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<br />~ <br /> <br />EXISTING LEGEND <br /> <br />PI~OPOSED LEGEND <br /> <br />PAVING LEGEND <br />t/:... ~ ~..~:~ j PROPOSED CONCRETE <br /> <br />_ PROPOSED ASPHALT <br /> <br />IOQQO<)<)<j ASPHALT TO BE <br />~ REMOVED <br /> <br />82 <br /> <br />LANDSCAPE LEGEND <br />COMMON NAME: BOTANICAL NAME: SPECIFICATIONS: <br /> <br />SYMBOL: <br />CANOPY TREES: <br /> <br />SAN. ....................Sonitory <br />FN&D '" FOUND NAJL & DISK <br />FIP '" FOUND IRON PIPE <br />FIR = FOUND IRON ROD <br />FCIR = FOUND CAPPED IRON ROD <br />SCIR '" SET CAPPED IRON ROD <br />R.R.S. '" RAIL ROAD SPIKE <br />FCM '" FOUND CONCRETE MONUMENT <br />SN&D = SET NAIL &: DISK <br />R/W '" RIGHT OF WAY <br />P.B. '" PLAT BOOK <br />O.R. = OFFICIAL RECORD BOOK <br />MES. = MITERED END SECTION <br />RCP. = REINFORCED CONCRETE PIPE <br />Ii ::: POWER/UTILllY POLE <br />E----= GUY WIRE & ANCHOR <br />:ci = LIGHT POLE <br />~ = GRATE INLET <br />fi3 == WATER METER <br /><> '" FIRE HYDRANT <br />~ '" VALVE <br />e = MANHOLE <br />fi?j = TELEPHONE POLE <br />(P) '" PLAT <br />(D) = DESCRIBED <br />(M) == MEASURED <br /> <br />ENCR. .....................Encroochment <br />WC ~ WITNESS CORNER <br />CI '" CURB INLET <br />CLf '" CHAIN LINK FENCE <br />DCV = DOUBLE CHECK VALVE <br />CONC '" CONCRETE <br />SAN CL ~ SANITARY CLEANOUT <br />SAN = SANITARY <br />ELEC = ELECTRIC <br />CON '" CONTROL <br />IRR '" IRRIGATION <br />RET '" RETENTION <br />C&G '" CURB & GUTIER <br />ALUM "" ALUMINUM <br />FFE '" fiNISH FLOOR ELEVATION <br />P.O.B. ... POINT OF BEGINNING <br />P.O.C. '" POINT OF COMMENCEMENT <br />CMP = CORRUGATED METAL PIPE <br />FSPK '" FOUND S~KE <br />FN&BC = fOUND NAIL & BOTILE CM' <br />FPKN '" FOUND PK NAlL <br />'tN. "" Woter Vavle <br />RW. = Recloied Water <br />M. = Meosured <br />P. .. Plot <br />F.P.C. = Florida Power Corporation <br />Inv. = Invert <br />D = Deed <br />Cone '" Concrete <br /> <br />I <br /> <br />I <br />I <br /> <br />I <br /> <br />I <br />I <br /> <br />I <br /> <br />I <br />I <br /> <br />\ <br /> <br />I <br />I <br /> <br />I <br /> <br />I <br />I <br /> <br />I <br /> <br />I <br />I <br /> <br />I <br /> <br />I <br />I <br /> <br />\ <br /> <br />I <br />I <br /> <br />I <br /> <br />I <br />I <br /> <br />I <br /> <br />I <br />I <br /> <br />\ <br /> <br />I <br />I <br /> <br />I <br /> <br />I <br />I <br /> <br />I <br /> <br />I <br />I <br /> <br />I <br /> <br />I <br />I . <br /> <br />I <br /> <br />~ .. :) <br />ffi <br /> <br />QUANTITY: <br /> <br />~ DIRECTION OF FLOW <br />....o,f'o EXISTING ELEVATION <br />~ <br />HI.87 PROPOSED ELEVATION <br />r- NOTE!: PROPOSED ELEVATIONS AT CURSpNE ARE <br />AT BOTTOM Of CURB fACE. ADD 0.5 TO <br />THESE ELEVATIONS fOR TOP OF' CURB HEIGHT. <br />-~~ EROSION CONTROL (SILT FENCE) <br /> <br />(j) NUMBER OF PROPOSED PARKING SPACES <br /> <br />X REMOVE EXISTING TREE <br /> <br />2' CLEAR TRUNK <br /> <br />~ <br /> <br />SABAL PALM <br /> <br />SABEL PALMETTO <br /> <br />20 <br /> <br />GROUND COVER: <br />C <br /> <br />1 GAL. 12" SPREAD <br />@ 24" O.C. <br /> <br />JUNIPERS <br /> <br />JUNIPER SPP <br /> <br />EX. TREE LEGEND <br /> <br />----- <br /> <br />T <br />\ <br />I <br />I <br />I <br />I <br />I <br /> <br /> <br />ENTRINCE PER <br />FDOT(IND#612) <br /> <br />I <br />I <br />I <br />~ <br /> <br />~ OAK TREE <br /> <br />----- <br /> <br />-------- <br /> <br />- - - - - - - - - - - - - - - - - - -,- -- <br /> <br />-------------- <br /> <br /> <br />to <br /> <br />I~ <br /> <br /> l <br /> v: <br />~ () <br />\~ <br />VI '< <br />~ ~ i; <br />....... <br />? VI <br /> :I <br />~ 3 <br />.{ <br />~ <br />V\ 't j-... <br />-'\ ~ ~ <br />" <br />~ ~ t~ <br />.~ <br /> <br />ROADWAY DESIGN & <br />CONSTRUCTION NORTH OF <br />PROPERTY TO BE DONE <br />BY OWNER TO THE NORTH <br /> <br />~ <br />o <br />l'0. <br />)-. <br />S <br />::r: <br />~ -.... <br /> <br />ZONE C- 2 <br />(VACANT COMMERCIAL) <br /> <br />ALL DISTURBED AREAS IN THE RIGHT OF <br />WAY MUST BE RESTORED TO MATCH THE <br />EXISTING DITCH PAVEMENT, SURROUNDING <br />SLOPES AND FLOW LINES. AREAS TO BE <br />SODDED. <br /> <br /> <br />I~ <br />o <br />I <br />I <br /> <br />POT ABl.E WEll/ <br /> <br />~ c, <br />~ <br /> <br />- - <br /> <br />if) <br /> <br />(1 0'x1 O')CONCRETE <br />. 'DUMPSTER PAD/W <br />6'T ALL ENCLOSURE <br /> <br />ZONE AR <br />(GRAZING LAN <br />CLASS 1) <br /> <br />PROPOSED <br />DETENTION POND <br />TOP = 79.00 <br />BOT = 76.00 <br /> <br />8" <br />~ <br />12'~ <br /> <br />79 <br /> <br />. <br />~ <br /> <br />:: <br /><D <br />o <br />.. <br /> <br />or- <br />0r- <br /> <br />b <br />o <br /> <br />. <br />Z <br /> <br />-~ <br /> <br />~48" <br />~ <br /> <br />- - <br /> <br />-rF- - <br /> <br />(R-1)STOP SIGN Wi <br />24"WIDE STOP BAR <br /> <br />SANITARY MH <br />TOP"87.70 <br />INV. N."82.26 <br />E= 82. 28 <br />S..82.17 <br />WA TER METER <br /> <br />ZONE C-2 <br />(PROFESSIONAL SERVICE <br />BUILDING) <br /> <br />ALL DISTURBED AREAS IN HE RIGHT OF <br />WAY MUST BE RESTORED T MATCH HE <br />EXISTING DITCH PAVEMENT, SURROUN ING <br />SLOPES AND FLOW LINES. REAS TO BE <br />SODDED. <br /> <br />J 08/12 REV1SED PER fOOT TWW <br />2 OS/23 REV1SED PER SWFWMD TWW <br />1 05/03 REV1SED PER CITY OF' ZEPHYRHILLS TWW ... 12/0 REVlSED PER FOOT <br />REV.I DATE R E\1 51 ON BY REV.' DATE RE\1Sl0N <br /> <br />DESIGN: TWW ~.. <br />DRAVlN: TWN <br />TWN <br />BY QiECl<ED: TJH <br /> <br />~~ 5J~ la;nd A~, <br />CONSUL liNG ENGINEERS · LAINO SURVEYOfS · LAND PLANNERS <br />ST. PETERSBURG · ZEPHYRHILU <br /> <br />Jnc. <br /> <br />I <br />I <br />I I <br />ggPHYRH/.t.tS -J/ore;; <br />s/rs PMN <br /> <br />2EPHYRHILLS <br /> <br />"'$;~'." .~e:''''''. ,'.~""",".=.~. <br /> <br />'1'1 <br /> <br />A <br /> <br />-- <br /> <br />-..:::rl <br /> <br />· rt is !.he ~ponsibilily of the PetftUtte~~ Et~lt nc ,".J . <br />comply WIth. all County and/or Municipal ordiJ1!!I<:':.:" <br />that il!~ r~lativ~)O tho: c9nstrucdon or thi;l other ilcl!vil) <br />d~scnb~d on ~'IS ~rrl1Jt .and are mor~ suingeo: th~il <br />D~pa..n:m-~n~ of fransportatlOTI requirements." <br /> <br />TWP. 2.65.. RNG. 21 E. <br /> <br />~~.'~~ @ili,I~ W@j;@~J14 '\f(:JiJ [~J:Gl <br />~2~~ '\~ ~~~10~~c~ 11'C~ <br />. v'i{'i 1"('13 rf-/!~ l.A VI IN H.OFlllMI <br /> <br />J\PPLiGJ\N\" IS F:ESF \'j~iI8L; fO <br />GliNE Pi;. Cr AtL ~;, Hi:~0. Hil <br />Uni.lf:I~S OF Pi'iC',J,: S:;;IJ DFlI1JE <br />SOl.. VING I~NY L':DA} HITn ~It=~) <br />I . ',: 8',:(:;Ii':~, <br /> <br /> <br />Call 48 hours before you dig! <br /> <br /> <br />"..,~ <br /> <br />IT'S THE LAW! <br />1-800-432-4770 <br /> <br />Site <br /> <br />Data <br /> <br />ZEPHYRHILLS <br /> <br />LOCATION MAP <br /> <br />?ERMl'f APPROVED FOR 'fEMPORARYCONNECTION rOSTATE HIGHWAY. <br />'.V'hen the froQtage road parallel to the State Highway across the <br />(ront ur rear ()f this site is completed to connect the existing <br />Jrivts. roads or median crosson:rs, this permit shall be voided <br />anJ (h~ Jri\twav rtmuvtd liS direcced by the D.O.T. <br /> <br />FLORIDA <br /> <br />~ER/DEVE~~ <br />MR. JAYANTILAL C. PATEL <br />27615 SR 54 WEST <br />WESLEY CHAPEL, FL. 33543 <br />(813) 404-9406 <br /> <br />ENGINEER/SURVEYOR: <br />C. FRED DEUEL & ASSOCIATES, <br />1620 FIRST AVENUE NORTH <br />ST. PETERSBURG, FL. 33713 <br />(727) 821-7255-FAX <br />(727) 822-4151 <br /> <br />INC. <br /> <br />. <br /> <br /> <br />\ <br /> <br />\ <br />SHOULDER RESTOHA TION <br />PER FDOT(L~?#f81) <br />SAWCUl & REMOVE <br />EXISTING DRIVEWAY <br />APRON & SOD,420SF <br />\ I <br />INSTALL MAINTENANCE <br />OF TRAFFIC PER <br />FDOT(IND/612) <br /> <br />j\i01E: SEE frnf'\iHEUSH <br />-""" c'u';:f'lrt , ~. \ .'r: <br />\i.:)H-~\.-I (.<.... ~ 1,;;.(~tJ:}~;'l;~i' <br /> <br />~~~I~~~Oi-(SVI~~Ei\(IA :,<rrEhjPd~ <br />... c ,-,HA.Ll. ,.:;1= r./or Fli=:l) J;J:1! <br />!f\j ADV/\i\!CE OF STAIH N(i~V~)}' <br />PH: (352} 7.97-6100 . <br /> <br /> <br />.~'.." ... <br /> <br />/ ''1'1 '~S .. - ,. ".. <br />f nr r ) ~ i I. . ~ j .~~ . . <br />f"I _ uE! /c:/V,,-,.: P>::\jllil . <br />uOES I~IC'''' I C, ._1, I <br />.., " l)a~{VI r i j-:'-" ., <br />... J! L.. j i <br /> <br />~-f'" <br /> <br />.:-: 8<ISTING EDG' 0-= I;)" It <br />~~ ~IJ L... i 1 r-\ V I <br />.;:"ALL BE S/l\l,t\f CU <br /> <br />0' 30' 60' <br />~-- -.rr--~ <br />SCALE': 1".. 30' <br /> <br />Table <br /> <br />ARCHITECT.; <br />HARTER - ADAMS P.A. <br />1370 GENE STREET <br />WINTER PARK, FL. 32789 <br />(407) 647-2062-FAX <br />'. '(407) 647-5767 <br /> <br />ADDRESS: 6815 GALL BLVD ZEPHYRHILLS. FLORIDA 33541 <br /> <br />LEGAL DESCRIPTION: <br /> <br />ZEPHYRHILLS COLONY COMPANY LANDS PB 2 PG 6 SOUTH 1/2 TRACT 17 <br />LESS R/W OR 3828 PG 52 OR 4426 PG 22 OR 4426 PG 21 <br /> <br />FLOOD ZONE: ZONE X <br />COMMUNITY PANEL NO. <br />REVISED MAP: <br />PROJECT SUMMARY & SITE DATA: <br />TOTAL BUILDING AREA == <br />TOTAL ASPHALT JCONC/SHELL AREA == <br />TOTAL IMPERVIOUS AREA == <br />TOTAL GREEN AREA == <br />TOTAL PROJECT AREA == <br /> <br />ZONING; C-2 GEN. COMMERCIAL DISTRICT <br /> <br />LOT REQUIREMENTS: <br />LOT AREA <br />LOT WIDTH <br />LOT DEPTH <br /> <br />SETBACK REQUIREMENTS; <br />FRONT <br />SIDE <br />REAR <br />MAXIMUM LOT COVERAGE (ISR): <br />MAXIMUM FLOOR/AREA RATIO: <br />,MAXIMUM BUILDJNCo I:!EJGt{t; <br />NUMBER OF" PARKING SPACES: <br />(1 SP PER ROOM OR SUITE)= <br />+( 1 SP /2 EMP. ON LONGEST SHIFT)= <br />TOTAL PARKING SPACES <br /> <br />NUMBER OF H,C. PARKING SPACES; <br /> <br />EXISTING <br />1,917 SF <br />o SF <br />o SF <br />101,570 SF <br />103,487 <br /> <br />SF / <br /> <br />PROPOSED <br />22,257 SF <br />47.328 SF <br />69,585 SF <br />33,902 SF <br />2.38 AC <br /> <br />I <br />I <br /> <br />I <br /> <br />I <br />I <br /> <br />I <br /> <br />I <br />I <br /> <br />I <br />~X. FIRE HYD!~fNT I <br /> <br />I \ <br /> <br />\ <br />SAWCUT & REMOVE <br />EXISTINC DRIVEWAY <br />.;~. ~PRON 3c SOD,473SF <br />",I..R35 L <br /> <br />.. INSTALL STOP <br />BAR & rLOW B <br />RROW <br /> <br />FUTURE LAND USE: C-2 MOTEL <br /> <br />REQUIRED <br />15,000 SF <br />90 FT <br />N/A <br /> <br />PROPOSED <br />103,487 SF <br />165 FT <br />636 FT <br /> <br />30 FT <br />N/A <br />20 FT <br />0.50 <br />0.50 <br />30 FT <br /> <br />105 FT <br />15 FT <br />205 FT <br />0.67 <br />0.22 <br />~JQ FT <br /> <br />72 SP <br />2 SP <br />74 SP <br /> <br />(51 SP-75SP)=3SP <br /> <br />72 SP <br />2 SP <br />74 SP <br /> <br />4 SP <br /> <br />~ llNO'TIff J. HEIUY ~ <br /> <br />~ -: ~'Z" <br />'F1.ORIO" S\JR~ Q ON NO. ~ <br />nORIDA ENGtNEER'S REGISTRATION NO. 53661 <br /> <br />WOOl< ORDER NO, 2002-11g <br />DA~ 03/21/02 <br />SCALE: ,".30' <br /> <br />SHEET NO. 1 Of 6 <br /> <br />- <br />