The URL can be used to link to this page

FLS2002-06049 FLS2002-06049 405 Myrtle Ave N Myrtle Professional Center " I " I' ~ " . i I I I I '! " I I \ .l , i I , , )' ! i .. ,." , " , . I ~' ! "; I I, ~ ~ ~ ~ ~ T.. ~ ~ '\S' z r \\\ ~ f t \t\ 'I 1[1 jl II II I II III I I: II i I .~ L ~. ,S- ,\ -.,.j .. :. r'....',.,;,.::..-::.. i. :1 Ii. ii '. ~(~}t. _ ,---.-,4- '1 . ':'=:J t.-. c.: ,'.,.,;;.',.,' .,'/' '::', -:~ I ", c;:, : 'J i' .) ( :) '-..1 '" I .{ r " , . i I -:':':'..1 ~-_.-..~~~..,.. . .~.,..,~..._._....._..~.,"-.. . " . ":1 (' ~'-~;.-/! ." ~_;'C'.. - '. '.. j--""; r .-J f~._ ;ur.rJj r: ;/-'" ~ I\~,i.,~"; ...;> t;-:;.,-- i ..'..;) ~''Ioo,,) (':;> ~ ..::::.-....:=... .--~ ...._..~- -- .... ......,...,...-....... . ,~.~-:. ~ :: ~ I ~ .~ ~ I, :t. ~ -- ~ C\\ ..... . -.' --. ) . . . c".r~~.~~,-,',I;!' 1_1 ' " if I '1_.,;:/ ~ " ,;")'" C, ~..I~..:J ~ . /,<./ ~ /.''8/ ~ :,:! ~ ~ i' ': ~ '1 r t", .~. ~~-',-- --.-:) --. -___v__...' .---. -------............ i-'~ I ilf1fiJ I -, \ -:C-- \ . . ~~ ~ ~ y\ ~\\\ C \-- ~ cr\ ~ ~ -\~ v_ I ~ --........,........... "~ I :~, ':, ,~,I.j ::::) j":' i ---, I I ;j .~:~l-.-~-.... i . I..- i'....~ c;;) .......). I' .=_ ( ") i~ ,(.:'^: !'j"--- 'II --- ....I ~~.: . . .- ~ ",' \ ";'; ~'"<~'~;-~'~:~~~~~~~?~ii <" t____., ! ' 3:1--: 1';1 . . c, ,I " ~~. .!~: C:::). \. .~.~._;/ ;:~ ~ ~( i~ l;~~~,,' . ',j'J,1 ~>~:",j ..-:;1 i.=.:=='::..I ): ,*,"b~'::'<"::'.::::...=.....-;,..::;.:..:.:~.. : t '7 ~ ~ \J' i i ' . ~ -...., \:s \\\ L ~ ~ L I: ~i !l ';1:: . ,[ . , I .~:' 'I;., I' " ~ - I . J . .... .. =:J~ln Cl" - n . .. . . O~ o~a~G . ; []!&J~I7;I"D~b"o. f. . I: . FORT 0 HARRI$OfC . A~ s.R. ~~ 0 ,s. 19 ALT. ~ ID~U LJ 0 D~D Db~D ~ , D 0 CAAOOf · i 0 AI/[ ... . -.. ; I mY ~ D"D;[?lJ D~ ~ @ !D ] 0 0 cnJ 0 D D D~D ~ ~ ] "~ID~o,~DiQ~rr~~9B:D~ ~[JD.~D7D~~ J ~ I~D 800m A~ ~ U . i.;' S~) I 0 ~ ~ !D~DID 0 D{l:~~~ 0 ...... ;~ID7~~" ~.~~ "i~Jt A~ ~ ~ U~ AI/[ I I~ J / ~ D~I " ~~ . i~, IoCAOISOtl AI/[ ;;I ~ I --~ ~" ./ I . lIISSOURl AI/[ o IIlSSOURt . 0 AI/[ 0' , JaayED[lq' :' A~ I ~~,2Ac;l.~niD" 0 ~wooo A~J . , I ~ ~G Q LJ 'I PRE'SCOTT AI/[ 8 "m c;;\Pilll amy i.l I~ acm ~. f'REDR1CA A\lf: I . \ r- I Ill.' ... ,. . .. .,' , . '''''''''''''''-~L. r~ . () ~ I""""'" " ~ ,".r'l,10'''' \,\ C l :'O"q';'> CI)-"--:. ~~ ~ ~\,.4~ II'~ ).. ~ ~ "'f III - \1'1 ~ _ , ,.., ,'" f" ... . 1- ~ ;Q \ > ~ ~," Jr:-~'. ... A\ ., ':.(, 0'" --.......0 t? IDA. - }.~ aI" "",,,,,,,,, ._. ' ,.' "',1' ';10 " ,J , J 3>'M1. /lOO',\ J.llOl. :lNO !lNla'lIt'l<l AlINOSV>'< ).}jJ.L93NO NVld3dVJSdNV~~~~~ ~ ~ 8 ~ ., 8 ~ 8 ~ ~ \Ii ~ i1i ~ ~ ~ ~ ~ ~1V,M3<llg~U" >1VM3<lJG ~,g" Ql/ft] 3.L3VNO:J z 133~lS l~VH aos_ ,," ,.., ..... r.:- '" ~'~., ~N; . lY. lHj:..."~. ..... ..... r~"\\t'~':i::t';:~~\~:~-: - - - -: ~~;.\:..~:\g':.' ~{i" . ~ . ...~., '. \ .,' . ..~i:!#"::~'(.),':.!!~;;~{~ - ~'... ... ~. ~Jj:EJ. f~ ",,~::J ~V~-(V ":"';:~~~ -~~t v:Z~,~0 I~-~I~~ ~-; r 8~ I/<l-h> @ C:!. @..,~ IT r l'~CJ/ ~ "" ~Q J cJ (i) :}~(:,:{,:\.',:",~;'::\\\::"":':'~:\:'~;\:"'::';;~:":;"'\';:':"'~ ;.... fl8' -<;: ~i:'ig ~ ~ .-.. :;:;lli ~ Do :;..; 9 \:!) ;:\;~ 7 '/ IiO I; ~~\;'~:i."'.:..., a' f. L' D'a, .aYe "'m ~~\,~",. ~. ~ '. K 1Vl Q - r;Iq:~ . 1; _ ~ ^ 1 ~:i;; . ~ 3 ~ ;::\ ~ I ~. ~' ~~~ I I~:~JV) ~~%%~@ O,_"'~~~ II ~;~,: .1).t \ ~ ;1~; 0 I I i;::~, ..--0 r ''-". {\.~; , (I 6)':1)1 .. ~ Y~Q: .... ~!:' ~ " I .~, r ~ .'\-. .' ':. """'/":1 ~ '~ ; ~:~: ~~r"'\2"~~.~ I . J '" i (Vi] .. "'. , /, ~ <S: (i) .} l*': } ~ w-.w.L ~ I Q';; ~ ~..t2 (x~ g::~: ~-=- I'.,;; \': . (,; Ir:l ~;': ~ 1f" hi': (1)~~~os;> ~~~~: :TV( ~~~I I {:~': ~ ~ :")"'~::;:<.~':.~ T";: t~~y,~, C;;;:;;: "rr:-. ~ W!> I ' 3 & ~ IV' L1- I I I ; :---31::0 ~ : \!) :h HI: : : ---,-, I I I ' /\~@ ~ t @ ~~A~~~ ; :;.-, -mt ____ .6C~ \'; \ '. x-;-x d,Z;;;;::Lx_x I @ 1~ I If}) ( " ) x - X ----;t'- j1:J.' !lNl<11[/1Q ~ ~ ~l~ ~W2> G) ~(-D. ., ~~ 'I f}) ~ CI-D @ H:;@ ~( ~ '\ ~ ../ ~~\~?I~ D'g :JL- "c1 -;o)~ -.----- ~ :'" q V ~ ~~X~ .- . \ ;z: s: ~ ~ 111 )> ~ - . PART 8: A. By signing this application form, I am applying, or I am applying on behalf of the owner or applicant, for the permit and/or proprietary authorizations identified above, according to the supporting data and other incidental information filed with this application, I am familiar with the information contained in this application, and represent that such information is true complete and accurate, I understand that knowingly making any false statement or representation in the application is a violation of Section 373.430. F.S. and 18 U.S,C, Section 1001, I understand this is an application and not a permit and work prior to approval is a violation. I understand that this application and any permit or proprietary authorization issued pursuant thereto, does not relieve me of any obligation for obtaining any other required federal, state, water management district or local permit prior to commencement of construction. I agree, or I agree on behalf of the owner or applicant, to operate and maintain the permitted system unless the . permitting agency authorizes transfer of the permit to a responsible operation entity. _!1.Y r t/ e Pi () fec~l f / 0 f)0 I u::n.fer lie TyP@f/Printed "!~ of Owner, Applicant or Agent Corporate Title, if applicable ~ 1 fA., I t ~ ):; /J Signature of Owner, Applicant or Agent B. AN AGENT MAY SIGN ABOVE ONLY IF THE FOllOWING IS COMPLETED: I hereby designate and authorize the agent listed above to act on my behalf, or on behalf of my corporation, as the agent in the processing of this application for the permit and/or proprietary authorization indicated above; and to fumish, on request, supplemental information in support of the application. In addition, I authorize the above-listed agent to bind me, or my corporation, to perform any requirement which may be necessary to procure the permit or authorization indicated above. Typed/Printed Name of Owner or Applicant Corporate Title, if applicable Signature of Owner or Applicant Date C. PERSON AUTHORIZING ACCESS TO THE PROPERTY MUST COMPLETE THE FOllOWING: I either own the property described in this application or J have legal authority to allow access to the property, and I consent, after receiving prior notification, to any site visit on the property by agents or personnel from the Department of Environmental Protection, the Southwest Florida Water Management District and the U.S, Army Corps of Engineers necessary for the review and inspection of the proposed project specified in this application, I authorize these agents or personnel to enter the property as many times as may be necessary to make such review and inspection, Further, I agree to provide entry to the project site for such agents or personnel to monitor authorized work if a permit is granted. ;1119 II! f) fT jl'j G /l1 E IV e E R. Corporate Title. if applicable !)17 ~ }.., '/O"~ Date Signature D. I, cer;tjfy, t~f11.the engineering features of this surface water management system have been designed by me or \ \ ~~~'rhY ~~J!sible charge and in my professional opinion conform with sound engineering principles and all ,\ \ \ aQ Ii Ie ' ~~ sp 'fi r s, I further agree that I or my engineering firm will furnish the applicant! ...........", - \ ~pe lttf ,sal' ,ui Ii s and schedules for maintenance and operation of the surface water ~ O'U. age e S '~"., '. C ?WI. / ~~:' .:....., I ~{u Qf 0 ecord .. .,.... ~ .- i'~~ : 0 rt ~AF~X:1\PE&L. -.- .. 14 ',~.- ._. ... - - .;,.."'.,,.., ...... ~. ""F.U " ~~~ " "'~("'," . ..." -.:t(;I.j.....,... '''::71 "7 , \ ~,a~ .. ;." {; ~-- . ~ V e----- ':',,':~; ~....4': .... ..-, ",~ '~:, """_'~,I}It.,,, . .......,~. . ',~ '\l4t 'l'~lr~_""3 8 "~"5 rrhoi(~"., , w.' \,)1'{) i_ :' ". 'f" I' IhulIl!' t \ 1.1 / FORM 547.27IERP(8194)A ",/ Paul E. Haaler, Name (please type) Scientists and Company Name P.E. 7.01 SR FL P.E. No. Enqinpprs. Inc. 1310 Heather Ridge Boulevard Company Address Dunedin, City, State, Zip Florida 34698 Page 5 of 5 C-12 . . STORMWATER CALCULATIONS FOR MYRTLE AVE SITE CLEARWATER, FL DEVELOPER PRELUDE CONSTRUCTION COMPANY, INC. P.O. BOX 1705 DUNEDIN, FL 34697 BY SCIENTISTS & ENGINEERS, INC. INFRASTRUCTURE DESIGN - ENVIRONMENTAL SCIENCE "PROFESSIONAL SITE PLANNING AND DESIGNY" ,\\llilll/II, ,., '1.'1 1310 HEATHER RIDGE BOULEVARD _"" i. H "11,. DUNEDIN, FLORIDA 34698 --:-" ~ \}~......:1f1, ".. '" '\~.' l't- -.1(;. , Phone: (727) 738-9025 Fox: (727) 738-95~ ~.~" 11'. ;...~ "',,: .. . ~ . - . . - . - ~ "'<,~S/OW:~'l:l ~,tOO{ "'1 ~ \ \ "/t'4;i'!'P'\ ':"./'; , View looking northeast View looking northeast from south side of site . . ,'. ...,e. ~~~~1irL~ View looking north from southeast comer of site 4051t:rrft~le Avenue FLS2~49 View looking southeast View looking north View looking north G ~ ~~ ~ j SITE I DREW I At . ~I j 1/ II~I I ~7 ~ / j'( 19 A~ / --r-/ ~AU.I BWFF I / l / r-- It.lETTO I ; / I; W ~ saftNtli Sf / I ; EI.DR IlGE Sf J_ MAPLE \ I << ..l~3!t4 '~r/' PlAZA m. ~ : -'iI !S! ~ flART ~ - 'i ~ JONES ~ 1- ::II ~'-}_ ""II I 60 _ r.J I'm Awn - ............. lAURA I ~ ~ I PARK \ / I \ Cleo oterO \1 PIERCE ~ ~ ~ ......... I COURT --' '\ ~ ,,, NOT TO SCALE . I \ I "- GRANT CARLTON TANGERINE ENGMAN lASAIl.E n~ I.., ;!; E ,IJI B.IlRIIlGF" , , I ,orvtnl .r:::-:::-::-\ ~,~ - ...:~- JCGRlM: LOCATION MAP I-- ~l-- l-- RUSSELL l-- f--- \ i5 c; l-- PALMETTO / 1 SEMINOLE -L , I Irw ~ J 6s1J~ I i OOJLD ~ ~ / ~' '.. ~ 51.... - .. ~7 ,VO< ",,--, -- ~ -....... .,. I ''t'" t:: ~ .....~ ~ ~ r;;- - ~~" ~ _ . ~.. .. ~ 6ZZ ~... c.l""""- N c.:I 2: lil !e' ."..". --;:_~ ..,~ .. ~ ~ ~ . I " .. __ ~ ..... 631.... 0....... .so.,;a6~ UlI -'%~...., 0 ii N ""N60 5: I"ol ~,lSIIolr.; Cli-k c:::J ... "" _ ~~.. t:l ~ .. 2: :< 0> "!::L ",:lI ,.. ~ ~ ~ ~ - - '!~ 1- _..~ . ~ ~ : g" 0> .....~:! !"'!:~ "o!i!'" ~ t ~ il ~ 00 ~ UUl ~iai" j~" ~q~~ ~/~~ ~S~ t _i-- 1!: N TK CAROOI !.!' ~~ ,i,Ot ~ :7 ~ -- ~ ;?L ,~. :Y 11l ~ ~... QIo Olc.AO ..1lIl h---....J GII~ Cb.....--........;-....:::::~ b: ~~.. ~ ODD..._ ~.. ~",' ::::. ~ ~ I~~g;~ 0: : ~;I~It:I';;::I~ ~r~-..~~ ~ ~8 ~~ ~ -~ , "-:_': ."'''' . ~~ 3... ... ... ~;;: :;: ;:; 0; 00 ... .. "j<;; _ 'II.~~~ g ~~!~ ~o / _"'" tJD$ ~lN: 0.&,- ~ N ::: ~~" ", ~h --....:::..~-5H I ,.. ... :.. '::A~'''''' ~llool.. Ltt[Q...I.o> } ~~...I~ ~ b~l~ ~ ~~~~ =_ ~ ;;(~~ ~ ~~f1 ~ ~ 111l 41/023!:~ ~.... L:Il~I'~ f~l~ "'1 ~ "'........ .. ..., ::; ,..~ 'fI'''' ... /" ~ ~ 1;:- r-.!: . ~ ~..i ~ . "11l~~ ~ ~~~ ~~v ,;; Zi:~ tJ;W i'~ ~ ~..."" J....4:--. JONES 51 ~ 4110.~ I.a..J la-. ~ ~ ~l ~ =t' I\) --...1-,Q7 -. ~ _I ~ D- 5-= . <f -=.". . ,,, - ~ 1-'" ~ ~ e... ,''''... 1 ~N ~ YARD....O ~ /. =-- PIN(LlA - ~~ ~ ~.. I..?~ ---'" - ~. :.. ~ u -------=--..,,; .nAiI. 0 UlI 0 .0 ... CII '*" <<J7 .. I ~'.s>'~.. ... @~ N -. "'= - ~I-=- ... "",-g ~ .;:: ~ " II,..:...... ~ ___ ...............~~TIl. Ug :m ':.!:l ;; ;; ! e OJ ;:, : I~ ~j1JOn~ ".. ~~~~~~ ~: ~~!e~~: ~r~fi ~ ~~8: ~. ."' 0, <P c:~ 'f~~l . lJ:= ~ "'.l!: ..,\.J. ...;; Nl"~ ...;; ~:f':;:",z~~", f-'L- .. 0> .. :x: ~ @ ~ '" -t S!Jl a 7IV ~ ~ i i" ~ .. ~~., "'A;!.o <;;11'.. 2 70' ..;;-- 7~(J1..... ::: 0 c:: ~ 2 f~ ~ ~AUlE1IAV. 70.~ -- -- ",. Q) ~'7Vl'J;70~ ~ ~ 0> ~~' ... g: e::~~ i '710 i~:~ 706.0 ~ :: z ~ If:-- I N ~,.! I ~ I:;J .. .0 7 . _ 0> 0> . ~ ~ 70. !!l .!!.ili tf= ~r--::--a I II N NORTH Q -0 )c N g ~\nR v<: ."t:- g<j;:: el8 : : 1.] 7to~... Q 0 8~iii ~ ~~ ~ ~ ,",~l! t::\ ~ ~ ~ ;;~~.~~~ 0 i! ,... r:~ ... ...,'" 00 o~ :: ;; "Jt~ ~ _;r. _ Ii ~ ~ o!kl N r.r In at .... loft .... QI ...., r!~ ::: )~ --- -f-- .... (>> ,I ~t t;li~ ~." :~~ f-i:;: III I; r;~~ ... ~ ~ t ~.~\~~ .. :: 00;1: ': ~ ~".- 'v;.: _'.1 .>- "~'" ~!:J N .. - ::4 Q C; :;. c:i ~ ~ ID .... ~ -~.. (,,& N ~ \ IIDT @ --I--- -w. ~ a . i ~ I~! ~ ~ I ~ ~-! ~ ~ ~ $ ~ 3 ! i i~\ 0 N IJOlJ .. ~ i ~ a (1) VI .. c... hi - 8 ~ $ "'*' ..... A\DIUE ~ ... - ~ . ~ ~ I ~ ~ ;; ~ Ii I ~ . ~ ;:; :2 ;;: sa,.. - ~~ \ I j ~ i!'" ... ~ i! ~ i! ~ ~ i! i! ~ i! ~ ~ sa'NS~"..~~sa, -;: :: .~:..::~ .0 ~:;:,":"'~~;;;::;..oo~ .:.;~';;.o~ j;;; : ~i~ ~ ~ oo~ ~ ~:.~ ~oo( Is ;; "" e ~ ; .I"'~ ,,:i;:;: ~ ." "';:'1 !W;;" ~ ::.lnsg ~ 9In :""'CD'" ~ HlI" MI c.< :::.. 110I VI ~.. SOlID ;"OiOIf ~I::: ~ NIl "'.;:~:3..... N 3!: ~ 1110 I;D:S~ t: Q II" I/O m........M 'W .JDltlli~ ....,.,n '10 0 .0 --m "10 <5 :.. ~ :=: i:: ;.I"Ul': mil. ,.l....,. CD ., IlIlIIII 1I/~ .... I>> 1175 ~IZ""" l/:JD:li ....,..,- 'UD:! ~ ~,.z ~:~"~i"~ UIIollo 11'5 !I il !f ~ '" 111I ID N In.......... N:17 lI,e: UI .... """ .. . ; c,. ~~,~::; (( ~ ~)7~~;'~.~1~1:1~~:1:1:1:1' ~~i~';I;'~I~'~ j...:".~ ,",'1 P!.I!I!I~lq~,1 ~~I~I~ISI~1 .:" -1:1001..1...1:11801001..\"", ~I::I;;I",H+' ~1::lo M ~.. ~ ~ ~ '--" --;:;- pll, "' ~ ,..~ , I . . . 1'-6" 2'-0" 1'-0" (NO SOD) FI L TER MEDIA # 5 OR # 57 COARSE AGGREGATE (NOT FILTER MEDIA) TREATMENT 1/2" ELEV. = 20.52 S.H.W.T.= EL. 20.00 BOTTOM ELEV. = 19.00 30 MIL. P.V.C. LINER (WRAP ENTIRE SYSTEM EXCEPT ROCK AT POND BOTTOM) 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) UNDERDRAIN DETAIL NOT TO SCALE o I 6" INV. = 17.75 6" P.V.C. UNDERDRAIN (AASHTO M-189) NO, 57 ROCK WITHIN AAMOCO 45/45 FILTER FABRIC ENVELOPE - NO LIMESTONE ALLOWED. (NOT FILTER MEDIA) , 'LU (J)::t> fTl'l :E fTl'l fTl . OfTl :;;0 fTl ~ . z nil '-/ ;-; (J) 0::::0 zO -lZ 2 :::O-l 0 -I 0J ~< f1:l O'l CD ::t> 0 fTI ,., ,., C U)~ . fTl --j -1 ::::0 0 m 2 1I 11 C ::t> ~O'l )> n r . :: I --j (J) I C 0 fTlCD fTlG) :::0 fTl '0 :E ':;;0 (J) ~~ fTl ~~ (j) fTl 0 :;;0 OfTl -->S:: fTl I'V --l :--Jo . I'V z ~ 0J 0 AJ (Jl,., 0 -l 0 d C CD 1/ ::t> (J) VI n 2 I'V () 0 >- r --l (Jl fT\ I'V C AJ z 0(1) ;-; 0- fTl (J) ZO 0 --jfTI :::tJ< fTl 0- --l r-fTl I'V )> ~ m ~ (f) O'l - I -l ::::0 C 0 --j C :::tJ fTI 'lJ::t>co 2 'l(J)::t> :;;OLJ :: 0 :;;ocz fTlLJ 2 0'lJG) ,,:;;oS:: Z'lJ. ::t>0::t> -I -IOfTl aJ<(J) :;;0 0:;;0- fTlO ::t> -1:;;0 02 ,., 2 0 :;;0 .,., ~ 2 :;;0-< 0 00 G) :;;0 :;;0 ~ fTl . . ~ ~ N o ~ N N N N G.J N -P>- -...j (X) 1O ~ U I I 0 I f'l -l IrO Z U'l~ ~lJ 0 0 f'l" "II 0 (j)--- " r Nrn 0 Ll VJ)> f'l 02 (f) 0/\ 2 fTl ~ I 0 r- I -l n (j) -l ~ :c I 0 ~ lJ ~ f'l ~ lJ (j) - :;0 :;0 () 0 < II f'l 0 )> 0 X lJ r c f'l (j) 0 f'l Z (j) r- -l (j) f'l 2 0 r N I G') 2 0 f'l I rn 0 G') c :;0 0 :;0 I )> r 0 )> \ 0 f'l 2 I G') I I )> I I I " / " (Xl ; f'l r- I II N I ~ (Jl I 0 I ~ ~ N o ~ N N N N IN N -P>- N (Jl -...j (X) 1O ~ . . N (Jl :;0 ~ r 2 -.....J f'l (Jl o -L " II II II II II II II II II II " \I II " II II \I " \I II " II II " " ~ /1 ..../ -" '\ \, I, q " @ 5.00' !?! I I~ @ I I ~" 0 I I I ...". ",,:' I ." . ,- I~ .~.,~ . :..~ '~, ~, CD .' , I~ c, I I~ MDR :i ,; I w 'I I ,. I~ @ I! 0NIt _ n'il'iI!lT @ I PROPOSED OFFlCE BUILDINC I ~ c I ~ ~! I z 'fWD lmIIW ! WOOD",.,..!; ~! I .. 21- 0 lV.a' I I m I """ lmIIW R3' """" .......E I !:: . . c MDR ONIE .-.a"", a!lIll'lr siD:' ~~ ~18 ':,f.'c ~I~ z'z ki :::s: ""'C l.u I~ i~ t'~ II . ~I <:: D. I I I + :::,.....: .. .:~~~!~;:::;: HART STREET ONE-WAY (EAST] --~~-~r~~~~~~~-t3---T ~::::::::::-:::..-=-- r--------- ---,--- / ....-..;;;- -IVI- !I --Iir-~~-1il- -1---___ "/ .... - - - - 1-' II I I~I II I . I . I II r I~I -jl a I )1/ III I a I I I I If / [L ~\ )~l I - I -------- #'" PROJECT ~. VICINITY MAP 405 MYRTLE AVENUE NORTH CLEARWATER, FLORIDA FOR BRIAN & CELIA PATRICK 600 BYPASS DRIVE SUITE 219 CLEARWATER, FLORIDA 33764 INDEX OF SHEETS C-1 C-2 C-3 C-4 C-5 COVER SHEET HORIZONTAL CONTROL PLAN PAVING, GRADING & DRAINAGE PLAN UTILITY PLAN CIVIL DETAIL SHEET CIVIL AND UTILI'TY 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 SCIENTISTS &- ENGINEERS, INC. enter INFRASTRUCTURE DESIGN - ENVIRONMENTAL SCIENCE "PROFESSIONAL SITE PLANNINC AND DESICN" EB8501 1310 HEATHER RIDGE BOULEVARD DUNEDIN, FLORIDA 34698 Phone: (727) 738-9025 Fax: (727) 738-9505 /1 om:w ,.- 601-. A -- \ \ Cleo W(]t~fO \ P1fRCF ~ --I"-... ~~I __"- ~ ~~ '~~ j \ SITE j 1/ fl/~ ~ j ~ j~p/ 1-1 r1l\jp~ BlLff wrno "" -or I L, I ~ ~ / I;; ~,/ / r}r1 ~ * SEMINOLE ST . I (: 19 A -....-~ Ii z: ElDR lGE ST F'I nRIllGf t.tAPLE \. ""fl ~LAZA '~ . " HART ..""c:t\I\I ~I JONES f- :' I CROVE trREET ~ ..~ '""~- jCGROVE I r-ll..... ~f-I -- ............. '" COURT \ I .J I \ ~= RUSSELL ~ I 1 " GRANT I CARLTON TANGERINE ENGMAN LASAU.E "\ W ~ PALMEITO ,.- _""A'~ ~ SEMINOLE L , , - LAURA r 60 I PARK \ \ I I "\,1 I frsa' ~ J / let / 651 ) / GOOLOts> NOT TO SCALE LOCA TI NMAP 'l,J'~/.CS , WARNING CONTRACTOR TO CALL "SUNSHINE STATE ONE CALL" 1-800-432-4770 48 HOURS PRIOR TO ANY CLEARING OR CONSTRUCTION FOR EXISTING UTILITY LOCATIONS II \ I II I I II II II I I II II II II II II II II II II II II II II II II II II // // ..-:- -/' - -..... """ "\ \\ \ I si2 ~~ ~'~ I: I I: <00 ....0 ':.:t'o ....10 bb o 0 z'z I I I I I~ . -.::::c \ 'lu I~ ~~ o' ~ il . ~I< ~, I I I { I I t ~I ~It-.. .... to ':.:t <."Ii ....'0 b I"- 01 z \ I I I <.~ \..' SEC. 10, TWN. 29 S, RNG. PINELLAS COUNTY, 15 E. FLORIDA . USll1 z~ .....~ ~ rn Z 00 ~~ LO ~ ~~ ~ ~:Z;Q cb f;IQ is ~ ~ z o~ ~~~ ..... ;I~ ~~c C-' g 1'1 X Z og~~ ~ 1~~o::~LO ZSQ ffi o::~N ~ ~ I.LJ. ~ c:d Fi3 fIi F- ~ cb SlI1~ ~~~ ooQ I~ ~5~ E-t ~ .... c 00 I ~ .s::. 0.. Z p.4 ~ ..... U 00 Scale : 1" = 20' c MDR ONE STORY MASONRY BUILDING . \ I'::;~ II (~~:, 11.1 ~ 1 I t ~I :;'~':. In t/I \ If] \.~~ I f- I~ II" 1;"1 ~ -I : ~. . Ifl I;" II'~' ~1 \ '. . . '. 17.50 . q b'k II: C! It. v..r 1 ItJ tJ~ 1 :1 ~itl 1r,1 ~lr: 1 U I ~:I I tllA ....,j ~I . ':. 1 ~I ~J iJl 1 ~II ~\ .:. .. \ ~': L.I ~lll 1:;11 ;1 LI 1{11 I tl ~ j 11.\ ~:1 1 '.~ I~.I 1 I fA (.I 111 t.:]] . 4': ~. IU \) 7.50' · I: r'..jl LO~N~ ~~NE I; I,J L I ...,.... I .\ :.;LNs'l.,JoS5'S-J" 0 ~ t-- r;.' ~ I I : :/'. ,...:..!!'(A,f W 'T7S . .... ~\';) 1 · ('8.6..--1 \;~ ';"~).4'-:nfll.<:';<ij11::-~"" ..: ';:~~":-7"' .' " :.' '~'" ~~....,~ .... , ..' ;. ':.';"". ,. ....... .\....... ......... .' ...... . ..<........;....:.:;..111~... ..,. url~~....I\....;,.. :.......~.'" .'. '11\\1. '.... ...... ~. ., . . .' .....:.; ';'. .... ,. '..:. " .' ...... ..... ':.' :.......... ":," ..... '.'. '.':'. '.' ::. 1l\ .1".. ~..'~""';:'.' ~.;...'. .......: .......... . ..~;...~,.; ..... . ". '.' 5 89'55'14" E Rs" . '\<' '1.2P'(Pl(Ml. .- j ~ ~HART.STRtET ~.;-. ..~:~:~.; -) I .~ -__~~~~y~sn~2.~~ == -~~ I :::: :::::--==- -==--- - r _ _ _ _ _ _ _ - - - - - - T - - - _ _ r.... CfJN{;RETF _ ---r . u II / t ~ -j ~ J J~( )~~ I ~ I ~ I ------- N 00000'00" E 7.50'(P)(M) S 89057'19" W N 00000'00" E -- 5.00' 60.05'(M) 60.00(P) --I 1 1 116.32'(M) cg] 5.00' 8.0' 9' @ 5.00' q 0) .... l ~ ~ ..l'. i~o~Ai~S":'~ - . . 'CONCRETE". . r ~. ~ N 4., ". ...".'~ '. .,.\ .' ',<1 4<# 4 ~..' .4 ., . > @ 1 lONE STORY I 000 FRAME __J -l .4'. ".' 4 .... 1 1 L 16 -- I~ \~ La.I 1 . o IP 18 g (/) ONE STORY MASONRY BUILDING '4" . f ., ~ 0 8.0' LEGEND 405 N. MYRTLE AVE. . ~.. . ~. 4 CD ., .. ., 4 .0:\ ., . . : 4 .., '0 ex) rCM roUND CONCRM MONUMOO SIRC scr 5/8. CAPPED IRON ROD No. LB7078 (c) CALCULATfD MEASURatOO (D) IVRNISHED DEED MEASUREMENT (1.4) f7EW MEASUREMOO (P) PLAT MEASURE MOO O.R. Offlcw.. RECORD PO. PAGE P.O.B. POINT or BEGINNING P.O.C. POINT Or COMMENCEMENT P.O.T. POINT Or TERMINATION LF'E LOWEST FLOOR ELEVATION R/W RIGHT Or WAY OHW OVERHE:AD WIRE OHG OVERHEAD GUY WIRE NCF' NO CORNER roUND/SET IW WATER MMR _ DENOTES BUIWlNG AREA . 4" . . . 4~.OONCREtt WALK. . . CD .., ., MDR . ., . 5' '. . ,<'IA'" " .., ::.:: ...J '<( .~ 4. .W .ti 25 .Z o () @ 4. ~ ~ '. A it) 1 1 I -----'~.. PROPOSED OFFICE BUIUDING '0 ex) o z o a. z o ~ w W a::: 1 1 I TWO STORY WOOD FRAME C7.l (7) '0 cd 19.0' 5.0 ' 1. 19.0' .,. 1 SHED 1 OW wti \ 0:0: Wo >z 00 00 ONE STORY WOO D FRAM E R3' ~ ~ f7R roUND IRON ROD f7P roUND IRON PIPE SNMJ SU NAIL Ie DISK No.LB7078 '* TOWER BASE "0 GROUND RING C"Q.., UTlUTY POLE .. GUY ANCHOR " IRRIGATION VALVE A/C AIR CONDmONER U/E DENOTES UTIUTY EQUIPMENT ...p f7RE HYDRANT ASSEMBLY 00.00 SPOT ELEVATION <> 00<' TREE (StE AS M)TEl)) ~ PINE TREE (sUE AS M)TEl)) * PALM TREE (SUE AS M)TEl)) n::'}" . W I- Z W U --1 ~m ---1 <( ()~ 0 lY w "It f"V' Z I- r- (0 L..L- <( -" L- ::::>~ .-- o 0... (/) ~ (f) <( wL2 z .. ...J > 0 (f) ~ w ~ffi u w () (/)~ l.L. ~ ~~ o Z~~ rv <( aO u... lY a CL en (0 W --1 l- n:: >- ~ ~ <( Cl z <( ~ D- ~ <( ~ Z o N - (1:: o I Vi z o (j) 5 w a:::~NI").q-LOc.o DATE 6-4-02 PROJECT NO. 02011 DRAWING NO. C-1 SEC. 1 0, TWN. PINELLAS . UPr:l ~~ ~ UJ ~ 00 ~ ~ ~ III ~Z o~ s r~ _ ~ .!~ Z(1QW c:d ~ S3 00 I!~ E-e ;~ 00 ~! z ~ ~ .... U 00 29 S, COU N TY, RN G. 15 FLORIDA E. 2:$.98 Lt) o Lt) 0) I IX) o I"') 0:: r-. ~IX)- ::::l0)~ :::l ~ t;. 01"') CD X o ~c:!ilL. 0- _0:: o::gLt) o::LL.N W .~ F!:~I ~01X) J:!;gl"') :::lr-. 00- ... r-. I"') N ... r-. '-" 24.21 24.4-9 23.16 ONE STORY MASONRY BUILDING N 00.00'00" E 7.50'(P)(M) S 89.57'19" W 60.0S'(M) N 00.00'00" E 60.00(P) II 1"'1 N 9erOO'OO. E 116.32'(M) 0 ",r;:;;:~ 5 ,- -;.:-;'-;;., II ~1.)llr -0-:- ~-- - -;; =- - - "'m' - .n,.Qor=- .......:::11 L< "0 X V ~, llf ~:~,I ~ ,~~ (~. l5~~ ~~ Lf ~ ~ r I fJ fd 1 ~ 0: 010 (~" ....s " 8'8'~ V II] ['j l~ "8" ~ .~-r -;-47. :-.. . ""7~!\ ~ 24.6 II I "'.?"O II;] 3l~ 1 ' .~' "g'. .... 1,68;(.. 2<1;, ~.J 0 50" ~~ 8~ II ONE STORY , 11;11:}~ ~ .1YP-;;INLET r ,-; '. :".~, . ~ ~'~ 2<.2 8"p'/ I WOOD FRAME I ~9 ~~0~5. RCP It;' 1,,:"1 112 ~ ,,' I.E.- E=.- ~6.~ ,,", :: . 'l1qq,b" '_ f) 9' .{&' 1- ~f Ifj f~ I "W ~ ~~ " ~. 2J8 I')j~,~~ w ~r ~3(" II ~Ig II:" .:rl,~ 4> m ~~? ,:'~~l# _ 2l' ~. d~~ 2< 0 _-_~~ II FOOT TYPE C INlET ~I~ !I,'j l.t~'I' @ <5 ~;f" . "0'~~~~'2j(. 24.271 ;YdV~ll _r~TE25~~'- 23.90 :f~RED END 1[: l'::~I~' ~ ~ 2J2 .; ~~24.:r '" '~'<~'. ~r 1:'~ ~O'~~ ~ ;'[>1:' S CTION 1'1 '.':- I ~~ K 1\ .... ~.' H24.921 )!(J<Y' I ~ 'f-20'OO ~i ['..~.'W I: J~ ~I \~ ~=~H~~50" . ~ 1 ~ III("~ i: O~. RCP-,------ 1112 ~;~ I I~(~ 23.3 \ \ 1 t-'1523,f.F lS" RCP ~ 0 EROSION ICONTROL~k ,:i~ b9 .4 I ~ - ~. 8" 0 (SEE D~~ I i8'{ [:I~ 17 I',. · o\L ;~; ENO ~ .q$ I ~ I s 1\'.'.1 r...;;;.' .1 ~ I.E.-20.00 ~ V"'" 1.0" I ~ 2<' ~ !!'1Ir ~ l PROPOSED OFFICE B~l~ING ~ ~ ,- tv 1lJ.J ~1[1~ ...11112l' .6 F/JJELEV.= 25.00 _0 ~~'!' r-'? ~Srv~" At ~ ~.~ A II I:-.J ~ ,',:J I A '" 6" CLEANOUJ2" .~3' ~ '--, ~\V~. ~ ~~ I ~ ~ ~llr:II' 1?1 III"~ ~ @'. r r~ ~~; :~~ · E':, ~,~ ~ '" ~ "II ; ~I ~ ~i1j 'I':.'JI I'" ~ 215 ~O 07to,,6. PoWI'" ~ ZJJ 01 0 ~ ? ~~ II : I" <: in.~., It'..I, :1 I!' ~~JW~;~~ , ~10/' n ~ I ~+r I- I 11 ~ I INV. ELEV. = 1~ (6") ~~ I ~ ";~. INY. ELEV. = 17.50 (1:~ ~~l ~ ~ I: ,I;' 34 LF, 10. P.V.C. ,~,;>~ Ol? "2 ~ ~ .. '" : 07[5,,1 r. R.C.P. I 0 4.70" A! ~~) @ 00 qj -.. -'~ I I..~.,; I .# ~,,~~. ~ 22' ;~l>I' SHED CONNE~r' ~~POSEO 15' R.C.P, 111 1,';. I",~" '"" : : ,.2<, .~;"Z .' t# 2<7 25.2 8Q. r 8~ r~~. ~T~~.4~IN [ n~j 1':,,111 ~ 24.841--:: · 1 '-1' ... .m.~ 1 ~ ~ ~ I ~~ //' J ~ ~24.141 ~ ~ J'? I Uu 2L.6S. -.-' 22~ST. STORM M.H. -!. ~ ~: 2. L 31 ;:..... ~......... \ ~r.;'\.. I ~~<tj r .t CATCH BASIN '<;. (I "\ .5'....- 1 00% "24271 n'" I TOP ELEV. - 2'.80:4: I" "j 122:a4~ "'.l' . ,]XQ' :1'. () I '1 ELEV. - '7.00:4: r:J~~ .... IV237J.-S-: . "-f23.95 124.32:17~~~\~~ 24.89/- 23" ~ j24.l~gr,o II "{.~.. 51 55'" 23.4 1l')'1:)'97~ NI ~~ '\/.:.!..!'(Ivt v W 24,2;n P.. 24.7 24.2 ~ "-I\- -EXISTING 18- II t ~ \.,. . ,.!:4l- . L \ T - -. 19 25. STORM PIP! JI 24,5 l~/~NG 24- .:....' <d:..::.:..J1JlI..:'}:.....Tj/1jj..~ ~~ROT[..~~;;';' _ .. ,'~I,ifiT1" '~IIIrIl"lilll~ ---:---.. W2r;" .~ ~;;;.\".~ , STORM PIPE EXISTING 18~ '" ~ ~ ~. - .' i-.;I 's 'SWSS'14" E' ~ '~"'fl' . ,~"'--:'::"'''''':''. 1~' .1')~'/n)/~~~ .' .. ~ ---.: STORM PIP! "'I ;:{::! - - . - __-:-::;;;L..~ .~ '-.-/- ~ ~,~ ............,.. , ~ I WJ a "'~ _ 22 '~::' 7iA"RT~' ~TREET ~ -'--. -lh - _ '_ ""." I = ONE-WAY (EAST) 'V v '" - 2.3....2L :j - - ~ - - - ---Z' rr>^,rR':T"'f""7"1SU8- - ~2.l.Z.i.. -~- - - T . - -- - - - - " - - - - ............~'''- - - - I .. - / ~ I I I ~ I I 2lJ / GRATE ELEV. = 22.84 ---! [L ~ )~ l I INV. ELEV. = 21.60 - - I TRENCH GRATE ~ GRATE ELEV. = 23.97 INV. ELEV, = 22.90 II i" II II II II II II II \I II II II II II LL II II II II II II II II II II Q) c: o J: ll.. EROSION CONTROL (SEE DETAIL) ~ ~ 1 " Scale 20' . . - - GENERAL NOTES: LEGEND Ct: W t- Z W o 1. ALL ELEVATIONS REFER TO N.G.V.D. OF 1929. G.C. TO CALL SURVEYOR FOR ONSITE BENCHMARK. 2. ALL WORK TO BE DONE ACCORDING TO LOCAL REGULA TORY AGENCY STANDARDS AND SPECIFICATIONS. 3. ALL DISTURBED AREAS WITHIN 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 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. DEWA TERING 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. 8. BACKFILL MATERIAL SHALL BE SOLIDLY TAMPED AROUND PIPES IN 6" LA YERS 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. 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. FCM FOUND CONCRET! MONUM!NT SiRe SfJ 5/8- CAPPED IRON ROO No. lB7078 (C) CALCULATED MEASUREMENT (D) F'URNISH!D DEED MEASUREM!NT (M) F7ELD MEASUREMENT (p) PLAT MEASUREM!NT O,R. OfflCIAL R!CORD P(;, PAGE P.O.B. POINT OF BEGINNING P.O.C. POINT OF COMMENCEMENT P.O.T. POINT OF TERMINATION LF'E LOWf:W FLOOR ELEVATION R/W RIGHT OF WAY OHW OV!RHE:AD WIRE OHG OVERHE:AD GUY WIRE NCF NO CORNER FOUND/SIT ~ WATER METeR _ DENOTES BUILDING AR!A F7R roUND IRON ROD F7P roUND IRON PIPE SNMJ SIT NAIL ct DISK No.L87078 ~~ TOWE'R BAS! (5 GROUND RING C'Q., UTlUT'I POLE ... GUY ANCHOR ... IRRIGATION VALVE A/C AIR CONDmONER U/E DENOTES UTlUT'I EQUIPMENT +0 F7R! HYDRANT ASSEMBLY 00.00 SPOT ELEVATION <:> a4K TREE (s11'E AS NOTEJ)} ~ PIN! TREE (SIZE AS NOTEJ)} * PALM TREE (s11'E AS NOTEJ)} 0... W C) <( Z <( Ct: o ONE STORY MASONRY BUILDING .-J <( Z o - (f) (f)~ W LL o 0::: 0.- W .-J t- O::: >- 2 ~m o~ 0:::: w ~ ~ I-CO <( -" ::>1'0 a.. (I) 1'0 <( w.J _ >I.J... ..Ja:::" W Cl ffi u (I)~ _<.J (I) ~ ~ <( a::: Z ~~ <( CD--I oU 0::::0 (DCO o z <( 405 N. MYRTLE AVE. ... C) Z o <( Ct: C) TWO STORY WOOD FRAME SITE DATA ZONING = "c" USE = COMMERCIAL / OFFICE SITE AREA PROJECT AREA = 42,758 SQ. FT. (0.98 AC.) = 42,758 SQ. FT. (0.98 AC.) ... C) Z - > <( 0... 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 MAYBE 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 0-3034, S.D.R.35, UNLESS OTHERWISE NOTED ON PLANS. INSTALLATION OF P.V.C. SEWER PIPE SHALL CONFORM TO ASTM D-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. 13. CONTRACTOR IS TO PROVIDE EROSION CONTROL/SEDIMENTATION BARRIER (HAY BALES OR SILTATION CURTAIN) TO PREVENT SILTATION OF ADJACENT PROPERTY, STREETS, STORM SEWERS AND WA TERWA YS. IN ADDITION CONTRACTOR SHALL PLACE STRAW, MULCH OR OTHER SUITABLE MA TERIAL 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 SA TlSF ACTION OF THE ENGINEER AND/OR AUTHORITIES. 14. GARBAGE TO BE VIA CURB PICK-UP (NO DUMPSTER). EXISTING BUILDING EXISTING ASPH./CONC. EXISTING OPEN SPACE PERVIOUS AREA = 0 S.F. = 0 S.F. = 42,758 S.F. = 42,758 S.F. OR 100% ONE STORY WOOD FRAME _I t=! <( o PROPOSED BUILDING = 7,194 S.F. (GROUND FLOOR) = 13,250 S.F. (GROSS BUILDING) = 19,152 S.F. = 1,892 S.F. PROPOSED ASPHALT & CURB PROPOSED CONC. SIDEWALK 21,64 PROPOSED OPEN SPACE IMPERVIOUS AREA PERViOUS AREA FLOOR AREA RATIO = 14,520 S.F. = 28,238 S.F. OR 66.0% = 14,520 S.F. OR 34.0% = 0.17 - -......... "" '" \ 21,41 \\ 1, 21.:$6 PARKING TABULATION REQUIRED: 1 SPACE PER 250 S.F. 13,250 (GROSS) S.F. / 250 = 53 SPACES 53 SPACES REQUIRED +- ~I /68 LF. 10" P.V.C. o 1.90'; PRO\~DED: 3 SPACES 0 12' x 19' (HANDICAP) 46 SPACES 0 9' x 19' . . (/) Z o (/) 5 w a::::"-C\lI'0~LC')c.o co I;"" :- IX:! -.:r N ""'0 81r-- z 49 SP ACES PROVIDED I I I I <,~ \.,. DATE 6-4-02 PROJECT NO. 02011 DRAWING NO. C-2 INDICATES APPROX. LOCATION OF EXISTING 10" WATER LINE II I I III II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I ~ II I II I II ~ I /I I II I II I II I I I INDICATES APPROX. LOCATION OF EXISTING SANITARY SEWER LINE STORM DRAIN - -......... """ "\ \\ II N 00.00'00" E 7.50'(P)(M) N 90.00'00" E 116.32'(M) ~.~~. .',4 q 4 ", '<{ 4.4 .' . ".Il 4 . './3" ..,. . 4 I ., r ~. 4 ','<4 . .<<1. '" ., ., .' ~ 4 ., I . . 4\ ',.a ,.4;' " . 4 . "'<1(/ 4'. . ~. .,. .. 4. , 4" . 4'" <0.,' 4. . 4. ., . . -</1" f ~. 4 3 ., .'4 4" '4 : '. :. 4 ., . '4 .., .., . <4,' . . · .~OONC~E:1t WALK. . .. ..,. ., 4 , .~4,. .., d 4 . . ~ ~ ". A PROPOSED OFFICE BUILDING o z o Il.. Z o ~ w W a::: N <( I I I I .,.44 . 5' ..C;ON~RErE'WALK .,' . 12' x .35' LOADING ZONE PROPOSED 2" WATER METER Coif-.- .... CX) ':.:t N ....'0 b "- 01 z INDICATES APPROX. LOCATION OF EXISTING 8" SANITARY SEWER LINE INDICATES APPROX. LOCATION OF EXISTING 4" DIP WATER LINE I I I 1 <.~ \.... S 89.S7'19" W N 00.00'00" E 10 ./3 ",' 3 ., '4 . 4 . ., " ::.c ...J .~ 4. :w "'W 5 .Z o () it) '4. 11 .,. . <J., 'l. .,. 31 LF 2" PVC WATER LINE ~ 60.0S'(M) 60.00(P) --I I I 6 ONE STORY WOOD FRAME ........ Ie ........ I~ o I') ci I() N 8 I.&.J I II o IP o o b o (/) 7 J SHED OW ww Ita: Wo >z 00 00 .32 LF 2" PVC WATER LINE SEC. 1 0, TWN. PINELLAS 29 S, COU N TY, RNG. 15 FLORIDA [------- ONE STORY MASONRY BUILDING I I I : I I : I I I I I .. I , H ':' ! I IfJ f'~J : I II] L.oJ I ' If, t.?1 1_I""""POWE:~R.tE ."... .~. I ~ l c... . . ... '-" '-" . I ~' ~ :~~. I ~Ib II" T/, .... 0 '. '. I: ~ I' g "', b'.k' o 0 . .~.......... !Z( ~:~ 1,,-; 1 I I Il.~l I'~,r 1 I ~ ..' : I I~ t',,~ I ' I~ 'i~ : I I~ I~jzl : I ~ II} tij I I . ~ \-I fJI · I I t. .' .': i . lw ~llj:3J I I ~ ~ :J:, : ~ ~ ~lll I:,;) Ic~ ~I' 1.,1 : i I ~I I I,'::J : : I <: ~I LI lij : ~ ' I tl (I ~'I : ! ILl i.,; : I II~ ~,j I ' ILl r:1 I : I 111 I,~:I ~---7--t---I r l ~'."'1 / I I A \} I // I I. '.. =- --- I . I ~ " < I I I, STORM M.H. I ~.. L ~TCH BASIN . . I TOP €LEV. - 21.80% I ". ' 'j I '1 ELEV. - 17.oo%.~ ..~.. N 7,).!'tto. I I. I ,\.; 51. 5y'5"J" =~r!~~~~Lff1.80 l. y::: P01SKl6'ER.2.Pa; .:,..... .-r~t#?-11.1.,w, . i '. :::~ ) . t." ":..fo""'" ...... :"'''''':''f.'U;;'' ...._, ~ -~. SOUTH INY- 14.4$ EXISTING 24" . -.,... . . ..'.....:. "-"-"~~'~CONGRm' ., '. ...... EAST INY- 14.50 . . ,.,"... . .... ~.........~ ~............ I ........ STORM PIPE EXISTING 18" . ..... '. ~.' .... ." . -;-.,........:." .' . '~i' I ,........ ........STORM PIPE . ". '. ~ 89.sS~ E I I........ .~ .... ..'. .... . I :. -1 -=- - - - EAB.c. .s.fA V _ _ _ _ _ I ~l______ -~--- -----=-=-~---~~E;..!~Yr-{EA- 72_=_-;,;;;.;;- I I I . --::::- -- ----. I . _ -::::::.. - - ~WERPOLE - - 4.5' CONCReTE SIDEWALK I I /" 4.5'C~~~!W~1iI ~ ~ - ~ I~ - -ril- - -- I + WA7FR ME7FR ~ I I ~ EXISTING SEWeR MANHOLE I I (TYP) Is ~ I )~l NOKT'H RIM ELEVAnON- 24.19' I II I EXISTING SEWER MANHOLE [;. L -j ~ I ; WfW INY- 20.64' NOJmf RIM ELEVAnON- 22.62' '" WEST INY- 20.36' EAST INY- 20.25' ~ Scale 1 " . . ~ ~ - - 20' LEGEND ONE STORY MASONRY BUILDING FCM FOUND CONCRETE MONUMCNT SiRe SET 5/8' CAPPED /RON ROO No. LB7078 (C) CALCULATED MEASUREMENT (0) FURNISHED DEED MEASUREMENT (At) FIELD MEASUREMENT (P) PLAT MEASUREMENT O.R. OFFICIAL RECORD PG. PAGE P.O.B. POINT OF BEGINNING P.O.C. POINT OF' COMMENCEMCNT P.O.T. POINT OF' TF:RMINAnON /JE LOWfW FLOOR ELEVAnON R/W RIGHT OF WAY OHW OVERHEAD WIRE OHG OVERHEAD GUY WIRE NCF NO CORNER FOUND/SET IYil WATF:R METER _ DENOTES BUILDING ARfi4 -~ FIR FOUND IRON ROO FlP FOUND IRON PIPE SNMJ SET NAIL It DISK No.LB7078 ~~ TOWER BASE 0' GROUND RING ~ unUTY POLE ... GUY ANCHOR ... IRRIGAnON VALVE A/C AIR CONDmONER WE DENOTES unUTY EQUIPMENT +0 FIRE HYDRANT ASSEMBLY 00.00 SPOT EL&AnON (> (w( TREE (SUE AS N()lE1J) ~ PINE TREE (SUE AS N()fE/J) * PALM TREE (SUE AS N()fE/J) 405 N. MYRTLE AVE: TWO STORY WOOD FRAME ONE STORY WOO D FRAIVI E ~ ------______POWERPOLE L- ..:::::::- ~ - ~- - T -- --T--'- ~- -1------ 1;1 I ~ I I ~ I )~ ~ I ~ I I ~ I E. . t.)~ Zz .....~ ~ en ~ 00 ~Sl ~ ~~ ~ ~~ ~ Z~ ~ ~~ Zllil~~ J';I;l I ~ ~ ZI!QIJJ c:d~~ 00 !~ E-t I~ 00 ~ E:: I~ ~ Z · ~ ..... u 00 l() o l() 0> I eo o I") 0:: I"- ~eo- ~O>~ ::l~t;, 01") CD X IJJ~~ <-,0 0- _0:: o::gl() 0::1.L.C'I IJJ _~ ~~I WlJJeo :czl") ::>1"- 00- .... l"- I") N .... I"- '-" Q) c: o .c: a.. NOTE: ALL CONNECTIONS TO EXISTING UTILITIES WILL BE COORDINATED WITH THE CITY OF CLEARWATER (t: W I- Z W U --.J ~m <( UC:;j Z ~ w~ Z r- I- co <( <( -I' 0 :)1"") ....J 0... (/) I"") - <( w.J 0.. (f) _ > u... .. -.-J - (f) ~ w ~ci >- W U Cl~ r- (/)<( LL ~ (/) 3: - <(~ ....J 0 z ~L5 r- <( CO.....J (t: - OU :J ~o 0.. mco W --.J I- (t: >- ~ ~ <( o . . (/) z o (/) > w a::~C'\/l'0vU")<D DATE 6-4-02 PROJECT NO. 02011 DRAWING NO. C-3 RW LINE --I 7.50'--1 25 -----__--.1_ I 20 19 18 17 BAFFLE (SEE DETAIL) WEIR PROPOSE~LDING ~ EXISTING GRADE 24 23 TOP OF BANK ELEV.= 23.00 22 21 F.F. EL.=24.50 ---------- 25 -------. -- --- 8" S.H.W.T.= EL. 20.00 30 MIL. IMPERVIOUS LINER POND SECTION NOT TO SCALE 0.35' GRATE ELEV. 22.30 1.23' WEIR ELEV. = 20.52 36" BOTIOM OF BASIN ELEV. 17.50 - 17.75 A-A 24" 'Et' U.D SIDE VIEW CONTROL STRUCTURE N.T.S. NOTE: BAFFLE ON ALL SIDES FRONT VIEW CONTROL STRU'CTURE N.T.S. 14'-8" 6" DIA. STEEL BOLLARDS CONC. FILLED (TYP.) . I r- --------0---.., I I I I I ~ I I I I I en 'It'. I . . ~t 9 d ~ I I we:: I CXl z I 0 O-W '0 I () 00- I I ....J ..... I en I I (0 I 12' CEARANCE MIN. . I ~ I I I I CXl 'It' . I @@ I I I z I I ~ ~ --___..J I I 0 DROP PIN HOLE (TYP. ) PLAN 24 23 22 21 20 19 18 17 ANGLE IRON SUPPOIRT FRONT ONLY NON TRAFFIC GRATE 8" MASONRY OR APPROVED R.C. PREFAB II 5 OR II 57 COARSE AGGREGATE (NOT FILTER MEDIA) TREATMENT 1/2" ELEV. = 20.52 ------ BOTTOM ELEV. = 19.00 30 MIL. P.V.C. LINER (WRAP ENTIRE SYSTEM EXCEPT ROCK AT POND BOTTOM) 2' -0" 1 · -0" FILTER MEDIA S.H.W.T.= EL. 20.00 1 .. .... 6" INV. = 17.75 6" P.V.C. UNDERDRAIN (AASHTO M-189) NO. 57 ROCK WITHIN AAMOCO 45/45 FILTER FABRIC ENVELOPE - NO LIMESTONE ALLOWED. (NOT FILTER MEDIA) 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 1/200 SIEVE: 0.3% (THIS IS FILTER MEDIA) UNDERDRAIN DETAIL ~ I rt'R:J=c:r !=~~j I 1'//1 SIDE VIEW NOT TO SCALE ALUM. GREASE BAFFLE, 1/4" THICK ATIACH W/ANGLE IRON. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR APPROVAL TOP OF GRATE 6" lei '~= le,1 I I I I" I , I e lei =([='Pl' I,e' I I I , I' I I I e 6" FRONT VIEW G R EAS E N.T.S. OUTFALL STRUCTURE DETAIL NOT TO SCALE Co GRADE 14" TIE BEAM WITH 2-#5 REBAR CONTINUOIUS SWING GATE (TYP. ) ,. 12' CLEARANCE MIN. . . 6" 8" 8"X16" CONC. FOOTING W/2-#5 REBAR (TYP) 1-#5 C 4' CENTER GRADE 3000 P.S.I. CONCRETE SLAB -MONOLITHIC, MIN. 6" THICKNESS 6"X6"/10X10 W.W.F. ELEVATION BAFFLE I", POST OPTIONS: 2"x4" OR 2.5"DIAM. WOOD; 1.33LBS./FT. MIN. STEEL FILTER FABRIC IN CONFORMANCE WITH SEC. 985 F.D.O.T. SPECS. OR EQUAL EXIST. GROUND . U~ ~~ t). ~ rIJ ~ 00 ;1~ ~ I~ ~ o~ S ~~ z ~~- ~ I ~ ~ :;!:[lQl.I.J ~ ~~ 00 !~ E-e I~ 00 ! e:: I~ ~ z · ~ ..... U 00 Q) c o .c:. a.. 6' MAX. .../ GROUT TOP OF HOLE 6' LONG PRECAST CONCRETE WHEEL STOP W/HOLE TO ACCEPT #6 , FOR A SNUG FIT 8" FROM EACH END 2-1/6 P DRIVEN THROUGH WHEEL STOP TO COMPACTED SUBBASE PAVING It) o It) en I o ~ ~al- ~en~ ::>~b 01") co x l.I.J""~ "0 0- _0:: 0::0 It) o::liN l.I.J .~ ~~I ~Oal I~I") ::>" 00- .... " I") N .... " '-' 6 OPTIONAL ~8~h-ION PRINCIPLE POST POSITION] CANTED 20. TOWARD FLOW FILTER FABRIC COMPACTED SUBBASE 2' BASE IIIUIII U 1111- 111= SILT . FLOW 1111=111/::/111=/11 = EXIST. GROUND LOCATE WHEEL STOP 2-1/2' FROM EDGE OF PAVEMENT TO CENTER OF WHEEL STOP SIL T BARRIER DETAIL WHEEL STOP DETAIL N.T.S. NOT TO SCALE 24' DRIVE FINISH GRADE FLUSH TO TOP OF CURB 1" RADIUS MEDIUM BROOM FINISH CONC. PAVING (t: W ~ Z W U I- ---.J ~m W <( ON W 0::: ~.q- Z I- co I <( - f'- (f) 0 ::::>1"') 0.. (f) I"') - <( w.J --.J (f) _ > lL.. - " ....J - <( (f) ~ W et:ci o Cl~ I- W (f)<( w ~ (f)~ LL <(et: 0 0-<( 0 Z >-w <( co-l --.J (t: - OU 0:::0 :> (l.. (DCO - U W ~ ~ (t: >- :2 19' PARKING 6" BASE . . 111I 11I11111111 I> 11/1 HI/ .' ~ III~II 12" 12" STABILIIZED SUBGRADE MIN. 40 LBR MIN. 95% COMPACTION COMPACTED SUBBASE CONSTRUCT IN 10' LENGTHS TIE-IN LENGTHS 8' MIN.-10' MAX. TYPICAL PAVEMENT SECTION N.T.S. 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"x1S" 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 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. DUMPSTER ENCLOSURE DETAIL NOT TO SCALE VERTICAL CONC. CURB N.T.S. 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. ~ <( Q 1. ALL REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A-615, GRADE SO. VERTICAL REINFORCEMENT SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL, AND SHALL BE HELD IN POSITION AT THE TOP AND BOn-OM. 2. IF A SLAB DOWEL DOES NOT LINE UP WITH A VERTICAL CORE, IT SHALL NOT BE SLOPED MORE THAN ONE HORIZONTAL IN SIX VERTICALS (1 :6). 3. HORIZONTAL WALL REINFORCEMENT SHALL BE STANDARD TRUSS TYPE DUR-O-WALL (OR EQUIVALENT) AT 16' O.C. 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.I. 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. 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. ' 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 DROPPlINGS 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. . . (f) z o (f) 5 W O::.....C'\/I'0"o:tL{)CO DATE 6-4-02 PROJECT NO. 02011 DRAWING NO. C-4 ..A. RAMP 12: 1 6" WHITE 6 5' /H/C SIGN RAMP 12: 1 6" BLUE 6" BLUE r:~ /"WHITE 5'L6 12' Z :5 0.. ~ in "" ~ . . TRENCH DRAIN 1.5.R . to . Ill) .- PARKING BY DISABLED PERMIT ONLY $255.00 FINE 3 F.S. 318.14 b r-: ~'v .. 10 3/4" 10" CONCRETE SLAB GRATE 4' , , . .4 ' . ..4 ' 4 4 ,., 4 NOTES: 1. ALL LETTERS ARE 1" SERIES .C. (F.D.O.T.) 2. TOP PORTION OF' SIGN SHALL HAVE A REFLECTORIZED BLUE BACKGROUND WITH WHITE REFLECTORIZED LEGEND AND BORDER. 3. BO'TTOM PORTION OF SIGN SHALL HAVE A REFLECTORIZED WHITE BACKGROUND WITH BLACK OPAQUE LEGEND AND BORDER. 4. SIGN FABRICATION FROM 0.063 STEEL. POST TO BE .U. 'TYPE FlANG~D STEiL AND SET IN CONCRETE 12" x 12 x 36 DEEP. TOP OF SIGN TO BE SET AT 7' HIGH. TRENCH DRAIN HANDICAP PARKING PAVEMENT MARKING NOT TO SCALE NOT TO SCALE 5" THICK CONCRETE -1000 Pos.t. MINIMUM STRENCTH LOW SUMP (MAX. .]" - if.' NON-RElNFORCIiO . ~ I. ..rn~ 00 ~~ ~ a~ ~ Z~ Zo a ~!~ z I!Q 0 ~ I ~ ~ ~I!Q"" c:d fn ~ 00 !~ E-tm~ 00 ~~ z ~ ~ ..... u 00 Q) c: o ..c: 0.. ANGLE FRAME SYSTEM WITH ANCHORS It) o It) 0) I o ~ ~~ co - 0)" ION :::::l""'C 0"" CD X o WcsLL. 0_ go:: o::glt) o::LL.N "" .~ :I:ZI ~CtO :I:~"" :::::l" 00- .... " ,.., N .... " '-" .4" '4 " 4 '. 12" STA8/UZED SUBBASE (LBH I(.(J) 4,' ..a ~ CCNCIfCTE PAWl((; NOTES: I. AU. JOIN1S AND curlE EDfJE OF' PAIISIENT /WJ# TO HAlE /IB.L FOOTER (A/JD 2" 1HIQ( ~ IJE(JfN 2 n: F1IOII EDfJE FrJIt MINMMI 1.4' n: t#lDTN FOOTER IIOTTrJII 2. TO aMVATE .w4U NA/fROW IIDXJE SHAPED M!'AS THAr Mo4 Y MArx t.P, AN DtTRA 2 n: A r rAl'l1t TO IIC A1JDIl). .! SAW JOINT.5PAto ~"'ffIfx- _'''tPh;'o.tc.''i -"';!fJJl' TO J" DEPTN . NO JOIN1S SHALL. LOCA1ED IN VAUEr OF'J;;J1ED atOIfN. So oKJIN1S SHALL IN~T .TN EDfJE OF' PAVlJIENr Ar ~1nY 10' 6. .JI'JfN1S SHALL IN~T .TN ()1HDt oKJIN1S AT ~1nY 10' T. NO oKJIN1S SHALL STOP A r AN 1N~11ON .TN AN01HDt .KlINT. 6. II$E ClJIIIfM COMPf.JtItfD AFTEIf .sI"1lP. t/NUS$ ()1HERtII$E ~IIP BY ENfJINI!ER. ClJIIIfM COMPf.JtItfD SHALl. fXINFtJffM TO 1HC REW1REMEN1S OF' MSHTO DE51f1NA 110N II Ie T'If!1E 0-1. .. oKJIN1S SHALL IIC flUE/) ttI1H ~IIP oKJINr SEMJN(J Mo47DII4L II1!FtJRE' 1HC PAVlJIENr 1$ OPENED TO IJWl'7c. PRIat TO S'l'AUi8. EACH oKJIN~_1IC 1NIf(JtJ(iHl. Y a.rANEq OF' AU. RJIII(;N Mo47DII4L (INCl.1KJfN(; ANY ---- CtitfIN(J ~) 10. ~IIP oKJINr ~ A. PMFrIIfMED JOINr FILER. t/NUS$ ()1HERtII$E ~IIP BY 1HC ENfJINI!ER. PMFrIIfMED .JfJINT' FfUDt SHALl. MEET 1HC 1lEtNllREWN1S OF' AA$HTO II 1&J /I. JOINT $EAU!R FrJIt PA VlJIENr SHALL CONFrJfIM TO THE RB/IJIIffMIN1S OF' MSHTO DE51f1NA 110N 0 .,. E'Jtr:IPr THA T tINEN 1HC $EAU!R Ial. IIC IN CDNTAcr.TN ASPHALTIC Mo47!l1l4L IT SHAJJ. MEET 1HC 1lEtNllREWN1S OF' A$'/I/ 0 SI()!J. STA/IItJZED ~ I. THE STAIIUZINf/ SHALL IIC FOOT T'If!1E /I. tI. IT s:HAa . 1HC CQV1RAC~ ~rr THAT 1HC F1M$HlD IfONJ/JItD SEr:11ON MEETS THE IIEAIfIN(J VAL. ~ REf/IINIIJUSS OF' 1HC fJlJAN1/TY OF'STAIIUZINf/ Mo411l91AL$ ARDS4RY TO IIC ~ .! AFTEIf 1HC IIXJNt1 Dl'DtA11ON$ HAlE I1SN tXJM1U1ED AND RB/IJIIffMIN1S FrJIt I/EAIfIN(J VAUAE: UN/RJfWTY. AND PNt1lCl.E 9ZE HAlE 11SN.$411Sf1!Zl 1HC STA/IItJZED AM'A SHALL IIC CCU'AC1ED TO ,. MfJDIflIED IWOCTrJR Pl1f MSHTO T-11D. TYPICAL CONCRETE PAVING SECTION NOT TO SCALE Ct:: W t- ~ Z w w W I U (f) ~ ~ .-.J 0') - <t: 0 ,.... <C - C\I 0::: w~ ~ Z I- ~co, _f'.. W <( ::)J'l') 0 Cl.. (f)J'l') 0 - <( w~ (j) _ > I.L. >- ~ --!~a (j) ~ W a~ ~ W o (f)~ - -1 ci8 (f) ~ LL <(~ ~ 0..<( 0 Z >-w :J CD....! Ct:: <( aU - 0::: a 0 D-. CD co Z W <C ~ -1 t- > Ct:: - 0 >- 2 ~ <: o . . (f) z o (f) > W ~"-C'\ll")vLO(o DATE 6-4-02 PROJECT NO. 02011 DRAWING NO. C-5 PROJECT ~ "" ~.' <:J'tP - VICINITY MAP 405 MYRTLE AVENUE NORTH CLEARWATER, FLORIDA FOR BRIAN & CELIA PATRICK 600 BYPASS DRIVE SUITE 219 CLEARWATER, FLORIDA 33764 INDEX OF SHEETS C-1 C-2 C-3 C-4 C-5 COVER SHEET HORIZONTAL CONTROL 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 SCIENTISTS & ENGINEERS, INC. enter INFRASTRUCTURE DESIGN - ENVIRONMENTAL SCIENCE "PROFESSIONAL SITE PLANNINC AND .DESICN" EB8501 1310 HEATHER RIDGE BOULEVARD DUNEDIN, FLORIDA 34698 Phone: (727) 738-9025 Fax: (727) 738-9505 /r,i Irj',i"fJ.[l1~'I~''Ir \VT If:;','" '",'.-..,': I ' T "< -- ...,<;;;.....,:;.,;'"Z_, Ii' ' 'uJ~~~~WJ' PlAljl.JN(;;J(~ yt:Ve,_I.OFMENl ~I/CJ CIJY 0 ('~Eli.RWATER,;) w ;.:1 I J / I \ ~= ~ I "- '~l~e-I 1 GRANT ~ ~ I CARLTON RUSSELL ~~ TANGERINE f-- ,_1)119 AlG,/ ENGMAN LASALlE 1-1 F/limA BlUFF e - \ ~ J - J '/ I MErTO / I I~ . PALMErTO ~ i / I if IIi i Sf14INOLE sr ~UINnl ~ ~ SEMINOLE SITE / J } 'O?/ ELDR IlGE sr ~ ORInr.r If,'. . NAPLE ':>. ( 19 A5 )t~ , , L ~ , . ~ ~-j~ , g ':NES 1,"Ilc:nN I Z ORF'W '59C i\.....: /.. : I J':":"7"'\ , I (ROVE mEET ~.~ 160 L A ~" - LAURA JCGROVE , I 'rw - --. ~ ", (' 60' C!~ vaterd _~AAK J ~ \ \ PlffiCE' \ / cI ..- 651 ) / ~ I -\ I ~ I ~ ~ ........... COURT \ GOULD 1 / - I ,""'- NOT TO SCALE LOCA TIO.N MAP SITE PLAN APPROVED CASE:# Fl ~ lu(;Z.QbIl'1'7 CASE TYPE - ORC DATE 7. If .Q 1.. COB DATE SIGNATURE v----------..._ DATE I~' 7.Q"t- FILE BS2oQi~, 'I;, \ ,I WARNING CONTRACTOR TO CALL "SUNSHINE STATE ONE CALL" 1-800-432-4770 48 HOURS PRIOR TO ANY CLEARING OR CONSTRUCTION FOR EXISTING UTILITY LOCATIONS . -------_.._._"-----~----~_._----------_.._.--_.._.~---.-----...-------...-.---------...------.-...-....-.---..--.- SEC. 1 0, TWN. 29 S, RNG. 15 E. PINELLAS COUNTY, FLORIDA c MDR EXIST. SIDEWALK TO BE REMOVED BACK TO THE NEAREST JOINT FOR DRIVE CONSTRUCTION ONE STORY MASONRY BUILDING II N o~oo'oo. ~ D:~(P~ ~ S 89.57.19" ~60.05.(M) N 00.00.00.. t. ~O.OO(P) - 5.0cX.. /j - - I 8.0. X ________ ! _.~~ 5.00' DUMPSTER PAD PER CITY CODE/SPECIFICATIONS (SEE DETAIL) - --... "'" "\ \\ 1, 'I I;.' N 9~1~. ~ 116,32'(~_ '1~8 $ 11;1 ~ 1 Ir:1 ri 111 F:Ii ~ ILl ::?: I _ 1if17i If' L::-I ---) ~ Ii:' 1.J f: ts ~,~ LI~, ~ ~Ib II~! TII ~. ....0 ", 750 ~I~ Iii lT~ ~\ . . 212 it, fr:~, ~~~ ~ .'.~ I IrJ 1:"'1. ~. ~ _ 5' ~.:.- I I; f~~ I lie f~~1 I~ n rl'11 . ~ Iu I:fJ : ~ illl f.Fj : ~ ~ ~I 0;1 rJI ( I ..>- ~II ~I ::-' ! o ~ ~Ir] If' i~ i I . ~ I.d II ~ 1 <: ~I Li I~~II!~ ; . II.' II:l' I Ilj~,'; I 114 ~J : I :i'~ f:t1 ~.: :.~5..CONPRfuw~' · 0 [ I) I) 7,50' ~ ~ I R3' I I: t"~,i 'L \.... 'fj , / /' ". , I': " ~ l ~.'i. ~~ 'J-'" "s '89~55.14" E . " ....: ~ ' '. " '~"~~'1.---7- ---..' -. ~ ----: _~ __ _. . _. -:-,.~_..,_..~y- 1212.Q1D)(Ml..,_~,~ I ---) ~.HlRT~STR[ir ~. -~..~ -~ ---) I - ---) - ONE-WAY (EAST) _ _~ .- = - = -= _ ~ ---) I :::: :::: =::.. =::..:.-- -=:5- - r = = = =2'~U = ~ - - r"i _ _ + _ _ _ <<~#~=-Ii1--':~ ~ 1--~liI5'~~_~-=~ ~ F=i-yT--- II r I~I ~ I )~I I~I I ~ I I ~ I II / t ~ -j ,~\ )~ l I FCM FOUND CONCRET'E MONUMeNT SIRe SET' 5/8" CN'PUJ /RON ROD No. 18101B (c) CAl.CUI.ATED ME"ASUREMENT (D) FURNISHED DEED ME"ASURatENT (M) F1ELD ME"ASUREMeNT (P) PLAT ME"ASUREMENT O,R. OF'FICIAJ. RECORD PO. PAGE P.O.B. POINT OF lKGlNNlNG P.O.C. POINT OF COMMENCEMeNT P.O.T. POINT OF TERMINATION LFC LOWEST FLOOR EWlATTON R/W RIGHT OF WAY OHW OVERHCAD WIRE OHO OVERHCAD OUY WIRE NCF' NO CORNER FOUND/SET [i] WA7E'R METER _ DENOTES BUILOINO ARCA \I II II II II II II II " II II II \I II " " II II II " \I II II \I 5.0Q' J 87 9' '0 en .... @ . · ...- .. "!.... ~7 ;-.- -: '0(( . . l' .:~ c: ~ ~'i~lekrEs";'A~"~_ . ~' ~ ~ ~ . ...', . 'CONCRETE <t.--=. r . .. ,', '.'~" ~ " .~. ~...' '. .~,.. ~ I ~ . , '..<11. "4,,. '.' ~'. <:I." ' 4. . ~ .4 . -4 ... - 1 lONE STORY \WOOD FRAME .a .~.. ~ ~l @ -- Scale : 1" = 20' '4 . 13\( ~.. \::V ".C' ~: .'~ ~, oS <I .' ' .~.. 13\ '4 \.::V 8.0. .. ~ .. " . 4, .~ " ,4 '1O.~' .: ~~OONCRETt WALK.. ~ '0 ex) LEGEND ... CD - I~ - Ig:, o I"') d It) N MDR ~ . ., <t : ,:5 '< .;: ~. .. UJ 1 It o IP o o b o (/) ONE STORY MASONRY BUILDING r .. : 1.l.J 'G:j ,5' .Z o u (2) I~ ~ I'" '" .' do. to "..4 2. '. . .. @ "It) PROPOSED OFFICE BUILDING ~ ~ ~~ in I ~3 in 19.0. I 19.0' -- f< ' . ~4' ---- .. . ~.. '4. ~.q o z o a. z o ~ ~ l:t: ~ 'i F1R FOUND IRON ROO F1P FOUND IRON PIPE SNMJ SET NAIL It DISK No.L87078 *TOWERatsE o GROUND RING ~ UTILITY POLE .... GUY ANCHOR H IRRIGATION VALVE ..vc AIR CONDITIONER U/E DENOTES UTILITY EQUIPMENT +0 F1RE HYDRANT ASSEMBLY 00.00 SPOT EWlAnoN <> OAK TREE _AS NtJ1ElJ) ~ PINE TREE (SI.lE AS NtJ1ElJ) * PALM TREE (SI.lE AS NtJ1ElJ) ,:. . '~"4 - .. '0 ex) 405 N. MYRTLE AVE: TWO STORY WOOD FRAME en \- I o/~~/ /--~ :TI,~ --\0 \' \,:-.",lll T -- 2 .Op' I '0 ex) (]) 59'- . == r-:;- 5.' - ~ I [SHED I OW wti O:(t Wo >z 00 00 ONE STORY WOOD FRAME // // - -..-'" ~ t ~I EXIST. SIDEWALK TO BE REMOVED BACK '-- TO THE NEAREST JOINT FOR DRIVE CONSTRUCTION CoI}... .... co ;r N ....'0 b " 01 z I I I I <,~ \...' . C,)~ ~i 0. ~ rn ~ 00 ~~ It) ~ ~= ! r:l~e &! ~ Z o~ ~~~ ~ i~ ~~t:. c; ~ ~tt")x Z ~08~~ r:l I Q.; :2 ~ ~ It) :z: gq ffi a:: Ii N t!J I:: lJJ. g ~ Fil~ ~~cb 1lI1~ ~~~ CIJ ~:2 ~ 2S r:::- &i ~I ~ j Z f-4 ~ ~ C,) 00 .....~'f \ \,.tlll,~: :.1111 i;\ ;''C.. n::: w I- Z W o \.:" ~',i-";~~:i?;.'t z <( ...J (L .-J ~O> ...J <( ON 0 a::: L.&.J "lit" rv Z ~.... CO LL. <( ::> ~ I- o Cl.. (/) ~ Z U) .. ~ ~~ 0 (f) ~ w ~~ 0 W 0 (/)~ LL ~ ~~ ...J a.. <( <( o z~~ rv <( oU I- u.... 0:::0 Z 0... mCO 0 N 0::: o I W .-J l- n::: >- 2 '" o ~ ~ <( I a " ~ Z L.&.J ~ ~ o () >- .... o a:: L.&.J a.. <ii L.&.J Z (/) o 5 (7) L.&.J 5 a:: w O::~""I").q-L{)<O DATE 6-4-02 PROJECT NO. 02011 DRAWING NO. C-1 2J.16 II '1~ II II II II II II II " II II II II II LL II II II " II II " " II II 1,56 STORM DRAIN 1.56 23.98 24.49 EXIST. SIDEWALK TO BE REMOVED BACK TO THE NEAREST JOINT FOR DRIVE CONSTRUCTION N 00.00'00" E 7.50'(P)(M) N 90.00'00" E 116.32'(M) ..... - - - -------- -- -- -m' -m- 23.6 2J.S 26.~7 ~ ~~ --...I'V'- 0.50% ~ '.4 ",,4 r ~ ". '4 . 4 . . 'I~ '''. .. #- ~~ ~.' '4' 4' I 4 .... ". 4" 4'. .,. . .~. . '.,a i .e8%~ .~~. .'~ 23,1 ,,- FOOT TYPE C INLET GRATE ELEV.= 22.66 I.E.= 20.29 . 4 .'~ 4' 4. . 4. " 4 ..' ~Q:' "-" "-" 3='3= ~Ib .....0 ~'O .....10 bb 00 z'z I -Id" f. 23.8 ~. '4 24. .5 I~ . '1:: JS2 'llJ I~ ~~ Q' ~ -I i. . ~I< ~. 2~J6 . <t1 4' MITERED END SECTION I.E.=20.00 PROPOSED OFFICE BlJJ","DING 2J.3 F.F. ELEV.= 25.00 .8 ~ 6" CLEANOUT TOP ELEV. = 19.10 INV. ELEV. = 17.75 Cl Z o a.. z o ~ 23.1 ~~ 23.6 25 L.F. 6" P.V.C. 23.5 0 0.00% OUTFALL STRUCTURE GRATE ELEV. = 22.7.5 WEIR ELEV. = 21.80 I NY. ELEV. = 18.75 (6") INV. ELEV. ... 17.50 (15") 23.9 CONNE l PROPOSED 15~ R.C.P. TO E~IS'I'. CATCH BASIN r tNVvE~. ... 17.40 / ,65 2~ ---' 21,64 - -..... "" "" \ 21,41 \\ 1, 21,J6 24.2 24.1 +- 3=1 <01;"" ..... ex) ~ N ......0 gl~ z I I I I <.~ \..... 60.0S'(M) 60.00(P) -- --- ~ 24.6 1.0% --...I'V'- 24.5 24.6' --...I'V'- I~ 1.0% --...I'V'- 24.2 ~~ ~. ~ ~ ~ ~ ~ ~ 25.3 01 1.0% --...rv"- 25.2 I~ t#~ ~. ~ ~I~ 24.21 ONE STORY MASONRY BUILDING I lONE STORY, \WOOD F"RAM FOOT lYPE C INLET GRATE ELEV.... 23.90 I.E.- 20.48 II ~ II ~ ,.,., I~ '" 80 LF 15" RCP o 0.50% .41.&J III 'I ~ o ,0 b o 4,J en I' I I I 25'11 I' I 'I II 25.3 I I 1;4. I I I, II ---------1 I ONE STORY MASONRY BUILDING -------------__J TWO STORY WOOD FRAME SHED OW w~ ~~ >0 OZ 00 o ONE STORY WOOD FRAME ~ SEC. 1 0, TWN. 29 S, RNG. 15 E. . u@:l PINELLAS COU N TY, FLORIDA ~~ 0. ft rn :2: 00 ~~ It') 0 ~ I~ It') Ol I 00 0 I") ~ ~~ ,... ~oo- ~ I~ Ol~ ~~t;, 01") CD X z 10 1.iJ~~ e"o 0- ~ I ~ ~ _0:: 0::~1t') ~~1.iJ 0:: N I.iJ .~ c:d ~ rIi j!:~1 t;5000 00 !~ :t:~1") ~,... 00- .... ,... ~ I~ I") N .... ,... '-' 00 ~ Qj c e:: I~ 0 ~ 0... Z · ~ ..... u 00 ~ ~ Scale . 1" - 20' . - GENERAL NOTES: LEGEND Mr' ERED END S CTION I. .-20.00 <tl "f , f~ I ~{I~~~OL I~ IlFlb, 1':1.' ,I II~I 1~.1 h1 " '23.0 ~1'(.7;1 ':' 53 'I ~.: ',' , A ~I) 1.:1 I ~11'1 f."1 ~III 1::1 ~I LI I~:j I I FIS.. r l~ f~1 I II:, ~ ;1'1 '~ I~' , I., ?:J I I 11 f. j, I 23.0 lJ r...J 'I 22 j:sr. STORM M.H. J,~, f'2. L flCATCH BASIN . TOP ELEV. - 21.80:1: I .. . 'j 1 Em'. - 17._ f; ~ . '. N "'J"'S-- ~ I r . . 51. 1 7~;~f" w _________ 23.4 t . I \.', ~}~L~'7~'~ ........--- - 18.62~ .'..t...".....:...'....'..,........~..., ..~.. ..:~. ". ..' .' --.---;'.'~'.'" EXISTING 24" . "":,,.',-,._~,....:...,.;..;...,........:~~~..iiQiiir~~"':~"""'~'" .... STORMPI~" . ...... ~ ~~.....,.....,' ~.---:... .... . ..,~..... '~"'..;..,_____.' . ~ ~ ~""":"";"" , EJoS::~/::: ~ 2!.41 . "'-~ ~ 89~SS'14~ ~ ." ~ _ _ ',_.,-.- .:- .2Q1O),CMl.. I e,----- [,~---\-.c.-~-Hl!?T"=~~REiT--":m-----__ i>~---==-- ~" I ~7----~---_~~~~~~~=0~WAL~~)_________________ ___ I (I ~~===- ===-::::: ~ :j-=- -=- ~ ~5' ~=B ==T t"~ + : "r.;/ ~5' ~ ~ - - lil ~ I l"111 liT 1 ~ I I ~ I I II r I ~ I I ~ I )~I I~ I I ~ I I ~ I :,IJ / t ~ -j I ~\ )~ l I EXIST. SIDEWALK TO BE REMOVED BACK TO THE NEAREST JOINT FOR DRIVE CONSTRUCTION 1. ALL ELEVATIONS REFER TO N.G.V.D. OF 1929. G.C. TO CALL SURVEYOR FOR ONSITE BENCHMARK. 2. ALL WORK TO BE DONE ACCORDING TO LOCAL REGULA TORY AGENCY STANDARDS AND SPECIFICATIONS. 3. ALL DISTURBED AREAS WITHIN 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 VERIFY ALL LOCATIONS BEFORE BEGINNING WORK. 6. THE CONTRACTOR SHALL PROVIDE ALL BRACING, SHEETING OR SHORING NECESSARY TO CONSTRUCT AND PROTECT ANY EXCA VA TlON AGAINST COLLAPSING. TRENCHES SHALL BE KEPT DRY WHILE PIPE IS LAID. DEWA TERING 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. 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.I. 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. WHICH SHALL BE MAINTAINED AND MODIFIED AS REQUIRED BY CONSTRUCTION PROGRESS. FCM FOUND CONCRCTE MONUMENT f'7R FOUND IRON ROO SIRe SF:r 5/8" CAPPED IRON ROD No. 1.87078 F7P FOUND IRON P1~ (C) CALCULATED MEASUREMENT SNMJ SET' NAIL ct DISK No.LB7078 (0) FURNISHED DaD MEASUREMENT ~~ TOWER BASE (M) f'7ELD MEASUREMENT (P) PLAT MEASUREMENT '0 GROUND RING O.R. OF'FICIAL RECORD C'Q.., UTlUTY POLe PG. PAGE ... GUY ANCHOR P.O.B. POINT OF BEGINNING H IRRIGATION VALVE P.O.C. POINT OF COMMENCEMENT A/C P.O.T. POINT OF TeRMINATION AIR CONDITIONER LFF LOWEST FLOOR ELEVATION U/E DENOTES UTlUTY EQUIPMENT R/W RIGHT OF WAY +0 f'7RE HYDRANT ASSEMBLY OHW OVERHCAO WIRE 00.00 SPOT ELEVATION OHG OVERHCAD GUY WIRE <> NCF NO CORNER FOUND/SET' OAK TREE (SUE' AS NOTllJ) lW WATE'R MCTER ~ PINE TREE (SUE' AS NOlElJ) . DENOTES BUILDING ARCA * PALM TRCE (SUE' AS NOlElJ) 405 N. MYRTLE AVE. SITE DATA ZONING = "c" USE = COMMERCIAL / OFFICE GENERAL SITE AREA = 42,758 SQ. FT. (0.98 AC.) PROJECT AREA = 42,758 SQ. FT. (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/SUBCONTRACfOR. 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 MAYBE 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 0-3034, 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. 13. CONTRACTOR IS TO PROVIDE EROSION CONTROL/SEDIMENTATION BARRIER (HAY BALES OR SILTATION CURTAIN) TO PREVENT SILTATION OF ADJACENT PROPERTY, STREETS, STORM SEWERS AND WA TERWA YS. IN ADDITION CONTRACTOR SHALL PLACE STRAW, MULCH OR OTHER SUITABLE MA TERIAL ON GROUND IN AREAS WHERE CONSTRUCTION RELATED TRAFFIC IS TO ENTER AND EXIT SITE. IF, IN THE OPINION OF THE ENGINEER AND/OR 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. 14. ALL UNUSED DRIVE APRONS TO BE REMOVED PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY. EXISTING BUILDING = 0 S.F. EXISTING ASPH./CONC. = 0 S.F. EXISTING OPEN SPACE = 42,758 S.F. PERVIOUS AREA = 42,758 S.F. OR 100% PROPOSED BUILDING = 7,194 S.F. (GROUND FLOOR) = 13,250 S.F. (GROSS BUILDING) PROPOSED ASPHALT & CURB - 17,832 S.F. PROPOSED CONC. SIDEWALK = 1,892 S.F. PROPOSED OPEN SPACE - 15,840 S.F. IMPERVIOUS AREA = 26,918 S.F. OR 63.0% PERVIOUS AREA = 15,840 S.F. OR 37.0% FLOOR AREA RATIO = 0.17 PARKING TABULATION REQUIRED: 1 SPACE PER 250 S.F. 13,250 (GROSS) S.F. / 250 = 53 SPACES 53 SPACES REQUIRED PROVIDED: 3 SPACES 0 12' x 19' (HANDICAP) 46 SPACES 0 9' x 19' 49 SP ACES PROVIDED cr: <C W --.J J- (L Z w W 0 U <C Z -.J - ~()) <C <( UN 0:: w~ (!:: Z I- I- <D 0 <( -" 0 ::>1"') 0... (J) I"') 0 - <( w~ (f) _ > IJ.. Z (f) ~ -1(k:A <C W offi W U (J)~ ~ (J)~ .. LL <((k: <-? 0 z ~~ Z <( CD-J cr: - 0<"> - 0::0 0 0... m<D <( (!:: W 0 -.J .. J- 0 cr: z >- - > 2 <C (L C\I 0 ~ I <D ..... <{ I 0 " (J) I- Z LLI ::E ::E o <..> >- I- <..> (k: LLI 0... . . (/) W Z (J) o 5 (7) LLI 5 (k: w a::"-Nl")vLO<O DATE 6-4-02 PROJECT NO. 02011 DRAWING NO. C-2 II I INDICATES APPROX. LOCATION OF EXISTING 10" WATER LINE II II II II II II II II II II II II II II II ~ II II II II II II II INDICATES APPROX. LOCATION OF EXISTING SANITARY SEWER LINE STORM DRAIN -{>--- /7--+---1 ::::-.;:::'/ I I I D<ISTlNG SewER MANHOLE l. NORTH RIM ELEVATlON- 21.80 NORTH INV- 14.45 1SM SOUTH INV- 14,45 EAST INV- 14.50 - -....... "" "'\ \\ ) I ONE STORY MASONRY SUILDING EXIST. SIDEWALK TO BE REMOVED BACK TO THE NEAREST JOINT FOR DRIVE CONSTRUCTION N 00.00'00" E 1.S0'(P)(M) S 89.57'19" W N 00.00'00" E 60.0S'(M) 60.00(P) . --, I I I I I I I . I I I I I I 1\','1. I II., L: I > . II', t'., ~ € POWER~ 1l1.c-d; 3:' 3: ""--11:', I ::$' ~ I g 11..:==1 1 ~I~ '>llrk' ~I~ PO~'! , II, I';.rl I IU I::.:r 1 I :~ [ii , I~ I'~F' 'w \;\ tl~ 1 I :s I \t\ \. ~~.l '~ ':'ll- I t (....;' > Lw ~ 1 ",:.J I ~ ~I;I .";: . P:::: ~\ 1'.':1 ~ ~ ~II.I.'~ ~ 2 ~ ~II' ri.,1 ~ !: ~ ~'I,llij:' ~I :r.,lll I 11:1 ~.1 : I ILl n..1 . 111 I.) I IU L..J " I'~ .\ I.. STORM M.H. . t. L ffiTCH BASIN . r1~ ~ : ~~:zg; I.: '; '\ . I \ .' IV 7J. ~ ~ . ',. 57.7SY-5J" U-. _ ~:.4-'STOE:::.GP~', ._t~.(&M~~:ir ;7;:r';~;;'~;f~~;;".;;' . f\~ ---- __ "m In. . .~ ~ 'mS~'14 it 'E" . ..," _ _ ,_,. _ 12P.2.Q1D)M, I I r - - ~--.:a - - - 2- -'~~~~'~ .....4di-:.:..' ,,:,:',;:.;,:,..: - _.:...o.:~ - - - ::..:..::- - - - - - - - -~ - - - - : >. :_ ~ SM -=- - _ _ 1fAf1L.5.T1 II _ _ _ _ _ .rl----=~-=~=J=== -==~:~~~~!~~ t======== --- I I (I = _ - ::::: ::::: ~ -.:=- r - - - -:;'-=>R C ;----~ -6~\ ~ T_ I ,_ -:::::.. - - ~~LED I - - 4.5' CONCRETE -;;;EWAU;- = ~ I . I+-' : /" 4.5'C~ETE-3EW~1iI ~ ~ - I ~ I~ -I~I- - - - 1il - ~ -1- ~ T- : I WA~ETE'R I~l ~ I )~8'l ~mff""'~... I~I I ~ 1 I ~ I I . -j 8 WEST INV- 20.64' ).~. I I ~ I I 8 I I I D<ISTING SEWER MANHOLE [L I ~ "- NORTH RIM ELEVATION- 22.62' .., I W!ST INV- 20.36' - EAST INV- 20.25' 3: N 90"00'00" E 116.32t(M) DUMPSTER PAD PER CllY CODE/SPECIFICATIONS (SEE DETAIL) -- @ .~..~~ · 4 4 ;, . -<I. .4 4~. ~ ~ ~ I ", .a A.q ONE STORY OOD FRAME J <1 . 4 CD . ~. 'd' tJ 4" . ~'. 4.' .. '4 <1 ~ "". '011" f ~ ~ CD CD :<1 "4 4 '. 011, 4 4 .~ '. <1 . '4 <1 . .. .<1. . ~., . . · .~.OONCREtE WALl< . CD ........ I~ ........ I~ o I") o l{) N . . <1 4 <f .. . <1 :x:: .;i '3: 4.<1 :~ 5 .Z o () 0) '4 w 1 . o 19 o o b o U') ONE STORY MASONRY BUILDING 4 CD '4 .. ~ <1 '.. <1 'Le) PROPOSED OFFICE BUILDING o z o a.. z o ~ w G:i ~ I TWO STORY I WOOD FRAM:-J 0) ~ . . I I I "1. o SHED . <f . OW WW eto: w() >z 00 00 ONE ~TORY -l WOOD FRAME ~ I L____J 4' '. id <4' ,,' '.~ . <1 ' .' 5' . (~ON9.RETE '. WALK <1. . PROPOSED 1" WATER METER 50 LF 6" PVC o 1.00% SEC. 1 0, TWN.' 29 S, RNG. 15 E. . u~ PINELLAS COUNTY, FLORIDA ~~ t.). ~fJ)~ 00;l~ It') ~ I~ 0 It') ~ Qj 0) I 00 ~ I! 0 ,.., 0:: '" ~oo- 0)'" ccC'l ::>-.rC 0"" a:I X Z ~- 0 w~1.L ~- ~ I ~ ~ 00:: 02~1t') z~w 0:: C'l W .~ ~~rtj ~~I wOO 00 !l~ :I:Z"" ::>'" 00- .... '" ~ ~~ ,.., N .... '" '-' ~ ~ Qj C 0 .r. ~ I~ 0.. Z f-4 ~ ..... U rJJ ~ !i Scale . 1 " - 20' . - J PROPOSED 6" PVC WATER LINE TO BE CONNECTED TO EXISTING 6" WATER LINE AT EAST R/W LINE OF VINE AVENUE (200 LF:t) EXIST. SIDEWALK TO BE REMOVED BACK TO THE NEAREST JOINT fOR DRIVE CONSTRUCTION '<011--. .- co ~ N '-'0 gl~ z INDICATES APPROX. LOCATION OF EXISTING 8" SANITARY SEWER LINE NOTE: ALL CONNECTIONS AND ADJUSTMENTS TO EXISTING UTILITIES WILL BE COORDINATED WITH THE CllY OF CLEARWATER INDICATES APPROX. LOCATION OF EXISTING 4" DIP WATER LINE I I I I <,~ \...' LEGEND FCM SIRC (C) (D) (M) (P) O,R. PG. P.O.B. P.O.C. P.O.T. LF'E R/W OHW OHG NCF ~ - FOUND CONCRETE MONUMENT SEr 5/8. WPED IRON ROD No. LB707B CALCU1.A7FD MEASUREMENT FURNISHED DEED MEASUREMENT FIELD MEASUREMENT P1.AT MEASUREMENT OFFIcIAL RECORD PAGE POINT OF BEGINNING POINT OF COMMENCEMENT POINT OF TERMINATION LOWESr FLOOR ELEVATION RIGHT OF WAY OVERHE:AD WIRE OVERHE:AD GUY WIRE NO CORNER roUND/SET WA7FR METER f)EN07FS BUILDING AREA Fill FOUND IRON ROD FlP roUND IRON PIPE SNJd) SET NAIL Ie DISK No.LB7078 ~~ TOWER BASE '0 GROUND RING C"'Q..) UTILITY POLE ... GUY ANCHOR H IRfWGATlON VALve A/C A11t CONDITIONER U/E DEN07FS UTILITY EQUIPMENT +0 FIRE HYDRANT ASSEMBLY 00,00 SPOT ELEVATION <> 00<' TREE (S1K AS NOTll)) ~ PINE TREE (S1K AS NOIllJ) * PALM TREE (S1K AS NOIllJ) er:: w I- Z W U --.J ~O) <( ON Z 0::: ~.q- Z ~ (0 <{ <( -I' 0 ::>1"') -.J CL (/) I"') - <( ~2 (L (f) (f) ~ ..Jo:::.. >- I.&. w cd~ W o (/)~ l-- LL ~ (/)~ - <(0::: -.J 0 z ~~ l-- <( co..J er:: - oU ::) 0:::0 D- (I) to W --.J I- er:: >- 2 N 0 ~ I to ..- <( I 0 " 405 N. MYRTLE A vr. if) I- Z I.JJ ~ ~ o e..> >- l- e..> 0::: I.JJ a.. . . ~ ~ o 5 C/) I.JJ > 0::: W a::: ...... C'\II'0~L()<'o DATE 6-4-02 PROJECT NO. 02011 DRAWING NO. C-3 RW LINE ---I 7.50'---1 _15 --___----1 I 24 23 22 21 20 19 18 17 BAFFLE (SEE DETAIL) \ WEIR - -~ I-- F.F. EL.=24.50 BUILDING ~ 25 -------------- 24 PROPOSED TOP OF BANK ELEV.= 23.00 ..- EXISTING GRADE t - -'-- - - \ \ ;--4: 1 \/ SIDESLOPE r S.H.W.T.= EL. 20.00 I I I I j POND SECTION NOT TO SCALE - f-0.47' / -;;r . GRATE ELEV. 22.80 1.00' - WEIR ELEV. - 20.52 t 36" ~s" u.; 8 I \ INV. f-6F:J I 6" - 18.75 t BOTTOM OF BASIN ELEV. 17.50 -------- -- 8" I A-A I / r5.o :CO:I: l:l:I: l:l~~ ~ 24" ~ ~ ~ ~ ~ ~ ~ ~ CS" U.D ~ 15" RCP ~ U t/ ~ ~ /11~~50 I SIDE VIEW CONTROL STRUCTURE N.T.S. NOTE: BAFFLE ON ALL SIDES FRONT VIEW CONTROL STRUCTURE N.T.S. 14'-8" : CXl I '0 ..... 6" DIA. STEEL BOLLARDS CONC. FILLED (TYP.) r----4--------------h I. I · I 1 I.T I . I. I II- r-- """'!r"---------V--., -I I 1 1 1 I '- I CD : I - I I. 1 ~ 5~ I. I I~.l- cj A-I I Y ~ ~ffi 'V __ 1 I - I <..> ~Q.. I 1 1- I ~ 1 ,-I I. I 12' CEARANCE MIN. I · 1 1- I 1,.....1 I I 1 I I - I I f- I I 1....1 . 1 .~ @@ '-'-I : ~~ II I 1 I~ I I : L__ __ ,___ ~____~ : I . @SWING GATE- DROP PIN HOLE)~ (TYP.) (TYP.) ~ : CXl 'V :i ~ -.q. PLAN ANGLE IRON SUPPORT FRONT ONLY NON TRAFFIC GRATE 8" MASONRY OR APPROVED R.C. PREFAB 1'-6" :CNO SOD, 2' -0" FILTER MEDIA l' -0" POST OPTIONS: 2"x4" OR 2.5"DIAM. WOOD; 1.33LBS./FT. MIN. STEEL FILTER FABRIC IN CONFORMANCE WITH SEC. 985 F.D.O.T. SPECS. OR EQUAL EXIST. GROUND IBr J 6 4'i /~'II:~ ;+(v: . . GROUT TOP OF HOLE 6' LONG PRECAST CONCRETE WHEEL STOP W /HOLE TO ACCEPT #6 , FOR A SNUG FIT 8" FROM EACH END /- 2-#6 , DRIVEN THROUGH WHEEL STOP TO COMPACT~D SUBBASE ..,.-- PAVING I. .... 6' MAX. ..I .... II 5 OR II 57 COARSE AGGREGATE (NOT FILTER MEDIA) TREATMENT I 1/2" ELEV. = 21.80 I BOTTOM ELEV. = 21 .00 _ f _S.H.W.T.- EL20.00 _ 1 ~, 3' to MIN. 1.8" './ ,tlllllJIIIIIII=1111 12"Lyvv y YXyy ~ :7'i: ...... 000000 'QVOOOOO gg~go~~o~oogo ooooogooooggggo .. 0000 oo()o . ~gll:,~:o f'O"(i'lr~ooo 00 ::.,. OOo"'(;oooogoo o.r,.' ",^v"ooo 00""" I o I OI~Ot>OOOOoClOCl 00,,0 00'000 ggo o:g 00 ,;-': :~ 0:0 )o~. ::I:gogoolfo - ..... - - ---- 2' V, 1111=111/- U I1II II1I 20' ~ OPTIONAL -::;~f/' POST <( POSITION ~ Q:: ....... ~ SILT j . FLOW ,. III 1=11 I 7)'f!J1 I 1=11 I E311 1=111 b 6" INV. ~ 18.75 BASE 30 MIL. P.V.C. UNER I (WRAP ENTIRE SYSTEM EXCEPT J ROCK AT POND BOTIOM) I PRINCIPLE POST POSITION, CANTED 200 TOWARD FLOW 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) COMPACTED SUBBASE 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) LOCATE WHEEL STOP 2-1/2' FROM EDGE OF PAVEMENT TO CENTER OF WHEEL STOP SILT BARRIER DETAIL WHEEL STOP DETAIL UNDERDRAIN DETAIL NOT TO SCALE N.T.S. NOT TO SCALE ~ I rt"R:J=CI:,. F~~J ' I 11// I t: Lt: ~~ I 6" ~ '~ / 6" T I L I I I.' 1.1 I rnt= =[[=IPl' '.,1 11.1 I I I I I I I 'I I , II I ,.1 I I 11.1 TOP OF GRATE FINISH GRADE FLUSH TO TOP OF CURB 1" RADIUS MEDIUM BROOM FINISH CONC. PAVING l 24' DRIVE 19' PARKING ~ ~ r: . HIT 6" . --- . .1111 ALUM. GREASE BAFFLE, 1/4" THICK ATTACH W/ANGLE IRON. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR APPROVAL 1 1'/2" TYPE S-3 ASPHALTIC CONCRETE SURFACE COURSE ~'\~ ~\~ "~:,,:::,,,~:~~"'~~::~'~;,~~:;~': . ~'~ ..............:.'...7:..,:...,'.;:..:....\: ~'I:'.~L:::,\:;-.'.~,. . . '::.....,:.-..1'?;i.~~,:.'.~r<.':.\. ," . , ,'.,', '.' ,~:"",\".,q ... , .'.~. '>, ,.,: :,. \~, .... .:, 6" L1MEROCK BASE ' '. .';. ..:\ (.,:: ....~~~:\:::~~~..::t,:j>:~~.:... ::~'.::::l':, ,... ' ~ 12" STABILIZED SUBGRADE MIN. 40 LBR MIN. 95" COMPACTION 6" \ BASE ~ ~IIIIIIII ~ "1111 H II .' A _ III~II . . 12" COMPACTED SUBBASE SIDE VIEW FRONT VIEW G R EAS E BAFFLE N.T.S. CONSTRUCT IN 10' LENGTHS TIE-IN LENGTHS 8' MIN.-10' MAX. TYPICAL PAVEMENT SECTION VERTICAL CONC. CURB N.T.S. N.T.S. OUTFALL STRUCTURE DETAIL NOT TO SCALE -co GRADE 14" ....-TIE BEAM WITH 2-#5 REBAR CONTINUOUS rSWING GATE (TYP. ) "' ~ I ~'-1-#5 C =; 4' CENTER + 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 IYPE 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" PYC SLEEVE, 6" LONG OR EQUUAL. 7. SOIL SOIL BEARING CAPACITY TO BE AT LEAST 2,500 P.S.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. 7. MINIMUM 3"x3" CLEAN-OUT HOLES (SAW-CUT) ARE REQUIRED AT THE BOTIOM 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. CONCRETE MASONRY WALL CONSTRUCTION MATERIALS CONSTRUCTION, AND QUALlIY 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. I J 12' CLEARANCE MIN. o 0 L.. GRADE 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 BOTIOM. 2. IF A SLAB DOWEL DOES NOT LINE UP WITH A VERTICAL CORE, IT SHALL NOT BE SLOPED MORE TIHAN ONE HORIZONTAL IN SIX VERTICALS (1 :6). 3. HORIZONTAL WALL REINFORCEMENT SHALL BE STANDARD TRUSS TYPE DUR-O-WALL (OR EQUIVALENT) AT 16' O.C. 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.I. 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. t ! I Lr?01_L...8" .....6.. 8"X16" CONC. FOOTING W/2-#5 REBAR (TYP) J L 3000 P .5.1. CONC';;; SlAB -MONOLITHIC, MIN. 6" THICKNESS 6"X6"/10X10 W.W.F. ELEVATION DUMPSTER ENCLOSURE DETAIL NOT TO SCALE . t)~ 2S~ 4ft rn ~ oo;ii Q:4 ~ =- ~ !~ Z~ ~ ~~- r:.::l I ~ ~ ZliQl.&J c:d~~ 00 ~~ ~ I~ ga ~ ~ ~It)~ z f-4 ~ too-4 t) 00 Lt'l o Lt'l 0) I IX) o ~ ~IX)- ~O)~ ::>~C 0,., en X o 1.&JC!iL4. 8- _0:: o::gLt'l o::l.L.N I.&J .~ ~~I WI.&JIX) ::I:Z'" ::>" 00- .... " ,., N .... " '-' Q) I:: o .J:. a. , \ \ ",,:l:J.!!./ J 'I . .' " \','."'. ',."...',....' ~:"'.. "'Ill I""', /,!,u:II)'}':c,.,l,>L '(\,'1;.;. \' " ~Nl?d" :.. .\~)""'{~'.'~!I ..." ... ~..?~t"l.. f ,$"" '~i~X." ..,..,1:--. ]~ .~ I .'., 4,.;. 'I~'~ . ~ -:. L: ' ';;: ~ v ,:e).;,i.~;. M,'" _: :;, .E .~ 't; ~b-.., - -: ~,(: \ '~i .... %\'~:'" I . ff %,~t.~.. i~' 1'1'/." ..tV ~,,'. ;i" "'!'I . ~, '.~, ~,' i ~...;" "';;"'0' ',. :!I" 0:: ~ W r- z w u f- --.J ~O> w <( ON W c:r: ~ ~ I Z ~ co <( - I"- if) 0 ::::>1"') 0.. (/) I"') - . -.J (f) <( ~ii - " ..J - <( (f) ~ W 0::: l:i o o~ f- W (J)< W ~ (J) 3: LL <0::: 0 Cl..< 0 Z rw <( CO...J -.J cr:: - 00 c:r:o > (L mCO - 0 W --.J r- cr:: >- 2 N 0 ~ I co ..- <( I Cl I"- ~ z W :E :E o o r I- o e::: w a.. o .. w en (J) Z 5 o w en e::: > w a:::~"'I"").q-L()<O DATE 6-4-02 PROJECT NO. 02011 DRAWING NO. C-4 ..A. /H/C SIGN 12" 1.5"R * FTO-25(F.D.O.T.) I . co , CIO ... 1/2" PARKING BY DISABLED PERMIT ONLY $255.00 FINE ] F.S. 318.14 12 0 FTO 55 F.D.O.T. " . U~ ~~ UJ~ ~~ gll O~ i~o I~~ LiJ 5" THICK CONCRETE <1000 P.s.t. MINIMUM STRENGTH LOW Sl./MP (MAX. :J" - -I") NON-REINFORCED TRENCH DRAIN 41\ 00 ~ ~ ~ Z ...... ~ Z ~ ~I!Q ~ Fi3 5j 00 !~ E-tl~ 00 ~ E=IP~ Z · ~ ...... U 00 I~ I 10 3/4" 10" ANGLE FRAME SYSTEM WITH ANCHORS . ",.'.. ,,' .. , " .... , .stQOE VAHles C25..t' 1.1'''111.1111.11 ..." I......., '" <II . .,' ..'~ .,... . ",'fY'",,,,,,,/ \.:;;;..;.S;.\....i ~.:<:'~;::~':;,+~" ~;.:~!~;:~~;t:~~;~~.)~~~?;~:~~::~i~~~~:t:~l.~;S~~~;~:~ei:;;~ }:>~.~:~,i:~~~:~~~::~}::.;: CONCRETE SLAB GRATE 4" '4 '. <I., RAMP 12: 1 RAMP 12: 1 4' : ,~4. '. . 12" STABILIZED Sl./88ASE' (1.8R -10) Q!l\I!RAL ct:JNCRDE PA IfjW; NOTE$: 1. ALl. J01N1S AND curIE EDtiIC (F PA/8II!NT ItA/JI TD HAlE IIS.J. 1'r)()1EIt (ADD 2- 1Hfa( ~ IJE(jfN I n: FRfJM EDtiIC FrJIt MNIIUM 1." n: IIIDTN 1'r)()1EIt 1I017rJfI I. TD SJM1NA TE SIfAU. NAIIROW ItIE1XJC SHAI'EIJ MlrAS THAT AlA Y MAar lAP, AN EXTRA .J fl/:/);/=cl: ~.PE- _'~flr.aiiA~fl,)- _";.$1lITD .r /PTN ~ NO J01N1S SHALl. lIE LOC'A TED N VAUEY (F J..iaTED CItOt/N. .l J01N1S SHALl. N1IRSIBT ItI1H EDtiIC (F PA/8II!NT AT ~7I1Y IIf)' 6. J01N1S SHALl. ~T ItI1H OTHER J01N1S AT ~7I1Y 1If)' ? NO J01N1S SHALl. STrJP AT AN N1ERSEC11ON .TN ANOTHER J01NT. 6. V$E aRN(J txJMII1tJtIVD AF1Df SE1II'. fJNI.DS 01HElfttlSC ~IG IIY ~ aRN(J txJMII1tJtIVD SHALl. CONFfJIfM TD THE 1fEWfRlMEN1S (F AASHTD ~11ON M 1~ 1Y1'C D-1. a J01N1S SHALl. lIE FUlD ",TN ~IG oIfJINT SEALN(; AlA 7SIl'AL /IIEFDIIE THE PAWMENT /$ 0I'ENEf) TD nr~ I'RKJIt TD $EAU((I EACH J01NT SHALl. lIE THROIJ(;HLya.EANED (F ALl. Fr:IIfJ(;N AlAmffAL (lNa.lItJfN(J ANY ~ CUIf/N(1 txJMII1tJtIVD) 14 ~IG J01NT ~ A. ~ J01NT I'I.I.ER. fJNI.DS OTHERttISF ~IG III' THE ~ ~ J01NT RUSt SHALl. MEET THE REtJlJlRlMEN1S (F MSHTD M IIJ.1. II. J01NT SEAUIt FrJIt PA/8II!NT SHALl. ct:JNFr/RII TD THE 1fEQUlREMEN1S (F AASHTD DESIf1NA11(M D ". Dtr:lPT THAT ItHEN THE'SEAUIt IML lIE IN CONTACT ",TN AS1'HALlTC MA7SIl'AL IT SHALl. MEET THE REtJlJlRlMEN1S (F AS1M D .HOIJ. 6" BLUE Z :5 0- 6" BLUE I=! 6" WHITE 17i 6 u~~m ~ s' c: 5' 12' ~n~ <I <I 4 '. 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 FlANGiD ~L AND SET IN CONCRETE 12" )( 12 )( 36 DEEP. TOP OF SIGN TO BE SET AT 7' HIGH, STAIJItOJlD ~ 1. THE $TAI1IlJZJN(J $HAl./. lIE FDfJT 1Y1'C II. I. IT SHALl. lIE THE fXJN1IPAC~ /fE$1IONS8JTY THAT THE FIN1$HlD RONJIIED SEC110N MEETS THE IJENfIN(J VALlA!" ~ ~ (F THE QJlANl1TY (F STAII&IZJN(J AlA1!lI'ALS ~y TD lIE MWD. .J AF1Df THE IIJ(JN(; QII!lII411QYS HA IE IIEIN f:()I(IlU1l1J AND f!IEQIM&IEN1S FrJIt IIEARIi(J I6lUA!: INFrJIIlITY, AND PARTTaE S1lE HA IE IIEIN $411S111!Zl THE STAIIUZED AM'A $HAl./. lIE CQljpACTED TD ". MOfJI1IIS) P1t(J(;1f:JIt PER AASHTD T-IIIO. HANDICAP PARKING PAVEMENT MARKING TRENCH DRAIN TYPICAL CONCRETE PAVING SECTION NOT TO SCALE NOT TO SCALE NOT TO SCALE Ct: W ~ Z W U ~ <( Z 0 - (f) ~ (f) W LL 0 Ct: CL W ~ ~ Ct: >- 2 ~Ol UN n:: l.LI.q. l- ~CO <( -I' ::)1'1') 0.. C/) t') <( ~~ -.Jo:::~ W Cl 0::: U C/) ~ _y (f) ~ ~ <( 0::: Z ~~ <( lD.....J aU n::a (DCO ~ <( o I/) o I/) 0) I o ~ 0:: " ~~ co - 0)" coN ::::l...rC 0'" CD X ~cs~ 0- _0:: 0::91/) o::l.L.N LiJ _~ ~~I LULiJCO :J:z'" ::::l" 00- ... " ", N ... " '-' CD c:: o J:: 0. I- W W I (f) ...J <( I- W o >- I- - ...J I- ::) o z <( ...J > o . . (f) z o V5 > w a::::~C'\Il"'jvL()c.o DATE 6-4-02 PROJECT NO. 02011 DRAWING NO. C-5 ~ <: LU ~ ~ ~ . Z TREE COUNT #3 TREES EXISTING #3. TREES TO REMAIN . #4 TREES EXISTING #4 TREES TO REMAIN . #5 TREES EXISTING #5 TREES TO REMAIN 37 7 11 6 1 1 N 90000'0061 E 116.32'(M) 6'CLF X__X X N 00000'00" E 7.5O'(~(M~ ~ X X - '. ,K. ' gz a ~ ~ 8 C\I \\: ........ ~ .~. -- ~f ~ .~. ~ '~\r.):. ~ ,}t. 3: "~" ~ ':,8; ~ .~. -- :j. 8 z :, '. . " , ' .: " .... " '" .... I ':.,':i ..... ;~: i.:.<:' ~:s:' ~: ~, .~.. ,w' .~.~ ,~:. :\1:\ .~.: :?, .', , .~ ,', ~ . .' , . .. .: .. \'. 12" 10" 3. I 24" r.,! , 8" 10" a a 10" 6" tIM' 11"~17' 7' 7' 4\ 12* 10" 40" @ ~O" 29" 6" 9/1 . 27" 9"~ 1"a 27' a ~ o z ~ z o 1=' z t:! ~ 14" a PROPOSED OFFICE BUILDING (GIENERAL OFFICE USAGE) 41" a 7' 20" 10-01 .31'~ 20/1 a / -.-I / 16" G _14" 10"~ 19,,9 ~ 20" a ~ X X bEGEN D --- -- ------ -- ---- INDICA TESfROPOSED 6' VINYL FENCE COLOR COORDINATED WITH BUILDING _ INDICATES INTERIOR LANDSCAPE AREAS PAVING & CURBS 19,152 eq.ft. INTERIOR LANDSCAPE A.REA REQUIRED 19.152 eq.ft, x 107.. 1.915 eq.ft. INTERIOR LANDSCAPE A.REA PROVIDED 2,333 Eiq.ft. ~ ~ lU ~ ~ ~ z .. I ..... . ~ " ..--- Ill: .. ~ a -, :g -- ~ .. .:~:: ~ .. "t ~ :.~" I~ ; '.95:. :;z " N 8 -t1 .. '. ,,' : C\J :.,~" 3: '. ~ ,0' ~ ',~~ - ~ . . 1-- :*'1 0 .. a '.' , a "., ,:.:., Z "1 ; .. .. .. .. .. .' '. '. .. '. ;~: "'-l' ::.<: '~" " ~.~ ~' '. :~. ~.; , .B', '. '~, '. 'm.: :t1,' .. , .' .. '. 339.78 6q ft -- CONCRETE - 366.34 e;q ft . .. 138.09 6q ft I I ~ 8/1 I ,,08/1 : 19~ 18" 11;:r I 5" : ~8" I ~16/1 I I I '. ~ ::,:,;. >< ':~::~' .'....,.. ;~. .'~,':-::.:':.:;, ~ ,,\,':':'::\\>':':::':\:::::\~:-:":':\:';~''':::':.::;..:;:" : . . ',. " " ~ . " 308.06 6q ft 11" 4- 9" 09" . 8" 8" .7' .', .... ,,' . ..' ~ " 4'CLf X -X---X 18" I ,~, 8"H 8"a ~ X 4"CLF W,3" H 9" 8". Ba 9" 3 a 17' 4'CLF X X UJ b P a a 2' 5' 91' 6" 4'CLF X X 5" a x o :z: o IL :z: o 1= :z: ~ ~ ~ 9"9" -- 22" 8"a a 26" II 11"1 11" 17' 145.30 6q ft PROPOSED OFFICE BUILDING (GENERAL OFFICE USAtGE) ~ .~ 144.34 aq ft 23" 3" '. ..... ~ ", " .~' . '(V)(fV1j '.: ....,.. '.:. , '(V)(fV1j . : \'\,:': ':.....~ "': ~.>. t ------- ~.~ "~"..'''::'' ~'.".' ............1.. .t......:..:......:..: .......:".,...::....:.~.................:::......::~........:' .,:.....:',...... :........'.~I ..'.... ":'....... HART STREET HART STREET 2' CONCRETE CURB 2' CONCRETE CURB 4.5' CONCRETE SIDEWALK 4,5' CONCRETE SIDEWALK ~. ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ I,j I,j I,j I,j I,j ~ :;z I,j :;z 8 I,j \...5 8 <J 8 I,j I,j 0 8 8 :;z :;z :;z e 8 ~ 1.,). 8 8 8 8 ;r in in ~ ~ in tci tci tci TREE REMOV ALPLAN SCALE 1"=20'-0" INTERIOR LAN.DSCAPE PLAN SCALE 1"=20'-0" 1! ~ '" 1 (J) B Ci'l ti) Z 0 ~ :>- IJj o,c \- Z ill I :E ~ 0 ~ IJj :>- ill Do ~ \.... " d 81 z !I - ,~ Z. ,,! ~~~i W. UJ ~ ~Iii J ~~ ~a Ii 4', !I ~ f a: ~ <I m QL W \- Z W \..) W ---' .~ ---'<( ~Q.! \- Z ~~ )-OLO ~e{ - ~~ L (jJ :i~ (jJ \.0< w ~d LL o CL lL DRAWN BY T.J.Z.. CI ECKEID BY B.P.U. DATIl 06-19-2002 .~No. L-1 OF 3 -x x x C C ~ '< lJJ ~ ~ ~ z 4'CLF )(, x x 4'CLF TWO STORY WOOD FRAME ONE STORY WOOD FRAME HART STREET 2' CONCRETE CURB 4.5' CONCRETE SIDEWALK ~ ~ ~ ~ ~ ~ ii2 ii2 ~ <J ~ <J ~ 1...' <J <J <J :t -d :;z 8 8 8 :t :;z 8 8 8 't- in in t<') t<') SITE - LANDSCAPE ,PLAN SCALE 1"=20'-0" x v " 10 ft, 2V2" CALIPER 10 ft, 2W' CALIPER 6ft. :3 GAL. 18" HT. 1 GAL. 18" HT. 3 GAL. 3 GAL, 12"-24" HT. 1 GAL. 3 GAL. 8'HT. 1 GAL. 1 GAL. 3 GAL. 1-3 GAL. 18"-24" HT. 1 GAL. 1 GAL. 811 HT. 7 GAL. 36" HT. REMARKS EXISTING PERIMETER TREES TO REMAIN ARE FIGURED ASP ART OF THIS REQUIREMENT. 35 ft. O.C. MAX. 35 ft. O.C. MAX. 48"0.C. 36I10.C. 36I10.C. 48"0.C. 48"O.C. 30"O.C. 24"O.C. '~ (\t ~ Q 1 0) 8 ~ ~ z 0 m >- Ll.J OL \- Z ill I ~ ~ 0 -l ill :>- Ll.J D \.. ~ SYMBOL COMMON NAME LANDSCAPE INDEX SCIENTIFIC NAME MINIMUM SIZE 0.. (EXISTING TREES - SEE TREE REMOVAL PLAN FOR CATEGORY ASSIGNED) LANDSCAPE NOTES 1- ALL PLANT MATERIAL IS TO BE FLORIDA GRADE #1 OR BETTER., ACCORDING TO FLORIDA GRADES AND STANDARDS, LATEST EDITION. 2- ALL LANDSCAPE MATERIAL TO BE SELECTED FROM CI1Y OF CLEARWATER APPROVED SPECIES LIST. 3- ALL PLANTING BEDS AND TREE PITS ARE TO BE MULCHED WITH 3 INCHES OF PINE NEEDLE OR CYPRESS MULCH. 4- ALL NEW TREES ARE TO BE STAKED AND/OR GUYED PER REQUIRED STANDARDS. 5- REQUIRED TREES TO BE MINIMUM 10' IN HEIGHT, 2W'IN CALIPER. 6- REQUIRED HEDGES ADJACENT TO PUBLIC RIGHTS OF WAY TO BE MAINTAINED AT MIN. 24" IN HEIGHT. 7- PERIMETER NORTH AND EAST HEDGES TO BE MAINTAINED AT MIN. 6 ft. IN HEIGHT. 8- ROOT PRUNING, IF REQUIRED, TO BE PERFORMED BY CERTIFIED ARBORIST. 9- LIMB PRUNING TO BE IN ACCORDNCE WITH APPROVED STANDARDS. 10- BARRICADE TREES TO REMAIN IN ACCORDANCE WITH DETAILS SHOWN. 11- SOILS WITHIN PLANTER BEDS MUST BE SUIT ABLE FOR PROPOSED PLANTED MATERIAL WITH REGARDS TO PH, SOIL TEXTURE, SOIL STRUCTURE AND SEASONAL HIGH WATER TABLE. 12- TREE STAKES AND SUPPORT WIRES TO BE REMOVED AFTER 1 COMPLETE GROWING SEASON. 13- FLEXIBLE ATIACHMENTS TO BE USED WHERE SUPPORT WIRES WRAP AROUND TRUNKS/STEMS. 14- TRUNK WRAPPING AND THE APPLICATION OF PAINTS/TAR ONTO PRUNED TREE BRANCHES /S NOT PERMITIED. ONE STORY MASONRY BUILDING A B C D E F G H J K L M N P Q R S T LIVE OAK QUERCUS VIRGINIANA SOUTHERN MAGNOLIA MAGNOLIA GRANDI FLORA OLEADER NERIUM OLEANDER VARIEGATED PITIOSPORUM PITIOSPORUM TOBIRA INDIA HAWTHORN RAPHILlOLEPIS INDICA HIBISCUS HIBISCUS ROSA-SINENSIS SPLIT LEAF PHILODENDRON PHILODENDRON SELLOUM GOLD MOUND LANTANA LANTANA CAMARA AZALEA RHODODENDRON SPP. CREPE MYRTLE LAGERSTOEMIA INDICA GIANT LlRIOPE L1RIOPE MUSCARI DAY LILLY HEMEROCALLlS SPP. PLUMBAGO DRY POND BANK APPROVED SPECIES HOLLY FERN CYRTOMIUM FALCATUM MINIMA JASMINE JASMINE PENT AS RED PENT AS SAGO PALM CYCAS REVOLUT A >< g= I C ,----- X 6~ iO;(.. "- ~ ,~:::;;~,~ -~~~~5:: ~~ ~;~~ ::~~\~l~ ~a ~ 'r<~~ ~~. [-@ 0 ~ :3 ~I E@GH@ol :, ~~" ~ '0'" ~ r.<"/~~ ~. 2q 5IpHr.=j-L - '- - - "- - - ~ \!;J ( < TRfANfL! E ~ PROVIDE AERATION SYSTEM /1+ I 1"" I I ~ I I --- CONCRETE -- I WANE 3,000 TREE FEEDER SYSTEM ~ J~ ONE STORY OR EQUAL, PER MANUFACTURER 1'--" l'... WOOD FRAME l2 ~ )D I ./" ---- I SPECIFICATIONS 1'\ :".::: ;~:~~~ J E ~ ~ I I i.':7 /\i: 20' '" ~ ;: : ~ 0--_ r?1 0(J0 -~ ~ Gf II' '~6-'~ ~I ~=-"",~~~~)G~SOD--RI\II~~:~~/~~I(,-/~ 1~t~} .:. RI}":,:. (I( ~ :.-::... '( .,:;..: &~~ if . '- '. . " ~ ["\ ': U ~ .: '.w ~ :~:~ I~.,\.~ (1 ~ MAJ ~ ~ ~(:-\::'~:\..'.:~~ ) )1 :;.'.::::;.:.<--.271_ a ~ 'I; ci ), ( I I ~~c ';;,; "'";;: M J :X) ~ (if \ B :. ',:~, J t Itl ~ Ii ;:':.':..:. L J, '~7\~ ,:' : if '" ~ I >f---;/ I ".~' ,-0 ( ,) ::,;:- ~ ..:~* t-~ I ') :.. ~'-.: ) ::':,~ ~:~ J( I ( 6:.>':'., K :,;.\~:,: - : ( ( ~ ;......, I) c ! PROPOSED OFFICE BUILDING ~-S~\":: ~ 0' ~~E~ ~ .~ r- \.SJ I r m (GENERAL OFFICE USAGE) - ~~ '" \.'" '() ,~c ... . 0 B .' ,f='. . ~ / ' .1\ $:I , D ,w.. ..-: I c- ./ .' .... 1\ ra. !J !JI ~It ~ E;!)~,:~l,:;~, 24D' T 190' :It ~ ::,-. :tS,~ II I~ V /' ",,.l :8-\V I) fSHED ..:' B ~~\. ~ ~. / ;':.l)J 11 (i=~ D~ D ~~ ~~ ",-" '12.,)r) .1 u8 ,.:.' :'.:< ))-c. \.I~W _____.( F) _ Ch (R/ 'I ~\ ~ .- L.-... A (C-..... ------- ~. ":./: ~::. "~ J~' ______ ~SOD-..\.:Y )l7 R f~-. G---- ~ f ~~~:~:~,,~( ~ ~IJ7j~ f~~~ lSOD7'1 _~: H:~ f~~ i- ,.,~ --" - , . ..,'.. y...~..:,:~\tJ!l:: :;...:.""',..... " ,'. . .., " .~~.'" . ...'. '., . ': .1..... ..'.:..::",.. "..'.,.. '. :'.'~. ., \ - '\('..\". '.' '. .. :.-, <~.1 ~ --- l.' r ' J' ".... ". ..,..,-.'..<,',:,;-:..'...~:... '/!:Xltj,r,:$., CONc.~ '1I::;:.SJPI;YfA/:;J\.." ".':'.: ...1 .......' ':'.:.: :,,'::.... :'..:: '...'. ..-; ..:. 20' SIGHT .. u>':',:'.:., .:..'. :., .: ....,,:... .,-... ' . '. .....:....' . '.,..:.;:....','. , ..',,:::;....... .:;......::......,..',.,... :..'".:..:........::.....:.,',...' :.:', , .....,.:.... , ' . ..'..,:':.......,....:::"';-:,~,SOD ~. (H) (A)' IrJ) . ""--~()D TRIAN'GLE - - , ""--SOD ',.'.... "..-.f .:, ...'...-:7...,...' ::~ ,'.. '.!. .. .... '...:.,.. .'.<--';" '.' .. .,.,::: .,.'. . " ....' .:. ...... ,'- .,.,A'...::: .."..::; -..."..':: ...... ::; ",' ..',' .....:.,.. ',.'. .'""'-'.. ,'. ,., x ONE STORY MASONRY BUILDING " ~ TREE PLANTING DETAIL GRADE A'tWHIQI SHRUB GREW PREVlOUSlY.(MlN. I" ABO\t: AN. GRADE) 3" MIN, MULCH LAYER IolIN. OEPll-! OF" 12" PREPARED PlANnNG SOIL F"OR GROUNOCOI.t:R BED 24"O.C. 24I10.C, 36I10.C. 36"O.C. 24lfO.C. 18I10.C. 1211 O.C. r "" d U 2 ~IJ i !i 21- ~i c( u~ ~ -=:WID CD ~ t:ft~E 5 ~I~g Ii ~ ~! ~ If I il NOTE: 'THE GRADING CONTRACTOR SHALL MAKE EVERY EFFORT TO PROTECT THE TREES THAT ARE TO REMAIN ON 'THE PROJECT AND SHALL NOT OPERATE HEAVY EQUIP- MENT v-1TH IN 1 1/2 OIAMETERS OF THE DRIP LINE OF THE TREES. THE PROJECT MANAGER SHALL ~~:rAKE' OFF THE TREES TO REMAIN AND NO HEAVY EQUIPMENT SHALL OPERATE v-1'TH IN THESE L1MIlS. OL W \- Z LLl <...) < .n W--1 ill_ >-CIl: <0 --1< UJ-l -lLl.. \-z \- " ~~ OLa >-ill ~\- >-- :i~ 2<SJ lO~ 0< <SJ .q-~ <....) UJ lL a OL lL \.. .oJ . , f . ,. ~ I' , . . .... J.. ". f I' , . . I' ",...1... .... . ". ". . . t ". ~ '.. "... \, :' .. " ... ' . ''''. . "A' " .1 '-t".' .. '. . '" f .'. ," , 't" ", : I . : ,.. I ,~ ':'" I: .',): .... , ..... "'~" ". .' , 'l.'" ", ", ", ~ "'" ,'. '. ". . 'g..... . .... &. J:,' .. ,'. ".. . .", ,.... f '. " ,'.., ., .' ..",.. '. . .. , " . .. ',' , ",:.... 'f . '. " . . . DRIP UHf DRIP UNE PINE AND E\POREOI 1RttS H.6RDWOOO TAEES BARRICADES 2/3 DflIP UHf FOR H.6RDWOOOS NlO f\JU. DRIP UHE f'OR PINES .JOII No_ 200233 TREE BARRICADE DRAWN EIV T,J.Z. CHECKEiQ BV B.P,U. DATE 06-19-2002 8H~ No" L-2 OF 3 ~~'-~ SITE LIGHTING LEGEND + f'OLE MOUNTED LIGHT . GROUND MOUNTED ACCENT LIGHT r2.I GROUND MOUNTED UPLlGHTSPOT I " .. '. '. I " I " '. I '. I .. I : '. I I I I I I T -+1 -+ -+ ~OIQJ . .~ :. \ ~.~'::\:\.:"';~':.:.' :'::--;":.~\'<:.; \\: :-::':::'>::',:.::-.':,::':,>:>:: :.::-::':,./: \:~<::,:~.<\ :...:,:':.:\; : :':.,::,::< '.'>,::::. '.,':.:': I ': " .': \ \>.~ . . ~ .... " ". .. ...... ". ,.,. \.. ~-4s- .,',,' . ", ~ .. . .::',,~.:,';.:::;:~::::~ ,:.:;: " . ~ "..=,:: ~ :,: tIl. ::::! ", I...) " {::! '.. l.U :. ~\ ;z " B :' <-.... ":. : " , .', ,.~, .::<(.. '~,'" .~ '.Wl:. ..~. "Uj' ~ :..~" .0' ',<::;; ~. :,~: .~~' :. " ~ ',' ~'. :'" :. '. .. ", . . '. 'I ...... t.: " ;.... ,'.. , .,: ': ':"':.:\::.:~\::, :,:':.:~.~. ~.:.\~'::'.:.~',:.~:,:~\::, .. ~ <( .. LL\ ~ " ~ '. ~ : " .. .. Z " .. '. .. .. " .. ,', ' ..... .. :......:. a z ~ z. o 1= z ~ I\! Z I F :~r :~:.. ~':. :\t)': ,~'. .~:. ~. ,8. :~'" 'lB.: ;~:' ~ " PROPOSED OFFICE BUILDING (GENERAL OFFICE USAGE) ....:., , ", ,~ D r .....' . .' . " ~ . ,'. :'...-::. I +-4s- 'f~~ :: :: ....... , ---- . . .... ........ '., . .... .........;'.,..'.:. ..'\.....}:.,.:\'..\.. . \' '. .....~il{~~:p~~~.....\'...',.\. . . ........:.t ........ ...... " . I'.', :", ........l.... .' , '. '. " . ',,' _ .... t '. .......:: ..... ..' ~.. , . . ,'. . '," . " . ,...." .. ,". " :: .. ". ::.... " ...,:. ". .'. HART STREET -+ ~ l -t-- 2' CONCRETE CURB ~ ~ l...5 ~ <.J ~ l...5 ;z B ~ ~ ~ B to tc5 EXTERIOR LIGHTING PLAN SCALE 111=20'-011 4,5' CONCRETE SIDEWALK ~ ~ ~ C\1 o ill: ro a d:, z o <S) :> IJJ ~ \- Z IJJ 2: ~ o -1 IJJ :>- IJJ D u ~~ 2 1". 2... ~ I c u~ :J :EWID III ..I, ~I~E .J "q ii 19 :J u= :a Ii ~ ~~ ~ Sf [[ I~ ~ i DIRIRQtriJJ:ifOOIM /!IJOTrfES '- . U 2 - .. ..I ..... ,--.-.....-_.0..-.-.... . .u~ .__~.. _ . ~'q ._.,~ A IQQ.~~,..y.C?Y~JVr~MMic., 112.IZ.~'T"loN ~~~ J~ t"O(b~ PfitOVtPel:'.. u ,_" I.. ,'" .2. Shalto~ weUs, open surface water bodies, or' reclaimed water ";ust be u~ed os a source bf Irrigation water. The dlstrlbutfon s)'Item for Irrigation must not,. be connected to county or municipal water sources, unless It can' be demonstrated that .these. sources are not available. ~ \ ~. Irrigation systems must utilize low volume design such as low trajectory heads or soaker hoses to provide .dlrect application and low evaporation. Systems that overspray areas that do not re..lre irrigation, such as paved areas will not be acceptable. HIgh Irrlgotlon need .areas must not oversprav low need areas. -+ +. High water demand landscape areas such as turf must be served by a separate Irrigation zone than low water need ,areas, such as planter beds, or mulched areas with trees. In no case, shall any planted' vegetation area be more than 50' from a water supply hose ~Ibb. ..r.. Automatic Irrigation s)'ltems must be operated by an Irrigation controller capable of dffferentlatlng between the schedules of high and low water demand areas. Controllers must have . multiple cycle start capacity and 0 flexible calender program able to be set to comply with locol or woter management district Imposed restrictions. . ,. Automatic Irrigation systems must be equipped with a roln sensor devtce or switch which wlll override the Irrigation cycle of the sprinkler system when adequote rolnfoll has occurred. -+ CL UJ \- Z W <...) .~ W --1 ~~ --1.A"" 1JJ-1 \- ~ -1LL Z \-ol 1"\/ ~1JJ U'- 0 2:~ >- - z~ ~ \f) ~~ \f) ~d w LL o CL tL 'i~~ rI.~~. ,-r~e. .l$~ .,JJ (04-)* f; ~. ~elw', f~ er2.~ ~~rt~ Hj&." ~~ ~ i== 1'0" ~~f>~~,_+____==,_____,_,_~_., ~ ~ ~;Ii'---~~="- ..-,.....--.. .f" t ~ ~~..+ ~ 16 U, j eL.-AtJ.!etr( ~bI ~ t -fltl plt.6 ~1I',.fe. t..AJ~ .",.1( "'~M "'...,., ~W'le~ ~1J1Me ''''~*~I.-Lh() ~LI.e~~ + I I I I I ! - ' -~, "i ~ - ~ 1 __ ...,.. '-'-:::::'":-;::"~::.'.~~:.:':'~=.~":'..-::=t::-.:;~:.-:.'"OI~ _.. _ _.... ~ .'."_.~~"" ,.....-...#.~.~ '* () -, MYRTLE PROfESSIONAL CENTER .~~ fAtJe.L, ~ .~ ~ 1416tJA.J1 a.lA1E* 400 MYRTLE AVE. NORTH fAte ~~~ -....::.:.~'~~,,~..:a:&A_~-.I",~ ~.......- ,..-... _..'.......~r...,,.. .~ ~ ~ ~ l...5 8 ~ ~ l...5 :z: B ~ I~ e,l,e.YAt!"'b,) Y"z =- ,..0 ~ mlE SIGNj)A T A NON-RESIDENrIAL ZONING DlsrRICT (NOr IN DOWNTOWN DISTRICT) WEST BUILDING FACADE........................... 2.839 aq.ft. 2.839 x 1% ................................................................... 28 aq.ft. MONUMENT SIGN IN LIEU OF FREE STANDING 28 x 1.25 = 35 aq.ft. ALLOWED PER SIGN FACE (2 MAX.) SIGN FACE AS DESIGNED: ...................... 23.33 aq.ft. EA FACE. .JOII Noo 200233 DAAWNBV T.J.Z. CHECKED IIV B.P.U. DATE 06-19-2002 IIHBIET No. L-3 OF 3 r ~ -< ll.1 ~ ~ ~ z 7- I \. TREE COUNT #3 TREES EXISTING #3 TREES TO REMAIN . #4 TREES EXISTING #4 TREES TO REMAIN . #5 fREES EXISflNG #5 TREES TO REMAIN ~I :\\ >< ,'. ;:-...... N 90000'00" E 116.32'CM) __ x ______ x ......x~ 'u-".9" . -, I .'. ..... ,'" . r'< I I ~O;" 12" 10" : : 19"" 18" 6, B I I 16" I I 5" II ~8" II ~ ~16" II ~ I I ~ W8" -.. '\ 7" I:Cl a ~ 8 ~ .', '. -- ~~: i '~:, cri .~:. ~ :,,~" ~ ':8: ~ .~. .... :ffi:. 000 ':~' z :. " @ 930" ~~ i7~~ ( .,. ~ ~ I ...... ..... , '. 2:7" .. ..... a .... "':~\" N 00000'00" E 7.50'CP)CMh S 8905719" W 60.05'(M}, . \,.. 6' CLF N.oooOaOQ" E 60.QOCPJ ~ f'>.' '\ '(D 11" x (~ C. 2? 1 "12" ~ -t. .9" 0 .9" 37 7 11 6 1 1 6'CLF X x lV I 24" ~.! 8" a a 10" 6'" 9 40" - .-- .9"a 1"R 2__ 14" a PROPOSED OFFICE BUILDING :~:. '~;:: (!. :\5': :~:" '~.~ ~.' ,B: 'W: 'tfi; 'f8. . .... .... -:":1.. " ".' . ,'. \.. ...... .. :':.~:: ':. 10-01 311te 41" a I 20" ~ .9" Je' ) ~. ~" ll. i;L. 18' ~ i -c), ~ t<) o l(J ,. v '7\ . 10" ~ rnW "vEl7" '------" tN' 11"X.17" 7" 8"3 8"R ~ 18" 2' '9' 12~ 10" 3( B3" .9" 6" .9"'~ 2,4 14' .9" W Ba 17" 27'~ 2' 8" 8" " 8 28" - B" b' 10" 7" 5" a ~ - J l >< v ) ) :>0 :> Ul g g ~ ~ 5/~ ) .9" (~ >~ ~ ~ ~ >\s) . - :"<:,,-, 22" 8tc .9"3 8"_ a 26" 20" ~~~ 11"1 11" 17" 16" " 20" ,\.., ~ \ :.: '::' 7;3 10" \ \ ;::-:::':::. , 57.t?~f,foall w 19"~ :<L,::.:..::.::;.:::.,\.:.<.::::.,...'::} - -- '" -~.': "~ _ ~[<:':":~:':"':>.':':: \:; ::::.:"exlsr,':iicoNckE.1f:Sjde,W;"LK.:; :.~ ~, '~~<. '~~..' 4'" I:- \ '. . , ,,:,,:: "'. '. ' '.,.,: ,,: :...,... ',": .....,,:::: :';,:' '.:, '.....: :..' .-,,':..... '....,.... :' ',' - - ~ II 2,3" ~" ?\ .. ....,; '~ " l(1?)(fV1j '\J' q " .'.. "':.1 <:'>'.:";\\"':;.'>' - - - - - - - "":~::":""::":::\:":\\ ....... ./ ""'-- ../ HART STREET -- - ..J- "" CONCRE'E SIDEWAl.K 4.... ........ ~ (.) ~ \:) 't ~ ~ ~ 8 2' CONCRETE CURB '7 " 4,5' CONCRETE SIDEWALK ~ (.) 2: 8 in. l<i ~ (.) ~ in " l<i" ~ ~ (.) 2: .8 (1/\'\ TREE REMOVAL PLAN \ :.... \) SCALE 1"=20'-0" "Wi::::~ ./ ""'" 4'Cl.F X X 4'Cl.F X ~ ~ (.) 2: 8 x v v " /" x " " T- - LANDSCAPE BUFFER N 00000'00" E 7.50'(P)(Mh S 8905719" W 60.oE?'iM) >< ~ I 15'.0" I . \\' 6'CL: _N.fg~~O'O~~:. 60.~~(~ _ ~ .-<:.: l " 90000'00' E 116.32'(M) 6' CLF~ -' . ':.' ~ 'x- r )I_,f _x- --:: -_..:._-_:- -~ -- __-~ ~"I.'I" ~I~ ; 5'.' "'1\" ~ ~~ ... :\:I~ ~ 24a.20'q~ M9.75~~ II ~'::II ~I 1------- .. I -- CONCRETE I : : I -+1 I I '. I I 366.34 6q ft; .. I y"-- I :': 1<\, I .::1 /'''':'.,,> I ,:1/ ...t..... II: .;..', I ..'\ ....\.<~.\..::. "''Y .\.\.;.\,.;....:.:\.;..\.;\\.:: 505.re ~ ~ I .. \cO ~~\ A~ ~'i-: I ~ ~ :<:-,:D:7 ~ ~\"'~.\<:i: ":':".'~ I .,;':::.::. I;: ,'.: . I r ,....:::: ,.....:. "', ..':: ;.~..\<::,~: I \ '" 11'., .,... .. .. :.'~.,.:,..;.': ...'..' :':'/.. " ~ II. ..' .: .... :1..1.,'\.:'\:..,., ::I ~ I I I I I I I I I 1- "T)."l'll .: :,.'. ,;.:>\:::-:,::\:,,:.:>,:.:: ':';":::<:',;':..::: ';')};":.':',.':..': "..:":. \-': ::: \:':, :::':.':-:, :":\::': "::~':. :.:: \\::, ,;.:",::.:~.:::::: 12' x 35' 199.82 f5G1 ft; .' .:..... 'IV?; - ~ Z WAOlNG20NE ';,J'~.-II r '~r~>.': 513055'5 II ----- - - - - - ~ ~ - - ''\i:?'';(~!,..:.~ _-_ .'. _ _ _ \ ~LA~~PE ~. ..~..~.. ~:"'.'.~'.:l::~:S=\:~';~'~:..~..~.. ~ .~';:;~:.='~:~........... .;~:;.:".: ~ ,. ----------------- INDICAfES PROPOSED 6' VINYL FENCE COLOR COORDINATED WITH BUILDING . INDICATES INTERIOR LANDSCAPE AREAS PAVING & CURBS 19.152 eq.ft. INTERIOR LANDSCAPE AREA REQUIRED 19.152 eq.ft. x 10% 1,915 eq.ft. INTERIOR LANDSCAPE AREA PROVIDED 2,499 eq.ft. 138.~ ft; ~ ....'.'. ... ' . .' ...... . '. .', '. , I..... .... . :.....IJ ....... ". . . '.' .... ,', I .,.... ~ -< ll.1 ~ ~ ~ z '.' I 'I'" . ~'" ..:.' , ~ ~ -: ':~" ~ ~ '~: cri ~ ' '51)~ I~ ~ .:' ':m:' ~ :,~. ~ .,<;::s: ..... .' :'~' ~ '. ."t. I~ :!., 8 ,. z : " 'i:';=~~UN :',' ~ .:.::\:': ~;r,.~.::::.:.:.::' ~::..::::.::.::.....,.,.::,. ~ ~::<..::~:;':::;s;:\\'~:~::::\\: UN ..........~..::,::. ~ ',' :',. ':":,=:.: \<. :.'.:;':.::'::: , '. .... ", ...... " '- "'. . :,::::\~:: .., " ..",,', . '. :. .', .,' ...... '" . . .... ....... . . .. " ....: .. .' '". I :: , ' '; " .,':':' .:; ,:.:: I o z o Il... Z o 1= z ~ UJ Ill: >.":':: ~ ~~ ~ ~ 144,34 eq ft; ',:'.. PROPOSED OFFICE BUILDING ": I :~:: .~:' :l~f -\is': '~"" I '. '~'.; S. .:~\ 'lir I :~:' .... ',' '. " .... ...,..:,~ ',' . " .... Ii"'... :;'\'\\':':.~\ <'::~ :~.::. .... '. .... . " :.;:::': .': ; "":'. " ,.. .' '.... . .... . ........ , , ',:. . .', ' .', , . I 1 .:. . HART STREET 2' CONCRETE CURB ...... ./ ---r ---- K 4.5' CONeR-ErE SIDEWAl. 4,5' CONCRETE SIDEWALK ~ ~ (.) :z 8 ~ I.,j ~ 't ~ (.) ~ I~ ~ ~ 8 ~\ flF:\ \,::.\) -...:::::~ INTERIOR LANDSCAPE PLAN SCALE 1"=20'-0" j v ~i~' ~ ~ I 145.30 f5q ft; 280,13 ft; ......... ~ ~ (.) ~ < ~ j , 1 , rr Ill. I~ ~~ ~ I ::-" 12 10 I~ IUl Ig la liS !Ir 1)( II I t:5 ~ l~ I~ I\s) 1'1-= I~ I I I : "" .. 1 I I 1 II 1.5'-( I ./ 4'Cl.F X x x x 4'CLF x .. ~ " , /" ~ ~ (.) ~ \:) FILE h J lib Z - (J~ii.'f IroJ[~:i 12~~O?:2' ri;-I!,rr,'-"~ UU . .... ' .. L ,lJ : :, I I ~,-../ PLAl\' -.--.--'.---.-.-." 'e>,,- i> f,"2:','CS ! ~ ~ 1 a ~ '\ ~ ~ 'd ,( 2 ..I 2.. !~ II I 2 I' I ~r ',J wea II J U~ "H Ii ~ ~~ )- II IE .~ ~ ~ i :; m :if QL UJ \- Z UJ U UJ ---1 .~ -1<( ~, - <Dl \- Z UJg 1'\/ -Ill. U'- \-Dl >- Q ~~ 2 (f) ~~ <JJ >Q~ UJ ~d lL o QL tL "" ~ , '" ~~ IrO'~~ I~ 'O! \.." ~ ,. '" ~\. ~ ~ r .JaIl No.. 200233 "" DAA\NN IIY T.J.Z. CI-.C~IIV B.P.U. DATIl 06-19-2002 ~_ _11\10. L-1 \.. OF 3 ~ C C C I ~ x x ('~ J ~r-... ""'JUT - -~- PROVIDE AERATION SYSTEM _ CONCRETE -- L WANE 3,000 TREE FEEDER SYSTEM OR EQUAL, PER MANUFACTURER I SPECIFICATIONS E .-.. ~ ( 1 OJ ) "/;.0' .- ( A J ~ -< LU ~ ~ ~ Z >< x 4'CLF X X 4'CLF TWO STORY WOOD FRAME c.l=! ~w ~~ TRIANGLE HART STREET 2' CONCREfE CURB 4,5' CONCRETE SIDEWALK ~ ~ ~ ~ ~ ~ ~ ~ ~ U U <.3 U U u 8 2: Z 8 ::3 8 z z 8 8 't iO in tr5 l<'i SITE - LANDSCAPE PLAN SCALE 111=20'-0' ONE STORY WOOD FRAME x v SYMBOL 0.. ONE STORY MASONRY BUILDING x ONE STORY MASONRY BUILDING V n REMARKS EXISTING PERIMETER TREES TO REMAIN ARE FIGURED AS PART OF THIS REQUIREMENT. 35 ft. O.C. MAX. 35 ft. D.C. MAX. 48"O.C. 36"O.C. 36"O.C. 48"O.C. 48"O.C. 30"0.C. 24IlO.C, 1 "" D I \... ~ COMMON NAME LANDSCAPE INDEX SCIENTIFIC NAME MINIMUM SIZE (EXISTING TREES - SEE TREE REMOVAL PLAN FOR CATEGORY ASSIGNED t Ite ( .'J ... //H A B C D E F G H J K L M N P Q R S T LIVE OAK QUERCUS VIRGINIANA SOUTHERN MAGNOLIA MAGNOLIA GRANDIFLORA OLEADER NERIUM OLEANDER VARIEGATED PIITOSPORUM PIITOSPORUM TOBIRA INDIA HAWfHORN RAPHILlOLEPIS INDICA HIBISCUS HIBISCUS ROSA-SINENSIS SPLIT LEAF PHILODENDRON PHILODENDRON SELLOUM GOLD MOUND LANTANA LANTANA CAMARA AZALEA RHODODENDRON SPP. CREPE MYRTLE LAGERSTOEMIA INDICA GIANT L1RIOPE L1RIOPE MUSCARI DAY LILLY HEMEROCALLlS SPP. PLUMBAGO DRY POND BANK APPROVED SPECIES HOLLY FERN CYRTOMIUM FALCATUM MINIMA JASMINE JASMINE PENT AS RED PENT AS SAGO PALM CYCAS REVOLUT A X 6' CL ~ "* *' X- C) ) ~~(. ~~Q.~111 ~ <>:/ /~!1 J K71 9Jo/~: ~ "'-.71~ ~ S J - ) :Pi0 H @ /~I ~~, r:< 1 ~ r...!Y ( ~, I if ONE STORY ~ ') WOOD FRAME ,~ ) o I( ) ifrt( ~~~l~ 18' -t -C ~>k if ,\ '~D ~l1. 0~1~ I e;'t ~ '~ if~ I .8~1 . : 1.1) "',': >< N 6 CLF "; J ':;'-:'::' J I -X -- X r- '\. X :':'1\ ..".:':.: 8 ~ ,~~ ~,~ ---..r -J.~...c; '.:/,00 "1 Y....:. 1.1) ~ '~9" :: ~~~1@ '0 ~ ~. 2lj'Slf'H~-- L ~ - - - - - - - -:; T~ANFLt ~ ~ ~ .< I I I I I ::. 2d>'SlGrt -+1.YJ I -- '...'..~ TTi-IA~G~ 2 A --- J i.';-: /~ < : ~~ "/7 0 )E) 5 '!/J \ :': I /.. I/~' SOD I ( / I ' \ ':'~/?:: / G) ~ 1:':( j I) < ::\':: eJirt I@). "\,,,I.@~ ,~-J ,(b .... .." ( ~ .' .... ,..."" ,,,,\,.,, ....... .....,', "k" ..... ~I~~~~ ~ L ~, ..;~ ~~ " :.11"1 :.......~ ll:,20J.~;~::i - /h i(<'~ .:...~(0~ G '::11" B: : \, ~r>:: I ((;) \. F (h") ;\:'>..'.. (V ~ L ~ ::~. 1'+1 ::::: :::::: ' /" ""--'< "-"< ,/ ( '.",,".. .,".,... ~ <' ~/:':. I) { ::::~ ::\ 76~ YEi~ \ \ JL..\j ::>'.\.': rt ..:,\,':@ ~ ~; ~:l r~ ~ Jill 11'I~S:..::{{~:: M :.; J~ ::~: .\ }}:( \ \-J 1\,:,;:.".:.l.1..:N..,.::::L ,;-:~0 .. I:;}' " ". '- "- ~,.-.; . L~ I J ............. ~ ~0 '. B ~ ..L K ;;:;: ~' , .' '. :'. :" \!;..J :'>- :,) '\ ~ H- ~l ' ~N'ii I ~)I :i}:H::, -0 D, I :':: ~ / :: ,:<::: m I (':f..:~' ( ~" '---" \ <':.' ~ ( ( '.!S;; III ~I ~/~.: nff ~(( ~u.. · .' , '" lit ~~\~.\> ~ A ~ A '" . ,: I ;'t ...... ~ ~ PROPOSED OFFICE BUILDING ';";;'.' 01\:", ~ \Si (~ '::'B? ~ I ,) ::>11.1)/ Iii )\( '-\v I"~ tt' ~nll ~ .r'r{~~ ) f~, ] ;~ ~~~ ) ~~~ ,::::.::::::rl~ l)?j ,,:.:..:', '. \'<1 T;\",: ~ ~ ~ :': ~ :~:' :? m~o Ie! ./ "...., Vii ~ , ~ :: 0 f;.)': l :::::,::::::~ E ",0:: .... '. ....1, 1~ 240' 19.0'.rj "'- 1.1) ':Z' "::(' (';;;\ .:" :::.,::':~ -.~.> _ Iv,"',. ....., . "\.. :; J 1: I tl~ ~ llli" "",1 ;Ilf' T: ~ : v-:- ~ t (<<..:.:-: '.m:::....IV)- SHED ;~~ ~ I.., (b) :):.~,~:.;<.:.:\V:.:,:,.:..:..,:<'.~'~K0 ,( .)~:,:;:> .,.c:^,;)_~~ .J./rfj) - ~ Jy-")I 1(-- cd .. - ~::::;.:::<:: (0) D if )/' :~'~:::":::: ~ I~ ~~~JD 12'x:35' :"\":,,: Y ~ '( ~ - , , ":.': ~'~ -\,-1' ~ F cr M LOAD'NGZONE M K '<1 "\~ -~ G 'L"..." ::;E~.~ ~(!nq-x . ~ ~- ~~'" "~'~4- I, /f' 'J\( 11"E ~ \ ~~.',.. ~c.'ti. ~L 1< ~ - -\ W ---II~ -I" _ 1n~ \- :'., ;~.:\: ~SOD. ~~ t 19" / ~ y-r .': :', ......, ' , " , " I A J ~ 0 12' H l .~ ::>:,:.;--..::..\.>',\...;:.\....":,\:/ ........f.A1d;:..t .J C-::'- .1 7 r--J ?_.I. / r----.. _ to.\, r-. ~ .'.. "7- - ? ~::...:,~;:.~:.:;:.:.,~::,'.<\.'::>::~~~'~~ .:~~N.t?-~f.~':?Jq~ ~~t~:;;:;':,.;:~'::.J.':;:\.::.:\....:>:::: ;'::,::':..\:<\'".> :"" \. 20' SIGHT '(:.:;</:.).;-=..:.::.\:',.,.>.:':,:::.. . ,.,. '.:':....'...,'.....-:::'";~,~..~?~. ..." (H (A) . '(N) , (OJ " -, - -. ~.!7o.?.. ..TRI~.~GLE.,..,. ~. ~~D .....~..,...:~....J~.....'::;~ ..':'-',' .. ~.':'l"" :.~..":" ....J.,.... ',: ..... ...~ ...'x.....A.'...::,'.,..: ....' : ....." ~', ; ........ I ,I, ~ 1,"1 20' SIGHT LANDSCAPE NOTES 1- ALL PLANT MATERIAL IS TO BE FLORIDA GRADE #1 OR BEffiR.. ACCORDING TO FLORIDA GRADES AND STANDARDS. LATEST EDITION. 2- ALL LANDSCAPE MATERIAL TO BE SELECTED FROM CITY OF CLEARWATER APPROVED SPECIES LIST, 3- ALL PLANTING BEDS AND rREE PITS ARE TO BE MULCHED WITH 3 INCHES OF PINE NEEDLE OR CYPRESS MULCH. 4- ALL NEW TREES ARE TO BE STAKED AND/OR GUYED PER REQUIRED STANDARDS. 5- REQUIRED TREES TO BE MINIMUM 12' IN HEIGHT, 4" IN CALIPER. 6- REQUIRED HEDGES ADJACENT TO PUBLIC RIGHTS OF WAY TO BE MAINTAINED AT MIN. 2411 IN HEIGHT. 7- PERIMETER NORTH AND EAST HEDGES TO BE MAINTAINED AT MIN. 6 ft. IN HEIGHT. 8~ ROOT PRUNING. IF REQUIRED, TO BE PERFORMED BY CERTIFIED ARBORIST. 9- LIMB PRUNING TO BE IN ACCORDNCE WITH APPROVED STANDARDS. 10- BARRICADE TREES TO REMAIN IN ACCORDANCE WITH DETAILS SHOWN. 11- SOILS WITHIN PLANTER BEDS MUST BE SUITABLE FOR PROPOSED PLANTED MATERIAL WITH REGARDS TO PH, SOIL TEXTURE, SOIL STRUCTURE AND SEASONAL HIGH WATER TABLE. 12- TREE STAKES AND SUPPORT WIRES TO BE REMOVED AFTER 1 COMPLETE GROWING SEASON. 13- FLEXIBLE A IT ACHMENTS TO BE USED WHERE SUPPORT WIRES WRAP AROUND TRUNKS/STEMS. 14- TRUNK WRAPPING AND THE APPLICATION OF PAINTS/TAR ONTO PRUNED TREE BRANCHES IS NOT PERMIITED. TREE PLANTING DETAIL CRADE A TWHICH SHRUB GREW PREVlOUSLY.(MlN_ t. ABOVE AN. CRADE) J. MIN. t.lIJLCH LAYER MIN. OEPlH OF 12. PREPARED PLANnNG SOIL FOR CROUNOCO\IER BEO SHRUB & GROUNDCOVER PLANTING DETAIL 3 GAL. 1811 HT. 1 GAL. 18" HT. 3 GAL. 3 GAL. 1211-2411 HT. 1 GAL. 3 GAL. 8'Hr. 1 GAL. 1 GAL. 3 GAL. 1-3 GAL. 1811-2411 HT. 1 GAL. 1 GAL. 8I1HT. 7 GAL. 3611 HT. 24I10.C. 24I10.C. 36"O.C. 36"O.C. 24I10.C. 18"O.C. 12" O.C. r "'" ~ U i !i 2 ~'" ~ 1 ~ ~=.I ~ I ~& :J Uc -3 Ii ~c ~I ~ If IE . :i <t 10. m Ui[ NOTE: lHE GRADING CONTRACTOR SHALL MAKE E~Y EFFORT TO PROTECT THE TREES lHAT ARE TO REMAIN ON THE PROJECT AND SHALL NOT OPERATE HEAVY EQUIP- MENT 'MTH IN 1 1/2 DIAMETERS OF lHE DRIP UNE OF THE TREES. lHE PROJECT MANAGER SHALL \!,TAKf OFF lHE TREES TO REMAIN AND NO HEAVY EQUIPMENT SHALL OPERATE 'MlH IN lHESE LIMITS. C\L LLl \- Z W U .~ W ---1 ~~ ---1 < UJ-I \- -1U- Z t2Dl C\L . >-~ >-0 ~< _ z~ 2 \I) tO~ \I) ~d w lL a l)L LL \... ~ . ., -of " ".of , .' f ' " " "'If . ',: ., .,'.. 'f "-. , ".. ". "" . ". ~ ........ ,"." .'.'. . 'I.,,, A. . ", 'If .".'.." ". "" ' "" ( .. .. " , I .. 'If, ." .,,, , :".. I /i" ':'" l: :,) : ',". ' ..... .. .:.~.. .:. .' , ~".", 'I', ~ .." . . '. .... ,~.:.., ....., J:.' , ,,". ,...., .. . . . "'. ., 'If" : .,..: "" . , ,. '," I .:' " '. ".. ,," .. " .. I ,,' ,..... : t'f . DRIP UHf HMOWO<lO 1REES DRIP UllE PillE AND E'JERGREEH tREES r .JaIl No. '"" 200233 DRAWN IIV T.J.Z. ClIBCKIID IIV B.P.U. ClATIi 06~19-2002 eHBBT No. L-2 "- OF 3 ~ BARRICADES Z/3 DRIP UN[ FOR HAAOv.oocS N.o fULL DIlIP UHf FOR PIM!:S TREE BARRICADE SITE LIGHTING LEGEND -$- POLE MOUNTED LIGHT ... GROUND MOUNTED ACCENT LIGHT IQJ GROUND MOUNTED UPLlGHT SPOT s -$-) _L.-_ _L..-__ -$- IQJO~ \\:: ":-'~', '.....~. ':" .:, :';.',::.'<:"" .. :.:: <:::'.".'..--:.. :...'..':>':.',..:.. . <<'::.'':,'':[':,::\:::' ..': I'~:':<' " '. I J. :,-.:':.::. .:. .... V'Zp' ! ':"-'. . , ~ -'. I ....,~ >~::"i' 'I ..... .... '. '::.':.:' ';.":.: ~ a !:!: .. ~. C\I :~~: 'i:: '.Il):. I .:~: "~" :8: ~. I ,::~~ " " r:,:~ .:.\.:.::. \ '\' .:.\: "o.:: .:.' '. :\.~:. ':<:',,::' :..:'~:'" (..' . '" ~ ~ LU ~ ~ ~ Z .... , I- " " I ~~/c:{ ~ D Z ~ Z o i= z ~ PROPOSED OFFICE BUILDING j"', .. ",., , '. , . : ", E.::~,:'.'..:.:\.:...:'....:..:.';\.< .. '. . . ~ .... ':::;', :...'\~~ ~:::~.~>:. ";.. . HA.RT STREET ~ ~ l,J 8 ~ ~ 8 'r ~ l,J ~ G in t<i I ~~ -$- '=" ~ ~-$- : " . ~ 1 ~ -$- ~ -$-] 2' CONCRETE CURB 4,5' CONCRETE SIDEWALK ~ l,J 8 ~ EXTERIOR LIGHTING PLAN SCALE 111=20'-011 ~ ~ \j ~ G ~ ~ l,J 8 ( UIPJ IfBD ((JPJ : iTU(Q)1H/ lIIJ(Q) if~ S I. A IOo/.c/ov~e:. )cVfOMMtv 112.lZ.16~"iIO#J ~v~~ J~torbe PJ<.,OVtPe'P_ 2.. Shallow wells, open surface water bodies, or' reclaimed water must be used as 0 source of irrigation water. The distribution system for irrigation must not,. be connected'to county or municipal water sources, unless it con' be demonstrated that these sources ore not available. ,- 3. Irrigation systems must utilize low volume design such os low trajectory heads or s~aker hoses to provide direct application and low evaporation. Systems thot oversproy areas that do not require Irrigation, such os paved areas will not be acceptable. High Irrigation need areas must not oversprav low need areas. . 4. High water demand landscape areas such os turf must be served by 0 separate irrigation zone than low water need ,oreas, such os planter beds, or mulched areas with trees. In no case, sholl any planted vegetation area be more than 50' from 0 water supply hose bibb. .,r, Automatic irrigation systems must be operated by on Irrigation controller capable of differentiating between the schedules of high and low water demand areas. Controllers must hove multiple cycle start capacity and 0 flexible calender program able to be set to comply with local or water management district Imposed restrictions. ".. Automatic irrigation systems must be equipped with 0 rain sensor device or switch which will override the Irrigation cycle of the sprinkler system when adequate ralnfal! has occurred. } I I I I I - ' -~. "j ["\ ~ "" . l ..) r ti ,f 2 t-' -:. , '; 2 Q i 2 I- "', C u~ ~ ~ I ~= J ~~ ~g Ii c( ~! ~ If '~ I: ajl 101 m (i[ OL W \- Z UJ <-) .~ UJ I ~Q2 ---a <0 --1< LU-l \- -ll.1... Z E2nl OL. >-~ >- 0 ~< - z~ 2 \f) LO~ \f) ~d UJ lL a OL tL I~~ rI-~~. "'~ 'l.at~ I,./J <+)- ~ ~f' ~s-'ilf. ~~ t;I2.~ I,,~r'~ ~~~~ j='2I.,," -J '~e>l~-.I-______ ---- --~ ~ ~il"_-_-- --- .f .! Il>"--.I- -- _ J 4- .__________ ~/ e.L--At11etr( ~bJ v~ So ~._. . . "2 ~~.. t .. ::!l." :f I ':~r .. ill ~: g., I :~:. 'lB,: I :~:: I - I.......,:. .' ~ .... I " ~ " \'" + "..~".:>:""""..:'>"<,.,, :.:.\ ..-:. :.....:,;':..\.:';.. ,.....:~.'.. ..,~>.\,. ".:"...'..: :",1 .. I I ~........ I :' .." C~~ - -7'- ~ + 1 ~I"\: ' ~ Y j< ---- - - - - ~ - - - ~ 4'-~\-- __ -r-- ,\,\:r<:. .: "',, "7 - :-1-______ "'~...,,;,. - - l>\:;,\...... '.,: .', ,.:,~r,'P'~iEJ3Ji:!/!YlAtt-.....).':..: ":':"',:\ - . -.'.... - '\j' .,'..,.... , '. \1 ,,<,., , ............ ~~~~,::,'-:.,;,',..:,-.~~. ~ ~ <~)~- .~..~. ~.~ ,<,::." -f '"'" ~ -1' .~ \0;, = ... r J lFTT IT T Tlrlr 1f ()Il -.---- r 1'CI~ 1J1J',.f~ 1t.AJ~ .../6-. ~_ ~ / ::.~u.r W1 I " I ..-.t"t11'l I r IT' 'l""'I--.. r r T I ~ -- ; Hfl~ ~\\'. · i l ill!llfh ~~ MYRTLE ~ PROFESSIONAL CENTER r I T T ~ ~~1ii=1r( ~1J1Me '.-. 4IW...,ej..u;,(') ~~~6t; 1"".". ~ . If 11' U T -.r . n .14tt~ "Awe"" ~ e~ ~ 1416tJAur ij~1E* T ~ n ft '7 If 400 MYRTLE AVE. NORTH u If - .;~=.;:=,-;"':~.-:-r~.~.. '_":";._.~-:~~~ ~ ,-...~,.. . ..... . ~_... -~._... --. or 11' 'IF --..----....-.- .. .~. .,;.. ".". .,........ ..,....:~ _._----_..._-.,~._._-~_._-".-...... -::'~ 11' TZ ~ ..... fAtJe, tlItl~~ "Ir _..~.. ......~._... ......... ~..- ,.....,....- -_..~.. -.... ".--.--.."' "_._~...._.-..,.~ .' 1r -.......:~~"~----.....~ --.....- ~... .............-........t-..~...~,... .,.,..." n .. -. ". --.-.-, '~:.":::':'==,-:::::'.:=::"':::~~;;.'''='~ .. - .... ..........=.,.: ,.....~..:.l.':::'l',..,.-_ . r II -- --...._-----,-... _.......~._._"...- I I'"' ~~ 114J~ t46.r" I -.,.... I T T Tiff TfTlT II D' n II ft I II n IlrllfTlr-rr-:r T J 1111 II U \I n Trlflf If' IVr 1/ n II Il III If IIlflrlrTlfTJ --.- '. · · .. ... T.... " '11' T r 'T or II ... ~ e~~VA1-LOW Y-:z ::. ~...o ~ ~ NON-RESIDENTIAL ZONING DISTRICT (NOT IN DOWNTOWN DISTRICT) WEST BUILDING FACADE........................... 2.839 eq.ft. 2,839 x 1% ................................................................... 28 eq.ft. MONUMENT SIGN IN LIEU OF FREE STANDING 28 x 1.25::: 35 eq.ft. ALLOWED PER SIGN FACE (2 MAX.) SIGN FACE AS DESIGNED: ...................... 23.33 eq.ft. EA. FACE. \.. ..J r .JaIl No. "" 200233 DRAWN IIV T.J.l, CI-IBCKIID BY B.P.U. aATIi 06-19-2002 8M..,. No. L-3 \.. OF 3 ~ It- f FCM SIRC (C) (D) (M) (P) O,R. PG, P.O.B, . P.O,C, P.O,T. LFE R/W OHW OHG NCr >. <, <<;:;t,}.J'/,!':'~ ;/);....".>. ". " . . v z, f f' t ~ GULF o~ MEXICO ~ ., ( ~1 "/ :1' :!.~I ~;;..}.. (....I'.".~1.' ,........ .j & :.'. '. ..,........'...'.....1',. '.'. "'" ..... '."m', "', ..."..?l.".~>.},.,....:.\~~'r.,.f1./J.~J VICINITY MAP (Not to Scale) PAJ1CEL f: LOTS 1, 2, 3, AND 4, AND THE EAST 4,69 FEET OF DREW COURT.BLOCK '~': 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,' 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 FEF 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 PINEL LAS COUNTY, FLORIDA, LESS AND EXPECT THE NORTH 7,5 FEET OF THE WEST 40 FEET OF LOTS 40. "t ,.I. .~..~ :;' ,; -. . ,',' ... 1. LEGEND FOUND CONCRETE MONUMENT SET 5~' CAPPfJ) IRON ROD No, LB7078 CALCULATED MEASUREMENT FURNISHED DEED MEASUREMENT FIELD MEASUREMENT PLAT MCASUREMENT OFFICIAL RECORD PAGE POINT OF BEGINNING POINT OF COMMENCEMENT POINT OF TERMINATION LDWEST FLOOR ELEVATION RIGHT OF WA Y OVERHEAD WIRE OVERHEAD GUY WIRE NO CORNER FOUND/SET WATER METER DENOTES BUILDING ARCA FIR FOUND IRON ROD rIP FOUND IRON PIPE SN~ SET NAIL & DISK No.LBl078 ~~~ TOWER BASE '0 GROUND RING c-o.., UTILITY POLE ... GUY ANCHOR ... IRRIGATION VALVE" A/C AIR CONDITIONER UIE DENOTES UTILITY EQUIPMENT +0 FIRE HYDRANT ASSEMBLY 00.00 SPOT ELEVATION <> OAK TREE (SIZE AS NOlEO) ~ PINE TREE (SIZE AS NOW) * PALM TREE (SIZE AS NOW) . ,",' ~ f. ~ 1 { '.~ " 2J./6 2.J3 26.~1 I I I I I 1.-- 22r'. I I I I I I.' /. 0 S'1ti:' '-' '-' ~ ~. II I. (O,~ O. ~2'1650' . ~ '0 b I'g ~ I.~ .1 I I 2i.52 wi' ~r' ~ I. ~I ~I ~l ::t:+ /,56 STORM DRAIN 2 21.64 SECTION 10. TOWNSHIP 29 SOUTH, RANGE 15 EAST PINELLAS COUNTY, FLORIDA 23.98 CITY OF CLEARWA TER 24.49 S 89.S7t19tt W 60.0St(M) O.R. 9982 PAGE 2144 l,5ft 1/.~" FCIR ~ - -1- L'8,4626 W . N oo.ootoo" E 7.S0'(P)(M) I I "- ----~xttx dO" I I 1 ~O" o ~I,"I 7" ~O" I ~I I ~;"I~i ~O" I ~:{ I~j ,j," I ,jl ~-~I ~:~ I I F3.8 II<} I ~~:-1 40" ~.9 - I I I 23.4 I -,:::;-:::-,"7)' - _,I L _ __ '+/..,~) \r; I /9"10 "tV b, \) '" I I~ ~0 5 ~{:\C:' 38 r l"A1' /1 \ '22.7 8" ~JI~~~~rV 0~6' ~ ~t~-0 ~~w28.___- 236 I h 14" 7" 1 7" 24.0 I Y EAST 4.69' A ~ OF DREW CO::T 0 I I OF THE PLAT OF DREW PARK Ir",~41" Q- I...........' 1"....... c} c.. ld 1>5' ~~? ~~~ I I : ~--~~------~ I I 24.2 I I '6: I I :;; I r'; 020"1 it; I I I I I 1 1 47 5 0.3 ).(;: 4;.&4" oo.ootoo t 60.00(P) (> II" N A 9' "24.F" I '-(-. 9" I I 40 100 PROJECT BENCHMARK No.2 A 8" 8" SET CAPPED 112" INCH ROD \..T2I7" ELEVATION"" 24,33 FEET I '. I 241 I itl ~7" ''':il ~I-I l!) 0>1 " I I I 08" I I ,,' 0:: oi ~ 10' 4 '~8' : ~I _ _ ~~8'1 R: _ ';'- *'6" " V8' ,I I I 23,21 I 1 ---~~ 32,51' ~ I 30" 29" I I I -- I 25@ #J9 2)* <0 BON 'AIR ~ PLA r: BOOK ~23.0 P A G 82.8 7 7 I I 27" I@ I I 23.7 I I 37 10 C5I ? .:.~2 9/ ", ' 7 " 4' :.~" " 24,6 /,':, . '.. ,'". 8'0 ". ..' . '. 24,0 24.3 .... 23 '. 8"^ - - -0- - -~ -3, o 9' 24.6 18,1' .'~,.., - ~17"- 11~ 7" 24,5 " . . POWERPOLE . 7" .' ~ I 249 - ~- ,- 96.$-;:- - US - - - -09" C;? 12" 10"241 24./ 39 I ~ Q, I I 013~~" 23.1 24'.& _ _ _ _ _ _25.0" -I.:J 24.3 47,68' , 2..8 14"0 9" 80 17'~ _ _17n _ Q _ _ _ 27"~ V 58.6" 8 ., 3 2J.3 2. 4 : 2: 39 ::2 92 (~' I ze" C) "",' 0 I,{} ~ 11" IS " ,. ': ..~:. : POwf:RPOLE 24.2 23.1 L ,. " 233 23.4 9,0 DREW-PARK-- 24.6 PLA T BOOK 3 PAGE 40 08" i"'ll i....:: ip\ d, /.,. '..) t. j x 4' CLF0 .~ <0 "It- 8JcO .~ C\I "'-J C\I :.~ :~ ,~~: .:~ ,.(;) .... Q 9~ 2J.3 16,6 @ 22" :"j.' :<to ...il' . :.~ 16,6 .7 .~ .CO , .~ r .~, f... . :51 :i IX: ~ ~ .' ~ ~ ~ :::J !Ii ."'1 ~ ':-2 53 4 "dM4 " ..4" X 4' CLF~ 24.9 /9.8' b ~ '.. .. TWO STORY WOOD FRAME 22,9 23.5 ,'. .~,~ : 2 . " 1 ~ONITORING WELL ON I CONCRETE PAD I 00.0 .:sc:- ~". ~" .~'. :.~; :~..JI \l;.' .~., ci' .~ ~ 23.9 25.3 24.4 JA JJ .J..... "9" 55" -w- -00 -:" 16.3' ~ SHI!!D~ ~ .j! '<;:) (;) 22" FOUND CUT NAIL 0.20' WEST .> "".t .. . ... 9Q,z 4. Ii ~ ONE STORY WOOD FRAME 25.2 80 @ 26" 24.7 23.9 24.4 <)>j .~'."'... f.l.. ',.,./ ;-4') .~, (() '. ., 20" @ 36 2,2 . 10.3' 1~t6 BROKEN Ft~' 1~~" /p 20' @ 23" 13" 00 19" 25.0 4" X 4/'1 FCM , ~ 24.5 o /10 11'0 <:i 24.2 ,>,11':, · '~., .'4,4 ~" 4.' ,:.',:.. :4, .~ . ~.:: .:,....~ ~.~.; .::;::5~:CO~~.:'s/~~'d!... ,;'.....; .' 2. . STORM DRAIN 2. ''R, . .... .' ,'. ., ""~',.. " ~. '. .' l .:.." RTE . '. ~'. . .. . .~ " . 23,31 2. L:: .~ ~ --2J:9!L -'- 103.62'(P). {M~ SM km,.JJ1"fC.b!tTlON= 22.62' EAST INV= 20,25' STORM DRAIN 2/.41 I I I I ~ I I ~ R I A (01" ~ 00 .. . "It- C\I ~IO b " '0 zl I I I I u- 2/.36 ?147 ---'- ~ _CEN~RLINE OF HART STREE.!.:::/_ -2i..aL ._~~ '-2Lll ~ HART STREET ~~N~1CfrhJ70N= 24.19' 'E C UB . . ~ _ _: _ ...2i41 ~ ~ C:j u 8 4,5' CONCRETE SIDEWALK i 4,5' CONCRETE SIDEWALK ~ ~ WATER MEiFR (TYP ) i ~ 3t U ~ G ~ ~ t:l U ~ G ~ t:l U ~ G >.i 8 >.i 8 10 ...; ;. lo ...; FOUND R. R. SPIKE 0,42' WEST .-J ONE STORY MASONRY BUILDING x 58.0 ON. STORY MASONRY BUILDING b ~ 9,5' 10 32.5 16,3' 58,0' ~ ~ 2,3 ""l ~ DREW PARK PLA T BOOK 3 PAGE 40 .... <:i ~ ~. o..44'~B~2 . . (II /""",.2144. o . .... . ~ I. ~ ,. ~ 2J.28 . I I rl.:; I. . . O.R, 636 . I '. PG, 356' ...., ~.1- ~ .'~ 'Zl-,~,.;\:} ~: '" ,~~fi?* ~~. ~ST. ,~; t ~ l. ~; " ~~~~'\~.~trro%t"",'W,,~,... ",~,.,. LOCA TION SKETCH SECTION 10, TOWNSHIP 29 SOUTH, RANGE 15 EAST PINELLAS COUNTY, FLORIDA (Not to Scale) 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 THE MINIMUM TECHNICAL STANDARD FOR HORIZONTAL AND VERTICAL ACCURACY FOR THIS PROPERTY'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 SHOWN 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. -THIS SURVEY WAS CONDUCTED USING INFORMATION PROVIDED BY ATTORNEY'S TITLE INSURANCE FUND, INC. DATED 08/01/00, HOWEVER, THERE MAY BE OTHER EASEMENTS, RIGHTS-OF-WAY, SETBACK LINES, AGREEMENTS, RESERVATIONS, RESTRICTIONS, OR OTHER SIMILAR MATTERS NOT OF PUBLIC RECORD, 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, - 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 CLEARWA TER. J [ ',',':,' ('.ri.., j ! ,I \, n :~ ,)! f.. \. I ._.....;~--'--- ,.... \ f'''' I III \ ',' .! P: 2 ' 2002 UU I~____~~ PU~j~~, ",,:\ ..:".', .,:CU:i.. . ,'~ n, 1,.1', I , , ! i ~ ; BURNETT N SURVEYING, INC. B# 7078 BOX 2753 34697 5115 .rr,com E s SITE NAME: ADDRESS: CITY, STA T~ ~//~,?,"." (---- ,.. ~~--~ -. Allan F. pslLlrid Professional Land SuNeyor and Mapper State of Flon'da Nq. 4659 05/09/02 {I V I .~ , t lIJ ~ ~ ~ ~~ ~ ~ cj ~ <: ~ a: DESIGNED BY: SURVEYED B . RB SCALE: 1"=20' U) 2: o --. U) s: lJJ 0:: ~ 0:: ::,) (J) (J :t Q. ~ C!) o Q. f2 8 t-:: ~ -. ..J Q <: ~ ).. 0:: ~ <: :J o CO F. B: 14, 15 PG: 18-19 CAD FILE: MYRTALAL.DWG JOB NUMBER: 692.01 SHEET l,f"~(: 'tI.),s.,?";ll, ~ PROJECT '(/ ", >1.1 <::)1 .r;. ... VICINITY MAP yr J~ I I \ ~: I ., " ~ J I it, ~I GRANT ~ I G Iftj{ CARLTON RUSSELL 1 / TANGERINE r-- c~ ENGMAN 1U2J / LASALLE: 1-1 n, / \~ALM BLUFF ::I: r-- 0 '\ ~ c:; J c.--- Mrno / ~./' I I " \ PALMrnO -0 !;;t ffi ~/I;; "l: II w z 5' SEMINOLE ST I C'C'""'" C c::r SEMINOLE SITE II!! I~I ELDR DGE ST ElDRIDGF' I I " MAPLE \ I }g~i " L vi ~ , A PLAZA ~ HART JACKSOl'l - __ z JONES DREW '59C tL f-. ~I ~~ -- C~OVE trREET ,~c; _ ~ '-....... LAURA -X GROVE 60 Q.. r----- ~ --- k I r 60 I I rsD' I \ ,....:u....... INtlt;;rO GARK -.J ~ Cleo \ ~ PIERCE \ / tt ,~ ~ l 651 ) / I \ Y (,)) I ~ ~/ '- ........... COU RT \ ~ GOULD / I I ...-l - e Pro essiona enter 405 MYRTLE AVENUE CLEARWATER, NORTH FLORIDA FOR BRIAN & CELIA PATRICK 600 BYPASS DRIVE SUITE 219 CLEARWATER, FLORIDA 33764 INDEX Of: SHEETS C-1 C-2 C-3 C-4 C-5 COVER SHEET HORIZONTAL CONTROL 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 COUNlY, 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 COUNlY, FLORIDA, LESS AND EXPECT THE NORTH 7.5 FEET OF THE WEST 40 FEET OF LOTS 40. LEGAL DESCRIPTION SCIENTISTS & ENGINEERS, INC. INFRASTRUCTURE DESIGN ENVIRONMENTAL SCIENCE OPROFESSIONAL SITE PLANNINC AND DESICN' EB8501 1310 HEATHER RIDGE BOULEVARD DUNEDIN, FLORIDA 34698 Phone: (727) 738-9025 Fax: (727) 738-9505 ~ NOT TO SCALE LOCA TI NMAP WARNING j;,;:'''' .,; 'CC .rj~' f) ,~~. i~i~ .,,,,,,~ (. ,;,;;. ~ -- '. ,,,".-~~;!l, '1,._ J )::15';'-'~~'< f ",.~,,;"'~ C:O" r: ~ ~~".", !7Gt,''J (, ~"''''''''' 'f " CONTRACTOR TO CALL "SUNSHINE STATE ONE CALL" 1-800-432-4770 48 HOURS PRIOR TO ANY CLEARING OR CONSTRUCTION FOR EXISTING UTILITY LOCATIONS II II II II I \ II II II II II II II \ \ II II II II II II II II II II II II // // -~~ --.. -----. "-.., "'\ \\ \ I I \", 1 1 \ \, "~1 II, \ --:: I r'\ ' . I~'I Vi I~<- II \"" I'-~ I" f,...j -, -\ ' \', I" i.1 1 f, II' '. 17.50 0'. I" \::'k J ','-' II. I:::~ It l:'~ . " I IU \.:rl I~ t~~ I~ iJfl II'I ~i.I' 11'.1 I~I ~ \ '; ~I j ., ~ .' ~I:..I t ',.j ~11'1 ;, = \., ~ t';.1 ~\ I I,~j ~III I~:j I t I ,i' lI..l !. 11,.\ 1~:1 If,1 (.I \ \1 I. :~J III \' J ,1 ' 7.50' I' r"..iIL, LO~~'IN~ ~~NE \: \.. . '1 ' I \ ' N /J'5-' __ ~ fi , "L51 5 5J" l'J ~ i' ~, \. :.., ..~~'(~ w _'T7S . .- R\:> 1 ' t18.62~ . '. ,R;1 0. /111/.' . ',' ~~;>' - - ,<:, --:-:-..,~", \ "'(tH,:: '---:-"$"q5NGRDf! SID.fY!ALJ<:. . '., .11'11~ ' ~, -........... "" . , " S 89'55'14" E . R5' ~-- - 1 ~ ..~ HA'RT~'STRf[T 1 ~ ONE-WAY (EAST) ~ ----- ~ 1 ij~~~~~ ~-~-F ~is.~~=ffi"a Iii ~~Fi ~f- +- II r I~I I ~ I )~I I~I I : I I : I i I / L ~ ~ I ~\ )~ l 8 8 ~CL ......" ......" ~~ o '" '(0'0 '<""" 0 ".;r'O =-I? o 0 o 0 zZ I \ I I I~ .~ I .ltJ 1~ ~~ c~ ~I !.l ~. ~I <: ~ t::]. :i I I I r I I ~I '(o\f-... .,- ex) ".q- N "-'0 81~ z. \ I I I \,~ '- c MDR N 00'00'00" E 7.50'(P)(M) S 89'57'19" W N 00'00'00" E 60.05'(M) 60.00(P) --, I I 5,00' 116.32'(M) 5.00' 8.0' ~ 9' ~ 0) .- @ " <t,j" .1:' .",. 4 4" <I <J ...' ~,a, A L _ q INDltAiES '. "N " 'CONCRETE- r . , . 1- <t I c,. c, . l @ . " " <t c, '" <l " ,j . . 8.0' CD CD . " ,j . , CD '0 cO c, c, c, "Sl, OONC~E1E WALK" 5' <t , . ~ --l ~ " " w tJ 5 z o u o L() 19.0' PROPOSED OFFICE BUILDING o z o il. Z o F= z w tJ Cl::: o cO <t 0) o 1, 19,0' R3' J.,II ~ 1----'---------'---' , SEC. 1 0, TWN. 29 S, RNG. 15 E. . Co) ~ Z t) PINELLAS COU N TY, FLORIDA z t-4 e3 t) ~ 00 Z rn ~ ~ Lf) ~ ~~ 0 Lf) (j) ~ ~i I CO 0 I"") ~z Cl:: r'-- zo ~CO""' (j)r'-- C3 ~ ~ ....Ic,ON :)..;-t:, 01"") CO X Z ~~ ..-- w<(~ 0 ,",0 0- ~ I ~ Lf) _0::: CO Cl::0Lf) CD o:::C;:N ~~ W W .g ~ ~rIi :r:z I ~cs WCO ~~ :r:zl"") :)r'-- rn 00""' ..-- r'-- r~ I"") N E-e ..-- i' gs '-" r.n CD t)~ c t-4 0 E-4 .r: ~~ n. Z ~ ~ t-4 Co) rn ~ ~ Scale 1 " 20' I I I I I '--~ I I I I ! \ L_---- ON::: STORY ~~ASONRY au LDII'-.G 5,00' r-.-.--'-\ i ONE STORY \ 'wOOD FRAN',E , I \ L----_-J ........ 16 ........ Ig:, o 1'0 o ll) ('oJ LEGEND FCM FOUND CONCRETE MONUMENT FIR FOUND IRON ROD 0:::: SIRe SET 5/8' CAPPED IRON ROD No, LB7078 FIP FOUND IRON PIPE W (C) CALCULATED MEASUREMENT SN&D SET NAIL & DISK No.LB7078 (D) FURNISHED DEED MEASUREMENT (~~ TOWER BASE J- (M) FIELD MEASUREMENT Z (p) PLAT MEASUREMENT (5 GROUND RING Z <( O.R. OFFICIAL RECORD ~ UTlU7Y POLE W ?G. PAGE ... GUY ANCHOR ~ P,O,B, POINT OF BEGINNING M IRRIGATION VALVE U 0... P.O.C, POINT OF COMMENCEMENT A/C P,O.T. POINT OF TERMINA TION AIR CONDITIONER LFe LOWEST FLOOR ELEYA TlON U/E DENOTES UTIU7Y EQUIPMENT R/W RIGHT OF WA Y +{) FIRE HYDRANT ASSEMfJL Y .-J Y: 0) ~ OHW OVERHEAD WIRE 00.00 SPOT ELEYA TlON <{ 0 ..- 0 OHG OVERHEAD GUY WIRE - N NCF NO CORNER FOUND/SET 0 OAK TREE (SIZE AS NOW) Z Ct: W~ 0::: [WJ @ PINE TRfE (SIZE AS NOW) f-- f-<.D WA TER METER <( -I' ~ * 0 ::)t") - DENOTfS BUILDING AREA PALM TREE (SIZE AS NOW) D- (f)t") Z - w..J (j) <( >li.. 0 (j) ~ -.J 0::: .. U u:. W offi 405 N, MYRTLE AVE. 0 W (f)f- (f)<( ~ LL ~ <(~ 0..0::: <( 0 Z >-<( CO~ 0:::: <( oU ~ - er:: 0 Z D- en <.D 0 W N - --.J cr:: r 0 0:::: I >- 2 MDR w I R o 19 o o b o (/) \--'-'---------------.---1 , I I I :!~ Or--.:E STORY I ~v'1ASONRY BUILD!NG I ' i I I I L________________"'___________J ----1 I I I i I TWO STORY WOOD FRMI1E ,-...) I I I I I I II I I~ I 5.0~' ! ~_.__.--J 1.--- I I I 1---.'" I iSHED I I~-T II 8~ I I il:o: lONE STORY : LJ~ NOOD FRAf./IE i I 6Z I' I (j0 I l-~-----l iJ I 1 I I l___,___J W I- -< o ~ . . (f) Z o (f) > w 0::: .- N 1'0 v L.() <.0 DATE 6-4-02 PROJECT NO. 02011 DRAWING NO. C-1 2598 24.2/ 2449 1-----------------'--. 23,/8 I 1_. ONE STORY' MASONRY 8U,LDir-..C N 00'00'00" E 7.S0'(P)(M) S 89'S7' 19" W 60.0S'(M) II N 00'00'00" E 60.00(P) I \....1 N 90'00'00" E 116,32'(M) ~r;:: -~ - - =--- -'1 2tJ3 I (-i\ Y- dJ l44-.50 \:.J.4J" '24.501 0 11" t" I I II ~ 1:ljr ()- -=--- - -~ -=- - - -om - r..:alO~ ~" '" "0 .X II '"~, )J/!~ (; '30 ,,~~ '6' r,~~O ~~ ~~ ~ ~f ~~; II : : 1 1~.1 f',! ~~. o~ 0" " (~~O' ~ 7~~ 2M I II I ~<.~o 11.11 l' I 19' - 13" ~~~g"~~ :-T. ~ ~~. ""7~"?,,, IIII ~. 3[~~ ~y 'lb "~ ~G". " , 'V " 0.50% , '1",,'1""'" " -...A./'- _ '-' :; ~ II \59 Jr 15" RCP III I, ,.I~I~~Tfr~,: 1~~6 r' -; .,' ;", '. " .' .;::J.::a;> . - I II @ ~,50% Itj L,"1 I; ~ os' I.E,= ; ~ ~" ~ : ' , 230' ""1--~:)j = US f? ," I II ~~ If I f~ r "~7"<t ~~' ~~~. j!' >~~~~ ~f ~X- II II ~Io 11,...,.]9 -:-12j~ 2]2 ~ ( : 2 ')' ~ ~ ~~ ~~.I~A ""~" II .,-- 0 ,11 ~. <1 .? ~".~ 2J9 'V. 72 r r~ 24. --^'\;,J"" FOOT TYPE C INLET II ~'I g I 4 I:/~II ~ ,0 < . ~ · ^. ~ 4'v)d. 4. ^o/ 24.271 >/ 'V~1 rr2E 26~~'= 23,90 o 0 ,I., ~ @ ,," ""D". L~'!f7 /.~ II Z( II I::~ I k '" ",'>' . '~ . ~ '" A~ · 'A'"~ ^"' ~)h ~ II M~TERED END II H:j I~O ~"'-- VJ :\;, f--124,841 " (~. ~'" "\) g l ~ ~ II ~ II rt:rk~NOO i ~~ I, ::t Ii ( ~ ~ \ \ \ "ST~~4::~HOLE · ~O% ci ~ I ~ I 80 LF 15" RCP I II 21" ~ [,.ct I I I ~~' ~ ./ ~ W=~5.'08 2350" ._ ~~ 1 -.:: II'~ 1@0,50% LL IEROSIONICONTROL II~,', ',I~L, [2",*\../ I', 2J) \ \~~{520'tF50~5"RCP ~. -vv-- <)8" hg (SEE DE11AIL) r", f.Vl<r I 17". , · 4 ~\. "".;r> I~g II ,r I ,~ II ~ \ MITERED END ~ ~ 0~ II 1 ~ 1,.0 1 I "-- '--- SEC!ION I \ /V I 1.0% 458'1 . '( /1 I ~ 1 11 PROPOSED OFFIC~E';~~~~G ~ r- ~ N2 -...A./'- 9" 11-- II 2L ~ \ ~ ',8 233 _ ~CV I II . Lw ~11,,7' ."'~,',LII12JD F.F. ELEV.- 25.00 ~'it' """T' ~~" (~,~"- .,ft ~:? A I I;:;J - 6" CLEANOU12" .Ed' 3"'9~ -. ~.~ V 2 ~. ~~ II f:::! ~I:J 1',,\ I~ ,,~?{r is:' ~t~: :~~ . ~_.~ ~ '<<.. I , II ~ ~ ~II") (I I ~ ~o oLi:6" P'~I ,,' ~:- · : '~ n ~~ ~ ['" '"II I--=--STORY~ I \ ~ 1<.111 I 0 2J5 ~; 'V"- ~ II I WOOD FI~AME ~ I ~ I'~I I 229 g- OUTFALL STRUCTURE ~ ~~ I II : 'I <: ~III I~:'I II tJ ~~~EEE~r::'= = 2'&~~0 ~ n rt I "Y li-.J II ~ . 1 i I t I :tjUt~: :: m8 f~~1 · ft1~ II' ~~~ ELEV. = 20.00 I =T 'V . 23.9 .. < ~:J.% ~ ~~~ I~ STORM ORAl .~ '/,5< I . ," '/..~~']; ~'?O) qf ~~ ~ ~ ~ 22;52 ~~.) JrsHED l CONNErl1~~OPOSED 15~ R.C.P. III I. '., I 2JD ~ I <V ~' <V 'V (/ 4~ 20 '0. Il,f, --,o,t:: 1----.-----'--------~ :~ ~" 4. ^242 ./. /4,\ /y ~ /"..... I' ,~ _ }~~' ~T1~,4~SIN I ~~I \,0.1 II II I' 124,~:l--':: "I )~4'141 ( ~5% 1 ~ ~ ~ 'I ~~ I w'bio"o S;R';,~Y' TOP ELEV. '" 21.80:1: I' . '1 1 22'd'4L ,?~';/~ ~'$to.'.f' <V S II II INV. [LEV, '" 17.00:1: , € " ,0"" ~ " '-{23.95 24,32~~ ~\~ 24,891-- ~. -124.891' . I I r~15\ . '. N 2f1J''''5-: " J 162CB.-? .<:3 < 13" 17' II L____ . 1 '\~" 51.17~t( w 2H 2<2 1'23:97 '" ~ 1 ~ (1,;\ fX~T1NG"" }-18.62~ "" '. ~ ......11/11., "fJ ~IJ~ ~ "2<l ,.., ". ,", s_ ~PE J '" \ ~ fr~p~r fr~~:"~ 2;'- ):L' ~ .'#~ ~~;.~t: ..,;.~' ,':"::.:" ,:-::'-.= ~ ,~~(~;:;~~ I 2UJ t,,"''''~''' _" ~J~ HA'RT~ 'STREET ~ _ ;,to. _ _ _ """" I = ONE-WAY (EAST) 'V = ' - - 7L2L ~ - - F - - ~ ----:C'.s.Idi:i...CI'iETE CRua- - ~ll.Z.a... -e- - -+ I ~2;;";--- - :'=- - - - - - - - - - - - - - ,...- - -- - - - - - - - - - - - - ,,(/ .;:~~ = ~ ~ -- ~ 1_ - 1~\4.5' C NCRETE SIDEWALK - I~I - I ~ I -1- ~ -I I; ;: I ~ I I ~ ~ I ~ I ~ I ~ ! TRENCH GRATE . L ~ 8 I lol G I ~ I ~ I 2; 2j / GRATE ELEV. = 22.84 ---1 [ )~ )~ l I INV. ELEV. = 21.60 I - - TRENCH GRATE l-- GRATE ELEV. = 23,97 INV. ELEV. = 22.90 EROSION CONTROL (SEE DETAIL) ~4 4-.r v 8~ / ,lY ___~__-"l lONE STORY Ii iViOOD FRA!v1EI \ __J ~_.._- -----------'--'---'-1 i I I I I I ________ .____________..J 1-------'- I I I I I I I I I I , L_______ ONE STORY ~/1ASO!',JR'1' 8l.JILD,NG 1-' i i ~~. ~ w, 253 01 i I I I i ~.J I I I I ______J 21.64 --.. --..... ~ ""\ \\ \1 2/38 2'.41 + ~I 68 L.F. 10" P.V.C, @ 1,90% .~ I ~ '<;t N "--'0 81~ z, I I I I \.~ "-.. GENERAL NOTES: 1. ALL ELEVAllONS REFER TO N.G,V.D, OF 1929. G.C. TO CALL SURVEYOR FOR ONSITE BENCHMARK. 2. ALL WORK TO BE DONE ACCORDING TO LOCAL REGULATORY AGENCY STANDARDS AND SPECIFICATIONS. 3. ALL DISTURBED AREAS WITHIN PUBLIC RIGHT-OF-WAY ARE TO BE RESTORED TO ORIGINAL CON DillON OR BETTER. 4. CONTRACTOR TO NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE PLANS AND FIELD CONDIllONS PRIOR TO COMMENCING WORK. 5. ALL UllLlTY LOCA 1l0NS SHOWN ARE APPROXIMATE. CONTRACTOR TO VERIFY ALL LOCA 1l0NS BEFORE BEGINNING WORK. 6. THE CONTRACTOR SHALL PROVIDE ALL BRACING, SHEEllNG 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. 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.I. IN 28 DAYS, UNLESS OTHERWISE NOTED. 10. PROTECllON OF EXISTING STORM SEWER SYSTEMS: DURING CONSTRUCllON 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. 11. THE LOCA 11 ON OF ALL EXISTING UTILITIES SHOWN ON THE PLANS HAVE BEEN DETERMINED FROM THE BEST INFORMAllON 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 ACllVlTY IT SHALL BE THE CONTRACTOR'S/SUBCONTRACTOR'S RESPONSIBILITY TO NOTIFY THE VARIOUS UTILITIES AND TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOCAllONS OF THESE UllLlllES WITH THE OWNER OF THE UTILITY. THE CONTRACTOR/SUBCONTRACTOR SHALL EXERCISE CAUllON WHEN CROSSING AN UNDERGROUND UllLlTY WHETHER SHOWN ON THE PLANS OR LOCATED BY THE UllLlTY COMPANY. ALL UTILlllES WHICH INTERFACE WITH THE PROPOSED CONSTRUCllON SHALL BE RELOCATED BY THE RESPECllVE UllLlTY COMPANIES AND THE CONTRACTOR/SUBCONTRACTOR SHALL COOPERATE WITH THE UTILITY COMP ANIES DURING RELOCA 11 ON OPERA 1l0NS. ANY DELAY OR INCONVENIENCE CAUSED TO THE CONTRACTOR/SUBCONTRACTOR BY' THE RELOCAllON OF THE VARIOUS UllLlTIES 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 RELOCAllNG ANY CONFLICTING UllLlTY PROVIDED THE OWNER OF THE CONFLICTING UllLlTY 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 OTHERWISE NOTED ON PLANS. INSTALLAllON OF P.V.C. SEWER PIPE SHALL CONFORM TO ASTM D-2321. A LATERAL SEPARAllON OF AT LEAST 10' SHALL BE MAINTAINED BETWEEN WATER AND SEWER LINES. WHEN WATER AND SEWER LINES CROSS, A MINIMUM OF 18" VERllCAL SEPARAllON SHALL BE OBTAINED, 13. CONTRACTOR IS TO PROVIDE EROSION CONTROL/SEDIMENTA 1l0N BARRIER (HAY BALES OR SILTATION CURTAIN) TO PREVENT SILTAllON OF ADJACENT PROPERTY, STREETS, STORM SEWERS AND WA TERWA YS. IN ADDIllON CONTRACTOR SHALL PLACE STRAW, MULCH OR OTHER SU ITABLE MA TERIAL ON GROUND IN AREAS WHERE CONSTRUCTION RELATED TRAFFIC IS TO ENTER AND EXIT SITE. IF, IN THE OPINION OF THE ENGINEER AND/OR LOCAL AUTHORITIES, EXCESSIVE QUANTIllES OF EARTH ARE TRANSPORTED OFF-SITE EITHER BY NATURAL DRAINAGE OR BY VEHICULAR TRAFFIC, THE CONTRACTOR IS TO REMOVE SAID EARTH TO THE SAllSFACllON OF THE ENGINEER AND/OR AUTHORIllES, 14. GARBAGE TO BE VIA CURB PICK-UP (NO DUMPSTER), SEC. 1 0, PINELLAS TWN. 29 S, COUNTY, RNG. 15 E. FLORIDA Scale 1 " ~ ~ 20' LEGEND FCM FOUND CONCRIT! MONUMENT SIRC Sf]' 5/84 C,4PPED IRON ROD No. LB7078 (C) CALCULATED MEASUREMENT (D) FURNISHED OCED MEASUREMENT (M) FInD MEASUREMENT (p) PLAT MEASUREMENT O.R. OFFICIAL RECORD PG. PAG! P. O. 8. POINT OF BEGINNING P.O,C, POINT OF COMMENCEMENT P.O.T. POINT OF TERMINATION ifE LOWEST FLOOR [LEVA TlON R/W RIGHT OF WAY OHW OVERHEAD WIRE OHG OVERHEAD GUY WIRE NCF NO CORNER FOUND/SIT [YD WATER MITER _ DENOTES 8UILDING AREA FIR FOUND IRON ROO FIP FOUND IRON PIPE SNJtO SIT NAIL & DISK No.L87078 (;~~ TOWER BASE '0 GROUND RING 'Q..., UTlUTY POLE ... GUY ANCHOR ..... IRRIGATION VALVE A/e AIR CONDITIONER ulE DENOTES UTIUTY EQUIPMENT +-0 FIRE HYDRANT ASSEM8L Y 00.00 SPOT [LEVATlON <> OAK TRCE (SIZE AS NOW) @ PINE TRCE (SIZE AS NOW) * PALM TREE (SIZE AS NoreO) 405 N, MYRTLE AVE, SITE DATA ZONING = "c" USE = COMMERCIAL / OFFICE SITE AREA PROJECT AREA EXISTING BUILDING EXISTING ASPH./CONC, EXISllNG OPEN SPACE PERVlOUS AREA PROPOSED BUILDING PROPOSED ASPHALT & CURB PROPOSED CONC. SIDEWALK PROPOSED OPEN SPACE IMPERVIOUS AREA PERViOUS AREA FLOOR AREA RAllO PARKING TABULAllON REQUIRED: 1 SPACE PER 250 S,F. 13,250 (GROSS) S.F, / 250 = 53 SPACES 53 SPACES REQUIRED PRO"!DED: 3 SPACES @ 12' x 19' (HANDICAP) 46 SPACES @ 9' x 19' 49 SPACES PROVIDED = 42,758 SQ. FT. (0.98 AC.) = 42,758 SQ. FT. (0.98 AC.) = 0 S.F. = 0 S.F. = 42.758 S.F. = 42,758 S.F. OR 100% = 7,194 S.F. (GROUND FLOOR) = 13,250 S,F. (GROSS BUILDING) = 19,152 S.F. = 1,892 S.F. = 14,520 S.F. = 28,238 S.F. OR 66.0% = 14,520 S.F. OR 34.0% = 0.17 . t..)~ Z~ t-4e3 t.)t .. 00 Z r.n ~~ ~ ~~ ~ ~~ ~ Z~ Zo t-4 gs ~ ~ ZZ Z ~~ 0 ~ I ~ ~ Z~w ~ ~~ r.n ~~ ~ ~~ ~ ~~ ~ ~~ ~~ t-4rir04 ~~ If) o If) OJ I co o t<) Q:: I"- ~co'" wOJI"- ..J(ON ::)~t:. Ot<) en x t5~~ 0- -Q:: Q::glf) Q::u...N W .~ :Cz I t;(B wwco :czt<) ::)1"- 00'" "'" l"- t<) N "'" I"- '-' Qi c: o .c Q.. ..-J <( Z o - (f) ~ (f) ~ cJ w U LL o cr: Cl.. 0:: W ~ Z W U W ..-J ~ cr: >- 2 W I- < o ~()') UN er: w ~ I- I-- CD .A' - f'.. ""'" ::) r<) D- (I) r<) w o <( z <( 0::: o o z <( w.J >l.J... 0::: . 08] (1)1-- (1)4: ~ 4:3: 0..0::: >-4: Z en ~ ~ 00 er:o OJ CD .... o z o <( n::: o .... o z > <( 0... U) Z o U) > w 0:: ..- N l'0 .q- LO CD DATE 6-4-02 PROJECT NO. 02011 DRAWING NO. C-2 SEC. 1 0, TWN. PINELLAS 29 S, COU N TY, RNG. 15 FLORIDA r---------,.-- I I L_'___I I ! Oi'-.E STORY ~1ASONRY BUiLDING N 00.00'00" E 7,50'(P)(M) S 89.57'19" W N 00.00'00" E 60.05'(M) 60.00(P) I I I i I I L--________ ~ I I 1"'1 I II IJ I II I 11.1-: I II I r'l .', < II I If' f,..j II I II, ], ~! ~ .1 , I" 1,:1 I [l : : I 11,1 r,:1 I l II ~ € POW<R~ I ~ccL II ;I~ ~:I ~II II ~g I" I;:'k' 010 .I ."-- : : z ( POW<R1tt.~ " I II I Il:,j j,:rl 11 I II~ t' ','~ II I G .,~.~ II I I~ IJF1 , ~' I . ~ \ \ ~~. j I II I~ 1<, 18' ~ I ~ ti',1 I~;I II I ~ ~I j , II I I ~ ~I :,1 "', II -I ~ ~ :11:1 1:;1 ~ II I · ~ ~III I:, I @ I ~ I ~ ~" j Q II ~ I <: ~III I~:I ~ II I ~ . lilt ~ RI G JbL '9 II I I II,J ~, I I I 11',1 1;.1 : I If.! (,I I I 111 C,I ~--/7--t--~ r l 11 !" oJ , =-~/ I: . . I I I Co 1sT. STORM M,H. I' r 'L ~' !tXfCATCH BASIN I TOP ELEV. = 21.80:t I' , ' INY. ELEV. = 17.00:t, e j I I I I \ " N /J.5.....' ~ I 'o. 51 5 5J" EXISTING SEWER MANHOLE ~ I POWERPOL~~, 7~!,'~,M,.,. " w ~g~m 1':fvM.. ~f:rON= 21,80 1SM t18'62~"'" .' ..11/11, SOUTH INV= 14.45 EXISTING 24" -. . EAST INV= 14,50 STORM PIPE I .............. EXISTING 18" I : 1 ....... S~ PI:' I I : I I r~------ I I I I I I I I I I I I 31 II N 90.00'00" E 116.32'(M) 10 -;;-- ---,,-, 4 . Q . . '". I . A<fl 1 " A. . " r . q I q 0 " ". , ,j . A ,j q '" Q A " . 3 q A 3 Q . 4 q J " A. .~ 4 CONCRETE WALK . . . ~ ~ --, [-~STORY II \WOOD FRAiv'E \ I ~__.__J Scale 1" 20' 6 LEGEND FCM FOUND CONCRITE MONUMENT FIR FOUND IRON ROD SIRe SET 5/8' CAPPED IRON ROD No. LB7078 FIP FOUND IRON PIPE (c) CALCULATED MEASUREMENT SNJtO SeT NAIL !t DISK No,L87078 (D) FURNISHED DEED MEASUREMENT (:~~ TOWER BASE (M) FIELD MEASUREMENT '-' (p) PLAT MEASUREMENT -0 GROUND RING O.R. OFFICIAL RECORD ~ UT!UTt POLE PG. PAGE + GUY ANCHOR P.O.8, POINT OF 8EGINNlNG .... IRRIGATION VALVE P.O.C, POINT OF COMMENCEMENT P,O.T. POINT OF TERMINA TION AlC AIR CONDITIONER LFE LOWEST FLOOR ELEVATION U/E DENOTES UTIUTt EQUIPMENT R/W RIGHT OF WA Y ~ FIRE HYDRANT ASSEM8L Y OHW OVERHEAD WIRE 00.00 SPOT ELEVATION OHG OVERHEAD GUY WIRE NCF NO CORNER FOUND/SeT 0 OAK TREE (SIZE AS NOW) [W WA TER MeTER @ PINE TREE (SIZE AS NOW) - DENOTES 81J1LDING AREA * PALM TREE (SIZE AS NOW) _I L..J ~ I~ ~ I~ o I") o L() N . " ~ -J ~ 4 ., W II o 19 o o b o (/) r--------.--'---------'-------'-' i I I I II ONE STORY 'I f~lASONRY ! BUiLDI,'iG I I ' I I I I L_____________________ ._.,_________________J w t;:j 5 z o () 'in 8 PROPOSED OFFICE BUILDING 1 1 INDICATES APPROX. LOCATION OF EXISTING 10" WATER LINE ~ ~ ~ TWO STORY WOOD FRM":E ." .q 405 N. MYRTLE AVE. INDICATES APPROX. LOCATION OF EXISTING SANITARY SEWER LINE -------1 L' I I I I I ~_J q " ~ ,_...J I ! I I I! I I Ll L_ , I I I I i J 7 'lo STORM DRAIN 44 5' .~ON9RbE WALK' r---l ISHED I I ~-t--------------- II 8~ I I J:~: O'iE STORY I [JJ() I WOOD F"AME I >z I i go I i () I i I L--~--"'---l I I L_______~ 12' x 35' LOADING ZONE r-.J - ~ "" ""\ \\ \ I PROPOSED 2" WATER METER ~'---n~' ""'- ~~--=-- -- 11g;;;~? - -=- . , " . ,'., " :----- -5' 'CONGR/iT.E SIDfYlALK,." ' ~~.Jld:IIIIr..l!llilllOloW'~~ ...:1.-" , .,.-'~. . ~ --:....-' ," ", .," S 89.55'14" E ~..,.-...,.,--... ~. ~'.:-- ~- ~ ' - - - _ 1i4B.L.5."0 fT - - - ONE-WAY (EA T) _________________ _________ ____________~~~E ::::: ::::: - - ~ - r=ryj1 --r.1.5'CONCR~:,::;~ ,,- 1"'1 j ~ ~ ~I ~-~ =-rl _ ',5' ~~,~ - 1Il ~ ~ I ~ ~ ~ WA TER METER IW I ~O~ I I <::l I ~ EXISTING SEWER MANHOLE I ~ I I is I I is (TtP) 'oJ (j I ) ~ l NORTH RIM ELEVATlON= 24,19' ~ I (j (j I -j 8 .Q WEST INV= 20.54' .0 8 I 8 EXISTING SEWER MANHOLE [L ., ) ., l NORTH RIM ELEVATlON- 22.62' ~ _ I "'i "'i WEST INV= 20.36' EAST INV= 20.25' +- '<ojf-.. ,.... co ':.:t N """0 gl~ z. INDICATES APPROX, LOCATION OF EXISTING 8" SANITARY SEWER LINE NOTE: ALL CONNIECTIONS TO EXISTING UTILITIES WILL BE COORDINATED WITH THE CllY OF CLEARWATER INDICATES APPROX. LOCATION OF EXISTING 4" DIP WATER LINE I I I I \.~ ,,-. E. . t.)~ Zfi ~~ t) .. l'J) Z r.n ~~ ~ ~~ ~ ~~ ~ Z~ Zo C3 ~ ~ Z ~~ 0 ~ I ~ ffi Z~w c:d~~ en ~ ~ E-4~~ ga t)~ ~ ~~ f:1~ ~2S Ll) o Ll) O'l I IX) o r<) 0:: " ~ IX) ,....., WO'l" ---I<.ON ::l'<l-t.::;, Or<) CD x W<(G: 00 0- _0:: o::gLl) o::lL..N W .~ ::I:Z I ~i3 WWIX) ::I:Zr<) :J " 00""'" .- " r<) N .- " '--" Q.i c o ..c: Q.. 0:::: W ~ Z W U -' Y:: (J) <( U ...- - N Z Z Ct: W'<f <( f- f-CD <{ -I"- a ::)f'0 --.J CL (/)f'0 - w.J D- (f) <{ >l..J.. (f) ~ -.J 0::: ~ >-- w offi W U (/)f- I- (/)<( LL ~ <(3: - 0...0::: --.J 0 z >-<( I- (1)~ <{ 0:::: - 00 =:) Ct: 0 0.- m CD W -' ~ 0:::: >- 2 w I- <( o . . if) z o if) > w n::: .- N r-r) '<;j- L() to DATE 6-4-02 PROJECT NO. 02011 DRAWING NO. C-3 RW LINE --l 7,50'-1 25__,_________..,______1____, I 24 23 22 PROPOSED BUILDING~,__ -------,--,----,..,------,--------,----,---_...._------- ~ , ----'''EX15-TI N G -- G RADE-------- TOP OF BANK [~ ELEV,= 23,00 _ _ - - - _ ~--.----=--::-:---- ~-----~-:::::.._------- --- - 21 I' --------~---- --- 20 IS,H.W.T.= EL. 20.00 I 19 t _lli_.___..__._______ _.._____,__.._ 17 BAFFLE (SEE DETAIL) WEIR 36" 30 MIL. IMPERVIOUS LINER POND SECTION A-A NOT TO SCALE --0.35' GRATE ELEV. 22,30 1.23' WEIR ELEV. = 20.52 24" BOTTOM OF BASIN ELEV. 17,50 56" U.D = 17,75 F,F, EL,=24,50 -~-- -- 8" SIDE VIEW CONTROL STRUCTURE N.T.S. NOTE: BAFFLE ON ALL SIDES FRONT VIEW CONTROL STRUCTURE N,T.S, =ro I '0 .- ~ =ro <:t ~ ::?: "'<t' 25 24 23 22 21 20 1 9 18 1 7 ANGLE IRON SUPPORT FRONT ONLY NON TRAFFIC GRATE 8" MASONRY OR APPROVED R,C. PREFAB 1'-6" 2'-0" FILTER MEDIA 1'-0" NO SOD I . r- # 5 OR # 57 COARSE AGGREGATE (NOT FILTER MEDIA) TREATMENT 1/2" ELEV. = 20.52 l S.H.W.T.= EL. 20.00 r 15" ~ to 18" 'f .tIIIlLJlllt 2"L ~ y x 3' MIN BOTTOM ELEV. = 19.00 = o I o ..... 6" INV. = 17.75 OPTIONAL POST POSITION 30 MIL. P.V,C, LINER (WRAP ENTIRE SYSTEM EXCEPT ROCK AT POND BOTTOM) 6" P.V,C. UNDERDRAIN (MSHTO M-189) FILTER SAND DATA CLASSIFICATION: SP (ASTM D-2487)-2 CM/SEC COEFFICIENT OF PERMEABILllY: 4,03 x10 EFFECTIVE GRAIN SIZE: 0.25 mm UNIFORMI'TY COEFFICIENT: 2.80 PERCENT PASSING #200 SIEVE: 0,3% (THIS IS FILTER MEDIA) NO. 57 ROCK WITHIN MMOCO 45/45 FILTER FABRIC ENVELOPE - NO LIMESTONE ALLOWED. (NOT FILTER MEDIA) 6' MAX. .1 POST OPTIONS: 2"x4" OR 2.5"DIAM. WOOD; 1.33LBS./FT. 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 ~ FOR A SNUG FIT 8" FROM EACH END 2-#6 ~ DRIVEN THROUGH WHEEL STOP TO COMPACTED SUBBASE PAVING Ir71 x 7. .x ,,~/ ~yyyy 1111 1III XXXXXy X\ 6 -x "'X 'X 'X 'X x x x x PRINCIPLE POST POSITION, CANTED 20' TOWARD FLOW FILTER FABRIC 2' BASE 1111-1111 IIII 1111 l COMPACTED SUBBASE SILT FLOW . 1111=1111=1111=1111= EXIST. GROUND LOCATE WHEEL STOP 2-1/2' FROM EDGE OF PAVEMENT TO CENTER OF WHEEL STOP WHEEL STOP DETAIL SILT BARRIER DETAIL UNDERDRAIN DETAIL NOT TO SCALE TOP OF GRATE R I rt~}J=c=r F~~i I ~ / /1 / 6" Ie, , ~= lell I I I I I I I I I e lei =[[=I~ I I\el I I I I I I I I I e ALUM, GREASE BAFFLE, 1/4" THICK ATTACH W/ANGLE IRON. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR APPROVAL 6" SIDE VIEW FRONT VIEW GREASE BAFFLE N.T.S. N,T.S, NOT TO SCALE 24' 19' DRIVE PARKING FINISH GRADE FLUSH TO TOP OF CURB 1" RADIUS MEDIUM BROOM FINISH CONC. PAVING 12" 6" 1 1'/2" TYPE S-3 ASPHAL nc CONCRETE SURFACE COURSE ~~~ BASE .1111 IIIII111111 II III1 H II .' ~ IIIEaII 12" STABILIZED SUBGRADE MIN. 40 LBR MIN. 95% COMPAcnON COMPACTED SUBBASE CONSTRUCT IN 10' LENGTHS TIE-IN LENGTHS 8' MIN.-10' MAX, TYPICAL PAVEMENT SECTION VERTICAL CONC. CURB N.T,S, N.T,S, OUTFALL STRUCTURE DETAIL 14'-8" 6" DIA. STEEL BOLLARDS CONC. FILLED (TYP,) r- I I ~ . I (/) c? ~ I () = I <.0 --------0----, I . I '<t'. I ~t;: wO::: A CLW 'f gCL I (/) I 12' CEARANCE MIN. . I I I I . I I I I I . I I I I . I I I I I I @@ I I _____...J o SWING GATE (TYP . ) DROP PIN HOLE (TYP, ) PLAN NOT TO SCALE <.0 GRADE 14" TIE BEAM WITH 2-#5 REBAR CONTINUOUS 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"/1 OX1 0 WELDED WIRE FABRIC (W.W.F.), 3000 P,S,I. 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. I' 12' CLEARANCE MIN. 6" 8" 8"X16" CONC, FOOTING W/2-#5 REBAR (TYP) 1-#5 @ 4' CENTER GRADE 3000 P.S.I, CONCRETE SLAB -MONOLITHIC, MIN, 6" THICKNESS 6"X6"/1 OX1 0 W.W.F. ELEVATION DUMPSTER ENCLOSURE DETAIL NOT TO SCALE 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 (t). DURING GROUTED MASONRY WORK. 1. ALL RIEINFORCING 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 ;.:,ND BOTTOM, 2, IF A SLAB DOWEL DOES NOT LINE UP WITH A VERTICAL CORE, IT SHALL NOT BE SLOPED MORE THAN ONE HORIZONTAL IN SIX VERTICALS (1 :6), 3, HORIZONTAL WALL REINFORCEMENT SHALL BE STANDARD TRUSS TYPE DUR-O-WALL (OR EQUIVALENT) AT 16' O,C. 4, HOLLOrW LOAD-BEARING CONCRETE MASONRY UNITS SHALL BE NORMAL WEIGHT CONFORMING TO ASTM C-90, WITH A MINIMUM COMPRESSIVE STRENGTH OF 1,900 P,S,I. 5, MORTOR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C-207, PLACE ALL MASONRY IN RUINNING BOND WITH 3/8" MORTAR JOINTS. PROVIDE COMPLTETE COVERAGE FACE SHELL MORTAR BEDDING, HORIZONTAL AND VERTICAL. 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,I, AT 28 DAYS. 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 GRATEIR THEN 1/2", MORAR DROPPUNGS 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. . U rz:3 Z U Z 1-4 e3 U 001 ... ~ en ;a~ "" ~ ~~ 0 "" 0) ~ ~~ I !Xl ~ a I") Z~ l' Z ~!Xl~ 0 O)f' ~~ <.ON 1-4 ::>'<I-t:.. ~ 01") co X Z ~~ .- t5i3~ 0 0- ~ "" _a:: !Xl a::g"" rn ~~ w a::I.L..N w .g ~ IZ I .....~ So 00 w!Xl ~~ IZI") ::>f' en oa~ .- f' r I") N ~ .- f' ~ '--' en ~ ~ c 1-4 0 E-4 pO ..c ~~ 0.. Z ~ ~ 1-4 U en cr:: w ~ z w U r- .-J ~ (J) W <{ u ..- W - N Z ~ w-.;t I I- f-c.D -I' (j) 0 ~ :::::>r<) 0.. (l)r<) - w.J -.J (f) ~ >u.. - ~ --.J 0:::: . <C (f) L<. W 08] U r- W (f)f- (1)<( W LL d8 <(3 0 Q..O:::: 0 Z >-<( cn~ cr:: ~ 00 -.J - cr 0 > 0... IT) to - U W ~ ~ cr:: >- 2 W I- <( o . . (f) Z o (f) > W ~ ..- N f'0 ~ L[) c.o DATE 6-4-02 PROJECT NO. 02011 DRAWING NO. C-4 ..J:>.. /"/C SIGN RAMP 12: 1 RAMP .... 12: 1 6" BLUE z <{ ...J a... 6" BLUE", ~ 6" WHITE Vi w 6 w U~~IIT (f) 5' ~ 5' 12' 6"2"6" ~n~ 1.5"R 12' # FTO-25(F,D.O.T.) I , <D . ro - CONCRETE SLAB 1/2"- PARKING BY DISABLED PERMIT ONLY 4' '':\ . .~ 1.5 III-'~ ~4 111111111- . I III 1 4 111I111111111 . 111111- 1==11 $255.00 FINE F.S, 318,14 ] b 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" TYPE FLANGEO STEEL AND SET IN CONCRETE 12" x 12' x 36" DEEP. TOP OF SIGN TO BE SET AT 7' HIGH, . U ~ Z u Z ~ e9 U 001 .. Z rn ~~ If) ~ ~~ 0 If) 01 ~ I ~~ ex) ~ 0 I"") Cl:: f'. Z ~ex)"" 0 O'lf'. ~~ ...J(ON ~ ::).q-t:, c; 01"") c:c X Z ~~ w <: 0 ~ (!l0u.. 0 90:: ~ If) ex) Cl::glf) c:c ~~ W Cl::u..N W .g ~ ::Cz I ~rJi Sa 00 wex) ~~ ::czl"") ::)f'. r.n 00"" ~ f'. ~~ t") N ~ f'. ~ '-' rn Q) t: c: ~ 0 pO .c ~ ~~ a... Z ~ ~ ~ U ~ rn _\" '\ TRENCH DRAIN 5" 11ilCK CONCRETE' 4000 P.s.t. MINIMUM STRE:NCl1i LOW SUMP (MAX. J" - 4; NON-REINFOI?CEO 10 3/4" 1 0" ANGLE FRAME SYSTEM WITH ANCHORS .'\";"'0":..,",,,,- ...'.,0. ~O:"E..VARIES (0.5% MINIMUM) ',~: :.:' ~...i.: :"'>:~;':::;,>~;;.\\:,:.::~:,;:;~':.~';: ::; '.~>j';~~..:~ :~,;,\:,~~"):;:<>:\:\;~~:~::~:!:~~:;::::d;,t;,;,~:~{;:::/::{~.:::<::.:-~? :.:;:\: : GRATE .:\' '4 '. ~. '.:\ 4 ~~ ==111 - . - 1I1111111 : "': 11I11111I11 illlllllllll ~III 12" STABILlZEO SUBBASE (LBR 40) CENERAI. CONCReTE' PA ..,NG NOTES: f, A'-I.. JOtNTS ANO ctlRW: fJXC fY PAVEJlENr RAOH 1'0 HAW: 8O.J. FOOrER (AlJO 2- THICf( CONCRE7F). 8C~N 2 n: ~ ElXJC FOR ItIINIAItI/rI f, s' n: IftD TH FOOrER 8Orrot.I 2. 1'0 WAlINA TE' SMA'-I.. NA/?ROW Itf1)(;C SHAPED M'f"AS THA r /riA Y CRAC1( IJP. AN E'XTRA 2 n: A r TAPER 1'0 8C AIJOO), ..I SAW JOINr SPACES: S;JHI,{fC1(- -'~l'fl'9c.'IiINT _.s;_~'l/ 1'0 oS" IJD>TH ~ NO JOtNTS SHA'-I.. 8C LOCA TFD IN VALLEY fY 1N'Of'E1) Cf?OHN. S JOINTS SHAI.J. INrERSCCr IftTH fJXC CF PAVEJlENr Ar AI'PROXJ/rIATEl.Y 90' B. .IOINTS SHAi.J. INTERSCCr IftTH OTHER JOINTS A r APPROXIIrIA TEl. Y 90' 7. NO JOtNTS SHA'-I.. STOP A r AN INrERSCC'fION IftTH ANOTHER JOtNr. 8. I/SE ctll?ING COItIP()(JNf) AFTER SETtIP. I/NI..ESS OTHERIftSE APPRO'rfT) 8'1" EN~NEER. CfJI?ING COItIP()(JNf) SHALt. CONFomI 1'0 THE REQ/./I/?EM:NTS CF AASH1'O OESIGNA 'fION ItI 1~ T'rPE o-f. 9. JOtNTS SHAi.J. 8C f7t.I..E:D IftTH APPRO'rfT) JOINr SCAJ.lNG ItIA 'f'E'RfAl. lJIiFORE' THE PA VEJlENr IS c.ootED 1'0 TRAF'F'IC. PRf(R 1'0 SE~G E:ACH JOINr SHA'-I.. 8C THROtIGHt, Y CUANE1) fY A'-I.. f'OOGN ItIA 'f'E'RfAl.. (1NCt.()()ING ANY ItID.IfIRANE ctJITING CCM/PO(/ND). 1a APPIf()'rfT) JOtNr SEAl.ERS A. Pf?U'OI?ftIET) JOtNT flLJ.DI. I/Nl.ESS OTHERIftSE APP!?O'rfT) 8'1" THE EN~NEER. ~ JOtNT fllJ.ER SHA'-I.. ltIar THE RE(J()I/?EM:NTS fY MSH1'O /rI 1SJ. 8. JOtNr SEAI.ER FOR PA VEJlENr SHAi.J. cr:JNF'ORIrI 1'0 THE RE(J()IIfEJIENTS CF AASH1'O OESIGNA 71CW 0 .H06, EXCEPT 7I-IA r /ll{EN THE SCALER IftU. 8C IN CONTAcr IftTH ASPHALTlC ItIA7ERfAl. Ir SHALt. ItlEET THE REQ(IIROIENTS CFASNO~ ~ ~ STA8lUZED ~, f, THE srABIUZ/N() SHAi.J. 8C R>O r T'rPE 8. 2. tr SHAI.J. 8C THE CONTRAcrm'S RESPONSf8tUTY THA r THE FlNISHED f?OAI)IJEl) SEC'fION AlEETS THE 6EA!?IN() VAl..I/E RE(J()IROIOITS. RE(;(/AI?OU:$S fY THE (J()AN7ITY CF SWlfUZ/NG ItIA7ERfAl..S NECESSARY 1'0 8C Af)()Ef). ..I AFTER THE ItIIXlNG ~ 71CWS HA w: BEEN COItfI't.ETFD AN/) REQ/./IIfEJIEN TS FOR 8EARfNG VAL~ I/NlFa?ftllrY. AN/) PAI?7/aJ SZE HA w: BEEN S>4 71stfTE1), THE $rASIL/ZED ARt'A SHAi.J. 8C COItfPACTFD 1'0 98K 1tI0DiFlED PROCrm PER AASH1'O T-11JO. DRAIN HANDICAP PARKING PAVEMENT MARKING TRENCH NOT TO SCALE CONCRETE P A VI N G TYPICAL NOT TO SCALE NOT TO SCALE SECTION cr:: w r- r- Z w w W I U (j) ~ ~ -.J 0'> - <{ U ...... <( - N 0:::: w'<t r- Z I- f-tO _t'- W <{ :)t<) 0 0.. cnt<) 0 - w.J (f) <{ >u.. >- ~ -l 0::::0 (f) l.l;. W 0[:5 r- W u cnf- - cn<( -.J LL ~ <(3: r- o...O:::: 0 Z >-<( :=J CIl~ cr:: <{ OU - 0:::: 0 0 Cl. m to Z W <( ~ -.J r- > cr:: - u >- 2 W I- <1:: o . , (f) Z o (f) > W 0:::: ..- N f'0 "<t' l1) <0 DATE 6-4-02 PROJECT NO. 02011 DRAWING NO. C-5 PROJECT ~~, if "" ~., GP .... VICINITY MAP .J I \ ~= ;) I ...... ~j I~ f-- GRANT ~ 1 I - ~ ~ ~ CARLTON RUSSELL ~ J ~ - TANGERINE ---- I ~ /lrrl ENGMAN 1 l LASALLE ~ALM BLUFF :J: - 0 1-1 g l~ c:; J ~ / - I METIO / I I~" PALMETIO -0 ~/ I; i w ~ z: 5' SEMlNOLE ST c:nmJ(\1 "" <;T SEMINOLE SITE / I:; ~ ELOR DGE ST ELDRIDGE I MAPLE ">. \U~, 1\.. , , , ..L ( vi ~ , , ~ ~ P l.AZA .Lj ~ ~ HART JACKSOl'l .1 - z JONES DREW rs9C lL- I :1 .r:::-::::\ ~~ - ~ hREET (IROVE .~C _ ~ "-. lAURA )C GROVE 60 0- I ~~ '" '""~, .l- I (60 1 1'66' '1oterO ~ARK J ~ (,ba~ \ \ PIERCE _" \ / [t 1\-L ~ ~ 651 ) / I Y ii I COURT \ 15 GOU LD / :;..'/ - I r r--_ enter 405 MYRTLE AVENUE NORTH CLEARWATER, FLORIDA FOR BRIAN & CELIA PATRICK 600 BYPASS DRIVE SUITE 219 CLEARWATER, FLORIDA 33764 INDEX OF SHEETS C-1 C-2 C-3 C-4 C-5 COVER SHEET HORIZONTAL CONTROL 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 SCIENTISTS & ENGINEERS, INC. INFRASTRUCTURE DESIGN ENVIRONMENTAL SCIENCE OPROFESSIONAL SITE PLANNINC AND DESICN" EB8501 1310 HEATHER RIDGE BOULEVARD DUNEDIN, FLORIDA 34698 Phone: (727) 738-9025 Fax: (727) 738-9505 ~ NOT TO SCALE LOCA liON MAP SITE PLAN APPROVED CASE 11 Pi ~ &&Z-dJ'1C; CASElYPE . DRe DATE 7. I ( .J'l COB DATE S I G NA TU RE .k:::::::::::::::::::::~.J DATE ID.7,,,,r.- ~f'" I'~ " .'. . '::1 r)' t,., 1)",",';, · ~~ Is ,,"'J ;;:,..~~ ,'C. !;,r,.1I .,.t.. 1:152~ ;~;v {/,.. -~'-'~~-':':. ~ {;.... 77 WARNING .f -\. '~,: "'I "1''- '1, if' ,~ ~ ,/] ! ~' , CONTRACTOR TO CALL "SUNSHINE STATE ONE CALL" 1-800-432-4770 48 HOURS PRIOR TO ANY CLEARING OR CONSTRUCTION FOR EXISTING UTILITY LOCATIONS SEC. 1 0, TWN. PINELLAS 29 S, COU N TY, RN G. 1 5 FLORIDA c MDR I I I L_~ ONE STORY ~~ASONRY au LDiNG " K ~~ll N 00'00'00. E 7.!)6$pk!il}'$ I 1/) ~v ( \\/ DUMPSTER PAD PER CITY CODE/SPECIFICATIONS (SEE DETAIL) EXIST. SIDEWALK TO BE REMOVED BACK TO THE NEAREST JOINT FOR DRIVE CONSTRUCTION 116.32'(M) S 89'57'19" ~\60.05'(M) N 00'00'00" E ~O.OO(P) - 5,0 '- - - I , I I L-____ - --.... "'" "'\ \\ ) I I I'" II \.'.0 11,1 ~ I r" " I ~,' ~':l ~ 1 ':' I~ (- III'" I ----) IH L:'.I ~~ If" f_ ~Io II~. ~II ~. ~I~ I' I:,k 7.50 o 0 .I '.'-" z ( I L I:,~ II l;'~ . . I I IIJ !.:rl I II~ t.,..".f I~i.~ I ,k l.aF1 . ~' I ~ 1\'.: i~r I ~ I j ','j . It.J ~, . ; I ~., f::::! ~\ ; j (: I ~ s::: ~iI'I:' ~ C)' ~ ~ I; t., ,I ~~ i I ~I I I:~j I;~ ~ I <: ~I LI I~:I'!~ ~. It I .i.' I ILl ~. I ~. I 1-.1 1~.1 I 1[.1 (.1 111 I,j [ III I'J " t. 7.50' I I: t....i' I I: I.:'j L I \ .', N 73'5-'~ . '.'L57. 7/~ 53" w t \. '.. , '.~ (~ - - CO. 1B.62~ .'-...:' '. -.~".. ~".. .,-;---;--. ,~~- ~. ~,:'" .--:','~ \~ :"~.,, ':," ..... , '5 ',', CON GRST;$ SID,f.W'A,LK,.,. " , ,~. '~.',', '~'-'J' "X'lllll' . ~~', : '. . '!III' ',.. ...., ", ~,'-"" 0" ~..~f._,'~';..:~.,~;. ,J ....." ,~ ~\., J."A"'- ". ~~.4 'f.~ ~~..._:_> .....~'~ . ----'-.!.. . -:-:::...... ':- S 89' 55 ' 1 4" E ~ ----- ~ ...--.,. -., . '., ~ ..-,.-- ~,'.~"---;;-.- I ----) . HA'RT~ STREiT' ----). ----) I ----) ONE-WAY (EAST) ~ - - - - - ~ I ~~~~~: ~~~~ 45'~~=~w j t~~-+--- !if~~~<W~--1- I : 1--1);:-----;- :!: -:-! T--- II / [L -:J 0 I ~\ )~l 8 I 8 FCM FOUND CONCRIT€ MONUMENT SIRe SET 5/8' CAPPED IRON ROD 110. LB7078 (C) CALCUI.ATFD MfASUREMfNT (D) FURNISHED DEED MfASUREMENT (M) FIELD MEASUREMENT (P) PI.AT MEASUREMENT OR. OFFICIAJ. RECORD Pf), PAGE P.0.8, POINT OF' 8EGINNlNG P.O.C. POINT OF' COMMENCfMENT P. O. T. POINT OF' TFRMINA TION LFE LOWEST FLOOR ELNAOON R/W RIGHT OF' WA '( OHW OVERHfAD WIRE OHG OVERHfAD GUY WIRE NCF' NO CORNER FOUND/SET lW WATER METER _ DENOTES 8UILDING AREA 5.0 ' 8,0' II II II II II II II II II II II II II II I \ II II II II II II II II I \ 9' q m .-- @) 5,00' ~ ~-l '-;-. 4 ~ 4 L ~ ~ · . ~ i~DltAjES ' " 4 ("oJ 'CONCRETE. ~. . 4~. . ~4 1 CJ q , ~ \~-~RY 'I ~NOOD FRAIv',E, \ ! L-----__--.J 1- 41 4 ~ a '" -l @ . . 1 " Scale a . ,j . 4 . . 4 0) 8.0' 0) 4 4 4 _1 4 ~ !E 20' (, o::i LEGEND 4 4 s.: OONCRE1:E WALK 4 "'I./") CD ......... 12- ......... I~ o I"') o I.() N MDR 5' 4 ~ ...J ~ 4 <, w I R o IP o o b o U1 :-'---------'--------1 I I l.U 'l:;:j 5 z o u (}) @ ONE STORY \~i,ASONR'.r'" BUilDiNG "L() PROPOSED OFFICE BUILDING l________,____________~ ~~ Ln ~~ Ln ~~ I ~ 21. .a FIR FOUND IRON ROD FIP FOUND IRON PIPE SN.tD SET NAiL & DISK No,L87078 ~~ TOWER BASE '-' <5 GROUND RING ~ unuTY POLE .. GUY ANCHOR H IRRIGATION VALVE AlC AIR CONDITIONER U/E DENOTES UTIUTY EQUIPMENT +0 FIRE HYDRANT ASSEM8L '( 00.00 SPOT ELNATION <> OAK T~E (SlZE AS NOW) ~ PINE TREE (Sll'C AS NOW) * PALM TREE (Sll'C AS NOW) .. ---, 405 N. MYRTLE AVE, a z o !l. Z o 1== z l.U l:;:j a::: I I -' .1 (, ro i TWO STORY i WOOD FRM~E I r--J \ I I yY2/\ ~ , ~\D ~~ r m (]) 19.0' 19,0' 'f. 8 rsH~:Dl I ~=-r-----I I I ow.; I ! I I' f- I :t~ i ONE STORY I I $~ il WOOD FRA'V!E I ?o I LUO I 4 ,.1 -a.to . "4 5' a (~ON9.RE:TE WALK · // // =- ...--- R3' J,II I I i L____J -t 3=1 EXIST. SIDEWALK TO BE REMOVED BACK TO THE NEAREST JOINT FOR DRIVE CONSTRUCTION loli--- ..... 0Cl ':.;r N ......0 811' Z, I I I I \..~ \.... E. . ~~ ~e:3 t). .. 00 2: fQ ~~ ~ ~q ~ o~ CB i~ ~ I ~ ~ Z~W c:d ~~ r.n ~~ ~ ~~ f!3E~ ~ pO ~ ~~ ~~ r.n tl) o tl) (j) I CO o r<) e::: f'o. ~<( CO ,......, Olf'o. c.oN :::>~C Or<) Q) X o t5C!31J.. 0- _e::: e:::Otl) e:::rtN w .g ~~ I ~oc:o :r:~~ :::> 00"""" ... f' r<) N ... f'o. 0".; Q) C o .c a. \ \ \ \ , \ II , , , 1/11" \ \ \ /,\ " f0i ci"'-.A I/,' ......' ....., ..~., -.. I!~.'~."~ ~ ~. ":.... .. ' .....'.r.:)..., ," l: ~~l.. /. . '{~'~IJ.~{- fI '~." .::: , ('~. ,v , I ....,.~.':.i . ,; "U' .,(,,~ . "., i \~!l. ::"'t ~ . VI.,. (-'1,,;'1 S rt:li;..,;,\ _..,.} ...~. !: -il:. It) ~>"i 0;..- :-= ""._"I_.,,'~' il',' {). '""". ~~" r".", .,';,.;'4, ,.,'it','.! ;: '~. .<;, "'\~' ~'. ~,...- "..,(,-., ~f "ii' . . .- 1:.\'~ '11 ,Q 'I~ "":"{.:,{i : ~.'~~,. ~,~.,' ':~,~,~:,., ,"";~'~,~'~'" ',~ '" . ' . :~'" '-=:/'-..:....,.-, 1-. " .. , '.,r.. tJ,:;,". ",' 1: ' '~ . <.' :fJ:l:.If,' " I,,:~.;.>.,.!., . \', .~'/." "fffii;;;:~t~"" 0::: W ~ Z Z <( W ~ U D- --.J ~(j) ~ <{ ON 0 Z 0::: w ~ 0:::: I- I- t.O <( _ l"- I-- 0 :)r<) 0... (/) r<) Z - <( w.J (j) _ >lL. 0 ..~- (j) ~ W Q::ci U o Ow W (/)~ ~ (/);: ~ LL ~Q:: a...~ <( 0 Z >-w <( en--.J I-- 0::: - au 0:::0 Z 0.. OJt.O 0 W N - --.J cr:: ~ 0 0::: I >- 2 N o I w t.O I- .- <( I o I'- (/) I- Z W ~ ~ o u >- I- U Q:: W a.. . . (f) W Z (/) o > (f) W > Q:: W 0::: .- N f") .q- L{) <0 DATE 6-4-02 PROJECT NO. 02011 DRAWING NO. C-1 I I'" II 1~231r II .' I wj:' M I WI f/J I ,,'> \ t., 3tQJ <v<V' II I In ", I 11.1 f"" I If' ' ,I 2 ~1 .L 39 I inl I' :/'~ I .1 '.~ II. I: :'~ I II, \:.'~ 1130 .' EROSIO~;:ONTROL f tl~(,iF~; ( E"f1A ) k", ,V\. I SEED IL \'\.~' II 11.\ I~ I t\1 ;j 1m ~r: I-,'n A ~11"].:: t ~111 I :.. 1 ~1, ~ I.. j t~~ ~III I~:I 118 It I .i' r I'H ~j" I I ~ I 1',1 1~~:1 II I. ;. J I CONNE T PROPOSED 15~' R.C,P, III \.... I 3v~~. ~T~~.4~SIN I l j 1"..1 II 2;:;;;- ---- 22i.JST. STORM M,H. J, ~6 r'2 f L <t'KfCATCH BASIN . TOP ELEV, = 21.80:t \ . . '\ INY. [LEV. = 17.oo:t, e I r.'(5\, .". N237J.~~^ I" 5 7 7 Y 5J" 234 \. :., , ~;01!-..~ __ .............-.. 24.2 247 t1862~ ' "... . . . '. .'. '-.-...-. -==r . J" 0 ,. ,f.. .- .' . " :;o-___._u, RCCE SJD(WALK" '. (. " <~ '. ' ; ---:- ~ ' " EXISTING 24' " 9...,..- .~~~~~.~~:.-=--~~~~~~' , ~ . STORM PIPE EXISTING 18' . ~ ~ ~ -:-- ,,,../. "s '89.55'14" E" \ ----.:, ~ . " . . -. " . 12 .20,'(D)(M)' . STORM PIPE 2nr---:.. 22:75- ~ ~ _. "....--:-~-:- -:- ,-.,--.- ,-:;--, ~ ___' " --"'-= I C----- [,:---\----~:_-HART--~REET-~:M ----=-;~:.==-- "" 1 ~7----~----2~a~~OFC2Nt:J1IAitST,L-===;;== "1' -('~ ---r- 1212 [ _ I t<) ~ 23 15 II '\ " II \ I " II II II II II II II I \ II II II "" I ,~ '.I II II I \ II \ I II II II II II 1.:56 STORM DRAIN 1..56 2/,64 --... ------. ~ ""\ \\ \ I 2398 2449 EXIST. SIDEWALK TO BE REMOVED BACK TO THE NEAREST JOINT FOR DRIVE CONSTRUCTION 7.50'(P)(M) N 00.00'00" E I I 2S~7 I I S 89.57'19" W N 00.00'00" E J[i4,50 --= - N 90'00'00" E 116.32'(M) - - -- - - - ----- ""-"'" -m 235 235 ~ ~~ 4 . Ll 4 . ol~ N',,' #_ ~~ . I .,,4 1.68% "0 ..-.../'V"-c, 23.7 0.50% ~ ..-.../'V"- FOOT lYPE C INLET GRATE ELEV,= 22.66 I.E.= 20,29 r ~ , o "0 4 " o " "" sin:- '-" '-" 3:'~ " I" '(00 .- 0 "'<j- 0 ;jP o 0 o 0 zz I I~ ~~ ~. iV ~I~ [' 23.8 24 5 ~ ~ ~I o 4.5 232 24 M~'rERED END S CTION I. .=20.00 STORM MANHOLE TOP ELEV.= 23.50 I,E.= 20.08 ,5 . " I~ I~ .~ J52 'lJ..J I~ ~~ C)~ il G ~ . . ~I< ~, ~ ,I" ;.4-0 MITERED END SECTION I.E.=20.00 PROPOSED OFFICE B4j~DING 233 F.F. ELEV.= 25.00 ~~ ~. ~ iV ~ '.8 ~ 6" CLEANOUT TOP ELEV. = 19.10 INV. ELEV. = 17.75 Cl Z o 0- Z o ~r' ~ ~ ~ 253 01 24.2 21,4 / 2,7,36 +- 3:1 '(o\"r--- .- ex) ".:t N "-'0 gl~ z, I I I 1 \~ '-..' 2421 I ~----, I , ! CNE STORY ')ASO"-JRY ov' LD NG 60.05'(M) 60.00(P) 246 r----' 'i ONe:: STORY J IWOOD FR/;,,'v1t:.1 I i, ' 1l.-_------1 1.0% ..-.../'V"- FOOT lYPE C INLET GRATE ELEV.= 23,90 I,E.= 20.48 246 80 LF 15" RCP @ 0.50% ..-.../'V"- I t IdS o I~ 481 (I) II I I I ________ 25 II I TWO STOR'( II I WOOD FRMAE I i--" I I II I Ill-, 25.31 I ! '---______..J O~E STOR'')'" \/~ASO~,j R"/ E-3:-,'!LDING i-----------------'--------'--------l I I I I I I I i , i 1.0% ..-.../'V"- i I 1 I I I I i , I ' , , I i L___,____________________,__________~ 242 -- i 1.0% --..A./"- 25.2 I r--l I [SHED L4r-~~--111'------------i I! ww I Ii Cr::O:.' lONE STORY ! ~u i WOODo'Rf",~(E ! 02 I I uS : 1_____L__,___-, II I j i II l.__________J I I ~_.J ~ ~ ~ ~ cJ ~ cJ ~ EXIST. SIDEWALK TO BE REMOVED BACK TO THE NEAREST JOINT FOR DRIVE CONSTRUCTION SEC. 1 0, PINELLAS TWN. 29 S, COU N TY, RNG. 15 FLORIDA E. ~ ~ Scale 1" - 20' GENERAL NOTES: LEGEND FCM FOUND CONCRITE MONUMENT FIR FOUND IRON ROO SIRC sa 5/8' CAPPED IRON ROD No, L87078 FIP FOUND IRON PIPE (C) CALCULATED MEASUREMENT SNJd) SET NAIL <t DISK No.LB7078 (D) FURNISHED DEED MEASUREMENT (;~~ TOWER BASE (M) FIELD MEASUREMENT (p) PLA T MEASUREMENT 0 GROUND RING O.R. OFFICIAL RECORD ~ UTILiTY POLE PO. PAGE ..- GUY ANCHOR P,O.B, POINT OF BEGINNING H IRRlGA TlON VAL VE P.O.C, POINT OF COMMENCEMENT A!C AiR CONDITIONER P.O.T. POINT OF TfRMINA TION LFr LOWfST FLOOR ELEVATION U/E DENOTES UTILI7Y EQUIPMENT R/W RIGHT OF WA Y +\) FIRE HYDRANT ASSE:MBL Y OHW OVERHEAD WIRE 00.00 SPOT ELEVATION OHG OVERHEAD GUY WIRE 0 NCF NO CORNER FOUND/SET OAK TREE (SIZE AS NOT[/)) ~ WATER MITER @ PINE TREE (SIZE AS NOT[/)) - DENOTE:S BUILDING AREA * PALM TREE (SIZE AS NOT[/)) 1, ALL ELEVATIONS REFER TO N.G.V,D. OF 1929. G.C. TO CALL SURVEYOR FOR ONSITE BENCHMARK. 2. ALL WORK TO BE DONE ACCORDING TO LOCAL REGULATORY AGENCY STANDARDS AND SPECIFICATIONS. 3. ALL DISTURBED AREAS WITHIN 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 LOCA TlONS SHOWN ARE APPROXIMATE. CONTRACTOR TO VERIFY ALL LOCATIONS BEFORE BEGINNING WORK. 6. THE CONTRACTOR SHALL PROVIDE ALL BRACING, SHEETlNG OR SHORING NECESSARY TO CONSTRUCT AND PROTECT ANY EXCAVATlON 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. 8. BACKFILL MATERIAL SHALL BE SOLIDLY TAMPED AROUND PIPES IN 16" 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,I. 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. WHICH SHALL BE MAINTAINED AND MODIFIED AS REQUIRED BY CONSTRUCTlON PROGRESS. 405 N. MYRTLE AVE. SITE DATA ZONING = "c" USE = SITE AREA PROJECT AREA COMMERCIAL / OFFICE GENERAL = 42,758 SQ. FT. (0.98 AC.) = 42,758 SQ. FT. (0.98 AC.) 11. THE LOCATION OF ALL EXISTING UTILITIES SHOWN ON THE PLANS H.A VE 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 CONSTRUCTlON SHALL BE RELOCA.TED 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 UTlLlTY 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 OTHERWISE NOTED ON PLANS. INSTALLATION OF P.V.C. SEWER PIPE SHALL CONFORM TO ASTM D-2321. A LATERAL SEPARA TlON 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. 13, CONTRACTOR IS TO PROVIDE EROSION CONTROL/SEDIMENTATION BARRIER (HAY BALES OR SILTATION CURTAIN) TO PREVENT SILTATlON OF ADJACENT PROPERTY, STREETS, STORM SEWERS AND WA TERWA YS. 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/OR LOCAL AUTHORITIES, EXCESSIVE QUANTlTlES 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. 14, ALL UNUSED DRIVE APRONS TO BE REMOVED PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY. EXISTlNG BUILDING = 0 S.F. EXISTING ASPH./CONC. = 0 S,F. EXISTING OPEN SPACE = 42,758 S.F. PERVIOUS AREA = 42,758 S,F, OR 100% PROPOSED BUILDING = 7,194 S.F. (GROUND FLOOR) = 13,250 S,F. (GROSS BUILDING) PROPOSED ASPHALT & CURB = 17,832 S.F. PROPOSED CONC. SIDEWALK = 1,892 S.F. PROPOSED OPEN SPACE = 15,840 S.F, IMPERVIOUS AREA = 26,918 S,F, OR 63,0% PERVIOUS AREA = 15,840 S,F. OR 37,0% FLOOR AREA RATIO = 0.17 PARKING TABULATlON REQUIRED: 1 SPACE PER 250 S,F. 13,250 (GROSS) S.F. / 250 = 53 SPACES 53 SPACES REQUIRED PROVIDED: 3 SPACES @ 12' x 19' (HANDICAP) 46 SPACES @ 9' x 19' 49 SP ACES PROVIDED . U~ Z~ ~e9 u. ~fI)Z m ~ ~ ~ ~~ ~ ~~ ~ Z~ Zo S ~~ z ~~ 0 ~ I ~ ffi ~~w ~ ~rJi m ~ ~ ~U t:....... ::> 0 ~ ~~ ~ !' m ll') o ll') en I co o I") 0::: I' ~~ co ....... en I' CD N :::1'<1'b 01") co x t5C3~ 0- _0::: o:::gll') o:::u...N W .g ~~I L5oco J:~I") :::11' 00....... .- I' I") N .- I' '-' ~ c o J:: 0... 0::: 'Z <{ W ~ ~ 0- Z W W (9 U <{ Z -.J - ~ 0) <{ <( U ..- N cr::: - w.q- 0::: Z I- ~c.o 0 _t"- O <{ :)1'0 0.. (/)1'0 - w.J 0 (J) <{ >l.J.. Z (J) ~ .-J 0::: ~ <{ W ofS W U (/)~ (/)~ .... LL ~ ~3: G 0..0::: 0 Z >-~ Z (I)::J <{ aO - 0::: - 0 0::: a D- en to <( n:: W (9 -.J .... ~ (9 0::: z >- > 2 <{ 0- N a w I to f- ..- <{ I 0 J'-.. (f) ~ z w :2E :2E a o >- ~ o 0::: W 0.. . . (f) W Z (/) o > (f) W > 0::: w lY: ..- N r<) .q- L() <0 DATE 6-4-02 PROJECT NO. 02011 DRAWING NO. C-2 EXIST. SIDEWALK TO BE REMOVED BACK TO THE NEAREST JOINT FOR DRIVE CONSTRUCTION N 00'00'00" E 7.S0'(P)(M) S 89'S7'19" W N 00'00'00" E 60.0S'(M) 60,00(P) II I N 90'00'00" E 116.32'(M) @ -:;-- ~ :-;- o " I r . . . 4 . d " o~ " d 1 .1 o ii r..(j . .. , d tJ. <l " .. j '" fl <l q CD CD <l ~ 4 4 . ,5-i, OONC~ET,E WAU<. . , 0) -:-~~-= ,-~....-- -~-l <f ~ ~ 4 .1 W tJ 5 z o u 0) o In INDICATES APPROX. LOCATION OF EXISTING 10" WATER LINE PROPOSED OFFICE BUILDING ,,4 ~ .. .e ~ INDICATES APPROX, LOCATION OF EXISTING SANITARY SEWER LINE o z o a... <f 0 Ll ~ % ~. ~ z o i= z w b 0::: 0) STORM DRAIN 50 LF 6" PVC @ 1,00% PROPOSED 1" WATER METER ." CD "4 5' "qoN9RErE WALK. 4 ~,j - ------- ~ "'\ \\ II '(o!"r--- .,- CO .~ N "-'0 gl~ z. 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 I I I I \~ \.... 1'--------'-,._-_._----------- i I i I --'--1 0,",::: S-:-ORY ~vlp.,SO~RY 3~..)iLDi:_~G DUMPSTER PAD PER CITY CODE/SPECIFICATIONS (SEE DETAIL) r---'--~O R'v-: i ONE S: '. , ! :\'VOOD FRi\Iv',E\ i \ , I IL-------,--~ ........ 16 ........ I~ o r<1 o l/') N w I t o 1.0 o o b o (j') SEC. 1 0, TWN. PINELLAS . U ~ Z t) z ~ e3 t) .. 00 Z r:n ;a ~ I() ~ ~~ 0 I() 0'> ~ ~A I co 0 I") ~ z~ Cl:: " ~co~ Zo 0'>" ts ~ ~ ....Jc.oN ::;).,j-t:;, 01") CD X Z ~~ ~ w<:G:: 0 ,",0 0- ~ I Q.; I() _Cl:: co Cl::gl() CD ~~ W Cl::lI..N W .g ~ :r:z I ~~ ~C5 WCO ~~ :r:zl") ::;)" r:n oo~ ~ " ~~ I") N E-4 ~ " ~ ~ r:n Q) ~~ c: ~ 0 E-4 ..c: ~~ a.. Z ~ ~ ~ U ~ r:n 29 S, COUNTY, RNG, 15 E. FLORIDA Scale 1 " I \ \... I II I," II \ 11.\ ? II I r'l ,', , II I WI VI II I 1['1 ~'; ,\ ;-l II I 1111,":1:\ II 11-'1 L",j \ II ~ ~ POW<RZ4r~ " II ~I'g II' ,II \ II ~'g I" \::'k' 010 .I ,'.'-" II z'z POWE:R~PO~, '.,'~ I ' .: LX) II It I;'~ . , I II I IIJ \.:r, II I II~ t' ','~ II I ~ig II I I~ I'~FI I kj II ~~,II II I ,s 11,\ I'~I 1-1 - I ~ h: III 'l!.J ~Ij, II I I ~ ~I:.I "'. II "I ~ ~ ~II'I 1:':\ ~ II I ~ ~ ~11i I:, I I:! I ~ I ~ \. ~] ~~ II ~ I <:: ~III I~:\ I!~ II I ~, Ii I i' ~ II I I II,! ~, I I 1I"j 1~:1 I I r1 (,I I I 111 "j +-O---/7--t--~, [ l 1 I ~ I' ," // I I . , ~ =-- ..-/ II I ~ 1sT, STORM M,H. I' r' .L ,JexrCATCH BASIN . I TOP ELEV. '" 21.80: I' , ' /NY. ELfY. '" 17,00: 'e I I : I I ,\ . NS~J'S5'SJ" t3:i!/:%/J[~~itt:~Lffl.80 L I POWE~POLL>:~. '.. .~~!:~?-:,~ ___ - NORTH INV", 14.45 1SM t18'62~" " ',. , '" ~--...... ,- - - SOIJTH INV'" 14.45 ~XISTlNG 24' I ----:.-:-. ,', ., " r-;:-. ~ 'J: 'COHGRtrrE $IDf,WALK. . " " ---.- . EAST INV= 14,50 ........ STORM PIPE T '. .". ' ~~,.. . ',' ~.. -:.JiIIOlI'III"..,liJllCir/llr~ , ',;".,......,,?, ~'.......:..-' ~. ........ ......J~!E.Gpl;~ -... '. ~ ~ 89~SS'1:".~~" -:- _ '-,'-r.- 1~~.20'(D)CMl. I I I r----.---- --~-:----------------- : ~l-_--Lz-=- _1==: ~~~MA~~l!!#/;~~f~A ~~======= ________ -== POW!RAA! I I I / = - - ::= ::: ~.=- .=- rz: .=- .=- .=- _2'~O'-' C. ,8- .=- J ~ - T I ( _ -==- - - -POWERPOL~ I - - 4.5' CONCRETE SIDEWALK - - T - I I : 4.5,c~rr~[W~LW ~ ~ - I ~ I LW - "l~I- - - - I~I - I ~ \ -I ~ T = I I +- WA TER METER ~ \ c:l ~ EXISTING SEWER MANHOL~ I u I ~ I c:l I I (Tr'p) 18 U I ) 0 l NORTH RIM ELEVATION", 24. 19' ~ 0 U I I I . -j ~ a WEST INV", 20.64' ~ I ~ I ~ I I I EXISTING SEWER MANHOL~ [L ..., )..., I I NORTH RIM ELEVATION'" 22,62' "t _ I ~ ~ " W~ST INV- 20.J6' EAST INV"" 20,25' 3: ~ ~ - - 20' LEGEND FCM FOUND CONCRIT~ MONIJMeNT SIRC sa 5/8" WPF:D IRON ROO No. LB7078 (C) CALCULATED MEASUReMENT (D) FIJRNlSH~D DEeD MEASIJReMfNT (M) FIELD MEASIJREM~NT (p) PLAT MEASIJR~MfNT 0, R. OFFICIAL ReCORD PG. PAGE P. O. 8. POINT OF 8EGINNING P,O,C. POINT OF COMMeNC~M~NT P.O.T. POINT OF TERMINATION LFE LOWEST FLOOR eLE:VATlON R/W RIGHT OF WAY OHW OVeRHEAD WIR~ OHG OVERHEAD GUY WIR~ NCF NO CORNER FOUND/SIT 5YJ WA TER MITER _ D~NOTE:S 8UILDING AREA ['-----------------'--------'-- : l : O,,-E STORy i I 'k".sONR( I BUILDiNG r----------~ I I ! ! TWO STORY WOOD FRMV:E I [__J ------' , i I I ! I I ~-I ' j I I I ~_____J 11S~~t-------------: I j n'~' I i i ~~ lONE STORY : , j 1- I I >() vVOOD "RA~IE ! OZ I () 0 I () , PROPOSED i FIRE HYDRANT - ------- ASSEMBLY 1_'; i i I I , L_______J cr w ~ z w U .--J ~ 0') <{ () ..- N Z - W<<t Z cr:: <t r- I-<D ~ -I' 0 :::>t<) ....J 0.. (/)t<) - W-.J CL (j) ~ >l..L. (j) ~ ~ 0:::: . >- W ofS W () (/)1- ~ (/)~ LL ~ ~3 - 0-0:::: ....J 0 z >-~ ~ m~ ~ cr - aO :J cr:: a D- O) <D W .--J ~ cr >- 2 N 0 w I <D f- ..- ~ I 0 I' FIR FOIJND IRON ROD FIP FOUND IRON PIP~ SN&D SIT NAIL & DISK No,L87078 ~~ TOWER BAS~ 0' GROIJND RING c-w IJTIL/7Y POL~ -+- GUY ANCHOR ... IRRIGA TlON VAL V~ AlC AIR CONDITIONER IJ/~ DENOT~S IJTIU7Y EOUIPMENT +-0 FIR~ HYDRANT ASSEM8L Y 00.00 SPOT ELEVATION <) OAK TREE: (SIZE AS NOTl1)) @ PINE TREE: (SIZE AS NOTElJ) * PALM TReE: (SIZE AS NOrtlJ) 405 N. MYRTLE A vr. PROPOSED 6" PVC WATER LINE TO BE CONNECTED TO EXISTING 6" WATER LINE AT EAST R/W LINE OF VINE AVENUE (200 LF:f:) , , I I I ) : l___________,__________________--.--J EXIST. SIDEWALK TO BE REMOVED BACK TO THE NEAREST JOINT FOR DRIVE CONSTRUCTION (/) I- Z W ~ ~ a () >- I- () 0:::: W 0- (j) W Z (/) o > (j) W > 0:::: w n:::......Nt0 v iD<O DATE 6-4-02 PROJECT NO. 02011 DRAWING NO. C-3 RW LINE 7.50' -- F,F. EL,=24.50 24 24 -, ----------EXISTIN-G-GRADE-------- --' ------- ~~O:EV~J~~~_==_[_~-------- __ ___ 23 \ ~~OE~LOPE 23 22 - I I __~1______ ______ __~ 20 19 18 17 r~ S,H.W.T,= EL. 20.00 8" [ I I t- ---,-, __L_________,___________,__________________________ 22 21 20 19 1 8 ~---------------------- -------------------- -----------_._-----,---_._~-----_._--------- ------------------- 1 7 POND SECTION NOT TO SCALE BAFFLE ~ (SEE DETAIL) \ - -0.47' WEIR -- ~ - 36" n6" \~ Q U.D~ C 7 \ ~INV, = I L -..J GRATE ELEV, 22.80 t 1.00' WEIR ELEV. = 20.52 t r-- 6 'd I 6" 18.75 t BOTTOM OF BASIN ELEV. 17.50 A-A / ri,::r :J: co :J: 0 :c co ,r;Ij ~ ~ ~ ~ ~ ~ % 24" ~ ~ ~ ~ U.D ~ 15" RCP ~ INV, //17,50 J 6" S I SIDE VIEW CONTROL STRUCTURE N,T,S, NOTE: BAFFLE ON ALL SIDES FRONT VIEW CONTROL STRUCTURE N,T.S, Co I o .-- ~ ~ Co '<:j- z ~ ''<:j- 14'-8" f6" DIA, STEEL BOLLARDS r---- ~ON:~LE~(~~______~ I · 1.\ 1 I. I 1 I. I. I : - 1-- -c!J--------U--i -: 1- 1 CD I - I I. 1 ~ ~~ I. I : - ~ ~ ~~ c? - : 1 - I 8 go.. I - I 1- I ~ ~ I - 1 I. I 12' CEARANCE MIN. I · I 1- 1 I -I I 1 I I 1- 1 1 -I I., .1 I @ @ -I 1 I '- 1 1 I 1 ~ I I : L__ __ ~___ _____~ : J (9) SWING GATE- (~P,) DROP PIN HOLEJ~ (~P,) PLAN ANGLE IRON SUPPORT FRONT ONLY NON TRAFFIC GRATE 8" MASONRY OR APPROVED R.C. PREFAB 1'-6" NO SOD) 2'-0" FI L TER MEDIA GROUT TOP OF HOLE 6' LONG PRECAST CONCRETE WHEEL STOP W /HOLE TO ACCEPT #6 rI FOR A SNUG FIT 8" FROM EACH END ~ 2-#6 rI DRIVEN THROUGH WHEEL STOP TO COMPACT~D SUBBASE ~ PAVING 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 IrJ1 .1 6 :J- ~': ~I '.~ 'L '(7: . V 1111-1111 U I11I !III COMPACTED SUBBASE I . - 6' MAX. ...1 ;- # 5 OR N 57 COARSE AGGREGATE (NOT FILTER MEDIA) TREATMENT I 1/2" ELEV. = 21.80 ~ BOTTOM ELEV. = 21 .00 S.H.W.T.= EL. 20.00 1 -1 7': ~ -.-- 15" to 3' MIN. 1~8" .11111.1111 112"L ~ ~ ;.".;-<'~~1'" ~ ,;<<' )i x "X "Xxx x/< xx / xx~~~tl< 1111=1111 ^^ -<,,' <<' = o I ~ ~ooo; ~ovocooio Ir ;goooooc";ooo c occ~ooooo'ocot'}OOo ~~....~....:.:...~..I....(.......,,~...y. \~o:Ji":~:: oOO"OOOCleoOoO C v 000 00 .Ji"-i":,,,",';:;';'''-:e~I;''''' ".,.!::' ol>oO'~:>"o(J o C 0 00 Co 0 0 0" o~_( .t""'''.':'''l''~\ 1;....\,1:J....,...jo ..;, oo~~'-- "';o~ ~ooooooooc ::~~;~t~t:i.~~.:.~:"~?:-;'~~~:.t g~ ~Oi> ~o-o?oOio~;ogo....oo~~~~...;--.~~t)o~..:.1f;.:-,,~~\,~.; gg,~ ~~o 000;0 ~ooocooo~~oo f;.tlt~;~~~~;~t~~.;~4: g~~gog~~~' ~ .... ...... ...... 20' ~ OPTIONAL -::; ~ POST <( POSITION ~ I- a::: '- ~ PRINCiPLE POST POSITION, CANTED 20. TOWARD FLOW 2' BASE 6" INV. = 18.75 30 MIL. P.V.C. LINER I (WRAP ENTIRE SYSTEM EXCEPT-1 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) FILTER FABRIC SILT / . FLOW / 1111=1117) #=1111=1111=1111=1111= EXIST. GROUND FILTER SAND DATA CLASSIFICATION: SP (ASTM D-2487)-2CM/SEC COEFFICIENT OF PERMEABILI~: 4.03 x10 EFFECTIVE GRAIN SIZE: 0.25 mm UNIFORMI~ COEFFICIENT: 2.80 PERCENT PASSING #200 SIEVE: 0.3% (THIS IS FILTER MEDIA) LOCATE WHEEL STOP 2-1/2' FROM EDGE OF PAVEMENT TO CENTER OF WHEEL STOP SILT BARRIER DETAIL WHEEL STOP DETAIL UNDERDRAIN DETAIL NOT TO SCALE N,T,S. NOT TO SCALE W I If"~fJ:c=r= F~/ ) ,7 I ~ /;~ ~ k-:~ 6" ~ I~ / II ! II I-I I-i I rot: : [I : IPl I I-II II_I I I I I I I I II I I ,I I '-:1 I I II_I TOP OF GRATE FINISH GRADE FLUSH TO TOP OF CURB 1" RADIUS MEDIUM BROOM FINISH CONC. PAVING ~ 24' DRIVE 19' PARKING ~ ~ ~. . ilLl -- . . 1111 6" 6" ALUM. GREASE BAFFLE, 1/4" THICK ATTACH W/ANGLE IRON. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR APPROVAL 1 1'/2" TYPE $-3 ASPHAL llC ~ CONCRETE SURFACE COURSE ~ . ,", ~ ~of.. (~\~ ".~..\...:.,..'.::.:f.~,. ~ ~,/. '..~:..:-.::.:~...:.~,:."::..,..~. '.~':>L:;.\.;:',>:"" ,..~ ~ " ,::":,,,:,^,;,~,;,<,,:,:..:~.~>:::>;'<'~:~;'/.';::.:'-"" .,' .....,' .. ',,' ':1 "~ ~. .... ...." \,,, ,,< .. ' 6" L1MEROCK BASE . ,.," /';".>: ~..::.:,<\.:::~~CI::r~,>..;?;: ><::'~':""'," ". ~ 6" BASE \ 12" STABILIZED SUBGRADE MIN. 40 LBR MIN. 95% COMPACllON lTI~: :1111 A A.1111 III~II L... 12" COMPACTED SUBBASE SIDE VIEW FRONT VIEW GREASE BAFFLE N,T.S, CONSTRUCT IN 10' LENGTHS TIE-IN LENGTHS 8' MIN.-10' MAX. TYPICAL PAVEMENT SECTION VERTICAL CONC. CURB N.T.S, N.T.S, OUTFALL STRUCTURE DETAIL NOT TO SCALE tD .1. ff W- ~ ~ I 1 r'. 1 - GRADE 14" -TIE BEAM WITH 2-#5 REBAR CONTINUOUS rSWING GATE (~P.) .1 ~ I -:>-1-#5 @ + 4' CENTER + I -L GRADE , I L 3000 P,S,I. CONC~ SLAB -MONOLITHIC, MIN, 6" THICKNESS 6"X6"/1 OX1 0 W,W,F. 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 S~LE 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,I, 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 CAPACI~ TO BE AT LEAST 2,500 P.S.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,I. AT 28 DAYS. 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, CONCRE'TE MASONRY WALL CONSTRUCTION MATERIAILS CONSTRUCTION, AND QUALI~ 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. r . 12' CLEARANCE MIN. '-6" -8" 8"X16" CONC. FOOTING W/2-#5 REBAR (~P) 1, ALL IREINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A-615, GRADE 60, VERTICAL REINFORCEMENT SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL, AND SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM. 2, IF A SLAB DOWEL DOES NOT LINE UP WITH A VERTICAL CORE, IT SHALL NOT BE SLOPED MORE THAN ONE HORIZONTAL IN SIX VERTICALS (1 :6). 3, HORIZONTAL WALL REINFORCEMENT SHALL BE STANDARD TRUSS ~PE 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.I. 5, MORlOR SHALL BE ~PE 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, ELEVATION DUMPSTER ENCLOSURE DETAIL NOT TO SCALE . C,)rz:l Z~ ~e3 c). .. 00 z rn ~ ~ ~ ~~ ~ ~i Zo s ~~~ Z rz:l (; ~ I ~ ~ ~~w ci6 ~ rIi rn ~ ~ E-t ~~ ga ~ ~ E-t ~~ ~I rn Lt') o Lt') ~ I ((l o I""l 0::: r-- ~~ ((l ,-... ~ r-- CJ:)~ ::>~c. Ol""l CI:l X w~G: 00 0- _0::: O:::SLt') 0:::l.J..~ W ,a; i:!:~ I <t:0((l WWI""l :X:Zr-- ::> 00'-'" .-- r-- I""l ~ .-- r-- ........ CD c: o ..c: a.. \\,,\ l H,V I II/Ii I \\\':;\?~~it. :~3;~lti 1J:'/~/1 ' ,\, ,{J_::J 'A "''-II ~ \.~ ' . 1I..it .. III ~ /~j~~~~: ~~e.;J.~ ~""~. ~.~ ~if , ., l' V ,. ".! . j,lJI (~ r: ~. (.1'1 ~ ~~ ~ -- ,~ '~, "<!,.,<< '),11 r,' ~\,:u;.~ t ... ~,t,~~~ ;~' !~ ~~ ~, -~ l" \I".~~ . ~'\~. ~';!t ~., .f %~\0w~~, ~co..~~~ ~,~, !f ~, ?i-.': .'.1 ,.~~ ~'; ~' ;;... ~_\ ., ~w. t" 1'1/ q ->~""\"1~~};\,,, ':,~~III '"", "~',,' \\,,,,\, ..'t.", 'I/Jil'" 0::: "\ W r--- z w U --.J ~ <t: u z g: o ~ (f) <( (f) ~ ~ W u LL o 0::: 0... W --.J r--- 0::: >- 2 N a w I r- ~ <{ I o f'. 0) ..-- N w.q- I-<D _f'. :Jf'0 (/)f'0 r- w W I (f) -1 <r: r- w o -1 > U w-.J >lL.. O:::~ 08] (/)1- (/)<{ ~ <{3: 0.-0::: >-<{ Z (l)~ <( aU Q::a m<.O ~ z w ~ ~ o u >- I- U 0:: W D- o .. w (f) (f) z > o w (f) 0:: > W 0:::: ~ N f") v L[) <0 DATE 6-4-02 PROJECT NO. 02011 DRAWING NO. C-4 6 6"2"6" ~n~ HANDICAP ...Cl... 6" WHITE RAMP 12: 1 5' /H/C SIGN RAMP 12: 1 6" BLUE 6" BLUE",\ ~r. jWHITE 5'L6 12' Z <C --I CL I::! (j) w w (/) 12' 1.5"R # FTO-25(F,D.O.T.) I TRENCH DRAIN , 10 3/4" <0 10" , CONC RETE SU\B 0Cl GRATE ~ 1/2"- PARKING BY DISABLED d' PERMIT '..:l. .4 ONLY 1,5 4 '4 $255.00 FINE ] '..:l d. 4 F,S, 318,14 4 d . 4 4 12 0 4 '" # FTO 55 F.D.O.T.) r-.: 4 GRADE NOTES: 1, ALL LmERS ARE 1" SERIES "C" (F.D,O.T.) 2. TOP PORTION OF SIGN SHALL HAVE A REFLECTORIZED BLUE BACKGROUND WITH WHITE REFLECTORIZED LEGEND AND BORDER. 3. BOTTOM PORTION OF SIGN SHALL HAVE A REFLECTORIZED WHITE BACKGROUND WITH BLACK OPAQUE LEGEND AND BORDER. 4. SIGN FABRICATION FROM 0.063 STEEL, POST TO BE "U" TYPE FLANGED STEEL AND SET IN CONCRETE 12" x 12" x 36" DEEP. TOP OF SIGN TO BE SET AT 7' HIGH. TRENCH DRAIN PARKING PAVEMENT MARKING NOT TO SCALE NOT TO SCALE 5" THICK CONCRETE" 4000 P.s.t. MINIMUM STRENGTH LOW SUMP (MAX. J" - 4") NON-REINFORCEO . U r:z1 Z t) z ~ e3 t) .. 00 ~ 00 ;a~ tJ') ~ ;~ 0 tJ') m ~ ~ I co ~ Z~ 0 t<') Cl:: I' ~CO~ Zo ml' (] ~ ~ caN :::>.q-t:;, Ot<') CO X Z ~~ ..- W<C ~ 0 00 0- ~ I ~ tJ') _Cl:: CO Cl::~tJ') CD ~~ W Cl:: N W .g ~ ~~ I I-4rJj i:50CO 00 ~~ ::z:~t<') :::>1' 00 o 0 ~ ..- I' ~~ t<') N ~ I' ~ '-' rn Q.i ~ c: ~ 0 E-4 J::. ~~ CL Z ~ ~ ~ U 00 ANGLE FRAME SYSTEM WITH ANCHORS ::~"~:'>~'.";<!,:~'~:',~,.:., .,~.;.'~.c:::..~.tA~/ES, (asJr MIN/MOM) . :;'; .,' \i':", :,>"~:<:::;:':';::"::; <:.':;~ ;',:'\:::: ;.;~)!;~:,;~ :7<~::::;~>;::;:~':~::;~~:~S:~::~::::d;':;';~~,<~:::~S:';':/::,i:~~~~:::<:: A' 4 4 4' "'==111 " I1III1111 : III1IIII111 WIIIIIIII -=111 12" STABILlZE.'O SUBBASE (LBR 40) GDVERAI. CONCRC'fE' PA 'ANO NOTES: t. Ai./. .laN7$ AND CUR'rC EJ)(;E OF" PA VDlENr RAOU TO HA'rC 8E1.J. FOOTER (AOO 2- THICK C'ONCRE7E:). BE'(;(N 2 n: fRQ,f EJ)(;E FOR AlINIWAI t. $' n: HID TH FOOTER 80rrcM 2. TO El/ItIINA'fE' SMAI.J. NARROW ItE1)(;t: SHAI'f:!) AR€AS THA r AlA Y CRACK lIP, AN EXTRA 2 n: A r rAf'fR TO BE' AtJOEl), .l SAW.KXNr SPACES: S;JHlrfI&- _t~rh:o.&lAl/UlNr _J;!{7il'l TO .r NPTH ~ NO .laN7$ SHAi./. BE' LOCA TED IN VALLEY OF" INIERTED CROIIN. oS .KXN7$ SHAI.J. INTERSECr HlTH EJ)(;E OF" PA VDlENr A r AI"Pf?O>>AlA TEL Y 90' 8. .KXN7$ SHAI.J. INTERSECr HlTH Ol?ff:R .KXN7$ A r APPROXIAIA TEL Y go' 7. NO '/()(N7$ SHAI.J. STOP A rAN INTERSE'CTlOf( HlTH ANOTHER .KXNr. 4 IlSE CURfNtJ COMPOIINO AFTER SE7lJP. IlNUSS OTHCRHlSE APPROIED 8Y ENGtNEER, Ct/RINO COUPOtINO SHALl. (X)NF()f?M TO THE IfEfJlllI?OtIEN7$ OF" MSHTO lJESfGNA TlOf( AI t #l, rrPf." /)- t. 9. '/()(N7$ SHAI.J. BE' F1I.J.E1) HlTH APPROIED .KXNr SEAl./NtJ AlA 'f'ERIAI. BEFORE THE PA VDlENr IS 0f'E'IEI) TO TRAffIC, PRIOR TO SEALlNtJ EACH .KXNr SHAi./. BE' THROIIGHt. Y Clf.'ANCf) OF" Ai./. FORIGN AlA 'f'ERIAI. (lNaIlf)(N(J ANY AlE:Al8RANE CURfNO COMPOIIND). 1a APPf?OIED .laNr SEAURS: A. Pf?EFOI?ftf8).KXNr fltJ.ER. IINLESS OTHCRHlSE APPROVED 8Y THE ENGtNEER, ~ .laNr f7lJ..ER SHAI.J. Alar THE IfEfJIIIROtIEN7$ OF" MSHTO AI 15.:1. 8. .laNr SEALER FOR PA VDlENr SHAI.J. (X)NF()f?M TO THE IfEfJIIlREJ,(EN 7$ OF" AASHTO lJESfGNA"CW /) ~ EXCEPr THAr /#HEN THE SEALER IHLJ. BE' IN ccwrAcr HlTH ASPHALTTC AlA'f'ERIAI. "SHALl. Alar THE IfEfJIIIROrIEN7$ OF" AS'N /) ~ srASlUZED SV8GRAOC: t. THE srASlUZlNO SHAI.J. BE' f()() r rrPf." 8. 2. "SHAI.J. BE' THE CCWTRACTOR'S IfESPCWSI8II.ITY THA r THE fiNISHED I?OA08E'D SEC"CW AlEC7$ THE 8E'ARfN(J VAl.IIE IfEfJIIIRENENTs. IfEGtlARtXESS OF" THE fJIIAN"TY OF" srASlUZlN(J AlA 'f'ERIAlS NECESSARY TO BE' AtJOEl), ..1 AFTER THE AlIX/N(J ~"ONS HA'rC 8E'EN COW'lETED AND IfEClIIIRDIEN7$ FOR 8f.'AI?ING VAltlE; I/NIF'ORAIITY, AND PARTfaE SlZE HA'rC 8E'EN SA "SIFTED. THE srASIUZED Mt'A SHAI.J. BE' C'OUPACTED TO 98J1 AI()()(flf1) PROCTOR POt MSHTO r-tea TYPICAL CONCRETE PAVING SECTION NOT TO SCALE cr:: w r- I- Z W W W I U (j) .-J y: --..l O'l - <{ U ,.- <( - N cr:: w~ I- Z I- f-CD -'" W <{ :)1'<) 0 0.. (f)1'<) 0 - w.J (j) <{ >l.J.. >- ~ -.J 0::: ~ (j) l.i; W 08] I- W U (f)f- - (f)~ --..l LL ~ ~3: I- 0...0::: 0 Z >-~ =:) (l)~ cr:: <{ aO - cr:: a 0 D- en CD Z W <( .-J ~ r- > cr:: - u >- :2 W f- <( o (f) z o (f) > W 0::: ..- N f'0 -.;t L.() <.0 DATE 6-4-02 PROJECT NO, 02011 DRAWING NO. C-5 ~-- ----- . --- -- ,- -- - - -------*---X-----:x-- TREE COUNT - . --~ #3 TREES EXISlING #3, TREES TO REMAIN . #4 TREES EXISTING #4 TREES TO REMAIN . #5 TREES EXISTING #5 TREES TO REMAIN 37 7 11 6 1 1 t N OOCOO'OO" E 7.50'(P, )(M)-~\ . S 8905719" W 6005~n 1 r--':\{ 6'CLF N~DOO'OQ".L&O,O P ===- x ~~~ ~Lr ~-~ ulo' 8" 'I' 0 - I ~'~ '0' ---l i t ! dl" '",..3"1" I lr, ,N 90~'?~.~2'(M) ~~" , I i ! 8" ~8" 12" 310" I'j:~ 5" ~8' ~ !~8" i I i @ ~30" t 29" 6'CLF X--- X +11" 10" I ,24" 7t!1! 8" I I \ I I I I I ~16" :r a ~ IOIJ 6" 8"a 8"a _" 18" , J9 r124' . ," I~ 7" <1"~ilt '~~17' I-~--l 7' ! ~ I : I ~6" lL. --' I,.l, ~ '--' &=- '--' b ~ a ~-:< 9"1 . (~~:~: \l( ~, 7 9" I '8'~ 9 if a ' ~3" ---, I I I g,~ , ! 24_ 14'~~ I ~ ) 17' f- 4> i 27" 1--- I I I 4'CLF ~ ~ LU ~ ~ ~ gz '"" ~ 13 ';4 W ,."" ~ ~.' li..i .'~" ~ t3 ~ N z \!)'. N 8 '\t1 ~ li..i ~ .(3 ,- :2: Z9 ..'V .... .\0 St f ::~, 0 a a z 4'CLF X ---x I I i I ~ 9"ia l"lIC x 2~ 5' i9IJ i 1 6" 2__ 5" a I~___J I "-.--- I I i 9,$' J/ _M' ~ [;aJ r:; 7 I 27' a )C 14" PROPOSED OFFICE BUILDING (GENERAL OFFICE USAGE) 41" S D Z ~ Z o i= z ~ LU ~ . Z \~ .\;.l '~' ilJj'. ;C', ~~. '!jJ ~. W ~ Z .'0 .0 ~ ~ B I I '--1 I I ) I i I I I ' ~ ~ ~ ;;\ ~ J.. 20" ~ ~::. r' '~J L 31"~ ---- ~ // / --- "'\ ~ _______~--..~/ 16" ~=-14" 20IJ 73'~-- ---_____ ---- 10"~ ~ 51.1'.);(J^~5~~"?- e .~~IVI) rv ______ 19"V ,,'2,2"-~~r=-::::~ .." " ,'.. ," ". ,.'~" ",' ~I, '.' ~==~~~~,.~!ST;9:CO,~R~!ES!OP;WALK~..~9uf351~E,'.'.." i.,. ....------------===:----------- ---~ ---- ----. 22" 8"S a 26" _____-.----J ( I 11"1 1111 311 17'1 \. If 23" ~ ~"'--- HART STREET 2' CONCRETE CU,ZB 4,5' CONC:<:::TE S'DEWALK -1' ..,; ~ (.) z Cl '-.) u.~ t<J LW :::.; D2 D. (.) z 8 ~ D2 D. (.) z 8 ~ D2 D. (j z 8 ~ (.) z 8 in t<'i fREE REMOVAL PLAN ....- --- -- SCALE 1":::20'-0" ------... ______ _.--..-_ \iii __ - _~,IIJ__ .. - - - X---X -J<-----J<-1 I 1: I t -- I * - ~ < LlJ ~ ~ ~ . z .-:- - - - - ~GEND ---';(-- x x t t t S 8905719" W 6o.oS1M) 1 6' CLF _N.,pO0 OO'OQ" E 60.o1!(Pt ,.~~~~/ /C; ~- - ~~"$/2~iJ-5' · ~/;0-0;/J /://j //;/~ ,////' 'wfia- . pW~~1 ~' ~~/{;/;~~~~~/ I~~~/'///j/:-/:- //;0~//0//C /;;::;~(/ 0/:-ft' 0/~~~. /~~ 339.78 sq ft ~~~ 243.20 sq ft ~~ INDICATES fROPOSED 6' VINYL FENCE COLOR COORDI~~ATED WITH BUILDING .. INDICATES INtERIOR LANDSCAPE AREAS PAVING & CURBS 19,152 sq,ft. INlERIOR LANDSCAPE AREA REQUIRED 19.152 sq.ft, x 10% 1.915 sq.ft, INTERIOR LANDSCAPE AREA PROVIDED 2,3,33 sq.ft, LAt~DSC/\PE E>UFFER N 00000'00" E 7.50'(P)(M1r\ I -i'- 15'.0''--;< \ ~ i -;( ~ I NI90DOO'OO" E 116,32'(M) 6'CLF :;- '\ l, ' X -X x---x--x-----1 r ...--L ...~ _-::::- - - - - - -.....,x ..0,. ,.---------'------------- I. I . ---~ -- I ['(J' ~ ~' \..) lLl ,.- lLl t3 Z <5 . t..) ~ I r-, ::E ''.4 '--' C.,J ~ ~ ~ lJ,J '~ I 00N '\!) N 'Ie !ill ~ '~ a ~ C;.) . .~ ,:t ~..~..'I 8 " z 4<:: ~ ~. .itS . .\i')' 4J \-=' l.(J' ~. :z .'0 t.) 'r 'j..\; ~ I .tl - -~011{_ --- _- ----:..-._ .. I f- I -+1 I ---- CONCRETE --1 366,34 sq ft /.- ~~%~ .~~j /,'i ~~W, ' //~ //~'ff:W ~ -- 138.09 Sq ft 1/ ;;;;' ~ :::;:<< ~~ ~~ ~& ~ --l ~ 1111~ -- D Z o IL 145,30 sq ft z o i= Z Ll.l I- LU ~ PROPOSED OFFICE BUILDING (GENERAL OFFICE USA,GE) 224,45 sq ft / /://. / W/:/j/ ~~/:-W//.~:/~,~ ///% /'//;/; ;::;;:\ / 0~~~ //~~2~~~ ~ I I ~ Ill- ...J I~ ~~ 'C '--' b t<J c) ~ w 10 a b a I~ \ ><: 1\ I 'I \ lU ~ tt D. I~ I'I~ ~~ I' x 4'CLf x--- X --- X 4"CLf X ---x k------i<- X . I I 280.13 s ft II //~~;~2/j/ ~~ J /~#~'/,~/..m/) "/;::;/)0~W;;;J .1'. _IF~ <?i LANDSCAPE ~I BUFFER "" '(V)(lY1r---- HART STREET 2' CONCRETE CURB 4.5' cor'';CRETE SIDEWALK ~ (.) z 8 'r ~ ~ '.) z 8 ~ (.) ~ D in t<'i -~ ~ - -------- -------. ------=::~-- tv .73Qs; ----___ 5;.77'(fvtJ5&tw-- -- . "" ~-- ------ '. .~~~~tKJr;-.......---.. -....",<:-r.." I' "~~ ~ ---:r=====--===- -- 4.5' cm~CREI~~:'-- 0/ lr \<) ~ ::.. D2 c::, (.) z 8 !I -- INfERIOR LANDSCAPE PLAN 11 - _ _ .,. SCALE 111=20'-0'1 ----~- ~ - - - .-,.1- - . '-.:..... LW ::.. ~ (.) z 8 "\l --. t ~ I I I - - .. ~ N "" 0 dl 3 N , cl) z 0 tS) >- I UJ DL I- Z ill I 2: t- O ....l W :>- ill D ~ \... r '" . oj u z ~s f"@ - ~~ .. Z ~'; Z I- ~ ~ c( U CO" :] ~ WID III I-~ ID ~ ~ Iij~R J U~ ~~ I II ~i! D. ~ ;~ > :).. I n ~ ;~ toU ~ W \- Z W o W-1 '6 l w_ _ ..A"'" :> ~ \- ~ <0 QL Z ~~ >-.. 0_ ~ft ~I- 2 \D ~~ <J) \'0< w ~d u_ o tJL ~ \... ~ 200233 CRAWNBY T.J'z. CHeCKeD BY B.P.U. CATS 06-19-2002 SHEET No. L-1 OF 3 - ~ ~ LU ~ ~ ~ . :z --- --, -- - ,-- TREE COUNT - -.-. #3 TREES EXISTING #3. TREES TO REMAIN #4 TREES EXISTING #4 TREES TO REMAIN #5 TREES EXISTING #5 TREES TO REMAIN 37 7 11 6 1 1 . . ~ C \:! LW t3 :z 8 C\J .......... ~ .ti ~~ ~.' ~" c:. ce) "" N !S) N '\t:1 ilJ ~ .f3 ~- '.~ <<::5 .~ (:j ~ l' ' E 0 -.~' 8 z ~ ,';'; :~ iLlJ' in ,<s) '!lJ. .f-,; W ~ :z .0 ,\) '~"" .,:..:: iJ'j ~ - - - fO" , .24" 7'~ 8" ~ 10" B 611 5" ~8 ~811 I~ 7" illl_17, 1--'1 7' I~ J 40' 36" @ ~30" 29" ~-I I I ==~ 9"ia .~ I"!'" 1- I I J 27' 2wMi ia D Z ~ Z o i= z ~ I.W "" 14" a PROPOSED OFFICE BUILDING (GENERAL OFFICE USAGE) 41" S HART STREET ----- llJ :::. ~ <J :z 8 -1' \,; ~ <J :z 8 ili t<') TREE REMOVAL PLAN -* --- -- -- SCALE 1":::20'-0' _ _-.__ _ ,______,_11II - - - - ----it---X-------X'- _" 18" 2' ~~ 9' (~ ~ !II IU 1~' I I ~3" ~24'_1 I . 14~K i 27" I ~ I --.-./ 17' r--- 6" 5" ~ "\. Ie 23" 8"8 8"~ 2~ ! I ~, ,C) J9'1 1 \ I 1 I , L - - , &'" J ~ II _ ~ 8il 9118 811S a 2611 1 r----.I I 11,1:,\ I J! 311 17'! 22'1 4'CLF ! ~ 4'CLF X ---x x---x 2' CONCRETE CUF(B 4.5' CONc,<::::TE S'DEWALK ~ <J :z 8 \n tI"i ~ ~ <J :z 8 ~ ----"'--- $J i2 ~ <J :z 6 I,.) X---X ~--x--- ---' - ~ ~ < LlJ ~ ~ ~ . :z ~'- -- - -- -- lr" N 90-=~'~~r2'(M) ~ . ~I' I .... j 8" 1119~. .:811 11~,r I I :~L~ If [ -j ~__ 0 ~~~------ W7~)~ ~ ---=::::==--====- - J 16" _4" I 7'~ ------... ---- 'JO" ~ v/~ -~~ --- 51,r7>-(~A~5'5311~-;- e, " ..~ . IV!) yv _______ 19'IV ~~~ItXJ~1;;t(dNSR'iESjP'WAL(';:'{\~~P1:l'l4:"E. \" . ----==~- ... --' . . --- N 00[00'00" E 7.50'(P)(M)-~\ , S 8905'7'19'1 W 60.0~'lM) r-~\~\r6'CLF Nj2~~OQ" E 60,0,,8~ 6'CLF >:<: ~' 11" X ---- X X ('...... I , ," 12" "':-g .. -ufo" , ',' ~ T II i ,gili 0 9" 10il I i-- i I' "- I I. L91' 8" 8" j"' [;3_ f; 7 I ! I I I I i-I ~-~ I 1 I (----#~5 i'" I 7 ,~ \. 9" \.l-.. 18V' ~ 8" . '--' 91' ~ &::- ~. b ~ t<J ci N--- x 1 I 1 ,lgGEND ---k- x x INDICATES PROPOSED 6' VINYL FENCE COLOR COORDI~~ATED WITH BUILDING ~~... INDICATES INTERIOR LANDSCAPE AREAS ~~ PAVING & CURBS 19,152 sq,ft, INTERIOR LANDSCAPE AREA REQUIRED 19.152 sq.ft, x 10"/Q 1,915 sq.ft. INTERIOR LANDSCAPE AREA PROVIDED 2,333 sq.ft. , I S 8905719" W 6o.o51M) 1 6' CLF }J.,.pOrJOO'OQ'~L 60.ol!(P _ _ '.~',_,5'-" ~~ ~~.~~W;a ,. ~~ 339.78 sq ft i I t 243.20 'q ft ~ II LAHDSC/"PE BUFFER N 00000'00" E 7.50'(P)(M1r\ , /---- 15'-0"__..... '. I 1 r-------- x '. L NI90COO'OO" E 116.32'(M) 6'CLF ~ \ 'f' ~X..---c- 9r"'~ ;- - -- ~ ~=-~ - - -;=--..:-~ 1- --l\{. -- , !' 1 I ~- ~ , i i 1 I ,_--- CONCRETE -~ I -+1 144,34 sq ft 138.09 sq ft I/~" ~0;:C;,/},'. /~ ~:%; ~~ ~~ ---- CCl ~ ~:l . (,j . lU . \.- lu '''" '-.) :z. CJ '-.) ~ I ,-, .~ 6 c.,J t9 ~ ~ '~" Id0N '!S) .~ N liJ ~ .~ a ~ ~ ,:t -lijj 8 CiSil 0 '.'1i Z . .J ~ --J ~ 145.30 sq ft PROPOSED OFFICE BUILDING (GENERAL OFfiCE USA.GE) Illig D Z o tL 2~ o 1== Z Ul \- UJ i:IL >Q "'-l ~ LlJ c::. .\1)' . \H. liJ ~ :z .0 \) .1- .,:..:: \l) .(3 / J L1 ~~~\ ~~ ~ \ l~___ - ------ ---- -----=:------------. N ~ __ ---~_.. 5" 1....,55o~ /,17'(ivt) 3'1 W-" -. __ ~~--- --- '..'. .'.',.'.~~--:-r~~-- ~~~~~,.,.,' .,..exjst6'C.()Nd(~tE,SjQe:WAp~, ...~~~'=::::::~~-:---.- ~~~~~~":. ',' ". ," ---":'~~-. ~~',.' I.~~ ~ ~ 224.45 sq ft ~,;~~/:.~' %~~~~.~ /00:/./:./00// . ///////;.// ~0/ "/ :/'/>0 <<</ / /~ //,;/< %;;:/@~~ -..--- '(D)(lY1r - - ,. ., .," '"" ,.;.' ' .'~~ HART STREET 2' CONCRETE CURB 4.5' Co."JCRETE SiDEWALK s: ~ <J :z 8 l~ ~ t2 Q. lj 2: 8 ~ <J :z 8 \n tI"i INTERIOR LANDSCAPE PLAN .... '_ 1M _ .. ,_ SCALE 1"=20' -0" eI _ '.. -'---.-.,- _____11I_____ __t ... --~ -- _18._I.Je:_~_:~,___- III___~_ t :1< I , i + I I ~ I~ I \.L.., ~ ~c I ~ 10 I~ I~ IW jlio I\g 10 IffS I~ I I I \ >< :1 \ I \ I \ 4'CL.f x--- X ---- X 4"CLf X ---x x X---k- x' "" s: ~ D <J :z 8 I 1 ---..-. ------ - ~ N "'" 0 , d) 3 N , d) Z 0 \S) >- W CL 'r- Z w I 2: tL 0 ..J W >- W D ~ \... , . U Z - .. QL w \- Z W U W -1 w~ --1 ~ ::> CL \-- "- <0 ('\ / Z ~u: ~O t2~ >-- >-w - ~~ :2: cJ) z3= cJ) lO~ w Sfd u_ o QL rL \... ~ 200233 DRAWN BY T,J.l. .--- CHECK.ED BY B.P,U. DATE 06-19-2002 SHEE"T' No. L-1 OF 3 -- -""OUI._--"_ --.-:.- - - -~ - :- ,--~ X---x--__ :1< I I -~~-- ~'.-- 1-- L__ I I ! ONE STORY MASONRY BUILDING , L_-- \ I lJNE STORY r:: \ WOOD >'RAM:J -- ~ ~ -< LlJ ~ ~ ~ x--x l I I I I I I I I ONE STORY ~v1ASONRY BUILDiNG J 4'CLF x X r----~ TWO STORY I I WOOD FRAME J . :z: ClW L~ I- c.:::W wc.::: :>~ 80 t.) . ,',"., .' , . , , ',' '. ,,~ ,', ,", .. : . ~~:~~. HART STRE"ET 2' CONC,R.EfE CU,R.B 4.5' COi\CRErE SIDEWALK -l~ '.j % 8 :-n t<'i ~ f2 Q, U % 8 ~ il2 Q, '.j z 8 ~ u z 8 l() t<'i SITE .' LANDSCAPE PLAN --a..- _ '..~__ SCALE 1":::20'-0" * I 1 I t I L__J- r ! ONE STORY WOOD FRAME ~ il2 Q, '.j z 8 b ---. I-. _~ -... ~- '- ---:.------~ -- - ~,-. ..-'.~ -- - - ~ N "" 0 I 0) ~ N I ~ Z 0 IS) ::> UJ ~ I- Z W ~ 2 CL 0 -l UJ ::> UJ D \... ~ ~ COMMON NAM:-- ;;J LANDSCAPE INDEX [ SCIENTIFIC NAME ~IMUM SIZE ~MARKS 09(. (E,XISTING TREES - SEE TREE REYlOVAL PLAN FOR CATEGORY ASSIGNED) EXIST1NG PERIMETER TREES TO REMAIN ARE FIGURED AS PART OF THIS REQUIREMENT. --(6) LIVE OAK QUERCUS VIRGINIANA -- 10 ft, 21/z" CA,L1PER 35 ft. O.C. MAX. B SOUTHERN MAGNOLIA MAGNOLIA GRANDIFLORA 10 ft, 2W' CALIPER 35 ft, O,C, MAX. -- C OLEADER NERIUM OLEANDER 6ft. 48"0.C, 1----- 1--- D VARIEGATED PITTOSPORUM PITTOSPORUM TOBIRA 3 GAL. 18'1 HT. 36"0,C, E INDIA HAWTHORN RAPHILlOLEPIS INDICA 1 GAL. 18" HT. 36"0.C, F HiBISCUS HIBISCUS ROSA"SINENSIS 3GAL, 48"O.C, 1--. G SPLIT LEAF PHILODENDRON PHILODENDRON SELLOUM 3 G,AL. 12"-24" HT, 48"0.C, H GOLD MOUND LANTANA LMH ANA CAMARA 1 GAL, 30" O.C, 1--- -- J AZALEA RHODODENDRON SPP. 3GAL. 24"O,C. K LAGERSTOEMIA INDICA 8' HT, -- CREPE MYRTLE L GIANT L1RIOPE LlRIOPE MUSCARI 1 GAL. 24" O,C, M DAY LILLY HEMEROCALLlS Spp, 1 GAL, 24'10.C, N PLUMBAGO 3G,AL, 36"0.C, p (DRY POND BANK APPROVED SPECIE~ 1-3 GAL. 18"-24" HT. 36"O.C, Q HOLLY FERN CYRTOMIUM FALCATUM 1 GAL, 24"O.C. -- -- R MINIMA JA5MINE JASMINE 1 GAL. 18" O.C. S PENTAS RED PENT AS 8" HT, 12" O.C. -- T SI~GO PALM CYCAS REVOLUT A 7 GAL. 36" HT. IQE U ~@ ~~ 2. I"c . Nc 2 t- I' 1 ~ u~ ~ Ie: W lD fD g:; I- ~ OJ In mI -OIU~ .JI05PJ J U. 11 ~r4, I c( .0 I 1IC(~ii 1114: ;~ ~ ~~ II ~~ ~ ~~ II ~.J UJU I U 2 .- 11III 1.6NDSCAPE NOTES 1- ALL PLA~n MATERIAL IS TO BE FLORIDA GRADE #1 OR BETTER.. ACCORDING TO FLORIDA GRADES AND STANDARDS, LATEST EDITION, 2- ALL LANDSCAPE MATERIAL TO BE SELECTED FROM CI1Y OF CLEARWATER APPROVED SPECIES LIST, 3- ALL PLANTING BEDS AND TREE PITS ARE TO BE MULCHED WITH 3 INCHES OF PINE NEEDLE OR CYPRESS MULCH. 4- ALL NEW TREES ARE TO BE STAKED AND/OR GUYED PER REQUIRED STANDARDS, 5- REQUIRED TREES TO BE ~.INIMUM 10' IN HEIGHT, 21/211 IN CALIPER, 6- REQUIRED HEDGES ADJACENT TO PUBUC RIGHTS OF WAY TO BE MAINTAI~~ED AT MIN, 24" IN HEIGHT. 7- PERlMETER NORTH AND E/\ST HEDGES TO BE MAINTAIN ED AT MIN, 6 ft, IN HEIGHT. 8- ROOT PRUNING. IF REQUIRED, TO BE PERFORMED BY CERTIFIED ARBOR 1ST, 9- LIMB PRUNING TO BE IN ACCORDNCE WITH APPROVED STANDARDS, 10- BARRICADE TREES TO REMAIN IN ACCORDANCE WITH DETAILS SHOWN, 11- SOILS WITHIN PLANTER BEDS MUST BE SUITABLE FOR PROPOSED PLANTED MATERIAL I//ITH REGARDS TO PH, SOIL. TEXTURE, SOII_ STRUCTURE AND SE/\SONAL HIGH WATER TABLE. 12.- TREE STAKES AND SUPPORT WIRES TO BE REMOVED AfTER 1 COMPLETE GROWING SEASON, 13- FLEXIBLE ATTACHMENTS TO BE USED WHERE SUPPORT WIRES WRAP AROUND TRUNKS/STE~v1S. 14- TRUNK WRAPPING AND THE APPLICATION OF PAINTS/TA,R ONTO PRUNED TREE BRANCHES IS NOT PERMITTED. ~ W \- Z W U W-1 .....J<( \-z ~a >-- 2i<SJ <J) w LL a ~ ~ < 'D w- ::>tlL <0 w-l -lu... I-~ ~tlL >-LL1 L~ z~ \.O~ 0< "t~ u NOTt: '1-iE GRADING CONffiACTOR SHALL MAKE E\.t:RY EffORT TO PROTECT T'r-IE TREES ':'HAT ARE TO REMAIN ON lliE PROJECT AND SHALL NOT OPERATE HEAVY EQUIP- IJENT \Mm IN 1 1/2 DIAMETERS Of' '!11E DRIP UI;E Of' T'r-IE TREES. T'r-IE PROJECT MAI'lACER SHALL ~.>TAKE' OfF T'r-IE TREES TO REMAIN AND NO HEAVY EQUIPMENT SHALL OPERA 11: \W11-l IN !11ESE LIMITS, PROT!CT tREE ~ -.......... W/REINf. RUBBER ~ _ HOSE: ~ . oJ' ~IN. I~UlCH OR RED PLAsnc FLAG ON AS SPECIFlEO de -4- ABOVE GROUND (ro.) / '\ \. ~D0IJ8LE SlfRAND "0 ," ABOVE ' GAUGE GUY \ll\RE FlNISW ',~Sn:D GAlV. ruRNBUCKLE GHACE ~ .'" '2'X~'X3' .SiTAXES 1:.< . 21" f', BURIED 3 BELOW -~.; rlIi '.' .1, .",1I!.,,;;'.'f1,.. FINISH GR:ACE ~'i:" -- '111" ~...., ~ ,t'.t;i~;~ "~TA!,jP TO PREVENT - SETl1.JNG f' If'" ,f , . r' "',',, ,',,," " "'.'f .... '. .:, ~. ". .," '" ':',' ...., '. f ".c.' , I .' '''''' I ,. '. . ". ( .'. .f . ' '" ':".:'f':. -. I ,I' ': ::',l: :.;J.,,~.: ;.... '.:' '...:: 'j).' ;:', . '., "'~"""'''' J:' , . ....' , ,', , ..f . I.' "'. f '. " ,'." " f ..,... '" ~ I .. . '. '. .' . . .. I ." ,...... : . '. ' J_REE PLANTING DETALl )~ ~.......,~ '" . -. , , '1\>-"',' ,,- 'l .'') _' ,~_, t ~J: ~'t:() \\ ,1;,' !&y~~: '\ i.?;J;-.~~.:;r\. . ,\. . '. "', _""''''\ "1ft'',: l{~~-' \4 ,qly" " " ,(-. ,( , ' : ;, - ..~.., I' ..j....,- ~ . l':.tl rr... , . GR AOE AT \'h1ICH SH RU 18 GR EW PREV10USl Y.(MIN, \' AS,O'vf: FIN. GRADE) J' MIN. MUlCH LAYER WN. DEPTH OF 12' PREPARED PLAN TlNG SOIL FOR GROUNOCO'vtR BED DRIP UN~ DRIP UNE PINE ~o EVERGREEN TRE!S ~~O~lOOO ~E!S 1'4 _J , .JOB No. '" 200233 DRAWN BY T.J.z, CHECKED BY B.P.U, DATE 06-19-2002 SHEET No. L-2 "- OF 3 ~ BARRICADES ZJ3 OR1P UN( fOR K~aWOOO5 ~o fUll. DRIP UN E FeA PINES SHRUB & GROUNDCOVER PLANTING DETAII~ mEE BARRICADE ---- ~-~'- ..-'---- - - -- - SITE LIGHTING LEGEND -$- POLE MOUNTED LIGHT -z$r GROUND MOUNTED ACCENT LIGHT [Q] GROUND MOUNTED UPLlGHT SPOT + ~ , i -+7 (j::\ ~ . :::l' \.J' ~ Lu ~ \.J' z. (3 C\! '. .''4 ..c..l ::(" ! 'IJ) .~ >I., '..y t><:. ''-<) 2 .S: .7 \;i ,(fj ts' ~ '<( LLl ~ ~ ~ D Z o D-. Z o i= z llJ I- llJ DL . :z: '>.C ,,,-" :<(, .~ w CI ..is) /Jl 'f1i .tj :z ,8 .'t' '.,...: (\) :5 ,--- - -----' I~ r -$- 1 I I@O[Q] I PROPOSED OFFICE BUILDING (GENERAL OFFICE USAGE) I ~ .Jr. ~~ -- ------- -- ----- ~; ,=----.. ", ,,', " ".. ..,. ',' . .. , '/t<ISr;'Q'CONCRfTESJPC:WA,LK ~ ~ +- ~ ~ ~ 2' CO,"JCgETE CURB 4.5' CONCRETE SIDEWALK '" ~ ~ ~ s: ~ ~ t2 ~ 62 D \j D \j ~ \j z U z \j (3 z (3 (3 z z (3 (3 (3 ~ lC'l In cri cri HART STREET EXTERIOR LIGHTI NG PLAN -~ SCALE 1"=20'~OJJ l -q'- ~ D N o Q) N ~ z o \SJ >- w ~ I- Z w 2: (L o ....l W >- W D IDE U ,"@ !'" ,g ., I' .- I;. tU E Z t- I'! ~ U~ J WID UJ t-~m~ .J 18~R D. ;~ ~ 5~ II h <( :~ m rc- .J (DU I U Z - D{fd{fdU~fjJ ;ilU@!M !!IJ@ iflE~ lit -(--~ - .. /. A 1~9.:i~,u yqv~e.. ~OMM((.; 1~/(;>~-rtc;;N ?,;r~f::,~ Ib to2;~ Pl4OVtPe'l:'.. Z. Shallo~ wells, open surface water bodies, or reclaimed water ~ust be used os a source bf irrigation water. The dlstributlon system for irrigation must not., be connected to county or munIcIpal water sources, unless it con' be demonstrated that these sources are not available. , , '3. IrrigatIon systems must utilize low volume desIgn such as low trajectory heads or saaker hoses to provide direct application and low evaporation. Systems th.ot averspray areas that do not req~lre IrrIgation, such os paved areas will not be acceptable. High irrfgatron need areas must not oversprav low need areos. ' +- ~. High water demand landscape areas such os turf must be served by a separate irrlgatron zone than low water need ,oreos, such as planter beds, or mulched areas with trees. In no case, shall any planted vegetation area be more than 50' from a water supply hose bibb. .t. Automatic irrigation systems must be operated by on Irrigation controller capable of dffferentlating between the schedules of high and low water demand areas. Controllers must hove multiple cycle start capacity and a flexible calender program able to be set to comply wIth local or water management district Imposed restrictions. ' G. Automatic irrigation systems must be equrpped with a raIn sensor device or switch which will override the irrigation cycle of the sprinkler system when adequate rainfall has occurred. +- QL: LlJ \- Z W U W-l -1<( \--z ~O >--- 2cJJ cJJ w U- o QL ~- < 'D ~~ <0 w-l ....llL \--" ~~ >-w 2~ Z's -~ LD< Sf:i <..) I~'~ rt'~, ff~1t- .~~ ."J} <<4-)* ~ ve--1' ~9uJf, f~~~ L-~rl~ H~lt-~~~ [__02 "0" -J- fl_e>I~_~_____..__,_._ ,. 1!1.f1~;;'_-.__._"'--' _~_ t~e>,~_u_+- -ZJLJ ----- __14.() -,---------- ----4 ~4'~1 ~~ANTe.~ ~~ V~ ~ I - ~ · - e~ t:. fJf r,.'rf + 11t1~ ~'ff~e. ~~ I ~eA~ J lfJ-It) ~ ~t.,.~~ A~~ !' -.----.--- f I I _T ..... W ~ 1 r lff/J; ~ '~~ ~ ~~!:rl ~L.lt:t~ '1"~\\ - r ..ill ~rt.~~t,..ua,o c.oure~ ~~ r... .. ~ I \ \ 1] fl ~/ ~ MYRTLE ~ , I 11 · ! -~t- I II .......:".. ~~~ r'A~el,.. '-Y ~ H C : U PROFESSIONAL CENTER --- ~ 141e+.JAU; 1J~1 . ~ II -? -~ " 405 MYRTLE AVE. NORTH I ~. ~ -9 I 11 \I I .... -=: I I = ~_~:=-~~ ~~_ .;.... ;~--~ ~'.~ -'... ,- .- I ~ ~ R ~ -----~- ---_.~._.__.... ---''''" --... .. \I I I ... --_.-,_.. ....--... ,._'." --. ....--......-- -- 'f~ ~ev- ~ ... n - ...-.~---._- .' I .' .. _..- ..... - ~" II 1 R -=-_-.... _,..~~.. _c=.......-_-=--...-=.;o=:;.-=.;: ...=o-==.""-=-x'!I: ~'-'-'''''''' ",,,a--=-,," ......,..,.. ."" -.. I . I n I - .. --.. .. --:C'::..::::":'::-'=-:-; ,"::=7'=:-".::, ~~ ~,.-~- -".r=.--'.-'~ r II II "",",'- ~~=- """"---,,:-:~-=..,...~--- -'''- --, ~_.. 'T,--~ ._~._ R 0~~ ~~ c.A " I ~ '..... ~~. _="."._."..'C'~,~"a.. I I \'f' ~, '\ I .. I ::: 1\' I II H " 11 II U n 11 II W 11 n B 8 11 11 11 II 11 11 n nIT 11" 11 II U \J TI n 11 ;) " I 11 II Ii U U II i I II II Il D 11 Y Ii 11 1I 11 II n Il II :1 II 11 11 II II ~I -.. T- - T lr 'f .. " r -If ,. 11' I II 1\ I r' 1\ "I' , W I - '-~lf' .. or -''If "1T ,- '\ '\ ~ - r2t~ ~ f e ~ ev'A1JO J SITE SIGN DATA NON-RESIDENTIAL ZONING DISTRICT (NOT IN DOWNTOWN DISfRICT) WEST BUILDING FACADE......,.., ................, 2,839 sq,ft. 2,839 x 1/0.................,..,..,............................................ 28 sq,ft. MONUMENT SIGN IN LIEU OF FREE STANDING 28 x 1.25 = 35 sq,ft. ALLOWED PER SIGN FACE (2 MAX,) SIGN FACE AS DESIGNED: ...................... 23.33 sq.ft, EA. FACE, .JOB No. 200233 DFU\WN BV r.J"z, CHECKED BV B.P.U, DATE 06-19-2002 SHEET No. L-3 OF 3 - r 1"'- " ~ '<( LlJ ~ ~ ~ . :z: TREE COUNT #3 TREES EX1STING #3 TREES TO REMAIN . #4 TREES EXISTING #4 TREES TO REMAIN . #5 TREES EXISTING #5 TREES TO REMAIN 37 7 11 6 1 1 rc-:- I . . ><: "... ..... . N 90000'00" E 116.32'(M) _x__x ..... ^ (f', '\./9" 6'CLF X .......... 1'\ I I I I I I I I I I I I I I ~ 16" I I ' II~~ 1/ "'. .'. 8" ~ 0811 12" 10" 19~8" 0/ a l~:r 5" ~8 ~811 "\ .~ ,,, 'v", 7" :.", .... '. @ ~Oll 2911 ~# I?~ (~ ~I ~ I: . tQ 0.:: a ~ ~ [3 C\i '.. ~ . }.( '-'" J ~ .'~" c() 'tJ) ~ .1'1 .gz. ~ .,.~" ~ '.8 ~ ,f .- '~, 8 :,,~',.. z : "".' , " 27" a ....,.., X X N 00000'0011 E 7.50'(P)(M~.. S 89057'19" W 60,05'(M) \ 6' CLF NEOOOO'OOI' E 60.0P(P) I ~i ~ l' \ X) 11" X X Q 0 1 "12" ~ .... 0' 8" , " 0 ... 911 9" 10" a 10J> ~ ~!(.)= I 24" 7' .! 8" 6'" aj(' 11"~l7'J 7" ~ . 12* 10" 4011 ...."'"" ~6" r-- "- . r<'- 8" 8" 'vf;J'l" 18" 2' '9" ~3" ~ ~ 9" 24 911"~ w~ lC ~ a 27' 17" - r-- 9" a l"a 2icaa I 8" ltiI8~6" . 8~. ~ 28" r----- ~" ~ " 1<1' 7" 5" ~I Ie j 14" a PROPOSED OFFfCE BUILDING ..., ~, ;;,j .~' lJJ Co m W lfl ,{1 '2:. C) ~ 'f' .~. .(!) B ...... . '... : . I~I 31'~ 41" Ie I--- - I I I 2011 ~~ 20" Ie 2011 1611),_" ~ ~ 51 v055'5, A ''>7- "7'(/vt) 8" W 1911 V ~ ,,' ,]-- ~ ~....~ '7- - -/"" ", eXIS1;Q'CONCRi1ES)OF:WAP:. '?<?y~,j~ 4" E'" ~ ~---, ,> 4 \\' HART STREET 4,5' CONCRETE SIDEWALK - ~ lj <: 8 ~ J II ~ .-/ 2' CONCRETE CURB 4.5' CONCRETE SIDEWALK ..- ~ ~ lj <: 8 ~ lj <: 8 In t<") r/K\ TREE REMOVAL PLAN \ _v SCALE 1"=20'-0" >< I-?"' ~ lj <: 8 In t<")' 911 IC ( 8"S 8"a x t ><: ->'~ i I >- I > >- I , \ , >. 911 a' > y ~W5" I"- -.l ~ 18' ~ i .CD ~ L<1 o ~ 2~ 11"\ 11" 17" ........ ~ ~ lj <: 8 w \B 10 o IQ :g 5"( ~ 911(' I iWJ > ~ ~ CI a ~ >~ ./ 4'CLF X X 4'CLF X X X X /' ~ OZ Cl lj <: 8 X v I - - LEGEND ----------------- x v 9"9" 5t,,~l~ ! .y,J 8"a a 26" r 23" 3" .~ .,!.~,~, ,t:O'(D)(t1) ,,> ,....,.'. ".- ,,'..1 '. '0' ,.... ....' "'_J " / - - - - - - - '~.. . ./ --- INDICATES PROPOSED 6' V1NYL FENCE COLOR COORDINATED WITH BUILDING .0~ INDICATES INTERIOR LANDSCAPE AREAS ;.; / PAVING & CURBS 19,152 sq.ft, INTERIOR LANDSCAPE AREA REQUIRED 19.152 sq,ft. x 10% 1,915 sq.ft. INTERIOR LANDSCAPE AREA PROVIDED 2,499 sq.ft, < LANDSCAPE BUFFER , 15'-0" . I~--f r ><: : N 90000'00" E 116.32'(M) 1\ ....... I _x__X '. - x - 1 91 - - .. \ ,--iD.,.. -- ,".. I ~, II"~ I I I '. I I, ~_ II ~ I I ; I 1 I I I I I II/~ 1/ 'j" I . ", .> j ,', ",' '. ". 6'CLF X N 00000'00" E 7.50'(P)(M0 S 89057'19" W 60,0E?'iM) ><: I .~ _N.,..oO~~O'OQ~ E_ 6O~~(~1_ ~' x__ ~ _~ __ '..~~' 339.78 6q ft. --~-- 243.20 6q ft. 0~ ~ I C--...-_ CONCRETE -B l l I L I 366.34 e;q ft. II~ ;?; ~ . " 138.09 6q ft. o f 143.56 e;q ft rr . I~ I~ ~~ (L '--' a t<J c) ~ /:: .. '.', ~ .'"., ,.,." .> .. I',.. '. .' ... ,..... .'. '.' :.... I" . i. 308.03 6q ft " ~,r;0..~ . .."... , '. '" ....' ,'," '.. . . I .' ....,' ~-~:~ II f'-..~ ~ ",'~ ;1(( ~.J I ~ r . ..' (r.j~[ I :,'.:: , " tQ ~ ::J' \.) ~ LU1 f:3 <:. A. U C\i , . '. I'. I . I , ~ .,~ W ~. I~ , Ii) '" .~ ('oJ ti:J' "> .~ ~ .C;l .- :'~ I~ ."t-: 0 .~' 8 ..... z I l -. '. (~ ~Cii ~ '> ~ "'~ .'.,' ~d.~ .'4434~ft t::: ."~'.. '.' .,... . ~v :.'> . . w o o a o n .'. ' 1..:'.'_.. 'r ~ '<( LlJ ~ ~ ~ :i '. ..... ". ~ ~ <: WJ Il"- l CI ~ I~ II~ \S) IB ',:': D z a c... z o 1= z ~ ! IJ.l ~ ~ . ". ' 145,30 e;q ft . PROPOSED OFFICE BUILDING I , I .~ -'..I' ~' ~. <:1)' . (t!. I lfl {1 'Z - .8 .'f 'ri' I"t) I .~ . '.'. - I. I. . -==~.- I I . 'L/,/ It... .. ":". ". :>>'~# 68.36 q ft '..".., I ..:"',,....'I~ " L ------- t:' N780"" ~.., 'r- 5','7'(~508)) W .... . .\0..'.... . ~ ~,'" ,,' . , '" - - I '. ~~ 7' - ~,' ........ .' ... ..,. ' . -~ '. . c' .."..,.:..1'.)"....,.,.....,..,..'.>....,.... " ..,<f..,....'..,'.. / ':., 122.0~ e;q ft ~ .'. 12' x 35' '''<',< 199.82 e;q ft ~.7'~ ~ LOADING ZONE ~ '\'.~ ----- --- -- .--~ ~ r T \ ~ 91 LANDSCAPE . . .... f- _._ _ ~~~ BUFFER ~,__,.~lS~'~..CO~C;R~fE.Sl[}~WAp:,.i,'?~'f.LoJ~~ ~ ~ ~~",.!~ .t:~(~~) _ _ _ _"">":<'.:, ': ~ .... ,~,. J '. ..... ,....'./.....'., '. ..' '......:....../1.....:. ...,....,. . , '. HART STREET 2' CONCRETE CURB ........ .-/ " .-/ ""'" - --- WAlK 4.5' CONCRETE SIDE - 4.5' CONCRETE SIDEWALK ~ OZ c::. lj <: 8 ~ lj z 8 1-L ~ lj <: 8 In / t<") \ ~ ~ lj :z: 8 ~ lj <: 8 In It<") LlD INTERIOR LANDSCAPE: PLAN \L J) SCALE 1"=20'-0" ') 4'CLF X X 4'CLF v i;i!e: /' ~ OZ Cl lj :z: 8 ,) .1,-;:,') i I' I. i' :, " X X x v v .. . , ~'lI fJ'. f., ;""'::J r,., Ji~...lI." ~." ,E, ...,'''!r~,lI "'., l' Ld '''~ J h.Ili?~2~-;teJS ,,"" ~ ~ '" '~';: I " ~ r u~ ""@ ~i Z Q'; Z I- ~ i ~ U~ ::J WIO ID I-~m~ .J I-R~(I) .J Q~(I) J u~ -3 0: ~ n > :]"' II i! II :E3 ~ U I U Z - ~ ~ W \- Z W U W-1 -1< \-z ~o >-- 2\f) \f) w lL o ~ 1:L < 'D ~- <~ w.-J .-JtL I-ft 0l:0l: >-w ~I- .~ ZOl: \..C)< Sf~ o " ~ r '" - ~) I~~ Ira . \! ~ r '" Dt~ , I~' ~ .~ r JOB No. " 200233 . DRAWN BY T.J.2. CHECKED BY B.P.U. DATS 06-19-2002 SHEET No. L-1 ~ \.. OF 3 ~ 31^1'v'2L:J CJOOM ).,2J01S ONU. r Q :to "" 2-l 'ON .JSaHS ZOOZ-6~-90 a.L"D 'n'd'g AS 05l>fOaHO 'ZT'l AB NM"'=iD QQZOOZ \... 'oN Bor ~ 3aV81~~'V8 33~ llV130 DNI1NVld ~3^OJONnOtjQ ~ 8n~HS S3Nld liO. 3Nn dt~a 'TiN ON\' SIJOOY,Oll't'fI liOJ 3Nn d~ '<:/Z S3avol~~a 038 ~B\OOaNflO~ tlO~ 1lOS ONUN'11d OJWd3t1d .Z, jQ Hld30 'NII't e/3A'v'1 ~Ol()1'l 'NII'l .r (30Vl;iO 'N~ 3'\08'1 .1 'Nt,..)" lSflOiI'.3l;id M3ilO S('1<JHS HOlfW. 1'1 JQ'(l:/O S33lU N33lrolG\3 at<< 3Hld 3Nn dl~a SJ3lU 00CI't\ Oll't' H .Nn dl~O llV130 QNIINVld 33tjl '7\ . . 'f 'f" '0 ~'. '" . I, ': . ,. I .'. ., . '. : '.1.. : . t. ..'.,.. :., ; ."'~' ,.... , ~ t " ,', . ". '. . '. . . ftf... .' ... .'. . I " . ,', '. '., '. ',1' , '.~ of : ~.' :, 'f . :, /. '. ...,: . ; :, ': ','. ,,'. I'. ". .. .' '0'" t' ,. . y ". ' . '. ". '. . . I .'. . .', " ". I,. .. . ' '0, 'f 4," ". ..... 0',' of.' , I ". 'f"" 31^1'v''Gl;:l CJOOM A2101S 3NO I L)f-----" I r 'Sllt"lll 3S3Hl NI HUM 11. Vl;j3dO ll'I'HS 1N3rldln03 Mv3H ON aNI;' NIVN3l;j 01 S33~ 3Hl .:UO ;3)('9.1.';; llVHS Ci31)'VN'I'N l:)]('OCJd 3Hl 'S33~ 3Hl .:lO 3Nfl dlClO 3Hl .:lO SCi1l.3iWIG 1:/1 I NI HlWl 1N3N -dln03 MV3H 3lVCl3dO 10N llVHS aNY 1:)3rOCld 3Hl NO NI'9't'l3Cl OJ. 3i1V J. YHl S33~ 3HJ. 1:)310tld OJ. Hrojj3 )'Cl:l\3 3>iYri lWHS ~Ol:),(lliNO~ ONIGVClO 3Hl :310N "" () '~ mO >-<J1 ;AJ <~ >-~ -\-< m;AJ ?J-\ Il' ,m 0>- ;AJ~ -m Q, >- \J 7'1 o \l m (J) (J)~ --< 07'1 Z-\ )>r rm () m z -\ m 7\J DNICJllng A21N09VI^I A2101S 3NO om m ~m .... ~~ jj U II we ~ ~; )> 'D Dml>IJ · g~ )>n C ~~~~-I F mmUJ ' m 01 m :::. c ~n)> r ~ -I 2 ::IN 2 ~.~ ~t ':. @-' 2 ~~ n 8 U1 . 3 \... ~ '03lll~213d lON SI S3H:)NY2I9 33211 cJ3Nn2ld OlNO 21Y1/S1NIVd ::JO NOI1Y:)11ddY 3H1 ONY 9NlddY2IM ';1Nn2l1 -i7~ 'S~31S/S';1Nn2l1 ONn02lY dY2IM S321IM 12l0ddnS 3213HM 039n 39 01 SlN3~H:)Y11Y 31@X31::J -~~ 'NOSY3S 9NIM02l9 3131dV'JOJ ~ 2131::JY cJ3AOV'J321 39 01 13321 1M 12l0ddn9 cJNY S3';1Y lS 33211 -2~ '319Y12l31YM H91H 1YN09Y3S ONY 321nl:)n2l1S 110S '321nlX31110S 'Hd 01 S02lY9321 H1IM 1VI2I31Y~ cJ31NYld CJ3S0d02ld 210::J 319YllnS 39 lsnV'J SCJ39 2131NY1d NIH1IM Sl109 -~~ 'NMOH9 Sl1V13cJ HllM 3:)NY02l0:)JV NI NIYV'J321 011333211 30V:)I2I2IV9 -m 'SCl21YClNY lS Cl3A02lddY H1IM 3JNCl2l0J:)Y NI 39 019NINn2ld 9~1l -6 '191210921V Cl3/:d112l3:) A9 Cl3~210::l2l3d 39 01 'Cl321ln19321 ::II '9NINn2ld 10021 -g 'lH913H NI '::lJ 9 'NIv-llY Cl3NIY1NIY~ 39 01 S39cJ3H lSY3 ClNV Hl210N 21313V'j12l3d -L 'lH913H NI"i72 'NIV'J lY 03NIY1NIVV'J 39 01 AYM::IO SlH9121 JIl~md 011N3JyrcJY S3903H 0321ln19321 -9 '213dllYJ NIIli7 'lH913H NI ,2~ ~n~INI~ 39 01 S33211 0321lm)321 -9 'SCl2lVONV lS 0321ln19=r~ 213d 03An9 210/cJNV cJ3';1Y lS 39 01 321V 933211 M3N 11Y -'7 'HJ1nV'J SS321dA:) 210 31cJ33N 3Nld ::10 S3H:)NI ~ H1IM CJ3H:)lnV'j 39 01 321Y Slid 33211 cJNV SCJ39 9NI1NYld 11Y -~ 'lSI1 S31J3dS cJ3A02lddY 2131VM2IV31:):d0 All:) V'j02l::l CJ31J3139 3g 011YI2I31VV'j 3dVJSCJNV111V-2 'NOllICJ31S31Yl '9cJ2IYcJNV1S CJNV S3cJV219 YCJI2I01::J 019NlcJ2I0JJY "2131139 210 ~# 3cJY2I9 YcJl2I01::J 39 01 SI1YI2I31YV'j lNY1d llV-~ S310N 3dYJScJNV1 x x X ::Jl:7,tr 'lH ,,9<2 'lY9 L Y 1n10;\321 SVJAJ V'j1Y d 09Y9 'lH IIg SV lN3d CJ321 SV lN3d '1'19 ~ 3NIV'jsvr 3NIV'JSVf V~INIV'j 'lV9 ~ V'jnlVJ1V::J ~nlV'J012lAJ N21:3::1 A 110H 'lH 11i72-lIg~ '1'10 ~-~ S31J3d9 cJ3;\02lddV ';1NY9 cJNOd A2IcJ '1'19 <2 09Y9~^mld 'lY9 ~ 'ddS 91l1YJ02l3~3H A 1111 AVe] '1'19 ~ I2IVJ9nV'l3dOI2l1l :3d012l1l1NV19 'lH /J YJIONIVIV'l301S2139Yl 3112lAV'j 3d321J '1'19 <2 'dd9 N021cJN300cJOH21 V31YZY '1'19 ~ Y21VV'lVJ VNV 1NVl VNV 1NVl cJNno~ CJ109 'lH IIV2-'12~ '1'19 <2 v-ln0113S N0210N3cJ011Hd N021cJN30011Hd ::N:311IldS '1'10 <2 9ISN3NIS-VS021 sn:)S191H snJS!@H 'lH Ilg~ 'lV9 ~ VJlcJNI Sld3101l1HdV21 N2IOHJJ'IWHVlcJNI 'lH IIg~ '1'19 <2 V?J1901 ~mjOd90111d ~n2l0d90111d CJ31Y931?JV;\ . ~ 2130NV310 V'jnl2l3N ?J:3CJY310 'c V?J01::lldNV2I9 VIlON9VV'J YI10N9VIIi N2I3H1nOS ?:J3d1lY lit 1J Z~ YNVINI9?:J1;\ SnJ213n-o ';1YO 3;\11 i1/1) .,) 15'2 d3N91S9Y A2I0031YJ i'JO::l NVld 1V;\0V'J321 3321133S - S332119NIlSIX3) 'J'O 112~ 'J'O Ilg~ 'J'O "i72 'J'O 119<2 'J'O 119<2 'J'O IIv2 'J'O IIv2 1 S 21 V d N V'j 1 ';1 r H 9 ::I 3 o J g Y DNiCJllng A:?lNOSYI^I )"'Gl019 3NO I I ':)'0 IIi7Z 'J'O 110<2 'J'O IIrJi7 'J'O"rJv 'J'O ,,9<2 'J'O u9<2 'J' 0 urJv 'XVV'J ':)'0 ''+j. g<2 XVV'I 'J'O '1J 9C;; 'lN3VB21ln19321 SIH1::lO 121Vd SV d3i'Jn91::1 :3i'JY NIYV'J3?J 01 S33211 213l3V'J12I3d 9NI191X3 S';121VVB21 r '"' ~ i g \.. ~ o 3219 V'JnV'jINIIIi 3~VN JI::I11N31J9 X3CJNI3dYJSCJNYl 3~VN NO~~OJ 109lliA9 x ID~,02::::1I~ 3lVJS NYld3dYJSdNYl - 311S r.>> }>l 8 8 iJ1 :\J} ~ ~ 2:: 2:: 8 :8 8 0 0 2:: :2:: 0 2:: \J ~ 0 0 0 \J ?'l ~ ~ ?'l ~ ~ ~ ~ '::ilYM3C1fS 3J3'?JJNO:J g',/? g'?Jn:7 3J3'<J:JN0::7 ,Z 133;:J1S l'?JVH 3lDN'v'I2J.l lHDIS ,02 ..... .... .. .'::' 'v.,..'.:"...... ...../:, ',:"~".> ;.-,;:, .,'.'.'.~"."..t:.-;...,.,'..'f... 3lQN'!:!.211 CJ~S~ _ _ _ ,"-U) IN) \.'1) H) ~ 009'~ ~'" ". . lHDIS.oZ ...."" ,."",.'.., ..,'>.,: '...'..,.,. "......".".,<., " ."..,.~ ~ I .. /,_ '(~\'~" ~aos~ I'" . -? ~t . '1'----.c: T" --I' '~)-- - .~ ~ ,ct I ~ .,..... ----'~, ~i''',,'' _ ~I ~ ,~,~~ - 0~.( J~l7~, ~"\:? ~'./}. @ ~;:..1."L_A\., ~';1 rp 3NOZDNIQYOl r ~::J ff1.~l~" -~ :......' ..,. 88 )) A---- ~ ), ~ ~Q t.", .9~ x.z~ \.V Q/~-:; ~ ":;>r:); :... . ~ '. ~ n:i I '\ J \V I' .... ~ , / ,. - if ~~, g't ~l 9 7'Ji"J L 0 I '--., I( .' ..JI, c~,~~ ~ j ~ 1....- -, ....../ a~H:1 Jg ~~:fI<<n.,A\ ,,~,l~~ ~ ~~l~> , ~ I "c' u~ ~ r" t "" ' ~::c ,0'6' I . L,. _,'+~,;r 0,- "'% . ~ p', ' ,0...2 .fl@~!g.. -f~~ : 1 ':,~,' g '. t~~ ~~1;,.....'., ~1 ;;,j (~( ( ~,.,:,:,1 ~~ -0 j \--'~ ,~ 0 ( I 7'J ( :~ r, -,:~,"" r:il < 9NICl1Ing 3JI~~O 0390dO;;d en 8 , ~>~. 'I .,' rii ([( ~~~ . .,~,...:.<~,.. Z I (/ ,,' ~. Q 0 t \, ." ',' ",.,., \J I( I ..,:,',. .,',. ...--..... m ,.'. ..' .:." ~ I ......( ~1 ;J 21 _ .... '. -'L. ',' ,.-- ::.' "-" I ' ..... I (;\.d -1.1 \V Iii I ,- CD; "rQ r I, 3" ~'I (;,\:i ~ I ~ II'~ ,.' ,,~ fr) Q)?c(' .(\,YV'I ~ I 1/ )~ 1 ~ 2:: ~ t1'1 > r 1 c,_~' I_~( 2) ~ \~ >Nh.n, 9' ~ ___@ ~t~,. / ~ i .' ~~.',......,'~('\.,~ ~ II;? A,..... lj" '" ~I~ ,) ~ v ~....... I( I\) i \ --- ' f-.-/ 1< ) .. v-f.- -- (Y:'J' i \ ~ '\ M ' .,.' ~ < 1\ :3 1..,.., 'I., ~ l'Og~ ~ .I ',' ~,o{ ( ~ 0 ( ) I ( I I ) !! <' V aos , I I <) 0 ~ ~ ~ { @ LJ .10/. i ~/I I ( b I "r, ,O~ ~ \/ 0- , ~/ ED I . \~ o~ :3 SNOLL'v'JI::JIJ3clS I I '___ /' I V \+- L :f1DN'v'I~l ". 3\^1'v'~::l OOOM \ ::; 'Gl3'GlnlJ'v';:lnN'v'lt'1 'Gl3d 'wn03 210 ~ I iDl9,<.o2 ..'. A2101S 3NO ~ fJ\ 1^131SAS 'Gl3CJ33::J 33~1 OOO'~ 3NYM I '----,- 313'Gl)NO:J ---,,- It!, I I . . I I \ . ~ 1^13J.SAS NOI1'v'2J3'v' 3CJIA021d ~), ,..., _ '.'\, I I lof V \~ ,'. ~l::;N'v'12U ~ fr) - ~ - - ~ ~ - ~ L__~H'kbo ' 1/ @ H 90~ B ~ ~ ~ " i~: ~ ~~ . ~Q:~~ox;, ~I '=(~~~\ (' ----..., ~ ~ _ . -t', , ~( } ~J 1~\1 I ;;&;'0 6 0~ ..~ ~'^ ,~~ool; 5'-...~ j" v&~l(]........ i.,' r ,,((~... \r'~ ~'-:::::! \ ~ V C~) x: X x'\.-I X --- x- I ~--.,.: 1\ _.4.. ~ .J~ ~~ ( ~ :i7:J.9 N ~ ..... \S1 1\ T cb '" " .. ~) ,9 X \2) I "'" (] ~ ..~..,...'.'... ,", CJOS~ ~ _ ..',--",.....~ :z: . ~ ~ ~ fT1 >- ~ . ::JT),tr x t I ~ f t-x x X SITE LIGHTING LEGEND -$- POLE MOUNTED LIGHT ~ GROUND MOUNTED ACCENT LIGHT [Q] GROUND MOUNTED UPLlGHT SPOT -+ f- -0 -+ @OfQl rn' ~ ::;)' (j. l:::' Lu ~ ~. 8 ~ "'~. ~ '~" 'IJ) . 'It! UJ' t>4 .~. <U .\:). .~ ..~. G)' , , 1.1.1 ~ -< LlJ ~ ~ ~ :i ,:;J :<(, .~ '~ ;J)' ~ LU t5 .2; ,8 .~. 'j-.;' (S) ..~. D Z o IL Z o i= z ~ I.l.l l:L PROPOSED OFFiCE BUILDING HART STREET I -+ ~ ~ ~ ~ It- ( U~~U({;}#J, TfU@!J!J !!!J@ Tf[g~ I. A /00:;. vov~~e. ;.-.vrOMMff/ 1t2-~IbA-"(IO~! ~~t;;,n:M Ib -ror7~ PlzOVtV.f3:D. 2- Shallow wells, open surface water bodies, or reclaimed water must be used as a source of irrigation water. The distribution system for irrigation must not. be connected to county or municipal water sources, unless it can be demonstrated that these sources are not available. '3. Irrigation systems must utilize low volume design su'ch as low trajectory heads or s~aker hoses to provide direct application and low evaporation. Systems th.ot overspray areas that do not require irrigation, such as paved areas will not be acceptable. High irrigation need areas must not oversprav low need areas. . 4- 4. High water demand landscape areas such as turf must be served by a separate irrigation zone than low water need .areas, such as planter beds, or mulched areas with trees. In no case, shall any planted vegetation area be more than 50' from a water supply hose bibb. .::;. Automatic irrigation systems must be operated by an Irrigation controller capable of differentiating between the schedules of high and low water demand areas. Controllers must have multiple cycle start capacity and a flexible calender program able to be set to comply with local or water management district Imposed restrictions. G. Automatic irrigation systems must be equipped with a rain sensor device or switch which will override the irrigation cycle of the sprinkler system when adequate rainfall has occurred. 4- I~I~ rt.M~, ft~rt. ,,~~ "JJ ,+).. ~ ""-1', a~u.h~', ,;:~ ~~ ~~(I~ H-IC-~ ~~ ~ t-=- ""~~-J~~f1'~J- - _~~~-- -_ ~ ~;~-_==.:~~_J~< e>'=~_+- 1 ~..' t ~~ tU-pl;A}.Ile~ f1..-A~ V-2 :. I. C' · t- ! -fit I ft.t. w'ff~e JtAJ~ ~,,~ 'I.. ~t.-~tIIt A~H I :t.~(/.c.Af' ~Y/ I 1F{~ ~~ellZ ~\Jt2.~ ~" ~4U'tl-f;l~\.-t..60 c..!>t.J~~~ n I _'11 W ~ 1 I 1: \ I r., , ~ g II ~ MYRTLE PROfESSIONAL CENTER ~ I TfffI11:/ !~ ~I~J fAJel., '..l/ f>~ ~ 141~ur 1J~1~ -+ - 'J{ -~I -':9 r . .~ I ~ ~ -=: 1~~ '-' ::i'-Inl~ IIU~1!1I1l .oj t .It "'g" - " If 11 11 II \I II 11 [ , 'I ~llJ 405 MYRTLE AVE, NORTH M 11 'T g ..:;....- If -If If -IF R n .. , r -If .- i ft I II 1r 11 11 11- - :? ~, i I I i r n " r II I n n 11'- u 11 <. I .. 4 -..- r"~~ ~~ M(' ~ fAt-E; ~e~ ~-"",.:,_~~,_"",~-:"'_~-==-:",=-~.--.--=-=,,-~...'-..:::-:::o:'; -=-:==......,'.- ....-..,,, ,,".~,,~...,....,...,...__ '~ W II II n I ft n Il Illl II II n I IJ II ft II ~ \I n II If ;1 i ! 11 II r U II 11 Ii /I II II J 11 r '1['- -- '-11' I -. I If' '., :J' _.. --"if.'-1r,.. _ 2' CONCRETE CURB 4.5' CONCRETE SIDEWALK ~ $: ~ ~ ~ S! ~ ~ ~ \..$ \..$ \..$ \..$ ~ \..$ \..$ ~ ~ 8 ~ 8 8 ~ ~ 8 8 8 ~ tr> to l'fi ~~ EXTERIOR LIGHTING PLAN SCALE 1"=20'-0" , " ~.tJ e~~vA1,IC)bl SITE SIGN DATA NON-RESIDENTIAL ZONING DISTRICT (NOT IN DOWNTOWN DISTRICT) WEST BUILDING FACADE"..,,,..,...............,, 2,839 sq,ft. 2,839 x 1/0..."."....."........"..."...""..""."",,,..............,, 28 sq.ft. MONUMENT SIGN IN LIEU OF FREESTANDING 28 x 1.25 = 35 sq,ft. ALLOWED PER SIGN FACE (2 MAX.) SIGN FACE AS DESIGNED: ................".... 23,33 sq.ft. EA. FACE, 1! "" ~ \... ...J ,. f I U ~l Z ",@ - ~~ .. Z r-- .- Z I- ~ j <( U~ ~ ~ WID III I-~ m ~ ~ Iij~R ~ ~~~~ D. c( ;~ ~ ~~ II :i~ ~ U ()L W \- Z W U <( wD W---l ::>- <gs ---l< w-l ...JLL. \--z 'r-~ ~~ QLO >-w 2~ >-- 's 2\f) zQL tn<( \f) ~~ 0 W LL 0 QL ~ \... ..J , .JOB No. '"" 200233 DRAWN BV T.J,Z, CHECKED BY B,P.U. DATE 06-19-2002 SHEET No. L-3 \.... OF 3 ...J FIRE: IfYORAHT ~~ -',.,....;.i._,.~_~:-;_,;::i':.::......o-.....;:.....,--..._.~_ ~ --.-- .-..----------..- --.,.- I I t \ I + I I I , t I \ + .~..I ~I ~I ~I ~t' I I I POWfRPOLE POWERPOLE 14,38' 18.62' 2128 21 STORM M.A./'lNOLE ANO C4 TCH .BASIN I I \ L~ ....L g" 2236 Wt 0;fy '-'\, 08"(~YZ ~., 08~~fz cS' a roO 4 11" C'-Z ;:-/,('1.., L :39[ 234 '.2 92 " . . 230 229 : 'G ;". .~ '. 23 .2 5J ~ , ,.... . ~ c: '-' 0 in in .., r 0; 0 N 0 N Z 2L 21 I \ i ~I u I I I I u I '; . I ',' <f ,.i I ~4 ~." ~ t::l .'~.- ~2 JI ~, o G, 23 '" 2 STORM ORNN ....2.U.._ ,"'" . SE:CT/ON 10, TOWNSHIP 29 SOUTH, RANGE 15 E:AST PINELLAS COUNTY. PLORIQA 5 5' CLF J.f<? 5 ~ 10' O"~LI Q~f~ ~ /lY 7 400 OOz CvL4'f3~'-1 .1\ I 8)'20' C$?> PROJE:CT BENCHMARK No.2 I 8' 8" C~\'IS sa CAPPE:D 1/2" INCH ROD 2.r ~,' :-=;-..0.-_ ELEVATION = 24.33 FEET ............ Iv'" 1 24.6 A --', I~, --...... .. L, 11 .~. O? I(~ I (~::' 24' '" QV Z. Ct:.{J) C;~. I'} ~.~ '~;' ,...'-f II 8'0 .5' / I:.' "-'- 240 """ cj-l.8" 7" 24 j Tu/ I !f 2U ~ L ~ _ 2JJ / _ _ 2!l I -.lie.&- .AWc,f'z ]~~.'<d:.~ ~. 3 (!rv$r ~.. 0J -r-- "oy.;>((v\ ch'f 0 '" ~" ~ / I ~,8V {l "f2- tV \" '" ,. Ct L J" X / 2)2 ~ \ 2lJ ~1 ~~~fA~ '>9'S;2" Ft 2" f~ 3~d. g V4 V8 "'" "-. ==-b ':; 27~27 CP'"'f.,~ 17Q OD-f' 1:: _J' ~ N _ _ _ - ~ L-_ ~ - ~- 22H - 3- ,.... A^l (~-,\ -....;.X- 3::! ~t.. v \-, ---- fI"\C _ ~ ~ 9"10\ ~., f 2U ~;; 0 23.5 :.) 11 2J.4 $ I ~r~ 1 ',' ~0~ ~ r S ~i!frP~ {/ 22" 5' IJ" 8' (~L '3 (1:dO" CL 0 2 7' .AJJ ---- ,..... I @/Pe.2 25 :; 2~j ;:k p ~ 17~1/:, ~ 242 2J.J ~@ 22' 2J.7 I 228 I I 27' vt~ i I I I I , 239 , (\.t/ 20" o ~ (:t!o \:j, 23' (>~~?i 8 " 8~ ~ (0 8" 5' '- :;Y n "8-1'", ..- 28'- ri'C'D 70 7!;" ~f~& ~rZ. 7" / 240 23J ~ ^ Vr.,D L......' '"L 24.9 236 p(_~I~~ I 41' q ~qv? 1 ,-. (". ~) I c; t(; . r' " ;::;. o W 25J 9,( 2~~ _ _ _ ~. '?~. ~'" <55' ~-oo- 8' t 22' 252 ~Q( '),....c- 8t()., ,/ ~ V i9 'J ~-t,D ~ O -,}s' 1:":) .,~,q. !" 'I " <..:t.. \ 4~] 4-" 2U 1 04. 68~ M 25,0 "-.!..:M us iJ)' ". .t$',CONCFf _,.~l1)t\MItLI< '.,' '.20 '.', / .. " .,."., '" · , . " ,,' ," POWERPOLE " -_'",. -, -"-t."~ ':'CCR CRUS, .,'..,... '.... 23.5 37 7 2 ON/TORING WELL ON CONCRrrE: PAD 00.0 23.9 f--- I I ,<) ~;1 20" I ~'- - @ 3 6 10~" J~~ I;o-rXL 2 7 .89.:5.3'31.:-W. 100,00' P , 126.. ~'. (~" ' . 126.0,0 . ", '~ - - ,f ,~ 20 24.2 24.4 1-, @ V-V 25' Ve/ <X> 9 .' I 11'1 j I. 4,',' ~,' . I .. ~" . ~ 2J.J7 235 c, <',1;'~ .' - CENIT:RUNE 7JFTWff smrr---=-- ;""~'/ .... " .... . ..,~- 1: f""' 7147 74 II ---2.( 4 r ?4M - @;:::;- SE'NER MANHOLE HART STREET PO~ PO~ 7r] 7 8 '1 :....-X ~';'~' ---'-'-.= "'" ,'''''''"" .,,' .,.~'.',,-.,,~.... '-," ....,-".... . ,"'"",q,. ,.~'r-",;. ",:'''~';r'' LOCA TION SKETCH SECTION 10. TOWNSHIP 29 SOUTH. RANGE 15 EAST PINELI,AS COUNTY, FlORIDA (Not to Scole) .. //,.~ ., .' ,,~,' i' .', ... ..... , J,' ',' f !-, "...I'i;:..:t.~..~...!'..i, ,,-,~...,:,,.J~ ."-~-"'\.. .~ GULF 0' MEXICO " ~ -t ~ t A ". sr.. ......,.... VICINITY MAP (Not to Scale) SURVEYOR'S NOTES. X 4-' CLF '-/ -THIS IS A BOUND.ARY OF THe NJOVE DESCRI8ED TRACT OF LANO ONLY, MADe ON THE GROUND UNDE:R THE SUPERVISION OF A FtoRIDA REGISTERfI) LAND SURVEYOR AND MAPPER, ANO EXCEEDS THE MINIMUM TECHNIC/JL STANDARD FOR HORIZONTAL AND VERTICAL ACCURACY FOR THIS PROPERTY'S eXPECTED USE. -8fARINGS ARE BASED ON THE EAST UNf: OF LOTS 35, 37, 38, 39 AND 40 AS BEJNG S 00'00'00' W (ASSUME:D). -ELEVATIONS SHOWN HERE:ON ARE REFfROVCE:D TO PINEL/AS COUNTY VffiTICAL CONTROL SYSTEM, NGVO 1929, . AS DEPICTED HERrON. ON srrc BENCHUARK ELEVATIONS ARE AS FOLLOWS: BENCHMARK NO, I UEVATlON = 2~,25 rrrr fJENCHMARK NO. 2 ELEVATION = 20#.33 rrrr - THIS SURVEY WAS CONOUCTED FOR THE PURPOSE OF A BOUNDARY' AND roPb(;PAPHIC SURVEY ONL Y, AND IS NOT INTf:NOro TO OELINfATE THE REGULATORY' JURISDICnON OF ANY FEDERAL, STATE. REGIONAL OR LOCAL AGENCY, BOARD. COMMISSION OR OmE:R SIMILAR ENTTTY. -THIS SURVEY WAS CONOUCTED WITHOUT THE BENEFIT OF AN ABSTRACT OF TITLE:. THERUORE:. THE:RE M4Y' BE OTHER EASEMENTS, RIGHTS-OF-WAY, SETBACK VNES. AGREEMENTS. RESERVATIONS. RESTRICTIONS, OR OTHER SIMILAR M4m:RS OF PUBLIC RECORO. NOT DEPICTED ON THIS SURVEY. -NO UNDERGROUND llTILf(TES. UNDE:RGROUND ENCROACHMfNTS. BUILDING FOUNDATIONS WERE 08SERVf]) AS A PART OF THIS SURVEY. UNLESS OTHERWISE SHOWN, SHRUBS WffiE NOT LOCATED, UNLESS OTHERWISE SHOWN, -THIS SURVfY NOT VAUO WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A flORIDA UCENSEl) SURVEYOR AND MAPPER, . . -THE PROPERTY SHOWN HE:REON APPf/oRS TO FALL WITHIN flOOD ZONE "X~ AS SHOWN ON THE flOOD INSlJRANC~ RATE MAP, COMMUNITY PANEL NUMBE:R 125095 0008 O. MAP REVISED 08/19/91, NATIONAL flOOD INSURANCE PROGPAM, FE:DERAL EMERGENCY MANAGEME:NT AGENCY', - PER CITY OF Cl.E:A!?WA TfR, x - fy~(;t .'" r ( \~,.t,:..' ,~y)~.~ ;~~~ ,II!. .t, of. LEGEND ':-; .~ ~ '~;. FCM SlFIC (C) (0) M (P) P.O. 8. p,o,c. p,o.r. tJf: .o/'W OHII' OHG NCF CV FR FP Fr;tR ~ +9 ()(),(}() FOU/oI) CONCRITt IJONUMOO sa 5/S" CAPPW IRON ROO No. LS7O" C6L~TE:D IJWURfJE}(T FtJRf{fSHE:I) DfID IIVSURfJENT F1EJ.j) IrICASI.JRf:JIE I'tA T UEASt..f?EJlEJofT PONT OF BEGl/VNING POINT' OF COII/IENCDIENT POINT OF TERJllNA170N LOWEST FLOOR fUY,;, TJO:N RfGHr OF WAr OVERHCAO WIRE OVERHCAO W'f WIRE NO CORNER FOUM:J/'SF:r CHAIN UN/( ITNCE FOUNO IRON ROO FOONO IRON PIPf FOUM:J CAPPf1) IRON ROO UT7UTY POLE FIRE: H'I'VRANT ASSDelr SPOT fUYAnON (w( TRfI (SlZF AS NOTED) PINE TRff (SIrE AS NOTED) PAUrt TRff (stZF AS NOTED) 1 ~ ~! PARCIi'L f: LOTS 1. 2, J, AND 4, BLOCK 'A~ BON AIR, ACCORDING TO THE MAP OR PlAT THERmF AS RECORDED IN PLAT BOOK 5. PAGe 77, OF THe PUBUC RECORDS OF PINEUAS COUNTY. FLORIDA, LESS AND EXCEPT THE FOLLOWING: LESS THE WESt 14.38 FEET OF LOTS I. J, AND ~; ANO THE NORTH 7,5 FEET OF LOT "'; AND LESS THAT PORTION OF LOTS' AND 2 DEEDED TO THE STATE OF flORIDA IN OR, BOOK 815, PAGE: 515, PARCEl 2: LOTS J5, 37, 39, ANO 40, DREW PARK, ACCORDING TO THE MAP OR PLAT THEREOF AS RECOROro IN PIA T BaOK 3, PAGE 40, OF THE: PUBUC RECOROS OF PINELVS COUNTY, flORIDA LESS AND EXPE:CT THE NORTH 7,5 FE:ET OF THE: WEST 40 /'fa OF' LOTS >(.0, 7 7 o 8 * .~"...... ""v..... -", ,,_ ..... . '" .,.'.', I._,..(,~...:i~ BURNETT INC. DRAWN BY: SLC CHECKED BY: SEa SURVEYED BY: RB N SURVEYING, LB# 7078 P.O. BOX 2753 Dunedin, Fl. 34697 PH. (727) 734-5115' [Mail: sburnett@gte.net PROFESSIONAL LAND SURVEYING SERVICES SCALE: DATE: 1 "=20' 03/21/02 15 PG: 14-15 CAD FILE: N.MYRTLE.DWG JOB NUMBER: 692.01 SHEET [>'1-': ~ 'i~;f' J' .ii' . e s SITE NAME: N. MYRTLE F.B: ADDRESS: 405 N. MYRTLE AVE. '. CITY, STATE.' CLEARWATER; FLORIDA ~~~ Steven E. Burnett; P.S.M. Profess/onal LandoSurveyor and Mapper State of Florida No. 5891 3/zz./oz DATE SIGNED.' LAST DATE OF FIELD SURVEY 3/18/02 "'---',~-,------'--~---'~--"------~------~~'-'-"----'--_.,----~- ~',~ GULF or MEXICO VICINITY MAP (Not to Scale) PARCEl. 1: LOTS 1, 2, 3, AND 4, AND THE EAST 4.69 FEa OF DREW COURT,BLOC/< '1:1 ", BON AIR, ACCORDiNG TO THE MAP OR PLAT THEREOF AS RECORDED iN PLAT BOO/< 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, BLOC/< A OF BON AIR SUBDIVISION, O.R. BOO/< 636, PAGE 356. PARCEl 2: LOTS 36, 37, 39, AND 40, DREW PARK, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOO/< 3, PAGE 40, or THE PUBLiC RECORDS OF PINELLAS COUNT(, FLORIDA, LESS AND EXPECT THE NORTH 7.5 rEET or THE WEST 40 rEET OF LOTS 40. LEGEND FCM SIRe (e) (0) (M) (P) O,R. FOUND CONCRETE MONUMENT SET 5/8' CAPPfD IRON ROD No, 187018 CALCULATED MEASUREMENT FURNISHtD DEW MEASUREMENT FIELD MEASUREMENT PLAT MEASUREMENT OFFICIAL RECORD PAGE POINT Of' BEGINNING POINT Of' COMMENCEMENT POINT Of' TrRMINA TlON LOWEST FLOOR ELEVATION RIGHT Of' WAY OVERHEAD WIRE OVERHEAD GUY WIRE NO CORNER FOUND/SET WATER METER FIR FOUND IRON ROO FIP FOUND IRON PIPE SN&D SET N/1/L &- DISK No.LB7078 (:I~~ TOWER BASE ..,.",' PG, (5 GROUND RING 'W UTILITY POLE ,+- GUY ANCHOR .. IRRIGATION VALVE Ajc AIR CONDITIONER U/E DENOTES UTILITY EQUIPMENT +0 FIRE I-IYDRANT ASSEMBLY DO. 00 SPOT ELEVATION o OAK TREE (SIZE AS NOTE!)) @ PINE TREE (SIZE AS NOTEfJ) * PALM TREE (SIZE AS NOlEfJ) P.O.8, P.O.C, P,O.T LFE R/W OHW OHG NCF ~ DE:NOTES 8UILDING AREA '''<--i'W;"" 23/6 2 ,33 / 0 2/,64 ~ "" /,56 ),56 71.CYf SECTION 10, TOWNSHIP 29 SOUTH, RANGE 15 EAST PINELLAS COUNTY, FLORIDA 23,98 f'/ I ! \.-/ / i 1'1 / GL o vi /1/ JJ l- I \ / I I 24.49 S 89'57' 19" W 60.05'(M) I I 26W I I I I I I 22f I I I I I I g\~ 3: 3 = I R c.o 0 ......2~6'50 ~ '0 big ~I~ I I I OR. 9982 PAGE: 2144 7. 5ft ~ -~ ~ T..' ~ l~$-;JldR ~.' NW ! T,.,."., :,'" 'a;,f,j, .2 1':2 91 8" 0" 12" 08 ~17" 19' 1 ' 8' N 00'00'00" E 7.50'(P)(M) I I l ~~- xLLx o 10" 0.3 t 00'00'00' F' 60.00(P) ~ 11" /1 /; 4-1 c:: J N Q ~ 12 "NF" CV g" 40 :w PROJECT BENCHMARK No.2 01 8 8" SET CAPPED 1/2" INCH ROQ........ 2V" ELEVATION == 24.33 FEET I """ I N/ I · ~I 240 5" I" '44 LJI ~7 ' ~I 11~7"- ~I I 7" ~l I 245 I I -1~4! 1- ~fits - 20 f9 231 24 ,,& 2.8 14"0 27'~7"-- - Og" 10" I I I ~ ){II 7" @Y ISI 8,,201 0'> ILJI r.I_:.1 C;o" I I ;~:'I I . T I - - - I I- I I 138 116_ I 40" 239 I I I d ~'" 4 i ~I ~'R 01 *",__~~j~ ~J~~ ~I I 2321 I I 3"2.'51'- ~ ~ ~ I 30" 29' I I 20 8"0 ~Q - -0-; o 246 7" 24 / '7 / 24.6 lB.I' . ONE STORY - 'I: WOOD FRAME 6 I ;2 t'-.. lB.l' 249 g" "; 0'" o 05"1 7" "{ '-../ 2JJ 2.4 " 06" . t 92 013" " I , I I II 19"10 11q) ~34 23.7 - ~J-47.68'- . 8"0 9" 17D, V"\ - V - '-d58.61'- 234 233 9,,0 I I I: I~ ~ 23.4 -PA,RK- BO/lK u, 40 08" riD/- U/ \ L 24.6 <.D ...-t" 2~ 83 cd .:s N '_~ N Q -.229 1.1) :s 25@ 2)* nr 1\/ 11)1 IR LJU/ 11,,/ I p,T ,] 23.5 C' I ! .. li~ 8 <"I ,"'\ \ \ \ N'/ ~' \ I . \ " v 23.J P,' /11 G' ~ I j-"'I L.- I I 1 N~ r ~t\ 2J3 \. r' , Ii'. \J ,'" ,,~ ,"'\\"\ "1' \d~ i Of8' 8" 6" 8' 28" --- ~- 5' o 5' 7' 1 7" 240 6 24.9 '6 ~ "~ ''-.l ~f, ..". @ 22" c.o i -; I (J /)f' k' / I bCJUI\ P,AG\828 77 I I I I ...- / J p ...-t" L)8'l '-/ ...... b o 242 2{52 2230 Wi ~~ ~I llJl [:::!I ~I ~I I ~2r ~ 14,38' OR. 9982 ~ I PG,2144 ~ \, &l l.J ~I .,J. i- Y\ ~I 2228 I I .' 27" @ 23.6 b 14" I I .~ , I , EAST 4.69' OF DREW COURT OF THE PLAT OF DREW PARK 2J.3 I 23.7 I 7 I iQJ~ I MONITORING WELL ON CONCRETE PAD I 229 23.5 1,\, .~~ .,J . i~ .'Q .'I:i).., ~2 JI ~. ,<:' C) \.;l. :; 000 I 41" o I;, ,", I' 1,1 I 24.4 253 3 239 J:~ JJ B L ole K 9"9" -~ -00- 22" (j' I~ ,t!;, !<..,) I~ 8 <"I I I I I 020"1 I 25.2 247 80 @ 26" 23.9 212 214 20" @]6 20" @ ~4" 16 7 /p o 23" STORM MANHOL I AND CATCH BASIN 13" 00 19" 25.0 23.4 'I~ BROKEN 4' 4" FCM 21.7 S 89'55'14" E 104.69' M ':' ,~~55~-'Gt2:~W'(D~)<" ." 4 ~ ~,. I " i I.... J. 4 . 024,L:>. " ' .' . N 1 " '. ,5' ;COf./CRUE ''slDfwAiK~. .' .' ,- " ,., '<1 242 POWE:RPOL ~~" 62' I r--" _ _ -.2J 9L- I '4 ....4.' , "eO.NCRETE Cf/()8 -"';', L .. 2367 23.37 103. 62'(P), (M~ ~ SEWER MANHOLE c/;FN1NW!f f6,EftnON== 2262' EAST INV== 20.25' ?147 _ _ _ CENTERLINE OF HART ~E~_ .-?i.J)L _ ~ _ --2Lll L1A rJr SI"'D~~T J&'f/ffJ M:l1fMAJION= 24.19' n~n, I nJ:;J:; j WEST INV= 2064 ~ 52 Cj (j a (j STORM DRAIN . CONCRETE CRUB 2136 [YD ~ (j J~' I~\ 4,5' CONCi?ETE SIDEWALK ~ ~ (j 8 i. )'" I<) I 1-=- I I 3:1 = I ~1t;3 .q- N blR ~I \ 4.5' CONCRETE SIDEWALK ,[@ WATER METER (TYP) ~ (j ~L_J \ J / 2'!2 / / t 1 FOUND R. R. 0.42' WEST \Q~ SPIKE 8 o /'0 o Ii) -N 16.6 c:;; o "i I 0..-/ 16.6 4" X 4" FCM x ONE STORY MASONRY BUILDING 4' CLFX --.-/ -- _ X 4' CLF~ o ;'2 3 ,3 TWO STORY WOOD FRAME 10 ~~ ffi3 8~ b ~ 2.2 10.3' 71'0 11'0 -1 -1 / / ! ! 4" X 4/\ FCM '245 --- POWERPOLE ------.I " -go ~,4! POWERPOLE w ~ Q (j ~ C.) 19,8' '" ONE STORY MASONRY BUILDING o ~ 9.5' -1n /J 32,5 ONE STORY WOOD FRAME o :2 ~ 52 Cl ~ 8 16.3' x 58,0' 58,0' " ~ 2.3 '" ~ !iQi U I I ;r- /I I L-/ I I L !"\ Ii /\ r- f--/ )J I _ l- i / \'JL PA,R/{ BOOK An IV -- c:;; '" * ~ 'EtDR/DOEsf.' r. LOCA TION SKETCH SECTION 10, TOWNSHIP 29 SOUTH, RANGE: 15 EAST PINELLAS COUNTT, FLORIDA (Not to Scale) SURVEYOR'S NorES' -z: J - THIS IS A BOUNDARY OF THE ABOVE DESCRIBED TRACT OF LAND ONL Y, MADE ON THE GROUND UNDER THE SUPERVISION OF A FLORIDA REGISTE/~ED LAND SURVEYOR AND MAPPER, AND EXCEEDS THE MINIMUM TECHNICAL STANDA@ FOR HORIZONTAL AND VERTICAL ACCURACY rOR THIS PROPERTY'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 SHOWN HEREON ARE REFERENCED TO PINEL LAS 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 rEET - 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'. -THIS SURVEY WAS CONDUCTED USING INFORMATION PF?OV/DED BY ATTORNEY'S TITLE INSURANCE FUND, INC. DATED 08/01/00, HOWEVER, THERE MAY BE OTHER EASEMENTS, RIGHTS-OF-WAY, SETBAC/< LINES, AGREEMENTS, RESEF?VATlO/"IS, .RESTRICTlONS, OR OTHER SiMiLAR MATTERS NOT OF PUBLIC RECO@, WHICH MAY EFFECT THIS SURVEY, -NO UNDERGROUND UTILITIES, UNDERGROUND ENCROACHMENTS, BUILDING FOUNDA nONS WERE OBSE.RVED AS A PART or 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. - THE PROPERTY SHOWN HEREON APPEARS TO FALL WITHIN FLOOD ZONE Y' AS SHOWN ON THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NUMBER 125096 0008 D, MAP REVISED 08/19/91, NATIONAL rLOOD INSURANCE PROGRAM, rEDERAL EMERGENCY MANAGEMENT AGENCY, - PER CITY OF CLEARWA TER. " -1 I BURNETT N SURVEYING, INC. LB! 7078 ;' BOX 2753 34697 5115 Jr. com E s SITE NAME: ADDRESS: CITY, STATE ~..., ~ /-// ,,7 ,/", ~.,~- 'j"" ,f"'"""" ,,/ U C-~,~~-r: Allan F, Oslund Professional Land Sur.1eyor and Mapper State of F!on'da NQ. 4659 05/09/02 If! 2 o -.. If) -.. :> UJ [t llJ ~ ~ ~ ~ >- ~ 0::: ::) V) () :t Cl ~ (j () Cl 2 a ~ ~ :::J d ct () c: ~' :;:: ::) () () V) :s cj 2: Q a 2: <;( >- 0::: d 2: ::) () co DESIGNED BY: SCALE: 1"=20' F.B: 14,15 PG: 18-19 CAD FILE: MYRTALAL.DWG JOB NUMBER: 692.01 SHEET