14.1.a. Attachment: Engineering Standards Manual Draft (2016 : Approval of the Engineering Standards Manual) Packet Pg. 216

Transcription

1 Packet Pg. 216

2 City of Fort Walton Beach Manual November a City of Fort Walton Beach Manual TABLE OF CONTE SECTION 1.00 INTRODUCTION... 3 SECTION 2.00 POLICY... 3 SECTION EROSION AND SEDIMENTATION CONTROL... 3 EROSION AND SEDIMENTATION CONTROL STANDARD DETAILS ESM Silt Fence... 4 ESM Floating Turbidity Barrier... 5 ESM Inlet Protection... 6 SECTION 4.00 STORMWATER Design Standards Stormwater As-builts... 8 STORMWATER STANDARD DETAILS ESM Retention Pond... 9 ESM Detention Pond ESM Type C Catch Basin ESM Type D Catch Basin ESM Type E Catch Basin ESM Oil Skimmer for Outfall Structure ESM Mitered End Section and Concrete Collar ESM Standard Saddle Curb Inlet ESM Standard French Drain ESM Standard Underdrain Exfiltration SECTION 5.00 STREETS Street Layout Pavement Design Curb & Gutter STREETS STANDARD DETAILS ESM Lane City Street (60 ROW) ESM Lane Undivided City Street (96 ROW) ESM Lane Divided City Street (112 ROW) ESM Standard Cul-de-sac ESM Standard Offset Cul-de-sac ESM Standard T Turn Around ESM Standard 2 Ribbon Curb ESM Standard Drop Curb ESM Standard Squareback Curb ESM Standard Rollback Curb & Gutter SECTION 6.00 PARKING & VEHICULAR ACCESSABILITY ~ 1 ~ Packet Pg. 217

3 City of Fort Walton Beach Manual November a 6.01 Off Street Vehicle Parking Off Street Vehicle Loading Bicycle Parking Parking Lot Design Standards PARKING AND VEHICULAR ACCESSABILITY STANDARD DETAILS ESM Bicycle Parking SECTION 7.00 SIDEWALKS, MULTI-USE PATHS & DRIVEWAYS Sidewalk Design Standards Multi-use Path Design Standards Driveway Design Standards SIDEWALKS, MULTI-USE PATHS & DRIVEWAY STANDARD DETAILS ESM Standard Sidewalk ESM Multi-use Path ESM Standard Residential Driveway ESM Standard Commercial Driveway ESM Standard Commercial Driveway with Sidewalk at Back of Curb ESM Standard Driveway Turnout Curb & Gutter SECTION 8.00 ROADSIDE APPENDITURES Solid Waste Receptacle Pads ROADSIDE APPENDITURE STANDARD DETAILS ESM Standard Concrete Dumpster Pad SECTION 9.00 UTILITIES Utility Easements Potable Water Sanitary Sewer Drainage Reclaimed Water Utility As-builts UTILITY STANDARD DETAILS ESM Numbers to Call for Line Spots and Other Utility Information ESM Standard Utility Section ESM Standard Utility Locations ESM Water & Sewer Main Crossing/Separation ESM Typical Reclaimed Water/Potable Water Crossing ESM Concrete Arch & Encasement ESM Standard Utility Patch Restoration ESM Trench Type A Bedding ESM Trench Type B Bedding ESM Standard Thrust Block ESM Gate Valve 12 & Smaller ESM Standard Fire Hydrant ESM ¾ 2 Water Meter Installation ESM & Larger Water Meter Installation ESM Sanitary Sewer Service Lateral ~ 2 ~ Packet Pg. 218

4 City of Fort Walton Beach Manual November a ESM Standard Sewer Cleanout ESM Standard Sewer Manhole ESM Standard Sewer Manhole with Drop Connection APPENDIX 9A APPROVED MATERIALS FOR UTILITY CONSTRUCTION 9A-1 Approved Materials for Potable Water Construction A-2 Approved Materials for Sanitary Sewer Construction A-3 Approved Materials for Drainage Construction ~ 3 ~ Packet Pg. 219

5 CityofFortWaltonBeach EngineeringStandardsManual November INTRODUCTION 2.00 POLICY The2012CityofFortWaltonBeachLandDevelopmentCodewasadoptedonMarch23,2012 and became effective on May 1, Many requirements contained in the previous Land Development Code will now be located in the Manual (ESM) of Fort Walton Beach. The ESM is referenced throughout the Land Development Code, containing uniform minimum standards for the design and construction of required improvements acceptablewithinthecityoffortwaltonbeach. The Manual shall serve as the official document that contains the minimum standards for design and construction of required improvements throughout the City of Fort Walton Beach. The Engineering and Utility Services Director shall establish and maintain the Manual and such other standards for work within the publicrightsofway EROSIONANDSEDIMENTATIONCONTROL Erosion and sedimentation control measures shall be installed around the perimeter of all construction sites that disturb the existing topography. Unless otherwise noted in City standard details, all erosion control measures shall comply with the latest version of the FloridaDepartmentofTransportation s(fdot)designstandardsandthefloridadepartment ofenvironmentalprotection s(fdep)floridastormwatererosioncontrolandsedimentation Control Inspector s Manual. All development shall provide for erosion and sedimentation controlasfollows: a. AnerosioncontrolplanisrequiredaspartoftheStormwaterManagementPlan. b. Before the commencement of construction activity, erosion control measures must be installed. c. Silt fencing shall be installed around the perimeter of the site to provide for erosion controlanddefinethelimitsofconstructionactivity. d. Onsiteanddownstreaminletsshallbeprotectedbytemporaryinletprotection. e. Allsoilstockpilesshallbeprotectedagainstdustinganderosion. f. At all times during and after construction, disturbed areas shall be stabilized. Final stabilizedareasshallbesodded/seededandestablishedpriortoprojectcloseout. g. TherequirementsofanerosionandsedimentationcontrolmaybewaivedbytheCityfor developments less than onehalf (1/2) acre in size and are not located upstream from adjacentproperties. (Thissectionleftintentionallyblank) Packet Pg. 220

6 CityofFortWaltonBeach EngineeringStandardsManual November2012 SILT FENCE City of Fort Walton Beach SILT FENCE SCALE: DRAWING # ESM-3.01 Plotted Tuesday, October 18, :03:12 AM - C:\Users\KNITZM~1.FWB\AppData\Local\Temp\A$C64903E65.DWG Packet Pg. 221

7 CityofFortWaltonBeach EngineeringStandardsManual November2012 FLOATING TURBIDITY BARRIER City of Fort Walton Beach FLOATING TURBIDITY BARRIER SCALE: DRAWING # ESM-3.02 Plotted Tuesday, October 18, :03:12 AM - C:\Users\KNITZM~1.FWB\AppData\Local\Temp\A$C096E03C7.DWG Packet Pg. 222

8 CityofFortWaltonBeach EngineeringStandardsManual November2012 INLET PROTECTION City of Fort Walton Beach INLET PROTECTION SCALE: DRAWING # ESM-3.03 Plotted Tuesday, October 18, :03:12 AM - C:\Users\KNITZM~1.FWB\AppData\Local\Temp\A$C050F05AF.DWG Packet Pg. 223

9 CityofFortWaltonBeach EngineeringStandardsManual November STORMWATER 4.01 DesignStandards Inordertoensuretheobjectivesandperformancestandardsofthisarticlewillbemet,the design, construction and maintenance of drainage systems shall be consistent with the followingstandards: a. Alldevelopmentsshalltreatthefirstone(1)inchofrunoffonsiteandassurethatthe postdevelopmentrunoffratewillnotexceedthepredevelopmentrunoffratefora 25yearstormevent,uptoandincludinganeventwitha24hourduration. b. Developmentsthatdirectlydischargeintotidallyinfluencedsurfacewatersofthestate must still meet treatment volume requirements but are not required to provide attenuation. c. Forthepurposeofdesign,thepublishedFDOT25year:1hour,2hour,4hour,8hour, and24hourrainfalldistributionsshallbeusedtodemonstratestormwatercompliance. The City reserves the right to require compliance with additional storm events and waterqualitystandardsinareasofspecialconcernasdesignatedbythecity. d. Channelingrunoffdirectlyintowaterbodiesshallbeprohibited.Instead,runoffshallbe routedandtreatedthroughvegetativeswalesandothersystemsdesignedtoremove pollutantloadsandsediment. e. Naturalwatercoursesshallnotbedredgedoraltered. f. Wetlandsandotherwaterbodiesshallnotbeusedassedimenttrapsduringorafter development. g. Runofffromparkinglotsshallbetreatedtoremoveoilandsedimentbeforeitenters receivingwaters. h. DetentionandRetentionAreas Thepurposeofadetention/retentionpondistoserve asabuffertoattenuatepeakflowsandcaptureexcessrunofffromdevelopedareas. Theminimumcriteriafordetention/retentionpondsareasfollows: 1. Detentionandretentionareasshallbedesignedsothatshorelinesaresinuous rather than straight and so that the length of shoreline is maximized, thus offeringmorespaceforthegrowthofvegetation. 2. Detentionareasshallbeslopednosteeperthanfour(4)feethorizontaltoone (1) foot vertical (4:1) at a minimum of two (2) feet below the water control elevation.retentionareasshallbeslopedentirelynosteeperthan4:1.asan alternative, three (3) feet horizontal to one (1) foot vertical (3:1) slope is acceptable provided the pond is fenced or somehow safeguarded against public access. Ponds that are fenced must provide adequate room for maintenanceactivities.thepurposeofthisrequirementistosafeguardagainst drowning,personalinjury,orotheraccidents. 3. Aminimumoftenpercent(10%)oftheaverageponddepthorsixinches(6 )is required as pond freeboard, whichever is less. Compliance with this requirementmustbedemonstratedoneachrequired25yrstormevent. 4. The pond bottom for all retention areas shall be a minimum of two (2) feet above the estimated ground water table obtained from a signed and sealed geotechnicalreport. 5. Percolationratesutilizedinstormwatercalculationsshallbeobtainedfroma signed and sealed geotechnical report. In any circumstance, the maximum designpercolationrateisnottoexceedtwentyfour(24)inchesperhour. Packet Pg. 224

10 CityofFortWaltonBeach EngineeringStandardsManual November StormwaterAsbuilts 6. The treatment volume retained in retention ponds must be designed to percolate within seventytwo (72) hours after a storm event. For detention ponds,ableeddownorificemustbeproperlysizedtodrawdownonehalfthe treatmentvolumebetweenfortyeight(48)andsixty(60)hours. 7. Althoughtheuseofwetlandsfordetentionandpurifyingwaterisencouraged, care must be taken not to overload their capacity, thereby harming the wetlandsandtransitionalvegetation.wetlandsshouldnotbedamagedbythe constructionofdetentionponds. Uponcompletionofaproject,theContractorshallproduceandsubmitasignedandsealed fullasbuiltproducedbyafloridaregisteredlandsurveyor.theamountofdetailonthe recorddrawingsshallincludebutisnotlimitedtographicscale,buildingfootprints,grades and contours of the stormwater system, pipe materials, pipe sizes, location of appurtenances,andanyotherinformationdeemednecessarybythecity.theacceptance oftherecorddrawingsbythecitydoesnotreleasethecontractorfromtheliabilityofthe construction. The City reserves the right to verify the record drawings/asbuilts prior to acceptance. (Thissectionleftintentionallyblank) Packet Pg. 225

11 CityofFortWaltonBeach EngineeringStandardsManual November2012 RETENTION POND City of Fort Walton Beach RETENTION POND SCALE: DRAWING # ESM-4.01 Plotted Tuesday, October 18, :03:12 AM - C:\Users\KNITZM~1.FWB\AppData\Local\Temp\A$C00241BD9.DWG Packet Pg. 226

12 CityofFortWaltonBeach EngineeringStandardsManual November2012 DETENTION POND City of Fort Walton Beach DETENTION POND SCALE: DRAWING # ESM-4.02 Plotted Tuesday, October 18, :03:12 AM - C:\Users\KNITZM~1.FWB\AppData\Local\Temp\A$C D.DWG Packet Pg. 227

13 CityofFortWaltonBeach EngineeringStandardsManual November2012 TYPE "C" CATCH BASIN City of Fort Walton Beach TYPE "C" CATCH BASIN SCALE: DRAWING # ESM-4.03 Plotted Tuesday, October 18, :03:12 AM - C:\Users\KNITZM~1.FWB\AppData\Local\Temp\A$C6F4C10A7.DWG Packet Pg. 228

14 CityofFortWaltonBeach EngineeringStandardsManual November2012 TYPE "D" CATCH BASIN City of Fort Walton Beach TYPE "D" CATCH BASIN SCALE: DRAWING # ESM-4.04 Plotted Tuesday, October 18, :03:12 AM - C:\Users\KNITZM~1.FWB\AppData\Local\Temp\A$C1AC43852.DWG Packet Pg. 229

15 CityofFortWaltonBeach EngineeringStandardsManual November2012 TYPE "E" CATCH BASIN City of Fort Walton Beach TYPE "E" CATCH BASIN SCALE: DRAWING # ESM-4.05 Plotted Tuesday, October 18, :03:12 AM - C:\Users\KNITZM~1.FWB\AppData\Local\Temp\A$C720A5808.DWG Packet Pg. 230

16 CityofFortWaltonBeach EngineeringStandardsManual November2012 OIL SKIMMER FOR OUTFALL STRUCTURE City of Fort Walton Beach OIL SKIMMER FOR OUTFALL SCALE: DRAWING # STRUCTURE Plotted Tuesday, October 18, :03:12 AM - C:\Users\KNITZM~1.FWB\AppData\Local\Temp\A$C4CCB511C.DWG ESM-4.06 Packet Pg. 231

17 CityofFortWaltonBeach EngineeringStandardsManual November2012 MITERED END SECTION AND CONCRETE COLLAR City of Fort Walton Beach MITERED END SECTION SCALE: DRAWING # AND CONCRETE COLLAR Plotted Tuesday, October 18, :03:12 AM - C:\Users\KNITZM~1.FWB\AppData\Local\Temp\A$C33CC2EC9.DWG ESM-4.07 Packet Pg. 232

18 CityofFortWaltonBeach EngineeringStandardsManual November2012 STANDARD SADDLE CURB INLET City of Fort Walton Beach SCALE: DRAWING # STANDARD SADDLE CURB INLET Plotted Tuesday, October 18, :03:12 AM - C:\Users\KNITZM~1.FWB\AppData\Local\Temp\A$C047B2C45.DWG ESM-4.08 Packet Pg. 233

19 CityofFortWaltonBeach EngineeringStandardsManual November2012 STANDARD FRENCH DRAIN City of Fort Walton Beach SCALE: DRAWING # STANDARD FRENCH DRAIN Plotted Tuesday, October 18, :03:12 AM - C:\Users\KNITZM~1.FWB\AppData\Local\Temp\A$C C.DWG ESM-4.09 Packet Pg. 234

20 CityofFortWaltonBeach EngineeringStandardsManual November2012 STANDARD UNDERDRAIN EXFILTRATION City of Fort Walton Beach SCALE: DRAWING # STANDARD UNDERDRAIN EXFILTRATION Plotted Tuesday, October 18, :03:12 AM - C:\Users\KNITZM~1.FWB\AppData\Local\Temp\A$C7D DWG ESM-4.10 Packet Pg. 235

21 CityofFortWaltonBeach EngineeringStandardsManual November STREETS 5.01 StreetLayout All streets within the City of Fort Walton Beach shall be designed and constructed to accommodatevehicles,bicyclesandpedestrians.theconstructionofstateroadsshallbein accordancewiththefloridadepartmentoftransportation s(fdot)standardspecifications for Road and Bridge Construction and FDOT Design Standards, latest edition. The constructionofcitystreetsshallmeetthefollowingrequirements: a. Thecenterlineofallroadsshallbecenteredintherightofway.Locationoftheroad maybeoffsetfromtherightofwaywherethecitydeterminesthatsuchchangesare neededforadequatetrafficcapacity,drainage,utilities,pedestrianaccessorothersite constraints. b. Alltravellanesshallhaveaminimumlanewidthofeleven(11)feetmeasuredfromthe centerlineoftheroadtotheedgeofpavement.onewaystreetsshallbeaminimumof twelve (12) feet in width. Modification to existing City streets shall not result in pavementwidthslessthanten(10)feetinwidth. c. Off Street Parking may be provided along one or both sides of a City street. Parking lanesshallbetheminimumsetforthinsection6.00 d. Bikelanesshallbeclearlymarkedandlocatedbetweenthetravellaneandtheparking lane or between the travel lane and the edge of pavement. Bike lanes shall be a minimumoffour(4)feetinwidth. e. SidewalksarerequiredalongatleastonesideofallCitystreets PavementDesign On streets and roadways within the jurisdiction of the City of Fort Walton Beach, the EngineerofRecordisresponsibletoverifythatapplicablesoundengineeringprinciplesare used in the structural design of flexible and rigid pavements systems. Unless otherwise noted, all materials and workmanship shall meet Florida Department of Transportation s Flexible Pavement Design Manual and Standard Specifications for Road and Bridge Construction,latestedition,unlessotherwisediscussedherein. a. The minimum service life of new pavement shall be twenty (20) years, while the minimumservicelifeofrehabilitatedpavementsshallbeten(10)years. b. Road base and subgrade shall be finished and prepared in accordance with Sections 200, 210, 230, 204 and all sections referenced therein of the Florida Department of TransportationStandardSpecificationsforRoadandBridgeConstruction,latestedition. f. Vehicular surfaces shall be paved with asphalt in accordance with Sections 300, 320, 330, 331 and 916 and all sections referenced therein of the Florida Department of TransportationStandardSpecificationsforRoadandBridgeConstruction,latestedition. The City reserves the right to require additional paving or reinforcement depending uponthetypeandamountofexpectedvehiculartraffic. c. For the construction of any new street within the City, the following tests will be providedtothecitybythecontractor: 1. CompactionTestforBaseMaterial(whereapplicable):One (1) for each 500 squareyards,butnotlessthanone(1)ineachsectioniftheareaislessthan 500squareyards. Packet Pg. 236

22 CityofFortWaltonBeach EngineeringStandardsManual November AsphaltTesting:One(1)setofthefollowingtestsforeach200tonsplacedor one(1)setperdayiflessthan200tonsplaced. I. Stability,flow,unitweight,voidtotalpercentagetotalmix,andvoids filledshallbedeterminedfromsetofspecimenspreparedfromeach fourhoursplantoperationinaccordancewithastmd1559andastm D2726. II. Inplacedensitytestswillbeperformedfromset(threecoredsamples) or each four hours plant operation; one half should be obtained at joints. d. Match existing curb line with cross slope of 1/4 inch per foot to center line, or as directedbythecity. e. Hand work may be required in certain areas such as driveways, intersections, storm drains,manholes,etc.,topreventstandingwater CurbandGutter The primary purpose for curbing along City streets is to convey stormwater to inlets, swales,anddetention/retentionareas.allcurbingonstreetsandroadswithinthecityof FortWaltonshallbeaminimumof3,000psiconcrete.CurbandgutterforCitystreetsshall beofthefollowingtype: a. RibbonCurb b. DropCurb c. SquarebackCurb d. RollbackCurb (Thissectionleftintentionallyblank) Packet Pg. 237

23 CityofFortWaltonBeach EngineeringStandardsManual November LANE CITY STREET (60' ROW) S=2% S=2% Packet Pg. 238 City of Fort Walton Beach SCALE: DRAWING # 2-LANE CITY STREET (60' ROW) Plotted Tuesday, October 18, :03:12 AM - C:\Users\KNITZM~1.FWB\AppData\Local\Temp\A$C00B33D9A.DWG ESM a

24 CityofFortWaltonBeach EngineeringStandardsManual November LANE UNDIVIDED CITY STREET (96' ROW) S=2% S=2% Packet Pg. 239 City of Fort Walton Beach SCALE: DRAWING # 4-LANE UNDIVIDED CITY STREET (96' ROW) Plotted Tuesday, October 18, :03:12 AM - C:\Users\KNITZM~1.FWB\AppData\Local\Temp\A$C309428BE.DWG ESM a

25 CityofFortWaltonBeach EngineeringStandardsManual November LANE DIVIDED CITY STREET (112' ROW) S=2% S=2% Packet Pg. 240 City of Fort Walton Beach SCALE: DRAWING # 4-LANE DIVIDED CITY STREET (112' ROW) Plotted Tuesday, October 18, :03:12 AM - C:\Users\KNITZM~1.FWB\AppData\Local\Temp\A$C40133FA1.DWG ESM a

26 CityofFortWaltonBeach EngineeringStandardsManual November2012 STANDARD CUL-DE-SAC City of Fort Walton Beach SCALE: DRAWING # STANDARD CUL-DE-SAC ESM-5.04 Plotted Tuesday, October 18, :03:12 AM - C:\Users\KNITZM~1.FWB\AppData\Local\Temp\A$C34C019B9.DWG Packet Pg. 241

27 CityofFortWaltonBeach EngineeringStandardsManual November2012 STANDARD OFFSET CUL-DE-SAC City of Fort Walton Beach SCALE: DRAWING # STANDARD OFFSET CUL-DE-SAC ESM-5.05 Plotted Tuesday, October 18, :03:12 AM - C:\Users\KNITZM~1.FWB\AppData\Local\Temp\A$C2B7024FC.DWG Packet Pg. 242

28 CityofFortWaltonBeach EngineeringStandardsManual November2012 STANDARD T - TURN AROUND City of Fort Walton Beach SCALE: DRAWING # STANDARD T - TURN AROUND ESM-5.06 Plotted Tuesday, October 18, :03:12 AM - C:\Users\KNITZM~1.FWB\AppData\Local\Temp\A$C DWG Packet Pg. 243

29 CityofFortWaltonBeach EngineeringStandardsManual November2012 STANDARD 2' RIBBON CURB City of Fort Walton Beach SCALE: DRAWING # STANDARD 2' RIBBON CURB Plotted Tuesday, October 18, :03:12 AM - C:\Users\KNITZM~1.FWB\AppData\Local\Temp\A$C698F1B2C.DWG ESM-5.07 Packet Pg. 244

30 CityofFortWaltonBeach EngineeringStandardsManual November2012 STANDARD DROP CURB City of Fort Walton Beach SCALE: DRAWING # STANDARD DROP CURB Plotted Tuesday, October 18, :03:12 AM - C:\Users\KNITZM~1.FWB\AppData\Local\Temp\A$C202D7140.DWG ESM-5.08 Packet Pg. 245

31 CityofFortWaltonBeach EngineeringStandardsManual November2012 STANDARD SQUAREBACK CURB City of Fort Walton Beach SCALE: DRAWING # STANDARD SQUAREBACK CURB Plotted Tuesday, October 18, :03:12 AM - C:\Users\KNITZM~1.FWB\AppData\Local\Temp\A$C24D54B3A.DWG ESM-5.09 Packet Pg. 246

32 CityofFortWaltonBeach EngineeringStandardsManual November2012 STANDARD ROLLBACK CURB & GUTTER City of Fort Walton Beach SCALE: DRAWING # STANDARD ROLLBACK CURB & GUTTER Plotted Tuesday, October 18, :03:12 AM - C:\Users\KNITZM~1.FWB\AppData\Local\Temp\A$C26B9672F.DWG ESM-5.10 Packet Pg. 247

33 CityofFortWaltonBeach EngineeringStandardsManual November PARKINGANDVEHICULARACCESSABILITY 6.01 OffStreetVehicleParking Parking facilities shall be provided for all development within the City unless otherwise noted.thefacilitiesshallbemaintainedaslongastheuseexists.offstreetvehicleparking andaccessdriveaislesshallbesizedinconformancewithfollowingtable: A B C D E AisleWidth StallWidth StallDepth one (feet) (feet) way/two way(feet) Parking Angle (degrees) Minimum Overall DoubleRow (feet) Parallel / / / / Na/ Table6.1OffStreetVehicleParkingDimensionalRequirements 6.02 OffStreetVehicleLoading Thestandardoffstreetloadingspaceshallbeten(10)feetwide,twentyfive(25)feetlong, and provide a minimum clearance of thirteen (13) feet. The City reserves the right to requirelongerspacesdependinguponthetypeandamountofexpectedloadingvehicles. Adequateareashallbeprovidedformaneuvering,ingressandegress BicycleParking Bicycle parking shall be provided for all development within the City unless otherwise noted.thefacilitiesshallbemaintainedaslongastheuseexists.constructionofbicycle parkingshallmeetthefollowingrequirements: a. Eachspaceshallmeasuretwo(2)feetbysix(6)feet. b. Eachlocationshallbeinstalledinapermanentmannertoresistremoval. c. Eachlocationshallnotinterferewithvehicularorpedestrianmovement ParkingLotDesignStandards Parking lots shall be surfaced with gravel, asphalt, concrete, brick pavers or pervious pavers.signageandstripingisrequiredonallparkinglotslocatedwithinthecity.thecity reservestherighttorequireadditionalsignage,paving,orreinforcementdependingupon thetypeandamountofexpectedvehiculartraffic. Packet Pg. 248

34 CityofFortWaltonBeach EngineeringStandardsManual November2012 BICYCLE PARKING City of Fort Walton Beach SCALE: DRAWING # BICYCLE PARKING ESM-6.01 Plotted Tuesday, October 18, :03:12 AM - C:\Users\KNITZM~1.FWB\AppData\Local\Temp\A$C57ED7AE5.DWG Packet Pg. 249

35 CityofFortWaltonBeach EngineeringStandardsManual November SIDEWALKS,MULTIUSEPATHS,ANDDRIVEWAYS 7.01 SidewalkDesignStandards Sidewalksarerequiredonatleastonesideofall Citystreets.AllSidewalksconstructed within the City of Fort Walton Beach shall be constructed of a minimum of 3,000 psi concreteandshallhaveaminimumconcretethicknessoffive(5)inches.sidewalkslocated in state road rightorway shall be in accordance with the Florida Department of Transportation s (FDOT) Standard Specifications for Road and Bridge Construction and FDOT Design Standards, latest edition. The City reserves the right to require a pedestrian/access easement in order to accommodate sidewalks. Construction of City sidewalkshallmeetthefollowingrequirements: d. Subgradeshallbefirmandunyielding. e. Thecrossslopeforallsidewalksshallnotexceed1:50(2%). f. Thelongitudinalslopeshallnotexceed1:12(8.33%),with5feetx5feetlandingsevery 20feet. g. Whenlongitudinalslopesexceed1:12,anADArailingandappropriatelandingsshallbe provided. h. Minimumclearwidtharoundobstaclesshallbe36inches. i. Concreteshallbecuredaminimumof24hoursafterpouring. j. ½inchdeep,tooledcontroljointsshallbeprovidedatadistanceequaltothesidewalk widthorvery5feet,whicheverisless. k. Expansion joints shall be provided at maximum of every fifty (50) feet and where concreteisplacedadjacenttoexistingcurbs,driveways,buildingsandwalkways MultiUsePathDesignStandards TheconstructionofmultiusepathsisencouragedonCitystreetswherebikelanesarenot feasible. Multiuse paths shall be designed and constructed to accommodate both pedestriansandcyclists.multiusepathsconstructedwithinthecityoffortwaltonbeach shall be constructed of a minimum of 3,000 psi concrete. Multiuse paths shall have a minimumconcretethicknessoffive(5)inches.one(1)inchofasphaltmaybeusedasan acceptable alternative to concrete. Construction of City multiuse paths shall conform to thefollowingguidelines: a. Subgradeshallbefirmandunyielding. b. TheminimumwidthforallCitymultiusepathsshallbeeight(8)feetunlessotherwise noted. c. Thecrossslopeforallmultiusepathsshallnotexceed1:50(2%). d. Thelongitudinalslopeshallnotexceed1:12(8.33%),with8feetx8feetlandingsevery 20feet. e. Whenslopesexceed1:12,anADArailingandappropriatelandingsshallbeprovided. f. Minimumclearwidtharoundobstaclesshallbe36inches. g. Concreteshallbecuredaminimumof24hoursafterpouring. h. ½inchdeep,tooledcontroljointsshallbeprovidedatadistanceequaltothemultiuse pathwidthorevery8feet,whicheverisless. i. Expansion joints shall be provided at maximum of every fifty (50) feet and where concreteisplacedadjacenttoexistingcurbs,driveways,buildingsandwalkways. Packet Pg. 250

36 CityofFortWaltonBeach EngineeringStandardsManual November DrivewayDesignStandards AlldrivewaysconstructedwithintheCityofFortWaltonBeachshallbepavedfromtheedgeof pavementtothecityrightofwayline.drivewaysshallbeconstructedofaminimumof3,000 psiconcreteorasphaltpavement.drivewaysshallhaveaminimumthicknessoffive(5)inches for concrete pavements, and a minimum of one and onehalf (1 ½) inches for asphalt pavement. Driveways connecting to state road rightorway shall be in accordance with the Florida Department of Transportation s (FDOT) Standard Specifications for Road and Bridge ConstructionandFDOTDesignStandards,latestedition.TheCityreservestherighttorequire additional paving or reinforcement depending upon the type and amount of expected vehiculartraffic.constructionofcitydrivewaysshallconformtothefollowingguidelines: a. Subgradeshallbefirmandunyielding. b. The maximum width of the driveway shall be twentyfour (24) feet unless the City determinesthatawiderdrivewaywouldprovidesaferaccess. c. FordrivewaysthatintersectCitysidewalk,thecrossslopeofafive(5)footwidesectionis tonotexceed1:50(2%).longitudinalslopenottoexceed1:12(8.33%). d. Concreteshallbecuredaminimumof24hoursafterpouring. e. Expansionjointsshallbeprovidedwhereconcreteisplacedadjacenttotheexistingcurb, driveways,buildingsandwalkways. f. If street has been overlaid into the gutter, match concrete to concrete and asphalt to asphalt. (Thissectionleftintentionallyblank) Packet Pg. 251

37 CityofFortWaltonBeach EngineeringStandardsManual November2012 STANDARD SIDEWALK City of Fort Walton Beach SCALE: DRAWING # STANDARD SIDEWALK Plotted Tuesday, October 18, :03:12 AM - C:\Users\KNITZM~1.FWB\AppData\Local\Temp\A$C014D2153.DWG ESM-7.01 Packet Pg. 252

38 CityofFortWaltonBeach EngineeringStandardsManual November2012 MULTI-USE PATH City of Fort Walton Beach SCALE: DRAWING # MULTI-USE PATH Plotted Tuesday, October 18, :03:12 AM - C:\Users\KNITZM~1.FWB\AppData\Local\Temp\A$C67A8769A.DWG ESM-7.02 Packet Pg. 253

39 CityofFortWaltonBeach EngineeringStandardsManual November2012 STANDARD RESIDENTIAL DRIVEWAY SECTION A-A PLAN VIEW City of Fort Walton Beach SCALE: DRAWING # STANDARD RESIDENTIAL DRIVEWAY Plotted Tuesday, October 18, :03:12 AM - C:\Users\KNITZM~1.FWB\AppData\Local\Temp\A$C11694CE9.DWG ESM-7.03 Packet Pg. 254

40 CityofFortWaltonBeach EngineeringStandardsManual November2012 STANDARD COMMERCIAL DRIVEWAY City of Fort Walton Beach SCALE: DRAWING # STANDARD COMMERCIAL DRIVEWAY Plotted Tuesday, October 18, :03:12 AM - C:\Users\KNITZM~1.FWB\AppData\Local\Temp\A$C6DF853C3.DWG ESM-7.04 Packet Pg. 255

41 CityofFortWaltonBeach EngineeringStandardsManual November2012 STANDARD COMMERCIAL DRIVEWAY WITH SIDEWALK AT BACK OF CURB SECTION A-A PLAN VIEW City of Fort Walton Beach STANDARD COMMERCIAL DRIVEWAY SCALE: DRAWING # WITH SIDEWALK AT BACK OF CURB ESM-7.05 Plotted Tuesday, October 18, :03:12 AM - C:\Users\KNITZM~1.FWB\AppData\Local\Temp\A$C D.DWG Packet Pg. 256

42 CityofFortWaltonBeach EngineeringStandardsManual November2012 STANDARD DRIVEWAY TURNOUT CURB & GUTTER City of Fort Walton Beach SCALE: DRAWING # STANDARD DRIVEWAY TURNOUT CURB & GUTTER ESM-7.06 Packet Pg. 257 Plotted Tuesday, October 18, :03:12 AM - C:\Users\KNITZM~1.FWB\AppData\Local\Temp\A$C075D5449.DWG 14.1.a

43 CityofFortWaltonBeach EngineeringStandardsManual November ROADSIDEAPPENDITURES 8.01 SolidWasteReceptaclePads SolidWasteReceptaclesshallbelocatedinanaccessibleareadeterminedbytheCityofFort WaltonBeach ssanitationdepartment.receptaclepadsconstructedwithinthecityshallbe constructed of a minimum of 3,000 psi concrete and shall be a minimum of six (6) inches thick. Solid waste receptacle pads and enclosures shall conform to the following requirements: a. Subgradeshallbefirmandunyielding. b. Concreteshallbecuredaminimumof24hoursafterpouring. c. Expansionjointsshallbeprovidedwhereconcreteisplacedadjacenttotheexistingcurb, driveways,buildingsandwalkways. d. Allreceptaclesshallbescreenedfromthestreet. e. Gateclearanceforthedumpstertobenolessthan10 6. (Thissectionleftintentionallyblank) Packet Pg. 258

44 CityofFortWaltonBeach EngineeringStandardsManual November2012 STANDARD CONCRETE DUMPSTER PAD City of Fort Walton Beach SCALE: DRAWING # STANDARD CONCRETE DUMPSTER PAD ESM-8.01 Plotted Tuesday, October 18, :03:12 AM - C:\Users\KNITZM~1.FWB\AppData\Local\Temp\A$C645E4042.DWG Packet Pg. 259

45 CityofFortWaltonBeach EngineeringStandardsManual November Utilities 9.01 UtilityEasements All potable water, sanitary sewer, drainage, and reclaimed water system improvements shallbeconstructedwithintherightofway,plattedeasement,dedicatedeasement,oron propertyownedbythecityoffortwaltonbeach.thecityrequiresautilityeasementfor allutilitieslocatedoutsidethecityrightofwaythataretobemaintainedbythecity.all utilityeasementsforcityinfrastructureshallmeetthefollowingrequirements: a. Utilityeasementsonplatsshallbemarkedclearlyandreferencedfromtherightofway and property lines. Dedication of the platted utility easement shall be shown on the platandincludeanyandallrestrictions. b. Incircumstanceswheredeededutilityeasementsarerequired,autilityeasementshall bepreparedbyafloridaregisteredlandsurveyorandshallincludeasketchandlegal description. c. Utilityeasementsshallbeforaspecificpurposeandpermanentinnature. d. No structures or other physical barriers are permitted within the easement unless otherwiseapprovedbythecityoffortwaltonbeach. e. Widthsofutilityeasementsshallbenolessthanthree(3)timesthedepthofthepipe or a minimum of ten (10) feet for potable water, sanitary sewer, drainage and reclaimed water. The City reserves the right to request a larger utility easement depending on the proposed pipe depth, physical constraints, and environmental conditions PotableWater AllpotablewaterlinesconstructedwithintheCityofFortWaltonBeachshallbeinstalled withaminimumverticalcoverofthirty(30)inches.potablewaterlinesshallbelocatedat least ten (10) feet horizontally away from sanitary sewer or reclaimed water or current FDEP standards. Where crossing under sanitary sewer, potable water lines shall have at least eighteen (18) inches of vertical separation. In situations where vertical and/or horizontalclearancesarenotmet,themainshallbeencasedinconcrete.constructionof potable water lines shall meet the following specifications listed below and in Appendix 9A.. a. Pipe: All pipe used for the water distribution system shall be of the PVC (C900) or ductileironvariety. 1. PolyvinylChloridepipeshallmeettherequirementssetforthinAWWAC900 and shall be cell class per ASTM D1784. Plastic pipe and fittings shall bear the seal of the National Sanitation Foundation (NSF) for potable water service. 2. Ductile iron pipe shall meet the requirements set forth in AWWA C150 and C151. b. Fittings:AllfittingsshallbeductileironandmeettherequirementssetforthinAWWA C110, C111, and C153. Fittings shall be complete with gaskets, follower glands, alloy steel tee bolts and hex nuts. Retainer glands shall be made of ductile iron and shall meettherequirementssetforthinastma536.dimensionsoftheglandshallbesuch thatitconformstomechanicaljointrequirementssetforthinawwac111andc153. Packet Pg. 260

46 CityofFortWaltonBeach EngineeringStandardsManual November2012 c. Tracer Wire: Detection wire shall be insulated single strand, solid copper with a minimumof12awg.acontinuouslengthoftracerwireshallbewrappedaroundthe lengthofallnonmetallicpipes. d. ValvesandValveBoxes:Valvesshallbeoftheresilientseattypeandshallconformto the requirements set forth in AWWA C509 and C515. Openings shall be in the counterclockwisedirection.valveboxesshallbecastironandoftheadjustablevariety. Atrafficratedvalveboxshallaccompanyeveryvalve. e. TappingSleevesandTappingValves: 1. Tappingsleevesshallbeofthenonrestrainabletypeandshallhavea177type 304stainlesssteelbody.Allassociatedhardwareshallbestainlesssteel. 2. Tappingvalvesshallbeoftheductileirontypeandmeettherequirementsset forthinawwac509.valvesshallbefullportopeningtoacceptshellcutters andshallbeprovidedwithanalignmentring. f. Corporation Stops: Corporation stops shall be either ground key or ball corporation varietyandshallconformtotherequirementssetforthinawwac800. g. ServiceSaddle:Servicesaddlesshallbedesignedtoprovideadriptightconnectionand madeofacorrosionresistantmaterial.allservicesaddlesshallbefittingwithahigh pressuregasket. h. Fire Hydrants: Fire hydrants shall be manufactured by American Cast Iron Pipe Company. Fire hydrants shall meet the requirements set forth in AWWA C502 and haveathree(3)waynozzlewitha5¼ Valve. i. Services: Water services shall be either of the polyethylene or copper variety. All polyethylenewaterservicesshallmeettherequirementssetforthinawwac901c.all coppertubingshallconformtoastmb8896andbeofthetypek,softvariety. j. Meters: Water meters shall be manufactured by Hersey Meter Company. Water meterssize¾ to2 shallbeofthepositivedisplacementtypeandshallhavedriveby readcapabilities.watermeters4 andaboveshallbeofthecompoundtypeandshall havedrivebycapabilities. k. BackflowPreventionDevices:Allbackflowpreventersshallmeettherequirementsset forth in AWWA C510 and C511.Residential backflows shall be of the in ground dual check type. Commercial backflows shall be of the reduced pressure (RPZ) type. All backflowsshallbelocatedonthecustomersideofthemeterandaretheresponsibility oftheowner SanitarySewer AllsanitarysewercomponentsconstructedwithintheCityofFortWaltonBeachshallbe locatedinthecenteroftheroad.theminimumhorizontalclearancebetweenwaterand sewer lines shall be ten (10) feet minimum or current FDEP standards. The minimum verticalclearancewithawaterlineshallbeeighteen(18)inchesorcurrentfdepstandards. Sewer lines shall be located below the water lines. Construction of sanitary sewer componentsshallmeetthefollowingspecificationslistedbelowandinfigure9.2. a. Pipe:AllpipeusedforthesanitarysewersystemshallbeofthePVC(SDR35)orductile ironvariety. 1. PolyvinylChloridegravitysewerpipeshallbeoftheSDR35typeandmeetthe requirements of cell class per ASTM D1784. Pipe sizes 4 15 shall meettherequirementsofastmd3034.sealsshallmeettherequirementset forthinastmf477. Packet Pg. 261

47 CityofFortWaltonBeach EngineeringStandardsManual November Drainage 2. Ductileironpipeshallbeusedforpressurizedsanitarysewersystemsandmeet therequirementssetforthinastma746.ductileironpipeshallbepushon jointandfittingsshallbesuppliedfromthesamemanufacturer.allpipesshall beprotectedwithacityapprovedcoating. b. Fittings: Fittings for gravity sewer pipe shall be plastic and shall conform to requirementssetforthinastmd2680.fittingsforpressurizedpipeshallbeductileiron andmeettherequirementssetforthinansia21.1. c. Precast Manholes: Precast concrete manhole risers, base sections, and tops shall conformtoastmc478.theminimumcompressivestrengthoftheconcreteshallbe 4,000psi.Castinplacemanholesshallnotbeusedunlesspreviouslyauthorizedbythe City. d. Frames, Covers, and Grates: Manhole frames, covers, and gratings shall comply with ASTM A48/A48M and shall be Class 35 gray iron, or Class 35B ductile iron unless otherwiseindicated.manholesinvehiculartrafficareasshallberatedforh20loading. DrainagecomponentsconstructedwithintheCityofFortWaltonBeachshallbeinstalled withaminimumverticalcoveroftwentyfour(30)inches.theminimumverticalclearance with water and sewer shall be eighteen (18) inches or current FDEP standards. Unless otherwise directed, all stormwater pipe located within the City rightofway shall be reinforcedconcretepipe.alternatematerialmaybeusedoutsidetheofthecityrightof way.theuseofcorrugatedmetalpipefordrainagepurposesisprohibited.constructionof drainagesystemcomponentsshallmeetthefollowingspecificationslistedinappendix9a ReclaimedWater(reservedforfutureuse) 9.06 UtilityAsbuilts Upon completion of utility installation that the City will maintain, the Contractor shall produce and submit signed and sealed record drawings/asbuilts produced by a Florida RegisteredLandSurveyor.Theamountofdetailontherecorddrawingsshallincludebutis not limited to graphic scale, manhole rim and invert elevations, pipe material, pipe size, percentslope,locationofappurtenances,andanyotherinformationdeemednecessaryby thecity.theacceptanceoftherecorddrawingsbythecitydoesnotreleasethecontractor from the liability of the construction. The City reserves the right to verify the record drawings/asbuiltspriortoacceptance. (Thissectionleftintentionallyblank) Packet Pg. 262

48 CityofFortWaltonBeach EngineeringStandardsManual November2012 NUMBERS TO CALL FOR LINE SPOTS AND OTHER UTILITY INFORMATION 48 HOURS BEFORE YOU DIG CALL SUNSHINE STATE ONE CALL City of Fort Walton Beach NUMBERS TO CALL FOR LINE SPOTS SCALE: DRAWING # ESM-9.01 Plotted Tuesday, October 18, :03:12 AM - C:\Users\KNITZM~1.FWB\AppData\Local\Temp\A$C582D6A42.DWG Packet Pg. 263

49 CityofFortWaltonBeach EngineeringStandardsManual November2012 STANDARD UTILITY SECTION Packet Pg. 264 City of Fort Walton Beach SCALE: DRAWING # STANDARD UTILITY SECTION Plotted Tuesday, October 18, :03:12 AM - C:\Users\KNITZM~1.FWB\AppData\Local\Temp\A$C A.DWG ESM a

50 CityofFortWaltonBeach EngineeringStandardsManual November2012 STANDARD UTILITY LOCATIONS Packet Pg. 265 City of Fort Walton Beach SCALE: DRAWING # STANDARD UTILITY LOCATIONS Plotted Tuesday, October 18, :03:12 AM - C:\Users\KNITZM~1.FWB\AppData\Local\Temp\A$C580917D2.DWG ESM a

51 CityofFortWaltonBeach EngineeringStandardsManual November2012 WATER & SEWER MAIN CROSSING/SEPARATION City of Fort Walton Beach WATER & SEWER MAIN SCALE: DRAWING # CROSSING/SEPARATION Plotted Tuesday, October 18, :03:12 AM - C:\Users\KNITZM~1.FWB\AppData\Local\Temp\A$C115562A0.DWG ESM-9.04 Packet Pg. 266

52 CityofFortWaltonBeach EngineeringStandardsManual November2012 TYPICAL RECLAIMED WATER/POTABLE WATER CROSSING City of Fort Walton Beach TYPICAL RECLAIMED SCALE: DRAWING # WATER/POTABLE WATER CROSSING Plotted Tuesday, October 18, :03:12 AM - C:\Users\KNITZM~1.FWB\AppData\Local\Temp\A$C6D24373B.DWG ESM-9.05 Packet Pg. 267

53 CityofFortWaltonBeach EngineeringStandardsManual November2012 CONCRETE ARCH & ENCASEMENT City of Fort Walton Beach CONCRETE ARCH & ENCASEMENT SCALE: DRAWING # ESM-9.06 Plotted Tuesday, October 18, :03:12 AM - C:\Users\KNITZM~1.FWB\AppData\Local\Temp\A$C61684BE2.DWG Packet Pg. 268

54 CityofFortWaltonBeach EngineeringStandardsManual November2012 STANDARD UTILITY PATCH RESTORATION City of Fort Walton Beach STANDARD UTILITY PATCH RESTORATION SCALE: DRAWING # ESM-9.07 Plotted Tuesday, October 18, :03:12 AM - C:\Users\KNITZM~1.FWB\AppData\Local\Temp\A$C0A860B5D.DWG Packet Pg. 269

55 CityofFortWaltonBeach EngineeringStandardsManual November2012 TRENCH - TYPE "A" BEDDING City of Fort Walton Beach TRENCH - TYPE "A" BEDDING SCALE: DRAWING # ESM-9.08 Plotted Tuesday, October 18, :03:12 AM - C:\Users\KNITZM~1.FWB\AppData\Local\Temp\A$C044578F4.DWG Packet Pg. 270

56 CityofFortWaltonBeach EngineeringStandardsManual November2012 TRENCH - TYPE "B" BEDDING City of Fort Walton Beach TRENCH - TYPE "B" BEDDING SCALE: DRAWING # ESM-9.09 Plotted Tuesday, October 18, :03:12 AM - C:\Users\KNITZM~1.FWB\AppData\Local\Temp\A$C7D2F0508.DWG Packet Pg. 271

57 CityofFortWaltonBeach EngineeringStandardsManual November2012 STANDARD THRUST BLOCK City of Fort Walton Beach STANDARD THRUST BLOCK SCALE: DRAWING # ESM-9.10 Plotted Tuesday, October 18, :03:12 AM - C:\Users\KNITZM~1.FWB\AppData\Local\Temp\A$C73D05CB2.DWG Packet Pg. 272

58 CityofFortWaltonBeach EngineeringStandardsManual November2012 GATE VALVE - 12" & SMALLER City of Fort Walton Beach GATE VALVE - 12" & SMALLER SCALE: DRAWING # ESM-9.11 Plotted Tuesday, October 18, :03:12 AM - C:\Users\KNITZM~1.FWB\AppData\Local\Temp\A$C2E693DE9.DWG Packet Pg. 273

59 CityofFortWaltonBeach EngineeringStandardsManual November2012 STANDARD FIRE HYDRANT City of Fort Walton Beach STANDARD FIRE HYDRANT SCALE: DRAWING # ESM-9.12 Plotted Tuesday, October 18, :03:12 AM - C:\Users\KNITZM~1.FWB\AppData\Local\Temp\A$C0E5B6AA6.DWG Packet Pg. 274

60 CityofFortWaltonBeach EngineeringStandardsManual November2012 3/4" - 2" WATER METER INSTALLATION Packet Pg. 275 City of Fort Walton Beach SCALE: DRAWING # 3/4" - 2" WATER METER INSTALLATION Plotted Tuesday, October 18, :03:12 AM - C:\Users\KNITZM~1.FWB\AppData\Local\Temp\A$C46AA39D0.DWG ESM a

61 CityofFortWaltonBeach EngineeringStandardsManual November2012 4" & LARGER WATER METER INSTALLATION Packet Pg. 276 City of Fort Walton Beach SCALE: DRAWING # 4" & LARGER WATER METER INSTALLATION Plotted Tuesday, October 18, :03:12 AM - C:\Users\KNITZM~1.FWB\AppData\Local\Temp\A$C633D0F64.DWG ESM a

62 CityofFortWaltonBeach EngineeringStandardsManual November2012 SANITARY SEWER SERVICE LATERAL City of Fort Walton Beach SANITARY SEWER SERVICE LATERAL SCALE: DRAWING # ESM-9.15 Plotted Tuesday, October 18, :03:12 AM - C:\Users\KNITZM~1.FWB\AppData\Local\Temp\A$C DWG Packet Pg. 277

63 CityofFortWaltonBeach EngineeringStandardsManual November2012 STANDARD SEWER CLEANOUT (SIZE SAME AS MAIN) City of Fort Walton Beach STANDARD SEWER CLEANOUT SCALE: DRAWING # ESM-9.16 Plotted Tuesday, October 18, :03:12 AM - C:\Users\KNITZM~1.FWB\AppData\Local\Temp\A$C6FBE4184.DWG Packet Pg. 278

64 CityofFortWaltonBeach EngineeringStandardsManual November2012 STANDARD SEWER MANHOLE City of Fort Walton Beach STANDARD SEWER MANHOLE SCALE: DRAWING # ESM-9.17 Plotted Tuesday, October 18, :03:12 AM - C:\Users\KNITZM~1.FWB\AppData\Local\Temp\A$C31083A19.DWG Packet Pg. 279

65 CityofFortWaltonBeach EngineeringStandardsManual November2012 STANDARD SEWER MANHOLE WITH DROP CONNECTION City of Fort Walton Beach STANDARD SEWER MANHOLE SCALE: DRAWING # WITH DROP CONNECTION Plotted Tuesday, October 18, :03:12 AM - C:\Users\KNITZM~1.FWB\AppData\Local\Temp\A$C36A14484.DWG ESM-9.18 Packet Pg. 280

66 CityofFortWaltonBeach EngineeringStandardsManual November2012 APPENDIX9A RESERVED Packet Pg. 281