|
W -1 U" PIPE LOCATION PER PLAN
<br />6" 18" 3 VENT FOR TANK ROUTED 8r "6x 6" - BACK TO GARAGE FACE TBri b
<br />F- � ''4-- - - - - --
<br />r3
<br />a0
<br />CO
<br />op
<br />M
<br />PI t LUI. ION PtH P
<br />-
<br />( +)i
<br />By:
<br />BRICK TO GRADE
<br />F- -
<br />RIM AND COVER MARKED "STORM SEWER'
<br />PLAN
<br />2
<br />08/27 /14
<br />RIM AND COVER
<br />2" THROUGHOUT CL FROM BOTTTOM
<br />MARKED "STORM SEWER"
<br />U.S.F. No. 679AZ, (OR APPROVED EQUAL)
<br />nL Tow N
<br />UPDATED SITE PLAN
<br />a
<br />U.S.F. No 310A,
<br />(OR APPROVED EQUAL) TOP SLAB
<br />EACH WAY
<br />1
<br />1
<br />#4 BARS O 12" VERi.
<br />03/20/15
<br />UPDATED SITE PLAN
<br />2' -8"
<br />- 16 BARS, 6" C -C 'r g
<br />4'-6"
<br />2'•8'
<br />,.�.
<br />J
<br />EACH WAY (MIN.) °
<br />MANHOLE RI
<br />caour
<br />SEAL SECTION TYPICAL DETAIL OF 2 CHAMBER TANK AND WELL
<br />MANHOLE RIM
<br />"J "I�
<br />N.T.S.
<br />�
<br />INV. EL
<br />12'x4" WYE
<br />�ooeee
<br />\.\
<br />1.84
<br />-
<br />I1 '
<br />12• P.V.C. OUTLET
<br />BAFFLE WALL ITH
<br />/
<br />I
<br />VARIES PER PLAN
<br />VARIES PER PINT
<br />PIPE LOCATION PER PLAN-/
<br />to
<br />2
<br />-$y / /
<br />JOINT OEfA1L
<br />3- VENT
<br />..., J;8.. --
<br />IF L_ .; �;.
<br />/Z
<br />oee000
<br />FOR TANK
<br />w
<br />_
<br />_
<br />~
<br />_
<br />op
<br />M
<br />/5 S. 1
<br />EACH WAY
<br />05 BARS O 6' O.C.E.W.-
<br />- w�
<br />CHECK VALVE.
<br />REFER TO MECHANICAL
<br />PLAN 12" INFLUEM
<br />LINE SIZE PER
<br />PLUMBING PUNS ,w
<br />IF GARAGE LOWEST F.F. ELEV. E
<br />IS AT +6.00 OR BELOW A
<br />SUMP PUMP IS REQUIRED. T`ILLI
<br />M INV. EL. m N
<br />#5 OOKED ONE•END VERT
<br />BAFFLE
<br />PI t LUI. ION PtH P
<br />-
<br />( +)i
<br />By:
<br />BRICK TO GRADE
<br />SlAB 10" THICK -� ADDITIONAL BARS LSLAB REINF. 16 0 6- C -C EA. WAY
<br />RIM AND COVER MARKED "STORM SEWER'
<br />PLAN
<br />2
<br />08/27 /14
<br />RIM AND COVER
<br />2" THROUGHOUT CL FROM BOTTTOM
<br />MARKED "STORM SEWER"
<br />U.S.F. No. 679AZ, (OR APPROVED EQUAL)
<br />nL Tow N
<br />UPDATED SITE PLAN
<br />a
<br />U.S.F. No 310A,
<br />(OR APPROVED EQUAL) TOP SLAB
<br />_______ -�
<br />s' -1n•
<br />#4 BARS O 12" VERi.
<br />03/20/15
<br />UPDATED SITE PLAN
<br />2' -8"
<br />- 16 BARS, 6" C -C 'r g
<br />4'-6"
<br />2'•8'
<br />1 w
<br />J
<br />EACH WAY (MIN.) °
<br />MANHOLE RI
<br />caour
<br />SEAL SECTION TYPICAL DETAIL OF 2 CHAMBER TANK AND WELL
<br />MANHOLE RIM
<br />"J "I�
<br />N.T.S.
<br />8" / INV. EL
<br />INV. EL
<br />12'x4" WYE
<br />�ooeee
<br />RIM ELEV. "K"
<br />1.84
<br />RIM ELEV.
<br />FINISHED GRADE
<br />12• P.V.C. OUTLET
<br />/
<br />l WA L
<br />VARIES PER PLAN
<br />VARIES PER PINT
<br />IS GO, RrFi+mRC "/ I O
<br />to
<br />2
<br />-$y / /
<br />JOINT OEfA1L
<br />3- VENT
<br />..., J;8.. --
<br />IF L_ .; �;.
<br />/Z
<br />oee000
<br />FOR TANK
<br />w
<br />_
<br />_
<br />~
<br />_
<br />_
<br />°
<br />NOTE:
<br />3'
<br />4'
<br />A g
<br />2'
<br />G.
<br />LADDER BARS SHALL BE INSTALLED IN BOXES 10' IN DEPTH OR GREATER PER (SD 4.6).
<br />"(MIN.)
<br />`�
<br />_
<br />CASINO TOP WITH
<br />EACHARW
<br />F
<br />BAR SCREEN El�"MI
<br />.(SEE NOTE i1 t)
<br />" +z.°seM
<br />TANK TOP
<br />ELEV. VARIES
<br />ELEV. ( +)6.83 Min.
<br />- SEE CHART
<br />_
<br />U
<br />t� N BAFFLE PER PERL PLLANO�
<br />w
<br />/5 S. 1
<br />EACH WAY
<br />05 BARS O 6' O.C.E.W.-
<br />- w�
<br />CHECK VALVE.
<br />REFER TO MECHANICAL
<br />PLAN 12" INFLUEM
<br />LINE SIZE PER
<br />PLUMBING PUNS ,w
<br />IF GARAGE LOWEST F.F. ELEV. E
<br />IS AT +6.00 OR BELOW A
<br />SUMP PUMP IS REQUIRED. T`ILLI
<br />M INV. EL. m N
<br />#5 OOKED ONE•END VERT
<br />BAFFLE
<br />a
<br />cl
<br />( +)i
<br />By:
<br />BRICK TO GRADE
<br />Oa/13/14
<br />TANK BOTTOM ELEV.
<br />I...:
<br />BY CONTRACTOR
<br />2
<br />08/27 /14
<br />' --
<br />3' VENT FOR TANK
<br />g SEE CHART
<br />nL Tow N
<br />UPDATED SITE PLAN
<br />a
<br />1
<br />03/03115
<br />_______ -�
<br />REP
<br />#4 BARS O 12" VERi.
<br />03/20/15
<br />UPDATED SITE PLAN
<br />_ 1 BAFEFLE
<br />N. EL
<br />- 16 BARS, 6" C -C 'r g
<br />Y4 BARS O 6' HORIZ.
<br />4' 45' BEND
<br />1 w
<br />4)2.01 WATER LINE
<br />EACH WAY (MIN.) °
<br />TYPICAL DETAIL
<br />caour
<br />SEAL SECTION TYPICAL DETAIL OF 2 CHAMBER TANK AND WELL
<br />N.T.S.
<br />8" / INV. EL
<br />INV. EL
<br />12'x4" WYE
<br />�ooeee
<br />INV.
<br />1.84
<br />+ 1.84
<br />12• P.V.C. OUTLET
<br />�ooeve
<br />VARIES PER PLAN
<br />VARIES PER PINT
<br />FOR PERFORATED C.M.P., PIPE JOINrs�
<br />#5 RAGS O 12. O.C.E.W.
<br />ARE TO BE
<br />BANDED. BUT NO GASKET
<br />7' -6'
<br />WALLS h BOTTOM
<br />POURED MONOLITHIC
<br />4.000 PSI O 28 DAYS, TYPE IT CEMENT
<br />BAR GRADE 60. WW MESH GRADE 65
<br />NOTES
<br />B� OROM E
<br />�► �iT�M E
<br />oee000
<br />©�ee000
<br />a
<br />cl
<br />( +)i
<br />By:
<br />BRICK TO GRADE
<br />Oa/13/14
<br />TANK BOTTOM ELEV.
<br />I...:
<br />BY CONTRACTOR
<br />2
<br />08/27 /14
<br />' --
<br />3' VENT FOR TANK
<br />g SEE CHART
<br />nL Tow N
<br />UPDATED SITE PLAN
<br />a
<br />1
<br />03/03115
<br />_______ -�
<br />REP
<br />#4 BARS O 12" VERi.
<br />03/20/15
<br />UPDATED SITE PLAN
<br />_ 1 BAFEFLE
<br />N. EL
<br />- 16 BARS, 6" C -C 'r g
<br />Y4 BARS O 6' HORIZ.
<br />4' 45' BEND
<br />1 w
<br />4)2.01 WATER LINE
<br />EACH WAY (MIN.) °
<br />TYPICAL DETAIL
<br />caour
<br />SEAL SECTION TYPICAL DETAIL OF 2 CHAMBER TANK AND WELL
<br />N.T.S.
<br />8" / INV. EL
<br />3" VENT FOR TANK ROUTED
<br />BACK TO GARAGE FACE
<br />4' 0 VENT
<br />n IN BAFFLE
<br />LEN
<br />111M
<br />REQUIRED PLAN
<br />(TOP SLAB NOT SHOWN)
<br />COVER PER RING AND COVER PER
<br />A), STORM (USF 310 -A), STORM
<br />REO'D. LETTERING REVD
<br />101 ( +)6.701
<br />4" CLEAN OUT
<br />( +)i
<br />By:
<br />BRICK TO GRADE
<br />Oa/13/14
<br />I I
<br />BY CONTRACTOR
<br />2
<br />08/27 /14
<br />' --
<br />3' VENT FOR TANK
<br />3
<br />09102/14
<br />UPDATED SITE PLAN
<br />a
<br />1
<br />03/03115
<br />_______ -�
<br />REP
<br />#4 BARS O 12" VERi.
<br />03/20/15
<br />UPDATED SITE PLAN
<br />_ 1 BAFEFLE
<br />N. EL
<br />3'
<br />Y4 BARS O 6' HORIZ.
<br />4' 45' BEND
<br />1 w
<br />4)2.01 WATER LINE
<br />��
<br />2 PVC
<br />8" / INV. EL
<br />INV. EL
<br />12'x4" WYE
<br />i
<br />INV.
<br />1.84
<br />+ 1.84
<br />12• P.V.C. OUTLET
<br />VARIES PER PLAN
<br />VARIES PER PINT
<br />FOR PERFORATED C.M.P., PIPE JOINrs�
<br />#5 RAGS O 12. O.C.E.W.
<br />ARE TO BE
<br />BANDED. BUT NO GASKET
<br />7' -6'
<br />WALLS h BOTTOM
<br />POURED MONOLITHIC
<br />4.000 PSI O 28 DAYS, TYPE IT CEMENT
<br />BAR GRADE 60. WW MESH GRADE 65
<br />NOTES
<br />B� OROM E
<br />�► �iT�M E
<br />NOTES: 1. PLASTIC FILTER FABRIC PER F.D.O.T. STANDARD INDEX #199 (TYPE D -3 FOR FRENCH DRAIN)
<br />(MIN. OF 750 GALLONS) CONSTRUCTION OF SHALL BE USED AT EACH SIDE AND ON TOP, AND AT EACH END OF FRENCH DRAIN TRENCH.
<br />OIL INTERCEPTOR SHALL MEET THE FLORIDA SHOP SPECS. AND A SAMPLE OF THE M4TERIAL SHALL BE SUBMITTED TO THE ENGINEER
<br />BUILDING CODE DESIGN CONSTRUCTION AND FOR APPROVAL PRIOR TO ORDERING AND INSTALLING THE FABRIC.
<br />SPECIFICATIONS. 2, THE BOTTOM OF THE EXFILTRATION TRENCH SHALL BE AT D2V. l -11.90 N.CV.D.
<br />UNLESS OTHERWISE SHOWN
<br />3. AFTER THE BALLAST ROCK HAS BEEN PLACED TO THE PROPER ELEVATION IT SHALL
<br />BE CAREFULLY VIBRATED OR COMPACTED IN OROER TO ALLOW FOR INITIAL SETTLEMENT
<br />THAT MAY OCCUR. IF IT WES TAKE PLACE, ADDITIONAL BALLAST ROCK WILL BE ADDED
<br />TO RESTORE THE BALLAST ROCK TO THE PROPER ELEVATION SO THAT THE EXFILTRAnON
<br />TRENCH CAN BE COMPLETED IN ACCORDANCE WITH THE DETAIL.
<br />TYPICAL SECTION
<br />OIL INTERCEPTOR and EXFILTRATION TRENCH DETAIL
<br />#4 BARS 0 1 -1/2" D.C.
<br />EA. WAY WELDED TO PIPE LID
<br />#4 BARS 0 1 -1/2" O.C.
<br />EA. WAY WELDED TO PIPE LID
<br />A - A
<br />26" STEEL PIPE
<br />tN4 BARS WELDED TO WELL SCREEN RIM TO WELL CASING) FOR
<br />26" STEEL PIP
<br />WELL SCREEN LID DETAIL SECURE FIT.
<br />E
<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 />DISCHARCEAN 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 M 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 />2'-11' 2' -4.
<br />m 12'
<br />I 1' 'N
<br />III(�III I�II(�III aff II 2 -3. ~ A 4. SECTION "A -A' MIN. wEmars 2)•- A G: 153 LBS.
<br />FRAME: 215 LBS.
<br />I-
<br />> 0 f-
<br />mJ SECTION "B -B"
<br />TYPICAL DETAIL 3/4' DIA CORED HOLE
<br />1 FRAME k GRATE FOR 5 /8' DIA. 5.6. PIN
<br />4700. #6223) FRAME AND HINGED GRATE (TACK WELD IN PLACE)
<br />N.T.S.
<br />s.o. -zx� �PMSR�crarrR.�
<br />mal
<br />� ARACr � G
<br />--
<br />IE
<br />oR
<br />Fr'.<
<br />Fm E
<br />8
<br />6
<br />mrm r1.�rc S 3
<br />six / "ao� i E
<br />I I xw HAx I
<br />NM LONGITUDE SECTION TRANSVERSE SECTION
<br />+ss IrYRr o -A mx ous fox c
<br />r x owJxj�srari r.aar si iw rNgTROV owloi Ffcx Fxomm rvni avrwrm x. z
<br />x r M M, Mm 1- rmremx Lawssr urcx sFr xort R A
<br />MN GWE 11 OR I MIRE LMR
<br />c� x _ sKOxw 1x wa�T: (..�MAr o<roeR, cReM,o wATIR M-) Pm PMx F
<br />L�vr ^N(ort olo'R7 _Tr x IH- vmc na -r' , r' Gx srm Da Nuu 11
<br />ALT. TRANS. SECTION
<br />NOTE:
<br />21 MAE 11 U11
<br />TYPICAL DETAIL
<br />EXFILTRATION TRENCH
<br />S 14' 5' BOLTED (GRATE 54 -R)
<br />U.S. FOUNDRY FRAME & GRATE OR APPROVED EQUAL 'II#4 BARS 0 12" C.C.E.W.
<br />GRATE N0. "515-6269
<br />FINISHED GRACE EL BOLTED (GRATE 52 -R) 4
<br />/- ( +)6.05 OR APPROVED EQUAL # BARS 0 12" C.C.E.W.
<br />�SEIELT� LL
<br />R
<br />FILTER FABRIC 6' 2Y 6'
<br />2' MIN. SEE NOTE No 1
<br />CLEAR
<br />OPENING
<br />GRAVEL WITH a• a,
<br />50Y. VOIDS CLEAR
<br />YIB -1' x 1" GALV. OPENING H
<br />STEEL OR ALUMINUM
<br />WIRE MESH (OVER
<br />END OF PIPE) N b
<br />MFJx NIGH wA1ER
<br />2' SAND FILTER [�'. (•) +?t
<br />3000 P.S.I.
<br />FILTER FABRIC 15' PFAF. PIPE u CONCRETE GROUT ALL 'R E
<br />SEE NOTE No. 1 INV. EL ( +)2.25 3000 P.S.I. 8" P.V.C. PIPE AROUND PIPE
<br />//x euusT ROOK CONCRETE "�W �CROUT ALL m �
<br />8" P.V.C. PIPE_ AROUND PIPE COMPACTED SUBGRADE
<br />BOTTOM ELEV.n 12• P.V.C. PIPE
<br />W = 3.0' ( -)190 COMPACTED SUBGRADE 8" SW BEND
<br />12" P.V.C. PIPE 12•x8" REDUCER
<br />NYLOID O DRAIN BASIN a• 98• BEND TYPICAL DETAIL
<br />(SOLID COVER) 9B' BENDS
<br />12'x8" REDUCER CONCRETE 36" TRENCH DRAIN
<br />TYPICAL DETAIL N.T.S. 3" VENT I
<br />SELECT FIL CONCRETE 24" TRENCH DRAIN -� CONCRETE SUPPORT SLAB
<br />_I PLASTIC FILTER N.T.S. W NOT REQUIRED IF STRAP
<br />FABRIC TO WALL (2 Req,ired)
<br />3 FROM DRAINAGE WELL &
<br />376 SST HARDWARE 3 OIL INTERCEPTOR
<br />GROUT CLOTH W/ COMPANION « 61s DI WAIL PIPE
<br />- - FIANCE (?
<br />15' PERF PER PLAN + 8" WALLS PER PLAN + 8" WALLS RIM AND COVER PER (U.S. F. FINISHED GRAD
<br />PIPE r TYPE " WITH COVER SERIES I o
<br />J L
<br />40'
<br />/1e 1� I•��pper�TLRVR ,. 0 "� TYPE A" LETTERING STORM ".
<br />V. ELEV a r1AF1 uM
<br />02.25 2' SAND FILTER
<br />r
<br />PVSi1C fILTE k w 1 Q" 2' 0"
<br />RICK FABRIC R4' PN o
<br />~ 1 t2'xtz-x 0 MORTAR /d BALLAST ROCK (SEE NOTE 3) ' -/' PLAN #4 BARS. 6 "C -ER FILLET STD. MANHOLE EACH WAY (MIN. E L8 "-J If sVeps NOl USetl
<br />-- -I MANHOLE TOP VENT PIPE
<br />4' OF SOLID LENGTH OF 10. 44 RARS. UNIT MAY BE PRECAST OR CAST IN PLACE \
<br />PIPE PER PLAN I EACH WAY (MIN.) I CONCRETE CONSTRUCTION. WALL THICKNESS CONCRETE ALL AROUND `FINISHED GRADE OR
<br />i 8• PER LAN B" g^ PER PLAN g' i &STEEL SAME AS USED FOR SUPPORTING..
<br />(ASPHALT PAVEMENT)
<br />UNIT WALL. ECCENTRIC CONE MAY BE USED. VALVE BOX AND LID 9'
<br />#6 BARS. YIN' P.V.C. PLUG
<br />08 BARS 6' C -C v,
<br />(ROT. ROW) 6" P.V.C. RISER
<br />E 3' MIN.
<br />ALL AROUND + P.V.C. WE
<br />CONST. I 6 "x30' P.V.C. BEND (SIZE PER PLAN)
<br />L JOINT J 8" PER PLAN 8"
<br />..... - PERMITTED - - P.V.C. ROOF GRAIN
<br />(SIZE PER PLAN)
<br />m #4 BMS, 9'C -C `o TO STORM
<br />ALTERNATE "N' EACH war (MIN) ALTERNATE "B" ALTERNATE MANHOLE TOP FROM BLDG. - - DRAIN
<br />NOTE:
<br />LADDER BARS SHALL BE INSTALLED NOTE.
<br />IN BOXES 10' IN DEPTH OR WHEN MAIN DRAIN IS LARGER THAN 8 ", APPROPRIATE
<br />TYPICAL DETAIL GREATER PER (SD 4.6). SIZE OF POLYVINYL ADAPTER JOINT SEALED SHALL BE
<br />TYPE "P" MANHOLE and RISER 05ED TYPICAL DETAIL
<br />STORM DRAIN and CLEAN -OUT
<br />N.T.S.
<br />Estates at Acqualina
<br />Sunny Isles, Florida
<br />Owner:
<br />GSF Acquisition, LLC.
<br />A Delaware Limited Liability Company
<br />Development Office
<br />17780 Collins Avenue Sunny Isles, FL
<br />33160 Telephone 305.933.8301
<br />Consultants:
<br />Architect:
<br />Cohen Freedman Encinosa & Associates
<br />8085 NW 155 Street, Miami Lakes, FL
<br />33016 305.826.3999
<br />Planners and Landscape Architect:
<br />® b12E apWOOBg4FIlO,ME110
<br />1 fIXfLM.DO�V{RLf•] \tsy91184
<br />Ia:MMb2aPbD
<br />ITx.11n . INIl6%iFAPOO6CiME . tPeW1c®ox . mwcD®ul
<br />Civil Engineer:
<br />THOMAS CHECCA, P. E.
<br />Environmental Consultant
<br />11568 NEW 73rd Manor, Parkland, FL 33076
<br />Office: 954- 344 -6664
<br />Rev:
<br />Date:
<br />Description:
<br />By:
<br />1
<br />Oa/13/14
<br />REVISED PER CITYS COMMENTS
<br />REP
<br />2
<br />08/27 /14
<br />REVISED PER CITYS COMMENTS
<br />REP
<br />3
<br />09102/14
<br />UPDATED SITE PLAN
<br />REP
<br />q
<br />03/03115
<br />UPDATED SITE PLAN
<br />REP
<br />5
<br />03/20/15
<br />UPDATED SITE PLAN
<br />REP
<br />Sheet Title:
<br />PAVING AND DRAINAGE
<br />DETAILS,
<br />Date: 06/24/2014
<br />Project #: 140081
<br />Drawn By: REP
<br />Scale: AS SHOWN
<br />DWG. No.: 3014 -029
<br />CAD #:140081 -SPa
<br />c EDSA, Ina
<br />Sheet Number:
<br />C -8
<br />THOMAS CHECCA P.E.
<br />FLA. REG. NO. 24616 (CIVIL)
<br />
|