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10-1035-013DROP INLET WITH GRATE �/ COMPACTED SOIL — 4BALES-. ❑ _ TO PREVENT PIPING ln ❑ ❑ ❑ �-` RUNOFF WATER ❑ _ WITH SEDIMENT - _- ___— i ��a� ST STAKED WITH 2 STAKED Post (Optionsl 2' x 4' dr I o 22' Min. Dia. Wood; Steel u ( � STRAW BALE 1.33 Lbs /Ft. Min.) f� 6• Max. Fitter Fabric it `, Conformance With to Sec. 985 FDOT Spec.)> i (I I ( I I I ► FILTERED ° VIII WATER 1 ao 1 I�i1 I X ELEVATI ❑N SECTI ❑N 1ti�ll �IIIII ° ° ° e e s e e e ° STAKES PER BALE BLOCK AND GRAVEL DROP SPECIFIC APPLICATI ❑N THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET DRAINS A RELATIVELY FLAT AREA (SLOPES NO GREATER THAN 5 PERCENT ) WHERE SHEET OR OVERLAND FLOWS (NOT EXCEEDING 0.5 cfs) ARE TYPICAL. THE METHOD SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS IN STREET OR HIGHWAY MEDIANS. STAKES FILTERED WATER BURLAP FABRIC RUNOFF WATER WITH SEDIMENT ^� e e e ° e BURIED BURLAP FABRIC INLET SEDIMENT FILTER SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET DRAINS A RELATIVELY FLAT AREA (SLOPES NO GREATER THAN 5 PERCENT) WHERE SHEET OR OVERLAND FLOWS (NOT EXCEEDING 0.5 cfs) ARE TYPICAL. THE METHOD SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS. SUCH AS IN STREET OR HIGHWAY MEDIANS. DROP INLET SEDIMENT FILTER 2. PLACE AND STAKE STRAW BALES. 1. EXCAVATE THE TRENCH, V LU W 4. BACKFILL AND COMPACT THE 3. WEDGE LOOSE STRAW BETWEEN EXCAVATED SOIL. BALES. ;ONSTRUCTION OF A HAY BALE BARRIER. HAY BALE BARRIER C❑NSTRUCTI ❑N DETAILS Type III or Type IV Silt Fence Principle Post Position ✓-- (Canted 20' Toward Flow) --- Fitter Fabric Siitt� Flow Type III Or Type IV Sitt Fence Protection Around Ditch Bottom Inlets. Do not deploy in a manner that silt fences will act as a dam across permanent flowing watercourses. Silt fences are to be used at upland locations and turbidity barriers used at permanent bodies of water. SILT FENCE APPLICATI ❑NS �► Silt Flow Silt Flow ♦ T ♦ T Type IV Silt Fence Type III Silt Fence Note- Spacing for Type III Fence to be in accordance with Chart I, Plate D -906 and ditch Installations at drainage structures above. SILT FENCE Sod So 0 Loose Solt Placed By Shovel And Lightly PLAN Compacted Along Upstream Edge Of Bales. Anchor Bales With 2 - 2' x 2' x Stakes Per Bale. Roll Post _T-1' Min. Recommended ELEVATI ❑N BARRIER FOR PAVED DITCH Sand dBog 5' Min 3 ; Loose Soil Placed By Shovel And Lightl I-° Loose Solt Placed By Shovel And Lightly LL Compacted Along The Upstream Edge Compacted Along The Upstream Edge Of Bales. Of Bales. PLAN PLAN Rail Post 5' 1' Min. Recommen d yp- Anchor Lower Bales With 2 - 2' x 2' x 4' Stakes Per Bale. Anchor Top Bales To Lower Bales With 2 - 2' x 2' x 4' Stakes Per Bale. ELEVATION BARRIER FOR UNPAVED DITCHES 9 FLOW Staked and Entrenced Straw Bale Binding Vlr or Twine Convected Solt to Prevent Piping Filtered Runo l Sedimont Laden Runoff 1 it �- :,�7`(.``i- I��II �'t�1I III�I{IliTil4l��► ! Illl CR ❑SS- SECTI ❑N OF A PROPERLY INSTALLED STRAW BALE 24.0` W PLAN N.T.S, NOTES: 2 " -3" COURSE AGGREGATE MIN. 8" THICK 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS - ❑F —WAY. THIS MAY REQUIRE TOP DRESSING, REPAIR AND /OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. 2, WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT — ❑F —WAY. 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSH STONE THAT DRAINS INTO APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. STABLIZED C❑NSTRUCTI ❑N ENTRANCE ARCHTEC 7: ry BERMELLO AJAMIL & PARTNERS, INC. Arc;iitecturemEngneering Planning tnterior Da.sionl- andsrape Architecture 2601 South Bayshore Drive 10th Floor Miami, Florida 33133 (305) 859 -2050 Fax (305) 860 -3700 PLANNING ARCHITECT. 3,10 WILMOT SANZ A R C H I T E C T U R E P L A N N I N G 18310 Montgomery Village Avenue Gaithersburg, Maryland 20879 301 - 590 -2900 (Fax 301- 590 -8150 STRUCTURAL ENGINEER: _� �b�l OLRRINERAN&A' ©RAMON R. DONNELL P.E., 0011¢90 �:IHLlS G.IrCNnr.L ❑PEDRO J. DUOUESNE P.E. 0022764 �� p'.1lf5TFUGNR4 ❑AIDA M. ALBAISA P.E. 0045130 s„ p 5 n L i; 493p S. 74th CT. MIAMI, FLORIDA 33155 ((305) 666 -0711 FAX 666 -5259 STATE OF FtotnDA - Auntac¢Anat Na t3oe MEP ENGINEER: P 21 Ponce de Leon Blvd., Suite 350 Carol Gables, FL 33134 Pmfesawicau 1NEgnaels phone: 305.569.1692 tax: 305.569.1693 Dallas . Houston . Nashville . Miami . Richmond Austin . Denver . Phoenix . Woshingion D.C. ccrd project number: 405112038 EBOD007658 IT CONSULTANT: GENE BURTON & ASSOCIATES 1893 Opel Goow P&n=Drivc 5840 Wcat I -20. Su1tc 150 FTm33in. Tmn s 37067 Arlington, Te 76017 Am, 615.376.3100 Phone: 817.563.2486 Far 6153763114 Far 917563.2753 M'rhstre: www.8lxincxam Medical Equipmad and Communications Pkuuw3 Ma oee arAS�' �a aeeaa A-%t JACK YOUNG, P.E. FLORIDA LICENSE #45646 PERMIT SET I REVISIONS: PROJECT NAME: SMH- CLINICAL EXPANSION FOUNDATION PACKAGE PHASE II PROJECT ADDRESS: 7400 S.W. 62nd Ave. South Miami, Florida 33143 KEY PLAN COMM. NO. 40051.100 SCALE: DATE: 07-09 -2010 DRAWN: CHECKED: nr CADD FILE: H:INSTITUTIONAL DRAWING TITLE: EROSION CONTROL DETAILS SHEET NO. � � :i :! -� � � ��'� . -.'iii � • •'i:e i � . ii! ei; �::i . ...::::..::: . _:.:. :i: 'I , �: :i. i.;.:.;.;: ;. W PLAN N.T.S, NOTES: 2 " -3" COURSE AGGREGATE MIN. 8" THICK 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS - ❑F —WAY. THIS MAY REQUIRE TOP DRESSING, REPAIR AND /OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. 2, WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT — ❑F —WAY. 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSH STONE THAT DRAINS INTO APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. STABLIZED C❑NSTRUCTI ❑N ENTRANCE ARCHTEC 7: ry BERMELLO AJAMIL & PARTNERS, INC. Arc;iitecturemEngneering Planning tnterior Da.sionl- andsrape Architecture 2601 South Bayshore Drive 10th Floor Miami, Florida 33133 (305) 859 -2050 Fax (305) 860 -3700 PLANNING ARCHITECT. 3,10 WILMOT SANZ A R C H I T E C T U R E P L A N N I N G 18310 Montgomery Village Avenue Gaithersburg, Maryland 20879 301 - 590 -2900 (Fax 301- 590 -8150 STRUCTURAL ENGINEER: _� �b�l OLRRINERAN&A' ©RAMON R. DONNELL P.E., 0011¢90 �:IHLlS G.IrCNnr.L ❑PEDRO J. DUOUESNE P.E. 0022764 �� p'.1lf5TFUGNR4 ❑AIDA M. ALBAISA P.E. 0045130 s„ p 5 n L i; 493p S. 74th CT. MIAMI, FLORIDA 33155 ((305) 666 -0711 FAX 666 -5259 STATE OF FtotnDA - Auntac¢Anat Na t3oe MEP ENGINEER: P 21 Ponce de Leon Blvd., Suite 350 Carol Gables, FL 33134 Pmfesawicau 1NEgnaels phone: 305.569.1692 tax: 305.569.1693 Dallas . Houston . Nashville . Miami . Richmond Austin . Denver . Phoenix . Woshingion D.C. ccrd project number: 405112038 EBOD007658 IT CONSULTANT: GENE BURTON & ASSOCIATES 1893 Opel Goow P&n=Drivc 5840 Wcat I -20. Su1tc 150 FTm33in. Tmn s 37067 Arlington, Te 76017 Am, 615.376.3100 Phone: 817.563.2486 Far 6153763114 Far 917563.2753 M'rhstre: www.8lxincxam Medical Equipmad and Communications Pkuuw3 Ma oee arAS�' �a aeeaa A-%t JACK YOUNG, P.E. FLORIDA LICENSE #45646 PERMIT SET I REVISIONS: PROJECT NAME: SMH- CLINICAL EXPANSION FOUNDATION PACKAGE PHASE II PROJECT ADDRESS: 7400 S.W. 62nd Ave. South Miami, Florida 33143 KEY PLAN COMM. NO. 40051.100 SCALE: DATE: 07-09 -2010 DRAWN: CHECKED: nr CADD FILE: H:INSTITUTIONAL DRAWING TITLE: EROSION CONTROL DETAILS SHEET NO.