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SITE DATA TABLE:
<br />SITE LOCATION: 39616 SOUTH AVENUE
<br />ZEPHYRHILLS, FL., 33542
<br />ZONING: AP1 PROPOSED USE: AIRCRAFT HANGER
<br />LAND USE: AIRPORT
<br />PIN: 12- 26 -21- 0000 - 04900 -0100 AND 13- 26 -21- 0000 - 00100 -0080
<br />EA
<br />—a—
<br />p
<br />= 36 ,088
<br />60
<br />z
<br />a
<br />AIRPLANE
<br />z
<br />w
<br />+ �0
<br />..-�
<br />(0.97
<br />06\+
<br />o
<br />LU
<br />HANGAR
<br />Q
<br />a
<br />I N
<br />� Q
<br />of
<br />BUILDING
<br />�
<br />J
<br />a
<br />�
<br />0-
<br />a
<br />POND
<br />FH
<br />Q
<br />J
<br />o
<br />+0�
<br />�
<br />TOB =83.00
<br />Q
<br />=
<br />_z
<br />W
<br />a
<br />7,500 S.F. O
<br />V)
<br />I
<br />FF.= 87.00
<br />X
<br />W
<br />DRAINAGE BASIN LINE
<br />w
<br />c�
<br />v
<br />z
<br />Z o
<br />0
<br />ASPHALT m
<br />0
<br />X
<br />W
<br />0
<br />ti
<br />Q'ti
<br />16
<br />1 y°
<br />0
<br />POB +
<br />F'LuM�
<br />a` CO.
<br />INV. =82.25 75.0'
<br />s
<br />,
<br />INV. =79.10
<br />I
<br />+
<br />I� w
<br />8" PVC ® 1.00% CO.
<br />a �L
<br />30
<br />O 0
<br />Un
<br />0�'
<br />2
<br />n pry
<br />N O
<br />ag o
<br />�
<br />EA
<br />0
<br />EXISTING IJ
<br />�
<br />EX. TOP OF BANK
<br />34 "x53' FRCP ��
<br />I
<br />(ASPHALT
<br />TBM �ry0
<br />S 43'54'30" W 278-89'
<br />TOP OF CONC.
<br />h
<br />EA
<br />ELEV. 82.78
<br />$�h
<br />DATUM: NGVD -29
<br />ati. 0
<br />EX, TOE OF SLOPE
<br />1
<br />a
<br />INV._78.81
<br />00
<br />+
<br />LO
<br />w
<br />N
<br />aw
<br />ASPHALT
<br />00
<br />J
<br />2
<br />W �
<br />¢
<br />Q
<br />ti
<br />d W
<br />X
<br />w
<br />W +
<br />C� �`
<br />I
<br />C 0 C
<br />O
<br />V)
<br />z �
<br />w
<br />40' EASEMENT
<br />FOR
<br />ING ESS /EGRES S!—
<br />UTIL TIES
<br />0
<br />+
<br />a
<br />01 GV
<br />1
<br />m
<br />+
<br />�
<br />EA
<br />—a—
<br />N 43 ° 54'30" E
<br />1� + GRASSED SWALE
<br />L
<br />�O CO. INV. =82.25 75.0'
<br />PARCEL "C"
<br />SWFWMD AS BUILT # 14227.4
<br />EXISTING BUILDING
<br />FF.= 84.90
<br />ASPHALT
<br />�
<br />DRAINAGE BASIN LINE -
<br />265.29' ��,11�1
<br />cP GRASSED SWALE
<br />0 a
<br />+ +��,
<br />Co.
<br />p
<br />= 36 ,088
<br />60
<br />z
<br />a
<br />AIRPLANE
<br />w
<br />+ �0
<br />1° X6
<br />0� 00 +
<br />(0.97
<br />06\+
<br />w
<br />HANGAR
<br />+0�
<br />II
<br />BUILDING
<br />a
<br />0-
<br />V)
<br />POND
<br />v�
<br />a
<br />J
<br />� O
<br />+0�
<br />a
<br />TOB =83.00
<br />Q
<br />=
<br />W
<br />a
<br />7,500 S.F. O
<br />V)
<br />z
<br />FF.= 87.00
<br />a
<br />F
<br />-
<br />c�
<br />z
<br />0
<br />X
<br />L
<br />0
<br />N 43 ° 54'30" E
<br />1� + GRASSED SWALE
<br />L
<br />�O CO. INV. =82.25 75.0'
<br />PARCEL "C"
<br />SWFWMD AS BUILT # 14227.4
<br />EXISTING BUILDING
<br />FF.= 84.90
<br />ASPHALT
<br />�
<br />DRAINAGE BASIN LINE -
<br />265.29' ��,11�1
<br />cP GRASSED SWALE
<br />0 a
<br />+ +��,
<br />Co.
<br />EXISTING RETENTION POND
<br />(PERMIT 4414227.05)
<br />TOB = 82.00
<br />BOTTOM = 75.00
<br />100YR /24HR EL. = 79.60
<br />SWFWMD PERMIT # 14227.1
<br />SWFWMD PERMIT # 14227.3
<br />A
<br />1 + _
<br />(9 6 . 6 9 "66,39 +�
<br />GRASSED
<br />EA �� r
<br />r h
<br />EXISTING
<br />= 36 ,088
<br />60
<br />(40'
<br />a
<br />AIRPLANE
<br />°
<br />+ �0
<br />1° X6
<br />0� 00 +
<br />(0.97
<br />06\+
<br />°
<br />HANGAR
<br />+0�
<br />II
<br />BUILDING
<br />--
<br />V)
<br />POND
<br />v�
<br />a
<br />� O
<br />+0�
<br />NEW ASPHALT
<br />TOB =83.00
<br />0
<br />O
<br />°
<br />BOT. =80.00
<br />z
<br />7,500 S.F. O
<br />z
<br />FF.= 87.00
<br />F
<br />-
<br />W
<br />gy p.
<br />F'LuM�
<br />a` CO.
<br />INV. =82.25 75.0'
<br />s
<br />+
<br />8" PVC ® 1.00% CO.
<br />INV.=
<br />30
<br />O 0
<br />Un
<br />2
<br />n pry
<br />N O
<br />ag o
<br />�
<br />1
<br />O
<br />EX. TOP OF BANK
<br />S 43'54'30" W 278-89'
<br />ROOF RUNOFF PIPED
<br />TO POND (TYPICAL) DRAINAGE
<br />BASIN LINE —
<br />EX, TOE OF SLOPE
<br />1
<br />EXISTING RETENTION POND
<br />(PERMIT 4414227.05)
<br />TOB = 82.00
<br />BOTTOM = 75.00
<br />100YR /24HR EL. = 79.60
<br />SWFWMD PERMIT # 14227.1
<br />SWFWMD PERMIT # 14227.3
<br />A
<br />1 + _
<br />(9 6 . 6 9 "66,39 +�
<br />GRASSED
<br />EA �� r
<br />r h
<br />$� 1
<br />EXISTING
<br />RUNWAY LIGHT
<br />b ,6/
<br />N
<br />4
<br />T y q� T
<br />gy p.
<br />0
<br />�
<br />01 0
<br />J
<br />4
<br />0
<br />FLOOD ZONE: ZONE 'X' - AREA DETERMINED TO BE
<br />OUTSIDE OF 500 YEAR FLOOD PLAIN
<br />MAP PANEL NO: 120235 0005 C
<br />REVISED MAP: DECMEBER 17, 1991
<br />PROJECT SUMMARY & SITE DATA: PROPOSED
<br />BUILDING (GFA) = 7,500 S.F
<br />ASPHALT /CON C. /SHELL AREA = 9 ,358 S.F
<br />POND AREA = 4,650 S.F
<br />GREEN AREA = 1 4, 580 S.F
<br />PROJECT
<br />EXISTING
<br />= 36 ,088
<br />SANITARY SEWER
<br />(40'
<br />STUB OUT
<br />TOTAL
<br />°
<br />0rO
<br />1° X6
<br />0� 00 +
<br />(0.97
<br />ac.)
<br />�ti
<br />W
<br />J
<br />06.
<br />3
<br />1n
<br />V)
<br />v�
<br />a
<br />c�
<br />$� 1
<br />EXISTING
<br />RUNWAY LIGHT
<br />b ,6/
<br />N
<br />4
<br />T y q� T
<br />gy p.
<br />0
<br />�
<br />01 0
<br />J
<br />4
<br />0
<br />FLOOD ZONE: ZONE 'X' - AREA DETERMINED TO BE
<br />OUTSIDE OF 500 YEAR FLOOD PLAIN
<br />MAP PANEL NO: 120235 0005 C
<br />REVISED MAP: DECMEBER 17, 1991
<br />PROJECT SUMMARY & SITE DATA: PROPOSED
<br />BUILDING (GFA) = 7,500 S.F
<br />ASPHALT /CON C. /SHELL AREA = 9 ,358 S.F
<br />POND AREA = 4,650 S.F
<br />GREEN AREA = 1 4, 580 S.F
<br />PROJECT
<br />AREA
<br />= 36 ,088
<br />S.F
<br />(40'
<br />esm't not included)
<br />TOTAL
<br />SITE
<br />= 42,332
<br />S.F
<br />(0.97
<br />ac.)
<br />a�.
<br />h 01 �
<br />I
<br />N
<br />i
<br />in
<br />411
<br />111 ?p
<br />POND AREAS
<br />TOB = 4,522 S.F.
<br />1'dp = 3,363 S.F.
<br />2'dp = 2,305 S.F.
<br />3'dp = 1,350 S.F.
<br />5
<br />H
<br />Z
<br />w
<br />wr
<br />w
<br />a
<br />a
<br />I
<br />J
<br />a
<br />a
<br />1n
<br />a
<br />Z PRE AND POST DEVELOPMENT AREA
<br />161 w 0 � h � = 36,088 S.F. (0.828 ac.)
<br />t v
<br />Q
<br />X
<br />I—
<br />1
<br />lo
<br />DRAINAGE BASIN LINE
<br />0
<br />I
<br />X6 3
<br />I
<br />O
<br />X6 0
<br />1°
<br />$ h.
<br />0' 20' 40'
<br />�mr off
<br />F �r
<br />SCALE: 1" = 20'
<br />LEGEND
<br />EA EDGE OF ASPHALT
<br />TOB TOP OF BANK
<br />0 POWER POLE
<br />CONC. CONCRETE
<br />w- SURFACE WATER FLOW
<br />}8 6 09 EXISTING SPOT GRADE
<br />xx 87,00 PROPOSED SPOT GRADE
<br />T.O.W. TOP OF RETAINING WALL
<br />GV GATE VALVE
<br />NOTE:
<br />AT THE TIME OF FINAL INSPECTION, THE SURFACE WATER MANAGEMENT
<br />SYSTEM WAS COMPLETED SUBSTANTIALLY IN ACCORDANCE WITH THE
<br />PERMITTED CONSTRUCTION PLANS AND INFORMATION. ANY MINOR
<br />DEVIATIONS FROM THE PERMITTING, PLANS, AND SPECIFICATIONS,
<br />WILL NOT PREVENT THE SYSTEM FROM FUNCTIONING IN COMPLIANCE
<br />WITH THE REQUIREMENTS OF CHAPTER 40D -4, AND CHAPTER 40D -40,
<br />OR 40D -45, OR 40D -5, FLORIDA ADMINISTRATIVE CODE.
<br />rn
<br />0
<br />d
<br />U)
<br />�ti
<br />I 6
<br />O
<br />06.
<br />0�
<br />1
<br />lo
<br />DRAINAGE BASIN LINE
<br />0
<br />I
<br />X6 3
<br />I
<br />O
<br />X6 0
<br />1°
<br />$ h.
<br />0' 20' 40'
<br />�mr off
<br />F �r
<br />SCALE: 1" = 20'
<br />LEGEND
<br />EA EDGE OF ASPHALT
<br />TOB TOP OF BANK
<br />0 POWER POLE
<br />CONC. CONCRETE
<br />w- SURFACE WATER FLOW
<br />}8 6 09 EXISTING SPOT GRADE
<br />xx 87,00 PROPOSED SPOT GRADE
<br />T.O.W. TOP OF RETAINING WALL
<br />GV GATE VALVE
<br />NOTE:
<br />AT THE TIME OF FINAL INSPECTION, THE SURFACE WATER MANAGEMENT
<br />SYSTEM WAS COMPLETED SUBSTANTIALLY IN ACCORDANCE WITH THE
<br />PERMITTED CONSTRUCTION PLANS AND INFORMATION. ANY MINOR
<br />DEVIATIONS FROM THE PERMITTING, PLANS, AND SPECIFICATIONS,
<br />WILL NOT PREVENT THE SYSTEM FROM FUNCTIONING IN COMPLIANCE
<br />WITH THE REQUIREMENTS OF CHAPTER 40D -4, AND CHAPTER 40D -40,
<br />OR 40D -45, OR 40D -5, FLORIDA ADMINISTRATIVE CODE.
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