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<br />REPLACE EXIST.
<br />SIGN W/ NEW
<br />MONUMENTAL
<br />/ SIGN (SIGN BY
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<br />UNDERGROUND 3 DUMPSTERS IN
<br />SETS OF 3' PVC 6'ENCLOSURE N 89058'47' E 547,57'
<br />W/ 4-350 MCM CU W/ GATES (SEE
<br />DET, 2/A-1) U_
<br />�a
<br />R GRESS ENERGY
<br />R NSF❑R ER
<br />�— UNDERGROUND 2
<br />SETS OF 4' PVC
<br />W/ 4-500 MCM CU
<br />I -
<br />24' 20' S-
<br />20
<br />1 ' '
<br />24' L '
<br />_ _ ---
<br />co
<br />n
<br />24'
<br />1 iu � A L-
<br />L Lc� ch
<br />6 795 S,F, { r I HT
<br />RETENTI❑N
<br />I FUTURE 'CICI'S PIZZA'
<br />6 7 W 7 7
<br />CL
<br />---�——— — — — — --
<br />I I I I 130,67' I II I (2
<br />I ! —
<br />IGAL,
<br />I I GR EESE TRAPS', �n
<br />IF, 11
<br />II I I I
<br />I u I 5 6
<br />L RbLE 6�' I I P❑LE
<br />_ LIGHT o o v
<br />— — — -- LIGHT I — — — - - -L- -- -- I —. o — J '
<br />P. @ '27 1I12 5' 12 i, 6 SP• @ 9'=54' ry \
<br />/ �— — PROGRESS - /— Lr)
<br />Cd ENERGY --
<br />\ r-- — — ——
<br />----�
<br />UNDERGROUND
<br />10 SP. @ 9'-90' �— — —1 -� 6 SP, @ 9'=54' 10' 26' 10, \ 10 SP. @ 9'=90'`' — _ 10' 10 SID 9'=90,
<br />10
<br />` Ou
<br />POLE
<br />LIGHT
<br />6
<br />\ 10
<br />u \ N 10
<br />S 89058'29' W 548.56' \ . P❑WER
<br />POLE
<br />NOTE, REFER TO CIVIL DRAWINGS FOR SITE
<br />DRAINAGE, UTILITIES & LANDSCAPE
<br />DRAWINGS,
<br />ARCHITECTURAL SITE PLAN
<br />SCALES 1' = 20'-0'
<br />SITE AREA = 72,541 SF = 1,66 ACRES
<br />ZONED, C2
<br />MAX BUILDING PERMITTED 25% = 18,135 SF
<br />TOTAL BUILDING AREA PROVIDED = 12,645 SF (OK)
<br />PARKING REQUIREDi
<br />RESTAURANT = 1 PER 150 SF = 45 SPACES
<br />GENERAL/OFFICE = 1 PER 200 SF = 29 SPACES
<br />TOTAL PARKING PROVIDED = 88 SPACES INCLUDING 4 HC,
<br />BUILDING AND PAVING AREA = 47,143 SF = 657
<br />TOTAL GREEN/PERVIOUS AREA = 25,398 SF = 357
<br />LEGAL DESCRIPTION,
<br />THE NORTH 2/5 OF TRACT 24, ZEPHYRHILLS COLONY
<br />COMPANY LANDS IN SECTI❑N2, TOWNSHIP 26 SOUTH, RANGE
<br />21 EAST,AS RECORDED IN PLAT BOOK 1, PAGE 55, PUBLIC
<br />RECORDS OF PASC❑ COUNTY, FLORIDA.
<br />a1
<br />BL'II=9<>1j,, Li_ COMPLY WITH
<br />ALL gPPLiCABLt B3 JILDIN6,
<br />ELEC'TR?(. c�L, PLuMBIN-C AND
<br />r,1 ECHA NII: 1-1 '-'()DFS
<br />L tLomWLY WITH
<br />CITY OF
<br />F?p LL,B01&tD[NA.NCE.
<br />BUILDING SHALL COMPLY WITH
<br />ALL APPLICABLE BUILDING,
<br />ELECTRICAL, PLUMBING AND
<br />MECHANICAL CODES.
<br />REFERENCE BUILDING
<br />CODES,
<br />FLORIDA BUILDING CODE
<br />BUILDING:
<br />2004 EDITION
<br />PLUMBING,
<br />FLORIDA PLUMBING CODE
<br />2004 EDITION
<br />MECHANICAL,
<br />FLORIDA MECHANICAL CODE
<br />2004 EDITION
<br />ELECTRICAL,
<br />NATIONAL ELECTRICAL CODE
<br />2005 EDITION
<br />ACCESSIBILITY:
<br />FLORIDA ACCESSIBILITY CODE
<br />FOR BUILDING CONSTRUCTION
<br />FBC 2004 EDITION
<br />LIFE SAFETY,
<br />NFPA 101 LIFE SAFETY CODE
<br />BUILDING
<br />2003 EDITION
<br />CODE CRITERIA,
<br />OCCUPANCY: ASSEMBLY GROUP A-2 (SECTION 303)
<br />C❑NST, TYPEi IIB
<br />ALLOWABLE HEIGHT
<br />& BUILDING AREAS,
<br />MAX, BLG,
<br />HEIGHTi 55'-0'
<br />MAX. # OF
<br />STORIESi 2
<br />MAX, BLG,
<br />AREAi 9,500 S.F.
<br />ttl",Ya1,W DATE:
<br />ILr
<br />116
<br />WF
<br />LI
<br />20' 1
<br />4
<br />5
<br />POLE
<br />LIGHT
<br />ELECT, SERV,
<br />52'
<br />NOTE, LIGHT FIXTURES
<br />SHALL BE DESIGNED
<br />AND SHIELDED SO
<br />THAT LIGHT IS
<br />DIRECTED ONTO THE
<br />PARKING AREA AND
<br />DIRECTED AWAY FROM
<br />ADJACENT PROPERTIES
<br />AND TRAFFIC,
<br />1:101-1.4"UNUSE ".1
<br />I W L
<br />LI t
<br />52'
<br />TOP OF WALL
<br />6'-0'
<br />CONT. #5 REBAR, TYP.
<br />GROUT FILLED CMU
<br />#6 REBAR @ 56' O.C.
<br />VERT, AND @ CORNER
<br />SAND ENDS, GROUT CELLS
<br />SOLID AT REBAR, 36- MIN.
<br />LAP
<br />PAINTED 8' CMU WALL
<br />W/ H❑RIZONTAL REINF, @
<br />16' ❑,C„ TYP,
<br />6' THICK C❑NC, SLAB
<br />REINFORCED W/ WWF
<br />6X6-W1,4XW1,4
<br />TOP OF SLAB
<br />0'-0'
<br />COMPACTED FILL, TYP,
<br />REINF, CONC. FOOTING (3)
<br />#5 CONT, AND #3 TIES @
<br />32' O,C,
<br />GATE SHALL BE 6' HIGH
<br />SOLID PANEL ALUMINUM
<br />W/ ALUMINUM FRAME
<br />2 SCREEN WALL SECTION
<br />A --1 J SCALE, 3/4' = 1'-0-
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<br />Project Number
<br />r 06082a
<br />1 Date
<br />I 03-19-07
<br />�oeet Number
<br />A-1
<br />
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