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<br />`SELECT FILL -\
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<br />NOTE:
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<br />I. FRENCH DRAIN TO BE IN ACCORDANCE WITH
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<br />R. VARGAS
<br />LATEST REVISION MARCH 12, 1992.
<br />Q
<br />FINISHED GRADE
<br />SHRINK GROUT BALLAST ROCK oo°�
<br />ALL AROUND ITYP) ti
<br />GRADE
<br />Q
<br />FILLED AREAS.
<br />TO FRENCH
<br />SEE GRADING PLANS
<br />��
<br />PLANS
<br />ELEVATION TO ALLOW FOR INITIAL SETTLEMENT THAT
<br />BOTTOM EL • 1-) 6.00 NGVVDD
<br />MAY OCCUR. ADD ADDITIONAL BALLAST ROCK TO RESTORE
<br />�y p
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<br />`- SELECT BACKFILL�
<br />10 -t' X 1'
<br />�GALV.. STEEL OR
<br />THE DETAILS.
<br />`SELECT BACKFILL
<br />- -
<br />2'-6'
<br />OUM. HIRE MESH.
<br />OVER PIPE ENDI
<br />FRENCH DRAIN LENGTH
<br />30. ROOFING FELT
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<br />308 ROOFING FELT
<br />[SEE PLANS)
<br />SOLID PLATE ON
<br />TOP OF BAFFLE
<br />NOTE:
<br />S' -0•
<br />I. FRENCH DRAIN TO BE IN ACCORDANCE WITH
<br />N. T. S.
<br />DADE COUNTY ST HOARD DETAILS 50-1.1
<br />R. VARGAS
<br />LATEST REVISION MARCH 12, 1992.
<br />Q
<br />FINISHED GRADE
<br />FINISHED
<br />GRADE
<br />Q
<br />FILLED AREAS.
<br />TO FRENCH
<br />SEE GRADING PLANS
<br />SEE GRADING
<br />PLANS
<br />ELEVATION TO ALLOW FOR INITIAL SETTLEMENT THAT
<br />q
<br />MAY OCCUR. ADD ADDITIONAL BALLAST ROCK TO RESTORE
<br />R
<br />`- SELECT BACKFILL�
<br />10 -t' X 1'
<br />�GALV.. STEEL OR
<br />THE DETAILS.
<br />`SELECT BACKFILL
<br />- -
<br />BUT NOT GASKETED.
<br />OUM. HIRE MESH.
<br />OVER PIPE ENDI
<br />S. FOR BAFFLE DETAILS SEE THIS SHEET
<br />30. ROOFING FELT
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<br />308 ROOFING FELT
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<br />PERMFOOT INDEX NO 241
<br />PLAN
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<br />SEE NOTE i
<br />IN. COV
<br />// EL 2. 00 NE GVD
<br />(OCTOBEP HIGH
<br />I
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<br />U. S. FOUNDRY FRAME S GRATE
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<br />BAFFLE DETAIL BY CONTRACTOR
<br />CLEAR
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<br />(OVER PIPE END)
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<br />. ...........
<br />............................
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<br />PERFORATED 15' HOPE
<br />ERFORATED l5' HOPE INV EL 2.00 NGVD
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<br />RATED 15• HOPE STEEPER
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<br />NOTE 2. NGVD
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<br />(SEE NOTE 21
<br />FILTER FABRIC
<br />O_p
<br />FILTER FABRIC
<br />PLASTIC WOVEN PLASTIC
<br />e 4 BARS 0 12'
<br />D\ ��
<br />\ 4
<br />PLATE To BE WELDED
<br />ON TOP OF BAFFLE
<br />iy i
<br />FABfl IC FILTER FABRIC
<br />O. C. E. N. IN INIMUMI
<br />`BALLAST RDCK -Y
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<br />X�LLyT�
<br />I i- BALLAST ROC
<br />TO FRENCH
<br />DRAIN
<br />BOTTOM EL • 1-) 6.00 HONG
<br />• I-) 6.00 NGVG
<br />3 -g•
<br />3 0'
<br />FILTER 'X' OR APPROVED EQUAL.
<br />EXTENDED FILTER FABRIC
<br />TO BOTTOM OF TRENCH.
<br />SOLID PLATE ON
<br />TOP OF BAFFLE
<br />NOTE:
<br />LONGITUDINAL SECTION
<br />I. FRENCH DRAIN TO BE IN ACCORDANCE WITH
<br />N. T. S.
<br />DADE COUNTY ST HOARD DETAILS 50-1.1
<br />R. VARGAS
<br />LATEST REVISION MARCH 12, 1992.
<br />Q
<br />2. WOVEN PLASTIC FILTER FABRIC (AT EACH SIDE,
<br />SEE BAFFLE DETAIL
<br />TOP AND BOTTOM] SHALL BE USED IN SANDY OR
<br />Q
<br />FILLED AREAS.
<br />TO FRENCH
<br />3. WASH DOWN THE BALLAST ROCK WITH CLEAN HATER
<br />AFTER ROCK HAS BEEN PLACED TO THE PROPER
<br />ELEVATION TO ALLOW FOR INITIAL SETTLEMENT THAT
<br />> J
<br />MAY OCCUR. ADD ADDITIONAL BALLAST ROCK TO RESTORE
<br />ROCK TO THE PROPER ELEVATION IN ACCORDANCE WITH
<br />THE DETAILS.
<br />CO
<br />4. FOR PERFORATED CNP PIPE JOINT ARE TO BE BANDED.
<br />BUT NOT GASKETED.
<br />_
<br />S. FOR BAFFLE DETAILS SEE THIS SHEET
<br />SOLID PLATE ON
<br />TOP OF BAFFLE
<br />drawn
<br />N. SERRATE
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<br />L. SERRATE
<br />DIAHETEP
<br />OF'PIPE
<br />R. VARGAS
<br />prof no
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<br />date
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<br />cad ref
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<br />U. S. FOUNDRY FRAME S GRATE
<br />BRICK TO GRADE
<br />No. 4165 FOR CATCH BASINS
<br />BAFFLE DETAIL BY CONTRACTOR
<br />MAX. TWO COURSES
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<br />PLATE To BE WELDED
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<br />O. C. E. N. IN INIMUMI
<br />date
<br />X�LLyT�
<br />/Issue
<br />TO FRENCH
<br />DRAIN
<br />T FRENCH DRAIN
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<br />BRACKET DETAIL SEE PLANSTION-/
<br />BAFFLES FOR
<br />POLLUTION
<br />NOTES FOR P.R. CATCH BASIN
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<br />I) SKIMMER FOR FRENCH DRAIN
<br />SABINOTE.I
<br />OUTLETS PER FOOT INEX NO 241
<br />21 ly2' GALVANIZED LAG BOLT IN LEAD SHIELD (TYP.)
<br />31 WELD On 2 -1y2' THRU BOLTS (S.S.).
<br />41 GRATING SHALL BE OFFSET IF STRUCTURE IS USED
<br />AS OVERFLOW,
<br />51
<br />TWO BAFFLESB
<br />ONE BAFFLE (42'X42'1• 154''X5A'IA SQUARE
<br />POLLUTION RETARDANT CATCH BASING DETAIL
<br />N. T. S.
<br />ALTERNATE CROSS- SECTION DETAIL TRANSVERSE SECTION DETAIL
<br />FOR SANDY SOIL CONDITION N. T. S.
<br />N. T. S.
<br />( x NOTE:
<br />SAND BED TO BE USED ONLY ON FRENCH
<br />DRAIN FOR THE GARAGE AND PLANTERS
<br />DRAINAGE NOTES:
<br />I. These plans 1.111 peon pr9P. d With the beat Information -liable
<br />t1 the Engl near.. Contractor nest verify all a %I Sting
<br />Untler 111"1114" t....... O...r t. be InRing of nstruGtl. n. If any
<br />91an'e1, '. qu l r ad. pEngineeredust be notified Im'adia10I y. revl-
<br />2. It Is th0r spmnsl blllty of the Contactor to protect all e,,1 st lny
<br />Improvene ntb OVr.ing con a',uctlen. If any pa wage occurs as a result
<br />of the cc hat rue on activItl es. Contractor shall restart such
<br />Improvements as tlnyewe,. 1I.r't. O.gIRnImgh of l construction�tural
<br />3. All elevations refer to Natlenal G,odetle Vertical Datum IN.G.V.0. I.
<br />1929.
<br />4, Datle County Flood Crlterla for tm.. protect I9 5.00 ( N. G. V. 0.1
<br />S. October High Water Elevation Is 2. d0 fN. G.: V. U. 1.
<br />6. All e. proposed elevations are to edge of pavement or driveway tenter
<br />n y p
<br />7 minlnubpinvertl.Ievd tlantof 2150 (1N!G. VaDt)• IUnlee9rot herxl9alnoteola
<br />B. French Groh bottom e1,,atl," 51,11 be 1-1 6.1OI1.G.1,0.1.
<br />9. The folloxl ng items Shall be constructed In c ,,dance With
<br />Nenualfe rencea deta111 from the Oa de County Pub 11, Works
<br />bF,VN Drd10 .......................5.0.1.1
<br />. Catch Basin Gain' .........5.0.2.6
<br />c. Catch Basin Frane and Grate........ S. 0.2.3
<br />d. 2' Valley GUtt Br....' ............... R. 14.6
<br />e
<br />P-6 Inlet ........................ SO 3.4
<br />f: Swale Inlet ........................ 60 3.1
<br />10. Contractor must observe ¢Xtr... care to prevent 1eb, le, al Its
<br />and final fro, onter)n9 Fronc1 Oral n. Inlet Grates Small
<br />reoaln covered With flher tamrlc du r InB conetructlon until
<br />the system Is ready to enter In opera tlon.-
<br />11. Contractor to ... lfy 9011 conditions at site. If muck Is
<br />encounter d. 98pTtra.t.,yahall demuck area and f111 to grade
<br />.f tg 12. All areas not paved must,be added d.
<br />13. AAlI Work to be done In accordance with Miami -Dade County and City
<br />of Sunny Isles Public Works Standard Gatalla and SppclflC2tlona.
<br />14. A11 tapo9nlpFnrtlna Learey Bk fees a".ndl d an Sket.hes of Survey
<br />ore Pare y y, y Surveyors,
<br />l5. PIp. re Ulrl,Intel
<br />French o,aln 01 pas shall .be ADS Cbrrugatotl Pelyethy 1811 IPerforatedl.
<br />All other pipe' 'hall be ADS N• I2 Polyethylene Nan - Perforated. far
<br />approve) equal).:
<br />16. Contractor snail provide a Paving, and flralange 'AS-BUILT PLAN'
<br />ofrtifled by Professional Magi ste,.d Ldntl Surveyor In the State
<br />Florida reflecting 11 th1 features of the By Ha ter S.....
<br />and should tnel.d0, t9ting pavement and aHe I,a ar9a grades. C.tell bash
<br />'in and Invert el evat Ions, french.d" n length and bottom elevation, etc.
<br />17. a. Dra mage trenches be be ZURN Z -882 12' Perna - Trench as per ZUAN -FLO -THRU.
<br />DRAIN COMPANY. (80131 754 -7148 or approve equal.
<br />b. Trench drains shall be capable of conveying a minimum flax of 1,709 one
<br />at the last down stream sect) en.
<br />c. Contractor nail submit shop draxln9 411 d,cu...1.1lon'far rsvlew a1tl
<br />Spproval prior to ortlar Ina, na shall strictly follow the manufaeter e's
<br />p.clflcdtlon9 ant Installation Inst,uctla Ra.
<br />d. Cant ..ter to. 1n,tall Class E Grates Type Z- 882 -NP, hall proof. oaPable
<br />of supporting N -20 Imatll ng.
<br />I8. contractor tbef olb•Algr 'hop tg ....BBe for Sld8walk Inlets and piping connection
<br />19. Contractor shall prevlde an Erosion Control Fence around t1e entire pe,lmete
<br />Of MB pro)Sot .19 per F00T Standard Ind.% N0. 102. Ero.'on control lance
<br />shall bB operat tonal during the entire period of construction.
<br />20.' OR -Site Sto,m Dralnage Hells could brae U, as m.a.s .f al spo'.I of
<br />dexaterl ng during IonetrUCt Ion. Contractor 19 rea gnelCle for preparing
<br />Oellatering Plane and obtaining all necessary permit 9. Contractor shell
<br />FOR SITE PLAN APPROVAL ONLY be re............ pr'1"b.g settling tank' nd /mr any other metnpd to
<br />Insure that the Water t. 08 d1.Cha19. Into the xel 1. meets the Water
<br />- ,,allty stand- f the p,rmllllnq genGles.
<br />NOT TO BE USED FOR CONSTRUCTION Contract., shall to each Hall after Gas of d""oring operatl,ns
<br />- . bd If the Rulretl discharge rates are et Ll".1ne d• Contractor. hall
<br />e resp.nalble for re- developing the Hells and providing Information on
<br />-- Me Wall discharges to the Engineer.
<br />STORM DRAINAGE DETAILS
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<br />designed : L. SERRATE
<br />drawn
<br />N. SERRATE
<br />checked
<br />L. SERRATE
<br />approved
<br />R. VARGAS
<br />prof no
<br />12014 -01
<br />scale
<br />AS SHOWN
<br />date
<br />JULY 31, 2012
<br />cad ref
<br />12014 -16
<br />RODOLFO J. VARGAS
<br />PE • 35646
<br />drawing
<br />C -6
<br />
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