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FLS02-04-36 (2)
FLS 02-04-36 1131 Gould St Charles D Sabbides r::- -'" ~i. --; ,--:-l-;"lfl '::;~r".":-' ~ 0.\- L~ ~I ll:..~j\" t ~ 1 I! :: n ',! OCT U ~ 2002 1\ llll III uj ~ . _ ________.-".-.;0 1 , , r li,l~!':'f.C ":l D:_ \'';! OPlli1t~~ r \JC~ I ,c:.[t~2fS!.I~~1Jt\! cR rgl~ Ft.) 0 t~o'i - " WAU.. MOlAlUTCD l' SIb-tv ~ SC>l...,-rH- G-OUL.O $1"; ,If ~ ,0 l'ii. ~ ~ ABBIDES ONSTRUCTION. INC. I II so STATE CERTIFIED GENERAL CONTRACTORS 1131 GOULD sTREeT WOOD SAlVO 13/..-4 $/eD S/G/LJ, U/1tt,L /npllv(tJJ, pit I uTE D 10 ;vIltTC.tf ;3uslttJES5 ~A-I2.I)s, ..$16A.J ?A-Clo+6-e- 51t1'38/0 €S COtU~ ~NC- /13/ &al/(.,/) $T. UP PL, SJENGINIAUTOCAOIATLAS\287A dwg 02113101 01 39 08 PM eadams. el'lgll'L5-n'letge pc3 ,.. ~~r- : ....:: 'L ~ I~~ q- ~ ~ ' :: BI-~: I..:: ~ 1~~-7- !-+-on ." . ~~ - ~ I : ~tl JlIilii ...: J~~H · - '- on - Wi: ~ :_ ~ II ~. · ;: J --;CI - II .11 ~A7"'! ! : : c "' "W .. .. Y. I " ",u.;' .. ~ :r fit' - ,,; ~;;I "..!'-.... ij~.:" ;, I... 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J I,. i 'I: ; II NOV 0 7 2002 \ I lJ , __._"J~ PLANNING & IX .! : '.),'1 '~rJ, svcs CllY'..0r r' , " Dat; ~~..L-~ L~~~ :- RY___n ,---""- .~.-.-..."._._... . '\- ,,~:~ ~ LA DSCItPtE PLANS SCAtE:,' :;:;'Ido" APPROVED BY: DATE:/ }-05-,Of.- DRAWN BY REVISED S /fBa lPes CO/l/SfI<IJGilo/ll :rNt:... DRAWING NUMBER' J 13/ &ou/,D ~ c.t.,(J.., fi. s~1S4 /~FI I I @ copyright Peter Marich Architect GOULD ST. ~Y'SICN6 CLEVELAND AV. a-: d) >- (S \~p I- '<t ~ Q > :t B d) '<t '<t It: z 3 GOULD ST. 6 w ~ ~ d) d) ~ I: BROUNELL S T 112' FROFERTY LINE r -. - -. - -. - -. - -. - -. - -. - -.- -'l . . I Q I , I in I cdO~ . . Q I I I ~ I I C'a · 5'-~' 30'-~' 3"-~' 24'-~' ~'_~' I_~" f ~)' I I \s)' . C~ESTNUT Sf . . I I I . . I I I 132fZ> OQ. FT. I . . I OFFICE AREA Q I . I ~ G'l I @~ o-tt ~ . cI) . I Q ~ I , I ~ t- I ~ . w . I . . I Q . I N I r- . . ~I I~ -! -! t:1 It: (t:. · It: ~I I~ 0 I~ Q lfl , . . <;\l ~I I~ I I . . I 20'-0' I I I . . I I I 3400 5Q. FT. r~ u? . ACCESSORY AREA . I I I I . . I I I I . . ~ I I (\ ;t 5'.0' 10'-0' 40'.0' 5".~' . . I I I . . I ll> I @ O-tt ~~ I I Q I Q . . N I I I I . . I Q L -. - -. - -. - -. - -. - -. - -. _ _. _ _. _ _. _ _. _ _. _ _. _ _. _ _. J I If) COURT ST, ~ ~ ~ ;:: ~ e~ ~ ~ ~ ~ Ita ~ Q~I!! m ~i ~ ~~ ~ ! tl SITE Wx D 11 @ [~_U -If! 11 f. ~Iil APR 2!' 2002 WJ LOCATION PLAN NO SCALE FLOOD ZONE 'x' PLAm( .' DEVl::lC;' r ~VC~ ( OF ClEAR\ ':A v u It} o I- ~ - ~ ~ ~~; L Z~~ OC t~Jt~ ill ~~~~ f- :J:-Ji~ ill~~<[r- {L ~~d~ - - I FL~A l'lE6. · 4142 I ~ i ~ I m s ...... - o ~ I ~ ! :c 112' FROFERTY LINE SITE PLAN 1/8' = II-~' 6f.EET: PROJECT: DATE: 10 0 ~ II I 10 I (INraT) 1 inch. 10 It. ,]0..14' TO EXISTING HYDRANT , AA,SO EXISTING SANITARY SEWER AA ,61' , AA,y6 REMOVE EXISTING CURB AND REPlACE SEE DETAILS AS",1 A S,A2' CONCRETE APRON SEE DETAIL 10' , GOULD ASf~ (30. RjW) , SANITARY SEWER T~ IN AT EXISTING LATERf4L FIELD VARIFY I' SS 10' 20 I 'D SURFACE SEE NOTE 5 rzA' rzi AS. 111.65' AS. S89'0 7'41 "E , ~ .....Vi L:S 24.0' ,. WATER SERVICE WITH BACK flOW PREVENTER AS'O' x FORMED CONCRETE ROOF DRAIN SPILL WA Y AS.1' x 24.0' t AS.1 >< 19.0' TYP :JO' ~CJ r~ I~ o~'f. .. q AS,:/ AS.')' X DRIP LINE .' O~'f. ,,~ o , A AS. X " ft! ~ A 9' >< 'f. .. ~ X ~ <r,}- ~ C'(i. FFE=47.3 t .. (:) Qi Q:i CURB SEE DETAIL .. ~ ~ 't) ..... ~ ,I O~'f. )(A 20' AS'S' x S.S' f~s.i X '" ~~ ~tt ;,~S ~ l' -).' ~: AS.J X X ~ ~ ..... ..... S ~ FFE=47.J 6" PVC ROOF GUTTER COLLECTION PIPE A TTACHED TO WALL ~ ~ if ~ AS.?' ~~ .. <::) ~ ..... , 6 AS' X AS)' X ~ Vi ~ ~ i AS'S' X DRAIN INV 46.5':t ..... ~ ~ ~ ~ .. ~ AS'S' X J'S' DS A6'O' .' O~~ '},,, o DS AS.g' 6" PVC ROOF GUTTER COLLECTION PIPE A TrACHED TO WALL DRIP LINE ~ ~ DRAIN INV 47':t .' b Ab' DS .' O~'f. O~ '],6' X 6' hS, AS.? N89'18'19"W 112.00' BlJILDING WALL IN SOME LOCA TIONS JO- U 24"%:-l 6)(6 tOGA WW" . . .....: 4 TYP SECTION THRU ROOF DRAIN SPILL WM , 6 AA, ^ 46')' A1.)' >< , - 6 At) A6.5' >< I q A~'v AS, A6')' X A /.2' 6" E <.0 R #4 REBAR PAVEMENT .rHANlllCNlPEDWIiI ;' lIE INDO NO. "I ,-' " ""~"~.~ ~. SITE DATA REQUIRED PROPOSED (NIN, OR NAX) o N/A OFFICE AlIowd ZONING DISTRICT: USE: EXISTING o Vocant~ DO""TO l .q- C\I , . , ., , .. .. 1ItAmC 'lilt I1IR (TWICAL) LOT AREA (SO.FT. Ie ACRES) GROSS AREA (MTHIN PROPERTY LINES): 1 ??oo Sf' 2.3 ACRES CASE: FLS 02-04-,J6-11J1 GOULD STREET OWNER: BARBARA HILL APPLICANT: CHARLES D. $ABB/DES LOCATION GJ9 ACRES LOCATED ON THE SOUTH SIDE OF' GOULD STREET APPROXIUA TEL Y 400 FEET EAST OD NORTH GREENWOOD A VENUE A 7lAS PAGE: 287A ZONING: D, DOWNTOWN DISTRICT PROPOSED USE: THE PROPOSED U!iE.gJ.UD.E~ A ~ 4,720 SF, ONE -STORY OFFICE 8U/J.8W~ PLAN ROVED CASE /I Pi. 6t.{.. )( CASE TYPE ORe DATE ~. rG .ut. COB DATE SIGNATURE. .~ DATE Ie. ('r.ut. 6 ")(24" CONCRETE CURB ~ , Ai LI~ 2'-8- 1'-4" "I . .- 2.(~111 12'-0- n" 5'-0. 1T-0" I NOTE: All pavement marking. to be thermoplastIc. . ~ .- r!. SECTION C-C HANDICAPPED STALL DETAI4 ,. PC-J ASPHAL TIC CONCRETE 8- J.JUEROCK BASE COMPACTED TO ~ DENSITY MODIFIED PROCTER SCAJ.E PER AASHTO T-180 J 6- CONCRETE-JOOO PSI UIN. WITH 6")(6- NO, 10 WW1' 12- 12- COMPACTED SUBBASE TO LBR-4O, COMPACT TO ~ UAXIWM DENSITY PER AASHTO-T-180 STAB/J.IZED SUB-GRADE COUPACTED TO 9~ DENSITY LBR-40 TYPICAL PA VEMENT SECTION REINFORCED CONCRETE SECTION A T APRON IN ROvV DRIP UNE DRIP UN[ ~ REQUIRED PROTECTI\'E BAARIER WITHIN THE UNINCORPORATED AREAS OF P1NELLAS COUNTY ~ A BAARl:R 1. TO PRE\€NT ALL ABO'.'E-CROUND PORTIONS OF TREE FRQN WECHANICAL ~. 2. TO PROTECT SOl. NEAR TREE FROM CONP~. 3. ~DE PHVSlCAI. ~D MENTAL AWARENESS OF TREES' PRESENCE TO EQUIPMENT OPERATORS. ~ IT WORKS 1. NO HU.W EQUIPMENT ALLOWED INSIDE BMRlER, ONLY HN<<) LMOR. 2. NO CONSTRUCTION MATERIALS OR TEMPORARY SOIL DEPOSITS ALLOWED INSIDE NtEA. BY OBSERYHC THESE TWO S1tMU PRINCIPALS, A TREE'S CHANCE FOR SUlMVAL IS GREATLY ENHANCED. SPECflCATIONS - WOOD 8MRlER 1. MINIMUM RADIUS TO BE PROTECTED: A. HMDWOODS - 2/3 or DRPUNE OR e', WHICHE'vU IS GREATER. B. PINES - DRIPUNE OR e', WHICHE'vU IS GREATER 2. MINIMUM 3' HEIGHT 3. METHOD OF ERECTION (SEE DIAGIWI) FOUR CORNER UPRIGHTS OF NO LESS THAN 2-112- LUMBER WITH HORIZONTAL MEMBERS OF NO LESS THM 1-112- LUMBER. OR: UPRIGHTS SP,tiCEO AT 4' - " INTERVALS OF NO LESS THM 2-112- LUMBER WITH HORIZONTAL RlBIIOHfilG AT THE TOP /IHJ 12- BELOW THE TOP. 4. BMRIERS TO BE ERECTED AROUND REMAlNINC TREES BEFORE COHSrRUCTION OR NEARBY TREES ME REMO\€D. ,. BMRIERS TO REMAIN IN FUCE UNTIL ALL PA\1NC, CONS1'RUCTION ~D HEAW EQUIPMENT IS OUT OF AREA YN 2-112- 2/3 DRIP UNE HARDWOODS 2/3 OF TREE DRIP UNE FOR HMDWOOOS I f'W. DRPUNE FOR PINES I - - PINE NO TES: " PA YUENT OF APPROXlUA TEL Y '7, 100 INTO THE TOWN LAKE IS UADE PRIOR TO THE ISSUANCE OF' A DEVCJ.OPMENT ORDER. 2.A 10' RIGHT-OF-WAY, S!DEWAJ.K AND DRAINAGE/lJTIlITY EASEUENT ALONG GOULD STREET BE GRANTED PRIOR TO ISSUANCE OF A CERTIFICA TE OF' OCCUPANCY. 3.NO OUTf)()()R STORAGE OF' ANY MA 7CRIAJ.S AND EQUIPMENT IS PERMITTED ON SITE. 4.SOJ./D WASTE TO BE HANDLED BY ROLJ.OUT CONTAINER. 5.RAJlPS SHAJ.J. HAVE A TACTIJ.E SURFACE. TEXTURED TO A DEPTH NOT EXCEEDING 1/8- BY USE OF' TAUP OR ROI.LER IN CONFORUANCE WITH REQUIREIIEN7S OF ;DOT ROADWA Y AND TRAffIC DESIGN STANDARDS, DETAIL X)4 OR MOST RECENT IIODIFICA TIONS. LEGEND I 6 A6' EXISTING EJ.EVA TJON CLEVELAND A V. x .P + . o~~ 6 o TREE AND TYPE ::.: ~ I ~ ~ CI\ ~ ~ ~ I F'LOWJ.INC PRo.ECT SITE PROPOSED ELEVA TION ::.: ~ a ~ GOULD ST. ~ . o~'" ~6 TREE TO BE REMOVED BROWNELL ST. COURT ST. CITY Of' C/.EARWATER rL LOCATION MAP o SlJ. T SCREEN --a DS- 16.8048 SF 11,848 Sf' .388 ACRES .388 ACRES LOT WDTH: 111.65 FT LOT DEPTH: 150.9 n DENSITY (BASED ON NET ACRES): HIA BUILDING CO~RAGE (sa. FT. Ie . OF GROSS SITE): SF GROSS FLOOR AREA AND F.A.R.: SF SETBACKS (ALSO INClUDE DINENSlONS ON SITE PLAN DRAMNG) FRONT: Open SlOE: Open REAR: Open BET~EN STRUCTURES: N/A WATERFRONT SIDE: H/A REAR: H/A HEIGHT: N/A MTH BONUS PRO\1S1ONS (IF APPLICABLE): N/A PA~D ~HICULAR AREAS (sa. FT. ct X Of' SITE) SF OPEN SPACE TOTAl FOR THE LOT (50, FT. Ie X Of' SITE): H/A FOR THE FRONT YARD ( SQ. FT. ct X Of' REQUIRED FRONT YARD): N/A CLEAR SPACE (WATERFRONT PROPERTY): NIA EXTERIOR PERINETER BUFFERS: N I A PARKING LOT INTERIOR LANDSCAPE (SQ. FT. Ie . Of' PA\m ~HICULAR AREAS: ALSO. DEPICT ON SITE PLAN H/A DRAMNG BY SHADING/CROSS HATCHING): PARKING (OI~ APPLICABLE FORNULA): H/A 111.65 FT 150.9 n NIA 28X 4,720 SF 2ft 4.720 SF 100 n 100 n X X 30X .3 29 FT 5FT 25 FT 10 FT 10 FT 5FT H/A H/A H/A NIA 19 n N/A 28X 4.715 SF 44X 7,413 SF 17.2X 2.900 SF NIA 5'/10' H/A H/A 25 FT(NAX) N/A H/A 30X N/A 5'/10' x SF not I... than ex 9 1-3 per 1.000 GfA SlTC IS IN ;LOOD ZONe X !~ .S; So .2.2 8- "'NI- 4' Mln Re.ldentlal Street 1 1/4- per Foot Back of Curb 3000 p.1 Cone 4- Thick. Constr. 8- Thick at Drlwwayl with 8x6 110 Welded Vttre Neah. See Noto 7. I 3' J HOTES: 1, Provide Tooled Joint. At Dlatance. Natchlng The Mdth. A1'0 Place Expanalon Joint. At Drlytwaya. 2. If Some Ph~cal Ob.tructlon Exl.t. YI1Ich Prevents The P1ocln9 Of SIdewalk. Aa Shown, Contact Th. Engineering DM.on For A1t.-not. Location. 3. Wooden And Other SpOC<<'I \WI Not S. Permitted In Sldewalkl Or Drlytwayl. 4. No Coatlnga Of My Kind .1 Be Permitted On Concrete Sidewalk. Or Drlvewayl Vttthout Specific Approval Of The CIty Engineer. 5. All Concrete ShaH S. 3000 p.1 NIn. . 28 Dayl. 6. Concrete SUrface to b. Light Broom Finllh. 7. Concrete Drlytway Con.tructlon Ihall be 6- thick w 8x6/10x10 W.W.F.. 8. Romps Sholl Hayt a Tactile SUrfac., Textured to a Depth Not Exceeding 1/8- by u.e of Tamp or roller In Conformance with Requirement. of FOOT Roadway ond Traffic De.19ft Standard.. Detoll J04 Or Moat Recent Nodlflcatlon.. SIDE~LK DETAJJ.S STAKE (2- X 2.UIN.) SIL T SCREEN (12 UIl) . _'___"_'H. ,-:'~ ;:::' -' : .-'.'!\VTn::~r 1 ;.~- --... ... ....., _...:~::J rIll ;, " ,Ill . .. ,__: OCT 1 4 2002 \l~)~ ,r. ~ , llr\<., ~ j -+ 'J'.,) 1 ~-IIAx. I J'O. . -"',' , , GRADE LINE FIr rJ ~" , '(5 " Z""Q'f J b COMPACTED BACKFIJ.J. ~T SCR~~N~ROSION CON1RQJ.. DETAIL 8 - 7 6 5 - -I - :J - 2 - 1 - SABBIDES 9a.fk ~Uzu~ 400 DOUGLAS A't'ENUE.. ~ITE C DUNEDIN, FLORIDA -'4088 PH, (727) 785-8844 FAX (727) 7345-2953 DATE: 07/17/02 SHEET PROJECT No. 02025 ITLE: ROOF GUTTERING DOWN SPOUT SI TE PLAN @ copyright Peter Marich Architect ~YISIONS ~ ~ l' Vb ~ ~ U ,~ ~ \!) :5: .......... ~ ~ " i:: ~~ e!D n3l ~ Q ~ l':! IQ ~i ~ ~~ ~ ! tl "t ASPJ.lAL T Sl-IINGLE J.lIGJ.I ROOF BEARING ASPJ.IAL T Sl-IINGLE ... ~ r- LOW ROOF BEARING Q I ~ STRUCK BLOCK PAINTED Q , Q STFaJCK BLOCK PAINTED FINISl-I FLOOR UE6T ELEVATION 1/81 = II_~I 6OUTI-I ELEVATION 1/81 = 11-~1 .. ASPJ.lAL T Sl-IINGLE ASPJ.lAL T Sl-IINGLE I o ~ - .-- OC m <[ ~ L .- t-~~~ OC 0 Z ~N ill ~g~~ f-:r~~;! ill~;;;~f! (L ~~d~ ~iA D c::J SPLIT FACE BLOCK (PAINTED) SPLIT FACE BLOCK (PAINTED) SPLIT FACE BLOCK (PAINTED) ANOD. Al.UM. F~ME AND MUl.l.ION KAllNEER IFe~ OR EQUAL 1141 POl.. Fl.ATE Gl.ASS ~ EAST aEVATION 1/81 = II-~' NORTl-IlFRONT) ELEVATION 1/81 = 11-~1 - -- FAINT COLORS - 'S~E~IN WILLIAMS' r~~r~-.~~;;~~:=:'~l ~~~~~~~A~~Y~~tUcco, COCOA S~ELL 'SW24t~Ii';~~'~'::::.:.~lf::S1 I R.~DAREG. '4142 I ROoF 6~IN~LE6, CERT AINTEED 4fZ>YR., COLOR RE6AW 6~~:'i (~_..:.:.:.':..:-.c..~L-... ~ i 5 I ~ ~ NOTE: NO OUTDOO~ 5TORAGE OD ANY MATE~IAL5 EQUIFt1ENT TO BE PEF?J'1ITTED ON THE SITE s ...... s ...... ... ... Sl-IEET: J 1 ~ ~ ~ PROJECT: DATE: