4220 search results for drainage
sp5800000
without the Engineer’s written approval. 580-3.3 Soil Drainage: All planting holes and beds must drain sufficiently prior to installing any plants. Immediately notify the Engineer of drainage
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/workbook/sp5800000.pdf?sfvrsn=af2309ef_4SP5800000
without the Engineer’s written approval. 580-3.3 Soil Drainage: All planting holes and beds must drain sufficiently prior to installing any plants. Immediately notify the Engineer of drainage
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/workbook/sp5800000.pdf?sfvrsn=7de1bbd4_0SP5800000FA
materials from the Contract Documents without the Engineer’s written approval. 580-3.3 Soil Drainage, notify the Engineer of drainage or percolation problems before plant installation. 580-3.4 Planting
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/workbook/sp5800000fa.pdf?sfvrsn=254b581c_01020200-122FHWA
asphalt pavement (RAP) material, and having stability and drainage properties that will provide, , and having stability and drainage properties that will provide a firm surface under wet conditions
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/fhwa/1020200-122fhwa.pdf?sfvrsn=d4b52d99_21050404-MM63V2.FHWA
, Precast Concrete Drainage Structures and Box Culverts. These revisions were proposed by the State, /URLinSpecs/Section62V2.shtm. Producers of Precast Concrete Drainage Structures shall meet the requirements
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/fhwa/1050404-mm63v2.fhwa.pdf?sfvrsn=ec9f5733_01050404-MM6.3VII.FHWA
, Volume II, Precast Concrete Drainage Structures and Box Culverts. These revisions were proposed, /Implemented/URLinSpecs/Section62V2.shtm. Producers of Precast Concrete Drainage Structures shall meet
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/fhwa/1050404-mm6.3vii.fhwa.pdf?sfvrsn=909ce9e8_04250607.resp
4250607 INLETS, MANHOLES, AND JUNCTION BOXES COMMENTS FROM INTERNAL/INDUSTRY REVIEW Missy Hollis 414-4182 melissa.hollis@dot.state.fl.us Comments: (11-2-17) I’m questioning the Standard Plans reference 125-001 at the end of the proposed spec change. 125-001 should be applicable to Utility Structures, while 425-001 should be for the drainage structures. Should the last sentence clarify, in accordance with the Standard Plans, Index 425-001 for drainage structures or Index 125-001
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/comments-responses/4250607.resp.pdf?sfvrsn=655baea3_09850200.origind
Selection In-situ Soil Types or Drainage Application % passing a No. 200 Sieve* Class for Type D1, D2, D3, Backfillf *as per AASHTO T88. 9850200 All Jobs Table 1.1 Drainage Geotextiles Test Methods, = 0.212 9850200 All Jobs Table 1.2 Test Methods and Requirements for Drainage Geotextiles Types, Transportation Institute or an independent testing laboratory approved by the State Drainage Engineer, is deleted and the following substituted: 985-4.1.1 Drainage: Select geotextile materials
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/review/internal/9850200.origind.pdf?sfvrsn=3436bab8_0D4490000.do
) PAGE462.ThefollowingnewSectionisaddedafterSection446: SECTION449 PRECASTCONCRETE DRAINAGE PRODUCTS 449-1 Description. Obtainprecast drainage products from a qualified precast concrete drainage products plant. Precast concrete drainage products hereinafter called products, may include, of the Contract Documents. Aprecast concrete drainage products plant, hereinafter called plant, of Section 6.2 of Materials Manual. Obtainprecast drainage structures from a plant that is currently
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d4490000.docc421536f7894ce38e33d850a1ad8781.pdf?sfvrsn=cae55826_0D4490000.do
) PAGE462.ThefollowingnewSectionisaddedafterSection446: SECTION449 PRECASTCONCRETE DRAINAGE PRODUCTS 449-1 Description. Obtainprecast drainage products from a qualified precast concrete drainage products plant. Precast concrete drainage products hereinafter called products, may include, of the Contract Documents. Aprecast concrete drainage products plant, hereinafter called plant, of Section 6.2 of Materials Manual. Obtainprecast drainage structures from a plant that is currently
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d4490000.do.pdf?sfvrsn=4a1ad742_0D5240000.do
524 CONCRETEDITCHANDSLOPE. (REV6-18-02)(FA7-17-02)(1-03) SECTION524(Pages655and656)isdeletedandthefollowingsubstituted: SECTION524 CONCRETEDITCHANDSLOPEPAVEMENT 524-1Description. Constructconcretepavement in the flow channel of drainage ditches and on slopes in accordance with the notes and details shown in the plans. 524-2 Materials. Concrete, Class 1, , inlets, or other drainage structures or by public utility appurtenances within the pavement area
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d5240000.do.pdf?sfvrsn=86bd45ad_01050810.origind
and dry cast concrete drainage structures, approved, Batch Plant Operator training course. For dry cast concrete pipe and dry cast drainage
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/1050810.origind.pdf?sfvrsn=8d54ebdc_05260400.FHWA
areas occupied by manholes, inlets, drainage structures or by public utility appurtenances within, by manholes, inlets, drainage structures or by public utility appurtenances within the normal areas
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/5260400.fhwa.pdf?sfvrsn=2fe4ee9a_09650200.FHWA
other than drainage. Please review and transmit your comments, if any, within two weeks. Comments, for structures other than drainage, the fabricator must maintain a certified mill analysis
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/fhwa/9650200.fhwa.pdf?sfvrsn=77720194_01200702.comm
of drainage pipes comprised of either aluminum, aluminized steel or galvanized steel within certain, in base or embankment applications in low lying or wet areas and in the vicinity of storm-water drainage
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in drainage design details throughout the State. Summary of the changes: Incorporation of standard plan, Ritchie to incorporate standard plan notes found in drainage design details throughout the State
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/internal/9480107.origind.pdf?sfvrsn=8af02db_09480107.FHWA2
Builders' Assoc. StateConstructionEngineer 9480107.D01 All Jobs OPTIONAL DRAINAGE PRODUTS, DRAINAGE PRODUTS AND LINER REPAIR SYSTEMS. (REV 6-20-14) SUBARTICLE 948-1.7 is deleted
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/fhwa/9480107.fhwa2.pdf?sfvrsn=b38a9397_04100200.FHWA
Reinforcing Steel ................................................Section 415 Precast Concrete Drainage, ................................................Section 415 Precast Concrete Drainage Products
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/fhwa/4100200.fhwa.pdf?sfvrsn=bb0e3178_04300801.origind
ORIGINATION FORM Date: 05/13/2013 Originator: Amy Tootle Contact Information: Amy.Tootle@dot.state.fl.us (850) 414-4364 Specification Title: Pipe Culverts; French Drains; Precast Concrete Drainage Products Specification Section, Article, or Subarticle Number: 430-8.1.1; 443-2.1; 449-4.1 & 449-4.3 Why does the existing language need to be changed? The pipe cover height tables are being, by the Department’s Drainage Manual,Design Standards, Index No. 205 can be obtained
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curb ramps. Avoid placing pull and splice boxes in low-lying locations with poor drainage. Place pull and splice boxes a minimum of two feet above ditch bottoms or drainage features. Ensure
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/internal/6350302-723origind.pdf?sfvrsn=f5e082ff_1