|
O)
<br />Q
<br />O
<br />Q
<br />N
<br />O
<br />L(7
<br />CO
<br />O
<br />Ln
<br />O
<br />N
<br />CO
<br />(T
<br />U
<br />O
<br />O
<br />L(7
<br />0
<br />0A
<br />:i
<br />W
<br />3 V ANK ROUTED
<br />8' B' yy�BACK TO GARAGE FACE T$' La B'
<br />L - - - - -
<br />9AZMARKED
<br />- - _�
<br />J SLAB 10' THICK - 'k-ADDITIONAL BARS /° v G cn ,
<br />2' THROUGHQUT CL FROM BOTTTOM
<br />MARKED *STORM
<br />NNo.
<br />UI S.F. No. B (O APPROVED EQUAL)
<br />EACH 8' C -C
<br />EACH W Y (MIN.)
<br />U.S.F. U.S.F. 3 OA, EQUAL) TOP 5LAB
<br />BAR SCREEN
<br />(SEE NOTE /11)
<br />e -1a
<br />I ELEV
<br />+4. 0
<br />z a
<br />3'4T'
<br />r 8
<br />A
<br />7.5'
<br />7.5'
<br />\IS
<br />MANHOLE RIM
<br />RIM ELEV.
<br />FINISHED GRADE 'J'
<br />Retention Tank Width,
<br />5.0'
<br />-1
<br />4 "v: I
<br />4 BARS WELDED TO WELL SCREEN RIM
<br />i�10
<br />V IN BA
<br />EACH WAY (MIN.)
<br />6.67'
<br />/
<br />f
<br />I�
<br />�
<br />6.67'
<br />�
<br />2
<br />-
<br />JOINTA £TAIL
<br />FOR TANK
<br />a_
<br />`njlj
<br />:. �
<br />; • L
<br />L • a- WpLI WITH N1 ELEV.
<br />"
<br />CL,
<br />NOTE:
<br />LADDER BARS SHALL BE INSTALLED IN BOXES 10' IN DEPTH OR GREATER PER (SD 4.8).
<br />+2.00
<br />3
<br />�5 BARS, 10' C -C +.2.00
<br />EACH WAY (MIN.)
<br />'
<br />+2.00
<br />+2.00
<br />N
<br />Well Casing Diameter
<br />24'
<br />3•
<br />a
<br />Gj
<br />n kI
<br />24•
<br />24'
<br />TANK BOTTOM ELEV.
<br />CL
<br />( -)2.00
<br />aI"
<br />( -)2.00
<br />( -)2.00
<br />02.00
<br />AL
<br />W7 7
<br />El-, Top of Tank
<br />...
<br />+5.50
<br />EACH WAY (MIN.)
<br />+5.50
<br />+5.50
<br />+5.50
<br />16 BAR'6' C -C
<br />S ry a
<br />O
<br />EloW, Rim of Manhole /1
<br />Typ
<br />-
<br />-
<br />-
<br />EACH WAY (MIN.)
<br />T`
<br />10• C -C
<br />2' -0'
<br />GROUT
<br />SEAL
<br />-
<br />SECTION (2 CHAMBER)
<br />I
<br />W
<br />WAY (MIND 8'
<br />CL
<br />8'
<br />CL.
<br />0
<br />Helghl of Riser /1
<br />L - - - - -
<br />9AZMARKED
<br />- - _�
<br />J SLAB 10' THICK - 'k-ADDITIONAL BARS /° v G cn ,
<br />2' THROUGHQUT CL FROM BOTTTOM
<br />MARKED *STORM
<br />NNo.
<br />UI S.F. No. B (O APPROVED EQUAL)
<br />EACH 8' C -C
<br />EACH W Y (MIN.)
<br />U.S.F. U.S.F. 3 OA, EQUAL) TOP 5LAB
<br />BAR SCREEN
<br />(SEE NOTE /11)
<br />e -1a
<br />I ELEV
<br />+4. 0
<br />z a
<br />3'4T'
<br />r 8
<br />A
<br />7.5'
<br />7.5'
<br />MANHOLE RIM
<br />RIM ELEV.' W '
<br />MANHOLE RIM
<br />RIM ELEV.
<br />FINISHED GRADE 'J'
<br />Retention Tank Width,
<br />5.0'
<br />-1
<br />4 "v: I
<br />4 BARS WELDED TO WELL SCREEN RIM
<br />5.0'
<br />V IN BA
<br />NOT TO WELL CASING) FOR SECURE FIT.
<br />EACH WAY (MIN.)
<br />6.67'
<br />/
<br />f
<br />I�
<br />�
<br />6.67'
<br />�
<br />2
<br />-
<br />JOINTA £TAIL
<br />FOR TANK
<br />a_
<br />`njlj
<br />:. �
<br />; • L
<br />L • a- WpLI WITH N1 ELEV.
<br />"
<br />CL,
<br />NOTE:
<br />LADDER BARS SHALL BE INSTALLED IN BOXES 10' IN DEPTH OR GREATER PER (SD 4.8).
<br />r;
<br />M
<br />10 g CASING TOP WITH
<br />MARK
<br />DESCRIPTION
<br />Irmo
<br />EACH 8' C -C
<br />EACH W Y (MIN.)
<br />VI
<br />BAR SCREEN
<br />(SEE NOTE /11)
<br />WELL 19,
<br />I ELEV
<br />+4. 0
<br />Retention Tank length
<br />TANKTOP ELEV. ( +)5.50
<br />}1
<br />••
<br />A
<br />7.5'
<br />7.5'
<br />7.5'
<br />p VENT PIPE LOCATION
<br />Retention Tank Width,
<br />5.0'
<br />5.0'
<br />4 BARS WELDED TO WELL SCREEN RIM
<br />5.0'
<br />V IN BA
<br />NOT TO WELL CASING) FOR SECURE FIT.
<br />EACH WAY (MIN.)
<br />6.67'
<br />/
<br />6.67'
<br />6.67'
<br />�
<br />6.67'
<br />+ N 3
<br />Inlet Pipe Diameter
<br />2•
<br />a_
<br />`njlj
<br />+2.00
<br />+2.00
<br />L • a- WpLI WITH N1 ELEV.
<br />+2.00
<br />CL,
<br />Inlet Pipe Diameter
<br />+2.00
<br />3
<br />�5 BARS, 10' C -C +.2.00
<br />EACH WAY (MIN.)
<br />'
<br />+2.00
<br />+2.00
<br />N
<br />Well Casing Diameter
<br />24'
<br />3•
<br />a
<br />Gj
<br />n kI
<br />24•
<br />24'
<br />TANK BOTTOM ELEV.
<br />CL
<br />( -)2.00
<br />aI"
<br />( -)2.00
<br />( -)2.00
<br />02.00
<br />AL
<br />W7 7
<br />El-, Top of Tank
<br />...
<br />+5.50
<br />J �"
<br />+5.50
<br />+5.50
<br />+5.50
<br />16 BAR'6' C -C
<br />S ry a
<br />O
<br />EloW, Rim of Manhole /1
<br />Typ
<br />-
<br />-
<br />-
<br />EACH WAY (MIN.)
<br />T`
<br />10• C -C
<br />2' -0'
<br />GROUT
<br />SEAL
<br />-
<br />SECTION (2 CHAMBER)
<br />I
<br />W
<br />WAY (MIND 8'
<br />CL
<br />8'
<br />CL.
<br />0
<br />Helghl of Riser /1
<br />18' MIN.
<br />DIN.
<br />18" MIN.
<br />9
<br />18' MIN.
<br />18" MIN.
<br />p
<br />U-
<br />B e
<br />18' MIN.
<br />18" MIN.
<br />- -
<br />- -
<br />-
<br />- '
<br />- - - - - -
<br />6" PFECAST BAf1TE fAW1ED
<br />INTO PREFORMED NETWA\ �B VENT faR TAKK RATTED
<br />INLET PIPE WENINO BAC< TO GARAGE iAtE
<br />AB REWIRED -
<br />p4 BARS 0 1 -1/2' O.C.
<br />EA. WELDED TO PIPE LID
<br />MARK
<br />DESCRIPTION
<br />Irmo
<br />WELL o5'
<br />q4 BARS 19 1 -1/2. O.C.
<br />WELL'S'
<br />WELL 19,
<br />WELL '10'
<br />n
<br />m m
<br />Retention Tank length
<br />EA. WAY WELDED TO PIPE LID
<br />7.5'
<br />A
<br />7.5'
<br />7.5'
<br />7.5'
<br />26" STE PIPE
<br />- EL
<br />LA
<br />Retention Tank Width,
<br />5.0'
<br />5.0'
<br />4 BARS WELDED TO WELL SCREEN RIM
<br />5.0'
<br />SO'
<br />NOT TO WELL CASING) FOR SECURE FIT.
<br />EACH WAY (MIN.)
<br />6.67'
<br />6.67'
<br />6.67'
<br />6.67'
<br />6.67'
<br />6.67'
<br />FLORIDA CISR=C:ATE OF ATJTHORTZATTON Nt)lV[B F_- 00003653
<br />180 Noa+LCeet 168th SReet / NorLL MismE HeaoL, PEOrlda 33162
<br />Inlet Pipe Diameter
<br />+2.00
<br />OPENIN
<br />+2.00
<br />+2.00
<br />+2.00
<br />+2.00
<br />ELEV.
<br />} 2.00 !a Y
<br />Inlet Pipe Diameter
<br />+2.00
<br />+2.00
<br />+2.00
<br />+2.00
<br />+2.00
<br />+2.00
<br />8 of 6
<br />Well Casing Diameter
<br />24'
<br />24'
<br />24'
<br />24•
<br />24•
<br />24'
<br />Bev., Bottom of Tank
<br />( -)2.00
<br />( -)2.00
<br />( -)2.00
<br />( -)2.00
<br />( -)2.00
<br />( -)2.00
<br />B L9'IING BARS TO BE CAST W IF REWIRED AND WT OFF AFTgH INSTAWTW OF BOX
<br />B. E NS REW RED FDN TANK UNLOADING AT JOB SITE PRIOR TO
<br />El-, Top of Tank
<br />+5.50
<br />+5.50
<br />1 +5.50
<br />+5.50
<br />+5.50
<br />+5.50
<br />J
<br />EloW, Rim of Manhole /1
<br />-
<br />-
<br />6" PFECAST BAf1TE fAW1ED
<br />INTO PREFORMED NETWA\ �B VENT faR TAKK RATTED
<br />INLET PIPE WENINO BAC< TO GARAGE iAtE
<br />AB REWIRED -
<br />p4 BARS 0 1 -1/2' O.C.
<br />EA. WELDED TO PIPE LID
<br />MARK
<br />DESCRIPTION
<br />Irmo
<br />WELL o5'
<br />q4 BARS 19 1 -1/2. O.C.
<br />WELL'S'
<br />WELL 19,
<br />WELL '10'
<br />n
<br />m m
<br />Retention Tank length
<br />EA. WAY WELDED TO PIPE LID
<br />7.5'
<br />A
<br />7.5'
<br />7.5'
<br />7.5'
<br />26" STE PIPE
<br />- EL
<br />LA
<br />Retention Tank Width,
<br />5.0'
<br />5.0'
<br />4 BARS WELDED TO WELL SCREEN RIM
<br />5.0'
<br />SO'
<br />NOT TO WELL CASING) FOR SECURE FIT.
<br />26" STEEL PIPE NECK VALVE
<br />WELL SCREEN LID DETAIL IF REOUR
<br />flFTFR EO.
<br />TO MEwANKAL
<br />PLANS FOR INFWmT
<br />UNE S12E
<br />RETENTION TANK AND WELL DIMEN51ON5
<br />MARK
<br />DESCRIPTION
<br />Irmo
<br />WELL o5'
<br />WELL 7'
<br />WELL'S'
<br />WELL 19,
<br />WELL '10'
<br />n
<br />m m
<br />Retention Tank length
<br />7.5'
<br />26" STEEL PIPE NECK VALVE
<br />WELL SCREEN LID DETAIL IF REOUR
<br />flFTFR EO.
<br />TO MEwANKAL
<br />PLANS FOR INFWmT
<br />UNE S12E
<br />RETENTION TANK AND WELL DIMEN51ON5
<br />MARK
<br />DESCRIPTION
<br />WELL *21
<br />WELL o5'
<br />WELL 7'
<br />WELL'S'
<br />WELL 19,
<br />WELL '10'
<br />n
<br />m m
<br />Retention Tank length
<br />7.5'
<br />7.5'
<br />7.5'
<br />7.5'
<br />7.5'
<br />7.5'
<br />Retention Tank Width,
<br />5.0'
<br />5.0'
<br />5.0'
<br />5.0'
<br />SO'
<br />5.0'
<br />R.ItmtkR Tank Depth
<br />6.67'
<br />6.67'
<br />6.67'
<br />6.67'
<br />6.67'
<br />6.67'
<br />FLORIDA CISR=C:ATE OF ATJTHORTZATTON Nt)lV[B F_- 00003653
<br />180 Noa+LCeet 168th SReet / NorLL MismE HeaoL, PEOrlda 33162
<br />Inlet Pipe Diameter
<br />+2.00
<br />+2.00
<br />+2.00
<br />+2.00
<br />+2.00
<br />+2.00
<br />ELEV.
<br />} 2.00 !a Y
<br />Inlet Pipe Diameter
<br />+2.00
<br />+2.00
<br />+2.00
<br />+2.00
<br />+2.00
<br />+2.00
<br />8 of 6
<br />Well Casing Diameter
<br />24'
<br />24'
<br />24'
<br />24•
<br />24•
<br />24'
<br />Bev., Bottom of Tank
<br />( -)2.00
<br />( -)2.00
<br />( -)2.00
<br />( -)2.00
<br />( -)2.00
<br />( -)2.00
<br />B L9'IING BARS TO BE CAST W IF REWIRED AND WT OFF AFTgH INSTAWTW OF BOX
<br />B. E NS REW RED FDN TANK UNLOADING AT JOB SITE PRIOR TO
<br />El-, Top of Tank
<br />+5.50
<br />+5.50
<br />1 +5.50
<br />+5.50
<br />+5.50
<br />+5.50
<br />J
<br />EloW, Rim of Manhole /1
<br />-
<br />-
<br />-
<br />-
<br />-
<br />-
<br />K
<br />EIeV., Rile of Manhole 12
<br />-
<br />-
<br />-
<br />-
<br />-
<br />-
<br />0
<br />Helghl of Riser /1
<br />18' MIN.
<br />18' MIN.
<br />18" MIN.
<br />18' MIN.
<br />18' MIN.
<br />18" MIN.
<br />p
<br />Height of Riser /2
<br />18' MIN.
<br />18' MIN.
<br />18" MIN.
<br />18' MIN.
<br />18" MIN.
<br />18" MIN.
<br />L_ - - - - - - - - - - - - - - - - J SLAB 10" THICK-/ ADDITIONAL BARS 2' OU' CWT Co FL-M , BaOnT nOM
<br />RIM AND COVER MARKED "STORM SEWER PLAN IM AND COVER MARKED 'STORM SEWER' TOP SLAB
<br />U.S.F. No. 679-AZ-OW. (OR APPROVED U.S.F. No. 310 -A -B1 (OR APPROVED EQUAL)
<br />EQUAL) 7 -8" 4' -a' X -e" 2' -2' /4 BARS ®1 -1 2" O.C.
<br />EA. WAY
<br />WELDED TO PIPE
<br />[5 BARS, 10" 0-0
<br />EACH EACH WAY (MIN.)
<br />SEAL 5ECrION
<br />GENERAL NOTES:
<br />1. THE DRAINAGE WELL CASING SHALL BE EXTENDED TO
<br />A DEPTH AT WHICH THE GROUND WATER
<br />CONTAINS NOT LESS THAN 10,000 P.P.M. TOTAL
<br />DISSOLVED SOLIDS.
<br />2. THE BOTTOM OF THE WELL SHALL EXTEND AT
<br />LEAST 10.0 FEET BELOW THE BOTTOM OF THE
<br />WELL CASING.
<br />3. EACH OF THE WELLS SHALL BE DEVELOPED TO
<br />DISCHARGE B_O.Q G.P.M. PER FOOT OF HEAD.
<br />4. TANK AND COVER SHALL BE MARKED 'STORM
<br />SEWER' PER U.S.F. No. 310A, (OR APPROVED
<br />EQUAL).
<br />5. ALL CONCRETE SHALL BE 4,000 P.S.I. AT 28 DAYS.
<br />6. ALL REINFORCING SHALL BE A.S.T.M. A -36.
<br />7. TANK STRUCTURE SHALL BE PREFABRICATED.
<br />8. LIFTING BARS TO BE CAST IN IF REQUIRED AND
<br />CUT OFF AFTER INSTALLATION OF BOX.
<br />9. ENGINEERING INSPECTIONS REQUIRED FOR TANK
<br />AFTER UNLOADING AT JOB SITE PRIOR TO
<br />PLACEMENT, AND AGAIN AFTER PLACEMENT BUT
<br />PRIOR TO COVER INSTALLATION.
<br />10. ELEVATIONS SHOWN HEREON ARE PER N.G.V.D.
<br />(NATIONAL GEODETIC VERTICAL DATUM, 1929).
<br />11. A BAR SCREEN WITH 1 -1/2' MAX. OPENING SHALL
<br />BE FITTED TO THE TOP OF THE WELL CASING.
<br />(SEE DETAIL).
<br />i
<br />NV FL .10
<br />J ( 1�• _
<br />/•..... ,,*
<br />/'
<br />/4 BARS 0 1 -1 /2" O.C.
<br />EA. WAY WELDED TO PIPE
<br />T PIPE OPENWO
<br />AS REWIRED
<br />ED
<br />vEe
<br />• -T
<br />n
<br />m m
<br />)D 1 m
<br />(TOP 91AD NOT 5110WN)
<br />'`WAIF"
<br />26' STEEL PIPE
<br />AND COVER PER
<br />�iBOTTON ELEV.
<br />( +)0.63
<br />moms P FNPER A !D
<br />1. NW -WO VEN PLASTIC FILTER FABRIC PER F.D.O.T. STANDARD INDEX /199 (TYPE D -3 FOR
<br />JOINT nETAIL
<br />g4 BARS WELDED TO WELL SCREEN RIM
<br />- - --
<br />CK TO GRADE
<br />BY CONTRACTOR
<br />3" VENT FOR TANK
<br />N BAPS O I2' VENT.
<br />BARS O B" HOB.
<br />.:.. '•
<br />VEIIT '
<br />IM
<br />ER UNE
<br />NOT TO WELL CASING) FOR SECURE FIT.
<br />3. AFTER THE BALLAST ROCK HAS BEEN PLACED TO THE PROPER ELEVATION IT SHALL
<br />BE CARMLLY MBRATED OR COMPACTED IN ORDER TO ALLOW FOR INITIAL SETTLEMENT
<br />THAT MAY OCWR. IF IT DOES TAKE PUCE ADDITWA, BALLAST ROC( WILL BE ADDED
<br />28' STEEL PIPE WELL SCREEN DETAIL
<br />z' z'
<br />EACH WAY (MIN.)
<br />r
<br />TYPICAL SECTION
<br />REVISED PER CITY OF SUNNY ISLES BEACH COMMENTS
<br />1
<br />FLORIDA CISR=C:ATE OF ATJTHORTZATTON Nt)lV[B F_- 00003653
<br />180 Noa+LCeet 168th SReet / NorLL MismE HeaoL, PEOrlda 33162
<br />GREASE BAFFLE
<br />INHERE REDD.
<br />GBiLOtAL NOr ®,
<br />1. THE NRAINACE T1E11 CASINO SHALL BE EXTENDED TO A DEPTH AT WHICH THE GROUND WATFA
<br />ON S NOT 1£59 THAN 10.000 P.P.M. TOTAL DISSOLYFD SOLIDS.
<br />City of Sunny /s /es Beach, Miami-Dade County, Florida
<br />CONCEPTUAL CIVIL OETA /LS
<br />BY PLANS
<br />2 THE BOTTOM OF THE REL. SHALL EXTEND AT UEAST 10 FT. BELON THE - OF THE WELL NQ
<br />No
<br />ELEV.
<br />} 2.00 !a Y
<br />RaltlmDelaiptlm
<br />3. EACH OF THE WELLS SHALL BE DEVELOPED TO DISWMOE HOD G.P.M. PER FOOT OF HEAD.
<br />4. TANK ANO COVER SHAL BE MARIOD 'STORM SEVER' FOR U.SF. Nw aJB- AE -BWr k 310-A-BWT
<br />Phone: 305- 653 -4493 /F- 305-631 -7132 / Emeil fleWemavW.-
<br />582/4-5 SJD
<br />]P a MflR
<br />10
<br />8 of 6
<br />(OR APPROVID EWAL)
<br />4.00
<br />B. ALL ONNETE BHALL BE 4,000 P.SI. AT 28 DAK
<br />WALL WTH
<br />B. ALL RONFORCING SHNL BE AST... A -3a.
<br />J. TANK STRUCTURE SHALL BE PREFABRICATED.
<br />10' C -C
<br />:
<br />3'
<br />CL.
<br />B L9'IING BARS TO BE CAST W IF REWIRED AND WT OFF AFTgH INSTAWTW OF BOX
<br />B. E NS REW RED FDN TANK UNLOADING AT JOB SITE PRIOR TO
<br />0 JOIN
<br />PRIM
<br />PLACEMENT. AIID AONN KTFLi PLACDAFNT BUT PRIM i0 Co- INSTALLATW.
<br />PLACE NT. AND AGAIN
<br />ALLOWED
<br />10. EI 111 SHOWN HEREON ARE PER N.G.MD. (NATIWA CEODEDC V4tTCAL DATUM. 19281
<br />Il. i p OY£) 1 -1 /2' MAX OPENING SHALL BE -ED TO THE TOP OF THE WELL CASINO
<br />'OM AT N
<br />GENERAL NOTES:
<br />1. THE DRAINAGE WELL CASING SHALL BE EXTENDED TO
<br />A DEPTH AT WHICH THE GROUND WATER
<br />CONTAINS NOT LESS THAN 10,000 P.P.M. TOTAL
<br />DISSOLVED SOLIDS.
<br />2. THE BOTTOM OF THE WELL SHALL EXTEND AT
<br />LEAST 10.0 FEET BELOW THE BOTTOM OF THE
<br />WELL CASING.
<br />3. EACH OF THE WELLS SHALL BE DEVELOPED TO
<br />DISCHARGE B_O.Q G.P.M. PER FOOT OF HEAD.
<br />4. TANK AND COVER SHALL BE MARKED 'STORM
<br />SEWER' PER U.S.F. No. 310A, (OR APPROVED
<br />EQUAL).
<br />5. ALL CONCRETE SHALL BE 4,000 P.S.I. AT 28 DAYS.
<br />6. ALL REINFORCING SHALL BE A.S.T.M. A -36.
<br />7. TANK STRUCTURE SHALL BE PREFABRICATED.
<br />8. LIFTING BARS TO BE CAST IN IF REQUIRED AND
<br />CUT OFF AFTER INSTALLATION OF BOX.
<br />9. ENGINEERING INSPECTIONS REQUIRED FOR TANK
<br />AFTER UNLOADING AT JOB SITE PRIOR TO
<br />PLACEMENT, AND AGAIN AFTER PLACEMENT BUT
<br />PRIOR TO COVER INSTALLATION.
<br />10. ELEVATIONS SHOWN HEREON ARE PER N.G.V.D.
<br />(NATIONAL GEODETIC VERTICAL DATUM, 1929).
<br />11. A BAR SCREEN WITH 1 -1/2' MAX. OPENING SHALL
<br />BE FITTED TO THE TOP OF THE WELL CASING.
<br />(SEE DETAIL).
<br />SELECT FILL
<br />L/ FILTER
<br />FABRIC STC
<br />1
<br />45' BEND I >r
<br />e B" i 4'$ B 7$ B" BIV. fL INV. EL PFE
<br />'xa' COTE
<br />i
<br />NV FL .10
<br />J ( 1�• _
<br />E OPENING
<br />4 2 0 P.V.C. WILET 1 INV. ELEV. SMID FILTER
<br />T PIPE OPENWO
<br />AS REWIRED
<br />ED
<br />vEe
<br />VARIES PER PLAN __ PLAN F1 M
<br />n
<br />m m
<br />)D 1 m
<br />(TOP 91AD NOT 5110WN)
<br />.. ..... ...
<br />1,000 P9 O 28 DAY3,
<br />BAY MADE 60, WW
<br />7
<br />=:
<br />AND COVER PER
<br />�iBOTTON ELEV.
<br />( +)0.63
<br />moms P FNPER A !D
<br />1. NW -WO VEN PLASTIC FILTER FABRIC PER F.D.O.T. STANDARD INDEX /199 (TYPE D -3 FOR
<br />INN. , STORM
<br />PING REO'0.
<br />BARS O
<br />O.C.EW. SJ
<br />4' ttE/JI
<br />THE DIGINEER FOR APPROVAL MIN TO ORDERING AND INSTA.UNG THE FABRIC.
<br />CK TO GRADE
<br />BY CONTRACTOR
<br />3" VENT FOR TANK
<br />N BAPS O I2' VENT.
<br />BARS O B" HOB.
<br />.:.. '•
<br />VEIIT '
<br />IM
<br />ER UNE
<br />- -
<br />_L_ _
<br />3
<br />d s
<br />SELECT FILL
<br />L/ FILTER
<br />FABRIC STC
<br />1
<br />45' BEND I >r
<br />e B" i 4'$ B 7$ B" BIV. fL INV. EL PFE
<br />'xa' COTE
<br />i
<br />NV FL .10
<br />J ( 1�• _
<br />ELEV. ( +)7.00
<br />4 2 0 P.V.C. WILET 1 INV. ELEV. SMID FILTER
<br />D
<br />( +MJo
<br />vEe
<br />VARIES PER PLAN __ PLAN F1 M
<br />n
<br />m m
<br />)D 1 m
<br />.. .:.
<br />.. ..... ...
<br />1,000 P9 O 28 DAY3,
<br />BAY MADE 60, WW
<br />7
<br />.. FOR PFRFWAIED qMP., %PE JCN15
<br />ARE TO BE BANDED, BUT NO GASKET BALLAST ROCK
<br />/S BARS O IY OgEW. NOTE 3)
<br />QUAILS k BOTTOM
<br />TYPE II CETIENT POURED MW WTWC O
<br />MESH GRADE 65
<br />BAR 6 e" D.C. MRr.
<br />x�oacm WE END
<br />�iBOTTON ELEV.
<br />( +)0.63
<br />moms P FNPER A !D
<br />1. NW -WO VEN PLASTIC FILTER FABRIC PER F.D.O.T. STANDARD INDEX /199 (TYPE D -3 FOR
<br />(N(OTES
<br />dLWMTEACEPiCi SHAD MEET 111E FLORIDA
<br />AT UM END OF FRENCH
<br />ORA➢1 TRENC�. SHOP SPECS AND A SAMPLE OFDTHE MAMIA. SHALL BE SUBMITTED TO
<br />BULDMC CODE OESIC+I CWSIRUC AND
<br />SPEgFlCATWS
<br />THE DIGINEER FOR APPROVAL MIN TO ORDERING AND INSTA.UNG THE FABRIC.
<br />-TANK TOP AT
<br />2 THE BOTTOM OF THE FXFILIRATW 1PFNC1 SHALL BE AT ELEV. f+to.e3 N.C.V.D.
<br />UNLESS OTIFAMSE SHOWN
<br />RoE 1)vig.
<br />3. AFTER THE BALLAST ROCK HAS BEEN PLACED TO THE PROPER ELEVATION IT SHALL
<br />BE CARMLLY MBRATED OR COMPACTED IN ORDER TO ALLOW FOR INITIAL SETTLEMENT
<br />THAT MAY OCWR. IF IT DOES TAKE PUCE ADDITWA, BALLAST ROC( WILL BE ADDED
<br />-I
<br />TO RESTORE THE BALLAST ROC( TO THE PROPER DZIAT W 50 THAT THE ERILTRAT ON
<br />TRENCH DAN BE COMPLETED IN ACCORDANT£ MTH THE DETAIL
<br />EACH WAY (MIN.)
<br />r
<br />TYPICAL SECTION
<br />REVISED PER CITY OF SUNNY ISLES BEACH COMMENTS
<br />OIL INTERCEPTOR and EXALTRATION TRENCH DETAIL
<br />FLORIDA CISR=C:ATE OF ATJTHORTZATTON Nt)lV[B F_- 00003653
<br />180 Noa+LCeet 168th SReet / NorLL MismE HeaoL, PEOrlda 33162
<br />N.T.S.
<br />( -)2.00 TYPICAL DETAIL #5I3AR% IG'u -L P. 1
<br />(3 CHAMBER) DRAINAGE TANK AND WELL EACH WAY (MN.)
<br />N.T.S. NOTE: ALL ELEVATIONS SHOWN ARE N.G.V.D. (NATIONAL GEODETIC VERTICAL DATUM 1929)
<br />51AB 10' THICL
<br />.
<br />INLET GRATE
<br />ca>a.
<br />ELEV. ( +)7.00
<br />D
<br />I. AND COVER MARKED
<br />vEe
<br />■smle�lwalen®t.
<br />��m
<br />FORTIN, LiRAvYS SK Fs, INC.
<br />F. N, 310113w,
<br />50340CP
<br />7 8975 CO / /inS Avenue
<br />)RU .S.F. No. 3165 (OR
<br />03/08/15
<br />O.
<br />Aw u AN )N9TMYlert
<br />P UAU
<br />-TANK TOP AT
<br />CONSULTIIVG ENGINEERS, SURVEYORS &MAPPERS
<br />RoE 1)vig.
<br />ELEV.( +)5.50 m
<br />` •
<br />-I
<br />ai Semi xor To IIe
<br />EACH WAY (MIN.)
<br />r
<br />04/01/15
<br />REVISED PER CITY OF SUNNY ISLES BEACH COMMENTS
<br />REP
<br />FLORIDA CISR=C:ATE OF ATJTHORTZATTON Nt)lV[B F_- 00003653
<br />180 Noa+LCeet 168th SReet / NorLL MismE HeaoL, PEOrlda 33162
<br />2005 -288 052528
<br />Pi01dBDOk.
<br />As ShoTVn
<br />rot. ND.
<br />( -)2.00 TYPICAL DETAIL #5I3AR% IG'u -L P. 1
<br />(3 CHAMBER) DRAINAGE TANK AND WELL EACH WAY (MN.)
<br />N.T.S. NOTE: ALL ELEVATIONS SHOWN ARE N.G.V.D. (NATIONAL GEODETIC VERTICAL DATUM 1929)
<br />51AB 10' THICL
<br />.
<br />INLET GRATE
<br />ca>a.
<br />ELEV. ( +)7.00
<br />D
<br />I. AND COVER MARKED
<br />ITORM SEWER'
<br />FORTIN, LiRAvYS SK Fs, INC.
<br />F. N, 310113w,
<br />50340CP
<br />7 8975 CO / /inS Avenue
<br />)RU .S.F. No. 3165 (OR
<br />03/08/15
<br />O.
<br />Aw u AN )N9TMYlert
<br />P UAU
<br />-TANK TOP AT
<br />CONSULTIIVG ENGINEERS, SURVEYORS &MAPPERS
<br />RoE 1)vig.
<br />ELEV.( +)5.50 m
<br />-I
<br />ai Semi xor To IIe
<br />1
<br />04/01/15
<br />REVISED PER CITY OF SUNNY ISLES BEACH COMMENTS
<br />REP
<br />FLORIDA CISR=C:ATE OF ATJTHORTZATTON Nt)lV[B F_- 00003653
<br />180 Noa+LCeet 168th SReet / NorLL MismE HeaoL, PEOrlda 33162
<br />2005 -288 052528
<br />Pi01dBDOk.
<br />As ShoTVn
<br />rot. ND.
<br />City of Sunny /s /es Beach, Miami-Dade County, Florida
<br />V-ADDITIONAL BARS) I I- 51A5 REINF. Y6 It G' CL M. WAY
<br />2-TNROUGHOUT PL. FROM W-OM
<br />TOP 5LA13
<br />Y4 BAR5 @ I -1/2' O.C.
<br />EA. WAY WELDED TO RPE
<br />Y4 CARS@ I - I /O.C.
<br />EA. WAV WELDED T TO %FE
<br />A
<br />26' 5TEEL FM
<br />Y4 B.ARS WELDED TO WELL SCREEN RIM
<br />(NOT TO WELL CA51NG) F0R5IfCURE FIT.
<br />26'STEEL %FE WELL S CREEN DETAIL
<br />GENERA. NOTES:
<br />1. TIE DR/JNAGC WOLGYINGBNNLBEIXI MTOA- ATWK-TNEGRDUNDWATD(
<br />ETC ODITOMQIHEWLL911NL =ATMA4TTOR.a00MTiRaOITdA OfTHEYALC NG.
<br />4. TNAAIDCO'VOL9IWLBBMMI®9ICaA SEVrHt'RMUS.F. IIw (Tl6ALDWr481OA-0Wr
<br />1 FROVfDfWAU
<br />6. IL Rf1x ORCExG III Bf As.T.M. I-
<br />a. ufilxG BAYS LO Bf CAST 1x 1v P£W iva Axo cuTwv A•rtR ixsixuMlx Cr BOx.
<br />10. ELEVniloxs SnOwx 1E 01 AYE 1-G.V.D. MAnWN. GEODEOC VERTICH. DATUM, 19291
<br />11. A RAR9(R[W I- 12'tAAX OYDBHG91WL BE WDDED TO TKC1fX OFTNE WII CABINo
<br />NV: ELEV.Itai:oo ID TYPICAL DETAIL
<br />N (3 CHAMBER) DRAINAGE TANK AND WELL
<br />N.T.5.
<br />No. 69249
<br />STATE OF
<br />ca>a.
<br />D
<br />l H. DRAW tYM
<br />FORIDLIPAYY,6MAINa.
<br />FORTIN, LiRAvYS SK Fs, INC.
<br />REP
<br />50340CP
<br />7 8975 CO / /inS Avenue
<br />Residences by Armani/CASA
<br />03/08/15
<br />O.
<br />Aw u AN )N9TMYlert
<br />CONSULTIIVG ENGINEERS, SURVEYORS &MAPPERS
<br />RoE 1)vig.
<br />B
<br />&
<br />ai Semi xor To IIe
<br />1
<br />04/01/15
<br />REVISED PER CITY OF SUNNY ISLES BEACH COMMENTS
<br />REP
<br />FLORIDA CISR=C:ATE OF ATJTHORTZATTON Nt)lV[B F_- 00003653
<br />180 Noa+LCeet 168th SReet / NorLL MismE HeaoL, PEOrlda 33162
<br />2005 -288 052528
<br />Pi01dBDOk.
<br />As ShoTVn
<br />rot. ND.
<br />City of Sunny /s /es Beach, Miami-Dade County, Florida
<br />CONCEPTUAL CIVIL OETA /LS
<br />Saw
<br />Tic �WF'mlon�lFr I
<br />PWII(OIW OFBANE.
<br />No
<br />DMO
<br />RaltlmDelaiptlm
<br />Phone: 305- 653 -4493 /F- 305-631 -7132 / Emeil fleWemavW.-
<br />582/4-5 SJD
<br />157005
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