.,,,\ J ~f " ';~ 1 ~:J; .ill.1 ~ \")!~JI;,t;l-'~ '1L' I!'I! , ~ . \, ) r:;.' ~ 'iJ ~J;". ;o;~ Jl.' fl..: ':- _: I,. I.;> "Ii;\M,i'; , .' p- ' f .~ 90 9.0 19.0 24,0 9.0 62,0 11,909 S.F. 37.06" 0.25 0.40 A PARKING ANGLE (DEGREES) B STALL WIDTH (FT.) C STALL TO CURB (FT.) o AISLE WIDTH (FT.) E CURB LENGTH (FT,) F MIN. OVERALL DOUBLE ROW WITH AISLE BETWEEN (FT.) G STALL CENTER (FT.) 1.603 s.r. 4.99~ 10" NES Comm.: 0040 N.W.M, J. V.1. F' G 56 2 PER UNIT Drawn By: Checked By: 43 2 18,460 S.r. 0 3 SPACES PER 1,000 S.F. = 56 SPACES PARKING CALCULATIONS: Issue Date: 08/03/00 Revisions: No, Dote Descrip.!i^' 09/21/00 10/19/00 / / _.._m.__. It---- .. ..~ L~__I_" ~---~~~~------ ___cc co. .. ~__~c____l~B~~':D~~:_t_ .'J_~_412.23' ,11 Iii '1 r Iii ali IIi I'.! 0 7' SEt. WD'LL ~-< ,3' SEp"WAU~ ~ . .J >-~. III ~ ~.~ 'Ii ::-> ':11 -> il! c:~ ili L'l' 2 .il ~ -'-,}I r- uu ji <: ct: ,111: '-.../ 'II ~ ~ .-', .- 0 h" . ,< dl' L__ OJ i (j~I"- ! ....-r ! 'l.. o I! ( ) .; '-- , I ry- , L~_ Ii , II ~ I'..ig -- 10 :0 o . OJ ,I .1 1.00' EASEMENT OR WALL MAINTENAN E PER O,R. 8903 P . 2214 .- _. -'.- -"- ~". ~"--~--~.,.,- ~ ~.~ ~ 'Tl, \ r=_ 'I lESS THE FOLLOWING: tHE SOUTH ONE-HALF (S 1/2) OF LOT THIRTY (30) OF BLUFF VIEW, C, PERRY BNELL'S ADDITION TO CLEARWATER, PLAT BOOK 3, PAGE 53, PUBLIC RECORDS i~F PINELLAS COUNTY, FLORIDA; ,i.,ESS AND EXCEPT THAT PART OF THE SOUTH ONE-HALF (S 1/2) OF SAID LOT 30 CONVEYED TO CITY OF CLEARWATER BY DEED DATED APRIL 11, 1949, RECORDED ~\PRIL 20, 1949 IN DEED BOOK 1218, PAGE 407, PINELLAS COUNTY RECORDS .,~LSO LESS AND EXCEPT THAT PART OF THE SOUTH ONE-HALF (S 1/2) OF SAID lOT 30 CONVEYED TO D,E, RODGER AND ELMA F, RODGER BY DEED DATED JANUARY 4, 1956, RECORDED JANUARY 30, 1956 IN DEED BOOK 1576, PAGE '97, PINELLAS COUNTY RECORDS, i~LSO LESS AND EXCEPT THAT PART OF THE SAID SOUTH ONE-HALF OF LOT 30 IJESCRIBED AS FOLLOWS: BEGIN AT A POINT IN THE SOUTH BOUNDARY OF SAID l_OT 30 WHICH IS LOCA TEO 489.93 FEET WESTERLY ALONG SAID LINE FROM THE SOUTHEAST CORNER OF SAID LOT 30 FOR POINT OF BEGINNING, THENCE NORTHERLY AT AN ANGLE OF 88'45' ALONG THE CENTER OF SEAWALL 90.02 FEET; THENCE EASTERLY PARALLEL TO THE SOUTHERLY LINE OF SAID LOT 30, 130,0 FEET; THENCE SOUTHERLY PARALLEL TO SAID SEAWALL 90.0 FEET TO THE SOUTH LINE OF SAID LOT 30; THENCE WESTERLY ALONG THE SOUTHERLY LINE 'JF SAID LOT 30, 130,0 FEET TO POINT OF BEGINNING, INCLUDING SUBMERGED I_AND APPERTINENT THERETO 750 FEET, MORE OF LESS TO DEEP CHANNEL, (O,R. 5930 PG. 2076) ,'cURTHERMORE THERE EXIST AN EASEMENT OVER, ALONG AND ACROSS THE NORTHERLY JNE (1) FOOT OF LOT 30 OF BLUFF VIEW C, PERRY SNELL'S ADDITION TO CLEARWATER, ':LORIDA, FOR THE PURPOSE OF KEEPING, MAINTAINING, REPAIRING, REPLACING AND :->THERWlSE DEALING WITH A CERTAIN MASONRY DIVIDING WI',LL SEPARATING THE PROPERTY KNOWN AS LOT "M", OF HARBOR OAKS SUBDIVISION, FROM THE AFORESAID LOT 30, WHICH DIVIDING WALL DOES OR MIGHT ENCROACH APPROXIMA TEL Y ONE-HALF rOOT (1/2') ON LOT 30 AS AN INTEGRAL PART OF THE PRESENT AND SUBSEQUENT IJWNERSHIP OF LOT .M", HARBOR OAKS SUBDIVISION, AND SHALL CONTINUE UNTIL ~UCH TIME AS EXTINGUISHED BY PROPERTY CONVEYANCE OR TERMINATED BY MUTUAL AGREEMENT OF RESPECTIVE OWNERS. IN THE ABSENCE OF AGREEMENT THE WALL SHALL BE MAINTAINED BY THE OWNERS OF LOT "M", HARBOR OAKS SUBDIVISION, (OR. 8903 PG. 2214) / / CATCH / B.ASIN ~ /7 '-.i 2 S TOR Y ~1 A SON t\ R Y B IJ ! L D I ~~ G ~ DESIGNIDEVElOPMENT . -! PERMITTING & P.!OtWJ: I:] CONSTRUCTION oonlF ----, ]~@~~\fl~ .~ OCT 1 9 2000 By " '$R , 13' MrN. / CLEAR /--..1, ~-~ ~, ~n ~'I \'1 \ II \ \ ctJ 0\ . <(? o 7, O:~\ 0, O\LY :J\~O LYI, cO 0\ JEjJ". '\1 IE" !it'll iil 'III , ~~-2!! ...~-- SO/l-- ~~)J W (O'Z7.Q; (..) Z LU C - CI) w 0:: Z <t ::E D.. <C IX ~ z o - l- e:( (.) - ..J 0- lD.. e:( . z 5 D.. w I- - (I) fv1EAN HIGH V,A TER ELE';,L\TiOI~ 136 FEET ~ J G/ D 1 9 2 9 I 1-\ S IL 0 C 1'.. TED 4/2 3 /9 6 ALONG FACE O~ SEAWAL~ / , ,,-;-'-' ,,' . '-r '..5 EX. / / / / .sF ACS S--;+:: o o o C'\J aJ "<;t ru LCl Lei - 1 STY CBS <C C ........ ~ o -' ow... ~ c - ::J a.:: C w o ~ ~ I ~I I ! ! , ....J CiTY OF CLEARWA It DB, 1218PG. 407 1r OJ - / , ----~ - h " '~S~l '- -1 , . .~::--~ :--------l~ +-' U o ::J .c f-- 1\ ODO'(R~ r ~ UJ t- <( ~ ;:- 0: <t w ...... U 2 E SPA ES - - - - If II 11- II - - - - ..-0- ~ -.--- -- ----- 218' 01 3 't:l ~~, SCALE. 1'-20' / / / ,-::'-;--";-- /~- --..'>-- '" SI GN '--',_______.________ LQ}- "-- LICHT POST '--- - .-.-----..------ ---...- / ,'--,"'- - -- , i +-' OJ OJ .c (f) OJ C o I ClJ +-' ,~ lf) ----- o "<;t o o ----- o o o C'\J ----- lf) +-' U ClJ o c... 0.. ----- lf) 01 C ,,..., 3 ro c... Cl ----- 0.: / ' LlGH1 POST ( / I I , I I I ..JI ll---=-~>S. TC;!:I_BA SIi" ---. --~o------ n____. ._ \ \ \ \ ~. ~------=~~--:=~-~- --:=~~/ (I /" _f=-P / // / / / ~. ~ ~' C)'/ / JEFFORDS STREET 6 U ' ~~ .u. Vv. -- --.-- -- ---~-- .1i"'i"lll'W"'.'<<~'''''''' 1- .-- I I IC3.1 I I I t- O,.j-1,_'NI R E <~ 'I ---t' -- . ......._~.;#, z ~~ 2 00 ... co v ~ ~~ ... 'lilt Z tt 'lIlt- " o -D- r... "" V\ '^ M ^ Z ~z : xi .... ~~) "' . 0- :r;: ~~ ... co... ~ MV\ ... AW z 'lIltZ "'-I 'lit.:.; t -- z "" ~ O ~t -I ~ "" - > z w , J 15E 29S RGE. TWP. 16 SEC. PARCEL I. LOT 30, BLUFF VIEW, OF PERRY SNELL'S ADDITION TO CLEARWA TER, ACCORDING TO MAP OR PLAT THEREOF AS RECORDED IN PLA T BOOK 3, PAGE 53, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, LESS THE SOUTH 90 FEET THEREOF, ALSO, LESS THAT PART OF THE PORTION OF LOT 30 WHICH LIES EASTERLY OF A STRAIGHT LINE DRAWN FROM THE NORTHEAST CORNER OF LOT M, CORRECTED MAP OF HARBOR OAKS, PLAT BOOK 3, PAGE 65, TO A POINT IN THE SOUTH BOUNDARY OF SAID LOT 30, WHICH IS 10 FEET WEST ALONG SAID BOUNDARY FROM THE SOUTH- EAST CORNER OF SAID LOT 30. " LESS THE FOLLOWING: CERTIFICATION THE SOUTH ONE-HALF (S 1/2) OF LOT THIRTY (30) OF BLUFF VIEW, C. PERRY SNELL'S ADDITION TO CLEARWATER, PLAT BOOK 3, PAGE 53, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; LESS AND EXCEPT THAT PART OF THE SOUTH ONE-HALF (S 1/2) OF SAID LOT 30 CONVEYED TO CITY OF CLEARWATER BY DEED DATED APRIL 11, 1949, RECORDED APRIL 20, 1949 IN DEED BOOK 1218, PAGE 407, PINELLAS COUNTY RECORDS. ALSO LESS AND EXCEPT THAT PART OF THE SOUTH ONE-HALF (S 1/2) OF SAID LOT 30 CONVEYED TO D.E. RODGER AND ELMA F. RODGER BY DEED DATED JANUARY 4, 1956, RECORDED JANUARY 30, 1956 IN DEED BOOK 1576, PAGE 197, PINELLAS COUNTY RECORDS. ALSO LESS AND EXCEPT THAT PART OF THE SAID SOUTH ONE-HALF OF LOT 30 DESCRIBED AS FOLLOWS: BEGIN AT A FJOINT IN THE SOUTH BOUNDARY OF SAID LOT 30 WHICH IS LOCATED 489.93 FEET WESTERLY ALONG SAID LINE FROM THE SOUTHEAST CORNER OF SAID LOT 30 FOR POINT OF BEGINNING, THENCE NORTHERLY AT AN ANGLE OF 88'45' ALONG THE CENTER OF SEAWALL 90.02 FEET; THENCE EASTERLY PARALLEL TO THE SOUTHERLY LINE OF SAID LOT 30, 130.0 FEET; THENCE SOUTHERLY PARALLEL TO SAID SEAWALL 90.0 FEET TO THE SOUTH LINE OF SAID LOT 30; THENCE WESTERLY ALONG THE SOUTHERLY LINE OF SAID LOT 30, 130.0 FEET TO POINT OF BEGINNING, INCLUDING SUBMERGED LAND APPERTINENT THERETO 750 FEET, MORE OF LESS TO DEEP CHANNEL. (O.R. 5930 PG. 2076) This survey is made for the benefit of STEVEN B, CHAPMAN, DuPONT PUBLISHING, INC., BANK OF AMERICA, N,A" ITS SUCCESSORS AND/OR ASSIGNS, MACFARLANE, FERGUSON, McMULLEN, P.A. AND FIRST AMERICAN TITLE INS, CO. I certify. a, That this survey (I) Was made on the ground, (II) As per the recorded description recorded in PLAT BOOK 3 , PAGE 53 of the Official Records of Pinellas County, Florida and is correct. (III) Shows the location of all improvements and other matters on the subject property. (IV) Shows the location of all recorded easements or other matters of record affecting the subject property per legal description contained in those instruments of record referenced on the survey, (V) Shows established building and setback lines, (VI) Shows the lines of all streets abutting the lands, the width thereof and whether the streets are paved, b, That any encroachments either way across the boundaries of the subject property are shown on the survey, c, That ingress and egress to the subject property is provided by DRUID ROAD AND JEFFORDS STREET as shown on the survey and that curb cut permits for the access are readily obtainable from CITY OF CLEARWATER d, That the location of all improvements, if any, on the subject property is in accordance with all zoning laws regulating the use of the subject property, applicable laws containing minimum set back provisions and covenants and restrictions of record, e, That the subject property does not serve the adjoining property for drainage, ingress or egress, as shown thereon, f. That there are no matters on adjoining land that would prevent adequate drainage of surface waters from the subject property. g, Complies with the "Minimum Standard Detail Requirements for Land Title Surveys" as adopted by the American Land Title Association and American Congress on Surveying and Mopping adopted in 1988 and meets the minimum technical standards set forth by the Florida Board of Land Surveyors pursuant to Section 472.027, Florida Statutes and Chapter 61G17-6, Florida Administrative Code, c I D I [ PARCEL II. BEGIN AT THE SOUTHWEST CORNER OF LOT M, HARBOR OAKS, RUN WEST 850 FEET MOL TO CHANNEL, THENCE SOUTHERLY ALONG CHANNEL TO A POINT WHICH IS ON AN EXTENSION OF A LINE PARALLEL TO AND 90 FEET SOUTH OF THE NORTH BOUNDARY OF SAID LOT 30, THENCE EASTERLY 850 FEET TO THE HIGH WATER MARK, THENCE NORTHERLY TO THE POINT OF BEGINNING. PARCEL III. BEGINNING AT THE SOUTHEAST CORNER OF SAID LOT M, HARBOR OAKS, RUN EAST ALONG THE EXTENSION OF SOUTH BOUNDARY OF LOT M, 41 FEET MOL TO INTERSECTION WITH A STRAIGHT LINE DRAWN FROM THE NORTHEAST CORNER OF SAID LOT M TO A POINT IN THE SOUTH BOUNDARY OF SAID LOT 30 WHICH IS 10 FEET WEST ALONG THIS BOUNDARY FROM THE SOUTHEAST CORNER OF SAID LOT 30, THENCE SOUTHERLY ALONG THIS STRAIGHT LINE THUS DEFINED 22 FEET MOL TO THE NORTH BOUNDARY OF SAID LOT 30, THENCE WEST ALONG THE NORTH BOUNDARY TO INTERSECTION WITH A SOUTHWESTERLY PROJECTION OF EASTERLY BOUNDARY OF SAID LOT M, THENCE NORTHEASTERLY ALONG THE LATTERLY DEFINED PROJECTION 23.2 FEET MOL TO THE POINT OF BEGINNING. PARCEL IV. BEGIN AT A POINT IN THE SOUTH BOUNDARY OF SAID LOT 30, WHICH IS LOCATED 489.93 FEET WESTERLY ALONG SAID LINE FROM THE SOUTHEAST CORNER OF SAID LOT 30 FOR A POINT OF BEGINNING, THENCE NORTHERLY AT AN ANGLE 88'45' ALONG CENTER OF SEAWALL 90.02 FEET, THENCE EASTERLY 130 FEEt THENCE SOUTHERLY PARALLEL TO SEAWALL 90 FEET, THENCE WESTERLY 130 FEET TO THE POINT OF BEGINNING. ALL OF THE ABOVE LYING AND BEING IN THE SOUTH 1/2 OF THE SOUTHWEST 1/4 OF SECTION 16, TOWNSHIP 29 SOUTH, RANGE 15 EAST c H I ~ o N II lI"CNOU" . DR, . ~ ~ ~ co o ~, ,.,., I U\ ~ " Q ~ Z ~,,, i O~ z C( 0 ~ "... ""c.t ~ :r.: 0 V~ o -' u.. Z ~ ti ~ "I -' :1:.... ...~ . :> ~ ~~ ::! 'lIlf ~ ~ O~ V MV ~ . W -.J <r: U (J) ~ h ~ C ~ FURTHERMORE THERE EXIST AN EASEMENT OVER, ALONG AND ACROSS THE NORTHERLY ONE (1) FOOT OF LOT 30 OF BLUFF VIEW C. PERRY SNELL'S ADDITION TO CLEARWATER, FLORIDA, FOR THE PURPOSE OF KEEPINC, MAINTAINING, REPAIRING, REPLACING AND OTHERWISE DEALING WITH A CERTAIN MASONRY DIVIDING WALL SEPARATING THE PROPERTY KNOWN AS LOT "M", OF HARBOR OAKS SUBDIVISION, FROM THE AFORESAID LOT 30, WHICH DIVIDING WALL DOES OR MIGHT ENCROACH APPROXIMATELY ONE-HALF FOOT (1/2') ON LOT 30 AS AN INTEGRAL PART OF THE PRESENT AND SUBSEQUENT OWNERSHIP OF LOT "M", HARBOR OAKS SUBDIVISION, AND SHALL CONTINUE UNTIL SUCH TIME AS EXTINGUISHED BY PROPERTY CONVEYANCE OR TERMINATED BY MUTUAL AGREEMENT OF RESPECTIVE OWNERS. IN THE ABSENCE OF AGREEMENT THE WALL SHALL BE MAINTAINED BY THE OWNERS OF LOT "M", HARBOR OAKS SUBDIVISION. (OR. 8903 PG, 2214) A "tA' )( MAP SITE NORTHEAST CORNER FIR ~ OF LOT M / \ \ / \ / \ / \ / \ / \ / \ I \ / \ / \ / \ / \ / \ / \ / \ / \ / \ / \ / J / SOUTHEAST CORN~R VOF LOT M \ / W__'~ \ "t Aj,."t. 7 l~, ~ FIR~ C / a O_F A/C//S WITH A/e / d 96'55' 43"(M) 112'~DJ " /CPARCEL lID, L__+-____~-_ n ~I ~ ~-----p . 10 [. ~'~~:5 2<~ 36" 8AK ~ ~ " (DEAD) r1 ~ 8 lo -4~. :: ,..-It 0 If) 10' ~ go in 1::..12" JUPITER ~ 4 6' rr) --:J - ----Fl:: - --- j \ I") 6' CONC WAll< ~r4'17"(M) ~POST -' \ _\~~ I'-S\''r\I'-L\ ~ I tr'ALM' [3 -1~O~~~J9~ Z / .0 0 rJ 0' ~ 9~ ~ ,9, \ ~ S 'W'/r FOP '~":"t.l~~ \ "" ,0. f2~5'--T FIR&C '......... ~. ---~L 358' ~ g, , I I ,e, o 23,55 c::J, , ~----i- s co N~. ()S EX. I ,"t' 2 0 ~ SPACES 6:;.45 0 ~ A I-ft? en N ~ "or- 8 lO, I >--' __ 0.1 !2 EX.,. COVER :0 or- "-=i \ 0.1 fJARKII\ G " """'--J r--- I ~ SOUTH 1/2 ~o. I t E ~~. (() i-g OF LOT----;m-- ".v /1 S 1 yeS .52' ~ -; o I "0 ~.o~ z 0 ~~ 00.1 I A 0 ~ of".. k 9, 5 EX. ~ 0.1 2:8 0.1 SPACES f".. ~'" 1-- -----0.1 b ~1~.~3~F CLEARWATEFa 6 a 13.12' ,s 2t:-4-2~-L ".~ 62.84' ~ DB. 1218 PG. 407 ~ 42.56' ,0, ~19.i" I I l or- r~ ~ CONC WALK ~ ~ 9.' ~~.O JI~D~~'EC; 2 SP CES t:::=:3~ \ \ _ _ +- _ _ _ _:' _~4~~3'(f &M) _ _!_ _ _P A VEN~N~ _ _ _ _ _ _ _ 1_ _ b:~O'(R)\ EX. bPACE 489193rR~M) I I -- ------- ~--~-- -----~ ~ \ ~ 1.1 I I I ,1.1 ,9.6 , \Z.1 FND NAIL & BOTTLE tr \~ \ ,.z F SOUTHEAST/CORN ,~,1 OF LOT 30 ,s,1 - ><--.- - )( LEGEND: FOUND SET NAIL & DISK FOUND IRON ROD FOUND IRON ROD & CAP SET IRON ROD AND CAP FOUND CONCRETE MONUMENT SECTION TOWNSHIP RANGE MEASURED PLA TTED CONCRETE SLAB CHAIN LINK FENCE GUY WIRE = UTILITY BOX = POWER POLE = SIGN FND. = SN &0 = FIR = FIR&C = SIR&C = FCM - SEC - TWP - RGE - M - P = CIS = CLF - Q - 0040 .J -I N.W.M. W.M. \ NES Comm.: NOTES: BENCHMARK UTILIZED IN THE DETERMINATION OF MHW IS PINELLAS COUNTY ENGINEERING DEPARTMENT STATION "HARRIS 0" BRASS DISK IN CONCRETE ELEV. 24.37 NGVD 1929 (ADJUSTED VALUE). MEAN HIGH WATER ELEVATION 1.36 FEET, NGVD 1929 BASED ON EXTENSION OF TIDAL DATUM FROM TIDE STATION 872. THIS MHW SURVEY DOES/DOES NOT MEED REQUIREMENTS OF THE FLORIDA COASTAL MAPPING ACT OF 1974, DATE OF REVIEW PENDING Drawn By: Checked By: Dated this 23rd day of April, 1996, UPDATED: 6/15/00 ___.J Ronald L. Hughes State of Florida Surveyor Registration No, PLS 3747 \ Issue Date: 08/24100 --,----_.- Revisions: No, Date ~ V\ ~0\ CORRECTED MAP OF HARBOR OAKS (PB. 3 PG. 65) Oescri tior \ o SOUTHWEST CORNER 10F LOT M FN&D III \ r------- I a, v L ro., 1.00' EASEMENT FOR WALL MAINTENANCE ~PER O.R. 8903 PG 2214 ~PALM /i CLUSTER )( ,1YF 8<6 P ALM o~o 8~0 CLUSTER SANITARY ~____ LIFT STAT~A/C U 12~ I L J I 1 PALM CLUSTER 8<6g]0 1.~ C/B BUILDING 850.00'(R) " r---------1 I I I I I I I I I I I I I I I I I I I I I I I 850.00'(R) 1------__--1 I I I I I I I , I I I I MEAN 01GH WATER ELEVATION 1.36 FEET ~ NGVD 1929, AS LOCATED 4/23/96 0 ALONGI FACE OF SEAWALL _________ II . I _______ ~ , I I I I ~85~00'mL _ --1 t\ f _ _ ~ND -':X" ~UT v L:::.. J .f.j, / ~- j ~,~ ~J 6 / / /PLAT LIMIT 412.23' 1 \ 9,e PALM! 6."t 91'15'0"(M ~~c 6.~ ~ r1 f~ .......ltl" KCP --- --- --::::.::--~ --~---- ~. -- -- :::: -- -- )( ::::::: .n - 6."t o PALM -, ~ 9,A 9'S CIS 6~~ ~')%32 / ___ f~ ~ 5.6 ~ ~ ~/j~/j~ // tA- LL LLj"""""'-- ......- PALMo <tL \,v \ @ 12' 220' 15 sP~X. ZONING: '0' REZQ}~f TO: 9LDR s' )( I 136.45' , 0' I ~o [ 0.40' ""~ INV. C0 ~~EAWALL \;::'~ 1.3' SEAWALL S ~S?'r\ p..\..."\ TO REMAIN c: I r.I\1 ZONING: EX. <n, ~ l.D "I \ ~ DESIGNfDEVElOPMENT o PERMITTING & BIDDING o CONSTRUCTION DOCUMENTS f>.6 s."t -- ::::::::::::::--'" :dJ(BASIN - - -- -- ::: -- -- \ -- -- '--- --::::---- - - ----::::--- --- --- ---=:----.... --~- ~ ~ _ - w w -~J;?- u .....- -- <( Cl.. --~-'-- Cl.. S,6 ~ - , - - ~ )( rr) - - ~ ~ :-t'l-. V./ l-o-DUMPSTER (:;'\ ciS WITH B,6 Q - - ~ ~ ..::b,G? I L _ PNL NAGE" ~ UGHT~.J.:~.9 /0.7' WALL ~gg~E\BIB\\ rr~~~~ ~1\O~ S"'9 ,f'" po~ 6,e :oy, ~ // ....... '/ 9.1 ~OP 1, \0.1 )( PALM V 00 FIR&C ) ~ ,.,--0 P ALM-::gv (\ 0000 ~./ ---;-~UNK TREE ~ i "-J iLUSTER- ~~ ~ ~" OAK~Z CLUSTER 14" OAKS 3\) 0 ~ 15'" \. r' I ;';~6' ; /' C \ 1- \; 6 6 ,-91'15'0~, Z OWN I N G: 'I' S :::::..,," MAGNOLIA () "'\\<-0\.~~ -"\\~G\::F)'\ ~ RE~ONE TO: 'L[l~1.00' <;Z~.64' ---trEX. ZONING: ! L r--' ,c, -"\<0 n € 1.\ ~SO ~5~ 6" AK REZON E TO: S~~\...\ <01'\ ~S u r-. 31.28' 51.72' ~ \ '" ~ ~ I'- \ r 0 ~ ~, 1 STY C8 S ~ f-- ~ 1 STY C8 S \^v' Q '-J ~ N) N # 210 -:q. "ON r;; -:: 10" OAK # 210 ()'~~/ /\ ", r S ,6.0 ~ ~ g LO~~~~.;'V~N1G/LOOR :'- JIll( LOWEST LIVING FLOOR ~ '" :v ~v ~ <D .;;t-'- o..~ ELEV.= 10.6 ()S~' ,\A ~ <\<(y ~ ~- 31.95' {) t')" 34.34' 0 --:~(3) 6" OAKS '\" .-:f;1}(' (,\V ~'r\~\...\ u 1'17.42'nl1.J ~ ~ o M'::~~~ \>--J ~ ~J p..S 91'15'0"(M) n ~ 1fl 38' 3 56' 8 .. /v.J \ 88'1~'0"(M) \>-- / ~~~~L U I -- (() y ,\, 6~9 ~&~ 6~~ .J:JJ \ ~ 6 GR ASS ~ ~ "~,:6 ~ PALM 10)< t 1. ft:), 130.00'(R&M) Ji L--PALMS ,r6' <3 ff.1R&C f,,1 ~ gs ~ :: ~IG ,07 ..2: ~'\'6 ME AL-/ I ~PALMS )( ~ U )-ItL~--~ ~S' , PAL S.6 ~OST \ ~ 0 \ ,. S.1 e ~,w / 0:: LIGHT POST S, ~-UGHT POST ON e S 6.A .) 6'S \( ON ciS S b .0 tiD-'o CATCH B~ -~ >< - 1.1 )( ~S?'r\ p..\ 9,0 )( ~ho'z _____~120.:.__2_STORY ::SONARY BUILDING " I~ " ~ g "" ~,35'lr-. I - I ~ " L ~ L "I \\ 8:65~ I 44~ \. M 77.90' ,,0:- 7.251Q -----""tt ~--6" RCP 9,A 1is II \ ~.1 SIGN ~ ~~ ct: :2 W ~ " f- ct: kfN &0 \ r-f---- -ti~() L- v 01 U -.J 0 ~ <( co f- r- (f) 8 ~ ~ ~ Z L W ALL FLU SH _/ W! DRIVE 130 OO'(R) - ~ w u <( Cl.. ~ l.D .- !r"C; 6,< D.'l lE!o)<~ ~ ,~~ ,;I; _.>.>j~,m "';V;?l ,e.6 (:tJ ,e.so\ . 4.3 o . ~~ o\~ :J\~o CX:c.O o ,1.9 \ w (..) IZ W C - I(/) W 0:: Z c::c ~ D.. <t :c (.) C> C> C> C'\J C'\J LD o .q- l!i ..-1 z 5 D- C) Z - Z o N w 0:: c::( o - 0:: o -' Q~ o:::~ e~ ~~ <Dc::( OW -r--J ~ U >- W ~ ::) (/) LLI W IX: t- \ OJ ..-1 +-' U o ::J .c. ~ 01 :3: "0 t!l :z: ~ :z: o N l1J IT - C> .q- o C> - o C> C> C'\J - (f) +-' U ClJ a c... 0.. - (f) 01 C .,., :3: ro c... o - a.: FND DISK .. " I _ it6 _ ~. 0'/ I / / ~.:J t" S,ge >6~ L :J. ;.,., ",'" 't..,'.' bTHIS DRAWING IS AN INSTRlNOO" Of soMer AND' ,SHAll REWJN THE PROPERTY Of' THE r ~NGINEER. AND SHAll NOT BE REPROO\JC(Q, ,f'UBUSHEO'~ USED IN !om WAY WITHOUT rnE ~ ~rn~~:~~ ~~rn (~.~: ,,' ;~.'.,"_, '/~J'I/!)r!)1.,/:, " /"i~II'.',r('19 '" : COPIE~-oF' 1lJ.4f":'~ '. NS'AAE,J7oT' VAL/DUNLESS EMBOSSEOWfyl.f!!J:~~,~IQN\N,?, ~~OI~~ErS SEAL ,"f' 1'[ C;,S If T "'" ,.,..' ,;:::1.4,\ \ ,,\.,' " 6.0 _ x 6,~JEFFORDS STREET *- 6U' R.-o. W. - ~- FND "x" CUT 6'S '" - 1.0 - x 5'~ )( - ,O.s )( C1.1 , t: ~ 1 ~~ 1.~ )( 6' >< ~Ar-A , V' , A V' , Q v AA ,v @e,:J ,~ , \ ..J 1~.A T'0,~,"t ~~.i )( 6.0 )( ."t QJ1. WIRE ~ -,.,