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& dd `=ARiIIH H'A[?BE
<br />231 A :_., �. � _, _ __Vv
<br />O
<br />-� DRIVEWAY PVMT — r' "'
<br />"WfRfiCH TO EXISTING
<br />, P�RWEWAY PVMT.
<br />20 O
<br />10 20 40
<br />1
<br />�
<br />y
<br />NOTE
<br />i
<br />STORY DRAINAGE CONFLICTS 111TH SANTIARY SEDERS, WRCE M" AND
<br />K: 15.15
<br />LVC: 125.00
<br />E k,:"`
<br />( IN FEET)
<br />Ln
<br />W �
<br />W W
<br />a
<br />"
<br />PROFILES).
<br />LOW PT ELEV'
<br />PVI STA: 11
<br />PVI ELEV:
<br />4.61
<br />70
<br />46
<br />ST1�RY DRAINAGE CONFLICTS DITH SANITARY SEDERS
<br />W
<br />SCALE: 1 =20'
<br />HIGH PTE
<br />PVI STA: 12
<br />PVI ELEV:
<br />: 5.06
<br />+21
<br />11
<br />`,
<br />I
<br />MATCH TO EXIS'
<br />DRIVEWAY PVMT.
<br />a
<br />+
<br />°'
<br />10 -
<br />i
<br />m
<br />2-
<br />2m
<br />—,2 —
<br />.t�
<br />DA TUM ELEV
<br />— 6.00
<br />MINI SAI,A
<br />10' TEMPORARY
<br />CONTRUCTION EASEMENT
<br />LIMIT OF
<br />N-1 Vi
<br />STA: 118+fW0WA,T rev mM " "� ° a .-,,4„ ^°°°"°"°°DRIVEWAY PVMT.
<br />,,�....CATQI+- BASIN"' 18
<br />� TYPE "D" STRC (60" DIA.)
<br />RIM -EL. 4.30
<br />INV -EL. -2.40 i(W)
<br />INV -EL. +1.00 (N)
<br />f_4�L G���)_.__P LE,
<br />1) ����{N�,[> MFG �� M11
<br />OF CONSTRUCTION
<br />10' TEMPORARY
<br />�CONTRUCTION EASEMENT
<br />MATCH TO EXISTIN(
<br />C)
<br />m
<br />m
<br />m
<br />0
<br />STA: 121 +19
<br />CATCH BASIN No. 22
<br />DRIVEWAY PVMT.
<br />y ',
<br />MAY4 TQ�, EW TIpIS-
<br />STA: 120 +99 DRIVEWAY PVMT.
<br />CATCHY BASIN No. 21
<br />INV -EL. +1.10 (NE)
<br />INV -EL. -1.65 (W)
<br />DIA.)
<br />10' TEMPORARY
<br />CONTRUCTION EASEMENT
<br />LIMIT OF CONSTRUCTION-\
<br />,r DRIVEWAY PVMT.
<br />LIMIT OE CONSTRUCTION
<br />y ; "„� �,
<br />`10' TEMPORARY Q
<br />CONTRUCTION EASEMENT
<br />(
<br />i
<br />118+ 00
<br />119+ 00
<br />1,20+ 00
<br />1,�1 + UU
<br />I ee+ UU
<br />- 10
<br />wi
<br />M
<br />_ ,2
<br />— —,2
<br />GRAPHIC SCALE
<br />STORM SEWER PROFILE'
<br />20 O
<br />10 20 40
<br />80
<br />CALL 48 HOURS BEFORE YOU DIG IN FLORIDA
<br />NOTE
<br />i
<br />STORY DRAINAGE CONFLICTS 111TH SANTIARY SEDERS, WRCE M" AND
<br />K: 15.15
<br />LVC: 125.00
<br />NOTE
<br />( IN FEET)
<br />Ln
<br />DATER LINES ARE ADDRESSED ON SHEENS C,2,2 —C28 (SEDER PLANS AND
<br />"
<br />PROFILES).
<br />LOW PT ELEV'
<br />PVI STA: 11
<br />PVI ELEV:
<br />4.61
<br />70
<br />46
<br />ST1�RY DRAINAGE CONFLICTS DITH SANITARY SEDERS
<br />SCALE: 1 =20'
<br />HIGH PTE
<br />PVI STA: 12
<br />PVI ELEV:
<br />: 5.06
<br />+21
<br />11
<br />+
<br />'°
<br />IT'S THE LAWL-
<br />PROVIDE' POLLUTION RETARDANT BAFFLES' (PMY) AT ALL OVTFALL PIPES
<br />+
<br />°'
<br />C22 —C28 (SEDER PLANS' AND PROFILES
<br />PROFILE VIEW:
<br />HORIZONTAL 1 " =20' VERTICAL 1 " =10'
<br />o�i n
<br />1- 800 -432 -4770
<br />SUNSHINE STATE ONE CALL OF FLORIDA, INC. �
<br />DITHDV EACH CATCH BASIN.
<br />LVC: 150.0
<br />g
<br />LVC: 50.
<br />0
<br />_ _ _-- ____._ ____ __ _____, _ ____; NED
<br />_.
<br />;;
<br />�
<br />" '"°g' CITY OF SUNNY ISLES BEACH, FL
<br />PAVING, GRADING AND
<br />APPROVED RONNIE S. NAVARRO, P.E.
<br />FLORIDA REGISTRATION No. 67642
<br />PRO
<br />SED GRADE
<br />!DATE
<br />_ _..
<br />_ _ _ _ _. __ _ __- _ - -__ -_. __ _ __ I ___. _. _. -
<br />_ , �
<br />--
<br />- __ __ __ _ _ _ _ i DRAWN
<br />-- -
<br />®r
<br />+
<br />�
<br />P OJECT No
<br />R
<br />Os_ -489.3 4
<br />C 1
<br />S
<br />,,DATE
<br />_ _ _._ _____ ___ .__ _ _. _ ______ 1
<br />Fort Lauderdale, Florida 33318
<br />CAD FILE
<br />__ __. __ CHECKED
<br />o�
<br />PROF.DWG
<br />_ _ ___ _ _ _ _ ____ _._ _____
<br />NO DATE REVISION BY ! NO DATE
<br />REVISION BY DATE
<br />r
<br />a]
<br />;DATE
<br />05- 4893- C- STRM- OF
<br />AT ROAD CL
<br />— �_
<br />---- -_ _
<br />(STING GRADE
<br />AT ROAD CL
<br />1b"
<br />C.P. OF 216 LF
<br />1
<br />" R.C.P. OF 21
<br />LF
<br />STRM S
<br />RC 0 118 +80
<br />STRM STRC
<br />120 +w
<br />INV = -2.
<br />INV =1.
<br />In (W)
<br />In (N)
<br />INV =1.10 In (N
<br />INV= -1.65 Out
<br />)
<br />(W)
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<br />118+ 00
<br />119+ 00
<br />1,20+ 00
<br />1,�1 + UU
<br />I ee+ UU
<br />- 10
<br />wi
<br />M
<br />_ ,2
<br />— —,2
<br />GRAPHIC SCALE
<br />STORM SEWER PROFILE'
<br />20 O
<br />10 20 40
<br />80
<br />CALL 48 HOURS BEFORE YOU DIG IN FLORIDA
<br />NOTE
<br />i
<br />STORY DRAINAGE CONFLICTS 111TH SANTIARY SEDERS, WRCE M" AND
<br />NOTE
<br />( IN FEET)
<br />DATER LINES ARE ADDRESSED ON SHEENS C,2,2 —C28 (SEDER PLANS AND
<br />"
<br />PROFILES).
<br />ST1�RY DRAINAGE CONFLICTS DITH SANITARY SEDERS
<br />SCALE: 1 =20'
<br />AND F17RCE PAIN ARE ADDRESSED ON SHEETS
<br />IT'S THE LAWL-
<br />PROVIDE' POLLUTION RETARDANT BAFFLES' (PMY) AT ALL OVTFALL PIPES
<br />C22 —C28 (SEDER PLANS' AND PROFILES
<br />PROFILE VIEW:
<br />HORIZONTAL 1 " =20' VERTICAL 1 " =10'
<br />1- 800 -432 -4770
<br />SUNSHINE STATE ONE CALL OF FLORIDA, INC. �
<br />DITHDV EACH CATCH BASIN.
<br />- - - - -X'
<br />__. _ __ ___ __ __ _____ ___ ___ _ ___ _ L ____ _
<br />_ _ _-- ____._ ____ __ _____, _ ____; NED
<br />_.
<br />;;
<br />�
<br />" '"°g' CITY OF SUNNY ISLES BEACH, FL
<br />PAVING, GRADING AND
<br />APPROVED RONNIE S. NAVARRO, P.E.
<br />FLORIDA REGISTRATION No. 67642
<br />SCALE ��— SHEET
<br />— 20
<br />!DATE
<br />_ _..
<br />_ _ _ _ _. __ _ __- _ - -__ -_. __ _ __ I ___. _. _. -
<br />_ , �
<br />--
<br />- __ __ __ _ _ _ _ i DRAWN
<br />-- -
<br />®r
<br />�� 5�1�`V�/OI"8
<br />1800 Eller Drive, Suite 600 ATLANTIC ISLES ROADWAY
<br />DRAINAGE PLAN AND PROFILE
<br />P OJECT No
<br />R
<br />Os_ -489.3 4
<br />C 1
<br />_ _ __ _ ___ __ __ __.__.__ _ ___ _- I _ __._ _. _ __._ ____- - _ -.___
<br />,,DATE
<br />_ _ _._ _____ ___ .__ _ _. _ ______ 1
<br />Fort Lauderdale, Florida 33318
<br />CAD FILE
<br />__ __. __ CHECKED
<br />Phone: 954.921.7781 Fax 954.921.8807 AND UTILITY I I�P R O VE I�E N T S
<br />PROF.DWG
<br />_ _ ___ _ _ _ _ ____ _._ _____
<br />NO DATE REVISION BY ! NO DATE
<br />REVISION BY DATE
<br />Certifioate of Authorization 614
<br />;DATE
<br />05- 4893- C- STRM- OF
<br />
|