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FLD2003-06028 FLD2003-06028 405 N MYRTLE AVE YRTLEAVENUE FOOD PANTR PLANNER OF RECORD: MTP ATLAS # 278A ZONING: C LAND USE: CG RECEIVED: 06/18/2003 INCOMPLETE: COMPLETE: MAPS: PHOTOS: STAFF REPORT: DRC: CDB: CLWCoverSheet RECEIVED LEITER OF TRANSMITTAL FROM: JUL 2 1 LUU3 PLANNING DEPARTMENT CITY OF CLEARWATER MYERS & ASSOCIATES ARCHITECTURE, AlA, P.A. AA-0003461 9170 Oakrlurst Rd., Suite 3B Seminole, Florida 33776 TO: ht1LV- ? ~~'f COMPANY: Gll"! Ot CLeflfLWMb<- DATE: rj'2-J/ O~ RE: ~C~ rroD 1>Jm7f2{ WE TR~N~'T: ~erewith I ) Under separate cover FOR YOUR: I } Approval ( ) Information I J Record ~ ol; to W\'tltTUf ~istribution to parties ( ) Review and comment "b<use THE FOLLOWING: >N: Prints I ) Specifications ( J Change Order I ) Submittals COPIES: It;> )~ }~ 4rf;~D? t1~!'O?J (/ujoo I ) Shop drawing prints/reproductions ( ) Samples ( ) Product literature I } Other DESCRIPTION: ~\)YLV~-( UU/G P/2.-~WYUr') .A~li nWV\J~ Go '"bnl'l\AMiD S REMARKS: BY: Phone: n 7 - 595-7100 Fax 727-595-713 & E-mail. my",,,,,eh@ix neteDm com 1r PROJECT _f/Ot VICINITY MAP d' "" ..' , 405 MYRTLE AVENUE NORTH CLEARWATER, FLORIDA FOR RON DICKMAN, EXEC. DIR. 1855 HIGHLANDA VENUE CLEARWATER, FLORIDA 33756 INDEX OF SHEETS C-1 C-2 C-3 C-4 C-5 COVER SHEET HORIZONTAL CONTROL/SITE PLAN PAVING, GRADING & DRAINAGE PLAN UTILITY PLAN CIVIL DETAIL SHEET CIVIL AND UTILITY DETAIL SHEET .- PARCEL 1: LOTS 1, 2, 3, AND 4, AND THE EAST 4.69 FEET OF DREW COURT,BLOCK "A", BON AIR, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 5, PAGE 77, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, LESS AND EXCEPT THE FOLLOWING: LESS THE WEST 14.38 FEET OF LOTS 1, 3, AND 4; AND THE NORTH 7.5 FEET OF LOT 4; AND LESS THAT PORTION OF LOTS 1 AND 2 DEEDED TO THE STATE OF FLORIDA IN O.R. BOOK 815, PAGE 616 AND THE WEST 7.78 FEET OF A TRIANGULAR PARCEL OF LAND IN THE SOUTH 100 FEET OF LOTS 1 AND 2, BLOCK A OF BON AIR SUBDIVISION, O.R. BOOK 636, PAGE 356. PARCEL 2: LOTS 36, 37, 39, AND 40, DREW PARK, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 3, PAGE 40, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, LESS AND EXPECT THE NORTH 7.5 FEET OF THE WEST 40 FEET OF LOTS 40. LEGAL DESCRIPTION EACLE CONSULTANTS; /NC CIVIL ENGINEERS · ENVIRONMENTAL · LAND PLANNERS · SURVEYORS 8514 Old County Road 54, New Port Richey, Florida 34653 Telephone: (727) 524-9666 Fax: (727) 524-9328 EB No. 9497, LB No. 0000 ~ GI~ ~~ J 1 I i j ff/~ 1 V)~ J1J / L ~9A ---} l I / ~ ~ALM BLUFF '7 J I / METTO .~ o. ('..! .~.. '. 'Cl, -1 '. :=> -, I \ ~= .... GRANT I CARLTON RUSSELL TANGERINE f-- ENGt.4AN LASAlLE . is - Ci "\ ~ \ PALMETTO - / J I ; ~/ I;,~ ~ SOONOlfST SITE / 1:7 ~ ELD~DGE Sf . r-- WPLE \ I (~9~!l! /."'" p~ ~ ~ ~![ fWlT -a.- l"I z: g JONES '59Ch- ~ : I (RoVE tTREET ~ Gl r- c:r SEMINOLE ELDRIDGE , L , , JACKSON oaEW ..1 ~ -,~~ '\'t.~ _ )( GROVE - l5 LAURA 160L it' ~ -... ~ ( 60 \ Cleo NoterO !:,ARK \ \ PlrrtCE \ / ~ / \ ~ ~ ~I ........ COURT \ - I I 0 I / 'r-w ~ ~ let / 651 ) / GOULD R 1 NOT TO SCALE LOCATION MAP WARNING CONTRACTOR TO CALL "SUNSHINE STATE ONE CALL" 1-800-432-4770 48 HOURS PRIOR TO ANY CLEARING OR CONSTRUCTION FOR EXISTING UTILITY LOCATIONS JUL 2 1 ~uu: r.", .t; , '~ II II \I II II II II II II II II II 1\ II II II II II II II II II II II II // // =- ---- - ----. """ "'\ \\ ) I ,......, ,......, ~.a.. !I! \0.0 .- 0 ~Io .- 0 bb 00 Zlz I 120' x 20~ SITf; TRIANGLE. (TYP) I I I I I I I~ 1"'1:: lLJ I~ ~~ c~ il ~ ;1 <: ... ~. I I I I I I ~ ~I \olr.... ..- co ~ N ..- 0 gl~ z I I I I \~ \.... c EXIST, SIDEWALK TO BE REMOVED BACK TO THE NEAREST JOINT FOR DRIVE CONSTRUCTION N 00'00'00" E 7,50'(P)(M) N 00.00'00" E 5.00,r 13.0' [5( S 89.57'19" W 5' a I I . 15,0' , "\ 5.00' ;:'::'" \.. 9' o o '- 6j/ ?2 '- ~ 0) r. -:-:: ,:-:- I: : >,:,;, ::'" 1:,,<.\; I - 12' 5'1 12' 14 -\ '\~ l) -:-, -, ':"<,:",1 ~ ' . I o ......., - I ~ INDICATES I CONCRETE I -l I ~' ~ 0'1 (3) ~\'< :t",0L"5'cONGllPf:tB.'Y:"""'" <,,, ,--" \/ / HANDICAP RAMPS.' :~' \", '-- PER A.DA SPECS.<' '" /' (3) HANDICAP SIGNS I PER A.D.A. SPECS, .:':s. '< .~ ..J ';'\':: IiI \1'-. _.w. ~' O' .;z:. '0 .::(5' ,\0' o :-:" . Cl Z o a.. z o i= z UJ Cj a::: PROPOSED OFF1CE BUILDING " ~::~r' .'; ., . .. .' . ~ :5t - 19.0' 24.0' 270 . ... . Co I'.', " -:t I ....-. 1'., . ,. :.' ;<~ ~'~~ MDR 60,05'(M) 60,OO(P) --I @ t @ 0'1 19.0' SEC. 1 0, TWN. 29 S, RNG. 15 E. ~~ PINELLAS COUNTY, FLORIDA ~i If) . lX) ('oj ~~ t') OJ I ~~ ~ ('oj ll'l t')- ll'l ,..... . ID ('oj 0 ~~ ~ ~ ,..... 0 ll'lt')'-" 0 '0 .. 0 o 0 X o :2 ~ 0 ~~ a:: ... z 0 >.G: ~ -- c: >. ID :J W ID " ~i O'cID o ,~ OJ OJ ~ '00:: I OJ - ~ o t ('oj 0 ~ 0 ll'l Z 8~ -0._ ~ ~ ,..... m W ('oj w Zt:. w Cti . c ~ If) 0 ,c 0:: c. W W Q) W I- Z ~ <3 z ~ W ...J 5 u ONE STORY MASONRY BUILDING I , 5.00' ONE STOR:.-1 iv-JOOD FRAM", I ......... 12- ......... a.. ........ o I"') o l.O N I I~ B o o b o Ill) I DUMPSTER PAD PER CITY CODE/SPECIFICATIONS (SEE DETAIL) I I': N rD" E 116.32'(M) II t\1..~1 ~G:l / - - I \~ ~)~ STOP SIGN III ~ '/:,-z,.... R 1 - 1 ; ~ ~ r'i~:.i..c:rOp BAR Ir'l';';,'~~ fffi^ II~ ~'d ~~.. ~ I " IV f;;.1 f- :ffir -) u I:: ~\\.",~y .. .. ~ ~:-0.)> , -= ~ ~s::>y W ~: ~ ~ ~ I ~ h~k~ ~ .I -._ II r:., . . ..00 If. [:;'Jj 4. 5' IlJ I:::r I I ~ ~ }lD I', t!~ I~ I'~FI 1(1 r-I'j , 11',1 1,~.1 ~ 11 f' I ~I ~J L':'I' ~II'J 1::1 ~ ~III' ~.' ~~ ~ h~'} Il~ ~II,I Iii I!~ I II ~:1. IU !.. II'~I ~J : I f,1 (.:1 1\:1 r'<J'".'.~ l ~ ~ 1 4.~ 5' J'" ''" ~ DO NOT ENT R IJ I ,.~l . I ' '::~ n SIGN R5- 1 I :-:- I ,: I..::.'J tv ~ .p~, II~:<; --..:.:!..9' ,,!lll~ ~~. I \ ... /J.5~ if) N '/ ~ -------- i/ / ': 4~ L 57 5'5J" "'1-' ..to.../ ,~. ~ :". I // i// 'l'^ ...... l\,) (J1 ~ '. . '~~~14".E--:;-. 4' : iL.;... ; .'--:- .~.~ 1.~~.20' ':.L,~~:'.'<:' ~':\~ -) HART STREET --) - - -) ONE - WA Y (EAST) --) _ _ == == -':::::=-:j':=- .:::::::: yz- .:=- .:=- .:=- _2' CONCRF:fiVRC=- -=- .--r- ~ -:::=- -==- - - - I - - 4.5' CONCRETE SIOfWA-;;;- - - 'l~~~ - - ~ - * ,- -1~1- - - --liT II r I~I I ~ ~ I~I II / t L I 8 I )~l )~ \ -~ I ~ ~ 'M o C) N T-I ~. --J :::> ., . Scale 1 " 20' . . - - MDR LEGEND FCM FOUND CONCRETE MONUMENT FlR FOUND IRON ROD SIRC sa 5/8" CAPPfD IRON ROD No, LB7D78 FlP FOUND IRON PIPE (C) CALCULATED MEASUREMENT SN.tD sa NAIL de DISK No,L87078 (D) FURNISHED DEED MEASUREMENT ~ TOWER BASE (Ai) FIELD MEASUREMENT (P) PLAT MEASUREMENT "0 GROUND RING O,R, OmCIAL RECORD ~ UTiLITY POLE PC, PACE -+- CUY ANCHOR P.O. 8, POINT OF BEGINNING M IRRIGAnON VALVE' P.O,C. POINT OF COMMENCEMENT A/e AIR CONDITIONER P,O,T. POINT OF TERMINATION LFE LOWEST FLOOR ELEVATiON WE DENOTES UTILITY EOUlPMENT R/W RIGHT OF' WAY +9 FlRE HYDRANT ASSEM8L Y OHW OVERHEAD WIRE 00,00 SPOT fLEVATION OHG OVERHEAD GUY WIRE 0 NCF NO CORNER FOUND/SET OAK TREE (SI?E AS HOW) [W WATER METER ~ PINE TREE (SUE AS HOlEO) . DENOTES BUILDING AREA * PALM TREE (SUE AS NOW) >- 0::: I- Z <( 0... o o o LL ONE STORY MASONRY BUILDING DUMPSTER PAD PER CITY CODE/SPECIFICATIONS (SEE DETAIL) TWO STORY WOOD FRAME r-- .00' I ISHED I OW w'" lk:W wlk: >u 02 uO U ONE STORY WOOD FRAME 20' x 20' SITE 1 TRIANGLE (TYP) -) -) ~ -~----+- ~ C=i- -- I i I I i I I ~ I ~ I 405 N. MYRTLE AVE. w ::> z w > <( W -1 I- 0::: >- ~ _.J. z <( .-J (L 0::: o w ~ (f) '" .-J o 0::: ~ Z o U .-J <( ~ Z o N - c:t: o I W<.D .::::>Lf) () ZI' W W I") >1") GS <( . Cl~ .. .. Z ~ Z <( - lo. -10::: <{ IW ~ 01- -<( ~ I~ () If) ~ o ~~ ~U z o 0::: 1")1")1") 000 I I I WI")O~ I-......NO........-- <( I I I Cl I") I") If) 1")1") o 0 I I ~OO I I ~ ["'-.. 0:: a::: a::: a::: a::: w w w w W l- I- l- I- I- <( <( <( <( <( ~ ~ ~ ~ ~ a::: a::: a::: a:: a:: <( <( <( <( <( W W W W W ....J ....J ....J ....J ....J U U U U U u... u... u... u... u... 0 0 0 0 0 >- >- >- >- >- l- I- l- I- I- U U U U U 0:: a::: a::: a:: a::: w w w w W 0.. 0.. 0.. 0.. 0.. Cl Cl Cl Cl Cl (f) W W W W W Z (f) (f) (f) (f) (f) 0 > > > > > (f) W W W W W > a::: a::: a::: a::: a::: w a::: ...- N I") .q- LO ~ DATE 2/14/03 PROJECT NO. 030031.1 DRAWING NO, C-1 EXIST, SIDEWALK TO BE REMOVED BACK TO THE NEAREST JOINT FOR DRIVE CONSTRUCTION 2J,98 25,J 24.49 24,21 203,16 OFF-SITE BASIN NORTH ONE STORY MASONRY BUILDING /~ / I / PROPOSED SWALE / (SEE DETAIL) / / 25, 24,40 / EROSIC ~ CONTROL /:23.351 **' ~3;t. - - -2"3..;31 - -r- "2:i.9;j - "" 24.28.h, / (SEE [~AIL) "I **'**' , \ /'?~" ~ , I I~'., **' **' - - 124.10 ~ E ....::r1-..r:iJ n:::/-. ~ =--.- - 2~'JJ . .' **' __" I A 1 (() ~ (#.. 1~ ..., "2;.501 (!A. "';'~ N24.351 \ I II. I.'.... ~'" ~ ')...,.. -....., v--- - :-"^- - - r-.=, ~ ~ \~O.,....,. ~ ~ d~~'. \ V J tl. '. ... . DO ~~:"J ~?"'\."- -' .. "'..... 2 ~1'1 ~. (L":' 23. S1Q'PfSIGN'J e.r: _ _ ',,',:: '\ ~ 4,....,,1 ' . - ./ ~ PROPOSED SVfLE II ~17~ IIJ ~ 9(i R1-1 ~ ~. ~- 24' ~'~,:~ \ ~ # _ ~ ~ II (SEE DETAIL) ~ II ~. ~ If?" V / ^; BAR '0 ~ ~~ ~~ I ~9.~~ ~ ~ ~ ~V < 00 ~~JH24.29 \ ~I 0 '1 r '~'I ~ ~ ~>- 4~ to'e \ \,~,/J!2lf'~,'~,:j / ~ SIDEWI...K I~ r>- 8"" ~rr ~ \ II ..- 0 I'~ r ". ~.../~... ~ ~,,~ l:,/j' / ru~ ON GFADE I' \... ~r? 'V? STORM MANHOLE \ 8 8 ~'l I; I 1 FDOT TYPE C INLETr r~,.:..."", -:::., ':::-~~..':.'.":'-,,-' #> - 8,.1#....24..:J'"' 2H I TOP= ELEV,= 24.12 , II zlz ~-:?~o 11,:1 r:. k ~8" GRATE ELEV,= 22,66 I:"".. ~:.., I~" ;'v I I.E. 20.54 z\ ~.I 3tO,% y 0,86% I.E.= 20,23 II III ~11~ . t1 "''' '" ~ "",.~ ~ ~~). ~ 124 LF 121 X 18" ERCP I . 1 1 :~ 0 II 20' 20~ SITf;~:: I.... ~~"-': 0W36' ~ ~ r 2.l8"'" \r r 245 ~ )7 III ~3 ~~4~5" , TRIANGLE. (TYP) ,.~.:'-." ~'Y' r _ \ .... _ ~ ) II I II:' 7 2.~;> L~ /;~. ~rr~ ~~J &; 0 ~y ~t~i~\ ~_c ,~ ..,. ~.. 1~1 FOOT TYPE C INLET ' II SECTION f I ~ 1:;t2 ~ / 2~ 82~'l:::' ....' :~, " :...... . ~ ,,'H' ,~v~~. >.:.'.c '); 0 ~, "~~~~~O.~'f'= 23.90 \ ~ ,/ , II ~~ ,0 II 24.161 , I . I 1.8(~ \ II ~ "-::- * .. ~ ff II / \ II I Y '- - /-{24.09 , ~ J 129 LF 15" Rcpl ' II @ ,.."'~~ / 6l'},.~ ('I 0 0.50~ I ' 2~65 " 1 0'" 1 l>i' (4 2J. I 2 23.5 \:" ~~~,/ "V" I I 1 11 E( ROSION ICO)NTROL , ,:t 2lJ ,,0 "',." '0' 0.. -./V'- II \ II SEE DE1tAJL I . . ! II I ~ ,1;1.0 1'1 ~ g g~ ,.., ~ ~ 1 O"'~ / ~<4.03 ~c~iif j. "'C kl r:~ ,~~;;;g C> PROPOSED OFF1CE BllJ!.IlING ':: I ~ '" ~ {~! ) \ II 22,8 2J.J ~;.;0. 8' ,/,;'\, \ II ,52 F.F, ELEV,= 25.00 :~"j ~ h:1T^- " /' 3.96 , lu [ ~~:;. ~6 DUMPSTER PAD PER _?J, I N 6" CLEANOUT 22 ,,~ ,"', .{>joQ~ CITY CODE/SPECIFICATI~S III, ~ ~I::I 1.'1 I... ti! / @ r~:. ~tg: :: ~g:5gJ'VV'v' r0 I'::'.; S'1C( ~ "'rL I ~ (SEE DETAIL) -' / EXIST. WELL TO BE PROTECTED ~ >:: ~III I / 2J6 ~ ~ 249 251 ' DURING CONSTRUCTION I I a. ~ ~ I' (:", ~ 'Y ~5 oLt6~ 6" P.(? 14" 23.J. ,r ^ <' . 1 , / II ~Il '( 215 ,. V ~ >11 w~~ ~~~~~ // ~ ~ f':H I ~ 23.7 OUTFALL STRUCTUIRE ,.: '~rr~~--~ ) -...l?3.901 / / II [;l. -.;. ~;.. 118 GRATE ELEV. = 22175, ::' '6>~ I ./ - , I ~ ..... ~ ~ I <::..... ~ I WEIR ELEV, = th 15', ,/... rl PRO'Ft~ED SWALE II ... II J ! . F III / INV, ELEV. = 1l-:'60 (6" l ',:'.: / I (Sij/hETAI ) ~ I(l] 1/ INV. ELEV. = 17.50 (15 ) / 1,0% II 2~J6 tl'll~l ~1~1" III~ II SCOUR AS NECESSARY ""/ ~ ~ I ~ 25.// -.rv- ,~--, ~:R" \v ~~g~~E~~~f!AL) 136 L F 1 ~' R C P . TO ACHIEVE A 6" GAP < o. 9" ~ , 1.56 " r" "'1Ni'" I ' ~ BETWEEN SKIMMER & '", @AVfl'.252 STORM ORAIN -.. 'i. I@O'28%11.:;,}llr/,POND BOTTOM ,::'~ '[1; (2" 00 ~ ~ ) : I . W',56 111 I ,", : ' ~. -"'v""...- \25,2 8(0... 'I.., 111 SHED II CONN~~TI PROPOSED 15" R.C.P. ~. '" 2 0 ~ ~ . "7 \ V ( i4 I w TO E~ISf. CATCH BASIN I ~Il I \. ~ ~ 23.9 24.2 24.4 ~~ DO NOT ENT R ~ j .' I 81- / INV y-Et'EV. = 17.40 '\,~ r. :- II" ~ ~ I SIDEWALK h / :., , ."~ SIGN R5-1 I ~ ~~ I I ~5 ,/ / w~"b~ SFTROA~E 2-;;;;- .:::: ~65 j i\ '~< n ~ /l.. 2(/' I: ON GRADE J I~ ,~b", \\ ~'f'.\ 2<" '- "' ~.,..I Jl8-" - 22~sr.STORMM'H,-..I~~t':1 ~1" .....,., -~ \ "~,,, h~ ,jJ 1 4c CATCH BASIN c, -v"'V"'- ......, / - ~ . :// W ~. - ~I' ?tg :: ~Jgg; I,: e ','J ~ 21.00 ~~' '~'\I~": ~.7'k", '); '); >/Z:~=-I Ilj~23,77 ~~15\' 23.7....... ~ ---.......... 22,OOY>~~ ~.'. '/,fJ0-*' 23" / ^ f1 I~I' . I~;~';:. __ ~.4 ?~?~ ~\"~~_~.:~<':~ ~ 242 ~I< \) c~~~~,~.AH23,70 fl8.62~ \,',':", ':. ~~"~'~"~::: - - ,\.. /~;S ~ t 19]J /, ~;--1 ]4,5 ~" ; ~~"~"'~~~~~~~~~~~~' ~~'~"~Iil~'~~~& 20'x20.~i . c:r~::Gpl;S;z""-... ~ --:.i.. 2~'7- ___.oL' ',. . ~, -' . "":-: ...,.. - ..!.-.7.... .--..:..:.1: ~rJ"":-:" ~. ~ ~ 'I TRIANGLE (TYP) 'I 2f:7s- ..~.,,~ ---:-:-"", .,'.'.~ '-":-:-r:..:-- -:::::IL:::::. -::-:-- .,,~.; ~',"-;- 24,' I ~12UJ----- [.~---\---~-HART~TRfET -":" -- _ ~ -= _ -~" I L7----~----~~=~~~~~~WAY-~g)------------~-------- /. ..2J-2L- ~ - - ~ - - - -2' - "ECRUB- - - -=1'Zl.a.. -~- - -=-r I ( ~.-C2.>>- ::= == ::= - - - - - - - ~RFJ:Lf - - - - ~ -::::- - - - - - - ;;:-CONCRITE SIDF:WA-;;;- - - - - - - - - - : ,,(/ 4S'C~rr~'~ - - ~ - I ~ ,- -I~I- - - - - I~I - "I ~ 1 -1- ~ T - - - : II r I~I ~ I )~I I~I I ~ I I ~ I 1,1,) / [L -j 8 I ~\ ) ~ l ... I 8 f EXIST. SIDEWALK TO BE REMOVED BACK TO THE NEAREST JOINT FOR DRIVE CONSTRUCTION 1,050 S. F. DUMPSTER PAD PER CITY CODE/SPECIFICATIONS (SEE DETAIL) SEC. 1 0, TWN. PINELLAS 29 S, COUNTY, RNG. 15 FLORIDA OFF-SITE BASIN WEST 6,380 S.F. 25.4 21,64 - -...... ""- "'\ \\ \ I 21,,36 1014 21,41 + 3:1 L-- EXIST, SIDEWALK TO BE REMOVED BACK TO THE NEAREST JOINT FOR DRIVE CONSTRUCTION lolt-.. ..- IX) ~ N ..... 0 gl~ z I I I I \~ \.. Scale 1 " . . GENERAL NOTES: ~ ~ - - 20' LEGEND 1. ALL ELEVATIONS REfER TO N,G,V.D. OF 1929. G.C, TO CALL SURVfYOR FOR ONSITE BENCHMARK. 2. ALL WORK TO BE DONE ACCORDING TO LOCAL REGULA TORY AGENCY STANDARDS AND SPECIFICATIONS. 3, ALL DISTURBED AREAS 'MTHIN PUBLIC RIGHT-Of-WAY ARE TO BE RESTORED TO ORIGINAL CONDITION OR BETTER. 4. CONTRACTOR TO NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE PLANS AND FIELD CONDITIONS PRIOR TO COMMENCING WORK. 5. ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTRACTOR TO VfRIFY ALL LOCATIONS BEFORE BEGINNING WORK. 6, THE CONTRACTOR SHALL PROVIDE ALL BRACING. SHEETING OR SHORING NECESSARY TO CONSTRUCT AND PROTECT ANY EXCAVATION AGAINST COLLAPSING, TRENCHES SHALL BE KEPT DRY WHILE PIPE IS LAID, DEWATERING SHALL BE PROVIDED 'M-IERE NECESSARY. 7. ALL PIPE SHALL BE PLACED ON DRY, UNDISTURBED SOIL. WET UNSUITABLE MATERIAL SHALL BE REPLACED WITH COMPACTED SELECTED BACKFILL MATERIAL. 8. BACKFILL MATERIAL SHALL BE SOLIDLY TAMPED AROUND PIPES aN 6" LAYERS UP TO A LEVfL OF AT LEAST ONE FOOT ABOVE THE TOP OF THE PIPE. IN AREAS TO BE PAVfD, BACKFILL SHALL BE COMPACTED TO 100~ MAXIMUM DENSITY AS DETERMINED BY AASHTO T-99. 9. CONCRETE SHALL HAVE A COMPRESSIVf STRENGTH OF AT LEAST 3,000 P.S,1. IN 28 DAYS, UNLESS OTHERWISE NOTED, 10, PROTECTION OF EXISTING STORM SEWER SYSTEMS: DURING CONSTRUCTION ALL STORM SEWER INLETS IN THE VICINITY OF THE PROJECT SHALL BE PROTECTED BY SEDIMENT TRAPS SUCH AS SECURED HAY BALES, SOD. STONE, ETC. 'M-IICH SHALL BE MAINTAINED AND MODIFIED AS REQUIRED BY CONSTRUCTION PROGRESS. FCM FOUND CONCRITE MONUMENT SIRC SCT 5/8" CAPP(() IRON ROO No, LB7078 (C) CALCULATED MEASUREMENT (D) FURNISHED DEEO MEASUREMENT (1.1) FIELD MEASUREMENT (P) PLAT MEASUREMENT O,R. OFFICIAL RECORD PC, PAGE P,O,B, POINT OF BEGINNING P,O,C. POINT OF' COMMENCEMENT P,O.T. POINT OF TF:RMINATiON LFE LOWEST FLOOR ELEVATION R/W RIGHT OF WAY OHW OVERHEAD WIRE OHG OVE:RHCAD GUY WIRE NCF NO CORNER FOUND/SET IYll WA TF:R MITER _ DENOTF:S BUILDING AREA FIR FOUND IRON ROD FlP FOUND IRON PIPE SN.tD SET NAIL 4c DISK No,LB7078 ~ TOWER BASE (5 GROUND RING ~ UTiLITY POLE -+- GUY ANCHOR M IRRIGATiON VALVE: AIC AIR CONOiTIONER WE DENOTF:S UTiLITY EOUIPMENT ..p FIRE HYDRANT ASSE/J8L Y 00,00 SPOT ELEVATiON o OAK TREE (SI?E AS N()T[lJ) @ PINE TREE (SUE AS N()T[lJ) * PALM TREE (SIZE AS N()TElJ) 405 N. MYRTLE AVE. SITE DATA ZONING = "c" USE = SITE AREA PROJECT AREA COMMERCIAL / OFFICE GENERAL = 42.758 SQ. FT. = 42.758 SQ. FT. (0,98 AC,) (0.98 AC.) 11, THE LOCATION OF ALL EXISTING UTILITIES SHOv-N ON THE PLANS HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVfNIENCE OF THE CONTRACTOR/SUBCONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR ACCURACY, PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY IT SHALL BE THE CONTRACTOR'S/SUBCONTRACTOR'S RESPONSIBILITY TO NOTIFY THE VARIOUS UTILITIES AND TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOCATIONS OF THESE UTILITIES 'MTH THE OWNER Of THE UTILITY. THE CONTRACTOR/SUBCONTRACTOR SHALL EXERCISE CAUTION 'M-IEN CROSSING AN UNDERGROUND UTILITY WHETHER SHOWN ON THE PLANS OR LOCATED BY THE UTILITY COMPANY. ALL UTILITIES WHICH INTERF ACE 'MTH THE PROPOSED CONSTRUCTION SHALL BE RELOCATED BY THE RESPECTIVE UTILITY COMPANIES AND THE CONTRACTOR/SUBCONTRACTOR SHALL COOPERATE WITH THE UTILITY COMPANIES DURING RELOCATION OPERATIONS, ANY DELAY OR INCONVfNIENCE CAUSED TO THE CONTRACTOR/SUBCONTRACTOR BY THE RELOCATION OF THE VARIOUS UTILITIES SHALL BE INCIDENTAL TO THE CONTRACT AND NO EXTRA COMPENSATION 'MLL BE ALLOWED. THE USE Of' A CONFLICT STRUCTURE MAY BE USED IN LIEU OF RELOCATING ANY CONFLICTING UTILITY PROVIDED THE OWNER OF THE CONFLICTING UTILITY AGREES TO THE USE OF A CONFLICT STRUCTURE. 12. SANITARY SEWER SYSTEM: ALL SANITARY SEWER PIPE SHALL BE P.V,C, SEWER PIPE CONFORMING TO ASTM D-3034, S.D.R. 35, UNLESS OTHER'MSE NOTED ON PLANS, INST ALLA TION OF P. V.C, SEWER PIPE SHALL CONFORM TO ASTM 0-2321. A LATERAL SEPARATION OF AT LEAST 10' SHALL BE MAINTAINED BETWEEN WATER AND SEWER LINES, WHEN WATER AND SEv.{R LINES CROSS. A MINIMUM OF 18" VERTICAL SEPARATION SHALL BE OBTAINED, EXISTING BUILDING EXISTING ASPH./CONC, EXISTING OPEN SPACE PERVIOUS AREA PROPOSED BUILDING PROPOSED ASPHALT & CURB PROPOSED CONC. SIDEWALK PROPOSED OPEN SPACE IMPERVIOUS AREA PERVIOUS AREA FLOOR AREA RATIO P ARKING TABULATION REQUIRED: SOCIAL SERVICE AGENCY 13. CONTRACTOR IS TO PROVIDE EROSION CONTROL/SEDIMENTATION BARRIER (HAY BALES OR SILTATION CURTAIN) TO PREVENT SILTATION OF ADJACENT PROPERTY, STREETS, STORM SEWERS AND WATERWAYS. IN ADDITION CONTRACTOR SHALL PLACE STRAW. MULCH OR OTHER SUITABLE MATERIAL ON GROUND IN AREAS 'M-IERE CONSTRUCTION RELATED TRAFFIC IS TO ENTER AND EXIT SITE. IF, IN THE OPINION OF THE ENGINEER AND/OR LOCAL AUTHORITIES. EXCESSIVf QUANTITIES OF EARTH ARE TRANSPORTED OFF-SITE EITHER BY NATURAL DRAINAGE OR BY VEHICULAR TRAFFIC, THE CONTRACTOR IS TO REMOVE SAID EARTH TO THE SA TISF ACTION OF THE ENGINEER AND/OR AUTHORITIES. 1 SPACE PER 250 S.F, TOTAL SPACES REQUIRED = 44 PROVIDED: 2 SPACES @ 12' x 19' (HANDICAP) 36 SPACES 0 9' x 19' 14. ALL UNUSED DRIVf APRONS TO BE REMOVED PRIOR TO ISSUANCE OF A CERTIFICA TE OF OCCUPANCY, 38 SPACES PROVIDED 15. UTILITY POLES TO BE REMOVED/RELOCATED AT THE APPLICANTS EXPENSE, 16, ALL SUBSTANDARD SIDEWALKS AND RAMPS ADJACENT TO OR PART OF THE PROJECT MUST BE BROUGHT UP TO CURRENT STANDARDS INCLUDING A.D.A. = 0 S.F. = 0 S.t. = 42.758 S.F. = 42,758 S.t. OR 100% = 11.092 S,F. (GROUND FLOOR) = 14,592 S,F. (GROSS BUILDING) = 16,435 S.F. = 1,231 S,F, = 14.000 S.F. = 28,758 S.r. OR 67.2% = 14.000 S.F. OR 32.7% = 0.26 E. C"') <:) ~ ~ CI! ...J ;:::) ""1) :1 >- 0::: f- Z <( a... o o o lL. W :J Z W > <( W ---1 ~ 0::: >- ~ I") o I W I") I- ....- <( I o I") ~~ ~~ (/) . ~ffi ~! ~~ ~~ ~i 8~ lLJ . ~~ ~; Z ~; U 1')- 11')1"- , to N '<t o:t I"- 11')1')........ '0 .. o 0 x o :2 ~ a: '- o >.G: .... c >. to ::J CII to o J:: \0 <.> u Ol '0 ~ I - '<t OtN '<t 0 II') - a.. II') ...... co ~ I"- CII N zt:. co N I') Ol I o:t N II') o o o o o z CD .J ,..: Ol o:t OJ o z CD w ;u c: o J:: 0. V V I- DRAWING NO, 0::: o wu) ::::>11) () z r--.. W Wt') X >t') W <~ OLL .. .. Z ~ Z < ~ ~ -10::: <( IW 2 0~ -< ~ I~ () II) ~ o ~~ ......u z o 0::: I") I") o 0 I I O<D N 0 ..-- ..-- I I I") t1) C-2 z <( --I 0.... W C) <( Z - <( 0::: o o z <( ... C) Z - o <( 0::: C) ... C) Z - > <( 0.... I") I") o 0 I I <D 00 I I <D I'- 0::: 0::: 0::: 0::: 0::: wwwww I- I- I- I- I- <( <( <( <( <( 3= 3= 3= 3: 3= 0::: 0::: 0::: 0::: 0::: <( <( <( <( <( WWWWW -J -J -J -J -J UUUOU u.. u.. u.. u.. u.. 00000 >- >- >- >- >- I- I- I- I- I- 00000 0::: 0::: 0::: 0::: 0::: WWWWW (L (L (L (L (L 00000 V)wwwww V) V) V) V) V) 6>>>>> v)wwwww > 0::: 0::: 0::: 0::: 0::: W 0::: ....- N I"') -.::t t1) <D DATE 2/14/03 PROJECT NO. 030031 .1 II INDICATES APPROX. LOCATION OF EXISTING 10" WATER LINE INDICATES APPROX. LOCATION OF EXISTING SANITARY SEWER LINE STORM DRAIN_____ .\ 1',<1 II. (;~:1 I 11..1 ~ I r:I'~"';' I.~.. k:'1 ~l .;: · 1i.,I f') III Lj I:~ L :.,1 ~'I . .... PO'ER~c-cC I(~II I" j I;::~I POWER~~:~ 11:.1 I<~~ , .... I I iJ I:,;:r I III [~"~ '\8 ,!; .'. I.~FI Ir:\ :*' I 1\;.1 r~j ~ \1 .,:. ~I, ~;;. ~Itl I\i ~11'1 '.' ~ ~ : ~';'.I ~~ ~1I1 I;:J II~ ~ll,1 I~~I. I ~~ :k.. !~ ~ ill tI.i ItJ II 11'.1 ~..I : I f.1 (:;1 111 k{1 IH r~.,;J I"' ',-" E~ST. STORM M,H, ----- t. . 4e CATCH BASIN TOP ELEV. .. 21.80:% I . INr fLEV. - 1 7, OO:J: : I I I 1-- ~.CL I~I~ I.. I (,0, b .- 0 I ~I 0 .- 0 I b b 00 I zlz . I I I I I I I I I I~ .~ I lu I~ ~~ o~ il !..l ~. ~ ~I~ ~, 1 I I I EXISTING SfWER MANHOLE L NORTH RIM ELEYAnON.. 21,80 NORTH INV- 14,4.5 1SM SOUTH INV- 14,4.5 EAST INV. 14,.50 - -.... ........... "'\ \\ ) I I I I I I I I 101r--- .- CO ~ N ..- 0 gl~ z I I I 1 \~ "- N 00'00'00" E 7.50'(P)(M) CEJ. .0 . .. . . S 89'57' 19" W N 00.00'00" E N 9CJOO'OO" E 116.32'(M) I. ..-:-:,~ : ;.::,:-:,.::::~.,':" ....:,.~.l :;\;:'~<'" I . .. .... I ~.', ...... .' ..:' :: .:..,..,;. .. " .' ',' ," , .......... ::. . ........, ..... ,,:... ,. '.~ '.. :.;, I . ~. .:. ~ . . ~..., .' ',~ -,- " ,", ..... o z o a.. z o i= z w t:i a::: PROPOSED OFF1CE BUILDING I I I I I I I I I I . .... \..... . , , '. '.' ~, .,' .....":. '... \ 1 5 Lr t' PVC WATER LINE PROPOSED 1 It WATER METER 60,05'(M) 60,QO(P) I I I . 32 Lr 2" PVC WATER LINE ,......, ~ .......... ,......, a.. .......... o t") o Ii') N IW b o o o b o I(f) I I I ONE STORY OOD FRAM ONE STORY MASONRY BUILDING TWO STORY WOOD FRAME SHED OW WI- o::W wO:: >u OZ uO u ONE STORY WOOD FRAME - - ~..:::::::- ..:=- -rz: ..:::::::- ..:::::::- ..:::::::- _2'~R([Lf _ ===- -=-- -==- ~ POWERPOL I - - 4,5' CONCRETE SIDtwA-;;- SIDEWALK - ~ - - - 1'1- - - - 4,S' c~rr~ - ~ IW Ii, ~ I IW ~ WATER ME'TFR W ~ \ I Q <.i EXISTING SfWER MANHOLE (TYP) \8 ~ I )~l NORTHRIMELEYAnON-24.19' , -j 8 I.> WEST INV- 20.64' EXlsnNG SfWER MANHOLE [L I ~ NORTH RIM ELEYAnON= 22,62' " wEST INV- 20,J6' EAST INV- 20,25' ____________ POWERPOLE .- ~ -~---+- ~ _ :J t ;=- - - I~I 1 ~ I I ! 1 ); l I ~ I 8 I INDICATES APPROX. LOCATION OF EXISTING 8" SANITARY SEWER LINE NOTE: ALL CONNECTIONS AND ADJUSTMENTS TO EXISTING UTILITIES WILL BE COORDINATED WITH THE CITY OF CLEARWATER INDICATES APPROX. LOCATION OF EXISTING 4" DIP WATER LINE LEGEND FCM FOUND CONCRETr MONUMENT FIR FOUND IRON ROD SIRC sa 5/8" CJPPED IRON ROD No, LB7078 FlP FOUND IRON PIPE (C) CALCULATED MEASUREMENT SN~ SET NAIL &: DISK No,L87078 (D) FURNISHED DEED MEASUREMENT ~ TOWER BASE (M) FIELD MEASUREMENT (P) PLAT MEASUREMENT (5 GROUND RING O,R, OFFICIAL RECORD c."'Q.., unLlTY POLE PG. PAC€ ..- CUY ANCHOR P,O,B, POINT OF BEGINNING ~ IRRIGAnON VAL~ P,O,C, POINT OF COMMENCEMENT A/C AIR CONOITIONER P,O.T. POINT OF TERMINATION LFE LOwEST FLOOR ELEYAnON U/E DENOTES UTILITY EOUIPMENT R/W RIGHT OF WA Y ~ FIRE HYDRANT ASSEMBL Y OHW OVERHEAD WIRE 00,00 SPOT fLEYAnON OHG OVERHEAD GUY WIRE 0 NCF NO CORNER FOUND/SET OAK TREE (StLE AS NOTED) [@ WA T'ER METER ~ PINE TREE (StLE AS NOlElJ) - DENOTES BUILDING AREA * PALM TREE (SIZE AS NOTED) >- n::: r-- z <( 0.. 0 Ct: - 0 Z 0 Wl.D ::)L{) <( 0 U ZI' W WI") ~ >1") LL X 4: 0- W -1 al1.. .. ~ Z W ~ Z 4: . >- l.t.. -10::: <( IW :::> 2 01- r- -<X: ~ I~ - Z u L()~ --.J W o L()w ~ 00-1 > ..-0 ::) Z <( 0 Ct: W ...J J- et:: >- ~ I") I") I") I") I") 0 0 0 0 0 I I I I I w I") 0 (.Q (.Q 00 I- ,.... N 0 ,.... ,.... <( I I I I I 0 I") I") L{) (.Q f".. 405 N. MYRTLE AVE. PROPOSED 6" PVC WATER LINE TO BE CONNECTED TO EXISTING 6" WATER LINE AT EAST R/W LINE or VINE AVENUE (200 LF:i:) ct: ct: ct: a:: ct: w w w w W l- I- l- I- I- <( <( <( <( <( ~ ~ ~ ~ ~ ct: ct: a:: a:: ct: <( <( <( <( <( w w w w W .....J .....J .....J .....J .....J U U U U U lL. lL. lL. lL. lL. 0 0 0 0 0 >- >- >- >- >- l- I- l- I- I- U U U U U ct: ct: 0:: ct: ct: w w w w w CL CL CL CL CL 0 0 0 0 0 IJ) w w w w w Z IJ) IJ) IJ) IJ) IJ) 0 > > > > > IJ) w w w w w > ct: ct: ct: 0:: 0:: W ct: ,.... N I") .q- If) (.Q DATE 2/14/03 PROJECT NO. 030031 .1 DRAWING NO, C-3 25 24 23 22 21 20 19 18 17 RW LINE --I 4.25'-1 I I BAFFLE ~ (SEE DETAIL) \ - WEIR R=--.= - 36" - PROPOSED - EXISTING GRADE ~ TOP ~ BANK / ELEV.- 23.25 -- I I \ 4 : 1 SIDESLOPE \ / \oN / ELEV.= 20.25 I I I L S.H,W.T.= EL. 20,00 POND SECTION NOT TO SCALE -0.24' ./ / -,..I G RATE ELEV, 22.75 t 1.60' WEIR ELEV. = 21.15 t BOTTOM ELEV. = 20.65 1\6" U,D1 01 'l \: K~ -6~ I \ I 6" ~INV. - 19,00 t BOTTOM OF BASIN ELEV. 17.50 BUILDING ~ ~ ------- - A-A ~I::I :r: 0 :c 0 I D ~ 24" r~ ~ ~ ~ 6" ~ b /; 1 F.F. EL.=24.50 25 24 23 22 8" 21 20 l 19 18 17 / 7 ~17 J 'J/ ANGLE IRON SUPPORT FRONT ONLY ~ ~ ~ ~ U.D~ 15" RCP ~ INV. '/ /" 17.50 I NON TRAFFIC GRATE 8" MASONRY OR APPROVED R.C. PREFAB NOTE: BAFFLE ON ALL SIDES SIDE VIEW CONTROL STRUCTURE N.T.S. FRONT VIEW CONTROL STRUCTURE N.T.S. Co I o ..- x <( ::E IX) "<t z ::E "<t 14'-8" r6" DIA. STEEL BOLLARDS CONC, FILLED (TYP.) r---- --------------, 1 · 1.\ I I. 1 I I. T. 1- r-- ~-------__a_--, - I I I 1- I ~ I - 1.1 (f) ':.t. I. :=9~ ~~ ~= I I () go.. 1 1_ I (!) (f) I- I. I 12' CEARANCE MIN. I · 1- 1 I- I I 1 \- I 1 - I., I- I I I 1 1 L__ -- ~--- 1 I @@ (9) SWING GATE- (TYP.) I I 1 I I HOLE) ~ 1 I _____...1 DROP PIN (TYP, ) PLAN 1'-6" (NO SOD) 2'-0" FIL TER MEDIA l' -0" POST OPTIONS: 2"x4" OR 2.5"DIAM. WOOD; 1.33LBS./Ff. MIN. STEEL FILTER FABRIC IN CONFORMANCE WITH SEC. 985 F.D.O.T. SPECS. OR EQUAL EXIST. GROUND GROUT TOP OF HOLE 6' LONG PRECAST CONCRETE WHEEL STOP W /HOLE TO ACCEPT #6 rj FOR A SNUG FIT 8" FROM EACH END /- 2-#6 ~ DRIVEN THROUGH WHEEL STOP TO COMPACTED SUBBASE ~ PAVING ~ I I. 6' MAX. lrl I 4i.({'. '1 .'? 6 * v' I.. .,', ., . . / 1I1I 1I1I U 1I1I !III COMPACTED SUBBASE # 5 OR II 57 COARSE AGGREGATE (NOT FILTER MEDIA) TREATMENTi 1 /2" ELEV. = 21.15 ~ BOTTOM ELEV. = 20.25 ..... l !s" ~ ~ t" 3' to MIN. \8" t"lleJII~ yy')()(VVV~ y 12"1- Yx xYYYXYXX ~ - .v xx xxx Y x 7 '>I. Y <<. ) / y')(')()1I11 1111 S.H.W.T.= EL. 20.00 ~ 000000 IOUOOO~o 1'-- oo~g~o~~:~og oooo~oooogoo ::-t:'-:"::-:"'..J:"'o.\'''c.''.''' c....;".. 0 0 0.00 00000000 00 ~"''''.i('':''~;l~:;.r:;:'''C:~~''''~ :.:o~:o:o o ooooooogoo'.J_c 4:''{'~.';'''!'''l;t. ....;:...:/.d...;.\..~.~~C: oo~o ~~~: ~!J!J~~O ,~~~^~:~,,;,!;...'::'e'~'':'" .4,. :. ~l! OO:OOO~OOO ~~~...~t't)7;!l!::,,~~~ =: ~;O 0000000000000 . ~J.~..;$..t.~~..~~~).:::-...~)-::'\. :O~OO:O:~: o ......""n-OO 00 T:I:....:.. tjI..~-...:... .-;:.,"",,~. O.;VOO.!..! I o I xx'\ - ~ 2' BASE __20. I -...; OPTIONAL -::; './ POST < POSITION ~ ~ ~ '-- lJJ > SILT I . FLOW / 1111=1117)'1'1111=1111 1I11=1I11= 6" INV. = 19.00 PRINCIPLE POST POSITION, CANTED 20' TOWARD FLOW FILTER FABRIC EXIST. GROUND 30 MIL. P.V.C. LINER J (WRAP ENTIRE SYSTEM EXCEPT ROCK AT POND BOTTOM) 6" P.V.C. UNDERDRAIN (AASHTO M-189) NO. 57 ROCK WITHIN AAMOCO 45/45 FILTER FABRIC ENVELOPE - NO LIMESTONE ALLOWED. (NOT FILTER MEDIA) LOCATE WHEEL STOP 2-1/2' FROM EDGE OF PAVEMENT TO CENTER OF WHEEL STOP FILTER SAND DATA CLASSIFICATION: SP (ASTM D-2487)-2CM/SEC COEFFICIENT OF PERMEABILITY: 4.03 x10 EFFECTIVE GRAIN SIZE: 0.25 mm UNIFORMITY COEFFICIENT: 2.80 PERCENT PASSING #200 SIEVE: 0.3% (THIS IS FILTER MEDIA) WHEEL STOP DETAIL SILT BARRIER DETAIL N.T.S. UNDERDRAIN DETAIL NOT TO SCALE NOT TO SCALE W I rt'R:J:CI: F~/ J .' I ~~~ I ~ I!2f ,/,~ /~/ I 6" / / , ~ ~ / II ![ II 1.1 '.1 I~: :[[:q:Jl I 1.11 11.1 I I I I I I I II I I II I I.~I I I 11.1 TOP OF GRATE FINISH GRADE FLUSH TO TOP OF CURB ," RADIUS MEDIUM BROOM FINISH CONC. PAVING l 24' DRIVE 19' PARKING ~ ~; .1W '-- . .11 \ I 6- 6" ALUM. GREASE BAFFLE, 1/4" THICK ATTACH W/ANGLE IRON. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR APPROVAL 1 1'/2- TYPE S-,3 ASPHALllC ~ CONCRETE SURFACE COURSE ~ _ .fII (~\"'L .' .......:~;: ~<;.,~.2<~ ...--'\,,~ .', ...,... .~".\..J'"'' '1,:~:.~L:3 .\::.....~ , . . . ':.< .... -:'<';'~ >,;:::::~,~~":~.::::"~'~; ::''/'.';::- ::' . .... ,.....:..,..~:..':><.t.:>,.:'.,;....._.. __. . '..,:>.~:::.:.;:::..::..\~..:.. .. 6- UMEROCK BASE . ..,.:::. "'\,~ '!: :'~i::.:~}.~'~~:"~':' r:' '.:. . - \ ,- \ ~ lITI1111111 ~ . III1 12" H II . ~ __ 111~11 6" ~~ BASE . . 12- STABIUZED SUBGRADE MIN. 40 LBR MIN. 95" COMPACllON COMPACTED SUBBASE SIDE VIEW FRONT VIEW CONSTRUCT IN 10' LENGTHS TIE-IN LENGTHS 8' MIN.-10' MAX. GREASE BAFFLE N.T.S. TYPICAL PAVEMENT SECTION VERTICAL CONC. CURB N.T.S. N.T.S. OUTFALL STRUCTURE DETAIL ..!.. NOT TO SCALE r--TIE BEAM WITH 2-#5 REBAR CONTINUOUS \. 12' CLEARANCE MIN. r:SWING GATE (TYP. ) ., NOTES: 1. WALLS a. NEW CONSTRUCTION MAXIMUM 6'-0" HIGH AND CONSTRUCTED OF CONCRETE BLOCK (8"x 8"x 16"). MATERIALS USED SHOULD BE CONSISTENT WITH THOSE USED IN THE CONSTRUCTION OF AND ARCHITECTURAL STYLE OF THE PRINCIPAL BUILDING, (SECTION 3-802 MATERIALS). b. EXISTING: MAXIMUM 6' -0" HIGH REPLACEMENT MATERIALS CAN BE MADE OF THE SAME MATERIALS AS LONG AS THEY ARE MADE OF APPROVED OPAQUE MATERIAL. 2. FOOTINGS 8"x16" CONCRETE W/2-#5 CONTINUOUS REBAR IMBEDDED. 3. CONCRETE SLAB MONOLITHIC, MIN. 6" THICKNESS W/IMBEDDED 6"x6"/10X10 WELDED WIRE FABRIC (W.W.F.). 3000 P.S.1. 4. CONCRETE FILLED CELLS WITH 1-#5 VERTICAL REBAR TIED TO FOOTER STEEL AT EACH CORNER AND EVERY 4' O.C. 5. GATES CONSTRUCTED OF MIN. 1-1/2" DIAMETER GALVANIZED TUBULAR STEEL W/PRIVACY TYPE SLATE INSERTED IN GALVANIZED STEEL MESH FABRIC, HINGE-MOUNTED ON MIN. 3" DIAMETER GALVANIZED STEEL POST, (GATES AND POST CONSTRUCTED AND INSTALLED PER APPLICABLE BUILDING CODE BY LICENSED FENCE CONTRACTOR.). 6 DROP PIN 1 (,2" DIA. 18" LONG METAL ROD GATE LATCH. PROVIDE 3/4" DIA. HOLE 6' INTO CONCRETE FOR RODS. IN ASPHALT PROVIDE A 3/4" PVC SLEEVE, 6" LONG OR EQUUAL. 7. SOIL SOIL BEARING CAPACITY TO BE AT LEAST 2,500 P.S,F, 7. MINIMUM 3"x3" CLEAN-OUT HOLES (SAW-CUT) ARE REQUIRED AT THE BOTTOM COURSE OF ALL CELLS TO VERIFY GROUT PLACEMENT. CLEAN-OUTS SHALL BE SEALED AFTER MASONRY INSPECTION PROVIDED IN ACCORDANCE WITH ACI-531-4,6, AND BEFORE GROUTING 8. PRIOR TO GROUTING, THE GROUT SPACES SHALL BE CLEAN, WITH NO MORTAR PROJECTIONS GRATER THEN 1/2", MORAR DROPPLlNGS OR OTHER FOREIGN MATERIAL, ALL CELLS SHALL BE IN VERTICAL ALIGNMENT, AND SHALL SOLIDLY BE FILLED WITH COURSE GROUT AS SPECIFIED. 9. DURING PLACING, GROUT SHALL BE CONSOLIDATED WITH FLEXIBLE CABLE VIBRATOR. FIRST GROUT POUR SHALL BE STOPPED A MINIMUM OF 1-1/2" BELOW THE TOP OF THE MIDDLE BOND BEAM MASONRY. I .1. (!) f I L'.-J. I -8" -6" 8"X16" CONC. FOOTING W/2-#5 REBAR (TYP) GRADE 14" CONCRETE MASONRY WALL CONSTRUCTION MATERIALS CONSTRUCTION, AND QUALITY CONTROL OF MASONRY SHALL BE IN ACCORDANCE WITH UNIFORM BUILDING CODE (UBC), CHAPTER 24. GENERAL CONDITIONS AND CONSTRUCTION REQUIREMENTS SHALL BE APPLIED AS SPECIFIED IN UBC, SECTION 2404 (f). DURING GROUTED MASONRY WORK. 1, ALL REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A-615, GRADE 60. VERTICAL REINFORCEMENT SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL, AND SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM. 2. IF A SLAB DOWEL DOES NOT LINE UP WITH A VERTICAL CORE, IT SHALL NOT BE SLOPED MORE THAN ONE HORIZONTAL IN SIX VERTICALS (1 :6). ~ / ~~1-#5 @ H- 4' CENTER ~ 3. HORIZONTAL WALL REINFORCEMENT SHALL BE STANDARD TRUSS TYPE DUR-O-WALL (OR EQUIVALENT) AT 16' O.C. 4. HOLLOW LOAD-BEARING CONCRETE MASONRY UNITS SHALL BE NORMAL WEIGHT CONFORMING TO ASTM C-90, WITH A MINIMUM COMPRESSIVE STRENGTH OF 1,900 P.S.1. 5. MORTOR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C-207. PLACE ALL MASONRY IN RUNNING BOND WITH 3/8" MORTAR JOINTS. PROVIDE COMPLTETE COVERAGE FACE SHELL MORTAR BEDDING, HORIZONTAL AND VERTICAL. GRADE J L 3000 P.S.I. CONC~ SLAB -MONOLITHIC, MIN. 6" THICKNESS 6"X6"/1 OX1 0 W.W,F. 6. COURSE GROUT SHALL CONFORM TO ASTM C-476, WITH A MAXIMUM AGGREGATE SIZE OF 3/8", 8" TO 10" SLUMP, AND A MINIMUM COMPRESSIVE STRENGTH OF 2,500 P.S.1. AT 28 DAYS. ELEVA TION DUMPSTER ENCLOSURE DETAIL NOT TO SCALE ~~ ~~ (/) . ~ffi ~~ ~~ N-; ~~ ~~ 8! lJJ . ~~ ~~ z ~; () 'f'!j ~ ~. n ."" ~ G 1 .-J :: ::::> .. ~. >- 0::: I- Z <( CL o o o LL W ::) Z W > <( W -..J I- 0::: >- 2 J'f) o I WO I-N <( I 0J'f) <Xl N ~ CTl I -.t N lo ~"...., 101''- - to N -;J)-.tt:. ~ "8 0 x o ~ ~ a:: 0 >.i:i: .... c >. to :J Q) to o L: to () u CTl '0 a:: I - -.t o t N -.t 0 lo ~Cl."...., ~ ;t I"- Q) N zt:. Lf) U Z t'-- W W l") X ~ l") W .J Ou... .. .. z ~z <(~ <( -.J W ~ 6~ ~ I3= U Lf)~ o ~~ ~() z o n::: r- w W I (f) .-J <C r- w o .-J > U 0:: W I- <( 3: 0:: <( W .-J () I.J... o >- I- () 0:: W a.. (/)0 z[g 0> (/)w >0:: w o::~NJ'f).q-LC")(Q DATE 2/14/03 PROJECT NO. 030031.1 DRAWING NO. C-4 ...a.. 6" WHITE & 6"2"6" ~n~ RAMP 12: 1 5' /"/C SIGN RAMP 12: 1 6" BLUE 6" BLUE" ~r.. jWHITE 5'L6 12' z c( ...J Cl.. ~ Vi w w (f) ~ CJ) 0::: 0 ~ >- ~ 0::: :::> CJ) co . N ~ CJ) 10 01 0::: I ~ La.J v Z N Z ll) <( 10""'" ...J ll)r-- Cl.. . <0 N 0 ~ vvr-- 0 Cl ll)10'--" 0 '0 .. 0 Z o .g ~ ci <( o .- lJ... ~ ...J a::: I... z 0 . >.G:: CD ..... ...J ...J C :>:'<0 :J <( 0 11l <0 r-- ~ I- u .J::. <0 01 Z U 01 V La.J 'tl ~ I 01 5 v ~ ..... N ci TOP ELEV, X z v 5 ll) z 8 0 LO Cl.."..... 0::: ;t r-- CD co w 5 11l N z zt:. La.J Qi SIDE SLOPE . c 3: 1 ~ 0 CJ) .J::. 0::: Q. 11l BOTTOM La.J Qj La.J I- ELEV. X z \j C> Z ~ La.J NOTE: ...J 5 SAND BASED SOD () SIDES & BOTTOM C"') -~ .::> ('oJ ..-:-t C'l SWALE SECTION DET AI L -.J ::::> ., N.T.S. 'i .1' 1.S"R 12. * FTO-2S(F.D.0.T,) I .r THICK CONCRETE' _ .f.OOO Pos.t. AlINIAlI/AI STRENCTH LOW SllAlP (AlAX .r - -1/ NON-RElNF'ORCED . CD '.',..:: :';. ;:.',,","", "" "".; '~', ~o:f...VARlE'S aSK MINIAlI/AI) ~':;:;':;.~: (,:';-:";~:\~~:;,:~:\:.\('::;{:~,~:::;:t~;t:~~~,~,t~<)\:t~~~:~<\~,~::;::~S:~~~:::~::::n;.;:t :6>~~~;{;'i;<~~~~i7:;? ~ 1/2" PARKING BY DISABLED PERMIT ONLY 12- STABIliZED S118BASE (/.BR 40) $255.00 FINE F.S. 318.14 ] GENDW. CONCIIE7E PA ItW; N07m 1. AU. JOINTS AND CUR'E EDt:E OF PAWMENT ItMllD HA'E I/D.L F'()()TER (AIJIJ r . THICI( cc:MlIIf7z;lllEGlN 2 n: nfOII EDt:E FrJIf WiMM 1.S' n: IIIDTN 2. 'g'::J:~ NNfItOW IIDXE 9WDJ MllOO' THAT MAY CftAa( ~ AN EXTRA 2 n: AT TAPER lD IIC ~ .1 SAW JOINT Sl'A(Do ,. sl'ffIx- -'~f'h:aic.{Ifj,,_.r;!eil' lD .r DEPTH . NO JOINTS SHAU. IIC LOCA1ED N VAL.UY OF' JiiiJ1ED atO/tN. oS JOINTS SHAU. NTEJtSEr:T _TH EDt:E OF PAWMENT AT ~m.Y IJ(t' 6. JOINTS SHAU. NTERSE'CT _TH OTHER JOINTS AT ~m.Y IJ(t' 7. NO JOINTS SHAU. StrJP AT AN NTEJtSEr:11ON _TH ANOTHER JOINr. 8. lJSE CURJN(; CfJIII'DIMD AF7ER SC7IIP. lJNUSS O'fHE/nG'E .MIAf01m 8Y ~ CUIfW(; CfJIII'DIMD SHALl. CONRJIIII lD THC IfEQtJI#DJEN7S OF AASHlD DESIGNA 110N 1/ 144 mtC 0-1. .. JOINTS SHAU. IIC FI.U:D _TH.MIAf01m JOINT SFA/MfJ MA1DllI4L /JERJIiC THC PAWMENT IS OPINED lD 11tNI'1C. fIIff10It lD ~_~:!!,"~IIC 1Hft()(J(JHL Y a.EANED OF AU. FrJfII(fJN MA 1Il'lrAL (1NQ.lDNfI ,.,., __ CURJN(; CfJIII'DIMD) 1a M'l"lft')1m ~ FIJ.EIC UNLES$ OTHDtIISC M'l"lft')1m IY THE A. ~ I'lE'tIMP JOINT IUIR SHAU. MEET THC /IErJtJI1IfD/ENTS OF AASHlD 1/ 1$.l 8. JOINT SEAIDf FrJIf PA WMENT SHAU. CONRJIIII lD THE /tErIIIIDENTS OF AASH1D DESlGNA110N D". EXCEPT THAT lININ THE SIEAU1t ~ IIC N CONTACT 11TH ASI'HAL 1/C MA 1!lIlI4L IT SHALl. MEET THE /IErJtJI1IfD/ENTS OF Mill D .14(JfJ, '0 r.: GRADE NOTES: 1. ALL LETTERS ARE 1" SERIES "c" (F.D,o.T.) 2. TOP PORTION OF SIGN SHALL HAVE A REFLECTORIZED BLUE BACKGROUND WITH WHITE REFLECTORIZED LEGEND AND BORDER. 3. BOTTOM PORTION OF SIGN SHALL HAVE A REFLECTORIZED WHITE BACKGROUND WITH BLACK OPAQUE LEGEND AND BORDER. 4. SIGN FABRICATION FROM 0.063 STEEL, POST TO BE .u" lYPE FLANGED STEEL AND SET IN CONCRETE 12" x 12" x 36" DEEP. TOP OF SIGN TO BE SET AT 7' HIGH. STAI/IIJJED ~ I. THE STA/1IlRJNC SHAU. IIC moT mtC 8. THA T THE FINIS'HlZJ RONJfJEl) 2. :l//:fJirs1HfHc~TrJIt.lwc~rs. mu'"'Rm- OF THE tJlJANnTY OF STNILUIN(; MA7ER1ALS ~Y lD IIC ~ .1 AF7ER THE IIJ6N(J OPERA 1KJNS HA 'E 8EEN fXJIIItETE1) AND IfErl/llRDlENTS FrJIt IICNlINJ VAUAE; LNI-"DIWTY, AND PAlt1lCl.E SUE HA'E 8EEN SA1JSllI'Q THE STA/IIIJZE1) NIrA SHAU. IIC CtJIIPAC1ED TO III<<IJCtJIREI} PltDCTrJIt PER AASHlD T-1/1O. HANDICAP PARKING PAVEMENT MARKING NOT TO SCALE \ TYPICAL CONCRETE PAVING SECTION NOT TO SCALE >- 0::: I- ~ W Z w <( I 0... (f) . -.-J 0 0::: - - <( 0 0 W(() l- . ::>ll) 0 U ZI"-- W W WI"") >1"") 0 LL X <(. W -I 01..&.. >- cc .. Z W z <( . ~ -10:: I- <( IW - ::) ~ 0~ -.-J -<( ~ I3: Z U 0:: I- - ll)<( W 0 ll)w :) OC>-I > ~() Z 0 <( 0 0::: Z <( W -l -.-J ~ > 0::: - 0 >- 2 w ~ <( o . . (f) Z o (f) > W 0:: ,..... C'l n .q- II) ill DATE 2/14/03 PROJECT NO. 030031.1 DRAWING NO. C-5 . , ~ . , I . .. J , . I . 1 I I I I . , AI , /' " I "" ~. GULF of MEXICO WEST Pr4LM . lJOOCH ....... Ii ;.-; J .'. 'I. .~~ I I ~. "" ~rl.r.. III ...-...,......".' VICINITY MAP (Not to Scale) (aR. BOOK IQ9IIII, PAGE I-IN) PARCEll: LOTS " 2, 3, AND 4, BLOCK 'A~ BON AIR, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLA T BOOK 5, PAGE 77, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, LESS AND EXCEPT THE FOLLOWING: LESS THE WEST 14,38 FEET OF LOTS " 3, AND 4; LESS THE NORTH 7.5 FEET OF LOT 4; AND LESS THAT PORTION OF LOTS 1 AND 2 DEEDED TO THE STATE OF FLORIDA IN OR BOOK 815, PAGE 616, PARCEi.lk LOTS 36, 37, 38 39 AND 40, DREW PARK, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 3, PAGE 40, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, LESS AND EXCEPT THE NORTH 7.5 FEET OF THE WEST 40 FEET OF LOT 40. BEINO MORE PART/cUL4Ri. Y PESCRIBED AS FOi.L.OW$: BEGIN A T AN EXISTING 4" X 4 n CONCRETE MONUMENT MARKING THE SOUTHEAST CORNER OF LOT 36 DREW PARK ACCORDING TO THE MAP OR PLA T THEREOF AS RECORDED IN PLAT BOOK 3, PAGE 40 PINEL LAS COUNTY, FLORIDA; THENCE RUN NORTH 89'55'14" WEST, 126,20 FEET ALONG THE NORTHERLY RIGHT-OF-WAY OF HART STREET TO THE MOST EASTERLY POINT OF THAT PARCEL DESCRIBED IN O,R, BOOK 815, PAGE 616 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; THENCE DEPARTING SAID NORTHERL Y RIGHT-OF-WAY AND ALONG THE NORTHERLY LINE OF SAID PARCEL RECORDED IN O.R, BOOK 815, PAGE 616 NORTH 73'55'53" WEST, 51.17 FEET TO A POINT ON THE EASTERLY LINE OF THAT PARCEL RECORDED IN IN O,R, BOOK 9982, PAGE 2144 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; THENCE RUN ALONG SAID EASTERL Y LINE OF SAID PARCEL RECORDED IN O. R, BOOK 9882, PAGE 2144 NORTH 00'14'16" WEST 228,46 FEET; THENCE DEPARTING SAID EASTERL Y LINE OF SAID PARCEL RECORDED IN O. R, BOOK 9982 PAGE 2144; THENCE DEPARTING SAID EASTERL Y LINE OF SAID PARCEL , , " RECORDED IN O,R, BOOK 9982, PAGE 2144 NORTH 90'0000 EAST 116,32 FEET; THENCE DEPARTING SAID SOUTHERLY LINE NORTH 00'00'00" EAST, 7,50 FEET TO THE NORTHERL Y LINE OF LOT 40 OF SAID DREW PARK; THENCE ALONG SAID NORTHERLY LINE OF SAID LOT 40 NORTH 89'57'19" EAST, 60,05 FEET TO THE NORTHEAST CORNER OF SAID LOT 40 AND THE EAST BOUNDARY OF SAID DREW PARK, SOUTH 00'00'00" EAST, 250,30 FEET TO THE POINT OF BEGINNING, SAID PARCEL CONTAINING 0.98 ACRES, MORE OR LESS, ORDINANCE ~ 411J$.36, aR. BOOK 62S7, PAGE IOU: AN ORDINANCE OF THE CITY OF CLEARWATER, FLORIDA VACATING THAT PORTION OF RIGHT-OF-WAY KNOWN AS DREW COURT ADJACENT TO BON AIR SUBDIVISION PINEL LAS COUNTY, FLORIDA. THAT PORTION OF RIGHT-OF-WAY OF DREW COURT LYING WEST OF AND ADJACENT TO LOTS 31 THROUGH 46, DREW PARK SUBDIVISION AS RECORDED IN PLAT BOOK 3, PAGE 40 OF THE PUBLIC RECORDS OF PINEL LAS COUNTY, FLORIDA, AND EAST OF AND ADJACENT TO BON AIR SUBDIVISION AS RECORDED IN PLAT BOOK 5, PAGE 77 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. ,~~ '",~ ~,-'...'.' ", I,"" ~ -f ':!" ',' ~,__.,I;", I "'}'~;~'~~,,"".!"""'~~"f.~,.~,"," ," 'r,~~.'(~';', . c LEGEND U':' cc' 0' FCM FOUND CONCRETE MONUMENT SIRC SET 5ft" CAPPED IRON ROO No, L87078 (C) CALCULATED MEASUREMENT (D) FURNISHED DEED MEASUREMENT (1.1) FIELD MEASUREMENT (P) PLAT MEASUREMENT 0, R, ornCIAL RECORD PG. PAGE P,O,B. POINT OF BEGINNING P,O,C, POINT OF COMMENCEMENT P,O, T. POINT OF TERMINATION LFE LOWEST FLOOR ELEVATION R/W RIGHT OF WAY OHW OVERHEAD WIRE OHG OVERHEAD GUY WIRE NCF NO CORNER FOUND/SET ~ WATER METER _ DENOTES BUIWING AREA FIR FOUND IRON ROD FIP FOUND IRON PIPE SN!tO SET NAIL de DISK No,LB7078 (~(:;:'l TOWER BASE o GROUND RING 'lli UTILITY POLE -+- GVY ANCHOR M IRRIGATION VALVE' i " , . , " " " ;~ " ,~ , A/c AIR CONDmONER U/E DENOTES UTILITY EQUIPMENT . '~ ~ " +0 FIRE HYDRANT ASSEMBL Y DD,{}{) SPOT ELEVATION o OAK TREE (SIZE AS MJ7lTJ) @ PINE TREE (SIZE AS M?7lTJ) * PALM TREE (SIZE AS M?TE/)} c, 1 .\~ , '. " :,~ .': . . ;' ,Y'" ,. ":: ~{~:: l' . '.~.:.,' ;'" 1 ", ,"i", :.~ '\. .. '. . I .'t. ' . ...... . '. ",'. .,. "'~' 't"' '11 "~"""""'''''' -.';J I;' Al f:' /: <i . .~'" ~-';..' t. :, / / / '/ 2J 16 / 5 '.J3 / / ~ / / / ~ / '/ / , 0 / / / / / STORM DRAIN FIRE HYDRANT +-o~/J 1/ '" 65 2 ;21c64 2141 I I I I I I I I I I I I 40.0 I 2sl1 I I I I I I 2279 I I I I I I I" .........1......... ~ 0.. '-" '-" ~..I ~ c c CD 0 _"-2~65_0 .q- 0 big ~I~ I I I 2i52 Wi s:] ~I la-al ~I ~I ~I I ~Th . 14,38' 01c.2~~2 21 J6 SECTION 70, TOWNSHIP 29 SOUTH, RANGE 75 EAST PINELLAS COUNTY, FLORIDA 23c98 24c49 CITY OF CLEARWA TER 5/8" S,C'/,R, L8#7078 OR. 9982 PAGE 2144 7,5ft -~- N 00.00'00" E I I 7,50'(P)(M) J ~I ~I ~I ~I 2228 I I I POWER PO J . t'8'62' I O,R, 636 I PG, 356 1_.....- _ -21.91-- f I I I t- I I 3; = 1_ CDI!' ..- IX) ':..t ('.j blR ~I I I I I I I j / ,j /; STORM MANHOLE AND CATCH BASIN 5 :2 91 I I 22" 10" 010 I I ~,I m * 16'- ~6:-- V.-:- ~ I 5" 7" 244 ~,..,\ ~7 ',"c"1 -- --.". -- - - ~':~_..'~- ~7" 7" 8" 0" 12" 08 ~" 19 1 8" 4 . , 23. 240 " " '. POWER POLE 2 4 23,~ 1~41 241 . 2 92 10 @ I 30" 29"' 3 39 240 14"0 rA-27" 27"Vco "c'" . . /:,), ;,1 i f.J,.1 23 I 238 , / I I r 25@ 2H:,~ BON AIR I PLA T BOOM 5 PACE 77 I {2.8 j I\." f40f, 27" ('~ I @ I I 237 I 1 I ~ONITORING WELL ON I CONCRETE: PAD 233 9"0 23.8 234 ,:; =i. " \ F".! 235 DREW PARK PLAT BOOK J PAGE 40 L I~ 8 I I I t' , <l:: / :q:2.77 , 83 ':i UJ 't;) Cl:: .~ '& ,(.) 22.9 2J.3 ~ CD ..- .q- "c ,'I' T- O o Z230 38 " ;2,53 ~ Cl:l ~I ~I ~ ~I~ :)18 0: I~ I / j/ I" / .' , c 235 <5 ~"z ~,.f40 '. 229 . ~ .2 I /u ;;,: 18 I) ~ " I I BLOCK I 'A" I I I I 51.17'(M) 20" @ 000 ;f.}j t' \'1','\ _~---I - 230 24.7 . . 2U 244 23.9 " 36 I~~" lCP 20" @ 242 24.1 N 89.55'14" W 104,69' M .'. .~6,~O'(D)(M) '. .. '.a J "." <I ~ 8J NC TE 7OJ,62'(P) (1.1) MONITORING WELL ON CONCRETE PAD ?147 _ _ '-CENTERLINE OF HARTSTRE~_ .--2UJfL. ~ ~__ , IJ A nr $lrnrL:'. T N&'%f!! ItfMN~fM. 'AJlON=o 24,19' n.l'ln I I n~~ ~ WEST INV= 20,64 2J.5J STORM DRAIN SEWER MANHOLE PJFNHtrIVY fllYt-TlON= 22,62' EAST INV= 20,25' 2324 ~ . <I . R . ...... '. , ~ '. '1 '-'~, """ ..J.....til"r'..... ~~J:;lJo;~"":' .'~'J.f:r. --,/ h''''' ~-\:;... .,...,\1 "," 'C'"I,"'), .1'J ,to ~,~..'.! 't-l~t,,""''1" \ ,:;(;,1,;",,;, " , .. ," I ,.' ", " ("l"~f';~~~ , " ~ -I) l~ ~ J), ~ I '~ i~ -I~~ :{ " l ( 1 ~ . ,ljl>l....:.l...~,-,.,'l}""'Il'~~.~q~ : :. SEIIi('NOLE ST. 24 1 ONE STORY MASONRY BUll-DING I." :! ! j N 89.57'19" E " :, II ? c.t \i :~ "'.. 1/ 41 NORTHEAST CORNER OF LOT 40 DREW PARK PLAT 800K J, PAGE 40 LOCA TION SKETCH SECTION 10, TOWNSHIP 29 SOUTH, RANGE 15 EAST PINELLAS COUNTY, FLORIDA (Not to Scale) 9" 7 SURVEYORS CERTIFICATE: I HEREBY CERTIFY IN FAVOR OF RELIGIOUS COMMUNITY SERVICES, INC, MYRTLE PROFESSIONAL CENTER, LLC, RUDEN, MCCLOSKY, SMITH, SCHUSTER & RUSSELL, P.A., RICHARDS, GILKEY, FlTE, SLAUGHTER, PRATESI AND WARD, P.A., OLD REPUELlC NATIONAL TITLE INSURANCE COMPANY, AND AMSOUTH BANK (a) THAT THIS SURVEY (I) WAS MADE ON THE GROUND AND IS CORRECT REPRESENTATION OF THE SUBJECT PROPERTY AS OF MARCH 74, 2003; (II) MEETS OR EXCEEDS THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA BOARD OF LAND SURVEYORS PURSUANT TO SECTION 61 G 17-G, FLORIDA ADMINISTRATIVE CODE; (/II) SHOWS THE LOCATION AND RECORDING REFERENCE OF ALL EASEMENTS AND ANY OTHER MATTERS OF RECORD AFFECTING THE SUBJECT PROPERTY WHICH HAVE BEEN PROVIDED TO THE UNDERSIGNED PER THE LEGAL DESCRIPTION IN SUCH EASEMENTS AND OTHER MATTERS; (IV) SHOWS THE LINES OF ALL STREETS ABUTTING THE LAND AND THE WIDTHS THEREOF; (V) SHOWS ANY OTHER MATTERS ON THE GROUND WHICH MAY ADVERSEL Y AFFECT TITLE TO THE SUBJECT PROPERTY,' (b) THAT THERE ARE NO ENCROACHMENTS EITHER WA Y ACROSS THE BOUNDARY LINES OF THE SUBJECT PROPERTY EXCEPT AS SHOWN; (c) THAT TO THE BEST OF MY KNOWLEDGE AND BELIEF NO ADJOINING PRIVATE PROPERTY VISIBLY SERVICES THE SUBJECT PROPERTY FOR DRAINAGE, STORM WATER RETENTION OR DETEN:tON PURPOSES, EXCEPT AS SHOWN; (d) THAT ADEQUATE INGRESS AND EGRESS TO THE SUBJECT PROPERTY IS PROVIDED BY NORTH MYRTLE AVENUE, THE SAME BEING A PAVED, DEDICATED PUBLIC RIGHT-OF-WAY MAINTAINED BY PINELLAS COUNTY,' (e) THAT TO THE BEST OF MY KNOWLEDGE AND BELIEF THE SUBJECT PROPERTY DOES NOT SERVE ANY ADJOINING PROPERTY FOR DRAINAGE, INGRES'S OR EGRESS OR ANY OTHER PURPOSE, EXCEPT AS SHOWN; AND (f) THAT BASED ON THE FEDERAL INSURANCE ADMINISTRATION FLOOD HAZARD BOUNDARY MAP, PANEL NO. 125096 008 D, REVISED 8/19/97, CITY OF CLEARWATER, FLORIDA, THE SUBJECT PROPERTY IS LOCATED IN ZONE X (AREAS DETERUINED TO BE OUTSIDE 500 YEAR FLOOD PLAIN), NO FIELD SURVEYING WAS PERFORMED TO DETERMINE FLOOD ZONE. 246 2U 8"0 ~Q ,I' 20 -0--; ~ 246 18,1' 7" 249 245 09" "c o ~" 7" 8 013" ~" 24,3 25cO 18A 8" V o DREW PARK PLA T BOOK 3 PAGE 40 170 9" o o /'0 o - __ I{) ('oJ x x 4' CLF~ 24.6 58,0' SURVEYORS NOTES: - THIS IS A BOUNDARY OF THE ABOVE DESCRIBED TRACT OF LAND ONL Y, MADE ON THE GROUND UNDER THE SUPERVISION OF A FLORIDA REGISTERED LAND SURVEYOR AND MAPPER, AND EXCEEDS '"HE MINIMUM TECHNICAL STANDARD FOR HORIZONTAL AND VERTICAL ACCURACY FOR THIS PROF ':RTY'S EXeECTED USE. 16,6 58,0 08" @ 22" ONE STORY MASONRY BUll-DING - ~ - <:j ") 9 242 16,6 4" X 4" FC/,( x~ N9 5, 25. -BEARINGS ARE BASED ON THE EAST LINE OF LOTS 36, 37, 38, 39 AND 40 AS BEING S 00'00'00' W (ASSUMED). -ELEVATIONS SHOWN HEREON ARE REFERENCED TO PINELLAS COUNTY VERTICAL CONTROL SYSTEM, NGVD 7929, . AS DEPICTED HEREON, ON SITE BENCHMARK ELEVATIONS ARE AS FOLLOWS: BENCHMARK NO, 7 ELEVATION = 24,25 FEET BENCHMARK NO. 2 ELEVATION = 24,33 FEET - THIS SURVEY ,.vAS CONDUCTED FOR THE PURPOSE OF A BOUNDARY AND TOPOGRAPHIC SURVEY ONLY, AND IS NOT INTENDED TO DELINEATE THE REGULATORY JURISDICTION OF ANY FEDERAL, STATE, REGIONAL OR LOCAL AGENCY, BOARD, COMMISSION OR OTHER SIMILAR ENTITY. 25.3 - THE PROPERTY SHOWN HEREON APPEARS TO FALL WITHIN FLOOD ZONE 'X'; AS SHOWN ON THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NUMBER 125096 0008 D, MAP REVISED 08/19/91, NA TiONAL FLOOD INSURANCE PROGRAM, FEDERAL EMERGENCY MANAGEMENT AGENCY. - PER CITY OF CLEARWATER, <::, ~ TWO STORY WOOD FRAME <::, ~ 9,5' 10 19,8' -BURNETT SURVEYING, INC, RELIED ENTIRELY ON INFORMATION PROVIDED BY OLD REPUBLIC NA TlONAL TITLE INSURANCE COMPANY COMMITMENT NUMBERED CA642619 DA TED 01/37/03 @ 8:00 A.M, HOW.~vER, THERE MAY BE OTHER EASEMENTS, RIGHTS-OF-WAY, SETBACK LINES, AGREEMENTS, RESERVATIONS, RESTRICTIONS, OR OTHER SIMILAR MATTERS NOT OF PUBLIC RECORD OR NOT PROVIDED, WHICH MAY EFFECT THIS SURVEY. -NO UNDERGROUND UTILITIES, UNDERGROUND ENCROACHMENTS, BUILDING FOUNDATIONS WERE OBSERVED AS A PART OF THIS SURVEY. UNLESS OTHERWISE SHOWN SHRUBS WERE NOT LOCA TED, UNLESS OTHERWISE SHOWN. - THIS SURVEY NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER, 9"9" -w -00 8" 9Q'2 15,3' . SHED ~ 22" 25.2 80 @ 26" 32,5 c{ ~~ mil: :)0 8~ ") ~ a c:; t\j ONE STORY WOOD FRAME n 't ;:~ ", '!'. 2,2 10,3' 2,J 2J" o 710 11'0 ~ ") ~ 16,J' 003" 11 4" X 47\ FCM ~ 24.5 , i 1-' , 250 ,/ ,/ / STORM DRAIN 17.J -2DI ..214 I 2379 2J89POWERPOLE .' , 4. ,I . z' . . !s;. , '. is: .. . ',' [Yl] Cl :' '" ~(j } ,,4. " ',c, 15', , , '(j .... . 6 ~. A ~ c . . 1,5' CONCRETE. SIDEWALK'; ~, ~ '0 ~. , ' ... . ~ I. . , :'~': :'1,' :::",:f.'::', " 8 '. ,. . ,,8' ~ 106 '. . "c , CON(;RU[ 'SJD.EWAL!< 4,5 " @...[Yl] WA TER MEiER (TYP) ~ "" (j' ~. 'Cl (j '~ 8 " ;,. '" ..-).. .4. . ~ ~. "4 ,"' . . 0"" ." .. " "J\ FOUND R, R. SPIKE Q. 42' WEST "... . ~ '...,4 c, BURNETT N INC. i,) '0<) E s SITE NAME: ADDRESS: 405 CITY, Steven't: . BOrn~B, P. Professional Land SL/rveypr and Map \ State of Florida No, 5891 03/14/03 8 ::::.: o ~ 0:: <' o j:::: G ~ >- ~ ~ I f..-: lJ.. 0 o <: I f- Cl :r: <: (j <;( Q: <: f- 0 0:: f:: ::> Q o Q: CJ CJ $ ~ li.J Cl 0:: a -J o 8 li.J Cl -J ~ Q r<) ~ C) VJ ~. __ 0) ~ ~ " ~ ~ ~ ~ " c: ~~ ~ ; [j ~ <: ~ Q <: o j:::: Q it (j lI) ~ <: Cl g -J G o G:: li.J f:: -J Q ~ ~ CJ lI) Cl <: C\J . <;( ~ <: [j ';j- g ~ 8 ~ ~ Cl CJ 0:: ~ ~ e Cl Cl <: <: U) 0 <;( Cl j:::: U) <: Q <: ::J Q: o 0 CJ f:: Q) ~ (3 Cl Cl G:: <: f:: <;( -J ~ ~ 0 CJ ~ ~ 8 ~ 8 ~ ~ ~ 0:: Cl 0:: <:( r<) "J t<) C) C) C) "''''''' 0) __ <n C) "'~'\ ';j- r<) l\J " '" " " ') C\J ..... DESIGNED BY: DRAWN BY: SLC CHECKED BY: SEB SURVEYED BY: RB SCALE: 1 "=20' F.B: 14; 15 PG: 18-19 CAD FILE: Ii II 00103B.DWG JOB NUMBER: 692-001-03 SHEET r iC?~" ~ (f) :( o -- (f) -- :> UJ ct ~ 0:: ::> lI) CJ i Q ~ ~ o Q. 2 a ~ ~ -J a <: <;( >- Q: d <: ::> o Q) t'UUJ 10'-0" ~(C~~g~ Building a Better Community 't I ~ ~(b~~ FOOD PANTRY t ..- 14'-0" SITE SIGN SGALE 1/2" = l' - 0" EDGE OF EXISTING PAVING NEiI'i GATE il'iITH LOCK SEc.TION 10, TOY'lNSHIP ~'" SOUTH, RANGE 15 EAST PINELLAS c.oUNTY, FLORIDA N C1 5 4" X 4" FC.M X-- X 6' C.I.F X 110.6:2' (P) 60. 00 '(P )0 STER STOP SIGN R1-1 4 ,---GROUND SIGN 1 <> ----20---- SIGHT / / "l'R1.ANGLE // /' // b N 8 ~ \) ~ ~ ~ \) N 4:2.S (P) X ~ ~ ~ in ~ ~ ~ 38 '" z ~ 4" X 4 . '" FC.M ~ :r X ~ X l:1 ~ LI\ 't 4' C.I.F 0 ~ ~ () ~ () N \) Z ~ ~ ~ ~ \) N ~ )> ~ 1 Ii r>. 31 ~ ONITc:::>RNG V'el.l. 0 /8 \D ~ ~ C.ON cp-eTl!~ P"'D Z /D UI 21'-2 1/2" ~- . ~ ()~ ~ ~ -J ~ \) ~ FIRe HYDfO,...NT ~ ~ ~ \) N '" ~ 11 STORM M...NHOl.e "'ND C....TC.H BAS N BROKeN 4" X 4" FC.M 4' C.I.F SEMINOLE ST ~ j51TI: it u.J ~ F HART ST J: ~ r- ~ }:: z JONES ST lL z DREiI'i ST SITE LOCATION MAP NTS SCHEDULE OF DR~INGS A-1 SITE PLAN A-2 EXTERIOR ELEVATIONS A-3 INTERIOR LANDSCAPE AREA AND TREE REMOV.AL PLAN A-4 AUXILI.ARY PARKING PL.AN L-1 L.ANDSGAPE PLAN E-1 SITE LIGHTING PLAN X X SITE DATA ZONING = "c." USE = COMMERCIAL / OFFICE G~ERAL NOTE: P.ARKING SPACES 4 L.ANDSGAPE ISLAND MOVED TO SAVE GOOD TREE SITE AREA PROJECT AREA = 4:.:2,1SB SQ. FT. (O.'\B AC,) = 4:.:2,1SB SQ. FT. (O.~ AC,) EXISTING BUILDING = 0 S.F. EXISTING ASPH/CONC. = 0 S.F. EXISTING OPEN SPACE = 4.2,1SB S.F. PE~. '/IOUS AREA = 4.2 ,1SB S.F.OR 100% PROPOSED BUILDING = 11,0'\:.:2 = 14,5 c:t2 = 11,:.:259 = 1,.291 S.F. (GROUND FLOOR) S.F. (GROSS BUILDING) S.F. S.F. PROPOSED PePHAL T 4 CURB PROPOSED CONC. SIDEY'jALK PROPOSED OPEN SPACE IMPERVIOUS AREA PERVIOUS AREA 19,1B.2 =.2<1516 = 19,1B:.:2 S.F. S.F. OR 6~.:.:2% S.F. OR 9021% FL.OOR AREA RATIO = 026 PARKING TABUL.ATION 44 PARKING SPACES REGUIRED REFER TO L.ETTER BY CL.EAf<.Y'jA TER PL.ANNING DEPT. DATED APRIL. 11, .2009 PROVIDED: :.:2 SPACES @ 1.2' X 1'\' (HANDICAP) 96 SPk:.ES @ 'l' X 1'\' 6 OFFSITE SPACES @ '\' X 1'1' 44 SPACES PROVIDED P OV'eRP Ol.e NOTE: c. en:! c. 2' C. Te C.~B STORM DfO,A1 c.eN'T'eFtLlNe OF HART STfteeT~ ALL TR.AFIC SIGNS MUST GONFORM TO THE MANUAL ON UNIFORM TRAFFIC GONTROL DEVICES. ~ ~::"'NHOl.e~ seV'eR M"'NH OL..e HART STREET ONE ~AY ~ p~ p~ P.AJNTED STUGCO - BACK L 1GHTED PANEL SITE PLAN 5c.al e: 1" = 20 rt SPLIT FACED BLOCK P.AJNTED DARK BWE I I 20 30 ~ 50 ~ o 5 10 P-""RCEL 1: LOTS ,12,3, AND 4, BLOGK "A: BON AIR, ..AGCORDING 1"0 THt: MAP OR PLAT TH!:}<.EOr AS RECORDED IN PLAT BOOK 5, PAGE 11, OF THE PUBLIC RECORDS OF PIN ELLAS GOUNTY, FLORID A, LESS AND EXCEPT THE FOLLOiI'ilN G: LESS THE il'iEST 14.3B FEET OF LOTS 1,3, AND 4; AND THE NORTH 1.5 FEET OF LOT 4; AND LESS THAT PORTION OF LOTS 1 AND 2 DEEDED TO THE STATE OF FLORIDA IN O.R. BOOK B15, PAGE 616. P -""RCEL 2: LOTS 36, 31, 3<1, AND 40, DREiI'i PARJ<., "AGGORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 3, PAGE 40, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, LESS AND EXPECT THE NORTH 1.5 FEET OF THE il'iEST 40 FEET OF LOTS 40. SITE PLAN r"~"i:. ~~:. :~~ ;~:. ~ \. ~ .~ ::'~~~: r'~ JUL 2 1 I '. , 02/18/09 REV: 01/18/09 JAY F. MYa<. 4C1S'1 8 -< <( 8 ~ 8 a ~ ~ -< 0 8 < ti .~ ~ ~ ~ ~ ~ ~ ! ~ ; i ~ ~ -< 8 ~ 00 :::; ~ ~ ~ 0 o ; ~ 00 ('(') '"'"" l' lr) 0\ lr) , l' N l' ~ ~ o o '"'"" l' I lr) 0\ lr) I l' N l' .( a It 9 LL I \0 d Ul Q > Rl \0 ~ - Z :J 1: 1: u.t ::) It 8 ~ () u.t lL\O F (::J ~ -1() 1: v- I ~\D ~ ~:J () ~Ul z Ii If\ ~ A-1 OF A-4 ., \ ~ , i 12 2.0 I OFFIGES il'iAREHOUSE TOP OF SLAB ! I I i ..- --- --- -- ""-........~ ! I I P.AJNTED STUGCO .-ll.- -- -- -. -- -- -- ----- -- t--- I! I! ! __1__ -- -- -- -- -. -- --- 0'-0" 12 OFFIGES I I I I ! 1 I ! ! I OJrr'( ~ '4 il'iAREHOUSE .. V'EST ELEVATION SCale: 1/B" = 1'-0" 2.0 I VENT -- -- - - ! -- ~ --- -- --- 1--- - I -- -- --- -- --- i -- - f-'"" _ - - --- -1 -r EFIS T I I ; I ; -..--- ! I : ! ~ I I I 't I ! I I () 0- ! -6" PROJEG TION ~ I ! ! N I 0 l{) I : I I N I V I 1--- I , I .-"t- en -----_.. ~t- -.- .-- --- ---' --- -.- --- --- --- ---- ----- ---,---' - --- -1- ..- --- ----- -..--- t-- --- --- -.- --- ...------.-- - N ~--- , --+--- i i ---...-.... --- --- ------ --- --- ---.--....----- - I D I D I I ! ! I I I PAINTED SlUc.cp , I I ; i I i i - FOOD PANTRY ENTRANGE NORTH ELEVATION Seal e: 1/8" = 1'-0" ____~EILlN~ _ _ _ _ _ \J18'-6'" _~EGOND FLOOR _ _ : ~O'-6'" __I ____~EILlNG_ _ _ _ _ _ \J8'-o" STANDING SEAM ROOF \ I I \ I I I , I , ! ! ! ! ! ! ! I GANOPY -\ I I I I I i I I I I \ , , i I GElLING \ I ! ! 1-------00 t-- 00- 00- -___ ---- ---- ---t-..-.-- -....- ----------.._----- ----- ----~ -----n-&-TB'_6'11 - - - - -- 'I I , I I I I I I I , I I II I I I , , I 1 I !l------ I I I ~EGOND FLOOR ! ! t-- ! ! I , ;:::: :- 10'-6'11 - - - - - - I I ;:::: I -.--J-----_____ .--l- 00 ___..J ________.__ __00- -._--- _._00- _-_00_--_._- 00_-.- I ~~HE.AD~ ! :::: I I I __~EILING 1 I ===OV!::RHE.AD= I i 1 -. -- .- --I '- 00 - .... ... .... .. - -+ .- _OOR ~ - '= P.AJNTED STUCCO I B'-o" ! ;:::: OOR = ! ! I !I ! I ! = D :::: I I == I II I I I I I I I I I ;:::: , , , , I I ;:::: I : I I I I .J ;:::: _L_ _L__ I ..l __L__ __1 6\ TOP OF SLAB _J ;:::: .i.- .. .- -. -- - -- _. -- -- -- -. -- -. .- -- -- -- -- -- .. 00 -. -- -- .- .- 00 -- -- -- - -- -- .. .- .- 00 .. -- -- .. .. _. FOOD PANTRY "-'" 0 -0' EAST ELEVATION Scale: 1/8" = 1'-0" I I I i ! ! I i I ! I : SPLIT FAGE i BLOGK I I / / STANDING SEAM ROOF I I I i ! ! I i I I I ! I ! I /' il'iIN DOil'i ---./' ---- I! --1'-- ---- I - - , - r-- - ;t- --- I -- I ~~ ~~ 4---- ! i ----- I I EFIS I GElLING i i I ------18'-6" :1' \: Ii SECOND FLOOR L~ _ _ _ _ _ GEI~~~-&-n_n_ _ too .--00-00-00-00-00-. tn-------n-n-n-n--- ---- tn----n--- .... ..-.... ........ .... ................ --.. -.. -- .... .. RETENTION --- -- --- -- -- - I 6" PROJEG TION -CONTROL RETENTION il'iAREHOUSE OFFIGES il'iAREHOUSE ... EXIT OFFIGES .. I I I i ! ! I i [ I I ! I ! I RETENTION ./ ~F 5!..AS R G 5 ENTRANGE - -- -- RETENllON./ VENT 12 --- --- --- - --- EFIS 6" PROJEG TION 00- 00_ 00_ --- .-- 00_1__ 00_ ___ 00_ 00 SOUTH ELEVATION SCale: 1/B" = 1'-0" ~~d1 '\ 02/18/03 REV: 01/18/03 JA Y F. MYERS 4959 - # AA -OO<B461 I I . . I 2.0 s < <: 8 a ~ 8 8 ~ ..... < 0 Q) 8 < .....J >( ~ .- @J ~ ::f ...c:: ~ 0 ~ z ~ Q) - :>.. ~ S r/) CQ ; ~ ~ t: 00 :::> ~ r/) ~ 0 r---- ~ I <: V) 0 0\ V) ~ , 8 f--- r---- N r/) r---- ~ ~ rIJ :::> ~ ~ ~ <: ~ 0 8 .-I 0 r---- ~ r---- I ~ V) 0\ 0\ V) , r---- N r---- n___~EILlNG_ _ _ _ _ _ , ~B'-6" ! I ! _~ECOND FLOOR _ _ I : \:W10 '-6 II "-1" - ._..J . GElLING ---'--Si,-o" - - - - - - .c( (d Il 9 ll.. ~ ~ Hl d \) - > f6 \S) ~ - Z J 1: 1: LU ::::) ~8 ~ LU ll..\S) F ~J Il -I() ~ u- :r. ~\I) ~ ~:J ~UJ z Ii if) ~ A-2 EXTERIOR ELEVATIONS OF A-4 1@ X X X X X X ~ ~ 4' C.I.F 4' C.I.F \l \) ~ ~ ~ ~ ~ ~ 0 ~ ~ . ~ . .~. ~ i ~. ~, \) ~ \) ~ N ~ N ~ , 8 .... \) ~ '. '. \) ~ . . ~ ~ .. 8.' ~ \). ~ L.ANDSGAPE EI5'~E"'6F EXISTING PAVING I = LANDSGAPE 9 BUFF!::R in ~ \) ~ ~ ~ \) N SO SG R1-1 RPOl.e z ~ '" . , :r l5 ~ l:1 . LI\ ~ '<t: ~ b ~ ~ () N \l Z ~ i ~ ~ I , tn N I ~ , )> ~ ~o"'J.. ,.." 0 ~ ~ ~ C.ON Te P"'D i ll' 21'-2 1/2" . ~ j ~ ~ \) ~ ~ ~ \) N STORM M...NHOl.e C....TtH~,66N ~ ~::"'NHOl.e~ :z ~'" 0 4" X 4' , :r FC.M l5~ X X l:1 .. LI\ LI\ 't b ~ 4' C.I.F ~ ~ () N \) z \!! ~ t:! \) ~ \) tn N ~ )> ~ Ed] ~ONITc:::>RNG V'el.l. 0 ~ ~ c.ONCP-ere PAD ll' 21'-2 1/2" . ~ j ~ ~ :::> \l \!! ~ ~ \l N SEC.TION 10, TOY'lNSHIP 2"1 SOUTH, RANGE 15 EAST PINELLAS COUNTY, FLORIDA NEiI'i GATE il'iITH LOGK x- "~1' EDGE OF EXISTING PAVING 1 N 00.eo'06" E 1.50' (D) 1.42' (M) SEc.TION 10, TOY'lNSHIP 2"1 SOUTH, RANGE 15 EAST PINELLAS c.oUNTY, FLORIDA ~i" N' 4" X 4" FC.M --9 t LANDSGAPE - BUFFER 4" X 4" FC.M x-- X 6' C.I.F 110,62'(P) X 6' C.I.F .. 'X_ X-. - S e-crs"l'~e" E . ". 110.62' 116.96' ( ~]~]~KNO~ eET C~!:l? 11:2'1 INCH RO ELEVATI(:;ol = 24.:t:3 FEET' ~ () cj LI\ '" ~ Q () LI\ ~'~ SYMBOLS 4 STRIPPING TO MEET GITY OF GLE"A.Ril'iATER ST .AND.ARDS ~ ~&" 816" 7' &" ,. ~ i" = ~3" ~" S" ''V .. o. FoP Ol.e 1 ::2f;.18 sq ft {f x 4" X 4 FC.M X 4' C.l-F DO NOT ENTER SIGN R5-1 112" FC.IF. P I.SI4626 I II II ~ II ~ :: ~-"f.-"-"-" .. = II II II '" ~ (l'\ ti LI\ ~" PROJEGT eeNCHMx<.t<. NO.1 :f:TCAFf>!:l? 11:2" INCH ROD ELEVATIc:N = 24.25 Ft:ET 1 S 73. <1-6003'<7" , 9' (~) e cj @ FC.M '" ~ STORM M...NHOl.e "'ND C....TC.H BAS N Jt= LANDSGAPE a BUFF!::R ..- 112" FC.IF. P I.SlI4626 BROKeN 4" X 4" FC.M 4" X4" FC.M Nc.ReTt; pOV'eRPOl.e pOV'eF.POl.e 2' ONC.F.eT C.~B STORM DF.A1 2' c.ONc.ReTe C.U B c.eNreRl.lNe OF H"'RT STF.eeT-=1 ~ seV'e::"'NHOL..e ~ c.eNreRI.Ne OF H"'RT STR~~ ~ seV'eR M...NH Ol.e ~ seV'eR M"'NH OL..e HART STREET ONE ~AY ~ HART STREET ONE ~AY ~ ~ = TREE TO BE RBvfOVED r .. ----; ~"J = TREE PROTEGTION B.ARRIER TO GITY OF GLEARil'iAT!::R ST .ANDARDS NOTE: ROOT PRUNE @ GURB LINES TYPIGAL TOTAL INTERIOR LANDSGAPE: 3105.'13 SQUARE FEET INTERIOR LANDsc.APE PLAN Scale: 1" = 20 rt TREE REMOVAL PLAN Scale: 1" = 20 rt ~J) 02/18/09 REV: 01/18/09 JAYF. MYERS ~5q - # AA -o0034b11 I I s 8 a 8 .... ~ >< .- -< < ~ 8 ~ -< 0 < ~ ~ ~ g ~ ~ ! ~ ; i ~ ~ 8 ~ r:I'1 :J ~ ~ ~ 0 o I ~ 00 ('f') ...... r- tr) ~ I ~ r- ;x: < ~ 8 ...... r- tr) ~ r- N r- <( a Ii 9 LL ~ ~ \f) d UJ \) - > ffl \f) ~ - Z ::) L 2 LU :::) ~8 ~ LU LL\f) ~ ~::) ~ ...1() u- :t Lt\!) ~ ~- LU-J z zUJ If) Ii ~ A-9 INTERNAL LANDSCAPE 4 TREE REMOVAL PLAN OF A-4 -kf/) ^'~ :P ~o ~ . LU ~ lU --J 1- ~ L . Z (\ (\ ~ OV'eRPOl.e ci-0 ~~ o"fJ ~ ~~v ~-{,\r:r 9-~ ~~() J>- ~~~~ ~~~ 9-~~~J>-g /~ ~~0~O ~~CI (:; ~ ~0 'P~ ~J>-~ 6 EXISTING PAAKING SPAGES FOR RGS FOOD PANTRY GI'X1 GI" E GE OF EXISTING PAVING NEiI'i G ATE il'iITH LOGK EiI'i 5' il'iALK ON GRADE 6' C.I.F I 4" X 4" FC.M 0"" 2 " 1 " <) GROUND SIGN 00 e,' 8" ~ () c) LI\ o '0" ~ o '" '" n... n... '-' '-' LI\ LI\ N N 't 't ~'o 5" AA1" ~ 8" 8" *16" -- --20 --- SIGHi 1'"R I.AN GL.E b/ 8" q" o 1" 1" '9 '9 2m 10" / / / / . . , . .o. .." .. .0 ~ . '\J 0,9" C<<" no o~, AUXILIARY PARKING PLAN SCal e: 1" = 20 rt ~ o 5 10 I I 20 30 I 50 x x x 4' C.I.F NOTE: P .ARKING SP AGES 4 LANDSGAPE ISLAND MOVED TO SAVE GOOD TREE EXISTING ENTRANGE GATE lU ::) Z lU ~ lU Z - > lU ::) Z ill ~ ill Z - > 06/16/09 REV: 01/18/03 s o -< <: u ~ 9 ~ ~ ..... -< 0 ~ < ~ .~ ~ @ ~ ~ .c: = 0 ~ ~ ~ ~ ~ 8' ~ ; ~ ~ tZl _ r--- ~ ~ ~ 8 ~ ~ rIj ~ ~ ~ ~ ~ ~ 0 ~ o r--- ~ ~ .;, ~ I r--- N r--- PLAZA STREET ~ i \0 d lU \) 5 III \0 ~ Z ::) L oc 3 ~ () LU 1L \0 ~ ~::) ~ -1 () J: U - I ~ \!) It ~:J () ~ ill Z Ii ~ N 42,S(P) (\ 2 \) AI ~ ~ (\ ~ ~ ~ N in ~ ~ ~ A-4 AUXILIARY PARKING PLAN OF A-4 <( Q ~ -J 1L LANDSGAPE PLAN ~ '> -<(I ~ ~ ~ :i EDGE OF EXISTING NEiI'i GATE :V1NGl il'iITH LOG~\ @ \.1..J \ / /P};;:.. -~ \ \----NEiI'i 5' il'iALK I \ \ J / \J.J ^ 'ON SRADE~ ~~ v / j ~ \ . c~C.Fl ~r--. 1.1- _ X 6' C.I.F X X ~ /- ~{ ({? lry~:~:~' ::f.'~:;?~:::I:::I::: :-....\.:1..:.1.:;:1:.:'>1:::. :::. t ~ :\ '::0::" '::I;;;; ~::J~:l:.]:;f.l:::J::::l':'J:::J::::l'.:~::'J:::FI:::X.:::}:::r;it{ :'::I:::J':::l~':"::W':'f.':~ ..:'t.':' .. ~ - . :-: N .\) ':: ~. ,~,. n()~ \J..l} \(J~ (!4~. '0 ~~!IE eft;; /~';:: ~ /'N?).\VI I t "...~.':'...")~ rc...--r'U. r~ ~ ~ ;ru:; \., J ~:.j o ..0.01'0 ~ . l., ~~ ~ ~ . . . .... ... ~ ~ e~' " '.:i A ~ ~ .. .. '" ..~ ~\Jo ~ ---- ----- GF..OUNO "'"'.....~ NC 111\ ~ ~ fM:i\' SIGN ~ \.J.J 0 ~ \12~ ~ STOP SIGN r-SYMBOLS 4 STRIPPING TO MEET ~ ~ ~ R 1-1 \ GI1Y OF GLE.ARil'iATER ST AND.ARDS\...1J t 20' SIGHT TRIANGLE ~ ~ t NS\ ~ ~OJ/~~ ~ ~ ~ "-v' ~ __" ~ /~ P , ____ _____-;. ........ . ......... \J.-/ ~ , ~v ~) ".,~O 0 ~~~~~~ ~ ~ /' ~ ~ :~:OO 00 (/ ::::~ .~~ :. \f7 ~ /' a ~ :::'^ 0 ~...: ~ .~ '-...!../..--,. .:.: / 'SOD '8 ~ ".'\""/0 0 ".f~ fNG\ ~ , ' ~ ~iGJ2b = P' A =~ :::: 0 CP'^. = = ~ 2! .,... ~ J.:::. \IQ.I \ :~ ~ I /~ * ~~I f'" ~ ~,'. v<;,.~.;.........Y.. . / ~.A.'.: ~ \ ~ ~ ~l.etl ~ ~:\ 7 t',: ~ ~ ~ -4~c~~~ ~c ~)I , . ~..... ICi\ ~ l htlJi \1 J ~ ~ [>', 1/ ~ '-L/ ~ ~ .A 'j? V/ REFER TO GIVIL '" / \J.) ~ ><. DR.AY'tING ON ~ .......... ./ _ ~ __ SHEET G-5 / ~ . \ IV5\ >f. / /~ ~ ~ / / ~ . ~>< / / :"oo'~ ~ / / 70; w (;.~ //j/ " \~ o / ^ 4" X 4' t . .. ~.-r IPir FC.M ~ .~ '"/ v ~ ~ .. . . ~~ ~. . C \J J \L'~ .. '0' . rJ ./ ~ " ... ~:i: DUMPSTER ~ 4' vl.F o / / /. .. ~ ~[\.. NS\ / ///: ~ ; 'Y /;/ /~.: / ~ / ~ c>. ~ ~~ % ///;. ~ j~ / DO NOT (to\ 8 ENTER .'6/ / ~ iNRS-17\ / / /: /. Aj'\/ ~ . "'. / /l ~ ~ A)'; W . :: \, '_ ~~ ...... ~~"" j . 00 IMA STORM MANHOL..e \;:=; <j .:~: ", t::.........D ~ 1l'll,,1 '" ! .? , \f:?!j;I \.1..J AND "JC:: .. ------ __;;;J\./ (I '"ll ," CATC.HS,aeN-' l-= . : :::... \ J 00_ / .;;: : .. \1\ :: : : : : : : : : : . }o"'\ JJ: ~ ;..." '\. -.,. UI J '.. . . . . : 7~" . . ~ 1\. _' .:.1............................ A~\\'\. ) , .~.::::. I .:::.:.....~ '.': _ ,~J \~ v \.. I =:~: ;;;:~ :~.'~:: ",,'''(. J.~. . n.. ..... W"W ~ll:)(~ '\. ~I~ /..~ .~:o. ~ I 1t'l.d4'.PU)..;f) ::I::~.:::.:'!', "'"' ---. ~ ~ ,... . .~.'. -:-. ..' " .,"'.~ . ':."~ \. -- 6. ":'.. .". " ~('.E!.~)~?' " -y .'T~. ~._5~.CON~i'Eu5DE~ K " '. .L>, '- fM.'1\ ~ .,0.' ~ .. .'" ^. . v /. . . .~. '\ . -of> . ., 'Y 7' .-:. ,^ ~ -4<..<.Nc~eie-- ....... \ _ -IT ~ \ \ / / ~ ~ _ SO!.;' /...i'\. STORMDfO,~~ '""EW \..Y '-!./ ~ SIDEil'iALK 3 \ // / _ F\, ON GRADE \ ~ c.eNTeRI.NeOFHARTSTF.eeT~ ~T- seV'eR MANHOl.e "L- 20' SIGHT TRIANGLE HART STREET ONE ~AY ~ SHRUB PL.ANTING DETAIL. N. T. S. FOR l^lA5HIN6TON OR CAeBA6E PALM NSTALLA110N ~ TRIt-! ALL FRONDS AT TME OF DIGGING AND PI.ANllNG 1> : ^ ALL TRUNKS t-!U5T BE !:MOOTl-l .AND NOT FIRE 5CARED 20 LAYER!; BURLAP PAD AT euFPORT CONTACT - NO NAL.E> IN TRa: V'(OOD 2" X 4" P. T. BRACE SPACE Tl-lREE AT 12:) TYPICAL ~ .: ~ l~ ,~ c ~ lri '~ ~ g ~ ~ N .~ UI '~ m ~ ~ X ~ \J.gJ X X SOD PALM PLANTING DETAIL N.T.S. tPA\ ~ ~ ~ ~ '@I . lil~ 1>. ~ '.A D L.--- );::3 ~l.-- JY ~ ~ ~ \J n... 6 l- iE lu Ii f- :I: ~ IlJ :I: ....I ~ Itl ~ 5lJRVEYOR'5 TA661N6 TAPE b" t-!N LEN6Tl-l CROffi SPREAD 0/ /~ FF E AN X ~ !!l ~ Iq ~ Z '~ ~~~, N X REMOVE DEAD AND IN..JJRED T\i'l16S. TRIt-!I>ND RErAN NATUAAL SHAPE j,j 10( s:; ~~ III l:l ( ~ I'l ,_ 2 1 /2" ~ ( ~~ ~ ~,: in' ~' ~ 9' '" L::i III i ^D ~ SOD ; '.2~[1'). g ~> i\ ~ N " nqQ /~~ /; /5 - 12 6A6E 6ALY.ANIZEP !^lIRE> SPACED AT 120 AROOND TRa: .AND SET AT 45 AN6LE !^l1Tl-l 5 IIbe DUCK BILL .ANCHORS OR EGIJI>,L REMOVE SlJRLAP FRat-! TOP OF BALL 4" t-!IN. ~ ~ ~ ~ >.;;; ~ f.? t~NT ~ 'l----" N5\ V\12j TREE PLANilNG DETAIL~ N. T, S, PL.ANl1N6 SOIL t-!IXlURE "'M tNC:\ ~ 5' t-!IN t-!ULc.H 5" t-!IN S~CER EX1511N6 SOIL REMOVE CONTAINER FRat-! ROOTBALL 1/ LANDSCAPE PLAN SCale: 1" = 20 rt PLANT LIST KEY GTY BOTANICAL NAME COMMON NAME SIZE CONTAINER REMARKS AE 40 ASPIDISTRA ELATlOR GAST IRON PLANT 12" TO 15" HIGH 1 GAL GA 1 GRINUM AMI::RIGANUM STRING L1L Y 1B" TO 24" HIGH 5 GAL IV 11 ILEX VOMITORIA Y,t.()PON HOLLY 12" TO 15" HIGH 3 GAL LI 4 LAGI::RSTROMIA INDIGA GRAPE MYRTLE 2" GAL 8' HIGH MIN GONTAINER OR B 4 B MG 2 MAGNOLIA GRANDI FLORIA SOUR THEN MAGNOLIA 2 1/2" GAL 10' HIGH MIN CONTAINER OR B 4 B MJ 645 MINIMA JASMINE JASMINE 4" TO 6" HIGH ROOTED GUTlNGS MG 35 MYRIGA GERIFERA Y'W< MYRTLE 18" TO 24" HIGH 3 GAL NG 115 NEPHROLEOIS GORIDFOLIA BOSTON FERN 12" TO 15" HISH 1 GAL PS <1 PHILODENDRON SELLOUM SPLIT LEAF PHILODENDRUN 18" TO 24" HIGH 5 GAL PG 55 PHOTINIA GL.ASRA RED TIP PHOTINIA 1B" TO 24" HIGH 3 GAL PA B PRUNUS AUGUSTIFOLlA GHICKASAiI'i PLUM 2" GAL 8' HIGH MIN GONTAINER OR B 4 B GV 5 QUI::RGUS VIRGIN.ANA LIVE OAK 2 1/2" GAL 10' HIGH MIN GONTAINER OR B 4 B RS 15 RHODODENDRON SIMSII FORMOSA AZALEA 1B" TO 24" HIGH 5 GAL SF 6 SABAL PALMETTO GA6BP-6E PALM 14', 16', 1B' HIGH SOLID EARTH BALL NOT FIRE SGARED TO 3 TAXODIUM DISTGHUM BALD G YFRESS 2 1/2" GAL 10' HIGH MIN CONTAINER OR B 4 B VS 131 VIBURNUM SUSPENSUM VIBURNUM 18" TO 24" HIGH 3 GAL PROVIDE TREES, SHRUBS AND PLANTS THAT GOMPL Y V'IITH STAND.ARDS OF FLORIDA GRADE #1 OR BETTI::R AS GIVEN IN GRADES .AND STANDARDS FOR NURSERY PLPNTS, STATE OF FLORIDA, DEPPRTMENT OF P-6RIGULTURE.AND CONSIJMI::R SERVlc.E5. .ALL PLANTING AREAS AND OTHER AREAS AS INDIGATED SHALL REGEIVE A MINIMUM OF 3" OF PINE ST~ MULCH. SOD AS INDIGATED SH.ALL BE DOT GRADE PENSAGOLA BAHIA. PROVIDE ,t.()TOMATIG IRRIGATION SYSTEM TO PROVIDE FULL COVERING OF PLANTING AND ::aD .AREAS. - SURROUNDING ALL NEiI'i PLANTING .AREAS. SYSTEM TO HAVE RAIN SENSOR V'IITH AUTOMATlG SHUT OFF. 02/18/03 REV: 01/18/03 JAY F. MY~: 4C15~ - #AA - '.L . . -< ~ -< < < ~ o ~ ~ ~~ ~~ ~ : ~~ -< ~ 8~ 00. E-- ~~ ~ ~ < ~~ E 8 a ~ Q) q ~ .- @ ..c::: ~ ~ ;;>-. E 00 ('f') - r--- I tr) 0'\ tr) , r--- N r--- >< ~ o o - r--- , tr) ~ I r--- N r--- oe( ~ Ii 9 1L I m d \) - > Iri \I) ~ - Z ::) 1: 1: LU ::) 8 ifi Ii ~ () LU lL\I) F ?:::) ~ -J() :r u- I ~\!) Ii ~- () UJ--1 z zLU 10 Ii ~ L-1 OF L-1 EDGE OF EXISTING PAVING NEiI'i GATE il'iITH LOGK SEc.TION 10, TOY'lNSHIP 2"1 SOUTH, RANGE 15 EAST PINELLAS c.oUNTY, FLORIDA STOP SIGN R1-1 S> ~ ~ \) N -I>: ~ ~ ~ \II ~ ~ x z ~ . '" ~ :r ~ l:1 LI\ ~ 't 0 ~ ~ ~ () Q 1'1 ~ Z ~ ~ \) N ~ )> ~ ~MONITc:::>RN.s. v-el.l. 0 ~ ~ m c.ONCP-eTe P"'D UI . ~ ~ x ~ \) ~ \) ~ N STORM M...NHOl.e "'ND C....TC.H BAS N STORM DfO,A1 X 6' C.I.F ~ X'" X-- S e "S"I'2e"E -' ", 110,6~' (p) 116.96' (M ,', ~ PROJ SENc.H JlRK NO ~T C. 11.2' INc.H RO ELEVATICN = 24. FEET o PRIMARY SIGN SYMBOLS 4 STRIPPING TO MEET GITY OF GLE.ARJ^lA TER ST AND.ARDS ~ db ==2~ :.0 .' . . : <> . \) / // HANDI GAP SIGNS ~2i" REFER TO GIVIL 1.,.1 DR.AV"(ING ON SHEET G-5 <<~ o DO NOT EN TEl<. SIGN 1<.5-1 PROJEC.T J3e.1c.HMJlRK NO,1 ~T c.APPED 11.2" 1Nc.H ROD ELEVATlcN = 24.25 Fa:T I " ~I 16" .14" '0 qp ,"'" " BROKeN 4" X 4" FC.M c. en:! Te C.~B ~ sev-e::...NHOl.e ~ c.eNTeFtLINE! OF '"'ART STReeT~ sel'le~ OL..e HART STREET ONE ViAY ~ EXTERIOR LIGHTING PLAN Se,ale: 1" = 20 rt SITE LIGHTING LEGEND c::@ (1) POLE MOUNTED LIGHT c::::(p (2) POLE MOUNTED LIGHTS @ 1800 ~ (2) POLE MOUNTED LIGHTS @ '100 db (3) POLE MOUNTED LIGHTS @ 1800 * (4) POLE MOUNTED LIGHTS @ 3600 [;. GROUND MOUNTED AGGENT LIGHT [Q] GROUND MOUNTED UPLlGHT SPOT 4" X 4" FC.M 011" 4" X 4' FC.M 4' C.I.F &"0 ~ If\ c) LI\ ""0 1,,,0 4" X 4" FC.M pOV'eRPOl.e x X x X 4' C.I.F X ~ 02/18/09 REY: 01/18/09 JAY f. MY8<.= 4C15'1 - ** AA -OOO94b1L I I E o u 8 8 ..... Q) ~ >< .- < < ~ 8 ~ < 0 < ri ~ ~ ~ ~ ~ ~ ! ! ; i ~ r--- ~ ~ ~ 8 ~ ~ 00 ~ ~ ~ it ~ 0 o I ~ o o - r--- , tr) 0\ tr) I r--- N r--- .c( a Ii 9 LL ~ ~ U) d UJ \) - > Rl U) ~ - Z ::) 2 2 UJ ;::) ~8 ~ UJ LLU) F ~:J Ii .J() ~ \)- :I: ~~ ~ ~:J ~UJ z If\ Ii ~ E-1 EXTERIOR LIGHTING PLAN OF E-1 02/18/09 REV: 06/16/03 JAY f. MYER: 4'15'1 - # AA -00034611 I I SEMINOLE ST ~ j51TI: it u.J ~ F HART ST J: ~ r- ~ }:: z JONES ST lL z DREJI'i S T SEc.TION 10, TOY'lNSHIP 2"1 SOUTH, RANGE 15 EAST PINELLAS c.ouNTY, FLORIDA NEiI'i G ATE il'iITH LOGI< EDGE OF EXISTING PAVING 41 5 6' C.I.F 4" X 4" FC.M 8 < < ~ ~ 8 ~ ~ ~ < 0 8 =2 ti ~ !il g ~ ~ ! ~ ; ~ ~ ~ < 8 ~ rLJ ::J ~ ~ ~ 0 o I ~ -x 6' C.I.F X- DUM STER 110.62' (p) ~/2" FC.~ i-B"6225 b 5~~~V'I N " , , , , SITE LOCATION MAP ~ () c) LI\ N NTS 1 SCHEDULE OF Df<.~INGS STOP SIGN R1-1 SY BOLS 4 STRIPPING TO MEET GITY OF GLE.ARJAlATER ST .ANDARDS A-1 SITE PLAN A-2 EXTERIOR ELEVATIONS A-3 INTERIOR LANDS GAPE AREA AND TREE RElvI OV.A.L PLAN A-4 AUXILI.ARY PARKING PLAN L-1 L.ANDSGAPE PLAN E-1 SITE LIGHTING PLAN 9 ~ - - - -20- - -- SIGHT / / 1'"R I.AN GL.E / /' // b ~ () c) LI\ 00 (of') ..... r- '" ~ = , lr) 0\ lr) 8 5" . 'V .' . I r- N r- >< ~ c,~~ SITE DATA '" x x X .6 4' C.I.F NOTE: '" P~KING SPAGES 4 ~ Q \ ~ LAND5GAPE () r ISLAND MOVED TO 98 LI\ ." Gf SAVE GOOD TREE X 4" X 4' FC.M X X 4' C.I.F 4~.5 (P) ~ \) ~ ~ ~ \) N o o ..... r- ZONING = "C" USE = COMMERCIAL / OFFICE G~ERAL. ~ ~ ~ in ~ ~ g '" , lr) 0\ lr) = 4:.:2,15B SQ. FT. (O.'\B AC.) = 4.2,1Se SQ. FT. (O.~ AC.) SITE AREA PROJECT AREA , r- N r- EXISTING BUIL.DING EXISTING ASPH/C.ONC. EXISTING OPEN SPACE = 0 S.F. = 0 S.F. = 4.2 ,1SB S.F. :z: . l:1 ~ ~ \) ~ ~ ~ \) ~ \) N ~ )> ~ ~ ~ ~ Ul . ~ i ~ ~ \) ~ FIRe HYDfO,...NT ~ ~ ~ \) N ~ ~ ~ ~ 't b ~ () C'\ z PERVIOUS AREA = 4.2 ,15B S.F. OR 100% 'D PROPOSED BUIL.DING S.F. (GROUND FL.OOR) S.F. (GROSS BUIL.DING) S.F. S.F. = 11,0'\.2 = 14,Sc:t2 = 11,:.:259 = 1,.291 ,( ~ ~ ~ PROPOSED PePHAL T 4 CURB PROPOSED CONe.. SIDElI'lAL.K 31 \D Z ~- ()~ -J 1 I d PROPOSED OPEN SPACE IlvtPERVIOUS AREA PERVIOUS AREA 19,1B:.:2 S.F. =:.:2<1516 S.F. OR 6'\..2% = 19,1B~ S.F. OR 90.e% r>. ONITc:::>RNG V'el.l. 0 c.ONCP-eTe P"'D 21'-2 1/2" FL.OOR AREA RATIO = 026 \f) ill \) - > 16 U) ~ Z ::) 1: oc8 () 1L\f) ~::) -1() \)- ~\!) - ~...J ~lU Ii "t\Ci\ lo0 DO NOT ENTER SIGN RS-1 11 STORM M...NHOl.e "'ND C....TC.H BAS N '? ..- BROKeN 4" X 4" N FC.M 126.68' (M) NOTE: 10'-0" e~ pOV'eRPOl.e LU ::::) ~ LU ~ ~ 1: ~ ~ () Z If) ~ STORM DfO,A1 ALL TRAFIG SIGNS MUST GONFORM TO THE MANUAL ON UNIFORM TR.AFFIG GONTROL DEVIGES. ~ ~::"'NHOl.e~ c.~NTeR.LlNe OF HART 5T1"teE:T~ HART STREET P;ARCEL 1: LOTS 1,2,3, .AND 4, BL.OGK "A: BON AIR, ..AGCORDING TO THE MAP OR PLAT THI::REOr AS RECORDED IN PL.AT BOOK S, PAGE 11, OF THE PUBLlG RECORDS OF PINELLAS GOUNTY, FLORIDA, LESS AND EXGEPT THE FOLLOiI'ilN G: LESS THE il'iEST 14.3e FEET OF L.OTS 1,3, AND 4; AND THE NORTH 1.5 FEET OF LOT 4; AND LESS THAT PORTION OF LOTS 1 AND 2 DEEDED TO THE STATE OF FLORIDA IN O.R. BOOK B1S, P.A.GE 616. P~ P~ ~(C~~g~ P.AJNTED STUGGO Building a Better Community - BAGK L 1GHTED PANEL SITE PLAN SCale: 1" = 20 rt Fl>(;.... ..... "" rY~ t, 't 1 ~ ~(b~~ FOOD PANTRY B-P'Z0l? ~ .,(;qZy ;- SPLIT FAGED BLOGK / P.AJNTED DARK BWE P ,Af<CEL 2: LOTS 36, 31, 3C1, AND 40, DREiI'i PARJ<, .tGGORDING TO THE MAP OR PLAT THEREOF AS REGORDED IN PLAT BOOK 3, PAGE 40, OF THE PUBLIG RECORDS OF PINELLAS GOUNTY, FLORIDA, LESS AND EXPECT THE NORTH 1.5 FEET OF THE il'iEST 40 FEET OF LOTS 40. I 20 30 ~ o S 10 I SO A-1 t ..- 14'-0" SITE PLAN SITE SIGN SGALE 1/2" = l' - 0" OF A-4 't I 0- N o I U\ N () I m N 12 2.0 I OFFIGES il'iAREHOUSE - I! I ! I i ! ! I I ___ --- --- ----- -- --.. -r- -----__ --I - -- , I---:-f --- I -- I - -_ - - - '! - - ---.;;: fi--- ! I I EFIS I GElLING i i i ------1B'-6" : D I · Ii SECOND FLOOR! ! I ! L.-- _ +n-r---?~-n-n-.--n-- _n_' +n____n_n_n_n_n_n_n___ _____ +n_n_______ n_n_ n_no GElLING ~ __ 1 ~ ________________.__ 1___________________.___ ____1___________ - - - - - - e;'-o"~ ----- - I -- I I ! ! I! I I I I i P.AJNTED STUGCO Ii i ___ ___ _._ __ __ __ __ __ __ __I-- __ __ j __ __ __ __ __ __ __ ..,... -- --- -- -- U -- -- -- -- -- - -- .. - - .............~ DJ ~ I ~ ~ TOP OF SLAB 6\ 0'-0" '-' 12 OFFIGES I I I ~ il'iAREHOUSE V'E5T ELEVATION SCale: 1/8" = 1'-0" .... 2.0 I VENT ----~~-- I -- ~ -- ~~~ ~~-- _1--- ---- I - -- j' ....-....---- ----~ --------- ~~-- ~ ~-- ~ -t I EFI5 i I I ; ; ..___~EILING______ ? : /: : UJ1B'-6" ! ---6" PROJEG TION -1! I :~~~~D FLOOR - - - 00- 00 H-- ~_V:'_oo_ --_00- ---l---oo---- - ---- -1---+--- ----- - 00_00_00_00 - ----- - 00_-____- 00- 00-00_00- --t -:=loo~~,~N~ _ _ _ _ _ I Iii i~FSLAB - ~~~6'~TRY NORTH ELEVATION R G :; ENTRANGE 00 ~ :~~11-::./ SCale: 1/8" = 1'-0" STANDING SEAM ROOF \ I I \ I I I , , , ! ! ! I ! ! I I GANOPY -\ I I I I I I I I I I 1 I GElLING ! I I ! ! I -- -- ----- -- -- -- .. - -f -- -- -- -- -- -- --- -. -j ---.----&18'-67 - - - - - - \ 'I I .. I I I II I I I I I , . I I I I it 00 I I ~EGOND FLOOR ! ! ! ! : -------- 10'-6" I I I -- -- -- -- .- --- -- --- ---1- -- ----- --- -- -- n --- n --- -- L -- _. -.l I i I I I ~~HE.AD= y'I::RHE.AD~ i , -+ __~EILIN~ _ _ _ __ I I I -- .. .- -- -- - "1--- -- -- -- -- .. - .. ! f- OOR ~ OOR ~ P.AJNTED STUGGO ! !I ! ! 8'-0" , D I I II I I I I I ! I I I I I I TOP OF SLAB _J -- -- -. - .. -- .J -- -- _L_ 1--- .. >-- -- .- -. -. -- -- -. -- .L.. .. -- -- .. -- -- - -- _.l -- -- -- -- - -- - __L__ .- - -- -- -. -. -- -. .. _.1 -- .- -- -0'-0' FOOD PANTRY EAST ELEVATION Scale: 1/8" = 1'-0" --j- I ! I i ! ! I i I : I : SPLIT FAGE i BLOGK ! I / 7 STANDING SEAM ROOF I ! I ; ! ! : /' il'iINDOil'i ~ --- -- --- -- -- - ! I ! I -r -- -- 6" PROJEG TION - CON TROL J P.AJN ED STUCGO RETEN TION RETENTION il'iAREHOUSE OFFIGES EXIT il'iAREHOUSE OFFIGES .. ~ I ! I ; ! ! I i RETEN TION VENT -- - --- --- EFIS ---------. 6" PROJEG TION SOUTH ELEVATION SCale: 1/B" = 1'-0" .._..~EILlNG_ _ _ _ __ \JTB'-6" ! I ! _~EGOND FLOOR _ _ I : '="10'-6" '--1' ___..J . GElLING "-'--~l-O" - - - - -- 12 I 2.0 --- TOP OF SLAB -0' 02/18/03 REV: 06/16/03 JA Y F. MYERS 4959 - # AA -OOffi461 I I I s < < 8 8 ~ 8 8 C': ..... < 0 ~ < ...J ~ ~ ...... ~ @) ~ ~ ..c: ~ 0 ~ ~ Z CI) - ;>.. ~ S C/). co ; ~ ~ ~ 00 ~ ~ C/). ...... 0 l- ~ I < I.f) 0 0'\ I.f) C': , 8 E-o l- N C/). l- C': ~ ~ ~ ~ S2 ~ < ~ 0 8 ...... 0 l- ~ l- I ...... I.f) 0'\ 0'\ I.f) , l- N l- ~ ~ ~~ \ J~~ ~ .. a - ~ - ~ ~ \f) d LU \) > 16 \f) ~ - Z ::) 1: 1: LU :) ~3 in ~ LU u..\f) F ~::) It -1() ~ u- :t: Lt\l) g ~::i ~LU z if) Ii ~ A-2 EXTERIOR ELEV A TION5 OF A-4 I = LANDSCAPE 9 6U FFI::R in z . l:1 ~ ~ )> ~ . LPN Dsc,APE ED'<;E....eF EXISTING PAVING ~ \) ~ ~ ~ \l N SO SG R1-1 SEc.TION 10, TOY'lNSHIP 2"1 SOUTH, RANGE 15 EAST PINELLAS c.ouNTY, FLORIDA X__X 11 PRO T BENc.H PFlK No =cTG W 1/.2' Nc.H f<O ELEYATcN = 24. FEET I!>" I!>" NEiI'i GATE il'iITH LOGK EDGE OF EXISTING PAVING 1 N 00090'06" E 1.50' (D) 1.42' (1"1) SEc.TION 10, TOY'lNSHIP 2"1 SOUTH, RANGE 15 EAST PINELLAS c.oUNTY, FLORIDA I!>"~ I v 4" X4" '"" FC.M --9 t LANDSCAPE - BUFFER 4" X 4" FC.M ~ \) ~ ~ \) N X__ X 6' eLF 110,6~' (P) n - ~]~]~K~~ =cTG~W 1/.211Nc.H RO ELEYATI(:t-l = 24.~ FEET' '" ~ () ti LI\ "~" SYMBOLS 4 STRIPPING TO MEET GITY OF GLE.ARiI'iA TER ST .AND.ARDS ! ! ! , I , '" 'Il... I'"' , () i ~ ~ (\ r ." STOP SIGN R1-1 .'" e. ~ ~I!>" *16" STORM M...NHOl.e C....TtH~ASN ~ \) ~ ~ ~ \) N ~ ~ ~ ~ ~ ~ \) ~ ~ ~ '" , :r ~ ~ .. LI\ LI\ 't b ~ () N Z N ~ ~ ~ ~ Ul ~ ~ ~ ~ONITOI'tNG V'el.l. 0 C.ON~TE~ P"'D i 21'-2 1/2" I I I I I I ~~ c:() ~I :t ~ \.l ~ ~ ~ \) N 4' C.I.F I!>" 1" or ol ~ 1" x l . = == I : 5" I ~, I .. DO <>: '\7 ". o' RP Ol.e . " 6 . f . "Vvvvv~v 1~ x X X 4' C.I.F ~ \l I!! ~ ~ ~ ~ '" \) ~ ~ N ~ () ti ~ LI\ ~ ~ '" .6 ~ 128.18 sq ft 'if :z ~'" . , :r ~~ l:1 .. LI\ ~ ~ ~ b ~ ~ () N \l Z ~ ~ \) ~ \) N ~ )>. ~ 8dl ~ ~ONITc:::>RNG V'el.l. 0 ~ ~ C.ON cp-ere P"'D Ul 21'_ 2 1/2" ~ . ~ ~ ~ \) I!! ~ ~ \) N DO NOT ENTER SIGN RS-1 {t 4" X 4' FC.M 4" X4' FC.M x X X 4' C.I.F ~ ~ ;Z; ~ -J . i~.!>J~S-! DO NOT ENTER SIGN RS-1 '" ~ 10 ti LI\ ~" PROJECT BENc.HMPFlK NO,1 =cT GAPPW 1/.2" Nc.H ROD ELEYATlcN = 24.25 I"l9:T 1 S 7.30 46 00.3'~7" . cr (~) e STORM M...NHOl.e "'ND C....TC.H BAS N 12" FC. R ."q l"l ~_.._.._.._.. -- J~~(r igAft 2' c.ONc.ReT C.URB JIC? L.ANDSGAPE o BUFFI::R ..- 112" FC.IF. PI.S*4626 112" FC. R PI.S04626 BROKeN 4" X 4" FC.M 4" X 4" FC.M NcR.en: pOV'eRPOl.e pOV'eRPOl.e 2' c.ONc.F.eT ~ STORM DfO,A1 c.eNreRI.IN eoI' HAftT !>'T1".eeT-=-l ~ ~::"'NHOl.e~ ~ seV'e::"'NH OL.e ~ c.eNTeRI.Ne OF H"'RT STR~~ ~ seV'eR M...NH Ol.e ~ seV'eF. M"'NH OL..e HART STREET ONE ~AY ~ HART STF<EET ONE ~AY ~ ~ = TREE TO BE R~OVED r--; = TREE PROTEGTION B~RIER TO GITY OF GLEARiI'iA TI::R STANDARDS NOTE: ROOT PRUNE @ GURB LINES TYPICAL TOTAL INTERIOR LANDSGAPE: 30C1S.2Gf SQUARE FEET INTERIOR LANDSCAPE PLAN Scale: 1" = 20 rt ~..J TREE REMOY AL PLAN Scale: 1" = 20 rt 02/18/09 R.EV: 06/16/09 JAY f. MYERS 4C15C1 - # AA -o0034b11 I I X s 8 -< -< a ~ 8 8 ez:: ..... -< 0 ~ :2 ~ ~ ~ g ~ ~ z ~ ~ ~ S' ~ ~ ; i ~ ~ 8 ~ r:I'l ~ ~ ~ ~ 0 o ~ ~ X 4' C.I.F X U) Ul \) > f6 U) ~ - z ::) }: }: ~8 LLU) ~::) ..J() u- it~ ~::i ~Ul Ii A-3 INTERNAL LANDSCAPE 4 TREE REMOY AL PLAN OF A-4 00 ~ ..... r- tr) 0\ tr) r- N r- ><: ~ 8 ..... r- I tr) 0\ tr) r- N r- ~ ~ d LU ::) in ~ LU ~ ~ ~ Z If) ~ p . ill ~~ > <( ill fJ -l ~ ~o it. >- ~ r1" :r . z ~\o~ ~~f^ ~~(j f^ l>'~~~ l>'~~ ~'f-~~f^0 /-A ?~ 0~O ~\~l;/ /.JII ~ ~0 'P~~ / ?l>'~ 6 EXISTING P.ARKING SPAGES FOR RGS FOOD PANTRY '1'X1 '1" E GE OF EXISTING PAVING NEiI'i G ATE il'iITH LOGK "-! o '" '" IL IL '- '- LI\ LI\ N N 't 't 60'. t!i' AUXILIARY PARKING PLAN Scal e:1 "=40'-0" NEiI'i 5' il'iALK 4" X 4" Fc.t-1 ')( 6' C.I.F -s e;c~osq'2B" E X-X 110,62' (P) 0". o ;ij \II '" ~ () c) LI\ '" o 10" 2 o t!,' q" o S" OI^lI:RP OI.E: ~ v t!i' *11>" - - - -20' - - - SIGHT / TRI.ANGLE // b/' /// / / / / / / / "-! o ~ (\ ~ ii1 (\ ;ij 42,5 (P) o~, '" '" OI^lI:RPOI.E: ,.. 2~ . ". . . . , . 00 <>.0' \] .. 0" .:' 0" G 013" 17'0 ~ IU r IU It \) is \) (oj ~ ~ l:\ in ~ ~ 1- ~__J---~_ I o S 10 20 30 SO X X X 4' C.I.F NOTE: P.ARKING SPAGES 4 L.ANDSGAPE ISLAND MOVED TO SAVE GOOD Tr" -00:: EXISTING ENTRANGE GATE ill :J Z ill ~ ill Z > ill :J Z ill ~ ill Z > PLAZA STREET 06/16/09 JAY F. MYERS ~5'1 - # AA -00094611 . 8 -< < 8 a ~ 9 8 ~ ..... -< 0 ~ < ..J ;.<: ~ .- @l ~ ~ ..c:: ~ 0 ~ z ~ Q) - ;>, ~ 8 r./'j co ; Cf') ~ t:: 00 ~ Cf') r./'j ,....; 0 r--- ~ , < lr) 0 0\ ~ lr) , 8 r- r--- ('l r./'j r--- ~ ~ 00 ~ ~ g ~ < a(S 0 8 ,....; 0 r--- ~ r--- I ,....; lr) 0\ 0\ lr) I r--- ('l t' ft r:f') I I<:) ~ ~ -\ r-- I -""" - -_.~~~ ~ LC Ii I Ul d () - > Ifl \f) ~ - Z ::) }: 8 LU ::::) Ii ~ () LU lLU) F ~::) ~ -J() 1: u- J: Lt~ It I:- () LU-l z zill If\ Ii ~ ".--- A-4 AUXILIARY PARKING PLAN OF A-4 EDGE OF EXISTING PAVING NEiI'i G ATE il'iITH LOCK SEc.TION 10, TOY'lNSHIP 2"1 SOUTH, RANGE 15 EAST PINELLAS c.oUNTY, FLORIDA STOP SIGN R1-1 <> \) ~ \) ~ \) N ~ ~ ~ ~ UI ~ i ~ 2: ~ . '" ~ :r ~ l:1 LI\ ~ 't 0 ~ ~ ~ () () N ~ Z ~ ~ ~ \) N ~ )> ~ ~MONITc:::>RNG v-el.l. 0 ~ ~ ~ e.ON cp-eTe P"'D UI . ~ i ~ ~ \) ~ ~ \) N STORM M...NHOl.e "'ND e....Te.H BAS N STORM DfO,A1 ~ X 6' e.I.F)( X.... x-- S 8"1"5"1'28" E',. 110.62' (P) 116.96' (M .', 011' o PRIMARY SIGN SYMBOLS 4 STRIPPING TO MEET CITY OF CLE.ARil'iATER STAND.ARDS ~ db ==2~ 00 .. . ' ... . \) ~ ",,' o 4" X 4' Fe.M \D z ~ -J DO NOT ENTER SIGN RS-1 ~"O PFOJEC.T BENc.HMI>f<.K NO.1 eeT CAPPEl::> 11.2" 1Nc.H ROD ELEYATlcN = 24.25 FEET" '" ~ It) (j LI\ 16"0 A.4" 'O~ o '",,' 1/2" Fe." P 1.S'l46 26 BROKeN 4" X 4" Fe.M 126,68' (M) e. en:! pOV'eRPOl.e ~ sev-e::"'NH Ol.e ~ CeNTeRLINe OF HAR.T STReeT--==--- se~~OL..e HART STREET ONE ~AY ~ EXTERIOR LIGHTING PLAN Scale: 1" = 20 rt SITE LIGHTING LEGEND ~ (1) POLE MOUNTED LIGHT d.O (2) POLE MOUNTED LIGHTS @ 1800 ~ (2) POLE MOUNTED LIGHTS @ ClOo db (3) POLE MOUNTED LIGHTS @ 1800 # (4) POLE MOUNTED LIGHTS @ 3600 i> GROUND MOUNTED AGGENT LIGHT [Q] GROUND MOUNTED UPLIGHT SPOT 4" X 4" Fe.M '" .6 x 4' e.I.F x 4' e.I.F x x 02/18/03 REV: 06/16/03 JAY F. MYER 4'15~ x -< < ~ 8 ~ -< 0 < u: ~ ~ ~ ! ; ~ C/'j ~ ~ 8 ~ 00 ;:J ~ ~ o(S 0 o I ~ U) UJ \) - > 16 U) ~ - Z ~ 2 2 ~3 lLU) ~~ ..J() 0- ~~ ~-J ~UJ Ii E-1 EXTERIOR LIGHTING PLAN OF E-1 8 8 a 8 ..... Q) q ~ .- @ ...c= ~ ~ >. 8 00 ('of') ,....., r--- I l.(j ~ I r--- N r--- ~ < r.x.. o o ,....., r--- I l.(j 0\ l.(j I r--- N r--- ~ ~ d LU ~ ~ LU F ~ ~ ~ Z if) ~ EDGE OF EXISTING NE~ GATE Uj > '<(I LU ~ ~ :t PAVINGl il'iITH LOCK;\ ~ G) \ I Ii{' @ '\~ '\ \--->JEV'l 5' V'lALI< I \1gJ \ ~ \ I / \..l.J ~ l...A" v ~ V v vi ~~ ~G' \~ Li-x ow v ) y r'~ ~ @ 'b~D~~-i~?C(~Y;1II I- 0 0..." 0 . 0 . . 0 . Ii . . '! ....:..::j ~ "'.:! /\ I ~ . ---- ----- ~ '- GftOUN? "'-:7~ ~ '~~ 8: 4 ~'~ STOP SI~~N'--SYM ~ IPPING TO MEET @ 0 p ~ R1-1 CITY OF CLE.ARil'iATER ST.ANDARDSw ~, 20' SIGHT TRIANGLE fMd:\ &S\ t NS\ <> 1\00 J /"'#..~ fM? ~ ~ ~ \12?J/ !PA\ ~ . ~ \-, J ,'.' . ---- -----'/ ........ . ........ --...:./ >.:; . 1> // '\C) ~ : :::60 6 ~~~~~l ~ ~ ~:: / ~lr ~ . ... 0 !/ ";;;;~ ;.'\ (GA\ 0 , "~D ~~ "\ ~ ~~~%~O~ ~~~~:'. UJ tN?-\ j ,', J V / / / CfM. &J ~ ~ = \ ~ =\== : : : :. Q . 9r.O.: = = ~ 2; :1~:;i.: : : : ~~ . W \ ; ~ 1/""" r..tSI ~ . . . .'\ ~~ IAI.A.I K . . , -- . 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D' " - . ~D - ~\~ .../, -.'. ~ _; '> \~~'~Nc.pJ: IC'Y::>O:;>I~r.~K '. . ~^' -. ~~'c.cNcRer~ SOD \ ~ ,/. . \ "'--,.. 7 / STORM DR'" ~ ~ \.J./ -- \\ M/ r---/ -~ )( ./ ~ C.I:NTERI.NI: OF HART STF.l:ET~ \/ SI:V'lER MANHOLE &.... 20' SIGHT TRIANGLE HART STREET ONE ~AY ~ SHRUB PLANTING DETAIL N, T. 5, FOR V'lA5HIN6TON OR CABBME PAl..M N5TALLATlON ~ TRIM ALL FROND5 AT TME OF DIGGING AND PLANTlNG X X : ^ ALL TRUNK5 MU5T BE :MOOTH AND NOT FIRE 5CARED .20 LAYERS BU~AP PAD AT 5l)PPORT CONTACT - NO NAILS IN TREE: I"lOOD .2" X 4" p, T. BRACE 5PACE THREE AT 12:) TYl'"ICAL .2' X 4" P,T. 5TAl<f 3' LON6 I"l.A5HED IN AND TAMP PLANTlN6 50lL MIXTURE EX15TlN6 50lL PALM PLANTING DETAIL N.T.S. CROI"lN 5PREAD !PA\ ~ ~ ~ /PG\ \@I X x 4' C.I.F REMOVE DEAD AND INJJRED 1l"l165. TRIM AND RErAN NATURAL 5HAPE f- :I: lO UJ :I: -l :i. III ~ 5URVEYOR'5 TA6GIN6 TAPE boo MN LENGTH . 2: /3 - 1.2 GME GALVANIZED I"lIRS 5PACED AT 1.20 AROUND TREE: AND 5ET AT 45 AN6LE V'lITH 3 Ilbe DUCK BILL ANCHOR5 OR EGUAL REMOVE 6URLAP FROM TOP OF BALL 4" MIN, PLANTlN6 50lL MIXTURE TREE PLAN11NG DETAIL~ N, T.5, 3" MIN 5AlJCER EX15TlN6 50lL f/ LANDSCAPE PLAN SCale: 1" = 20 rt PLANT LIST KEY QTY BOTANICAL NAME COMMON NAME SIZE CONTAINER REMARKS AE 40 ASPIDISTRA ELATIOR GAST IRON PLANT 12" TO 15" HIGH 1 GAL GA 1 GRIN UM AM I::RIG.AN UM STRING LILY 1B" TO 24" HIGH 5 GAL IV 11 ILEX VOMITORIA Y.AUPON HOLL Y 12" TO 15" HIGH 3 GAL LI 4 LAGI::RSTROMIA INDIGA GRAPE MYRTLE 2" GAL B' HIGH MIN GONTAINER OR B 4 B MG 2 MAGNOLIA GRANDIFLORIA SOURTHEN MAGNOLIA 2 1/2" GAL 10' HIGH MIN GONTAINER OR B 4 B MJ 641 MINIMA JASMINE JASMINE 4" TO 6" HIGH ROOTED GUTIINGS MG 35 MYRICA GERIFERA il'iAX MYRTLE 1B" TO 24" HIGH 3 GAL NG 113 NEPHROLEDIS GORIDFOLlA BOSTON FERN 12" TO 15" HIGH 1 GAL PS '1 PHILODENDRON SELLOUM SPLIT LEAF PHILODENDRUN 18" TO 24" HIGH 5 GAL PG 55 PHOTINIA GL.ABRA RED TIP PHOTINIA 1B" TO 24" HIGH 3 GAL PA 8 PRUNUS AUGUSTIFOLlA CHICI<ASAY'l PLUM 2" CAL B' HIGH MIN GONTAINER OR B 4 B QV 5 QUI::RCUS VIRGINANA LIVE OAI< 2 1/2" GAL 10' HIGH MIN GONT AINER OR. B 4 B RS 15 RHODODENDRON SIMSII FORMOSA AZALEA 18" TO 24" HIGH 5 GAL SP 6 SABAL PALMETTO CABBP6E PALM 14', 16', 18' HIGH SOLID EARTH BALL NOT FIRE SGARED TV 3 TAXODIUM DISTCHUM BALD C. YFRESS 2 1/2" CAL 10' HIGH MIN GONTAINER OR. B 4 B VS 131 VIBURNUM SUSPENSUM VIBURNUM 1B" TO 24" HIGH 3 GAL 02/18/09 REV: 06/16/09 JAY F. MY8<.S 4'15'1 - #AA -00034b1l I I a 0 < 00 -< ~ r:/) ~ ~ ~ g 0 ~ 0 ,..., -< r-- I 0 I VI 0 0\ VI r-- I ,..., 0\ r-- N r-- ffi o > 16 U) ~ Z ~ J: J: () ~0 LLU) ~J -J() u- ~\!) ~- w-1 zW Ii <( a (t () -J LL (t ~ ~ d ll.I ::) if] ~ w F ~ L I It () Z If\ () "t L-1 LANDSCAPE PLAN PROVIDE TREES, SHRUBS AND PLANTS THAT GOMPL Y ~TH STAND.ARDS OF FLORIDA GRADE ;;1 OR BEITER AS GIVEN IN GR,ADES AND ST AND.ARDS FOR NURSERY PLANTS, STATE OF FLORIDA, DEP.ARTMENT OF .AGRICULTURE AND GONSUMER SERVICES. .ALL PLANTING AREAS AND OTHER AREAS AS INDIGATED SHALL REGEIVE A MINIMUM OF 3" OF PINE STR.Al^l MULGH. SOD AS INDICATED SH.ALL BE DOT GRADE PENSAGOLA BAHIA. PROVIDE .AUTOMATIG IRRIGATION SYSTEM TO PROVIDE FULL COVERING OF PLANTING AND saD AREAS. - SURROUNDING ALL NEiI'i PLANTING .AREAS. SYSTEM TO HAVE RAIN SENSOR ~TH AUTOMATIC SHUT OFF. OF L-1 PROJECT -~ VICINITY MAP 405 MYRTLE AVENUE NORTH CLEARWATER, FLORIDA FOR RON DICKMAN, EXEC. DIR. 1855 HIGHLANDA VENUE CLEARWATER, FLORIDA 33756 INDEX OF SHEETS C-1 C-2 C-3 C-4 C-5 COVER SHEET HORIZONTAL CONTROL/SITE PLAN PAVING, GRADING & DRAINAGE PLAN UTILITY PLAN CIVIL DETAIL SHEET CIVIL AND UTILITY DETAIL SHEET .- PARCEL 1: LOTS 1, 2, 3, AND 4, AND THE EAST 4.69 FEET OF DREW COURT,BLOCK "A", BON AIR, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 5, PAGE 77, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, LESS AND EXCEPT THE FOLLOWING: LESS THE WEST 14.38 FEET OF LOTS 1, 3, AND 4; AND THE NORTH 7.5 FEET OF LOT 4; AND LESS THAT PORTION OF LOTS 1 AND 2 DEEDED TO THE STATE OF FLORIDA IN O.R. BOOK 815, PAGE 616 AND THE WEST 7.78 FEET OF A TRIANGULAR PARCEL OF LAND IN THE SOUTH 100 FEET OF LOTS 1 AND 2, BLOCK A OF BON AIR SUBDIVISION, O.R. BOOK 636, PAGE 356. PARCEL 2: LOTS 36, 37, 39, AND 40, DREW PARK, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 3, PAGE 40, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, LESS AND EXPECT THE NORTH 7.5 FEET OF THE WEST 40 FEET OF LOTS 40. LEGAL DESCRIPTION EACLE CONSULTANTS: /NC CIVIL ENGINEERS · ENVIRONMENTAL. LAND PLANNERS. SURVEYORS 8514 Old County Road 54, New Port Richey, Florida 34653 Telephone: (727) 524-9666 Fax: (727) 524-9328 EB No. 9497, LB No. 0000 Pant ~ G~ ~ r" J SITE J ~ ~ I ~/\- ~ U , ~1/ ~! J 1J / ~ --1 ~~ / I / 71 g \/rALM BLUFF 7 I / l / METTO ~ II. I~~ / I ~i I~;i ~ . ?I > SEMINOLE ST / ::;;iJ.~1 Q! I I I \ I "- GRANT 1 CARLTON TANGERINE - - ENGMAN LASALLE ~~ RUSSELL ____ ~ - o Ci \ tii ~ PALMETTO - / I" i!: \~ \'C:.UI~I\I. <:T I SEMINOLE I ELOR OGE ST · 'li... MAPLE \" ([ 19 A 1"-. ax>< I ~ ~ 1- I ~n":~ - z ~ JONES rs9Qh- If =11 (/ROVE tTREET - ELDRIDGE . I ' , . . . L JI-,CK<:ON DREW J it' ~ __ 1'1 ruL' "'" I \ Cleo NoterO \ \ PIERCE )\J I'.... COURT \ f- '-- I 0 ~ -,~ '\t.~ _ )\.. GROVE ~ t LAURA (' 60 I PARK ~ ~ \ / -{ ~ z I ~ , / NOT TO SCALE LOCATION MAP ~::~ r:-- 11(. , r-" ~,,~.-.!~ ~. Eb;ii)~~'~ - -::P6ut?-- y WARNING CONTRACTOR TO CALL "SUNSHINE STATE ONE CALL" 1-800-432-4770 48 HOURS PRIOR TO ANY CLEARING OR CONSTRUCTION FOR EXISTING UTILITY LOCATIONS ~ -I" WlO Cfl,.,., ::::)ro ..,. 0 '<t' '~' ~ r- c:::;l::; // // - - ---- -- ~~ ""\ \\ ) I II I I I I I I I I I I I I I I II II II II II II II II II II ,,--..., ,,--..., L 0.... :9~ 1O.0 ...- 0 ~IO ...- 0 b b 0.0 zlz I 120' x 20~ SIT~ TRIANGLE, (lYP) I I I I I I I~ , "'C I 'It..J I~ ~~ c'~ ~I l..> :fl. ~I <: ... ~ It -t 3:1 '(oli--- ...- OJ ~ N "'-.0 811' z. I I I I \~ \.. c MDR EXIST. SIDEWALK TO BE REMOVED BACK TO THE NEAREST JOINT FOR DRIVE CONSTRUCTION N 00.00'00" E 7.50'(P)(M) N 00.00 00" E 5.00'f 13,0' ^ S 89.57'19" W ONE STORY MASONRY BUILDING SEC. 1 0, TWN. 29 S, RNG. 15 E. ~~ PINELLAS COUNTY, FLORIDA ~i (f) ro . N ~ (f) r') (J) a::: I ~ W v Z N Z 1.0 <{ r')'-'" -.J 1.0 f'. 0.... - lD N 0 ~ ~vt:.. 0 Cl r') 0 "0 .. 0 z o 0 x 0 <{ o ~ ~ ~ -.J a::: L z 0 . >.G: rn +' -l -.J C >, lD <{ :J Q) lD ,...: ~ f- o ..c: lD U U (J) (J) Z "0 n:: I v W Ol - V ~ o +' N <> Z v 5 1.0 Z 8 0 ~Cl..,-.., a::: :2 ~ f'. rn 5 Q) N W z zt:.. w Qj . C ~ 0 (f) ..c: a::: 0.. Q) W OJ W I- \j Z C> Z ~ W -.J 5 () 60.05'(M) 60.00(P) 5' . I ,- 15.0' ., ~ II k N 9cr~O. _E 116.32'(M) I\~ " 7v v II 11 ~V) / - - I ~ ~>~ STOP SIGN I II ~ /./1/,- R1-1 . ' :\ ~ /A~TOP BAR I Ir'j :.,.'<~ kW/^ Wj l;'1 ~~ I~f- III :'1 ~ II: . t.. ..j ..I ,. . ~ """~V" II: -. ~;~- -- I~' l::'k~ ~ ,!.1 "~ \ II. r ::~ II I:'~ 4.5' IIJ I.:r' II~ t'3 I~ '~g I~~ l.aF1 rl ~lj I IU I~I t. \ '; :t j f... J I ~I :,1 1'1 I ~II' :.' ~ ~ I 1...1 ~~ ;1 I.:' j I ~~ ~II l:s-,I II~ It I. ~ I t ~. 11,1 ~:'1 : If.1 (.I 111 I.J t 4 5' IU l'..J I . . . ~ I ~ ~ I \ N 7.3.:-.... l{) ~. (:'oJ /. ~ ~^ , : . L5 55 '5-" "1-' N V::-- ~ JC/~/~ . 7. 7'J'~ J W A '",-"" I ?r/A//'/ \, '" ....-:-:- :'~)-..-;-:-. - _ ~ ~~ 0, ",,'" ~~ .,".. " . ~.~.; ~r:- ---":"'S'89.5~)'14" E-' . .~ --: ~.'~' 126.20'7-o\;~ =' ~'. --.L-' . -~ . ---:---",~..:--...... . '~". ",--,L.-,-~'.'.."~'--=-- 5.00' 8) o '- (J ~ 9' o '- r-- I .,' I I - 12' 5' I 12' I VI ',p ---, . I . . I o - I ~ INDICATES I CONCRETE I -l I ,pI' "" o 0> o '-- CD ~.. J '\1'",,1, ...'il1t-5.'CqN~RETEWALK. .' rL-("IT \ / -n- Lr- .. V I HANDICAP RAMPS ,. PER A.D.A. SPECS. "' .. .. . ,'--- , HANDICAP SIGNS I PER A.D.A. SPECS. :s .<t: ~ ..J w, 'GJ 0:: o ,2-' o 0' in: CD o z o 0... PROPOSED OFFICE BUILDING z o f= z w GJ 0:: ...~I '. . 5' 19.0' 24.0' ~ I 270 ' lX) '<t I DO NOT ENTER SIGN R5-1 " DO NOT ENTER ~. ':'\.. SIGN R5-1 D"~" ~ ~ ~ ~ ~ _ - ::::: ::::: ==- J -=- -=- r -=- -=- -=- _2' e"NeRUE eRUB -=- ~ -==- -==- - - = C = - 4.5' CONCRETE SIDEWALK =- ij 4.5' c~ET~EW!!!- - - \Il ~ I I~I I~I II r I~I I ~ I~ I~I II / L ~ -j ! J~l )~ \ HART STREET - - ONE-WAY (EAST) I I , 5.00' ONE STORY WOOD FRAME o '"'" I~ '"'" a.. ~ o I") o to N w I I: o o o o b o I(f) I DUMPSTER PAD PER CllY CODE/SPECIFICATIONS (SEE DETAIL) ~ ~ Seal e 1 " 20' MDR LEGEND FCM FOUND CONCRETE MONUMENT FIR FOUND IRON ROD SIRC SET 5/8' CNJPED IRON ROO No. LB1018 FlP FOUND IRON PIPE (C) CALCULATED MEASUREMENT SN&:D sa NAIL cl- DISK No.LB7078 (D) FURNISHED DEED MEASUREMENT (;~~ TOWER BASE (M) FIELD MEASUREMENT (P) PLAT MEASUREMENT 0 GROUND RING O.R. OffiCIAL RECORD C"GJ UTlUTY POLE PG. PAGE ... GUY ANCHOR P.O.B. POINT OF BEGINNING H IRRIGATION VALVE P.O.C. POINT OF COMMENCEMENT A/C AIR CONDITIONER P.O.T. POINT OF TERMINATION LFE LOWEST FLOOR ELEVATION U/E DENOTES UTIUTY EQUIPMENT R/W RIGHT OF WAY +0 FIRE HYDRANT ASSEMBLY OHW OVERHEAD WIRE 00.00 SPOT ELEVATION OHG OVERHEAD GUY WIRE 0 NCF NO CORNER FOUND/SET OAK TREE (SIZE AS NOW) IW WATER METER @ PINE TREE (SIZE AS NOW) - DENOTES BUILDING AREA * PALM TREE (srZE AS NOW) >- Z (!:: <( r- ~ z CL <( W (L I- - . (f) 0 0:::: - "" 0 0 W(!) . ::>10 ~ 0 U zl' 0 W WI") >1") LL X <( ~ W .J OLL I- " ... z W gs z <( ~ Z 4. -.JCl:: <( IW =:) L C)~ 0 Z ~ I~ U U 1O~ W o lOW ro-.J ~ > ..-0 z <( <( 0 a::: I- W Z 0 ~ N r- - (!:: ~ >- 0 2 I tr) tr) tr) tr) 0 0 0 0 I I I I w tr) 0 <D <D l- T"'"" N 0 ..-- <( I I I I 0 tr) tr) L() <D ONE STORY MASONRY BUILDING DUMPSTER PAD PER CllY CODE/SPECIFICATIONS (SEE DETAIL) @ TWO STORY WOOD FRAME - 0> 19.0' I .00' I I ISHED I 0) OW wf- o::W wO:: >0 OZ 00 o ONE STORY WOOD FRAME 20' x 20' SIT~ I TRIANGLE (lYP) -) ~ - -P'1------r- [ =i- - - I I ~ I I ~ I ~ C) ~ 8 405 N. MYRTLE AVE. - 0::: 0::: 0::: 0::: W W W W l- I- l- I- <( <( <( <( ~ ~ ~ ~ 0::: 0::: 0::: 0::: <( <( <( <( w w w w -' -' -' -' 0 0 0 0 LL LL LL LL 0 0 0 0 >- >- >- >- l- I- l- I- 0 0 0 0 0::: 0::: 0::: 0::: W W W W 0.... 0.... 0.... 0.... 0 0 0 0 . . w w w w (f) z (f) (f) (f) (f) 0 > > > > (f) w w w w > 0::: 0::: 0::: 0::: W 0::: ..-- N tr) -V L() <D DATE 2/14/03 PROJECT NO. 030031 .1 DRAWING NO. C-1 EXIST. SIDEWALK TO BE REMOVED BACK TO THE NEAREST JOINT FOR DRIVE CONSTRUCTION 23,16 21.64 --- --.... ~ ""\ \\ \ J 21,41 2/,36 I I~ '~ J52 'It...J I~ ~~ O~ +- 31 : <.01r--. .,- co ~ N "-'0 81t' Z I I I I \~ \... 23,98 2449 24,21 EXIST. SIDEWALK TO BE REMOVED BACK TO THE NEAREST JOINT FOR DRIVE CONSTRUCTION OFF-SITE BASIN NORTH 1,050 S.F. 25.3 ONE STORY MASONRY BUILDING /~ / / / / 25. / EROSIC N CONTROL I (SEE [ETAIL) i/ \ \ \ DUMPSTER PAD PER CllY CODE/SPECIFICATIONS (SEE DETAIL) 24.351 25.2 ONE STORY WOOD FRAME 25,~ L- EXIST. SIDEWALK TO BE REMOVED BACK TO THE NEAREST JOINT FOR DRIVE CONSTRUCTION SEC. 1 0, TWN. PINELLAS 29 S, COU N TY, RN G. 15 FLORIDA Scale 1 " . . GENERAL NOTES: ~ a: ~ 20' LEGEND 1. ALL ELEVATIONS REFER TO N.G.V.D. OF 1929. G.C. TO CALL SURVEYOR FOR ONSITE BENCHMARK. FCM FOUND CONCRITE MONUMENT SIRC SET 5/8" CAPPED IRON ROD No. UJ7078 (c) CALCUlATED MEASUREMENT (D) FURNISHED DEED MEASUREMENT (M) FIELD MEASUREMENT (p) PlAT MEASUREMENT O.R. OmCIAL RECORD PG. PAGE P.O.8. POINT OF BEGINNING P.O.C. POINT OF COMMENCEMENT P,O. T. POINT OF TERMINAnON lEE LOWEST FLOOR ELEVAnON R/W RIGHT OF WAY OHW OVERHEAD WIRE OHG OVERHEAD GUY WIRE NCF NO CORNER FOUND/SET [NI WATER METER _ DENOTES BUILDING AREA 2. ALL WORK TO BE DONE ACCORDING TO LOCAL REGULA TORY AGENCY STANDARDS AND SPECIFICATIONS. 3. ALL DISTURBED AREAS WITHIN PUBLIC RIGHT-OF - WA Y ARE TO BE RESTORED TO ORIGINAL CONDITION OR BETTER. 4. CONTRACTOR TO NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE PLANS AND FIELD CONDITIONS PRIOR TO COMMENCING WORK. 5. ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTRACTOR TO VERIFY ALL LOCATIONS BEFORE BEGINNING WORK. 6. THE CONTRACTOR SHALL PROVIDE ALL BRACING, SHEETING OR SHORING NECESSARY TO CONSTRUCT AND PROTECT ANY EXCAVATION AGAINST COLLAPSING. TRENCHES SHALL BE KEPT DRY WHILE PIPE IS LAID. DEWATERING SHALL BE PROVIDED WHERE NECESSARY. 7. ALL PIPE SHALL BE PLACED ON DRY, UNDISTURBED SOIL. WET UNSUITABLE MATERIAL SHALL BE REPLACED WITH COMPACTED SELECTED BACKFILL MATERIAL. FIR FOUND IRON ROD FlP FOUND IRON PIPE SNtkD SET NAIL de DISK No.LB7078 (;~~ TOWER BASE o GROUND RING 'lli unuTY POLE -+- GUY ANCHOR ... IRRIGAnON VALVE A/'C AIR CONDmONER U/E DENOTES unLlTY EQUIPMENT +-p FIRE HYDRANT ASSEMBLY 00.00 SPOT ELEVAnON o OAK TREE (SIZE AS NOlllJ) @ PINE TREE (SIZE AS NOlllJ) * PALM TREE (SIZE AS NOlllJ) 405 N. MYRTLE AVE. 8. BACKFILL MATERIAL SHALL BE SOLIDLY TAMPED AROUND PIPES IN 6" LAYERS UP TO A LEVEL OF AT LEAST ONE FOOT ABOVE THE TOP OF THE PIPE. IN AREAS TO BE PAVED, BACKFILL SHALL BE COMPACTED TO 100% MAXIMUM DENSITY AS DETERMINED BY AASHTO T-99. 9. CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF AT LEAST 3,000 P.S.1. IN 28 DAYS, UNLESS OTHERWISE NOTED. SITE DATA 10. PROTECTION OF EXISTING STORM SEWER SYSTEMS: DURING CONSTRUCTION ALL STORM SEWER INLETS IN THE VICINITY OF THE PROJECT SHALL BE PROTECTED BY SEDIMENT TRAPS SUCH AS SECURED HAY BALES, SOD, STONE, ETC. WHICH SHALL BE MAINTAINED AND MODIFIED AS REQUIRED BY CONSTRUCTION PROGRESS. ZONING = "C" USE = SITE AREA PROJECT AREA COMMERCIAL / OFFICE GENERAL = 42,758 SQ. FT. = 42.758 SQ. FT. (0.98 AC.) (0.98 AC.) 11. THE LOCATION OF ALL EXISTING UTILITIES SHOWN ON THE PLANS HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR/SUBCONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR ACCURACY. PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY IT SHALL BE THE CONTRACTOR'S/SUBCONTRACTOR'S RESPONSIBILITY TO NOTIFY THE VARIOUS UTILITIES AND TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOCATIONS OF THESE UTILITIES WITH THE OWNER OF THE UTILITY. THE CONTRACTOR/SUBCONTRACTOR SHALL EXERCISE CAUTION WHEN CROSSING AN UNDERGROUND UTILITY WHETHER SHOWN ON THE PLANS OR LOCATED BY THE UTILITY COMPANY. ALL UTILITIES WHICH INTERFACE WITH THE PROPOSED CONSTRUCTION SHALL BE RELOCATED BY THE RESPECTIVE UTILITY COMPANIES AND THE CONTRACTOR/SUBCONTRACTOR SHALL COOPERATE WITH THE UTILITY COMPANIES DURING RELOCATION OPERATIONS. ANY DELAY OR INCONVENIENCE CAUSED TO THE CONTRACTOR/SUBCONTRACTOR BY THE RELOCATION OF THE VARIOUS UTILITIES SHALL BE INCIDENTAL TO THE CONTRACT AND NO EXTRA COMPENSATION WILL BE ALLOWED. THE USE OF A CONFLICT STRUCTURE MAY BE USED IN LIEU OF RELOCATING ANY CONFLICTING UTILITY PROVIDED THE OWNER OF THE CONFLICTING UTILITY AGREES TO THE USE OF A CONFLICT STRUCTURE. EXISTING BUILDING EXISTING ASPH./CONC. EXISTING OPEN SPACE PERVIOUS AREA PROPOSED BUILDING PROPOSED ASPHALT & CURB PROPOSED CONC. SIDEWALK PROPOSED OPEN SPACE IMPERVIOUS AREA PERVIOUS AREA FLOOR AREA RATIO 12. SANITARY SEWER SYSTEM: ALL SANITARY SEWER PIPE SHALL BE P. V.C. SEWER PIPE CONFORMING TO ASTM D-3034, S.D.R. 35, UNLESS OTHERWISE NOTED ON PLANS. INSTALLATION OF P.V.C. SEWER PIPE SHALL CONFORM TO ASTM 0-2321. A LATERAL SEPARATION OF AT LEAST 10' SHALL BE MAINTAINED BETWEEN WATER AND SEWER LINES. WHEN WATER AND SEWER LINES CROSS, A MINIMUM OF 18" VERTICAL SEPARATION SHALL BE OBTAINED. PARKING TABULATION REQUIRED: SOCIAL SERVICE AGENCY 13. CONTRACTOR IS TO PROVIDE EROSION CONTROL/SEDIMENTATION BARRIER (HAY BALES OR SILTATION CURTAIN) TO PREVENT SILTATION OF ADJACENT PROPERTY, STREETS, STORM SEWERS AND WATERWAYS. IN ADDITION CONTRACTOR SHALL PLACE STRAW, MULCH OR OTHER SUITABLE MATERIAL ON GROUND IN AREAS WHERE CONSTRUCTION RELATED TRAFFIC IS TO ENTER AND EXIT SITE. IF, IN THE OPINION OF THE ENGINEER AND lOR LOCAL AUTHORITIES, EXCESSIVE QUANTITIES OF EARTH ARE TRANSPORTED OFF-SITE EITHER BY NATURAL DRAINAGE OR BY VEHICULAR TRAFFIC, THE CONTRACTOR IS TO REMOVE SAID EARTH TO THE SATISFACTION OF THE ENGINEER AND/OR AUTHORITIES. 1 SPACE PER 250 S.F. TOTAL SPACES REQUIRED = 44 PROVIDED: 2 SPACES @ 12' x 19' (HANDICAP) 36 SPACES @ 9' x 19' 38 SPACES PROVIDED 14. ALL UNUSED DRIVE APRONS TO BE REMOVED PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUP ANCY. 15. UTILITY POLES TO BE REMOVED/RELOCATED AT THE APPLICANTS EXPENSE. 16. ALL SUBSTANDARD SIDEWALKS AND RAMPS ADJACENT TO OR PART OF THE PROJECT MUST BE BROUGHT UP TO CURRENT STANDARDS INCLUDING A.D.A. = 0 S.F. = 0 S.F. = 42.758 S.F. = 42,758 S.F. OR 100% = 11,092 S.F. (GROUND FLOOR) = 14,592 S.F. (GROSS BUILDING) = 16.435 S.F. = 1,231 S.F. = 14,000 S.F. = 28,758 S.F. OR 67.2% = 14,000 S.F. OR 32.7% = 0.26 E. \3~ ~i en . ~ffi ~! ~~ ~~ ~~ 8! w ~~ ~~ Z ~; () n.......... l{) r-- . (0 N -:ivt::.. n "0 .. <:) <:) x o ~ ~ 0::: '- o >.iJ: ..... C - (0 :J iii (0 o ..c: (0 U U Q) "0 0:: I - v o t N vol{) u:;CL............ co ~ r-- Q) N zt::.. co N n Q) I v N l{) o o o o o z m -.J r-- Q) v Q) o z m w iIi C o ..c: a. Q) Qj I- >- n::: I- Z <C (L o o o U-. . n:: o WtD .:J1l) o Z" W wI") X ~I") W -.i OLL .. ft Z ~Z <(ci <( -1w 2 61- -<( ~ I~ o Il)~ o ~~ ..-0 w ~ Z W > <C z o n:: w ~ l- n::: >- :2 I") o W I I- I") ..-- <( I o I") I") I") I") 000 I I I o to to N 0 ..-- I I I I") 1.C) to z <( --.J (L w C) <( Z <( 0::: o o z <( ... C) Z o <( 0::: C) ... C) Z > <( (L n:: n:: n:: n:: W W W W I- I- I- I- <( <( <( <( ~ ~ ~ ~ n:: n:: n:: n:: <( <( <( <( WWWW .-J .-J .-J .-J U U U U l..1... l..1... l..1... l..1... o 0 0 0 >- >- >- >- I- I- I- I- U U U u n:: n:: n:: n:: W W W W 0.... 0.... 0.... 0.... o 0 0 0 (f)wwww (f) (f) (f) (f) 6>>>> (f)wwww > n:: n:: n:: n:: W n::"--NI") v lC)to DATE 2/14/03 PROJECT NO. 030031 .1 DRAWING NO. C-2 " I I I ~"' .~ II: ~ ~ II lJ I ~! III. II 1 :"1 g I~"I':' I g II 1 ~ " ~ WI t; ,) II 1 z I z 11',,1 [. : .I II I I III I. :.1 II I I' t, "\ II 1 I POWERPO" ~ I~ I ~~l II I II' 7: 1 II I 1"I:~'k' I I .I '.'- :: 1 I POMR4ft:~ I . . 1 II I IIJ I ::rl II 1 I Il~ t3 II I I ~ :t~ II 1 I I~ I':.F I 1 I ~ II t-~j I ~ I " "'(' I U 1~.1 II I I Lw ~ 'j f..' 'j II 1 I ~ ~I:,I I': I II -I ~ ~ ~II'I'-' ~ II 1 0 ~ /; I: L.I ,,~ ~ I ~I I I.'::] ,i~ IIII II : I <: ~II.I I~:'I II~ ~. IIJ ~, ~ II I I 11..1 ~. 1 I 11'.1 ~:'1 1 11.1 (I I I 111 1-':.1 ~--/7--t--1 [ l I,~ r. .J =-~/ I : I I E,ISr. STORM M,H. ," ~ ", ~ JeX/CATCH BASIN I TOP ELEY. = 21.80:/: I . . . I I 'i ELEY. = 17.00:/: , ~ ,J I I .\ : t: :::~'.' ~~""- -- EXISTING 24'" ,...........'... '~"CONGRli!,/;~E;WALK . .. ." ',' ~~ : - s.::':"~":' . . '~~1~;~.~~ E-"-'---~~'~'~WERP01E : I :_-------=-- SM --~-~i1t!!!"7.IA~~~~ -{T--------=====-- I I L """7 - - - - J - - - L -pISTI"!.E... ~G4S L1NES_ lLJ ~ Hl:il_ \-l-L:l I- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ii-----/... - - f- == ~ ~== -,~ - r 2-=,,"," 8-~. ~I --tl ~W.ICR~LE ~C - T, I ( ~ --;".;;;;:K - _ _ POMRPmE t= _ 4_5' CONCRETE 5/DEWAU< I - I ~ I 45' CONCRETE - ---rfI ~ IlWl I~I l<J I . - - IW IW I so ' I ~ U'tJ 1;1: ~ I WATER METER W ~ I U EXISTING SEWER MANHOLE I u I C I I I (TYP) 18 U I ) ~ l NORTH RIM ELEVATlON= 24.19' 8 ,I U I ~ I I I . -j 8 U WEST INV= 20.64' 8 ~ I I EXISTING SEWER MANHOLE [L ~ ) It) I NORTH RIM ELEVATlON= 22.62' I" ~ ~ I WEST INV= 20.36' - EAST INV= 20.25' :s: INDICATES APPROX. LOCATION OF EXISTING 1 a" WATER LINE INDICATES APPROX. LOCATION OF EXISTING SANITARY SEWER LINE STORM DRAIN EXISTING SEWER MANHOLE L NORTH RIM ELEVATlON= 21.80 NORTH INV= 14.45 'iSM SOUTH INV= 14.45 EAST INV= 14.50 - --....... ~ ""\ \\ \ I I I I I I I I 'tolr--- or- lXJ ~ N o gl~ z I I I I \,~ "-- N 00.00'00" E 7.50'(P)(M) SEC. 1 0, TWN. 29 S, RNG. 15 E. ~ en ~ 0 ~ >- PINELLAS COUNTY, FLORIDA ~ ~ ::> en 00 . N ~ en t') O'l ~ I ~ W .q- Z N Z t!) <( t')........ -.J t!) " a... - <0 N 0 ONE STORY ~ ~ .q- t:- o MASONRY Cl t') 0 BUILDING " .. 0 Z o 0 x <( o ~ ~ 0 ~ -.J 0:: .... Z 0 . >.C:: CD +' ...J -.J C >..<0 <( ::J 0 Q) <0 r-: ~ ~ U .c <0 O'l Z .!:? O'l .q- W " 0:: I O'l (5 .q- ~ +' N 0 Z "<t- o t!) z 60.05'(M) 8 0 u:; 0.......... ~ ~ " CD 00 w 60.00(P) 5 Q) N zt:- I z w Qj . c ~ 0 en .c ~ 0. W Q) Q) W I- Z \j '-' z ~ W -.J 5 0 N 90.00'00" E 116.32'(M) S 89"57'19" W N 00.00'00" E ~ ~I . ,I I r ---: ---: I I: ~ ~ ONE STORY WOOD FRAME . Scale 1 " 20' . . >- Ct: ~ Z <( D- O 0 0 LL W ~ => Z W > <( z o 0:: LEGEND FCM FOUND CONCRETE MONUMENT AR FOUND IRON ROD " SIRC SIT 5/8" CN'PED IRON ROO No. LB7078 AP FOUND IRON PIPE ~ (C) CALCULATED MEASUREMENT SNr!l:D SET NAIL Je DISK No.LB7078 '-' " (D) FURNISHED DEED MEASUREMENT (;~~ a... TOWER BASE '-' (M) AEW MEASUREMENT 0 (P) PLAT MEASUREMENT 0 GROUND RING /'f) 0 OR. OFACIAL RECORD 'OJ UTlUTY POLE It) PG, PAGE ..- GUY ANCHOR N P.O.B. POINT OF BEGINNING H IRRlGA TION VALVE W P.O.C. POINT OF COMMENCEMENT A/c AIR CONDITIONER 1 I: P.O.r. POINT OF TERMINATION 0 LFE LOWEST FLOOR ELEVATION U/E DENOTES UTlUTY EQUIPMENT 0 ONE STORY R/W RIGHT OF WAY +0 FIRE HYORANT ASSEMBL Y 0 MASONRY OHW OVERHEAD WIRE 0 BUILDING 00. 00 SPOT ELEVATION . OHG OVERHEAD GUY WIRE 0 0 0 NCF NO CORNER FOUND/SET OAK TREE (SIZE AS NOlllJ) len [W WATER METER @ PINE TREE (SIZE AS NOlllJ) - DENOTES BUlWING AREA * PALM TREE (SIZE AS NOlllJ) 1 . 0:: o z ~ --.J CL W<.D .:Jl[) o zf' W WJ"f) X ~t'1 W -.J OI.J... ~ Z Z ~ ~ <( ---1 0:: IW 2 01- -~ ~ I~ o l[)~ o l[)w 00---1 ..-0 >- r- --.J r- ::=J o z o n.. PROPOSED OFFICE BUILDING z o f= z w tJ n::: 405 N. MYRTLE AVE. TWO STORY WOOD FRAME W -.J ~ Ct: >- 2 /"I) /"I) /"I) /"I) 0 0 0 0 I I I I w /"I) 0 (() (() I- ..--- N 0 ..--- <( I I I I 0 /"I) /"I) L() (() SHED 0:::: 0:::: 0:::: 0:::: W W W W l- I- l- I- <( <( <( <( ~ ~ ~ ~ 0:::: 0:::: 0:::: 0:::: <( <( <( <( w w w W --.J --.J --.J --.J U U U U IL. IL. IL. IL. 0 0 0 0 >- >- >- >- l- I- l- I- U U U U 0:::: 0:::: 0:::: 0:::: W W W W 0.... 0.... 0.... 0.... 0 0 0 0 (f) w w w w z (f) (f) (f) (f) 0 > > > > (f) w w w w > 0:::: 0:::: 0:::: 0:::: W 0:::: ..--- N tot) ..q- L() (() DATE 2/14/03 PROJECT NO. 030031.1 DRAWING NO. C-3 PROPOSED 1" WATER METER OW wf- o::W wO:: >0 OZ 00 o PROPOSED 6" PVC WATER LINE TO BE CONNECTED TO EXISTING 6" WATER, LINE AT EAST R/W LINE OF VINE AVENUE (200 LF:i:) ONE STORY WOOD FRAME 40 LF 6" PVC @ 1 .00% INDICATES APPROX. LOCATION OF EXISTING 8" SANITARY SEWER LINE NOTE: ALL CONNECTIONS AND ADJUSTMENTS TO EXISTING UTILITIES WILL BE COORDINATED WITH THE CITY OF CLEARWATER INDICATES APPROX. LOCATION OF EXISTING 4" DIP WATER LINE 24 -~~-~~--~~- -- _____ TOP OF BANK l E::TING _GRADE _ _ _ _ _ _ 23 ~_ _ _ ELEV~ 23.2~ __ - 25 RW LINE ---I 4.25' --t -L_ I PROPOSED -- I ~L_____-,-- i \ \ ;--4: 1 V SIDESLOPE \ /' BGTTOM / ELEV.= 20.25 21 20 ---1-_ I ~: ___ =1 L S.H.W.T.= EL. 20.00 17 POND SECTION NOT TO SCALE BAFFLE ~ (SEE DETAIL) \ - --0.24' + G RATE ELEV. 22.75 WEIR ----t=--.= /' -.I 1.60' - WEIR ELEV. = 21.15 t BOTTOM ELEV. = 20.65 36" 1) 6" ~o U.D~ ~ ~7 \ ~INV. = BOTTOM OF BASIN ELEV. 17.50 I --6tj I 6" 19.00 t BUILDING ~ ~ A-A ~I::r :r: 0 :r: 0 I CI ~ ~ ~ ~ ~ ~ % 24" 6" b I F.F. EL.=24.50 =-----=:: 8" l / I ,1[7' ) v ~ ~ ~ ~ U.D~ 15" RCP ~ INV. '//17.50 I NOTE: BAFFLE ON ALL SIDES SIDE VIEW CONTROL STRUCTURE N.T.S. FRONT VIEW CONTROL STRUCTURE N.T.S. 14'-8" 00 I o ...... ,6" DIA. STEEL BOLLARDS CONC. FILLED (1YP.) r--------------------, 1 · I · ,I 1 T. I I I. I. 1- r-- -t;-------U---.., - I I I 1- 1 ~ . I - I. I (J) ~. I. :-9~ :~~= 1- logo.. I 1 _ 1 CD (J) I- I. I 12' CEARANCE MIN. I · 1- I I - 1 I I 1- I I - I., I- I I ~ 1 I ~ 1 L__ --~--- I x <( ::E . 00 ~ @@ z ::E I I I I , HOLE)?> I I _____..1 -.:t @ SWING GATE- (1YP . ) DROP PIN (1YP .) PLAN 25 24 23 22 21 20 19 18 17 ANGLE IRON SUPPORT FRONT ONLY NON TRAFFIC GRATE 8" MASONRY OR APPROVED R.C. PREFAB 1'-6" (NO SOD) 2'-0" FIL TER MEDIA 1'-0" POST OPTIONS: 2"x4" OR 2.5"DIAM. WOOD; 1.33LBS.jFT. MIN. STEEL FILTER FABRIC IN CONFORMANCE WITH SEC. 985 F.D.O.T. SPECS. OR EQUAL EXIST. GROUND GROUT TOP OF HOLE 6' LONG PRECAST CONCRETE WHEEL STOP W/HOLE TO ACCEPT #6 rI FOR A SNUG FIT a" FROM EACH END 2-#6 ~ DRIVEN THROUGH WHEEL STOP TO COMPACTED SUBBASE ..I ..... I. 6' MAX. ~ I 6 ~ {:." :~ ?' '('V:. . V IIII IIII U IIII !III- COMPACTED SUBBASE # 5 OR II 57 COARSE AGGREGATE (NOT FILTER MEDIA) TREATMENTi 1/2" ELEV. = 21.15 ! BOTTOM ELEV. = 20.25 l ~ ;<< r 15" to 3' MIN. 1 ~a" .t"lle,llll~ ~ 12"1- t - ;<<V CJ ;<< ;<< '> ;<< >< ::. / VVy 1111 1III XXy "^ ~ PAVING ;<< vv ~ x ~)( x xvv xx x X S.H. W. T.= EL. 20.00 ...... oo~ooo 100000001.-, .0000 b~ooooo II ggggogoogoooOoo .",.....:.,.. . '.J...;,i"C',"I;'.. (.:.':" 0 0 0 0 0 0 ooogooooogo !Iol..,~:.~~-s.~.~':.~c::~;~,'~. ~o:o~~o:o oooooooogoo~c .::"'.~.~"!.t;....~;:.:..'1.l....~~..;..,::~.:;~.i:: OO~O ~~:~ ~~onooOo.o^o~~o .:>::a':~~~$~~.:!;"'.;.:.t!.~:-:.~..:.. :0 0 'O'Q?S~ooooooo~o~~~~..~~.p~,:!L>.:'...-.:,~:; g~ -~:o ooo~o~oooo~ooggc At~!~~~:.~~~~~:~~>t~~,.4~ :!if:::;~; 6" INV. = 19.00 PRINCIPLE POST POSITION, CANTED 20. TOWARD FLOW 2' BASE Il o I vx R T"" 20. ~~ OPTIONAL --:::; 1./ POST <( POSITION !'::2 l- e:::: '-- I.Ll > SILT I -'II FLOW / 1111=11171 ~1I11=1111~111=1I1 b 30 MIL. P.V.C. LINER ] (WRAP ENTIRE SYSTEM EXCEPT ROCK AT POND BOTTOM) FILTER FABRIC EXIST. GROUND 6" P.V.C. UNDERDRAIN (AASHTO M-189) NO. 57 ROCK WITHIN AAMOCO 45/45 FILTER FABRIC ENVELOPE - NO LIMESTONE ALLOWED. (NOT FILTER MEDIA) LOCATE WHEEL STOP 2-1/2' FROM EDGE OF PAVEMENT TO CENTER OF WHEEL STOP FILTER SAND DATA ClASSIFICATION: SP (ASTM D-2487)-2CM/SEC COEFFICIENT OF PERMEABllIlY: 4.03 x10 EFFECTIVE GRAIN SIZE: 0.25 mm UNIFORMllY COEFFICIENT: 2.80 PERCENT PASSING #200 SIEVE: 0.3% (THIS IS FILTER MEDIA) WHEEL STOP DETAIL SILT BARRIER DETAIL N.T.S. UNDERDRAIN DETAIL NOT TO SCALE NOT TO SCALE W I tR=:J=CI= F~/ ), ,7 I ~~~ I ~ tJf/~~ ! 6" ~ ~ / II J[ I r lei ,el I rrnr= =[[=IPl1 lell I,el I I I I I I I II I I I' I lei I I I'el TOP OF GRATE FINISH GRADE FLUSH TO TOP OF CURB 1" RADIUS MEDIUM BROOM FINISH CONC. PAVING ~ 24' DRIVE 19' PARKING ~ ~~~. . 1111 '-- . .1111 6" 6" ALUM. GREASE BAFFLE, 1/4" THICK ATTACH W/ANGLE IRON. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR AP P ROV AL 1 1'/2" TYPE S-3 ASPHALTIC ~ ~ CONCRETE SURFACE COURSE ~~ . ~ o'/~..,;..:..::....::..<.: :.~: ,\,. o'/~ .', ....... ;........J...,. :';';1::' '. .......... ,..,'.., ;I'''~(~''>~':~>:'';'~;;:~:''';::.;:'''' 4' ~\...t:.~~ ~ ..,.....'1.. ...... ":.'t, ," ,'1(''''''.' .. I ." ."'. ... \", 1'..- " . .;: .....,. ,-:".\.,.'.;n. '.' '/~ "'.' '.', '::: :.. ,~...... .... . 6" L1MEROCK BASE ""..;. ..:\:..:.."'~~t(::~~;S2;.~'>'~~~';;:~":::"""'" . - 6" \ BASE ~ 1lI:11111111 ~ "1111 HII .'~==_ III~II 12" 12" STABILIZED SUBGRADE MIN. 40 LBR MIN. 95" COMPACTION COMPACTED SUBBASE SIDE VIEW FRONT VIEW CONSTRUCT IN 10' LENGTHS TIE-IN LENGTHS 8' MIN.-10' MAX. GREASE BAFFLE N.T.S. TYPICAL PAVEMENT SECTION VERTICAL CONC. CURB N.T.S. N.T.S. OUTFALL STRUCTURE DETAIL ..!.. NOT TO SCALE .---TIE BEAM WITH 2-#5 REBAR CONTINUOUS 14 12' CLEARANCE MIN. IrSWING GATE (1YP. ) "I NOTES: 1. WALLS a. NEW CONSTRUCTION MAXIMUM 6' -0" HIGH AND CONSTRUCTED OF CONCRETE BLOCK (8"x 8"x 16"). MATERIALS USED SHOULD BE CONSISTENT WITH THOSE USED IN THE CONSTRUCTION OF AND ARCHITECTURAL S1YLE OF THE PRINCIPAL BUILDING. (SECTION 3-802 MATERIALS). b. EXISTING: MAXIMUM 6' -0" HIGH REPLACEMENT MATERIALS CAN BE MADE OF THE SAME MATERIALS AS LONG AS THEY ARE MADE OF APPROVED OPAQUE MATERIAL. 2. FOOTINGS 8"x16" CONCRETE W/2-#5 CONTINUOUS REBAR IMBEDDED. 3. CONCRETE SLAB MONOLITHIC, MIN. 6" THICKNESS W/IMBEDDED 6"x6"/1 OX1 0 WELDED WIRE FABRIC (W.W.F.). 3000 P.S.1. 4. CONCRETE FILLED CELLS WITH 1-#5 VERTICAL REBAR TIED TO FOOTER STEEL AT EACH CORNER AND EVERY 4' O.C. 5. GATES CONSTRUCTED OF MIN. 1-1/2" DIAMETER GALVANIZED TUBULAR STEEL W/PRIVACY 1YPE SLATE INSERTED IN GALVANIZED STEEL MESH FABRIC, HINGE-MOUNTED ON MIN. 3" DIAMETER GALVANIZED STEEL POST, (GATES AND POST CONSTRUCTED AND INSTALLED PER APPLICABLE BUILDING CODE BY LICENSED FENCE CONTRACTOR.). 6 DROP PIN 1 (,2" DIA. 18" LONG METAL ROD GATE LATCH. PROVIDE 3/4" DIA. HOLE 6' INTO CONCRETE FOR RODS. IN ASPHALT PROVIDE A 3/4" PVC SLEEVE, 6" LONG OR EQUUAL. 7. SOIL SOIL BEARING CAPACI1Y TO BE AT LEAST 2,500 P.S.F. 7. MINIMUM 3"x3" CLEAN-OUT HOLES (SAW-CUT) ARE REQUIRED AT THE BOTTOM COURSE OF ALL CELLS TO VERIFY GROUT PLACEMENT. CLEAN-OUTS SHALL BE SEALED AFTER MASONRY INSPECTION PROVIDED IN ACCORDANCE WITH ACI-531-4.6, AND BEFORE GROUTING 8. PRIOR TO GROUTING, THE GROUT SPACES SHALL BE CLEAN, WITH NO MORTAR PROJECTIONS GRATER THEN 1/2", MORAR DROPPLlNGS OR OTHER FOREIGN MATERIAL. ALL CELLS SHALL BE IN VERTICAL ALIGNMENT, AND SHALL SOLIDLY BE FILLED WITH COURSE GROUT AS SPECIFIED. 9. DURING PLACING, GROUT SHALL BE CONSOLIDATED WITH FLEXIBLE CABLE VIBRATOR. FIRST GROUT POUR SHALL BE STOPPED A MINIMUM OF 1-1/2" BELOW THE TOP OF THE MIDDLE BOND BEAM MASONRY. .Ie ~ ~ 14" -;::" - . I _ L-6" -8" 8"X 16" CONC. FOOTING W!2-#5 REBAR (1YP) CD GRADE CONCRETE MASONRY WALL CONSTRUCTION MATERIALS CONSTRUCTION, AND QUALl1Y CONTROL OF MASONRY SHALL BE IN ACCORDANCE WITH UNIFORM BUILDING CODE (UBC), CHAPTER 24. GENERAL CONDITIONS AND CONSTRUCTION REQUIREMENTS SHALL BE APPLIED AS SPECIFIED IN UBC, SECTION 2404 (f). DURING GROUTED MASONRY WORK. 1. ALL REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A-615, GRADE 60. VERTICAL REINFORCEMENT SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL, AND SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM. 2. IF A SLAB DOWEL DOES NOT LINE UP WITH A VERTICAL CORE, IT SHALL NOT BE SLOPED MORE THAN ONE HORIZONTAL IN SIX VERTICALS (1 :6). / ~ 4- -1==-1-#5 @ + 4' CENTER + 3. HORIZONTAL WALL REINFORCEMENT SHALL BE STANDARD TRUSS 1YPE DUR-O-WALL (OR EQUIVALENT) AT 16' O.C. 4. HOLLOW LOAD-BEARING CONCRETE MASONRY UNITS SHALL BE NORMAL WEIGHT CONFORMING TO ASTM C-90, WITH A MINIMUM COMPRESSIVE STRENGTH OF 1,900 P.S.1. 5. MORTOR SHALL BE 1YPE M OR S IN ACCORDANCE WITH ASTM C-207. PLACE ALL MASONRY IN RUNNING BOND WITH 3/8" MORTAR JOINTS. PROVIDE COMPLTETE COVERAGE FACE SHELL MORTAR BEDDING, HORIZONTAL AND VERTICAL. GRADE J L 3000 P.S.I. CONC~ SLAB -MONOLITHIC, MIN. 6" THICKNESS 6"X6"/1 OX1 0 W.W.F. 6. COURSE GROUT SHALL CONFORM TO ASTM C-476, WITH A MAXIMUM AGGREGATE SIZE OF 3/8", 8" TO 10" SLUMP, AND A MINIMUM COMPRESSIVE STRENGTH OF 2,500 P.S.1. AT 28 DAYS. ELEV A TI ON DUMPSTER ENCLOSURE DETAIL NOT TO SCALE ~~ ~i (f) . ~ffi ~~ E:s~ ~~ '{"" ~ ~~ 8! I.Ll ~~ ~~ Z ~; o >- 0:::: ~ Z <( D- o o o LL w ::) Z W > <( W --.J r- 0:::: >- L 1'0 o I wo I-N <( I 01'0 f"}r--. Ll') l"- . CD ('oJ '<t '<t I"- Ll')f"}'--' " .. c c x o ~ ~ 0:: ..... o >.G: +J c: >. CD ::l Q) CD O.cCD U u Ol "a:: I - ~ o t ('oJ '<t 0 Ll') ~a..r--. ~ ~ I"- Q) ('oJ z~ ~ ~ -\ W a.. eo ('oJ f") Ol I '<t ('oJ Ll') o o o o o z en ...J r--: Ol '<t Ol o z en w Qj c: o .c c. Q) Qi I- ~ ~CD ;:)f"} oeo ~". ::c:: ~1f ~...J ''-, . (t: o WID .::::)ll) o z" W W I") X ~ I") W .J ow.... .. .. z ~Z<(ci <( ~W 2 5~ ~ I3: o ll)~ o ~~ .-0 z o (t: r w W I (f) .-J <( r- w o .-J > U a::: w I- <( 3= a::: <( w --1 o l.J... o >- I- o a::: w 0.... .. 0 (f)w Z(f) 0> (f)W > a::: W a:::"'-NI'0~L()<D DATE 2/14/03 PROJECT NO. 030031.1 DRAWING NO. C-4 6 6"2"6" ~n~ ..0.. 6" WHITE RAMP 12: 1 5' HANDICAP \ /H/C SIGN RAMP 12: 1 6" BLUE 6" BLUE \ ~r. jWHITE 5'L<:-\ 12' z <( -l 0.. I=! Vi w w (fJ 12" 1.5"R # FTO-25(F.D.O.T.) I . to . !Xl PARKING BY DISABLED PERMIT ONLY 1.5 ] 12' b # FTO 55 F.D.O.T.) r.: 4" THICK CONCRETE " " 4000 Pos.t. MINIMVM STRENGTH LOW SlIMP (MAX. J - 4' NON-RE:lNFORCEO ..',.';' :-,;'..;: .."'..".'..:;. ,'.. ':" . :" " ~~c.. . VARIES 0. 5..1' MINIMVAI) '::::';',;' \i,.: ::."i.~::~~::::<:::;:.:\.('::/~,;:;::;:: ~:~:: <;>!:~:<?<:~~::~~;/;;i:\~,;::;,~::::~::~g~;;:\:~H:';';~~:~>~r:{:'i':<~~j::?;}~~;~: 12" STABILIZED SVBBASE (LBR 40) GENERA/. CONaI€7C PA IIYG NOTES: 1. AJJ..KIINT$ AM) t:Ul'le ED<< OF' PA~r HADII TO HAle BELL FOOTER (AQD 2- . THfC/( ~ /1ErJIN 2 n: I1KJII ED<< RJH IINIItM 1.$' n: ttlDTH 2. W::,::r;o:",AU. NARROW IIElXE SHAPED AHEAS THAr MAY alAa< lP. AN CX7RA 2 n: Ar rAPDt TO /JC ~ .I SAW .KIINr 9'AlD 8;1H/f1&- -'~l'tr.o.il"1l'J,T _.r,~'l' TO oS" DEPTH 4. NO.KIINT$ SHAU.. /JC LOCATED Ii VAUEY OF' JiiDTED aIOltN. . oS .KIINT$ SHAU.. NiTERSECr tilTH ED<< OF' PAlOIlNr Ar ~7nY go 6. .KIINT$ SHAU.. NiTERSECr tilTH OTHER .KIINT$ Ar APA\lI2oWA711Y go' 7. NO.KIINT$ SHAU.. STOP Ar AN liTERSECTION tilTH ANOTHER.KIINT: 8. fJSC ctJRIN(; COIIPOIJND AFTER SC'RJP. lINLESS OTHERtIISE AAl'l9OIo!l1 8Y ENfiiINEER. CUR1NC COIIfIOIMD SHAU. cowtJfIII TO THe IlEQiJlflEJENTS OF' AA5HTO fXS1(iWA TION 8. ~::;:z, ~':cum tilTH AAl'l9OIo!l1 .KIINr SCA/.M MATERW. IJEF()HC THE PA~r IS OPENED TO TRAmC. PRfOII TO ~ eACH .KJIIf!.~/JC THROIKi'II.. Y CLEANED OF' AU. FrJRffiIN MA TERfA/. (lNQ.1J/JIN(J ANY ____ CtJRIN(; COIIPOIJND) fa AAl'l9OIo!l1.KIINr SCA1..ER5: A. PREFCJRMED.KIINr F1/.J..ER, IAYLESS OTHERtIISE AAl'l9OIo!l1 8Y THE ENfiiINEER. PREFCJRMED .KIINr FI..I.LR SHAU.. MEET 1HC ItErJlJlREMENTS OF' AA5HTO II ffJ.J. IJ. .KIINr SCA/.ER RJH PA WllENr SHAU.. CONFrJfN TO THE' IlEQiJlflEJENTS OF' AA5HTO fXS1(iWA TION D .J<<:lC Df'CEPr THA r tIIIEN THE' $EAUR tIIU. /JC Ii CONrAcr tilTH ASPHALTIC IIATERfAL "SHAJJ. MEET THE' HE.'QiJlRDlENTS OF' AS'" D .utJfJ. GRADE NOTES: 1. ALL LETTERS ARE 1" SERIES "c" (F.D.O.T.) 2. TOP PORTION OF SIGN SHALL HAVE A REFLECTORIZED BLUE BACKGROUND WITH WHITE REFLECTORIZED LEGEND AND BORDER. 3. BOTTOM PORTION OF SIGN SHALL HAVE A REFLECTORIZED WHITE BACKGROUND WITH BLACK OPAQUE LEGEND AND BORDER. 4. SIGN FABRICATION FROM 0.063 STEEL, POST TO BE "U" TYPE FLANGED STEEL AND SET IN CONCRETE 12" x 12" x 36" DEEP. TOP OF SIGN TO BE SET AT 7' HIGH. srA/JILJZED StJ/1GHADE: I. THE' srAl1lVZJN(; SHAU.. /JC FOOr nFE' IJ. 2. :If:fIJfrs~~TOIf,lfP:?=:J'':Aku'''EJ!t;:?Mi(::S=ANn1Y OF' srA8LlZfN(; MA 1ERIALS NECESSAIIY TO /JC ~ .I AFTER 11E IIIXJN(J OPERA1IONS HAle /JEEN COIIPI.ETED AM) HErJtJ/REJlENTS RJH //CARINC VA/.tM; LNF'OfIIIITY. AM) PAHT1CU' SfZE HAle /JEEN SA!!f!!"ED- ~""'TO srA/1/LlZED ARf'A SHAU.. /JC COMPACTED TO 68K1tIOOIF1CD PROC/OH PER..-n r-111O. SECTION SW ALE PARKING PAVEMENT MARKING N.T.S. NOT TO SCALE TYPICAL CONCRETE PAVING SECTION NOT TO SCALE TOP ELEV. X ~ (/) D:: ~ ~ ~ D:: :J (/) 00 . N ~ (/) t'} m D:: I ~ W '<t Z N Z 1O <: t'}--- -l 1O ,..... a.. . (0 N 0 ~ '<t '<t ,..... 0 a lOt'}....... 0 '0 .. 0 Z o .g ~ 0 <: o .- u... ~ -l a::: .... z 0 . >,G: CD ..... -.J -l c >,(0 ~ :l CIl (0 r-: 0 ~ U .c (0 m Z .S! m '<t W '0 a::: I m 5 '<t ::e ..... N 0 .... Z '<t 0 1O Z 8 0 LO 0.. --- D:: ,..... CD 00 ;t N W 5 CIl ,..... Z z ....... W v . c ~ 0 (/) .c D:: a. CIl W Qj W f- Z ~ (..') Z ~ W -l 5 u 3: 1 SIDE SLOPE BOTTOM ELEV. X NOTE: SAND BASED SOD SIDES & BOTTOM DETAIL >- 0::: r- r-- w z w <( I D- (f) . --.J 0 ~ - - <( 0 0 wco r- . ::)lO 0 0 Zl' W W w1'0 >1'0 0 LL X <( W ~ CllL. >- oo A Z W ~Z<(ci r- <{ :E~ :J - L 0<( --.J ~ I~ Z o lO~ r- W o lOw :J OO..J > ,..-0 Z 0 <( 0 ~ Z <( W --.J --.J r-- > 0::: - 0 >- 2 w ~ <( o . . (f) Z o (f) > w a=: ..- N I") .q- L() to DATE 2/14/03 PROJECT NO. 030031.1 DRAWING NO. C-5 ~ ." _ . ... J t t t I , , I t. I , ", t , ,.". /' ' , ~ " GULF o~ MEXICO 'illeST p,IJJ,J I - " KEI' IKST 1 .' . ":"~~"';"', . . r I T1 rr ~I, ~.,.,. "">'F 11 I rl~'" i-r . , /-~' VICINITY MAP (Not to Scole) faR. BOOK 101J89, PAGE 14N) PARCEl. /: LOTS 1, 2, 3, AND 4, BLOCK ':4': BON AIR, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 5, PAGE 77, OF THE PUBLIC RECORDS OF PINEL LAS COUNTY, FLORIDA, LESS AND EXCEPT THE FOLLOWING: LESS THE WEST 14.38 FEET OF LOTS 1, 3, AND 4; LESS THE NORTH 7.5 FEET OF LOT 4; AND LESS THAT PORTION OF LOTS 1 AND 2 DEEDED TO THE STATE OF FLORIDA IN O,R. BOOK 815, PAGE 616, PARCEI.//: LOTS 36, 37, 38 39 AND 40, DREW PARK, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLA T BOOK 3, PAGE 40, OF THE PUBLIC RECORDS OF PINEL LAS COUNTY, FLORIDA, LESS AND EXCEPT THE NORTH 7.5 FEET OF THE WEST 40 FEET OF LOT 40. BEING MORE PARTlCU/.ARI. Y DESCRIBED AS FO/.I.OWS: BEGIN A T AN EXISTING 4/1 X 4" CONCRETE MONUMENT MARKING THE SOUTHEAST CORNER OF LOT 36 DREW PARK ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 3, PAGE 40 PINELLAS COUNTY, FLORIDA; THENCE RUN NORTH 89'55'14" WEST, 126.20 FEET ALONG THE NORTHERLY RIGHT-OF-WAY OF HART STREET TO THE MOST EASTERLY POINT OF THAT PARCEL DESCRIBED IN O.R. BOOK 815, PAGE 616 OF THE PUBLIC RECORDS OF PINEL LAS COUNTY, FLORIDA; THENCE DEPARTING SAID NORTHERLY RIGHT-OF-WAY AND ALONG THE NORTHERLY LINE OF SAID PARCEL RECORDED IN O.R. BOOK 815, PAGE 616 NORTH 73'55'53/1 WEST, 51.17 FEET TO A POINT ON THE EASTERLY LINE OF THAT PARCEL RECORDED IN IN O,R. BOOK 9982, PAGE 2144 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; THENCE RUN ALONG SAID EASTERL Y LINE OF SAID PARCEL RECORDED IN O. R. BOOK 9882, PAGE 2144 NORTH 00'14'16/1 WEST 228.46 FEET; THENCE DEPARTING SAID EASTERL Y LINE OF SAID PARCEL RECORDED IN O. R. BOOK 9982, PAGE 2144; THENCE DEPARTING SAID EASTERL Y LINE OF SAID PARCEL RECORDED IN O.R. BOOK 9982, PAGE 2144 NORTH 90'00'00/1 EAST 116.32 FEET; THENCE DEPARTING SAID SOUTHERLY LINE NORTH 00'00'00" EAST, 7,50 FEET TO THE NORTHERLY LINE OF LOT 40 OF SAID DREW PARK; THENCE ALONG SAID NORTHERLY LINE OF SAID LOT 40 NORTH 89'57'19" EAST, 60.05 FEET TO THE NORTHEAST CORNER OF SAID LOT 40 AND THE EAST BOUNDARY OF SAID DREW PARK, SOUTH 00'00'00" EAST, 250.30 FEET TO THE POINT OF BEGINNING, SAID PARCEL CONTAINING 0,98 ACRES, MORE OR LESS. ORDINANCE M7. 411JS.36, aR. BOOK 62S7, PAGE IOu'; AN ORDINANCE OF THE CITY OF CLEARWATER, FLORIDA VACATING THAT PORTION OF RIGHT-OF-WAY KNOWN AS DREW COURT ADJACENT TO BON AIR SUBDIVISION PINEL LAS COUNTY, FLORIDA THAT PORTION OF RIGHT-OF-WAY OF DREW COURT LYING WEST OF AND ADJACENT TO LOTS 31 THROUGH 46, DREW PARK SUBDIVISION AS RECORDED IN PLAT BOOK 3, PAGE 40 OF THE PUBLIC RECORDS OF PINEL LAS COUNTY, FLORIDA, AND EAST OF AND ADJACENT TO BON AIR SUBDIVISION AS RECORDED IN PLAT BOOK 5, PAGE 77 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA 1.1 ! I " ~... ",~_~' ~ I I. ';",~ ".' ~.I ';. ;' ~'.I.~.'~_..,J. '_:', '"I.',.",',~I ':'.'~"'~' ',' , ,. LEGEND " . " FCM FOUND CONCRETE MONUMENT SIRC SET 5;11' CNJPfD IRON ROO No, L87078 (C) CALCULATED MEASUREMENT (D) FURNISHED DEED MEASUREMENT (M) FIELD MEASUREMENT (P) PLAT MEASUREMENT O,R, OFFICIAL RECORD PG, PAGE P,O,B. POINT OF BEGINNING P.O,C. POINT OF COMMENCEMENT P.O. T. POINT OF TERMINATION LFE LOWEST FLOOR ELEVATION R/W RIGHT OF WAY OHW OVERHEAD WIRE OHG OVERHEAD GUY WIRE NCF NO CORNER FOUND/SET [RJ WATER METER .. DENOTES BUILDING AREA FIR FOUND IRON ROD ;'1 FIP FOUND IRON PIPE ~ S SNtkD SET NAIL of: DISK No,LB7078 " " " (:'~~ TOWER BASE ,', o GROUND RING en.., UTlUTY POLE -+- GUY ANCHOR M IRRIGATION VAL VE A/C AIR CONDITIONER U/E DENOTES UTILITY EQUIPMENT +0 FIRE HYDRANT ASSEMBL Y 00,00 SPOT ELEVATION o OAK TREE (SIZE AS NOllJ)) @ PINE TREE (SIZE AS MJllJ)) * PALM TREE (SIZE AS MJllJ)) " " ~, j .' " ,''', 1'::- h' .' ~-:'.'~';.'. .':.~'./.I"'-"'". .,;.'t,.-" ~,..." ....P.'I~ ,".. ". t '''..'' ,11 ',;"~"""'~."i ....:.';.l' 'i. " ~~;/ ,,:..;'. . :'1' / 2J.16 / / / / / / / / / / / / / / / / ~ / "56 STORM DRAIN 2 21.64 21 41 40.0 I 26~7 I I I I I I 2219 I I I I I I I, S'lo:' '-" '-" :!:., 3; ~ R CD 0 A'- 2~65 AO ~ 0 big ~I~ I I I 215l WI ~1 ~I ~I ~I ~I ~I I ~T6 ) J08' ,~ I opG.2~o/!l :n 36 SECTION 70, TOWNSHIP 29 SOUTH, RANGE 75 EAST PINELLAS COUN7Y, FLORIDA 2398 24,49 CITY OF CLEARWA TCR 5/8" S.C,I.R. LB#7078 24, / ONE STORY MASONRY BUlL.DINQ N 89057'19" E OR 9982 PAGE 2144 7,5ft __J_ N 00000'00" E I I 41 7.50'(P)(M) 5 8" 0" 12" 08 ~r 19 1 8' 4 l ~~- XLLX 0" I I 0 ~ ~'I fO" 7' ~O"I I PROJECT BENCHMARK NO~O 0 W. ~ I SET CAPPeD 1/2" INCH ROD........ 27" i:1G' ELEVATION'" 24,33 FEET " 0, 1>1:': · 10 \ "J' HI I 'y I ~i T ----l ~- --1 1-4.69' 'JJ 0 .~~ S{. '" L...n::::: I c:I~: 0 o~ ~"..' ~2~ I I :,; 6' ~~~I I o E3~~ I I r::-.Jh. '..5 Ii"> ~~~: ~ 19"0 11q) i34,_. I ;~, I I ;,~ I , I tiO k~ 22.7 ~~~ "~"~I ~~" i~-- 70 "':r I I I f;~)~41' I,' If' I ~ 11~~; ( ; ~ \ I I 'l' ~l bil ~I !J1 ~I 22.28 I I ? I POWER PO ) . f18'62' I O.R, 6J6 I PG, 356 L _ _ -2191- f I I I ~ I 1 3; = I A CD1" ..- 00 ':.:t- N blR ;, I I I I I I J~ I ;, STORM MANHOLE / AND CA TCH BASIN 9" I I 22" 10' O!O I I ~~~~.I_- "'_ * ... ~6' -0 8" I 24 0 5' 7" 24.4 ~ IOC) ()' 'I~:'\ ~7"-- - ,- ~'_L-- 7' 2~.5 / / / 2' 39 / 2 ~ 23.2/ 12~41 to' HI 3 . 2.92 10 @ IJo' 29'1 23.7 23.8 39 . . 24"0 14"0 ~7" 27'V: '-',cry' (p} " I I r~---- 2S@ m:,~ BON AIR I PLA T BOOM 5 PAGE 77 I (28 I\..1 ~Oe. 27" ('PO I @ I I 2311 1 I ~ONlTORING WELL ON I CONCRm PAD I I 1\ ...LC...:_~ 23.~ 233 9,0 238 .~ :-'." I' fJ ": 235 DREW PARK PLA T BOOK 3 PAGE 40 229 2J.J 3; CD .- -v 38 ..- b o ?f::',{r~ it! 7" 240 Z230 ,2.53 " " '. 235 14" ~ L...~<c o 'l' ~~l.J ~Cl::<.:l -.JCl~ I-.Q Yl..-t<) ~I IO~ ClI<)O ~~~ :SOh. Q..-.J~ ~Q.. 2JJ <5 ~\.o ~ (',.~O 229 2 ..'4' I I BLOCKI'A" L~ O~ I ~~ ~ I IJ. e;'1 O~ I 23.9 24.2 I~ ~ I i_ n: Q) I I '( ) I~~~. W 51.17 M ~Ol :r: 1/2" FCIR . I 0 20.1~~ At 1 PROJfCT BENCHMARK No 1 I a: h.! rv SET r:APPED 1/2" INCH ROD Q: ELEVAT70N = 2425 FEET I p.as, 42 4 69' STfjlP , BROKEN 4 X 4 23~ FCM 1/2' FCIR ~Si4626 242 00,0 239 241 23.0 24 ~ :. 20" @ 36 20' @ l~m' ,P .' // cm 23,31 STORM DRAIN 1 OJ. 62 '(p) (M) , SM _ _ .2UL SEWER MANHO/-.E, ~?mtlJ~ f6.7ItTlON= 22,62' EAST INV= 20.25' MONITORING WELL ON CONCRETE PAD ?l41 _ _ ~ CENTERLINE OF ~T STREf!:/_ --2illL _ ~_ . U if Dr s'rD~J::"T Nf;#fIf /tit,N~ft&170N= 24,19' n~n , I nJ;;J;; ~ WEST INV= 20,64 23.24 23,53 ~- 2/.29 ....... ~ .. :. 01 .. ^ ~ . .. .. ". f .. '. A ." .. J1 .. t . . ~. '.' .. .. .tct ".. ,. Cl ',' :t S, 7" 8 01J' ~" l4.J 250 18A 8" v o o /'0 o If) N 4' cLF ~ 170 9' o x 08" 245 16.6 @ 22" - ~ ONE STORY MASONRY BUIL.DINCJ 9 24.2 16,6 249 5, 25 x~ J, o ~ TWO STORY WOOD FRAME o ~ 'I:' g 1, ~ io 9.5' 10 253 19,8' 9' w-OO 8" 9Q.2 J2.5 22" 16,J' . SHED ~ 252 80 @ 26" 4. ~~ mil: ::0(,) 8s 10.3' 2,J Cl <;) C'I ONE STORY WOOD FRAME '1. , ,~ ,'. ~~) 1(-. 2,2 23' o "0 "0 11 16.3' 003' 4' X 47\ FCM '24.5 " ..,. . 424 , . . 5' .CONCRE;Tf 'SIDfWAIK , . , . '. . ~, ~ t. 't" {~ f,. ~ :..~~ -;: ,,I ~;' . '~ . ~ i '~"~SE~OVOLE~s~ fi' . '~~~~~<e:~'~~ , ELDR'OOE ST. ,- . ~ , ~; ., '; IP~'S7;-. --1~ HARTfT. i i,. ,Si i ,I ,'t~~' ":~~:f)tW~~~A,\~,:..,,~.~,..,.~~~q'l ~,"t. \11","";',.,~~ ~I";}'~'p. \"'V"~>ilr.; .'F'lpt',;< .'"":~\f'... ~'.-<S.~:;; .-v.~:~:~:;,~'~,rlSt1t~/ ',~ ~ ~i~ " g~ LOCA TION SKETCH SECTION 10, TOWNSHIP 29 SOUTH, RANGE 15 EAST PINELLAS COUN7Y, FLORIDA (Not to Scale) SURV~ YOR'S CERTlFICATE: DREW PARK PLA T BOOK 3 PAGE 40 I HERrBY CERTIFY IN FAVOR OF RELIGIOUS COMMUNITY SERVICES, INC. MYRTLE PROFESSIONAL CENTER, LLC, RUDEN, MCCLOSKY, SMITH, SCHUSTER & RUSSELL, P.A, f,'ICHARDS, GILKEY, FlTE, SLAUGHTER, PRATESI AND WARD, P.A, OLD REPUELlC NATIONAL TITLE INSURANCE COMPANY, AND AMSOUTH BANK (0) THAT THIS SURVEY (I) WAS MADE ON THE GROUND AND IS CORRECT REPRE5ENTATlON OF THE SUBJECT PROPERTY AS OF MARCH 14, 2003; (/I) MEETS OR EXCEEDS THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORILA BOARD OF LAND SURVEYORS PURSUANT TO SECTION 61G17-G, FLORILA ADMINISTRATIVE CODE; (III) SHOWS THE LOCATION AND RECORDING REFERfCNCE OF ALL EASEMENTS AND ANY OTHER MATTERS OF RECORD AFFECrlNG THE SUBJECT PROPERTY WHICH HAVE BEEN PROVIDED TO THE UNDERSIGNED PER THE LEGAL DESCRIPTION IN SUCH EASEMENTS AND OTHER MATTfNS; (IV) SHOWS THE LINES OF ALL STREETS ABUTTING THE LAND AND THE WIDTHS THEREOF; (V) SHOWS ANY OTHER MATTERS ON THE GROUND WHICH MAY ADVERSEL Y AFFECT TITLE TO THE SUBJECT PROPERTY,' (b) THAT THERE ARE NO ENCROACHMENTS EITHER WAY ACROSS THE BOUNDARY LINES OF THE S:JBJECT PROPERTY EXCEPT AS SHOWN; (c) THAT TO THE BEST OF MY KNOWLEDGE AND BELIEF NO ADJOINING PRIVATE PROPERTY VISIBLY SERVICES THE StJBJECT PROPERTY FOR DRAINAGE, STORM WATER RETENTION OR DETENTION PURPOSES, EXCEPT AS SHOWN; (d) THAT ADEQUATE INGRESS AND EGRESr;; TO THE SUBJECT PROPERTY IS PROVIDED BY NORTH MYRTLE A VENUE, THE SAME BEING A PAVED, DEDICATED PUBLIC RIGHT-OF-WAY MAINTAINED BY PINELLAS COUNTY,' (e) THAT TO THE BEST OF MY KNOWLEDGE AND BELIEF THE SUBJECT PROPERTY DOES NOT SERVE ANY ADJOINING PROPERTY FOR DRAINAGE, INGRESS OR EGRESS OR ANY OTHER PURPOSE, EXCEPT AS SHOWN; AND (f) THAT EASED ON THE FEDERAL INSURANCE ADMINISTRATION FLOOD HAZARD BOUNDARY MAP, PANEL NO,125096 008 D, REVISED 8/19/97, CITY OF CLEARWATER, FLORIDA, THE SUBJECT PROPERTY IS LOCATED IN ZONE X (AREAS DETERUlNED TO BE OUTSIDE 500 YEAR FLOOD PLAIN), NO FIELD SURVEYING WAS PERFORMED TO DETERMINE FLOOD ZONE. x 58,0' . ~ 58,0' SURVEYOR'S NOTES: - THIS IS A B01INDARY OF THE ABOVE DESCRIBED TRACT OF LAND ONL Y, MADE ON THE GROUND UNDER THE SUPERVISION OF A FLORIDA REGISTERED LAND SURVEYOR AND MAPPER, AND EXCEEDS ',"HE MINIMUM TECHNICAL STANDARD FOR HORIZONTAL AND VERTICAL ACCURACY FOR THIS PROF ERTY'S EXPECTED USE. -BEARINGS ARE BASED ON THE EAST LINE OF LOTS 36, 37, 38, 39 AND 40 AS BEING S 00'00'00' W (ASSUMED), -ELEVATIONS SilOWN HEREON ARE REFERENCED TO PINELLAS COUNTY VERTICAL CONTROL SYSTEM, NGVD 1929, . AS DEPICTED HEREON, ON SITE BENCHMARK ELEVATIONS ARE AS FOLLOWS: BENCHMARK NO. 1 ELEVATION = 24.25 FEET BENCHMARK NO. 2 ELEVATION = 24.33 FEET - THIS SURVEY WAS CONDUCTED FOR THE PURPOSE OF A BOUNDARY AND TOPOGRAPHIC SURVEY ONLY, AND IS NOT INTENDED TO DELINEATE THE REGULATORY JURISDICTION OF ANY FEDERAL, STATE, REGIONAL OR LOCAL AGENCY, BOARD, COMMISSION OR OTHER SIMILAR ENTITY. ;..., <;) C'I -BURNEIT SURVEYING, INC, RELIED ENTlREL Y ON INFORMATION PROVIDED BY OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY COMMITMENT NUMBERED CA642679 DATED 01/37/03 @ 8:00 AM., HOWEVER, THERE MAY BE OTHER EASEMENTS, RIGHTS-OF-WAY, SETBACK LINES, AGREEMENTS, RESERVATIONS, RESTRICTIONS, OR OTHER SIMILAR MATTERS NOT OF PUBLIC RECORD OR NOT PROVIDED, WHICH MAY EFFECT THIS SURVEY. -NO UNDERGROUND UTILITIES, UNDERGROUND ENCROACHMENTS, BUILDING FOUNDATIONS WERE OBSERVED AS A PART OF THIS SURVEY, UNLESS OTHERWISE SHOWN. SHRUBS WERE NOT LOCATED, UNLESS OTHERWISE SHOWN. - THIS SURVEY NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER, "'l ~ - THE PROPERTY SHOWN HEREON APPEARS TO FALL WITHIN FLOOD ZONE "x'; AS SHOWN ON THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NUMBER 125096 0008 D, MAP REVISED 08/19/91, NATIONAL FLOOD INSURANCE PROGRAM, FEDERAL EMERGENCY MANAGEMENT AGENCY, - PER CITY OF CLEARWATER, fiLE ft..1) lVV'J- b(iUl- 'i // STORM DRAIN Il,3 ---2LJ.l .2i4/ 2379 2J.89POWERPOLE .' ",' ~ , . '. . .. ,. , .41 ~ ~ ~ .~ 8 1,5' CONCRETE. SIDEWALK': ;. :.::' ~. '(j ~ . . '. 14 ... .:....n. . ". ....,,,. . .~.' .', ,'. .'.~.. " Q . 4 .- ~ ,0 '. . . ' . . .~, '.t . ;.~ '. " 0 '. . O. , lJ .. '. ' .' lJ. . , CONCRETE 'SIQEWAL!< 4.5 . " [WI [WI ~ WA TER METER (TYP) , '. ..' '. " (j' ~, '0 lJ 'l' . .I., . ~'. -.4 ll\ t<). FOUND R. R. SPIKE 0.42' WEST '. . 0' .I' . ll) .r<) BURNETT SURVEYING, INC. LB# 7078 1628 DALE MABR~i HIGHWA Y SUITE 106 L U " " 548 , W:1J\v., - - 0 , eJ/el:f@bSJT( . '. . ~, /./,' // \, l/,/ / ___ /.f' , /'Al/>;iAN D ":st/Rftj . //, ", / . ,/' ,/,.,.- l ./ /' N E s SITE NAME: .. ADDRESS,' 405 CITY, 03/14/03 Steven E. Burnett, P. .." Professional Land Surveyor and Map State of Florida No. 5891 8 ).: o ~ Q:: <' o f::: 25 ~ >- ~ vi I ~ !.l,. 0 o <: I f- Q :r: <: (j ~ it <: f- 0 Q:: f:: ::) Q o it <J <J 5: ~ ll.I Q Q:: Q -..J a (3 ll.I ll.I Q -J ~ Q t') ~ C) (J) ~. .- 0) ~ ~ " Iij ~ ~ ~ " c: ~ ~ ~ ~ Lj ~ <: ~ Q <: () f::: Q it (j It) ~ <: a g -J 25 (3 c: ll.I f:: -J Q ~ ~ <J It) a <: C\j . <:( ill <: Lj o (j 't f:: Q:: 8 ~ ~ a <J Q:: ~ ~ ~ Q Q <: <: (J) 0 <:( a f:: (J) <: Q <: ::> it o 0 (j f:: en ~ o Q Q c:: <: f:: ~ -J ~ ~ ~ <J ~ -J 8 ~ 8 ~ ~ ~ Q:: a Q:: <:( t') t') t<) ~ ~ a 0) >- ~ C) "'~~ 't I<) C\j " ~ " " 'J C\j >- DESIGNED BY: DRAWN BY; SLC CHECKED BY: SEB SURVEYED BY: RB SCALE: 1 "=20' U) :( o -- (J) -- :> Lu ct , ~ Q:: ::> (J) (j i Q ~ (j o Q 2 Q ~ ~ -J Q <: <:( >- a: ~ <: ::> o en F.B: 14, 15 PG: 18-19 CAD FILE: 00103B.DWG JOB NUMBER,' 692-001-03 SHEET "~~':.lt' ,~"'" I i...!r .,