DOCSLIB.ORG

Artisan Lakes Esplanade Amenity Campus (Revised)

Total Page：16

File Type：pdf, Size：1020Kb

Download full-text PDF Read full-text
Artisan Lakes Esplanade Amenity Campus (Revised) FSP / CONSTRUCTION PLANS CIVIL ENGINEERING & ARTISAN LAKES ESPLANADE LAND DEVELOPMENT CONSULTANTS WALDROP AMENITY CAMPUS (REVISED) ENGINEERING 9432 CAMDEN FIELD PARKWAY RIVERVIEW, FL 33578 PART OF SECTION 16 AND 17, TOWNSHIP 33 SOUTH, RANGE 18 EAST MANATEE COUNTY, FLORIDA P: 813-443-8282 F: 813-443-8285 EMAIL: [email protected] SHEET INDEX 1 COVER SHEET NORTH NORTH 2 GENERAL NOTES 3 AERIAL SITE PLAN 4 EXISTING CONDITIONS AND DEMOLITION PLAN PROJECT BUCKEYE ROAD 5 PHASING PLAN 6 SITE PLAN LOCATION 7 PAVING, GRADING AND DRAINAGE PLAN PROJECT 8 PAVING, GRADING AND DRAINAGE PLAN 9 WATER AND SEWER PLAN SITE I-75 10 PLAN AND PROFILE SANITARY SEWER 11 CURBING AND PAVEMENT MARKING PLAN 12 CROSS SECTIONS TAMPA BAY 13 DRAINAGE DETAILS 14 DRAINAGE DETAILS 15 MANATEE COUNTY UTILITY DETAILS S. TAMIAMI TRAIL (US 41) 16 MANATEE COUNTY UTILITY DETAILS 17 BEST MANAGEMENT PRACTICES PLAN MOCCASIN WALLOW ROAD CRAFTSMAN 18 BEST MANAGEMENT PRACTICES DETAILS PARKWAY ROAD NAME I-275 COVER SHEET I-75 US-19 MOCCASIN WALLOW ROAD 69TH STREET E. PROPERTY INFORMATION PARCEL ID # 610900489 FUTURE LAND USE MU, RES-6 FSP / CONSTRUCTION PLANS FOR: ZONING PD-MU ARTISAN LAKES ESPLANADE AMENITY CAMPUS (REVISED) TERRA CEIA BAY TAYLOR WOODROW COMMUNITIES AT ARTISAN LAKES, LLC PROJECT LOCATION MAP PROJECT SITE MAP NO SCALE NO SCALE REV01 - SUBMIT TO MANATEE COUNTY 2018-07-26 REVISED PER COUNTY COMMENTS 1 06/12/18 PLAN REVISIONS 1 PDO-98-02 / FSP-18-26 (PDMU-91-01 / FSP-06-32(R12)) ARTISAN LAKES AMENITY PHASE 2 DEVELOPED BY: REVISED FINAL SITE PLAN PLN1804-0037 NOT TO SCALE FLORIDA CERTIFICATE OF AUTHORIZATION #8636 TAYLOR WOODROW COMMUNITIES AT ARTISAN LAKES, LLC 551 N. CATTLEMEN ROAD, SUITE 200 SARASOTA, FLORIDA 34232 PHONE: (941) 371-3008 FAX (941) 554-2852 SET NUMBER: 223-22-03 SHEET : 1 T:\Projects\223-22 (Artisan Lakes) Amenity Phase 2\Drawings-Exhibits\223-22-03 Construction Plans Revision\Current Plans\223220301.dwg 7/26/2018 2:28:36 PM DEVELOPMENT DESCRIPTION GENERAL CONSTRUCTION NOTES MANATEE COUNTY NOTES OWNER : TAYLOR WOODROW COMMUNITIES AT ARTISAN LAKES, LLC 1. FOR ARTISAN LAKES ESPLANADE AMENITY CAMPUS SITE AREA IS 19.74± ACRES AND IS PART OF THE GATEWAY NORTH DRI, WHICH 1. ABANDONED SEPTIC TANKS SHALL BE PUMPED OUT, BOTTOMS RUPTURED, AND FILLED WITH CLEAN SAND OR OTHER SUITABLE PARCEL NUMBER : 610900489 IS 1,038.2 ACRES. THE PROJECT CONSISTS OF THE AMENITY CAMPUS ONLY. MATERIAL. A PERMIT IS REQUIRED FROM MANATEE COUNTY HEALTH DEPT. UNLESS WORK IS APPROVED BY COUNTY PUBLIC WORKS. ABANDONMENT PERMIT INFORMATION CAN BE OBTAINED BY CALLING 941-748-0747, X1340. CIVIL ENGINEERING & ZONING : PD-MU 2. TOPOGRAPHIC CONTOURS AND ELEVATIONS WERE COMPILED FROM FIELD INFORMATION OBTAINED BY GEOPOINT SURVEYING, INC. ALL ELEVATIONS SHOWN ARE IN NAVD 88 DATUM. ORIGINATING BENCHMARK FDOT CONTROL STATION NO. 175 84 A49 RN2 2. IF DEWATERING IS NECESSARY, THE CONTRACTOR SHALL SUBMIT A SEPARATE DEWATERING PLAN FOR REVIEW & APPROVAL BY EXISTING LAND USE : PARTIALLY DEVELOPED LAND HAVING A PUBLISHED ELEVATION OF 54.22 FT. THE CONVERSION USED IS NAVD 88 EL. OF 54.22 = NGVD 29 EL. OF 55.17 (VERTICAL EPD AND SWFWMD, PRIOR TO COMMENCEMENT OF DEWATERING ACTIVITIES. DIFFERENCE OF 0.95 FT.) 3. TWO SEPARATE INSPECTIONS BY EPD STAFF ARE REQUIRED PRIOR TO AUTHORIZATION OF CONSTRUCTION AND/OR LAND 1. PROPOSED DEVELOPMENT: AMENITY CAMPUS. 3. MANATEE COUNTY PUBLIC WORKS UTILITY STANDARDS ARE THE MINIMUM ALLOWABLE WATER AND/OR WASTEWATER CLEARING ACTIVITIES: CONSTRUCTION STANDARDS. WHERE ANY NOTE OR DETAIL ON THESE PLANS CONFLICT WITH THE MANATEE COUNTY PUBLIC 2. ALL STRUCTURES WILL BE LESS THAN 35' IN HEIGHT. LAND DEVELOPMENT CONSULTANTS WORKS UTILITY STANDARDS THE MORE STRINGENT INTERPRETATION, AS DETERMINED BY THE COUNTY INFRASTRUCTURE 4. NUISANCE, EXOTIC PLANT SPECIES REMOVAL SHALL BE COMPLETED IN ACCORDANCE WITH SECTION 701.4E OF THE LDC AND INSPECTOR, SHALL BE APPLIED. INSPECTED BY ENVIRONMENTAL PLANNING DIVISION STAFF PRIOR TO FINAL PLAT APPROVAL. 3. CONSTRUCTION WILL BE IN 2 PHASES. PHASE 1 HAS BEEN CONSTRUCTED. 4. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES AND OTHER FEATURES ARE SHOWN ACCORDING 5. PRIOR TO FINAL PLAT APPROVAL A CONSERVATION EASEMENT FOR THE AREAS DEFINED AS POST-DEVELOPMENT JURISDICTIONAL 4. CONSTRUCTION WILL BEGIN IN AUGUST 2018 AND WILL BE COMPLETED IN AUGUST 2019. TO THE BEST INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS. THE CONTRACTOR SHALL VERIFY THE WETLANDS AND WETLAND BUFFERS SHALL BE DEDICATED TO THE COUNTY IN ACCORDANCE WITH SECTION 805.2 OF THE LDC. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF ALL EXISTING UTILITIES, STRUCTURES AND OTHER FEATURES AFFECTING THIS 5. POTABLE WATER AND SANITARY SEWER SERVICE WILL BE PROVIDED BY MANATEE COUNTY PUBLIC UTILITIES. WALDROP WORK PRIOR TO CONSTRUCTION. 6. PRIOR TO FINAL PLAT ALL PERMANENT REFERENCE MONUMENTS AND LOT CORNERS SHALL BE INSTALLED. PERMANENT CONTROL POINTS SHALL BE CERTIFIED BY AN OFFICIAL AFFIDAVIT WITHIN ONE (1) YEAR OF RECORDING OR PRIOR TO THE RELEASE OF THE ENGINEERING 6. ALL NEW WASTEWATER FACILITIES LOCATED OUTSIDE OF THE PRIVATE ROAD RIGHT-OF-WAY, SHALL BE PRIVATELY OWNED AND 5. THE CONTRACTOR SHALL CHECK PLANS FOR CONFLICTS AND DISCREPANCIES PRIOR TO CONSTRUCTION. THE CONTRACTOR IMPROVEMENT BOND.. MAINTAINED. SHALL NOTIFY THE OWNER'S ENGINEER OF ANY CONFLICT BEFORE PERFORMING ANY WORK IN THE AFFECTED AREA. 7. ALL CHEMICALS IDENTIFIED IN THE HAZARDOUS MATERIAL ASSESSMENT SHALL BE REMOVED AND PROPERLY DISPOSED OF PRIOR 7. THE WATER DISTRIBUTION AND SANITARY SEWER COLLECTION SYSTEM CONSTRUCTION SHALL BE IN ACCORDANCE WITH MANATEE 6. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING FACILITIES, ABOVE OR BELOW GROUND, THAT TO COMMENCEMENT OF CONSTRUCTION. COUNTY STANDARDS. MAY OCCUR AS A RESULT OF THE WORK PERFORMED BY THE CONTRACTOR CALLED FOR IN THIS CONTRACT. 8. UNDERGROUND/ABOVEGROUND POLLUTANT STORAGE TANK REMOVAL MUST CONFORM TO THE REQUIREMENTS OF CHAPTERS 8. SOLID WASTE DISPOSAL SHALL BE VIA ON-SITE DUMPSTER HANDLED BY WASTE MANAGEMENT OF MANATEE COUNTY. 7. ALL SPECIFICATIONS AND DOCUMENTS REFERRED TO SHALL BE OF LATEST REVISION UNLESS SPECIFIED OTHERWISE. 62-761, FLORIDA ADMINISTRATIVE CODE. 9. PROPOSED FINISHED FLOOR ELEVATION PER PLAN. 8. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS ON ALL PRECAST AND MANUFACTURED ITEMS TO THE OWNER'S ENGINEER FOR 9. A NOTICE TO BUYER SHALL BE INCLUDED IN THE DECLARATION OF COVENANTS AND RESTRICTIONS, AND IN A SEPARATE APPROVAL. FAILURE TO OBTAIN APPROVAL BEFORE INSTALLATION MAY RESULT IN REMOVAL AND REPLACEMENT AT ADDENDUM TO THE SALES CONTRACT AND SHALL INCLUDE LANGUAGE INFORMING THE HOME BUYERS OF CONSERVATION 10. THE FOLLOWING PERTAINS TO SEDIMENT AND EROSION CONTROL/BEST MANAGEMENT PRACTICES (BMP'S) AND SHALL BE ADHERED 9432 CAMDEN FIELD PARKWAY RIVERVIEW, FL 33578 CONTRACTOR'S EXPENSE. EASEMENTS. THE CONSERVATION EASEMENT LANGUAGE SHALL BE IN THESE DOCUMENTS AND SHALL BE PROVIDED TO EPD FOR TO ACCORDINGLY. SAID MEASURES AND PRACTICES SHALL BE IMPLEMENTED DURING CONSTRUCTION BY THE CONTRACTOR. SITE REVIEW PRIOR TO FINAL PLAT APPROVAL. SPECIFIC MEASURES SHALL PREVENT SEDIMENT AND OTHER DELETERIOUS SUBSTANCES FROM ENTERING UTILITY AND 9. AT LEAST (3) WORKING DAYS PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND APPROPRIATE STORMWATER DRAINAGE SYSTEMS INCLUDING BUT NOT LIMITED TO DITCHES, WATER BODIES, WETLANDS, AND ADJACENT AGENCIES AND SUPPLY THEM WITH THE CONTRACTOR'S NAME, STARTING DATE, PROJECTED CONSTRUCTION SCHEDULE, ALL 10. CONSTRUCTION OF SWIMMING POOLS SHALL COMPLY WITH LDC SECTION 511.16. PROPERTIES. THE EFFECTIVENESS OF THE BMP'S SHALL BE CHECKED DAILY DURING CONSTRUCTION BY THE CONTRACTOR. METHODS REQUIRED SHOP DRAWINGS AND OTHER INFORMATION AS REQUIRED. ANY WORK PERFORMED PRIOR TO NOTIFYING THE USED SHALL INCLUDE BUT NOT BE LIMITED TO SODDING OF DETENTION AREAS AND SWALES IMMEDIATELY UPON THEIR COMPLETION, ENGINEER OR WITHOUT AN AGENCY INSPECTOR PRESENT MAY BE SUBJECT TO REMOVAL AND REPLACEMENT AT THE 11. THE FENCE AND GATES FOR SWIMMING POOL SHALL COMPLY WITH LDC SECTION 511.16. P: 813-443-8282 F: 813-443-8285 EMAIL: [email protected] SILT FENCE, AND HAY BALES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SILTATION ENTERING THE STORM WATER CONTRACTOR'S EXPENSE. MANAGEMENT SYSTEM AND/OR ANY ON-SITE OR OFF- SITE DRAINAGE AREAS. 12. PUBLIC SWIMMING POOLS AND SPAS SHALL MEET THE STANDARDS IN CHAPTER 64E-9, FLORIDA ADMINISTRATIVE CODE, AND 10. THE CONTRACTOR IS TO COORDINATE THE LOCATION AND ELEVATION OF ALL PRECO, VERIZON, BRIGHT HOUSE, TECO PEOPLES REQUIRE AN ANNUAL OPERATING PERMIT FROM THE HEALTH DEPARTMENT. PRIOR TO OPENING, CONTACT (941) 748-0747, X1340 11. ALL FACILITIES CONTAINED HEREIN HAVE BEEN DESIGNED FOR HANDICAP ACCESSIBILITY IN ACCORDANCE WITH BOTH THE FLORIDA GAS, AND IRRIGATION SERVICE SLEEVES WITH AGENCY PRIOR TO CONSTRUCTION. FOR PLAN SUBMITTAL AND APPLICATION INFORMATION. ACCESSIBILITY CODE LATEST EDITION AND THE AMERICAN DISABILITY ACT STANDARDS. 11. THE CONTRACTOR IS TO ASSURE HIMSELF THAT ALL UNDERGROUND UTILITIES AND STORM SEWER IS CONSTRUCTED, TESTED 13. THE TELEPHONE FOR POOL AREA SHALL COMPLY WITH CHAPTER 64E-9 FLORIDA ADMINISTRATIVE CODE. THE LOCATION OF THE 12. THERE ARE NO WETLAND IMPACTS PROPOSED WITH THIS APPLICATION. AND OPERATIONAL PRIOR TO ANY ROADWAY CONSTRUCTION. TELEPHONE BY POOL AREA IS SHOWN. 13. ALL COMMON AREA IMPROVEMENTS WILL BE MAINTAINED BY THE HOMEOWNERS ASSOCIATION. 12. WORK PERFORMED UNDER THIS CONTRACT SHALL INTERFACE SMOOTHLY WITH OTHER WORK BEING PERFORMED ON SITE BY 14. THE MINIMUM STREET WIDTH IS FIFTY (50) FEET. ROADWAY R/W ARE LABELED “PRIVATE 50' WIDE ROADWAY, DRAINAGE AND OTHER CONTRACTORS AND UTILITY COMPANIES. IT WILL BE NECESSARY FOR THE CONTRACTOR TO COORDINATE AND SCHEDULE PUBLIC UTILITY EASEMENT”. MANATEE COUNTY PUBLIC WORKS STANDARDS HIGHWAY & TRAFFIC STANDARDS MANUAL 3.1.2.C.(1) 14. PROPERTY IS IN FLOOD ZONE "X" , AS SCALED FROM FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NUMBER 12081C0157E, HIS ACTIVITIES, WHERE NECESSARY, WITH OTHER CONTRACTORS AND UTILITY COMPANIES. EFFECTIVE 3/17/2014 . 15. THE AUTOMATIC GATE OPENERS WILL USE A MINIMUM OF TWO (2) OPENING FREQUENCIES AND SHALL PROVIDE: (1) DEDICATED TO 13.
Load more

Recommended publications
  • Storm Drain Marking
    Storm Drain Marking Part of the City of Ashland Curb to Creek Campaign A STEP -BY-STEP GUIDE FOR NEIGHBORHOOD VOLUNTEER LEADERS Ashland Parks & Recreation North Mountain Park Nature Center 620 North Mountain Avenue Ashland, OR 97520 Phone: (541) 488-6606 Fax: (541) 488-6607 Email: [email protected] 1 Table of Contents What is Storm Drain Marking …………………………………………….……. Page 3 The First Steps for Neighborhood Leaders ……………………................. Page 3 Neighborhood Registration Form .......................………………............. Page 4 Getting Ready to Mark …...................…………………………….……....... Page 5 List of Materials in Marking Kits ……………………………….…………….Page 6 How to Mark the Storm Drain ..…......…....………………………………Pages 6-9 Safety First Locate and Prepare Stomp the Pad Record Activity Telling Neighbors about Curb to Creek …………………………….…….. Page 10 The Final Steps ..………...........................................………………….…Page 11 Project Report Form …………………………….………………………......... Page 12 Adult Volunteer Consent Form……………….………………………......... Page 13 Youth Volunteer Consent Form..…………….………………………......... Page 14 2 WHAT IS STORM DRAIN MARKING ? Storm drain marking is an educational program designed to inform citizens about the hazards of dumping pollutants into storm drains. The placards remind people that storm drains flow untreated, directly into local streams and creeks. Ashland’s storm drains are NOT connected to the sewage treatment plant. By placing storm drain markers, you can take an active roll in preventing pollution in your neighborhood. Volunteers may also distribute door hangers, informing citizens about the proper disposal of chemicals that could harm wildlife and pollute waterways. Storm drain marking helps build community and mobilize grass roots environmental protection. Marking also helps educate your neighbors about the importance of watershed protection. If you are interested, you can become a neighborhood leader for your own Storm Drain Stomp event.
    [Show full text]
  • Allen County Storm Drain Marking Guide022510
    The Allen County Surveyor’s Office has established a storm drain marking program to involve and educate the community of the harms of dumping pollutants down the storm drains. The following guidelines are provided to assist individuals, groups or organizations in planning, implementing, and preparing a successful storm drain marking event and to provide information on what citizens can do to prevent or reduce pollution that enters our waterways through storm drains. What is a Storm Drain? A storm drain is a network of underground pipes designed to control flooding by transporting stormwater from urban areas to a waterbody. The storm drain marking program involves marking storm drain inlets. The following are typical examples of storm inlets. What is Storm Drain Marking? Storm drain marking is labeling a storm drain inlet with a pre-printed marker, tile, sticker, or stencil that reads “ Dump No Waste - Drains to River ”, "Drains to Stream ”, or a similar written message that specifies the waterbody to which the storm drain inlet drains. Allen County has chosen a vinyl marker that comes in circular or rectangular form that is applied to the inlet with an adhesive or tie straps depending on the type of inlet being marked. Why Should We Mark Storm Drains? • Storm drain marking informs others about the street-to-river connection. Allen County 1 Storm Drain Marking Guide Surveyor’s Office • Many people may not realize that water flowing into storm drains or any material that is dumped or washes into the storm drains is not treated before it empties into a river, stream, or pond.
    [Show full text]
  • Drainage Design Manual
    THE CITY OF SAN DIEGO Transportation & Storm Water Design Manuals Drainage Design Manual January 2017 Edition The City of San Diego | Drainage Design Manual | January 2017 Edition DRAINAGE DESIGN MANUAL THIS PAGE INTENTIONALLY LEFT BLANK FOR DOUBLE-SIDED PRINTING The City of San Diego | Drainage Design Manual | January 2017 Edition CONTENT Contents Contents ............................................................................................................................................................... i Figures ............................................................................................................................................................... vii Tables .................................................................................................................................................................. ix Equations ............................................................................................................................................................. x 1. Introduction.............................................................................................................................................. 1-1 Policies ............................................................................................................................................... 1-1 Basic Objectives ......................................................................................................................... 1-2 Exceptions to Design Standards .............................................................................................
    [Show full text]
  • City Wide Drainage Assessment Report
    City of Summit City Wide Drainage Assessment Report Dept. of Community Services Division of Engineering Revised - July 2020 Aaron Schrager, City Engineer Rick Matias, Assistant City Engineer Lori Toth, Assistant Engineer Page 1 of 37 Table of Contents INTRODUCTION 3 SUMMARY 5 CATEGORY I – DRAINAGE LOCATIONS 1. Golf Course Pond (Permitting Phase) 7 2. Salt Brook 8 3. West End Avenue Erosion 9 4. Railroad Culverts 10 5. Middle Avenue Culvert 11 6. Beekman Road Culvert 12 CATEGORY II – DRAINAGE LOCATIONS 7. Briant Parkway, Easements near Springfield Avenue intersection 14 8. Portland Road – At Dorchester Road 15 9. Tulip Street – Oakland Place to Linden Place 16 10. Kenneth Court and Crest Acre Court 17 11. Morris Avenue at Elm Street Condo Driveway 18 12. Martins Brook 19 CATEGORY III – DRAINAGE LOCATIONS 13. Huntley Road (Under Construction) 21 14. Gloucester Road (Design Complete – Awaiting Construction) 22 15. Wade Drive 23 16. Sweet Briar Road / Plymouth Road (Under Construction - Phased) 24 17. Dorset Lane Icing 25 18. Club Drive 26 19. Ox Bow Lane 27 20. Princeton Street 28 21. Division Avenue Bridge (Part of #2) 29 22. Beverly Road & Sheridan Road 30 Page 2 of 37 COMPLETED PROJECTS (Pages 31-37) 1. 236 Springfield Avenue “The Dell” (Designed Completed-work not to be completed) 2. Whittredge Road/Dogwood Drive (Completed Fall 2007) 3. New Providence Avenue (Completed 2007) 4. Sheffield Road (Completed Fall 2008) 5. Memorial Field Basketball Courts (Completed 2008) 6. 8 & 12 Sweet Briar Road (Completed – Fall 2009) 7. Springfield Avenue and Summit Avenue (Completed – Fall 2009) 8. Laurel Avenue (Completed – Fall 2009) 9.
    [Show full text]
  • How Do Storm Drains Work?
    How do Storm Drains Work? The storm drainage system helps prevent floods by diverting rainwater into nearby waterways. During rainstorms, water runs off of buildings, roads, and other hard surfaces, picking up trash and pollutants along the way. The water and pollutants flow into storm drains and through underground pipes directly into the nearest stream, pond or water reservoir. What About the Drains in My House? The drains in your house are part of a different system, the wastewater system. Dirty water from inside your home flows into underground pipes that are connected to a wastewater treatment plant. The water from your home is cleaned before it is released back into creeks and streams. Stormwater is Not Treated? That’s right! The storm drainage system carries rainwater directly to creeks, streams, ponds and reservoirs. That is why it’s important to keep trash, motor oil, pesticides, and other chemicals from entering the storm drain – everything that goes in comes out in our waterways. Polluted water is harmful to fish, wildlife, and humans. Stormwater Provides Drinking Water to Us and Others Downstream Never pour or dump anything down a storm drain Keep streets clean Dispose of trash properly Rake leaves and debris away from storm drains Apply lawn and garden chemicals sparingly and according to directions Call Wilmington’s Wastewater Treatment Plant (below) to report pollution problems All Water is Recycled The same water that existed on earth in the beginning is still here. It continually moves around, through and above our planet as water vapor, liquid, and ice. The water that comes from our faucets may have been drinking water for the first man and woman.
    [Show full text]
  • Guide to Storm Drain Marking
    GUIDE TO STORM DRAIN MARKING TOWN OF WELLESLEY, DPW ENGINEERING DIVISION November 25, 2020 Guide to Storm Drain Marking Wellesley DPW Engineering Table of Contents Introduction .................................................................................................................................................. 2 What is Nonpoint Source? ........................................................................................................................... 2 What is a Storm Drain? ................................................................................................................................ 2 Why be Concerned with What Enters a Storm Drain System? ................................................................... 3 Why Mark Storm Drains? ............................................................................................................................. 3 Labeling Storm Drains .................................................................................................................................. 3 Types of Messages........................................................................................................................................ 4 Municipalities Role ....................................................................................................................................... 5 Planning Your Marking Project .................................................................................................................... 6 Remember ...................................................................................................................................................
    [Show full text]
  • Drainage Manual
    STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION DRAINAGE MANUAL OFFICE OF DESIGN, DRAINAGE SECTION JANUARY 2017 TALLAHASSEE, FLORIDA Topic No. 625-040-002 Effective: January 2017 Drainage Manual TABLE OF CONTENTS Chapter 1 Introduction ................................................................................................ 1 1.1 Purpose ........................................................................................................... 1 1.2 Authority .......................................................................................................... 1 1.3 Scope .............................................................................................................. 1 1.4 General ........................................................................................................... 1 1.5 Documentation of Drainage Design ................................................................ 2 1.6 Appendices ..................................................................................................... 3 1.7 Distribution ...................................................................................................... 3 1.8 Procedure for Revisions and Updates ............................................................. 3 1.9 Training ........................................................................................................... 4 1.10 Forms Access ................................................................................................. 4 Chapter 2 Open Channel ...........................................................................................
    [Show full text]
  • Standard Details 400 Storm Drainage
    STANDARD DETAILS 400 STORM DRAINAGE 410 ...... Yard Drain 459 ...... Reserved 411 ...... Reserved 460 ...... Swale Biofiltration Typical Section 412 ...... Catch Basin Type 1 461 ...... Pipe Outfall Quarry Spalls 413 ...... Catch Basin Type 1L 462 ...... Pipe Outfall Gabion Type 414 ...... Catch Basin Type 2 463 ...... Pipe Outfall Mortared Quarry Spall Mat 415 ...... Drop Inlet Type 1 464 ...... French Drain Under Road 416 ...... Drop Inlet Type 2 465 ...... Pipe and Section Trash Rack 417 ...... Reserved 466 ...... Cone Trash Rack 418 ...... Reserved 467 ...... Pipe Anchors 419 ...... Reserved 468 ...... Flow Splitter Type A 420 ...... Catch Basin Installation 469 ...... Flow Splitter Type B 421 ...... Thru-Curb Inlet Frame and Grate with Vertical 470 ...... Paved Areas and Area within the Right-of-Way Curb Installation 471 ...... Unpaved Areas Outside of the Right-of-Way 422 ...... Frame and Grate (20”X24”) 472 ...... Reserved 422A .... Frame and Grate (18”X24”) 473 ...... Reserved 423 ...... Solid Cover Rectangle 474 ...... Reserved 424 ...... Vaned-Grate Rectangle 475 ...... Reserved 425 ...... Open Curb Face Frame and Grate Detail 476 ...... Reserved 426 ...... Storm Drain Locking Manhole Frame and 477 ...... Reserved Cover 478 ...... Reserved 427 ...... Frame and Cover Adjustment 479 ...... Reserved 428 ...... Reserved 480 ...... Steep Slope Sign Installation 429 ...... Reserved 481 ...... Wetland Sign Installation 430 ...... Floatable Material Separator 6” or 8” Pipe 482 ...... Stream Sign Installation 431 ...... Floatable Material Separator 12” and Larger 483 ...... Reserved 432 ...... Reserved 484 ...... Reserved 433 ...... Reserved 485 ...... Reserved 434 ...... Reserved 486 ...... Reserved 435 ...... Oil Water Separator API Vault 487 ...... Reserved 436 ...... Oil Water Separator Coalescing Plate-Sample 488 ...... Reserved 437 ...... Oil Water Separator 489 ...... Reserved 438 ...... Reserved 490 ...... Reserved 439 ...... Control Structure 54” Diameter 491 .....
    [Show full text]
  • G 600 STORM DRAIN STRUCTURES This Section Delineates the Structures Used by G 602 STRUCTURAL CRITERIA the City in Storm Drain Design
    June, 1969 TABLE OF CONTENTS STORM DRAIN STRUCTURES (G 600) SECTION NO. SUBJECT DATE G 601 Design Responsibility June, 1969 G 602 Structural Criteria " G 610 CONDUITS " G 611 Applications " G 612 Configurations " G 613 Loading ant Bedding " G 620 STANDARD STRUCTURES " G 621 Manholes " G 622 Junctions " G 623 Transitions " G 624 Catch Basins " G 630 SPECIAL STRUCTURES " G 631 Inlet Structures " G 631.1 Geometric Design " G 632 Outlet Structures " G 632.1 Geometric Design " G 633 Energy Dissipator " G 634 Debris Basins " G 635 Subdrains " G 636 Flapgates " G 637 Street Culverts " G 638 Outlet Chambers " G 639 Small Curb Outlets " G 640 APPURTENANT CONSTRUCTION " G 641 Supports, Relocations, and Removals " G 642 Concrete Blankets and Encasements " G 643 Anchor Blocks and Thrust Blocks " G 644 Concrete Collars and Seals " G 645 Debris Barriers " G 646 Protection Barriers " G 647 Fences and Gates " G 648 Access Roads " G 649 Resurfacing and Remodeling " June. 1969 LIST OF FIGURES NUMBER TITLE DATE G 602 Depth-Load Relationship June, 1969 G 612 Conveyance Factor--R.C. Pipe or Box " G 612A Hydraulic Properties-C.M. Pipe Flowing Full " G 612B Hydraulic Properties for Horseshoe Arch " G 613 D-Load for Case I Bedding of R C Pipe " G 613A Gage Requirements for C.M. Pipe " G 613B Pipes Under Railroad Tracks " G 621 Summary of Manhole and Junction Structures " G 622 Geometric Layout of Junctions " G 623 Summary of Transition Structures " G 623A Geometric Design of High Velocity Expansions " G 623B Geometric Design of High Velocity Contractions " G
    [Show full text]
  • Guide to Storm Drain Marking Preventing Water Pollution in Your Community
    LAKE COUNTY STORMWATER MANAGEMENT COMMISSION Guide to Storm Drain Marking Preventing Water Pollution in Your Community Contents Introduction This manual is a how-to guide for municipalities Introduction............................................................1 interested in starting a Storm Drain Marking Program to What is Nonpoint Source Pollution?......................1 What Nonpoint Source Pollutants..........................1 reduce nonpoint source pollution. Programs have been What is a Storm Drain?..........................................1 instituted across the country and this guide is a reflection of Marking and IEPA’s NPDES II Program...............1 those programs and how-to guides. Why Be Concerned with What Enters a Storm The guide covers mainly two methods for marking storm Drain......................................................................2 drain inlets. The Lake County Stormwater Management Why Mark Drains?................................................2 Commission (SMC) does not endorse one marking Types of Labeling..................................................2 Marking Options approach over another, and the guide does not represent a Types of Messages.................................................3 complete catalog of marking products. Its purpose is to give Placement of Message...........................................3 your municipality, and groups such as schools and civic The Municipality’s Role........................................3 groups, the tools to launch a successful citizen-education
    [Show full text]
  • Stormwater Drainage Design Overview
    SECTION 4.1 STORMWATER DRAINAGE DESIGN OVERVIEW 4.1.1 Stormwater Drainage System Design 4.1.1.1 Introduction Stormwater drainage design is an integral component of both site and overall stormwater management design. Good drainage design must strive to maintain compatibility and minimize interference with existing drainage patterns; control flooding of property, structures and roadways for design flood events; and minimize potential environmental impacts on stormwater runoff. Stormwater collection systems must be designed to provide adequate surface drainage while at the same time meeting other stormwater management goals such as water quality, streambank channel protection, habitat protection and groundwater recharge. 4.1.1.2 Drainage System Components In every location there are two stormwater drainage systems, the minor system and the major system. Three considerations largely shape the design of these systems: flooding, public safety and water quality. The minor drainage system is designed to remove stormwater from areas such as streets and sidewalks for public safety reasons. The minor drainage system consists of inlets, street and roadway gutters, roadside ditches, small channels and swales, and small underground pipe systems which collect stormwater runoff and transport it to structural control facilities, pervious areas and/or the major drainage system (i.e., natural waterways, large man-made conduits, and large water impoundments). Paths taken by runoff from very large storms are called major systems. The major system (designed for the less frequent storm up to the 100-yr level) consists of natural waterways, large man-made conduits, and large water impoundments. In addition, the major system includes some less obvious drainageways such as overload relief swales and infrequent temporary ponding areas.
    [Show full text]
  • MDOT Drainage Manual Road Storm Drainage Systems 7-3
    CHAPTER 7 ROAD STORM DRAINAGE SYSTEMS Note: All questions and comments should be directed to the Hydraulics Unit Supervisor, Environmental Services Section. Revised November 2015 Road Storm Drainage Systems 7-2 Chapter Table of Contents 7.1 Introduction/Purpose 7-6 7.2 Definitions 7-7 7.3 Policy and Design Criteria 7-10 7.3.1 Introduction 7-10 7.3.2 Storm Sewers 7-10 7.3.3 Bridge Decks 7-11 7.3.4 Curbs, Inlets, and Flumes 7-11 7.3.5 Detention Storage 7-11 7.3.6 Gutter Flow 7-11 7.3.7 Hydrology 7-12 7.3.8 Drainage Structures and Manholes 7-12 7.3.9 Locating Storm Sewers, Manholes, and Inlets 7-12 7.3.10 Roadside and Median Ditches 7-13 7.3.11 System Planning 7-13 7.4 Design Guidance and Procedure 7-14 7.4.1 Roadways with Enclosed Drainage 7-14 7.4.2 Depressed Roadways 7-14 7.4.3 Pavement and Bridge Deck Drainage 7-14 7.4.3.1 Cross Slope 7-14 7.4.3.2 Roadside and Median Channels 7-15 7.4.3.3 Medians/Barriers 7-15 7.4.3.4 Selection of Design Storm Frequency and Spread 7-15 7.4.3.5 Curb and Gutter 7-16 7.4.3.6 Gutter Flow Calculations 7-17 7.4.3.6.1 Introduction 7-17 7.4.3.6.2 Manning’s n for Pavements 7-17 7.4.3.6.3 Uniform Cross Slope Procedure 7-18 7.4.3.6.4 Composite Gutter Sections Procedure 7-18 7.4.3.6.5 V-Type Gutter Sections Procedure 7-24 MDOT Drainage Manual Road Storm Drainage Systems 7-3 7.4.4 Drainage Structures 7-25 7.4.4.1 Grate Inlets 7-25 7.4.4.2 Curb Opening Inlets 7-26 7.4.4.3 Combination Inlets 7-26 7.4.4.4 Slotted Drain Inlets 7-28 7.4.5 Inlet Locations 7-29 7.4.6 Inlet Spacing 7-30 7.4.6.1 General 7-30 7.4.6.2 Grate
    [Show full text]