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FLD2004-12088 (3) FLD2004-12088 655 S GULFVIEW BLVD CLEARWATER GRANDE HOTEL -' 'i J GUIJ'fJ7QlT.Q~ ~ GO~~l\lOF r/fl;r~ A\!'.~~\ ~",..ru"",;~7~ A" ~I' ## 'Iv> ~"~ ,I I ~..",.... ~~,~,,\ 1/ ii,' ':.~ ~ ~ ~~ '_' _, ,c '<>::(11\ ""--~ =- < ",.....~ "''!.dl-:. =- ~~ '''If':~~ ~q ':..?.N.~- I,I~ \~ -":~lfl"m"'~~'" .....#...~ I'f TE~, ff-. 'i~I.lJTI'- CITY OF CLEARWATER' , PLANNING DEPARTMENT POST OFFICE Box 4748, CLEARWATER, FLORIDA 33758-4748 MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTIE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562.4567 FAX (727) 562-4576 LONG RANGE PLANNING DEVELOPMENT REviEW March 25, 2005 Mr, Housh Ghovaee Northside Engineering Services, Inc. 601 Cleveland Street, SUIte 930 Clearwater, FL 33755 RE: Development Order - Case FLD2004-12088 645-655 South Gulfview Boulevard Dear Mr. Ghovaee: ThIS letter constitutes a Development Order pursuant to Section 4-206.D.6 of the Community Development Code. On March 22,2005, the Community Development Board reviewed your requests for (1) TemllnatIOn of Status of a Nonconformity for density (retain existing 91 overnight accommodation rooms/umts); and (2) Flexible Development approval to permit a 91-room/umt overnIght accommodation use with an accessory restaurant with a reduction to the front (north) setback from 15 feet to one-foot (to dumpster staging area), a reduction to the rear (south) setback from 20 feet to zero feet (to pool deck) and to increase the bUIlding height from 35 feet to 100 feet (to roof deck), as a Comprehensive Infill Redevelopment ProJect, under the provIsions of SectIOn 2-803.C. The Commumty Development Board (CDB) APPROVED the applications with the followmg bases and condItions: Bases for Approval: 1. The proposal comphes with the FleXIble Development cntena as a Comprehensive Infill Redevelopment Project per Section 2-803.C; 2. The proposal is in compliance with other standards in the Code including the General Apphcability Cnteria per Section 3-913; 3. The proposal complies with Beach by Design; and 4. The development is compatlble with the surrounding area and will enhance other redevelopment efforts. Conditlons of Approval: 1. That the use of this property be for overnIght accommodations, meetmg the defimtIOn of the Community Development Code, with owner and guest stays not to exceed 30 days, where occupancy of rooms/umts anse from a rental agreement, other agreement or the payment of consIderatIOn. At the request of the City Manager or deSIgnee, the records of the business shall be made aVailable for exammatIOn to determine whether the length of stay comphes with these provIsions. FaIlure to provIde such records upon request shall be grounds for imposItIOn of appropriate fines, revocatIOn of the occupatIOnal hcense and/or any other enforcement afforded by law or by City regulations. A lIcense must be obtained and mamtamed from the Florida Department of Busmess and ProfessIOnal RegulatIOn, DIVISIon of Hotels and Restaurants. A regIstration lobby operated 24 hours a day, seven BRIAN J AUNGST, MAYOR-COMMISSIONER HoY!' HAMI1.10N, VICE MAYOR-COMMISSIONER WHITNEY GRAY, CO~1~11SSI0NER FRMK HIBBARD, COMMISSIONER * BlI.! JONSON, COM~IISSIONFR "EQUAl, EMPLOYMENT AND AFFIRMATIVE AClION EMPlOYER" a ;. \ J March 25, 2005 Ghovaee - Page Two days a week, shall be maintamed. This development shall not be deemed attached dwellings with mdividual dwelling units, nor shall rooms/umts qualIfy for homestead exemptIOn or home or business occupatIonal licenses; 2. That the final desIgn and color of the buildmg be consIstent wIth the conceptual elevatIons submItted to, or as modIfied by, the CDB; 3. That all proposed utilItIes (from the nght-of-way to the proposed buildmg) be placed underground. CondUIts for the future undergroundmg of existmg utIlities within the abuttmg right-of-way shall be installed along the entIre sIte's street frontages pnor to the issuance of a CertIficate of Occupancy. The applIcant's representatIve shall coordmate the SIze and number of conduits with all affected utIlity provIders (electric, phone, cable, etc.), with the exact locatIOn, SIze and number of condUIts to be approved by the applicant's engineer and the City's Engmeenng Department pnor to the commencement of work; 4. That any future freestanding SIgn be a monument-style SIgn and be designed to match the extenor matenals and color of the buildmg. The maXImum height shall be four feet, unless approved at six feet hIgh through a ComprehensIve SIgn Program; 5. That sea-turtle frIendly light fixtures be employed wIth the site desIgn, with compliance demonstrated on plans acceptable to the EnvIronmental DIvision, prior to the issuance of building permits; 6. That, pnor to the Issuance of any permIts, the landscape plan be amended to meet the requirements of the Planmng Department; 7. That, prior to the issuance of any permits, a Umty of Title be recorded in the public records; 8. That all applIcable requirements of Chapter 39 of the Building Code be met related to seawall setbacks; 9. That all Fire Department reqUIrements be met prior to the issuance of any permIts; 10. That, prior to the issuance of the Certificate of Occupancy, traffic impact fees be assessed and paId; 11. That all Parks and Recreation fees be paid prior to the issuance of any permits. Pursuant to Section 4-407, an applIcation for a building permit shall be made withm one year of FlexIble Development approval (March 22, 2006). All required certificates of occupancy shall be obtained withm one year of the date of Issuance of the buildmg permit. TIme frames do not change with successive owners. The Community Development Coordinator may grant an extenSIOn of time for a penod not to exceed one year and only withm the original penod of validity. The Community Development Board may approve one additional extension of time after the commumty development coordmator's extenSIOn to ImtIate a building permIt application. The Issuance of this Development Order does not relIeve you of the necessity to obtam any bUIldmg 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 applymg for any permIts or licenses that reqUIre thIS prior development approval. Additionally, an appeal of a Level Two approval (FleXIble Development) may be mitiated pursuant to Section 4-502.B by the applicant or by any person granted party status withm 14 days of the date of the CDB meeting. The filing of an application/notice of appeal shall stay the effect of the deciSIOn pendmg the final determmation of the case. The appeal period for your case expIres on April 5, 2005 (14 days from the date of the CDB meetmg). .- '1 J March 25,2005 Ghovaee - Page Three If you have any questions, please do not hesItate to call Wayne M. Wells, Planner III, at 727-562-4504, You can access zoning information for parcels wIthm the CIty through our websIte: www.myc1earwater.com/gov/depts/plannmg. *Make Us Your Favonte! CynthIa H. Tarapam, AICP Planning Director I' S IPlanmng DepartmentlC D BIFLEX (FLD)\/nactlve or FinIshed AppllcatlOnslGulfview S 0645 - 0655 Clearwater Grande Hotel (7)- ApprovedlGulfvlew S 655 Development Order doc ."e\,el\" ~!J \eeS -.- :.- I !..'~ , I .!:..-=.-. -I'r=~ . ARCHITECfS, ARCHITECTURE, INTERIOR DESIGN, ClIENT SERVICES AAC001629 Jeff R.. Mendenhall, AlA VICE PRESIDENT emall: Jmendenhall@collman-karsky.com 4301 Anchor Plaza PkWy, Suite 100 Tampa, FL 33634-7525 Voice: 813.884.2000 Fax: 813.884,0700 website: www.collman-karsky.com - - ---- ---- ---- ---- - ---- ~ ---- - ------ - ~ ------ ------ - - ------ ~ ------ - ----- - - ~ - ----, - - - ~----- - -, t-C\\_ ~~,,- I ~.;.~____ __ -- , ~ ~- ! f tl""""",...., ~l & '0 " o >>~~~__~=:______ ----- - (Q) - ~ - - ~ - - ~ - - .. .. .;'~~:;;;;~.:f: D 5 --- ----- 4..... a: . *~.. "'><:;;;;=~:=~;;,7",."."."""'" "".,"," 0 U T/ / -- -- -- ~DN iIf~~!1I& -- ~~~:~-_::__--' -u_ u_ _ Tf ...... =---= --......;;;... ....;;-___ _u - u___ liP'" "",' '", ..........~~-:~i:;;;; "'.~_l<<< ~ &;;::. ~ I & ,~ __~~~~==~_ __ ,,- =K ,'.'"""""",j ~ ~~i.~ ------__ x,_-.::_='= -~=-'-- ,',', '...J--rr--~---\ /r--~- l~. ~~o,~ r------ ......" 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TAWA, FL. 33634 · VOICE: (813)884.2000. fAX: (813)884.0700 email: architect@collmm-karsky.com. website: www.collmm-karsky.com AA C001629 BY SION ' DATE - ~u__ u_ __ BY NO. -DATE REVISION PROJECT NUMBER. 05035 DATE. 04.27.2005 CONSUL T ANT NOT FOR CONSTRUCTION A200 LEVEL PARKING AREAS AlC AREAS BALCONY AREA G 3g,754 SF N/A N/A 21,7% SF 14,58g SF 3, %8 SF 2 N/A 24,042 SF g30 SF 3 N/A 18,OBf> SF 87b SF 4 N/A 17,574 SF 1,024 SF 5 N/A 17,574 SF 1,172 SF b N/A 17,574 SF 1,172 SF 7 N/A 17,574 SF 1,172 SF 8 N/A 15,502 SF 800 SF g N/A 15,502 SF 800 SF 10 N/A 15,502 SF 800 SF TOTALS bl,4g0 SF 173,515 SF 12,715 SF .... 0 " ~ '" "" a 0 \ N en * TRASI-I 0 STOR. a --~-- I a en 0 @ @ o o I a en (j) a I a en CD a I a en o 0) (3) ~ o * o -~ o o. * o *. 01 I I I ~-"':;~~,I .i' ~ I I o * ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ""-.... ........ ([) ....,->~~~~f=-~~",.,..,.. --------=~~~=- ~--------~-=:~~ ---- ------- ------------------------ -~-------- --~~ ------- -------.... ~t i# ilt:a: .~ ~DN Up ... - --~~- ~.. ..f~a- . :~~~ -I I 7 j -- / I LOADING DOCK ~t ~ '_" "'h- - ~ lJ..i / : ,_ -.u _ _ _ _ _ _ - ,_ ~--~=j , _ _ ~ p; ra=~ ~,- -' "------- .~-------~~ ~ T~~- ~q 1----- ,____~=-~_=_ I ..I 55 SPACES PARKING s .--=--==~.::~-~....~~==-- ~ STOR. :::>-c' I, ~--=--:--~~-~.. " 1~ ,J I ~. I~) ~ ENDING STOR, I ~ o 231-b" 28'-4" 28'-41' 28'-4" 28'-4" ........................ @ CD ........ ""-.... ........ ........ ............ ........ ........ ........ ........ ........ ........ "" "" ~ ~ "'" " "" "" "" @) @ @) ~ GROUND FLOOR PLAN SCALE: I/lb" = 1'-0" o o I o I o o o o 00 GENERAL NOTES o o KEYNOTES TOTAL GROSS AREA 3g,754 SF CLIENT CLEARW A TER GRANDE, LLC GROUND FLOOR PLAN BEACH RESORT CLEARW A TER GRANDE 855 S. GULFYIEW BL YD. CLEARW A TER, FL PRINCIPAL NAME J~L LICENSE NUMBER COLLIVIAN&-KARSKV ARCHITECTS 4301 ANCI-lOR PLAZA PKWY. SUITE 100 · TAM'A, Fl. 33634. VOICE: (813)884.2000 · FAX: (813)884.0700 email: architect@collmCJl-karsky,com. website: www.collmCJl-karsky.com AA C001629 NO'-D~~ -- REVISION BY NO. -OATE-- REVISION PROJECT NUMBER. 05035 ",.. '-_..~~==--~~~=-~ DATE. 04.27.2005 CONSULT ANT NOT FOR CONSTRUCTION NOTES A300 @ a I N l11 @ a I a l11 CD a I a l11 (]) a I a l11 CD a I a l11 o ........ ........ ........ ........ ........ ........ ........ ........ 0) (3) CD ~- '~- -,\ \~ l~ " ..-/ .............. -~---- "<'~:::=:......."~,,.......---- ""--.-~ '............. ~"".__ "~-~_............. -'-..c::.."':::::::::::c::~~_-....."....... .............":---...."-................._ -,,:.:::::c:>~~.._............... --- ...............~..............-.....~~.-..:::::.~.::~=~" -~-- ............._........-.,,-~ ~...............__-....._".- ~.........:::---..." ------------------ Up... '." '", ", ~:::::-::::: -- --~~-- m t.fl ~ ~,~ STOR cl '~~f.\ I STOR ELECT, J.g 0 ~ ~ L (,)c ~ f\ r:=:1 . m ---. I I . ~--, r-~ . -." . FIRE COMMAND~ ~ J ROOM N Il/ ~ -- --f'1 /l ~-~~ ~ f.- -- IT'" _ J I~I C LJ UNIT 1004 SF - n J ""'- UNIT 10f>0 SF . 'r' ~I ,-. ~ " , k--. nll ('n~'rt I/\! ~"'~ /I j rsi L" \\'* '. ~ -- --- ........ ........ ........ :........ 231-6" 1~ ([) ........................ ........ ~ ........ ........ ~ ........ ........ ........ " " " " " "'" " 1 @ 251-411 l-. lRJ EMERG, GENERATOR __ ___...____ u ____ I I Cl I I = - -~ \J L~ \: I UNIT 10f>7 SF -- ~I Jl\ ~x~ l~) ~ " 1 CD 251-4" ~ """ " " " " //~ l!::::::-- ~ ---- --- ----- -....:::::::::-- _ 0 ----- - :::::"':--EOUN~- ____ ___ 0 -.....:-- -- -- -.....:-- --- -- 0 -.....:-- - ....::::::-- - - -.....: -- -------::::.::: -- 0 ::l ----- --::::.::: -- -.....: -- -::::::::: -- --~ ::::::--.......~-- I" I, I I I 1 I . ~:7EJ I I 1l1~1 -<~V[J .... L-------- - -"'''--- --~ ---,......., --~- 7J ~" ~ === ~- I" -- L J. / rll\ r ~/x/. '" =q tM 32 SPACES PARKING ~u__l ~,___.L.~"_L": ',,/ // .'./" //.',.' / . / " ~ I " ELEV / ~1/" , ~ MAID / 1.1 1/, h ELEV .." 1.1 LOBBY It~M ~CT 1"1' --1It..~ ~ ~ t..~ Ie 1"j-" III'",,,,,:, D ",...,:,1I I = ~ ~D I) D~ r~-]j-----~.6\~". /" /:- - " \ ['-:J LOUNGE.... __y~~//> L__~~ -- 7 v ::Ill I \_J v':).-..('" <7-"/ v (~'j~ J.",)) u~ .?~ V( f (:y. <;) - 1AJ 1AJ /<J A r1~ TOI Tst ('>,-.<::.~ ((, )) ,:y---<..:.- BAR o C) o (~I -'- . . PATIO -- '-I-- ~ -, --' o {o tTOWELS . '(~)V r :;>--':.:;0 ?,-p y ) (y~~) ~?>._,-Z~ (~J ONDN\1 I~ 1 @ 251-4" 51-4" I~ '1 '" 1 CD ~ ~~l. :I~?OR PLAN -<-<: .~l ENTRY . ~ UNIT I Of> 7 SF -- - ! ~---- -+---- - -- - - t-- --, -- - ,~," le-" _ .. -. J. -" '-""- -, "-------.. ,.'. '."...,'."..'... ' ,..<.~=.;=::;~=;.,'.., .'u_. -----.. ---~-------- ~--..........-.......... -'~--..::::- ~ ..--..........--....................___:- "'- "_ _............_____~.~~~~""::;.==u=" ~.._,- ~, --..........-----... ------- I I ~ '", LJ T . u ,_ _'_ _ _ '_ _,__ 251-4" ~ " '1 @) ji, FIRE PUMP t DOMESTIC WATER PUMP ROOM UNIT I~O SF ---, . 3 GENERAL NOTES o o KEYNOTES . EXIT I -,-- 20 ,.l._~, .., J STORAGE L! f\~ 1::::::>-<:'::::'1 "7 \J 'f-- - -+-, ,,-- ->- ...->- ~ ~~ 25'-4" I, 1 @ I PARKING AREA 21,736 SF Ale AREA 14,55Cl SF UNIT 1004 SF 1_ JY1 ~ ELEV, . MACI-lINE LOBBY ROOM fU - - [ 0 = J/-H 1 b" rllllV f.--ir ~ CLIENT CLEARWATER GRANDE, LLC FIRST FLOOR PLAN BEACH RESORT CLEARW A TER GRANDE 866 S. GULF VIEW BLVD. CLEARW A TER, FL PRINCIPAL NAME J=.=L LICENSE NUMBER 231-6" COLLIVIAN&KARSKV II 1 Q) ARCHITECTS 4301 ANa10R PLAZA PKWY. SUITE 100 · T AWPA. FL. 33634 · VOICE: (813)884.2000 · FAX: (813)884.0700 emai\: architect@collmm-karsky.com. website: www.collmm-karsky.com AA C001629 NO. BY DATE REVISION PROJECT NUMBER. BY ---------- DATE REVISION NO. 05035 DATE. 04.27.2005 CONSUL T ANT NOT FOR CONSTRUCTION NOTES A301 ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ............ ....... ..... @ a I N ro 0) a I a ro CD a I ~ (]) a I a ro o a I a ro 8) 0) (3) CD j', ,', - c- -------- ----::::~~-::::-~..:::---- -----:::::::~~:---- ---~~ -----"".:-::::---...... --~-~<~=.~~~~ - ---------------__=~--------- r~------- ------~- --------~ ----~ ------- ------- -- -------~ --------- ~- ----- -------- ------~-= - ~- --- 'r ---- 1- '--'- ~ _ -- -- _ _ _ _ _ _ _ _ _ _ _ _ _1_ - - - - - - - - - -- - n - - - ~ I I I I I I I I I I I I I I I I 1:111 *:I~ ---- __un ~~/-=-~ 1\ ~___ r-... ~ --== t==== I ~ I rtl/<., " -~--~ 1I SAFE I II fEP~ ~B ~:eNT C~E 1~NI 7--3= I-JOUSE /llr\B8H Il~iLJ K-EIN ~~ MANAGER ~ C k- ----~ ,---- L. L.. ;-- -- - un - II 'I -- - - un - ~ \1...,'\ 'V,j , r- ~ ST~ ~~ LJ \\': ('},):: (f) : . :z::'" I /0;' / .J L, ~ I ::1 13'/ '~ L_jJ I <<.J 1 /~ \ V I =~n~ "7 · wpy I ~~T ~--- I . L-M~~N~ QUO ~ ~ :7 0 /~J 00 LOBBY C ,,' ~ OXllXm r-10 ~~ V? [ij I Ct-- ~ : W1 GIFT SI-JOP ~ERVICF ~ ~~y I' '> / I" / J.I ; J 1/,. V' h ~ MAID , (,~,1 ~",,~ ' \ .J (, PLOY S !~G - ( ,'\/ \-j fA f~ \~~ \\p JI-- ~ I I [j IIU I ~ I JII-Ij1 UILlllJll1 Ulr-ll I LlkQJ ~ [,<3 [, j ~:,; r,:~,) ~,~~T,z;iN,f,,:'~ f,','1,. ['} [2 ~ \'/) (.) <(VI f'') ~J~G<;8CfI1;,,) ('<> (I (,.~ ~ C.j <.'.) \;,) t ,) <>J.,) c,.) (, ,) t {) ('J.) (,.) /--- ~ I I I-- 10 - I trl' ~ \' I' r---- I lllvl filii I I IIII I I I . /-----. = . I :011 ~ -ITJ--l ~ jn ~~ STOR ]L/ DWIXO C -~~\JW==U UNIFORM ISSUE WORK SI-JOP l_~_1 ~OR r: C) C) ,~~Q'[Q JANITOR ,,=. . I C) C) 1"'1"'1'" ,L.:.J _~ Li f"\](Y\ ~:ll L r------- /l ~ ~ :J GAME ROOM I ELEV L ' LOBBYr t--- LAUNDRY- r= I-h ~ c I I , , , 1\/1J.1 I I~l/ '~~ un j ~CT r-I :=-c: ~L~ - ~ UNIT 1004 SF C tr L' - t"}fFF'F"1I 0 .,'^~ lLl_l--1J D . ~ IJI n : \~ on, - ,n;! :/111,~,J: .. !, I \ /~ 1(1,' , I \ 1I~' I \ \, I \ \ \ ~ : 1\ I)>:' I ! ~ I / ' :! \: OPEN TO BELOW 1/ \ I ~,---,-"-~ UNIT I Of, 7 SF r'" Il.L1.J(,~ ~D C 7 -- o~ '-"- UNIT lOW SF UNIT I Of, 7 SF t-- ,- r-< ;::; ',- -"\ ,r- . ...-..... T=Ff- L - -tlt III I III 1- I ...-- -- -- r- n 1-->-, .... 'J~IT IN I--t- f-- Ml r IN HA ( III ., ,-+- II .. I~ D />J . I D 23'-f," " " , F \'~h7',., \1"16-1 ''>'/ / II' Irnn nili, \ \'01 ""{VJ.~IIIIII 11,\\\').0"'''" .J. LIJ .L _ _ _ 1..I.l,l..U- 28'-4" 28'-4" 28'-4" 28'-4" 28'-4" 23'-f," o ..................... @ (0 ....... ............ ....... ....... ............ "'- ....... ....... "'- "'- ....... "'- ....... "'" "" "'" "'- " "'- " ~ ;~;S,~~,,_~LOOR PLAN @ @ @ Q) GENERAL NOTES o KEYNOTES o ELEV, MACI-JINE ROOM AlC AREA 24,042 SF CLIENT CLEARW A TER GRANDE, LLC SECOND FLOOR PLAN BEACH RESORT CLEARW A TER GRANDE 855 S. GULFVIEW BLVD. CLEARW A TER, FL PRINCIPAL NAME J=:L LICENSE NUMBER COLLI\IIAN&KARSKV ARCHITECTS 4301 ANC~OR PLAZA PKWY. SUTE 100 · TAtvPA. FL. 33634 · VOICE: (813)884.2000 · FAX: (813)884.0700 email: architect@collmCJ1-karsky.com. website: www.collmCJ1-karsky.com AA C001629 NO. BY DATE PROJECT NUMBER. BY NO.HDATE- REVISION REVISION 05035 DATE. 04.27.2005 CONSUL T ANT NOT FOR CONSTRUCTION NOTES A302 - ----- -1- ".,',.""", "- ". ._-<<~r,.. ..'.'.,""',.".",. ~"J (,,,c-----.,, "'-----~"'___,,"'____~~ --"__~"'___""~z~~~~:~~_____ -------~ ------=:::::::..:::~------------------------- --.....-.. ~--",___ _____,~" -~~c~~~~--~ "'---,,- ~------~ ~ -----,-,,-- ,.,"',.".,..""", ~~-_.-=\~ "'., , ".. 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EQUIP, YARD t;~ M~ q'JL~ ~ ~. ? I~Jl'/O --1 ~ \ !e non j - l ,\~U;== /~ U , l~ [3 ~~ IJ ~'~ ~~{~ . FITNESS "..// W - //", VEND~ W / ~ LOBBY ~ = ><M~ LY = k! ...LECT 11 ~ II :::>-= ":J \J --.. ~-- - ~7 UNIT 1004 SF ~ 1= [ 0 P-"- UNIT 1240 SF \\ / \1 /\ / \ / \'\ j UNIT 1240 SF UNIT 10" 7 SF UNIT I~O SF -- It II .----. I I I t"\, ~N 'HI t",AIC '/rll I 1_' ill ...... ~, "~ L? " · .A ~ - -I-- -- -f- I I I I FFI J I In. 11'1 io-ll 25'-41 251-4" 25'-4" 23'-"" @) @ CD ~ TI-lIRD FLOOR PLAN SCALE: 1/1,,11 = 11-0" GENERAL NOTES o KEYNOTES o AlC AREA 15,05" SF CLIENT CLEARWATER GRANDE, LLC THIRD FLOOR PLAN BEACH RESORT CLEARW A TER GRANDE 866 S. GULFYIEW BL YD. CLEARW A TER, FL PRINCIP AL NAME J=L LICENSE NUMBER COLLIVIAN&KARSKV ARCHITECTS 4301 ANa-lOR PLAZA PKWY. SUITE 100 · T AWf> A. FL. 33634 · VOICE: (813)884.2000 · FAX: (813)884.0700 email: architect@collmCl1-karsky.com. website: www.collmCl1-karsky.com AA C001629 NO. BY DATI! PROJECT NUMBER. NO. - D:~ _u - REVISION REVISION 05035 DATE. 04.27.2005 CONSULT ANT NOT FOR CONSTRUCTION NOTES A303 GENERAL NOTES -----.. '~ t,_, ------~-::- ~ ~ ---...... ~ '-- ~~~-~ - - ~------- -------. -~ -=-----~ "",.,.,.,."""" "." ">-;;~;;f --~-'~~-- '-~---,--- ' - -~-'~----~-.L ---'---T~>~~~ -----~- -~-------L .-~~ ---- --, -- ---~~ ----- ..............~,------ ---..........---~~~--- ---:::----....~...........------......----......- ~:::~---,'c:::~,-...............~ ~~--,.--.l~ ~=-.....~~ ~ ---------.. ---------- --------------- ~ ---------- ----- --- -:::----.... -.--- ---------.. ~ ~'--~----- . --- -----------,-, ' ~ ------------/';./ ~-- - ...........- -rc~~~ J ~- ~ -~-~--_..._-----~--~-=~~~~~----------- ~~ -- - -:::...".~ ._~ ~~~-~--....._~._-~~,:::-..._=--, -' ~~:1 ~-:: ---------- -- - ---------------------- -------------- -...........~ .----~~ ---------- KEYNOTES o o @ a I N rn @ o I o rn o ~'A '. II ,AI rhll-JI .. 11 Inld't ~IIP^ Ir')l.'YI- - - - [ - o I o rn UNIT lOBO SF UNIT lOBO SF UNIT lOBO SF UNIT lOBO SF (]) II ~x ' / U m . ~ ~ -'x VEND~ rr::1l~ ~ 1/" ~ ~ dl~ AlC AREA f-- --- f-- ,,/ umy ~ f---. -- 17,574 SF I--- -- _ I--n- f--- -- -..- LJ .- V" tv 1-.- -.. -, 1--..'. MAID -- 0 C ~ I ~L~ ~CT 0 III = rn ::>-<: II II :>-<: C "':7 ~ -"'- LJ / ~J ~:7 \j CD UNIT UNIT IT'; 1004 SF 1004 SF ~ c- _ J - 1\ I.~ -- UNIT \ UNIT UNIT UNIT [C- o- IQf,O SF IO~ 7 SF UNIT UNIT IO~7 SF IQf,O SF {2 ""- 1240 SF 1240 SF 0 I 0 rn -:;:~ ,,?/ ,. -I- W.- ~ (3) j I 114 .--... -- -- r-..... III IA III I I I I I III II-' IT I"'lJ IN lit 'J IN HA IT ., 0 . , II eD ,. """' ..... . - ~, ..!- ~ .A I CD on J~ II I I l-l I I I I Ir ~I 111'1 .... CLIENT CLEARWATER GRANDE, LLC FOURTH FLOOR PLAN ..... NOT FOR CONSTRUCTION BEACH RESORT CLEARW A TER GRANDE 866 S. GULFYIEW BL YD. CLEARW A TER, FL ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ "'-..... ........ J~ PRINCIPAL NAME LICENSE NUMBER 231_~1I COLLIVIAN&KARSKV 231-,,11 2BI-411 2BI-411 2B'-411 2BI-411 2B'-411 ARCHITECTS 4301 ANCl-lOR PLAZA PKWY. SUTE 100 · TA~A. R.. 33634 · VOICE: (813)884.2000. FAX: (813)884.0700 email: architect@collm(]'l-karsky,com. website: www.collm(].l-karsky.com AA C001629 ([) ........................ @ CD ........ "'-..... ........ ........ "'-..... ........ ......... ......... ........ ........ ........ ......... ........ ............... "'-... '-........ ......... ......... ......... ......... A304 @ @) @ Q) BY DATE - REVISION _.B'y._ - REVISION DATE NO. NO. PROJECT NUMBER- 05035 - -- -- . ~ 1 DATE. ~ ~~~~IJ~ ,,~LOOR PLAN 04.27.2005 CONSULT ANT NOTES .... @ @ a I a rn o a 1 a rn (]) a I a rn CD a I a rn o CD CD CD 1 _ -~ ~ - ~ -~ _', ,Yc,<~-,-:~, ----~-~-~ ----- --........_---- ----- --~~~~~-----~~~~ --,-~,-,-l><>~:~::~---~ ---~--~,~ - -~--~-~ ~~-=--~-- ~---~-,~ ~~--~-~~~~ ~~ ---~~~~ -~-~ ~ ~c:::c>__ ---~-__ ~ ~~ ~-~<,->~~ t~--- ~ ____~_ --..c__ ___~~ _~,----,~,- """"""-- ~ ~-----~--~ ~ ~~--~-~'~~-~ --- ------------... ------------.. --- ---- ~ ---------... ~-------~ - --------~~ ~--- ---------.. GENERAL NOTES ----:--::=::::.::.:-.:--==--:: --- ------ '", ,.,"",.,',..,",..,'....:~:~;:-;;~.~.;"',.,.," --~~----~ ~---------- <:::::::~~ ~ ~-~---~------~~ II~:::::--- ' ------------------- ------- ------- ----- ------ o KEYNOTES o ~~~~----------- ~ a I <"l rn -- II [LA dn l,.., II :::!'1 .I rr 1"1' II ~ M--j-- t- I, lei [I I ~ let I - II II 1 II I-- -1L ' r-- - '-- _:I _-J - UNIT UNIT UNIT UNIT 1080 SF lOBO SF lOBO SF lOBO SF .._ II l >/1 ~ ~ I . ~ ~ ~] r[~< Jl~ VEND dl~ ~r 1/ '~ , -~ --- -- ,~ LOOBY ~ ',~ .~ V MAID ", // J .~ tv1 ~ / " ~eT .>-<--:: II ELE~ I!I = II ::::>-< C ,. J '"""- '=v ~7 " \j UNIT v= UNIT ~ 1004 SF I 1004 SF '0 r-- - I c- t--- UNIT UNIT f- ~ UNIT UNIT d c- Q lOW SF Icx, 7 SF UNIT UNIT 10~ 7 SF lOW SF ,Q 1240 SF 1240 SF / 1/ - - f A" ' - c-' u, '>>.. . It ., ,TTT T I r-- -- - r- I I II II ( ~ TI I I I ~ t- AII( K, J IN IN HA II i 1_' ., ,- ...... .... .I - II ~, ~ II ~ .A II l I I I I I I I I I I ~I H ~T I I I I f ,.J I I I I It "-'l _I ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ~ ........ 231-611 281-411 281-411 281-4" 281-4" 28'-411 23'-~" o ........................ @ (0 ........ ~ ........ ........ ~ ""- ""- ""- ""- ""- ""- ""- ""- '" ~ "'" "- "- "" "- SCALE: I/I~" = 1'-011 @ @ @ Q) FIFT~ - SEVENT~ FLOOR PLAN Ale AREA 17,574 SF CLIENT CLEARWATER GRANDE, LLC FIFTH - SEVENTH FLOOR PLAN BEACH RESORT CLEARW A TER GRANDE 866 S. GULFYIEW BL YD. CLEARW A TER, FL PRINCIP AL NAME J=L LICENSE NUMBER COLLIVIAN&KARSKV ARCHITECTS 4301 ANa10R PlAZA PKWY. SUITE 100 · TAWA, Fl. 33634 · VOICE: (813)884.2000. fAX: (813)884.0700 email: architect@collmCJ1-karsky.com. website: www.collmCJ1-karsky.com AA C001629 --~-- REVISION DATE NO. - D:~ -- REVISION PROJECT NUMBER. 05035 -------- --------._----- -------..------ DATE. - "----- "------ ---. --._------------- ---. --- - --- /--~- 04.27.2005 CONSUL T ANT NOT FOR CONSTRUCTION NOTES A305 @ '0 I N C'O @ '0 I '0 C'O o '0 1 '0 C'O (j) '0 I '0 C'O CD '0 I '0 C'O u 0 9 0 CD CD ...... " " " " " " " " " " " ............... " o i ~^ /'\11'" C r r\1 I....~ IIclA n "~ ,,', --"", ,-, I.I~ .. - " I "" ~"""" II III II - - -' - , UNIT UNIT UNIT UNIT lOBO SF lOBO SF lOBO SF 1050 SF I I II I J I ~ '~ VZi ~ VEN~ ~~ ~ d1~ n r ] LOBBY ~ D L , ILJ MAID li~ tv1 I ~ I I lX lX L~, ~CT. ~ II !Y ~ >-< I ~ ~ ~J ~7 ="i r 1 . .. I" ~ UNIT UNIT / UNIT UNIT I I050SF 10"7 SF UNIT UNIT 10" 7 SF 1050 SF 1240 SF 1240 SF \ , ! , I I ,',,'" ,I I ' ""H" r-- ,--- r-- .--...... t: ,AI I ( "J~IY J IN IN r AI ( JrIT L I I "" . . I" "",,'. I "'I" 1'1 """ "" j.. , '" I"" ,," ""',' j "" "'" """" I I, " I """"""""""" ,"',"'" lIB ~ -. ~ ~ A I (I-t-i-f IM~I INIT """"". l- INTI I I I ~ ROOF r BELOW 231-,," 251-4" 251-4" 251-4" 251-4" 251-4" """ @ (0 " ............... " " ............... " " " " " " " " ~ "'" ""- ""- '" '" '" @ @) @ A ~~~l~" l~o~OOR PLAN GENERAL NOTES o KEYNOTES o AlC AREA 15/;02 SF ROOF / BELOW ---.I CLIENT CLEARW A TER GRANDE, LLC EIGHTH FLOOR PLAN BEACH RESORT CLEARW A TER GRANDE 655 S. GULFVIEW BLVD. CLEARW A TER, FL PRINCIP AL NAME J=:=L LICENSE NUMBER 231-,," Q) ARCHITECTS 4301 ANC~OI< PLAZA PKWY. SUITE 100. TAMPA. FL. 33634. VOICE: (813)884.2000. fAX: (813)884.0700 emai1: architect@col1man-karsky.com. website: www.collman-karsky.com AA C001629 NO. 04.27.2005 BY DATE BY DATE REVISION NO. REVISION PROJECT NUMBER. 05035 DATE. CONSULT ANT NOT FOR CONSTRUCTION NOTES A308 --- ~~ ..... @ a I N (i') @ a I a (i') @ a I a (i') (]) a I a (i') CD a I a (i') o ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... "'-...... ......... 0) o CD o , ~'^ in,'", ,- r: rlnl "..,j II.... ~~, ,~ - h, ~ "~ " -l- Ie_ _ ~ . "-.-. I..... ' ,.. ~' II II II '--- '--- , = = UNIT UNIT UNIT UNIT 1080 SF 1080 SF 1080 SF 1080 SF i , Ir 1 -~~ru " / 1>< ~ VEND~ d1~ d1~ r'/"" ~ LOOBY ~ 0 . LJ MAID , ~ L >-<:: IX tL~ m= ~CT. X S<:::- ~ ~ SJ IL 7 ~ I..r "'. I \J UNIT \ UNIT 2lGG SF UNIT UNIT 21GG SF 1240 SF 1240 SF / i , , . 1== JL """..,.." """'.,.'"'.'",,,,, -=lL I I.... .-- -- -- -......, ,1--- l- 'l~ IT .I'N IN IA .. '. t." ,+ "" '.', .. I, .r ",", ,"'" "" - __ _u 'I::, .. .'" Ir. ",.., "" i"", t 1 ,..I ,,' I"", '+ I.. "+, .... I """..,......" ,,'" ".. I I"",,"".. ~ ..... ~ ,~ "'r.... .A -'- -,- .. II 1 I m-++-i~n' " ,",^' .. INYIJJJJ 11\ I. ~ ROOF r BELOW 23'-GII 28'-411 28'-411 28'-411 : ~'--t-~ @ 28'-411 28'-411 ......... ' '......... @ @ ......... "'-...... ......... ......... """ , , , , , ......... , , """ ~ "-. '" '" , '" @ @ ~ ~~~~. :,~?OR PLAN GENERAL NOTES o KEYNOTES o AlC AREA 15,502 SF ROOF / BELOW ~ CLIENT CLEARWATER GRANDE, LLC NINTH FLOOR PLAN BEACH RESORT CLEARW A TER GRANDE 655 S. GULF VIEW BLVD. CLEARW A TER, FL LICENSE NUMBER PRINCIPAL NAME J=.=L 23'-GII -"1 Q) ARCHITECTS 4301 ANCI-1OR PLAZA PKWY. SUITE 100 · TAMPA. fL. 33634 · VOICE: (813)884.2000 · fAX: (813)884.0700 email: architect@collman-karsky.com. website: www.collman-karsky.com AA C001629 NO. 04.27.2005 BY DATE BY DATE REVISION NO. REVISION PROJECT NUMBER. 05035 DATE. CONSULT ANT NOT FOR CONSTRUCTION NOTES A309 --- ~~- GENERAL NOTES ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ .................... 231-(\," t ............ l' ([) ........................ @ ........ ............ ........ ........ ............ ........ ........ ........ ........ ........ ........ ........ ........ ~ "'" "'" ........ ........ ........ ........ .... KEYNOTES o o @ a I N rn @ a I a rn 0 II t: A r hI I'" : ,~ IplA ,~IAllr ". ~"""" 14~'mlm+ 1__ , - I~-: ., , II ] II '- - "1" ~ I- a I a UNIT UNIT UNIT UNIT rn lOBO SF lOBO SF lOBO SF lOBO SF I (j) : ! MAID \1 JJYl= ELECT d1~ " d1~ AlC AREA 15,502 SF I t:J lX ~, ~ !-LECT. ~--- I UNIT 21(\,(\, SF a I a rn c , x ::>-<::: .J Il \j1 CD v '. UNIT 21(\,(\, SF \/ /\ UNIT 1240 SF a I a rn UNIT 1240 SF 8) JL , n ....-----. I """"'" .. .. . ' .." , -: I ..-- ~- -- IN t-,LJ, 1__ __ .. -j--- CD ~ . t-I"", "'_I :- ,,'" ,,", 1_ I -- .'""" I _ _1_ I " ",I"" """ ..J .. II CLIENT CLEARW A TER GRANDE, LLC - ~ ~ ~ ~ t-..A "1 T I T++] ~] I 1 IlK. :/N f+- -- '.. - (I) '-...-/ TENTH FLOOR PLAN BEACH RESORT CLEARW A TER GRANDE 655 S. GULFVIEW BLVD. CLEARWATER, FL J=~ PRINCIPAL NAME LICENSE NUMBER 2B'-4" 2B'-4" 2BI-4" ; 231-(\," ~---~---t--------' -- --,- --1' @ Q) 2BI-4" 2B'-4" ( @) ---1- CD l' @) l' @ ARCHITECTS 4301 ANC~OR PLAZA PKWY. SUITE 100 · TAMPA, FL. 33634 · VOICE: (813)884,2000 · FAX: (813)884.0700 email: architect@collman-karsky.com. website: www.collman-karsky.com AA C001629 BY DATE BY DATE NO. REVISION NO. REVISION PROJECT NUMBER. 05035 DATE. ~ ~~YI~ "~_~.OOR PLAN 04.27.2005 CONSUL T ANT NOT FOR CONSTRUCTION NOTES A310 ELEVATION: 1041-11" NVGD ~ MEAN ROOF HEIGHT " -~ ELEVATION: 131_01~ BASE FLOOD ELEV." Co Co -' , cD --sl ~ , C> -I-L 1000 ~ , C> _I- L gOO ~ , C> _Co- L BOO ~ I C> __ L 700 ~ I C> _L WO Co- L 500 ~ I C> _L 400 ~ , C> L 300 T I rn I N I _L200 ~ I C> _ _ L 100 ELEV: ~1-4" NGVD ~ L 000 LCV CL ~IIIIIIIIIIIII --- -..-..---.-.....,..--. _ .___ ...._._u_u .___. = OJ [H ~mm ~mm ~ m lBJj I ~mm " ... ...~ I"'- ~...~ ATTTr~ ", AIfI(/ i1m11 1II1I1 II u ~~~ mEB mrn ~mr.II.-1 '\ U U w 'r '" '" ::1...1 ':I~ rnrn [D[[ rnrn ce[D . = corn corn corn IT CD ::1!IlI illIilll- 0 nm coco co IT coco' ~11111...1 m rr ~ [0 c: ff1 rr ~ u" rn 'IT u ~ I I I1I1 II .A111l I1III IIII111111 III I === coco rnm rnco mOl , - 81[n corn rI1 I \= = - 1"'-..... I"'- ~ ~ 1-1 1-1 1-1 U '" i/?@J~ I I I II I ~ ~ ~~ / / TIm. IT [[ run ITI ~ = rnDJ wIT rnco [DIT [mm..,:, corn ITlrn "== 1.lm.mrr corn corn I..III~ corn wrn 1...1: corn [L rn I.III!.I~ tptp [Om II II IIII 1IIIUrm [ ~ u ] coco corn rnITJ mOl " "J1.."-.IU1.'"-.' JLILJl U" U",JLll,U,LJLJL_ nnnnnn/I/III/I/1nnnnnn/III/11111nl \1 \/ \1 \111 III/II' nnnn 11/1/1/1/1/1/ I EXTERIOR FRONT (NORT~) ELEVATION _ SCALE: 1/B" = 11-0" ~ r-.. ~~v '\ v l-f l-f l-f l-f l-f l-f 1-r V U LY'" ~ _f1JHtT11 II rnrnrn ~/ , , EEEBFF / ...... ...~ A11TT' @ "' o '- ' o -, o o o D t ~ -=-=- "' I @ rnrn I lnnnr lllnrllllllll/II! 1s:~~~:S: y V" ...... .....r-.. ...~ .....r-.. ... .....1> ...~ r-.. / ~' /~ Xv " / "///~ -, o V'\"'" /" / ", // '-.. // o '-y ~,- / " ><, .>< o ~ //, .. o y / ~/ ~ o >( )( "-.., / o ^ ~ ~ ,--- ~ ~ I- ,--- ~ rnrn T - I- - I- r- lnn,lnnnnnnnnnnr _L 1-' I- ~i I ~ 1= "- ~' l @ ~ ~ BARREL TILE ROOF DECORATIVE BRACKETS DECORATIVE PRECASR MEDALLIONS SCORED STUCCO ...~ ~... ...~ A11TT; '\t ~ ~ ~ 1-1 1-1 III I ~@J~ ~~ :lmllIlIonm :I...nm "== mm...IIID -=10001 = ~llill...1 -= ...1 ~mJD..1 coco w~ [ corn /mce '" -- EARTH BERM CODD m[[ DDDD co IT DJDJ DJm 81FR rnITJ DJrn rnCD cr rnco mrn ~ .....r-.. .....r-.. ..... -, I"'- 1"'-.......... ~ 1-1 u- V U ~@J V~m :: rr -- rPFP coco rnIT rnco mm mAl rnco rnco rnco rrm .-.. .. coco mrr II III - , ,-- Hlill / nmlIlnll~ ~ ~~ / I...nm= / / /// / v= / 10 Iill I] 1 IIII m IIII~ 'I' I I I I Arrrf~ '\wwW'~ I~ BARREL TILE ROOF DECORATIVE BRACKETS BARREL TILE MANSARD ROOF/FASCIA /' /' ROUND COLUMNS ALUMINUM RAILING SYSTEM BARREL TILE ROOF / "== RJ m/ ~ / ---,- lfBJ m ~ [11] m ~ [Uj m ~ m [8v ~ / I II1II1 I II rn III ITlh..... BARREL TILE MANSARD ROOF/FASCIA PAINTED STUCCO mn 11Il.1~ IITml1ID.I~ =- I ]]]I Ill. I mffi 1m ffi DJDJ ~ll I~~ [ ~I rHth NOTES rn CODJ enD] ;==r== r===;=== -I--- =:== PAINTED STUCCO PRECAST PARAPET CAP rnCD ceCD u[ III II II II ~I-::::::: ===:;> = PAINTED STUCCO ~= STUCCO REVEAL BAND CLIENT CLEARW A TER GRANDE, LLC EXTERIOR ELEVATIONS BEACH RESORT CLEARW A TER GRANDE 655 S. GULFVIEW BLVD. CLEARW A TER, FL PRINCIPAL NAME J=L LICENSE NUMBER ARCHITECTS 4301 ANCl-JOR PLAZA PKWY. SUITE 100. TAMPA. fL. 33634. VOICE: (813)884.2000 · fAX: (813)884.0700 email: architect@collman-karsky.com. website: www.collman-karsky.com AA C001629 .... BY NO.... DATE REVISION '--. / '-.. / '-.. / CONSULT ANT ... BY NO. ,. DATE REVISION "-.. 1/ 1'--. 1/ 1'-.. 1/ PROJECT NUMBER. 05035 DATE. 04.27.2005 NOT FOR CONSTRUCTION A400 ELEVATION: 1041-11" ~CiQ. 6, MEAN ROOF f-lEIGI-1T'l'TT ELEVATION: 13'-0" BASE FLOOD ELEV. '-t I (y- ~L 1000 '-t I (y- L ClOO '-t I (y- L BOO '-t I (y- L 700 '-t I (y- L 400 '-t I (y- L 300 ro I N L 200 '-t I (y- L 100 ELEV: ~1-4" NGVD 000 GROUND LEVEL I Ii I , i I II I I I I I I II I' ' ' i I I I I I -" , ' ~_~______ _m.____u___ I i I , I EXTERIOR REAR SOUT~ ELEVATION SCALE: I/B" := 11-0" B3 ~ I~~\I/~\ II I \ \ I I \ Ii I -.------ [lJ 8J lE rE --.---_....- ---- [JJ [E tB [8 [8 [lJ --.-..- ,----_.',-- ~ Iff] ILlJI ---------------- I -..----. ....~-.-. lE tB '----~---I:::::"'-'-"-- ---~~~~-~ B3 I I II CLIENT CLEARW A TER GRANDE, LLC EXTERIOR ELEVATIONS BEACH RESORT CLEARW A TER GRANDE 655 S. GULF VIEW BLVD. CLEARWATER, FL PRINCIPAL NAME J:='"L LICENSE NUMBER ARCHITECTS 4301 ANC~OI< PLAZA PKWY, SUITE 100 · TAMPA, fL. 33634 · VOICE: (813)884.2000 · fAX: (813)884.0700 email: architect@collman-karsky.com. website: www.collman-karsky.com AA C001629 NO. 04.27.2005 BY DATE BY DATE REVISION NO. REVISION PROJECT NUMBER, 05035 DATE. CONSUL T ANT NOT FOR CONSTRUCTION NOTES A401 BARREL TILE ROOF BARREL TILE MANSARD ROOF/FASCIA PAINTED STUCCO ROUND COLUMNS ALUMINUM RAILING SYSTEM BARREL TILE MANSARD ROOF/FASCIA PAINTED STUCCO BARREL TI LE MANSARD ROOF/FASCIA PRECAST PARAPET CAP r-- PAINTED STUCCO ~ ~ 'I,....... PRECAST PARAPET CAP ~ ~, STUCCO REVEAL BAND ~I ~ ,~~ "~ ~ EARn~ BERM I~ ~ ~ \ \ ........ ...... ........ ........ 1'-...... i' /' ... ......1'- ..... l' ,/1 l' ...'" 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PRINCIPAL NAME ~~ CLEARW A TER, FL LICENSE NUMBER ~ ARCHITECTS 4301 ANCI-lOR PLAZA PKWY. SUITE 100 · TAMPA, fL. 33634 · VOICE: (813)884.2000. fAX: (813)884.0700 emai1: architect@collman-karsky.com. website: www.collman-karsky.com AA C001629 .. BY NO. r' DATE REVISION 1"'- / " / " / CONSULT ANT N ~ BY O. P' DATE r:;:: 1/ ---~- 1/ 1"'- 1/ NOTES REVISION PROJECT NUMBER. 05035 DATE. NOT FOR CONSTRUCTION 04.27.2005 A402 S,[C Tl (i!\J Tnvw,-! ~~HI P ')'~ C' (\ I ! T 1 j "~" \_!,) ! r-l J R AN C~E 1 r::j r-ACT I.__P, -". I P ! ~~ E. L.. L_ f', S lhlTV rei F? I r") ,t, I ) \_/ t / In! ~ '_'" V .I --- i 'f ,._) \_) i \/~i 1/ V \, _1 5"'4 F!r~[ HY~~F{ANT ASSliviE1L l -"-- 6,52 " I ~ ~\ g\ i'l', g~ t ~E \ ).:;.1fE \ m, 1\ iii \ ni I ,----, '~" '~ ~, x b.30 f !it ) ~-ll7 \-\ .J- --" ~" .........., .....~, " ,655 ", ""'''''-'''" ,. r, UJ '<''', ~'^ '" ""\-1\ ~~' "" ........., '. ~'=----" ~, ".....".......... 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FLR. --------------- ----------- J.-ELEV. + 78'-0" A.F.F. 'fNINTH FIN. FLR. --------------- ! ~ ~ t ~ ~~:;: F~~..- :~'R~.F. F :-----------.,.,- J."ELEV. + 58'-' 0" AFF r 'f SEVENTH FIN. FLR. --------------- J."ELEV. + 49'-3" A.F.F:______________ 'f SIXTH FIN. FLR. ~ELEV. + 39'-8" A.F.F:______________ FIFTH FIN. FLR. J."ELEV. + 30'.'" A.F.F. 'f FOURTH FIN. FLR. --------------- J."ELEV. + 20'-6" A.F.F. 'fTHIRD FIN. FLR. --------------- J.-ELEV. + , 0'-3" A.F.F:______________1UbdU 'f SECOND FIN. FLR. Wn~11 -$ELEV. + 0'-0" AF.F. GARAGE LEVEL (FIRST FIN. FLR.) ~ tf1t tMt tn~ tMt tMt t~~ tfit trit tf1t II" .. II" 1It:l1 :r ...... ".., = - 220'-0" v- IIElII ".- '"""\ ~MONIER "PALOMA" CONCRETE TILE BLEND #6034 MOLDED DIMENSIONAL MEDALLION h1 r ~- ./ OR GREEN BRONZE LANTERN IF FEASABLE A'f....=~: ~ ~ -n-rr-t::t- -~ / .--==-- K~ 'lW ~ v' @ ,,-'"""\ r'"""\ r' V-' ?= r " r"- @ (Q) @ @ ~ @ @ @w @ @ @ @ I~I , '~ \\ ..c~~ ~_~ ~.IIt:---~ ..c~ " '" ~ II ~ LIGHTED FOUNTAIN \ / PLANTERS (TYPICAL) o FRONT ELEVATION (NORTH) SCALE: 1/1 6" = 1'0" r ./ GREEN BRONZE LANTERN -TYPICAL ~]h7 ~k tll 1Iff"" T II t~t tF1t eF1t tF1t e t N I ~ ~T .- -N I' TOP EDGE OF ROOF V TEXTURED CEMENT PLASTER V PORTER PAINT # 6806-' "SHELL" UPPER 9 FLOORS /' "./ PARAPETS, COLUMNS, ALL TRIM & MOLDED TRIM ~ ?' PORTER PAINT # 6889-' "VELVET WHITE" t ~ .n. ~ --------~ - ------- O'l I 00 O'l [).SCULPTURED EUROPEAN ALUMINIUM RAILING. TYPICAL I- TEXTURED CEMENT PLASTER , ,.---- W/HORIZONT AL V-GROOVE ------- PORTER PAINT # 6808-2 "DUSTY APRICOT" LOWER 3 LEVELS ~ III ~LANTER BFE = 1 3' CLEARWATER GRANDE HOTEUCONDO PROJECT PRELlI'lI~lARY FLOOR PLANS p, ELEVATlOI>JS Iilf(,1 120111 @ Copyright 2004, f',lcllllN:lu,,1 flit., Inc * TO THE BEST OF THE ARCHITECT OR ENGINEER'S KNOWLEDGE AND BELIEF, THESE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE FLORIDA BUILDING CODE 2001, SECTION 1606, FOR 1 30 MPH WIND ZONE II I, ii TO THE BEST OF THE KNOWLEDGE OF THE ARCHITECTS AND ill ENGINEERS, SAID PLANS AND SPECIFICATIONS COMPLY WITH THF 11'1 APPLICABLE MINIMUM BUILDING CODES /\ND THE APPLlCABLF il MINIMUM FIRE SAFETY STANDARDS. ill I ~ I I ! , I Ii II * THE DRAWINGS & DESIGN ARE VALID FOP. 12 MONTHS FROM DATE OF BEING SEALED. ALL DIMENSIONS AND JOB CONDITIONS SHALL BE VERIFIED B\ THE CONTRACTOR, ANY AND ALL DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT PRIOR TO COMMENCEMENT m CONSTRUCTIOI~ , '"SUI. DATE REVIEW 1/31/05 PERMIT 2/3/05 REV, REV. r~EV, f;EV. ';. I 1;1 , I ""ESE DOCUMENTS, DESIGNS, NOTES, DETAILS AND :iPECIFICATIONS AND CONCEPTS ARE THE SOLE PROPERTY OF I r!AlE DESIGN, INC, AND SHALL NOT BE REPRODUCED, RE-USED no COPIED FOR OTHER PROJECTS, IN WHOLE OR PART WITHOUT lHI' WWl EN CONSENT OF FRANK FRAZE, ARCHITECT, AlA. .. "IGIIT 5 ARE IrESERVED BY THE ARCHITECT IN ACCORDANCE 11,5, COPYIHGHT AND PATENT LAWS. UNAUTHORIZED Il'i'OfXICTIOtI WILL BE PROSECUTED TO THE FUll EXTENT OF Ii a; ~t ! ,~ I "It lie 1II::t:to j VoM: IIQ II ~r, ~ ~~ ~ ~~ b ~e ~J~~ ~O~~ ~~ ~~ ,<8~~ ~~~~ ~~=< ~~8~ ~~ ~OO~ I"~ ~lf)~ C~~ ;~U I.'l:: o f.t. (J) [...; Z rJJ '""" ~ ;;:) U t-' ~ 'i,: o ""'" [.~." I,,) ~~:J r:t. 1-< if) 2: <5 c,) U"___ PRQEESSIONAL SEAL ,. 1 i!,MJI<L1N FRAZE, IV LI'l LI'l M 00 I .- N 00 ...... ,..... N ,..... ~o ~6 ~~ o C2 o ....J u.. o ex:: :J co V} ex:: UJ ~ a.. " " m @ 1111~ I ~~IL>~iW:~ 811 I I..J;. ~~, 1miIi.; ~~l (j) ~g M , 00 N M ...... ,..... N ,..... X <( u... UJ 00 :J Z 0 UJ (.0 ~ M , 00 ....J N ~ M ...... !z r-.. N UJ r-.. u W lI') z .- 0 N :c o::t a.. FRONT ELEVATION A3.1 -$~~~ ;L~~6'-9" A.F.f.:_________________________ -$ELEV. + 20'-6" A.F.F:_________ THIRD FIN. FLR. . ELEV. + 97'-2" A.F.F:__________________________ ELEVENTH FIN. FLR. . -$ ~~~~H +F~:,~~,~~.F.F :------------------------- -$ ~ ~~~~ ; I~ ~ ~~;. A. F . F :__________________________ -$ ~~:~: F~~:-:~'R~.F.F :-------------------------- -$ ~~~~~;~~:~~ ~'~:..F .f.:_________________________ -$ ~~:~ ;1~.9;~~: A.F.F :__________________________ -$ ~~~~ ~~.9~~~'.. A.F.F :__________________________ -$ ~~~~~~ ~~~ ~,~:..F.F :__________________________ -$ELEV. + 10'-3" A.F.F:_________ SECOND FIN. FLR. ELEV. + 0'-0" A.F.F. GARAGE LEVEL (FIRST FIN. FLR.) . ------------------------------------------------------------- ------------------------------------------------------------- . -------------------------------------------------------------- . -------------------------------------------------------------- .. I . .. m . .. I . .. m . .. m . .. m am -------------------------------------------------------------- OPEN TO GARAGE OPEN TO GARAGE OPEN TO GARAGE OPEN TO GARAGE OPEN TO GARAGE OPEN TO GARAGE OPEN CD SIDE ELEVATION (EAST) B SCALE: 1/16" =1'0" -$ E LEV. + 1 06'.9" A. F .f.:__________________________________________________________________________________________________________________ ROOF SLAB -$~~~~.H+F~'~~'~~.F.F:------------------------------------------------------------------------------------------------------------------- -$ E LEV. + 97'- 2" A. F . F :___________________________________________________________________________________________________________________ ELEVENTH FIN. FLR. . JIB . 1m . -$ ~ ~~~~ ; I~ ~ ~~;. A. F . F :___________________________________________________________________________________________________________________ E LEV. + 68'- 5" A. F . F :____________________________________________________ _______________________________________________________________ EIGHTH FIN. FLR. -$ELEV. + 58'-10" A.F.F. __________________________________________________ ------------------------------------------------------------------ SEVENTH FIN. FLR. OPEN TO GARAGE -$ E LEV. + 49'- 3" A.F. F . __ __ ____________________________________________________________ --------------------------------------------------- - SIXTH FIN. FLR. -$ ~~~~ ~: 9;~~'" A.F. F :____________________________________________________,____________________________________ -$~~~~~~ ~~~~'~:..F.F:------------------------------------------___ -$ ~~~:~ ;I~~~~~: A.F. F :-------------________________________________ -$ ~~~~.N~ ~ ~~~ 3;~:: F . F :_____________________________ ______ _______ ELEV. + 0'-0" A.F.F. GARAGE LEVEL (FIRST FIN. FLR.) OPEN TO GARAGE OPEN TO GARAGE OPEN TO GARAGE OPEN TO GARAGE OPEN TO GARAGE OPEN o SIDE ELEVATION (WEST) A SCALE: 1/1 6" = 1'0" N I ~ .- TOP EDGE OF ROOF en I Co 0') BFE = 1 3' N I ~ .- TOP EDGE OF ROOF BFE = 1 3' , I COPYlight 2004, Arch,ie""l'" I! * TO THE BEST OF THE ARCHITEU OR ENGII~EERIS /<.f\JOWLEIX;l AND BELIEF, THESE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE FLORIDA BUILDING CODE 2001 , SECTlor~ 1606, FOR 1 30 MPH WIND ZONE * THE DRAWINGS & DESIGN ARE VALID FOI< I~) MONTHS FROM DATE OF BEING SEALED, TO THE BEST OF THE KNOWLEDGE OF THE ARCHITECTS AND ENGINEERS, SAID PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE MINIMUM FIRE SAFETY STANDARDS. ALL DIMENSIONS AND JOB CONDITIONS SHALL BE VERIFIED Bl THE CONTRACTOR, ANY AND ALL DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT PRIOR TO COMMENCEMENT OF CONSTRUCTION. j~ 1\ '~ - iSSU[ DATE ...- ,- !~EVIEW 1/31/05 PERMIT 2/3/05 - ,--,_... r~E\/ . --"'--'----"- REV, -~----- REV,. "'---"---' REV, '," IIESE OOCUMENTS, DESIGNS, NOTES, DETAILS AND ,;PEC!FICATIONS AND CONCEPTS ARE THE SOLE PROPERTY OF !ilAZE lJESIGN, INC, AND SHALL NOT BE REPRODUCED, RE-LISED 0R COPIED FOR OTHER PROJECTS, IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF FRANK FRAZE, ARCHITECT, AlA. l I<18HI S ARE RESERVED BY THE ARCHITECT IN ACCORDANCE WitH II,S, COPYRIGHT AND PATENT LAWS, UNAUTHORIZED prp'ODUC flOI! WILL BE PROSECUTED TO THE FULL EXTENT OF 1(;: Ii Ie::, :j:t: llo-~ 10 [;1;, I ~ ~~ e ~o~ ~ is c, f:; =- ~ ~~ ~~ ~,~ ~, .~ ~~~ "~u~~ ~,',.-:' ~ ~ ~ f,,~, ' r- ::.> rr' O~~ ,:'.-1 ~5= ,~~ ~oo.~ ~,~ SIJ)~ C~ ;~U ~ l~ i,>;-, 'J) r~ z [;1 ~ ;~ C,..l o (:\ - 0-- 1'f{QEES-SIONAL SEAL , IfV\ FRANKLIN FRAZE, IV SIDE ~; LEV A TIONS 3.2 I..I'l I.l) (Y') ex:> I .- N ex:> ....... ,..... N ,..... ~o """0 (Y') ~~ Cl C2 o ...J I.L. o 0:: :J co ~ u.J tu a. 0) ~g (Y') I ex:> N (Y') ....... ,..... N ,..... X <( I.L. E o u u.J C :J ex:> ,2> z g i~~ N ...J N .g~~ ~ I- ~ :E 6J ,..... UUj I.l)Z .-0 N:C ~a. 220'-0" ELEV. + 0'-0" A.F.F. GARAGE LEVEL (FIRST FIN. FLR.) -$~~~~ ;~~6'-9" AF.!.:_____________ ___________ _________ ---- if - -N -$ ~~~~~~::~-I~'.. ~~~..F :-------------- ----------- --------- -$ ~~~~.H + F ~'~~~.A F . F :-------------- ----------- --------- -$ELEV. + 78'-0" AF.F:______________ . NINTH FIN. FLR. -$ ~~:;: F~~.'- :~~~.F. F :-------------- -$ELEV. + 58'-10" AF.!.:_____________ SEVENTH FIN. FLR. -$ELEV. + 49'-3" AF.F:______________ SIXTH FIN. FLR. -$~~~~' ~:9~~~'" AF.F:______________ -$ ~~~~~~ ~~~ ~,~:..F. F :______________ -$ELEV. + 20'-6" AF.F:______________ THIRD FIN. FLR. @ @ @ @ -$~~~~~~ ~~~~3;~::F.F:-------------- IURTlCD (0"'4 o REAR ELEVATION (SOUTH) SCALE: 1/16" =1'0" N I ~ ... TOP EDGE OF ROOF 0') I Co 0') 1 ;'"j' '. .' , ISSUE REVIEW fJERMIT REV. DATE 1/31/05 2/3/05 REAR ELEV ATION 3.3 REV. REV. REV. ,I f HESE DOCUMENTS, DESIGNS. NOTES, DETAILS AND II SPECIFICATlm~S AND CONCEPTS ARE THE SOLE PROPERTY OF : I n,AZE DESIGN, 114C, AND SHALL NOT BE REPRODUCED, RE-LJSED ! I G~ COPIED FOR OTHER PROJECTS, IN WHOLE OR PART WITHOUT I, TilE WRITTEN CONSENT OF FRANK FRAZE, ARCHITECT, AlA. 'I II tL L RIGHTS ARE RESERVED BY THE ARCHITECT IN ACCORDANCE I, \VITII U,S, COPYIUGHT AND PATENT LAWS, UNAUTHORIZED : i PEPRODUCTlON WILL BE PROSECUTED TO THE FULL EXTENT OF II -'Hf: LAW !! J:BQfE.SSJ.QNAL SEAL )i~i\ FHANKLlN FRAZE, IV If) If) (V) OJ I ..... N OJ ....... f'- N t-- (V) (:) ..... f'- 15 (V) (V) ~ <( (:) 0:: g u.. <3 a:: :J 00 BFE = 1 3' V) a:: L.LJ ~ Q.. ~ 0") 0 V) l.O (V) I OJ N (V) ....... f'- N t-- ~ u.. II i! 11 ii II HH____,,,___ Ii "'" e 1: "'l" i I'"'" ~ I rJ::,. d I i \. " il II II ii II ,I II I, II II Ii II II II II ,! II II II I, II I' II I ,I I. i; I' II " II II ,I ,I II II II ,I II Ii ~< ~~ So Os ~ " ~= ~u r::~ < r~_ ~ ~O = ~~s ." 0 ~ .,~ U. ~ ~~~~ ~~=< ~~~~ ~~~~ r~ ~l()~ Cr) ;~U "' ~ (~ iJ,; VJ l"'" :z ~ ~ ;.J U o Q :z o E= ,,) ~ ~ f- rJ.i. Z (,:') U ~ ~ Z ~ C, CLEARWATER GRANDE HOTEUCONDO PROJECT PREW'1INARY FLOOR PLANS & ELEVATIONS A.RCHITEOUPl" ::'I'ICEP1UAL 12,01.04 @ Copyright 2004, Architectural Alts, Il1c * TO THE BEST OF THE ARCHITECT OR ENGINEER'S KNOWLEDGE AND BELIEF, THESE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE FLORIDA BUILDING CODE 2001, SECTION 1606, FOR 130 MPH WIND ZONE * THE DRAWINGS & DESIGN ARE VALID FOR 12 MONTHS FROM DATE OF BEING SEALED. TO THE BEST OF THE KNOWLEDGE OF THE ARCHITECTS AND 11 ENGINEERS, SAID PLANS AND SPECIFICATIONS COMPLY WITH THE .111 APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE I, MINIMUM FIRE SAFETY STANDARDS. II I II ALL DIMENSIONS AND JOB CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR, ANY AND ALL DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT PRIOR TO COMMENCEMENT OF CONSTRUCTION. -~-~~~--~~_._,---,~-~--~~_._-~~~--~------ ~__~.L~.~'~____.____ _____ E o ~ ~ OJ .Q> z g ~ ~ ~ ~ ~ ~ ~ f- ~ ;E as f'- UUj If)Z ....0 NJ: ~Q.. ,....-----.--_u,~___________________ ~ "14 -, c;,r l ( '/:'=::: t.;.~ f\S : tJi/. I:j. ( , /----- (".r: ) ~... I-LJ L: ~ -! '-.,j (-\ T -; .':. _'.,0 ;16.45 II II ff /1 1/ it II il U II Ii '~ J 7J1f;;-S 'j Q POG~ Ii 2B'l'~ n~~u r Lvu~ L t.~.", f WA!..L II f(.~ IJ ,Ii I *It-, IJ 1 (1"11 ~ II '// .....::---..If If '~_I! '1: n:x ~ j It "ALe" "-", ,'7 3IJ; ~C:'6 // ~~.::::::.:~.--- rn; '~i '-.; "- ~- .; ~ /')83 -. - ~ 3.58 . 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If r'tijY 0 /-fALE: THE 5U/T'I/cYOIT' i/V RESPONSIBLE i""lft: 5u;;;;~'r:r- PL."'~C:t5t::VTLO lit..-REC?'V 4:\/2 i";~/4."" -:.;-'4/::" ii\{.: :tJ~ 'f.l~ ~( NIII j [\::.:Ji~l.:)!~\~ /(-" ;-"" I. ,,~ ,-II : j '~j .....--!, -I .J'-' -': BE.- :[-!!. I Ii IH 1.\ i1!, f" I 1\ m\ ~\ 'i!!'11 m\ rj'\ I .~ i'" 4:': ", i'l,11 . Iii I ~~ ,) ,,.: J U t- 0vr](J r'iH..ntlQ Found Open Pipe Cap PAfthanf.l;nt ''':ontroi Pnint - :-"rn;:"-!G (:anc:-Gte MC''''JJ~pr.t Set !ro!'1 & Cop 1/2" L S. 1/4625 = Cnrporote r..Art1fk:ote Numb;.r ~~,i:f~':~s~l~n~],:;Oi1.j Su;veyo~ Tyl fL :.1_1 , ,......... I..J ) L' _ ;,: R, ~y r-'. ~.OP. ",~'p, Fov"d ).....,,, Rod &: GClD r.: .c..~"". S" R, '8 P L.S. '::'JNC. ('o~)cn!'t'5! :: /W S..:l<:,w"J!k 4: ~ C~H1:er!1"e :J /w Df lvewuy 'W'y. = Water Vaive SSMH = Srmf10ry $ewer Monhoie G'I G:;te V:;l~ OHIN t.""HA ;:-N~<D ()y~rh .l'!od Wlrf/f;, ~~~n~~~~.,~r:~S5~~O!V JL7B NUMBt:-R 2004145 1110 OVERCASH DRIVE SUITE C OU/VEOIN, FLORIDA 34b'98 P1D,6 I i I I I ! I i I I i I I i I I I I I i i ! I I t i I I I I I i I I j I I I i I I I I I I .~~--'-"~.----' .--........... :JIIiIiiIi... i i : I I I I I i I I I I I , I ! I i J i I I I I I I ,J ,.;f :;,. t,' LEGAL DESCRIPTION SECTION 17 , TOWNSHIP 29 S, RANGE15 E CITY OF CLEARWATER PINELLAS COUNTY, FLORIDA LEGEND ()<:J <:J' "'- x EXIST. ELEVATION EXIST. CONTOUR LOTS 8, 9, 10 & 11, BLOCK C, BAYSIDE SUBDIVISION NO.5, AS RECORDED IN PLAT BOOK 38, PAGE 38, Of THE PUBUC RECORDS Of PINELLAS COUNTY, FLORIDA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE MOST NORTHERLY CORNER OF SAID LOT 8, BLOCK C, BAYSIDE SUBDIVISION NO.5, AS RECORDED IN PLAT BOOK 38, PAGE 38, OF THE PUBUC RECORDS OF PINELLAS COUNTY, FLORIDA, SAID POINT ALSO BEING THE POINT OF BEGINNING; THENCE ALONG THE SOUTH RIGHT-OF-WAY UNE Of GULFVlEW BOULEVARD (A 60.00 FOOT WIDE RIGHT-Of-WAY) ALONG A CURVE CONCAVE TO THE SOUTHWEST WITH AN ARC LENGTH OF 248.00', WITH A RADIUS OF 2700.00', WITH A CHOR? ~EARING OF SOUTH 62'50'56" EAST, WITH A CHORD LENGTH OF 247.91', WITH A DELTA ANGLE Of 51546 , THENCE SOUTH 12'38'43" WEST ALONG THE EAST LOT UNE OF SAID LOT 11, BLOCK C, A DISTANCE Of 270.06 FEET; THENCE ALONG A CURVE CONCAVE TO THE SOUTHWEST WITH AN ARC LENGTH OF 102.49', WITH A RADIUS OF 1000.00', WITH A CHORD BEARING OF NORTH 60'35'54" WEST, WITH A CHORD LENGTH OF 10245' WITH A DELTA ANGLE OF 5'52'20", THENCE NORTH 57'29'06" WEST A DISTANCE OF 150.99 FEET TO 'THE' SOUTHWEST CORNER PF AFORESAID LOT 8, BLOCK C; THENCE ALONG THE WEST LOT UNE OF SAID LOT 8, BLOCK C. NORTH 12'40'00" EAST A DISTANCE OF 251.30 FEET TO THE POINT OF BEGINNING. CONTAINING 62619.83 SQUARE FEET OR 1.438 ACRES MORE OR LESS. 10 ' NEW ELEVATION NEW CONTOUR EXIST. STORM SEWER + 10.00 - - -10- - NEW STORM SEWER - ,- """'"" D ,-~ ~::" py A', \/ ", ; ,'("fl",.!!:,:, ~y, . l .~, ,\ l ,. ." ,"_~ NEW UNDERDRAIN I ..........._....1 EXIST. SAN. SEWER ,-~,j, -,t)~e NEW SAN. SEWER _1_1_1- EXIST. WATER SERVICE ~ - - - - - - - - NEW WATER SERVICE -......... · . - NEW INLET . NEW SAN. MANHOLE _ C.O. - I -[iJ- I - NEW CLEAN-OUT(C.O.) NEW BUILDING AREA "'~~'~_=_~~~=-~_'C::-_~"""'q lbt~:~~~~~r 1:~~~: t~ ~!~~~~~:~~ tL~~: ~t:~~J NEW ASPHALT NEW CONCRETE ~~\~E~~J}~lL~~fItIl~t~t}2~~~~t~l~figts~mj TEMP. SILT BARRIER POINT OF CONNECTION \ Ai.. OF NEW UTI LIlY TO EXIST. ~ M METER B.F.P.D. BACKFLOW PREVENTION DEVICE F.H.A. FIRE HYDRANT ASSEMBLY F.D.C. FIRE DEPARTMENT CONNECTION T.8.0. TEMPORARY BLOW-OFF T.&V. TAP AND VALVE NOT TO SCALE NOT TO SCALE FLOOD ZONE INFORMATION SITE DATA . EXISTING (E) PROPOSED (P) REQUIRED T T T ZONING: RFH RFH RFH LAND USE: USAGE: 91 HOTEL UNITS 91 HOTEL UNITS OVERNIGHT 1 RESTAURANT WI ACCESS RESTAURANT ACCOMMODATION & RESTAURANT USES LOT AREA: 62,620 S.F. 62,620 S.F, 10,000 S.F. 1.44 AC. 1.44 AC. .22 ACRE 65.27 UNITS PER ACRE 64.5 UNITS PER ACRE 40 UNITS PER ACRE DENSITY: ( 91 UNITS ) ~ 91 UNITS ALLOWABLE THRU ( 57 UNITS MAX.) ERMINATION OF NON-CONFORMITY) BUILDING COVERAGE: 13,492 S.F. 32,155 S.F. NIA (S.F. & % OF GROSS SITE) 22% 51% - GROSS FLOOR AREA (S.F.): 2,700 S.F. ACCESS. RES~URANT F.A.R.: 0.08 3,433 S.F. 0.05 1.0 FLO..UK::i ROOMS / FLOOR 3-8 11 ROOMS{FLOOR x 6=66 ROOMS ...-.--- 9-10 9 ROOM I.FLOOR x2 = 18 N/A 11 7 ROOMS/FlOOR x 1 = 7 TOTAL: 91 ROOMS S.F. OF ROOMS END UNITS 1,118 S.F. N/A -- - TYPICAL UNIT 1,112 S.F. PENT HOUSE 2,382 S.F. FRONT: 20' l' TO DUMPSTER STAGING AREA 15' 15' TO LOADING AREA BLDG. 16.2' TO COLUMN SETBACKS: SIDE: 10' 10' TO BLDG. 10' 10' TO PKG. REAR: 0 TO CONC. WALK 33' 25' TO BLDG. 20' 99.75' TO TOP OF ROOF BLDG. HEIGHT: 5 STORIES FROM BFE 35'-100' - PAVED VEHICULAR USE AREA: 30,630 S.F, 8,174 S,F, N/A (V.U.A.) , IMPERVIOUS SURF ACE RATIO: 52,690 S.F. 51,075 S.F. .95 (I.S,R.) 0.84 0.82 OPEN SPACE: 9,930 S.F. 11,545 S.F. (S.F. & % OF GROSS SITE) 16% 18% .05 PARKING LOT INTERIOR LANDSCAPING: 2,004 S.F. 1,991 S.F. (S.F, & % OF V.U.A.) 7% 24% 10% .-- 1 sf. FLOOR 75 ( INCL.4 HC ) PARKING: 79 2nd. FLOOR 45 ( INCL.1 HC ) 91 PARKING CALCULATIONS: 1 PKG SPACE PER UNIT x 91 IJ NITS = 91 PKG SPACES ~' INDEX OF SHEETS C1.1 CIVil SITE DATA C1.2 CIVIL SITE SPECIFICATIONS C2.1 DEMOLITION SITE PLAN C3.1 STAKING SITE PLAN C4.1 GRADING AND DRAINAGE SITE PLAN C5.1 UTiliTIES SITE PLAN C6.1 CIVIL SITE DETAILS C6.2 CIVIL SITE DETAILS L 1.1 LANDSCAPE SITE PLAN IR.1 IRRIGATION SITE PLAN R"" E:C'''.. E: IV; 'E'~ D:r,~., ,~,,' .1"',,",, THE ABOVE DESCRIBED PROPERTY APPEARS TO LIE WITHIN FLOOD ZONE"AE" B.F.E. 12 AND "VE" B.F.E. 13 PER FLOOD INSURANCE RATE MAP 12103C0104G MAP REVISED: SEPTEMBER 03, 2003 FEB 03 2005 PLANNING DEPARTMENT cnv OF CLEARWATER ORIGIf\"\ t' ;J, J \J-l-j , " '.' ,- .. J I ~ EB #5936 ""f.~. i& ..... '" """ '" z ~t o ;0 - cou I- . . 4# ~" '"'" ~ z I- 'lit 2 ~ -A. o ~~ A. !:: z Z xi .. ~:I: ~ ...", L.. ~w .... 110 ... co~ · ':'z .. ~.. 'lit"" .. ... I- ;:t z ",. 1M to- 11M t- z o ~ - > Z III \~' if'~, . t ~- , iJ. 'f ~ '; . 0 ~ \J~ Z 11M 11\ - ... 11I\ Z -to- ::)~ Z ~~ .. ..... .. = ~ A. et- A !;;g z a'" 4# Z .. '"'" .. r; .. ""... w~ . ~~ .. "" &'t _ "'~ > .. 11M - 0..... V 110'" ~ -- ~.,--.---- ---,--~-- ~~-l-=-4 --;v- 7:'- 1---:. ~-- 1 ~ " oj I ~ ". ~ -' ] ,or I, i .. I , ~,I '1' ,~! ~~ I NES Comm.: 0450 I I Drawn By: I.B. I I Checked By: H.G. I ...J LU t- O :J: w C Z ~ r-.. CD C) ...... (lI') M at: . .ct Co W >-- .....10:: I- eGO ; ;:..... wid.:. -0::: >w ~ ~...... <( ::3~ W C'!a= --I 0<( 1.t)L.U (.) 1,t).....I CD U I / ~ <( C W I- - U) -I - > - U ._~'-"l,'-'~~'{ _< - "/,:,c THIS DRAWlt.~"IS ANINSlRUMENrOf SERVICE AND SHALL REMAIN THE PROPERlY OF THE ENGINEER, AND~'> NOT BE REP~ODU(;B>, PUBUSHED OR USED IN IoN( WAY WITHOUT THE CONSENT 0 lTH~E ,GINEER. ~COPYRIGH1 2004 NOT PUBUSHED , , , - ,,>7>:::O~~ ~- ~~~ANU~~9:iA"R'i1ANNAN, P.E. #38688 , COPiES Of THESE, PLANS ARE NOT VAUD UNLESS " , EMBOSSED WITH THE SIGNING ENG:NEER'S SEAL SURVEY INFORMATION PROVIDED BY A SIGNED & SEALED SURVEY BY: GUY D. HALE PROFESSIONAL LAND SURVEYOR NO. 4626 DATED: 02/12/01 08/01/041 1.1 :1 II I~ ~ff~~;JI S.W.F.W.M.D./ EROSION CONTROL NOTES 1. DURING CONSTRUCTION SEDIMENT IS TO REMAIN ON SITE. THE CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF EROSION AND SEDIMENT CONTROL DEVICES PRIOR TO INITIATING AND DURING ALL PHASES OF U\ND CLEARING AND CONSTRUCTION TO PREVENT SOIL EROSION AND SILTATION. 2. THE RETENTION AREAS SHALL BE ROUGH GRADED PRIOR TO CONSTRUCTION, WITH ALL STORM WATER DIRECTED TO IT. AffiR COMPLETION OF ALL WORK, REMOVE DEBRIS AND SILTATION FROM THE BOTTOM OF THE RffiNTlON BASIN, AND FINE GRADE THE FINAL SIX (6) INCHES AND SOD. CONTRACTOR TO MAINTAIN THE SIDE SLOPE REQUIRED AND SHOWN ON Pu\N, AND NOTIFY ENGINEER FOR AN INSPECTION PRIOR TO SODDING. 3. THE RETENTION AREAS AND OUTFALL CONTROL STRUCTURES SHALL BE CONSTRUCTED EARLY IN THE CONSTRUCTION PERIOD TO MITIGATE ANY ADVERSE WATER QUANTITY IN PARTS OFF SITE. 4. AFTER COMPLETION OF THE PROJECT, THE OWNER WILL BE RESPONSIBLE FOR THE OPERATION AND MAINTENANCE OF THE STORMWATER FACILITIES. ACTIONS INCLUDED SHALL BE REGUU>.R MOWING OF THE BOTTOM AND SIDE SLOPES, PLUS PERIODIC INSPECTIONS AND REMOVAL OF DEBRIS, TRASH, ETC. THAT MAY BLOCK THE OPENINGS IN THE CONTROL STRUCTURES. 5. All DISTURBED CONDITIONS SHALL BE RESTORED TO NATURAL CONDITIONS OR BETTER. 6. All SIDE SLOPES OF RETENTION OR SWALE AREAS SHALL BE STABILIZED BY VEGETATION OR OTHER MATERIALS TO MINIMIZE EROSION AND PROTECT THE STORMWATER BASIN. NOTE: PU\N CONFLICTS, SHOWN OR UNSHOWN, WITH OTHER EXISTING SITE IMPROVEMENTS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE ADJUSTMENTS AND PROTECT OR REINSTALL All DISTURBED EXISTING UTILITIES, PHONE LINES, POWER LINES, POWER SUPPORT CABLES, SPRINKLER LINES AND CONTROLS, MECHANICAL PIPELINES OR UNDERGROUND POWER CABLES AND RETURN EXISTING CONCRffi WALKS, DUMPSTER PADS, FENCE, HANDRAIL, VALVES, HYDRANTS, GUY WIRES, ELECTRIC BOXES AND PIPELINES WHICH SHALL BE REPAIRED OR REINSTALLED AS INCIDENTAL TO THE COST OF WORK SHOWN HEREUNDER. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RESOLVE ANY CONFLICTS PRIOR TO AWARD OF THE CONTRACT. NOTE: REQUIRED EROSION CONTROL MEASURES MUST REMAIN INTACT THROUGHOUT CONSTRUCTION. FAILURE TO INSTAll OR PROPERLY MAINTAIN THESE BARRICADES WILL RESULT IN ENFORCEMENT ACTION WHICH MAY INCLUDE CITATIONS, AS PROVIDED BY CHAPTERS 400-4 & 400-40 FAC. CAN RESULT IN A PENALTY NOT TO EXCEED $10,000 PER OFFENSE WITH EACH DATE DURING WHICH SUCH VIOU\TION OCCURS CONSTITUTING A OFFENSE. MAINTENANCE AND OPERATIONS INSPECTIONS FOR STORM WATER DISCHARGE FACILITY 1. ALL SODDED AREAS SHALL BE MOWED AND MAINTAINED PROPERLY. 2. UNDER NO CIRCUMSTANCES SHALL THE RETENTION AREA BE FILLED WITH ANY OTHER SUBSTANCE THAN STORMWATER. 3. SWALE AREAS SHALL BE KEPT CLEAN AND FREE OF ANY OBSTRUCTIONS. 4. IF DAMAGE TO THE SYSTEM DOES OCCUR, THE SYSTEM SHALL BE RECONSTRUCTED IN ACCORDANCE WITH THE APPROVED PLAN. OPERATION & MAINTENANCE OF THE STORMWATER SYSTEM THE OWNER SHALL PERIODICALLY MONITOR THE STORMWATER SYSTEM (PIPE CONVEYANCE SYSTEM AND RETENTION POND) FOR SILT AND SEDIMENTATION BUILD UP. THE PIPE CONVEYANCE SYSTEM SHAll BE FLUSHED, AS DEEMED NECESSARY NO LESS THAN TWICE A YEAR. ALL MATERIAL SHALL BE COllECTED DOWNSTREAM AND REMOVED. THE RETENTION POND SHALL BE KEPT MOWED AND THE BOTTOM FREE OF DEBRIS. IF WATER STANDS IN THE POND MORE THAN 48 HOURS THE OWNER SHALL RAKE AND/OR SCARIFY THE POND BOTTOM, AS DEEMED NECESSARY AND NO LESS THAN TWICE A YEAR TO RESTORE THE PERCOLATION CHARACTERISTICS OF THE POND. THE OWNER WILL BE RESPONSIBLE TO MAKE SURE THAT TO THE BEST OF HIS ABILITY NOTHING ENTERS THE SYSTEM BESIDES STORM WATER THAT COULD DffiRIORATE THE FUNCTIONING CAPABILITIES OF THE SYSTEM, I.E. GASOLINE, OIL, GREASE, CHEMICALS, ETC. THE POND UNDER DRAIN SYSTEM SHALL BE INSPECTED ANNUALLY AND RETROFITTED AND FLUSHED SEMI-ANNUALlY. CLOGGED OR SPENT FILTER MATERIAL SHAll BE DISPOSED OF IN ALL MANNERS AS WITH THE HANDLING OF HAZARDOUS WASTE. THE SPENT FILTER MATERIAL SHALL BE DISPOSED OF IN A PERMITTED FACILITY. EROSION AND SILTATION CONTROL NOTES 1. SEDIMENT TRAPPING MEASURES: SEDIMENT BASINS AND TRAPS, PERIMETER BERMS, FILTER FENCES, BERMS, SEDIMENT BARRIERS, VEGETATIVE BUFFERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT AND/OR PREVENT THE TRANSPORT OF SEDIMENT ONTO ADJACENT PROPERTIES, OR INTO EXISTING WATER BODIES, MUST BE INSTAllED, CONSTRUCTED OR, IN THE CASE OF VEGETATIVE BUFFERS, PROTECTED FROM DISTURBANCE, AS A FIRST STEP IN THE LAND ALTERATION PROCESS. SUCH SYSTEMS SHALl BE FULLY OPERATIVE AND INSPECTED BY THE ENGINEER BEFORE ANY OTHER DISTURBANCE OF THE SITE BEGINS. 2. PROTECTION OF EXISTING STORM SEWER SYSTEMS: DURING CONSTRUCTION, ALL STORM SEWER INLETS IN THE VICINITY OF THE PROJECT SHALL BE PROTECTED BY SEDIMENT TRAPS SUCH AS SECURED HAY BALES, SOD, STONE, ETC., WHICH SHALL BE MAINTAINED AND MODIFIED AS REQUIRED BY CONSTRUCTION PROGRESS, AND WHICH MUST BE APPROVED BY THE ENGINEER BEFORE INSTALLATION. 3. SEDIMENTATION BASIN: THE CONTRACTOR WILL BE REQUIRED TO PROHIBIT DISCHARGE OF SILT THROUGH THE OUTFALL STRUCTURE DURING CONSTRUCTION OF ANY RETENTION AREA AND WILL BE REQUIRED TO CLEAN OUT THE RffiNTlON AREA BEFORE INSTAWNG ANY PERMANENT SUBDRAIN PIPE. IN ADDITION, PERMANENT RffiNTION AREAS MUST BE TOTALLY CLEANED OUT AND OPERATE PROPERLY AT FINAL INSPECTION AND AT THE END OF THE WARRANTY PERIOD. 4. SWALES, DITCHES AND CHANNELS: ALL SWALES, DITCHES AND CHANNELS LEADING FROM THE SITE SHALL BE SODDED WITHIN (3) DAYS OF EXCAVATION. ALL OTHER INTERIOR SWALES, ETC., INClUDING DETENTION AREAS WILL BE SODDED PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY. 5. PROTECTION AND STABILIZATION OF SOIL STOCKPILES: FILL MATERIAL STOCKPILES SHAll BE PROTECTED AT ALL TIMES BY ON-SITE DRAINAGE CONTROLS WHICH PREVENT EROSION OF THE STOCKPILED MATERIAL. CONTROL OF DUST FROM SUCH STOCKPILED MATERIAL, MAY BE REQUIRED, DEPENDING UPON THEIR LOCATION AND THE EXPECTED LENGTH OF TIME THE STOCKPILES Will BE PRESENT. IN NO CASE SHALL UNSTABILlZED STOCKPILE REMAIN AFTER THIRTY (30) CALENDAR DAYS. S. MAINTENANCE: ALL EROSION AND SILTATION CONTROL DEVICES SHALL BE CHECKED REGUu\RLY, ESPECIALLY AFTER EACH RAINFALL AND Will BE CLEANED OUT AND/OR REPAIRED AS REQUIRED. CLEARING AND GRUBBING NOTES 1. PRIOR TO ANY SITE CLEARING, All TREES SHOWN TO REMAIN ON THE CONSTRUCTION PLANS SHALL BE PROTECTED IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY'S TREE ORDINANCE AND DETAILS CONTAINED IN THESE PLANS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THESE TREES IN GOOD CONDITION. NO TREES SHOWN TO REMAIN SHAll BE REMOVED WITHOUT WRITTEN APPROVAL FROM THE OWNER. 2. THE CONTRACTOR IS TO PREPARE THE SITE PRIOR TO BEGINNING ACTUAL CONSTRUCTION IN ACCORDANCE, WITH THE SOILS TESTING REPORT. COPIES OF THE SOILS REPORT ARE AVAILABLE THROUGH THE OWNER OR THE SOILS TESTING COMPANY QUESTIONS REGARDING SITE PREPARATION REQUIREMENTS DESCRIBED IN THE SOILS REPORT ARE TO BE DIRECTED TO THE SOILS TESTING COMPANY. 3. THE CONTRACTOR SHAll CLEAR AND GRUB, ONLY THOSE PORTIONS OF THE SITE, NECESSARY FOR CONSTRUCTION. DISTURBED AREAS WILL BE SEEDED, MULCHED, OR PLANTED WITH OTHER APPROVED U\NDSCAPE MATERIAL IMMEDIATELY FOLLOWING CONSTRUCTION. 4. THE TOP 4" TO 6" OF GROUND REMOVED DURING CLEARING AND GRUBBING SHALL BE STOCKPILED AT A SITE DESIGNATED BY THE OWNER TO BE USED FOR U\NDSCAPING PURPOSES, UNLESS OTHERWISE DIRECTED BY THE OWNER. CLEARING AND GRUBBING NOTES (CON'T) 5. ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHALl BE DISPOSED OF OFF-SITE IN ACCORDANCE WITH APPLICABLE REGUU\TlONS. ONLY "GRADING BY HAND" IS PERMITTED WITHIN THE CANOPY LINE OF TREES THAT ARE TO REMAIN. S. THE CONTRACTOR IS TO OBTAIN All NECESSARY PERMITS FOR REMOVING ANY EXISTING STRUCTURES. 7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL UTILITY COMPANIES TO DISCONNECT OR REMOVE THEIR FACILITIES PRIOR TO REMOVING OR DEMOLISHING. 8. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAKING A VISUAL INSPECTION OF THE SITE AND WILL BE RESPONSIBLE FOR THE DEMOLITION AND REMOVAL OF ALL UNDERGROUND AND ABOVE GROUND STRUCTURES THAT WILL NOT BE INCORPORATED WITH THE NEW FACILITIES. SHOULD ANY DISCREPANCIES EXIST WITH THE PU\NS. THE CONTRACTOR SHALl BE RESPONSIBLE FOR CALLING THE OWNER AND REQUESTING A CLARIFICATION OF THE Pu\NS PRIOR TO DEMOLITION. 9. DURING CONSTRUCTION, ALl STORM SEWER INLETS IN THE VICINITY OF THE PROJECT SHALL BE PROTECTED BY SEDIMENT TRAPS SUCH AS SECURED HAY BALES, SOD, STONE, ETC. WHICH SHALl BE MAINTAINED AND MODIFIED AS REQUIRED BY CONSTRUCTION PROGRESS. 10. ALL EROSION AND SILTATION CONTROL METHODS SHAll BE IMPLEMENTED PRIOR TO THE START OF CONSTRUCTION AND MAINTAINED UNTIL CONSTRUCTION IS COMPLETE. 11. WHEN CONSTRUCTION IS COMPLETED, THE RETENTION/DETENTION AREAS Will BE RESHAPED, CLEANED OF SILT, MUD AND DEBRIS, AND RE-SODDED IN ACCORDANCE TO THE PlANS. 12. CONTRACTOR IS TO PROVIDE EROSION CONTROL/SEDIMENTATION BARRIER (HAY BALES OR SILTATION CURTAIN) TO PREVENT SILTATION OF ADJACENT PROPERTY, STREETS, STORM SEWERS, WATERWAYS, AND EXISTING WETU\NDS. WATER SYSTEM NOTES 1. ALL WATER MAINS SHAll HAVE A MINIMUM OF 3S INCHES OF COVER. 2. ALL WATER SYSTEM WORK SHALL CONFORM WITH LOCAL REGUu\TORY STANDARDS AND SPECIFICATIONS. 3. ALL DUCTILE IRON PIPE SHALl BE CLASS 52 IN ACCORDANCE WITH ANSI A 21.50 (AWWA C 150) AND ANSI A 21.31 (AWWA C 151) AND PIPE SHALL RECEIVE EXTERIOR BITUMINOUS COATING IN ACCORDANCE WITH ANSI A 21.6, 1 21.8 OR A 21.51 AND SHALL BE MORTAR LINED, STANDARD THICKNESS, AND BITUMINOUS SEALED IN ACCORDANCE WITH ANSI A (AWWA C 104-71). 4. ALL FITTINGS LARGER THAN 2" SHALL BE DUCTILE IRON CLASS 53 IN ACCORDANCE WITH AWWA C-110 WITH A PRESSURE RATING OF 350 PSI. JOINTS SHALL BE MECHANICAL JOINTS IN ACCORDANCE WITH AWWA C-111. FITTINGS SHALL BE CEMENT MORTAR LINED AND COATED IN ACCORDANCE WITH AWWA C-104. 5. ALL PVC WATER MAINS 4" THROUGH 12" SHALL BE IN ACCORDANCE WITH AWWA C-900. PIPE SHALL BE CLASS 150 AND MEET THE REQUIREMENTS OF SDR 18 IN ACCORDANCE WITH ASTM D-2241. 6. WATER MAIN PIPING OF LESS THAN 4" SHALL BE PER ASTM D2241-89. 7. ALL FITTINGS 2" AND SMALlER SHALL BE SCHEDUlLE 40 PVC WITH SOLVENT WELDED SLEEVE TYPE JOINTS. 8. ALL GATE VALVES 2" OR U>.RGER SHAll BE RESILIENT SEAT OR RESILIENT WEDGE MEETING THE REQUIREMENTS OF AWWA C509. 9. ALL FIRE HYDRANTS SHALL MEET THE REQUIREMENTS OF AWWA C502 AND SHALL BE APPROVED BY THE LOCAL UTILITY AND FIRE MARSIHALL 10. THE CONTRACTOR IS TO INSTALL TEMPORARY BLOW-OFFS AT THE END OF WATER SERVICE U\TERALS TO ASSURE ADEQUATE flUSHING AND DISINFECTION. 11. THRUST BLOCKING SHALL BE PROVIDED AT ALL FITTINGS AND HYDRANTS AS SHOWN ON DETAILS. 12. MATERIALS AND CONSTRUCTION METHODS FOR WATER DISTRIBUTION SYSTEM SHAll BE IN ACCORDANCE WITH THE LOCAL REGUu\TORY AGENCY CODES. 13. THE IRRIGATION SYSTEM SHAll HAVE COLOR PIPING AND LABELING ON THE PIPE TO INSURE DIFFERENTIATION FROM POTABLE WATER PIPING. WATER SYSTEM TESTING AND INSPECTlO,N REQUIREMENTS 1. ALL COMPONENTS OF THE WATER SYSTEM, INCLUDING FITTINGS, HYDRANTS, CONNECTION, ;\.,'D v;'\LVES SHAll REMAIN UNCOVERED UNTIL PROPERLY PRESSURE TESTED AND AC\.~EPTED BY THE OWNER'S ENGINEER. PRESSURE TESTS TO BE IN ACCORDA!\!CE "\T~ WATER DEPARTMENT SPECIFICATIONS. CONTRACTOR TO NOTIFY OWNER'S l:NGiNLER AND WATER DEPARTMENT INSPECTORS 48 HOURS IN ADVANCE OF PERFORM!NG TESTS. 2. NEW WATER WINS AFTER COMPLE'-,ON OF INSTALLATION OF NEW WATER MAINS, PRESSURE TESTING SHALL BE PERFORMEr' iN .4.CCORDANCE WITH THE LOCAL JURISDICTION WATER SYSTEM STANDARDS p.J.:iJ SPECIFICATIONS. CONTRACTOR TO PERFORM CHLORINATION. SAMPLING OF NEWNATER MAINS SHAll CONFORM WITH COUNTY PUBLIC HEALTH UNIT REQUIREMENTS AND RESULTS FORWARDED TO THE ENGINEER. UNDER NO CIRCUMSTANCES SHALL A NEW WATER SYSTEM BE PLACED INTO SERVICE UNTIL CERTIFICATION BY THE ENGINEER HAS BEEN COMPLffiD AND A RELEASE FROM COUNTY PUBLIC HEALTH UNIT HAS BEEN ISSUED. SANITARY SEWER NOTES 1. ALL SANITARY SEWER MAINS & U\TERALS SHAll HlAVE A MINIMUM OF 36 INCHES OF COVER. 2. ALL SANITARY SEWER MAINS & SERVICE LATERALS SHALl BE CONSTRUCTED OF POLYVINYL CHLORIDE PIPE, SDR 35 OR AS OTHERWISE INDICATED ON THE CONSTRUCTION DRAWINGS. 3. ALl SANITARY SEWER WORK SHAll CONFORM WITH LOCAL REGULATORY STANDARDS AND SPECIFICATIONS. 4. PRIOR TO COMMENCING WORK WHICH REQUIRES CONNECTING NEW WORK TO EXISTING LINES OR APPURTENANCES, THE CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF EXISTING CONNECTION POINT AND NOTIFY OWNER'S ENGINEER OF ANY CONFlICTS OR DISCREPANCIES. 5. PVC PIPE AND FITTINGS SHALL CONFORM TO ASTM SPECIFICATIONS DESIGNATION D-3034-77C, SDR 35. INSTALLATION OF SDR 35 PIPE SHALl BE IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF ASTM SPECIFICATION SECTION D2321. ALL SANITARY SEWER PIPELINES SHALl BE SOLID 'GREEN IN COLOR. 6. ALl PVC FORCE MAINS SHALL BE CLASS 2000, SIDR 21, COLOR GREEN, WITH A GREEN MAGNETIC TAPE A MINIMUM OF 2" WIDE, P'U\CED 1 FOOT BELOW THE PROPOSED GRADE. THE PRINTING ON THE MAGNETIC TAPE SHOULD READ "FORCEMAlN". 7. All DUCTILE IRON PIPE SHALL BE CLASS 52 IN ACCORDANCE WITH ANSI A 21.50 (AWWA C 150) AND ANSI A21.51 (AWWA C 151). DUCTILE IRON PIPE SHALL RECENE INTERIOR AND EXTERIOR BITUMINOUS COATING IN ACCORDANCE WITH ANSI A 21.6, A 21.8, OR A 21.51- 8. ALL SANITARY SEWER GRAVITY MAINS OR SANITARY SEWER FORCEMAINS THAT REQUIRE DJ.P. ARE TO BE POLYUNED OR EPOXY LINED. 9. ALL SANITARY SEWER COVERS SHALL BE TRAFFIC RATED FOR H-20 LOADING. SANITARY SEWER TESTING AND INSPECTION REQUIREMENTS 1. ALL GRAVITY SEWER PIPING SHAll BE SUBJECT TIO A TELEVISION INSPECTION BY THE OWNER'S CONTRACTOR. CONTRACTOR TO NOTIFY THE ENGINEER 48 HOURS IN ADVANCE TO SCHEDULE INSPECTION. 2. THE CONTRACTOR SHALL PERFORM AN EXFlLTRATlON TEST ON ALL GRAVITY SEWERS INSTALlED IN ACCORDANCE WITH THE REGULATION AGENCY HAVING JURISDICTION MAXIMUM ALLOWABLE LEAKAGE RATE: 100 GPD PER INCH PIPE DIAMETER PER MILE. TEST RESULTS ARE TO BE SUBMITTED TO THE REIGUu\TORY AGENCY FOR APPROVAL. COORDINATION AND NOTIFICATION OF All PARTIES IS THE CONTRACTOR'S RESPONSIBILITY. 3. ALL FORCE MAINS SHALL BE SUBJECT TO A HYDROSTATIC PRESSURE TEST IN ACCORDANCE WITH THE REGULATORY AGENCY HAVIING JURISDICTION. SAID TESTS ARE TO BE CREATED BY THE ENGINEER OF RECORD AND SUBMITTED TO THE REGULATORY AGENCY FOR APPROVAL. COORDINATION AND NOTIFICATION OF ALL PARTIES IS THE CONTRACTOR'S RESPONSIBILITY. WATER/SEWER CLEARANCE REQUIREMENTS VERTICAL CLEARANCE AT CROSSINGS GRAVITY SEWERS OR FORCE MAINS CROSSING UNDER: WATER MAINS SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 18 INCHES BElWEEN THE INVERT OF THE UPPER PIPE AND THE CROWN OF THE LOWER PIPE. THE CROSSING SHALL BE ARRANGED SO THAT THE SEWER JOINTS AND WATER JOINTS WilL BE EQUIDISTANT FROM THE POINT OF CROSSING WITH NO LESS THAN 10 FEET BETWEEN ANY TWO JOINTS. WHERE THE MINIMUM 18 INCH SEPARATION CANNOT BE MAINTAINED, ONE OF THE FOLLOWING METHODS OF PROTECTION SHALL BE UTILIZED: WATER/SEWER CLEARANCE REQUIREMENTS (CON'T) A. THE SEWER SHALL BE ENCASED IN CONCRffi FOR 20 FEET CENTERED ON THE CROSSING (10 FT. LINEAR SEPARATION BE.1WEEN JOINTS); B. THE SEWER SHAll BE INSTALLED WITH D.LP. FOR 20 FEET CENTERED ON THE CROSSING (10FT. LINEAR SEPARATION BElWEEN JOINTS); C. THE SEWER SHALL BE DESIGNED AND CONSTRUCTED EQUAL TO WATER PIPE, AND BE PRESSURE TESTED AT 150 PSI TO ASSURE WATER TIGHTNESS PRIOR TO BACKFILLING; OR D. EITHER THE WATER MAIN OR THE SEWER LINE MAY BE ENCASED IN A WATERTIGHT CARRIER PIPE WHICH EXTENDS 10 FEET ON BOTH SIDES OF THE CROSSING, MEASURED PERPENDICUU>.R TO THE WATER MAIN. THE CARRIER PIPE SHALL BE OF MATERIALS APPROVED BY THE DEPARTMENT FOR USE IN WATER MAIN CONSTRUCTION. ONE OF THESE METHODS SHAll ALSO BE UTILIZED WHEN THERE IS NO ALTERNATIVE TO SEWERS CROSSING OVER WATER MAINS. IN SUCH INSTANCES, ADEQUATE STRUCTURAL SUPPORT SHALl BE PROVIDED FOR THE SEWER TO MAINTAIN LINE AND GRADE. HORIZONTAL SEPARATION BE.1WEEN PARALlEL LINES GRAVITY SEWERS OR FORCE MAINS SHALl BE INSTAllED AT LEAST 10 FEET HORIZONTALLY FROM ANY EXISTING OR PROPOSED WATER MAIN. THE DISTANCE SHALL BE MEASURED EDGE TO EDGE. IN CASES WHERE IT IS NOT PRACTICAL TO MAINTAIN A 10FT. SEPARATION, THE WATER MAIN SHALL BE INSTALLED IN A SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF LOCATED ON ONE SIDE OF THE SEWER AND AT AN ELEVATION SO THAT THE BOTTOM OF THE WATER MAIN IS AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER, AND THE WATER AND SEWER JOINTS SHALL BE STAGGERED. IF IT IS IMPOSSIBLE TO OBTAIN PROPER HORIZONTAL AND VERTICAL SEPARATION AS DESCRIBED, BOTH THE WATER MAIN AND SEWER MUST BE CONSTRUCTED OF SLIP-ON OR MECHANICAL JOINT PIPE COMPLYING WITH PUBLIC WATER SUPPLY DESIGN STANDARDS OF THE DEPARTMENT AND BE PRESSURE TESTED TO 150 PSI TO ASSURE WATERTIGHTNESS BEFORE BACKFILLING. SANITARY SEWER/RECU\IMED WATER & POTABLE WATER/REClAIMED WATER SEPARATIONS WHEN THE RECLAIMED WATER LINE IS TRANSPORTING WATER FOR PUBLIC ACCESS IRRIGATION: MAXIMUM OBTAINABLE SEPARATION OF REClAIMED WATER LINES AND DOMESTIC WATER LINES SHALL BE PRACTICED. A MINIMUM HORIZONTAL SEPARATION OF 5 FEET (CENTER TO CENTER) OR 3 FEET (OUTSIDE TO OUTSIDE) SHAll BE MAINTAINED BE.1WEEN RECLAIMED WATER LINES AND EITHER POTABLE WATER MAINS OR SANITARY SEWER LINES. AN 18-INCH VERTICAL SEPARATION SHALL BE MAINTAINED AT CROSSINGS. WHEN REClAIMED WATER LINE IS TRANSPORTING WATER FOR NON-PUBLIC ACCESS IRRIGATION: THE RECU\IMED WATER MAIN SHALl BE TREATED LIKE A SANITARY SEWER, AND A 10 FEET HORIZONTAL AND 18 INCH VERTICAL SEPARATION SHAll BE MAINTAINED BE.1WEEN THE RECLAIMED WATER MAIN AND ALL EXISTING OR PROPOSED POTABLE WATER MAINS, NO MINIMUM SEPARATION IS REQUIRED BE.1WEEN THE REClAIMED WATER MAIN AND SANITARY SEWERS, OTHER THAN THAT NECESSARY TO ENSURE STRUCTURAL INTEGRITY AND PROTECTION OF THE LINES THEMSELVES. NOTE: WHEN IT IS IMPOSSIBLE TO OBTAIN PROPER HORIZONTAL AND VERTICAL SEPARATIONS AS STIPULATED ABOVE, DEP MAY ALLOW DEVIATION ON A CASE-BY-CASE BASIS IF SUPPORTED BY DATA FROM THE DESIGN ENGINEER. APPROVAL FOR THE DEVIATION MUST BE OBTAINED PRIOR TO CONSTRUCTION. GRADING AND DRAINAGE NOTES 1. ALL DELETERIOUS SUBSTANCE MATERIAL, (I.E. MUCK, PEAT, BURIED DEBRIS), IS TO BE EXCAVATED IN ACCORDANCE WITH THESE Pu\NS, OR AS DIRECTED BY THE OWNER'S ENGINEER, OR OWNER'S SOIL TESTING COMPANY. DELETERIOUS MATERIAL IS TO BE STOCKPILED OR REMOVED FROM THE SITE AS DIRECTED BY THE OWNER. EXCAVATED AREAS ARE TO BE BACKFILLED WITH APPROVED MATERIALS AND COMPACTED AS SHOWN ON THESE PU\NS. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXCAVATING AGAINST COLLAPSE AND WILL PROVIDE BRACING, SHEETING, OR SHORING, AS NECESSARY. TRENCHES SHALL BE KEPT DRY WHILE PIPE AND APPURTENANCES ARE BEING PU\CED. DEWATERING SHALL BE USED AS REQUIRED. 3. All STORM SEWER PIPE SHALL BE REINFORCED CONCRETE CLASS III (ASTM C-7S) UNLESS OTHERWISE NOTED ON PU\NS. 4. PVC STORM PIPE. 12" AND SMALLER SHALL CONFORM TO AWWA C-900, CLASS 150 STANDARDS, UNLESS OTHERWISE NOTED. 5. ALL DRAINAGE STRUCTURE GRATES AND COVERS WITHIN TRAFFIC AREAS SHALL BE TRAFFIC RATED FOR H-20 LOADINGS. 6. THE CONTRACTOR IS TO SOD THE RffiNTlON/DffiNTION POND liS INDICATED ON Pu\NS WITHIN ONE WEEK FOLLOWING CONSTRUCTION OF THE PO,ID. 7. MATERIALS AND CONSTRUCTION METHODS FOR STREETS AND STORM DRAINAGE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LOCAL REGtLATORY AGENCY. 8. ALL STORM STRUCTURES SHAll BE GROUTED TO THE INVERT ELEVATION(S) OF THE STORM PIPES(S). STORM PIPE SHALl BE SAW-CUT EVEN WITH THE STRUCTURE WA!.L(S). GROUT AROUND PIPES FOR WATER TIGHT AND SMOOTH FINISH. PAVING, GRADING & DRAINAGE TESTING AND INSPECTION REQUIREMENTS 1. THE STORM DRAINAGE PIPING AND FILTRATION SYSTEM SHALL BE SUBJECT TO A VISUAL INSPECTION BY THE OWNER'S SOILS ENGINEER PRIOR TO THE PLACEMENT OF BACKFILL. 2. THE CONTRACTOR SHALL MAINTAIN THE STORM DRAINAGE SYSTEMS UNTIL FINAL ACCEPTANCE OF THE PROJECT. 3. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE APPLICABLE TESTING WITH THE SOILS ENGINEER. TESTS WILL BE REQUIRED PURSUAIlT WITH THE TESTING SCHEDULE FOUND IN THE ENGINEERING CONSTRUCTION DRAWINGS. UPON COMPLETION OF THE WORK, THE SOILS ENGINEER MUST SUBMIT CERTIFICATIONS TO THE OWNER'S ENGINEER STATING THAT ALL REQUIREMENTS HAVE BEEN MET. PAVING NOTES 1. PRIOR TO CONSTRUCTING CONCRETE PAVEMENT, THE CONTRACTOR IS TO SUBMIT A PROPOSED JOINTING PATTERN TO THE OWNER'S ENGINEER FOR APPROVAL 2. THE CONTRACTOR IS TO PROVIDE A 1/2" BITUMINOUS EXPANSION JOINT MATERIAL WITH SEALER, AT ABUTMENT OF CONCRETE AND ANY STRUCTURE. 3. All PAVEMENT MARKINGS SHALL BE MADE WITH TRAFFIC PAINT IN ACCORDANCE TO FOOT STANDARD SPECIFICATIONS 971-12. PARKING STALL STRIPING TO BE 4" WIDE PAINTED WHITE STRIPES. 4. THE CONTRACTOR IS TO INSTALL EXTRA BASE MATERIAL WHEN THE DISTANCE BElWEEN THE PAVEMENT ELEVATION AND THE TOP OF THE PIPE OR BEll IS LESS THAN TWELVE (12) INCHES. 5. STANDARD INDEXES REFER TO THE LATEST EDITION OF FOOT "ROADWAY AND TRAFFIC DESIGN STANDARDS." S. PAVEMENT IN THE PROPERTY SHALL CONSIST OF 1-1/2" ASPHALT, TYPE S-3, ON S" L1MEROCK BASE COMPACTED TO 98% OF MAXIMUM DENSITY, ON SUB-BASE COMPACTED TO 98% OF MAXIMUM DENSITY PER AASHTO T -180. 7. THE CONSTRUCTION OF PAVEMENT WITHIN RIGHT-OF-WAY MUST MEET THE FOllOWING CRITERIA: ASPHALTIC CONCRffi: .3,-INCH (PC-1), BASE: 10.5-INCH FDOT CERTIFIED COMPACTED TO 98% MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180. SUBBASE: 12-INCH STABILIZED TO 40 LBR AND COMPACTED TO 98% MAXIMUM DENSITY AS DETERMINED BY AASHTO T -180. RIGHT OF WAY NOTES 1. ALL R.O.W. INSTALLATIONS WILL BE IN ACCORDANCE WITH PRACTICES REFERENCED IN THE STATE OF flORIDA UTILITIES ACCOMMODATIONS MANUAL 2. ALL DESIGN AND CONSTRUCTION MUST CONFORM TO THE MINIMUM STANDARDS SET DOWN IN PINELLAS COUNTY LAND DEVELOPMENT, ZONING AND/OR RELATED ORDINANCES, AND MINIMUM TESTING FREQUENCY REQUIREMENTS. 3. SIGNS AND BARRICADES SHALL BE IN ACCORDANCE WITH THE US DEPARTMENT OF TRANSPORTATION'S "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" AND THE flORIDA DEPARTMENT OF TRANSPORTATION'S "DESIGN STANDARDS" INDEXES 600 THROUGH 670 (LATEST EDITIONS). 4. INSTALLATION INVOLVING CONCRETE AND ASPHALT DRrvEWAY, IN GOOD CONDITION MUST BE ACCOMPLISHED BY JACK AND BORE OR PUSHING. NO JETTING IS ALLOWED. 5. COMPACTION FOR PIPE BACKFILL SHALL COMPLY WITH AASHTO T-99(100%). 6. DISTURBED AREA WITHIN THE R.O.W. WILL BE COMPACTED TO 100% OF MAXIMUM DENSITY AND SODDED. 7. Am PORTION OF THE ROADWAY THAT SUSTAINS EXCESSIVE CONSTRUCTION RELATED DAMAGE, IN THE OPINION OF PINELLAS COUNTY HIGHWAY DEPARTMENT, SHALL BE REPAIRED AT CONTRACTOR EXPENSE IN A MANNER SPECIFIED BY PINELLAS COUNTY HIGHWAY DEPARTMENT. 8. SAFE PEDESTRIAN TRAFFIC IS TO BE MAINTAINED AT ALL TIMES. 9. ANY SIDEWALK WHICH BECOMES UNDERMINED MUST BE REMOVED AND REPLACED. SIDEWALKS ARE TO BE RECONSTRUCTED WITHIN THREE(3) DAYS AffiR REMOVAL. WHEN EXISTING SIDEWALK IS REMOVED, IT IS TO BE REMOVED AT THE NEAREST JOINT. 10. NO STOCKING OF MATERIAL IN ROADWAY OR ON SIDEWALK; ALL DIRT OR DEBRIS WILL BE REMOVED FROM THE JOB SITE DAILY. ROADS AND SIDEWALKS ARE TO BE SWEPT DAILY AS PART OF DAILY CLEAN-UP. 11. SIGNS AND BARRICADES FOR MAINTENANCE OF TRAFFIC Pu\N REFERENCE INDEXES 600 THRU 605 ROADWAY & TRAFFIC DESIGN STANDARDS. RIGHT OF WAY NOTES (CON'T) 12. SAW CUT EXISTING EDGE-OF-PAVEMENT PRIOR TO DRIVEWAY CONSTRUCTION. 12. DISTURBED AREA WITHIN THE RIGHT OF WAY WILL BE COMPACTED TO 100% OF MAXIMUM DENSITY AND SODDED. 13. PROVIDE A MINIMUM OF 3" COVER OVER UTILITIES AT ALL DITCH CROSSINGS. 14. NO STREET SHALL BE CLOSED WITHOUT THE WRITTEN PERMISSION OF THE PINELU\S COUNTY TRAFFIC DIVISION. AT LEAST 48 HOUR ADVANCE COORDINATION IS REQUIRED. 15. THE PERMITTEE'S ATTENTION IS DIRECTED TO THE PROVISIONS OF THE TRENCH SAFETY ACT (flORIDA STATUTES, 553.60 et. seq.) AND THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION EXCAVATION SAFETY STANDARDS (29 CFR SECTION 1925.650, SUBPART B) WHICH SHALL APPLY TO CONSTRUCTION, OPERATION AND MAINTENANCE PURSUANT TO THIS PERMIT. 1S. DRIVEWAY TO BE CONSTRUCTED TO FOOT INDEX 515. 17. EROSION CONTROL AND SHOULDER SODDING SHAll CONFORM TO FOOT INDEX #104 & 105. 18. MAINTENANCE OF TRAFFIC TO BE IN ACCORDANCE WITH FOOT INDEX # 604 OR OTHER AS APPLICABLE. CONTRACTOR'S RESPONSIBILITY NOTE IT IS THE CONTRACTOR'S RESPONSIBILITY TO PERFORM A SURVEY (ACCOMPANIED BY THE ARCHITECT AND OWNER) OF THE ENTIRE PROJECT AREA INCLUDING BUILDING(S) AND SITE IMMEDIATELY UPON OCCUPYING THE WORK AREA AND BY PHOTOGRAPHIC AND WRITTEN CORRESPONDENCE DETAILING ANY AREAS THAT ARE NOT IN A FIRST CU\SS CONDITION (SURFACES THAT ARE UNBROKEN, NON-CRACKED, NON-RUSTING, WITHOUT CHIPS, WITHOUT SPLINTERS, OF TEXTURE MATCHING ITS SURROUNDING, WITH NEW APPEARING FINISHES, AND OPERATING AS ORIGINALLY DESIGNED OR INTENDED TO OPERATE) WHICH WILL REMAIN IN THEIR PRESENT CONDITION AT THE CONCLUSION OF THE PROJECT. THE CONTRACTOR Will BE RESPONSIBLE FOR PROVIDING THE OWNER A COMPLETE PROJECT IN FIRST CLASS CONDITION MEETING INDUSTRY WilDE STANDARDS IN QUALITY AND PERFORMANCE THROUGHOUT THE ENTIRE PROJECT AREA BUILDING(S) AND SITE (REGARDLESS OF WHETHER AN AREA IS SPECIFICALLY IDENTIFIED WITHIN THE DRAWINGS AND SPECIFICATIONS OR NOT) UNLESS A PARTICULAR AREA HAS BEEN DESCRIBED IN THE AFOREMENTIONED PHOTOGRAPHS AND WRITTEN DETAILS. CONTRACTOR HAS THE RESPONSIBILITY TO PROTECT THE EXISTING BUILDING(S) UTILITIES AND SITE THROUGHOUT THE PROJECT TIME FRAME. SHOULD, DURING THE COURSE OF THE WORK, ANY AREA OF THE BUILDING(S) AND/OR UTILITIES AND/OR THE SITE BECOME DAMAGED AND THAT AREA WAS NOT SPECIFICALLY CALLED OUT TO BE A PART OF THE CONSTRUCTION, THE CONTRACTOR SHALl REPAIR AND/OR REPu\CE THE DAMAGED AREA TO THE SATISFACTION OF THE ARCHITECT AND OWNER AT NO ADDITIONAL COST TO THE OWNER. AS A PART OF THESE DOCUMENTS, A SITE SURVEY AND/OR SITE DATA, WHEN PROVIDED, AND Am ADDITIONAL INFORMATION THAT MAY BE PROVIDED IS FOR INFORMATIONAL PURPOSES ONLY, THE OWNER AND HIS AGENT ASSUME NO RESPONSIBILITY FOR THEIR PREPARATION, COMPLETENESS NOR ACCURATENESS AND THE CONTRACTOR IS FULLY RESPONSIBLE WHEN USING SAID SOURCES. THE CONTRACTOR SHOULD USE SUCH INFORMATION ONLY AS A GUIDE TO THE SUSPECTED LOCATION OF UNDERGROUND SERVICES, INCLUDING BUT NOT LIMITED TO: WATER SUPPLY STORM SEWER ELECTRICAL POWER IRRIGATION LINES FIBER OPTIC CABLES FIRE ALARM SYSTEM CABLES CONTROL WIRING SYSTEMS SANITARY SEWER NATURAL AND LP GAS LINES REClAIMED WATER SUPPLY T.V. CABLES TELEPHONE CABLES SECURITY WIRING SITE UNDERGROUND MECHANICAL INCLUDING INSULATION IT Will BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE SPECIFIC LOCATION OF THE UNDERGROUND SERVICES BY CAREFUL HAND EXCAVATION ONLY UNLESS OTHER MEANS ARE APPROVED BY ARCHITECT AND OWNER BEFORE BEGINNING THE WORK. THE CONTRACTOR SHALL REPu\CE OR REPAIR, PER SPECIFICATIONS, ANY AND ALL DAMAGED UNDERGROUND SERVICES AS LISTED ABOVE AT NO ADDITIONAL COST TO THE OWNER. 1. TRENCH EXCAVATION - INCLUDE OSHA STANDARD 29 CFR, SECTION 1926.650 SUBPART P, WHICH IS NOW A PART OF U\WS OF flORIDA CHAPTER 90-96. - THE CONTRACTOR SHALL PROVIDE WRITTEN ASSURANCE OF COMPLIANCE WITH THIS LAW. - A SEPARATE COST ITEM IDENTIFYING THE COST OF COMPLIANCE. - A TRENCH SAFETY SYSTEM SHALl BE DESIGNED BY THE CONTRACTOR, AND APPROVED BY THE ENGINEER. 2. ALL RffiNTION AREAS, STORM SEWER PIPING, STORM SEWER STRUCTURES, ETC. MUST BE IN PLACE AS PART OF THE FIRST PHASE OF CONSTRUCTION. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ACCOMMODATE POSITIVE DRAINAGE THROUGHOUT CONSTRUCTION TO AVOID FLOODING OF THE ADJACENT PROPERTIES. ANY FLOODING THAT MAY OCCUR DUE TO HIS WORK Will BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR 3. THE USE OF ELECTRONICALLY STORED DATA IS INTENDED FOR INFORMATIONAL PURPOSES ONLY AND NOT TO BE USED FOR CONSTRUCTION. CONTRACTOR MUST UTILIZE SIGNED AND SEALED DOCUMENTS FOR CONSTRUCTION. RECEIVED FEB 0 3 2005 PlANNING DEPARTMENT Cl1V OF CLEARWATER ORIGINAL NOTE TO CONTRACTOR THE CONTRACTOR SHALL PROVIDE CERTIFIED RECORD DRAW- INGS, SIGNED AND SEALED BY A PROFESSIONAL LAND SURVEYOR. THE RECORD DRAWINGS SHALL SHOW FINAL GRADES FOR RETENTION BASIN(S), CONTROL STRUCTURE(S), INLETS & PIPES WITH TOP & BOTTOM ELEVATIONS, INVERTS & DIMENSIONING OF SLOT & BAFFLE. LOCATIONS OF ALL UTILITIES INCLUDING THE SANITARY SEWER AND WATER PIPING. THE CONTRACTOR SHALL PROVIDE TWO COPIES OF THE CERTIFIED RECORD DRAWINGS TO THE ENGINEER. THE AFOREMENTIONED RECORD DRAWINGS SHALL BE SUFFICIENT ENOUGH IN DETAIL TO BE ACCEPTABLE BY AGENCIES HAVING JURISDICTION. GENERAL CONSTRUCTION NOTES 1. ALL DESIGN AND CONSTRUCTION MUST CONFORM TO THE MINIMUM STANDARDS SET DOWN IN PINELLAS COUNTY U\ND DEVELOPMENT, ZONING AND / OR RELATED ORDINANCES. 2. ALl ELEVATIONS ARE REFERENCED FROM NATIONAL GEODETIC VERTICAL DATUM. 3. LOCATIONS, ELEVATIONS. AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES. AND OTHER FEATURES ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PU\NS. THE CONTRACTOR Will VERIFY THE LOCATIONS, ELEVATIONS, AND DIMENSIONS OF ALL EXISTING UTILITIES, STRUCTURES AND OTHER FEATURES AFFECTING THIS WORK PRIOR TO CONSTRUCTION. 4. THE CONTRACTOR SHAll CHECK THE PLANS FOR CONFLICTS AND DISCREPANCIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE OWNER'S ENGINEER OF ANY CONFLICTS OR DISCREPANCIES BEFORE PERFORMING ANY WORK IN THE AFFECTED AREA. 5. THE CONTRACTOR SHAll EXERCISE EXTREME CAUTION IN AREAS OF BURIED UTILITIES, AND SHALL PROVIDE AT LEAST 48 HOURS NOTICE TO THE VARIOUS UTILITY COMPANIES, IN ORDER TO PERMIT MARKING THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES, IN ADVANCE OF CONSTRUCTION, BY CALLING "SUNSHINE" AT 1-800-4.32-4770. MINIMUM OF 2 DAYS AND MAXIMUM OF 5 DAYS PRIOR TO THE START OF CONSTRUCTION THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL UTILITIES NOT INCLUDED IN THE "SUNSHINE" PROGRAM. 6. CONTRACTOR IS ::.OLELY RESPONSIBLE FOR CONSTRUCTION SAFETY. SPECIAL PRECAUTIONS MAY BE REQUIRED IN THE VICINITY OF POWER LINES AND OTHER UTILITIES. 7. ALL UNDERGROUND UTILITIES MUST BE IN PLACE AND TESTED AND INSPECTED PRIOR TO BASE AND SURFACE CONSTRUCTION. 8. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR WITH THE PERMIT AND INSPECTION REQUIREMENTS OF THE VARIOUS GOVERNMENTAL AGENCIES. THE CONTRACTOR SHALl OBTAIN All NECESSARY PERMITS PRIOR TO CONSTRUCTION, AND SCHEDULE INSPECTIONS ACCORDING TO AGENCY INSTRUCTION. 9. THE CONTRACTOR SHALL SUBMIT FOR APPROVAL TO THE OWNER'S ENGINEER; SHOP DRAWINGS ON ALL PRECAST AND MANUFACTURED ITEMS FOR THIS SITE. FAILURE TO OBTAIN APPROVAL BEFORE INSTALLATION MAY RESULT IN REMOVAL AND REPu\CEMENT AT THE CONTRACTOR'S EXPENSE. All SHOP DRAWINGS ARE TO BE REVIEWED AND APPROVED BY THE CONTRACTOR PRIOR TO SUBMITTAL TO THE OWNER'S ENGINEER. 10. AT LEAST THREE (3) WORKING DAYS PRIOR TO CONSTRUCTION, THE CONTRACTOR SHAll NOTIFY THE ENGINEER AND APPROPRIATE AGENCIES, AND SUPPLY THEM WITH ALL REQUIRED SHOP DRAWINGS, THE CONTRACTOR'S NAME, STARTING DATE, PROJECTED SCHEDULE, AND OTHER INFORMATION AS REQUIRED. ANY WORK PERFORMED PRIOR TO NOTIFYING THE ENGINEER, OR WITHOUT AGENCY INSPECTOR PRESENT, MAY CE SUBJECT TO REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE. 11. BACKFIll MATERIAL SHALl BE SOLIDLY TAMPED AROUND PIPES IN S" LAYERS UP TO A LEVEL OF Ai LEAST ONE FOOT ABOVE THE TOP OF THE PIPE. IN AREAS TO BE PAVED, BACKFILL SHALL BE COMPACTED TO 1 00% MAXIMUM DENSITY AS DETERMINED BY MSHTO T -99 12. SITE WORK CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF AT LEAST 3,000 P.S.I. IN 28 DAY~, UNLESS OTHERWISE NOTED. 13. All PRrvATE AND PUBLIC PROPERTY AFFECTED BY THE WORK SHALL BE RESTORED 10 A CONDITION EQUAL TO OR BETTER THAN EXISTING CONDITIONS UNLESS SPECIFICALLY EXEMPTED BY THE PLANS. ADDITIONAL COSTS ARE INCIDENTAL TO OTHER CONSTRUCTION AND NO EXTRA COMPENSATION IS TO BE ALLOWED. 14. All DISTURBED l,.;EAS WHICH ARE NOT TO BE SODDED, ARE TO BE SEEDED AND MULCHED TO DOT STANDARDS, AND MAINTAINED UNTIL A SATISFACTORY STAND OF GRASS, ACCEPTAE'I..E TO THE REGUu\TORY AGENCY AND ENGINEER OF RECORD, HAVE BEEN OBTAIN::;:. ANY WASHOUTS, REGRADING, RESEEDING, AND GRASSING WORK, AND OTHER EROSiON WORK REQUIRED, WILL BE PERFORMED BY THE CONTRACTOR, AT HIS EXPENSE, UNTIL THE SYSTEM IS ACCEPTED FOR MAINTENANCE, BY THE REGULATORY AGENCY AND ENGINEER OF RECORD. 15. THE SOILS EI\!G!"!r::::R IS TO SUPPLY THE ENGINEER WITH A PHOTOCOPY OF ALL COMPACTION TES'S, AND ASPHALT RESULTS. THE SOILS ENGINEER IS TO CERTIFY TO THE ENGINE:'.J: OF RECORD, IN WRITING, THAT ALL TESTING REQUIREMENTS, REQUIRED BY TW' LOCAL REGULATORY AGENCY, AND THE flORIDA DEPARTMENT OF TRANSPO~'f'ATaN (fOOT), FOR THE IMPROVEMENTS, AS REQUIRED BY THE ENGINEERiNG CONSTRUCTION DRAWINGS, HAVE BEEN SATISFIED. 16. THE CONTRACTOR SHALL MAINTAIN A COPY OF THE APPROVED PU\NS AND PERMITS AT THE CONSTRUCTION SITE. 17. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND METHODS FOR CONSTRUCTION S:TE SAFETY. 18. ALL SODDING, SEEDING AND MULCHING SHALL INCLUDE WATERING AND FERTILIZATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THESE AREAS UNTIL THE PROJECT IS COMPLETED AND ACCEPTED BY THE OWNER. 19. ALL PIPE LENGTHS ARE PLUS OR MINUS. PIPE MEASUREMENTS ARE CENTER TO CENTER OF STRUCTURES OR FITTINGS. PIPE MEASUREMENTS FOR MITERED END SECTIONS ARE TO END OF PIPE. 20. EXISTING PAVEMENT SHALl BE SAW-CUT WHERE NEW PAVEMENT IS TO BE ADDED OR EXISTING PAVEMENT TO BE ELIMINATED. 21. ADJUSTMENTS OF INLETS, JUNCTION BOXES, MANHOLE TOPS, WATER VALVES, WATER MffiRS, ETC., SHALl BE INCLUDED IN THE CONTRACTOR'S BID AND NO CLAIM SHALL BE MADE AGAINST THE OWNER OR ENGINEER FOR THESE ADJUSTMENTS, IF REQUIRED. 22. All BACKFILL OV;::R ANY PIPE (STORM SEWER, SANITARY SEWER, OR WATERLINES) THAT IS INSTALlED UNDER ROADWAYS OR WITHIN THE EMBANKMENT OF THE ROADWAY, SHALL BE COMPACTED IN ACCORDANCE WITH F.D.O.T. STANDARD SPECIFICATIONS, SECTION 125-8.3, LATEST EDITION. 23. THE CONTRACTOR PERFORMING TRENCH EXCAVATION, IN EXCESS OF 5' FEET IN DEPTH, SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION'S (OSHA) TRENCH EXCAVATION SAFElY STANDARDS, 29 C.F.R., S.1926.650, SUBPART P, INCLUDING ALL SUBSEQUENT REVISIONS OR UPDATES TO THE STANDARDS AS ADOPTED BY THE DEPARTMENT OF LABOR AND EMPLOYMENT SECURITY (DLES). 24. CONTRACTOR TO COORDINATE THE POINTS OF CONNECTIONS OF THE UTILITIES WITH DIFFERENT SUBS. SITE CONTRACTOR TO CONSTRUCT THE UNDERGROUND INFRASTRUCTURES i.e. SANITARY SEWER, STORM SEWER, WATER LINES, FIRE LINES, ETC., TO 5' OUTSIDE OF THE BLDG(S). THE PLUMBING CONTRACTOR IS TO CONNECT AND MEET THE INVERT ELEVATIONS OF THE SAID UTILITIES. ANY UTILITY WORK PERFORMED WITHIN 5' OF THE BLDG. SHAll BE THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR. ALL WORK SHAll COMPLY WITH ALl APPLICABLE FEDERAL, STATE, AND LOCAL CODES, ORDINANCES AND REQUIREMENTS. 25. All WORK SHALl BE PERFORMED AND FINISHED IN A WORKMANLIKE MANNER TO COMPLETE SATISFACTION OF THE ARCHITECT/ENGINEER IN ACCORDANCE WITH THE BEST RECOGNIZED TRADE PRACTICES. 2S. DEVIATIONS TO THESE PU\NS AND SPECIFICATIONS WITHOUT CONSENT OF THE ENGINEER MAY BE CAUSE FOR THE WORK TO BE UNACCEPTABLE. DEVIATIONS SHALL RECEIVE WRITTEN APPROVAL FROM THE ENGINEER. 27. SIGNS, BUFFER WALLS & FENCES ARE SUBJECT TO SEPARATE SUBMITTAL(S) AND PERMITTING. DEVIATIONS SHALL RECEIVE WRITTEN APPROVAL FROM THE ENGINEER. .. J z ~~ 0 00 - CO \I l- I . .. ~" 'llltZ I- 'lilt; ~ -A. 0 t-t"'" ""0 Dr "-z '^ -- Z X~ <( .x ~ "'\1 I- 0. 1M ~... CO"'" . ",,1M IZ ... M.. .. ...... 'IIIt~ ... i::~ Z ""I 1M .--IM t - z 0 " > Z 1M ... I tii ~ . 0 M \J 0. Z "'11\ - CII\ Z :)"- "",M Z M .. <( .... ... ~O A. ~- ...~ ~ "",0 .... Z 0'" <( Z .. .m ... ....... 1M. . ~~ ... ....~ - \I. 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THESE. ~ ME NOT VALID UNLESS EM80SSEO- WITH THE SIGNING ENGINEER'S SEAL ~ C1.2 ;~ DEMOLITION NOTES LEGEND DEMOLITION OF THE SITE INCLUDES THE REMOVAL/RELOCATION OF ALL EXISTING STRUCTURES WITHIN PROJECT AREA. PAVING AND BASE, UTILllY LINES (SANITARY SEWER, STORM PIPES, WATER LINES, POWER POLES, OVERHEAD AND UNDERGROUND POWER AND TELEPHONE CABLES. GAS LINES, TREES. SHRUBS, ETC.) AND IS NOT LIMITED TO WHAT'S SHOWN. REMOVE: r ':-.~. ':" ":., >'~ j .; .~~<l."--4". .-:" ..:..~ :...: .. : .:{ -~ .. "':: -":....... ....- . CONCRETE ITJ m m [!] @] [I] II] ~ m I@ lIT] ~ [1]] ~ REMOVE CONCRETE PADS AND CONCRETE WALKS TO THE NEAREST EXPANSION JOINT. REMOVE ASPHALT AND BASE. REMOVE EXISTING STRUCTURE AND FOOTING. REMOVE EXISTING WALL. REMOVE/RELOCATE TREE. REMOVE CURBING TO THE NEAREST EXPANSION JOINT. REMOVE FENCE AND GATE AND ASSOCIATED POSTS. REMOVE/RELOCATE TRANSFORMER AND BOLLARDS. REMOVE WOOD WALKWAY AND WOOD DECK. REMOVE PLANTERS, BRICK PAVERS AND POOL. REMOVE SIGN AND FlAG POLE. REMOVE EX. DRIVEWAY REMOVE EX. LIGHT POLE AND ASSOCIATED O.H.W. COORDINATE W / PROGRESS ENERGY. REMOVE EX. RAISED WOODEN STAGE, WOOD DOCK AND WALK, WOOD HAND RAILS. 15 ALL CAVllY & EXCAVATION RESULTING FROM REMOVAL OF TREES, SHRUBS, PIPES, INLETS, GREASE TRAPS, SIGN. AND POLE BASE SHALL BE FILLED WITH APPROVED SUITABLE MATERIAL AND COMPACTED IN 12" LIFTS TO 95% OF MAX DENSllY. 16 OFF-SITE DISPOSAL OF STRUCTURES, UTILITIES AND CONSTRUCTION DEBRIS SHALL OCCUR IN SOUD WASTE DISPOSAL FACILITIES APPROVED BY F.D.E.P.. AND PINELLAS COUNlY. ALL UTILITY POLE RELOCATIONS TO BE COORDINATED WITH THE OWNERS OF SUCH FACILITIES AS-NOTED ON DRAWINGS. THE POLE RELOCATIONS WILL ACCOMMODATE THE PROPOSED SIDEWALK AND/OR DRIVE APRON(S) INSTALLATION WITHIN THE RIGHT -OF-WAYS OF THE ADJACENT STREETS. \.br~ 52 -.J i-Q) C/)S;:- ::JG.j fE:::; >--!:; -.J::J ~0 [;52: i-::J 0:::0 'ZV) 311) -.JC\1 CD ~ L=247.98' R=2700.00' ,6.=05.15' 44" C LEN=247.89'(P) 247.91(M) BRG=S 62'50'25" E(P) ~BRG=S 62.50'56" E(M) ...... ~ o's~ ...... ~ 6~ f 6.S~ ~ '-.. ~ '-.. O~p " ~j:1'y h.li'ti!o~ ~~d~ " ""',, CURB f//~~ SOU "1/0 ~ VERI SON ~6''O'6 0J CABLE ROUTE ~ .ARKER 'OJ,?> ............ '-.. 1.0S ~ ~ TEMPORARy........ SILT SCRE iN (TYP.) 1.~1 3.1'0 ~ "" 13 ~ "" POOL DECK SAND BEACH ~,A-9 \ ,'OS y ~ /?~ ~/; ~ 1 ,So 12" ~%~3" " ~,\br "l" ~ 'IlO" ~;;- -r)) " <"~~ 7~~ <1k ~'" SAND BEACH 6 ,Of< 'Sf" ro,!!rB A) --10' J'l '" ,Q ...... ~ f ~'O~ 6.03 " ~~~~w:; SAN, ~~6.?0 ' , t", '-.of< " U~ EX.12" " WA TER , FIRE HYDRANT ~SEMBL Y '" TEMPORARY SILT SCREEN (TYP.) 1.\'\ 1.9~ o ::? '0.09 C/) " CO Ct:~ ~2f3 o::?<:( I- - Q ~~ 0<.0 -.J a ~ l.{) ~ :z: 0 f'-- /-.OOco ::?()QJ~ LLJ 0 :z: a j::: 2: 2:: ~o o () () RECEIVED FEB 0 3 2005 PLANNiNG DEPARTMENT cnv OF CLEARWATER SCALE, 1..20' 20 o 10 20 .'.-- ORIGINAL -;'J:: I , J b\) EB #5936 " Z ;it o 00 - co'" I- . . """ 4iO " '" "It Z ... "It ii ~ -At o ~Q A. t:z Z xi <( .x ~ ...", L. 0.... .- ~ f- co:: · ~z ... M.. """ -.... ~ -.. I- ~t Z "'. ... to- III t - z o ~ - > Z ... . 0 M ,,0. Z - Z Z <( .. A. a z <( .. "'11\ CII\ :)to- "'= .. .... t:iA ~- ...~ ",0 ... a'" z .. .m "'1- .... . ~~ .. ... ~ - "'. > ....... - 0... \I ~'" ,--,,-----. ....,...-~....,.".--~......--- '"'"'i.....'l----~~~----~--.----~- 1"' ' < ~ ,f j , ~ I , , ~ ~, j ,I , 1 I " I NES Comm.: 0450 I I Drawn By: I.B. I I Checked By: H.G. I 40 z <( ....J 11. W I- - CI) Z o - I- - --I o :i LLI C '; ., im~"...., _. ~. .'r . THIS DRAWING IS AN INSTR, e.rr "pr' SERVICE' ~o. SHA,u.' REMAIN THE PROPERTY OF THE ENGINEER, AND SHAlL NO, B R RODUCED.. PUBUSHED ,OR USED iN ANY WAY WITHOUT THE CONSENT OF THE EN N "'" ~',;L (C)COPYRIGHT 2004 NOT PUBUSBED '<.'\,\5; ] -- - .~ . :...::.. I. t f~ ._ ~-~:. _. . .,," ~.!lSIO) RAMAf'!UJAC'H~~IM~~iN, P.E#38688 COPIES OF THEs~ FtJ.HS ARE NOT VAUD UNLESS EMBOSSED WITH THE SIGNING ENGINEER'S SEAL ~ , , / / 08/01/04 Descri tion PER CITY -I W I-- 0 :c LLI C Z ~ II) II) ..... C) ('II') ('II') . 0:: .<1: Cc W >- ....J~ I- UlO ~ 3:....J wLL:. -0:: >w 0::: ~I- <:c ::)~ I w C!~ i (1)<1: -I It)W (.) 1.t)....J <.0(..) C2.1 52 --J 1-C1J VJ~ ::JLu E:5;; ;>-!:J --J~ 3j0 G5~ I-::J 0::0 '(VJ f5l[) --JC\j CO ~ ~ '" '" L=247.98' R=2700.00' 6=05.15' 44" C LEN=247.89'(P) 247.91(M) BRG=S 62.50'25" E(P) ~ BRG=S 62.50'56" E(M) ~ ~ " *13" 9* *12" O~p ~Jf1 r /f. '78trO~ ~' €v ~~OU ~~ 2' ,^UJ" '''' R/~.eV SOU ~~/Q) 7'q ~0J "" .. <I .... -... .. f\.) -Ao o O~ o ,.,.,1: ........ ~ PARKING LOT INTERIOR LANDSCAPING (TYP.) UNDERGROUND TREATMENT VAULT ~I w C?I ? '-.,; -... 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Z ~t o 00 - CI:) ~ ... ." ..( ~z ... ~~ ~ -A. o ~~ A. !:z Z xi ..( ..:z: ~ Yo '" L.. ~ 1M r- ~ ... co'" · ':4~ ... "".. ~ ..... ~ ":c ... ~~ Z M. 1M ~IM t - z o " > Z ... . 0 "" " ~ Z IM,^ - ... '^ Z -~ :,)"" Z ~ "" ..( ..... - I: Q A. e::=- ...e::= ~ "'9 Z QUo ~ Z .. -.... .. Ii ... ...... ua.. . ~~ _ .. e::= -"'.. > .. III - 0... \J ~\I I - -~~,--- --'- -,- - --; ----"-------I--~:-"-- ,-- - I - , ,- - ' t , ~ 1! 1 I I , i ~, I NES Comm.: 0450 I I Drawn By: LB. I I Checked By: H.G. I z <C -.I 0- W I- - U) C) Z - :=ac: i! U) e.oA# -- . ..... / / 08/01/04 Descri tion PER CI1Y -I W I-- 0 ::c LLI C Z ~ It) II) ..... e.-, M M . er:: Oct Co W >- .....0:: I- "'0 ~ 3:....1 wLL:. ....~ >w 0:: ~..... <C ::J~ C'!~ LLI U)<t ..J II)W (.) II)...J CQ(..) C3.1 '1./!'~ ~ 'O.S~ "'- ~ f 'O,S? ~ 6::10 1.'1.1 'jJ~ "'- ~ "'- *13" g?k *12" 'O,!ir'O L=247.98' R=2700.00' L1=05.15' 44" C LEN=247.89'(P) 247.91(M) BRG=S 62050'25" E(P) ~ BRG=S 62.50'56" EeM) 'O''b~,----- "'- 1.0? 6,5'6 ......... ~ EXIST :J GROUND .L ......... 52 -.J f-ClJ CJ)~ ::JLu fE5; >-5 --J::J ~() L5iE f-::J 0::0 'J::CJ) {Sl0 --JC\j co ~ ~ f ~'b't 1'1 UNDERGROUNd' TREA TMENT VAULT ( SEE DETAIL) t;{ \>, . 118 L @ .F'. Or " 0.34% !b" pVc 1.\'1 TEMPORARY SILT SCREEN (TYP.) TEMPORA~,Y SilT SCRE':N (TYP.) POOL DECK 8 ~ - 1.9'1. o 2 "" "" 1 'j ~ '" '0.69 CJ) ~ co Ct:~ ~2t5 02.;;;( I-- - Q ~~ 0<.0 -.J a ~ lI) ~ 2: Of'... I-- 0 0 <.0 2Ucn~ Lu 0 2' a r=: :z 2 ~o o 0 u ISO '991 (41) I\J .;J o 0) ? '-..:'- 1~ 14* 0 / 10PSO 'j, 1.60 6,''j 'j.'O\ 13'* 12'* 11'* <(;,/J,9 SAND BEACH \ ,'OS * 10" ~O" 1,6) 1,'1.\ >1"~" 6,'1.9 HIGH WATER MARK ~~AWALL LINE PLAT * C 'j 10" L=102.48' 11" R=1000.00' * L1=05052'19" C LEN=102.44'(P) 102.45'(M) BRG=N 60028'01" W(P) BRG=N 60035'54" W(M\.'t * t{,/ 10" RECEIVED 1,'':/0 FER 0 3 2005 PLANNiNG DEPAOiMENT CITY OF CLEARwATER y ~ ~~ ~~ ~ 12" ** g:~% 13" ~ "?o ;;Po\. ~~ 1'~\. 0;-~ I'Y~~ , ~"" <'~ ~"" '}..\/Jr 6,0'" SAND BEACH ORiGINAL ).19 f/O .A::) ~J1 ~ "" ,Q It 10' 2' 6' PROPOSED GRADE MATCH EXIST. - -;111- SECTION A-A N.T.S. .~ \> 10' 'OJ)/!' " 3' 2' 4' NEW BLDG. \> .. - bo_ ,;, SECTIO.. a-a N.T.S. It NEW 48" POOL FENCE 8.0 ~ NEW POO,=\ 7.5 DECK \ 7.0 - -P~~..4_ .-~:A ~-~._~.. .:-~4. EX. POOL DECK 6.0 -,\/Q \?' 5.0 4.0 SECTION C-C VERTICAL SCALE 1"=2' .; <1 ., NEW BLDG. .4 . _ - , ,<1 , '. j1 l' MATCH G1f6DND -6 - _ .r;EXIST. '0~ - 1- GROUND ~ It EX. WOO~ 0 I r~ DECK . -t~ ':-' -- ~ 7.0 NEW CONC. 7.0 DECK 6.0 5.0 4.0 SECTION D-D VERTICAL SCALE 1"=2' SCALE. 1..20' 20 0- 10 20 1,,;1" I .. J tii ~ EB #5936 ~ z ~~ o 00 - ex) \I ... . . .41 ~" ..... .. Z ... .. 2 ~ -A. o ~iS A. ez Z xi . .x CC ~\I ... t> HI ~... co~ · ~z IlIIIII M.. ..... ~ ... ... ;:; t %",. ... ___ 1M t- z o ~ - > Z WI ~,' "',,,__... ,. '_'. .,.;r THIS DRAWING IS AN {,RUMOO OF SERvICE ,AND. SHAll. REMAIN THE PROPERlY OF THE ENGINEER, AND SHA!l.iT BE REPRODUCED, PUBUSHED OR USED IN Am WAY WITHOUT THE CONSENT OF THEGI EER. _, .. . '.' , @COPYRIGHT 2004 NOT PUBUSHED ",' _'j, .:>-: *.." V-, ':..'It -::"'1. . 0 "" " t> Z HlII\ - 1-11\ Z -~ ::)"" Z ~M .. .... .. t:i A A. ~- I-~ o ..,. 9 z 0'" .A Z .. ..... . Ii .. ...... HI. . ~~ ~ ...~ iiii \I. >_ .... 1&1 0... U ~\I I NES Comm.: 0450 I I Drawn By: LB. I I Checked By: H.G. I 40 z <( -I a.. w I- - CI) W C) <( Z - ~ C C Z <( C) Z - C ~ C) / / 08/01/04 Deseri tion PER CITY ..J W I-- 0 :c LLI C Z ~ Lt) Lt) ..... C) (W') (W') . 0:: .c:t Co W >- -10:: .... t.GO ~ 3:.... wLL:. -0:: >w Q: ~I- <C :)~ ~o:: W Cl)c:t .-I anLU U an.... <0(,) - '... .;rc: <~A~~~~;~ ~,1;1~688 COPIES OF' Yflf.S;':- PlANS ARE NOT VAUD UNLESS EMBOSSED WITH THE SIGNING ENGINEER'S SEAL "'^"" - 0- -~ C4.1 '1.I<~ ~ 6.~~ " ~ fro.?? ~ 6.:P " " NEW 6' D.!.P. " 1,O~ ~~ !i2 -..J I-CO V) 5;: ::JLu fEs; :>-5 -..J::J ~(') L2~ 1-:) 0::0 ~V) 6L1) -..JC\f c..o ~ 1'1 UNDERGROUNd' TREA TMEN T VAULT NEW":" PvC DR 14 f 36" MIN. COVER C/J POOL DECK IHIG( LOC WAL -.l /"t ~ -A.~ I~ ~ 1,'69 7.2+ 7.4+ 1.6 1.4 <I- / I --- 1.~1 ,Je 7.6 7.8 '0,)1 "" '" 1) ~ 1~ I\.) .21 o 0) ? '-..,; I I 1.'0) SAND BEACH 14* 10* ).SO 1 ,00 o.3J J.e'l 13'* 12'*11'* 1. ~.1\9 y ~ 1J~ ~;; o ~~ 0.~9 HIGH WATER MARK ~~AWALL LINE PLAT * J' 10" L=102.48' 11" R=1000.00' '* Ll=05'52'19" C LEN=102.44'(P) 102.45'(M) BRG=N 60-28'01" W(P) BRG=N 60-35'54" W(M\'?, * 13,1 10" I I 1,~6 12" *) g:2%~ 3" 6,01< 6."'0 1.~'1 ~" ~O" 1,6:; '1.B~ " ~.'1A "'l" '90 'Po" ~~ '1')) \" <"'5;-d- 7~~ (~ ~"" SAND BEACH :;,19 A) ~J' ~ "" ,Q ..~ ~ 6"x3" TEE ~ NEW 6" D.I.P. 36" MIN. COVER FOR 1 JOINT PAST 6" G.V. ~ ~EX. 12" W. ~~ ~~ " PVC DOM. W. ~ 36" MIN. COVER 2" M & SFP 6" G.V. NEW 6" PVC DR 18 F 36" MIN. COVER NEW FHA NEW 4" PVC DR 14 F",- 36" MIN. COVER '" " ~ f~'O~ I I 6.0) . ~ , /EX, 8" SAN, ~" SEWER ~11."ro.?O " , ""t',,- ~, E;.12" , FIRE HYDRANT WA TER , ~EMBL Y , J~ 1. 1.'1'1 NOTES: 1. FIRE HYDRANT INSTALLATION TO MEET FIRE DEPARTMENT REQUIREMENTS. ALL APPLICABLE FEES TO BE PAID FOR BY THE APPLICANT. 2. ALL PROPOSED UTILITIES ( FROM RIGHT-OF-WAY TO THE PROPOSED BUILDING) BE PLACED UNDERGROUNO. CONDUITS FOR THE FUTURE UNDERGROUNDING OF EXISTING UTILITIES WITHIN THE ABUTTING RIGHT(S)-OF -WAY SHALL BE INSTALLED ALONG THE ENTIRE SrREET FRONTAGES PRIOR TO THE ISSUANCE OF CERTIFICATE OF OCCUPANCY. THE APPLICANT'S REPRESENTATIVE SHALL COOIRDINATE THE SIZE AND N:jMBER OF CON.DUITS WITH ALL AFFECTED UTILllY PROVIDERS ( ELECTRIC, PHONE, CABLE, ETC~2, WITH THE EXACT LOCATION, SIZE AND NUMBER OF CONDUITS TO BE APPROVED BY THE APPLICANT'S ENGINEER AND CllY'S ENGINEERING DEPARTMENT PRIOR TO THE COMMENCEMENT OF WORK. 3. WHERE UNDERGROUND WATER MAINS AND HYDRANTS ARE TO BE INSTALLED THEY SHALL BE INSTALLED1- COMPLETED, AND IN SERVICE PRIOR TO CONSTRUCTION AS PER NFPA 241. PLEASt. ACKNOWLEDGE PRIOR TO CDB. 4. CORE EXISTING SAN. MH FOR NEW CONNECTION PER CllY STANDARDS. 1.9~ () :2: ~,69 V) ~ CD Ct:~ ~2t5 o<"'t I- - Q ~~ 0<.0 -JO~l1) <(( 2: 0 '" 1-00<.0 2:Ul1J* Lu 0 2: a t:=: 2: 2: ~ 0 o 0 () R", E,"'", -"., E','.IV' E"~," 'D'~', """'''..C'''''''..'.. , . "__ ',". 1 "'r '. ," .""'." . '...",. .,.., "':-. _.- ,., "" " SCALE. 19.20' FEB 0 3 2005 PLANNiNG DEPARTMENT cnv OF CLEARWATER 20 o 10 20 .. J I \ii \1\) EB #5936 " z ~~ o 00 - CD '" ... . . "'" <lO " ~ ~z I- ~2 ~ -A. o ~~ A. t:z Z xi . .x ~ .... '" I- ~... r- <lO I- co'^ · ':4% ... M.. "'" 'lilt =I ~ ~. ... ;:: ~ Z 1"4. 1M ........ ~ - Z o ~ - > Z 1M L=247.98' R=2700.00' Ll=05.15' 44" C LEN=247.89'(P) 247.91(M) BRG=S 62.50'25" E~P) ~-- .50'56" E M) 6'?>~'-...... " . 0 N\ ~ ~ Z ... V\ _ !:V\ Z :)..... Z ~= "'" .... J t.;I ~ A. ~- ...Ilt o \1\9 z ~.... "'" Z .. ~ .m - .... I- .... . ~~ - .... ~ _"'. > p... - 0... V <lO '" ---,_.. ---~--~'--",- -----, --- ',1-;--;-- -~----- , I ' ~ . 1 ! ~ , J 1"~ , I NES Comm.: 0450 I I Drawn By: LB. I I Checked By: H.G. I 40 z c:c ..J A. w I- -- U) U) W -- I- -- -I -- I- :::) ORIGiNAL ",'I ';:,li , ('I: .-. ~ " '"..', O~O) ~ . rRAMANUJA:CHA~U\flNN N, P.E #38688 COPIES' OF; TKL::SEF'LAN~ARE NOT VAUD UNLESS EMBOSSED WITH THE SIGNING ENGINEER'S SEAL / / 08/01/04 Descri tion PER CITY ...J W I-- 0 :r: w c z ~ Lt) Lt) I'- " M M . 0:: "< Cc W >- .....10:::: I- mO ~ ~.....I wLL:. -0:::: >w ~I- c:( ~; C!o:::: W (1)< ..J anW (.) 1.1').....1 <0(.) C5.1 ~J{l~.x2_1/2.X1/2. 4.x3/8.~ ANCHOR STUD GRATE FRAME W/STUD. STEEL FRAME W/2 ANCHOR STUDS PER SIDE - EQUAL CENTERS. GALVANIZE Af1'ER FABRICATION en w ct: ~ NOTE: 1. CUT PIPE FLUSH w/INSDE FACE OF WALL 2. MORTAR BOTTOM TO MATCH INVERT OF OUTFALL PIPE. ANCHOR STMOAfI) DETAL . .... .... CAST IRON RETICUUNE GRATE, TRAFfiC TYPE (HS-20 LOADING) W/2 SIDED GRATE SEAT 8" CONC. WALL 4000 PSI @ 28 DAYS #4 ; @12" O.C.E.W. . co N..ET DET AL N.T.S. 1-1/2" TYPE S-3 ASPHALT @ 1/4" PER FT. MIN. EXCEPT AS NOTED === === 6" L1MEROCK BASE ~ F.D.O.T. CERTIFIED COMPACTED TO 98% MAX. DENSllY SUBBASE STABILIZED 40 L.B.R. COMPACTED TO 98% MAX. DENSllY IN R.O.W. & DRIVEWAY SECTION N.T.S. EXIST. SURFACE VARIES I REPAIR OF PAVEMENT NOTES: 1. ASPHALTIC CONCRETE PAVEMENT SHALL BE MECHANICALLY SAWED AND ALL SURFACES TACK COATED. 2. SURFACE TO BE CONSISTENT WITH EXISTING SURFACE AND THICKNESS; WITH MIN. OF 1-1,"2" ASPHALT F.D.O.T. lYPE S-3. 3. BASE MATERIAL SHALL BE PLACED IN 6" COMPACTED LAYERS TO 98% OF MAXIMUM DENSllY AS DETERMINED BY AASHTO T -180 LAB REPORTS ARE REQUIRED. 4. BACKFilL FOR TRENCH SHALL BE PLACED IN 12" COMPACTED LAYERS TO 100% OF MAXIMUM DENSllY AS DETERMINED BY AASHTO T -99, LAB REPORTS ARE REQUIRED. REPAIR OF PAVEMENT CUTS N.T.S. EXIST. SURFACE SAW-CUT EXIST. EDGE OF PAVEMENT &: BASE NEW SURFACE EXIST. BASE NEW BASE NEW SUBBASE PLACE SOD 1/2" BELOW PAVEMENT FIN. GRADE PRIOR TO SODDING ~~ POSITIVE DRAINAGE r/^\\Y//^\\Y//^\\\f//^~7iWi "--- COMPACTED GROUND PAVEMENT TRANSITION DETAIL N.T.S. PLACEMENT OF SOD AT PAVEMENT N.T.S. ASPHALT @ 1/4" PER FT. MIN. EXCEPT AS NOTED L1MEROCK BASE F.D.O.T. CERTIFIED COMPACTED TO 98% MAX. DENSllY SUBBASE COMPACTED TO 98% MAX. DENSllY NEW BLDG., 4'; r9V ::-" I I - -: I . :.,1 I "k I I ~ I , .~ I I S' ."';' ROOF DRAIN FIN. GROUND ! UTIUlY (i.e. SANITARY SEWER, WATER SERVICE, FIRE UNE OR STORM DRAIN) BY SITE CONTRACTOR TO 5' FROM BLDG. UTIUTY WITHIN 5' OF BlDG. BY PLUMBING CONTRACTOR. FINAl. CONNECTION BY PLUMBING CONTRACTOR UNlESS OTHERWISE COORDINATED BY THE G.C. ON SITE PARKING & DRIVEWAY SECTION N.T.S. FINISH GRADE TO 1" BELOW EDGE OF WALK MEDIUM BROOM FINISH CONC. WALK EXPANSION JOINT 1-1/2" RADIUS VERTICAL CURB PAVING BASE COMPACTED SUBBASE NOTE: PROVIDE 1/4" CONTROL JOINTS @ 4'O.C., 5' O.C., 8' O.C., OR 12' O.C. &: 1/2" BITUMINOUS EXPANSION JOINTS @ 40' O.C. FOR 4' SIDEWALKS, 50' O.C. FOR 5' OR GREATER. CURB/W AlK DETAIL N.T.S. NT" HANDICAP PARKING STRIPING DETAIL EACH PARKING SPACE SHALL BE CONSPICUOUSLY STRIPED IN BLUE AND WHITE PAINT, AND SHALL BE POSTED AND MAINTAINED WITH A PERMANENT, ABOVE- GRADE SIGN BEARING THE INTERNATIONAL SYMBOL OF ACCESSIBILLllY AND THE CAPTION "PARKING BY DISABLED PERMIT ONLY". SUCH SIGNS SHALL NOT BE OBSCURED BY A VEHICLE PARKED IN THE SPACE. ALL HANDICAPPED PARKING SPACES MUST BE SIGNED & MARKED IN ACCORDANCE WITH THE STANDARDS ADOPTED BY THE DEPARTMENT OF TRANSPORTATION AND A.D.A. UTILITY CONNECTION AT ALL BUILDINGS N.T.S. MEDIUM BROOM ~ FINISH CONC. WALK r FINISH GRADE TO 1. BELOW EDGE OF WALK 2' LEVa . SHOUlDER VARIES (SEE PlAN) ~ I SOD -, SLOPE 1/4" PER FOOT i I, SOD I 1111=1111-1;:':;' ~~~~:.:.~,,- 14~ ,:. :;:,-~::,.:-d-III=1IJ - 11113111- 1111=1111 - "'--- COMPACTED FILL OR UNDISTURBED SOIL WHEN SIDEWALK IS TO BE REMOVED &/OR NEW SIDEWALK IS TO BE ADDED, IT IS TO BE REMOVED TO THE NEAREST EXPANSION JOINT. NOTE: PROVIDE 1/4" CONTROL JOINTS @ 4'O.C., S' O.C., 8' O.C., OR 12' O.C. &: 1/2" BITUMINOUS EXPANSION JOINTS @ 40' O.C. FOR 4' SIDEWALKS, 50' O.C. FOR 5' OR GREATER. CONCRETE WALK DETAIL N.T.S. BLUE BACKGROUND WHITE BACKGROUND WHITE = BACKGROUND co SYMBOL SHALL BE 5 FT. HIGH & WHITE PAINT COLOR SEE PLAN P/L PLACE SOD 1/2' BELOW PAVEMENT FIN. GRADE PRIOR TO SODDING POSITIVE DRAINAGE (4: 1 MAX) MEET EX. ~ "~ COMPACTED GROUND SEE PLAN P /L PlACE SOD 1/2. BELOW PAVEMENT FIN. GRADE PRIOR TO SODDING POSITIVE DRAINAGE (4: 1 MAX) MEET EX. COMPACTED GROUND GROUND TRANSITION AT THE PROPERTY LINE N.T,S. NEW BLDG. FILL GROUND AROUND BLDG. TO 3" BELOW FIN. FLOOR ELEVATION &: SOD MAX. SLOPE 4: 1 MIN. SLOPE 2% >, - GROUND PREPARATION AT All BUILDINGS N.T.S. 18" MIN. VERTICAL CLEARANCE I <D GRADE -"""-~..,,,I!~~~-,,,~-_.~ 10' 10'-l D.I.P. IS USED IN PLACE Of' P.V.C. FOR A Mill. Of' 10' eACH WAY + FROM tt OF WATER t.lAIN WHEN THE VERTICAl CLEARANCE BETWEEN t WATER & SEWER MAINS IS lS" OR LESS. lS" OR MOjE VERTICAL CL I ~#$~h~~hW/#$~ P.V.C. OR V.C.P. Nn'T1't:'. SAN. SEWER GRAVI1Y MAIN ~ CONCRETE ENCASEMENT OF SANITARY SEWER GRAVllY MAIN IS NOT PERMITIED. . . co~ 1")::0 VERTICAL CLEARANCE #.-~. I. r 15" to 18" '"'"' NOTE: SILT FENCE SHALL NOT BE TRENCHED IN WHERE ADJACENT TO TREES DESINGED TO REMAIN. THE SILT FENCE MUST BE SECURED THROUGH THE PLACEMENT OF RLL OVER THE LOWER LIP OF THE BARRICADE. SIL T BARRER DETAil N.T.S. PLACE CONC. SlAB/WALK 4" BELOW FLOOR ELEV. EXCEPT AT DOORS REMAIN FLUSH. EXPANSION JOINT SLOPE AT 1/4" PER FOOT 10: 1 MAX. SLOPE SOD b .... 3'-8. NOTES: 22' MANHOILE EL 7.4 1. PROVIDE 5'x5'x4- THICK CONC. SLAB o ALl EMERGENCY EXITS. 2. CONFORM TO ABOVE DETAIL f'OR PLACING WAlKS AT THE BLOGS. 8"' CON . SKIMMER TOP 6.4 (3' -8j 12 EL. 5.9 OT 5.4 POST OPTIONS: 2"x4" OR 2.S"DIAM. WOOD; 1.33LBS./FT. MIN. STEEL FILTER FABRIC IN CONFORMANCE WITH SEC. 985 F.D.O.T. SPECS. OR EQUAL EXIST. GROUND PRINCIPAL POST POSITION, CANTED 20' TOWARD FLOW FILTER FABRIC EXIST. GROUND NOTE: ALL ROOF DRAINS TO BE DIRECTED TOWARDS UNDERGROUND TREATMENT VAULT MANHOLE EL. 7.4 15" RCP INV. EL.3.3 4" CONC. WALL PLACEMENT OF CONCRETE SLAB AT All BULDINGS N.T.S. GRADE -~- . . co~ <WATER t.tAIN 1")::0 + 10' MIN. HORIZONTAL CI.EARAN~I STORM SEWER + OR SAN. SEWER GRAVITY MAIN HORIZONTAL CLEARANCE WATER MAIN & SANITARY SEWER CLEARANCES N.T.S. . co 1-1/2"R 1/2" WIDE WHITE BORDER AND SYMBOL SIGN SPECFlCATIONS PARKN3 BY 1. 1S"x12" LOGO SIGN DISABLED 2. 2 SIGN COMBINATION 1" SERIES "C" REFLECTIVE SHEETING PERMT LETTERS ON.. Y 1/2" BLACK 3. LETTERS TO BE BORDER 1" HIGH SERIES "C" 1.5" 4. SIGN TO BE MADE OF $255 ft.E ," ALUMINUM '" 5. POST TO BE MADE OF F.S. 318.14 1" GALVANIZED STEEL 1.5" (SEE DETAIL) 3" 6" 3 6. SIGNAGE PER A.DA F1P - 65 REQUIREMENTS FINISHED GROUND HANDICAPPED PAVEMENT SYMBOL N.T.S. HANDICAP PARKING SIGN DETAIL N.T.S. SIGN POST DETAIL N.T.S. o o o GALVANIZED METAL SIGN POST WITH 3/8" HOLES DRILLED ON 1" CENTERS r-- o 3000 PSI CONC. 12" GROUT TO INV. UNDERGROUND TREATMENT VAUlT GROUND EL.2.9 N.T.S. ~ S.H.W. EL. 1.6 (NAVD) TOOLED GROOVES 3/8" WIDE, 3/8" DEEP, 3" O.C. TO BE MADE AT INITIAL POURING CURB HANDICAP RAMPDET All N.T.S. RECEIVED FEB 0 3 2005 PLANNING DEPARTMENT cnv OF CLEARWATER OR\GlNAL CURB FLUSH CURB RAMP DET AIL N.T.S. , J I tii b\) EB #5936 ~ z ~t o 00 - CO '" .. . . 41 ~" ~ "If Z .. "If 2 ~ -A. o ~~ A. I"- Z '^ -- z xt .. .:c ~ Yo '" L- ~UI r- ~.... CO'" · ~z .. "".. .4 ...... " "lit. ... ~t Z 1"4' 1M I"- UI t- z o ~ - > Z III . 0 M " ~ Z UI 11\ - !: 11\ Z ::) I"- Z ~= . ..... ... elA A. ~- ....~ ~ "'9 Z AU. 4# Z .. ~ .m .. ........ UI. . ~~ ... .... ~ _"'. > ,.. UI ... 0.... \J ~ '" 1 " --~~--_...~~-:-"'" --"-':-vl"-[-~-~---'~--' , ~ ! 1" t , \ \ I I 1 I +" " ,f I _ ~I I NES Comm.: 0450 I I Drawn By: LB. I I Checked By: H.G. I ..J W t- O :r: LLI C Z ~ ...... CD ~ ...... C"') M 0:: . .<( Co W >- ..Jo:: I- a.:aO ~ ~.....I w....... -0:: >w ~ ~.... <t ::)~ w ~o:: ~ U)<t It)W (.) Ln-' U)U / / CI) ...J -- ~ W C w I- -- CI) ...J -- > -- (.) THIS DRAWING IS AN I 'RUNENT PF,SEIWI(:E' AND SH.o\lL REt.lAIN THE PROPERTY Of THE ENGINEER, AND SHAll. N T-~Bi "...R~RODUCED, PUEl!JSHED ,OR USED IN ANY WAY WITHOUT THE CONSENT OF THE GlN~ pt. ' '. (QCOPYRIGHT 2004 NOT PUBUSHED ..\ t:. ',',',.....", j , -;;r;::;T , ! ~. ,,:,,';;~ ;-\,OV\g~I?) RAMANUJACHAI~lfItANNAtt? .E. #38688 COPIES OF ','iiEsE F:'tANS A~f. ''NOT VAUD UNLESS EMBOSSED WITH THE SIGNiNG ENGINEER'S SEAL 08/01/04 Descri tion PER CllY ~ -- C6.1 BLOWOFF DETAIL Eclipse No. 85-B~ Blow-Off' Assy. Incll..u:llng Locko.hle Co.st Iron Box 'Wo.ter Mo.ln 2' Bro.ss Resto.lner Pl/ Per Deto.ll No. 403 IIEY. !lATE Concrete Thick x 71fe,.o""ut P'ug "'-.-- .- .--' Po.ol 4' 1'-6' Sq. 6' or 8'- 1/8 Benol Plug (See Note) Sewer Mo.Jn CLEANDUT DET AIL N.T.S. IIEY. !lATE .A >fl." !\. 'iIP'.. ~ ,#'6' '\~6' V 'S Tran_ ~~ ~..... ~<#"$o \1~ -r, 6~ A ~S1 W!nglROlI!Y. If Remove Curb if Exlstin N.T.S. ~2' Bro.ss ~90. Bencl IIESalIPlIDN CITY OF CLEAR~ATER. FLORIDA ENGINEERING DEPARTMENT B,V.D. 01/~~92 CImcEII ." BLO~OFF 1lllEX4 .... DETAIL llF 1 _. '11f G.CJl, - C\l , LI' 9 5/8' -I W/////@ t CLEANDUT PLUG DETAIL N.T.S. NoTEI Cleo.nout plug to be U.S. Founclry 7621 or equo.l. IIESl:RIPTllII CITY OF CLEAR~ATER. FLORIDA ENGINEERING DEPARTMENT W ST ANDARD 11/~t)95 A BY CLEAN IJUT DIIEX .... "'.J.s. ( o.nl o.ry 304 BY 11Ft T.c.J. _. R.O. W. Une PLAN VIEW E-e ,ga eX'" .- tI 0 ::I::e Q. ~N~ Remove Back of Curb on State or Vertical Curbs with a vertical Saw cut or Remove entire Curb and Replace ae Port of Sidewalk Romp. III Modified and Valley Gutter Curbs join exist bock of curb /12- ............. Textured Surface 1"c:::=- Max Siope ~ r:~ ~ ......... ,............... ....... ...--"'-:.... ."'..-" .o"!'~'''';'E .,. ....-.. . Remove to on . .. ..............1/2. Expansion Joint even joint or sawcut SECTION A-A ~ 1. ProvkIe Tooled Jolnte At Olstancea Matching The WkIl/l. Also Place Expanetan JoInte At DrNewa)'IL 2. If Some PIlyolcal ObatnJcU... Exlata VI!lIch Prevente The Placing Of Sklewalke A1J Shown. Contact The Engtn-mg DMs10n For Alternate Locatlon. J. Wooden And Other Spocere WII Not ee Permitted In Sidewolks Or Ori_O)'IL 4. No Coa&ge Of My Kind \WI Be PermItted On Concme SIdewalka Or Ol'lwlwoya WIthout Speclflc Approval Of The City Engln_. 5. All Concnte Shall ee 3000 psi loin. 0 28 Da)'IL 6. Concnte Surface to be Ught Broom FInIsh. 7. Concnte Driveway Constructlon llllal1 be 6" thick w 6x6/10ll10 W.W.F_ Exist Conc Drive l-~Ma)l Slope TYPICAL DRIVEWAY CROSS SECTION It 1/~ per Foot -r.;-.....; ~I...:...,.:..':.:. .r...[';- Back of Curb 3000 psi Conc 4- Thick. Constr. 6- Thick at Driveways with 6x6 #10 Welded Wire Mesh. See Note 7. SECTION B-B 8. Rampe Shall Have a Taeth Surface, Textured to a Depth Not Exceodlng 1fti' by UN of Tamp or railer In Conformance with Requlremente of mOT Roadway and Trofflc 0ellll1\ Standards, Dotal 304 Or Meet Recent t.lodIIlcatlans. 2 1f9Il5 Cldded noW CITY IJF CLEAR~ATER. FLORIDA ENGINEERING DEPARTMENT ~'fl'" T'l'PICAL SIDEWALK I!lATE .Ml CI€CKEII fir CONSTRUCTION AND IllDEX .... T.Co.!. RAMP DETAIL 109 Ii'f'. 1ft 1OF3 UI93 __ Clrtl _ 1IEY.!lATE IESCRIPTlIIl TYPICAL FIRE HYDRANT SETTING N.T.S. Hyclro.nt Assel"lloly (Typ.) oNL Y APPROVED Kennecly Guo.rdla.n No. K -81A Muller Centurio.n No. A-423 U.S. Pipe Metropollta.n Dlsto.nce Vo.rles 18' Min. 24' Mo.x. I- /Vo.lve -I Box Box c x I Mech. Joint Vo.lve - \0 I N To.pping Sleeve llc Va.lve By City, Fee by Owner or Contro.ctor I Connecting Piece w/lntegro.~l I ca.st Mech. Joint Gla.ncl on uy one Encl- D.I. Roto. to.ble Meoch. Joint Glo.ncl on Other Enol. '-Restro.lnlng Joint (Typ.) CITY OF CLEAR~ATER, FLORIDA ENGINEERING DEPARTMENT B.t'n. ." TYPICAL HYDRANT ~~/93 BY SETTING IllDEX IG APPING SLEEVE 80 VAL V 402 N'P. BY CITY 4lF4 NOTES' 1. All Fire Hyclro.nts to ho.ve 5 1/4' Vo.lve Seo.t. 2. See Index It 407 fOlr Jo.ck llc Bore Deto.lls. IIEY. !lATE lIE:SCRIPTI[II Pourecl Enco.sel"lent pipe entry Approveol bo.rrel Joint seo.ls o.re 'O-Rings' o.nol 'Ra.I"I-Necks'. Two continuous rings o.t o.ll joints. Concentric cone (Flo. t cover on sho.llow Ma.nholes 0' to 4' depth) Steel reinforceMent 5' Min. wo.ll thickness type II a.cid resista.nt ceMent 4000 p.s.l. Grout fill opening with non-shrink l"Iorto.r Grout flow cho.nnel pipe requires Mo.nhole o.clo.pter coupling by Flo Control, Inc., or o.pprovecl WOo ter stop coupling. NOTES 1. Preco.st Mo.nhole clrop Mo.y be o.pproveol by City Engineer. Shop dro.wlng suloMltto.l requlreol. 2. Drop requlreol when 2' or over. 3. Mo.nholes sho.ll ho. ve o.n Interior o.ncl exterior co tl of o.t leo.st 15 Mils clry thickness PRoLo EP214- 1 Epoxl-Mo.stlc or Koppers Ioitu/'lo.stic blo.ck solutio 300M. IESClllI'1IIJI CITY OF CLEAR~ATER, FLORIDA ENGINEERING DEPARTMENT ~ ." PRECAST 9~: CHECIIEIl fir SANITARY MANHOLE INIEX .... "'.J.S. DETAIL 3112 _. T OUTSIDE DROP 2 IF 3 IIEY. !lATE TEMPORARY BLO~OFF AND SAMPLE TAP 2' Hose BIbb ------ ../ 3/4' Go.lVo.nizeJ 2' Go.lvo.nlze 2' corpOro.tl~ To.pplng So.clcllc Restro.lnecl ~ To.ppecl Plug TOP CONNECTION END CONNECTION CITY Of CLEARWATER, FLORIDA PUBUC WORKS INISTRATlON ENGI G TEMP OFF AND SAMPLE TAP _.. BY B. V.D. CHEa<ED BY REV, DAlE JoPP. ~BY DESalIPlION NOTES Inlsh To Existing Surfece ~Ith PC III Aspheltlc Concrete -16' ~ .' o!'lpectea Bese - Thickness of [lrlglno.l + 2' Mlnll'lul'l Thickness 8' Undlsi:urbecl Trench Side Trench beckfllled In 9' cOl'lpectea leyers. Density i:eken every 300 ft. 2 Bese I'ley be replecea with Aspho.ltlc Concrete with prior o.pprovo.l of City EngIneer. 3 On longltudlno.l lnsto.llo. tion requiring resurfo.clng full wlath of po.vel'lent, finIsh bo.se to !'lo.tch exIsting pevel'lent surfo.ce o.nd prll'le. Then resurfo.ce o.s directed by the City Engineer. REV. !lATE CITY OF CLEAR~ATER, FLORIDA ENGINEERING DEPARTMENT := : ST~~~T u~iriT~CE~~NT !.Ji.... G.LB. ." DRAINAGE CUTS 105 ~ 1~1 IIEStlIIPTlIlN _. ~ R/'W I I" Vorl.s L ~ . I k-lH Finish gro.cle to o.llow 0.4' I'lln., 1.0' I'lo.x. fo.ll frol'l property line to ~ ~ CITY O'WNED AND MAINT AINED HOMEO'WNER o'WNED AND MAINTAINED 6' Service Lo. tero.l SECTION ANY VARIANCE MUST HAVE 'WRITTEN APPROVAL OF THE CITY ENGINEER. CITY Of CLEARWATER. FLORIDA PUBUC WORKS ADMINISTRATION ENGINEERING NOTEI All lo. tero.l 1"10. terlo.ls, Inclucllng a.pprovecl Clea.nout ho.rclwo.re, o.re to extencl to the R/'W or to the eo.sel'lent line 0.5 notecl. _.. BY B.V.D. ~Q.BY N'P. DElllIIIEDBY R oM. STREET LATERAL DETAIL REV. DAlE - DATE 06/24/91 ~ 2OF2 5/8' Min. 4 Requlrecl 2Jf- I Q Wl"l f'lr/w line i # Mo.ln-..--..--------1------------ -- ---- -- ------------- -- ------------------------- ---- _ ----- ---------. RING - HALF PLAN - cu L. D - v ....... ('I) I ..... - (]\ L CJ - ..... ~I RING - SECTION 0 Mlnll"lUM 'Weight 7' 232 lbs.0 9' 278 lbs. 0 NOTES ~~ 1. 'Where roo.clwo.y bOose Is 8' or thicke~e 9' rln , o.ll other co.ses 7' ring Is pel"P'Ilssllole:/ / 2. Ma.nufo.cturers /'loclel of storl"l ring o.nd cover t be o.pprovecl by City Engineer. Lot ~ \. _______________J_____________ 'W 0. ter CurkU I I I I @ i 'W 0. ter ServlC@........ : <Typ.) ~ SOon. - WM 0 2~1 NOTE. SANITARY LATERALS TO BE 1,'- "'!THIN 10' OF CENTER OF LOT ON DO'WNHILL SIDE OF CENTER OF LOT. PLAN VIEW' RIM M.H. cd~ Street So.nl+nry PROFILE - Pick Hole 7 ~ 1-114' 117 ::: Requirecl Non Sklol Po.ttern Required SOLID COVER - ....- ,C\J C;>L I' 22-3/4' 1.-1 0 ~~JI Mo.chlneol Surfo.ce SOLID COVER SECTION Mlnll"lul'l 'Weight 128 lbs. 91l5'96 CITY [IF CLEAR~ATER. FLIJRIDA ENGINEERING DEPARTMENT == : SANITARY SE~ER ~:.... "'.J.S. fir MANHOLE COVER 301 D.G.B. 1 IF 2 _ 2l IIESl:RIPTllII 1t.J.S. Ii'f'. IIEY. IlI\lE Lot Lot , c 0_ .....~ o M.H. -1 I Curlf'\ Siclewo.lk pipe entry ':"-SloIe Lot Line Lot <Typ.) 'Wo.ter Mo.ln Mo.in IIEY. !lATE CITY OF CLEAR~ATER', FLORIDA ENGINEERING DEPARTMENT B.~. SANITARY LATERAL D6}" 19 If LIJCA TIONS INIEll .... 305 N'P. ~'11f 21F2 llEllCIIlP11llN R' E" C" E" IVE'" , D'" _,' : ..1. ,-",\R ...'..-,.;,. " , ",," ,',,' , ,,' .',"," FEB 0 3 2005 PLANNING DEPARTMENT CllY OF CLEARWATER ()RIGINAL '. ' ,'" \, " J I tii ~ EB #5936 " Z ~t o 00 - CO\l ... . " ~ ,.0" " ... Z .. ... ~ ~ -At o ~~ A. t:z Z xi .. .x ~ ... \I .... c> 1M r- ~.... co'" . '" IMz . ... M.. .4# '4If'.... " ... ~ ... t:: ~ Z "'. 1M to- 1M t - z o ~ - > Z 1M o "" " c> Z - Z Z .. .. A. ~ Z .( ... . ....11\ ....11\ -to- ::)1'1\ "'"" .. ..... =" ~- .... ~o '^ .... ~... Z .. .1 ...... 1M. ~~ .. ..~ - \I. > ....... - 0.. \J ,.0 \I . -- ----- ----~--- - ,-~'------ ~-'[ -'---r- ----- I ' I ~ ill ; I . i I I NES Comm.: 0450 ! I Drawn By: LB. ! I Checked By: H.G. I .....I W I- 0 ::r: w c z ~ It) It) ...... C) (V) (V) . c=: .< Cc W >.... ....Jo:: I- cae ; 3:.....1 W La.... -0:: >w ~ ~I- <C ~~ ~t:t: W CI)<c ..J It)W (.) 1.1')-1 CD (..) Issue Date: Revisions: No. Date 2 01 05 / / U) ...J - t:5 w c w I- - U) ...J - > - (.) " , '.'.'.; .'",.- ',. THIS DRAWING IS AN li'RU~ENT,OF SERVICE AND'SHAlL REMAIN THE PROPERTY OF THE ENGINEER, AND S~ OTSE REPRoDUCED, PUBUSHEO OR USED IN ANY WAY WITHOUT THE CONSENT OF THq NGIN~~. ;::, SCCOPYRIGHT 2004 NOT PUBUSHED <~. J;,~"o~ "\.~;- 1--2,: ",'~: "~' ~O,3.{ 0;' ~ ".." ',<" ',' . '," ' RAMANUJACHt,~t_KANNA~,' P .E: #38688 COPIES OF THESE PLANS ARE NOT VAUD UNLESS EMBOSSED WITH THE SIGNING ENGINEER'S SEAL 08/01/04 Descri tion PER CITY C6.2 3" Minimum Mulch 3" Soil Saucer Remove Container From Rootball Planting Soil Mixture Existing Soil SHRUB PLANTING DETAIL N.T.S. NOTE: ALL TREE STAKES AND SUPPORT WIRES WILL BE REMOVED AFTER 1 COMPLErE GROWING SEASON. For Cabbage Palm Installation: Trim All Fronds at TIme of Digging and Planting For Wash;n~on Palm Installation: Leave ;mllde row of fronds TIe up with biodegradable twine ... .I: DI 'Qi J: ",. c 2 I- ... o lD o For Cabbage Palms: All Trunks to be Smooth and All Bum Marks Brushed Away For Washington Palms: Leave all bOots on trunk 2 Layers Burlap Pod at Support Contact - No Nails in tree Wood Wire TIe 2. x 4" Broce (Yellow Pine) Space Three at 120' Typical Remove after one growing season. 2. x 4' stoke (Yellow Pine) Three Feet Long Remove after one growing season. Saucer Rim Finish Grade 3. Minimum t.lulch Rootboll. 16. Minimum Radius From Trunk Washed-In and Tamped Planting Soil Mixture Existing Soil PALM STAKING + PLANTING DEI AIL N.T.S. CROWN SPREAD ~ ......... ~f ~ HABITAT MANAGEMENT AND LANDSCAPING PERMITS. 1. A HABITAT MANAGEMENT AND LANDSCAPING PERMIT IS REQUIRED FOR THE DEVELOPMENT OF THIS PROJECT. APPLICATION SHOULD NOT BE MADE UNTIL FINAL ADMINISTRATIVE APPROVAL HAS BEEN GRANTED. a. AN APPLICATION AND AN EXTRA COpy OF THE APPROVED FINAL APPLICATION PLAN MUST BE SUBMIITED TO THIS DEPARTMENT IN ORDER TO PROCESS THE PERMIT. b. ALL EXOTIC SPECIES, I.E., BRAZILIAN PEPPER (SCHINUS TEREBIN- THlFOLlUS), PUNK TREES (MELALEUCA QUINQUENERVlA), AND CHINESE TALLOW (SAPIUM SEBIFERUM) MUST BE REMOVED AS A CONDITION OF SITE D ELOPMENT. WHERE NECESSARY DUE TO THEIR PROXIMllY TO POD PLANT MATERIAL, HAND REMOVAL WILL BE REQUIRED. THIS REMOVAL BE TO A DEGREE THAT A POTENTIAL FOR IS CREATED, THE AREA MUST BE RESTABILlZED WITH SUITABLE c. ONJ2FINAL ADMINISTRATIVE APPROVAL (FAA) HAS BEEN GRANTED, A BARRICADE INSPECTION CAN BE SCHEDULED. WHEN THE BARRICADES HAVE BEEN APPROVED THE PERMIT CAN BE lYPED AND RELEASED. TREE PROTECTION AND PRESERVATION. TREE BARRICADES AND EROSION CONTROL MEASURE REQUIREMENTS: 1. TREE BARRICADES AND/OR SILT SCREENS OR HAYBALES SHALL BE REQUIRED ALONG THE EDGES OF VEGETATED AREAS TO BE PROTECTED PRIOR TO THE ISSUANCE OF HABITAT MANAGEMENT AND LANDSCAPE PERMITS. THE LOCATION FOR EROSION CONTROL MEASURES ARE SHOWN ON THE CONSTRUCTION DRAWINGS. L=247.9S' R=2700.00' ,6=05015'44" /' C LEN=247,89'(P) 247.91(M) BRG=S 62'50'25" E(P) BRG=S 62050'56" E(M) ~ 2. ALL DESIRABLE TREES MUST BE RETAINED WHEREVER POSSIBLE. IT WILL BE REQUIRED THAT PROPOSED IMPROVEMENTS (i.e. BUILDINGS, WAU<WAYS, DRIVEWAYS, POND BANKS, DRAINAGE SYSTEMS, ETC.) BE ADJUSTED TO RETAIN DESIRABLE TREES. GRADE CHANGES MUST BE SENSITIVE TO TREES REMAINING. IN GENERAL, NO GRADE CHANGES SHOULD OCCUR WITHIN THE CANOPY DRIP UNE OF PINE TREES AND 2/3 THE CANOPY DRIP LINE OF HARDWOOD TREES TO BE SAVED. "- S2 --J I---QJ 0~ ::JLu ~$ >-!j --J.:::J SiC; L:~ I---::J 0::0 -<:::(0 (Sl[) --JC\j CD ~ UNDERGROUND TREATMENT VAULT LANDSCAPING fl. EACH LANDSCAPING AND REPLANT TREE MUST BE PLANTED WITHIN A MINIMUM FIVE (5) FOOT BY TEN (10) FOOT OPEN SPACE PLANTER ~ WITH SUIT:ABLE GROUND COVER. LANDSCAPE TREES MUST BE PLANTED IN SAME VICINITY AS VEHICULAR USE AREAS IN ORDER TO BREAK THE MONOTONY OF UNBROKEN EXPANSES OF PAVING. TREES MUST NOT BE PLANTED WITHIN MAINTENANCE EASEMENTS. 2. THE USE OF XERISCAPE DESIGN MUST BE UTILIZED FOR THE REQUIRED LANDSCAPE DESIGN. THE DESIGN DEMONSTRATES THE USE OF A LOW VOLUME IRRIGATION SYSTEM, ORGANIC MULCHES, DROUGHT A~.160IsQN,TOLERANT PLANT MATERIAL, ZONING OF PLANT MATERIAL ~ /BYsEWAifER REQUIREMENTS, SOIL AMENDMENTS (IF NECESSARY) AND THE , ~ PRACTICAL USE OF TURF. , , 3. ~ LANDSCAPING MUST BE PROTECTED FROM VEHICULAR MOVE- t, MENT BY ~L STOPS, RAILROAD TIES, OR OTHER SUITABLE BARRIER, ,~ERE POS~E, THE AREA BETWEEN THE Bft.RRIER AND LANDSCAPE EX.12" MAT<6iIAL SHOULD REMAIN AS GREENSPACE. WA TER " FIRE HYDRANT ~EMBLY 4. LARGE TR1:E~PECIES PROPOSED FOR INSTALLATION MUST BE A MINIMUM OF 20 ~ AWAY FROM BUILDINGS, SIGNS, FENCES, LIGHT POLES, UTILllY UNES AND ANY OTHER OBSTRUCTIONS THAT MAY IMPAIR NATURAL GROWTH. 5. TREES PROPOSED FOR INSTALLATION MUST NOT BE IN CONFLICT WITH PROIPOSED OR EXISTING UTI LIlY UNES Ol~ STRUCTURES, EASE- MENTS OR OTHER AREAS WHICH MAY REQUIRE EXCAVATION IN THE EVENT OF SYSTEM FAILURE. THESE FEATURES SUCH AS THE WATER LINES MUST REMAIN OUTSIDE THE 5' X 10' PlANTER AREA. G\ L7 6. SOILS WITHIN PLANTER BEDS MUST BE SUI ABLE FOR PROPOSED PLANTED MATERIAL WITH REGARDS TO pH, SOIL TEXTURE, SOIL STRUCTURE, AND SEASONAL HIGH WATER TABLC 7. ALL lANDSCAPE MATERIAL MUST BE FLOR;;l~ GRADE #1 OR BElTER. 8. ALL REQUIRED TREES MUST BE A MINIMUM OF 6' HIGH, 1-1/2" CALIPER AT TIME OF PLANTING. 9. ALL HEDGES MUST BE 24" HIGH AT THE TIME OF PLANTING, PLANTED AT 30" ON CENTER, AND BE MAINTAlIlED AT A MINIMUM OF 3' IN HEIGHT. 10. WHERE LANDSCAPE OR REPLANT TREES AHE PROPOSED TO BE PLANTED iN THE PERIMETER BUFFER, THE BUFFER MUST BE A MINIMUM OF 5' WIDE. NOTE: ALL TREE STAKES AND SUPPORT WIRES WILL BE REMOVED AFTER 1 COMPLEJE GROWING SEASON. 5: o W ::t ~ ~ Provide a minimum S'x10' unobstructed planting area Remove Dead and Injured Twigs, Trim No Leaders, Retain Natural Shape. 3/4. - 2 Ply Reinforced Rubber or Plastic Hose White Surveyor's Togging Tape, 6. Length 3 - 12 Guage Galvanized Wires Spaced 120 Around Tree an~ Set At A 45'Angle With 3- t/ 68 Duckbill Anchors Or Equal Remove after one growing season. Mound To Form Saucer 3. Minimum Mulch Layer Remove Burlap From Around Top Of Ball Planting Soil Mixture TREE STAKING + PLANllNG DETAIL N.T.S. Quantity 25 174 1 3 35 23 82 9 156 Symbol Scientific Name Roystonea elata Jatropha Phoenix dactylifera Phoenix canariensis Viburnum odoratissimum awabuki Nerium oleander lIex vomitoria 'Nana' Magnolia Grandiflora "Little Gem" Philodendron 'Xanadu' 318 240 Raphiolepis indica Podocarpus macrophyllus TREE Ie SHRUB PLANTING DE'r .\ILS (j 2 1. THE ROOT MASS FORM OF EACH TREE PROPOSED FOR INSTALLATION SHALL BE BALLED OR BURLAPPED, BARE ROOT TREES ARE NOT AC- CEPTABLE. ALL NON BIODEGRADABLE WRAPPINGS WILL BE REMOVED AND BURLAP WILL BE FOLDED DOWN TO ENHANCE WATER ABSORPTION. IF WIRE BASKETS ARE USED IN CONJUNCTION WITH BALLED AND BURLAPPED TREES. THE FIRST FEW ROWS OF EACH BASKET WILL BE REMOVED AT THE TIME OF INSTALLATION. 11" * 9'* 7S0 '&.9' (0 ur CO 0:::.:2 ~~t5 02<:;( I -- Q -- ~ ~ o (0 -J a .::c ID "'C 2 0 "- f--..- 0 0 co <()QJ~ Lu 0 ;:: a r::: < ;:: ~o o () () 4. IF ON SITE SOIL CONDITIONS ARE SUCH THAT SOIL AMENDMENTS WILL BE NECESSARY, THE PLANTING MUST INCLUDE SOIL MIXTURE THROUGHOUT THE ENTIRE SECTION OF EACH PLANTER AREA TO A DEPTH COiNSISTENT WITH THE ROOT DEVELOPMENT OF PROPOSED PLANT MATERIAL 2. SUPPOIRTlNG APPARATUS SHALL BE REMOVED AFTER 1 COMPLETE GROWING SEASON. ALSO THE FLEXIBLE ATTACHMENTS SHALL BE USED WHERE SUPPORT WIRES ARE WRAPPED AROUND TREE TRUNKS/STEMS TO PREVE:NT CAMBIAL DAMAGE. 3. PLANTIING HOLES ASSOCIATED WITH PROPOSED TREES MUST SLOPE (NOT COMPACTED) AND A MINIMUM OF 18-24 INCHES WIDER THAN THE DIAMETER OF THE ROOT BALL TREES SHALL BE INSTALLED SUCH THAT THE TOP OF THE ROOT MASS IS LEVEL WITH THE SURFACE OF THE PLANTING HOLE. TREES SHOULD BE INSTALLED 3 - 5 INCHES ABOVE GR:ADE ON SITES CONTAINING CLAY. A 2 - 3 INCH LAYER OF ORGANIC MULCH MUST ALSO BE PLACED OVER THE ENTIRE SURFACE OF EACH PLANTING HOLE. TO PREVENT FUNGAL INFECTION MULCH SHOULD BE PULLED BACK A FEW INCHES FROM THE BASE OF EACH TREE. ~ "" ~ 1~ 14* 10'* POOL 5. PLANlfERS ADJACENT TO OR WITHIN VEHICULAR USE AREAS MUST BE CONSTRUCTED SUCH THAT L1MEROCK, ASPHALT, ICONCRETE OR ANY OTHER OBSTRUCTIONS DO NOT EXTEND UNDeR THE SURFACE INTO THE PLANTING AREAS. SAND BEACH LANDSCAPE TABLE Common Name Royal Palm Jatropha Date palm Canary Island date palm Awabuki Viburnum Oleander 'Tree form' Dwarf yaupon Magnolia "Little Gem" Xanadu Selloum ~ Code Name Planting Spacing RP B & B,8'G PER PLAN 13'* JA 3-Gal,24"X24' 36"OC 12'*11'* DT MATCH EXIST. ER PLAN PC B & B,10'CT PE PLAN * AV 3-Gal,24"X24" 36"0 10" OL 2 1/2" -Cal, 1 0' PER PLA ~O" IS 3-Gal,12"X12" 36"OC ~ ML 2 1/2" -Cal, 10' PER PLAN PX 3-Gal,14"X 0/' 30"OC \ IH 3-Gal,14"X14" \ PM 3-Gal,36"X36" ~ ~ ~ ~o~ '&-t;. -1",~ ~ <"~G! /) ~\~ ~ ;-p --1J1 (~ ~\ 0" 6. THE PRACTICE OF TREE TRUNK WRAPPING AND THE APPLICATION OF PAINTS/TAR ONTO PRUNED TREE BRANCHES IS NOT RECOMMENDED BY THE INTERNATIONAL SOCIElY OF ARBORICULTURAL 7. PLEASE NOTE THAT THE USE OF FERTIUZERS DURING PLANT INSTALlATION IS NOT APPROVED. SCIENTIFIC EVIDENCE INDICATES THAT FERTILIZATION (SPECIFICALLY, THE APPLICATION OF NITROGEN) OF TREES/SHRUBS WITHIN THE FIRST GROWING SEASON INHIBITS ROOT GROWTH. THE LANDSCAPE BUFFER STRIP MUST BE CONSTRUCTED SUITABLE FOR PLANT MATERIAL INSTALLATION. ~, 1;"f~ HIGH WATER MARK ~ SEAWALL LINE PLA r~" L=102.48' 11" R=1 000.00' * ,6=05052'19" C LEN=102.44'(P) 102.45'(M) BRG=N 60"28'01" W(P) BRG=I\J 60035'54" W(M) ~ 'To" ~- 12" ;,;'( ~ 3" Indian hawthorn Yew podocarpus SAND BEACH \ .,,~"" E" C' ""!i: 1\' {/ E''',:,.' D"",",' ~' f~"~,,, . ,.' . t I '.( " . . -_.-.-1;. ""~ ' 'C,'''''' ';'~"':; "Y.' ~ ,... FEB 0 3 2005 PLANNING DEPARTMENT CIlY OF CLEARWATER ORIGINAL SCALE. 1..20' 20 o ~,O_20 40 I .. J ~ EB #5936 ~ z :tt 0 00 - CO" l- . " .. ~" ..z I- ..; ~ -A. 0 ....'^ ,..~ A. t:z '^ - z xt .. ..ex ~ 1.1." ... c>lII ~... co'^ . ""III .% .. M.. .. ..... ... ... ~t z ,... III .....11I t - z 0 ~ - > Z HI . 0 M " c> Z 11I11\ - 1-11\ Z -..... :)M Z '^M .. .. "'..e ... =~ A. ~- ...~ ~ '^O ... Z a 1.1. .. % .. ..ef4 .. ...... w. . ~~ ... ...~ - "'. > ....11I - 0... \J ~" I NES Comm.: 0450 I I Drawn By: I.B. ! I Checked By: H.G. I Issue Date: 08/01/04 Revisions: No. Date Oescri tion z <C -I 0- W t- - CI) W A. ec( U CI) C Z c:c -I ., THIS DRAWING IS AN IN1nMENT OF SERVIcE: AND SHALl REMAIN THE; PROPERlY OF THE ENGINEER, AND SHAll. N B REPRODUCED, PgBUSHED OR, USED I~ Am WAY Wl'lHOUT THE CONSENT OF THE . <_ ' ' @COP,YRIGI:IT 20114 NOT PUBUSHED ,":;_ ," J!. , ~ . ,(", :1 f~ : . _ .. '--- ,,,\,.' , , ~~ . ' .. c .{ , 'C; 2;{ o,3.f (yf""'~/ ;.--- RAMAMn)ACHAki 'KANNA'N, P.E ,~8688 f'"':. .,i'. .t....'~ COPIES OF THESE PlAN$ ,t~~ 'l\fQT VAU,O UNLESS EMBOSSED WITH:i~~ SIGNING ENGINEER'S SEAL ~. . .. . '" '--ji~i~- / / ....I W t- O :t: w C Z ~ It) It) ....... (!) (II') (II') . 0:: '<( Cc W >- .....0:: t- me ~ 5:..... w~ -a: >w Q:: ~I- <C ;:)~ ~o:: LLI (1)<( --I It)W U 1t)...J CD (,.) L1.1 INDEX OF DRAWINGS ISSUE REVIEW PERMIT REV. REV. REV. REV. DATE 1/31/05 2/3/05 ARCHITECTURAL CLEARWATER G AO.l INDEX I SPECIFICATIONS A 1.1 GARAGE LEVEL 1 FLOOR PLAN Al.2 GARAGE LEVEL 2 FLOOR PLAN A 1.3 LEVEL 3 OVERALL FLOOR PLAN A 1.4 LEVEL 4 OVERALL FLOOR PLAN A 1.5 LEVEL 5 OVERALL FLOOR PLAN A 1.6 LEVELS 6 THRU 8 OVERALL FLOOR PLAN A 1. 7 LEVEL 9 THRU 10 OVERALL FLOOR PLAN A 1.8 LEVEL 11 (PH) OVERALL FLOOR PLAN A2.1 ENLARGED TYPICAL END & INTERIOR UNIT flOOR PLAN A3.1 FRONT ELEVATION A3.2 SIDE ELEVATIONS A3.3 REAR ELEVATION NDE HOTEL THESE DOCUMENTS, DESIGNS, NOTES, DETAILS AND SPECIFICATIONS AND CONCEPTS ARE THE SOLE PROPERTY OF FRAze DESIGN, INC, AND SHALL NOT BE REPRODUCED, RE.USED OR COPIED FOR OTHER PROJECTS, IN WHOLE OR PART WrrHOUT THE WRITTEN CONSENT OF FRANK FRAZE, ARCHrrECT, AlA, ALL RIGHTS ARE RESERVED BY THE ARCHITECT IN ACCORDANCE WrrH U.S, COPYRIGHT AND PATENT LAWS. UNAUTHORIZED REPRODUCTION WILL BE PROSECUTED TO THE FULL EXTENT OF THELAW, lJ') lJ') M CO , ..... N CO ........ \ f'.., \ N RECEIVE f'.., M 0 ..... ,.... 5 M :::> M FEB 0 3 2005 <( l- V') 0 22 PLANNING DEPARTMENT 9 IJ.. CllY OF CLEARWATER ~ :::> /Xl V') ffi ORIGINAL tu 0.. ~ en 0 l..!:> M ob N M ........ f'..,' N ,.... ~ l.LJ CO :::> z 0 lJ.J l..!:> ~ M I co ~ N M ........ ~ f'.., N l.U f'.., U t.i.j lJ') z ..... 0 N :J: ~ 0.. SHEET TITLE /CONDO ~/'r ~ g ~ ~ ~ ~ ~< ~ i~ ~ ~ ~= i ~ ~f~ 8 -< @8~ ~ ~ ~=~ ~ ~ gS~ ~ ~ ~O< ~ ~ ~~~ o U ~l/')~ u e\eU PROFESSIONAL SEAL ORA FRANKLIN FRAZE, IV , Ii I II r" 'I ____..L__.wL_______~ OWNER: CLEARWATER GRANDE DEVELOPMENT, LLC. 20001 GULF BOULEVARD SUITE 5 INDIAN SHORES, FLORIDA 33785 * TO THE BEST OF THE ARCHITECT OR ENGINEER'S KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS COMPLY WITH THE FLORIDA BUILDING CODE 2001 , SECTION 1606, FOR 130 MPH WIND ZONE * THE DRAWINGS & DESIGN ARE VALID FOR 12 MONTHS FROM DATE OF BEING SEALED. TO THE BEST OF THE KNOWLEDGE OF THE ARCHITECTS OR ENGINEERS, SAID PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE MINIMUM FIRE SAFETY STANDARDS. SHEET NUMBER ALL DIMENSIONS AND JOB CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR, ANY AND ALL DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT PRIOR TO COMMENCEMENT OF CONSTRUCTION. o ABBREVIATIONS,: A 11 /18 NlClQU50LT t14t /I8V ABOVE !'fAll Ie ~ 11Al< NC A1R~ l1C ~ ACCEll6~ I'ECM N::t ACOII&'IlC4 catG 1U /ID AllEA PIWl I1'lt /IDD ~ APJACalT l1lD /IDJ ANl6TAIlLE MIN M ~ flll5IU'l..ClOIt l4ISC AIal A1R~1tIlT 11. ALT AL1a;HAlE I1J:)G ,.6LltI AI.lI1Ntf I'lO ANOO AIIOOI%ED I10DF AI" ~P.lN!l. l1'It) ~. ~lE I'ItG AflQI ~(IMJ M1I. AeFM Ael'WLT l1IJ. AUro AUratl4TlC I1Il ,AIIlC A\IXLI.6W A\rG A\1!IWI! 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GIliOOIII ~ 1\R!SIOlJ) TOOl.!I> JOtIf tQPCA',JOl&T TQP CA' 6LA9 TOf':CA' &lEEL TOIISf'AA!R Pl8FI:NI!lER tYPlCAL ~ ~IJ.BORATORr lJRll8IE) ItU6& onsuee Hc1II:P UTLITY VMEl&HO) vAf(lIt~ 'l1NY!..8ASl! \INYl. alI1"O&ITIIlN 1U \'I5RIICAI. ..urau \GFY II PaD vl!tS!R \INYl. 'TU VHr1. tllIU. CO'v$Ni d)twllE&T IUlAHR IIml lIIXiP 8ASl! lIlAlER CLOeET "tll:)Ol)I u:lG'l) \9&lt UElGHr lIlAlER IEA!EItI H'l1)fW(t ~fO{ ~1ICl.D8ET IlHlGIIl Illo\LLPAFER llI4I.L I!lIt9 lllIlfil1!Sl lU'INOlIT 1ll4~ _ 6laYlti '( I#ID GENERAL NOTES: SYMBOLS: CONSULTANT LIST - ALL.lIIORK 5J.IAl..L. CONFOFIM TO THE CU~T EDITION OfTI-IE STANDAF!D 6U1L.Dm CODE, AND ALL OTYER GO~~TAL OR ~GUL.ATORY AU'1"I4ORITIES. - GENERAl. CONTRACTOR AND ALL. 5I.I6CONTRACT0R6 TO VERIFY ALl. DlMEN610NS IN TI4E FIELD. ANY DI~ANCIES 8l4ALL. 6E REPORTED TO TI4E,ARCI-IITECT ,PRIOR TO PROCEEDING WIT14 Tf-IE UJOFK DO NOT 6CAl.E PLANS. - TYE~0R&6I-lALL ,6ERE6P0N616l.E FOR FAMIl.IARIZImr TI4EM5El. YES WITI-J THE INTENT Cf TI-lE DRAWINGS. CONTRACTOR AGmS 11-1A114E $HAll BEI4ELDRESPON51eLfFOR I-lAVINS EXAMINED T14E SITE. T14ELOCATION OF ALL FROF05ED UJOFi1K AND FOR I4AVlNG SATI5FIED I-l1M5EL.F, AS TO 11-IE Cl-lARACTER AND 11-IE NATURE Cf THE EXISTm COMDItlONS AND ~ TO 6E PE~t ALONG WIT14 TI-II: lOCATION OF EXISTINS UTIl.ITIES AND ANY OrYER 065TRUCTION5. - IT 6I-lAL.L. 6E T141: RE6P0N616IlITY OF ALl. 5U6CONTRACT0R6 TO HAVE EXAMlNED PW REVIEUED THE COMPL.ETE 5ET OF llJOFlKlNGf DRAW~ ANDIOR5PECIfICATJ~ TO PROVIDE ALl.I..A60RAND MATERIALSFOR114EIR ~$PECTIYE ~A OF UJORK,FOR Tl-1E COMFLETE PW FINI5I4ED IN5TALLATIONIN ~IANCE WI11-I Tf-IE INTENT OF T14E DRAlIJING5 ANDIOR sPECIFiCATIONS HTI-IER IT IS INDICATED OR NOT. AU.. 'lllOIii!K.tlI4ETl4ER INDICATED OR NOT,&HAl..L eElN cot1Fl.!ANCEUJlT14 ALL 6UILDImr CODES AND~INANCES UA-lICl4 ARE AFPlICABLE TO 11-1E PROJECT. - CONTRACTOR TO ffiOYfDE ALL 6Afi1RICADES,SCAR=OI..DING,SIGN5; LIGl-lTm AND OTHER MEANS OF PROTECTION AS ~QUIRED TO COMPLYUJI114 All.. STATEL_ AND LOCAL. ORD~& TO SAFEGUARD ffiOPERTY ANDPER5CN5. 065TRUCTI0N5 514ALL 6E PJ..ACED 50 AS NOT TO DIMINISH THE L.IFE SAFETY REQUIREMENTS. - ALL UlOFiK 5l-IALL 6E FE~ 6Y QUALIFIED CONTRACTORS IN STRICT ACCOf01OANCE WIT14 MANlSACFi.ll"iERS 5FECIfICATI0N6 AND REcct1HENDATIONS. - ALL MATERIAL PW EQUIPMENT 5I-IALL 6E NEW; ST~ AND IN5TAU.ED IN A UlOFIl<MANLIKEHANNER STANDAfiO TO tHE TRADf AND THE AMERICAN &oem CfTESTINGMATERIALS. - THE DESIGN INFOFa1AT!ON INDICATED ON TI4E PLAN& ~ INDICATED TOSE A CCMPLETE AND ~LE 5YSm11N ACCORDANCe UJl1tf ALL PRODUCT MANtlFACTURER'S5FECIFICATIONS; EXISTING ANDIOR PROP05ED eulLDI~ DESIGN, FIELD CONDITIONS, ETC. ALLMI5CEl..LANE0U5 MATERIALS, PARTS, DESIGN DIMEN5ICNS, HTl4ER INDICATED ON TI-IE PLAN50R NOT, &HALL BE INCL.UDED AS PART Cf 11-1IS DRAlIJIt-t:i PACKAGE. - TI4E GENERAL cc:NrRACTOR OR 5U6CON1RACTORS OI1ALL, BE I-lELD RE5PONSI6L.E FOR'Tl-1E REMOVAl. AND Tl-1E FROFER' DI5P05AL. CfMATERtAlSAND 1TEt15 REFERRED TO ,AfJ UOEeRlSlI OR DETER11NED 6Y THE OUNER OR ARCI-lITECT TO 6E REFU5ED. - THE GENERAl. CONTRACTOR 5f4ALL HAYE MADE ALI..REQllIFlED PROviSIONS FOR THE REMOVAL Cf THE DE6RlS ON SITE. -GENERALCONTRACTOR 5HAL.L TAKE ORDINARY ffiECAUTI0N5 TO SEClJRE AND PROTECTMATERlALS. - ALL UJOOD HEMeER$ IN CONTACT lUITI-l MA50NRY 5l-IALL BE PRE55URE TREATED. - ALl. METAL U5ED FOR CONNECTING UJOOP MEM6ERS TO eE 6AI.. VANlZED ORCORROSIONRE51STANT. - THE ARC14ITECT &HALl. NOT 6E RE5PON$IsaLE FOR ANY DEVIATION fROM Tl-1E6E~. - sPECIFIC 5ECTlONS, DETAILS AND 5TAND,,)t-<D DETAILS ARE INDICATED ON n.lED~A:r LOCATIOtJ.sWh~"RE 1HEr OCCUR.. OR AT Cl-IARACTERlSTIC L.OCATIONS. 11-IEY AFPL Y, UON, TO OTHER L.OCATIONS ~ lI1Fl...lED 6Y SIMILARITY a: CON51'Fa1CT1ON. - CONTRACTOR TO COORDINATE SPACE REQUIREMENTS AND INeT Al.L.ATION Cf MECI-lANICAt. AND ELECTRICAl- ~ 11A41Cl4 ARE, INDICATED DIAGRAMMATICALLY ON THE DRAUJING5.FOLLOIl.I ROUTING 5HOUNFOR PIPES, DUCTS, AND CONDUIT AS CLOSELY AS PRACTICAal..E. 'PLACERLNS PARAl.LEl.UJlTH lINE OF6I..OO.UTIl.IZE SPACES EtflCIENTL Y TO MAXIMIZE ACCE55I6ILITY fOR OrYER !NST Al.L.ATION5 AND FOR MAINTENANCE ANDREPA1R5. - IN FINI5I4ED m.A&, UON, CONCEAL. PIPES, DUCTS, AND WI~ WITI41N TI4E ~TRUCTjaiCOORDINATE LOCATIONS CfFtX1'URES AND OUTLETS wrrlot FlNleIot ELEMENTS. - TRAN5PORT ,AND HANDI..E ffiODUCTSIN ACCORDANCEW/I'1FR 1N5~TION&. - ffiGttPTL Y INsPECT 514tR1ENTS TO A$5URE Tl4AT PRODUCTS COMPLY WI REQUiREMENtS, QUANTlTIE5 ARE comCT, AND PRODUCTS ARE UNDAMAGED. - &I-IOUL.D I'1FR INSTRUCTIONS CONFL.ICT UJ/ TI4E D~, REQUEST Cl..ARlFICAtION FROM ARCI4ITECTIENGINEER ~ PROCEEDING. - ALL Tl-1RE5I-IOLDS &HALL COMPLY WIT14 FLORIDA ACCI5e161LITY CODE, 4.13.& Ae FOLLotl15: A 11-IRE5I4OJ..DS NOT TO EXCEED 3/4 INCl4 FOR EXTERIOR $l.IDm DOOR&. 6. 11-IRES~S NOT TO EXCEED 112 INCHJ.lEIGI4TFOR OTMER DOOR TYPES. C.RAISED 11-IRE5HOI.D5ANDFLOOR l.EVEl Cl4ANGFES AT ACCE5516l..E DOORllJAYS 5J.IAL.L6E BEVEl.ED W1T1-t A &LOPE NO ~TER Tl4AN 1:2. - Gte. &HALL ~&HAND INSTAU. CONT. WOOD 6LOCK'G ,IN STUD PARTITIONS FOR ANCI4ORAG: OF WALl ATTACl4ED 1TEM5, INCl.UDING 6UTNOTLlMfTED TO THEFOU..OWJNS; GAAe 6ARS, TOUT ACCE55ORIES, 14ANDRAIL 6~5, UJAI..L CABINETS, WALl. -MOlMED FIXTUrES ETC_ - TI4E OUNER 5I4AL.L. BE RE5P0N516LE FOR PROV1DI~ THE CONTRACTOR WI ROIJGI.I-IN INFO. NECE55ARY TO ACCOMODA TE THE lNeTALlATICN5 Cf OUNER ~ISI4ED AND 1N5TALLfDlTE.H5. - THE CCNr~T~ &HALl. INCLUOE AU. 0IlNE~ ~16HEP AND INSTALLED J1El161N 1J.lE CONSTFaJCTlON ecHEDU/..E, AND $HALL COORDINATE WI THE OIlNER TO ACCOMODATE T14E5E ITEMS. - COORDINATE ALL DEMOLITION ER=ORTS WI THE OUNER. EVERY EFFORT &HALL BE MADE TO MINIMIZE DI$RUPTION Cf OFERTATION AND TO PROVIDE PATRON SAFETY. EXct:56IVE NOISE OR VI6RATION SI-IALl. 6E PRE-AFffiOVED AND COORDINATED WITHE OUNER - COORDINATE .WI TI4EOII.NER. THE PRE-APPROVED DI~PTIONAND VERIFICATION Cf 5ERv1CE WITI4INTHE EXISTING 6UILDINS' 50 A5 TO MINIMIZE Tl-1EDI~ION Cf $RYICE. - CON5TRUCT TEI'1PORA~ CONSTRUCTION PARTITIONS UJlTI41N THE EXI$TmeufLD~ UJ4ICY OFFER AN ENCL.OSURE TO I50LATE ANY DEMOL.ITIONI CONSTRUCTIa4 tIJORI< FRa1 THE GENERAL FU6LIC AND AS DEEMED NECE55ARY 6Y THE OUN:R I-I08E BIB ,OWN1;R/CL.IENT CLEARWATER GRANDE DEVELOPMENT, LLC 2~1 GULF avo, 5lJlTE S lNDlAN ~S,R..ORIDA 3318& PH: 121-~-(/)366 6ECTI~ OR DETAil KEY ~ElECTlONNO. ~~ ~ rTIINn ~ V/bl t4 ~ . .~ W#1 ,mrJ ~ I I ~ 1><1 j~ $ CQQlE'I!, eL.OCK ARC,~ITECT FRAZE DESIGN, INC. 421S CENTRAL Ava&JE ST. PETEF1J9lIF6, FL 33113 PI+. 121-328-361)8 FAX: 121-328-~ eRICK &TM CQQlE'I! 8'/EEL ~ &4TTtiUATION l>>OOD &l\D PARTt1'ICN FNeH GRADE UIOOP OtEN6lONAL I.l.I'I9I:R ~ l'1I313ER UIOOP eI..OCKIG ~~ ELEvATI~ $ECTIG'N CUT DETAIL /tI'f:!ER 8I-EET tf.teER ~' x, DETAIL SYMBOl.. DETAIl. N.teER $&T'1tttlER ~~ B-EvATICNSYHeOI.. 'W"~ IUVA~NI'eER 6I&T IttElER ~ NORTU - FARTmON TYFE ,NOR1l4 ARROW NOT! 1H4T NORM ,~,eHOU.N.K 1IE8E' ORAlIING6'I&'FOR'~. QIL:r~ t)ONtOT ~ 'IRE NORM GROUND LEVEL (GARAGE LEVEL I): 32J&& S.F. 2nd LEVEL (GARAGE LEVEL 2): 33~ &.F. 3rd LEVEL: 481D61 Sf. 4th T~RU 8th LEVEL: 32Jl)24 Sr. ~th THRU nth LEVEL: TOT AL: 26,813 Sr. n2,92& Sr. PROJECT SUMMARY BUILDING CODE SUMMARY INDEX OF DRA WINGS THE PROJECT CON61ST5 Cf A ~3 tIIIlT I4OTEl/CONDO STFaJC'J'UF'a: (~FlOOR5 0V1:R2 R..OOR5 P~). CG'NS1RUCTION TYPE = TYPE n ~ERED INCL.UDES, PCll.IRED INPL.ACE CONCRETE, AND a1J EXTERlORWAl...L5. INTERIOR UJAL.LS ~ METAL STUD AND GYPOOM BOARD. ROOFING SYSTEM IS A6UtL. T -up ROOF AS 5PECIFED. Ell.IIl..PNi PATA : oco.pAJO"; o MeaT 0- OE!llll:A~O~ O~ o l\llCTORr-NJUllTlllAL 0 IfltIIIIIlCtW. /lItlEiI5'lIWEl) -~ 01N&TlllJlrQW.~) g fIE8IlamAL 0CQ.f>1lNCY GRQf't It (Rl) 0 ~ o IEALTII CAIe eHAPI'Elt I -If'PA LR 5AFE7Y C<<lE I1l><EO OCQPANCY. Ta 0 NOg eEPAAA1tCM . Ik 0 CGt6~TYFE; 10 Kg mOMPJO MUPJO vt"PJO vrupJO Y1CP) 0 Y1C!1PJO I'll><EP CQlSTFilIlCTIClN . _0 N09' 'lYfE, Rt VI (PJ T'ri"E It ( 8' ) . 1ft'A2W 0 SPRN::I.ED 1 Tag 10 0 tD BR 11)), ARCHITECTURAL AO.1 INDEX / SPECIFICATIONS A 1.1 GARAGE LEVEL 1 flOOR PLAN A 1.2 GARAGE LEVEL 2 FLOOR PLAN A 1.3 LEVEL 3 OVERALL FLOOR PLAN A 1.4 LEVEL 4 OVERALL FLOOR PLAN Al.5 LEVEL 5 OVERALL FLOOR PLAN A 1.6 LEVELS 6 THRU 8 OVERALL FLOOR PLAN A 1. 7 LEVEL 9 THRU 10 OVERALL FLOOR PLAN A1.8 LEVEL 11 (PH) OVERALL FLOOR PLAN A2.1 ENLARGED TYPICAL END & INTERIOR UNIT FLOOR PLAN A3.1 FRONT ELEVATION A3.2 SIDE ELEVATIONS A3.3 REAR ELEVATION fIIEfI'IrtRi AGIIHCY'. Cl1Y a CUAflIUATER eEACU alLPMi DEPARIl'1ENI' AFfILIC.iliI!lL C<<a (~'fI)ItkH C/t..yJ, - ~A I!Ult.DING QlD! (2HI) . LfE &AFSY c:Gll:lE fIIFPAIiJI (~ . FLClFllDA I'EQWiC.AI. CODE ~ - R~Af'l.tl'eltiCODE (2MJ . Fl..G1N:>A I!!UIIJ:)Mi CODE . REL GAB CGIDE (2IJt)I) - WltlCllW.ELECIRICA.CODE (21)>2) . fll..<:N)A FIFE f"IlE\IEHTlCIfCODE I'2HlJ . Cl1Y a CL.EAI'lWl1ER CQ11NTY ~ CODE. AI'I!!aD 2He,0IaWU 1&&26.. CEeIGIED IN ACCQilr)A<<:'e um nE ~ I!llI.DRi COOl 2f>l/lt eECrfGIN 168 FOR I8IClN I"/ilE&Ue GIH!RA'fIi!l) I!n' A lilt) I8IClN YELOCttr a ~ I1'H 2 a, Q 2 0) 0) RE EIVED FEB 0 3 2005 PLANNING DEPARTMENT CIlV OF CLEARWATER o I(J\i\~AL ROOF Z0NE6 NOTE: TI-I15 &TRUCTtJRE HAS 6EENDE6lGNED A6 A PARTt41..L. Y ENClO5ED S1RUCTURE IN ACCORDANCE WI F6C 2001 5ECTION 1~ftl6 AND A5CE '-<38 FOR WIND-6QM DEeRI5 AREAS. F-'r.:cOJECi L.OCA irON PROJECT RECORD (&SUE DATE: I2m/~ lEYIel~ PATE ~ * TO THE SEST OF THE ARCI-IITECT OR ENGINEER'5KNOUJLEDGE AND BELIEF, THESE PLANS AND $PECIFICATI0N5 COMPl. Y WIT14 Tl-IE FL~IDA BUILDING CODE 2001, SECTION I~~, FOR 130 J'1Pl.I WIND ZONE * TI-IE DRAlIJING5 . DESIGN ARE VALID FOR 12 MONTl-15 FROM DATE OF 6EING 6EALED. VICINITY MAP TOT14E 6EST OF T14E KNOUlLEOOE Cf TI-lE ARCl-llTECTS OR ENGINEERS, SAID PLANS AND 5PECIFICATlONS COMPL. Y WIT14 T14E APPlICA6l.E MlNlMUM6UllDIt-t:i CODES AND 11-IE APPlICA6J..E MINIMUM FI~ SAFETY STANDARDS. ALL DIMENSIONS AND J06 CONDITIONS $I-IAI..L BE VERIfiED 6Y TI-IE CONTRACTOR, ANY AND ALL DI6CREPANCIES &HALL 6E REPORTED TO 11-1E ARCHITECT FRlOR TO COl1'1ENCEMENT OF CONSTtoaJCTlai f&&UE DATE feYIEW 12121/04 FE~IT 12/22/tD4- ~Y. REY. fey. fey. nee DOOJ'ENl'$, DE&IGN&. NOTE&, DETAlI.& AND SFECFlc.4T1Ql& AND CGtlCCPI'& AIiE Tl1E 60LE ~ OF FRAZE ~5IGN. t-lC. AND eHAU.. NOT I3E ~.IE-ue.eP ~ COf>lf:D FOlt 0TIa FROJECT&. N uwu: ~'PART u.m4C\/T TIE ~ CONeENT OF ~ IiWE. ~ITECT, AlA ALL RlGHl'6 Al'E ~ BY TIE Alia4lTECT IN ACCOIiIDAU u.mI u.&. 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DATE 1/31/05 2/3105 CLEARWATER GRANDE HOTEL/CONDO PROJECT PREUMINARY FLOOR PLANS & ELEVATIONS AN ARCHITECTURAL ARTS CONCEPTUAL DESIGN 12,01.04 @Copyrlght 2004, Architectural Arts, Inc, THESE DOCUMENTS, DESIGNS, NOTES, DETAILS AND SPECIFICATIONS AND CONCEPTS ARE THE SOLE PROPERTY OF FRAZE DESIGN, INC, AND SHALL NOT BE REPRODUCED, RE-USED OR COPIED FOR OTHER PROJECTS, IN WHOLE OR PART WITHOUT THE WRITTEN CONSENT OF FRANK FRAZE, ARCHITECT. AlA, cp~ cp ~cp 9 cp~ cp ~GP i i i 1i i ir i I i I I I I ' I , I I I , I I I I I 22d'.0" I I I I I , I , ~ HI' I I I I : I I , I I I , I " I I , I 28':815/16" I 25~.1" I 28'.75~8" 1 !, I ! , ! 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FROI'1 mD LEVEL PARJ<JNG TO 2ND LEVEL PARKING .... .... 0---- ---- , 'I I 1 I I I ------~ I I I , I II I I I I I ---t------ I I I , , r----- to to .... ....... IJ') ..... ....... IJ') PROFESSIONAL SEAL ..... .... .... .' Lrl N .... .... .' Lrl N ~ .... ....... Lrl ~ I -ex, CO ~ .... ....... Lrl ~ I ---ex, CO i I I . i ~I ......., :::1 l.() I .' i LI'l, o ('J 0------ , I " I: " , I I b , ex, b I ex, 32 33 24 23 22 20 19 17 ..... N ('I') ~--.-2 ~~-~ 0---- ORA FRANKLIN FRAZE, IV "j 00 --....... r--. --- '-=-~=i"---=-=-'::~l'i --~ + ~:~.:::JI I ('I') --- _=-J I -t ('I') --- - --,:.= --- - ~ I I , ---r-- I ' I, II::~I~ III III /_J I I 'I 'Il) II I II __1-__:=1_ ,--- __u , J--i---'It-.- , , ,ex, I, I 1'1 I III ~ I 'I I ~ I II 'I I II ~ I I, I I, - -== -==:It - =t-== - =1f1 -=- ~ , I I I : I ,....... : !i I II I II I I 111:r I I I I' I ('I') I I__W_____ '1---' __~_~ r --ti-----=f---r==--rr-' i=~=~=~=~={=~~~=~=~~~=-~~=~=~ i ! i ! i! i I ! 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('I') b , to N ~ .... ....... ('I') .... b , to N lJ:> I ~ N lJ:> , ~ N RE' e:, 1\ I~,:~ , ,c FEB 0 3 2005 PLANNING DEPARTMENT CllY OF CLEARWATER 0--f-- - Q--J , , I I 53 I , I ex, ....... LI'l en I ex, .... I @! 00 ....... L() en , 00 54 55 49 51 52 48 47 45 44 0-r-- - ~ ..... ....... ('t') -00 ....... r--. ~ .' CO ('I') I : . lJ:> ____N___. .... -'....... en o ----.. ~ , , I I I I -F' \'--~~---- " .\._-- \ , 'I .... ....... ('I') COVERED PORTICO OR\GlNAL CO , f :=lJ:> .... ....... r--. o .... -- , ~ ~ .... ....... IJ') .... ~ IJ.. ~ ~ ~ .... ....... ('I') o , b N .... ....... IJ') CO , 00 CO I 00 L.iJ00 ::::>0 Z(,!) ~M <(d" ....IN ~~ 1-'" ZN LLJ'" U .. 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SEE ENLARGED FLOOR PLANS FOR DETAILS t "I 6" to .- ...... ~ ...... ...... 1J'} .- .- .' 1J'} N o I to N t , I 8 -to .- ...... (I'") N .' .- .- to .- ...... 1J'} t.D I -eo CX) 1:0 ,.... ...... (Y') t.D I :.t N 00 ....... 1J'} 0) I 00 ~ .- ....... (I'") ,.... CX) I = --to --,... ...... f'-. o .- -- I ~ to .- ...... 1J'} .- CX) , 00 CLEARWATER GRANDE HOTEUCONDO PROJECT PREUMINARY FLOOR PLANS & ELEVATIONS AN ARCHITECTURAL ARTS CONCEPTUAL DESIGN 12,01.04 @ Copyright 2004, Architectura' Arts, 'nc, I I I I . i NI ~I .- I .- I.() . , i ~() ! 01 ('j R.~". E""... r,_ _ ., ::~, EIVE FEB 0 3 2005 PLANNING DEPARTMENT CllY OF CLEARWATER OR\G\~~,L\L .'''" '~ I i ~~ * TO THE BEST OF THE ARCHITECT OR ENGINEER'S KNOWLEDGE AND BELIEF, THESE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE FLORIDA BUILDING CODE 2001, SECTION 1606, FOR 130 MPH WIND ZONE * THE DRAWINGS & DESIGN ARE VALID FOR 12 MONTHS FROM DATE OF BEING SEALED. TO THE BEST OF THE KNOWLEDGE OF THE ARCHITECTS AND ENGINEERS, SAID PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE MINIMUM FIRE SAFETY STANDARDS. ALL DIMENSIONS AND JOB CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR, ANY AND ALL DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT PRIOR TO COMMENCEMENT OF CONSTRUCTION. ISSUE REVIEW PERMIT REV. REV. REV. REV. DATE 1/31/05 2/3/05 THESE DOCUMENTS, DESIGNS, NOTES, DETAILS AND SPECIFICATIONS AND CONCEPTS ARE THE SOLE PROPERTY OF FRAZE DESIGN, INC, AND SHALL NOT BE REPRODUCED, RE-USED OR COPIED FOR OTHER PROJECTS, IN WHOLE OR PART WITHOUT THE WRITTEN CONSENT OF FRANK FRAZE, ARCHITECT, AlA, ALL RIGHTS ARE RESERVED BY THE ARCHITECT IN ACCORDANCE WITH U,S, COPYRIGHT AND PATENT LAWS, UNAUTHORIZED REPROOUCTION WILL BE PROSECUTED TO THE FUI.L EXTENT OF THE LAW, o q ..q- ..q- ..q- o ~ a u.. ~ ~< = is ~ ~ ~= ~ ~ o~~ ~ ~ ~...:l~ 8 < ~8~ ~ ~ ~=~ ~ ~ ~S~ ~ ~ ~~~ o U ~I/)~ u ~~U PROFESSIONAL SEAL ORA FRANKLIN FRAZE, IV GARAGE LEVEL 2 OVERALL FLOORPLAN Al.2 l.I') l.I') M 00 I .- N 00 ....... I"'-- N I"'-- ~o 1"'--15 ~~ <t:Vl C 52 9 w.. ~ :::> co Vl 0:: UJ t:i 0. 0') ~g M I 00 N M ....... I"'-- N I"'-- ~ w.. !.Woo :::>0 aJt,p ~~ ...IN ~~ I- I"'-- ZN UJI"'-- UUj L.I"lZ .-0 N:I: <;to. ~' \ 8--- Gh @--;L_ 0-~== ===~ 0)---- & L_ 0---- ---- @---- ---- .- ---- ,.... ,.... ---r- .' 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(I'") .- t.D 1 :.t N 00 ...... 1J'} 0) I 00 .- .- ...... 1J'} .- CX) I 00 N (I'") ...... .- .- 1J'} .' 1J'} o N CLEARWATER GRANDE HOTEL/CONDO PROJECT PREUMINARY FLOOR PLANS & ELEVATIONS AN ARCHITECTUAAL ARTS CONCEPTUAL DESIGN 12.01.04 @ Copyright 2004, Architectural Arts, Inc. ~l \\ ~ REceIVED FEB 0 3 2005 PLANNiNG DEPART~ENT C\1Y OF ClEARWA1ER I + * TO THE BEST OF THE ARCHITECT OR ENGINEER'S KNOWLEDGE AND BELIEF, THESE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE FLORIDA BUILDING CODE 2001, SECTION 1606, FOR 130 MPH WIND ZONE * THE DRAWINGS & DESIGN ARE VALID FOR 12 MONTHS FROM DATE OF BEING SEALED. TO THE BEST OF THE KNOWLEDGE OF THE ARCHITECTS AND ENGINEERS, SAID PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE MINIMUM FIRE SAFETY STANDARDS. ALL DIMENSIONS AND JOB CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR, ANY AND ALL DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT PRIOR TO COMMENCEMENT OF CONSTRUCTION. ISSUE REVIEW PERMIT REV. REV. REV. REV. DATE 1/31/05 2/3/05 THESE DOCUMENTS, DESIGNS, NOTES, DETAILS AND SPECIFICATIONS AND CONCEPTS ARE THE SOLE PROPERTY OF FRAZE DESIGN, INC. AND SHALL NOT BE REPRODUCED, RE.USED OR COPIED FOR OTHER PROJECTS, IN WHOLE OR PART WITHOUT THE WRITTEN CONSENT OF FRANK FRAZE, ARCHITECT, AlA. ALL RIGHTS ARE RESERVED BY THE ARCHITECT IN ACCORDANCE WITH u.s. COPYRIGHT AND PATENT LAWS, UNAUTHORIZED REPRODUCTION WILL BE PROSECUTEO TO THE FULL EXTENT OF THE LAW, o q "It "It V o ::J:t: Cl u.. ~ ~< i.l is ~ ~ ~= ~ ~ ~~ ~ ~ o~~ e ~ ~s~ 8 -< ~~~ ~ ~ ~=E u -< g~~ ~ ~ ~~~ ~ ~ ~I/)~ u U ;~u PROFESSIONAL SEAL ORA FRANKLIN FRAZE, IV LEVEL 3 OVERALL FLOORPLAN At.3 L/") L/") ("/') 00 , .... N 00 ........ f',. N f',. ("/') .. ....0 f',.- ("/')0 ("/')~ <(V) o 2 9 u.. o IX :::> IX) V) IX I.U ~ CS'l t;;g ("/') I 00 N ("/') ........ f',. N f',. ~ u... 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" \ \ \ i CLEAAWATER GAANDE HOTEL/CONDO PROJECT PREUMINAAY FLOOR PLANS & ELEVATIONS AN ARCHITECTURAL ARTS CONCEPTUAL DESIGN ]2.01.04 @Copyrlght 2004, Architectural Arts, Inc. ~ 1\ ~) c ~ If: ctvc E fEB 0 3 2005 c 'lANN\NG DEPARtMENt P C\lV Of ClEi\RWA1ER ('\ n \ \,J f\ \ , r , \ * TO THE BEST OF THE ARCHITECT OR ENGINEER'S KNOWLEDGE AND BELIEF, THESE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE FLORIDA BUILDING CODE 2001, SECTION 1 606, FOR 1 30 MPH WIND ZONE * THE DRAWINGS & DESIGN ARE VALID FOR 12 MONTHS FROM DATE OF BEING SEALED. TO THE BEST OF THE KNOWLEDGE OF THE ARCHITECTS AND ENGINEERS, SAID PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE MINIMUM FIRE SAFETY STANDARDS. ALL DIMENSIONS AND JOB CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR, ANY AND ALL DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT PRIOR TO COMMENCEMENT OF CONSTRUCTION. --~--- -_._,-,.~-~, ---~_. ---- ----, - ~~---------~"-- ISSUE REVIEW PERMIT REV. REV. REV. REV. DATE 1/31/05 2/3/05 THESE OOCUMENTS, DESiGNS, NOTES, OETAILS AND SPECIFICATIONS AND CONCEPTS ARE THE SOLE PROPERTY OF FRAZE DESIGN, INC. AND SHALL NOT BE REPRODUCED, RE-USED OR COPIED FOR OTHER PROJECTS, IN WHOLE OR PART WITHOUT THE WRITTEN CONSENT OF FRANK FRAZE, ARCHITECT, AlA. ALL RIGHTS ARE RESERVED BY THE ARCHITECT IN ACCORDANCE WITH U.S. COPYRIGHT AND PATENT LAWS, UNAUTHORIZED REPRODUCTION WILL BE g I ~ ~< Os ~ == " ~ ~ ~= ~ ~ ~~~ ~ ~ ~S: 8 -< ~~~ ~ ~ ~=~ !$ ~ g~~ ~ ~ ~~~ U U ~~u ~ ~ PRQfESSIQNAL S~A~ ORA FRANKLIN FRAZE, IV LEVEL 4 OVERALL FLOORPLAN Al.4 l.I1 LI'l M 00 I 0- N 00 ........ l"- N ?"- M .. .....0 I"- - MCl M:J <(t;; Cl 0:: o ...J w.. <.6 0:::: :J /Xl V) 0:::: WJ tu 0.. O"l ~g M I 00 N M ........ l"- N I"- ~ L.l.. 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TO THE BEST OF THE KNOWLEDGE OF THE ARCHITECTS AND ENGINEERS, SAID PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE MINIMUM FIRE SAFETY STANDARDS. ALL DIMENSIONS AND JOB CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR, ANY AND ALL DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT PRIOR TO COMMENCEMENT OF CONSTRUCTION. ISSUE REVIEW PERMIT REV. REV. REV. REV. DATE 1/31/05 2/3/05 THESE DOCUMENTS, DESIGNS, NOTES, DETAILS AND SPECIFICATIONS AND CONCEPTS ARE THE SOLE PROPERTY OF FRAZE DESIGN, INC. AND SHALL NOT BE REPRODUCED, RE-USED OR COPIED FOR OTHER PROJECTS, IN WHOLE OR PART WITHOUT THE WRITTEN CONSENT OF FRANK FRAZE, ARCHITECT, AlA. ALL RIGHTS ARE RESERVED BY THE ARCHITEC11N ACCORDANCE WITH U.S. COPYRIGHT AND PATENT LAWS. 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CLEARWATER GRANDE HOTEL/CONDO PROJECT PREUMINARY FLOOR PLANS & ELEVATIONS AN ARCHITECTURAL ARTS CONCEPTUAL DESIGN 12.01.04 @ Copyright 2004, Architectural Arts, Inc. G~\ \\~ ~, 7 - ~ . 1 ~ , ~ , ~~ ) \ "... RECEIVE FEB 0 3 2005 PLANNING DEPARTMF-Nr CI1V OF CLEARWATER ORIG1NJ\L * TO THE BEST OF THE ARCHITECT OR ENGINEER'S KNOWLEDGE AND BELIEF, THESE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE FLORIDA BUILDING CODE 2001, SECTION 1606, FOR 130 MPH WIND ZONE * THE DRAWINGS & DESIGN ARE VALID FOR 12 MONTHS FROM DATE OF BEING SEALED. TO THE BEST OF THE KNOWLEDGE OF THE ARCHITECTS AND ENGINEERS, SAID PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE MINIMUM FIRE SAFETY STANDARDS. ALL DIMENSIONS AND JOB CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR, ANY AND ALL DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT PRIOR TO COMMENCEMENT OF CONSTRUCTION. ISSUE REVIEW PERMIT REV. REV. REV. REV. 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GMNDE HOTEL/CONDO PP.OJECT PP.EUMINAP.Y FLOOR PLANS & ELEVATIONS AN ARCHITECTURAL ARTS CONCEPTUAL DESIGN 12.01.04 @ Copyright 2004, Architectural Arts, Inc. ~ OJ ~ r~j \~6 I~ .... RECEIVED FEB 0 3 2005 PLANNiNG DEPARTMENT cnv Of CLEARWATER ORIGINAL * TO THE BEST OF THE ARCHITECT OR ENGINEER'S KNOWLEDGE AND BELIEF, THESE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE FLORIDA BUILDING CODE 2001, SECTION 1606, FOR 130 MPH WIND ZONE * THE DRAWINGS & DESIGN ARE VALID FOR 12 MONTHS FROM DATE OF BEING SEALED. TO THE BEST OF THE KNOWLEDGE OF THE ARCHITECTS AND ENGINEERS, SAID PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE MINIMUM FIRE SAFETY STANDARDS. ALL DIMENSIONS AND JOB CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR, ANY AND ALL DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT PRIOR TO COMMENCEMENT OF CONSTRUCTION. ISSUE REVIEW PERMIT REV. REV. REV. REV. DATE 1/31/05 2/3105 THESE DOCUMENTS, DESIGNS, NOTES, DETAILS AND SPECIFICATIONS AND CONCEPTS ARE THE SOLE PROPERTY OF FRAZE DESIGN, INC, AND SHALL NOT BE REPRODUCED, RE-USED OR COPIED FOR OTHER PROJECTS, IN WHOLE OR PART WITHOUT THE WRITIEN CONSENT OF FRANK FRAZE, ARCHITECT, AlA. ALL RIGHTS ARE RESERVED BY THE ARCHITECT IN ACCORDANCE WITH U.S. COPYRIGHT AND PATENT LAWS. UNAUTHORIZED REPRODUCTION WILL BE g ~ ~ ~ ~ ~< Os ~ = r- ~ CJ ~= ~ ~ -~~ ~ ~ ~51iS u -< O;:J~ 8 ~ ~'-'~ ~~ ~ ~ ~ ~=~ ~ iS~ ~ ~ ~O~ ~ ~ ~~~ \oJ U ;~u PROFESSIQNAL SEAL ORA FRANKLIN FRAZE, IV LEVELS 9-10 OVERALL FLOORPLAN AI.7 L/") L/") M 00 I .... N 00 ....... /'-- N /'-- M .. ....0 /'--- MO M~ <!V'l o 0:: o ...J w.. c.6 0::: ::J Cl:l V'l 0::: UJ tw 0.. r-:~ V'l(,O M I 00 N M ....... /'-- N /'-- ~ E 0 0 UJ C ::J 00 ,Q> z 0 m ~ (,0 M ~ <t I 00 N -l N (Il M J:: ~ ....... @I l- f'-.. :E z N UJ /'-- U W L/') z .... 0 N s: '<t ISSUE REVIEW PE~MIT REV. REV. REV. REV. DATE 1/31/05 2/3105 CLEARWATER. GRANDE HOTeUCONDO PROJECT PREUMINARY FLOOR PLANS & ELEVATIONS AN ARCHITECTURAL ARTS CONCEPTUAL DESIGN 12.01.04 @Copyrlght 2004, Architectural Arts, Inc. THESE DOCUMENTS, DESIGNS, NOTES, DETAILS AND SPECIFICATIONS AND CONCEPTS ARE THE SOLE PROPERTY OF FRAZE DESIGN, INC. AND SHALL NOT BE REPRODUCED, RE-USED OR COPIED FOR OTHER PROJECTS, IN WHOLE OR PART WITHOUT THE WRITTEN CONSENT OF FRANK FRAZE, ARCHITECT, AlA. 9CP ~cp cp cp 5.4 cp 6.9 cp 7.5 cp 8.1 cp 9.6 0p 9 7~ 7~ II II I J I I t I I I Ii Ii ,I J I I I I I I I I I, I. r I' I I I I I I I I 'I II I I I I I I I I J J I, I. 220'-0" I I I 20'-0 9/16" 179'-1011/16" 20'-0 3/4" I II II I lu II r III 19'-161/2" 5 13/16" 20'-03/4" 19'-101/2" 19'-10 9/1 6" 19'-10 9/16" 19'-10 9/16" 19'-101/2" 19'-101/2" 19'-101/2" 19'-101/2" 20'-0 3/4" 16ft ALL RIGHTS ARE RESERVED BY THE ARCHITECT IN ACCORDANCE WITH U.S. COPYRIGHT AND PATENT LAWS. 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OVERALL FLOOR PLAN LEVEL 11 TO THE BEST OF THE KNOWLEDGE OF THE ARCHITECTS AND ENGINEERS, SAID PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE MINIMUM FIRE SAFETY STANDARDS. SEE ENLARGED FLOOR PLANS FOR DETAILS Al.8 ALL DIMENSIONS AND JOB CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR, ANY AND ALL DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT PRIOR TO COMMENCEMENT OF CONSTRUCTION. ISSUE DATE REVIEW 1/31/05 PERMIT 2/3105 REV. REV. REV. REV. I 1- -:- -., ~ I 1____, , I 1- -:- -.., ,----~ I 1____, , I 1- -:- -.., I____~ ! 1____, __J I I~- ~ ~ , , , , , , , , , , , , , , , , 'L _ THESE DOCUMENTS, DESIGNS, NOTES, DETAILS AND SPECIFICATIONS AND CONCEPTS ARE THE SOLE PROPERTY OF FRAZE DESIGN, INC. AND SHALL NOT BE REPROOUCED, RE-USED OR COPIED FOR OTHER PROJECTS, IN WHOLE OR PART WITHOlJT THE WRITTEN CONSENT OF FRANK FRAZE, ARCHITECT, AlA. KEY PLANS ALL RIGHTS ARE RESERVED BY THE ARCHITECT IN ACCORDANCE WITH U.S. COPYRIGHT AND PATENT LAWS. 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