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FL01-04-17 (2) FL 01-04-17 1802 N Belcher Rd Sunnydale Office Bldg :; 4 ,...". I , ~') ~ ) .... SUBJECT 1802 North Blecher (FL 01-04-17 DATE May 30,2001 ~(Q{arwater u CURRENT SITE PLAN MATERIALS THESE ITEMS HAVE NOT YET BEEN APPROVED [D) ~ ~ IH \!l ~ 1m! l\l\l MAY 3 0 Z001 @ \sy , . ~... -- EXISTING 8' GRAVITY S['w'ER -- - - - -T::'~ / - -'PEN CUT -- INV= 45,50' 'W ~ SUNNYDALE INV= 44,29' E PROPOSED INV= 44,29' S - "-" -" -" -" -" -, ._, ,-, ,-" -" -" -" -" - ,,-" -" -, ,-" -, ,-., -, ,-" - "- "-,' -,,-, ,-" -" - "-"-"-"-"-"-"-" _.. -, ,-" -,,_..- ,,- "-, ,-, '-"-"-"-"-" -,,-,,-,,- .._,,- "6] i U i~ I, t jO jlll 'Q( :~ 'w IV) !> 1>- ,- ,> ~ 'ot ~ !~ ~ IU l"l '> ! Q. !i I - : " I- 1<Xl V) 2: i I 8 9:: "i+l r--;; ::::!O :-.J " ' " III ~ . ~ 'N I ' .'>il"l 1'}. , ,." IW h~' : ' >,:l,~~ ;.,l ) , I ",', ,-.. , 'J I .,' i". , : 'J' 0 'I> h ,'}. '(. i ..:.. : I h ' ~'I>' hq, :..," ,,'}.,..' i ~ : I : 'J , ;~f hQ / ~O , I "0 0 "0 40 ,\'~ i .~ c c ','>",," "" I I I I I I 4>~\0~'J i:' ~ :'J\)' : 8 I )' := 20' EXISTING 14'X23' ERCP , , , ' " { .... I : """,' j I 'JO~~'}.~ : :J,'}.~h r : ' ,.. ' · · , ':: > · ' " " z : 'J" MATCH EXIS,ING I ..:" "".. '" " ;:! : I ~E EXISTING BANK tP I "'" ,..", "'" ",'" fl.'" "," '" ",_C\ ....,.... .."J"':............,..... , . . . . . . . . . . . . . . . . . , . . . . . . . : !" I : Y) ". 1f> ,1 . ' , ,..' .,.., . . . .. I . ',',.,. ,.,....'......,'. ,',',. : i, 'J' I " hqh \ 'J,~h 51.95' MATCH EXISHNG i~'.:::::J' 'J" I':?:: ~~~~ .rA'r"':' :". :, : ' ' : !'.: .' 1 J ,T" "IO'~ Z "'" ",p 1.,~ ~~'" ., ~~ ,O" / <, ?;~i4.<P < : d > f>"I~. , ! 1'}....k,'J'~",J/ · ,,'}.~ ^ .'}. \, . 277.69' S. 89'3~'B1' e: ,,'}.~~i'}. 277.69' S,89Gl34'18"E. 'J'}.''''}...'}.~ ,,'}.~'}.~, -""'_ 5308' TOC ,,'}.~'}.,h ';'!,,~. !~)7', ',',', ':,' >: ::<>:'",," 'J'}.' k",ti" tPilJ'J' , ", :J ~ ,':J.[\, j " u' .~.': W: \,:"" ',;;p.~"""""" : to': 9~8ILTh~;~--~I"# '4,4'~; "'~~ !..if.J.~~- PI;-TrT- - ",1 ,-- ~~OB14'X23".tRC-,~- ~ ,cW', ..",'..,: 'J" ;:,~~~..::::,: f '~I: T "" l' .1'l"51.1"i 5no" " f"'..:.m 52,42' TOC 'J" ?' PROPOSED 64'-6' PVC 52,49' 52,55' 'J'.' 'J'Y ': 1." ; p~ 50,}7" ' , , , ,,' ~"',':"" , , , , , , , , , , : Jt. : / ~ y= 51.5ql .............. 51.92' EOP ~ SANITARY SE'WER 12,0' *~ : V "", ~ ><>:>,:.."'" j ~,6~: ......-: '- ~,/~\S-- _____ mm_~__~186,O'm'L0~0%~,SERVIC~ --; ----, :@,,0}:~2,O~ ;%2,dt!5,~~ ~~~e:~T ; ~~:.:::: ",' : :~. : ' - ./l~ ~ c:t> INVz 46,09' - ~ ll'i ~ I _ -' ;DRIVEW'~V": u" : ,~\; _.:CO.NCRETi 4 g 13 SPACES g ....12,0'_ 5 g'" c:t>: : ,,',',',',"', ~ ,,"':.....,' ,', CONC, !! ''',,1' , , , ~,,,O: ,',',' , , ' , , , , , f .: .".,. .., \ ,,'}.,~ ,~II ." ,~, _~ _ - 1010 ~ l/ 0 0 0 I:'-..:::C o.ln, 0 '),11> 0 0.'- ,,'1' /7jf -.or-:' " '..' ,.>C., V ' ;,>i" \ : ~I ~ ~ ~ -~~ 04"~~00 ~?~OOJ" SjE'WALK ~ ~~~~S~~~~~~~ ~OPOSED 3/4' I !I ,. i 2' ,IB.O.:<:::':':.':.::: :. .... .:'...'"Q'. , ~:... P'l. i!:! '" 2/11;,611~41 Z Vl , ...~ ' \ ! i~, .~_" ~ ~,"'...,...~.~ ~~ 'n .,' f ~~~~~ MCO SO FT. ,mCE 'U""NG i ~ ~. ";" , '" ~,! ~~,i,! t ;d}.' .}< " _. _ P'l. AS APPROVED BY \!! -19,0' MIN- C!' c:; " ~ ~ ' .. .. .. .. .. .. .. .. , . .. .. .. .. .. .. , , '~, "i'> ,', . ..- " THE CITY or F,F,= 53,20' b - . 'I lri ~, ~ Vl i .............., 'i................, : : 0; i ' ,... CLEAR"'ATER, ~ Vi i- ~ to;'1 ; "":','..,.::, fjJ "..',"'" ~?\ : ~J~',~,: c,mv~:-~BP~D: 'J'~ 'J'~ ",'}. ~'~, 12.0' ! 12.0' ! ~~ 11 h~~::::':::,::,::,:":,,.~,.\,~,.,,:~ ,. ::"::,::'.:::: ,---,.,0'''" ," ~',,:~.Fr;t8i<,,:< 130.0' 5' 5' 19.0' ! 20.0'J"; 1"'1 5' ,,"", 'J' '" "'" :---, Do" I " 'J' "., ,..... ,'~, 52,91' : ; ',..' , "..,,'..,..,..:..: ,',',..: ' , , ~cI>j tP' : \' \%~e..1 W A~" / SILTATION SCREEN 'i:! Q 4.. .~.~"'\ V~3,41 \ I i ~i>:<>, ::::::::::..: ,h &c~ ':' . 'i- "}.:'.W- , '''="'' " 0 S'J..TATIuN EEN :. !ai .ch1~..:" ":..:...." fJ" " """ ,,',' ,'" h1 .'_m.._.._.....__.._........ ..-,../ )' '}. T --.,---'J-~:;::r-----n--f.---.---.7J7.?--1_---'f,---tv---~?.~q~:~~:.~.~~~~O'; M 277.40T"N~~a,b9'$6"V.':- ~. -"'\:' 53:'20' TC\T' " ,,_.... J:;J I ~i &11:lfl::>,...: ,.. "."..' ,," 4>' '~:: 'J" h"~ 'J" ~~ --~--~~~.-----..--n.----.---.--....i~.-~!)~-.---...-....._._.._____._.._~,~,_~~:~~:..E-QP--.....-.....-...-.....-_.~.... i h~~j h~f> ::'.:,:::::::::,::::,:' ::::::", ,tP ~',,' ; tP' _~o_. __~.-.-----.---..- -jJ---------- _m.._.__. -~I-..-----.--.....-.-.--_..__,~b......----.....--.-...,-....':l.'".'-,fJ----..........--......., ! 9: 19,5 >'...:<<<<::::::<:". " '" ,', ':1~' :~:~ >11.53 :J,:J ,,'>' EXISTING U11L.M ~ h ---oov-- ~'). 1 ..-~ ., '9.t2 ":.....:::..:...:...:::,: . ~~~.,' ',', ,',', &0 ~. " 'J.l< -.-----...-..---'11-...-- 'J"> 'JV .2' ... """""",.', ..,:\~" 4>' -'---- -------~--'---"..~~-~;----~;;-- X' -~~=-------.-.,---~~' ..,------'------'-.X 'J'}.' .-~-.----'-- --'------------~.~..----'----------;..----------.-~">?J..,-..--_;_______________m___' ~r.--.-..-----..---.--.....~'>:;' ;it .I.-/p ><\~.~ '< I ' , , .. J', ......". ......... .".,. PROJECT DATA SITE AREA: 28,556 SO. FT. (.66 A,) BUILDING FOOTPRINT: 5,000 SQ. FT. CARS PARKED: 18 CARS, INCL, 1 HANDICAP REO'D PARKING: 3/1000 SQ. FT. (GFA) 15 SPACES REQ'D ZONING: IRT F.A.R. ,17509 I.S.R. .44799 SETBACKS(REO'D UNDER IRT): FRONT, 20' REAR 15' PAVED AREA 10,763 s.f. LANDSCAPE AREA 12,293 s. f. ALL ROADWAY STANDARDS SHALL COMPLY WITH THE PROVISIONS OF THE MANUAL OF MINIMUM UNIFORM STANDARDS, STATE OF FLORIDA, PERSUANT TO 336.045 F,S. _. .-..-,.- ,,_.._.._.. -., _.. -..-,. -.,-..-. ._.._..- - .._.. - ..-., -.,-..-..-..-. ._. .-..-..-..-..-..-.. -., -"-"-"'-"-"-"- ,.-..- ..-..-..-..-..-..-..-..- ..-..- ,.-,.-.. -.._.. -..- --------- SUNNY DALE DRIVE EXISTING 6' ....ATER MAIN -------- ------------- STREET LIGHTS WILL BE PROVIDED FLOOD ZONE "X" COMMUNITY PANEL No, (125096 0010D) AS REVISED 8-19-91 NOTE, SIL TATlON SCREEN SHALL BE PLACED AROUND THE ENTIRE PERIMETER OF THE PROPERTY POTABLE 'WATER MAIN 8. GRAVITY SANITARY SEVIER MAY BE RELOCATED TO CXISTING 12,0' UTILITY EASEMENT, LEAGAL DESCRIPTION: Clearwater Industdal Pork, Replot Plot Book 44, Pq. 46 .--12' UTILITY EASEMENT t LEGEND ~ . C/JGE IT A4 VCHCNT a SlLrA TION SCR<<N P IL Pf?OI'G?Tr LlNC .," .~' eXISTING tiIWIC 51.0' / PROPOSeJJ GltArr S,H,...., seASD04L N/GJoI ""AT" -- IJRAlNAliC FLU"" AIiROlo TO'... rrJ1' OF .".ALK T.o.C. TOI' OF CURl I ~ ~ ~;~ ~ PIID1'O$CD LITTORAL ZllNC HC . HANDICAP II( TKes TO IIC ReMoveD .. ^ \ DlltAIJN IY I 9-1 GALEN JAY HOFMANN , p, E, IlESlGNED BY , , , ,/l.dJ I>J1 &-6'171 APNaVED IY I 6145 SEASIDE DRIVE NEW' PORT RICHEY , FLORIDA 34652 PHONE: 727-844-7686 NO, DATE DATE I l)--- \ I -,--.------............ A pORTleN OF SECTION 01, TOWNSHIP 29 SOUTH, PINELLAS COUNTY, FLORIDA --~,~\ IOC" 8 "mr,'li~I C I NIT Y MAP "'lit':: L., '~" ,;' ~y I~ IW RANGE 15 EAST . , ' :~I~..' ...V~"'1l1~IU · ~ IF' coc:::,YIIDt YlL rNf'., " -q,-:- - .8 . ! , , . I! I.... J :.1li1l" "" oN'. II .... ~. _ J ~ - ___~_~I .. ~AR; ""'I' ";"'" ,--., .....- "" ,F-'jf' L___ ~, ... I _ : COUIr t-::,,'llI' 0.:::_ .,' .j:-1Gl~.~;; HE :t!JI.:.JEi: --'11 . . ~~ " ~W~~L(I:"'" (I~'N:.~ . Ii . ilt-li; _ !. _Ir.. ' I. . '~' I 1I!1 :. : -- ~ )} il ~ I --::-.. I : CONNECT TO EXISTING 'WATER MAIN or I Y J .. ~ ~J.' · K..n.l~- ( ,0&, &~ ;j:..~' , , , " . ~.~; : ,I,!'''':'' ~:") . ~:;. .;\;; . -.r. z ... ~ I " Q( L.J t- ot ::. , , -- .., .. 01 _ ,n ,.. '1-~ . I!. ":1-'-r.r~.;;,"ii .. 1~5 'iIJWI ~"= . J ..~ -J N ....4~f~~A~1J 5IM~~ ~..-= . . lr~" r .. 'NO#' e,.. 'I... ' 'J : M' J f LO"'ftl~r -~ ill m IrJ i[~"'--.,.~.~~~.I! 'llsl ~-'Q- ~.. !. t -. :. i ~ . , U > D.. . 0/) I +1 o (') N l"l W ~ '.~'.:t~~ , .~~ "..: . '" :~ ,'" !Ji ,....., !"." ," ;~. :'i'J:' ;. ~.' t:it~' .'" ~, t,.,:. .~, B'1 t- o - T,O,8, pond Not"l Min. Cover 3' 4000 Psi Conc....t. 12,C' -====1 2'-0' I ";'.' Flow 2'-0' ~12,O' I........-T.o.L ./ 7 J9 ....--,., No, 4 Rlbe>, t 12' O,C .... '. ~'.. :.: . ~ ... jNo, 4 Rlbe.r I 12' O,C, I . '}.o ,,0' , . ~ ~~',,~ to" ,4 . - ' "";:=---NO, 4 Rlbe., @ 12' O,C, ....' """" ... V 3'-2...rpCNt 'C' arles 2'-10.8" PancII "D' 2'-6" PonIlI 1:" o ~C,'" .-- >-1 1 ( 10 ( 10. ") !crootoJ '-~NO' 4 Rib." t lB' Ap.' --:JRlb.' 112' O,C, tt. K 1--2'-0'- . 1--2'-01- I ' -IB' ,,'/. h~' " t -..:..! - 2'-O'''-....y-- 1-,- L :-~NO' 4 Rlbe...:,!! 12' O,C, -1'-- ~ B' No, 4 ~e.rl I O,C, Profile of 'WIll" N,T,S-i :C:. ~rWJi , Deto.ll \v'elr :~Ctlon A-A N,T~ , ~. TO .... TCH EXlsnNG e: I- S~~!;y _" f- 5- I- ~ lit , 4~ J/.1 ~ 1 ~" roe-suO' TOP BAFFLL . EL. S1.50' . 24.0" l' ~IR INVERT ELEVA nOt o I 50.35' . I" o . f 2.0' tp ORACE . ""'-!NV,- 5O.CO' BOTTOM Bt.m.E - EL 50,' o' BOTTOM STRUC11JRE - EL 48,00' -- tP h~' 15,0' I. VOllIES I 5,0' I VERTICAL VIEW Sl.50' TOB 4/'\ '\ .. 6/1 TOB _. ..... [.L_ !Ill,,": ", "'_ ~ '.' ' 14/' ~.!lC,CO. '., ~wz. . -. ,. e/l _ .. _ :u.M'. /2/1 51.!lO' I L.lTTCRAL. SHEL.r ~T BE PL.ANTED "'ITH VEGETATION AS APPROVED BY THE CITY or CL.E.R....TER, \ 2/1 Bt.m.E 2" 47.50' EL..- 44.00' t-- BOTTOM. VOlliES .1 PLAN VIEW WATER TABLE- 48.0' AREA 0 ~R - ,076 ACRES .RE' 0 BOT UTTORAl- ,01 e ACRES II: LITTORAl ZONE- ,076-,016 / ,105 - 57,1 II: aOHTROL STRUCTUH AND POND J'M'U'.olTION nrI'ATT.Cl lTYP) SECTION B-B POND NOTE : SOO TO BE PL'CEO ON BER... ,SIDE SL.OPES .. AT POND BOTTO'" PROJECT NAME: RUTZ OFFICE BUILDING SUBMITTAL DATE: MAY 21, 2001 OWNER/DEVELOPER : CHARLES J. AND JANET RUTZ 2694 BRAmE LANE CLEARWATER, FL 33761 PHONE : (727) 784-0070 ENGINEER : GALEN J, HOFMANN, P,E. 61 45 SEASIDE DRIVE NEW PORT RICHEY, FLORIDA 34652 PHONE : (727) 844-7686 , '..--.'cc...'-c-=- ~[E @ lE U ~I U;lm lJU JUN 8 2801 ~ .~~"f,' '.;:{~~ By '~.? ::".;' RUTZ OFFtCE BUILDING SUNNY DALE DRIVE & BELCHER ROAD CLEAR\v'ATER J FLORIDA SITE PLAN II SITE PLAN SHEET C-1 . . , ~ I PIPE RESTRAINT P.V.C. "/'II I ~nAL !iANITARV WK_ WO~ ~!"..r:tJ'~... : .n2 .\ -' *' 30'-.'.." -~r"" CltrlneNot H '0l.L00!N0 _1S MUST II: MS_ IH ALL AlPUCAnOllS, 1. IINO - INIrr AND OU1UT 2, 111 - OUUT ..NOt 3, ornI1S - OUT AND OUUT ., CAI'S ., I'WGI ., LAIT lWO(2) _1S ON A DIAD INl """ (mill, .') T, .....T lWO(2) _TI ON A __ANT ~ (...., 3I'l ......... 1..- -....... ~-~f ~t- : D .. _...... _ ...1IC... _ -.-...__ --, & ~;= :=tal = ::...-.z...~ a....__-...IIT_".....-. · -=":'.o-.:.":.".....:.r 0-_" alA_ s. ~~~II=II".,....................-......... ...----........-.-.. --...---",..."""- '':.''::':~ ~~'~~'U!lJC.r..~- 1NlliLI.. n .. .....~-;: . o.wM. · ='R!5'<=W:".:~ ......-W......_-"_..~...f ~ _ 1111 ..... _ 1lI\lIIU" ~ U1'UTt ..... .... ..... . UWfL I"l' 'IC CITY. ,.._.._..._-~.- --...--",... g IACICI"U. ltA1aM. (IIIUCd) .... . tII. .. u"&.'i'F~~ -'= !:i.. II. All. _.._.. _ _T.WA'_. _...._ AT ... lie . .... DA' " _ _ AID --... 'nW'PIC liWClR 10 0CImtA01CIIt w... ... ,& _ -- .lIllT__.....OIW. "."1__" A U1IJf't ~T NIJ OT'l' ~ .ru.,., IJfy . IIIMItCU " IUMtCILI ONLY. ,a.- ~.... - Ale - "rf!i~U ------.", ......, 1MI CI1't' .w.L ~ M .... ... 'to IT It ...... .... .. N:lCIII'1ID rat tlMflWlMa ,. ~'" ....,.-- ............- .....1- m-. ... &af01MI. ....,. ". ..... ~ .... ~ AND ..."., 10 1tC CITY __ ,.. lIMa '" A. -..0 ,I. AT .. DO> fit tIC.... ~l ...... --f:jf;;"C _T."""', ___.IlII1l....,____,_... ...__ --..--. /=-"It:I.'lI' - ~. I t -- -- .iiIiIIMIO... -..... 8 t... 8 ~ f--- L -----1,.........- ....... -- (T)!>,) ~ <" . _'IOO_(T"')~ ~ Y .... ~ .1-._- / -1""""'1 rr..:r~ "1l -1 ... / / ~ c:I nwl'll:""" .. - ...... c:I L . ....... LING," 10 . _ 011 IAQt _ Of ...- (IL) ~ .......~ ~ -~~ &'~ ~ Q) c:I . - HOlt: -...""'"_ AT I'tT'IIHGS AND VALlO "ALL Ill! IV UII: Of _ _ llEOAWG __ 1ltIlUST RUIOAIIT IllWlIH _ JOlN1S "AU. Ill! I' .... _ ... '500 IIES1OMOS. ~ NOlI, ~ (-.) - .Z! '1.21 22.soj AI 10 'AL\( 1E!I NOT[:""I~to.....~ ... ., cure .. 2fI hm .....IM of"" _ 10 ......' SECllON , 5f:,--:-.r I -"6-:-ct ~D ~-~~~ ..~ J!!: ANY VAMANQI: WUST HAW 'MtIT1IN APPOOVAL Of nt( CITY __ I I - - NOTE: , All p.......,t mondn9' to b. thennopl...tioc, Shoulder Line and EI. 1 5/8:1 7 ~1 .... ... Side Slope .~-""r_ .r.... ..... I" ~:--::--... ~ \ Const. ~~ ~~ #3 -.....:: SECTION D-Q __ 10 t-I/"1? ? ./ ~~~ww~ " DDD ". ;:"V HI T A 1I"'~ Pf!'aaoaca "'--1(WElIa DaD D _ DJ ~F".I.,V/ SERVICE CONNECTION DETAIL ~~'I". ::::,..., lIln. . 0_'" _f__~_ ' Joint Permitted HelP< 1. .ATIIt MAINS TO . ON NOR1H tJt EAST SlOE t:1F IlO.w.. 4PPftOX. 4 n. lACK OF a.MI LOUIS 0_ AU_ZIIlIV CITY ~ 2. .._ CONNEClIONS TO Ill! 2 .., '"'* _ l.DT UU 011 1l1l<Ell lIO( Of LOT (sa Htr NO. 3l. 1HUE KlNCO TO Ill! CON_T ._ 1HE SUIOOVlSIOIl, OOI;(wA" "AU. NOT III ..... T 0VIIl lC1IJII. 3. AU. UfCS IHAU. . CH.ClllNA1ID aN PftESSUM TtS1ED (1UT P'at (N HOUR . 150 P.S.I.) .- 1IC DlIllClKtl Of !HE U!U1U DIl'AR1WOIT, _ SUCCl$ll'U\. CCIoI'UnON or 1IlE 1ISnNO ..,d CH.OItINA11ON" 'TIC ~ "AU. ....A1N ON TIC SYSTDI AT AU. Tlt<<s. 4. "IIN n. IIPNllATKlN IIlICIIJIRID IrTWIIN PAAAI.I.Il WAD. SANITARY SEWER UfCS. .. IADIU: rs MQUIMD roR AU SUMCI CCNCCnoNS 'TO .* PVC ........ SADCU II MQUIMI) nM r !lPVICC CCNNlC11CNS 10 .* on. L.MOOt fMIC WANS. lAItGUT SONICI COfMCTM:IN TO It. 4. WAIN 111 1/2* and LNtGDT TO AHf W,... IS 2*, .. IrlNNUJW DeSTAHC! IETWGN tEIMCE T'" TO I[ NOT LESS '"AN 38*, STALL DETAIL HANDICAPPED eLAN t 6" *3 012" CITY or Cl.EAIIW...~,. "-ORIllA PUIUC NISTItATlON ~ ""al. ...... 0- RING - HAlF PLAN 6" !!1112!: "-... .... v I.. II ~~LL "..~~ r! ~h'~ #3 @1V ~ ~' "," ~23' 21" _Inod -'"7 ~ I j ! 1'_4" I"'" .. .... - SOUO COVER - . \:.1.. 7 r- 22-~/'" ~-1 a ~I~, -....- I '" ~ ~ ,. _od ..........Ion Stop llUEUER H1500ll "--OIl." \ (T. ot 45' An".) SocIdle ~ ...._ See Nol. 5 r Curb Stop " WUEl.LEJt "14350 wtth Loclc. WInO and .- Ime~" Inlot 0< ~'" ....... NOTES: All Rein forcing To Be #3. All Concrete to be 2000 p.s.i. @ 28 Days, Exposed Edges And Corners Of Drainage Flume Sholl Be Tooled To A 1/4" Radius. 3'-0" / Rods ~ ~ ""~ ~~ """~ q;,,,,,> ""-....~ ~ ~ \ Welt.. s"".. T...'n9 Drfocop\>O 5' 00 0< EIodot/Y_'r ... Jot, SDR 9, 34011 P..,..,,~.... .' ~, . $' '..~ "'~, 4.......!1cli ."', Sl 'Gt St CONC. SlOEW...LK Groo. Plontln. ... Oth.. ---7 e& 6' V<<tlcal Curb II ~ In Tranl/tlon ~,'" 1. ~ -----------~ ~------ :::::::-:::J______________~l:::::~ Exl.t. T_ I Curb I.R""... Bock of W\ I" F'ow Lln. If Exl.tlng R'NG - SECTION Minimum 'IllII9ht .,. 232 ... ,- 278 .,.. #' ,"2~ W r~ ~ u ~W SECTION B-B T .{ IOtA1I ... AI ...-, . ~U Match EIdtUll9 If [xJ.tlng SkkIwalk SOUO COVER KCTlON Minim,,", ....t 1:21 Ib.. _......,__. I X ItoW... IheI .... j wIttl "'OM)' oooted ductl. Irorl body. .......... ( NOTES 1. 'M'w. roo6wcI)' bON .. .- or thlcker .... ,. r1r\t. all oth.. 0.- .,. rtn9 " ,..-rn..... 2. McltvfoctIWn mOdtl of Itorm rlno and oovw to be cwro* by CIty En.,.... ..._'" .trID1lONM. _ AND IDlD _........ laD ~ "'1/1' TO'L tll . ,. POOT .... ~':QUJIlfIA-~~lWENT , .... -.... ... .... - , , Gro.. Plantln9 or Oth.. Non-_1n9 SUrfo............ a" em- fII_CUMWA_ f\.CllIlDA .~ - ~ WGt.. WcM <:'~ " !Z w ::a ~ Co ...j cJ - :-.. :'~~~ - .......... (KlO 31) LAY III " ~.. &CII'IW1O'L 1/1 . 'II lOGY ... ~ ,! -....-Y"'....._ ="::'.../ ',-- , t I (DIIIID1IClN AT ! ' ..:= J: ~-,~,-~-;,--- ~, .......- IV OOlJRlF stR\IICf: ~,.. MAX. ~- ~""'CR_"" , ~.._.._.._.~_.._.._.._.,_.._.. _..- r__....' i \ 100WIII'. /ll.. M~" -., ! .1"-Cl..UrHOUT ;-I'" .... ~NCl ~ ".\IIeF i 4'/5' ,- R.....P CURB - ,~ / 1M Index No. 301 ~ Two contln~ ""vI of -Itarn-Neok- 1~lv".""of""'" ~ q;,,,---, ~~~ ~~~. TYPICAL SECTION CON RETE SPILL WA Y Tn J/." 311 ~ S.... .... ttw.. oaM In .... 12'1 19' 1 12' 12' I 19' 12'1 ..,... I. 2" PYC CONDUIT TO IXTlNO r _ lAOC or CUOIl, 10'" _ Of ROAD"" (NOT OlOUND ON IIJlVICE llII'U\CODT), 2. ptVC CONDUIT TO . .... ,.. II1.OW nc ,UflUa: WE~ ~ ~ 01 'ACE: aT a.M. 3. WAlIIt WAItS TO . WIN. Yf IELOW CIIADI ond ~ 4' lACK or CURl 4. OJM S'TCP TO . 1.OCA1ID NlPItOX. 1 P'DOT lACK 01 flGHT-c>>'-WAY. a. IP:WlI LINE TO . ~. 1 r aM YAX. " IIlOW Cl':ADC. . ~ ~ ......... ...... joint _ ... .~IlI,"". ond -It.n-NMU- Two contlnlJOU' """" ot all Ji*'te. L6 (. ~tt1c Of tCMftvtc 00nf (To, 11Gb on IttciIlOW memol.. rt...,_) ~ RETURNED CURB RAMPS ~. '~tJ '------= - - 1,5" TYPE S-1 ASPHALTIC CONCRETE If -K- 18 I... than 48- then tho .ope of th. _ .Id. lIholl not .xosld 12: " ISOMETRIC VIEW Steel ""fOrMm~t -I'"'.. "'~,.....- .0 ulrt. '" II octd l1lIIet4nt ... OWI'Ietlt 4000 ,...1, I 2"/ft. mtt. ~::.!Ih~:r:::...1th ljiQ l 'lI!.i\ ~ 'r joint III ... ...try '.:.!J, J:.:.. / ''-ll-~ IT_l caro.It .....dto#tMA -1 '.V.c. ,lite ,..",,- ",onholti ..._ 0ClI09I1nt by JIao Control. Ino.. or ~ ..... ..., -..., I I J J ~ - ,'- -l,' - J ~ f or -.., --, It' ~ - tALLEY ouTttR CURIl CUIlIl DROP CUfl8 TR......TlON 'I' CURB ., TR.......lION .I.......)!ACK OF !IIOEWALI< ~_L__.___l_______J.._~-~~ ELEVATION A-A X <T."l -1,,- ~ CONC, RAMP I /T.xturod Surfac. ~", "2.1 MA)t I' ~ 6" L1MEROCK BASE I .J , .I 12"j'" I 30' ...., 1 '''~In. tIlm;. _ 9" COMPACTED SUBBASE '4" "- 3/'" ...,....~... Waw SInI~ Tlolltlnt In 2- PVC Conduit (T." s,... -l \~~ (....) I' '& t... :: 1. trIt'G 1.A'DALl -.w.a. 1IMIHAlI __ ~ lJNI: AT A DPnt f11 .1 PUT 'M1H CIUHOUT,.. ~ 11TH " n.- 'MA1ID IT". AND ... JOO1ICIIIMM ILIClWCIIC M.L 1IIAIICIIt. NOTES 1. All "" hcMt "'at! tM prNGet. 2. Intel10r thGII b. lined with HDfII: 1tttnfteI pIOtHo liner or ,..,.... I~. .1. """01.. Ihol how an ..t..... oootInt of at teoet 15 ~.. dry thlclttl_ PAOLO .21....'" 1p.-!-MOIItlo or KopfMl'l ~ tIIecIk -*'tIon 3OCU, Th_~ -m:.r .... TYPICAL PARKING LOT DETAIL WoterMGIn SECTION B-B em' 01 CILINnM_ ~ ~ -~ ~ cm'01CI.IM'IM_1'I.llIIllOA -~ -~ Iilllao. " "amp. c... ~ to tho UnlfOtm r_a1 Aco_nIty Standordo to COIllJ!!y with tho Mtorlcon. with O_"ltlOl Act. 2. Romp. Sholl Ho.. a TottJ). Surfoos, T..t.rfd to a Depth Mol Ex........ 1/8' by _ of Tomp or roll" In Confortnan~ _ Roq.lr""..,t. of I'tlOT Roadw.y oM Trolfto 0..19" standards, O.toll J04 Or ....t RlCant .._tlone, NOTES: ALL THICKNESSES ARE MINIMUM BASE COMPACTION TO MEET 98" UNDER AASHTO T -180 SUBBASE COMPACTED TO 9B " DENSITY UNDER AASHTO T -180 MEASURED AT SURFACE SUBBASE TO BE NOT LESS THAN 9& OF GOOD CLEAN ACCEPTABLE MATERIAL COMPACTED TO NOT LESS THAN LBR - 40 orv OF a.EARWAT!", FLORID'" EN,;,INE~RI ...~~~ ,- - ... . 6/M/fIJ ................ ,,. ......... 04" _ lIlY, BLOWOFF DETAIL l:o. Lr-"/I'~ W/////@ -, n.t... 7&-t..... - -- ........ Pod ." Th',* . 1'-.' S.. f'] R ....:~.~~~s:_ .............! M :> " ~-~ 1n...""",Z.... Cool ... i;--- '0 S/" --:l Ir-- · '/I' ---11 ~;l. LlZ:~ I I ..,., ~,~:~.~ . , , '~ , .. .,.........,--1.. SN .-.,...", r.......... . . .,..,.. , , , . . . B .. .'" ~ ~-'-,/-;:::--:--~ ~,-~T L' 1.~ . : : \\~-../........ 'I ,,_ . ____ _______________.__,...___.i..-.__._ : j/ 7\r-'---' __.m._._..:~~::.'" -: . -:~ / i I .~f~._. r--~_'/ 1 '] -1. ! , l \, '-.: .':! I ~'-'r ---"" --'-'--~::::~~~"'~:" , ,:3 I ""1."--- ...__..........___...._..___....PV 1 ....-- i {(11::: ~-2";""T-"---:T~. I,' , I \, .: j~ , I ", : l' ...........1. ..'~ \--l.--...... ,.;......-..-----....':.-...--...... ... _......~- I --I'- ..- -.-..-,....----.---. ...-:' , - ~"'...~:>'.:. ~ Lb;~ TOP VIB'IIUL""U ,.". ~2"'" -- ,;, 2''''' CLEAN OUT PLUG DETAIL CLEANOUT DETAIL . ".T.$. NO'1'E: CleotIout"', to be U.$. 'oun.,. 182~ ,.....QI. to' .... N.T.S. liteltalnw Ptwt / ..... Detal No. 40J etn'01~_~" .-o'DiPARi - . ,.. 0lTI' 011 a.IAIt*1D. ~ ENGrNURINO DeM T . - - ... : / ~I ~--i _AL .OST POIIT1ON i ' (CANTID lIO' _AOO FLOW) , 111I/' rn.TIR ,..... ....-- SILT FLOW ! ljl., HOlt: TURN ENDS aT FENCl UPHILL ELEVATION ........ ......1...... ..___ I I i u~ I I i r...tl= t' .....x. rLltR FAIIIC (IN CClN>OMIAHCIE iii". SIC, 115 rooT SPEC,) "1' ~ :~t; \,;'v.':-";' - ....~=-.........,... ~: ,';- t , :~ . . , CIfOSS MAIN ' ',11' IIf[ERfD END SECTKJN ':11'1' ..._~~ J.~ ~,f\'., .~~ _'.J. ."" "''!-'. -', f ",,' ... , an 01 a.INtW...1Ift. "--A ;r~~ DIl'lI _~ -= 1.1 ',:/ :iW12i , - - - , (),~ " .0' " d Ji " _IV: SITE PLAN ;/ RITZ OFFICE BUILDING SUNNYDALE DRIVE & BELCHER CLEARWATER, FLORIDA 9QlGNm IV : GALEN JAY HOFMANN. P. E, 9-1 ~t~/ /~1 ", ' STANDARD DETAILS ROAD APPIIO\Cl IV : 6145 SEASIDE DRIVE NEW PORT RICHEY , FLORIDA PHONE: 727-844-7686 C,-(-bl 34652 SHEET C-2 , DATE : , ".'-' :.~' " ,.) NO, OAl[ ,~ " < , , PROJECT DATA SITE AREA: 28,556 SO. FT. (.66 A.) BUILDIN.G FOOTPRINT: 5,000 SO. FT. CARS PARKED: 18 CARS, INCL. 1 HANDICAP REO'D PARKING: 3/1000 SO. FT. (GFA) 15 SPACES REO'D ZONING: IRT F.A.R. .17509 I.S.R. .44799 SETBACKS(REO'D UNDER IRT): FRONT, 20' REAR 15' PAVED AREA 10,763 s,f, LANDSCAPE AREA 12,293 s. f. ALL ROADWAY STANDARDS SHALL COMPLY WITH THE PROVISIONS OF THE MANUAL OF MINIMUM UNIFORM STANDARDS, STATE OF FLORIDA, PERSUANT TO 336.045 F,S, -..-..-.,-..-.--..-,.-..-..-..-..-,.-..-..-.,-..-..-.,-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-..-..-..-..-..-..-..-..-..-..-..-..-.,-..-,.-..-..-.,-..-..-..-..- EXISTING B' GRAVITY SE'w'ER --------- 49'89~ / - -OPEN CUT -- 45,50' '.I ~..... SUNNY DALE 44,29' E 44,29' S SUN~YDALE DRIVE TOP= INV= INV= PRQPOSED INV= I CONNECT TO EXISTING '.lATER MAIN EXISTING 6' 'w'ATER MAIN ------- -- ----------- STREET LIGHTS WILL BE PROVIDED FLOOD ZONE "X" COMMUNITY PANEL No, (125096 0010D) AS REVISED 8-19-91 - -'--'---'---,-.._--,-,-,-..-,-..-,-,-..--,-..-,-, -'--'-..-..-..-'-'--..--..-..-'----..-'-..-'-'---..-..--..-,-..-,6] I ( ,0 Ij)' "h ,I, .::li iff~ . .:'~~ ::"!',', r,"~':,'.~. ~. , ':..";' .....,.:;:' . ~ '. ,..... :( i8 t '"," I . '0 I ,CII 'co: !w I;J jw .(1) I >- 1>- ,- ,> '0([ :I: :l3 ~ iw '" '> I", ~ I - , . >- ico (I) - X LoJ "';.' ", .'~: :i,; .~. ", I .... ~: ....,.. NOTE, SILTATION SCREEN SHALL BE PLACED AROUND THE ENTIRE PERIMETER OF THE PROPERTY, POTABLE 'w'ATER MAIN 8. GRAVITY SANITARY SE\oIER MAY BE RELOCA TED TO CXISTING 12,0' UTILITY EASEMENT, Z i co: w >- 0([ ::J w > '" . -D I +1 Q (") (\J :~~ ~~.: .~ ,',. ,.,.,' !it." . ..~, "F '" w (I) 1t CJ co: '" .-12' UTILITY EASEMENT 2: ~ < 1'). ~q, I ~~' ~ ~~ ~v,'" J' ~ ,,,').fJ, . 'J' I, [ , .: !+l ,~Y:'.' ~ , ~. ! C'U ,';:i ,'. ~ : r:::a ....., !W .....~ . CI? O~ " I CJ ":, I'" .. '10'" ./ ,I.: C . ~'I . ICO:, ',. / .. , ~ ; a... ~ '. ~' t ,'. ~ ~,99 ~q I /: 90 ,I V' ,~~'..': i L- """' 11 f:J" i Ij)' Ij)' i ERCP '...:". , , IJ : ~ 1 : 'J : : : ", I '0 ~: : : I ~ ' : ~'P ~q :", ,,').,~I). : : I : ; : : I : : ,: : ' : : I : ?i : ' ~ : I ! ... : I ' ~, b' n : 1).". ! ' , , , , '" , ' ,~, 0 ')., ')., fJ" ,t ' ' , , , , , , 2i : I ""~O':1: ,," MATCH EXISTING i ' ' , , , ',' , ~ : I i ~ t~ ~E, EXISTING BANK ~ 1jr'b'J:~: ','~ ,',' :,," ',',',','". wi' ,,')..: :t ~~f;"J..,p 1':P ,', ','~ ',',' "'",:"",,, : I ~q): ~'O9 : b",'O" REMOVE t}...' <j ,,'':':'' '~ " ,'li ' " " : :" ': EXISTING CURB ~' 1'b ,1 '?! K 18,1. ,',',.'. ' : ,,,, ~q,~ : ~'"'' ~:q'O~ " . , \ : ~ ~', . ~ : " I - 1; "I).~' 5210' H,P ~~. ",~ ), /Ittt~r~~~ ~,_Ol) ",'."". i :,::' " ",:, qb ",>ql). 'J').t<l 'JC!JrR~' 2,2+ '.:'~ i I~.... i~ ' W' '.' '" ,,1).'0 ~fJ~".p~ : 1')."k"'" "y'b/. [fj"').~ ^ .~'" 277.69' S. 89'34'21' C, "').',,').',,1). 277.69' S,89(234'18"E. f;h},,').) "').~').', s~ 53,08' TOC I)~').~~ :t::" ~~. : j ....',,','.. ",', ',::::, ;~ vr, ',>" I ............/_ ~ _\ ,'u', ~,_ PI.!.., _ __ ~ ,__L ~m~'~WX23'.tRC '~:::i-~ ~ ~ l."..;FJ~,~'>' ,,', ,..0 "ILiAI .t.N" 4.4' ').:' n"l I\, ~rrT"T' ;IlIl/ /: ," { y : "" rt "- ~ '" , " ' , '. ....1 ..- q ......... "" "J PROPOSED 64'-6' PVC 52,49' 52,55' '1" 'J,~':: l.~' : "50.'1'7'" ~ " "', ' "i.~' 51,56' ............. 52.42' TOC l~r' '" , I ~/ 5192' EDP <p SANITARY SE\oIER ~~'l" ; j"" ,'," ',',',' ~ ex LoJ II:: \01 IR . ~ 13 SPACES 8 12,0' ~ N <=t;>: 100- , "". ~ ~I: ' .,. ~~~C~~:Y .'., · "\ 53,20' EOP /. ,,~-~YP'- 5~,20" OP -'~ C,O, ~ ! ~V i"" ~ ,','...'. .'.... ',.',' 'J",; ,,').,~ ~~:'>" ~ ~ / ,.' 1I 5320 TO" ~ . ~ y 5'.20' 0: ~ : \ '.0 '"-, ' ;'h. '~~. ";; ,: ~ i;:;;~~ .';, : :,'1, ffi ~ ~ 0 0 0 C SrlnE\oIALK 0 ? O' ~ PRopnSE~" BO'-v' / U i:~' i~'; ,6',G,V, ' , " ,. =1 ~ I~ ~ ~ 'j" '.lATER SERVICE P~OP[JSED 3/~' /' iI ~ i 2' iB.O. ". . ~ c.p If) .. z ~ ~ .JETER & BF"P ,f' \ ~,! : ',',' ',',.,...".". '? 9.1 ~ V; "@" - ~..., " ~. t ::: """'" "" ~i~;::: II ~ Z :>t ;.,. III ! ~. : o =i ~ ~ f 5,000 sa, FT. OFFICE BUilDING ~ I . lI'l ,~ ~i · ~~; ,,',," , , , , , . .." , , Z'N' I ~ ~ lil 0.: "0 ~ -19,0' MIN-. ~'~ ;J: ~ 8; :, l' : CJ) 1"" _ ' F.F= 53,20' ci Vi 'co CII ~ t.i vi: ! : , , , , ".' "," ' ;: "" u u .. 1 '.. i i . " , ......... ?\~ ~ . .. . : ~I : "" ", "" f;'~ ",) i ~ ~ ~~: ~C!J9 ,',',',',' ,..",;', ' , , , ' , ~, " '1 12.0' 12.0' , ~ I"ii wi ..,.., ',,',' , " "O~ " '" , , I f ~b'1 \, !;# l 130,ci; - --- .,;- - -~-- 5' \; --- -1si:e' - --i- _n -.I'- -52~9~ -2rfO' I)" t I .... ~ s: ,::::~: t>" " , " ~<pj .p':; \ \~~,~,,'__' ". / 3'jQ~ SILTATION SCREEN ~, SILTATIO~EN""\ /53.41 \ I i ~i Ij)~~'~\>::::;': ':,~Q~,., ~1 ......,......-,----....-. -- -/ ) '<'~'b 00.0 ----,,---- On _0._ On"" On --.. -- -oo- On .~ -- _,,-_ .;y..ol!~~qf!.:s..~:_ ~ 3:..~~~: -; P/L 277.40-'-N, 89 (209'56"V.': ~ '--"'53.'2'0' TO'\7"" , , ,... J: I ['ji , " , " Ij)' , .... "" 1 ",. .p' <;/l<---4--------------------------,---- ~..- '.l ...-----..:11>_ ! .11I: .. '....'..........'..".. ....,....',.. II ~,,~ <. ~~" ,,').) ~~;., -- -- 0_._ 0- -- 0- __'_ ,_ _0 .'2'~ _~l2.~:--EJJP-_---- -- --.- '4' : g~: .~!i,'..'.... " ' ' <" ,,',',',',', .p 7Sl~~~? _~ll_ on .~- - --' - on -- -- -- ~~-- --.. --- --.---..:;.- _~I- -___ ____ __. __ ___ _._.. _ _,~~_ _'. __ .___ _ ____,___ ----'.l."n-.il~' __ _ __ _ i ~~~ ~,!9.5">;'::>;':' ,'" >,;.:.", .'~C!J\ :~, 47.5.1 ,,').:J ,,':J' EXISTING DITLH ,} "':v ----..-' ~?' 1 -,- on -- - -- - -'--.; -~- - +9.12,:<:'.:',>:'.' ,~'~,~~:,:' fJo --- ----- --;------- :;;- -- -;:;-- ,'.... - ;':---- ------ ---,,'-- ---- -- --- --: -- -- -- ---.--,r-----:-- ---- ------ ----~,-- ---- ---- --; ----------t.-----;-----------------1:'---------------- -----~-;'~,! ,/t ~<.:.:,:'.:>.:::::\i .,~.. "', ,,' "," Ij)' . . . , , , . . . , . ,'J. \, i j .......... "Il t I ! j I . . . , , , . . . . "J',. . Ii.....'.... ...... ,'r"" ! . . . . . , . . .~.~. I , ...........,. ;,~... ,'j. .~~"t,' ,:f/ .... ,"" . ' ~ .~. I " I 20 I o I 20 I 40 I , "'1"" , *llj)' ',,' .......'....... : \ }' = 20' EXISTING 14'X23' LE:GE:NIJ ; f" "Ii' ,?v' E.o.P, . E/XiE OF PIf VEN€Nr ..... . .' '.,... . a SIL TA rJON SCIfrCN ,..... . ""..... . P/L .," ~, . PROP€flrr LINE ex IS rING GRAOC 51.0' / PROPOSeD GRADE ~Sb' " . ':':.r\~ 'tf':"" . S,H,\I, SE"ASDIl4<. HIGH VATC" -- lJIfAlNMiE FLOW NmOI, " " _.It. , r.aVo TOP or VALK ---.;-- T.aC. TOP OF CUN8 D f>IIOPOSCD urrCRAL ZONt: , ~kfJ1 ~If'. ',' He . HANDICAP lI( rRf:E:S TO BC RCH(]VCD ',',', ,',. "',,0'),.1 " , " , " ,,' , , . " ' , , , , "", '->... .~:"~ *~ \ DR""H IV I Il[SIGNED IY , "I). ~~' .---~..-..------"-- --,- "---..r.~.._.,-- A PORTION OF SECTION 01, TOWNSHIP 29 SOUTH, RANGE 15 EAST 'PINELLAS COUNTY, FLORIDA VICINITY MAP .. (if .1 S .'CONCORD .GROy[$ . - "'{r" i .... ,d '.-e .~~t p ~' _=-_~I~<'~~ PA~'~ ':1 ' t:' .5C--i [~ . 'II I 1""-- ~r : COON ,m.' I ' , . A -' - .. c~ . .. l.I...:-.....-=i~"/'. '111 S i ~~, .au -- l' .,/ f C"<lut~ ., ~ ., 'W'-j"'- -' · \~ ~t-:f .... , H.~' ----/I '!10 .!'J O'l""- - - .). , r 149 ""'-;';i.!' , - -- ' ~ --~+. . ~..! ~l.... 'I .-, €IDll\l'r ~i ~ " I ____. ~ 1 .. ..",,!-8 I $0 . 01" ~ .~! ...... 'PDI . ill" ~~!:. r ~'lID- L" l : l " ~ , ,-~ ,~". -~ -n ~Q _ : J_~:~~,~b~! _,.~U w II~ I ' , l. " , - <<- "'UURllll.."" . COUflIUU'_ _..~ MAll -' .e n , , :::.. r- 8~TON ~.,. ~~ ~ I: :Ld," J ""m JmY;:i oW' 1II o ,.... C :t. VI o. ~ THE " r , ,. oo . '!I I~ ' Uk' I k..""l - . I '1- 'i oo . M4'it I ~I .J, '-:,7 '~! ~_ (, , "..:~ .' · i~ · ,_tv ~.ll~1 ,.7& li ~ ~ ,'~j ~11fr ~:~-~~ ~~ .~t. iii ..J;!iJ_r1.",,1~'j<:~:;~ --...~(~."..~.l, ~1}t,~~ ',',.,.. I - I> c l.1ke _'II ' .- - " B'I t - TO,B, pond Notel Min. Cover 3' 4000 PsI Concrete 12,0' ~ 2'-0' I ....... Flow 2'-0' r--- 12,0' I .",,-T.o.l. · _ -No, ~ Rebo.r I 12' O,C, . 3'-64 oon.- 'A' V 3'-a."fPond 'C' arles "-10.1' Pond 41)' "-6" ~onaI 'E' / 7 .~ ...----, ll(),llO' No, 4 Rebo.r I 12' D,C, No. 4 R.bar I 124 O.C . [tIC f---2'-0'- . -2'-0'- I ---LB' ~ ill n~ 0 ill @ 2J ~jl - } !(FootoJ .- ~NO' 4 Ro..r. . 18' fop.r -::JR...r. 12' D,C, I' '1---' · . 2'-0' ~ -r L ~"'- -LNo, 4 Rebo.r@ 12' D,C, -1-~B~NO' 4 Rebo.r, I O,C, Deto.ll 'Weir ~ectlon A-A N,T,$ Profile of \oIelr N,T,S T"" ~ TO ... TCH EXISlING g:-- ~~~[lOA' _. r- 5- - ~ I"~ , 4~ ~ ... 1 --.... ,I, s' ~~ TOB-S1,~' TOP 8AFFLE - EL, 51.50' . I 24,11' -I . WEIR INVERT ELEVA 1101 " , ,. , 'b" ~q, , , , , --..u IV I 4~1'1.1 ' 'S--ll-Ol RUTZ OFFICE BUILDING SUNNYDALE DRIVE & BELCHER CLEAR'w'A TER J FLORIDA 9-1 GALEN JAY HOFMANN, p, E, 6145 SEASIDE DRIVE NE'w' PORT RICHEY , FLORIDA PHONE, 727-844-7686 34652 , NIl. DATt DATE' 50,80' . I I . . f 0.7' ~ QAFlCE . '--'NV,- 50,00' 80TTOM 8.Ff1.E - EL 50,10' 80TTOM SlllUCnJRE - EL, 4g,OO' -- IMI VARIES .15.0'1 VERTICAL VIEW ~ 1 ,!lO' TOB , 4/1 \. 47.50' \ '--- E1..- 41.50' BOTTQt.t. VA.RIES - WEIR El _ 50.43' ~. 50.00' TOO " YA.w !Ill..' " 1 ! 4/1 / 5l.!50' . T I 8Affi.E 24' PLAN ViEW W.'.T[R TABLE_ 4&.0' AREA 0 T,O,8,- ,OH ACRES .REA 0 BOT LiTTORAL- ,048 ACRES 1I liTTORAL ZONE- ,Og4-,0411 / ,094 - 4!l.9 1I CONTROL STRUCTURE AND POND liIFolUUTION DETO" ~ ITYPl SECTION B-B POND NOTE , SOO TO 8E PLACED ON BER.. ,SlOE SLOPES 01< AT PONO 80TTO.. . PROJECT NAME, RUTZ OFFICE BUILDING SUBMITTAL DATE : MAY 21, 2001 OWNER/DEVELOPER , CHARLES J, AND JANET RUTZ 2694 BRATTLE LANE CLEARWATER, Fl 33761 PHONE : (727) 784-0070 ENGINEER : GALEN J. HOFMANN, P,E. 6145 SEASIDE DRIVE NEW PORT RICHEY, FLORIDA 34652 PHONE : (727) 844-7686 SITE PLAN If ROAD SITE PLAN = -f.. SCALE: 1" - 20.0' - \ [i\ IDOl 0 & ,.. ~ ~ ri\\\ ?J @ ?J ~ C-1 FILl: ~ - , I SHEET P.V,C. PIPE RESTRAINT TH[ F'OL.LOWIG JOINTS MUST IE M:$TRAlNE:D IN AU.. APPUCA TlONS: 1. IIND - INLET AND OUn.tT 2. 'TIl - OUltLT "'ANO-I 3. OfFSETS - ,,1.[1 AND QU1UT 4. CAPS 5, PLUO$ e. ~ '1'WO(2} JOINTS ON It DEAD END IWN (min. 31') 1. LAST TWO(2) JOINTS ON It HYDRANT RUNOJT (min. 31') I--- L ----1...........--- ....... .- (T,.,) ^" (~ - DIbo 1&00 S<<1~ (T~.) ~ L..........uwLfNG'n-iTDIIE RESTRAlNIJl OH EACH SlDE CJF ~T11NO (ft,) NOll, W10W5 (....) PIP[ SIlt ".2& 22.50 41 80 NOTE: 'M'UST MSntAlHT AT m'T1NOS AND \lAL'tt;S SMALL BE IY USE Of EllA IItOH 1llE00WO MSl'RAINtM. 'THRUST RESllU.INT IE1'WEEH PIP[ JOINTS SHALL I[ B'" EB8A IRON SERIES 1500 RE$lRAINERS. W/..'IE 1t!S - aTY 01 o..uItW" 'IP. "-ONDA . ~ OfPAAi SERVICE CONNECTION DETAIL NOT[$: 1. WAltA WAINS TO IE ON NORTH Of' EAST SIDE or R.O.W., APPROX. 4 Fi ."Ctc OF CUfl:8 uNlESS 01H[R\UE AU~ZED IY CITY ENGlHttA. 2. SlR'v1CE CONNECTIONS TO I[ 2 FT. ",OM SIDE LOT UNEON EITHER SlOE or LOT (SEE SHUT NO.3). 'THESE SE:lt\4CES TO II[ CONSlS'TtNT .THflf 1HE SU8OlVlSlON. ORlvtwA'f"S $HAU. NOT Ii[ lUlL. T O'G MElP$. J. AU. uNES SHAU. IE DlLMlNA'TED ond PRESSURE TtS'I[[) (TEST FOR ONE HOl..IA . 1SO P.S.I.) UNDER TH[ D1MCllON t:I' 'THE unuTlES DEPARlVENT. AntR SUCCES$F1JL COMPLEllClN or THE 1!STIHO and OfLQItINAnoN. TH[ PRUSU~ SHAU.. MWNN ON 'TH[ SYSTthl AT AU.. Tlwt:$. 4. lIN F'T. .,,tJItA1'tOH MQUMD II'l'WUN FlARAU.EL. .Am AI SANITARY SEWER LINES. S. SADDU 1$ MQIJIftED rat AU. SUtVlCl: CONNlCnoNS TO .- PVC 1llAINS. SADClE II , MQUlR!D ~ r SlRVICE CONNtC11ONS TO e- and ~ ~ .........s. l.AR(jl[ST SERVICE CONN[CnON TO A 4- MAIN IS 1 1/'1: and L.AROEST TO ~'1 ...AIN IS 2-. e. MI....l.M DlSTANC[ 8[TWIIUN SOt'vlCl T.-..s TO BE NOT LESS THAN .5$-. 'TtnGcI~ CorporatIon Stop MUEU.ER H1~ .. ............ ...~ \ (Tap ctt .,. An;I.) . Soddle If R~"d s.. Mote 5 . ~ ., SaddI. Ihall haw dOu~:Jle 1)(\ .talnle.. .t.. .trClpll ~ wlth .,oxy coot.d ~ duct" Iron body. r 0..,. St.. ,. ...uE1.J...EA ,",14350 wIth Lodl Win; and ~ ~on Inl.t or approved equol -- \ WrQter s.rvtce Tubln9 OrI.coplpe 5100 or Endot!yordI.y Blue Jet. SDR V. 3401 Pol~h~"'. Woter WoIn aT'l' fI Cl.lAhAM n.olIllCA -~ -~ ,- - - TYPICAL SECTION N01tS: 1. 2- PVC: CONDUIT 1'0 txTtNO 2' I[HtHD IAbc or CURB, 10TH SOlS or ROADWAY (NOT RlQUIRGl OH 5ER\1CI! 1lII'LACEW<T), 2. five CONDUIT TO . ..... ,.- IILDW THl tulV'ACl MEASURm flt(II TOP Of rACE ~ OJ". 3. WAlIA IIlAtHS TO I( MIN. ~ IlLOW GlItADI: and AP'PROX. 4' BAQC: r:F CURB 4. OJ'" STOP TO IE LOCATED ~OX. 1 FOOT 8-'0< OF ItIQHT-()(-WA'( 0. BVlC( UNl TO E!J[ MIN. 12. ond MAX. 1 r mow QRAOE. . J ~ J J -t ,- ,'- -1" - I 1 r"(T,.,) -1"-~ \~s~ (T,.,) 'I' , ;,0. MIrI'. ! 12.~lr I.....~. "'...... ~ CorpClf'Qtlon stop (T,.,) S/4. P-'~~"'. Wow ,.,... Tutme '" a- PVC Conduit (T"" 5/1' m_) wat... ...oIn ,- i!E CITY 01 CUNtWATIR, ~ -~ -~ BLOWOFF DETAIL n.t... -.. B ."'" L "'~_ No, 15-1 ~ 8kWr-Off "''1' IncludlnQ l.odiobl. Cclet Iran lox ~2"''''''' Wo\or_ ..- T to. 8..<1 R_aln"Pt~/ P... o.t~ No. 403 , - CITY rIF a.l.MWA1Bl, NIIIDA ii:.NEDlINO 0fP.'~ _ ~ 1.1 ! I ~I ~ --I POINC1'AL .OST POSITIOH i ' (CANTlD 20' TOWARD MW) 1. / 4/' rn.TIft r.-o / ~ SlT now ~ ljC, NOTt: TURN tNDS r:I ftNCl" Uf'H1LL ELEV~ nON I e' WAX. I i !~ -~ ~ I I r / rn.1IR ,_c (IN COW'ClRMANC% MlH SEe, 186 FOOT ""C.) ----' CITY q, a.rMWA1IR. l'UIID4 ir~ DlPAAI - . ,.. :iWlQ!i - - Sf1 GALEN JAY HOFMANN, P. E. 6145 SEASIDE DRIVE NEW PORT RICHEY , FLORIDA 34652 PHONE: 727-844-7686 ' gn' W. . W~, -:::.. ~-b:::t-1 ~~ NOT(: All mot.-lal. to ext..d s' be)ond book of curi) Ot 20' from oent.nlne of .tr..t, wl'llcltlevw .. ..eot.... AHY VARI.l.N(% "'UST HA~ WRrf'l[N APPROVAL OF THE CITY EN<JHEE1t. ~ ~ _I____ i_ RING .. H~Lr PLAN I.. ~ 30' I .oehl'" ~a ... .... ... I i I L RING - SEcnON Minimum WeI9I'It .,. 232 \bt. ,- 278 Ib.. NOTES 1, ...,.... roodwoy bON I. 8- Ot thleUr' u.. ,- rln90 all oth. CONI ,. ~1iI I. petml..aM.. 2. ..onufoctur.... mofe( of .torm rlnt and 00..... to b. OWOWlCl by City Engln.... Two 3/.- 31' ~ St'" All threod. co.t' In corbel AppI'OWd borrel joint ... en .o-Rlnlil'- and .Ram-N.... Two conttnuou' rlnp ot 011 ,jOint&. . , ~ I '/W I ""\0"......1. - 0.. mil., 1,0 mox. foil . from ~y line to I' book 'of Ourb. .\ ., "* 30"-:18' or .. 0lre0tM b1 the efty En'Mer l -, I I I I I I t ,,- ~ e - ...... lat.... .... SECTlON 1 , - - - em " Q,UItWI.... NIMA : i- OfPAAI . Pick ...01.7 $._ 1-1/"117 /J~RW~~ /r<"" COD.tfJ'~\ ~;;~" NIT A RY':t:.. ~COODCD C ..J ~ "--$ I W E R D rJ "equlrlld~ \\ D _ 0 D D.D D~/ ~J..~ 5/1" Min. ."eqloIu.G NQrl SkId Pattern ........ SOliD COVER 1 ... ~I.. " I . r- .....1.. ---1-.1" ~r~! ....."'.. Surf... . \a ~~ I SOUD COVER SECTION Mlnlmllll"\ .....t 128 Ib.. CITY q, a.&AI'MM P\,.OM)A __ ~~G DEPNt1VOlT , .... -- ... - ___ _ ,.1 . r s.. Index No. J01 ~ Two oontlnUOII' rlrlC" of .Rom-H.- IdIV.,............ ' t3~~ Conc.,trlc or eccentrIC con. (Top 11Gb on enallow montlat.. 0' to 4' de9th) St... ,,*"fOl',*"...t _I f- r mlrl. wall tt"'akn_ 4' "In. I t,... M ocId ,..-.,t , cement 40IIXl p...1. I 2. /ft m~ t .- Or."t 111 ...."'t wItt! " ~ ,~-~m'me<W 1 il'"\~" "r_u..:~____~_""i\ '\. , .' )oint ~ .... "''''' I~ ~.. / e'-l -I-\... (T,....) Grout low ClI\Onntl ~ P......c. pipe ,...,r.. mOfthal. GCtapItet coupUnl by ~ Control, Inc., 01' llIP9f'OWC1 wat... lito, coupIlnf. NOTES 1.,6J1 pipe hat.. thatl ~ ~Il 2, Int...1or .noli 1>. llntd with HOP'[ Thermal ~fC I"'er or Fber;lat. lln.. 3. Manhol. thol! haw on ext... oooUnt of ot IeOIt 16 mi. dry thlc*n... PROlO EP214-351 [pOlri-Maetlc Ot Koppert bltumaetle 1:16_ ..,UOIl "",", ^ If CLEANOUT DETAIL N.T.$. NO. QTf OF ClUMl4'11R. il\.CMA .IENOlN[DtING MTtCNT .., l:: Lr--' 5/1'---1 ~/////@ "I . .... (1M Noto) I:---- 10 SIr ---:l Ir-- ' 7/1" ---JI ~ I~ ~'J:.I'.~ CLEANOUT PLUG DETAIL N.T.S. NOlt: Oeonout pIu; to b. U.s. "oundry '7821 01' ..,01. .. - - em Of ~_ n.tMA .. -~ , DATI t:nlJ1I AI !UNIT ARV g-\WR NOttS 1. IrUlNH(I.IIWtAU..1IIP'IC'IIII ~... CITf __,.".,....,.,tHO...._ --'. . ...._"__.....I_~:.-f1I'__ ~ 10 aI1*O "....... ...... QIII; ClNl.Y. 3. AU. MANMOL.IS IMM.L . 111' NIMI TO LIC ,.. ... ... (J'YC) IMWTY ... '" ~ ~ 10 AIIIIf ...~ _ . LA1IIT ~.1H,.,..CIN_MtKI'I'.... I. (DIP) QIIA'lITY" ....1tW.L. Cl.AII 11...,..,.... OIl AI ~ ~ IV CIT'l'..... .. NO IIJNCl cau~ W'Q ... 011 m'lD .. . ....,.,.. It ~nAL EMI'CWA'fS. carr ..... "",.".. aI M em' ..... ,. wAHHOLl n:AMD IHAU. . ATrAOG 10 ... NICAIT ~ 'M1'M A . _f1I'TMl )/"J1t1T_8'III1.~"'-""-- '"AU. I[ ....un vht A ....... fl1'lII) t/l __. IWI..... CAWIM& .. 'lMMCItD 84AU.. 0I-wA1IJml1O _ ... ,.. ....ftNMIlII ~-!I 1dTAU.IQ ,. fIF WA. (It ~ ..... " \MITMLI --"._ ....1IJIAI. . 1HOOUN1IMD. PCAV"lI r AND IACICPU. M1M 1/4 IM'CL t. ..-.c "ALL . V4D .. I'MICT catftfIWIQl YO "MU'o\C1UIIIIt'I ..C C......IlAN'o'llZ....",...... - -......- -.. ~.. ~NI 01 uTlJ1"f' 1'lWNaCI .... tiOT . AU.OiIlI8 UM1I. IV 11C em. 10. a.tOCP'LL ""'DIAL nlII ... YAIN AND UNa IMAIJ,.~. NON P\AI'IIC MAftNAL ,. 01 = WIft /trIG oMMIC WAT1lIl ~ IllA'tIIM. IIUClID ... _ 1)"'" ".....,.. ~ AU. NOT CONTAI' ....Y SDIII 1MM 'fWD (I) JNCICI. .. ~ 1 P'ClII~fIH)_ND""'~'IIWI.(f)IIlICIItQl.AllK1llt wu. . 1IIMI"nD IN lIMY 8MWLL 11. ALL IDCCAVAl1QN .. ClSltNO ,""T 01 MY' ItWA. . IHICI'UID .tHO 1T.t.IIJ2ID AT M END a1lACH DAY TO PIMIT NDII'IIIAN Me 'CttCUlAIt TW:AmC ~ TO CCIl1WAC1at \&I."" ..,., II. .... .... .. NOT .,.... ~ _,.. " . 10 . 1.OCA1ID It A UTl.S1'Y EMDIENT AND Q'rr yMf1DWCll ".at 1 _1'fY. IUIICU 'I'D IUHHCU ONLY'. '1 ""'" ........- f1I' ". _ ... _ III ..-. f1I' _T . . _... .....- .... _ __ ....... . "* f1I' 1lC CClI'IAD 8'II11Il, 1M! OITY 84AU. ~ 1tC 1'l'I1DI Melt 10 IT .. PLN:ID iii JIIIMlS MIOIDICIADCIP'1IDP'ClIIYAIN"IINAfCI. 14. cawLETl -AI 1UL1'" 1NPaIIA1'ION .....,... TO .",... VAL..... = P1T'T'NQ1, ,.... I.ING1MI. IMII1I AND &.ONIIHAU. . ACClUIU1IL.Y AND .....mo 1'0 TIC CITY .... NIl) IEAUJ) I"f' A IIlIIftMD lAIC) 11. AT M END q, ltC ON[ (1) 'fIN' tMIlIRMT'l' PIIIOD 'IC QTY ..... T.V. ...-cT, ANO Q4[Q( WANNCU JOIIlll MG _...llMt lO .,...... " ......... ... NEC:l1IMy __ TMI wAMNITY IClND II ...... , .r MUOCIIl'I'ID ... , _NlP_nl - ""'" 'AU< .,.. DCJIIIf CClNC. WAUC --",.. ....--.... V .-. (nM\L) r rw-nc \IHn i ~ ~ '-~ ~~ -~.... NOTE: All pav.",.,t mar1<.ln9t to be thermoplo.Uc. -~ I t"-d' r (nI'ICAL) 1T-o- HANDICAPPED STALL DETAIL ~ ,. em 0' Cl.EAllWATER 'LOIllllA PUILIC W~~KS A NtSTIATlON ~ ~~L SINGLE -mr , ~ v ~ ~ 1~2 IllY. lM.1I - - ... - . ~' ~ ~"" ~, <Q> ~ ~ CONC, SIDEW~U< Match EKlltlng II Grall Plantlna or Oth... EKlltlng SId.wolk........... Non-walkln'7surfOC. Gran Piantln; or Oth.... Non-Walking SUrfac............ 4'/S' e" e' 6' V...Ucal Curb R~MP CU~B ,"-. III ~ In Tranlltlon -----------~ ~------ ~~~~~~~-~~~J____..____..___~l~~~~~~ Exltt. T)p' t Curb I..RtmOW Back of Curb I" Flow lint , II ElIlltlng , . ItOTA"fI IDClI AI "IQl.RD ~~ ALflllNATI: ADCnQMAL ... AND IIND "'!'CA- IhD DII'tW <'~ 11I1" S' ' ~'oI... "'In~l'<ll ~QI~ Sl " ~lJITOPL 1/1 - POt POOT ..... 3f3:. .om!..., ~ ..- /'!l ~- ~,,' ~ ;~ ......~1Ift (lOR.) -- ,..- &l:Pl II' 10 flL 1/1 - ~ ,-ocT ... "" <Q ~"'~~ "'"~.:~ ~~ ~.." RETURNED CURB RAMPS r", =....._/ ~tr-. rL.o I . ll- Q..IAMQJT ClN IAOI tlltAHCM : Ill.... 8WlI: ! ... COlIC,. AT .-:= ~ : V"-" ,_.._.~-;._.._..- .~.... ~: I DOLJBL.l: 5ERVlCE ~1" MAX. P R/W at IAIDtINT UlC r" -,.-..-..-..- .._.. -..-..-..-..- ......IIIIMCllLIC ~ t ~,~~-/I ~...-rr ' MtrUAK. S1h1CU' VA\t1C[ i 14" ~.., If "x. I, lnl than 48- th., tho 01",," of tho ~cred Ildl ohcll nat .Kco.d 12: 1. ISOMETRIC VIEW r~ IANlT.dY IhD "...... / It" r~ VAll.E.V nllTTn CURB CONC, R~MP CUR8 DROP CURB \. TII~NSInON 'I CU~8 I TR~NSlnON .1......... BACK r:Jf SIDEWALK ~_..__.______L__-_-_-J---~_~~ ELEVATION A A 1 I r 1/11 r~ ", " /' T..turod Surfoc. ./ j ..; . IlQIE;. 1. IP'G LA1IItlU -.w.L ~A. .... NONJl1V l.M AT A DPTH f1I I PU:T M'1H a..IMGIT'" IllMlICID 111M A rx.. 1'IIATID STNII AHO .... ~ ILJC'IWCIIIC M.L ..MID. 12.1 M~X. , SECTION B-B ~ ~ 1. Rampl are _lP)od ta tho UnllO"" Yodoral Acc_IbRlty Stondcrdo ta coml!!y with tho Am_I with Dlocbllltlol ~ct, 2. Ramp. "all He... a To~~. SurfaCl, Tt.:tured to a D.pth Nat EKClod1ng 1 Ie by u.. al TQ/T1~ or raU" In Conformance with Requlr.ment, of rooT Roadway cnd Trof~c 00119" Stcndord.. D.tall J04 Or Moot ~.cont ModI~aotlon., OTY OF CLEARW~ TER, YLORID~ ENGINEERING DEPARTMENT ,w, , TYPIC~L SIOI'w~LK ~ -r!"!' CURB RAMPS NO. PH"lSICAU. V HANDICAPPED -... - . ."./14 1IIiIlMlrtD'" r.-- 11M .......... DA" _ - C. No '0" ..., .., "I' ~!, , \. I . lIU..rmn . I ~~ ................1 ... iIllHt I If. '" r ........,. 'l.1we~tt:rt. , . . , .. - ~~ ~ -;-=~--- ~ .r~ ;~~~-~ l!l L r ~ ;: \'';;-- i Ttl::T-~:-- ::~:~:.::,'.''''~i-:-C-.''-t i ; l ',',: ." II I ".,,',,_ '. ,/1 I '-'r ------- ---------.---~---,c ~' ----,- -"I ~_.. -..""""--. ; ~ ~ ,>", ':~ ; ',; ~ I .. I ' I ~ .........~ c~ :to // \ '\i:"" ~:::::"::::~-:-'"ili :-------r j,~~ .:11 ~ ~'I ~~- __r.....'......- ~LL'" ............. ............... ill ----- TIP ..'WLfPll "'"' .... r:g: .r.. I:: i I I I I r 1 I 1 I _1::1: rr~----r--- ,., ~/ ...... at -.., ....." r.-T + DI~ ,: ,':;:--_. I 1 I, \., :.r- I . I I v......... , r. - .--- ,__._______________...-__.l......____ : \ / I I~~r------- ---------:::..... "r . :-':;:"7 I j l ;,," i '. i~ I' ,.., \ }I /' I \~ I . . 'I ~ : 1. I / \ J " ' : l -"",_.l. /~~.. : "1~::::' ~:::::::::;=-~~-'----T 1.f~~...--1 .. --... ..,-,...-. --- ........,....., ........... .. ----- TIP ....-,.." fIN ~. ..,. 1M ...,.,.,,..,....-- ~ .... J- r..'" tu ~ .. '.;",:. .~ ~~ '?L'""-.:. '" I. . "- '...., CIfOSS DRJJN IIfTERfD EtiD SECTION -.,.._~_rc.oL,... _,'M . . '... .. .: I. I.". "2 . ~i I ...." . ""'............. .......... .. ..IW >> ....;:>..... v I -lor I ,':;b~~:'l " ----- I . -...--..-......--. tlll"~""_ ~ """.".f<<i"';'1ittiI. ,..,...,.............. 11""....,.-41'.. ~. flCTIOII OllAWN BY , DaIONI]) IV , RITZ OFFICE BUILDING SUNNYDALE DRIVE & BELCHER ROAD CLEARWATER , FLORIDA APf'RO'oU) BY , ~~~f r-Ll-d/ DATE 1 5/8:1 7 tf r - 113 @12" ~ w ::Ii ~ a. .J U 8 t.. Q) Shoulder line and EI. ",,~S;d' Slop. "-::: ;; D 8 ~ '" '" '" v 6.0' LD Const. Joint Permitted r!' W~ '),,/ 1'-4" #3 @1:r! C ~~' #3 @12~ W r~ ~ u f(l~. SECTION B-B T 6" SECTION #3 D-D NOTES: All Reinforcing To Be 113. All Concrete to be 2000 p.s,i. @ 28 Days, Exposed Edges And Corners Of Drainage Flume Shall Be Tooled To A 1/4" Radius, 3'-0" Rods t PLAN 6" ,.. v .. CONRETE SPILLWAY 12'\ 19' I 12' 12' I 19' \2'1 ~" '~B ~ --- ;r 1,5" TYPE S-1 ASPHALTIC CONCRETE 6" L1MEROCK BASE L-- 9" COMPACTED SUBBASE TYPICAL PARKING LOT DETAIL NOTES: ALL THICKNESSES ARE MINIMUM BASE COMPACTION TO MEET 98% UNDER AASHTO T -180 SUBBASE COMPACTED TO 98 % DENSITY UNDER AASHTO T -180 MEASURED AT SURFACE SUBBASE TO BE NOT LESS THAN 9' OF GOOD CLEAN ACCEPTABLE MATERIAL COMPACTED TO NOT LESS THAN LBR - 40 SITE PLAN # STANDARD DETAILS SHEET C-2