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FLS00-08-56 FLS 00-08-56 OFFICE RELOCATION 235 GARDEN AVENUE N CITY OF C LEAR W ATE R RE: Development Order regarding case FLS 00-08-56 at 235 North Garden Avenue PIANNING & DEVELOPMENT SERVICES ADMINISTRATION POST OFFICE Box 4748, CLEARWATER, FLORIDA 33758-4748 MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTIE AVENUE, CLEARWATER, FLORIDA 3375,6 v{_~1 TELEPHONE (727) 562-4567 FAX (727) 562-4576 .<~~,. . ~,,\'A . ... -<..\;....::.... "\ ...~ -~ -1'" 4'\\,~.-~ :-J ,...... 4..,. r- CoJ ~..... . J.O:. . ..... . ...: lti ~ ~': !:>: C ~ ~~: err- G* Ch -- . ..-f.~ ~: ~ ~ . vJ . ...... ..... :J' .I. fI"':: ~ ~.l" ~~ e.,.... .:-- -1;. ., .., ~-"~J . ' .,y"11 ,.,.~."..". 41f' October 10, 2000 Mr. James Schwartz Y ockenfloster, Inc. 416 Drew Street Clearwater, Florida 33758 Dear Mr. Schwartz: On September 7, 2000, the Development Review Committee (DRC) reviewed your application to locate an office building at 235 North Garden Avenue. The DRC unanimously recommended approval of the proposal subject to the following conditions: 1) That the required landscape plan be approved by staff and all landscaping be installed prior to the issuance of a certificate of occupancy permit; and 2) That any future additions be reviewed by the Development Review Committee, as a new application. ~ " I concur with the findings of the Development Review Committee and, through this letter, approve your application for Flexible Standard development with the conditions as stated above. Pursuant to Section 4-303, an application for building permit shall be made within one (1) year of the date of this Development Order (October 10, 2001). All required certificates of occupancy shall be obtained within one (1) year of the date of issuance of the initial building permit. Time frames do not change with successive owners. Please be aware that the issuance of this Development Order does not relieve you of the necessity to obtain any building permits or pay any impact fees that may be required. In order to facilitate the issuance of any permit or license affected by this approval, please bring a copy of this letter with you when applying for any permits or licenses that require this prior development approval. If you have any questions, please do not hesitate to call Ryan Givens, Planner at 727-562-4504. Sincerely yours, _ (;d#l1Jif~ Ralph -d. St~ne Planning Director S:IPlanning DepartmentlC D BIStandard FlexlPending Casesl2. Reviewed and PendingW Garden 235 YockenjlosterW Garden 235 DEVELOP1vfENT ORDER. doc ,. f BRIAN J. AUNGST, MAYOR.COMMISSIONER J.B. JOHNSON, VICE MAYOR-COMMISSIONER ED HART, COMMISSIONER * BOB CL"'RK, COMMISSIONER ED HOOPER, COMMISSIONER "EQUAL EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER" - ),'\...1 > < ::z ).'\...1 S:~ ~/ ~ "-~ ~ ~ C) :z - -- 1--~-~~~~~]]m- I - I \\ r-I ~:J ~\ ~ - - .q' 10" uJ ---"1 B" --- j - ~ it, I I i I I I I i I I 1 I -1 ~ -t" > . =~ _/ I ~ I (' II ~, I I I II ~ ~ ~it7C:f?, -':J' (J' ~! -I' _. ~l_ 1\', =k " -, I I l_ i~~ -;0,001 JONf5 5f. 140.00' T 1 - ! - H_ -ii --ti I II I ! I lO,C)O' ----- 10()J' - - 10CXY - 'U\ \\\ ~\ ~ 511t PlAN 5C!t~: 111=10'-011 - ~ ~- ~ ~ ~[E@[EaW\1:~ m AUG 24- ZOOO ~ By_ = f~. DRAFT DO NOT SCALE I rtlF 00 ~W1NO A."lP. l\MIONStlO'NN U.E nrr pP-Ol'fl\n Of fm prnmg .\.~tNtmJOBE~"'''TC''-.F ~"~~'T Of l,j(J[ SitlN).ID Vill rt'rEl-; V'u,." . Ht A!I('HlTKi REVISIONS ISSlffiD FOR . PRELIMINARY o BIDDING o PERMITTING' o CONSTRUCTION DRAFT N~~ t)g:O ~~~ ~ffi~ ;;;> 9 ~ ~~~ ~c:;~ Uf5~ r" ~ ~ V..J.O~ Zu . r./J ~~ ~ u ~ ~ .~ f-< ~ &3 <u ~~ ] o ~ o ~) o s:1 o Cl ~- ,,~ ~, r- (:, f~ ri;'- t< c:il.L. ~ o .- ~~ v, "', _J ~j 1"<; r- u~ (:, V f~ :I, ~ :!. ~ / ~ ~_/ SITE PLAN DRA \VN BY: J.J./GML CHECKED BY: R.D. JOB # 128-00 O~~!;~ I 1 [f':::r~ r:- 1:: T' - I i I I I . I I I i I I , J.. ~ ilY " '-. --......""'~ \ \ . -.= ,.C,_~ ,.1 or f ICE .~ \ \ I - _J CONffKtNC8 .,):= : --::: : : ,rmer flR5f fLOOR PLAN ?(j ,jl r==="U-- \~ _.~ Ir !, I .. II -1 'I I I II ; I ! I ) I ! r~j ,--- - ~ / rr'~ I :1 "-,,\ ! ... ". II \ cc.c".-.-.== tLJ. \ I It lC~.=; -'-~'=~=7 / / / ./ ./ // - ._.--,~~ I o , ,\ , . l~' I , 1 ,-' - . j "'2-. I '"":. ilt VI Of f ICr /n~. ,/ II (' II ---j II '- 1 r=c:'::-:~l tt.-- h it .____ ~_..___ Jj RfCfPll0N .KK" L_....J o ~"."-..,L rc:: _. --'-- !F l- -... . - , . ". ""', \ f I .. --- .. ._,,/ / ~7 / 16 II ;: , I 0 II ~~ /~ L'.~,.. I __m._.__,. .~ -----1... 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DO NOT SC1\LE lHB Dll W;NQ .\NO OESl\..i'l SlJ(;~N M.8 nil! PROPU IY 01 IllS M( '1;f.l11il1 AND -V.B:-.of ro fiB COl'llil) IN ~11CU O.ll, Mr WUlIWr SKiNlD W&1nN-f 'ONS}';''liT OF nUl.-'..RCil!~'T. REVISIONS ISSUED FOR . PRELlMINARY o lllDDlNG o PERMITTlliG o CONSfR{;CTION N ~~ ~ ~o ~ ~~ < Z~ ~~ftl ~~~ u~~ r" ~ ~ V~ O~ Zo I i '00 ,.Sf-1 2U ~ ~ .~ ~ '/J ~ ~U ~~ o ~ <1J ;:j ...d O/J o d 8 l~ ~ ~ ('of l'- ~~ ~ >J.o ty ~ 5 - ~l ~~ v.i~ u~ 1; '-:, :!It v ~ ELEVATIONS DRA WN BY: J.J./GML CHECKED BY: R.D. lOll # 128- 00 DATE: 08/01100 3 o o C> ru CO ..-1 ~~ Pi 01 o Pi ..-1 > o :.z:: c o .:E en ~ '0 ..-1 0... .:E f-< ::r: U1 --- ..-1 o , to ~ Pi --- ~ ..-1 U1 (-!) 3: o --- l..L Sou th, Range Pinellas Coun ty, Florida t>,"LE -, G . 3 L. 1/8 t 0 7.. / E 21- 1[. 213 ;u A" K~ II 0 ~ 0',. u ~ I ~ ~ '" ~ ~.. ~, \. ~ i " I '" . ' ,. ~~ ", 1\ \ 11 5-77 \ · 7 ~ '~c: iIsO~ · ,.,: 1 ~~'7if 1 ~ a~ ~ ~I~! ~ ; :: ~ n ~;ji~":""~" ,\ ~ HARBOR ~.~ \., 3SLO.N '~ ~,.,.,3 9-107,/::J _ ~ r: 0 u. .... ~. 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INLET )+C;CEXIST.FHA ec Ion l I I Y EXIST. 8" SANITARY SEWER \" EXIST, 6" WM TOP 26.76 EXIST, INLET f 1----.._.\. EXIST. INLET \ _ _ _ _ _ _ -'IIhI JL20.28 -'IIhI - - - -'IIhI - - - - - - - -'IIhI -'3 E"'ST MH EXIST, STORM MH TOP 29.07 ,,/' ~ -++1-- I -ww ~ -{O';52i~ - - - -ww - - - -ww - - - -;w - - - -ww - ww , s~~~~'\ RE 2757 TOP 25.15 IE 26.48 ;~P' I '~~,' _ ~T:2!O~ ~L - - - - - - - - - - - - - - - _ __________________________ ================:::===:::====::z "JI-~' __- ./ IE 22..31 W IE 17.61 N TOP 29,32 ~ K-- EXIST IRJ:'t"LAIMED WM -w- _ _ -wt.t-- - - -wt.t-- - - ~ -wt.t-- -wtJ-- _ _ :::r- _ _ ~ !.J~ l&w _ ~ '.::~ -!- -=- -=--~ -=- -=- ~ EXIS~, ~R~ - _-r.'- _~ -=- I -=-=-=_~=--:~-:~=-=_I_EXIST. 5!" RCP _=---:, ').~O'o,t -:: _~- _ ________ GRAPHIC SCALE I-- :3.-' ~'t- .,---~---- .-4::- -2 ..:; I _ 20 0 10 20 40 - EXIST. 54" Rcp.s (O I ' <&.9 PROVIDE DIP IN SIDEWALK ELEV. -> ~ 60' R/W : (ASPHALT) 6' 97 _ _ _ _ _ _ _ _ "1-\- -EXIST. MH' ~ ~ 1 I I ~ r I I ~ S FOR STORMWATER OVERFLOW 0 ~-----~------ 'J' RE 2876 l _ _ I , " 't I MA CH EXIST. "R ________________ 1 C) , _ _ ~.!- S~RY SEWFR . _'__ ___ SI~ WA!:!'_GRAO~__--EE~J.2- SA!JIIt-N..5~~oq---- ---=-- 0.50' OJRB ~ ~ 'f'. .. __m_~JUUH'.----- ___h__ _ ___ ( IN FEET EXIST, ." ""'~ ,f -j. ~X1ST MH' ..,--- ----------=t-.=- ~~....~...... ......"..=t:..........[...................-i=-:.=o..........,.-V...."..=-............,....>\<2:;-. ----- IE 21.56 N j I' T , 1 i'neh = 20 ) =====-:.-::.-::.-:::.- . ---= I I" ""~-;.~ ---:::----------- ------ . -2-> '6' W EXIST. INLET 9 I I ft. --:::'-:::'-:t, ,RE 29,30 r..~ff,'~11~'~J."" l"'.l!/OOI'!i.'Pri'URS'" .......... '''7 '''-> TOP 26.20 -& ~ " . '~~, I I liE 24.74 ,.'If rtd/_/~) i'n, l,!,l'~;tl/~,,,,,,,,, ~ MATCH EXIST. GRADE v. IE 24,56 ;!: I I FIR 5/8 '~, 1 liE 22.34"E u.'TVr...~ L'd · A \ . '1.-C) . ',., I ' . 60'R lal2230 '\ J liE 22,38'f S II FIR l/t 010 rlOO.J .ODDrlDl$'[1\ PALMUTO & N89'09'10.E '1.--1 'I 0\& 209.891'M' 210'R ~^'\~ -,'1.-'0 L2__ rFlR 1/~ ~9~2 ~ I' ~.I.M~ -.A"---F _ BIJ( COR. ~~ I liE 22.52: N I~' OAK 80. mvr\NUI .-1....1 + -#-- - - ' - -. - - - - I - - . 'R' I _ I fCI.l .'X.' '1--~:=1~ --t--r--'::'^T.:-::-"l'll-- ..' "'%:0,"'- '" .'$: rr:r.o . ~m=~ I'AiJitTTO 0'6 70'R PALM TTO 70'R -2-> FIR 1/2 70 I I fIR 1/t' N891505 E'\, <9 ),001.4, 50;~ III ~ . 47:~~ . _ .7.2.!. . - '0: -.$, ~ .. PALMETTOJ 13000 I , I 1 t}~~ \ 1 &1 ~g.$ I: I r ~ RETENTION ~ r 0 STORMWATER 18.9' I I I I 0.98'w. I I I I II,' ~, . - . -AREA. - . - . - -, . . OVERFLOW 10:: I I I I ~ 11 I I I! :~~.~ . \ I I. (SEE DETAIL) I l~ I I, i I ~~;3~~nW _ 7,92'M; 8'R CONNECT TO EST. ::1 1 j II ~ I~~~' 9T A t I. I I.. III t I I I i~BE~~J5 ~~E ::1 1 'r--L !I ~ i U [j RELOCA TED B L- I J . Ie I I~ I I I I LINE L2 CONTRACTOR P~OR :: I ~~.n :: P)M d a::: 2 STORY BLDG. ~-1 >< ~ ,711 . ~ I, I I N89'22'10nE _ 18.58'M TO START OF :S1Rucn~1 II '--1 lillllI' 00.. 1543 S.F. ~ ~:8 I I .~ X 27.6 \ l 30' I ~ I I ' II ix> . I IJO I .... I , I MATCH EXIST. T I II ~ xFF 30. 75 ~ :rtD .. I .--~ILT FENCE ~ I I I SIDEWALK GRAfE:: I n \ ~. 28.6 (/)O~. I I SEE DETAIL :p I, I I ::r r 0:' T: ~ ~ LOT 8 <O~ I '1 ON SHEET 2 .., ~ I I: ~ !!I 'WI rll~, I (J) ,,,'r No. I . . I 1""'- r-1 ,--.,. /' I II I 3 li! II N · ~lf:" ... I 0 & I " ( I 56 Lf' 3/4- WArJ SERVI~ W l:J4l a l~ -I~ :" ~ PALMETTO J '1 I I . PARCEL 2 I . tn LU I ,I ~ Q; , WET TAP TO BE PERFORM~ :::> 1=" >-1 '.J{ It -111\ ~ l .3833' I'. , II I I I s 1 BY CITY OF CLE WATER II Iz'~ ~I dJJ ,I ~ ':1 I ~ . , ,I FIll(.t' I I ~ TO BE FIELD LOCATED BY! ::r: !:::I .- r :' .' 23.67 RAMP 5. I . U ~ N I SIR 500' 0.055. tQf I I I 51 LOT 7 l1-IE ENGINEER. II -"'I 28' 'A 8.0 --- '0 < -' SR 500'.;1 -rlPA<MU'" -- ----- .-- ~.28 LOT: I' 63 ~ I !ll IZ'" ~ I 4_ k I 2~98~ A~tJ ~ ~~ --:- ~ -... ~ ! X 278 O/SI vn: C~~!......I~r--'''1--S8 '14'20nw ~--C.-l.oo'Mc;r170'R- -----1-- ---1', I i ~ I I II W I~ /-' I I ~ ~~ PI? 12' ,9 . If 1f II ( I : :' ~ I' 1'1 10 0:: , I ~"'t:. IV ~ 0'> ~ II I I I I I I ~ Ii a::: ~ ~ I ;J,'i~ ~9.Z 9: ~ I <E\. ~~ \ .- ~ ~ ~ I LUM, ARPORT. I + I I I ~ DRIVEWAY PER FOoft'cl<3 ' WI ~;:i~! 2000' ~. S5fT~f ~ ~'O. IfI I tn I! i 1/ 1 I! I ! I r5 I I ~~i2H ~~lS~~5 :1 '~I:C ~I t ~; I ~v SHEET 2 - t '- ~ i O~ 'r-----------L------------------------------ ---i ~ i I'! I PAVEMEN~ GRADES II F- : . I (.('r~ I I ~ N OAK oi I I I I '"~ I I I II a::: ' . ?'8:'{;'; ..... N 'I , ,0 I , I ~I iil IO~ 281f:- ~~~: < ').J~ ". l~ ~ ~ do~\l! (ASPHALT) ~ I ~ !,! ~ II Z I r; . , ~ _ -. ~ _ S PALMETTO ~ T '-,. ( I * I ~ 'I I I . III I - - - - .' t V-l " , g, I I I I ' &. II " I X 27 9 :z , I I ..., I...... I I I' , ~ :!~ II I f..:l ~ PARKING BLOCK(TYfl.) - I l~~a ~ ~ I~ I ~ I : I! II Ii' 1 I iJ9t~~x 28.4 '~ P:-JI I !,! ' I I I f!\j: w.t0'" I ~" - FUTURE 6' FENCE \5 JsA I I I I 'I I I II h 1 + 1 'lO'R. :1$ p; iM<'" (BY OTHERS) P""""""t-> ~ i ,_d__ ------- ---- ---- -- _d_ -----1-- -< : :! I ~~I~~~~~~i~~~ III I~! :, :~1: '/I~~-- (;~~;. I ~ II I x 23 6 n~h i i j ~jALUM' tRPORTJ it : I-J I' i 11 FLORIDA POWER BO>1l1+' ~ II : lz~'{'~' .3 '1~J1 /' / . x 2t 2 ~ \'t\ 29,_~ I I I : I ~_ I <1:: I ~ ---- II -- ' - - 1--7 . -- ~_"'" - ....... 0 -- --------" )--- ./ 'I i II 10::: I r- ~~'S;E ~~~~A '1'f,jER~ '" I :, "1 --; ~it~OOY /'" A .L~)\~ /2~ L / /:; '.::2 f------.::-~-*286-~~-=~:--:/-~,~d. ~c -- 1_____ ==--=::. -==...:--.::~:- - .....L~tt- - - -t ~ I' ~ -1 - - - ~ LOOR REMO~D i~. ~ x 1'8571 28 v~ SETN&O Saa'5JI011~\.~,(jfPRCfOSED 105.06\41~. 105'R SET N&D I S88'53'Ol~35.00'M; 35'R I SET N&D !) II : U) 0:: I I U ~ II <111 I I \) II ~ <'8 ~ (EXIST. ASPHALT) , I/,:( 2885 (ASPHALT) ~ * I 1:5 g I ~ II 0 \ III ~ I v \ .u ,Oi., 7 ....1'.l( 16 ALLEY "12862 , : II I I-.J I I _ ~ g !I ~I , (1,\1- ~~ ~ 2 75 EXIST. PAVEMENT TO BE REM.OVED ~" \ i!1 I _I~ I _! _ _ _ Ii L..J....I --.-J :11 <11 I I II I SAWCUT PRIOR TO REMOVAL - ,~ - - -I\--- - - - --= -=c:. __L__j. - - 1-1 I CD \ II ~I I I -- -=-=-=-=-=--=-~~-,-- " 11(40.48' l~ r----;:;;r- InE12.arT IQ,! I !~I ~ 1 ,I i! : I ~IST, MH PlAnED LOT UNE (fYP) i.. / .. '\ I I I. ! I 8' Qf !.I! ;1 I I I III I RE 28 10 1 B L 0 C K 6 . r u5'W. I t I !II I ,t ~ I I :U~:~: ~ (I I : I : : r-r- I I ~ I ;1 ~l! !! II I : (A~n I: ~ I (A~n I \: : I 4: ~ I i I I : ~~~ I~ I !! II ill MAS~~~; :O~OR~AMEi: ~' I ~ PARCEL 1 I lEi ii, 1 PRECAST CON~~ETE WHEELSTOP iil I I i ii Z I BUILDING II I ~ 1 \ tn I I, i I I~ ill I II :: I 11 1 1 I I I' I I S i:, 'I ii I " rr--, I I I! I I ~ ii I ! 25' ii I I i I I II ~ EXIST, TWO STORY C.BS ~ \ II' LOT! 4 ~ 9 ill' I Ii I ~} LOT 1 ~ LOT 2 LOT 2 ! 1 LOT 3 -I. - ! I /_1 ~ ~I I I: ~ ~ L - - - - - - - - -' I _'" il J I II ! I I I ~ III I 11:1 Ii z I I ~ : 1-- I I I - II i I I I II! I Ii ~. i \ ~ I 1 I I Ii! I iiT I 'I ~ II ~i 1 ~ II I I .1 !T\ I I I III II - I ~ 1 I I I II 1 ,I il I I I r-j I II ~ i ,I I iq 1 I I il ! L~ I: ~ I I I EXIST. STORM MHINi: I II I f (ASPHALT) (ASPHALT) I ~'lw.'U (TlI') I I' "1 I TOP 2717 I u I ': ii I i I I ~ i i :~ ~~:rii ~W ,: "~L I II I I I ~l~t'" ""'''', ]" I I '-.J; I IE 20,82 S I II I!! I I ::~:Ir;;' E!! ':-'ot~J/i,~}1;!!. '\ ~;-);i: TIEl I I IE 21.00 SE I /~ 1 'I -L !I I : TIE 39.59' ~~~~~~~~"V~~--~--- ~~~~~~~~13J1 ,!! LJI ~ I I " \\ ~XIST' INLET I ' I \ ~ (CONCRE1E) ~ ': fNO N&D I / I~ I "\\ I TOP 27.33 .._I \ - , ~ SIR ~' 70'R LBI4493 / 1 ',.1 , ,\ttl~~!KC:ll IE 23.30 70'R ~ 3~ SET~~__=_~3.:!_ ___ =-__lJ ~ _ _ 70~,_ - - -'__ ---s-=-~---=-~ t_-==- _ _ _ EXIST, INLET aJ,C<i1' ;l I. _~:!.I-~~-~.12~~~1!J~. ~ - ~ -,- - '. ,-- r ~AR~4:~'3tW 104.78M_ _ _ _ ~.Jk_5 S/W YNr- _ TOP ~~41lt- -~,.--..".--- -1 I ,," $88'43'32 W 10~53'M, 105R Wl.L <.a- n;;- - WId- - - ~.l"M': - - - 1!M:: - _ ----.Mt-----------------------------------t-r--- LI.LV "f '~, '.. -r - - W- - - - ~ - - - ITJ'fr en ~f" ~ ______________ _______ __ ~I IE 22.70 / .;~/ I,.--WU-- '~':-\._ _ ~ 0.31'5. \ __ __________________================= '==== =.:~::t:;::: "'" ~. n T ~~I;t ~f:. ~";~~~-.. ~.~.~.~.~.~.~" ~~.~:~.~~.~.~.~.~.~.~:::~.~.~.~:~.~:~.~::::::::::~~~\'"J!~~~:~rm,..rO~;.;~.m.-------------m-- ~~:i$:~~;M-~~-U~:: ~;2~;~~~-=---~S! ," ~ _____-.Jl__~REW _STRE~~ /' (~~~",'"-''' ..'1C" ,_, IE 20,80 N S. BNDY. \k SEC. 9-29-15'/ -\C3: 1 SLOPE \ /" fPJ{gIf9IffiJUil/~ 1" ASPHALTIC CONCRETE SURFACE COURSE (TYPE PC-3 , TREE LEGEND r9J . ) ./ (&[gIl!J[g fRl jJ ~ 1l!J(Q) Il[g ~ 9, Township City of Clearwater, 29 15 East 80 I ExIsting .. - -'" ,... - - /' 00 ').0' X - -If- - LEGEND Proposed ~ ~ -- CONTOUR SPOT ELEVATION SWALE DRAINAGE FLOW STORM SEWER -~ " " .. N/A . - .A. - . CURB INLET STORM MANHOLE GRA TE INLET SANITARY SEWER ~ . - 1\ ~ "'-- -0- ----- --1"-- ..., I _J__ SANITARY MANHOLE . J SANITARY SERVICE WA TER MAIN C) C) I ~ I Q) Q.jC) ..... o o J- --L ~U71rg @~ tr ~ FIRE HYDRANT ASSEMBLY GROSS SITE AREA: 10,185 S.F. (0.23 ACRES) ZONING: DOWNTOWN DISTRICT ("D.) IMPREVlOUS AREA: 6,672 S,F. (65.51%) BUILDING AREA: 2,458 S.F.(24.13%) VEHICULAR USE AREA: 4,101 S.F. (40.27%) SIDEWALK AREA: 113 S.F. ( 1.11%) POND AREA: 265 S,F.( 2.60%) OPEN SPACE AREA: 3,248 S,F. (.31.89%) TOTAL AREA: 10,185 S.F. (100%) ~ J ~ ~ .. . CQ., GATE VALVE ASSEMBLY WA TERMETER POWER POLE Q.j -0 u (/) ~ " ----) If) GUY WIRE OVERHEAD WIRES FLORIDA POWER CORP. MH TELEPHONE MH GTE LOOP BOX GTE REPEATER GTE PEDESTAL MAX. BUILDING HEIGHT: 50' FAR: 0,30 (2 STORY BUILDING) BUILDING SETBACKS: FRONT - 20 FT. REAR - 0 FT. SIDE - 0 FT. PARKING REQUIRED (OFFICE) = 1-3 SPACES/1000 SQ. FT. OF GROSS FLOOR AREA PARKING REQUIRED(2-STORY): 3,086 S,F. = 3.086 x 3 == 9.3 SPACES REQUIRED 1,000 S.F. PARKING SPACES PROVIDED = 12 SPACES INCLUDING 1 HANDICAPPED SPACE W :J Q~ >f:::: <(~ (j ZC) W:----J olJJ 0:::0:: <( 0t3 :r:~ ~LL: O:::C) o Z ~ d "") " IJ) c c:n 'u; Q) e c ~ o l- e rl o IMPERMEABLE SURFACE RA 110: 6,672 S.F. == 10,185 S.F. 65.51 % (!) t rwIf9~UfJIJ~ ((iJ{g (g~~ (gJ$ 12 GROSS SITE AREA: 10.185 S,F. (0.23 ACRES) WATER QUAUTY: (0,5) (10.185) = 424 FT3 12 POST DEVELOPMENT "C. fACTOR: ~ ~I ~, ~\ r:::. '" ". I..... 3/". DIA. OPEN HOlES .... '..::' . ". 2-NO, 3 BARS-18~.G. . ":<.::;'. :.." ':. _~' . c.: :'{'~'<>;'.:::';::"., . :~~.<~:,'.<~..::,~.>.~<$:' ;::' ,.1.. ,. '. f ~-..., . .,'. ......,~ '.' ti~..::.., ,,":~q.,. :..... ~. ~ <.. .::':';'-l'>" "- ", " t"... . ~.::. ..:". . II l.... ,.. ......11. 2.,. IMPERVIOUS AREA = 6,672 (0.95) = OPEN SPACE = 3,248 (0.20) == PONQ AREA = 265 (1.00) - 6,338 650 265 7,053 UTILITIES: WAT~R & SEWER - CITY OF CLEARWATER EU "~TRIAL - FLORIDA POWER CORPORA 11 ON TEL-PHONE - GENERAL TELEPHONE FLOOD ZONE: 1111S PROPERTY LIES Wl1111N FLOOD ZONE "X" AS DEPICTED ON FEMA FLOOD INSURANCE RATE MAP 125096-0015-D, MAP REVISED AUGUST 19, 1991 LEGAL DESCRIPTION: LOT 8 AND THE WESTERLY 10 FEET OF LOT 7, JONE'S SUBDIVISION OF NICHOLSON'S ADDITION TO CLEARWATER HARBOR, AS RECORDED IN PLAT BOOK 1, PAGE 13, OF 111E PUBliC RECORDS OF HILLSBOROUGH COUNTY, FLORIDA, OF WHICH PINELLAS COUNTY WAS FORMERLY A PART. NOTE: 111ERE ARE NO ENVIRONMENTALLY SENSITIVE AREAS ON 111lS SITE. ,. "C" = ~ = 0.71 1 0, 185 ATTENUATION REQUIRED (Q=C1A): .C" = 0.71 - 0,2 = 0.51 "I" = 4 -A" == 0.23 ACRES Q= (0.51) (4) (0.23) = 0,47 C.F.S.. (0.47) (3600) = 1,692 FrJ REQUIRED 1,692 FT3+ 424 F"r3= 2,116 FT3 VOlUME: PROVIDED: TOTAL 2,137 FT3 \ I I F ALUMINUM OR FIBERGLASS SKIMMER -STAINLESS , STEEL 1 - FASTENERS 1- 5' ---l . I 101 1. 2. All elevations refer to National Geodetic Vertical Datum. 17. All clear zones to conform with FOOT Index 700. The location of existing utilities are approximate os shown 18. All right-of-way installations will comply with the State of and it is the contractor's responsibility to determine the Florida Utilities Accommodations Guide. exact location and elevation of the utilities prior to 19. All proposed onsite work must comply with City Of Clearwater construction in their vicinity. Subdivision Regulations and Minimum Testing Frequency The contractor shall notify the utility companies in the area Requirements. 48 hours before beginning construction. 20. Disturbed area within the riQht-of-way will be compacted Required tree barricades must remain intact throughout to 100% of maximum denSity and sodded. construction. Encroachment into or failure to maintain tree 21. All manhole and inlet access covers and frames must be barricades will result in enforcement action which may include constructed per "Supplementary Details for Manhole and Inlets. citations and/or permit revocation. . Index No, 201 of tlie Florida Dept. of Transportation Road All practicable and necessary effort shall be token during Design Standards, Jon. 1984 Edition (or latest edition). construction to control and prevent erosion and transp'ort 22. All drainage structures must be constructed per Florida of sediment to surface drains and to lakes and also to Deportment of Transportation Road Design Standard,. conform with permit conditions. 23. Signs and barricades to be according to F.D.O. T. manual of safe All areas of exposed earth resulting from construction practices; reference F.D.O. T. indexes 600 thru 650 activities sholl be sodded as directed by the engineer. A "maintenance of traffic pion- must be submitted to ond approved Seeding and mulching shall be applled only where specifically by the City of Clearwater prior to the commencement of construction called for in the plans and specifications, or where r whenever one or more of the following conditions are met: specifically directed by the engineer. . a) Street is closed to thru-traffic for periods exceeding All underground utilities must be installed before base: & 15 minutes. surface course ore constructed. ) All pipe lengths ore plus or minus and ore measured to b One physical lane supports two-way traffic movement center of structures. c) Traffic ranees) normally designated to handle movement in Sewer lines placed with less than 18" minimum vertical one direction are being rechannelled to accommodate on separation crossing water lines or STORM LINES sholl . t have 20 LF of ductile iron sanitary sewer centered on the opposing movemen . conflict. North Garden Avenue maintenance of traffic to be In accordance 10. Conflicts between water, storm and underdrain systems to with FDOT Index No. 604. be resolved by adjusting water lines os necessary. 24. Ramp for the physically handicapped according to F.D.O. T. Index No. Existing tgpggraphic Information as provided by APPENZELLER, 304 to be placed at 011 intersections and driveways os directed in BOYD de ZARRA, Inc. Contractor to verify elevarions prior to the field by the engineer. start of construction. BOlundary survey Information provided 25. ~e constructIon of pavement within existing City of Clearwater by GEORGE A. SHIMP II. & ASSOCIATES, Inc. I Right-of-Way must meet the following criteria: The contractor shall use extreme caution when conne~ting Asphaltic Concrete: PC-1 (3"), ~ 8" mOT certified compacted proposed sanitary sewer and water mains to existing mains to 98% max. density as determined by AASHTO T -180, or structures. Any damages caused sholl be the Contractors Subbase: 12" to LBR 40. responsibility. (See Note 13 also) 26. Saw cut existing edge-of-pavement prior to pavement tie-in. Connections into existing City Of Clearwater owned system shall 27. New driveway to North Gorden Avenue to be constructed per F,D,O. T. b . t t Index No, 515 for rural rood construction. cf VIa fe U~ft. W~t t~p Sh~" beh pe~o~m7~ ~y trhe Cit~ r 28. Safe pedestrian traffic to be maintained at 011 times. healrwba er i i les erVlces ranc. 0 ena or e we aps 29. No stockpiling of material within the rights of way shall be allowed s 01 e provIded and installed by the City Of Clearwater. 011 debris sholl be removed from rfghts of way areas each day. Top fee to be paid by Deyeloper, All paved surfaces sholl be swept daily. The Contractor shall remove 011 abandoned utility lines. pipes, .30. Any portion of the adjacent roadway that sustains excessive structures and other subterranean 9bjects to a minimum construction related damage, in the opinion of the City of depth of four (4) feet below grade, or os otherwise directed Clearwater, sholl be repaired at the contractors expense in the manner specified by tlie City. by the engineer. 31, Plans are not valid for construction unless signed and sealed 15. All ba~kfill over any pipe (storm sewer, water line, sanitary by 0 Professional Engineer Registered in Florida. sewer) that is to be Installed under roadways or within the 32 Any discrepancies befween the engineering plans, architectu.ral embankment, etc. of the roadway is to be compacted per . Dep't. of Transportation Specifications,.t Section 1215-8. 1991 plans, or City Of Clearwater or Pinellas County Municipal ..ges,. Edition (or latest edition) and/or M~HTO - 99 (100%). sholl be brought to the ~ngineers attentIon prfor to r;pn .'~~t,r,~,~ :~~,. All sidewalks to be a minimum 3000 psi concrete and 4" 33. Contractor to p,rovlde englnee~ one complete set 9t .~~i:Oo&\.'\:'-;''''~ ~:~~o,~~~ep~A';'J~~~gY fiio~~J~. Wh~: ;~.', ;" A Lat the soomPle,,'OO o;;:..]Oo\. P... }"jj...?.~71.. ... 7~A/~~, ~'~W.'" 1 "YM , J ,j{~~o.;~~f}~2 ,t1~V\>>~~t~ ~f!- , \\\.\",..., "'.; - l' -- 4' PLAN 3. 4. I- l' -t 28.50 1- l' - STAINLES -- b 28.2'0 .f SKIMMER STEEL ~-4T~~ FASTENEr;~ 2780 5, SECllON CONC. BLOCK OR POURED CONe. S TRUC TURE STORMWA TER OVERFLOW DETAIL N.T.S. 6, 7, 8, 9. PROPOSED '" BU/LDING '" "'''''''''' It: I I I 11. 12.5'.f: RETENTION AREA TOB 28.50 V MATCH EXIST, 2' GRADE - 12. TO REMAIN 6,1i PINE 0,1' OAK 0,0' PAUl PERMIT TYPE APPROVED 2' · FOOllNG_ R. I Z ., ~ ~~ I I I I 1_ 4.5'.f: -4 27.50 SECTION A-A N.T.S, 14, NUMBER TO BE REMOVED A.,i PINE .". OAK . .,0 PALItI 6" lIMEROCK BASE COURSE (LBR 100) (98% T-1aO) 9" SUB BASE (LBR-40) (98% T 180) 13. PINE CITY OF CLEARWATER SITE PLAN FLS 00-08-56 / / / / / / / / / / / / PROP. PAVEMENT ~- ~ ~ ~ ~~ -ti'RETENTlON.\ - ~ 1 AREA '). 1_ 4'.f: -l 26.50 SECTION B-8 N.T.S. OAK CLEARWA TER UTILITY PERMIT CLEARWA TER R/W USE PERMIT CLEARWA TER TREE PERMIT P AUt ALTERNATE: 1" ASPHALTIC CONCRETE SURFACE COURSE (TYPE PC-3) 6" SOIL CEMENT BASE OR 6" CRUSHED CONCRETE BASE 9" COMPACTED SUB GRADE (98% T 180) 20' It: IrMA TCH EXIST. l' v' GRADE I 16. 0' o l1iCR .' o l1iCR OTHER SWF'Mv1D CERTlFICA TE OF CONCURENCY 46-021477.000 TOB 28.50 " PAVEMENT DETAIL @ .s2~~~~Ei~DO Landon, Moree & Associates, Inc. Mj'Ofl" copying thi$ docf.Jmt1f/t in any monnfll' withcut th" tJxpress8<J consent of LANDON, MOREe &- ASSOCl'A ITS, INC, sholl b" prosecuted to th" fuN extent of th" low, -DO NOT copy al RfPROOUCE _ SURVEYED 6-8-2000 BY: GEORGE A. SH/JIP II AND ASSOCIATES, INCORPORATED L4.NO SURVEYORS L4.NO PL4.NNERS J3dt DeS(}f'() B(}t/lJ'Y.U?1J, St/ITK D PAlK IlUlB(}H, I'l(}HID.4 31683 PH(}HK (117) 781-5196 I'D (7.17) ?86-f.iS6 N,T.S. NOTE TO CONTRACTOR: TREE BARRICADES & EROSION CONTROL MEASURES REQUIRED TREE BARRICADES AND EROSION CONTROL MEASURES MUST REMAIN INTACT THROUGHOUT CONSTRUCTION, ENCROACHMENT INTO OR FAILURE TO MAINTAIN THESE BARRICADES WILL RESULT IN ENFORCEMENT ACTION WHICH MAY INCLUDE CITATIONS AND/OR PERMIT REVOCATION. --.:-^<...-- \'\ ~ ...: C) o I ~~ o .. 8 I.) ..: c:n c Q) o E E~ o ~ ~ ~ '-" (/)......... ;j .. 09- E lJ _-C ~ ~~ u Q) ~ I.) Q) is . o c "t' I") I") I") 1 :; "t' "'" 0::: ~ W~~ J-wif (f) ~ II) (j)1I) O~;J; 0:::1") --.J a c:{ I. <09 L..I.- .- 0::: Z"t'g W I.J.. 0:::" ~ ~ U ~ o ~ >- d I I ~ -f J .. .2 m ~ L I- I f , -q?---- I I : 1-1-----1-----4-- 50(OO'M; 50'R I, '{t ,I II ,I II ,I II II ,I II ,I 1D ,I 1.O ,I -IL- II I' II II r: 'I~ Il~ t II~ .JIO ( II ~ 'II ~ 115'tll 3 'I::Z II II II I c::> II II ~ It IJ I I I ~ 'MI , Ij I I : I I I I I ~I \n "" I I ~I O~I, ' , ,"t" :',' , , '., '\ ~~ ',' r 71~ II II I~I f II // f/ --.U.lLL /~f ~:-TllVr // ;$'~ == ^ .:;::- ...::::",;',;::: J!, ," , , 'AfM y I i-- I = = = = ==- ..:::: .:::::- -- -~ -:--., '::--... ,,~ ":::.-;. "~ "~ "'~ ~" " \\ N89'15'O~'~ \\ \ \ ' 111 1\ II III II II \I \I II II I I \I II II \I 1\ 1\ II 1\ \I 1\ i~ II \I 1\ \I II III II II 1\ !~ II III 1\ 1\ \I II II 1\ II !~ II III II \I II II 1\ :: --t II~ 1\ :: I II 1\ \I I II II I 1\ \I I II ~!I --~- ". ~ , " FIR 5/8" LBU 2230 BLK. OR. fiR lit J I 2984 I O.U'S. I O.98'W. ,. ,', ,;\,'10 . ,1{,',<''i . > J .~'. ' . , ,,'I ~ .~~" :z c::> ---" . <..N ---" , ' ..p. OJ :s :E t-.' '" , " -': a: :3 J ~, -, <;;) a a ('\,I r--- -.rl to ('\,I o - ,,I ^~, " L() - <;;) > ~ ~. u <1). :3 . ~ U o --1 m . <' " ; O'l ~ u fi\ COPYRIGHT 2000 '!Y AU RXGHTS Im3ERVED . Lando~ !toree & As~lat.es, Inc. M~. cop)itlg W, <hcumoftt '" QfIY /1'X1I1fIff' w;thgut th. ~O$$N conSoIIt ot: WJOON. IJORct .. ASSOC7A~ INC. Shal f;# pt'O$lJCutH '(1 jM iii' ~t(ll't' of tIi. !gtt. . . . -NNorC(l)rat~_ ".~ ' g: ~ u U) -' ...... - o I '.0 ~ ~ ~ """' U) t.!) :$ Cl - ~..' ,. ~ . i',.';~:/. #."".<: ;:': .:.' J , ;t': 'c . . .' .' . ''''~ 4' ,~\ '/of! , < "~'" . ~ . . J . ~"". ~, . .' "1. . I I I I I Iw ::) 1e5 > 1<( :z: I~ 0:::: 123 I~ I~ I I I ,.--.... I- ---1 <t: ::r: 0- if) l.::s 3: ---.. n::: 10 L!J X' I I I T I I I I I I I 1'- I I I I I I I I I I I I I I I I f I I I I I I I I I I I (+, ....:..../ '1 I t' " :: ..f , ' ,~. . .~ .~."' ,;" ~ , , . ~ 11 \>,'," t ." " '",,' i ._ - ~ ' ,~ < $,-t .. ,....' , ", I \\ \\ \\ \\ ~ \\ " ~ WM-- WM--'- WM ~~ WM ~ .," . ~ ' . - ~ ~'~ ., 1 I I, r, . ":l... r ---..L... " -'':'''- _ _ _ _ _ _ _ _ _ _ _ _ ,~- ~ ----------~-------==~=======~======~====~=====~==------------- - JONES == STR-EET - (JONES--A VENUE PLAT) EXIST'\WAIMED WM WM. . WM · WM-- r- cr:. L " J\ . . , 'r" .. . 5 ";0 ~'( ~., ~:n ( IN rEET ) t inch ~ 10 ft. 10 ,..,.' 0' . ~7" ..' ( '20 .... . t ~.. -dAfM y ,~ . . . .' LANDSCAPE L~GEND .1 . ,. \ I WM- '- T' r '_ . (;. '.,. . J e ~~ - -, I I 'f-- " uvt OAK QUERCUS V1RGINtANA 4- CAUPER MINIMUM 12' IN HEIGHT AT PlANTING MINIMU~ 4' sPR~O . 60' R!W : (. --- --- --- --- - -...- f ____ ___ ~ _____ ____ ____ _ - -:..- - - - -:-.~.- - -.- - - . [0.50' CUI ~ *------~--------*==~=========-======== ----- ----------------, - . q --------- . . BRG. REF. LINE r-rYY"'\ \.".).JJ.J HE~ SHALL BE MIN. 1&- IN HEIGHT AT PlANTING AND PlANTEO . 36 ON CENTER MAXIMUM. PlUMBAGO HEDGE TREE LEGEND TO REMAIN TO 'BE REMOVED ~ ~ " 0,0 PALM' PALM .. e'O : PALM .' '-~^ ~ RETENTION -AR E:A ~. ~l . )I . o,e. . . -f-pALMUTO,(y~ 70'R PALMETTO NOTE: J EXISTING PALMETTO TREES (14", 18", 18") TO BE REMOVED , , . " , '. LANDSCAPE NOTES ." ,. ,I ., 'I , 'll I . II II . -, II . .1 J '. 1,1t;.--'~kLi qi~~~ . > . I' 'I . ON SHEEr 2 , . "1 L l ".~. I ~ '. : ~ I ,':.; \I~ I~.~ 1. ~ . I' If ~ (~ x ,0 .t". 0- ,0 I&: J .1 3: "~I ~ l ';Q- I <::> " I ~ J <5 (z 1 ':. I I II ~I: , 1.. All plants snail be Flol-ldo N~.; 1 or better. All plonb shall be tWko" of thetr ': species or variety and sholl hove 0 nOrmal habit of q.rowth. They ~hqll be sound, healthy and vl'gorous, well-bronched and densely foliated when in leof..' They sholl be free of disease and insect pesh, eggs or'larvae'. They sholl' hove. healthy, well developed root systems.' . '. 2. All plants shall be nursery grown st~k and shalt comply with aU required inspection" grading standard', Plant regulations and reql"liremen\s for. rri~o~urement, branching, and cuJturol practice,; 0, set fQrth in the F)<>rldo Deportment of Agriculture Grodes ond Standards for Nursery Planb.. Ports I 'and II, inclUding lOry revisions d, deter.mlrted by the Stqte. Plant Boar(j 01 f'lorfdd',,' 3. All pronts shall be hardy under climatrc conditions similar to those in the 19cality 0' the project. ',." . 4.. All. plonttn<j ore<:lS shall be fine graded by the LANDSCAPE CONTRACTOR. S.. .AII proposed plantirtg areas for trees, polm~, shrops, and 9"oundcovers shall be. ' . top dressed with 0 minimum of three (3) inches of plna bark mulch spread '. uniformlj in, depth ove! the planting beds a, detineoted 9n tJ1e plans, unless " , ".othetW,ise specified. '. ..' . ~~..:: R~~ir~d t,.e~I'9i0i)9 II9ht~ ofwoy shail besj?tJcedq' moxlmu'm of 35' Q(H1: "bt! (] n'lInlmum of f-f/Z.cohber an<l&' ofploMinq. '.:'. .' .',;', ' , "'" , '" T " < . ']."': Owner r~serve$: tl1e right to make modificoUon to this landscape plan' with City ot ' Cl.earwate,r 9pproya'. All ,modiflcatfon shall b~, submitted fo. the city in plori' . '" . form .for apP(Qj(Of prfor to COI1$trvctfon of 1000dscope are9~; , ". ,'. . . . 8.-/or;,o90....re.sldepUaf propeft~es an automoUc Irrlgatl.on s~tem providing, ~~mplet~: . . Ct. ~qter. c9ver.<:lge, for all reqUired and other landscap"lfl<j m.a~errals shall be" pco'Yfded:. . and maintaIned,. os 0 fully funcUonlri<j. s}'Stem. in order tq preserve the 16ndscopiO<J ;1;ln O',.Malthy growin<j condition. ..' .' 9. ' All irrlg()Uon ~ystems cOnnected to the "public potable. ~ater supply sy$tem' shalt' . include, backftow prev~nter ot tne service connectIon. ' '.,: 1 ()." All 'Irrlgotl~ s~tems shail' be installed so os to minimile sproy upon qny imprevr~, , . sUrfac~.' such os sidewalks and paved oreas. . .> . . 1t.. AU ,irrrgatton systems shall inc}ude r<1irt sensor/shutoff devlc~ to <1vold Irrr9atTon '. , dunng periods of sufficIent rOln(all. ;f . 'w - . , 12; If available. recl<1tmed water shall be used for irr/9<lUOn purposes. ' 13. No trees to be planted within site distance trrartgles at ~rfvewoy or rntersectlons. '. - ,,;'>, ~ " . .. ;l " I U ex:: o D- x RELOCATED 2 STORY BLDG~ 1543. S.F. '. xFF :30.75 LOT 8 i " t' . LL . (f) '" ((J '" ,.'I't" # ,{ 'PALMETTO .... . .",,- ;PARCEL Z b === '1.=== ~. -=- . LO Telll OF .CLEARWATER, FLORIDA HANDICAP' PJ\RKING S'rANOARD ~ . ~ NOT FOR CONSTRUCT'O~'~ . r'~n 1.'!V"',dl 'I't:_ -::T-o' Ifli. fn,. -r ~1f. :- ~~.t~- '~: . :ffi.!~~._ f:.'{ 4;E;i'l_ '..... ~~l:~.;; 110~ . --tV I.... . ,,- . ....... ." Flf1(;' ~' ~ '- ....iI. r.x:li;l . ",'~1 I;. 'p~'a';l" '~~., ,,~.( ~~~ ) ~. .' , iovu~ .~lllI<' . ...*:~ e.-;.r"2,.... , .- .~~ I <...,,,.a.) . '-:"-:--"'1' , .....~ ,r-I& -'- "i S' . '-'" . ., . :~f t.....~!'<l;.. ....ft~C" t-~'lA . . <U~, . f-!+, -f-~~.x -1 ..u JJ l:-Itl1 Ux,s ' GRACI AT 'ffitOf SHRUB GREW PREVlOOSlV.(MIN. ,. AOO'v1: fIN. QRAOE) J. WlH. t.lULCH LA'11:R , . lK. wn. ~ '1' PREPAAED Pt.AHTlNO $Of\. FOR oRo\JNOOO'vtR BED '~ " x x . ~ , .- . .'" ~ " e,8 PA METrO " 2.X2" stAKES AS I .. REQUIRED "1 .PREPAAW i'tAAM s6I\. AS . SPE~I). N9TE':' \ltIElf ~ Olf ~~ ~ VSf;O pt MASSES ENJJRt SEG IS TO ~ . txCAVAltO TO RE~M ~TlNQ SOft. ~ PlANT IMT'EIMt-IJtU:~ ' " ., " , OniERWlst SPECIfIP. GROUNDCOVER PLANTING DETAIL' x x '. I~ SHRUB ~ .-.. --".--'-.L... _ _ _ _ _ _ _ _ __ ------ . ~ " , [ II II II FN~ N&D #:~OOO II II II II '. SECURE ll1e;. BOTTOM OF' SIt:. r BARRIER- 'TO J1iE GROONO AS NECESSAAY TO PREVEN T EROSION' .. S(;REENJN<) SHOWN A$! -..:. ~ _ _ -.:....... ~ ." . FOR, REVI~,^, ONL PRCKlSED P A VT P~D SASE .!c SU~ BAst SE T N&D S88'5:fc' ;" . - . . , . NOTt TO CONJ1t6,CTORl ," " . c c. . . REQlJIRE\) ER6SIOtf CQN~ !dtASURES< MUST ROOIN lItTAcf l'HROuGHQVT CONSTRV<:TlON. 'Al.URI TO INSTALL QI1 ~'t f.WNT.lJN llliESI BAAmAl)ES WILL ~T IIf ENFORCEl.IENT ACl10It 'MilCH MA'( IN<tuoc qJA~s.. Oil Pt:RMIT ~i1Qt(. " '.:. . . .', Sll:lSCR~~.~' . . . '. .: '. ,.' , / \, ./ ..~... /1.:,," :. ~ '" >,'. .... .:..- ;" . or ~,', " .'. : 1:'',:1 .' .. / -!~ (.~ ,~~ ;,., i II' .. '. 't:'" tj..J .iJ- ~ , . " .~ t . .f : . , ,~. < .' (,... .'1-, . ":.... .~"' . , .. ~ ~ ~... ',~ . - J;# , : l~""j" *".' '> J< ,. ~ , ._ . . .i.- '1. '" . ,.1';. . 0: :s:: ""') 1~ --If I \\ L - - - - st. - ~ //~ I \~\ - - - - - - - - - - - - - - -EXIST. INLET ~~ EXIST. FHA ec Ion /' ' I \~\ EXIST. 8" SANITARY SEWER EXIST. 6";WM TOP 26.76 ~ EXIST. INLET "f I I ~ ETOXlpST2, 9';T ~ -1l&.J -\W _ _ _ -\W JL2~ -\W - - - -\W - - - - - - -\W --3 EXIST MH EXIST STORM MH TOP 2907 "f/ I.... ~ ~~~__, ___-\W----\W----\W-----nm--- , ...eRr", . TOP 2515 IE 26.48 "tr rm"'.......;- - I --nm '~~.... IE 25.21 EXIST, STORM SEWER _ _ _ _ _ _ S~~\.--t"~ RE 27.57 . ",.. _ _ _ _ _ ~ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __=_________________________ ==================================_ ========================== .. Sp.,~- IE 22,31 W IE 17.61 N TOP 29,32 ~ ~ ~ _ _ ~ - - --wM-- - - -W- - - --wM-- - :::::- ~_ = = -.JJto.----.:::::-- - - - IE 1540 S ' l. I ~ EXIST, LAIMED WM --wM-- _ _ ~ - - --wM-- - - - - --wM-- - - --wM-- - - ~7t- - - - - ~- ~ !.."It.;i! E&W_ ~ >-' +-=- -=-..- _ -=--=- _ -lX~ ~'!fE _ -%- - - -,- ~-=_=-==-=--::--:---==-=- _EXIST. ~. RcP._ I'''~ ~__~~~ _ __-_---- GRAPHIC SCALE -- EXIST. 54" ~ f 1--- "I~\ .?o:~;------- PROVIDE DIP-'N SIDE~ALK EL~V, ~-?-9 60' R/W: (ASPHALT) ~6'-9/ I ______.~--~I;T. MH I 2~0 0 1,0 2,0 401 '1.-0 I I MA CH FOR STORMWA TER OVERFLOW 0 _ _ - ...- - - - - -~ - - - - - - - - '"> RE 28 76 I EXIST. 8" SANITARY SEWFR ,I SID WA~XI~~ADE _E~~J.2':' ~AN\TARY..?QVER_____ ----------- o.sicURs------ {DC) IE 21.88 W L I I ~......... -;r-=J----~--- -r---------- ___ 1 ~~ ~~()O; ____ [ ---- t= --- ",;U,. __=\o________:::rJ~_!l,il1_~______i_______ -..,---- ( IN FEET) V 1 inch = 20 ft. ;.-, ~ v () 1\,' '1.-~~ L2 /" BLK. COR. \~~ I liE 22.5 I N I' -'3000 OAK80.00' PROPOSED ..L.A,9 -L1 0' - - - 209.89'M1; ~10], r~ - - - - +- - - r rFlR I ~ -, t- - -, - - .-::;:;'f--- . . - - M--:r.:~!lo- --t--j---:AT:'--"l'-4I-- ,- '.r,;In'"' '\\" ~ '1r;~ '-PA/JitTTo;:::;(O,9 70'R PALUJ TTO 70'R~;> FIR 1/t 70RI I FCM 4 x4 FIR 1ft N89'SOS E'~, '?.91jooM; 50;i1. I~' ~-2.7:5pJ _.. _ . f.Q.!. . _ ~:- -. ~.. PALMFTTO '-1 13000 I \ t.:: \ I &1 ~g () II . 'r . ~ RETENTION -~ r' . STORM WATER 18.9' I I' I O.98'w, I I ' I II 1~1'r-' -- ,-AREA' -' -' --, \ ., 0 OVERFLOW I l~ I I I LINE L1 ~ 1111 I I 1III ',"'I' SiD' .-25. ~ . . I I. :. (SEE DETAil) ~ I II I ill ~ 99'. '" I NOO'23'00"W - 7.92'M; 8'R CONNECT TO E .ST. II I J II ~ Iq ~.' A II I. ~ ~ c.o I I' SAN. SEWER SE VICE III I I II V) I C;; :r: RELOCATED 3' ~) ~ If:i I I I I LINE L2 TO BE lOCATED BY II --.L.. II 'in ,. U 0 ~ . ~ \ N I I CONTRACTOR P~9R II !-------t li"i : ~ M <: ~ 2 STORY BLDG. ~ ><. : 7 ~ i, I \ N89'22'10"E - 18.58'M TO START OF CrSTRUCTI ~. I I 1'--1- rmm1\ ~ "'. 1543 S.F. 1G 78 . II :~o X 27.6 L.. 30' ! I i I MATCH EXIST.~ I I II Wll.Ul~ .....\ xFF 30. 75 ~ ~rlO I ., r~~~lT FENCE I I W I r'" I I SIDEWALK GRA1 E Iii I ~: ll~ 4: ~ U; 286~ LOT 8 ;~~ 'I II. ~E~1~l2 ~ J' i J II I ~I h~ I (J) ~ P~;~ ~~ . . I I ~ I r , f),r\ I WET TAP TO BE PERFORM :::> .--.. >- ~ II E II I CO r 3833' . I~ I I I I W ~ I BY CITY OF CLE RWATER" 12 I~ ~ a II z 1:1 f'o. . I .~. p'1 FIlI!2' I I ....... I ~?J~rl~~OCiA:~ :Y I~ I~ i ~ II ~lt~ ~I 2~~'~~M!_ 5~1 .' 7 . o~ /SHOO' LOT 6 ~tl ~"a.: Iii " THE ENGINEER. 1111 <X:5V1 II 118,0' 6'Ll1l~~~~'1': ~ LOT 7 '27.W-OSYt1T.ro;. SlR~) LOT 15 II I :~I III · 28.43'11 If 29.1 ~ SIR 500' 'to ~ ~LA(E'TTO - - 28 ~ I I ~~! I I [\1 Ii \~; ~ i 1(1:~R f-,~~~~~,~,,;,~ ~I I ~ x 27.8 o~.i r~]---~r~ r;~~~1;:[1-'--Tl1---11 : Ii' f:1 I ~f~~KFDO~ &I~ : z~' ~.....<,,:~{,< 10.. 1 0 ~ II f-----------L---------------------------- ---11 ! I' PAVEMEN~ GRADES 1\1 !I~~t-+ \, ~ 1 l!&/ ii. ...... ~ OAK Ril! ! I II ~ i II ~II \\1 I~ 1 ~8: ~ ~--; .:i>.;iii'.)'i~ ~ ~:z P~E'~O; t h (ASPHAlT) (It I ~ !I I' III ~ Ii I I ,~9.~o3 /ij~l ~J ~~!! ~ I W ! I I I EXIST. WA TERtMETER 11 ~ I I ' ~ ARKINO aL()CK(TVP.)ii..<ii, " ~ + : ' I I TO BE RELOC TED l ! ~ I ___ ;/28.4 FUTURE 6' FENCE i' II 11 I' I OR REMOVED I ill I I l II,: I ~R r/'JISf ;~~. i! 10V (BY OTHERS) p""","~~ I f------l-~-j-----j,----------mtill , II --\-----iI~L-H! ,~ i)~o.~~1~!!~~,~ ~. k'~;~. -_, -----~~--*~:;:~----!------:~=:--;:i!Lo l_m_ _____ ~~~~f::~ ! ~\\lt- I g! 1 ~ r- ~I I I r:ir7'77 / /' /1./ / '/ ~.L / / I / / _ _ 28.67 _ -/- - - - - ----t- II - - I I I ~ L.() r ~ x Jl8. 571 28 1 5~ -- SET N&D S88'53 O1.W 80.00' PROPosED 105.06'M~1051R SET N&DI S88'57'01'W J5.00'M; 35'R Sf[ N&D i ) \. i I ~ (J) -~ i - - - u II ~I \ I II c: < (EXlST ASPHAl1) · \ (1) ~ "-.il' I I <( ~ I sr./! 0 ~ \ II I \() II _ 8.3<;. . 16' ALLEY :k 28.85 ASPHAL I . I ---...J I co -3 u III ~I ~~ FNfi N&D?~ 2775 .lr ~ 28.621" -1~ I II I I ---...J f-g ! ~ en g II ~ I\;'\ 'F' ~~1~6ufAp~~~NioT~E~~V~~MOVED _ -L,.~"" - - -_ _-_ _-_ _-_ _1- --~-J'nl- - - ~~ -1- --1 en \ !I:III ~V1'1 I I I - - - ~ ~ - .- T ICL I! \ III r- - - - ---:../ - ./ TIE 40.48' ~ r 80.15' TIE 12.87: III I I~ 51 ~ I II :1 I EX';;' M-;;- . PlATTED l011JNE (T1P) /' - I I Ii. Of I I, I ~ I I + I: : ~E ~~~? ~ I:': BLOCK 6 1,\ I tll--~ - ill . J I ~:: 1 ~ I I (ASPHllD I: ~ (~D I \ 1 I \ 4! ~ ! C:l!1' I : ~~~~'" sr. !I! I 'I I I 0 I ' I I ' II :1 !~ I ~ I I MAS~~~ :O~OO~AME III ~ I I ~ PARCEL 1 I I I e I'! I ~ III I ~ I I BUILDING I \ I Vl ! I ~ \ i I \! ,i Z I \ II I I I \ : i I i~ I t, I ' i ~'~ I ~Il'l IL LOT 1 J LOT 2 : LOT 2 ~--1{ EXJSI ~ ;T~Y C.B.S ~: I i LOT i 4 II ~: i I II: I I i II ~I ~ - - - - - - - - - I ~: ~--i \ I : 1 i I i I ~ ~~I: I' + I: il II ~ II : \ III h I \ I I I ,I ~ I I r-1 I I II i I ~~WT27~l~RM MHN \ ! i Ii I I (ASPHllD I (ASI'I1AlD I ~I w~ II I ~ I I IE 20.44 N t II I ARCc \ I I 1\ IE 21.07 SW ~h I II I ~C1.33' PlANlER 15.38'). I I '-J IE 2082 S \ ,..... 1 " I 1i~11~ l18S :;}, ,2.11' ..L'~ I ! LBI 4493 i' I ~ FND PI< NAIL '3S'R I w F I - - - - ~I I I \~ IE 23.30 70'R 3SR SET N&D _ .J F _ _ _ _ - - 1__ _=-=-=-=-- t___ EXIST. INLET BLK,YI l__~ _ -~ll:~~L~'.!.2~l..~],:~' "lK. COR - - ~ -- - ",- - -r -----~--=------ -S8WT32"W 104.78'M_ _ _ _ ~8Y1s.-5'j/j1. VM- - TOP 'l:i.-zo-/ -r~:i~- 1 I ~, ., S88'43"gj' Wht- - - ~~,lQ2.R_ - Wht- ~ W - Wht- - - 'I'" __==-_==-_==-_Y1M._==-_==-_____YM_____________.I1_'"l._______________--V--- TOP GTE CONF. 23.05 ~ IE 22,98 N __--- __--- -------- (~-:' 1- 6" '\.. '\.. '\.. !~g ~ ~EE LE~D -- - ~ rtID;.~:cL~-::J- bPJ[gve69JDif~ 1" ASPHALTIC CONCRETE SUR~gJ~S~~:'~~~; \"\~f' " " " " PERMIT TYPE NUMBER APPROVED TO REMAIN TO BE REMOVED 6" L1MEROCK BASE COURSE (LBR 100) (98% T-180) 6.,1 PINE 1;.'" CITY OF CLEARWATER SITE PLAN FLS 00-08-56 / / 9" SUB BASE (LBR-40) (98% T 180) PINE' PINE' 0'" OAK .,,' CLEARWA TER UTILITY PERMIT / / OAK OAK . 0'0 PALM .,0 CLEARWA TER R/W USE PERMIT / / PALM PALM CLEARWA TER TREE PERMIT / / O~ O~~ .~ '\.. OTHE'R OTHE'R SWFWM 0 / / CERTlFICA TE OF CONCURENCY / / 32. 29 South, Range Pinellas Coun ty, Florida fb @(CfjJ ifD@!#J fN/fjJ{fJ 15 East 9, Township City of Clearwater, 80 I ~ELDR'DGE I .. I" It / 12 \13 7.. / 24 I 215 ;0'7' -.sf 1IO:'t ~TRm '0 ~ 2 I 11/14 / / 2J I 26 i tal 47/ I fl eo ea ~~.. ~ G . 3 L. / / B 1 D 7w / E ~} r L 2,8 J4 .39 K048 il 0 W> D151 58 ! ~ ~ + 4 /1 'I..... 18 / / 21 28 JJ i M\"'~ 7 112 117 ~ ,. ~ 5 I I 8/ 17 I /!O 1 _ 4- 6 2e 32 41 44 IIJ 58 ~ ~ ~ ~ .&.~ 8 \ 7 18 I" 1. .45 '" 31 42 4J 7 1 ~ 114 58 86 ...Jr-?'HARRINGTON G- ~ .- llAPU: II STREET · 4OLJ-' ~ II 5-77 \' ~ lNICH IrsON , l' iT }11 REED -+:-1 i (~ \ ,- 7 2 & . ~ 2 I SUB'., t.:fJ HARBOR BLUFFS ~~ 3 S10 N 7 rr- ~' ;~ 9-107 V II WATERFRONT 3 4 4 1 38 &l:..-I l' /.:'\ ~ ~ CONDO -'-f-- -0 !:I::!15 40 :'-51 ... IWjTS 2fD j' . ~ j 0' j: ,:::>:!Jsl..: ;~ 'k\ · __ i -;- 11~~ i 4 J --; At II HART b' \ '1/ STREET 8 .1- ",.. 1-""" ~. . ~ ~ . 1. .. ~1 :/~ 1#:WO~r:CT I~~~tr ~\13 hh ~ _ ~ 4 _ :. 4 ~ \O~ / ';OCj, TION BlLlIDlRI APrIl ~ 2 J ~ 1 ,,~n: ~3 ~ ~ CO-OP ~ 40 ~1 ~ i A ~ 1 15 i J J"", J 11 i i tf!J.~;e~:~ , ", ,'". :j, · ~:~:~... ;CAi~ 1 YDEN IMi ~ ~ 7' <= ~ 3 ..11 2 3 41111 1111 J~: 1~ ~(~. 4 ...~. S-R. ll80 ExIsting . - -'" -- /' 00 ~'O. X - -If- - N/A LEGEND Proposed ~ ~ -- CONTOUR SPOT ELEVATION SWALE DRAINAGE FLOW STORM SEWER /1 · -~ . - A. -. ~ CURB INLET STORM MANHOLE GRATE INLET SANITARY SEWER -II- STREET W&. H ...!.:... 8 , 10 11 A fi C LM j;~ 1'( 6~~e 21~ STREET ~~ . \ -0- ----- - -f~- I - J__ SANITARY MANHOLE . J SANITARY SERVICE WA TER MAIN J- FIRE HYDRANT ASSEMBLY -L ~Dif~ fQ)#J if #J GROSS SITE AREA: 10,185 S.F. (0.23 ACRES) ZONING: DOWNTOWN DISTRICT ("0") IMPREVlOUS AREA: 6,672 S.F. (65.51 %) BUILDING AREA: 2,458 S.F.(24.13%) VEHICULAR USE AREA: 4,101 S.F, (40.27%) SIDEWALK AREA: 113 S.F. ( 1.11%) POND AREA: 265 S.F.( 2.60%) OPEN SPACE AREA: 3,248 S,F. (31.89%) TOTAL AREA: 10,185 S.F. (100%) .4 . C'lli ~ ~ J ~ ~ -i><J-- GATE VALVE ASSEMBLY WA TERMETER POWER POLE SITE PLAN APPROVED CASE # Et~ ~ -cJ't-~' CASE TYPE R,~ >},;;! ORe DATE '1.7'pt) COB DATE -1:(( A SIGNATURE ..ti 1---- ~/ DATE --1k:fr. ~(J ~ " ----~ GUY WIRE OVERHEAD WIRES FLORIDA POWER CORP. MH TELEPHONE MH GTE LOOP BOX GTE REPEATER GTE PEDESTAL MAX. BUILDING HEIGHT: 50' FAR: 0.30 (2 STORY BUILDING) BUILDING SETBACKS: FRONT - 20 FT. REAR - 0 FT, SIDE - 0 FT. PARKING REQUIRED (OFFICE) = 1-3 SPACES/lOOO SQ. FT. OF GROSS FLOOR AREA PARKING REQUIRED(2-STORY): 3,086 S.F. = 3.086 x 3 = 9.3 SPACES REQUIRED 1,000 S.F. PARKING SPACES PROVIDED = 12 SPACES INCLUDING 1 HANDICAPPED SPACE If) IJ) ~ r::J IMPERMEABLE SURFACE RATIO: 6.672 S.F. = 10,185 S.F. 65.51% rr-~.'~.'<c~ .~ /. I) \ ;1 i ii, @ fQ)[fffjJD!#J#J @[g (C#Jfb (C~ SEP 2 5 2000 12. GROSS SITE AREA: 10,185 S.F. (0,23 ACRES) WATER OUAUTY: (0.5) (10.185) = 424 FT3 12 POST DEVELOPMENT .C. FACTOR: ,,' ....... 3/4. D1A. OPEN H!1lES . <.::~: ,: .~,. 2-NO. 3 BARS-18 L~' ........""..:. .'. 12 ,... ,.<:<...~.e..:,~\:".:.::::.. {::;:...:.. .j.....'.'. ""'~~"." r ..":.::~..::...:;':.(\:~:":.'" Jio'... ."'. 'q~"."'" . ~ .... ,,".'::.<ti.. .... ~ .....,.. .'Sr.'.... . ~ (~<\:<':':!: .,' 8' i ". "e. 2.~. IMPERVIOUS AREA = 6,672 (0.95) = OPEN SPACE = 3,248; ~O) = POND AREA = 265 1,.00) - 6,338 650 265 7,053 l' WATER & SEWER - CITY OF CLEARWATER ELECTRIAL - FLORIDA POWER CORPORATION TELEPHONE - GENERAL TELEPHONE FLOOD ZONE: THIS PROPERTY LIES WITHIN FLOOD ZONE "X" AS DEPICTED ON FEMA FLOOD INSURANCE RATE MAP 125096-0015-D, MAP REVISED AUGUST 19, 1991 LEGAL DESCRIPTION: LOT 8 AND THE WESTERLY 10 FEET OF LOT 7, JONE'S SUBDIVISION OF NICHOLSON'S ADDITION TO CLEARWATER HARBOR, AS RECORDED IN PLAT BOOK 1, PAGE 13, OF THE PUBLIC RECORDS OF HILLSBOROUGH COUNTY, FLORIDA, OF WHICH PINELLAS COUNTY WAS FORMERLY A PART. NOTE: THERE ARE NO ENVIRONMENTALLY SENSITIVE AREAS ON THIS SITE, UTILITIES: "C" = :z..o.5J = 0.71 10,185 ATTENUATION REOUIRED (0=(" .'; "c" = 0.71 - 0,2 = 0.51 "I" = 4 "A" = 0.23 ACRES PRECAST CONCRETE WHEELSTOP N.T.5. Q= (0.51) (4) (0.23) = 0.47 C.F.S, (0.47) (3600) = 1,692 FT3 REQUIRED 1,692 FT3+ 424 F~= 2,116 FT3 VOlUME PROVIDED: TOTAL 2,137 FT3 @[gf!fJ[g!fd#J [b f!fJ@ r[g ~ 1-5' . I 101 ALUMINUM OR FIBERGLASS SKIMMER -STAINLESS , STEEL 1 - FASTENERS 1. 2. 17, 18. 19, All elevations refer to NaUonal Geodetic Vertical Datum. The location of existing utilities are approximate as shown and it is the contractor's responsibility to determine the exact location and elevation of the utilities prior to construction in their vicinity. The contractor shall notify the utility companies in the area 48 hours before beginning construction, Required tree barricades must remain intact throughout construction, Encroachment into or failure to maintain tree barricades will result in enforcement action which may include citations and/or permit revocation, All practicable and necessary effort shall be taken during construction to control and prevent erosion and transp'ort of sediment to surface drains and to lakes and also to conform with permit conditions. All areas of exposed earth resulting from construction activities shall be sodded as directed by the engineer. Seeding and mulching shall be applied only where specifically called for In the plans and speclficatlons, or where specifically directed by the engineer. All underground utilities must be installed before base & surface course are constructed. All pipe lengths are plus or minus and are measured to center of structures, Sewer lines placed with less than 18" minimum vertical separation crossing water lines or STORM LINES shall have 20 LF of ductile irol'll sanitary sewer centered on the conflict. 10. Conflicts between water, storm and underdrain systems to be resolved by adjusting water lines as necessary. Existing tQpographic Information as provided by APPENZELLER, BOYD & ZARRA, Inc. Contractor to verify elevarions prior to start of construction. Boundary survey Information provided by GEORGE A. SHIMP II, & ASSOCIATES, Inc. The contractor shall use extreme caution when connecting proposed sanitary sewer and water mains to existing mains or structures. Any damages caused shall be the Contractors responsibility. (See Note 13 also) 26. Connections into existing City Of Clearwater owned system shall 27. gf via ret J~ft. W~t t~p Sh~1I beh pe~o~m~~ ~y t~ Cit~ ~f 28. earwa er Illes erVlces ranc. a ena or e we aps 29. shall be provided and Installed by the City Of Clearwater. Tap fee to be paid by Developer. The Contractor shall remove all abandoned utility lines, pipes, structures and other subterranean objects to a minimum depth of four (4) feet below grade, or as otherwise directed by the engineer. 15. All baqkfill over any pipe (storm sewer, water line, sanitary sewer) that is to be Installed under roadways or within the embankment, etc, of the roadway is to be compacted Rer Dept. of Transportation Specifications.z. Section 125-8, 1991 Edition (or latest edition) and/or M::>HTO - 99 (100%). All sidewalks to be 0 minimum 3000 psi concrete and 4" thick except pt driveway crossings where they shall be 6" reinforced WI 6"x6"xNo. 1 0 W.w-f.. PLAN 3. All clear zones to conform with FOOT Index 700. All right-of-way installations will comply with the State of Florida Utilities Accommodations Guide. All proposed onsite work must comply with City Of Clearwater Subdivision Regulations and Minimum Testing Frequency Requirements. 20, Disturbed area within the riQht-of-way will be compacted to 100% of maximum denSity and sodded. 21. All manhole and inlet access covers and frames must be constructed per "Supplementary Details for Manhole and Inlets" Index No. 201 of tlie Florida Dept. of Transportation Road Design Standards, Jan. 1984 Edition (or latest edition). 22. All drainage structures must be constructed per Florida Department of Transportation Road Design Standards. 23. Signs and barricades to be according to F.D.O. T. manual of safe practices; reference F.D.O. T. Indexes 600 thru 650 A "maintenance of traffic plan" must be submitted to and approved by the City of Clearwater prior to the commencement of construction whenever one or more of the following conditions ore met; a) Street is closed to thru-traffic for periods exceeding 15 minutes. b) One physical lane supports two-way traffic movement c) Traffic lane(s) normally designated to handle movement in one direction ore being recliannelled to accommodate an opposing movement. North Gorden Avenue maIntenance of traffic to be In accordance wIth FOOT Index No. 604. 24. Ramp for the physically handicapped according to F.D.O. T, Index No. 304 to be placed at all intersections and driveways as directed in the field by the engineer. 25. The construction of pavement within existing City of Clearwater Right-of-Way must meet the following criteria: Asphaltic Concrete: PC-l (3"), ~ 8" FOOT certified compacted to 98% max. density os determined by AASHTO T-180, Subbase: 12" to lBR 40. Saw cut existing edge-of-pavement prior to pavement tie-in, New driveway to North Garden Avenue to be constructed per F.D.O.T. Index No. 515 for rural road construction. Safe pedestrian traffic to be maintained at all times. No stockpiling of material within the rights of way shall be allowed all debris shall be removed from rights of way areas each day. All paved surfaces shall be swept dally. 30, Any portion of the adjacent roadway that sustains excessive construction related damage, in the opinion of the City of Clearwater, sholl be repaired at the contractors expense In the manner specified by Hie City, Plans are not valid for construction unless signed and sealed by a Professional Engineer Registered in Florida, Any discrepancies between the engineering plans, architectural plans, or City Of Clearwater or Pinellas County Municipal Codes shall be brought to the engineers attention prior to construction. Contractor to provide engineer one complete set of As-Built plans at the completion of the project. - l' -- 4' 4. t-- l' --J -28.50-1-- l' - ~~~~LES -- ~~tS SKIMMER FASTENER) 28.00 5. SECT/ON CONC. BLOCK OR POURED CONC. STRUCTURE Sir II"'~. \AI A.. TFR OVERFLOW DET AI L N.T.S. 6. 7. 8. 9. 12.5';1: re I I I 11. ) ~ RETENTION AREA TOB 28,50, 2' \ FOOTlNG_~, I / 'J ~ ~~ ....1 I I ~ 4.5';1: ~ 27,50 ~ N,T,S. 14. r MATCH EXIST. 2' / GRADE 12. 13. o o o ("\J l.D LCl "" "" c'ri ....., re I, MATCH EXlST. l'V GRADE I AL TERNA TE: 1" ASPHALTIC CONCRETE SURFACE COURSE (TYPE PC-3) 6" SOIL CEMENT BASE OR 6" CRUSHED CONCRETE BASE 9" COMPACTED SUB GRADE (98% T 180) PROP. PAVEMENT I """^-"'- ~- "; " ~ -H'RETEN77.0N,,-:.V - ~ ~ AREA/__ I- 4';1: -l 26.50 ~ N.T.S. FINAL SITE PLAN 20' l.D ("\J 31. n Cl.J c.n Cl.J ::J f-- PAVEMENT DETA.IL TOB 28.50 N.T,S. / \... NOTE TO CONTRACTOR: TREE BARRICADES & EROSION CONTROL MEASURES REQUIRED TREE BARRICADES AND EROSION CONTROL MEASURES MUST REMAIN INTACT THROUGHOUT CONSTRUCTION. ENCROACHMENT INTO OR FAILURE TO MAINTAIN THESE BARRICADES WILL RESULT IN ENFORCEMENT ACTION WHICH MAY INCLUDE CITATIONS AND/OR PERMIT REVOCATION. 33. OJ 3: TI @ m~~~~Ei~DO Landon, Moree & Associates, Inc. Anyone copying this document In any manner wIthout the expressed consent of LANDON, MOREE 4& ASSOCIA res, INC. shaff be prosecuted to the fuff extent of the law. -DO NOT CCPY OR REPRODUCE - #'II> ~ """f.~' ~ e",A' 16. SURVEYED 6-8- 2000 BY: GEORGE A. SH1JIP n AND ASSOCIA.TE8, INCORPORATED LAND SURVEYORS LAND PLANNERS 33() / DeSOI'O BOUUYJRD. SUII't' D PUK B1RIJOR. 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