4220 search results for drainage
D3520000.do
drainage, ride characteristics, and skid resistance to the pavement surface. 352-2 Equipment, shoulders unless indicated on the plans or required to promote drainage, in a manner that eliminates joint or crack faults while providing positive lateral drainage, or ramp lane as required from the mainline edge to provide positive drainage and an acceptable riding, or into gutters or other drainage facilities. In rural construction, the Contractor may disperse residue
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d3520000.do13a5822784ee427788f7c9355817ce31.pdf?sfvrsn=aeb75722_0D3520000.do
drainage, ride characteristics, and skid resistance to the pavement surface. 352-2 Equipment, shoulders unless indicated on the plans or required to promote drainage, in a manner that eliminates joint or crack faults while providing positive lateral drainage, or ramp lane as required from the mainline edge to provide positive drainage and an acceptable riding, or into gutters or other drainage facilities. In rural construction, the Contractor may disperse residue
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d3520000.do.pdf?sfvrsn=7245ba24_09480000.origind
: 352-955-6642 Specification Title: OPTIONAL DRAINAGE PRODUCTS AND LINER REPAIR SYSTEMS Specification Section, by these changes? Drainage, Construction, Maintenance Are changes needed to the PPM, Design Standards, SDG, CPAM, Specification: 9480000 Optional Drainage Products and Liner Repair Systems. In accordance, is encouraged. DS/dt Attachment 9480000 All Jobs OPTIONAL DRAINAGE PRODUCTS AND LINER REPAIR, DRAINAGE PRODUCTS AND LINER REPAIR SYSTEMS 948-1 Polyvinyl-Chloride (PVC) Pipe, or Acrylonitritle
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/internal/9480000.origind.pdf?sfvrsn=4e0dc3e8_0446830-1 Final 4P
Drainage Scope Items: The existing drainage on the north side of US 41 consists of drainage ditches and driveway side drains. The proposed sidewalk is expected to impact some of the existing drainage, , mitered end sections, and pipe for ditches to convey stormwater. Drainage Items anticipated
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26119/446830-1-final-4p.pdf?sfvrsn=fae866f8_106CommitteeMembers 2019 thru 2023_v2_Full
Engineer FDOT – Central Office James Poole, P.E. District Drainage Design Engineer FDOT – District 4, Public Works Daryl Hildoer, P.E., ENV SP Stormwater Drainage Design Section Miami-Dade Department, Department of Transportation and Public Works Liza Herrera, P.E., ENV SP Stormwater Drainage, Engineer City of Tampa Central Office Catherine (Katey) Earp, P.E. Drainage Design Engineer FDOT, – Traditional Neighborhood Development Nikesh Patel 20 – Drainage Ryan Bell This is a working
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/floridagreenbook/16th-edition/06committeemembers-2019-thru-2023_v2_full.pdf?sfvrsn=9115718b_306CommitteeMembers 2019 thru 2025_rulemaking
District Drainage Design Engineer FDOT – District 4 David Cerlanek, P.E., P.T.O.E., CPM District, Public Works Daryl Hildoer, P.E., ENV SP Stormwater Drainage Design Section Miami-Dade Department, Department of Transportation and Public Works Liza Herrera, P.E., ENV SP Stormwater Drainage Design, Engineer City of Tampa Central Office Catherine (Katey) Earp, P.E. Drainage Design Engineer, Patel 20 – Drainage Ryan Bell Draft
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/floridagreenbook/16th-edition/06committeemembers-2019-thru-2025_rulemaking.pdf?sfvrsn=afcf87d9_12026FDM906BHRS
) Location Map and Drainage Area (4) Bridge Hydraulic Data Table The BHRS is appended to the Bridge, and Drainage Area The location map is typically located in the upper right area of the sheet . When practicable, use a scale so that the entire drainage area for the proposed structure is shown. Any, the hydraulics of the proposed structure. Display the drainage area boundaries using a very heavy, of the Drainage Design Guide for additional information on long-term scour. (b) Worst-Case (
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/2026fdm906bhrs.pdf?sfvrsn=d93caee_4RTOC
Operations 425-060 Back of Sidewalk Drainage 120-001 Embankment Utilization 425-061 Closed Flume, Adjustments thru Existing Pavement 425-080 Utility Conflicts thru Drainage Structures 141-T01, - End Treatments Concrete Barriers, Traffic Railings, and Parapets 430-001 Miscellaneous Drainage, for Endwalls 521-620 Concrete Barrier/Raised Sidewalk - Wall Coping Structures - Miscellaneous Drainage 521-630 Parapet with C-I-P Sidewalk - Wall Coping 436-001 Trench Drain 521-640 Drainage Inlet
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/rtoc.pdf?sfvrsn=b0d2649d_1Richard_Nasrawy_CV_2025
) featuring bridge construction, pavement widening, drainage improvements, lighting, ITS, : Design-build DDI project including new bridges, milling and resurfacing, widening, drainage, Amount: $28.2M Description: Supervised resurfacing, widening, bridge improvements, and drainage, : 436237-1-52-01) Owner: FDOT, District 5 | Contract Amount: $1.7M Description: Roadway widening, drainage, : Intersection widening, signal upgrades, and drainage improvements. Role: Senior Project Engineer
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/constadm/drb/resume/richard_nasrawy_cv_2025.pdf?sfvrsn=f43c28aa_12026FDM906BHRS
) Location Map and Drainage Area (4) Bridge Hydraulic Data Table The BHRS is appended to the Bridge, and Drainage Area The location map is typically located in the upper right area of the sheet . When practicable, use a scale so that the entire drainage area for the proposed structure is shown. Any, the hydraulics of the proposed structure. Display the drainage area boundaries using a very heavy, of the Drainage Design Guide for additional information on long-term scour. (b) Worst-Case (
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/2026fdm906bhrs.pdf?sfvrsn=8327efed_3436676-1_Draft LHR Longboat Key PD
. The project’s drainage design will follow Florida Department of Transportation (FDOT), Southwest, is evaluating the no-build and build alternatives. EXISTING DRAINAGE CONDITIONS This project is located, . There are no existing cross drains per the FDOT Straight Line Diagram (SLD). PROPOSED DRAINAGE CONDITIONS The existing drainage patterns will be maintained. Scuppers will not be utilized in the Build Alternative. Bridge runoff will be collected with a deck drainage system and at the bridge
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26113/436676-1_draft-lhr-longboat-key-pd.pdf?sfvrsn=ec678e5d_12025FDMPart9NexGenPlans
appropriate (e.g., for Drainage Maps, supplemental site maps, bridge repair plans). 900.2 Labeling, to 3 decimal places. • Flow Line Elevations - in feet to 2 decimal places. • Drainage Structure, . (6) Document off-site and pavement drainage constraints such as base clearance water elevations, -Profile, Stormwater Facility Plan, Drainage Sheets, Mitigation Plan) should be at a permit-ready level, Drainage Map P P C F Typical Sections P C C F Model Management C C C F Project Control P C C F
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/2025fdmpart9nexgenplans.pdf?sfvrsn=20f5e48e_62023 EQ Report Examples
of Drainage 21 Summary of Utility Adjustments 22 Summary of Miscellaneous Drainage Items 23 Summary, heading. 20. Summary of Drainage 430: Drainage Return to Summary Table List This table is intended for use with Drainage items and Mitered End Sections. This table replaces previous Summary of Side, of Performance Turf. For miscellaneous drainage work, the Summary of Miscellaneous Drainage Items may, this Summary Table for utility component plans. 22. Summary of Miscellaneous Drainage Items 430
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/fpc/publications/boe/2023-eq-report-examples.pdf?sfvrsn=e7c806f6_12024 EQ Report Examples
Culverts 20 Summary of Drainage 21 Summary of Utility Adjustments 22 Summary of Miscellaneous Drainage Items 23 Summary of Railing 24 Summary of Curbs 25 Summary of Permanent Barriers 26 Summary, of Drainage 430: Drainage Return to Summary Table List This table is intended for use with Drainage items and Mitered End Sections. This table replaces previous Summary of Side Drain and Mitered, . For miscellaneous drainage work, the Summary of Miscellaneous Drainage Items may be used. Estimated
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/fpc/publications/boe/2024-eq-report-examples.pdf?sfvrsn=66c2d432_12025FDM910KeySignature
: (1) Key Sheet (2) Signature Sheet (3) Drainage Map (4) Typical Sections (5) Typical Section, ) Traffic Monitoring Site (11) Special Details (12) Drainage Network Plan (13) Drainage Network Profile (14) Drainage Network Cross Sections (15) Optional Materials Tabulation (16) Drainage Special, SECTIONS 25 - 34 DRAINAGE SPECIAL DETAILS 24 OPTIONAL MATERIALS TABULATION 23 DRAINAGE NETWORK CROSS SECTIONS 22 DRAINAGE NETWORK PROFILE 20 - 21 DRAINAGE NETWORK PLAN 18 - 19 SPECIAL DETAILS 17
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/2025fdm910keysignature.pdf?sfvrsn=3a7cbc29_4521-427
for drainage slot locations and size (when required) B. Transition to 38” Concrete Barriers: See Detail “B, '-6" (Min.) 1'-6" 8'-6" (Min.) 7'-9" (Min.) (Min.) 3'-0" (Min.) 3'-0" 6" Drainage Slot ¡ Open Joint A A 12" Drainage Slot + 2" cover Slot Height ELEVATION 42" Single-Slope 36" Single-Slope 42" Single-Slope 36" Single-Slope See Note 3 Slot Spacing 12" Drainage Slot Spacing 6" Drainage (Typ.) Bars P (Typ.) Bars V S Bars (Typ.) 4. Drainage slot heights are 2" or 3". See
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/521-427.pdf?sfvrsn=ca6db7a9_1444008-4_SWPPP
H:\60800\44400845201\drainage\ZOLD_SWPPRD01.dgn aeldridge 4/10/2024 6:47:14 PM Default, : (8) DRAINAGE MAPS OR MAPS WITH APPROPRIATE CONTOURS: INCLUDED IN THE DRAINAGE DOCUMENTATION. (B) SITE MAP: SEE ROADWAY PLAN SHEETS (A) ESTIMATED DRAINAGE FLOW DIRECTION AND AVERAGE SLOPE OF DRAINAGE AREA FOR EACH OUTFALL: (7) H:\60800\44400845201\drainage\ZOLD_SWPPRD01.dgn aeldridge 4/10/2024, SHALL BE MAINTAINED TO PREVENT CLOGGING OF ROCK BEDDING WHICH MAY (2) OR DRAINAGE. SYNTHETIC
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25115/444008-4_swppp.pdf?sfvrsn=dc29ff3d_1SummaryBoxExplosionsQA
: What do you do when you only have 3 drainage structures like in a RRR? A: When you do not have a full drainage design or not enough items to need the use of a Summary of Drainage Structures sheet, you can use the Summary of Miscellaneous Drainage Items. Do NOT modify this summary box to look like a Summary of Drainage Structures sheet. Also do NOT duplicate the items shown here on a Summary of 2 Drainage Structures sheet. Q: LT = "Left Turn" vs LT. "Left" A: LT traditionally indicates Left
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/cadd/downloads/webinars/files/microstation/summaryboxexplosionsqa_a8e2bbb0-0413-41da-be26-15c3d00651ea.pdf?sfvrsn=9453699a_0521-427
for drainage slot locations and size (when required) B. Transition to 38” Concrete Barriers: See Detail, " Drainage Slot ¡ Open Joint A A 12" Drainage Slot + 2" cover Slot Height ELEVATION 42" Single-Slope 36" Single-Slope 42" Single-Slope 36" Single-Slope See Note 3 Slot Spacing 12" Drainage Slot Spacing 6" Drainage (Typ.) Bars P (Typ.) Bars V S Bars (Typ.) 4. Drainage slot heights, to maintain cover. 2. Maintain 2" minimum cover to all reinforcing. Trim P Bars over drainage slots
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/521-427.pdf?sfvrsn=3a0adb7f_1521-427
630-010. For Traffic Railings with Pedestrian/Bicycle Bullet 10. See Superstructure Plans for drainage, " (Min.) 1'-6" 8'-6" (Min.) 7'-9" (Min.) (Min.) 3'-0" (Min.) 3'-0" 6" Drainage Slot ¡ Open Joint A A 12" Drainage Slot + 2" cover Slot Height ELEVATION 42" Single-Slope 36" Single-Slope 42" Single-Slope 36" Single-Slope See Note 3 Slot Spacing 12" Drainage Slot Spacing 6" Drainage (Typ.) Bars P (Typ.) Bars V S Bars (Typ.) 4. Drainage slot heights are 2" or 3". See
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/idx/521-427.pdf?sfvrsn=82d89e99_1