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FLD2005-02017 I FLD2005-02017 18419 US HIGHWAY 19 N Date Received: 02/01/2005 CLEARWATER RETAIL PARTNERS ZONING DISTRICT: C LAND USE: CG ATLAS PAGE: 318A PLANNER OF RECORD: WG~~~(~~~r,\~,: \=-lQ) 1\<11\'-__0\1 IJ 1'_ i u6 ~ L-.--- \.-~ At"K 0 9 2005 IBln 1A'0-'" 'n~\rrF.' If;\F"iC)f,;\ ro'i7I~,~IE~""if urnh~jIU~.J'u\..\:0 0lSIJ/J uu'>S.iJIJVuts~~U 0W, II /?\Ire tn rc()rry"An0"':'~ ')] ~uu v 0u vl.1:L~k\''\\\~VIlUV0~'\\ CLWCoverSheet , ~ _ a ~ ~ _ A ,. ... .- r ,'f/ / ,!'I',,-? rll trrll~:;<' '( t-' . fii~7<> 1'.' ...~\ ~~~... 1t..;~ (!i1J;:\' 'v't...... ~ 1.t' ....."".... cr ;/.. ",---".' I (' 0-r f " ~f$!Cj< '\_';,5-;\V"Vl"l c~ ~(~?' :-~ ..~~ ~c:;'"' ~ ",tT_'\\~ ~ ~!))~ 'C'G. \; -,;\","t(["L<"t;; t"-r"'~ ....~ ...~~-", n~~Af[.~~:~~~'~ 4'-P;;'dLl'nL o'aG C I T Y 0 F CLEARWATER PLANNING DEPARTMENT Po',) 0111(1 Box 4748, CII.AHWAII H, FIOHIDA 33758-4748 MUNICIPAl 51 INlU ~ BIIIlDING, 100 SOUIII MYHIll AVI ;'\{,!, Cl LAI<WAI I 1<, FIOHIDA ))7'56 1111 PIIONI (727) 562-4567 FAX (727) 562-4865 LONG RANGI PI.ANNINC, Drvll OPMI N 1 RI VII W July 28, 2006 Robert Gregg R E Gregg ArchItecture 630 Chestnut Street Clearwater, FL 33756 Re Development Order - Mmor ReVISIOn FLD2005-020l7 - 18419 US HIghway 19 North Dear Mr Gregg On July 19,2005, the Commumty Development Board (CDB) approved WIth mne condItIons the above referenced case, whIch was a FlexIble Development applIcatIOn to permIt retaIl sales and servIces WIth a reductIon to the front (west along US HIghway 19 N) setback from 25 feet to 15 feet (to pavement), reductIons to the sIde (north) setback from 10 feet to five feet (to bUIldmg) and from 10 feet to mne feet (to pavement), a reductIOn to the sIde (south) setback from 10 feet to five feet (to pavement), a reductIOn to the rear (east) setback from 20 feet to zero feet (to pavement), an mcrease to bUIldmg heIght of an addItIonal SIX feet for penmeter parapets (from roof deck - roof deck at 18 67-foot heIght), a reductIOn to reqUIred parkIng from 36 to 33 spaces and a deVIatIOn to allow dIrect access to a major artenal street (US HIghway 19 N), as a ComprehensIve Infill Redevelopment ProJect, under the prOVIsIons of SectIon 2- 704 C, and a reductIOn to the mtenor landscapmg reqUIrement from 10 percent to 6 8 percent, as a ComprehensIve Landscape Program, under the provlSlons of SectIOn 3-1202 G A proposal has been submItted to reVIse the approved SIte and bUIldmg plans as a Mmor ReVISIOn under the proVIsIOns of SectIOn 4-406 WIth the followmg The nature of the proposed development IS now for a two-umt bUIldmg of 5,850 square feet, whICh mcludes a bank (office use) of 4,507 square feet and a restaurant of 1,343 square feet (229 percent of the gross floor area [GF AJ) PrevIOusly, the CDB approved a multI-tenant (SIX umts) shoppmg center of 7,217 square feet, whIch mcluded a restaurant of 1,400 square feet m one of the umts (194 percent of the GFA) 2 The proposed bank mcludes two dnve-thru lanes on the east SIde ofthe buIldmg 3 The proposed parkmg layout IS SImIlar to that approved by the CDB, mcludmg proposed setbacks to property lmes 4 The retentIon area has been relocated to the north SIde of the bUIldmg 5 The dumpster enclosure has been relocated from the east SIde of the bUIldmg to the southeast comer of the SIte 6 The bUIldmg deSIgn has been changed to reflect the two tenant umts, mcludmg the proVIsIOn of the dnve-thru lanes In accordance WIth SectIOn 4-406 A of the Code, the reVISIons proposed are not deemed to be a Mmor ReVISIOn and are, therefore, DENIED for the followmg reasons I I-I,~ 111111\11,1) ,\II\<JI, I<JII, I)()I- I" I Ill'$ II \111\111 h 1111\ 1(>'\",' (Ill '111\11\11111- @ II<J\ I II IIIIII<J, (<J( ,\ II \11 \\1l1 I- ( lid I, \ 1'1 111-'1, ($\ ,\ 111\11\111 I- . I (II \\ I \\1'1 (1\ III '\I \ \'1' /\1111. \1'< 11\'1 A( Ill)\, I \11'1 ll)II(" f . July 28, 2006 Gregg - Page 2 1 SectIOn 4-406 A 2 provIdes that a Mmor ReVISIOn IS one that "Does not change the use unless such change IS of a SImIlar or less mtensIty, as detenmned by the commumty development coordmator" AddItIonally, SectIon 4-406 A 3 states "Does not mcrease the densIty or mtensIty of the development" and SectIOn 4-406 A 9 states "Any other mmor reVISIon that does not substantIally alter the character and deSIgn of the project" WhIle the square footage of the proposed bUIldmg has been reduced and the number of tenant umts has been reduced, It IS that the proposed uses are now an office (bank) and a restaurant that represents an mcrease of mtensIty for thIS SIte for the followmg reasons a Incorporatmg a bank mto the SIte SIgnIficantly changes the projected traffic Impact and trIggers the reqUIrement for a Traffic Impact Assessment due to an mcrease of over 100 vehICle trIps per hour m the PM peak hour b The applIcatIOn approved by the CDB mcluded a reductIOn of reqUIred parkmg from 36 to 33 parkmg spaces Under thIS new proposal, the reqUIred parkIng IS 38 parkIng spaces, whereas only 29 spaces are provIded (1,343 square-foot restaurant @ 15 spaces per 1,000 square feet, 4,507 square-foot office (bank) @ four spaces per 1,000 square feet) WhIle the number of reqUIred parkIng spaces has mcreased, the number of proVIded parkmg spaces has also decreased ThIS new proposal IS not the same as what was reVIewed and approved by the CDB 2 The bUIldmg approved by the CDB was deSIgned WIth a bUIldmg heIght less than 25 feet, mcludmg archItectural features that projected above the roof deck ThIS new proposal mcludes a parapet of three feet above the roof deck (whIch meets current Code) Two archItectural features projectmg above the roof deck are now greater than 25 feet (one at 27+ feet and the other at 29 feet to the peak of each) SectIOn 4-406 A 8 states "Does not mcrease the heIght of the bUIldmgs m a manner that wIll change the overall heIght of the project, wIll not alter the scale of the project, does not exceed the maXImum heIght permItted m by the applIcable special area plan and zonmg dIStrICt" These heIght of these portIOns of the bUIldmg were not mcluded m that approved by the CDB 3 The dumpster locatIon has changed and the setback to the comer of the dumpster enclosure closest to the south property lme IS less than the five-foot SIde setback approved by the CDB SectIon 4-406 A 4 states "Does not result m a reductIOn of setback or preVIOusly reqUIred landscape area " WhIle thIS letter formalIzes the Staff reVIew of thIS new proposal, the findmgs of thIS reVIew were verbally commumcated to you approxImately two weeks ago It has come to our attentIon that thIS applIcatIOn IS now VOID, as there has been no applIcatIOn for a bUIldmg permIt for the project as approved by the CDB, as reqUIred by SectIOn 4-407 There was no request for a tIme extenSIOn pnor to the expIratIon date for thIS case (July 19,2006) Should you have any questIOns, feel free to contact Wayne M Wells, AICP, Planner III, at 727-562-4504 Smcerely, ~ MIchael Delk, AIC Planmng DIrector S IPlannlng DeparlmemlC D BlFLEX (FLD)I/nactlve or FInished AppllcatlOnslUS Hwy /9 N 18419 Clearwater Retml Partners (C)- ApprovedlUS Hwy 19 N 18419 Minor ReVISIons Dev Order - Dented - 72806 doc f , it, ~" ..... j\ .. rrf'CCC-L--r;":;'...... ; \--'\, ~-,. ~\... \. i r /j/r~>,'''' ( , ....'.. e ('r.......\ )j]1 D."L\..... ~; 0% ~)-Il.... ?~I -J.S..I/I(.,....~ v..",;... I r "'I''''' ,1 r I..~...t .... \ I I'" ('(,,{"t '; ~ tJl.. ...' _ ...-:.. /,- " ..'_/\\ 1 ~ ~ l~bll~;;::~=--:-~-~~~CN ,\1" \~ ~o~ ~'r:::aCJ ,>,rl',-?~ --=_ ''''~~'t '" 5 Ak---- ~ :".7t ~{?fl"~-;;"jt~:J -p VAr~~ '\1~ ~~LTJi:lfP-';! CITY OF CLEARWATER PLANNING DEPARTMENT POST OFFICE Box 4748, CLEARWATER, FLORlDA 33758-4748 MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORlDA 33756 TeLEPHONE (727) 562-4567 FAX (727) 562-4865 LONG RANGE PI.ANNING DEVELOPMENT REVIEW July 20, 2005 Mr Robert Gregg 630 Chestnut Street Clearwater, Flonda 33756 RE Development Order - Case No FLD2005-02017 - 18419 US HIghway 19 North Dear Mr Gregg ThIs letter constitutes a Development Order pursuant to SectIOn 4-206 D 6 of the Commumty Development Code On July 19, 2005, the Commumty Development Board revIewed your request for FlexIble Development approval to permIt retaIl sales and servIces WIth a reduction to the front (west along US HIghway 19 N) setback from 25 feet to 15 feet (to pavement), reductIOns to the sIde (north) setback from 10 feet to five feet (to bUIldmg) and from 10 feet to mne feet (to pavement), a reduction to the sIde (south) setback from 10 feet to five feet (to pavement), a reductIOn to the rear (east) setback from 20 feet to zero feet (to pavement), an mcrease to bUIldmg heIght of an addItional SIX feet for penmeter parapets (from roof deck - roof deck at 18 67-foot heIght), a reductIOn to reqUIred parkIng from 36 to 33 spaces and a deVIatIOn to allow dIrect access to a major artenal street (US HIghway 19 N), as a ComprehensIve Infill Redevelopment ProJect, under the prOVIsIOns of SectIon 2-704 C, and a reductIOn to the mtenor landscapmg reqUIrement from 10 percent to 6 8 percent, as a ComprehensIve Landscape Program, under the proVIsIOns of Section 3-1202 G The Commumty Development Board (CDB) APPROVED the applIcation WIth the followmg bases and condItions Bases for Approval 1 The proposal complIes WIth FleXIble Development cntena as a ComprehensIve Infill Redevelopment Project, per Section 2-704 C 2 The proposal IS m comphance WIth other standards m the Code, mcludmg the General ApplIcabIlIty Cntena per Section 3-913 3 The proposal IS compatible WIth the surroundmg area and wIll enhance redevelopment efforts CondItions of Approval 1 That the final deSIgn and color of the bUIldmg be conSIstent WIth the conceptual elevatIOns submItted to, or as modIfied by, the CDB, 2 That, pnor to the Issuance of any permIts, a letter of approval from the CIty of St Petersburg be submItted provIdmg for the reconstruction of the parkmg lot, landscapmg and freestandmg SIgn wlthm theIr easement, 3 That 1,250 square feet of tenant space be restrIcted to an office use or a use WIth SImIlar parkmg reqUIrements of an office use Any change m tenant mIX from that mdIcated m the applIcant's letter dated June 16, 2005, shall be evaluated for complementary operatIOnal charactenstIcs and parkmg demand, and may reqUIre approval by the Commumty Development Board, FRANK HIIlBARD, MAYOR Bill J01'<50N, VICT-MAYOR HoYT HA \1111 ON, COUNCil \1CMBfR @ JOHN DORAN, COU:\ClI \\F\lBl R CARl I N A PI TfR<;! N, COU1\ClL\'C~lB! R "EQUAl EMPI OYMrN I AND AI rIRtv'A1 IV! AC1 ION EM PI 011 R" i .. v~ " July 20, 2005 Gregg - Page 2 I 4 That, pnor to the Issuance of any permIts, plans mdIcate the extenor of the dumpster enclosure to be fimshed m the same matenal ahd color as the pnmary bUIldmg, 5 That the tree survey be shown! on all CIVIl plans pnor to Issuance of any permIts, I 6 That all proposed utIlItIes (from the nght-of-way to the proposed bUIldmgs) be placed underground, mcludmg outdoor lIghtmg lInes, I 7 That all FIre Department ~eqUIrements be met pnor to the Issuance of any permIts, mcludmg the provISIOn on revIsed plans a mImmum 28-foot turnmg radu for emergency vehIcle mgress and egress, 8 That, pnor to the Issuance/of any permIts, "payment m-lIeu" be paId for the retentIOn pond defiCIency of 531 CUbIC feet, based dn 7,271 square feet of redeveloped area and pond volume of 489 CUbIC feet proVIded, and I 9 That all Parks and RecreatIOn fees be patd pnor to the Issuance of any permIts I Pursuant to SectIon 4-407,/an applIcatIon for a bUIldmg permIt shall be made wIthm one year of FlexIble Development approval (July 19, 2006) All reqUIred certIficates of occupancy shall be obtamed wIthm I one year of the date of Issuance of the bUIldmg permIt TIme frames do not change WIth succeSSIve I owners The Commumty Development Coordmator may grant an extenSIOn of tIme for a penod not to exceed one year and only wIthm the ongmal penod of valIdIty The Commumty Development Board may approve one addItIonal/extenSIOn of tIme after the commumty development coordmator's extenSIOn to ImtIate a bUIldmg permIt applIcatIOn I The Issuance of thIS ,Development Order does not relIeve you of the neceSSIty to obtam any bUIldmg permIts or pay any lIrtpact fees that may be reqUIred In order to faCIlItate the Issuance of any permIt or f lIcense affected by ,thIS approval, please bnng a copy of thIS letter WIth you when applymg for any permIts or lIcenses that reqUIre thIS pnor development approval AddItIonally, an ajpeal of a Level Two approval (FleXIble Development) may be ImtIated pursuant to SectIon 4-502 B by the applIcant or by any person granted party status wIthm 14 days of the date of the I CDB meetmg The filmg of an applIcatIOn/notIce of appeal shall stay the effect of the declSlon pendmg I the final determInatIOn of the case The appeal penod for your case expIres on August 1, 2005 (14 days , from the date orhe CDB meetmg) If you have any questIons, please do not heSItate to call Wayne M Wells, Planner III, at 727-562-4504 You can adcess zonmg mformatIOn for parcels wIthm the City through our websIte I www mvclear;water com/gov/de?ts/planmng *Make Us Your Favonte' I Smcerely, I .-' --" ,~ ...."~ /')-"" - -- -;7~0~ MIchaef~~{, i PlannmlDtreClor S IPlannlng DepartmentlC D BIFLEX (FLD)llnaCllve or FInished ApphcatlOnslUS Hwy /9 N /84/9 Clearwater Retail Parrners (C)- Approved\US Hwy /9 N /84/9 Development Order doc ------------ ~ ORIGINAL Prepared by Challenger Enterpnses Inc (Andrew M Nicholson. PE-PLS) Date 6/9/2005 Project Name Clearwater Retail Partner LLC Retenlion Pond - Former Shell station Site, US 19 Provide storage and drawdown for 1/12" of disturbed area (BUilding footpnnt only) Pavement areas and other site portions are to remain and rece,ve pavement overlay ] : BUilding Footpnnt area 7217 SF 1/2" Storage volume 300 71 CF Pond volume ~rovlded Pond shape = Pnsmalic with level top surface of 94 feet by 69 feet, leVel bottom surface 0154 leet by 61 feet one loot depth and having one side vertical, ends and remainder side sloped at 4 on 1 , 489 CF Pond staging calculations Elevation (NGVD) 635 585 535 Pond length (It) 69 65 61 Pond width (It) 94 74 54 Surface area (sf) 648 60 48100 329 40 Pond Volume (cl) 489 00 282 40 000 Ca1culal1on mfiltratlOn rate gIven Factor of Safety o 7 FtlHr-SF (estImated) Calculate the time to restore the storage volume capacity by cummulatlve staging Infiltration Elevation Total Stage Storage I Storage Storage Increment Area (Ft) (Ft3) (Ft2) (Ft3) 635 489 00 648 60 206 60 585 282 40 48100 282 40 535 000 329 40 Total drawdown lime. Td = Elevallon Increment Average Infiltration Area (Ft2) Instantaneous Average Drawdown Discharge Discharge Time Q Q- _, Increment (Ft3/Hour) (Ft3/Hour) (Hrs) 3784 1.:, (Ft) 3295 6 27 : ,_ ,7:'1;.'1 2806 _ ~\l'-.\ ,... .... _~ ~:_" J:~"':'O-l _ ~ ....-- -.-r'Jt-.'f : '<.' 23 ~~ 1.1 95 'Y'lo 1'-; ,~ 1922.../ ., ,,~< _ 'r.,-, >I f (.. '-J Jf~..." ,.~ ~/;:" ..: _ 1 ~ ..> ~ ~ t ,.-1,,'_. .;[;, ~,?,.... <..~ -_ ... '1:~- ur ~ J'&~ \ ".... I., ":;:l'-'l1 t!i "' _~ ~/-=-- t.~ ,_.. ...) (.;:A- ...,... .- ....r.:...A"l_~:!f-;A.., .:::... ...,~ --*'~~.. , ,f: r," " -,'- ~ ~~Y".1;i - w 1~~~' ~ ~ ." r:,,,,~ "",--.'1 (" -" 1" tt Q; -J ":;;F .oJ!: :: ,,!~.. ..... .., I:::. ~ q...... "..,.", drew M Nicholson. F.'E-PlLS >~,.:. E 21~77 " -);" Challenger Enterpr~es. Hic . 'K;' .'7 CE 5282" / 0'" },.")J,~ I- ~F '... <"}--t' I ~ _ c,? ,.. ....) ;.1,:0" :... ~ , , 050 564 80 050 405 20 1822 Hrs -' , :- ~ I . . > ADDRESS: 18419 U S. HIGHWA Y 19 CLEARWATER, FLORIDA. EO UNDARY SURVEY " ) l' ~ o)~ ) 90 ) l' ~ /NVERT-(1 67) -11- ?; - - ~ SO;>.; o 09\ )' ) l' 6 o' ) o "0- " ,,0: lIb 0") FN/D l' f 3889 oz' ) ASPHAL T FN/D .> }'6'~ ./H[CiBLt , Z91 l' I ASPHALT ,Z9L ~)- lj ~_ ,,"'- '" is ~ ~ ,00 ,~9 ) '" .'" '" ~ ~ - '" ~ ") - <?.J ~ '" '" OJ '" '" ",,,, 6' ) CONC '" SIGN 6 --- r ~. ) l' ~ 1 ASPHAL T Q I \ I U I I \I r'\ L ----- ------ 0' ) l' 6 ~ 90) l' 96 ) l' ~ }O _ RC!' )' ) \91) FN/D f 3889 7.; - - - """ <SOS..J - r.; s- - OS} 8S0..1 -t' 0-:'/)- - ASPHAL T GRASS I , I;soHALT ONE STORY c CBS "") CARwASH (6 7' ) 60. 6' ) "'''', 6 " \.\~ .., ,,-0 ("'r1^jrOCTc- '!l.1 ) l " ASPHALT .. 6'Z) ~'"' ~g I ~~ I .. xi'- COVERED I - ~ ,:;) 0", ONCRE7E l' 6 ASP':!ALT &O~) ~ ; ~- -~-{ :<: ~ - .. 6'~ -, ~, ) gS) - ]: - l' 6 ..- Y - - -1 ,0 ) l' 6 CONCRETE I ) 0)9 + ... (1 ONE STORY CBS COMMERCIAL BUILDING I 18419 ; (702 ) .. ..; ) .if 6 .. --------------- ------ ----- ------- -------- ------ ----- NORTH BOUND LANES 9' ) .: 0 '" ""-:,- 00') US 61 ) Y,o ..90J'.f .9.;:>"..J HIGHWA Y 9~ ) }{o CONCRITE CUR 6>.9. ".I 19 .? ) kr 0 8c'6'J .,) II: 0 58,) .' ) ~I 6 0',>0'..) Gre ~ -------------------------------- NOTE THERE MA Y BE UNDERGROUND STRUCTURES NOT LOCA TED NOTE ELEVATIONS SHOWN HEREON ARE IN PARENTHESIS AND ARE BASED ON 1988 NAVD ... INC. BENCHMARK) 7298 LAKEVIEW ROAD CLEARWATER, FL 33756 AUTHORIZA TlON NO SURVEYOR PH (727) 298-0286 FAX! (727) 467-0696 LB 6947 SOUTH BOUND LANES LEGEND RjW=RIGHT OF WA Y 'CONC=CONCRETE N=NORTH PB=PLA C BOOK E=EAST PG=PAGI S=SOUTH LB=L/CENSED BUSINESS W= WEST (M)=F/[L;) MEASUREMEN T SIR=SET IRON ROD (P)=PLA T MEASUREMENT LP=L/GHT POLE WB=WATiR BOX SAN M H =SANITARY MANHOLE FH=F,IRE HYDRANT FCM=FOUND CONCRETE MO/vUMEN T FILE NO SURVEYED BY DRAWN BY DA TE DRA WN DA TE SURVEYED FLOOD ZONE 6' ) l' ~ o' ) l' 6 00) l' 6 ---- 04-2812 SSjRF WDB 11-09-04 10-19-04 IAE(E9) IINO SECTION 20, TOWNSHIP 29 SOUTH, RANGE 16 EAST ~1) / l' ~ /-c? / ~~ TOP-(5J4) /"/,.'" INVERT-(1 49) ~NV:RT~(1:' z:- l' ~ ---- ~. ) l' ~ 61) l' ~ LEGAL 1_ - - o 15 30 1 = 30 -- I 60 S012350W /9994 (M) 5 01 2:9~' 'W 20000 (L) 600) /,' 60') o i5 8Jb~VS~1~ ~~&rfN:/:~~28 PER? TUAL 25 INGRESS/EGRESS EASEMENT PER to 0 R BOOK 3939 PAGES 685 01 ~ ~) ~ & B 05 CONCRETE CURB (TYPICAL r-.. 18 ) 60. TnAT PARi OF GOVERNMtNi LOT 4- LOCATED IN SECTION 20 TOWNSHIP 29 SOUTH RANGE 16 EAST PfNELI..AS COUNTY FLORIDA BEING MORE PARTICULARLY DESCRleED AS FOLLOWS FROM A POINT ON THE EAST RIGHT-OF-WAY UNE OF US HIGHWAY 19 SAID POINT BEING LOCATED SOUTH 89 1948" EAST ALONG THE SOuTH LINE OF SAID SECTION 20 THENCE RUN NORTH 01 25 21" EAST 350 FEtT ALONG THE cAST RIGHT-OF-WAY LINE OF US HIGHWAY 79 FOR A POINT OF BEGINNING (P 0 B I 2) THENCE CONTINUE NORTH 01 2621 M EAST ALONG SAID EAST ALONG SAID EAST RIGHT-OF-WAY UHE 2000 FEU THENCE SOUTH 89 19 48 M !:AST 175 FEET THENCE SOUTH 01 26 2' WEST 200 0 FEET __ THENCE NORTH 8991 '18M WEST 175 FEET TO THE POINT OF BEGINNING SCRIVENERS ERROR " J l' ~ oS) l' ~ 9; ) l' ~ THE LAST CALL OF THE ABOVE LEGAL DESCRIPTION P[ADS NORTH 8991 4SM WEST 175 FEET IT SHOUD READ NORTH 89 1948- WEST 175 FEET 00) l' 6 ,9 ) l' 6 35127 (AI) N012621E JSO 00 (L) 669 ) REVISIONS I) 01-21-05 2) 2-7-05 3) 4) 125096-0128GIIDA TE 9-03-031 *' -ALUMINUM LIGHT POLE III -ELECTRIC BOX P -FIRE HYDRANT 0 -GRATE INLeT -?- -MONITORING WELL 0 - SANITARY MANHOLE ~. -WATER VALVF * - WOOD LIGHT POLE ~ _JOM PALM TREE ~~~ ~ 1)>- -" g: ~g ",- FOUND R R SPIKE . IN BOX CUT 0 Sw COR SEC 20 TWP 29 5 RNG 15 E CERTIFICA TI,ONS DAVID MCCOMAS X X X CERT/F/CA T/ON. I HEREBY CERTIFY THAT THIS SURVEY WAS MADE UNDER MY RESPONSIBLE CHARGE ANO MEETS THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 51G17-5 OF THE FLORIDA ADMINISTRATNE CODE PURSUANT TO SECTION 472027 OF THE FLORIDA STATUTES NOT VALlO WITHOUT SIGNA TURE AND EMBOSSED WITH SURVEYOR SEAL M G MA YCR PLS I 4495 DATE - 199 !:2.. 19-9 ,\~ - -\ - - ~')- - csw 1 ~ l' 6 50 EASEMENT PER l' 0' o R BOOK 3856 PAGES 824-828 36M UNDERGROUND CONCRETE WATER MAIN - :.-_-_:.- -).L":::::: __ r.>.9s .. ,6~ ) GRASS 16& ,-40 ) ,~) ) (.>S~ ,.9 ) ~ 91) 0) 0) ) / 1 l' s CSW ~:., \:; N012521"E 200 13 (M) N012621''C 20000 (L) lJ EP ,,6 ) ~, ) EP IIIlmMatch I Color Display System Provided as a courtesy of Color Wheel Paints & Coatings ~ Body DESERT TUMBLEWEED 8723M Trim CLAY BEIGE 8721W Door NIGHT MAGIC e 8466N Optional Door CLAY BEIGE 8721W .-1' COLOR WHEEL ~fw p.,ints & Coatings T42 (52233) '" '-: -- ~ S t 19 ~<'~ ; am er- <' _'I r. -. :::'.,4 - '-, SAMTER HOMES Note The colors displayed ~AlMf'lt samples of the colors applied to the home However these samples are subject to the effects of age temperature and other factors beyond o"'~~b\ ~human eye s percepllon of these colors when applied to the home can vary due to surface texture of the substrate. product gloss apphca110n R~/1\65f!OO.and reflecl10ns DEe 03 2005 D33400 PLANNING DEPARTMENT CITY OF CLEARWATER .... ~p {?;J~ SITE. DATA EXISTlN4 Pl<OPOSED l<EQUIl<ED - ZONIN~ C ~~ C lAND USE (C4) COMMEl<CIAL ~ OFFICUl<ESTAUl<ANT ) C4 --- LOT Al<EA 34,991.1313 SF (000 AC) 34,991 1313 SF (000 Ac) 10,000 Sf (MIN) ~ LOT WIDTH 200' 200' 100' (MIN) LOT DEPTH 175' "'""- 1 7..!-.-. 100' (MIN) BUILDIN4 FOOTPl<INT 1,979 Sf ~ 5,1350 Sf - - - - (F A l< ) -- - 167 % 4l<OSS FLOOl< M<.EA (sf ) 1,979 Sf G,50L~. ) - - - - OFFICE ~~ L 12 13 % .f - (F A.l< ) 5% - - - - 4l<OSS FLOOl< M<.EA {sf} 1,979 Sf C 1.343 Sf -J - - - - _A. ~ l<ESTAUl<ANT (F A.l< ) 5% L 3 13 J% J - - - - ( Fl<ONT) 15' 25' SETBACK.S (ft) (SIDES) 10' (l<EAR) ..---... ~ - 20' If 17 92' TOP OF DECK ...... BUILDIN4 HEl4HT (ft) ~ 25' (MAX) ~ . PAVED V U A (sf) 0 ~ _""20,317 Sl ~ - - - - SIDEWALK M<.EA (sf) 0 1.1,577 Sf. ~ - - - - IMPERVIOUS M<.EA {!(ATlO) (sf) 31.046 Sf (1313%) (27,7H Sf { 79% 0 95% (MAX) PEl<VIOUS M<.EA (sf ) 3,946 Sf (7,247 Sf { 21 % G - - - - INTEl<IOl< lANDSCAPIN4 (% OF PAVED V U A) l2,021 Sf ( 99 %C:: 10 % (MIN) PAl<K.IN4 SPACES 0 r 27 INC 2 H/C ) .. - BANK. TELLE.l< STACKIN4 0 11 12 VEHICLES V ~ '- ---- ~. ~tl ~ { N Jkt.- dfPV~', SITE... o .-A.. T .-A.. EXISTINe; PI<OPOSED I<EQUII<ED - 10NINe; C C C ( - " ~ Ce; LAND- USE (Ce;) COMMEI<CIAL I<ET AIL/ I<ES T AUl<ANT -- - LOT AR.EA .3+,9911313 SF (000 AC) .3+,991 1313 SF (000 Ac) 10,000 Sf (MIN) LOT WIDTH 200' 200' 100' (MIN) LOT DEPTH 175' 175' 100' (MIN) eUILDINe; FOOTPI<INT 1. q7q Sf r7,;17~f ~ - - - - ............- ~ (F AI< ) 21% e;I<OSS FLOOI< AR.EA (sf) 1,979 Sf c: 5,B~ St~ - - - - I<E.TAIL (F AI< ) 5% (1;0 - - - - e;I<OSS fLOOI< AR.EA (sf) 1,979 Sf r l,~OO 50 - - - - I<E.STAUl<ANT (F A I< ) 5% [+ %1- - - - - - ( FI<ONT) 15' 25' 5E.T5ACK.5 (ft.) (5IDE5) 10' (I<EAI< ) 0' 20' I( -- ~ - ~ eULDINe; HEle;HT (ft ) 113 137' TOP OF Q,tCK. 25' (MAX) PAVED V U A (sf) 0 L. ~9,299 SF "?J - - - - SIDEWALK AR.EA (sf) 0 r:2,15~ - - - - 10) - ~ - ~ IMPEI<VIOUS AR.EA (~ (sf) .31.0+6 Sf (00%) 2.5,2613 Sf (131%) 95% (MAX) PEI<VIOU5 AR.EA ... ~:J (sf ) .3,9+6 5f .!3..1.2B SF lli%) - - - - INTEI<IOI< LANDSCAPINe; (% OF PAVED V U A) ( 1;~ Sf (6 B%) ) 10 % (MIN) pAR.K.INe; SPACE5 0 ( ., ~ INC2H/C............~ ADDRESS: 18419 U.S. HIGHWAY 19 CLEARWATER, FLORIDA. BOUNDARY SURVEY SECTION: 20, TOWNSHIP 29 SOUTH, RANGE: 16 EAST 1") l'l- ~, j~') 6. 90') l'l- ~. INVERT-(I,67) 0") 6, l"l- 96') l"l- ~. 96') l'l- ~. 6") l'l- ~. ~i) / l'l- ~. / t~ ~ ~ TOP-(534') //'1-1< INVERT-fIA9') = ~N~'~{I:4r l'l- ~. 30U RCP j1') l'l- 6. o 6"') 699 6. l . l -11- ~ S - .8?) II ~.; - . OS;; - r.;; 6- - . OS) 6.S0) .\' 6.;?)- ,.~') 6. IIQ.. U IIQ:: ASPHALT ASPHALT . II~ /I II II II II s,or23'50"W, 199.94'(M) S.O "26;~' 'lV. 200. 00 '(L) 6.00') 1.,.9 .0"') GRASS ~') .91'l 6,~ j1') 6. ,) ~,9~ FN/D # 3889 0"') l'l- 6. ~,.') l"l- ~, ') 6.,.1 FN/D l'l- # 3889 ~,..) 6, PERP 25' DRIVEWAY EASEMENT PER O.R. BOOK 3856, PAGES 824-828 UAL 25' INGRESS/EGRESS EASEMENT PER ~ OR. BOOK 3939, PAGES 685 . lei Ol C'; 6~') . ~ . 6. 0.5 CONCRETE CURB TYPICAL 16) 60.4' ASPHALT 1 " FN/D ? ILLEGIBLE "6) ,.,.' l'l- 6. 60,4' .10' ~9') 1. l"l- ASPHALT ,) 1.~9 ') 6.6" l'l- ~ '-=- ....... r.-..::::- ~ Cl ,Cl 'l- . " ~ - - . ~ ONE STORY CBS CARWASH (6.74') . c:i "1 6."'),' l'l- CONCR~ 6.1" CONCRETE .... ~ '"", ""'b -0 " ~.,.i) \ " 6") 6. 6i) l'l- ~. LEGAL: " ASPHALT 06') l'l- 6. 1"') l'l- ~. THAT PART OF GOVERNMENT LOT 4 LOCATED IN SECTION 20, TOWNSHIP 29 SOUTH, RANGE 16 EAST, PINEL LAS COUNTY. FLORIDA, BEING MORE PARTlCULARL Y DESCRIBED AS FOLLOWS: FROM A POINT ON THE EAST RIGHT-OF-WAY LINE OF U.S. HIGHWAY 19, SAID POINT BEING LOCATED SOUTH 89'19'48" EAST ALONG THE SOUTH LINE OF SAID SECTION 20, THENCE RUN NORTH 01'26'21" EAST, 350 FEET ALONG THE EAST RIGHT-OF-WAY LINE OF U.S, HIGHWAY 19 FOR A POINT OF BEGINNING (P.O.8. # 2); THENCE CONTINUE NORTH 01'26 '21 U EAST ALONG SAID EAST ALONG SAID EAST RIGHT-OF-WAY LINE 200.0 FEET; THENCE SOUTH 89'19'48" EAST 175 ITET; THENCE SOUTH 01"26'21" WEST 200.0 FEET; THENCE NORTH 89'91 '48" WEST 175 FEET TO THE POINT OF BEGINNING, SCRIVENERS ERROR: THE LAST CALL OF WE ABOVE LEGAL DESCRIPTION READS, NORTH 89'91'48" WEST 175 FEET. IT SHOUD READ. NORTH 89'19'48" WEST 175 FEET. 1.66' ~9') i..J .LJ . ~ l 1. lC) ". ~ ..- ~ "'") 0, ~ l'l OJ ~ ~ tri Vi CONCRETE I j9') + + l'l- 6, " + " ,i) ~ 6. ~....... . ....J ~::-=- o Cl .Cl ~~ - - 6~') l'l- ~. + ASPHAL T ~~ . ~ -". O' ')' Ol O~ ,,:- 6, C"\j Ol ~3l -~ ~ <:: --- ~,.') l"l- ~. ONE STORY CBS COMMERCIAL BUILDING # 18419 ; (7.02') + ~ j ) .J.'I- 6. + COVERED CONCRETE j') 6.' l"l- --- 6~') l"l- 6. ASPHALT - ~ ,0') 6. l"l- 9j') l'l- ~. ~ -'~- j - ,66') 1.6"') 1.,0') l l"l- ,) ~i J)~_ - - - u- - - - - - ~ 8 ,0') 1. -~- ~": - u~ 611 ~ 50'EASEMENTPER ~' OR. BOOK 3856, PAGES 824-828 .l6" UNDERGROUND CONCRETE WA TER MAIN - - - - -=- -=- -=- -=- - -~/L +-=- -=- -=- -=- -=- -=- -=- + 10') 6. 00') 6, l"l- GRASS c4.6') ') 9i) ~. 351.27'(1.1) N.o1'26'21 "E. 350. 00 '(L) * -ALUMINUM LIGHT POLE ~ -ELECTRIC BOX P -FIRE HYDRANT 0 -GRATE INLET ~ -MONITORING WELL 0 -SANITARY MANHOLE ~ -WATER VALVE *" -WOOD LIGHT POLE ~1') l'l- 6. l'l- 5' CSW "I- 1. --- EP 1,16') .~1') - -= ~,y 1. ---- ,9') 'l"l- 6. r.> '.9S. 9j') 1. FIR 1/2" + GRASS 69') 6. N,01.26'21 nE. 200, 13'(M) N.O 1"26'21 uE. 200. 00 '(L) *" [)] ~ -10" PALM TREE je') 1. EP NORTH BOUND LANES ~ 1') 6.6 ~ .9 ..?",;; C',S. HIGHWAY 6,6~') 6.9~') ~ ~ 0 2' CONCRETE CURl 8 ,;; '.90;; < "i'l-i-,. ~~~ 1::",- _0 0; . c:i '" ~ 0 ttj- 1') 6.9 ~ .9 ''':>~. J 19 ,.~') 6. /!.f8 .86) ,.,.') 6' ~8 .8,) ,.1') 6. ~8 '?8) G~ FOUND R.R. SPIKE ~ IN BOX CUT @ SW COR. SEC. 20, TWP 29 5., RNG 16 E. SOUTH BOUND LANES NOTE: THERE MA Y BE UNDERGROUND STRUCTURES NOT LOCA TED, NOTE: ELEVA nONS SHOWN HEREON ARE IN PARENTHESIS AND ARE BASED ON 1988 NA VD, CERTIFICA TIONS: DA V1D MCCOMAS X X X BENCHMARKJ INC. LEGEND: R/W=RIGH T OF WA Y CONC=CONCRETE N=NORTH PB=PLA T BOOK E=EAST PG=PAGE S=SOUTH LB=L/CENSED BUSINESS W=WEST (M)=FlELD MEASUREMENT SIR=SET IRON ROD (P)=PLA T MEASUREMENT LP=L/GHT POLE WB=WA TER BOX SAN M.H.=SAN/TARY MANHOLE FH=FlRE HYDRANT FCM=FOUND CONCRETE MONUMEN T FILE NO. 04- 2812 REVISIONS SURVEYED BY: SS/RF 1.) 01-21-05 DRAWN BY: WDB 2.) 2-7-05 DA TE DRA WN: 11-09-04 3.) DA TE SURVEYED: 10-19-04 4.) FLOOD ZONE: [AE(E9) II NO: 125096-0128GllPA TE: 9-03-031 C,c-R T/F/CA T/ON: I HEHEBY CERTIFY THA T THIS SURVEY WAS MADE UNDER MY RESPONSIBLE CHARGE AND MEETS THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 61G17-6 OF THE F'LORIDA ADMIN/STRA TlVE CODE, PURSUANT TO SECTION 472.027 OF THE FLORIDA STATUTES. NOT VALID WITHOUT SIGNAT~ ~M5S.D WITH SURVEYOR SEAL. ~ J/7I65 1298 LAKEVIEW ROAD CLEARWA TER, FL. 33756 AUTHORIZA TION NO. SUR VEYOR PH. (727) 298-0286 FAX! (727) 461-0696 LB 6947 M. C, MA YER PLS # 4495 DA TE: SE.CTION 20, TOWNSHIP 2gS, QAN(lE. 16E. PINel.LAS CC)UNTY, FLC)QIOA Le~AL OtSCJ<IPTION THAT PAJ<T ()F ~OVeRNMeNT LOT 4 LOCATeD IN SeCTION 20, TOWNSHIP 29 SOUTH, RANGe 16 EAST, PINeLLAS COUNTY, FLORIDA, BEJN~ MOQt PAQTICULAQLY DtSCQIBtD AS FOLLOWS: FQOM A POINT ON THe EAST J<IGHT -OF-WAY LINe OF U.S. HI~HWAY 19, SAID POINT BtIN~ LOCATtD SOUTH B90 19' 4B" EAST ALON~ THt SOUTH LINt OF SAID StCTION 20, THtNCE. RUN NOJ<TH 01 026'21" cAST, 350 FttT ALON~ THt EAST QI~HT-OF-WAY LINt OF U.S. Hl~HWAY 19 FOQ A POINT OF Bt~INNIN~ (P.O.B. # 2); THtNCt CONTINUt NOQTH 01026'21" tAST ALON~ SAID tAST ALON~ SAID tAST QI~HT -OF-WAY LINt 200.0 FteT; THtNCt SOUTH B90 19' 4B" EAST 175 FteT; THtNCt SOUTH 01026'21" WtST 200,0 FteT; THtNCt NOQTH B9019'4B" WtST 175,0 FteT TO THe POINT ()F BeGINNING. NURSeRY RD ~ ~ BeLLAI RD o CIl "" ~ CIl E E ::2 \f) ~ ~ I \SJ ::J a ~ z ::J ~ 2 I I 0' t- -< ::J \SJ 0 \SJ ::J a z ::J 0 cO I BELLAlR RD ~ 0 z o c ~ 10 Z \f) NeUe 5calg P.I.N. 20/29/16/00000/330/0400 MUNICIPALITY FLOOD ZONE. INFORMATION OWN E.R5HI P: CLEARWATtR RtTAIL PARTNtR LLC 630 CHtSTNUT ST CLEARWATtR FL 33756-5337 CITY OF CLEARWATE.R THIS IS TO CtRTIFY THAT THE. PROPE.RTY SHOWN HtRtON FALLS WITHIN FLOOD ZONt A/E.(E.9) AS PE.R FLOOD INSURANCE. RATt MAP, COMMUNITY PANtl NUMBtR 125296- 0 12~ DATED 09- 0.3- 0.3 ZONIN(4: LAND USE. (C(4): C c:> "A I "A ~ II e... E.X15 TIN(4 PROPOStD C COMMERCIAL RtTAIL/RE.5TAURANT 34,991,66 5F (0.60 AC) .34,991,6B 5F (O,BO Ac) LOT AREA: LOT WIDTH: 200' 200' 175' 175' LOT DE.PTH: BUILOINCt FOOTPRINT __1 979 5 PARKING RE.QUIRE:..D COMMERCIAL DI5TRICT "C': (4R05S FLOOR AReA RtT AIL (F,A,R, ) (5 ,) 1,979 Sf (F.A.R. ) 5% (5 ,) 1,979 Sf (F,A.R, ) 5% ( FRO Nfl (51Ot5 ) (REAR) J!!f ~ - ..- ... .- .' RtTAIL SALES AND SERVICE.S \ RtSTAURANT 4-5/1000 Sf, 7,20)(4 :;; 2B.BO PtR TABLt 2-703 7.20)(5 = 36 PROJtCT PARKIN(4 DE.SI(4N 33 SPACtS AVtRACtt OF 4.5B SPACE.5/1000 5f, <4R055 FLOOR AREA Rt5TAURANT SE.TBACK.S (ft,) BULDIN(4 HE.I<4HT ( .) PAVtD V,U.A. (sf,) SIOE.WALK. AREA (5 ,) IMPE.RVIOUS AREA (RA 10) o (sf, ) o 31,046 S (BB%) 3,946 Sf I I'J c) e... x. ~ 1--1 e.. e.. I PtRVlOU5 AREA (sf, ) INTtRIOR LANDSCAPIN(4 (% OF PAVtD V,U,A.) 1 - TITLt SHtE.T 2 - SITE. LAYOUT .3 - DRAlNA(4E. 4 - LANDSCAPINCt 5 - IRRI<4ATION PARKIN(4 SPACES o PI<OJf.CT NAMe PLAN REVISIONS BY DATf. 5URVf.Y BI:., P~. BY OAT!: CALC. AMN 2/04/05 flf.lD FIBm 1/20/J5 DRAWN E.K. 2/04/05 APPROVf.D AMN 2/05/05 Science and E.ngineering in the Tradijions of The Challenger E.xpedijion Challenger enterprises Inc. #5264 POBox 2e5 Safety Harbor Florida .34695 phone (727) 726-7612 Voyaqe of H~'5 Challenqer, 1&7Z-It}76 Fax (727) 724- 1002 CUf.NT: CLEAQWATE.Q QE.TAIL PAQTNE.Q LLC 630 CHE.STNUT ST CLEAQWATE.Q FL 33756-5337 Qetail/Qestaurant Center at IB41g U.S, Highway 19 N. Clearwater, Florida 33764 Florida Professional engineer, No, 21377 Date -< ' ~--~ I ~-'I > J j'uii; :: . ',I', I ; }(1111 __' . , J, ~ PJJ,', _H_ e: ORfGIN/\L . ." .,. -'-. ..~.. -----,----- 7,217 Sf, 21% 5,B17 Sf, 17 % 1. 400 Sf 4 % 15' ~' 0' 1 B.BT TOP OF DtCK. 19,299 SF 2.159 SF 25,26B S, (Bl %) 5.77B SF (I9%) 1,.326 Sf (6,B%) Title Sheet REQUIRED C C(4 10,000 Sf, (MIN) 100' (MIN) 100' (MIN) 25' 10' 20' 25' (MAX) 95% (MAX) 10 % (MIN) i: ' " , ,. .--. ..., .. '." ,._-,'..:..._~'.. :---J' Ii:. .: . ,: I; , j II ; 1 " -";) I U :i I_I! . - - -C--:--~'-~-Y:}. ~': S\JCsj DATE. 6/16/2005 FlLE NAME. 01- TITlE.-SHtE.T,dw PROJf.CT NO. SHE.tT 1 of 5 -., .- ~ _.--~~--~_....~~-------- II [1' r~' f,' ;-; L\ \, i '\llr----- .c' , , 1 I ,-, ; : \ ',: ,', I" j \ ~ ){lO" I 'UI · J,..-- , '. ".. \U 'l_----- _ ..... _' . ' I PLAtid!i<:~: \ i:; , c.n:'{ Clr "":...:.. '. r"" ,... I . . ,II ~_., ~ I ~ If) ~ Ol t:J o ~ REVISIONS _\~ ~".\\~~~ ~\ \>~~; \ \\ ~ \ {f \\\ NORTH GRAPHIC SCALE '~ 10 1 20 I 40 1.. 80 I ( IN FEET ) 1 inch = 20 ft. I I J A5PHALT I \\ I I \\ I L _ _ _ _ ~\- J \\ tY I I DIA<40NAL PAI<K.IN<4 L______ 5,01 o 23'5(1'W. 199,94'(M) 5,01 026'21"W, 200,OO'(L) FN/D ..... f.x15T1N<4 PAVtMt-t!CPTO I<tMAlN~ FN/ ~~~~~~~~ ?~~j.~~~1'. ILLtQ8Lt // // // // // // // T // // i'~ ~ - - -/ DUMP5Ttl< Ii'" OUTfALL --El / i ; tNCL05UI<t I I ! \\ \\ "11 'A\\El,t ~~ ::0- c ~ ~ ,..: g '" o 6.Z6' u-~~~~Jrl.tT A5PHALT MIN. ~E. 1" (TYP. ) :i ~ 8 ~8~4~ ~ ~ ~ - - ~ .::!. o ~ FlNI5HtD FLOOl< tl.= 7.50' IZO' , I Z4' ;... "! .0 19' ~.,' t-- 0 ~ 0 ..r l('\ r- !:: I/'l ~ C1 ~ ,~~~~~ ~ 1 ~ ~I {f , :~ / / )~ / / --~ - /- ---/ ~ / -:::::: I< = 26' )< ----...... / \ >-- - fh \ \ \ \;: \ Z4' J.. -- -- i -- - Il.i u..i f0 ~ _ ..r t.-> ~ N 0 o ~ ~ :J~ \fi If) M.H fXI5 TlN4 0 CURe i RE.MOVE. INLE.T 7 & CULV~T 40,67' r, ~ L NE.W INleT & CULVf.RT , CONCRE.TE. WAll.WAY / P0551BLE. PATIO ::0- ... ,..: -~ is) H ~ lAN05CAPeD ARfJ. H 4~5 AND 4RA55 AND lAN05CAPf.O TRENCH DRAI~ ~ ~ "". Mtn AND MATCH '- f'y> tXI5TIN<4 <::.? - - V~ - - - - 5TRttT U4HT ~ ~ ~ 9 (RE.MOVt)___~ l "" ~~f\ * ~ 92Z' "" ~0 -=- -= - - _ - - -- - - ::0- N ? c:::;> K - 9' lYPICAI. ~ Ll SPAre &' &' (~ ~ -.0---- <41<A55 /' ~ ;MIl/' '~1'11 /' - \\ . T 1'" <~ / (j. 2~.~~ ~~ ~~p_~O~~':~~t~T=~.~~)_~///Q' FN/D # 3ee9 r fXI5T1N~ er- 5,5. IJ\TfRAL P~ CITY ATLAS X Mf.eT AND MATCH txI5TJN<4 A5PHAL T - ~- - .-J N':-' 00 ,0 0!:: o 3~ = ~ ~ -..r I-- 0 0' l';" ~~ ~:i z PI<OP05tD CULVtl<T tXI5 TIN<4 CULVtl<T @ _ -25,ee:.- - - --- :i ~ --- --- --- o Il.l 6 I/'l ~ --- --- --- --- - --- o ~ 50' E:ASE:ME:NT PE:R OR. BOOK 3856, PAGLS 824 -828 36'" UNDERGRDU/'vD CDNCRLTE WA TER MAIN \I) ~ --- --- 7.33....... - --- Sk.immer lij required} is to be made of 18 ga. aluminum, and posijioned against the flow of drainwater, Use standard approved frame and grill, for traffic area use All concrete to be be 3000 PSI at 28 days. E. ev. as shown on plans ~ ..' COMPM:TED SUBGRADE -.-/ Detail Section INVERTED CROWN CATCH BASIN N. T. 5. 31'-0' 31'-0" 3" BIT, CONC, SURFACE. BINDtR COUR5E. AND 5URF ACE. COURSE, ClASS J. 1- 1/Z' COMPACTE.D THIC(NESS PE.R COURSE.. TYPE. A OR B AQ4RE.4ATt BASE. COURSE., 0/' MIN. 6" x 0/' VE.RT. CONCRtTE. CURB (StE. 'OUAlL') TYPE .. p' CURB DtTAll N. T, 5. 14 20' ..I ,\ LSJ \\ LtXI5TIN<4 UFT 5TATION TO 8e M~D~f~INT~H~5~A~K.?~~t~~~ , 0 / 6" OIA. STeeL BOLLARDS CONC. F1LLf.O (TYP) - ReBAR TYPICAL ---- N 0 'j' CONCReTe Sl..A6 W/ 6X.6 10/10 WWM ON COMPACT FILL ~ -- fACE. OF CU~ OR roGr. OF PAVEMOO ~ - / / / / ..-- --r;. / - ~?~1r(f " Jr r- 5TRttT U4HT "" 1/ (E.X15~ --- --- --- '- :--- -'- - 'y, 7 '\, ,., Fll< 1/2:' I1.l tJ... - - Ol u- - - z o u c.5TRf.fl U4!iT E.X15'U _ - "" '" CiRA55 AND lAN05CAPtD AREA - Fll< 1/2" ~ - ---=- r - - - 1- 5' C5W \ I I\J \ \ \ \ N,OI026'21"t, 200,L3'(M) N,O 1026'21" t. 200,OO'(L) I MteT AND MATCH tXI5T1N<4 \ I<tWOl<K. tXI5TIN<4 Ol<IVtWAY RE.MOVE. E.X15T1N4 DRIVE.WAY NORTH BOUND LANLS u,s, HIGHwA Y 19 ANY AND ALL UNDtl<<41<OUND VAULT5, Df<AlN COVtl<5 AND <4I<ATIN<4 MU5T MteT H5- 20 5PtC5, 5URVE.Y 81::.. P~. Science and En9ineerin9 in the Traditions ot The Challenger Expedition Challenger Enterprises Inc. #5284 p 0 80x 285 safety Harbor Florida 34695 phone (727) 726-7612 Voydge of HI15 Challenger, J872-1876 Fax (727) 724-1002 8Y DATt 8Y DATf. CALC. AMN 2/5/05 FIELD DRAWN EK 2/5/05 AMN 2/5/05 APPROVf.D Cr RIG I N /\ L \ --- --- '0 - ..... a::: 4: :::J o Vl 'lL) o ..... -...., 3' TO 5' 5QU~E tlANDATORY WHITt ON BLUt BACK~ROUNO NOTES: 1. Mf.TAL POST TO BE. c.4LVANlZf.O, ALl BOLT5 NUT5. WASHf25 ANO SCRE.WS MU5T BE. ~U5T~OOf. 2. CONCRETE fOR FOOTING SHALL BI: PORTlAND C!:MfNT AND HAVE. A MINIMUM COMP~ESSIVE 5T~ENGTH OF 3,000 P5I. 3. 51~5 Will BE. fABRICATeo BY USING ~I:FlfCT\Vf. COATING IN THE SYMBOL. MESSAGE. AND BO~Dfi APPUf.O TO A 5HE.f.l ALUMINUM 8AC(ING (.000) IN THICI:.NE55. 4, MES5AGE. Lf.TTOON4 SHAll BE UPPER CASt (WHITI:)(SOOES &) Z' HIGH IN ACCORDANCE. WITH MANUAl ON UNIFORM TlWllC CONT~OL DE.V1Cf.5, 5, 1..JHr. 5YMBOL 15 COMPOSfO Of lWO U!:MOO5, A "nlTE. WHEf.LCHAI~ fl4U~E. (WHlOl SHOULD ALWAYS FACE rzIqiT) ON A 5QU~t BAC(~OUNO INTERNATIONAL Blue IN COlOR, 6. 51GN POST SHALL BE. MIN. 2'-0 CLEAR FROM 8AC( OF CU2B. 1'-0" 1-4 "'I <0 I o 1 INTERNATIONAL 5YMBOL OF ACCES5 (5U NOTE 5) BLUE. MCI:.GROUND PA2I:.ING BY D15ABLfD PERMIT ONLY 5Et DE.TAlLS BE.LOW $255 FlNr. f.5.3 16. 14 .AMOUNT OF FINE PER APPUCABLf. MUNlCJPAUlY . o .1 r-- ME.TAL POST ( ASTM A-leD GRADE. 5) 5TEtL WI ASlM A-123 fiNISH 31ef HOLES WI HOLES DrzliliD ON I" COOf.25 fUll Lf.NQ'H. METAL POST. ATTACH WI 5116" )( 2-1/4" BOLT5. (TOP & 6OTTOM Of 51~) o ,1 N L. 1'-0" .1 CONC~E.Tf. FOOTING NOTE.: ALL PROPOSeD ON 51TE. UTIUTIf5 (fROM R14HT Of WAY TO PROPOStD BUILDIN4) MU5T BE. PIJ\CtD UNDER~ROUND, INCLUDlN4 OUTDOOR U4HT1N~ OV~HEAO UNf.5, LLC Clearwater t<etail Partner 63CJ chestnut Street Clearwater, Florida Florida Professiondl E.n9ineer, No, 21 J 77 Ddte .____--..-A-- -- - ---- PROJE.CT NAME. Retail/J<estaurant Center at Highway 1 9 N Florida 33764 1 B41 9 U .5. Clearwater, TYPICAL SECTION-ALL PAVEMttiI N.T.S. 1" (IIlV. CANf BOLT TOP COUl<SE ''If BlOC( POURfD SCUD 3" Cf\lVANIZf.O POLL STUCCO TO MATCH BUlLOIN4 FlNI5H fJ BLOC( WALL WI #5 - Rre~5 VfRTlCAl 4) 3'-4" O,C. & @ CORNeRS FlLL CE.Ll5 WI CONCRETE (J' THICl:.tNf.O 5W!l WI .5 - ~E5AR CONT. VC UNfO O~lLLD HOlf fOl< lOC(ING ClOStO AND OPtN HANDICAPPED ~ _r--Sff Dt:TAlL BI:LOW - 1'-0" -I I" O)NC. WAU: RAMP row SEE 1;:;;oNO. 109 ~ DOWN CONC. WAU: SEE II()[X NO, 1 o to I '~ PA2I:.ING BY OJ5ABLfD PWI/T ONLY VIOLATORS Will B!: FlNE.D $255 .. ~ V~., ~~ rJ 6' WID!: TRAfFIC BLUr. STrzlPE (lYPICAL) 6' WIDE. TRAffIC WHITE. 5TrzlPE. (lYPICAL) 6' STllQ<E HC SIClN -L- 12'-0" ~ H' i 29'-0' 2" (lYPlCAl.) "I 12'-0. 11 SIOE.WAU: = '00 HANDICAPPeD STALL DeTAll NOTE.: All pavement markings to be thermoplastic;. 6' BLUI: HASH MAf2(5 ON 2' COOEfS SINGLE. BLUE. 6" STrzlPI: NOTE.: On October I, 1900 the state passed a bill denoting how handicap park.in9 spates ~hould be mark.ed: Th~s bill WI~s, in addijion 10 th~ requirements of a bill prevlouslt. enacted, ThiS dla9ram IOdltates the dImenSions and mar~in9s required by 5tate of Florida laWl. HANDICAP PARKINC; 5PACf. PLAN DATE. 6/16/2005 Proposed Site Layout of Highway Florida FILe NAMe 02-5ITt- LAYOUT,dwg PROJeCT NO. 16419 U.5. Clearwater, 1 9 N 33764 5Hf.f.T 2 of 5 -- ~_.._--,- ,-""'--~'~+-"""""""....,,,. ...,,",.~._-_"---.'.- If) If) <( al CY o \l.J tiJ al U Z o u QE.\!I5ION5 \ NORTH GRAPHIC SCALE 20 0 10 20 40 80 ~ I , I I ( IN FEET ) 1 inch = 20 ft. EXlSTlN~ 36" RCP {'l ~~ ,;.. FN/D # 3669 -1/1 - c.... u Oill' DIA~ONAL PARKIN~ : (\J , ~IL____ z NEW 12" RCP ~ II >< uJ ' d'\ EXlSTlNdlpAV~ TO REMAIN \\ + I L -t I ~ -\\- I-=- I \\ ---\ \ --.J GRASS ASPHALT 5.01023'SG'W. 199.94'(M) S.OL1~'ZI"W. 20&~O'(U ,;.. bP \\ FN/D I LlE.GIBlE. DUMPSTER ENCLOSURf ~ II, EXlS TlN~ \ ~ 2" (; V ' 6,24' I) I~ - I~ 7,1 ' ::; ~ L - ~ - 0 I'- I (f) 0 ~ l(\ I'- I'- Il..i Il..i f0 ~ ~ <0 (]' N 0 0 U ~ (]' (f) If) If) txlS TlNG UFT STATION [SJ ~ \\ <o~G)\~ ~G~ \)t,'J ~~Gt. \)\2.~ ftNl~W 0[.,bJb 110 \\ \') 16') 6.3 6, ("1- ~,-i \\ NEW 4')(4' INLET TOP=5.52' INVERT = 3.+2 FJR 7,45' 7.38' 7 A') ~,~ V 7.5' '- ---- lAN05CAPfO Nl.fA ~RA55 AND ---- ~ ---- 6,00' CI ~ <::=J c:::> <> TR~~N c:::> ~ ~ 6.ge' B' - -" -1;i^ , (-I- 7.34' /- i - t' .03' T.C. .04' T,C ----- t - 7.53--- T.C, .54' T,C ---- POLE SICN - ST~ffi UCHT- EXIST. ) 0,09' ~" t;.. 1 ~ b~" \, 11 ._,-=,,~._._,- ~ n" ,;.. ,;.. ~'\ 1. , ,-, -, -, - ,~~~-, -. ,,, 5' CSW ;.. - NORTH BOUND LANES -1'" I),~ \ \.'1- v ~''\ lb~ ,;.. ~s, ,'I- H I G /:-:-kJ~ A Y ,'I- ,,, 1 9 \.1- lb'bc~ ~~" ,;.. 0' SURVEY IK, pc, Science and engineering in the Traditions of The Challenger exped~ion Challenger enterprises Inc, #52B4 POBox 2B5 safety Harbor Florida 34695 phone (727) 726-7612 Voyage of HM5 Challenger, le72-IB76 Fax (727) 724- 1002 BY DATE BY DATE CALC. AMN 2/5/05 FJELD ~ / ~G RCP @O_II_INVW-iI.34'l ~ ((. 297,52' 36" ~~ti:~9 r fX[5T1N~ f!J', 5.5. LATfRAL PtR CIlY ATLA5 . ~'2( \" b~ , ASPHALT ,-.. L-. '-" -1 N:-' 00 -0 L(\ . I'-~ 33 ~ - ~ O(]' I'- NO-- o (f) 0"' . lS)z Z o '~NlET (EXIST.) . TOP=(5.S2'r .-IN.VERr;-( 3.42') .----- 0" 1 PRESSURE RELEASE VENT ---- .----- ----- ~" FI& 112" \~~ Ii- 1, '- bc1' " ,'I- lb' DRAWN E.K 2/5/05 AMN 2/5/05 APPIWVED NOTt: PROVIDE. ALUM, SKIMMER TOP l' M>OVE. TOP OF INVERT 3~~4~~~ PRE.06T IN~T WI 28'~35' CALV 5TE.f.L OR C.!. 14RATE. 102 LF, 12" dia. HOPE. ~ CL IV 0 0.5% TOP OF INLfT, \ CONNE.CT 12" dia. HOPE. TO E.XI5T1N14 14RATE. INLfT ON S. SIDE. OF PARKIN14 LOT 10.9.3 6" PERFE.RATE.O DRAIN PIPE. IMeww IN RADCUFfE. SAND FILTER ME.DIA FULL LfN4TH 8' CONC. WALLS ~... CD 12" O.C.E..W. NOTE.: fX[5T1NCj ~fW)f flu.fO MJ NfCCf55ARY THEN RfTOPPfO -------- -- -- ---- ------ ------ 4UARD RAIL ReAR Of eUILDINCi [ 7-43' 8' eASE. WITH -+ CD 12" O.C.E..W. .3" CLf.AR OUTFALL STRUCTURe OS- 1 4000 PSI CONCRETE. NT5 Clay Or Cement eric\c. Masonary :0 . ..s::. l.J1:i: t ~ J PLAN SeCTION 8-8 -- A e C D f. f Cj shalloWl 0'- 4' 2'-6" 4' Max 3'-6~ 24~ Max (5 #3 at 12" E,W. Standard 4.1'- 6' 3'-6" 6' Max 4' 3a' Ma x ~' #5 at Ia' t.W. Deep 6.1'- 10' 3'-6" 7' 10' 4' 4(5 Max 12" #5 at ] (]' t.W, Deep 10.1'- 14' 3'- 6" 7' 14' 5' 4B~ Max 12" #5 at )a' t:.W. MANHOLE DeTAILS .3000 P,5.J. CIiNCRE.TE. W / F1BtR MeSH RtINFORCE.ME.NT 11.4' 9.4' NT5 .-, - -r- -,- ___ -..-- --, _ ~ _,_ __ _ __ __ _ __ _,_ ___ _ ___ __ _ __ _,_ + + + + + + + + + PROJECT NAME LLC 1B419 U.S, Clearwater, \ N.O 1 026'21" E.. 200,13'{M) ti.f.V. 7,5' CONe, WIV.J..WAV N.O 1 026'21" E.. 200.00'(L) HetT AND ~ \ \ EXIS TlNG ~ FRf.f.60ARD ~" ~" :1''\ ~'\ " d" E.lfV, 6.35' 11 11 ~ 1~ 1~ + + + + + + + + + + + + + + + + + + :.. + + + + + + ~,4' ~ POND SE.CTION \!y NTS PLAN Proposed Site Layout, ~rading and Drainage Plan of Highway Florida 18419 u.s. Clearwater, 19 N 33764 Clearwater f<etail Partner 63C) Chestnut Street Clearwater, Florida Retail/Restaurant Center at Highway 1 g N Florida 33764 o RIG ll"~ .1\ L __", _ ,'''~~'--;--'''''-'''-. '-"'Yr" jl 11) tl~ ll~ ~ D_\9 l1;ii f: ; I!J1.\ JUN 1 I) ),105 li.lli ; J i ,"I! :.\?,.'..'jl: ~ OEVFI ODI,,:[ "iT ~vcs t '.,~ ,~.~_ "_. ~ ~ ,,~~~~( 'c,~-.!~!~'-:_~ DATE 6/07/2005 FILE NAME 03- SITE. - DRAINAC4E., dwg P~OJE.CT NO. SHEET 3 of 5 ] REvrSIONS fN/D " 3ee9 fN/D 1Uf.Ci6Lf -::r r_ - .. &i ~ . It' ~ l' !:: - I \Ll \Ll ~~ - .. . a- ct') _ N 0 o ~ ii . \Ii \0 \LJ \Li t'j ~ . "i _ ~E:J ~N~ qg '" . "'~ - - Clearwater Retail Partner 630 Chestnut Street Clearwater, Florida NOfZTH 4r'aphic 15cale= 1" = 20' ~Al. I I ASPHALT L__________J ~5 5.01023"5<rW. 199.94"('1) 5.0t026"2t-W. 200.00"(L) ~ c:C> lOAOlN~ ZONf 12' X 40" <? c::;> <? c::;> "> if I I.- .- .- .~ .- .. ,. I , "> if .~ ~ { · tW~lJ1...~.s.. 5" C5W \ \ \ \ \ \ \ \ \ I I I _-1 N.01026"2t-f. 200.13"('1) N.01026'21.f. 200.oo'(L) NORTH BOUND LANES QUANITY TREES e PALMS 17 SHRUBS 109 119 22 330 , PROP05E.D PLANTIN~ U5T KE.Y 80TANlCAL NAME. SPE.CIFICA TION ILf.X CA5SINf OAHOON HOLLY 2 1/2" CAL, 10' HT.x 5' SPR. WASHIN4TONIA R08USTA WASHIN4TON PALM 14' C.T., STRAI4HT TRUNK, BOOTE.O. MATCHE.O + RAPHIOLfPIS INDICA 'NANA' PfNNISETUM 5E.TACEUM JUNIPE.RUS CHINE.N5IS 'PERSONA' BORDER 4RA5S OWf. INDIAN HAWTHORN fOUNTAIN 4RA5S PARSON5 JUNIPE.R ~IANT LORIOPE. .3 4AL, 16' HT.x 16" 5PR," .3(], O.C. .3 CALI 16' H.T.. 16' O.C. .3 4AL, 15" H.T. X 12" 5PR. .3(], O.C. 1 4ALI 15" H.T. X 12" SPR. 16' O.C. 8(, Science and fngineering in the Trad;rions of The Challenger fxped;rion Challenger Enterprises Inc. #5284 p 0 80x 2[35 Safety Harbor Florida .34695 phone (727) 726-7612 Votag. of ~ Cha".,.,.. 1972-1976 Fax (727) 724-1002 8Y DATe 8Y DATe CALC, AMN 9/27/0 0& E 6101/0 Flew OeAWN ftc 9/1610 AMN 9/30/03 Florida Professional fngineer. No. 21377 Date APPfl.OtIt.D .MQIf5 1. ALL PlANT MAT~ TO Be. I9..ORIDA No,l i~ Bf.TTftt fINISH 2, ALL PlANT MAT~ TO Be. HULCHf.D WITH SHRf.DDf.D :~1'1~ r~ I1IX C4flAOf CYPRe.55 HULCH, 2tt1CNe AI2 POCtfTS 3. WHeN Pl.ANTI~. HOlt TO Be. HALF ACt'tIN AS lA2C4t ~ CAN 0fZ 6AU. WITH PI..ANTIN(~ SOIL AND PEAT MOSS ADDeD TO HOLL ., ALL T2ff5 TO Be. STA(fO AND ~fD WITH PROTe.CTfD WI~f. AT T~UN"5 (SU De.TAlL), 5, ~U65 NWUND THe. P~JN~ ~ 5I-lALL CONSIST OF PRfDOHINANTl y ~USTlWH WITH APP20X, 20- 30% CHINese. HI6I5CUS, 6, lAND5CAPIN~ PLAN :5HOWN IS TO CONF001 TO PINWAS COUNTY HINlHUH ~fQUI2f.HfNT5., 7, NO ~ l..k4Hl1J.~ f.XCtPT 6UI~ 5f.CURllY 6. SOIlS WITHIN PLANTI~ BfD5 MUST 6t. SUITABLt FOi P20POSfO PlANTe.D ~:rfRIAL WITH ~ TO: pH. SOIL Tf.XTU2f. 50IL STl~UCTU~e. AND SfA5ONAL. HJQ04 WATfi TABLf. 6, ALL BfD5 TO HAVE fULL PlANT ~ WITH WOOD CHIPS ~ 5He.LL M5f. fN/D . Jeeq Jrrigation Requiremen~ 1, 5hallow wells. open surface water bodies, or reclaimed water must be used as a sOlurce of irrigation water, The distribution system for irrigation must not be connected to county or municipal water sources. unless it can be demonstrated that these sources are not a'lai/able. 2, Irrigation systems must utilize low 'Iolume design such as low trajectory heads or scaler hoses to pro'l,de direct application and low e'laporation. 5ystems that o'lerspray areas that do not require irrigation. such as pa'led areas will not be acceptable, High irrigation need areas must not o'lerspray low need areas. 3, High water demand landscape areas such as turf must be served by a separate irri;gation zcme than low water need areas, such as planter beds. or mulched areas with trees, In no case. shall any planted 'Iegetation area be more than 50' from a water supply hose bibb. 4. Automatic irrigation systems must be operated by an irrigation controller capable of differentiating between tf\e schedules of high and low water demand areas. Controllers must ha'le mu~iple cycle start capac~ and a flexible calendar program able to be set to comply wnh local or water management distnct imposed restrictions. 5, Automatic irrigation systems must be equipped with a rain sensor de'lice or switch which will o'lerride the irrigation cycle of the sprinltler system, when adequate rainfall has occurred, ASPHALT '-;j ~fD - ~ O. . C1' "'- N · o ii ~z z FRONT YARD LAND5CAPIN~ CALC. STORM RE.TE.NTION AREA 1 355 SQ. FT. LANDSCAPE. AREA 1.594 SQ. FT. TOTAL FRONT YARD AREA 2,949 SQ. FT. 45.9% 54.1 % 100% ~ INleT (EXl5T,) TOP=(5.52') INVERT=(3..2') fI~ 1/'Z' fXl5TlNCi SU85OIl. PitP~ TOPSOIL SHRUB PLANTIN~ DETAIL ~'tof'dI STN(t. weAPPINC4 WHeN ~fO P1NI5H CIlADf PifPA2tO 8ACtI'1LL T2ff5 f2Of1 ~-3 1/2" OIA. TREE PLANTIN~ DETAIL PROJfCT NAME. LLC Reta il /Resta ura nt Center at Highway 19 N Florida 33764. 1B419 U.5. Clearwater, 1) 5HfU65 5HALL BE MINIMUM 3 CALLON CONTAINER 4fOWN 24 INCHes IN Hfl4HT, MfA5Ufeo A8(J\jE. ADJACeNT PAVEMeNT 5UfFACf5 ffQUlfED TO BE. BUFFERED AND/Of 5CRE.eNED. AND 5PACE.D 16 TO 36 INCHes ON CE.NTER. AS NOTED ON THE. LANDSCAPE. PLAN. 2) PLANT5 5HALL BE. 36 INCHes IN HfI~HT ONE. YEAR AFTER PLANTlN4, AND MAINTAINED AT 72 INCHes. EXCE.PT FOf VlSIBIUlY AT INTERSE.CTlON5 AND WHERE PEDesTflAN ACCf55 15 PROVIDED. 3) HfOCfffi AS REQUIRfD IN eUFFfR5 5HALL ef PLANTfD IN ROW5 AND MAlNTAlNfO so AS TO FO~M A CONTlNUOU5 UNBRO(f.N Vl5UAL 5CfE.eN WITHIN ONE. YEAR5 TIME. OF IN5TALlATlON f.XCE.PT WHERE 5TREeT Vl51BIUlY 15 RfQUlfED BY CODE.. 25 FEE.T ALON4 THE A8umN4 fl4HT -OF-WAY UNes MfASUfED FfOM THE POINT OF INTER5E.CTION, THE. THIRD 51Df. OF THE. Tf1AN4Lf. 5HALL BE. A UNE. CONNE.CTlN4 THE. fND5 OF THE. OTHER TWO 51Des, GfOUND COVERS 1) 4ROUND COVER5 SHALL Bf. IN5TALLf.O IN A MANNER WHICH fE.PRf5f.NT5 A FINI5Heo APPEARANCE. AND COMPLETE. COVf.fl,A4E., 2) 5TONE, 4fAVf.L, Of AfTIFlCIAL 4fOUND COVER SHALL NOT BE. UTIUZED IN THE. ffQUlfED LANDSCAPe AREA. Of~IC MULCH 1) A 3 INCH LAYER OF Of4ANIC MULCH 5HALL BE. PLAceo AROUND ALL Nf.WLY IN5TALLfD Tff.f.5. 5HRUB5. AND 4fOUND COVER PLANTlN45, 2) EACH TRE.f. AND 5HRUB SHALL HAVf. A RIN4 OF ORCANIC MULCH 2. INCHes Bf.YOND ITS TfUN( IN ALL DIRECTIONS, 3) CYP~f55 MULCH 5HALL NOT BE. U5ED. NOTE.: , STN(t. TO I'125T 8fWlCHes A!J N~ FOe fRI1 5UPPOiT . WIRt 5HALL NOT TOUCH oe eue AOJACtNT TRUN(S oe 8fWOfes ---,~ P1ULO-Il f001 ~ WITH ~ CONnNUOUS fi!It1 Z' DIA. TetATtO TIt18tR 5TA[~ DiMN I'1et1LY A HINII'1Uf'1 ar 18' INTO THf ~f PRIOR TO tWX.1'1Ll.INC4 2 STiANO 3rnm ~v, WIRf 'M5TfO AND fNCA5fO IN eU88e2 HOSt 6-9" I'ROH TOP Of STN(f 2 WIRt 5UPPOfZTS SHALL &f useo ON I1AIN STlWCTUflAL MANCHes f 2XML~ 1 tlULTI- TRUNK. TREE STAK.IN~ NOTE.: PlACt exPANSION JOINTS A HAUtUI1 10' o,c. OR \ l.J \\\.1 !-\ L a~ CUT PAU1 BUD AND fRONDS PAU1 FROND 8OOT5 TO fWWN INTACT ~ ! (3) ~ 'to .- wooo CltAT (3) ~ x ... WOOD 8eACE (Wire to tree) ~ I ~ -.- SOIl SAUCtR !' MUlOf LAYli (3) Z' X .- X 30' WOOD 5TA(f 111-jTf- PftfPNW> lWXflLL (See Note - 7) SET ~ ON UNDI5TUe&fO 50IL MIN, 36' fWOTIW.l. OW1fTfi, JYPICAL PALM TREE. PLANTIN~ ", ''-'--;- -'"7''''-, -,"" -~_.,.> , . \ . L... ',:J ' 'I. : c' ':"- :/' 1/) _It liD L C: U '\ \ I l' r~ ': I u.: -=-~;:,:: ; 111111 " ,{ iLl Ut JUN 1 0 )nC5 II L~J ;; 1 Pl.!\f\";:'J(i ~ OfVCi Opt 1~1\')'" . ('/ : ").. ';J :.-'-:, :, .', r,._' , .) VCS -..-.~ -'---'::>~'.:.::~.:.~ PLAN DATf 6/07/2005 Landscape Erosion Control Plan of IB419 U.5. Highway Clearwater, Florida FJl.Z NAMe lAND5CAPE.,dwg PttOJfCT NO, 19 N 33764 SHUT 4 of 5 I o ~ ~ 8 REVISIONS FN/O . 3ee9 FN/O ILlfCtlBLf. -:1 r_ - . &i ~ . '" .... " !:: - ~ ~ ~~ - .. . C1" tf') _ N . · i) i) . ~ ~ fiR 1/Z' I I I DIKPNAL PARr.I~ I I ASPHALT L__________J I I I I I L__________~ 5.01 o 23'5C7'W. 1c)9.c)4'CM) 5.0Io26'21"W. 200.oo'CL) <? c::C> LOAOIN~ ZONf 12' X 40' <? c::C> ---------------------------------- o LSJ I~ <? c::C> <? c::C> 5' CSW \ \ \ \ \ I I I _-1 N.OI026'21"f. 200. 13'CM) N.OI026'21"f.. 200.00'(L) NORTH BOUND LANES u,s, HIGH'WA Y 19 NOTE.: THE IRRI(ATION SYSTEM WILL 8E DESI~NED TO STANDARDS AND SPECIFICATIONS FOR TURF AND LANDSCAPE IRRI~TION SYSTEMS, FOURTH E.DmON, 2000, FLORIDA IRRI~ TION 50CIE.TY. 8Y OATf 8Y OAll c:w:. AMN 9/27/0 FJfl.D 0& E. 6/01/0 DIlAWN E.( 9/16/0 APPI<<M.D AMN 9/30/03 ~ if ~ if 1" eyc_ CIlJ65 <? c::C> -- ---- - - - - J2f loP. \ \ \ \ <4raphic Scale= 1" = 20' ~ II I o 10 20 40 fN/O II 3SeC} ASPHALT - r_ ,:",,"...J (\I':'" qg '" . ,,~ - - NOllTH FACt OF WALL rJN'l ____J.:_R.VC;__ ~ "-- o M1~~UM JUNCTION 60X .. ~ !illT WE CONT1<OLLE.1< - WALL MOUNT .~ ~~ - ... 0" .. C1' ......- N · o i) ~z z INleT (EXIST,) TOP=(5.52') INVE~=(3,42') fiR I /Z' Clearwater Retail Partner 630 Chestnut Street Clearwater, Florida Florida Professional Engineer. No, 21377 eDGf Of PAVlN~ ~ fACt: Of WAll FINISH CIOOf 5fT HEAD FLU5H WITH FINISH CIOOf TURf POP-UP 5P2AY HEAD PVC fl.f.X HOSf ~ 5W1N4 PIPf ~55kfLL~ L LATWL UNf WJTH PVC Tff 02 fl1 ~S5k~ TURF HEAD POP-UP E.LE.CTRIC AUTOMATIC CONTROL VALVE. NOTE.5: 1. valve numbers indicate the controllers and controller station to which that valve is to be connected. 2, Automatic electric valves and isolation gate valves are to be made with waterproof connectors. 3. ~ectrical wire is to be type UF 600 Vo~ AWC- Control cable. Control or "Hor wire is to be '14 or larger and anr color other than wh~e. Common or "qround" wire is to be ,1-4 or larger and wh~e in color. 4. All pop-ups and rotors are to be installed on swing pipe or flexible PVC Scn 00 may be used. If ~exible PVC is used then IPS 11795 or equal shall be used. 5, either a 4" or 1 Z' Pop- up sprinller is to be used depending on the height of the plant material. 6. Piping may sometimes be indicated as being located in unlikely areas; i.e.: under pavement, outside of propertl line. This is done for graphic clarity onl~. Whenever possible piping is to be installed in soil areas and inSide property lines. 7. Mainline is to be installed a minimum of 18' below finish grade. Lateral lines are to be installed a minimum of 12" below finish grade. All lateral lines not sized shall be 3/4" PVC CL 160. e.g. end runs, 6. Irrigation system layout is diagrammatic. bact location pipin9, sprinkler heads, valves and other components shall be installed by the contractor in the field at the time of installation. 9. Unless otherwise indicated all sleeves are to be PVC Sch 40 and at least (2) sizes larger than the pipe to be sleeved, For example: The sleeve for a 1" Pipe shall be a Z' Sch 40 PVC Sleeve. 10 System demand is 60 4PM 0 55 PSI. Supply shall be a 5 HP Pump. 11. Valve number and gallonage for each valve is shown by each valve location, PROJECT NAME LLC 1<eta il /1<esta ura nt Center at Highway 19 ~~ Florida 33764 16419 u.s. Clearwater, Date Symbol Description '-' Rain Bird 10H 100<4- ~ Rain Bird 10Q 100<4- v Rain Bird 12H 100<4- 9 V 'lIO' Rain Bird 12Q 1004 Rain Bird 12TQ 1004 c Rain Bird 15H 1004 . Rain Bird 150 1004 . Rain Bird 15f.5T 100<4- III Rain Bird 15C5T 1004 _1211 2~. '.' Rain Bird 15T 1004 Rain Bird 1m leCH . ~ fiI o S ~ [eJ A Rain Bird 15f 100<4- Rain Bird 12F 1004 Rain Bird 1555T 1004 Rain 8ird T40-6.0 ~EW2XNo EXPANSION COILS 10 WRAPS AROUNO l/'Z' PIPE. ~~ pM fiNISH ~f MofL\i' ." PEA ClAva BASf PVC fll afN~f WITH PVC Tff ~ ~FROM ~ ORltJINAL ~N eU~D l-1IZ' AUTOMATIC f.Lf.CTRIC VALVE Rain Bird E.5P-16LX+ 5HP SUBMERSIBle PUMP Rain Check.(Aufo. rain shutoff) MAlNUNf. Z' CL 160 PlAN IRRIGATIC)N PLAN Of 1B419 u.s. Highway Clearwater, Florida ~T-"")-r7:; "":"-':)7':7'jU,.. " Ii 0 J~ lJi; ~~ U \~I l~. : filiI JI 'N 1 O/n~15 t! ! i !I ,1 IJ v 'J'~, r, L) , 1_11 r.-J ! PI..<..lj\'':'IC ~ [ltVU_)r:'h":}"cs ~-'('-" :' CL~ ,,~.' "'...l r;. ~~ ~ ,....~, ..--- - ' --...----.----- OAll 6/07/2005 ---- FlU NN'f CJ5-!QQIC1AJI(lNdwg PtWJfCT NO, 19 N 33764 SHu.T 5 of 5 Science and fngineering in the Traditions of The Challenger fxpedition Challenger E.nterprises Inc. #5284 p 0 80x 285 safety Harbor Florida .34695 phone (727) 726-7612 Voyage of HH5 challenger. J872-J876 Fax (727) 724-1002 @ ~ 'P fT1 ~ m ~ > ~ J: H "' ~ ~ '>> fT1 ~ m (J\ 9002/6/9 m a 9oo2/2t/9 ~ :SN01SIA3~ ~ 9002 / L / ? 2 :3.1 V<J ~ (J\ > '>> m ~ m ." '>> o ." m '>> ~ o "'TI '>> in . AJ m -f )> ~ ..... 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"""-- A 110- 102//-- -V .13dV~Vdd0.1 9N1HSV1d 1V.l3W "- W1~ SId3 ~ ..8-,?2/r- 'd'O'.l 110- ,I = 119/t :31VJS NOll V ^313 H.lnOS .~ 110- ,0 8V1S ~ I/Ot-,9t )IJ3Cl dO W.1S '~ .A.- II~ -V-.13dV~Vdd0.1 ~ 1/9-,?2,r- 'd'O'.1 ~~ ~ FFP= DO 'RLb D R K = ~ F== [] - I--- - 13 13 f3 ~UD D I-- ~ f--- , ~ ~ II ~~ r--- --I I-- 1::-- _ _ -:. -=-_ .J- .~ - f-- ~ -~ 00 -tJ / / / / , F== - , \ , , EJ I-- II II o DO -= JDDL :7 ) - 13 --lL.. - E_ r--- --I -t - -=_:::t- J--- --I -L-=_:-__:J -- ~ / '" I ~ , I ~ , / / I S.1N3W3~If)03~ I 300J "UIM A 1dWOJ 0.1 .11W~3d 3.lV~3d3S ~3<JNn 38 OJ. 39VN91S '" 110- ,I = 118/t :31VJS NOIl.V^313.lSV3 ----, \ \ , \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ / / / / / / / / / / / / / / / / / / / / W I I\) , W I I\) , " LE.(1AL DE.5CRIPTION SECTION 2C), TOWNSHIP 295, RAN(1E 16E PINtLLAS CC)UNTY, FLC)RIOA THAT PART OF ClOVE.RNME.NT LOT 4 LOCATE.D IN SECTION 20, TOWN5HIP 29 50UTH, RANe;E 16 EA5T, PINE.LLAS COUNTY, FLORIDA, BEINCl MORE. PARTICULARLY DE5CRIBE.D A5 FOLLOW5: FROM A POINT ON THE. EA5T RIe;HT-OF-WAY LINE OF U.5. HIe;HWAY 19, SAID POINT BE.INCl LOCATED SOUTH B90 19' 4B' EA5T ALONe; THE SOUTH LINE OF 5AID 5ECTION 20, THENCE. RUN NORTH 01 026'21" EA5T, 350 FEET ALONCl THE. EA5T RIe;HT-OF-WAY LINE OF U.5. HI~HWAY 19 FOR A POINT OF BEClINNINe; (P.O.B. # 2); THENCE CONTINUE. NORTH 01 026'21" EAST ALONe; 5AID EA5T ALON(l 5AID EA5T RIe;HT -OF-WAY LINE 200.0 FEET; THENCE 50UTH B9019'4B' EA5T 175 FEET; THE.NCE SOUTH 01026'21" WE5T 200.0 FEE.T; THENCE. NORTH B90 19' 4B' WE.5T 175.0 FE.E.T TO THE. POINT OF BE.e;INNINe;. NURSERY RD - 5 i .., % .n \0 :;:) c z :;:) ~ ~ :;:) \f") o :;:) \0 C Z :;:) 2 ~ o z ! :>>.:::::: 0' ............. .... ....... ~ a.. ~ ~ c..:1 flf.LLAI RD ef.LLAIR RD ~ ~ ~ P.LN. 20/29/16/00000/330/0400 MUNICIPALITY CIl)' OF CLeARWATER FLOOD ZONE INFORMATION OWNERSHIP: CLEARWATER RETML PARTNER LLC 6JO CHESTNUT 5T CLEARWATER FL JJ756-5JJ7 SITE. DATA THIS [S TO CERTIfY THAT THE. PROPE.RTY SHOWN HERE.ON FALLS WITHIN FLOOD ZONE A/E.(E9) AS PER FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NUMBER 125296-01284 DATED 09-03-0J EX[S TIN4 C PROPOSED C ZONIN4: LAND USE (C4): LOT AREA: LOT W[DTH: LOT DEPTH: BUILOIN~ FOOTPRINT 175' 175' 1,1)79 Sf 5,650 Sf. COMMERCIAL OFFICE/RE.STAURANT J4.991.6e SF (0.60 AC) .34,991.66 SF (0.00 Ac) 200' 200' (F.A,R.) PA1<K..IN~ 1< E-Q UI1< E-Q ( sf. ) 1, 979 Sf ~ROSS FLOOR AREA COMMERCIAL O15TRtC~ II C' : OFFICE (F.A. R.) 5% ------ RETML SALES AND SERVICES \ RESTAURANT ~R05S FLOOR AREA (sf.) 1,979 Sf 4-5/1000 Sf. 7,20)(4 = 2e.00 PER TABLE 2-70.3 7.20)(5 = J6 RESTAURANT (F.A..R. ) 5% PROJECT PARK.IN4 DESI4N 33 SPACES (FROINT) AVERA4E OF 4.56 5PACE5/1000 Sf. SETBACK.S (ft.) (SIDE.5 ) '- (REAR) " ., " 0' 16.7 % 4,507 Sf. 12.6 % 1,34.3 Sf. 3.e % 15' o 17.92' TOP OF DECK. 20,.317 Sf. 1,577 Sf. 27,744 Sf. ( 79 % ) 7,247 Sf. (21 % ) 2.021 Sf. ( 9.9 % ) 27 INC. 2 H/C 12 VEHICLES BUILOIN~ HE.I~HT (ft.) PAVED V'U'A. (sf,) S[DEWALK. AREA (sf.) IMPERVIOUS AREA (RATIO) PERVIOUS AREA [NTERIOR LANDSCAPIN4 (sf.) ( sf. ) (% OF PAVf.D V.U.A.) o 31,046 Sf (66%) 3.946 Sf ~ t---1 E.. E.. ... I f'..J 1::) E.. x.. 1 - TITLE SHEET 2 - SITE LAYOUT .3 - DR.AINA4E 4 - LANDSCAPIN4 5 - IRRI4ATION PARK.IN4 SPACES BANK. TELLE.R STACKIN4 o o REVISIONS BY DATf 5UIMY M" fl(j. BY DATe CALC. AMN 2/04/05 FIeLD FIBm 1/20/05 DRAWN f.K. 2/04/05 AP~ N 2/05/05 PROJE.CT NAME. PLAN CUf.NT: Science and Engineering in the Traditions of Tl1e Challenger expedition Challenger E.nterprises Inc. #52B4 POBox 285 Safety Harbor Florida 34695 phone (727) 726-7612 Vor. of HH5 Challenger. 1872-1876 Fax (727) 724-1002 CLEARWATER RETAIL PARTNER LLC 630 CHE.STNUT ST CLEARWATE.R FL 33756-5337 Bank/Restaurant Center at 15419 U.S. Highway 19 N. Clearwater, Florida 33764 I ~\!I\._, I\I\~:\~~' \~li.I. I.', 'IfI!!!!':~ . '1,11\" '" "q '. '. I'\\\~\~ ./t\ ,\\\\\\\\ ~ ':~\:'~;,~ ,~,I~fi!l(~~\i~!~~~~~l~~ .. ,,- -". Title Sheet ,jRIGlNA, 'FCtlVEf, IU~I!1 70llh JLAI\JNINb Ot[JAR I tvlt:N' CITY OF C1JARWATfT' -=- -=--=.: -- -- .. - Florida Professional f.ngineer. No, 21377 Date REQUIRED c C4 10,000 Sf. (MIN) 100' (MIN) 100' (MIN) 25' 10' 20' 25' (MAX) 95% (MAX) 10 % (MIN) DATf 6/.31/2006 f1lf NAMf 01- TITLE-SHE.ET,dw Pm/fCT NO. 5Hf.fT 1 of 5 t' ) I[) ~ cr o \l.J ~ Ol. LJ z o u ~~E.VI5ION5 NORTH GRAPHIC SCALE 20 0 ~ 10 I 20 I 40 I BO I ( IN FEET ) 1 inch = 20 ft. <~ / / q..<J. zq]_5~ 3~ R~P ~O_l~,: IN~tRT~(I.M') _~ //'\," II II DIACONAL PAR(INC I IL _ _ _ _ _ _ J I ~ I \\ I L _ _ _ _ ~\_ J \\ ASPHALT CRASS !:X15TINC PAVE:ME:NT TO RE:MAIN <? S,01023'50'W. 199.94'(M) S,01026'21"W, 200.00'(L) \\ FN/D # 3f3e9 \\ r~TI~~~ PeR CITY ATLAS X OUTFALL --- ID lIS ~ ,...: <? ME:ET AND MATCH EXISTINC ASPHALT ~\ <? <? 0- ASPHALT I I b N ;,- <? \\ -- L,...... ---- .J N- O 0 a ) o PROP05ED CULVE:RT E:XISTINC CULVE:RT r-- ..... E:J ;:0 IS:) a ...i- lC\ r-- r-- ~ 19' B7.33' 20.67' M' 24' ~ ~ o ...... (\J o ~ ~z +,507 SQ, ff, FINISH ED FLOOR E:L= 7,50' 1,3+3 SQ, uJ uJ fc-, ~ ~ C0 0"- N 0 o 0"- ~ ~ \f) \f) MOVE. INLE.T 7 CULVE.RT r L..J -- . z - O/1t I / I / / _~ _ J- /" ~ / R = 26' )< ........... ./ \ Y '\ \~@ -2'~88'_ - :s ~ i1 ~ :g - - - -- ;'r\ .0 - - - - '" I...!.... ~ - - <? - - o ~ ~ 50' ~ASD1~NT P~R OR. BOOK 3856, PAGeS 824 -828 36' UND~RGROUND CONCR~T~ VA T~R MAIN --- ----.. - -- ;,. '" => - c:::> 5 T~E.fT U~HT (~e.MOVt) - - 7,33' 9' lYPlCAL 5PAC \~ ~ FACe OF CURB Drl ED~E OF PAVEMENT - - "0 5TfW~T UGHT (EXI5T.) - - / / / - - ;'r\ '" 4RA5S AND lAND5CAPE.D ~fA FIR 1/2" w Q:: < a Vl -iJ""l o >- -,...., - - 5' CSW N.OI026'21"E:. 200,13'(M) N.01026'21"E:, 200,OO'(L) \ \ ME:E:T AND MATCH f.XISTINC RE:WOR( !:XISTINC DRIVE:WAY ~fMOVE. EXI5TIN~ DRlVE.WAY 3' TO 5' SQUARE MANDATORY WHITE ON BLUE eAC(~ROUNO NORTH BOUND LANes NOTE.5: 1. METAL POST TO BE r&VANIZEO. Al.l.. 80LTS NUTS, WA5Hf25 AND 5CRE.W5 MU5T BE. fW5TPROOF. 2. CONCRETE. FOil FOOTING 5HALL BE. POfffiAND CEMfNT AND HAVE A MINIMUM COMPRE.55IVE. 5TRE.N4TH OF 3.000 PSI. 3. SIGN5 WILL BE FABRlCATfD BY U51N~ RfFLfCTIVf COATING IN TH~ 5YM80L. M~~ AND eoRDER APPutD TO II 5Hffi ALUMINUM 8ACK.INCj (,000) IN THICK.NE.55. 4. Me55KL l.t1TE2I~ SHAll. BE. UPPER CASE. (WHITf.l(S~ Bl ~. HIGH IN ACC020ANCf WITH MANUAl.. ON UNlfOiM TWFlC CONT2OL OEVlCf.5, 5. THf 5YMflOL IS COMPOSfD OF TWO EillIfNT5, A WHn WHff1.CHAIR F1C;URf (WHICH SHOULD AUlAY5 f'AC~ RI~HTl ON A SQUARE. 5AC1:.~ND INTERNATIONAL BLUE. IN COl.02. 6. 51GN POST SHAll. Bf MIN. 2'-0 CLIA2 FROM 6AC1:. Of CUlre, u,s, HIGH'vvIA Y 19 Skimmer (if required) is to be made of Ie ga. aluminum, and po5~loned against the flow of drainwater, Use standard approved frame and grill, for traffic area use All concrete to be be 3000 PSI at 28 days. ~ 2,O~ ~ ,"!. ..... ,.11ax 2" ~ INVERTED CROWN CATCH BASIN N. T. 5. I. --- /..-- --y \ 20' ) '---~ , 0 / fI' OIA. STEEL OO~OS CONC. FILllO (lYP) N o o 'j' CONCRETE SL.A8 'vi / 6X6 10 11 0 'W'WM ON COMPACT FILL ~ -- 1'-0" I . BLU~ &a~ND INTERNATIONAL 5YM80L OF ACCE.55 (SEt NOTf ;) . lD I 5Et Df.TAlL'i BfLOW $255 FINE. F.5.316.14 *AMOUNT OF FlNf PER APPUCA8l.t MUNIClPAUTY .0 I r-.. Mf.TAL POST ( ASTM A-IOO GRADE. 6) STEfL WI ASTM A-123 FINISH 3/f! HOl..f.5 WI HOl..f.5 DZLI.fD ON I" CfNTf.R5 FULL Lf.NCj1l-t METAL POST. A1TACH WI 5/16" J( 2-1/.f' 8OLlS. (TOP & eoTTOM OF 51~Nl . o I N 1'-0. I . CONC2fTf. FOOTINCi ANY AND ALL UNDE:RCROUND VAULT5, DRAIN COVERS AND CRATIN4 MUST ME:E:T HS-20 SPE:C5, NOTE.: ALL PROPOSeo ON 5ITE UTlUTIe.5 (FROM ~[~HT OF WAY TO P~OP05E.D l!lUIl.D[N~l MU5T l!lf PLACeo UNDf.~~~OUND, INCLUDIN~ OUTDO~ U~HTlN~ OVf.RHU,D UNf5. 5URVfY B(. P". Science and Engineering in the Traditions of The Challenger Expedition Challenger Enterprises Inc. #52B4 POBox 285 5afety Harbor Florida 34695 phone (727) 726-7612 Voyllge of HM5 Chllllenger. 1872- 1876 Fax (727) 724- 1002 Date BY DATE Clearwater Retail Partner 630 Chestnut Street Clearwater, Florida LLC BY DATe CALC. AMN 2/5/05 FlfLD DRAWN EX. 2/5/05 Florida Professional Engineer, No, 21377 APP~OVfD AMN 2/5/05 PROJECT NAME Bankl/1<estaurant Center at Highway 1 g N Florida 33764 lB41g U.5. Clearwater, 31'-0" 31'-0' JOO(' P,S,I CONI:RElE eO ~ 1 _1/20 TYPE PC-J ASPHALTIC CONCRETE 11 ^ - < J/~' R . !;. J- R . . ~ - o .r" . .1 ."~ . . .' 'io-. .......... :' _ ooooooogogo:o: _ 8- UWEROCK ~ .... \ ~.'" . .'~ . .' : . - ; :', g:g~~ggg::g:go COWP,tCTEO TO ",_" . '.' , '.',' '.' ,,... . .... 00000000000000 8U OENSI1Y , '.,' '" .,'., ',. 00000000000000 MSHTO T-18O t~ 0..00 0 0 . · J' BIT. CONC, SURFACE BINDE:R COURSE: AND SURFACE: COURSE:, ClX>S I. 1-1/'l' COMPACTE:O THICK.NE:55 PE.R COUR5E:. TYPE: A OR B A~RE:4ATE: BASE: COUR5E:, 0/' MIN. 0' )( cr VE.RT. CONCRtTE: CURB (5E:E: 'DtTAlL') COlotPACTID SUBGRADE _ '~eO STABIUZED SUBGRADE LBR 40 TYPE. "P' CURB DETAIL N, T. ~i. TYPICAL SECTION-All PAVEMENT N.T.S, -I TOP COU~E. -11' 8UDC( POURE.O SaUD J- c;ALVANIZE.O POLE. STUCCO TO MATCH BUILDINCi FlNl5H (! 8UDC( WALL W / .5 ; RE.8AR5 VE.RTICAL 0 J' - 4- O,C. & 10 CORNE.~ FlLL ClliS W / CONCRE.TE. f! THICl:.eNfD 5lA5 WI .5 - Re&.R CO NT. VC UNE.O DRlLLE.D HOLE. FOR UDC(ING CLOSE.O AND OPEN ; Rf.8AR lYPICAL e,c8lc 16 CMU WAL HANOlCAPPED ~ - ~SEt DfTAlL BE.LOW - ,. - o. . I I~ CClNC, WAI..I:. RAMP DOW RAMP DOWN o CONC, WAI..I:. !!IE[ N>EX NO. 1011 t lD I .~ PAlZI:.IN~ BY D!5.'tlLE.O PERMIT ONLY VIOLAT025 WILL Bf FINED $255 6" WIDE. TWFlC BLUE. 5TRlPf (lYPlCALl 6" WIDE TWFlC WHITf STRIPE (lYPlCALl b I io HC 51~N --'- 12'-0" I ~-O" 29'-0" 2" (T'lPlCAL) ~ I 12'-0" SlOfWAU Co HANDICAPPED STAll DE.TAIl N :lTE.: All pa\'ement markings to be thermoplastic. 6" flLU E HASH MAlZI:. S ON 2' CfNTElZ5 51NCiLE. BLUf 6" STRIPe ORIGiNAi PE~~IVH' NOTf.: On October 1, 19e6 the state passed a bill denoting how handicap parting spaces should be marted. This bill was in addition fo the requirements of a bill previously. endcted, This diagram indicates the dimensions and marting5 reqUired by 5tdte of Florida law. HANDICAP PARKING 5PACt JUN! 11 2UDti i,lLANNING OEPARl(v){:I'1 CI1Y OF CI tARWATEP PlAN DATe 5/31/2006 Proposed Site Layout of Highway Florida flU: NAME. 02-5ITE- LAYOUT,dwg PROJeCT NO. 1 B41 g U .5. Clearwater, 1 g N 33764 5Hfa 2 of 5 uJ t:i Oo! U Z o U \ NORTH GRAPHIC SCALE 20 40 BO 20 0 10 I ~ I I I ( IN FEET ) 1 inch = 20 ft. EXI5T1N(4 .36" RCP 297,52' .36" ~~I, - -j- + -~- I-=- u" DIA(40NAL PAR(IN(4 I I I 0111 \\ ~" ~ ASPHALT L ~\~ J~ (4RA55 --- NEW 12" RCP z" \\ 1=" 5,01 02.3'5a'W. 199,C)+'(M) ~II ~" 5,0 11 ~"21"W. 20~40'(L) " 0'1 \\ "~ QP EXI5T1NG: PAV TO REMAIN \.i- FN/D # .3009 FN/D ILLE(4IBLE II I ~* - 5Tf01ffi U~Hf- EXl5T.) 0,09' FIR :-(\ q,~ \.i- 0') 6,b <? ~ <..'1- ~ 1A') 6. _I B ~ 'J:.G <(~ RCP @O_ll_INVW-(1.34') ~ "," r~~T1~~ PE1Z CITY ATLAS ~'2( ~II 6.A'?7.1'/ (i- \\ \' Q~ ASPHALT ~ UFT 5TATlON ~ ~ \\ L,-... ""-' -l N~ 00 ,0 1('\ . r--..~ ...... - NOTE.: EXl5T1N~ ~RADf. FILLED MJ NE.CCE.55ARY THE.N f01E.TOPPE.D \\ ~ I) 6') 6.'3~ 6,1 (i- ~(i- 5UBWAY 1,34.3 5Q, FT. I == I \\ NEW 4')(4' INLET TOP=5,52' INVERT = .3.4 '~ ~~ ...... + 0- _ 0' r--..- C\J 0 o ~ ~z z --- ~ Q '~NLET (EXI5T.) __ . TOP=(5.52'T _lNVE~(.3.4-2') - - ~ 6.00' 7.33' --7 o ~ <? <=J 1'1 9 6,1 (i- ~ ~ 7.1 7.62 ~'1 'i- 1 ~ Q~'1 \. V '~' .~ ~ \. "- \. i- ''1 1'~ ~ \.~~ ,~~.~ . ._, ''1 -r- ~, 5' C5W ~'1 1:1 \ \ {\ l' N,OI026'21"E. 200.1.3'(M) N,Ol026'21"E, 200,OO'(L) :,,\''1 ~ NORTH BOUND LANES ii' '1 q,~ \."- ~s, \."- HIG~r@)A Y ~'1 1 9\.,,- q,,~'J 5URVfY flL PCl. RI:.VI5ION5 flY DATE. flY DATE. CALC. AMN 2/5/05 FlE.LD DRAWN Et 2/5/05 APPIi!OVE.D AMN 2/5/05 5cience and E.n9ineerin9 in the Tradijions of The Challenger Expedition Challenger enterprises Inc. #52B4 POBox 2e5 5afety Harbor Florida 3+695 phone (727) 726-7612 Fax (727) 724-100'2 Voyage of HM5 Challenger, 1672-1676 a' t :1 --- --- --- POLE. 5I~N PRE55URE RELEA5E VENT -- -- -- -- -- - 1/2" f.Lf.V. 7.5' 6UILDIN~ 5LA6 MEET AND MATCH EXI5T1N(4 ~, 1~ FlZf.f8OAIZD f.Lf.V. 6.35' ~'1 IO'~ \."- :,\" q,,~ \. "- NOTE.: PROVIDE ALUM. 5K.IMMER TOP I' }SOVE. TOP OF INVERT CONNE.CT 12" dia. HOPE TO EX15T1N4 4RATE. INLE.T ON 5. SIDE. OF PARK.IN4 LOT 3~x4~x~ PRE.~T IN~T WI 2eJ' x36" CALV 5TEEL OR C.!. 4RATE. 102 LF. 12" dia. HOPE CL N 0 0.5% TOP OF IN~T E~V, = 6,35' 10,93 6" PeRFeRATE.o DRAIN PIPE IMBEDE.o IN RADCUFFE. 5ANo FILTER MEDIA FULL LE.N4TH 6" CONC. WALLS #4 it 12" O.C.E..W. .. INV. = 4.0 fJ' BAS E. WITH #4 <<>> 12' O.C.E..W. $' CLEAR OUTFALL 5TRUCTURt 05- 1 NT5 4000 P .5.1. CONCRETE. At Terminal Manhole ,/ PLAN A 8 C 0 E. F ~ 2'-(;' 4' Mall 3'-(;' 24" Mall eJ' #3 \2" f..W. shallow 0' - 4' andard 4.1'- 6' 3'-(;' 6' Mall 4' 3rJ' Mall eJ' #5 at \rJ' f..W. 3'-(;' 7' 10' 4' 4eJ' Mall 12" #5 \rJ' f..W. Dee 6.1'- 10' 14' 3'-(;' 7' 14' 5' 4eJ' Mall 12" #5 \rJ' f..W. Dee \0.\'- MANHOLt DE.TAll5 3000 P,5.1. CONCRETE. '" I Fl8ER ME.5H Rfl~l::'ORCf.MfNT NT5 :,::=11 ,I, I I 51RUCTU1tt ,I, a.. 'I'U ,-... ':J ' 'Ol L 'I' - :I:~ - Q ~ ~ ' ........ BAN~ 'I' 4,507 5Q, FT. + U"\ ,~ r--- r--- 'IruJ ,iZ u..i :1: \f) u..i T ~ ~ ~ ' , + ~ - .; ;A' l:T ~ 0' N 0 (i- 0 ~ ~ Ifi \f) 0 :~ " " 6, <? I~ "<? ~ " (~ " " I , , " t) 111I1 ) ~ 6.~ ~l1NG INlfT ~ <? <..i- ~ I - t I) - I - 8.03' ~ T.C. .04' T. ----- I ~ . 7.53--- . T.C, ,54' T. 15' .. l~' .. ro . J:: tJ "5: . ~ o - .,...- -,- ---r- - ,.--- ~ - -r-- --, - -r-- -,- ---r- - ,.--- --, + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + -f flOlTOM OF POND tLtv. 5.35' .... PROJECT NAME Clearwater Retail Par1ner LLC 630 Chestnut Street Clearwater, Florida Florida Professional Engineer. No. 21 :377 Date 9..' -I ORI~INAL POND BASt SURFACE AREA: NtW POND BASt SURFACt A~~EA: 322 SQ. Fr. 364- 5Q, Fr. rJ0 POND 5tCTION '\[y NT5 PLAN ~ Bank/Restaurant Center at Highway 1 g N Florida 33764 Pro po se d Sit e La yo ut , c;rading and Drainage Plan of 1 B41 g U.S. Highway Clearwater, Florida 1B41g U.S. Clearwater, 1 g N 33764 ,)RIGINAI ,'F('"J:IVH" ! \ \\'..\ I /1 'J(Hlb ',' , )lA\\!t\\I\\lC-, ~)tPI\\( \ tv1l:~ i '. TY --)<: "I fARWA1't ( ,\ I (.~ r ,.. . DATE. 5/31/2006 FlLf NAME. 0.3-5ITE- DRAINA(4E,dwg PIWJE.CT NO. 5HtE.T 3 of 5 fN/D - 3ee9 FN/D ILLe41Blf ~ IJ o IU t:i Qrt U Z o U REVI510N5 rd - . . 0 r--. 0 ~ . , '" -+ r--. r--. _ - ILl ILl ~ ~ - -+ c., 0- N ;;" o ~ ~ , \fi \0 II II II DlA40NAL PAR(IN4 II I A5PHALT IL _ _ _ _ _ _ _ _ _ _ J I I I I I L__________J S,O 10 23'5C1'W, 1 qq.CJ+'(M) S.01026'21ttW, 200.00'(L) <? <> <? c::> r ---'r--------'r - - 'r---- -,r -------'r--------'r--------'r------ ..1"+, Ill' II II' II II I II /L-, II II /U-, II ~ (1YIIlCAU II II II -.....,..... II II --.....r-' II L~__ JL_ _JL_ ~----JL-_------JL--------JL-_------JL--------JL--- _ UI.I UI.I I I _ r - ,r-- -------'r--------, ~: ~:: I ~ : L_ _ J __ _ ___ _ _____JL____ _ J Ant BAN( +,507 SQ, FT. SUBWAY 1,343 SQ. FT, <? <> <? <> 5' CSW \ \ \ \ \ N.OI026'21ttE, 200,13'(M) N,OI026'21"E, 200,OO'(L) NORTH BOUND LANES QUANITY TRees e PALM 5 17 SHRUB5 109 119 22 3030 U,S, HIGHwA Y PROPOSE.D PLANTIN4 U5T (BOTH 5ITE.S COMBINE.D) Key BOTANICAL NAMe COMMON NAMe 19 speCIFICATION Irrigation RequirementJ? I, shallow wells, open surface water bodies. or reclaimed water must be used as a source of irrigation water, The distribution system for irrigation must not be connected to county or municipal water sources, unless it can be demonstrated that these sources are not aV'ailable, 2, Irrigation systems must utilize low 'Iolume design such as low trajectory heads or soaker hoses to pro'llde direct application and low e'laporation. Systems that o'lerspray areas that do not require irrigation, such as pcwed areas will not be acceptable, High irrigation need areas must not o'lerspray low need areas, 3, High water demand landscape areas such as turf must be sel"led by' a separate irrigation zone than low water need areas, such as planter beds, or mulched areas with trees. In no case, shall any planted vegetation area be more than 50' from a water supply hose bibb. 4, Automatic irrigation systems must be operated by an irrigation controller capable of differentiating between the schedules of high and low water demand areas. Controllers must have mu~iple cycle start capacity and a flexible calendar program able to be set to comply with local or water management distnct imposed restrictions. 5, Automatic irrigation systems must be equipped with a rain sensor deVice or switch which will o'lerride the irrigation cycle of the sprinkler system, when adequate rainfall has occurred. ~ROUND COVE.RS 1) ~ROUND COVE.RS SHALL BE INSTALLf.D IN A MANNER WHICH REPRESE.NTS A FINISHED APPEARANCE. AND COMPLE.TE COVERA4f.. 2) STONE., 4RAVEL, OR ARTIFICIAL 4ROUND COVER SHALL NOT BE. UTIUZED IN THE. REQUIRED lANDSCAPE. AREA ~RA5S SHRUBS AND HeDGeS 1) SHRUBS 5HALL BE MINIMUM 3 Cv\lLON CONTAINER 4ROWN 24 INCHf.5 IN Hf.lGHT, MEASURE.D ABOVE. AOJACE.NT PAVE.MeNT SURfACf.5 Rf.QUIRf.O TO BE. BUffE.RE.D AND/OR SCRE.eNf.O, AND SPACED la TO 36 INCHE.5 ON CeNTER, A5 NOTf.O ON THE lANDSCAPE. PLAN, 2) PLANT5 SHALL BE. 36 INCHf.5 IN HE.l4HT ONE. YEAR AFTE.R PlANTIN4, AND MAINTAINED AT 72 INCHES. E.XCE.PT fOR VISIBIUTY AT INTERSE.CTIONS AND WHERE PEDESTRIAN ACCESS 15 PROVIDED, 3) H~f.5 AS REQUIRED IN BUffE.RS SHALL BE. PLANTE.D IN ROWS AND MAINTAINED 50 A5 TO fORM A CONTINUOUS UNBRO(eN VISUAL SCREE.N WITHIN ONE. YEARS TIME. Of INSTALLATION EXCE.PT WHERE STRUT VlSIBIUTY IS RE.QUIRf.O BY CODf..125 fEfT ALON4 THE. A8UmN4 RI4HT -Of-WAY UNf.5 MEASURE.D fROM THE. POINT Of INTERSE.CTlON. THE THIRD SIDE Of THE TRlAN4LE SHALL BE A UNE CONNE.CTIN~ THE ENOS Of THE OTHER TWO SIDES, fN/D -3009 <? c::> ~ {f ASPHALT - L_ ::-'..J N::-" 00 .0 "" ' ,,~ - - .~ ~~ - -+ O. ~ 0' ,,- N 0 o ~ ~z z ~ (f FRONT YARD LAND5CAPIN4 CALC. STORM RE.TE.NTION AREA 1 355 SQ. FT. LANDSCAPf: AREA 1,594 SQ. FT. TOTAL FRONT YARD AREA 2,949 SQ. FT. 45.9% 54.1 % 100% ORGANIC MULCH 1) A 3 INCH LAYER Of OR~IC MULCH SHALL eE. PLACED AROUND ALL NE.WLY INSTALLED TREES, SHRUBS. AND 4ROUND COVER PLANTIN4S, 2) EACH TRf.f. AND SHRUB SHALL HAVE. A RIN4 Of OR~IC MULCH 24 INCHES BE-YOND ITS TRUN( IN ALl DIRECTIONS, 3) CYPRESS MULCH SHAll NOT BE. USED, NOTE.: , 5TAt~ TO Fm5T eRANCHfS 16H~fOll FIRM 5UPPOllT , W11l~ 5HAL1. NOT TOUCH OR Rue ADJACtNT TRUNKS ()i ~fS l' OIA. TReATeD Tlttefi 5TAtfS OllMN FIRMLY A M1H1MUM Of' 18' INTO TH~ 5Ue(jRAOe. P~ TO eACKF1WN<4 2 STRAND 3mm rJt,V, WIRe. M5TeD AND eNCA5fO IN raJ66fi HOSt. 6-9" mOM TOP Of STAtf 2 WlRt. SUPPORTS 5HAL1. Bt. USeD ON MAIN STlWCT\J1lAL eRANCHfS ~ ptULCH fiR l/Z' fOlU1 SAUCfi WITH 3" CONTINUOUS RIM ~ ~ ~113- 1. AU. PLANT MATfRlAL TO 6f f1.ORJOA No,l OR efTTfR, m- fINISH 2, AU. PlANT MATeRIAl. TO Be r1ULCHfD WITH 5HRf:OOeo SPfClFleD PlANT1N<i MIX ,....... :.:. ~f WATfi Ii TAMP TO - . IIEI . CYPRES5 MULCH, RfM(M HIi! P<XX~T5 ~ I m 3, WHeN PLANnNCi. HOLf TO ee HAlF AC;AlN 16 ~~f. 16 CAN ~m~ OR 8Al..1. WITH PlANTlNCl SOIL AND PEAT MOS5 ADDEO TO HOLf. -0TI:=l1 - ll~ 4, AU. TRff5 TO ee STAKeD ~ D ~UYeD WITH PROTecTEO I z X 6AU. OIA. I WIRE AT TRUNK5 (5ee DETAIL), f 1 5. SHRUBS AROUND THE PARK~iG AReMJ 5HAll. CONSIST OF PRfOOMlNANTLY U~U5TRUM WITH APPROX. 20-3~ CHINfSe Hlel5CU5, tlULTI- TRUNK. TRtt 5TAK.IN~ 6, LAND5CAPIN(4 PlAN SHOWN I~I TO CONFORM TO PINfllAS COUNTY MINIMUM RfQUIREMeNTS, 7. NO fXTeRlOR LlC4HnN~ fXCfF'T eUllDIN~ 5fCurmv e, SOILS wmtlN PLANTeR efD5 MUST ef 5UITAeLf FOR PROPoseD PLANTeD MATfRIAL WiTH Re<;ARD5 TO: pH. SOIL TfXT\JRf. SOIL STRUCTURe AND SfA50NAL HI4H WATeR TAelf. e, AU. efD5 TO HAve FULL PIJNT ClJtIfRA~f WITH WOOD CHIPS OR 5HfLL eASE ~HgUB PLANTIN~ DETAIL MEfT AND MATCH f.XISTIN4 (3) l' lC ..." WOOD CLeAT (3) l' x ...- WOOD eroce (Wire to tree) C1ct'R CUT PAU1 euD AND FRONDS PAU1 FROND eoors TO R6'WN INTACT I ~ is:l :r -..." 50IL 5AUCfR :r I'tUlOf LAWl (3) l' X ...- X 3fI' WOOD STA(f l'lC"'"~' STAtf WlW'P~ WHeN fWJU(lleD I / NOTE.: PlACt UPAN5ION JOINT5 A MAXIMUM 10' a.c. _:TiT PlltP~fD 6AO:.FlLL (5ee Note. 7) FlNI5H CiRADf SfT ROOTlW.L ON UNDISTVRefD SOIL ptIN, 36" Il00TeALL DW1i:TfR. ILeX CASSINe DAHOON HOLLY 2 1/2" CAL, 10' HT.x 5' SPR. lYPlCAL PALM TRtt PLANTIN~ WASHIN~ONIA ROBU5TA WASHINCfTON PALM 14' C.T.. STRAICfHT TRUNK., 800TeD, MATCHED ')RIGINA: ')j:('r:IIJr:r ~ RAPHIOlePIS INDICA 'NANA' peNNISeTUM SeTACeUM JUNIPeRU5 CHINeNSI5 'PfRSONA' eORDeR CfRASS DWF. INDIAN HAWTHORN FOUNTAIN CfRA55 PARSONS JUNipeR CfIANT lORIOPf. 03 4AL, 18" HT.x 16" SPR., Ja' O.C. 03 4AL, 1~' H.T., le" O.C. 3 4AL, 15" H.T. X 12" SPR, Ja' O.C. 1 4AL, 15" H.T. X 12" SPR, Iff O.C. Science and Engineering in the Traditions of The Challenger Expedition Challenger Enterprises Inc. #5284 POBox 2135 Safety Harbor Florida .34695 phone (727) 726-7612 voya9C at HM5 Challenger. 1872-1876 Fax (727) 724-1002 BY DAte BY DAte ~~,'. I \'~'='\'s\\~_ , ,lil~(II~;~~~~~ . .. -- - - - -- CAlC, AMN 9/27/0 O&f. a/Ol/03 FleLD DRAWN eIC. 9/18/03 AMN 9/30103 APPROVtD PIltPARfO lWXFlLL 'tI. "Inl']' :UI'! 1 /J lL'. tl Tli!ff.5 fROM 'Z' - 3 Ill' OIA. -'L.ANhl\NG DEPARiMEN' :-:lTY OF CLEARWA1EP TREE PLANTIN<4 DtTAIL PROJECT NAME PLAN DArt. 5/31/2006 Clearwater 1<etail Partner 630 Chestnut Street Clearwater, Florida LLC Bank/Restaurant Center at Highway 19 N Florida 33764 Plan Landscape Erosion Control of Highway Florida f'TLf NAMt. O+-lAND5CAPf..dwg 1B419 U.5. Clearwater, PROJeCT NO. 1B419 U.5. Clearwater, 19 N 33764 SHffT 4 of 5 Florida Professional En9ineer, No, 21377 Date ~---- - ~--- --------- --' ~" C~:~~~-~=~~~~=,=~~~~~~=:~==--=-~=:~] f/' ~ ~ / "'" " / I "" ,,/ I r"',' ,- ~---:--,--'- 11'-;:::;;/ \, l( /' lDL] DJD IIII I I ' \ ~"-" ~ -~.---._. ~- - .....:-.........--........ -il):i !// t/ , _ ' _ ' _ ' -I8I _ . _ . _ . --181_ . ~ EAST ELEVATION SCALE: l/S" = l' _0" SIGNAGE TO BE UNDER SEPERA TE PERMIT TO COMPLY WITH CODE REQUIREMENTS 11II Il-l1 \1 1[~1 \] 1/1 III \ i \ \ I'~'" \ I" ! ", I '. i I ~ , \:) o ~[g] \ T.O.F. diL . _ . J27'-0" v- TOP PARAPET ~ , ~20'-S" -------- ~ TOP OF DECK ~ 16' -S" CLEARENCE 9' _6" SLAB _0" ~ T.O.F. 26' _0" TOP PARAPET 19' _4" EFIS TRIM . ~ TOP OF DECK ~ 17' _11" S" TRIM \ , D 2" REVEL SLAB O' -0" ~ WEST ELEVATION (U.S. 19) SCALE: 1IS" = l' _0" ------- SOUTH ELEV A TI()N SCALE: 1IS" = l' -0" METAL FLASHJ:NG D D STUCCO PAINTED NORTH ELEVATION SCALE: l/S" = l' ..0" 0/' ./ , ", n \I, METAL ROOF - -~ - - ----------------------- _._.~._. D Ui \11 1[liIJ D \ I \ \ !- .--- \'lIJ I rOll1. I "J ,-- Dl] BUILDING HT. ~ :1:29' _0" TOP PARAPET ~ 19' _4" II ~JIIJ--Ill --p------ ! A ~, t- CLEARENCE ~ 9'-6" V SLAB 0' _0" r- T.O.F. diL . -./ 27' -0" V- ;_~J ; ,j[ TOP PARAPET ~ _. ~20'-S" ----I' '1- . ~ TOP OF DECK t- .J 17' _9" ,- , =f ~f I': ,/ -1 I I I __J , r SLAB 0' _0" t- )RIGINAi ':lFrr:I\lJT i!JN I /1 ~nnh .lL\NNINb ut.:PARliVH:!-..: (IN OF CLEARWATFP w a: ..... LO 00 .q- ~NlY)o\lY) ilY)OOlY) N LO .q- ~~~ ~~~6t lY) ::!; t-- LO.q-lY) ....LOt-- ~llti~ < f-....., <( '->z> U) . O\LO ..0 .q- ~w 0\lY) W i te lY) lY) at: ~ttlt \.D <( >- '-> . Q: cJ) ~ V'l W ti. ~ ~ ..J ~ i < I ..... :> ~ 18 " (Y) (Y) -a ~~ ~lL N .. V i O\+- ~ ~ ""':Q N " o W ~ ..J < at: o o W ~ 8 W co V) ~ V) . ~o ~ Jtl, ~~ ~ rIJ 1> W ~ ~ V') ~ :> ~ tj o z ~ o Z :> W at: ~ ::I: ~ < m ~ a. ~ Z w ~~ \J ct "- I- o~ z Z 0\< < .-40 a. >- ..... ::> ~g < :t: ii I- CJ) ... .....ct V) J:~ W tri< a. ::) ~ "" 0\ ct .-4< ..J vW L..t co -J ,-, .-4 ~ < I- W CL W ti. lL o ~ a. W G- o a: 0- w jE ~ < V) ; DATE: 4 / 7 / 2005 ~ REVISIONS: ~ 5/12/2005 o W 6/9/2005 ~ jE w I ~ < m ~ uj ti. 8 N Q