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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 />PARCEL "'C"
<br />[EXISTING BUILDING
<br />IFF.= 84.90
<br />LEGAL DESCRIPTION:
<br />PARCEL D
<br />That portion of Sections 12 and 13, Township 26, Range 21 East, Pasco
<br />County, Florida, being further described as follows:
<br />Commence at the Southwest Corner of Section 12, Township 26 South,
<br />Range 21 East; thence N.89'54'37 "E., along the South Line of said Section
<br />12, a distance of 3219.83 feet; thence S.42'09'14 "E., a distance of 8.47
<br />feet for a Point of Beginning; thence N.43'54'30 "E., a distance of 265.29
<br />feet; thence S.47'09'31 "E., a distance of 155.52 feet; thence S.43'54'30 "W.,
<br />a distance of 278.89 feet; thence N.42'09'14 "W., a distance of 155.86 feet
<br />to the Point of Beginning.
<br />RESERVING an easement for ingress /egress and utilities over and across
<br />the westerly 40.00 feet thereof.
<br />TOGETHER WITH on easement for ingress /egress and utilities over and
<br />across the westerly 40.00 feet of Parcels A, B and C.
<br />Said Parcel containing 0.97 acre, more or less,
<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 (CFA) = 7,500 S.F
<br />ASPHALT /CONC. /SHELL AREA = 9 ,358 S.F
<br />POND AREA = 4 ,650 S.F
<br />GREEN AREA = 1 4 580 S.F
<br />GRASSED
<br />+�
<br />16!k
<br />I
<br />A
<br />51
<br />Z
<br />a 6�
<br />TOTAL
<br />z
<br />w
<br />= 42,332
<br />S.F
<br />�v�
<br />I
<br />+
<br />ASPHALT
<br />+a�'
<br />V
<br />a
<br />a� ��
<br />0`
<br />I
<br />� Q
<br />IY
<br />r-
<br />J
<br />EA
<br />_ 3/4" SCH 80 PVC
<br />_
<br />w
<br />Q
<br />=
<br />a°
<br />FH
<br />a
<br />EBOX
<br />�r
<br />EA t ^
<br />CL
<br />z
<br />V)
<br />N 43'54'30)" E
<br />00tia
<br />F=
<br />V)
<br />c�
<br />w
<br />Z
<br />w o A
<br />'5
<br />u
<br />N
<br />+
<br />�,
<br />a
<br />z m
<br />0
<br />16'�
<br />ASPHALT
<br />m
<br />+
<br />..
<br />0��
<br />o x
<br />w
<br />MEET AND MATCH EDGE
<br />ati� �a ° y o
<br />OF EXISTING PAVEMENT
<br />POB +ti
<br />ry �0
<br />A
<br />TIE INTO EXIST WATER MAIN
<br />6
<br />atiati
<br />`l,�O
<br />a
<br />AND INSTALL A 3/4" WATER
<br />o
<br />METER W /BACKFLOW PREVENTOR
<br />0
<br />+
<br />INV. =79.10
<br />po L 825
<br />8' PVC ® 1.00%
<br />�O
<br />ati'
<br />w
<br />EA
<br />0
<br />� �
<br />EXISTING
<br />ati.
<br />0A •
<br />34'x53' ERCP �� ASPHALT
<br />'
<br />TBM
<br />w
<br />0 ti 0
<br />3'
<br />TOP OF CONC.
<br />EA 0
<br />ELEV. 82.78
<br />DATUM: NGVD -29
<br />75.0'
<br />h�
<br />6
<br />a
<br />a
<br />!NV =78.81
<br />Q)
<br />�6 CO.
<br />L
<br />of 4" PVC ® 1.009;
<br />~
<br />I
<br />I 1n w
<br />5'
<br />O
<br />EXISTING
<br />SANITARY SEWER
<br />N
<br />a
<br />0-
<br />a
<br />ASPHALT
<br />a
<br />AIRPLANE
<br />J
<br />Q
<br />ST UB OU
<br />Q ^
<br />z
<br />w Q
<br />+
<br />w
<br />Q
<br />U
<br />Z u
<br />z
<br />N
<br />0-
<br />_; 1
<br />HANGAR
<br />JZ
<br />x I
<br />rO6
<br />NO ti0 I
<br />A�
<br />a�
<br />-_
<br />+�9?
<br />a] a a1'
<br />N
<br />� I
<br />t ai
<br />I
<br />14-
<br />C.7
<br />J
<br />z UTILITY POLE I
<br />WITH ELEC.
<br />BOX
<br />X
<br />w I
<br />CONSTRUCT 108L.F.,
<br />I
<br />CONCRETE RETAINING WALL o
<br />I
<br />4p' ASEMENT FOR
<br />INGRESS /EGRESS
<br />_Z
<br />z O
<br />OND
<br />Nq '~
<br />UTILITIES I
<br />NEW
<br />h�
<br />x
<br />+ a� I
<br />Q O
<br />+
<br />ary.
<br />GV
<br />66 I
<br />ASPHALT
<br />Lu
<br />+ 1a,
<br />� 0,
<br />J �,
<br />l�
<br />m
<br />o
<br />o
<br />_0
<br />M
<br />i
<br />0ti �a+
<br />_3 z
<br />= v
<br />)T. =80.00
<br />FF.= 87.00
<br />�G
<br />LLJ
<br />1 �.
<br />OUTFALL STRUCTURE
<br />SOD
<br />TYPE "C" INLET
<br />N
<br />3 6
<br />TOP = 82.37
<br />INV.= 78.00
<br />44 L.F. of 10" Sch 80 PVC
<br />S. INV.= 75.00
<br />j
<br />i o6
<br />W /M.E,S.
<br />PARCEL "'C"
<br />[EXISTING BUILDING
<br />IFF.= 84.90
<br />LEGAL DESCRIPTION:
<br />PARCEL D
<br />That portion of Sections 12 and 13, Township 26, Range 21 East, Pasco
<br />County, Florida, being further described as follows:
<br />Commence at the Southwest Corner of Section 12, Township 26 South,
<br />Range 21 East; thence N.89'54'37 "E., along the South Line of said Section
<br />12, a distance of 3219.83 feet; thence S.42'09'14 "E., a distance of 8.47
<br />feet for a Point of Beginning; thence N.43'54'30 "E., a distance of 265.29
<br />feet; thence S.47'09'31 "E., a distance of 155.52 feet; thence S.43'54'30 "W.,
<br />a distance of 278.89 feet; thence N.42'09'14 "W., a distance of 155.86 feet
<br />to the Point of Beginning.
<br />RESERVING an easement for ingress /egress and utilities over and across
<br />the westerly 40.00 feet thereof.
<br />TOGETHER WITH on easement for ingress /egress and utilities over and
<br />across the westerly 40.00 feet of Parcels A, B and C.
<br />Said Parcel containing 0.97 acre, more or less,
<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 (CFA) = 7,500 S.F
<br />ASPHALT /CONC. /SHELL AREA = 9 ,358 S.F
<br />POND AREA = 4 ,650 S.F
<br />GREEN AREA = 1 4 580 S.F
<br />GRASSED
<br />+�
<br />16!k
<br />I
<br />A
<br />51
<br />Z
<br />a 6�
<br />TOTAL
<br />w
<br />= 42,332
<br />S.F
<br />5�
<br />+
<br />ASPHALT
<br />+a�'
<br />+aA
<br />a� ��
<br />0`
<br />a
<br />EA
<br />_ 3/4" SCH 80 PVC
<br />_
<br />Q.
<br />a°
<br />WATER LATERAL
<br />a
<br />EBOX
<br />-
<br />EA t ^
<br />CL
<br />V)
<br />N 43'54'30)" E
<br />00tia
<br />a
<br />c�
<br />Z
<br />°
<br />6 5�
<br />Ea
<br />1n
<br />�,
<br />a
<br />16'�
<br />w
<br />P+ GRASSED SWALE
<br />+
<br />..
<br />0��
<br />PARCEL "'C"
<br />[EXISTING BUILDING
<br />IFF.= 84.90
<br />LEGAL DESCRIPTION:
<br />PARCEL D
<br />That portion of Sections 12 and 13, Township 26, Range 21 East, Pasco
<br />County, Florida, being further described as follows:
<br />Commence at the Southwest Corner of Section 12, Township 26 South,
<br />Range 21 East; thence N.89'54'37 "E., along the South Line of said Section
<br />12, a distance of 3219.83 feet; thence S.42'09'14 "E., a distance of 8.47
<br />feet for a Point of Beginning; thence N.43'54'30 "E., a distance of 265.29
<br />feet; thence S.47'09'31 "E., a distance of 155.52 feet; thence S.43'54'30 "W.,
<br />a distance of 278.89 feet; thence N.42'09'14 "W., a distance of 155.86 feet
<br />to the Point of Beginning.
<br />RESERVING an easement for ingress /egress and utilities over and across
<br />the westerly 40.00 feet thereof.
<br />TOGETHER WITH on easement for ingress /egress and utilities over and
<br />across the westerly 40.00 feet of Parcels A, B and C.
<br />Said Parcel containing 0.97 acre, more or less,
<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 (CFA) = 7,500 S.F
<br />ASPHALT /CONC. /SHELL AREA = 9 ,358 S.F
<br />POND AREA = 4 ,650 S.F
<br />GREEN AREA = 1 4 580 S.F
<br />GRASSED
<br />+�
<br />16!k
<br />I
<br />A
<br />51
<br />(40'
<br />a 6�
<br />TOTAL
<br />SITE
<br />= 42,332
<br />S.F
<br />5�
<br />+
<br />ASPHALT
<br />+a�'
<br />+aA
<br />a� ��
<br />0`
<br />EA
<br />_ 3/4" SCH 80 PVC
<br />_
<br />a°
<br />WATER LATERAL
<br />3/4" G.V. IN METER
<br />EBOX
<br />-
<br />EA t ^
<br />:A b
<br />N 43'54'30)" E
<br />00tia
<br />265.29'
<br />�a + GRASSED SWAL
<br />°
<br />6 5�
<br />Ea
<br />�,
<br />16'�
<br />P+ GRASSED SWALE
<br />+
<br />h9
<br />0��
<br />ha
<br />- - 1
<br />b1b
<br />86 Bg k 6'o' +
<br />a�
<br />A
<br />I
<br />o
<br />0
<br />+
<br />o
<br />4
<br />8' PVC ® 1.00%
<br />�O
<br />w
<br />CO,
<br />0A •
<br />w
<br />fW�
<br />CO. INV. =82.25
<br />75.0'
<br />h�
<br />110'
<br />a
<br />a
<br />�6 CO.
<br />88 L.F.
<br />of 4" PVC ® 1.009;
<br />~
<br />I
<br />5'
<br />60 ,
<br />EXISTING
<br />SANITARY SEWER
<br />N
<br />a
<br />0-
<br />AIRPLANE
<br />ST UB OU
<br />Ln
<br />z
<br />+
<br />N
<br />HANGAR
<br />+
<br />rO6
<br />°°
<br />A�
<br />a�
<br />+ a � a 6,ry 11b. +
<br />° + a
<br />t ai
<br />I
<br />O
<br />LL
<br />J
<br />BUILDING
<br />_Z
<br />z O
<br />OND
<br />ti�
<br />a°
<br />NEW
<br />V)
<br />SOD
<br />x
<br />U Q
<br />Q O
<br />+
<br />o
<br />ASPHALT
<br />Lu
<br />Q
<br />J �,
<br />)B=83.00 L � °
<br />7 , 500 S.F.
<br />o
<br />o
<br />M
<br />i
<br />_3 z
<br />= v
<br />)T. =80.00
<br />FF.= 87.00
<br />LLJ
<br />SOD
<br />N
<br />3 6
<br />t/)
<br />j
<br />i o6
<br />a60
<br />+ �6\�
<br />+
<br />6
<br />a
<br />EXISTING
<br />RUNWAY LIGHT
<br />CO. INV.--82,25 75. 0'
<br />�?s
<br />2
<br />ry
<br />I
<br />6C�
<br />T
<br />8 PVC ®1.009°
<br />+
<br />CO.
<br />INV. =83.00
<br />R`S Tgkwq
<br />2 3° . 0
<br />U)
<br />0 !yq Ypygf
<br />o�
<br />+0 ti
<br />+a 0
<br />+ a�
<br />a
<br />MEET
<br />AND MATCH EDGE
<br />EX, T OP OF BANK
<br />+0��0 +a a aa6
<br />+
<br />F X I
<br />00 0
<br />S 43'54'30" W
<br />a
<br />EX. TOE OF SLOPE
<br />EXISTING RETENTION POND
<br />(PERMIT 4414227.05)
<br />TOB = 82.00
<br />BOTTOM = 75.00
<br />1 0OYR /24HR EL. = 79.60
<br />278.89'
<br />ROOF RUNIOFF PIPED
<br />TO POND ((TYPICAL)
<br />Sa o 0
<br />�
<br />0 �0 0 �• a
<br />J
<br />4
<br />0 F_ STING PAVEMENT
<br />ti
<br />aa
<br />PROJECT
<br />AREA
<br />I
<br />A
<br />S.F
<br />(40'
<br />a 6�
<br />TOTAL
<br />SITE
<br />= 42,332
<br />S.F
<br />(0.97
<br />ac.)
<br />ah �
<br />+aA
<br />X6 0
<br />0 F_ STING PAVEMENT
<br />ti
<br />aa
<br />PROJECT
<br />AREA
<br />= 36,088
<br />S.F
<br />(40'
<br />esnn't not included)
<br />TOTAL
<br />SITE
<br />= 42,332
<br />S.F
<br />(0.97
<br />ac.)
<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 />GENERAL NOTES
<br />1. ALL ON -SITE WATER AND SEWER FACILITIES SHALL BE AND
<br />MAINTAINED BY THE OWNER - DEVELOPER.
<br />2. NO ON -SITE BURNING SHALL BE PERMITTED.
<br />3. A SEDIMENT CONTROL FENCE SHALL BE PLACED ALONG ALL
<br />SITE BOUNDARIES FOR FUGITIVE DUST CONTROL.
<br />4. CONNECTIONS TO EXISTING COUNTY -OWNED SYSTEMS SHALL
<br />BE VIA WET TAP, WET TAPS SHALL BE PERFORMED BY THE
<br />CITY OF ZEPHYRHILLS UTILITY SERVICES AT THE DEVELOPER'S
<br />EXPENSE. EXCAVATION, BACKFILL AND SURFACE RESTORATION
<br />SHALL BE THE CONTRACTOR'S RESPONSIBILITY, MATERIAL FOR
<br />WET TAPS LARGER THAN 2" SHALL BE PROVIDED AND INSTALLED
<br />BY THE PROJECT CONTRACTOR.
<br />x I/P
<br />0' 20' 40'
<br />OF r
<br />ZEPHYRHILLS CITY AIRPORT SCALE: 1" = 20'
<br />(UNPLATTED) '
<br />LEGEND
<br />EA EDGE OF ASPHALT
<br />TOB TOP OF BANK
<br />cd POWER POLE S ITEPLAN -
<br />CONC. CONCRETE
<br />&_ SURFACE WATER FLOW
<br />' EXISTING SPOT GRADE W.F.C ENGINEERING
<br />X 7.00 PROPOSED SPOT GRADE ZEPHRYHILLS AIRPORT HANGAR ENGINEERING
<br />T.O.W TOP OF RETAINING WALL LAND PLANNING & DESIGN
<br />GV GATE VALVE Certificate of Authorization Number
<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 -6, FLORIDA ADMINISTRATIVE CODE.
<br />
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