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PSP87-31 PSP 87-31 KNIGHT DENTAL STUDIO INC. 2160 SUNNYDALE BLVD ;; _ ~ /{ ~ tIlIl C I T Y 0 F C LEA R W ATE R Interdepartment Correspondence TO: Cyndie Goudeau, City Clerk COPIES: See Below Code Administrator )f~tv FROM: John D. Richter, Development SUBJECT: Certification of Modified Final Site Plan for Knight Dental Studio Inc. (Addition) Located on the North Side of Sunnydale Blvd., Approximately 430 Feet West of Belcher Road (PSP 87-31). DATE: April 7, 1988 On March 24, 1988, the Interim City Manager approved a minor plan change subject to the conditions of approval from the site plan certified on November 18, 1987 (see attached memo). Prior to certification of this modified plan, the Utilities Department notified the Planning Department that there had been discussion with the applicant's engineer regarding a slight shift in the location and orientation of the dumpster. New plans have been submitted which incorporate the minor change approved by the Interim City Manager on March 24, 1988 and the simple adjustment to the plan regarding the dumpster location/orientation as recommended by the Utilities Department. Please ~ertify the attached plans subject to the conditions of approval from the site plan certified on November 18, 1987, and distribute. JDR/SEG/df List RECEIVED Andy Onufer, Building (1) Bill Baker, Public Worka (1) Ream Wilson, Parks and Recreation (1) Cectl Henderson, Utilities (2) Keith Crawford, Traffic Engineering (1) Paula Harvey, Planning (1)' Terry Finch, Environmental Management (1) Ray Wyland, Zoning (1) Cyndle Goudeau, City Clerk (1) Developer/Project Sponsor (3) N'R 8 1988 CITY CLEEK Ricky Lucia C.A. Peterson, Inc. 1220 Rogers Street Clearwater, FL 34616 Gl~!'~~VGD k~ '-"-" \i:o:.J f-\PR 1 5 1~e8 "1(': " i rpOA'" {- i ;"4 it hlh-' 1..< U ~\ '.. i'. \}[Vt:..O;:rJtEi{1 iJi:PT. --, ~ -.. --.. ~ C I T Y 0 r C lEA R W ATE R Interdepartment Correspondence TQ: FROM: Inter1m City Manager Joseph R. McFate II ~ R1chter, Development Code Adm1n1strator ,A1;tJ~~ j John D. COP lESt See L1st SUBJECT: M1nor Plan Change to the F1nal SIte Plan for Kn1ght Dental Stud10, Inc. (AddltJ.on) Located on the North S1de of Sunnydale Blvd., Approx1mately 430 Feet West of Belcher Road PSP 87-31 DATE: March 22, 1988 On November 18, 1987, the fInal SIte plan for KnIght Dental StUdlO, Inc. (addItion) was certified subject to condItIons. DurIng the constructIon stage of the project, It was dIscovered that beneath a portion of the existing bUIldIng foundatIon was an amount of debris which prevented construction to continue as planned for the second story additIon. (Soil Borings have been submitted). To remedy thIS condItion, the developer IS proposIng to remove that portIon of the structure and excavate the debrIS. In reVISIng the bUIldIng plans for the structural problem, It was also discovered that the additIon IS to be 158 square feet larger than the prevIously submitted plans IndIcated. A modIfIed SIte plan has been submitted. The concrete walk and asphalt area north of the structure have been reduced proportionately to the Increase In bUIldIng area and a handIcapped space has been relocated In order to functIon. The parkIng requirement does not change WIth the Increase In floor area. The Department of Traffic EngIneerIng has reVIewed the modlf1ed SIte plan and has no problem. I recommend approval of the current requested modIfIcatIon as a mInor plan change subJect to the condItIons of approval from the SIte plan certIfIed on November 18, 1987. If you concur to the copies certi fication With thIS recommendation, please 1nltlal thIS memo, attach It of the rev1sed plan and forward them to the Clty Clerk for and dlStributJ.on. /)..~ /t ~..( 3.'.tV;'If- ~ KI'1,;4 A (/ ~ ~ 1lf~. \..~ f.. U t" 'f., \J: ~. v JDR/SEG/em Llst Andy Onufer, Building (1) B111 Baker, PubliC Works (1) Ream Wilson, Parks and Recreat~on (1) Cecil Henderson, Utllltles (2) Ke1th Crawford, Trafflc Englneering (1) Paula Harvey, Planning (1) Terry Finch, EnVironmental Management (1) Ray Wyland, Zon~ng (1) Cyndie Goudeau, City Clerk (1) Developer/Project Sponsor (3) 1\ \Cj'O~ ~~f\'" 'P. RIcky LUCia C.A. Peterson, Inc. 1220 Rogers Street Clearwater, Flor1da G~p ~j...r~ - c--- 34616 ~c ~P".' P.I. a Llt.t (110. H... N. Ie I 0" t O~ t' .. - .. .. . . .. .! . > .... . ,0' . o. , 0' t "C ~ o > CV - :::J o CD :.. ; . . cv - o ~ ~ c: :::J (j) . I ,~ J ,": .: I. 0" 0' t :: t" ~ ~'IU HYDRANT ~ CHA"'fC; III eUNf ~l IIlAI .. H1~()) '1 Jflltc*( C "",""lfII Pf ILI.I/.'I. LI~.I... IIJOCCO c...,............co 1ST SIevens Ave_ P.O. Box 1379 Oldsmlr, Florid. 34677 (813) 855-...5 (813) 785-1834 CONSUl TtNG ENGINE!'" October 9, 1987 IAN. MANHOLI o 'nIP. ".11 lilY. 4'.42 Knight Dental Studios 2160 Sunnydale Blvd. Clearwater, Florida 34625 RE: Retention Pond 2160 Sunnydale Blvd. Clearwater, Florida Fnd. Cone. Mon. (P.R. N.) T S .W. Corner Lot' REF. :~a: CN 21460 REPORT OR PERCOLATION TEST & AUGER CLASSIFICATION BORING On October 8, 1987 our representative performed one percolation test and one auger classification boring at the above referenced project. All depth measurements were made from the existing ground surface. The perco lation test was performed at a depth; of 29 inches which is at the seasonal high water line. The location, water table. percolation rate and soils profile is as followS: O'~ . :. -- =0\ g: &I- -. ;; N .- o CDCD en N N CD ...... Z 0" - 1" 1" - 8" B" - 15" 15" "- 21" 21" - 24" 24" - 29" 29" - 34" 34" - 44" 44" - 54" 54" - 58" Brown Fine Sand w/Roots limerock Gray/Brown Fine Sand w/Trace of Silt Medium Brown Fine Sand w/Trace of Silt Brown Fine Sand w/Trace of Silt Medium Brown Fine Sand w/Silt Light Brown Fine Sand w/Silt lioht Brown Fine Sand Very light Brown Fine Sand Light Pale Brown Silty Sand WATER TABLE: 39" SEASONAL HIGH WATER lINE: 29" PERCOLATION: RATE: 2.42 minutes/inch (SP) (lR) (SP) (SP) (SP) (SP) (SP) (sr) (SP) (SM) ,.' .' , t" . , #' . A.J (;v-...;'" ?o'-""-"'E-~ J~ ".........~ ~ <...-c:>c~-.:-'~ - . 'cD' -c, '>c- <.D'- 81' ~A~^,,~'-(" VV"A.LL 0" , .~ O' , .. - .. .. . . .. - i.~ /J \ . .l ! ~I/P .. .j.O' ....., ...1. a U.'.T. . (II O.H.... l.f. .. .' 0 I" ,. (IIO.H.... N. :~".- N 00007 02 W ,. (I) O.H...... . .~...~...-..~~.. NEW /y')1'l~TE~ J...OCATloN F7=R. DRG R.~Y/E'W rIi n.t. . _ .- - Y/S()ALJ-'1 S~~NEli eN.C40suletE .. t'~-327. 23' Jt) [IVt)J[/ I N'll5it~~,.y;h'G) rc.~ . fJ'" I L ZONED .' " ...' ... ~ ~,. .'~ . .... i ~></;, 1'//V6 -'PAtES I"~ '. " ,( ".' Pew., P.1e .,,~ , (110. H... , II. (4) O.H..,.. .}. '. . . ,. " f. ......... " .. ,.. ., I-I; . "',. , 29,7,~,~, ~: I .. 'f'- . . ,~ .' ~, . V~~~.. ~." . . ..' .. ,p~ 'hCJ ENrR 'f SIGNS 5 .' (NO/ L00'''~~) 11'.4" I:ivv-\.) , i-.. ,~ . t '"" ^ ^A'i .. _~w 7r .... .' . .. .. .. . ....... .. ...... 0' , " ~.~ ."- ." J ~[= - .. "..,--, ..: ., tI ..~ '" .~~. ,.. ..' 0' , e.>< \ ~'""t" 1 A.,)c... ONE STORY MASONRY OFFICE BUILD. Fin. Fir. EI.. 52.60 .. . .. '. ~ '. Q. ~ EXlj'/. 5PA~ ': > 50' :W' I~D' 74-' ~ " ,/ . . . v V ,I.. " 0 , , 04-0.11, ,,' J' " y v ,.t_. 4 ;;:XIS I. SPAiJtS\t" '. > " ~J 0 " 0 ., .. . ~-_. " .. " ~ I f , 4' <:: <>.J C . t2'A:""'- F<E I -z.. \ I MA)t. .. :':3e.c-~' S'2.()o~..~~,~ ~~. ~i .. Of' '*" PA"~ - ". ::;. It @.~~.., . ... . ~,- '-.' t ." ..\" t.... \ 0-' t ~ t" ~ ~, t': , ~,. ~ en _fft . - (\.I o . ". ..,.. . . 'il\1 ,;'.' 91.... . ,p' ': "1 .. ,. ~" . 5 -~..-~------ (NO T i...OCA Tii!I:i) ......... ". .............. ~ . t.., __ _~____ _ I.....t r-- t' .~ . ,.~ . i to' : . ,po t"o '-"'.-" ~ . t',9 ~. . ' . ..,................ W tn.. , Corn.r . Set I.R. aCep .&..8..", " ,. ......~ . . . ",. .,' '. .... ; : : . . ,to.: ....... · . .. . \ . , ,0'..: .'~' '0.; #. . :'. .t. ! .' . :; :! .." .... "'. .. ~ J. ~ ~ ~ ~.., S 00007'02" E .. . I. R.acop .......... L.B." 388~.... ., .... ..' ..... . . . . ... ............ ! ..... ~ ,. .' , J~ .' ,.~ .' o ,. .' : o. . \' ..... . ~ , .... Ie) . J' .' ,,' , ~ ,,~ .' ZONED I L Ji.lTERIOR. - ~IV LMb5G4f?'AI& 71ree.s - ~ve. O;;)c;--,;,r olJ.er CAfi~roI(.rI 5f'€oe S 7)" fnJ.u/cr 5/.r..b~ i !1.1r, /z' ;';',~' 3 'r" t:MIt'1 7, S-X Na.:h'fe. /~x/1l1c.1/t - J Ie I :Sc;"I/I,~S lei be loc~ecl /" ;4S /. PI,,; -Id"""- .-eecl /'p '3re~n o-r~o.. S 0.0$ or c I;'~'" "'f'~rc-l'ttrl .y"c"t"~ I" hrtor dt"$/red EAST/WEST B()FF,e~ -(f./N. LANt:Sl.AP/I. r: 7 7ree..s. - /-/ore (Ak Or of,(t'r vr'"Cv..d .5f'cc,'es /b3/.-I. Jlecl"e- 111'" 18"/I,-JI.)' 3'0""' ((',.,1..1" ,Z-S:~ ;Vc..INE') Ycwpev-> Hollt - J'/~j Sc~"IIU7J5 7:q. P;'c/,/"... Rr'c1 r:p Or Ofl..t'r Ar/,rc'I.rl :5{"ec /<! 5 . . . . . . ~ ~ -- G::II. -- -N- en! .nlri !~ OSAN. MANHOLIr TOP. 11.40 INY.4T..1 S OUT4.r l3u;::",c.E.e. /'111'1 t..AJV,CSAPI.yG____. . 3 T;--cc - J....,v~ Oa..,t (p~r c....bc.,-~) ~8 If - lIed}~ (1"*1" o..bo..re) /~R7?/ .&;,ch€.K - It", ~dS(<"';:.I"~ ~~1C~~fJ - Lve 00..1:. 4-; .SJ'r,<t~ - 11~.~ 24" }/111-: t-"$' c" (.../1/,r 2S~ 1'11....4.(~ YtJo.f.1pr~ AI,,/I)'" 75l. P,(.dI;,I.... Reel "T.J , 0" o"^~r o-pprGo('t:'d ~p~c/~S PARKING STANDARDS III ~ . N o = f/) ABCDEFG S.E. Corner Lot 3 OVERFLOW CONTROL STRUCTURE '~..," , 2;~. ; .': <<; 8.0 12.823.828.0 - . Fnd. '12"'.P. O.64'S. 525.08' (F) 526.02' (Plot) .E1.. 5""2.2(). 7B >V= 2. %.. " & ~1.7() == S- Sl). ,.,.. '1"'!t.l W E.. 5'().(J() PARKING ANGLE (DEGREES) 5T ALL WIDTH (FT.) STALL TO CURB (FT.) AIS", WIDTII WT.) E CU" LB.......) Fa~W'.tkh!fU8LE Ilf'WIIN (FT.) OIT ALL CENTER (FT.) .. . III . . - 0: :II .. ...u . '0 :i.: - -.0: i-. .~- ".1 ~ ~ ; . ,. , . . .' 41 , .. , . ~ . . , . . ,. :S" I.R.a Cap :L.B..5889 ., ~ . ..... ,.... : o. LI.. ,. -" 'f .. .! \of Q. 1 1 ". i.t.. I ... . . III -1ft (\1-' I i- '(\.1 :0 . . . It) It) " . . . '.. .. . \. . ~ \' . :'. \ ' " )"\ . . . < ~ .. r.... 1 ~. . . . .\. '", . . ~ b:~ -- -1ft it>> Nen .n.n !! 11I11I 1 '0 CD Nac) -; ~ ~H ..~ li~ p; .- "J .. .. . -. I ,. I Q .* , , i Z ",;0 (-.W __ ~ u~\ _ -:.,; Certified as a true and correct copy. Interim City Manager: March 24 1988 Minor plan change approved by the it 1 ' , subject to the conditions from the s e p an certified on Nov. 18, 1987. Witness my hand and the seal of the City of Clearwater this fourte~nth day of April, 1988. ,,' .,- 1. - ,. . ~ ". ;o~p'C1 y,ctera_ li.i' : (i : . -6-:_: : / -;. .. ~t:it.!!!~', I\~ :~,,: The addition is to b 158 . " re ,. · - '" ~ plans. e , ; ~:~. e t Iar~~~n previous submitted ;'. 'II, 1./ .'. ..-".. ,.... " ,-, ....... ,. oi " . ! d I; ""'1 ';,' ~::n c~~~~~:~ ;~~~o~~~'o~:t,,~.,l,;~n~~~~:;:'t~: :~~~~:~;e a~::e . 1',\ ,,'/-(..' \1fi'x;~":;-' Handicapped space has been reiod~~~~~t}ti. "Order to function. (The department of Traffic Engineerihg has reviewed the modified plan and has no problem.) site MINOR PLAN CHANGE: {})'/NE,.e/pEYEL.~~: Affn: I1r. Roberf Kn'..9/...1- D&l/c. ,$'f1;..fI.'. I fn,. 2.1'0 .s~tY)ydaJc. SAra'. CI~'-4fc"'J ~ 33~/a (813) ""'1- '/~~ W OJ' ner' ,11- II--a7 --~PV~'!ll:Il~~tG:b ~~NG 1 'od. c.... H.E.Corn.r Lot 5 /l.b~ ~ t:NeC~L.Y'/.,eW; I. :5EPAJ!...A.T~ ~~ ~ ~Q"""'..eE".6 ~ ~. .. J1._.<U~H41 F~.. .1. . 5/6/Y.. f PA.eKl.v~ J..aT ~. p~~~~ ~.,. '-'~nN~A~ 7e; .d.tF ' , P..eqv;.'.o~/:).~'" T7~. e,;::- ~r ,A~CA.T]QN .3. ~/'I"~D A4AS-ro &;- ~rA8I"'-IU:-6 W/-r,J./ "sT,(?Akf 1.I1.{)4.C# tJNT.t,(. ;1E"~~...vr .s-r~.d/A/2AnCN / 50 .z;v.!;YA~. . . ~ Scale I ,". 20' . .. xtY JtxJ~r. ~ ...51.15 FiNAl..- ~ , .' -MQ./ ~a: N,G;,} I-tl&"D€E S~c.es-._j ,~~y~~_ =Nf4 _~V, WAM. ".TI!'HTtON ."IN X"SI!C;1t10. ..... / -- ...../ - - -- /, 2. 3. 4. There is a slight shift in the location and orientation of the dumpster.( Recommended by the Utilities Department) Sect ion - Townshi p 29 South - Range 15 East PROJECT DATA PROJI;CT NAME PROJECT TYPE SITE ADDRESS , ',.1.\' KNIGHT DENtAL STUDIO, INC. LEGAL DESCRIPTION Clearwater, FL 33518, The East 135 feet of the West 180 feet of Lot 3, CLEARWATER INDUSTRIAL PARK REPLAT, P.B. 71, PG 91. ENGINEERS/ SURVEYORS C. A. Peterson, Inc. 1220 Rogers Street Clearwater, Florida 34616 (813) 446-9568 ZONING AREAS Limited Industrial District - IL Site Gross Area; 44, 145 Existing 7,580 SF 19,008 17,557 44,145 SF S.F./ 1.013 Ac. Proposed ., , \'SZ SF 22, 40"1:.. 12,591 44,145 SF Building Paving/Cone. Green OPEN SPACE Lot; 28.5\, 10\ Min. Front; 28.8\, 25% Min. REQUIRED LANDSCAPING Total Vehicular Use Area = 22,444 SF Required Interior Landscaped; 6% x 22,444 .. 1347 SF Interior Landscaping Provided .. 2040 SF Perimeter ~lffpr" ::J .I. t w..I.ue \o'le.ru'::ie) oJ..'-.!l,'::i ~"'''''j u_,~_ 3 ft W1de (min.) along East & West Boundaries 5 ft wide (min.) along North Boundary BUIIJ;>llfG COVERAG.,. BUILDING HEIGHT PARKING 20.7', 60\ Max 20"-0", 50 ft Max ~I (fv.t.;o Vu:r~c.) 31 Total No. of Employees .. '.~~ R~,"'J Lt:>o.c;/,iJ; 0::. Additional iequlZieMnt ~1\1S SP r100r.... 400$") · 10 Space. -7Gfci. r-~~II' -. -".. -'.,41'. .. . ~ . Spllc...,~O!~_~~:;4,t(f'-~I~.. ~P) lXist.1n9 City of Cl.&hr&ter Service 4..,...,. WATER SEWER FIRE PROTECTION DUMPSTER Existing City of Clearwater Service Fire Hydrant located as shown Located as shown, visual screening <W~~~W~2~K4 provided. , ."".'.'~".' I.~.~ .. Site Gross Area Frequency/Duration C Exist C Proposed Building paving/Cone Green Retention DRAINAGE COMPUTATIONS 44,145 SF/1.013 AC 25 year /1 hout 0.63 0.80 .., ,\"'&~x 0.95" 8,"--'4 · F.INAL 22,~~x 0.95" 21,zez.. '9,031 x 0.20" 1,806 4~:~:~ x 1.00" 3~:~:~ .~~@rnU\1J7~W (.eO-.63)x3.7L013x36 ~ ~. n .. 2294 CF V . 3000 CF 'APR ,5 1qAA REVISED Add Ret&ntion Req Existing Retention Requir~d capacity Capacity Provided First It" 5294 CF 5300 CF .5-:- 12 x 44,145" 1840 CF_ PLANNING DEPARTM~NI ~';b ~GlC~ c......c:x:.-A."" , ~ , ,-,~~ - ...-,...~ - DENTAL STUDIO . CLEARWATER REVISED FINA.L SITE PLA .,. .,...... . e. Jl [/JetersonJ !inc. PROFESSIONAL ENGINEERING CONSULTANTS CLEARWATER WORK ORDER No.2'87-S fB.4Id/P.I-29 FLORIDA SHEET OF DATE DRAWN /0.-2.-7- 81 CHECKED~ SCALE 1- . 20' ~ Ole(. .- -- ~JI) 4 If/,, ./~ - I r "