City_of_Casselberry_Utility_Standards_ManualMarch_2019.pdf

CITY OF CASSELBERRY, FLORIDA

UTILITY STANDARDS MANUAL

STANDARD DETAILS

LIST OF APPROVED PRODUCTS

FINAL

MARCH 2019

CPH, Inc.

1117 E. Robinson Street Orlando, Florida 32801 CPH Project No. C1989

MARCH 2019 PREFACE

ENGINEERING STANDARDS MANUAL

PREFACE

OBJECTIVE

This Utility Standards Manual is a firm technical guideline for engineering material design, construction, and layout for all improvements that shall be dedicated, owned, and/or maintained by the City.

INTRODUCTION

The provisions of this Manual are established in order to effectively carry out the purposes of the City of Casselberry Unified Land Development Regulations, in the interests of public health, safety, and welfare of the citizens and inhabitants of Casselberry, Florida.

Should there be any discrepancy or conflict between the Utility Standards Manual and any applicable Codes and/or Regulations, such as the Unified Land Development Regulations (ULDR), the most stringent and restrictive specification, condition and/or directive shall apply.

If any item is not specifically addressed in this Manual, good engineering standards shall be practiced and is subject to the Public Works Director's approval.

DISCLAIMER

The City of Casselberry, in the form of this Manual, its attachments and documents referenced herein, is attempting to provide the best available information in an electronic format. It is the responsibility of the recipient to ensure that this information is the most recent, up to date, and in its entirety, as was originally provided by the City. This information is provided as a minimum design and is, without warranty or guarantee of any kind. The entire risk, as to quality, performance, and accuracy, are with the recipient. In no event, is the City of Casselberry or its Staff liable for any direct, indirect, incidental, special, consequential, punitive or other damages whatsoever (including loss of profit, loss of information, interruptions, or other pecuniary losses) arising from the use of or inability to use this data.

CITY OF CASSELBERRY

UTILITY STANDARDS MANUAL

MARCH 2019 TABLE of CONTENTS

TABLE OF CONTENTS

GENERAL

ARTICLE 1 GENERAL PROVISIONS

ARTICLE 2 DEFINITIONS

ARTICLE 3 DESIGN STANDARDS

ARTICLE 4 RIGHT-OF-WAY UTILIZATION

ARTICLE 5 SITE PREPARATION, SURFACE REMOVAL AND RESTORATION

ARTICLE 6 EXCAVATION, TRENCHING, AND BACKFILLING

ARTICLE 7 CLEARING AND GRUBBING

ARTICLE 8 EARTHWORK

ARTICLE 9 QUALITY CONTROL

ARTICLE 10 GRASSING AND MULCHING

ARTICLE 11 CHAIN LINK FENCE

ARTICLE 12 ROAD REPLACEMENT FOR UTILITY INSTALLATIONS

ARTICLE 13 UTILITY LINE INSTALLATION REQUIREMENTS

ARTICLE 14 GRAVITY SANITARY SEWERS

ARTICLE 15 SANITARY SEWER FORCE MAINS

ARTICLE 16 SANITARY SEWER PUMP STATION

ARTICLE 17 POTABLE WATER SYSTEMS

ARTICLE 18 RECLAIMED WATER SYSTEM

APPENDIX A STANDARD DETAILS

APPENDIX B LIST of APPROVED MATERIALS

DETAILED

ARTICLE 1 - GENERAL PROVISIONS

1.01 GENERAL REQUIREMENTS 1

1.02 REFERENCE MATERIALS 2

1.03 PRE-CONSTRUCTION CONFERENCE 4

1.04 UTILITY COORDINATION 4

1.05 START OF CONSTRUCTION 4

1.06 CONSTRUCTION COMPLETION 4

1.07 OFF-SITE POLLUTION PROTECTION 4

1.08 INSPECTION 5

1.09 TRANSFER OF PRIVATE OWNERSHIP 6

1.10 PROPERTY OWNERSHIPS 6

1.11 PLANS AND SPECIFICATIONS 6

ARTICLE 2 - DEFINITIONS

ARTICLE 3 - DESIGN STANDARDS

3.01 GENERAL 1

3.02 RECORD DRAWINGS 2

3.03 EASEMENTS 3

3.04 SURVEY MONUMENTS 4

3.05 STORMWATER MANAGEMENT 4

3.06 DECORATIVE ENTRANCES 4

3.07 OWNER/DEVELOPER CONTROL DURING CONSTRUCTION 4

3.08 EROSION CONTROL 5

3.09 PHASED DEVELOPMENT 7

3.10 TRAFFIC CONTROL DURING CONSTRUCTION 8

ARTICLE 4 - RIGHT-OF-WAY UTILIZATION

4.01 GENERAL 1

4.02 DEFINITIONS 1

4.03 EXCLUSIONS 1

4.04 GENERAL REGULATIONS 1

4.05 RESTORATION AND MAINTENANCE 3

4.06 UTILITY ACCOMMODATION 5

4.07 INSPECTION 7

4.08 OPERATIONAL SAFETY 7

4.09 EXISTING USES 8

ARTICLE 5 - SITE PREPARATION, SURFACE REMOVAL AND

RESTORATION

5.01 GENERAL DEVELOPMENT STANDARDS 1

5.02 CLEARING AND GRUBBING 1

5.03 EROSION CONTROL 1

5.04 DUST CONTROL 1

5.05 SURFACE REMOVAL 2

5.06 RESTORATION 2

ARTICLE 6 - EXCAVATION, TRENCHING, AND BACKFILLING

6.01 GENERAL 1

6.02 SOIL BORINGS AND SUBSURFACE INVESTIGATIONS 1

6.03 EXISTING UTILITIES 1

6.04 MATERIALS 2

6.05 SHEETING AND BRACING IN EXCAVATIONS 3

6.06 DEWATERING, DRAINAGE AND FLOTATION 4

6.07 EXCAVATION 5

6.08 BEDDING AND BACKFILL 7

6.09 COMPACTION 9

6.10 GRADING 11

6.11 MAINTENANCE 11

6.12 INSPECTION AND QUALITY ASSURANCE 11

ARTICLE 7 - CLEARING AND GRUBBING

7.01 GENERAL 1

7.02 CLEARING AND GRUBBING 1

7.03 DISPOSAL OF UNSUITABLE MATERIALS 1

ARTICLE 8 - EARTHWORK

8.01 GENERAL 1

8.02 EXCAVATION 1

8.03 UNSUITABLE MATERIAL 1

8.04 SUITABLE MATERIAL 1

8.05 DISPOSAL OF EXCESS MATERIAL 2

8.06 SHOULDERS, DITCHES, AND SLOPES 2

ARTICLE 9 - QUALITY CONTROL

9.01 GENERAL 1

9.02 INSPECTIONS AND TESTS 1

ARTICLE 10 - GRASSING AND MULCHING

10.01 GENERAL 1

10.02 MATERIALS 1

10.03 CONSTRUCTION METHODS 1

10.04 SODDING 1

10.05 CLEAN-UP 1

10.06 WATERING 1

ARTICLE 11 - CHAIN LINK FENCE

11.01 GENERAL 1

11.02 MATERIALS 1

11.03 INSTALLATION 4

11.04 ELECTRICAL GROUNDS 5

ARTICLE 12 - ROAD REPLACEMENT FOR UTILITY INSTALLATIONS

12.01 UTILITY WORK WITHIN THE ROAD ROW AND EASEMENTS 1

12.02 SUBBASE 10

12.03 BASE MATERIAL 11

12.04 PRIME AND TACK COATS FOR BASE COURSES 16

12.05 ASPHALTIC CONCRETE SURFACE COURSE 18

12.06 UNDERDRAINS 21

12.07 CURB, CURB AND GUTTER, SIDEWALKS, DRIVEWAYS, ETC 24

12.08 PAVEMENT MARKINGS 26

ARTICLE 13 - UTILITY LINE INSTALLATION REQUIREMENTS

13.01 GENERAL REQUIREMENTS 1

13.02 OPEN CUT INSTALLATION 3

13.03 HORIZONTAL DIRECTION DRILL INSTALLATION 10

13.04 JACK AND BORE INSTALLATION 19

13.05 PIPE BURSTING INSTALLATION 22

13.06 PRESSURE PIPE RESTRAINT 45

13.07 PRESSURE WET TAP CONNECTION 47

13.08 LINE STOP INSTALLATION 48

ARTICLE 14 - GRAVITY SANITARY SEWERS

14.01 GENERAL 1

14.02 DESIGN CRITERIA 2

14.03 MATERIALS 5

14.04 INSTALLATION 9

14.05 CONNECTIONS 11

14.06 TESTING 13

14.07 CCTV INSPECTION STANDARDS 17

14.08 TESTING PRIOR TO RESURFACING 20

14.09 FINAL INSPECTION 21

14.10 GREASE TRAPS, INTERCEPTORS and SEPARATORS 21

ARTICLE 15 - SANITARY SEWER FORCE MAINS

15.01 GENERAL 1

15.02 DESIGN CRITERIA 1

15.03 MATERIALS 4

15.04 VALVES 6

15.05 INSTALLATION 7

15.06 HYDROSTATIC TESTING 9

ARTICLE 16 - SANITARY SEWER PUMP STATION

16.01 GENERAL 1

16.02 LIFT STATION STANDARDS and THIS ARTICLE 2

16.03 SITE 2

16.04 BUOYANCY 2

16.05 EXCAVATION AND BACKFILL 3

16.06 GRADING 3

16.07 HANDLING 3

16.08 WET WELLS 3

16.09 PIPE, VALVES AND FITTINGS 4

16.10 PUMPS 4

16.11 MOTORS 7

16.12 SHOP PAINTING 7

16.13 TELEMETRY SYSTEMS 8

16.14 ELECTRICAL POWER AND CONTROL SYSTEM 8

16.15 LIGHTS AND ALARMS 13

16.16 ELECTRICAL GROUNDING SYSTEM 13

16.17 STANDBY POWER GENERATOR SYSTEM 14

16.18 FENCING 19

16.19 TOOLS AND SPARE PARTS 19

16.20 PUMP STATION WATER SYSTEM 20

16.21 INSPECTION AND TESTING 20

16.22 LIFT STATION SERVICES 20

16.23 REQUIRED SUBMITTALS 20

16.24 MINOR LIFTSTATION 21

16.25 PRIVATE LIFT STATIONS 22

16.26 SSNOCWTA LIFT STATIONS 23

ARTICLE 17 - POTABLE WATER SYSTEMS

17.01 GENERAL CONSIDERATIONS 1

17.02 DESIGN BASIS 2

17.03 DETAILS OF DESIGN AND CONSTRUCTION 3

17.04 WATER METERING 5

17.05 WATER SERVICES AND CONNECTIONS 6

17.06 SERVICE PIPE, STOPS, FITTINGS, AND SERVICE SADDLES 6

17.07 WATER MAIN MATERIALS 7

17.08 VALVE INSTALLATION 10

17.09 HYDROSTATIC TESTS 10

17.10 DISINFECTION OF WATER MAINS 12

17.11 FIRE HYDRANTS 15

17.12 CROSS CONNECTION CONTROL 17

ARTICLE 18 - RECLAIMED WATER SYSTEM

18.01 GENERAL CONSIDERATIONS 1

18.02 DESIGN BASIS 2

18.03 DETAILS OF DESIGN AND CONSTRUCTION 2

18.04 RECLAIM METERING 4

18.05 RECLAIM SERVICES AND CONNECTIONS 5

18.06 SERVICE PIPE, STOPS, FITTINGS, AND SERVICE SADDLES 5

18.07 RECLAIM MAIN MATERIALS 6

18.08 VALVE INSTALLATION 8

18.09 HYDROSTATIC TESTS 9

18.10 FINAL FLUSHING and TESTING 10

18.11 CROSS CONNECTION CONTROL 12

APPENDIX A – STANDARD DETAILS

FIG. 1 TYPE “B” BEDDING AND OPEN-CUT

FIG. 2 TYPE “A” BEDDING AND OPEN-CUT

FIG. 3 CONCRETE ARCH AND EASEMENT

FIG. 4 HORIZONTAL & VERTICAL SEPARATION REQUIREMENTS

FIG. 5 STORM DRAINAGE PIPE OR SANITARY SEWER MAIN CONFLICT

FIG. 6 RESTRAINED PIPE TABLE – POTABLE AND RECLAIMED WATER MAINS

AND WASTEWATER FORCE MAINS

FIG. 7 WATER MAIN THRUST COLLAR

FIG. 8 BORING AND JACKING AND CONDUIT CROSSING

FIG. 9 VALVE BOX

FIG. 10 VALVE AND VALVE BOX

FIG. 11 GATE VALVE AND BOX

FIG. 12 BUTTERFLY VALVE AND BOX

FIG. 13 PLUG VALVE AND BOX

FIG. 14 TYPICAL VALVE BOX COVER

FIG. 15 LOCATOR TAPE / TRACER WIRE INSTALLATION FOR PIPELINES

FIG. 16 PIPE IDENTIFICATION (SEWER - FORCE MAIN AND GRAVITY)

FIG. 17 PIPE IDENTIFICATION (RECLAIM WATER)

FIG. 18 PIPE IDENTIFICATION (POTABLE WATER)

FIG. 19 AIR OR COMBINATION AIR / VACUUM RELEASE VALVE IN VAULT

FIG. 20 OFFSET AIR OR COMBINATION AIR / VACUUM RELEASE VALVE

FIG. 21 AIR RELEASE VALVE ASSEMBLY

FIG. 22 AIR RELEASE VALVE ABOVE GROUND

FIG. 23 AIR RELEASE VALVE ASSEMBLY WITH ODOR CONTROL SYSTEM

FIG. 24 AIR RELEASE VALVE ASSEMBLY WITH ODOR CONTROL SYSTEM AND

ABOVE GROUND OFFSET PIPE LAYOUT

FIG. 25 STANDARD MANHOLE

FIG. 26 SHALLOW MANHOLE

FIG. 27 MANHOLE CONNECTION

FIG. 28 INSIDE DROP MANHOLE

FIG. 29 OUTSIDE DROP MANHOLE

FIG. 30 RUBBER BOOT AND PRECAST JOINT CONNECTION

FIG. 31 COVER AND GENERAL NOTES USF 117 RING AND COVER

FIG. 32 SANITARY SEWER LATERAL

FIG. 33 PUMP STATION TYPICAL SITE PLAN

FIG. 34 SUBMERSIBLE PUMP STATION - PLAN SECTION AND NOTES

FIG. 35 PUMP STATION CONTROL PANEL (480V) FRONT & PLAN VIEW

FIG. 36 PUMP STATION – PANEL, SCHEMATIC AND SITE PLAN

FIG. 37 TYPICAL LIFT STATION DETAIL FOR PUMP STATIONS OUTSIDE OF

RIGHT-OF-WAY

FIG. 38 FABRICATED STEEL TAPPING SLEEVE FOR WASTEWATER FORCEMAINS

FIG. 39 FABRICATED STEEL TAPPING SLEEVE FOR POTABLE AND RECLAIMED

WATER MAINS

FIG. 40 FIRE HYDRANT ASSEMBLY

FIG. 41 BLOW-OFF VALVE

FIG. 42 TYPICAL SERVICE LOCATION

FIG. 43 WATER SERVICE CONNECTION

FIG. 44 FIRE LINE DOUBLE CHECK OR REDUCED PRESSURE ZONE DETECTOR

ASSEMBLY

FIG. 45 DUAL DOMESTIC / FIRE WATER MASTER ASSEMBLY

FIG. 46 IRRIGATION METER AND PRESSURE VACUUM BREAKER BACKFLOW

PREVENTER

FIG. 47 IRRIGATION METER AND DOUBLE CHECK VALVE OR REDUCED

PRESSURE BACKFLOW PREVENTER

FIG. 48 TEMPORARY JUMPER CONNECTION

FIG. 49 TYPICAL RESIDENTIAL RECLAIMED WATER IRRIGATION SYSTEM

LAYOUT

FIG. 50 TYPICAL COMMERCIAL RECLAIMED WATER IRRIGATION SYSTEM

LAYOUT

FIG. 51 COMMERCIAL METER WITH REDUCED PRESSURE BACKFLOW

PREVENTER

FIG. 52 BACKFLOW VALVE INSTALLATION DIAGRAM TYPICAL POTABLE

WATER IRRIGATION SYSTEM

FIG. 53 RECLAIMED WATER IRRIGATION SIGN

FIG. 54 BOLLARD

FIG. 55 SILT FENCE TURBIDITY BARRIER

FIG. 56 TREE PROTECTION BARRICADE

FIG. 57 TEMPORARY GRAVEL CONSTRUCTION ENTRANCE

FIG. 58 CHAIN LINK FENCE

FIG. 59 GREASE TRAP

FIG. 60 PRIVATE LIFT STATION SIGN

FIG. 61 TRANSDUCER LEVEL SWITCH (PRESSURE SWITCH) & FLOATS DIAGRAM

APPENDIX B – LIST of APPROVED MATERIALS

MARCH 2019 ARTICLE 1

ARTICLE 1

GENERAL PROVISIONS

Index 1.01 GENERAL REQUIREMENTS

1.02 REFERENCE MATERIALS

1.03 PRE-CONSTRUCTION CONFERENCE

1.04 UTILITY COORDINATION

1.05 START OF CONSTRUCTION

1.06 CONSTRUCTION COMPLETION

1.07 OFF-SITE POLLUTION PROTECTION

1.08 INSPECTION

1.09 TRANSFER OF PRIVATE OWNERSHIP

1.10 PROPERTY OWNERSHIPS

1.11 PLANS AND SPECIFICATIONS

1.01 GENERAL REQUIREMENTS

A. The Standards set forth in this Manual are meant to provide minimum Standards for the design and construction of potable water, wastewater, and reclaimed water facilities which meet the following conditions:

1. Public and private facilities, to be constructed within the CITY's corporate limits or utility service area.

2. Facilities to be dedicated to the CITY for Ownership.

3. Facilities to become future additions to the CITY's utilities systems.

B. This Manual is not meant to be totally restrictive in nature; that is, it does not depict the only acceptable method of design. Rather, its purpose is to describe minimum acceptable Standards of construction and to promote uniformity. The individual requirements of the Manual shall be superseded by the requirements established for City Commission approved Planned Developments (PDs) or Planned Unit Developments (PUDs) and the City of Casselberry’s Comprehensive Plan, where applicable.

C. Should any design be submitted which varies appreciably from the Standards set herein or uses materials other than those recommended, it must be accompanied by appropriate supporting documentation or engineering studies for review and is subject to the approval of the Public Works Director or his Designee.

D. All plans submitted for review must be in conformance with all Federal, State and CITY regulations and codes. In no case shall minimum standards be less than those established by recognized governmental agencies, unless stated otherwise in these Specifications.

E. Where a certain manufacturer is specified for a particular piece of equipment, non-specified product equals may be approved by the Public Works Director or his Designee after submittal of a request in writing and accompanied by supporting documentation.

An approved List of Approved Products is attached as Appendix B as a part of this Manual to assist the Engineer and the Contractor.

F. Pre-application meetings are recommended and pre-Construction conferences are mandatory between the Owner/Developer, their Engineer, their Contractor(s), all utilities, and the CITY Staff when CITY facilities are involved.

1.02 REFERENCE MATERIALS

A. Unless otherwise stated, the most recent publications of the following organizations shall be referred to as required. Other publications may be used in the implementation of the Standards.

AAI American Asphalt Institute AASHTO American Association of State Highway and Transportation Officials ACI American Concrete Institute AIA American Institute of Architects AIEE American Institute of Electrical ENGINEERs ANSI American National Standards Institute APWA American Public Works Association AREA American Railway Engineering Association ASA American Standards Association (now ANSI) ASCE American Society of Civil Engineers ASTM American Society for Testing and Materials AWS American Welding Society AWWA American Water Works Association CRSI Concrete Reinforcing Steel Institute CSI Construction Standards Institute EPA Environmental Protection Agency DIPRA Ductile Iron Pipe Research Association FAC Florida Administrative Code FDEP Florida Department of Environmental Protection FDOT Florida Department of Transportation FHWA Federal Highway Administration FS Federal Standard of Federal Specification FS Florida Statutes IEEE Institute of Electrical and Electronic Engineers

IPBA International Pipe Bursting Association ISO Insurance Services Office ITE Institute of Transportation Engineers NACE National Association of Corrosion Engineers NASSCO National Association of Sewer Service Companies NBS National Bureau of Standards NCPI National Clay Pipe Institute NEC National Electrical Code NEMA National Electrical Manufacturers Association NFPA National Fire Protection Association NPDES National Pollutant Discharge Elimination System NSF National Science Foundation OSHA U.S. Dept. of Labor, Occupational Safety and Health Administration PCA Portland Cement Association PCI Prestressed Concrete Institute PPI Plastics Pipe Institute PVCPA PVC Pipe Association (Uni-Bell PVC Pipe Association) SJRWMD St. John’s River Water Management District SSOCOF Sunshine State One Call of Florida, Inc.

SSPC Structural Steel Painting Council TSS(S) Ten-State Standards, recommended standards for sewage works TSS(W) Ten-State Standards, recommended standards for waterworks UL Underwriter's Laboratories, Inc.

USASI United States of American Standards Institute (Now ANSI) WEF Water Environment Federation

Unless otherwise stated, the most current language from the City of Casselberry Code of Ordinances or the Codes and referenced and promulgated by the City of Casselberry Building Department shall be referred to as required. The below listing references the more important sections; however other sections may be used in the implementation of the requirements of the CITY.

Code of Ordinances City of Casselberry, Florida Part II Chapter 30 – Emergency Management Part II Chapter 42 – Fire Protection and Prevention Part II Chapter 68 – Roadway and Utility Construction Part II Chapter 86 - Utilities Part III Unified Land Development Regulations

Florida Building Code Life Safety Code Fire Prevention Code https://library.municode.com/fl/casselberry/codes/code_of_ordinances?nodeId=PTIICOOR_CH86UT https://library.municode.com/fl/casselberry/codes/code_of_ordinances?nodeId=PTIIIUNLADERE

1.03 PRE-CONSTRUCTION CONFERENCE

A. It shall be required that a pre-construction conference between the Owner/Developer, their Engineer, their Contractor, all utilities, and the CITY Staff be held after all documents have been submitted to the CITY and before commencement of any construction within the corporate limits of the CITY. All applicable CITY, State and Federal Agency permits are required to be in the possession of the Owner/Developer prior to the pre-construction meeting, unless previously approved by the Public Works Director.

1.04 UTILITY COORDINATION

A. It shall be the responsibility of the Owner/Developer or his Engineer to coordinate all utilities concerning development. All existing utilities in and around the project area shall be shown on the project plans. The design and construction of the project and its utility upgrades and/or extensions shall minimize disruption to the CITY’s existing utilities.

B. All utilities shall be given notice prior to commencement of construction in accordance with F.S. 553, Part III (Florida Trench Safety Act) and F.S.556 (Underground Facility Damage Prevention and Safety Act) and the guidelines of Sunshine State One-Call of Florida, Inc. or Sunshine 811.

1.05 START OF CONSTRUCTION

A. The Public Works Director shall be notified, in writing, at least 5 business days in advance of the proposed date of the beginning of construction. Any time that work is to stop for a period of time in excess of 5 working days, other than stoppage beyond the Contractor's control, and holidays, the Public Works Director shall be notified in writing of such interruption. The engineering Plans, as approved by the CITY, and all revisions shall be readily accessible to CITY personnel during all periods of activity. No activity shall be permitted without an approved copy of these documents being on-site. Someone of responsible charge must be on-site during all construction activities.

1.06 CONSTRUCTION COMPLETION

A. The Owner/Developer shall ensure that all requirements stated in the ULDR are in compliance prior to any occupancy of any private or public improvements.

1.07 OFF-SITE POLLUTION PROTECTION

A. It shall be the Owner's/Developer's responsibility to provide, in accordance with the ULDR, all associated Ordinances and State and Federal Agencies, and the NPDES regulations, all on-site downstream and offsite water quality and siltation protection Best Management Practices (BMPs) required during construction. In any event, it shall be the Owner's/Developer's responsibility to remove any associated siltation and all BMPs prior to the time of final inspection. Air pollution including but not limited to, dust, shall also be controlled at all times.

1.08 INSPECTION

1.08.01 Periodic

A. Representatives of the CITY shall periodically visit the project site to make a visual inspection of the progress of the work and methods of construction. Upon observation of work not done in accordance with the Plans and Specifications, the CITY will notify the Owner's/Developer's Contractor and the Owner/Developer or his Designee and request that the necessary corrections be made. All inspections shall be scheduled a minimum of 24 hours in advance. Special inspections shall be requested by Owner/Developer. The CITY can come out at any time without prior notice.

B. For Capital Improvement Projects for the CITY, County, or FDOT that are managed by

Construction Engineering and Inspection (CEI) on a direct or contract basis for that entity, a representative of the CEI shall be on site at all times when work is in progress.

1.08.02 Substantial Completion

A. Substantial Completion inspection may be provided when the project justifies the need for the process prior to the issuance of a Certificate of Completion. The Owner/Developer must submit a written request for a formal Substantial Completion inspection and shall include the following;

1. Include wall, landscaping, irrigation, and other amenities.

2. Include water, sewer, reuse, stormwater, roads, rough grading and signage. The

FDEP Water and Sanitary clearances shall have been issued.

3. Require a written document from Developer requesting formal inspection.

4. Reference that Developer has already punch listed project and all items are completed.

5. State that project is built in accordance with plans and specifications and include an initial set of Record Drawings.

6. Engineering Department will schedule an all department formal inspection with written punch list back to Engineering Department.

7. Engineering Department will coordinate with SCPW and FDOT as applicable.

B. Engineering will review all punch lists and make determination of Substantial

Completion. A written response to Developer on substantial completion including all punch lists will be provided to the Owner/Developer. If deemed to be Substantially Complete the Developer can start construction of production homes.

1.08.03 Final

A. The CITY shall be notified when the project is complete. Upon receiving at least a 48 hour prior request, excluding weekends and holidays, for final inspection of the completed work, the CITY's representatives, together with the representatives of other interested agencies, shall perform the final inspection. The following submittals shall be required prior to Final Inspection: Payment for any failed material tests, all applicable Certifications of Completion or permit sign off from other agencies, Clearances for Utility Systems and Final Record Drawings, including digital and hard copies. See Section 3.02 for detailed information on the Record Drawings.

1.09 TRANSFER OF PRIVATE OWNERSHIP

A. When transfer of private facilities to public Ownership is desired and the CITY concurs, all such private facilities shall be brought up to the current CITY Standards at no cost to the CITY, in so far as construction and maintenance are concerned, before the CITY will accept such facilities. Proof of satisfactory completion of the facilities, approved construction plans as Record Drawings, the 2 year maintenance bond with itemized construction costs, Bill of Sale for improvements dedicated to the CITY, and the appropriate legal documents shall be furnished to the CITY prior to acceptance.

1.10 PROPERTY OWNERSHIPS

A. All facilities to be owned and maintained by the CITY shall be located on CITY property, within CITY rights-of-way, or in easements dedicated to the CITY for the uses intended.

1.11 PLANS AND SPECIFICATIONS

1.11.01 General

A. All submitted plans shall be standard size sheet (24" x 36" or 11" x 17") with title block.

Graphic scale(s) shall be provided on each sheet and all lettering shall be 0.08 x scale (Leroy 80) or larger to permit photographic reproduction. Color aerial photography plan sheet(s) is/are required for the property/project area and shall include an area 100’ outside the limits of the proposed project improvements. Submittal of Specifications shall only be required when special facilities outside the scope of this Manual are proposed. All Plan sheets, detail sheets and the title page of submitted and Bound Specifications must be signed, sealed and dated by the Engineer of Record licensed in the State of Florida.

1.11.02 Site Plan

A. Whenever possible, the entire water, reuse, and wastewater systems shall be shown on a single Utility Plan. The Utility Plan shall indicate the general locations of all mains, manholes, valves, hydrants, services and service laterals with respect to the proposed development improvements and the existing water, reuse, and wastewater systems. Main sizes shall be indicated on the Utility Plan.

1.11.03 Plan and Profile

A. All utilities including gravity sewers, all wastewater force mains, storm sewers and off-site water mains shall be drawn in plan and profile. On-site water and reuse mains may be shown in plan view only, except where conflict crossings of wastewater and/or stormwater systems are designed.

B. Whenever possible, on-site water and wastewater systems shall be shown on the same Plans sheet. As a minimum, the plan and profile drawings shall include the following information:

1. General information such as north arrow, names of Designer and Engineer, revision block with dates, graphic scale(s) and sheet number.

2. Plan and profile with elevations at 100 foot intervals, or more frequently if required by good design practice.

3. Development layout with horizontal and vertical controls.

4. All conflicts with other utility and drainage systems.

5. All manhole locations and rim elevations for manholes both within roads and outside of paved areas.

6. Pipe data including size, lengths, material, and slopes.

7. Size, type, and locations of fittings, valves, hydrants, air release/vacuum relief, and other related appurtenances.

8. Limits of pipe deflection. (Would not recommend allowing – require fittings)

9. Limits of special exterior coatings.

10. Limits of special bedding requirements.

11. Pipe restraint requirements and limits of restrained joints.

12. Details of connection to existing systems.

13. Location(s) and general layout of wastewater pumping stations.

14. Construction notes regarding cover, horizontal and vertical control, special construction requirements, and references to standard and special details.

15. Point of Service for fire sprinkler system and location of Fire Department

Connection.

1.11.04 Details

A. The Plans shall include all applicable Standards as identified in this Manual with appropriate Details. Special details shall be prepared by the Engineer for aerial and underwater crossings of rivers, streams, canals and ditches. Other special details shall be prepared by the Engineer as required.

1.11.05 Scale

A. The Utility Plan shall be prepared at a scale not to exceed l" to 200'. Plan and profile sheets shall not exceed a scale of l" to 50' horizontally and 1” to 5' vertically. Special details shall be of sufficiently large scale to show pertinent construction information.

1.11.06 Complete Submittals

A. Plans for any review and submittal shall be complete. The Owner shall be responsible for payment of fees when the CITY provides reviews more extensive than reasonably expected due to the submittal being incomplete and/or inadequate.

MARCH 2019 ARTICLE 2

ARTICLE 2

DEFINITIONS

Except where specific definitions are used within a specific ARTICLE or Section of this Manual, the following terms, phrases, words, and their derivation shall have the meaning given herein when not inconsistent with the context. Words used in the present tense include the future tense, words in the plural number include the singular number and words in the singular number include the plural number. The word “shall” is mandatory, and the word “may” is permissive.

AASHTO - means American Association of State Highway and Transportation Officials. Any reference to AASHTO Standards shall be taken to mean the most recently published revision unless otherwise specified.

ANSI - means American National Standards Institute. Any reference to ANSI Standards shall be taken to mean the most recently published revision unless otherwise specified.

ASTM - means American Society for Testing Materials. Any reference to ASTM Standards shall be

ARCHITECT - Architect registered with the State of Florida Department of Business and Professional Regulation to provide professional architectural services.

AS-BUILT SURVEY - Surveyor shall obtain field measurements of vertical and horizontal dimensions of constructed improvements so that the constructed facilities can be delineated in such a way that the location of the construction may be compared with the construction PLANS. A coordinate asset table shall be provided and certified by the Surveyor. An as-built map is not required.

AWWA - means American Water Works Association. Any reference to AWWA Standards shall be

BOUNDARY SURVEY - Boundary survey, map and report certified by a Surveyor that meets the requirements of Chapter 61G17-6 ‘Minimum Technical Standards’, FAC.

CIP - Utilities Capital Improvement Program projects.

CITY - means the City of Casselberry, Florida.

COMPREHENSIVE PLAN - The Comprehensive Plan for the City of Casselberry provides the basis for the community's program of land development regulation. The land development regulation required by Chapter 163.3177(6)(a) of F.A.C. encourages innovation regulatory techniques and sets forth the minimum criteria for development of a) standards on the density and intensity of land use, b) the amount of land needed to accommodate projected population, and amount of vacant undeveloped land, c) the availability of public services as identified in other elements, d) the protection of natural resources, floodplains, wetland areas, and wildlife habitat, e) discouraging urban sprawl, f) the need for redevelopment and job creation, and g) the elimination of nonconforming uses.

CONSTRUCTION INSPECTOR - means the construction representative of the CITY or other field appointed representative, acting only within the scope of the particular duties assigned by the

PUBLIC WORKS DIRECTOR.

CONTRACTOR - means the person, firm, or corporation licensed by the State of Florida pursuant to F.S. Ch. 489 with whom the contract for work has been made by the Owner/Developer or the

CITY.

DEVELOPER - means any person or legal entity engaged in developing or improving real estate for use or occupancy who is responsible for any undertaking that requires an administrative or regulatory permit.

DIGITAL UTILITY PLAN - For approvable construction projects, an AUTOCAD format digital utility plan of the affected construction area shall be submitted in encompassing digital file(s) for importing into Utilities GIS. The digital file includes existing, new or altered structures in the work area, geodetic control and survey data.

DIPRA - means Ductile Iron Pipe Research Association.

DESIGNEE – Shall be designated by the Public Works Director and can be a subordinate employee of the CITY or an employee or company contracted by the CITY to perform such tasks as necessary at the direction of the Public Works Director.

DRAWINGS - means engineering drawings prepared by an Engineer to show proposed construction.

ENGINEER - means a Professional Engineer or engineering firm that is licensed by the State of Florida as a professional engineer pursuant to F.S. Ch. 471, other than direct employees of the CITY, retained to provide professional engineering services for a project.

FAC - Florida Administrative Code

FDEP - Florida Department of Environmental Protection

FDOT - means the Florida Department of Transportation

FS - Florida Statutes

GEOTECHNICAL/SOILS ENGINEER - means a Registered Florida Engineer who provides services related to terrain evaluation and site selection, subsurface exploration and sampling, determination of soil and rock properties, foundation engineering, settlement and seepage analysis, design of earth and earth retaining structures; as well as the design of subsurface drainage systems and the improvement of soil properties and foundation conditions; as well as testing and evaluation of construction materials.

ISO - means Insurance Services Office. Any reference to ISO Standards shall be taken to mean the most recently published revision unless otherwise specified.

LANDSCAPE ARCHITECT - means a Landscape Architect registered in the State of Florida who provides professional services related to the planning and development of land and incidental water areas, where the purpose of these consulting services is the preservation, conservation, enhancement, or determination of land uses, natural and man-made features, siting of buildings and structures, grounds and approaches, the setting of grades, contouring of land and water forms, determination of stormwater drainage, and irrigation systems. (From Florida Statute Chapter 481, Part II.)

LISTED - means equipment, materials, or services included in a list published by an organization acceptable to the authority having jurisdiction and concerned with evaluation of products or services that maintains periodic inspection of production of listed equipment or materials or periodic evaluation of services, and whose listing states either that the equipment, material, or service meets identified standards or has been tested and found suitable for a specified purpose.

MASTER PLAN - For projects to be constructed in multiple phases, a master plan for water, wastewater, and/or reclaimed water is required. The master plan consists of a utility system layout superimposed on a topographic map, calculations for potable water demand, reclaimed water demand and wastewater flow, as well as a pipe network analysis for flow and pressure distribution.

MANUAL - means this City of Casselberry Utility Standards Manual.

MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) - means the United States Department of Transportation Manual on Traffic Control Devices, latest edition, unless otherwise specified.

NEMA - means National Electrical Manufacturers Association. Any reference to NEMA Standards shall be taken to mean the most recently published revision unless otherwise specified.

NORMAL WORKING DAYS and HOURS – Generally 7 am to 7 pm Monday through Friday and 8 am to 6 pm Saturday, excluding holidays, as amended on a project by project basis or as discussed and agreed upon at the Pre-Construction Meeting.

NSF - means National Sanitation Test Laboratory Foundation. Any reference to NSF Standards shall be taken to mean the most recently published revision unless otherwise specified.

OSHA - means the Federal Occupational Safety and Health Administration. Any reference to OSHA Standards shall be taken to mean the most recently published revision unless otherwise specified.

OWNER - means any person or legal entity or government unit having sufficient proprietary interest to undertake development pursuant to the Unified Land Development Regulations.

PLANS - means Drawings as defined herein above.

POTABLE WATER SYSTEM - Water transmission and distribution pipes, water pump stations, fittings, valves, hydrants, services, meters and miscellaneous related appurtenances.

PRIVATE GRAVITY SYSTEMS - Wastewater collection systems that are NOT owned, operated or maintained by the CITY.

PUBLIC WORKS DIRECTOR - means the Director of Public Works or other appointed officer of the CITY, acting directly or through an assistant or other appointed representative or designee, acting only within the scope of the particular duties assigned by the Unified Land Development Regulations.

RECLAIMED WATER REGULATIONS - In accordance with the most current edition of Chapter of the City of Casselberry Code, as such provisions may be periodically amended.

RECLAIMED WATER SYSTEM - Reclaimed water transmission and distribution piping, pump stations, fittings, valves, services, meters and miscellaneous related appurtenances.

RECORD DRAWINGS - Certification by the Engineer that the Record Drawings depict the horizontal and vertical locations of installed utilities for the completed Work.

RFI – Request for Information is a written request with any supporting documentation submitted for clarification of the plans, specifications, or construction issues on a project.

ROAD CONSTRUCTION SPECIFICATIONS - Seminole County and/or Florida Department of Transportation Road Construction Specifications, latest edition.

SHOP DRAWINGS - All drawings, diagrams, illustrations, schedules, and other data or information, which are specifically prepared or assembled by or for Contractor and submitted by Contractor to illustrate some portion of the WORK for acceptance and/or approval by the Owner/Developer or CITY or their designated representative.

SPECIFIC PURPOSE SURVEY - Survey, map, and report certified by a Surveyor of an easement with water, wastewater, and/or reclaimed water pipes maintained by the CITY and meets the requirements of Chapter 61G17-6 ‘Minimum Technical Standards’, FAC. The report shall describe the locations where the pipe centerline was not constructed within two feet of the centerline of the easement.

SPECIFICATIONS - means the specifications contained in this Manual.

STANDARDS - means the minimum design Standards contained in this Manual.

STANDARD FDOT SPECIFICATIONS - means the Department of Transportation, State of Florida, Standard Specifications for Road and Bridge Construction, latest edition, unless otherwise specified.

SUBSTANTIALLY COMPLETED - means that date when the work is completed in accordance with this Manual or the Projects Contract Documents, with the exception of the minor items identified during the inspection process. Upon substantial completion, the work can be utilized for the purposes for which it is intended if the public's health, safety, and welfare will not be endangered.

STANDARD CITY DETAILS - means the detailed drawings contained in Appendix A in this Manual related to water, wastewater and reclaimed water system materials and installation.

SUBCONTRACTOR - An individual or entity licensed by the State of Florida pursuant to FS Ch.

489, having a direct contract with Contractor or with any other subcontractor for the performance of a part of the Work.

SURVEYOR - A person licensed by the State of Florida as a professional surveyor and mapper pursuant to Chapter 472, F.S.

TRAFFIC CONTROL AND SAFE PRACTICES MANUAL - Florida Department of Transportation Manual on Traffic Control and Safe Practices for Street and Highway Construction, Maintenance and Utility Operation and the Manual of Uniform Traffic Control Devices (MUTCD), latest editions.

ULDR - means the Unified Land Development Regulations of the City of Casselberry, Florida.

UTILITIES ORDINANCE - “Chapter 86, Utilities” City of Casselberry Code of Ordinances, as such provisions may be periodically amended.

UTILITY ACCOMMODATION MANUAL (UAM) - State of Florida Department of Transportation Utility Accommodation Manual, latest edition.

WASTEWATER SYSTEM - Wastewater transmission pipes including gravity sewers and force mains, wastewater pump stations, fittings, valves, service laterals and miscellaneous related appurtenances.

WORK - Labor, materials, equipment, supplies, services and other items necessary for the execution, completion and fulfillment of the approved Plans.

MARCH 2019 ARTICLE 3

ARTICLE 3

DESIGN STANDARDS

Index 3.01 GENERAL

3.02 RECORD DRAWINGS

3.03 EASEMENTS

3.04 SURVEY MONUMENTS

3.05 STORMWATER MANAGEMENT

3.06 DECORATIVE ENTRANCES

3.07 OWNER/DEVELOPER CONTROL DURING CONSTRUCTION

3.08 EROSION CONTROL

3.09 PHASED DEVELOPMENT

3.10 TRAFFIC CONTROL DURING CONSTRUCTION

3.01 GENERAL

A. The lands included within the development shall be suitable for the various purposes proposed and shall not be subject to poor drainage, erosion or other conditions detrimental to the health, safety and general welfare of the public. Further, no development plan shall be approved unless the CITY finds, after full consideration of all pertinent data, that the development can be served adequately with such normal public facilities and services as are suitable in the circumstances of the particular case. The Owner/Developer shall be responsible for the acquisition of all materials, installation and construction costs, and legal documentation for all on-site and off-site activities of the proposed development.

B. An Engineer, registered in the State of Florida and qualified by virtue of training and experience to practice the engineering discipline involved, shall be employed to design all required improvements such as streets, traffic control, drainage structures, bridges, bulkheads, and utility facilities, and to provide such professional services during construction as are generally considered to be part of a complete engineering service. Upon request, the Owner/Developer shall submit to the CITY signed documentation to this effect. All plans for improvements shall be prepared and sealed by such Engineer and approved by all appropriate regulatory agencies and the CITY prior to the commencement of the improvements. Florida Statutes shall govern the preparation of all site plans and related Drawings submitted to the CITY.

3.01.01 Conformance with CITY Policy

A. The subdividing and/or development of any areas shall conform to the adopted general goals and objectives of the CITY with respect to the physical development of the CITY as set forth in various documents including, but not limited to:

1. The CITY’s Comprehensive Plan.

2. CITY policies and Services and Facilities as enunciated by applicable CITY Ordinances.

3. The Unified Land Development Regulations (ULDR) of the CITY.

4. The Utility Standards Manual.

5. Ordinances of the CITY.

6. Complete Street Policy and Design Guidelines

7. CITY’s 5-Year Capital Improvement Plan

3.02 RECORD DRAWINGS

CASSELBERRY

A. The Owner/Developer or their Engineer shall submit two sets hard copy (24” x 36” prints) of the Record Drawings not less than 72 hours prior to the Final Inspection by the

CITY.

B. Following the final site inspection and correction of any site deficiencies, the applicant shall submit to the CITY one electronic PDF set of signed and sealed Record Drawings (with minimum 300 dpi resolution) and one electronic AUTOCAD copy formatted fully compatible with the software being used by the CITY, revised as necessary after the Final Inspection, prior to the issuance of the Certificate of Completion for the improvements.

C. The applicant shall be responsible for recording deviation information on the approved plans as construction progresses. To help ensure compliance with Record Drawing requirements, the CITY strongly recommends that the contractor’s field record plans be photocopied in their entirety and submitted as part of the Record Drawings. Record Drawings submitted to the CITY as part of the project acceptance shall comply with the following requirements:

1. Drawings shall be legibly marked to record actual construction, when applicable, should include but not limited to grading for parking lot, trail, pond, and finish floor elevation for the building etc.

2. Drawings shall show actual location of all underground and above ground stormwater, potable water, reclaimed water and wastewater piping and related appurtenances. All changes to piping location including horizontal and vertical locations of utilities and appurtenances shall be clearly shown and referenced to permanent surface improvements. Drawings shall show actual installed pipe material, pipe size, class, etc.

3. Drawings shall clearly show location, description, and depth of all abandoned pipe that left in place.

4. Drawings shall clearly label what is intended to be private or public. In addition, clearly label the city point of connection on private mains.

5. Drawings shall clearly label fire lines and irrigation lines accordingly.

6. Location of all inlets, manholes, hydrants, valves, and valve boxes shall be shown.

All valves shall be referenced from at least two and preferably three permanent points.

7. Dimensions between all manholes and/or inlets shall be field verified and shown.

The inverts and grade elevations of all manholes/inlets shall be shown.

8. The depth from finish grade of potable water, reclaimed water, and sewer force mains shall be indicated at all valve locations.

9. Drawings shall clearly show all field changes of dimension and detail.

10. Drawings shall clearly show all details not on the original contract drawings but constructed in the field. All equipment and piping relocation shall be shown.

11. Drawings shall show locations and descriptions of all connections that were made to any mains during the project, whether permanent or temporary, including abandoned taps, line stops, valves, etc.

12. CAD files should be in State Plane Coordinates (SPC) Feet, East Zone - Florida, North American Datum (NAD) 1983.

13. Objects should be assigned by layer with color by layer. No cryptic layer names. If cryptic layer names are used (i.e., DXF files from microstation) then a list defining layer names must be provided. If entities are not correctly assigned by layer it makes it difficult to extract the data (i.e., if water lines are inadvertently drawn on the sewer layer they will disappear when the water layer is isolated).

14. Electronic drawings that do not follow these specifications will be return for correction and the applicant may have their Public Works Certificate of Completion or subsequent Building Division Certificate of Occupancy withheld until the corrections have been adequately addressed.

3.03 EASEMENTS

A. Easements shall be centered on rear or side-lot lines where necessary. Easements shall be provided as determined by the ULDR. “Vehicular Access Easements” shall be located as approved by the CITY.

B. Where necessary for safety and convenience, “Construction Easements” of suitable width shall be required as determined by the CITY. No public easement shall be occupied without first obtaining a Right-of-Way Utilization Permit. When encroachment is desired, the applicant shall contact all utilities doing business within the CITY, prior to the CITY granting permit.

C. “Joint-Use Access Easements” shall be required, as necessary, to provide safe and adequate access to a site and for the protection of the CITY and safety of the adjacent roadway.

D. Any off-site easements, needed to make the system function, shall be included in the proposal for development and made a criteria for plan approval.

E. Easements for all facilities must be shown on construction drawings and approved by the CITY. The easement documents and rights-of-way deeds must be executed, accepted and recorded by the CITY. All recording fees shall be paid to the CITY prior to recording in the Public Records or issuance of a building permit. All easements for private developments shall be provided at no expense to the CITY.

3.04 SURVEY MONUMENTS

A. Permanent Reference Monuments (PRMs) and Permanent Control Points (PCPs) shall be placed as required by Florida Statutes. A letter from a Florida registered Land Surveyor certifying that all monuments, PCPs, PRMs are in place as of the date of the project acceptance shall be required of all developments. The Contractor shall be responsible for re-establishing all disturbed survey markers and/or monuments. All survey work shall be performed in accordance with pertinent memoranda and shall comply with Minimum Technical Standards, as adopted by the Florida Board of Land Surveyors, pursuant to Florida Statutes.

3.05 STORMWATER MANAGEMENT

3.05.01 General Requirements

A. Protection of water resources is critical to the public health, safety, and welfare.

Innovative approaches to stormwater management shall be encouraged and the concurrent control of erosion, sedimentation, and flooding shall be mandatory. No site alteration shall cause siltation of wetlands, pollution of downstream wetlands, or reduce the natural retention or filtering capabilities of wetlands.

3.05.03 Guidelines for Berms

A. Slopes are preferred to be 5:1 or less on berms and other applications. Slopes 3:1 shall be the maximum permissible slope, unless specifically addressed elsewhere in this Manual, but shall be stabilized with sod or other stabilizing material. Retaining walls require the approval of the CITY and must be signed and sealed by the Engineer for any walls exceeding 2 feet in height. Where berms or slopes are specifically addressed in other ARTICLES of this Manual, they shall conform to that ARTICLE.

3.06 - DECORATIVE ENTRANCES

A. Decorative entrances shall be replaced with like vegetative landscaping and/or structural materials to match existing or better conditions. Existing grades shall be matched unless adequate drainage requires improved grading.

3.07 OWNER/DEVELOPER CONTROL DURING CONSTRUCTION

A. The Owner/Developer shall be required during the entire construction period to control, regulate, and maintain the development in such a manner as to prevent the accumulation of trash and debris, resulting from the Owner’s/Developer’s construction activities, on both the site and adjacent public and private property, which would detract from the enjoyment and pleasure in the natural scenic beauty of the CITY, and, in turn, injuriously affect the economic well-being of the public. The use of residential lots in nearby developments or Substantially Completed phases of the same development, under the ownership and control of said Owner/Developer, for the bulk storage of construction materials substantially unrelated to the development of those residential lots is prohibited.

A development shall be deemed to be Substantially Completed when 70% of the planned units are completed and ready for occupancy, or are actually occupied.

3.08 EROSION CONTROL

A. All development shall follow erosion control methods as described in this section, FDOT Design Standards, FDEP Stormwater, Erosion and Sediment Control Program and Manual, and the St. Johns River Water Management District regulations.

B. Seeding, mulching, sodding, and/or other acceptable methods shall be used to prevent erosion during all construction activities per requirements as specified in the ULDR.

C. The Owner/Developer of commercial and residential lots shall be required to maintain curbs and gutters free of accumulations of sand and earth. Temporary siltation basins may be required during construction. All actions to prevent erosion or pollution shall be done in accordance with this Manual.

3.08.01 Stormwater Pollution Prevention Plan (SWPPP)

A. If required by the CITY, the SWPPP, details, and calculations shall document all the measures necessary to limit the transport of sediments outside the limits of the project to the volume and amount that existed prior to the commencement of construction.

Provisions must be made to preserve the integrity and capacity of check weirs, sediment basins, slope drains, grading patterns, etc. required to meet this provision throughout the life of the construction.