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<br />ASPHALT m N
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<br />w I
<br />ati. no 0
<br />POB +
<br />6 0�
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<br />INV. =79.10
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<br />EA
<br />�a
<br />a�
<br />PARCEL "C"
<br />ASPHALT II EXISTING BUILDING
<br />FF.= 84.90
<br />SEDIMENT' CONTROL BARRIER
<br />�3b" N 43'54'30" E
<br />a3 Oa.
<br />GRASSED SIWALE
<br />V
<br />INV. =82.25
<br />�� 3n
<br />+a 00.
<br />ASPHALT
<br />75.0'
<br />265.29' �_ y a� rya
<br />6
<br />GRASSED SWALE
<br />ro
<br />+
<br />a
<br />AIRPLANE
<br />HANGAR
<br />BUILDING
<br />'0
<br />CO.
<br />a
<br />GRASSED
<br />�o
<br />EA
<br />88 L.F. of 4 PV0
<br />60'
<br />1
<br />0 �5
<br />NEW ASPHALT
<br />1
<br />C.7
<br />z UTILITY POLE
<br />MATH ELEC.
<br />X Box
<br />w (�
<br />0
<br />°J I FLUB +�' + CO). INV. =82.25 75.0' 6 626
<br />40' — C+
<br />ASEMENT FOR CO. 8' PVC ®1,OOq
<br />UTIL1 G RESS AND '� T8 S CO. INV. =83.00
<br />7
<br />EXISTING GRADE
<br />+ � i 0 D �
<br />h a 30 � ly,
<br />a 1• 2 U)
<br />\� \\, � cv ����� � +a�1 C +0 , b o° GRASSED +ao °�
<br />�a 90 a10 O 6 I
<br />�a. ��
<br />Ha ° bales to be staked in a continuous EX TOP OF BANK
<br />I + a
<br />manner and staked into ground with a
<br />2"x2" wood stakes as required to maintain �®
<br />proper allignment. m
<br />S 43'54'30" W 278-89
<br />HAY BALES ���� ~�
<br />SEDINAENT CONTROL BARRIER
<br />1b 1 1 0 � C a h. hah
<br />0
<br />CI O.
<br />EX. TOE OF SLOPE
<br />POST (OPTIONS: 2"x4" OR o- EXISTING RETENTIOIN POND
<br />3 LBS. /FT. MIN.) "MIN. STEEL
<br />1.3 <��� (PERMIT 4414227.05) + h
<br />1.33
<br />6' MAX. TOB = 82.0(0
<br />BOTTOM = 75..00
<br />; I FILTER FABRIC (IN n� a
<br />CONFORMANCE WITH +�a� 1 00YR /24HR EL. = 79.60
<br />SEC.985 FOOT SPEC.)
<br />w z
<br />ELEVATION
<br />20' +/-
<br />OPTIONAL POST POSITION
<br />(VERTICAL) PRINCIPLE POST POSITION
<br />(CANTED 20' TOWARD FLOW)
<br />=R FABRIC
<br />LOW
<br />NOTES:
<br />—For additional information and details, see F.D.O.T. Index No.102.
<br />— Unless specified, hay barriers may be used in lieu of silt fences.
<br />— Additional posts and rails may be necessary to secure and support barriers.
<br />SECTION — Additonal fence lengths may be required by the County Engineer
<br />or by regulotory agencies.
<br />TYPE III SILT FENCE
<br />SEDIMENT BARRIER DETAILS
<br />(NOT TO SCALE)
<br />Contractor is to provide erosion control /sedimentation
<br />barrier (hay bales or siltation curtain) to prevent
<br />siltation of adjacent property, streets, storm sewers
<br />and waterways. In addation, contractor shall place
<br />straw, mulch or other suitable material on ground in
<br />areas where construction related traffic is to enter
<br />and exit site. If, in the opinion of the Engineer and /or
<br />local authorities, excessive quantities of earth are trans-
<br />ported off -site either by natural drainage or by vehicular
<br />traffic, the contractor is to remove and clean said earth
<br />to the satisfaction of the Engineer and /or local authorities.
<br />ZEPHYRHILL.S CITY AIRPORT
<br />(UNP'LATTED)
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<br />EA EDGE OF ASPHALT
<br />TOB TOP OF BANK
<br />c0' POWER POLE
<br />CONC, CONCRETE
<br />SURFACE WATER FLOW
<br />x860,9 EXISTING SPOT GRADE
<br />xx 87_00 PROPOSED SPOT GRADE
<br />T.O.W. TOP OF RETAINING WALL
<br />GV GATE VALVE
<br />w o m m m SEDIMENT CONTROL BARRIER
<br />SEDIMENT CONTROL BARRIER
<br />,
<br />ti
<br />a
<br />0' 20' 40'
<br />SCALE: 1 " = 20'
<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 400 -40,
<br />OR 400 -45, OR 40D -6, FLORIDA ADMINISTRATIVE CODE.
<br />EXISTING'
<br />SANITARY SEWER
<br />STUB OUT
<br />°
<br />a L �° 6
<br />0 �0 06 . 00. +0
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<br />0
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<br />3
<br />EXISTING
<br />RUNWAY LIGHT
<br />�F
<br />0
<br />+ 0 6
<br />+
<br />6� y
<br />h ak'
<br />8 .69 t8 .09 +
<br />�. o
<br />1 y EA �ti• $
<br />$ �
<br />EXISTING a
<br />a� F
<br />FWM N
<br />N
<br />34"x53* ERCP i
<br />0 I
<br />i A SPHALT Q
<br />Qy
<br />TB M a
<br />aZ 0
<br />TOP OF CONC. E
<br />EA h0
<br />ELEV. 82.78 �
<br />ati' 5
<br />5'
<br />DATUM: NGVD -29 0
<br />�a �
<br />� a
<br />INV.-73.81 0
<br />00 + a
<br />a +
<br />- J
<br />J
<br />O A
<br />ASPHALT A
<br />ASPHALT
<br />Q
<br />POND L
<br />L o
<br />o Q
<br />Q P
<br />I T
<br />TOB =83.00 Q
<br />o
<br />U I r
<br />r`
<br />BOT. =80.00 �
<br />�
<br />N a B
<br />` r z
<br />a
<br />y y
<br />a Q
<br />Q o
<br />1 ,, 1 b y
<br />+a6
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<br />I 0
<br />,, 1 +
<br />+�•
<br />INV. =82.25
<br />�� 3n
<br />+a 00.
<br />ASPHALT
<br />75.0'
<br />265.29' �_ y a� rya
<br />6
<br />GRASSED SWALE
<br />ro
<br />+
<br />a
<br />AIRPLANE
<br />HANGAR
<br />BUILDING
<br />'0
<br />CO.
<br />a
<br />GRASSED
<br />�o
<br />EA
<br />88 L.F. of 4 PV0
<br />60'
<br />1
<br />0 �5
<br />NEW ASPHALT
<br />1
<br />C.7
<br />z UTILITY POLE
<br />MATH ELEC.
<br />X Box
<br />w (�
<br />0
<br />°J I FLUB +�' + CO). INV. =82.25 75.0' 6 626
<br />40' — C+
<br />ASEMENT FOR CO. 8' PVC ®1,OOq
<br />UTIL1 G RESS AND '� T8 S CO. INV. =83.00
<br />7
<br />EXISTING GRADE
<br />+ � i 0 D �
<br />h a 30 � ly,
<br />a 1• 2 U)
<br />\� \\, � cv ����� � +a�1 C +0 , b o° GRASSED +ao °�
<br />�a 90 a10 O 6 I
<br />�a. ��
<br />Ha ° bales to be staked in a continuous EX TOP OF BANK
<br />I + a
<br />manner and staked into ground with a
<br />2"x2" wood stakes as required to maintain �®
<br />proper allignment. m
<br />S 43'54'30" W 278-89
<br />HAY BALES ���� ~�
<br />SEDINAENT CONTROL BARRIER
<br />1b 1 1 0 � C a h. hah
<br />0
<br />CI O.
<br />EX. TOE OF SLOPE
<br />POST (OPTIONS: 2"x4" OR o- EXISTING RETENTIOIN POND
<br />3 LBS. /FT. MIN.) "MIN. STEEL
<br />1.3 <��� (PERMIT 4414227.05) + h
<br />1.33
<br />6' MAX. TOB = 82.0(0
<br />BOTTOM = 75..00
<br />; I FILTER FABRIC (IN n� a
<br />CONFORMANCE WITH +�a� 1 00YR /24HR EL. = 79.60
<br />SEC.985 FOOT SPEC.)
<br />w z
<br />ELEVATION
<br />20' +/-
<br />OPTIONAL POST POSITION
<br />(VERTICAL) PRINCIPLE POST POSITION
<br />(CANTED 20' TOWARD FLOW)
<br />=R FABRIC
<br />LOW
<br />NOTES:
<br />—For additional information and details, see F.D.O.T. Index No.102.
<br />— Unless specified, hay barriers may be used in lieu of silt fences.
<br />— Additional posts and rails may be necessary to secure and support barriers.
<br />SECTION — Additonal fence lengths may be required by the County Engineer
<br />or by regulotory agencies.
<br />TYPE III SILT FENCE
<br />SEDIMENT BARRIER DETAILS
<br />(NOT TO SCALE)
<br />Contractor is to provide erosion control /sedimentation
<br />barrier (hay bales or siltation curtain) to prevent
<br />siltation of adjacent property, streets, storm sewers
<br />and waterways. In addation, contractor shall place
<br />straw, mulch or other suitable material on ground in
<br />areas where construction related traffic is to enter
<br />and exit site. If, in the opinion of the Engineer and /or
<br />local authorities, excessive quantities of earth are trans-
<br />ported off -site either by natural drainage or by vehicular
<br />traffic, the contractor is to remove and clean said earth
<br />to the satisfaction of the Engineer and /or local authorities.
<br />ZEPHYRHILL.S CITY AIRPORT
<br />(UNP'LATTED)
<br />a`
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<br />0 0
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<br />LEGEND
<br />EA EDGE OF ASPHALT
<br />TOB TOP OF BANK
<br />c0' POWER POLE
<br />CONC, CONCRETE
<br />SURFACE WATER FLOW
<br />x860,9 EXISTING SPOT GRADE
<br />xx 87_00 PROPOSED SPOT GRADE
<br />T.O.W. TOP OF RETAINING WALL
<br />GV GATE VALVE
<br />w o m m m SEDIMENT CONTROL BARRIER
<br />SEDIMENT CONTROL BARRIER
<br />,
<br />ti
<br />a
<br />0' 20' 40'
<br />SCALE: 1 " = 20'
<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 400 -40,
<br />OR 400 -45, OR 40D -6, FLORIDA ADMINISTRATIVE CODE.
<br />EXISTING'
<br />SANITARY SEWER
<br />STUB OUT
<br />°
<br />a L �° 6
<br />0 �0 06 . 00. +0
<br />w
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<br />3
<br />EXISTING
<br />RUNWAY LIGHT
<br />�F
<br />0
<br />+ 0 6
<br />+
<br />6� y
<br />h ak'
<br />8 .69 t8 .09 +
<br />20' +/-
<br />OPTIONAL POST POSITION
<br />(VERTICAL) PRINCIPLE POST POSITION
<br />(CANTED 20' TOWARD FLOW)
<br />=R FABRIC
<br />LOW
<br />NOTES:
<br />—For additional information and details, see F.D.O.T. Index No.102.
<br />— Unless specified, hay barriers may be used in lieu of silt fences.
<br />— Additional posts and rails may be necessary to secure and support barriers.
<br />SECTION — Additonal fence lengths may be required by the County Engineer
<br />or by regulotory agencies.
<br />TYPE III SILT FENCE
<br />SEDIMENT BARRIER DETAILS
<br />(NOT TO SCALE)
<br />Contractor is to provide erosion control /sedimentation
<br />barrier (hay bales or siltation curtain) to prevent
<br />siltation of adjacent property, streets, storm sewers
<br />and waterways. In addation, contractor shall place
<br />straw, mulch or other suitable material on ground in
<br />areas where construction related traffic is to enter
<br />and exit site. If, in the opinion of the Engineer and /or
<br />local authorities, excessive quantities of earth are trans-
<br />ported off -site either by natural drainage or by vehicular
<br />traffic, the contractor is to remove and clean said earth
<br />to the satisfaction of the Engineer and /or local authorities.
<br />ZEPHYRHILL.S CITY AIRPORT
<br />(UNP'LATTED)
<br />a`
<br />a
<br />J
<br />�v
<br />�U
<br />0 0
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<br />LEGEND
<br />EA EDGE OF ASPHALT
<br />TOB TOP OF BANK
<br />c0' POWER POLE
<br />CONC, CONCRETE
<br />SURFACE WATER FLOW
<br />x860,9 EXISTING SPOT GRADE
<br />xx 87_00 PROPOSED SPOT GRADE
<br />T.O.W. TOP OF RETAINING WALL
<br />GV GATE VALVE
<br />w o m m m SEDIMENT CONTROL BARRIER
<br />SEDIMENT CONTROL BARRIER
<br />,
<br />ti
<br />a
<br />0' 20' 40'
<br />SCALE: 1 " = 20'
<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 400 -40,
<br />OR 400 -45, OR 40D -6, FLORIDA ADMINISTRATIVE CODE.
<br />EXISTING'
<br />SANITARY SEWER
<br />STUB OUT
<br />°
<br />a L �° 6
<br />0 �0 06 . 00. +0
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<br />RUNWAY LIGHT
<br />�F
<br />0
<br />+ 0 6
<br />+
<br />6� y
<br />h ak'
<br />8 .69 t8 .09 +
<br />SEDIMENT CONTROL BARRIER
<br />,
<br />ti
<br />a
<br />0' 20' 40'
<br />SCALE: 1 " = 20'
<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 400 -40,
<br />OR 400 -45, OR 40D -6, FLORIDA ADMINISTRATIVE CODE.
<br />EXISTING'
<br />SANITARY SEWER
<br />STUB OUT
<br />°
<br />a L �° 6
<br />0 �0 06 . 00. +0
<br />w
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