HomeMy WebLinkAboutHanover Hyannis II - 100% IFC Landscape - 3.18.26HANOVERHYANNIS II55 Wilkens LaneHyannis, MA 02630PROJECT:DRAWN:PLOT DATE:1780 S. POST OAK LANEHOUSTON, TX 77056713.267.2100 www.HanoverCo.comSHEETNUMBER:ISSUES AND REVISIONS:04/29/2025 - Schematic Design Set 64306/10/2025 - Design Development Set 03-18-202607/22/2025 - 50% Construction Document / GMP Set 08/19/2025 - Issued for Permit Set10/01/2025 - 90% Construction Document Set11/21/2025 - 100% Conformance Set03/18/2026 - 100% IFCL0.01WBM/AMD/MJ/UCLEGEND AND NOTESMATERIALS1. Landscape Drainage Subcontractor is Responsible for Compliance w/ City Codes and any Other Applicable Governmental Regulations and/or Agencies.2. Landscape Drainage to be Connected to the Storm Sewer Stub-Out at Provided Locations. Field Verify Flow Line (F.L.) of Storm Sewer Stub-Out Prior to Work. ReportDiscrepancies to the Landscape Architect.3. Final Adjustment to Landscape Drainage Grates Shall be Done at the Time of Landscaping.4. All Spot Elevations Shown are Finished Grade On the Surface. It is the Responsibility of the General Contractor and His Subcontractors to Account for Final Paving MaterialThickness When Preparing Sub-Base.5. Specification of Waterproofing for Building Structure Shall be by Building Architect.GRADING & DRAINAGE NOTESEXISTING CONDITIONS & UTILITIES1. Prior to Construction, the General Contractor or Subcontractor Doing the Work Shall Notify All Local Underground Utility Companies to Verify Any Hazards.GENERAL NOTES1.Do Not Scale Drawings.2.The Contractor Shall Verify That the Drawings Are the Latest Issue Prior to Commencing Construction.3.This Drawing Is Not Valid Without the Signature and Seal of the Landscape Architect.4.The Following Drawings and Specifications are an Outline of Minimum Material Requirements and their Applications. Manufacturer Specifications and Local CodeRequirements, When in Excess of Construction Documents, Shall Take Precedence Over the Drawings.5.The Contractor and Subcontractor Shall Comply With all Local City, County, State, and Federal Regulations Regarding the Disposal of Debris Resulting From theCleaning and Grubbing Operation and Illegally Dumped Material.6.Property Obstructions Which are to Remain in Place, Such as Sewers, Trees, Drains, Water, Gas, or Other Utility Pipes, Cables, Lawns, Walks, Pavements andStructures are to be Carefully Protected From Injury and Are Not to be Displaced. Any Damage to These Items Will be Repaired by the Contractor at No Cost to theOwner.7.Standard Clearing and Grubbing Procedures Shall be Used and Shall Consist of the Chipping, Loading for Removal of Undesirable Trees, Shrubs, Timber, Brush,Stumps, Roots, Grass Weeds, Sawdust, Rubbish and Other Obstructions Rising On or Protruding Through the Surface of Existing Ground.8.Any Surplus Excavation Materials Shall be Removed From The Site and Disposed of as Directed by the Contractor at No Cost.9.Contractor Shall Protect All Trees Listed to Remain. Tree Protection Fence Shall be Installed No Closer Than the 50% Critical Root Zone Line of Any Tree toRemain. Fencing Shall be Minimum 6' Height Chain Link with Approved Signage.10.At Construction Issue, These Drawings Represent Landscape Architectural Components in Their Final and Finished State. Construction Procedures, Methods,Safety Precautions or Mechanical Requirements Used to Erect Them Are the Sole Responsibility of the General Contractor or Subcontractor Doing the Work.11.At Each Location Noted on the Sleeving Plan, Provide Sch. 40 PVC Sleeve(s) at Two Feet Below Finish Grade, Extended Two Feet Beyond Edge of Pavement, and"Elled" Up 3 Feet Above Finish Grade Capped, Staked, and Painted Orange.12.Accessibility12.1.Handrails Must be Installed at 2'-10" (34") to 3'-2" (38") Above the Finished Hardscape Surface, 1-1/2" Clear From Walls, with 1-1/4" Minimum Diameter and1-1/2" Maximum Diameter Grip. Surface of Handrails and Adjacent Walls Must be Free of Any Sharp or Abrasive Elements. Edges Must Have a MinimumRadius of 1/8".12.2.Accessible Path of Egress and Travel Shall Have a 6'-8" (80") Minimum Clear Headroom. Where Headroom is Less Than 80" Nominal, a Guardrail or Barrier27" In Height Minimum Above the Finished Floor Shall be Provided.12.3.Accessible Route of Travel Shall Not Have Any Changes In Level Greater Than 1/2".12.4.When More Than One Entrance Is Provided, All Entrances Must Be Accessible.12.5.Cross Slopes of Walkways Shall Not Exceed 1/4" Per 1'-0" (2%).12.6.Stairways and Ramps Shall Have Handrails on Both Sides, as Noted.12.7.Outdoor Ramps, and Their Associated Landings and Approaches, Shall be Designed and Constructed So That Water will Not Accumulate On Walking Surfaces.12.8.The Cross Slope Of Ramps Shall Not Exceed 1/4" Per 1'-0" (2%).13.The Landscape Architect Preparing These Plans Will Not Be Responsible For, or Liable For, Unauthorized Changes To or Uses of These Plans. All Changes to thePlans Must be In Writing and Must Be Approved by the Landscape Architect.14.The Landscape Architect Does Not Show, or Imply In the Drawings, Waterproofing or Dampening For the Building Structure Either Above or Below Grade. All ItemsShown in the Drawings by the Landscape Architect are Assumed to be Over Water-Proofing by Others. If Water-Proofing on Structure Does Not Exist, Stop All Workand Request Supplemental Instructions From the Building Architect of Record.ABBREVIATIONS & SYMBOLSB.C.Bottom of CurbGGutterTYPTypicalSlope Arrow in Directionof Slope12" SQ. C.B. and Grate9" SQ. C.B. and Grate12" SQ. Atrium Grate4" SQ. Brass Inlet4" PVC French Drain6" PVC Drain Pipe4" PVC Drain PipeSleevingStepsRampFlushReference Arrow; DetailLetter / SheetABBREVIATIONS & SYMBOLST.P.: 00.00Top of Pavement ElevationH.P.: 00.00High Point ElevationT.W.: 00.00Top of Wall ElevationT.F.: 00.00Top of Footing ElevationB.W.: 00.00Bottom of Wall ElevationT.G.: 00.00Top of Grate ElevationT.S.: 00.00Top of Step ElevationF.G.: 00.00Finish Grade ElevationS.G.: 00.00Sub-Grade ElevationF.L.: 00.00Flow Line ElevationE.J.Expansion JointC.J.Control JointO.C.On CenterO.C.E.W.On Center Each WayTHK.ThickMIN.MinimumWD.WoodCONC.ConcreteP.L.Property LineCLCenter LineMHMan HoleTTransformerSGSwitch GearBLDG.BuildingRE:ReferenceT.C.Top of CurbP.A.Planting Area4''4''4''4''6''6''6''6''FL4.40LANDSCAPE MATERIALS LEGENDTAGDESCRIPTIONMANUFACTURER / MODELNAME / SIZE / COLOR / REMAR.SPAVING MATERIAL FINISHESConcreteNatural Gray Concrete, Broom Finished,Trowel Borders and Joint Layouts per Details'Concrete Grey' Sikaflex @ Expansion Joints PM-1S<MBOLPorcelainTilePM-3PM-8WALL & COUNTERTOP MATERIALAREASidewalksClubhouse MainEntry / Exit AreasCLUBHOUSEMain EntryPool Deck /Seating AreasConcrete UnitPaversPM-5PM-6Synthetic LawnPool AreaWM-2WM-3WM-1Outside ALLCorridors (Typ.)T.B.D. - Locally SuppliedEdge: Eased Edges (Both Ext. Sides & Inside Fire Surround)Grout: TBDSP-5Courtyard 1Gravel at DogRelief AreasFire Pit,Sign WallTo Be Approved by L.A.Angular 12" - 1.5" Gravel on SurfaceOn Crushed Drainage Base.Name: Oceanic Blue StoneFinish: Sand Blasted and BrushedSize: 24" Lengths x1.75" Thk.Source: ThorntreeMfg: KronosProduct Rep: Thorntree LP(713.690.8200)Tile: Brazillian Slate Oxford White GRIPMatching Interior Tile 'A-T5' - 14" Joints - ALL 2CM ThicknessSize: 34" Thk. x 23 13" x 23 13" - Stacked Pattern Per PlansCaulk/Grout: #382 'Bone' - Custom Bldg. ProductsFirepit CapPM-7Product: Fusion Prizm (NO Air Grid System)SWIMMING POOL MATERIALSManufacturer: Inlays, Inc.(800.426.6873)6" Sq. Tiles - Markers Must be Arabic Numerals atLeast 4" High w/ Contrasting (White) Background.Located Under Each Pool Deck Depth Marker Non-Slip ToeTile (EveryStep)4Ft. SP-1SP-2SP-3PoolPool WaterlineTileSP-4Courtyard 1Depth Marking(In Coping)Markers Shall be Cut / Engraved Into Pool Deck SideOf Tile Coping Prior to Installation4Ft. SP-5Courtyard 1Depth Marking(In WaterlineTile)Courtyard 1American Oleanwww.americanolean.comRow of 2" Sq. TilesColor: Charcoal A33 (3)PoolProduct Rep: Thorntree LP(713.690.8200)Firepit VeneerWM-4Mfg: Belgard, an Old Castle Co.Product Rep: Kathy WalshMobile: (304.533.7512)41 Almeida Rd, Rehoboth, MA 02769Color: Iron BaySize: Melville Plank Pavers w/ 3 Piece Slim MixJoints: Random Joint Offset PatternMortar Set Perimeter on Concrete SubslabMaintain Min. 4" Paver Width at PerimeterProduct Rep: Thorntree LP(713.690.8200)PM-2Drive Aisles& Parking AreasAsphaltLocal ContractorLocally SourcedNatural StonePool CopingDG Gravel OmittedSP-6Pool PlasterSwimming PoolDiamond Brite, Color'Blue Quartz'To Comply w/ City StandardsProduct Rep: Forever LawnContact: Local Rep. T.B.D.CourtyardsBrick to Match BuildingsCaulk / Grout #540 'Truffle' - custombuildingproducts.comSee Details for SizingName: Florim Marble CollectionColor: Marble GrayFinish: Matte SilkSize: Large Format, See DetailsSource: ThorntreeSign Wall TileVeneerSign Wall at EntryDrivePorcelainTile ChessboardPM-4Clubhouse BackLoggia AreaMfg: KronosProduct Rep: Thorntree LP(713.690.8200)Tile: Brazillian Slate Oxford White GRIP and Brazillian Slate Silk Grey GRIP, Chess Board Pattern Tile 'A-T5' & 'Silk Grey' 14" Joints - 2CM ThicknessSize: 34" Thk. x 23 13" x 23 13" - Stacked Pattern Per PlansCaulk/Grout: #165 Delorean Gray - Custom Bldg. Products4UANTIT<S<MBOLBOTANICAL NAMECOMMON NAMEREMAR.SPLANT LIST / LEGENDTREESLARGE / MEDIUM SHRUBSDWARF SHRUBS & GROUNDCOVERTaxus media 'Densiformis'Dense Yew16"-18" Ht. & Sprd. Full1225(N) Quercus albaWhite Oak14'-16' Ht., 8'-10' Sprd., Full Branching, Straight Trunk,Specimen Tree to be Tagged by Land. Arch. Prior to PlantingABBREVIATION26580441064252Large White Oak(N) Quercus albaWhite Oak8'-10' Ht., 5'-6' Sprd., Full Branching, Straight TrunkSmall White OakCarpinus betulus'Fastigata'Pyramidal EuropeanHornbeamLarge Euro Hornbeam18'-20' Ht., 7'-8' Sprd., Tight, columnar. Full branching, clearcentral leader, clear trunk 4' - 4'-6". Specimen Tree to beTagged by Land. Arch. Prior to PlantingPicea glaucaWhite SpruceLarge White SpruceSpecimen. 14'-16' Ht., 5'-6' Sprd., Full Branching, StraightTrunk. To be approved by Land. Arch. Prior to PlantingSmall Sycamore0Large Blue Spruce6Small Blue Spruce17Betula nigraRiver BirchSmall River BirchSpecimen. 12'-14' Ht., 7'-8' Sprd., Multi-Trunk, 3-5 Trunks, 1 12"Per Cane. Full Branching. To be approved by Land. Arch. Priorto Planting8DogwoodSpecimen. 8'-10' Ht., 5'-6' Sprd., Full, Single Trunk, FullBranching. To be approved by Land. Arch. Prior to Planting26(N) Pinus StrobusWhite PineLarge White PineSpecimen. 12'-14' Ht., 7'-8' Sprd., Full, To be approved by Land.Arch. Prior to Planting67Thuja occidentalis 'EmeraldGreen'Emerald GreenArbor.8'-10 Ht., 3'-3 12' Sprd., Full, To be approved by Land. Arch. Priorto PlantingEmerald Green ArborvitaeChamaecyparis obtusa 'GracilisCompacta'False CypressFull Branching, 54"-60" Ht., 3'-4' sprd. To be matchingspecimens tagged by Land. Arch.Compact HinokiFalsecypressTaxus media 'Hicksii'Hicks Yew24"-30" Ht., 15"-18" Sprd., FullHicks YewRhododendron PJMPJM Rhodo.24"-30" Ht. & Sprd., Flowering Variety. To be Approved by Land.Arch.PJM Rhododendron88Rhododendron catawbienseCat Rhodo.24"-30" Ht. & Sprd., Flowering Variety. To be Approved by Land.Arch.Catawba Rhododendron288Juniperus chinensis 'Sea Green'Sea Green20"-22" Ht. 18"-24" Sprd., FullSea Green Juniper26Hydrangea quercifoliaOakleaf Hydrangea30"-36" Ht. & Sprd., FullOakleaf HydrangeaThuja standish x plicataB CherryCherry Tree85(N) Pinus StrobusWhite PineSmall White PineSpecimen. 6'-8' Ht., 3'-4' Sprd., Full, To be approved by Land.Arch. Prior to Planting49Buxus microphylla 'Winter Gem'E. Red CedarWinter Gem Boxwood6030"-36" Ht. & Sprd., FullVariegated Dogwood29(N) Myrica pensylvanicaBayberryBayberry244Juniperus ConfertaShore JuniperShore JuniperDense Yew49288Juniperus horizontalis 'PlumosaCompacta'Andora10"-12"Ht. 15"-18" Sprd., Full'Andora' JuniperJuniperus virginiana 'Grey Owl'Grey Owl16" - 18"Ht. & Sprd., FullGrey Owl Juniper18320Platanus occidentalis'Bloodgood'Sycamore14'-16' Ht., 8'-10' Sprd., Full Branching, Straight Trunk,Specimen Tree to be Tagged by Land. Arch. Prior to PlantingBloodGood SycamoreVar. R. T. DogwoodCornus alba 'Elegantissima'Small Red OakQuercus borealis rubraNorthen Red OakLarge Red Maple(N) Acer RubrumRed maple14'-16' Ht., 8'-10' Sprd., Full Branching, Straight Trunk,Specimen Tree to be Tagged by Land. Arch. Prior to Planting8'-10' Ht., 5'-6' Sprd., Full Branching, Straight TrunkSmall Red MapleRed mapleLindenTilia americanaAmer. Linden / Basswood14'-16' Ht., 8'-10' Sprd., Full Branching, Straight Trunk,Specimen Tree to be Tagged by Land. Arch. Prior to Planting(N) Cornus floridaFlowering Dogwood9Green GiantArbor.(N) Prunus serotinaGreen GiantArborvitae29Thuja occidentalis 'BerckmanGold'Berkman's GoldArbor.5'-6' Ht., Full, 18"-24" Sprd., to be approved by Land. Arch. priorto plantingBerkman Gold Arborvitae(N) Ilex glabra 'shamrock'InkberryShamrock Inkberry20"-22" Ht. 18"-24" Sprd., Full18Fothergilla gardeniiDwf. FothergiaDwf. Fothergilla20"-22" Ht. 18"-24" Sprd., Full39Hydrangea macrophylla'Blushing Bride'Blushing BrideHydrangeaB. B. Hydrangea20"-22" Ht. 18"-24" Sprd., Full(N) Clethra alnifoliaSteeplebushsteeple bush90Echinacea PurpureaConeflowerPurple Coneflower10"-12"Ht. 9"-12" Sprd., Full10"-12"Ht. 9"-12" Sprd., FullHemerocallis var.DaylillyDaylilly8114611378318"-20"Ht., 12"-14" Sprd., Full16"-18" Ht. & Sprd. Full872Hosta 'Big Mama'HostaBig Mama' Hosta51A.W. Dogwood02Globe BoxwoodRAINGARDEN260ServiceberryTupelo/ Nyssa2256MeadowsweetHemlock59Royal Fern18"-20"Ht., 12"-14" Sprd., Full12"Ht. 14"-16" Sprd., Full, Well Rooted8'-10' Ht., 5'-6' Sprd., Full Branching, Straight Trunk(N) Juniperus virginianaSpecimen. 8'-10' Ht., 5'-6' Sprd., Full, Single Trunk, FullBranching. To be approved by Land. Arch. Prior to PlantingSpecimen. 8'-10' Ht., 5'-6' Sprd., Full, Single Trunk, FullBranching. To be approved by Land. Arch. Prior to Planting8'-10' Ht., 5'-6' Sprd., Full Branching, Straight TrunkNyssa sylvaticaTupelo5'-6' Ht., 3'-4' Sprd., Full Branching, Multi-Trunk(N) Amelancier arboreaServiceberry(N) Spiraea latifoliaMeadowsweet18"-20"Ht., 12"-14" Sprd., FullNNNN8'-10 Ht., 3'-3 12' Sprd., Full, To be approved by Land. Arch. Priorto PlantingEastern Red CedarN(N) Acer RubrumNN(N) Viburnum dentatum 'lucidum'Arrowwood Dogwood20"-22" Ht. 18"-24" Sprd., FullNNNLIDLIDLIDLIDLIDLIDLIDLIDLIDLIDLIDLIDLIDFP = Designing Future Honoring Past Plant List,2CL2CL2CL2CL2CLN = Native Plant, LID = Cape Cod Low Impact Design, 2CL = Secondary Conservation ListFPFPNFPFPNFPNFPFPFPFPFPFPFPFPFPFPFPFPFP8'-10' Ht., 5'-6' Sprd., Full Branching, Straight TrunkPlatanus occidentalis'Bloodgood'SycamorePicea pungensL Blue SpruceSpecimen. 14'-16' Ht., 5'-6' Sprd., Full Branching, StraightTrunk. To be approved by Land. Arch. Prior to PlantingSpecimen. 6'-8' Ht., 3'-4' Sprd., Full, To be approved by Land.Arch. Prior to PlantingPicea pungensSM Blue SpruceNN5'-6' Ht., 3'-4' Sprd., Full Branching, Single TrunkTsuga canadensisHemlockOsmunda regalisRoyal Fern18"-20"Ht., 12"-14" Sprd., FullN16" - 18"Ht. & Sprd., FullClethra alnifoliaSweet Pepperbush38S. Pepper16"-18" Ht. & Sprd. FullArctostaphylos uva-ursiBBerryBear Berry12"Ht. 14"-16" Sprd., Full, Well RootedLID79Polystichum acrostichoidesxmas FernChristmas Fern12"Ht. 14"-16" Sprd., Full, Well RootedLIDLIDLIDNLIDNNBuxus microphylla 'Winter Gem'Winter Gem Boxwood201Boxwood16"-18" Ht. & Sprd. Full37703Purple Upright BeechFagus sylvatica 'Red Obelisk'Red Obelisk European Beech24Spartan JuniperJuniperus chinensis 'Spartan'Spartan Juniper77Yakugima Grass---------xxxSq.Ft22S BerryServiceberry Tree(N) Amelanchier canadensisSpecimen. 5'-6' Ht., 3'-4' Sprd., Full, Multi-Trunk, Full Branching.Min. 3 canes. To be approved by Land. Arch. Prior to PlantingNSpecimen. 8'-10' Ht., 3'-4' Sprd., Full, Single Trunk, FullBranching. To be approved by Land. Arch. Prior to Planting5'-6' Ht., Full, 18"-24" Sprd., to be approved by Land. Arch. priorto plantingMicroClover Sod (Black Beauty Blend) Mix by: Sodco, Slocum Rhode Island - No AlternatesTypical Sod Roll InstallationxxxSq.FtNew England Conservation / Wildlife Mix by: New England Wetland Plants - No AlternatesHydroSeed Application ONLYxxxSq.FtRain Garden Biodiversity Mix #180 by: Ernst Conservation Seeds - No AlternatesHydroSeed Application ONLYStone: Oceanic Blustone W/ Slow 'C' Edge. Sandblasted &Brushed FinishSize: 2" Thk. x 23 58" x 13" Running Bond 14" Joints.Acrylic Caulk & Grout: #16 Siltstone by Laticrete Tile: CDC Calacatta Black, Smooth FinishSize: 6" x 24" x 9mm, Cut to EQUAL Size Horizontally.Grout: #60 Dusty Grey by LaticretePorcelainTile Lawn PadsPM-9Clubhouse AreaLawn PadsMfg: KronosProduct Rep: Thorntree LP(713.690.8200)Tile: Brazillian Slate Oxford White GRIP Finish, 14" JointsALL 2CM Thickness Size: 23 13" x 47 13" - LARGE Pads,Pattern Per Plans. Grout: #382 'Bone' - Custom Bldg. ProductsLANDSCAPE ELECTRICAL LEGENDLABELSYMQTYSPECIFICATIONS AND NOTES22PEDESTRIAN POLE LIGHTEnvison PST-3P75-TRI-BZ-UNV atop 16' RSSPole, Max 70w LED07SINGLE SIDED PARKING LOT LIGHTEnvison PST-3P150-TRI-BZ-UNV atop 16' RSSPole, Max 150w LEDNASeeArchBUILDING DOWN-LIGHTWall Mounted Double Flood - WAC (2) 5212- 120VAC - 3000-BZ w/ Wall Mounted Plate31Watt LED08OUTDOOR SPEAKERTIC Industries Inc.Green Outdoor Rated SpeakersModel: TIC GS-5P02GFCI W.P. OUTLET in Firepit AmenitiesHubbell USB Charger Combo Type A&CHoused in a Waterproof Arlington IndustriesCollapsible Clear Cover @ 15" Ht. to Center.350 ft.STRING LIGHTLightcraft E26 Arch Stringlights BK-E26 w/ S14 LEDLamp & Pyramid Bistro Shade3 Spans x 32 Linear Ft. @Clubhouse Firepit3 Spans x 30 Linear Ft. @ Turf AreaN/AWallpack - Type 1 (Building Areas)Refer to Bldg. Elevations & Electrical Plans02Wallpack - Type 2 (Trash Areas)RAB BRISK17FA-2005TRIPLE PARKING LOT LIGHTEnvision ARL3-5P150-TRI-BZ-UNV / ARL35Aatop SSP20, 3 Heads Arranged at 90 Degrees06LEGRAND POWER PEDESTALw/ Area Light, (2) gang, (1) Duplex GFCIReceptacle & (1) 4-Port USB Outlet in Black FinishN/ABUILDING LIGHTRefer to Bldg. Elevations & Electrical PlansN/ABUILDING LIGHTRefer to Bldg. Elevations & Electrical PlansN/ABUILDING LIGHTRefer to Bldg. Elevations & Electrical PlansJBLALBLCLELFLGLDLHEPWPEAEBGS
HANOVERHYANNIS II55 Wilkens LaneHyannis, MA 02630PROJECT:DRAWN:PLOT DATE:1780 S. POST OAK LANEHOUSTON, TX 77056713.267.2100 www.HanoverCo.comSHEETNUMBER:ISSUES AND REVISIONS:04/29/2025 - Schematic Design Set 64306/10/2025 - Design Development Set 03-18-202607/22/2025 - 50% Construction Document / GMP Set 08/19/2025 - Issued for Permit Set10/01/2025 - 90% Construction Document Set11/21/2025 - 100% Conformance Set03/18/2026 - 100% IFCL0.02WBM/AMD/MJ/UCDRAINAGE SPECIFICATIONSMATERIALSSCHEDULE &Part 1: General3.1ExaminationA.Verify That Trench Cut And Excavation Base Is Ready To Receive Work And Excavations, Dimensions, And Elevations Are As IndicatedOn Layout Drawings.B.Perform Excavation.C.Provide Protection For Excavation, If Applicable.3.2PreparationA.Hand Trim Excavations To Required Elevations. Correct Over Excavation With Coarse Aggregate.B.Remove Large Stones Or Other Hard Matter Which Could Damage Piping Or Impede Consistent Backfilling Or Compaction.C.Hand Trench Under Tree Canopies And In Tree Protection Areas. Do Not Cut Tree Roots Larger Than 1” (one Inch) In Diameter.Immediately Report Damage To Trees And Tree Roots To The General Contractor.3.3BeddingA.Excavate Pipe Trench. Hand Trim Excavation For Accurate Placement Of Pipe To Elevations Indicated.B.Place Bedding Material At Trench Bottom.C.Maintain Optimum Moisture Content Of Bedding Material To Attain Required Compaction Density.3.4Installation PipeA.Install Pipe, Fittings, And Accessories In Accordance With [astm D 2321] And Manufacturer's Instructions. Seal Joints Watertight.B.Lay Pipe To Slope Gradients Noted On Layout Drawings; With Maximum Variation From True Slope Of 1/8 Inch In 16 Feet.C.Do Not Displace Or Damage Pipe When Compacting.D.Connect To Storm Sewer.E.French Drains Shall Have A Minimum Bottom Slope Of 1% (1/8” Fall Per 1'-0” Of Linear Run) And Shall Be Limited To 50 Feet In LengthWhere Possible.1.Perforated Portion Of Pipe Shall Be Laid To The Bottom Of The Excavated Trench.2.Perforated Pipe Shall Be Fully Covered With Fabric Drainsock.3.Clean, Graded, Washed Drain Rock ½” To ¾” In Size Shall Be Installed To Cover The Pipe Minimum 3” On All Sides.3.5Installation Of Catch Basins And CleanoutsA.Form Bottom Of Excavation Clean And Smooth To Correct Elevation.B.Establish Elevations And Pipe Inverts For Inlets And Outlets As Indicated.C.Mount Grates And Frames Level To Elevation Indicated.D.Catch Basin Grates In Planting Beds Shall Be Black Atrium Grates.E.Catch Basin Grates In Lawn Areas Shall Be Green Flat Grates.3.6 Installation Of Surface DrainageA.Surface Drainage Consists Of Swales That Carry Runoff From Precipitation And Irrigation To Area Inlets In Designated Locations.B.Surface Drainage Shall Not Carry Runoff Across Walks In Quantities That Will Make The Walks Unfit Or Unsafe For Use.C.Surface Drainage Will Direct Water Away From Structures.D.Surface Drainage Will Not Direct Runoff To Adjacent Properties.E.Swales In Lawn And Gravel Areas Shall Be Graded At A Minimum Of 2% Slope (1/4” Per 1'-0”).3.7Field Quality ControlA.Field Inspection And Testing Performed Under Provisions Of Section 01450.B.Request Inspection Prior To Installation Of Pipe, And Prior To, And Immediately After Placing Cover Over Pipe.C.Remove All Construction Debris From Pipes And Catch Basins And Flush Clean Interior Of All Storm Piping Prior To SubstantialCompletion.D.Replace Any Sections That Are Clogged And/or That Do Not Have Positive Flow To Connection Point.3.8ProtectionA.Protect Finished Work.B.Protect Pipe From Damage Or Displacement Until Backfilling Operation Is In Progress.1.1 SummaryA.Related Documents: Landscape Exhibit B Scope Of Work, Provisions Established In Division 1 General Requirements, and The LandscapeDevelopment Plans Are Collectively Applicable To This Section.B.Section Includes:1.Landscape Storm Sewer Drainage Piping, Fittings And Accessories, And Bedding.2.Connection Of Landscape Storm Water Drainage System To Municipal Storm Sewers Is Shown On Landscape Plans For Reference. Re: CivilDrawings For More Information3.Catch Basins And Grates In Landscape Areas Including Pavement Areas, Except Driveways, As Shown On The Landscape Architects Plans.4.Sub-surface Drainage (french Drains)5.Pottery Drainage6.Surface Drainage Is Shown On Landscape Plans For Reference. Re: Civil Drawings For More Information (swales, And Other Surface Flow)1.2 SubmittalsA.Product Data: Provide Data Indicating Pipe, And Pipe Accessories.B.Manufacturer's Installation Instructions: Indicate Special Procedures Required To Install Products Specified.C.Manufacturer's Certificate: Certify That Products Meet Or Exceed Specified Requirements.1.3 Project Record DocumentsA.Accurately Record Actual Locations Of Pipe Runs, Connections, Catch Basins, Cleanouts, And Invert Elevations.B.Identify And Describe Unexpected Variations To Subsoil Conditions Or Discovery Of Uncharted Utilities.1.4Regulatory RequirementsConform To Applicable Code For Materials And Installation Of The Work Of This Section.1.5Field MeasurementsVerify That Field Measurements And Elevations Are As Indicated.1.6CoordinationCoordinate The Work With Termination Of Storm Sewer Connection Outside Building, Connection To Municipal Storm Sewer Utility Service OrStub-out Connection Provided By General Contractor, And Trenching.1.7Basis For BidsSubcontractor Acknowledges That He Has Thoroughly Examined The Soils Report And Understands The Material Into Which Excavations MustOccur. No Allowance Or Extra Payments Will Be Made For Failure Of Subcontractor To Comprehend Soil Conditions. Furnish Additional Fill MaterialRequired And Included As A Part Of The Work. Include Removal Of Excess Or Objectionable Materials As A Part Of The Work.1.8 NotesSee Civil Sheets For Any Information Not Contained Here-in2.1Landscape Drainage Pipe MaterialsA.Plastic Pipe: Ansi/astm D 2729, Polyvinyl Chloride (pvc) Material; Bell And Spigot Solvent Sealed Joint End.1.4” Sch 40 Shall Be 4” (four Inch) I.d.2.4” Ads Shall Be 4” (four Inch) I.d.3.6” Sch 40 Shall Be 6” (six Inch) I.d.4.6” Ads Shall Be 6” (six Inch) I.d.B.French Drain: Sdr 35 Perforated Pipe W/ Filter Sock2.2Pipe AccessoriesA.Fittings: Same Material As Pipe Molded Or Formed To Suit Pipe Size And End Design, In Required Tee, Bends, Elbows,Cleanouts, Reducers, Traps And Other Configurations Required.B.Filter Fabric: Water Pervious Type, Black Polyolefin Or Polyester.2.3Catch Basins12” Square Plastic Catch Basin1.Nominal Size: 12 X 12 Inch.2.Acceptable Product: NDS #1200, NDS #1203, And NDS #1204 Manufactured By NDS, Phone 1-800-726-19942.4Risers12” Square Catch Basin Riser1.Nominal Size: 12 X 12 X 6 Inch2.Acceptable Product: NDS #1216 Manufactured By NDS, Phone 1-800-726-1994.2.5Catch Basin Grates (re: L2 Series & Plumbing For More Information)A.12” Square - Structural Foam Polyolefin Dome Atrium Grate With UV Inhibitor1.Nominal Size: 12 X 12 X 1 1/82.Acceptable Product: NDS #1290 (black) Manufactured By Nds, Phone 1-800-726-1994. (planter Beds Only)B.12” Square - Structural Foam Polyolefin Flat Grate With UV Inhibitor1.Nominal Size: 12 X 12 X 1 1/82.Acceptable Product: NDS #1212 (green) Manufactured By NDS, Phone 800-726-1994] (lawn Areas Only)C.5” Square-brass Inlet1.Nominal Size 5 X 52.Acceptable Product: NDS #913b Manufactured By NDS, Phone 800-726-1994] (paving Areas And Pool Courtyard Only)D.12” Square - Structural Foam Polyolefin Flat Grate With UV Inhibitor1.Nominal Size: 12 X 12 X 1 1/82.Acceptable Product: NDS #1211 (black) Manufactured By NDS, Phone 800-726-1994] (synthetic Lawn Subsurface Only)Part 3: ExecutionPart 2: Products
HANOVERHYANNIS II55 Wilkens LaneHyannis, MA 02630PROJECT:DRAWN:PLOT DATE:1780 S. POST OAK LANEHOUSTON, TX 77056713.267.2100 www.HanoverCo.comSHEETNUMBER:ISSUES AND REVISIONS:04/29/2025 - Schematic Design Set 64306/10/2025 - Design Development Set 03-18-202607/22/2025 - 50% Construction Document / GMP Set 08/19/2025 - Issued for Permit Set10/01/2025 - 90% Construction Document Set11/21/2025 - 100% Conformance Set03/18/2026 - 100% IFCL0.03WBM/AMD/MJ/UCPLANTING SPECIFICATIONSMATERIALSSCHEDULE &Part 1: General1.1 Related Documents: Landscape Exhibit B Scope Of Work, Provisions Established In Division 1 General Requirements, And The LandscapeDevelopment Plans Are Collectively applicable To This Section.1.2 Related Sections: Landscape Irrigation System & Landscape Drainage System1.3 Section Includes:A.Fine Grading Of Sod Areas And Planting Bed Areas (if Applicable)B.Addition Of Up To 6” Of Soil In All Planting AreasC.Installation Of Planting To Include Trees, Shrubs, Groundcovers, Sod, Hydroseed Mixes, And Seasonal ColorD.Installation Of Plants In PotteryE.Guying, Staking, And Anchoring Of TreesF.Application Of Herbicides And PesticidesG.Installation Of MulchH.Installation Of Boulders (dog Relief) To Be Used Throughout Planting AreasI.Installation Of Benches (general Locations)J.Landscape Maintenance Until 100% Final Acceptance (by Landscape Architect)K.All Necessary Appurtenances As Shown On Landscape Development Plans Described Herein To Achieve The Design Intent1.4 Definitions And AbbreviationsA.cal: CaliperB.ht: HeightC.sprd: SpreadD.gal: GallonE.b&b: Balled And BurlapF.cont: Container1.5 Unit PricesA.Subcontractor To Provide Unit Pricing At Bidding For All Trees, Shrubs, Groundcover, And Turf.1.6 SubmittalsA.Submit Samples Of Each Plant For Landscape Architect's Approval. When Approved, Tag And Maintain As Representative Samples For FinalInstalled Plant Materials. Samples may Be Used To Complete Installation, Provided They Remain Tagged & In Original Or Better ConditionUntil Final Acceptance Of Entire Installation. Photos Are An Acceptable Form Of Submittal Given That The Photo Is Of Good Quality, IncludesMeasuring Pole, And Adequately Displays Entire Plant.B.All Plants On Landscape Development Plans And On The Plant Materials Schedule Located Inside The Landscape Bid Form Must BeIndividually Approved (one Per Species) By the Landscape Architect Prior To Installation.C.Submit For Approval Of Sufficient Representative Quantities Of Topsoil, Soil Preparation Materials, Gravel, Sod, Mulch And Product InformationOn Package Materials And fertilizer. Samples Shall Be Approved By Landscape Architect Before Use On Project.1.7 Substitution Of MaterialsA.The Subcontractor, Before Submitting The Bid, Shall Verify And/or Locate All Materials As Called For In The Plans And Specifications,(including The Called Out Size & Description) And Shall Be Assured Of Their Availability For Use On The Job At This Time Of Installation.B.The Bids Shall Be Based Upon Providing The Specified Materials, Products, Process, Etc., Indicated On The Plans And In The SpecificationsOnly. Unauthorized Substitutions Will Not Be Accepted.C.Substitutions Will Be Permitted Only With The Written Authorization Of The Landscape Architect Of Record. Submit Substitutions With UnitPricing To The Landscape Architect And The Contractor. The Contractor And The Contractor's Field Superintendents Do Not HaveAuthorization To Accept Substitutions During The Bid Process Or During The Installation Process1.8 Product Delivery, Storage, And HandlingA.Deliver Packaged Materials In Containers Showing Weight, Analysis And Name Of Manufacturer. Protect Materials From Deterioration DuringDelivery And While Stored At The Site.B.Protect Plant Material In Transit And At The Site. Material Not Properly Protected And Which Is Damaged Will Be Rejected.C.Plant Materials: Deliver Trees And Shrubs After Preparations For Planting Have Been Completed And Plant Immediately. If Planting IsDelayed More Than 6 Hours After Delivery, Set Trees And Shrubs In Shade, Protect From Weather And Mechanical Damage, And Keep RootsMoist, As Follows: Set Balled Stock On Ground And Cover Ball With Soil, Peat Moss, Or Other Acceptable Material And Do Not RemoveContainer Grown Stock From Containers Until Planting Time.1.9 Job ConditionsA.The Contractor Shall Have The Site Rough Graded To Within Plus Or Minus Two (2) Inches Below Top Of Sidewalks And Curbs In Sod AreasAnd Plus Or Minus Eight (8) Inches Below Finished Floor Elevations Of Adjacent Building.B.The Site Shall Be Clear Of All Construction Debris, Equipment, And Materials Storage Prior To The Start Of The Plant Installation.C.Commencement Of Work Shall Mean Acceptance Of Existing Site Conditions.D.Proceed With And Complete The Landscape Work As Rapidly As Portions Of The Site Become Available, Working Within The SeasonalLimitations For Each Kind Of Landscape Work Required.E.Cooperate With Other Subcontractors And Trades Working In And Adjacent To The Landscape Work Areas.F.Excavation: When Conditions Detrimental To Plant Growth Are Encountered, Such As Rubble Fill, Adverse Drainage Conditions, OrObstructions, Notify Contractor Before Planting.G.Site Utilities: Determine Locations Of Underground Utilities, Especially Site Lighting, And Perform Work In A Manner Which Will Avoid PossibleDamage. Do Not Permit Heavy Equipment Such As Trucks To Damage Utilities. Hand Excavate As Required To Minimize Possibility OfDamage To Underground Utilities. Maintain Grade Stakes Set By Others Until Removal Is Mutually Agreed Upon By All Parties Concerned.Coordinate Work With The Irrigation, Electrical, And Other Trades To Prevent Damage To Underground Piping Or Conduit And SimilarObstruction Work Located In Landscape Areas.H.Protections: Protect Completed Work Or Installed Materials As Needed. Provide Necessary Protections Such As Board Road As Required.Cooperate Fully With Other Trades To Insure A Satisfactory Completion.I.Provide Water, Hoses, Other Watering Equipment And Labor Necessary For The Work.1.10 Pre-construction MeetingA.Upon The Discretion Of The Landscape Architect A Pre-construction Meeting With The Subcontractor Will Take Place On Site, With TheContractor Present, To Discuss The Subcontractors' Scope Of Services And Project Expectations.1.11 WarrantyA.Guarantee Trees, Shrubs, And Groundcovers For One (1) Year After Final Acceptance (determined By Landscape Architect Only). ReplaceDead Materials And Materials Not In Vigorous, Thriving Condition Upon Notification By Contractor. Replace Plants, Including Trees, WhichHave Partially Died Thereby Damaging Shape, Size Or Symmetry.B.Guarantee An Established Dense Lawn Free Of Lumps Or Depressions. Any Part Of The Lawn That Fails To Show Uniform Cover Shall BeReplaced At No Cost.C.Replace Plants With Same Kind And Sizes As Originally Planted, At No Cost To The Contractor. At Direction Of Landscape Architect And TheContractor, Plants May Be Replaced At Start Of Next Year's Planting Or Digging Season. In Such Cases, Remove Dead Plants Immediately.Protect Irrigation System And Any Other Piping, Conduit Or Other Work During Replacement. Repair Any Damage Immediately.D.Guarantee Plants To Be True To Species And Variety Or Cultivar Specified.E.Guarantee Excludes Replacement Of Plants Destroyed By Catastrophic Acts Of Nature.1.12 MaintenanceA.Until 100% Final Acceptance, Maintain Plantings And Trees By Watering, Cultivating, Weeding, Mowing, Edging, Blowing, Controlling PestsAnd Diseases, Cleaning And Replacing As necessary To Keep Landscape In A Vigorous, Healthy Condition. Rake Bed Areas And ReplaceMulch As Required.B.In General, Provide Maintenance As Follows:1.Watering: As Necessary To Promote Growth. Water Will Be Available On Site. Provide Necessary Hoses And Other WateringEquipment Required To Complete Work.2.Watering Trees: Keep Tree Balls Moistened To Depth Of Tree Ball.3.Weeding: Remove Weeds And Foreign Grass Over Plant Areas At Least Once A Week.4.Mowing And Edging: Mow And Edge Newly Planted Lawns When Growth Reaches 2_1/2 Inches. Maintain At This Height.5.Application Of Pesticides In Accordance With Manufacturer's Instructions. Remedy Damage From Use Of Pesticides.6.Trimming And Pruning, Including Removal Of Clippings And Dead Or Broken Branches, And Treatment Of Pruned Areas And OtherWounds.7.Disease Control.8.Maintaining Wrapping, Guys, Turnbuckles, And Stakes. Adjust Tree Staking Materials To Keep All Connections Tight. Repair Or ReplaceAccessories When Required.1.13 AddendaA.The Contractor And The Landscape Architect Reserve The Right To Issue To The Bidders, At Any Time, Addenda Which Upon IssuanceBecome An Inseparable Part Of The Specifications And/or The Plans.B.The Contractor Does Not Have Authority To Issue Addenda That Alter The Plans Or The Specifications Without The Written Authorization OfThe Landscape Architect Of Record.1.14 Questions On Plans And SpecificationsA.Questions Concerning The Plans And Specifications For The Landscape Shall Be Directed To Landscape Architect Of Record:Hanover Landscape ArchitectsLandscape Architect: Bret MontagueLicensed Landscape Architect #1626 MA1780 S. Post OakHouston, Texas 77057Phone (713) 580-1600Email: Bmontague@hanoverco.com2.1 TopsoilA.Fertile Soil Typical For LocalityB.Topsoil Shall Be Free Of Noxious Weeds, Grass Seeds, Construction Debris, And ChemicalsC.Topsoil Shall Have A Ph Value Between 5.5 And 6.5 (unless Otherwise Noted)2.2 General Prepared Soil Mix:A.General Prepared Soil Mix Is For All Areas At Grade Including Pottery.B.General Prepared Soil Shall Be A Mix Of 30% Sharp Sand, 30% Fully Composted Pine Bark Or Rice Hulls, And 40% Topsoil, OrApproved Equal. Sharp Sand Shall Be Clean, Free Of Gravel, No Clay Lumps Larger Than 1 Inch.C.Soil Mix Shall Not Contain Rocks, Gravel, Noxious Weeds, Pathogenic Viruses, Or Chemicals That Can Inhibit Plant Growth.D.Substitutions Shall Be Submitted To The Landscape Architect 45 Days Prior To Delivery To The Site.2.3 General GravelA.Chipped Granite (or Approved Equal), Rock Shall Be 3/4” -1 ½” Diameter Black / Gray In Color.2.4 Plants - GeneralA.A Planting Legend Is Included In The Landscape Development Drawings. Also Included Is A Materials Schedule.B.The Quantities Indicated On The Both The Planting Legend And Materials Schedule Are To Serve As An Aid To Bidding Only. TheSubcontractor Shall Verify The Quantities Necessary To Complete The Job As It Is Drawn On The Landscape Planting Plans.C.Discrepancies Between The Measured Quantity Requirements On The Planting Legend And Those Indicated On The LandscapePlanting Plans Does Not Remove The Obligation Of The Subcontractor To Provide The Proper Quantities For The Desired PlantingEffects As Indicated On The Landscape Planting Plans.D.All Plants Shall Equal Or Exceed The Measurements & Description Specified In The Planting Legend.E.Listed Plant Heights And Widths: From Top Of Root Ball To Nominal Top Of Plant. Plant Height Width Will Not Be Determined BySprouts Beyond Full, Dense Head Of Plant.F.Provide Only Healthy, Vigorous Stock, Grown Under Climatic Conditions Similar To Conditions In The Locality Of The Project And FreeOf Disease, Insects, Eggs, Larvae, And Defects Such As Knots, Sun-scald, Injuries, Abrasions, Wind Damage, Or Disfigurement.2.5 Plants - TreesA.Size Noted On The Planting Legend, Caliper Size Will Refer To Trunk Diameter At 6” Above Root Flair.B.Healthy, Vigorous, Full-branched, Well-shaped, With Undamaged & Straight TrunkC.Balls: Firm, Neat, Slightly Tapered And Well Burlapped. Trees With Loose Or Broken Balls At Time Of Planting Will Be Rejected.D.Trees Will Be Individually Approved By The Landscape Architect.E.Ball Diameter: Minimum 10 Inches For Each 1 Inch Caliper Measured 6 To12 Inches Above Root Ball.F.Containers: Heavy Gage Plastic And Wooden Boxes Only, Unless Noted Otherwise On The Plans And Plant Schedule.2.6 Plants - ShrubsA.Size As Noted On The Planting Legend.B.Nursery Grown, Healthy, Vigorous, And Of Normal Habit Of Growth For The SpeciesC.Container Grown, Or As Noted Landscape Plans And Materials Schedule2.7 Plants - Turf (sod)a.Sod Shall Be 100% Blended Fescue & Rye OR MicroClover - Provided by SODCO Only. No Substitutions. See L6 Layoutb.Green, Actively Growing, With Strong Fibrous Root System, Free Of Weeds, Stones, And Foreign Grasses. Sod Which Is Dormant,Heat Or Drought Stressed Will Not Be Accepted. (if Applicable)c.Cut Sod With A Minimum Of 3/4 Inch Of Soil Covering The Roots.d.Deliver To The Site In Rolls Or Pallets.e.Do Not Allow More Than 24 Hours Between Time Of Cutting And Time Of Delivery.2.8 Plants - Hydroseed (Various Noted Seed Mixes) a. Conduct a soil analysis to consider composition and amendments to be considered. b. Remove all existing vegetation, debris, obstacles, etc. prior to 'scratching' of the soil and localized grading for proper drainage. c. Prepare hydroseeding machine with seed mix, (See L6 Series sheets) NO fertilizer permitted, and mulch/tackifiers. d. Apply as recommended per specific seed mix and water consistently (moist but not soggy) for 30 days.2.9 MulchA.Long, Fibrous Strands Of Shredded Hardwood.B.Bark Chips Or Bark Nuggets Will Not Be Accepted.2.10 Tree Staking, Guying, And Anchoring MaterialsA.Reference Landscape Development Plans For Materials, Layout, And Installation.B.Arborstakes used as Tree Staking - Noted On Plans. Reference Detail L4 Series.2.11 Fertilizers And HerbicidesA.Subcontractor NOT Permitted To Apply Fertilizer After Initial Installation.2.12 Miscellaneous ProductsA.Filter Fabric To Be Mirafi (mirafi140-n)B.Specialty Gravel To Be Per Planting Legend L0.013.1 ExaminationA.Examine Subgrade, Verify Elevations Noted On The Drawings, Observe The Conditions Under Which Work Is To Be Performed, And NotifyContractor Of Unsatisfactory Conditions. Do Not Proceed With The Work Until Unsatisfactory Conditions Have Been Corrected In A MannerAcceptable To The Subcontractor And Contractor.B.Beginning Of Installation Means Acceptance Of Existing Site Conditions.C.Verify Location Of Underground Irrigation Lines And Other Utilities.3.2 Final GradingA.Fine Grading: Subject To Approval By Landscape Architect.B.Remove And Legally Dispose Off Site Stones 1 Inch Or Larger, Sticks, Root Or Other Debris That Is Exposed During This Operation.C.Ensure Positive Drainage Away From Building At Planting Areas Adjacent To The Building.D.Maintain All Slopes To Inlets In Planting Beds And Lawn Areas.E.Finish Grade Shall Meet Existing Grades At Contract Limit And Be No Less Than 1 Inch Below Top Of Curbs And Sidewalks.F.Finish Grade Shall Be A Minimum Of 4 Inches Below Finish Floor Of Adjacent Buildings And 2 Inches Below Private Patios, Unless Noted OtherwiseIn The Plans.3.3 Soil PreparationA.Trees1.Backfill Soil: Unless Otherwise Noted On Drawings, Backfill Tree Planting Pits With Topsoil As Specified Under ProductsB.Shrubs And Groundcovers1.Planting Beds At Grade Shall Receive A Minimum Of 4(+) Inches Of General Prepared Soil Mixture, After Shrubs Are Pit Planted. Top DressWith Snapshot Pre-emergent Herbicide (or Approved Equal) At The Manufacturer's Recommended Rate. After All Plant Material Is Planted,Mulch Beds With (2) Inch Depth Of Shredded Hardwood Mulch.2.Soil Mix And Backfill: 1 Part General Prepared Soil, 1 Part Native Soil Free Of Construction Debris, Chemicals, Road Base, Lime Mixed SoilFrom Road Base, Broken Concrete, Etc.Shrub Beds Without Ground Cover: Pit Planted With Soil Mix Described Above. NO Fertilizer Permitted after Initial Installation.3.Specimen Or Individual Shrubs: Plant In Pits Twice The Diameter And No Deeper Than The Root Ball, Backfill With Soil Mix Described Above.4.Refer To The Plans For Soil Preparation Details, Notes, And Requirements.5.Grade Soil As Indicated On Landscape Grading Plans.C.Turf (sod)1.Rough Grade In Sod Areas Will Be Left 2 Inches Low Prior To Work Of This Section2.Grading And Rolling: Carefully Smooth Surfaces To Receive Sod. Roll Area With A Lawn Roller, One Third Full Of Water, To Expose SoilDepressions Or Surface Irregularities. Subcontractor To Fine Grade With 1 Inch Layer Of Bank Sand.3.4 Tree PlantingA.Location: Refer To Landscape Development Plans For Location Of Trees. Upon Request Of The Landscape Architect, Stake And Label Position OfTrees Before Pits Are Dug. Receive approval From Landscape Architect Before Proceeding.B.General4.Excavate Pit.5.Scarify Sides Of Pit Prior To Planting.6.Center Trees, With Root Flare 1 Inch Above Finish Grade And With Trunk Plumb.7.If Tree Is Balled And Burlapped, Remove Top 1/3 Of Ball Burlap Immediately Prior To Backfilling Pit And Gently Roughen Exposed Soil AroundBall, Being Careful Not To Damage Feeder Roots.C.Size Of Tree Pits: Plant In Pits Twice The Diameter Of The Root Balls And No Deeper Or As Otherwise Detailed On The Drawings. Rest Root BallOn Undisturbed Soil Except Where A Sub_ drainage System Is Indicated. Carefully Settle By Watering To Prevent Air Pockets.D.Maintain Trees In Vertical Position While Backfilling.E.Tree Staking1.Refer To The Plans For Details And Placement Of Stakes.2.Inspect All Attachments Regularly To Evidence Of Girdling Or Other Damage, And Adjusted Before Such Damage Occurs.3.Do Not Place Guy Wires, Cables Or Other Staking Materials Across Paths Or Sidewalks.3.5 Shrub And Groundcover PlantingA.Location: Refer To The Plans For The Location And Spacing Of Shrubs And Ground Covers.B.Place Plants In Position On Bed Areas Or In Individual Pits Before Cans Or Burlap Have Been Removed To Verify Field Layout Matches The Plans.C.Remove Containers Or Top 1/3 Burlap From Balled And Burlapped Plants. Plant Where Located And Approved, Setting Plants With Root Flares AtOr Slightly Above Finish Grade, And Compact Soil carefully Around Each Plant Ball.D.Water Each Plant Thoroughly With Hoses To Eliminate Air Pockets. Carefully Prune Plants To Remove Dead Or Broken Branches And Hand-rakeBed Areas To Smooth, Even Surfaces. Pruned Plants Must Meet Or Exceed The Minimum Specified Size On The Bid Issue Planting LegendE.Landscape Architect Reserves The Right To Interchange Or Shift Locations Of Plants Prior To Planting.F.Do Not Remove Identification Tags Placed On Plants By The Landscape Architect.G.Shrubs Shall Be Planted Minimum Of 12 Inches Away From Buildings, Unless Noted Otherwise On The Plans.H.Finish Grade Of Planting Beds Shall Be A Minimum Of 6 Inches Below Finish Floor Of Adjacent Buildings, 2 Inches Below Private Patios, And HavePositive Drainage Flow Away From Buildings.3.6 Sod PlantingA.Location: Refer To The Landscape Development Plans For Sod Locations.B.Sod Areas Shall Be Free Of All Construction Debris And Fine Graded With Bank Sand Prior To Sod Planting.C.Final Grade Of Sod Shall Meet Existing Grades At Property Lines And Be No Less Than 1 Inch Below Top Of Curbs And Sidewalks.D.Fertilizing: Spread Turf Fertilizer Onto Soil Evenly At Rate Of 10 Pounds Per 1,000 Square Feet Of Lawn Area. Rake In Lightly. Be Sure Soil IsLevel And Smooth Before Laying Sod. Avoid Laying Sod On Dry Soil. Apply Fertilizer No More Than 48 Hours Prior To Laying Sod. Fertilizer ONLYPermitted at Initial Installation, No other Instances permitted.E.Laying Sod1.Moisten Prepared Surface Immediately Prior To Laying Sod.2.Lay Sod Within 24 Hours After Harvesting.3.Lay First Strip Of Sod Slabs Along A Straight Line, Using A String In Irregular Areas.4.Butt Joints Tightly, But Do Not Overlap Edges.5.On Second Strip Stagger End Joints, Running Bond Pattern.6.Use A Sharp Knife To Cut Sod To Fit Curves, Edges, Sprinkler Heads.7.Lay Smooth. Align With Adjoining Grass Areas. Place Top Elevation Of Sod 1/2 Inch Below Adjoining Edging, Paving, And Curbs.F.Watering: Do Not Lay Whole Lawn Before Watering. When A Conveniently Large Area Has Been Sodded, Water Lightly Preventing Drying.Continue To Lay Sod, And Water Until installation Is Complete.G.Rolling Sod: After Laying Sod, Roll Lightly To Eliminate Irregularities And To Form Good Contact Between Sod And Soil. Avoid A Very Heavy RollerOr Excessive Initial Watering Which May cause Roller Marks.H.Replacement: Replace Any Areas Of Grass Not Showing Sufficient Growth At The End Of 3 Weeks Per Original Method Of Application At NoAdditional Cost To Owner.I.Watering: Continue Irrigation Regularly To Keep Soil Evenly Moist Until Active Growth Resumes.3.7 Seasonal ColorA.Planting Areas Designated As Seasonal Or Annual Color Are To Receive 4” Prepared Soil Mix. Landscape Architect To Approve SeasonalSelections Prior To Planting.3.8 MulchingA.After Work Of Planting Has Been Completed And Approved By Landscape Architect Or Contractor, Apply 2 Inch Thickness Of Mulch In And AroundTree Pits And Bed Areas. Do Not Cover Root Flare.B.Do Not Mound-up Mulch At Base Of Trees.3.9 Miscellaneous A. Boulders1.Refer To The Landscape Development Plans For Locations.2.Install Large, Medium, And Small Boulders Per Landscape Construction Details3.Landscape Architect Will Be On Site To Aid In Exact Locations Of Boulders.B.Gravel Areas1.Install Gravel Areas Per Details In Conjunction With Tree Installation. C. Stepping Stones1.Install Stone Pads Per Landscape Construction Details3.10 MaintenanceA.The Subcontractor Shall Maintain The Landscape Until 100% Final Acceptance By The Landscape Architect.B.Project Will Not Be Turned Over In Phases. Maintenance To Be Continuous Until Installation Is Complete On Entire Project.C.Maintenance Shall Be As Described In 1.12 Of This Section.3.11 Clean UpA.During Work, Keep Premises Neat And Orderly Including Organization Of Storage Areas. Remove Trash, Including Debris Resulting From RemovingWeeds Or Rocks From Planting Areas, Preparing Beds, Or Planting Plants, From Site Daily As Work Progresses. Keep Walk And Driveway AreasClean By Sweeping Or Hosing.3.12 Final AcceptanceA.Upon Completion Of The Work, Request Final Acceptance By Landscape Architect. Areas That Are Not Acceptable At This Time Continue UnderMaintenance Until Final Acceptance Is Given By The Landscape Architect.B.When All Items Meet The Satisfaction Of The Landscape Architect, The Landscape Architect Will Issue A Letter Of Completion And Final AcceptanceTo The Contractor And Subcontractor.Part 3: ExecutionPart 2: Products
HANOVERHYANNIS II55 Wilkens LaneHyannis, MA 02630PROJECT:DRAWN:PLOT DATE:1780 S. POST OAK LANEHOUSTON, TX 77056713.267.2100 www.HanoverCo.comSHEETNUMBER:ISSUES AND REVISIONS:04/29/2025 - Schematic Design Set 64306/10/2025 - Design Development Set 03-18-202607/22/2025 - 50% Construction Document / GMP Set 08/19/2025 - Issued for Permit Set10/01/2025 - 90% Construction Document Set11/21/2025 - 100% Conformance Set03/18/2026 - 100% IFCL0.04WBM/AMD/MJ/UCIRRIGATION SPECIFICATIONSMATERIALSSCHEDULE &1.1 SummaryA.This Section Covers A Complete Irrigation System To Provide 100% Coverage For All Lawn And Planting Areas AsShown On The Landscape Architect's Landscape Development Drawings.B.Related Documents: Landscape Exhibit B Scope Of Work, Provisions Established In Division 1 GeneralRequirements, And The Landscape Development Plans Are Collectively Applicable To This Section.C.Section Includes:1.Two-wire Decoder-based Control System2.Pipe And Fittings.3.Sprinkler Heads.4.Control System(s) And Connection To Electrical Supply.5.Trenching, Installation Of System, And Connection To Water Source; Testing And Backfilling.6.Provision Of Water Meter Connection To Service Source.7.Automatic Rain/freeze Sensor Or Complete Weather Station8.Installation Of Sleeves Under All Paving9.Boring Under Sidewalks 6'-0” In Width And LessD.This Section Does Not Include The Installation Of A Backflow Prevention Device (rpz). The Backflow PreventionDevice Will Be Provided By The Contractor; Irrigation Backflow Spec. Per Drawings (l5 Series)1.2 Quality AssuranceA.Irrigation System Shall Provide 100% Coverage Of All Irrigated Areas Shown On The Plans.B.Substutions: Provide Plan OfC.Testing: Perform Required Final Testing Under Observation Of Landscape Architect At The Request And ScheduledTime Of The Landscape Architect Or Contractor.1.3 SubmittalsA.Product Data: Submit Copies Of Manufacturer's Specifications And Technical Literature For Each Product ProposedFor Use.B.Project Record Documents1.Locate By Written Dimension, Routing Of Mainline Piping, Remote Control Valves And Quick CouplingValves/hydrants.2.When Work Is Complete, Transpose Changes To As-built Notes/records.C.Shop Drawings (if Layout / Design Is Different Than Provided Irrigation Plans): Indicate Piping Layout To WaterSource, Location Of Sleeves Under Pavement, Location And Coverage Of Sprinkler Heads, Components, Plant AndLandscaping Features, Site Structures, Schedule Of Fittings To Be Used.D.Submit Two (2) Sets Of As-built Prints To The Landscape Architect Upon Final Acceptance Of Work. As-builtDrawings Shall Show The Location Of Automatic Controllers, Rain Sensor Stations, Main Line Location, Valves, AndAll Other Irrigation Equipment Marked In Color Coded And Scaled Drawings / Documents. Dimensions ToEquipment Shall Be Shown To The Nearest Building And/or Permanent Object Such As Sidewalk, Curb, AncillaryStructure. As-builts Should Also Include (2) 8 12 X 11 Laminated Zone Descriptions (i.e Coverage Area/location, TypeOf Heads - Spray Heads/bubblers, Run Time, Etc.).1.4 CoordinationA.Coordinate Installation Of Sprinkler System With Work Of Other Trades.B.Coordinate To Ensure That Irrigation Sleeves And Electrical Power Source Is In Place.C.Avoid Installing Irrigation Pipes In Proposed Locations Of Large Plant Material Such As Trees And Large Box Shrubs.1.5 Operation And Maintenance DataA.Provide Instructions For Operation And Maintenance Of System And Controls, Seasonal Activation And Shutdown,And Manufacturer's Parts Catalog.B.Provide Schedule Indicating Length Of Time Each Valve Is Required To Be Open To Provide A Determined AmountOf Water.C.Provide Training Course To Owner's Appointed Maintenance Personnel.1.6 Regulatory RequirementsA.Conform To Local And State Plumbing Code For Piping And Component Requirements.B.Provide Certificate Of Compliance From Authorities Having Jurisdiction Of Products In System.1.7 DefinitionsA.Sprinkler Mains: Sprinkler Mains Are Those Portions Of Piping From Water Source To Operating Valves. ThesePortions Of Piping Are Under Constant Pressure, And, Being Closed Sections, Are Subject To Surges. HydrantLines And Quick Coupling Valves Are Considered Parts Of Sprinkler Mains.B.Lateral Piping: Lateral Piping Consists Of Portions Of Piping From Operating Valves To Sprinkler Heads. ThesePortions Of Piping Are Not Under Constant Pressure And Are Not Subject To Surges, Being "open End" Portions OfThe Sprinkler System.1.8 Extra StockA.Provide The Following Extra Stock Items:1.Two Sprinkler Heads Of Each Type And Size.2.Two Valve Keys For Manual Valves.3.Two Keys For The Valve Markers.4.Two Wrenches For Each Type Of Head Core And For Removing And Installing Each Type Of Head.1.9WarrantyA.Provide System Warranty, Including Cleaning And Adjustment Of Heads, Raising And Lowering Of Sprinkler HeadsTo Compensate For Shrub Growth, For One Year After Acceptance.B.Limit Guarantee To Repair And Replacement Of Defective Materials Or Workmanship, Including Repair Of BackfillSettlement.2.1 ManufacturersA.Acceptable Manufacturers: Subject To Compliance With Requirements Herein, Provide Products From One OfThe Following:1.Buckner, Inc., Fresno. Ca.2.Hunter Industries, Inc., San Marcos, Ca.3.Rainbird Sprinkler Manufacturing Corp., Glendora, Ca.4.The Toro Company, Riverside, Ca.5.Watts Regulator Co., N. Andover, Ma.6.Weather-matic Div., Telsco Industries, Dallas, Tx.7.Wilkins Operation/zurn Industries, Paso Robles, Ca.8.Nds, Lindsay, Ca (valve Boxes And Meter Boxes Only)A.Substitutions: To Be Approved By Landscape Architect2.1 Materials - GeneralA.Polyvinyl Chloride Pipe (pvc): Pvc Pipe Manufactured In Accordance With Standards Noted Herein.1.Constant Pressure Pipes Exceeding Two (inches) O.d.: B. Marking And Identification: Continuously And Permanently Marked With The Following Information:1)Class 315 Sdr21 Number.2)Astm D 2241 Standard Number3)Nsf (national Sanitation Foundation) Seal.2.Constant Pressure Pipes Less Than Two (inches) O.d.: C.Marking And Identification: Continuously And Permanently Marked With The Following Information:1)Schedule 40 Number2)Astm D 2241 Standard Number3)Nsf (national Sanitation Foundation) Seal.3.Lateral Pipes: D. Marking And Identification: Continuously And Permanently Marked With The Following Information:1)Class 200 Sdr 21 Number.2)Astm D 2241 Standard Number.3)Nsf (national Sanitation Foundation) Seal.4.Pvc Pipe Fitting: Astm D 2464 And D 2466, Of The Same Materials As Pvc Pipe Specified And CompatibleWith Pvc Pipe Provided.5.Two-wire Decoders, Controllers, Maxi-cables, Sensors, And Surge Protectors. E. Flexible Pe Plastic Pipe:1.Flexible Pe Plastic Pipe Shall Be Virgin Polyethylene (pe) 2306, Pe3306, Pe3406 Class 125 Or Greater AsRequired To Meet Or Exceed The Pressure Requirements Of The System2.Flexible Pe Plastic Pipe Fittings Shall Be Insert Or Compression Type Designed For Use With Pe Pipe,Recommended For The Specified Use By The Manufacturer, And Pressure Rated To Meet The SystemRequirements. F. Solvent Cement: Astm D 2564 For Pvc Pipe And Fittings. G. Copper Tubing: Seamless, Type 'k' Hard Drawn, Astm B 88. H. Copper Piping: Hard, Straight Lengths Of Domestic Manufacture Only, Astm B 88, Type 'k'. No Copper Tube OfForeign Extrusion, Or So_called Irrigation Tubing (thin Wall) Allowed. I. Copper Pipe Fittings: Cast Brass Or Wrought Copper, Sweat_solder Type. J. Wire: 14 Gage, Single Copper Strand Minimum. Type Uf With 1/64 Inches Insulation. Underwriters Laboratory (ul)Approved For Direct Underground Burial When Used In A National Electric Code Class Ii Circuit (30 Volts Ac OrLess). K. Swing Joints: O_ring Seal Type1.Acceptable Product: Lasco. L. Valve Boxes And Meter Boxes1.Acceptable Manufacturer: Nds2.Size: As Required2.2 Specified ProductsA.Irrigation Drawing, L5.0 Site Plan (Performance Plan) Construction Documents.3.1 Pre-installation InspectionA.Inspect Areas And Conditions Under Which Irrigation Sprinkler System Is To Be Installed.B.Verify Location Of Existing Utilities And That They Are Ready For Use.C.Notify Contractor In Writing Of Conditions Detrimental To Proper And Timely Completion Of Work.D.Do Not Proceed Until Conditions Are Satisfactory.3.2 PreparationA.Layout And Stake Locations Of System Components Prior To Trenching. Route Piping To Avoid Existing Tree's Drip Zones, Proposed Plant Locations And Structures. Verify 100% Coverage.B.Protect Landscaping, Existing Trees, And Other Features Remaining As Final Work.C.Coordinate Work Which Is Embedded In Concrete Or Masonry, Routed Under Paved Areas According To Underground Irrigation Sleeves.D.Provide Timely Delivery And Installation At Job Site.3.3 TrenchingA.Trench For Sprinkler System To Provide Proper Grades And Slopes To Drain Points. Provide Minimum Of 24 Inch Coverage Over Piping On Pressure Side Of Control Valves And 18 Inches Coverage Over Piping OnNon_pressure Side Of Control Valves.B.Keep Trenches Free Of Debris, Material, Or Obstructions That May Damage Pipe.C.Leave Trench Bottoms Smooth So Pipe Will Lay Flat Or Provide Bedding Sand In Trench To Support Full Length Of Pipe.D.When Installing Multiple Pipes In Trenches, Make Trenches Wide Enough To Allow 6 Inches Between Parallel Lines.E.Only Hand-dug Trenches Will Be Permitted Within Tree Protection Areas And Under The Drip Zone (tree Canopy) Of Existing Trees. Cutting Of Roots Larger Than 1” Diameter Will Not Be Permitted.F.At Times, It May Be Necessary For The Subcontractor To Bore Underneath Existing Sidewalks, Driveways, Or Private Roads. Drilling Pits Shall Be Kept A Minimum Of 2 Ft. Away From The Edge Of The Pavement.Excessive Use Of Water For Drilling That Will Soften The Sub-grade Or Undermine The Pavement Is Not Permitted. Damages To The Existing Pavement Will Be Charged To The Sub-contractor.3.4 SleevingA.Irrigation Piping Under Paved Areas Greater Than Four (4) Feet In Width Shall Be Installed Within Schedule 40 Pipe Used As A Sleeve.B.Sleeves Shall Be Minimum Four (4) Inch Diameter, Unless Noted Otherwise On The Plans.C.Sleeves To Extend Twenty-four (24) Inches Beyond Edge Of Pavement, Elled Up With A Twenty-four (24) Inch Extension Above Grade, And Painted Bright Orange.3.5 InstallationA.General1.Perform Work Only In The Presence Of A Licensed Irrigator.2.Design Pressure: System To Be Installed With Adequate Pressure To Meet Performance Requirements. Take Pressure Reading Prior To Beginning Construction. If The Pressure Reading Is Less Than Needed, NotifyContractor.3.Do Not Install System As Shown On Drawings When It Is Obvious In The Field That Obstructions, Grade Differences Or Discrepancies In Equipment Usage, Area Dimensions, Or Static Water Pressure Exist That MightNot Have Been Considered In The Design. Bring Obstructions Or Differences To The Attention Of The Contractor. In The Event This Notification Is Not Performed, Sub-contractor Assumes Full Responsibility For AnyRevision Necessary.4.Piping Layout: Piping Layout On Plan Is Diagrammatic. 5. Route Pipes To Avoid Proposed Location Of Large Landscape Items. 6. If Landscape Material Is Installed Prior To Irrigation, Route The Piping Around Trees And Shrubs In Such A Manner To Avoid Damage To Plantings. Do Not Dig Within Balls Of Newly Planted Trees And Shrubs. 7. Under Existing Trees, Hand Excavate Whenever Possible To Avoid Cutting Of Roots Greater Than 1 Inch Diameter, During Construction. 8. Install Pipe, Valves, Controls, And Outlets In Accordance With Manufacturer's Instructions. B. Pipe Installations 1. Sprinkler Mains: Install In Trenches Minimum One And One Half (1 ½) Times Larger Than The Diameter Of The Pipe With A Minimum 24 Inches Cover. Lateral Piping: Install In Minimum 4 Inch Wide Trenches Deep Enough To Allow For Installation Of Sprinkler Heads And Valves, But In No Case With Less Than 18 Inches Cover. Main Line Is To Be 100% Looped Around Perimeter Of Site Unless Otherwise Approved In Writing By Landscape Architect. 2. Provide Firm, Uniform Bearing In Trenches For Entire Length Of Each Pipe To Prevent Uneven Settlement. Wedging Or Blocking Of Pipe Is Not Permitted. Remove Foreign Matter And Dirt From Inside Of Pipes Befor Welding, And Keep Inside Of Piping Clear During And After Layout Of Pipes. 3. Provide For Thermal Movement. 4. Pipe Shall Not Be Installed When Air Temperature Is Below 40 Degrees Fahrenheit.5.Pipe Joints Shall Be Allowed To Set For Twenty-four (24) Hours Before Pressure Is Applied To The Irrigation System.6.Backfill: Hand_tamp And Water_jet To Prevent Settling. Hand Rake Trenches And Adjoining Areas To Leave Grade In A Good Or Better Condition Than Before Installation. Backfill Trench And Compact. Protect PipingFrom Displacement. C. PVC Pipe And Fittings Assembly1.Solvent: Use Solvent And Procedures Recommended By Manufacturer To Make Solvent_welded Joints. Thoroughly Clean Pipe And Fittings Of Dirt, Dust And Moisture Before Applying Solvent.2.PVC To Metal Connections: Work Metal Connections First. Use A Non_hardening Pipe Dope On Threaded PVC To Metal Joints. Use Only Light Wrench Pressure. D. Acceptable Product: Permatex No. 2.3.Threaded PVC Connections: Where Required, Use Threaded PVC Adapters Into Which Pipe May Be Welded. E. Copper Pipe And Fittings Assembly1.Clean Pipe And Fittings Thoroughly And Buff Connections With Sand Paper To Remove Residue From Pipe.2.Flux Pipe And Fitting And Solder Connection Using 50_ 50 Soft Solid Core Solder. F. Valves1.Electric Valves 2. Provide Valves In Accordance With Materials List 3. Provide Separate Valves For Seasonal / Annual Color Areas (grouping When Similar Pots Are In Close Proximity) 4. Provide Valves In A Level Position In Accordance With Manufacturer's Specifications. 5. Provide Plastic Valve Box As Required, Centered Over Valve, Flush With Finish Grade. Provide Valve Box Extensions As Required. G. Quick Coupling Valves 1. Quick Coupling Valves Shall Be Set In Valve Boxes Approximately 12" From Walks, Curbs, Header Boards Or Paved Areas Where Applicable. Vertical Positioning Of Quick Coupling Valves Shall Be Such That The Top Of The Valve Box Will Be Flush With The Settled Finish Grade As Determined After The Turf Is Established And 3" Above Grade In Ground Cover Areas. 2. Quick Coupling Valves Shall Be Placed Around Perimeter Of Site Per The L5 Series Of Drawings. Quick Coupler Valves will be located within Approximately 200' of all Planter bed areas. H. Hose Bib Connections At Trash Compactor Enclosure Responsibility Of Landscape Contractor. These Connections Should Be Valved Seperately. 1. Manual Valve (main Shut-off Valve) 2. Minimum Of One (1) Main Shut-off Valve Is Required At The Point Of Connection. I. Valve Boxes 1. Valve Boxes Shall Be Set Flush With Finish Grade. 2. Excavation Hole For Valve Box Shall Be Filled With Minimum Two (2) Inches Depth Of Pea Gravel Prior To Installation Of Valve Box. J. Sprinklers2.General: Provide In Accordance With Materials List. Revise Nozzle Degree And Trajectory If Wind Conditions Affect Coverage. Set Pop_up Heads Flush With Finish Grade.3.Shrub Heads: Provide Spray Heads On Plastic Pipe Risers Attached To Lateral Piping With Flexible, Schedule 80 Pvc Nipples, Sufficiently High To Water Over Shrubs And Plants When They Have Reached TheirUltimate Growth, Or As Otherwise Directed By Contractor. Firmly Tamp Soil Around Plastic Riser.4.The Distance Between Sprinkler Heads Shall Not Exceed That Which Specified By Manufacturer. Shrub Sprinklers Shall Be Positioned To Throw Water Away From The Building, Wood Fencing, And Other Structures.5.Sprinkler Heads Shall Not Throw Water Over Or On Sidewalks, On Driveways Or Other Paved Areas, Against Walls Or Fences.6.Sprinkler Heads Shall Be Pressure Compensating To Prevent The Atomization Of The Irrigation Water. The Subcontractor At No Expense To The Contractor Shall Replace Heads That Create Atomization.7.Bubbler Sprinklers Shall Be Installed At All Tree Locations. Bubblers Shall Be Mounted Above Grade, But Kept Low So They Do Not Distract From The Landscaping.8.All Drip Tubing to be Approved prior to installation. EACH drip Zone to include an Active 'Indicator' showing when the drip tubing zone is in 'Use'. K. Wiring1.Provide Wire From Automatic Sprinkler Controls To Valves. No Conduit Required For U.l. Wire, Except Under Pavement, Unless Otherwise Approved In Writing By Licensed Electrician.2.Make Wire Connections With Waterproof Connectors According To Manufacturer's Recommendations, And Only In Approved Value Boxes.3.Two-wire Decoders, Controllers, Maxi-cables, Sensors, And Surge Protectors Are To Be Used For Ease Of In The Field Revisions And Possible Additional Irrigation Zones.4.Install Control Wiring. Provide 10 Inch Expansion Coil At Each Valve To Which Controls Are Connected, And At 100 Foot Intervals. Bury Wire Beside Pipe. L. Automatic Rain / Freeze Sensor1.Provide And Install Per Manufacturer's Recommendations2.Locate With Approval Of Landscape Architect M. Automatic Sprinkler Controllers1.Provide And Install Per Manufacturer's Recommendations.2.Locate Per Plans And With Approval Of Landscape Architect.3.Complete Controller Connection To Power Supply In Pvc Conduit In Accordance With Local Electrical Codes With Watertight Fittings.4.The Controller Shall Be Hard-wired, Not Connected To A Gfci Outlet, If Allowed By Local Code.5.Provide Lightning Protection (ground Rod And Wire) To Nearest Available Ground Location.3.6 Testing A. Prior To Backfilling, Test Mains For A Period Of 4 Hours. If Leaks Or Pressure Drops Occur, Correct Defect And Repeat Test. B. Minimum Test Pressure Shall Be 100 Pounds Per Square Inch. C. An 'in-use' Indicator Should Be Installed With Each Drip Irrigation Zone - This Will Be Used During Inspection Walks.3.7 Final Adjustment A. After Installation Is Complete, Make Final Adjustment Of Sprinkler System Preparatory To Contractor's Final Inspection. B. Completely Flush System To Remove Debris From Lines By Removing Nozzles From Heads On Ends Of Lines And Operating System. C. Adjust Sprinklers For Proper Operation And Proper Alignment For Direction Of Throw. D. Adjust Each Section Of Spray Heads For Operating Pressure And Balance To Other Sections By Use Of Flow Adjustment On Top Of Each Valve. E. Adjust Nozzling For Proper Coverage. Prevailing Wind Conditions Or Slopes May Indicate That Arc Of Angle Or Trajectory Of Spray Should Be Other Than Installed. Change Nozzles To Provide Correct Coverage.3.8 Clean-up A. Keep Premises Clean And Neat. B. Replace And/or Repair Plant Material, Structures, And Installations By Others, Damaged By Work Of This Section.3.9 System Demonstration A. Instruct Owner's Personnel In Operation And Maintenance Of System Including Adjusting Of Sprinkler Heads. Use Operation And Maintenance Material As Basis For Demonstration.3.10 Acceptance A. Upon Completion Of The Work, Request Final Acceptance By The Landscape Architect. Areas That Are Not Acceptable Will Continue Under Subcontractor's Maintenance Until Final Acceptance Is Given By Land. Architect. B. Upon Final Acceptance, The Subcontractor Shall Supply The Landscape Architect With As-built Drawings In Compliance With 1.3.d Of This Section.Part 3: ExecutionPart 1: GeneralPart 2: Products
HANOVERHYANNIS II55 Wilkens LaneHyannis, MA 02630PROJECT:DRAWN:PLOT DATE:1780 S. POST OAK LANEHOUSTON, TX 77056713.267.2100 www.HanoverCo.comSHEETNUMBER:ISSUES AND REVISIONS:04/29/2025 - Schematic Design Set 64306/10/2025 - Design Development Set 03-18-202607/22/2025 - 50% Construction Document / GMP Set 08/19/2025 - Issued for Permit Set10/01/2025 - 90% Construction Document Set11/21/2025 - 100% Conformance Set03/18/2026 - 100% IFCL0.05WBM/AMD/MJ/UCSPECIFICATIONSSWIMMING POOLMATERIALSSCHEDULE &Part 1: General1.1 SummaryA.Subcontractor Shall Furnish And Install The Following:1.Swimming Pool With Two In-wall Ladders And One Custom Handrail, Steps With One Custom Handrail (hereinafter The “pool”) Located In ResidentCourtyard With Gunite Shell And Maximum Depth Of 4'-6” As Shown On The Plans, As Specified Herein And As Needed For A Complete And ProperTurnkey Installation.1.2Scope Of WorkA.This Scope Of Work Is Intended To Define, But Not Limit, The Scope Of Work To Be Performed.B.The Scope Of Work Includes But Is Not Limited To Providing All Labor, Supervision, Materials, Supplies, Accessories, Hardware, Fasteners, Anchorage,Rigging, Scaffolding, Erection Drawings, Templates, Samples, Product Data, Equipment, Equipment Repair, Fuel, Tools, Taxes, Insurance, Packaging,Trucking, Freight, Delivery, Taxes, Licenses, Permits, Fees, Layout, Engineering, Insurance, Warranties, And Related Necessities For A Complete And ProperTurnkey Installation Of The Work Specified Including All Schedules And Exhibits Attached Hereto.C.The Work Specified Includes, But Is Not Limited To The Following:1.Finalize Design Of The Pool According To The Design Intent Of The Landscape Architect's Plans. Preliminary Design Review With The City, CodeVariation Submittals, Engineered Stamped Drawings And Permit Acquisition Will Be Part Of This Scope.2.n/a3.Construction Of The Pool.4.Ceramic / Glass Waterline, Toe And Any Other Pool Tile Shown On The Plans.5.Plaster / Finish Of The Pool.6.Installation Of Pool Coping. Coping Provided By Contractor Fob Jobsite.7.Furnish And Install All Pool Equipment, Drains, Pumps, And Filters.8.Furnish And Install Custom Stainless Steel Step And Ladder Handrails At Pool.9.Furnish And Install Sand-blasted Depth And No Diving Markers Within Top Of Pool Coping.10.Furnish And Install (1) 400,000 Btu Gas Pool Heater.verify Size With Plumber.11.Furnish And Install Temporary Pool Signage.12.Furnish And Install (1) Ada Compliant Handicap Lift (including Sleeve). Provide Aspen Bp350 Or Approved Equal.13.Furnish And Install A Pentair Easytouch Controller That Operates All Pool Functions Including Recirculation Pumps and Pool Lights.14.Furnish And Install Any Other Equipment, Plumbing, Filtration, Lighting Or Any Other Item As Shown Or Implied On The Landscape Architect's Plans.15.Provide Conditioned Water For Initial Filling Of The Pool.16.Provide And Install All Required Safety Equipment (life Ring, Body Hook, Etc.) At Pool17.Start Up And First Thirty (30) Days Of Maintenance Of The Pool After Final Acceptance By Landscape Architect.1.3SubmittalsA.Supplier Shall Submit Three (3) Copies Of Shop Drawings And Product Information For Approval Within (30) Days Of Contract Execution.B.Product Data: Submit Manufacturer's Product Specifications, Technical Data, Standard Details, And Installation Recommendations For Each ProductRequired. Include Assembly Methods, Hardware, Accessories, Connections, As Well As Performance And Code Compliance Data.C.Subcontractor Shall Furnish Contractor With All Necessary M.s.d.s. Literature At Time Of Starting Work On Project.D.Shop Drawings/submittals Shall Show Full Details Including But Not Limited To The Following:1.Physical Samples Of The Ceramic / Glass Tile For Approval2.Depth Marker Samples And Locations3.Plaster / Finish Sample4.Signage Brochures And Locations5.Grout Color Information6.Rebar Mill Certifications Prior To Gunite7.Engineered And Stamped Structural Drawings8.Mix Design For Deck Concrete (if Applicable)9.Pool Equipment Layout10.Pool Plumbing Layout.11.Lighting And Automation Control Product Information.12.Filtration And Plumbing System Product Information13.Engineered And Stamped Drawings Indicating Pool Is In Compliance With All Applicable Building And Health Codes.E.Unless Otherwise Approved In Writing By Contractor, Contractor Will Not Fund The Subcontractor's First Application For Payment And Subcontractor Shall NotStart Any Work Until All Submittals Are Received And Approved.1.4Quality AssuranceA.General Requirements:1.Use Adequate Numbers Of Skilled Workmen Who Are Thoroughly Trained And Experienced In The Necessary Crafts And Who Are Completely FamiliarWith The Specified Requirements And The Methods Needed For Proper Performance Of The Work Of This Section.2.A Full-time “qualified” English Speaking Foreman, Approved By The Contractor, Shall Be Assigned To The Job At Its' Beginning And Shall Be Left On TheJob Site For The Duration Of The Work Unless A Change Is Requested Or Approved By The Contractor.3.Subcontractor Shall Respect The Work Of The Other Crafts And Take All Necessary Precautions To Avoid Damaging Such Work At All Times. If SuchWork Is Damaged By The Subcontractor, Repairs Shall Be Made At The Subcontractor's Expense.4.Use A Proper Amount Of Equipment, Which Is Designed To Perform Each Necessary Task.5.Subcontractor Or A Responsible Representative Is Required To Attend A Weekly Progress And Safety Meeting At The Job Site For The Duration Of ThisSubcontract.6.Subcontractor Shall Be Responsible For Notifying All Agencies As Required To Inspect And Verify The Work Complies With All Regulatory Agencies HavingJurisdiction And All Standards Set Forth In The Contract Documents. All Inspection Reports Shall Be Forwarded To The Contractor Promptly AfterInspections. Any Consequences Resulting From Work Not Inspected Shall Be The Sole Responsibility Of This Subcontractor.B.Special Requirements:1.The Subcontractor Is Responsible For Requesting All Inspection, Obtaining Permits, Obtaining Code Modifications, And Paying Fees Required For ThisWork.2.The Subcontractor Will Carefully Inspect The Work And Perform Quality Control On Operations To Guarantee That The Work Is Complete.3.Subcontractor Will Layout Pools, Decks, Fountains, Planters, Walls, And All Other Related Items From Pool Corner Points And Benchmark ElevationsProvided By Contractor. Subcontractor Will Not Gunite The Pool Until Contractor's Surveyor Has Confirmed That The Gunite Forms Are DimensionallySound And Correct With The Original Control Points And Elevations Established By The Contractor's Surveyor.4.It Is Understood That The Landscape Architect's Plans Encompass The Contractor's Intent For The Project. It Is Further Understood That It Is TheSubcontractor's Responsibility To Achieve The Intent Of The Plans, As They Relate To Subcontractor's Specific Trade, Regardless Of Whether Or NotSpecific Conditions Are Detailed.5.The Subcontractor Will Examine The Plans And Specifications To Determine Any Conflicts With Ordinances, Codes Or Statutes. Any Errors Or OmissionsShall Be Reported To The Contractor Immediately.6.All Pumps And Filters Will Be Of A Size And Type That Will Meet All Flow And Sanitation Requirements Of The Health Department, Applicable BuildingCode, And The Requirements Of The Contractor, And Any Other Authority Having Jurisdiction.1.5Regulatory RequirementsA.Comply With The Standards Of All Authorities Having Jurisdiction Including, But Not Limited To, The Applicable Local, State & Federal Codes.B.This Subcontractor Is An Expert In Their Field, And As Such Is Knowledgeable In The Requirements Of The Applicable Building Code And Has Anticipated AndIncluded All Of The Required Components To Make A Fully Functional And Compliant System. Any Omissions Within The Contract Documents That CouldHave Been Reasonably Anticipated To Be Required By The Local Building Officials Shall Be Included Within This Scope Of Work.1.6Delivery, Storage, And HandlingA.General:1.The Subcontractor Has Studied The Plans And Visited The Jobsite. The Subcontractor Is Aware Of The Limited Available Space Onsite For The StorageOf Material Or Equipment. This Agreement Specifically Includes Any Costs That May Be Associated With Planning, Loading, Unloading, Hauling, OrStoring Material In Such A Way To Ensure That The Required Materials Are Available As Needed.2.Handle Materials In A Manner To Provide Protection During Transit, Delivery And Storage.3.Subcontractor Shall Provide All Unloading, Hauling And Handling (including All Hoisting) Of All Items To Be Installed By This Subcontractor And ItsSub-subcontractors. Subcontractor Shall Cooperate With And Provide Contractor's Project Superintendent Loading, Unloading And Hauling OfMiscellaneous Items As Requested, Within Reason, At No Additional Cost.4.Unloading And Stocking Will Be Performed By Subcontractor. If Subcontractor Is Not Onsite Or Unable To Unload Materials And Contractor Is RequiredTo, Contractor May Do So At Subcontractor's Expense. In This Event, Contractor Accepts No Responsibility For Quantity, Quality, Or Condition Of TheMaterials.5.this Subcontractor Shall Cooperate With And Provide Contractor's Project Superintendent Loading, Unloading And Hauling Of Miscellaneous Items AsRequested, Within Reason, At No Additional Cost.6.Subcontractor Recognizes That Contractor Is Not Responsible For Any Materials, Tools, Equipment, Vehicles, Etc. That The Subcontractor Stores Or UsesOn Site.7.Deliver Materials At Superintendent's Request.B.Special: All On Site Fuel Tanks Must Be Stored In Accordance With The Requirements Of All Authorities Having Jurisdiction.1.7WarrantyA.General Warranty: The Special Warranty Specified In This Article Shall Not Deprive The Owner Of Other Rights The Owner May Have Under Other ProvisionsOf The Contract Documents And Shall Be In Addition To, And Run Concurrent With, Other Warranties Made By The Contractor Under Requirements Of TheContract Documents.B.Special Warranty: Submit A Written Warranty Agreeing To Repair Or Replace Components Of Systems That Fail In Materials Or Workmanship Within TheSpecified Warranty Period.C.Warranty Period: Five (5) Year Shell Structural Warranty; One (1) Year Warranty On Workmanship And Materials; Equipment Warranty As Provided By TheManufacturer With A Minimum One (1) Year Warranty On Parts And Labor. All Warranties Begin At The Date Of Substantial Completion.D.Prior To The Completion Of The Work, The Subcontractor Will Provide A Turnover Package (i.e., Closeout Documentation) With Complete Product LiteratureIncluding Warranty Documents, Operations Manuals, Maintenance Recommendations, Replacement Component Information And Any Other DocumentationRequired. Final Payment Will Not Be Funded To Subcontractor Until All Closeout Documentation Is Received And Approved By Contractor.Part 2: Products2.1SummaryDrawings And This Scope Of Work Are Intended To Supplement And Explain Each Other. Materials Not Specifically Mentioned In This Scope Of WorkShall Be As Indicated On The Drawings. Where Conflicts Occur Between The Drawings And/or This Scope Of Work Or Within Either Document Itself, TheItem Or Arrangement Of Better Quality, Greater Quantity, Or Higher Cost Shall Be Included In The Subcontractor's Bid. Where No Specific Kind Of QualityOf Material Is Given, A First Class Standard Article Shall Be Furnished.2.2MaterialsA.Pool1.Structure B. Subbase: Crushed Stone C. Reinforcement:1)Shell: Minimum Of #3 Rebar Installed At 12” Ocew.2)Floor At All Breaks: Minimum Of #4 Rebar Installed At 6” Ocew.3)Upper 12” Of Perimeter (bond Beam): Minimum Of Two (2) Pieces Of #4 Rebar Wrapped Around Perimeter Of Pool Installed At 4” Ocew. D. Gunite: Specifications Should Be Of Appropriate Design Strength And Thickness. E.Plaster: Diamond Brite Or Approved Equal. F. Tile As Indicated By Hanover Landscape Architects. 1. Frost-proof Ceramic / Glass Tile - for Waterline, below Coping 2. Depth Markers As Required For Both Waterline Tile And Deck. Depth Markers Are To Be Sandblasted Into The Tile Coping. 3. Coping - 2” 2CM Tile Coping Mitered Profile Producing a 2" Thick Installed As Indicated By Landscape Architects And Supplied By Contractor.2.3 Plumbing A. One (1) 400,000 Btu Gas Pool HeaterB.Non-corrosive 2” Schedule 40 Pvc Piping Throughout The Pool.C.Anti-vortex Drains In Deep End Of Pool As RequiredD.hydrostatic Pressure Valves In Deep End Of Pool As RequiredE.Flow-meters As RequiredF.Self Adjusting Skimmers With Leaf Baskets As Required. Provide Square Skimmers When They Occur In Tile/stone.G.Automatic Fill DeviceH.All Required Safety ShutoffsI.Pool Overflow Drain2.4 FiltrationA.Sufficiently Sized Sand Filtration SystemB.Sufficiently Sized Filter Pump SystemC.Sufficiently Sized Foam Jet Pump(s)D.Sufficiently Sized Planter Fountain Feature Pump.E.Sufficiently Sized Automatic ChlorinatorF.Pressurized Water Return Inlets For Pool With Directional Flow Inlet FittingsG.Two Vacuum Line Locations Within The Pool2.5 Submersible LightingA.Four Wall Recessed LED Lights WIth a Minimum Of (2) color Changing Led Pool Lights (pentair) To Meet/exceed CodeB.Pentair Easytouch Controller That Controls All Lights And Pumps Associated With The Pool.2.6 EquipmentA.Handicap: One (1) Ada Compliant Handicap Lift And Sleeve. (aspen Bp350 Or Approved Equal)B.Maintenance1)two (2) - 16' Telescopic Poles2)three (3) - 16' Straight Poles3)two (2) - Leaf Skimmers4)two (2) - 16” Wall Brushes5)two (2) - Vacuum Hoses6)two (2) - Vacuum Heads7)two (2) Test Kits For Chlorine, Ph, Total Alkalinity, Calcium Hardness, Etc.C.Life Saving:1)one (1) - Body Hook Per Code2)one (1) - Life Ring With Rope As Required3)safety Equipment Mounting Devices4)all Life Safety Equipment Supplied And Mounted As Required.2.7 Required Signage2.8 Other Materials:A.Anti-vortex Drains, Anti-hair Drains, And Any Other Specialty Drains, Skimmers, Piping, Pumps, Labeling, Equipment Room Protection, InspectionBubbles, Or Any Other Device As Required.B.Provide Custom Stainless Steel Railings At All Stairs And Pool Ladders As Per The Drawings.C.Provide Other Materials Not Specifically Described But Required For A Complete And Proper Installation As Selected By The Contractor.Part 3: Execution3.1Surface ConditionsA.Beginning Of Installation Means Acceptance Of Existing ConditionsB.Examine The Areas And Conditions Under Which Work Of This Section Will Be Performed. Correct Conditions Detrimental To Timely And Proper CompletionOf The Work. Do Not Proceed Until Unsatisfactory Conditions Are Corrected. Failure To Notify Contractor Of Unsatisfactory Conditions Does NotRelieve The Subcontractor Of The Responsibility To Correct The Work After The Conditions Are Repaired, At No Cost To Contractor.C.Subcontractor And Its Foreman Shall Visit The Site And Educate Themselves As To The Conditions Under Which The Work Is To Be Performed To EnsureConditions Detrimental To Timely And Proper Completion Of The Work Are Corrected.3.2PreparationA.Contractor Shall Be Responsible For Location, Surveying And Construction Staking Of The Pool. The Contractor Will Provide One (1) Set Of ConstructionStakes For Each Phase Of The Work. It Is Subcontractor's Responsibility To Ensure That Finished Elevations Of All Coping, Skimmers, Or Any Other FinishSurface Appurtenances Are Installed Exactly Per Staking By The Surveyor. Any Relocation Due To Improper Placement Of Any Part Of Each System ShallBe The Responsibility Of The Subcontractor. Any Requests For Re-staking May Be Charged To The Subcontractor At The Discretion Of The Contractor'sProject Manager.B.Subcontractor Will Make All Staking Requests In Writing With A Minimum Of (72) Hours Advance Notice. The Subcontractor Will Take Precautions ToProtect All Staking In Place. It Is The Subcontractor's Responsibility To Specify Staking Offsets In Order To Ensure That Staking Is Effective Without Being InThe Way.C.Deck Layout Shall Be Submitted By Subcontractor And Approved By Contractor Prior To Placement.D.All Locations Of Spa Timers, Shut-off Switches, Safety Equipment And Signage Must Be Approved In Writing By Contractor Prior To Installation.3.3InstallationA.Pool1.All Materials Shall Be Installed In Strict Accordance With The Manufacturer's Installation Specifications, Which Shall Be Considered A Supplement ToThis Scope Of Work.2.Subcontractor Will Excavate The Pool To Meet The Requirements Of The Plans. The Pool Shape And Size Will Not Be Modified By Failure To CorrectlyExcavate The Pool; Spoils Shall Be Removed From The Site And Disposed Of Legally.3.Crushed Stone Shall Be Supplied And Installed Beneath The Pool Structure To A Depth Of 12” In The Deep End And To A Depth Of 3' Under Steps.4.All Steel Will Be Tied To Be Rigid And Chaired For Proper Clearances. #3 Rebar Will Be Installed At 12” Ocew Minimum Throughout The Shell And #4Rebar (minimum) Will Also Be Placed In The Upper 12” Of The Perimeter In A Bond Beam And Also Used In The Floor At All Breaks For AdditionalStrength.5.Subcontractor Will Coordinate The Grounding Of The Steel Structure With The Contractor's Electrician. Bonding Wire Is To Be Installed In The Pool DeckAround The Pool As Required By Code.6.Subcontractor Will Set Forms True To Achieve The Proper Pool Shape And Design As Needed. Any Form Underpinning Is Included As A Part Of ThisAgreement.7.All Piping Rough Work Will Be Installed To Locations As Required.8.Gunite Pool Shell Will Be Constructed To Exact Thickness And Shape As Required, Including All Steps. The Gunite Must Be Water Cured For Seven (7)Days After Placement. Contractor Will Provide Adequate Water Supply For Subcontractor To “water” Gunite And Keep Moist.9.Pool Plaster Will Be Applied Evenly And Smoothly, Completely Covering All Gunite. Where Tile, Drains, Lights And Other Surface Objects Are PresentThe Plaster Shall Join Smoothly And Cleanly. Lights Shall Fit Tightly Against Plaster.10.Lighting: Install A Minimum Four (3) LED Pool Lights (pentair). Final Connection Outside Of The Pool Area Will Be Made By Contractor's LicensedElectrician At No Cost To Subcontractor.11.Tile: All Tiles Will Be Set Level And Plumb. Tile Shall Be Supplied And Installed By Subcontractor And Approved By Contractor. The Throat Of AllSkimmers Shall Be Tiled Completely.12.Coping: All Coping Will Be Level And Set With Uniform Reveals In Relationship To The Tile. Coping Supplied By Contractor Will Be Approved AndInstalled By Subcontractor.13.Subcontractor Shall Fill The Pool Immediately Upon The Completion Of Plaster And On The Same Day. Conditioned Water To Be Supplied BySubcontractor.14.Subcontractor Shall Chemically Balance The Pool As Quickly As Possible After The Pool Is Completely Filled.15.Subcontractor Shall Maintain The Pool Until All Inspections Of The Work Are Complete. Subcontractor Shall Continue To Maintain The Pool For Thirty(30) Days After All Inspections.3.4 Equipment:A.Pool Equipment Will Be Installed Per The Approved Equipment Layout. Any Changes In Equipment Layout From The Approved Submittal Must Be ApprovedIn Writing By The Contractor. All Piping And Conduits Will Be Secured To The Satisfaction Of All Local Authorities And The Contractor. All Pumps Will BeSecured To The Floor, Through Vibration Isolation Pads, With Wedge Anchors Not To Exceed (3) Inches Of Embedment And Meet Code.B.All Pool Lights, Pumps, Equipment, And All Necessary Grounding Will Be Wired For Final Connection By Contractor's Electrician. Subcontractor Agrees ToCoordinate Installation And Inspections With Contractor's Electrician As Necessary. C. General: Keep All Areas Of Work Clean, Neat, And Orderly At All Times. Clean Up Will Be Done On A Daily Basis. All Excess Material Will Be Removed From Each Building And Moved Forward At Subcontractor's Expense.If Clean-up Is Not Performed In A Timely Fashion, Clean-up Will Be Performed By Others And Charged To Subcontractor.17.Subcontractor Will Provide One (1) Laborer For Four (4) Hours Per Week While Subcontractor Is On Site To Be Part Of The Contractor's CompositeClean Up Crew.3.5Temporary Protection And Final AcceptanceA.Subcontractor Is Responsible For Protecting All Materials, Furnished And/or Installed, Until Final Acceptance By The Contractor's Property ManagementTeam (“management”).B.Clean Up And Remove All Construction Materials And Debris From The Entire Work Area Prior To Final Acceptance By Management.C.The Date Of Final Acceptance Will Be Determined By Management.3.5Final AcceptanceA.Clean Up And Remove All Construction Materials And Debris From The Entire Work Area Prior To Final Acceptance By Contractor.3.6Other ProvisionsA.Provide Consistent, Dedicated Supervisory Person(s) To Act As Superintendent, Who Is Capable And Fluent At Speaking, Reading, Writing AndUnderstanding The English Language, Who Will Competently Supervise The Subcontractor's Effort And Personnel At The Jobsite, Who Is Capable Of AndPermitted To Make Binding Decisions And Determinations On Behalf Of Subcontractor, And Who Will Effectively Coordinate The Work And OtherwiseInteract With Contractor Personnel, As Well As The Various Suppliers, Service Providers, Subcontractors, Inspectors And Other Persons Having A BearingOn The Work. Subcontractor's Superintendent Will Be Required To Attend And Participate In Regular And Special Jobsite Meetings.B.Subcontractor Will Provide To Contractor A Daily Count Of Manpower And Equipment And State The Skill Level And Assignment Of Both.C.At The Contractor's Request, Subcontract Shall Provide, At Subcontractor's Expense, A Nextel Phone Or A Short-range Radio Communication Device OfProper Frequency For Communicating With Contractor's Personnel And Other Persons At The Jobsite.D.Coordinate And Cooperate With Material Testing And Inspecting Agencies Who Will Verify Subcontractor's Compliance With The Contract Documents.E.Scope Clarifications: In Addition To The Inferred Requirements Of This Scope Of Work, It Is Understood That Subcontractor Will Encounter Issues WhereClear Direction Has Not Been Given. When Such Ambiguities Are Encountered And Subcontractor Is Seeking A Clarification In The Scope Of Work, AFormal Request For Information (“rfi”) Shall Be Submitted To The Contractor's Project Manager. A Written Response Will Then Be Returned By TheContractor Giving Clear Direction As To How To Proceed With The Work In Question. Verbal Directions/clarifications Of Scope Issues Provided In The FieldAre Non-binding. Changes In Scope Must Be Communicated Through Written Direction.F.It Is Understood That Incidental Or Minor Modifications In The Work May Be Required Due To Actual Job Conditions, Field Coordination With Various Parties,Or Substitutions Of Equal Products Due To Availability, Etc. In That Event, No Requests For Extras Will Be Granted For Such Modifications Which AreHereby Inferred Under The Normal Scope Of Work Unless A Major Change Occurs And Is Recognized As Such By The Contractor.G.Additional/extra Work Constituting A Major Change To The Normal Scope Of Work Shall Be Authorized In Writing By The Contractor Prior To TheSubcontractor Performing That Work. Proceeding Without Written Notification May Result In Nonpayment.1.If Additional Work Is Approved By Contractor And Constitutes A Change Order, Subcontractor Will Be Allowed To Mark Up Additional Costs To AMaximum Of 10% For Time And Materials. Subcontractor Must Provide Contractor With All Back-up Documentation Requested To Substantiate Amounts,Including, But Not Limited To: Payroll Statements, 3rd Party Invoices/tickets, Field Logs, Material Takeoffs, Labor Breakdowns, Estimate Sheets AndSigned Field Tickets For A Change Order To Be Written.H.Subcontractor Is Responsible For Maintaining The Quality Of His Work Until The Date Of Final Acceptance. Subcontractor Is Responsible For The Work OfThis Section Damaged Prior To Final Acceptance. If Another Trade On Site Damaged The Work Of This Section, Subcontractor Is Responsible ForObtaining Proper Documentation From The Subcontractor At Fault Detailing Total Costs Associated With Fixing The Problem. Contractor Will Not PaySubcontractor Without Proper Documentation.1.Proper Documentation Shall Include, But Is Not Limited To, Receiving Written “ownership” Of Responsibility From The Subcontractor Responsible ForDamage.I.Subcontractor's Superintendent Or Project Manager Will Report In Writing On The Completion Of Various Stages And Portions Of The Work, Per Floor AndPer Building, In A Format Approved By Contractor And As Otherwise Directed By Contractor. Such Report Will Be Provided Concurrently WithSubcontractor's Completion Of The Named Portion Of The Work.J.Materials Shall Comply With The Requirements Applicable Building Code And Any Other Authority Having Jurisdiction.K.The Subcontractor Has Specifically Included Price Protection In His Proposal. The Subcontractor Has Anticipated Any Potential Material Or Labor PriceIncreases Throughout The Scheduled Duration Of The Job And Has Included This In His Price Accordingly. The Subcontractor Will Not Request Any CostIncreases On This Subcontract Agreement.L.Subcontractor Recognizes And Agrees That Time Is Of The Essence On This Project And Subcontractor Will Furnish Sufficient Personnel And/or MaterialsAt All Times, So As Not To Delay The Progress Of The Project. Subcontractor Is Specifically Obligated To Finish The Work Of This Contract Within TheAllocated Time Period And In Conformance With All Schedules Issued By The Contractor. This Schedule And The Instructions Of The Contractor'sSupervisory Personnel Will Dictate The Order And Sequence Of The Work On The Project And The Time Frame In Which The Work Must Be Completed. ItIs Understood And Agreed That This Construction Schedule Provided To The Subcontractor By The Contractor Is To Designate The Amount Of TimeAllocated For Completion Of Each Phase Of Work. This Allocated Time Shall Begin When The Building Becomes Ready For Work And Is Released ToSubcontractor For His Commencing Of The Work. Subcontractor Understands And Agrees That He Will Be Required To Conduct His Work On MultipleFloors, Buildings, And Parts Of The Project At Any Given Time.M. It Is Understood That Sufficient Materials Shall Be Available And No Delays Will Be Tolerated As A Result Of Subcontractor's Improper Planning ToEnsure The Required Availability And Delivery Dates For Material, Equipment, Etc. To Meet Required Schedule And Work Completion Dates.N.Subcontractor Acknowledges That This Is A Subcontract For A Turnkey, Complete Project As Herein Outlined And That The Scope Of Work For This ProjectIs Not Necessarily Limited To Items Separately Enumerated On The Exhibit D, Draw Schedule Or Otherwise In This Exhibit B. The Omission, WhetherIntentional Or Inadvertent, Of Specific Work By Name Or Description On Either The Draw Schedule Or This Exhibit B Shall Not Operate To RelieveSubcontractor From His Obligation To Complete The Work Generally Described Herein And Required For A Turnkey Installation, As Indicated In The Plans.
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VITREOUS CHINABATHROOM SINKCAXTONK-2210-G VITREOUS CHINABATHROOM SINKCAXTONK-2210-G
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ClubhouseSign WallBack Up GeneratorPump Station30' SetbackExisting Trees30' SetbackExisting TreesRetaining WallRE: CivilFuture RetailParcel(N.I.C.)Rain Garden#2Rain Garden#1Rain Garden#3SwimmingPoolRe: L1.05Great LawnRe: L1.05DogParkBerm 1Berm 2Firepit Area54231HABCDEFG7' Perimeter Wood FenceRe: E/L4.40Elec. TransformersRe: MEP42" Patio FenceRe: G/L4.40And Patio Gate Typ.Re: H/L4.40Trash Compactor & EnclosureRe: L4.5030' Setback7' Perimeter Wood FenceRe: E/L4.40Dog Run FenceRe: D/L4.40Existing TreesProposed Location ElectricalUtilities & Protective BollardsRe: MEP42" Patio FenceRe: G/L4.40And Patio Gate Typ.Re: H/L4.40Pool FenceRe: A,B,C/L4.40BBQ GrillRe: E/L4.21Conc. Sidewalk Typ.Re: A,B,C/L4.2042" Patio FenceRe: G/L4.40And Patio Gate Typ.Re: H/L4.40BikeRoomBikeRoom6Pool EquipmentEnclosureRe: F/L4.40Lew
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VITREOUS CHINABATHROOM SINKCAXTONK-2210-G VITREOUS CHINABATHROOM SINKCAXTONK-2210-G
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HANOVERHYANNIS II55 Wilkens LaneHyannis, MA 02630PROJECT:DRAWN:PLOT DATE:1780 S. POST OAK LANEHOUSTON, TX 77056713.267.2100 www.HanoverCo.comSHEETNUMBER:ISSUES AND REVISIONS:04/29/2025 - Schematic Design Set 643PUMP
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Sign WallBack Up GeneratorPump Station30' SetbackExisting TreesRetaining WallRE: CivilFuture RetailParcel(N.I.C.)Rain Garden#2Rain Garden#1Rain Garden#3SwimmingPoolRe: L1.05Great LawnRe: L1.05DogParkFirepit Area54231HABCDEFGElec. TransformersRe: MEP30' SetbackExisting TreesProposed Location ElectricalUtilities & Protective BollardsRe: MEPBikeRoomBikeRoomClubhouse6Lew
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VITREOUS CHINABATHROOM SINKCAXTONK-2210-G VITREOUS CHINABATHROOM SINKCAXTONK-2210-G
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VITREOUS CHINABATHROOM SINKCAXTONK-2210-G VITREOUS CHINABATHROOM SINKCAXTONK-2210-G
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HANOVERHYANNIS II55 Wilkens LaneHyannis, MA 02630PROJECT:DRAWN:PLOT DATE:1780 S. POST OAK LANEHOUSTON, TX 77056713.267.2100 www.HanoverCo.comSHEETNUMBER:ISSUES AND REVISIONS:04/29/2025 - Schematic Design Set 643PUMP
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1376 L1.02L1.06L1.01L1.04L1.03L1.0506/10/2025 - Design Development Set 03-18-202607/22/2025 - 50% Construction Document / GMP Set 08/19/2025 - Issued for Permit Set10/01/2025 - 90% Construction Document Set11/21/2025 - 100% Conformance Set03/18/2026 - 100% IFCL1.0EJWBM/AMD/MJ/UCEXPANSION JOINT PLANOVERALL SITE PLANHARDSCAPE04080120Feet2010SCALE 1" = 40'WILKENS LANEProperty LineProperty LineProperty LineProperty LineProperty LineProperty LineProperty Line
Sign WallBack Up GeneratorPump Station30' SetbackExisting TreesRetaining WallRE: CivilFuture RetailParcel(N.I.C.)Rain Garden#2Rain Garden#1Rain Garden#3SwimmingPoolRe: L1.05Great LawnRe: L1.05DogParkFirepit Area54231HABCDEFGElec. TransformersRe: MEP30' SetbackExisting TreesProposed Location ElectricalUtilities & Protective BollardsRe: MEPBikeRoomBikeRoomClubhouse6Lew
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tG2 UNITG2UNITG2UNITG2UNITG2UNIT30' SetbackExisting TreesLEGENDSYMBOLExpansion JointControl Joint
VITREOUS CHINABATHROOM SINKCAXTONK-2210-G VITREOUS CHINABATHROOM SINKCAXTONK-2210-GVITREOUS CHINABATHROOM SINKCAXTONK-2210-G VITREOUS CHINABATHROOM SINKCAXTONK-2210-GUPS.P.F.E.C.F.E.C.XXXXXXXXXXXXXXXXXXX+1+2+3+4+1'+2'Crown Lawnfor DrainageBerm+3+2+1+0'+0'GENERATORPUMPSTATIONTTr T
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1376 L1.02L1.06L1.01L1.04L1.03L1.0506/10/2025 - Design Development Set 03-18-202607/22/2025 - 50% Construction Document / GMP Set 08/19/2025 - Issued for Permit Set10/01/2025 - 90% Construction Document Set11/21/2025 - 100% Conformance Set03/18/2026 - 100% IFCL1.01WBM/AMD/MJ/UCSEGMENT AHARDSCAPE0204060Feet10SCALE 1" = 20'WILKENS LANEProperty LineProperty LineSign WallRe: D/L4.30Back Up GeneratorPump StationRetaining WallRe: CivilFuture RetailParcel(N.I.C.)Rain Garden#2Property LineProperty LineRain Garden#130' Setback7' Perimeter Wood FenceRe: E/L4.40Conc. SidewalkRe: A,B,C/L4.20MATCHLINE▼SEE L1.04▼MATCHLINE▼SEE L1.06▼MATCHLINE▼SEE L1.02▼MATCHLINE▼SEE L1.06▼ClubhouseRe: L1.06SwimmingPoolRe: L1.06Main Entry13A6Le
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Lewis Bay EmbaymentBarnstable Harbor Embayment Vehicle GuardrailRe: A,B/L4.21Vehicle GuardrailRe: A,B/L4.215'-0"5'-0"10'-6"24'-0"24'-0"56'-0"24'-0"NO Curb Here ForDrainage into R.G.NO Curb Here ForDrainage into R.G.7' Perimeter Wood FenceRe: E/L4.40;Terminus - Align w/ Prop. Line1'-0"8'-0"5'-0"G2UnitP.A.P.A.P.A.P.A.P.A.P.A.P.A.Conc. SidewalkRe: A,B,C/L4.2012' Pole LightRe: B,C/L4.6020' Pole LightRe: B,C/L4.6020' Pole LightRe: B,C/L4.6020' Pole LightRe: B,C/L4.606'-0"10'-5"18'-3"Fire HydrantRe: CivilProperty Line
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STAT
I
ON
GENERA
TO
R
1,378
1376
1,378
1,942
1,942
1376
1376 L1.02L1.06L1.01L1.04L1.03L1.0506/10/2025 - Design Development Set 03-18-202607/22/2025 - 50% Construction Document / GMP Set 08/19/2025 - Issued for Permit Set10/01/2025 - 90% Construction Document Set11/21/2025 - 100% Conformance Set03/18/2026 - 100% IFCL1.02WBM/AMD/MJ/UCSEGMENT BHARDSCAPE0204060Feet10SCALE 1" = 20'Property LineProperty Line
Rain Garden#1BBQ GrillRe: E/L4.21Conc. SidewalkRe: A,B,C/L4.20Conc. Pad Patio Typ.Re: F/L4.2042" Patio FenceRe: G/L4.40And Patio Gate Typ.Re: H/L4.40Proposed Location ElectricalUtilities & Protective BollardsRe: MEPProposed Location ElectricalUtilities & Protective BollardsRe: MEP42" Patio FenceRe: G/L4.40And Patio Gate Typ.Re: H/L4.40MATCHLINE▼SEE L1.03▼MATCHLINE▼SEE L1.03▼MATCHLINE▼SEE L1.06▼MATCHLINE▲SEE L1.06▲MATCHLINE▲SEE L1.01▲Firepit AreaClubhouseRe: L1.06SwimmingPoolRe: L1.06Great LawnRe: L1.05Conc. Pad Patio Typ.Re: F/L4.20ADA Curb RampRe: CivilUtility BollardsRe: C/L4.50BikeRoomConc. SidewalkRe: A,B,C/L4.20ADA Curb RampRe: Civil42" Patio FenceRe: G/L4.40And Patio Gate Typ.Re: H/L4.40Conc. Pad Patio Typ.Re: F/L4.20Utility BollardsRe: C/L4.50Align Fence toBuilding Corner35GFH4AlignAL
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6Dog Relief Boulder/GravelRe: F/L4.70Dog Relief Boulder/GravelRe: F/L4.70Dog ReliefBoulder/GravelRe: F/L4.7013'-0"5'-6"5'-0"5'-0"5'-0"5'-0"10'-0"6'-0"6'-0"5'-0"4
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-
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STAT
I
ON
GENERA
TO
R
1,378
1376
1,378
1,942
1,942
1376
1376 L1.02L1.06L1.01L1.04L1.03L1.0506/10/2025 - Design Development Set 03-18-202607/22/2025 - 50% Construction Document / GMP Set 08/19/2025 - Issued for Permit Set10/01/2025 - 90% Construction Document Set11/21/2025 - 100% Conformance Set03/18/2026 - 100% IFCL1.03WBM/AMD/MJ/UCSEGMENT CHARDSCAPE0204060Feet10SCALE 1" = 20'Rain Garden#3Dog Park42" Patio FenceRe: G/L4.40And Patio Gate Typ.Re: H/L4.40BBQ GrillRe: E/L4.2142" Patio FenceRe: G/L4.407' Perimeter Wood FenceRe: E/L4.40Existing Trees30' SetbackTrash CompactorEnclosureRe: A, B,D / L4.50Dog Run Fence & Gate Typ.Re: D/L4.40Conc. SidewalkRe: A,B,C/L4.20ALL MulchExisting Trees30' SetbackMATCHLINE▲SEE L1.02▲MATCHLINE▲SEE L1.04▲MATCHLINE▲SEE L1.05▲SwimmingPoolRe: L1.06Great LawnRe: L1.05BikeRoomADA Curb RampRe: CivilConc. Pad Patio Typ.Re: F/L4.20Align Patio Fenceto Building EdgeAlignAlignAlignALIGNALIGN43Align Fence toBuilding Edge2DEFGALIGNALIGNConc. SidewalkRe: A,B,C/L4.20ADA Curb RampRe: CivilConc. SidewalkRe: A,B,C/L4.20ADA Curb RampRe: CivilLe
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tDog ReliefBoulder/GravelRe: F/L4.70Dog Relief Boulder/GravelRe: F/L4.70Dog Relief Boulder/GravelRe: F/L4.705'-0"5'-0"5'-0"5'-0"5'-0"5'-0"5'-0"5'-6"33'-0"12'-6"5'-0"12'-0"12'-0"
5'-3"5'-5"16'-0"18'-6"5'-0"9'-9"
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.P.A.P.A.P.A.P.A.P.A.P.A.P.A.P.A.P.A.P.A.P.A.(Typ.) Concrete CurbRe: Civil18'-0"24'-0"18'-0"9'-0"Typ.Fire HydrantRe: Civil(Typ.) Concrete CurbRe: CivilFire HydrantRe: Civil(Typ.) BituminousConcrete BermRe: Civil(Typ.) Concrete CurbRe: Civil1'-5"L4.20LConc. Pavingat ThresholdRe: D/L4.21Proposed EV Charging StationProposed EV Charging StationDog Run Fence& Gate Typ.Re: D/L4.40Proposed EV Charging Station3'-0"26'-0"4'-6"5'-0"19'-6"6'-0"2'-6"2'-6"7'-6"
8'-0"5'-0"Align Patio Fenceto Building EdgeAlign Patio Fenceto Building Edge11'-0"7'-10"7'-10"15'-10"9'-3"9'-5"3'-6"6'-0"3'-6"10'-0"8'-0"14'-6"13'-6"8'-0"10'-0"
18'-8"8'-0"10'-0"10'-0"8'-0"Recycling Area GateRe: A/L4.506'-0"10'-0"
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S.P.S.P.F.E.C.F.E.C.F.E.C.F.E.C.S.P.S.P.F.E.C.F.E.C.F.E.C.F.E.C.S.P.S.P.F.E.C.F.E.C.F.E.C.F.E.C.XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXTrTXXXXHANOVERHYANNIS II55 Wilkens LaneHyannis, MA 02630PROJECT:DRAWN:PLOT DATE:1780 S. POST OAK LANEHOUSTON, TX 77056713.267.2100 www.HanoverCo.comSHEETNUMBER:ISSUES AND REVISIONS:04/29/2025 - Schematic Design Set 643PUMP
STAT
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GENERA
TO
R
1,378
1376
1,378
1,942
1,942
1376
1376 L1.02L1.06L1.01L1.04L1.03L1.0506/10/2025 - Design Development Set 03-18-202607/22/2025 - 50% Construction Document / GMP Set 08/19/2025 - Issued for Permit Set10/01/2025 - 90% Construction Document Set11/21/2025 - 100% Conformance Set03/18/2026 - 100% IFCL1.04WBM/AMD/MJ/UCSEGMENT DHARDSCAPE0204060Feet10SCALE 1" = 20'MATCHLINE▲SEE L1.01▲MATCHLINE▼SEE L1.05▼MATCHLINE▲SEE L1.05▲MATCHLINE▼SEE L1.03▼Property Line30' SetbackExisting TreesProperty LineProperty Line7' Perimeter Wood FenceRe: E/L4.40Proposed Location ElectricalUtilities & Protective BollardsRe: MEPADA RampRe: Civil7' Perimeter Wood FenceRe: E/L4.40Fire Lane Gate DetailRe: J/L4.40SwimmingPoolRe: L1.06Great LawnRe: L1.05Dog RunRe: L1.03MATCHLINE▼SEE L1.06▼42" Patio FenceRe: G/L4.40And Patio Gate Typ.Re: H/L4.40Conc. Pad Patio Typ.Re: F/L4.20Bike RoomUtility BollardsRe: C/L4.50Conc. SidewalkRe: A,B,C/L4.20ADA Curb RampRe: CivilConc. SidewalkRe: A,B,C/L4.2012BCDEF3ALIGNALIGNLe
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Lewis Bay EmbaymentBarnstable Harbor Embayment
Dog ReliefBoulder/GravelRe: F/L4.70Dog Relief Boulder/GravelRe: F/L4.705'-0"5'-0"5'-0"5'-0"FFE: 50.7020' Pole LightRe: B,C/L4.6020' Pole LightRe: B,C/L4.60202'31'-0"8'-6"23'-0"7' Perimeter Wood Fence1' off of Prop. Line Re: E/L4.401'-0"5'-0"1'-0"Dog Relief Boulder/GravelRe: F/L4.704FFE: 53.00GAG2UnitG2UnitG2Unit5'-0"5'-0"AlignAlignAlignAlignALIGNAlignAlignAlignAlign5'-8"5'-5"5'-9"P.A.P.A.P.A.P.A.P.A.P.A.P.A.P.A.P.A.P.A.P.A.P.A.P.A.6'-0"(Typ.) Concrete CurbRe: CivilFire HydrantRe: Civil(Typ.) BituminousConcrete BermRe: Civil18'-0"24'-0"18'-0"9'-0"
Typ.(Typ.) Concrete CurbRe: Civil(Typ.) BituminousConcrete BermRe: Civil18'-0"24'-0"18'-0"9'-0" Typ.Conc. Pavingat ThresholdRe: D/L4.2120' Pole LightRe: B,C/L4.608'-6"5'-0"6'-5"10'-0"8'-0"1'-0"3'-0"Proposed EVCharging StationRetaining WallRe: Civil5'-0" (Typ.)5'-0"Align Fence toBldg Edge
F
S.P.F.E.C.F.E.C.F.E.C.S.P.F.E.C.F.E.C.F.E.C.S.P.S.P.F.E.C.F.E.C.F.E.C.F.E.C.TrTHANOVERHYANNIS II55 Wilkens LaneHyannis, MA 02630PROJECT:DRAWN:PLOT DATE:1780 S. POST OAK LANEHOUSTON, TX 77056713.267.2100 www.HanoverCo.comSHEETNUMBER:ISSUES AND REVISIONS:04/29/2025 - Schematic Design Set 643PUMP
STAT
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GENERA
TO
R
1,378
1376
1,378
1,942
1,942
1376
1376 L1.02L1.06L1.01L1.04L1.03L1.0506/10/2025 - Design Development Set 03-18-202607/22/2025 - 50% Construction Document / GMP Set 08/19/2025 - Issued for Permit Set10/01/2025 - 90% Construction Document Set11/21/2025 - 100% Conformance Set03/18/2026 - 100% IFCL1.05WBM/AMD/MJ/UCPOOL & LAWN COURTARDHARDSCAPE0102030Feet5SCALE 1" = 10'MATCHLINE▲SEE L1.06▲MATCHLINE▲SEE L1.04▲MATCHLINE▼SEE L1.03▼MATCHLINE▼SEE L1.04▼42" Patio FenceRe: G/L4.40And Patio Gate Typ.Re: H/L4.40Conc. Pad Patio Typ.Re: F/L4.20BBQ Grill on GravelRe: E/L4.21String Light PostRe: A/L4.60Conc. Pad Patio Typ.Re: F/L4.2042" Patio FenceRe: G/L4.40And Patio Gate Typ.Re: H/L4.40Conc. SidewalkRe: A,B,C/L4.20FirepitRe: A/L4.41BBQ GrillRe: E/L4.21Conc. Pad Patio Typ.Re: F/L4.2042" Patio FenceRe: G/L4.40And Patio Gate Typ.Re: H/L4.40Conc. SidewalkRe: A,B,C/L4.20F231ALIGNAlignALIGNALIGNALIGNALIGNLew
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Dog Relief Boulder/GravelRe: F/L4.70Dog Relief Boulder/GravelRe: F/L4.70Timer & EmergencyShut OffRe: F/L4.4110'-0"5'-0"5'-0"6'-0"5'-0"22'-0"5'-0"4'-8"3'-9"10'-0"10'-0"10'-0"5'-0"12'-0"12'-0"12'-0"
5'-0"ALIGNBBQ GrillRe: E/L4.2116'-6"Align Fence toBldg Edge16'-6"Align Fence toBldg Edge'Backyard' FencingLayout to Align w/Division of Units (Typ.)'Backyard' FencingLayout to Align w/Division of Units (Typ.)'Backyard' FencingLayout to Align w/Division of Units (Typ.)Power PedestalRe: D/L4.6018'-8"10'-0"Dog Relief Boulder/GravelRe: F/L4.70℄20'-0"℄G2Unit6'-2"6'-0"2'-0"AlignAlignAlignAlignAlignL4.21CL4.21C6'-0"
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12'-0"14"12'-0"5'-4"1'-6"15'-0"6'-0"7'-0"
5'-0"PM- 8 ConcreteUnit PaversRe: C/L4.213'-0"10'-4"9'-2"9'-6"5'-6"Align Fence toBldg EdgeAlign Fence toBldg Edge8'-6"5'-4"8'-0" (Typ.)10'-0" (Typ.)13'-0"16'-0"4'-6"10'-0"
5'-2"5'-2"11'-8"13'-4"9'-6"6'-8"8'-9"Align Fence toBldg EdgeAlign Fence toBldg EdgePM- 8 ConcreteUnit PaversRe: C/L4.21PM- 8 ConcreteUnit PaversRe: C/L4.21Eq.Eq.PM- 8 ConcreteUnit PaversRe: C/L4.216'-0"6'-0"
12'-0"
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STAT
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GENERA
TO
R
1,378
1376
1,378
1,942
1,942
1376
1376 L1.02L1.06L1.01L1.04L1.03L1.0506/10/2025 - Design Development Set 03-18-202607/22/2025 - 50% Construction Document / GMP Set 08/19/2025 - Issued for Permit Set10/01/2025 - 90% Construction Document Set11/21/2025 - 100% Conformance Set03/18/2026 - 100% IFCL1.06WBM/AMD/MJ/UCCLUBHOUSE AMENITY AREAHARDSCAPE0102030Feet5SCALE 1" = 20'MATCHLINE▲SEE L1.01▲MATCHLINE▲SEE L1.01▲MATCHLINE▲SEE L1.02▲MATCHLINE▼SEE L1.05▼Conc. SidewalkRe: A,B,C/L4.20ADA Curb RampRe: CivilSwimming Pool(1,416 Sq. Ft.)Synthetic TurfRe: J/L4.20Synthetic TurfRe: J/L4.20Custom LadderRe: G/L4.10Conc. SidewalkRe: A,B,C/L4.20Utility BollardsRe: C/L4.50Proposed Location ElectricalUtilities & Protective BollardsRe: MEPFirepitRe: L4.41String Light PostRe: A/L4.60Firepit TimerRe: F/L4.41BBQ Grill on GravelRe: E/L4.21Tile Step PadsRe: G/L4.20316Le
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t Dog Relief Boulder/GravelRe: F/L4.70Dog Relief Boulder/GravelRe: F/L4.70L4.20KL4.20NL4.10BL4.10APot on GradeRe: C/L4.30ADA Curb RampRe: CivilHandicap LiftRe: M/L4.10911 PhoneRe: E/L4.10Pool Hand RailRe: L/L4.10Pool ShowerRe: H/L4.10Life Preserver PostRe: F/L4.10Pool FenceRe: A,B,C/L4.40PoolEquipmentEnclosureRe: F/L4.40Utility BollardsRe: C/L4.50Proposed Location ElectricalUtilities & Protective BollardsRe: MEP12' Pole LightRe: B,C/L4.6012' Pole LightRe: B,C/L4.60PM- 4 'Chessboard'Tile Area6" Wd. Flush Concrete Curb at TurfPower PedestalRe: L3 Series℄ALIGNALIGN℄℄R:
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5'-0"
Eq.Eq.AlignAlign48'-4"8'-0"Center Firepit on CorridorEq.Eq.58'-4"29'-2"5'-0"Eq.Eq.
4'-0"Pool SignageRe: NaturalGraphicsPool SignageRe: NaturalGraphics20'-6"12'-9" O.C.30'-0"4'-0"P.A.P.A.P.A.P.A.P.A.P.A.P.A.P.A.P.A.P.A.P.A.P.A.P.A.P.A.P.A.P.A.P.A.P.A.P.A.P.A.P.A.P.A.P.A.P.A.Wood Picket AC CondenserEnclosure & Gate Re: K/L4.40Fire HydrantRe: CivilFire HydrantRe: CivilConc. SidewalkRe: A,B,C/L4.205'-0"
25'-2"L4.20ITile Pavingat ThresholdRe: F/L4.21Conc. Pavingat ThresholdRe: D/L4.215'-0"5'-0"2'-0"2'-0"4'-0"PM-9 Tile Lawn Pads,Alternating Joints8'-6"23'-0"6'-0"1'-6"3'-6"Pool Enclosure/GateRe: A/L4.401'-6"1'-6"5'-0"5'-9"PM- 3 'Stacked'Tile AreaPM- 3 'Stacked'Tile Area5'-0"
5'-0"2'-0"2'-0"BEGIN Full 2'x2'Tile Layout atTHIS CornerFull 2'x2' TileLayout, WorkingSouth & WestBottom EDGE ofSlab will notAmount to Full2'x2' TilesString Lights(Quantity) See L3Series Sheets.Mounting DetailsRe: Arch Plans2'-0"2'-0"'Chessboard' Patternto Terminate AligningW/ Column Edge.PM- 8 ConcreteUnit PaversRe: C/L4.217'-0"7'-0"AlignAlign5'-0"
5'-0"Wood Picket AC CondenserEnclosure & Gate Re: K/L4.403'-3"4'-6"
33'-10"10"2'-0"±7'-0"5'-0"5'-0"±7'-4"5'-0"5'-0"5'-0"5'-0"PM- 8 ConcreteUnit Pavers11'-4"5'-8"11'-4"14'-0"6'-0"9'-8"9'-8"6'-0"27'-6"56'-6"PoolEnclosure/GateRe: A/L4.405'-0"19'-6"Pool FenceRe: A,B,C/L4.409'-2"9'-2"28'-4"14'-0"14'-0"±7'-4"Align5'-2"AlignSidewalkRe: A,B,C/L4.20SidewalkRe: A,B,C/L4.20SidewalkRe: A,B,C/L4.20SidewalkRe: A,B,C/L4.204'-0"1'-0"6'-0"Align5'-3"AlignPower PedestalRe: L3 Series5'-9"Power PedestalRe: L3 SeriesPower PedestalRe: L3 SeriesPower PedestalRe: L3 SeriesBody HookRe: K/L4.103'-0"3'-0"8'-6"12'-0"6'-0" o.c.
12'-0"4'-0"Proposed EV Charging StationEq.Eq.
6'-6"Conc. Step PadsRe: G/L4.20At Grade PlantingArea6'-0"21'-0"
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FFE: 51.50FFE: 51.50FFE: 51.50FFE: 53.00FFE: 53.00Sign WallBack Up GeneratorPump Station30' SetbackExisting Trees30' SetbackExisting TreesFuture RetailParcel(N.I.C.)Rain Garden#2Rain Garden#1Rain Garden#3SwimmingPoolRe: L2.05Great LawnRe: L2.05DogParkBerm1Berm2Firepit Area54231HABCDEFG30' SetbackExisting TreesBikeRoom
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L2.06L2.05L2.04L2.03L2.02L2.0106/10/2025 - Design Development Set 03-18-202607/22/2025 - 50% Construction Document / GMP Set 08/19/2025 - Issued for Permit Set10/01/2025 - 90% Construction Document Set11/21/2025 - 100% Conformance Set03/18/2026 - 100% IFCL2.01WBM/AMD/MJ/UCSEGMENT A& DRAINAGEGRADING0204060Feet10SCALE 1" = 20'WILKENS LANEProperty LineProperty LineBack Up GeneratorPump StationRetaining WallRe: CivilFuture RetailParcel(N.I.C.)Rain Garden#2Property LineProperty LineRain Garden#130' SetbackMATCHLINE▼SEE L2.04▼MATCHLINE▼SEE L2.06▼MATCHLINE▼SEE L2.02▼MATCHLINE▼SEE L2.06▼ClubhouseRe: L2.06Main Entry13AFFE: 51.50FFE: 51.50FFE: 52.50TC: 50.30BC: 49.80++TP: 51.30FFE: 50.90 Crown Grade inParking Isle(2) 4" Sleeve+TP: 49.90+TC: 51.00BC: 50.50TC: 52.00BC: 51.50TC: 50.90BC: 50.40TC: 50.80BC: 50.30TP: 50.23TC: 50.80BC: 50.30+TP: 50.59++++TP: 52.50TP: 52.20+TC: 54.30BC: 53.80+TC: 51.10BC: 50.60+TP: 52.56TP: 52.06TC: 51.00BC: 50.504" Dia. Schedule 40 or Approved Equal, Unless Drainage Contractor is to Provide Sufficient Cover- 5" x 5" Square Brass Inlets #913B or Approved Equal F.G. = Finish GradeT.C. = Top of CurbT.W. = Top of WallH.P. = High PointNoted Otherwise on Plans.3. All area drains to be by NDS. Sizes of NDS Drainage Products Inlets are Noted on Plans.6''6''4''4''- 6" PVC Drain Pipe- 4" PVC Drain Pipe- 4" French Drainof Pipes to Prevent Floating of the Line During* See planting plans to confirm area drain locations.and After Construction.T.G. = Top of GrateCatch Basin: #1200 Grate: #1212 - Green Finish - 12" x 12" C.B. W/ Atrium Grate (To be Located in Planting*- 12" x 12" C.B. W/ Square Grate (To be Located in Sod Only*)Beds Only) Catch Basin: #1200 Grate: #1290 - Black FinishInto the Storm Sewer Stub Out Provided by1. Landscape Drainage System to be Tied2. Landscape Drainage System to be MinimumOthers. (Re: Civil Plans)DRAINAGE NOTES:DRAINAGE SYMBOLS:Permits and Contact all Utility Companies Prior to It is the Responsibility of the General Contractor and/or Drainage Contractor to Obtain all Applicable Digging.IMPORTANTPhone # 1-800-726-1994E.J. = Expansion JointC.B. = Catch BasinY.D. = Yard DrainT.P. = Top of PavementD. = Drain Manhole4. All planting areas to be sloped to drain prior to installation of trees, shrubs, or turf.POINT OF CONNECTION to Storm Sewer System SlopeDirectional Arrow- 12" x 12" C.B. W/ Atrium Grate (Located in Turf)Catch Basin: #1200NGB Grate: #1211 - Black Finish+++TP: 49.90++++++++Grading Notes:Unless shown on plans, ALL paving shallhave a Max Running Slope of 5%, a MAXCross Slope of 2%, and a MIN Slope of 1%Rim:51.70Rim:50.90Rim:50.90Rim:51.30Rim:50.10Rim:48.10Rim: 49.70Rim: 51.50Rim:50.80Rim:50.50Rim:49.60Rim:49.70TC: 52.50BC: 52.00+Provide Level Landings w/ 2% orLess Slope at Top & Bottoms of AllADA Curb RampsTie in to Existing Asphalt SidewalkTie in to Existing Asphalt Sidewalk+TP: 52.591.8%TC: 51.50BC: 51.00+TC: 51.50BC: 51.00+TC: 52.50BC: 52.00+TC: 50.50BC: 50.00++++TC: 50.50BC: 50.00TC: 50.50BC: 50.00+TP: 51.59+TP: 50.591.8%+TP: 50.591.8%+TC: 51.50BC: 51.00+TP: 51.59TC: 52.50BC: 52.00++TP: 52.59TC: 52.50BC: 52.00++TP: 52.591.8%4.6%4.6%4.2%4.5%Tie in to Existing Curbs5.0% MAX
Provide Level Landings w/ 2% orLess Slope at Top & Bottoms of AllADA Curb Ramps+++1.8%Rim:50.50+TP: 52.65TP: 52.15+TP:52.49TP: 52.06TC: 52.50BC: 52.00++++TC: 52.50BC: 52.00TC: 52.50BC: 52.00+TP: 52.00+TP: 52.09+TP:51.07+TP: 50.50G2 UnitRetaining WallRe: Civil+ TP: 53.00 + TP: 54.00 + TP: 55.00+TP: 56.00+TP: 57.00+FG:52.61++TC: 52.00BC: 51.50TC: 52.00BC: 51.50+FG:52.25TC/BC: 50.52++TC/BC: 50.52Provide Level Landings w/ 2% orLess Slope at Top & Bottoms of AllADA Curb Ramps++TC: 51.07BC: 50.57TP:51.07+TP: 52.58Provide Level Landings w/ 2% orLess Slope at Top & Bottoms of AllADA Curb RampsTC: 52.40BC: 51.90TP:52.49++FG:50.30+FG:50.30+Provide Level Landings w/ 2% orLess Slope at Top & Bottoms of AllADA Curb Ramps+TC: 51.50BC: 51.00TP: 52.27+TW: 53.00BW: 52.00++TW: 55.00BW: 50.50+TW: 54.00BW: 53.00+TW: 56.00BW: 55.00+TW: 56.00BW: 54.00+TW: 56.00BW: 55.00TP: 50.10TP: 49.90TP: 49.90Curbless Parking Spots to AllowWater to Flow into Rain GardensTP: 50.10+TP: 49.90
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FFE:53.00FFE: 53.0030' SetbackExisting TreesRain Garden#1FFE:53.00FFE:53.00FFE:53.00MATCHLINE▼SEE L2.03▼MATCHLINE▼SEE L2.03▼MATCHLINE▼SEE L2.06▼MATCHLINE▲SEE L2.06▲MATCHLINE▲SEE L2.01▲FFE: 51.50Firepit AreaClubhouseRe: L2.06SwimmingPoolRe: L2.06BikeRoom35GFH46FFE: 52.50FFE: 50.50FFE: 52.40FFE: 52.60Crown in ParkingIsland (TYP)(2) 4" Sleeve(2) 4" S
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L2.06L2.05L2.04L2.03L2.02L2.0106/10/2025 - Design Development Set 03-18-202607/22/2025 - 50% Construction Document / GMP Set 08/19/2025 - Issued for Permit Set10/01/2025 - 90% Construction Document Set11/21/2025 - 100% Conformance Set03/18/2026 - 100% IFCL2.03WBM/AMD/MJ/UCSEGMENT C& DRAINAGEGRADING0204060Feet10SCALE 1" = 20'FFE: 51.50FFE:51.50FFE: 53.00Rain Garden#3Dog ParkFFE:53.00Existing Trees30' SetbackExisting Trees30' SetbackMATCHLINE▲SEE L2.02▲MATCHLINE▲SEE L2.04▲MATCHLINE▲SEE L2.05▲SwimmingPoolRe: L2.06Great LawnRe: L2.05BikeRoom432DEFG(2) 4" Sleeve(2) 4" SleeveFFE: 50.50FFE: 52.40FFE: 50.20
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+TP: 50.23+TP: 51.60+TC: 51.52+TP: 51.04+TP:50.96+TP:50.96+TP:51.02+TP: 51.06+TP:50.96+TP:50.70TP:50.701.5%+TP:50.40++TP:50.72++TP: 50.54TP: 50.58++TP:50.61TP:50.61++TP: 50.88TP: 50.88+++TP: 50.88TP:50.68Rim:51.30Rim:50.80FFE: 51.504" Step at PatioTP: 51.17++51.02++++TC: 50.30BC: 49.80+0.3%TC: 50.55BC: 50.05TC: 50.54BC: 50.04++TP: 50.62TC: 50.40BC: 49.90TP:50.48+++TP:50.38+50.18++50.0250.02+50.181.1%+TC: 50.50BC: 50.00+TC: 50.30BC: 49.80+TC: 52
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L2.06L2.05L2.04L2.03L2.02L2.0106/10/2025 - Design Development Set 03-18-202607/22/2025 - 50% Construction Document / GMP Set 08/19/2025 - Issued for Permit Set10/01/2025 - 90% Construction Document Set11/21/2025 - 100% Conformance Set03/18/2026 - 100% IFCL2.05WBM/AMD/MJ/UCPOOL & LAWN COURTARD& DRAINAGEGRADING0102030Feet5SCALE 1" = 10'FFE: 51.50MATCHLINE▲SEE L2.06▲MATCHLINE▲SEE L2.04▲MATCHLINE▼SEE L2.03▼MATCHLINE▼SEE L2.04▼F231FFE: 51.50FFE: 51.504" Dia. Schedule 40 or Approved Equal, Unless Drainage Contractor is to Provide Sufficient Cover- 5" x 5" Square Brass Inlets #913B or Approved Equal F.G. = Finish GradeT.C. = Top of CurbT.W. = Top of WallH.P. = High PointNoted Otherwise on Plans.3. All area drains to be by NDS. Sizes of NDS Drainage Products Inlets are Noted on Plans.6''6''4''4''- 6" PVC Drain Pipe- 4" PVC Drain Pipe- 4" French Drainof Pipes to Prevent Floating of the Line During* See planting plans to confirm area drain locations.and After Construction.T.G. = Top of GrateCatch Basin: #1200 Grate: #1212 - Green Finish - 12" x 12" C.B. W/ Atrium Grate (To be Located in Planting*- 12" x 12" C.B. W/ Square Grate (To be Located in Sod Only*)Beds Only) Catch Basin: #1200 Grate: #1290 - Black FinishInto the Storm Sewer Stub Out Provided by1. Landscape Drainage System to be Tied2. Landscape Drainage System to be MinimumOthers. (Re: Civil Plans)DRAINAGE NOTES:DRAINAGE SYMBOLS:Permits and Contact all Utility Companies Prior to It is the Responsibility of the General Contractor and/or Drainage Contractor to Obtain all Applicable Digging.IMPORTANTPhone # 1-800-726-1994E.J. = Expansion JointC.B. = Catch BasinY.D. = Yard DrainT.P. = Top of PavementD. = Drain Manhole4. All planting areas to be sloped to drain prior to installation of trees, shrubs, or turf.POINT OF CONNECTION to Storm Sewer System SlopeDirectional Arrow- 12" x 12" C.B. W/ Atrium Grate (Located in Turf)Catch Basin: #1200NGB Grate: #1211 - Black FinishGrading Notes:Unless shown on plans, ALL paving shallhave a Max Running Slope of 5%, a MAXCross Slope of 2%, and a MIN Slope of 1%FFE: 51.50FFE: 51.50FFE: 51.50Rim:50.60Rim:50.80Rim:51.00Rim:50.50Rim:51.06Rim:51.00Rim:51.30Rim:51.30++++++TP: 51.48G2 UnitTP: 51.48++4" Drop to Topof Patio4" Drop to Topof Patio4" Drop to Topof Patio4" Drop to Topof Patio4" Drop to Topof Patio4" Drop to Topof Patio4" Drop to Topof Patio4" Drop to Topof Patio4" Drop to Topof Patio4" Drop to Topof Patio4" Drop to Topof Patio4" Drop to Topof Patio4" Drop to Topof Patio5'-0" x 5'-0" Landing Outside ofDoorways May Not Exceed 2% Slopein Any Direction++TP: 51.39+++TP:51.462.5%TP:51.32TP:51.25+TP:51.32+TP:51.25+TP: 51.00+1.5%TP: 51.08++++HP1.8%++TP: 51.16TP:51.16++51.48HP51.48+HP51.48TP: 51.16TP: 51.08TP: 51.48++TP: 51.17++TP: 51.17
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COPING: 51.21 COPING: 51.21TP: 52.48TP: 52.48+++TC: 50.40BC: 49.90.8%+TC: 50.70BC: 50.20+TC: 50.67BC: 50.17++TP: 50.76TP: 50.76++TP:51.18TP:51.38++1.8%TP: 52.27TP: 52.27++TP: 51.321.5%++TP: 51.40TP: 51.402.0%2.3%3.0%+TC/BC: 51.00+TP: 51.58+TP:51.804.4%+TC: 51.50BC: 51.00+TP: 51.87TP: 51.78+TP:52.001.1%1.5%+TP:51.94+TP: 51.98+TC/BC: 51.48TC: 51.90BC: 51.40+TC/BC: 51.48TC: 51.50BC: 51.00+++TP: 51.58TP: 51.58+TP: 52.07TC: 52.00BC: 51.50+++++++TP: 52.48TP: 51.81TP: 51.811.7%++TP: 51.101.5%+TP: 51.10++TP: 51.341.5%(2) 4" Sleeve1.8%1.5%5'-0" x 5'-0" LandingOutside of DoorwaysMay Not Exceed 2%Slope in Any Direction5'-0" x 5'-0" LandingOutside of DoorwaysMay Not Exceed 2%Slope in Any DirectionTP:51.481.8%5'-0" x 5'-0" LandingOutside of DoorwaysMay Not Exceed 2%Slope in Any Direction5'-0" x 5'-0" LandingOutside of DoorwaysMay Not Exceed 2%Slope in Any Direction5'-0" x 5'-0" LandingOutside of DoorwaysMay Not Exceed 2%Slope in Any Direction5'-0" x 5'-0"Landing Outside ofDoorways May NotExceed 2% Slopein Any Direction1.6%++TP:52.12TP:52.12+1.5%+TC: 51.50BC: 51.00+TC: 51.50BC: 51.00++TP: 51.58TP: 51.58+TP: 52.111.3%++TP:51.48TP:51.43++TP:51.51TP:51.56 TP:52.06 TP:51.98++TC: 51.93BC: 51.43TP:52.01TC: 51.50BC: 51.001.6%+TC: 51.60BC: 51.10+TP: 51.60+TP: 51.70+TP:51.88+TC: 51.73BC: 51.23+TP:51.81++TP:50.82TP:50.72+TC: 50.00BC: 49.501.7%+TP:50.48+TP: 52.07+TP: 52.071.4%1.5%TP: 52.48TP: 52.07TP: 52.07TP: 52.48FG: 51.25(Or Higher)Inside PoolEnclosureTF: 51.25++++TF: 51.25+TF: 51.25++++++TC: 51.80BC: 51.30+TP:51.851.5%Tie Downspouts at PatioAwning Into Civil StormWater PipingTP: 52.07TP: 52.075'-0" x 5'-0" Landing Outsideof Gates May Not Exceed 2%Slope in Any Direction+TP: 51.101.5%1.5%1.5%1.5%+TP: 51.08+TP: 51.08TP:51.00++TP:51.08++TP:51.08TP:51.08++++TP:51.08TP:51.08TP:51.00TP:51.081.5%TC: 50.79++TC: 50.79+TC:51.08+TC:51.08+++++++++TP: 51.81+TP: 51.81++TP: 51.36TP: 51.36++++++++++++++++++++5'-0" x 5'-0" Landing Outsideof Gates May Not Exceed 2%Slope in Any DirectionTF: 51.25TP: 51.341.8%TP:51.74TP:51.62TP:51.56TP:51.44TP:51.56TP:51.44TP:51.74TP:51.62TP: 51.33TP: 51.403.4%0.2%+TC: 50.54BC: 50.04+TC: 50.53BC: 50.03++TP: 50.62TP: 50.631.8%TP: 51.40TP: 51.33++TP: 51.40TP: 51.40TP: 51.40TP: 51.33TP:52.20+TP:52.20++++++++TP:51.94TP:51.94TP:51.94TP:51.59TP:51.59TP:51.591.4%1.4%1.4%1.4%+TC: 51.50BC: 51.00TP: 51.41++TP: 51.74TP: 51.74++0.4%TC: 51.55BC: 51.05TP: 51.63+TP:52.48+TP:52.004.4%+TP:51.00+TP:51.00+TP:50.73+TP:50.94++TP:51.00+TP:51.92+FG: 51.00+FG: 51.00+FG: 51.00+FG: 51.00+FG:51.00+FG:51.00+FG:51.00+FG:51.00+FG: 52.00+FG: 52.00+FG: 52.00+FG: 52.00+FG: 52.00+FG: 52.00+FG: 52.00+FG: 52.39+TP: 51.00+TP: 51.03+TP: 51.08++TP: 51.08TP: 51.03+TP: 51.00TP: 51.33+TP: 51.40++TP: 51.33TP: 51.15++++++++++++++++++++++++++++TP: 51.70TP: 51.73TP: 51.66TP: 51.69TP: 51.61TP: 51.64TP: 51.56TP: 51.59TP: 51.51TP: 51.54TP: 51.46TP: 51.49TP: 51.42TP: 51.45+TP:52.06++TP: 51.26++++TP: 51.41TP: 51.41TP: 51.41TP: 51.33TP: 51.33TP: 51.331
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L3.06L3.05L3.04L3.03L3.02L3.0106/10/2025 - Design Development Set 03-18-202607/22/2025 - 50% Construction Document / GMP Set 08/19/2025 - Issued for Permit Set10/01/2025 - 90% Construction Document Set11/21/2025 - 100% Conformance Set03/18/2026 - 100% IFCL3.00WBM/AMD/MJ/UCOVERALL SITE PLANELECTRICALLANDSCAPE04080120Feet2010SCALE 1" = 40'WILKENS LANEProperty LineProperty LineProperty LineProperty LineProperty LineProperty LineProperty Line
ClubhouseSign WallBack Up GeneratorPump Station30' SetbackExisting Trees30' SetbackExisting TreesRetaining WallRE: CivilFuture RetailParcel(N.I.C.)Rain Garden#2Rain Garden#1Rain Garden#3Great LawnRe: L3.05DogParkFirepit Area54231HABCDEFG30' SetbackExisting TreesBikeRoomBikeRoom1Lew
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Refer to Architectural Elevations& Electrical Drawings forExterior Building Lighting
VITREOUS CHINABATHROOM SINKCAXTONK-2210-G VITREOUS CHINABATHROOM SINKCAXTONK-2210-GVITREOUS CHINABATHROOM SINKCAXTONK-2210-G VITREOUS CHINABATHROOM SINKCAXTONK-2210-GUPS.P.F.E.C.F.E.C.XXXXXXXXXXXXXXXXXXXGENERATORPUMPSTATIONTTr T
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-EP01Triple Parking Lot Light -LA02Pedestrian Pole Light -LB07Single Sided Parking Lot Light+/- 78'Letters / Text of Signageto be Internally Lit (Typ.)Refer to Architectural Elevations& Electrical Drawings forExterior Building Lighting
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L3.06L3.05L3.04L3.03L3.02L3.0106/10/2025 - Design Development Set 03-18-202607/22/2025 - 50% Construction Document / GMP Set 08/19/2025 - Issued for Permit Set10/01/2025 - 90% Construction Document Set11/21/2025 - 100% Conformance Set03/18/2026 - 100% IFCL3.03WBM/AMD/MJ/UCSEGMENT CELECTRICALLANDSCAPE0204060Feet10SCALE 1" = 20'Rain Garden#3Dog ParkExisting TreesExisting TreesMATCHLINE▲SEE L3.02▲MATCHLINE▲SEE L3.04▲MATCHLINE▲SEE L3.05▲SwimmingPoolRe: L3.06Great LawnRe: L3.05BikeRoom432DEFGLe
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L3.06L3.05L3.04L3.03L3.02L3.0106/10/2025 - Design Development Set 03-18-202607/22/2025 - 50% Construction Document / GMP Set 08/19/2025 - Issued for Permit Set10/01/2025 - 90% Construction Document Set11/21/2025 - 100% Conformance Set03/18/2026 - 100% IFCL3.04WBM/AMD/MJ/UCSEGMENT DELECTRICALLANDSCAPE0204060Feet10SCALE 1" = 20'MATCHLINE▲SEE L3.01▲MATCHLINE▼SEE L3.05▼MATCHLINE▲SEE L3.05▲MATCHLINE▼SEE L3.03▼Property LineExisting TreesProperty LineProperty LineSwimmingPoolRe: L3.06Great LawnRe: L3.05Dog RunRe: L3.03MATCHLINE▼SEE L3.06▼Bike Room12BCDEF 3Le
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Lewis Bay EmbaymentBarnstable Harbor Embayment
-EP04Triple Parking Lot LightRefer to Architectural Elevations& Electrical Drawings forExterior Building LightingProposed EV Station
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HANOVERHYANNIS II55 Wilkens LaneHyannis, MA 02630PROJECT:DRAWN:PLOT DATE:1780 S. POST OAK LANEHOUSTON, TX 77056713.267.2100 www.HanoverCo.comSHEETNUMBER:ISSUES AND REVISIONS:04/29/2025 - Schematic Design Set 643PUMP
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VITREOUS CHINABATHROOM SINKCAXTONK-2210-G VITREOUS CHINABATHROOM SINKCAXTONK-2210-G
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L3.06L3.05L3.04L3.03L3.02L3.0106/10/2025 - Design Development Set 03-18-202607/22/2025 - 50% Construction Document / GMP Set 08/19/2025 - Issued for Permit Set10/01/2025 - 90% Construction Document Set11/21/2025 - 100% Conformance Set03/18/2026 - 100% IFCL3.06WBM/AMD/MJ/UCCLUBHOUSE AMENITY AREAELECTRICALLANDSCAPE0102030Feet5SCALE 1" = 20'MATCHLINE▲SEE L3.01▲MATCHLINE▲SEE L3.01▲MATCHLINE▲SEE L3.02▲MATCHLINE▼SEE L3.05▼Clubhouse316Le
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HANOVERHYANNIS II55 Wilkens LaneHyannis, MA 02630PROJECT:DRAWN:PLOT DATE:1780 S. POST OAK LANEHOUSTON, TX 77056713.267.2100 www.HanoverCo.comSHEETNUMBER:ISSUES AND REVISIONS:04/29/2025 - Schematic Design Set 64306/10/2025 - Design Development Set 03-18-202607/22/2025 - 50% Construction Document / GMP Set 08/19/2025 - Issued for Permit Set10/01/2025 - 90% Construction Document Set11/21/2025 - 100% Conformance Set03/18/2026 - 100% IFCL4.10WBM/AMD/MJ/UCSWIMMING POOLDETAILSLANDSCAPE3 In.Ft.6NODIVINGSCALE:SECTIONSWIMMING POOL1/2" = 1'-0"NODIVING3 In.Ft.63'-0"1'-1"1'-1"57'-0"1'-0" Typ.7" Typ2'-4"Paving Per PlanRe: L1 Series(SP-1) Stone CopingRe: Mat. Leg /L0 SeriesStainless SteelCustom HandrailRe: L/L4.10(SP-5) Toe Tile at Each Step10" Thk. Gunite Pool FloorCustom Ladder / Grab RailRe: G/L4.10(SP-2) Waterline TileRe: Mat. Legend /L0 SeriesDepth / No Diving Markersto Align with Deck MarkerRe: I,J /L4.104'-6" Max Depth
Pool Wall Beyond+3'-6" DeepPool Wall BeyondAnti-Vortex Main Drain w/Tamperproof Drain Grates (Typ.)(2) Anti-Vortex Main Drain w/TamperproofDrain Grates (Typ.) at 3'-0" Apart Min.Paving Per PlanRe: L1 Series(SP-1) Stone CopingRe: L1 SeriesStainless SteelCustom HandrailRe: L/L4.10(SP-2) Waterline TileRe: Mat. Legend /L0 Series10" Thk. Gunite Pool FloorSCALE:SECTIONSWIMMING POOL1/2" = 1'-0"+4'-6" Deep4'-6" Max Depth 5"1'-1"25'-8"1'-1"27'-10"3'-0"+4'-6" Deep+4'-6" Deep54'-10"Typ Expansion Jointw/ Slip DowelTyp Expansion Jointw/ Slip Dowel3'-6"(SP-1) Stone CopingRe: Mat. Leg /L0 Series3'-6" Deep+2-Stainless SteelCustom Ladder Rails24" O.C. Apart24" O.C.28" Above
Finished Floor
Pool FloorStepR: 2"Step+8"4"8"4"18"1 7/8"3/4"Custom Handrail ToBe 18" Thick MinimumBrushed Stainless SteelEased Edgeson ALL SidesSECTIONSCALE:ELEV. / SECT.1/2" = 1'-0"CUSTOM LADDERVERIFY LOCATION OF POOLHANDRAILS w/ POOL SHOPS+3'-6" Deep28" Above
Finished Floor
3 12"Overhang10"2'-10"3"R
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"+++R: 1"R: 1"8"4"8"4"5"3"4"4"Water LevelALL Treads Have 2"Sq. Non-Slip Toe Tile.Treads to Slope 2%Towards Center of PoolALL Treads 1" Radius (Typ.)2"3"+R: 1"6"4"2"6"3" Min.EMERGENCYPhone to be WiredFor DIRECT LINEContact to Local911 Call CenterSCALE:ELEVATION / SECTIONEMERGENCY PHONE1" = 1'-0"8"Sonotube2"2'-6" to Center3'-0"1'-6"Newell CapEmergency Phone Boxto be bolted to 2" Post.Ceeco Emergency TelephoneProduct Name:WPP-531-FD-ADACEECO1580 NW 65th AvenuePlantation, FL 33313, USAPhone:1.888,587.5430http://www.ceeco.net/2" Sq. Tubular Steel PostSet in Concrete. Post to bepainted to Match Fencing.Wiring for Phone to be Runinside of 2" T.S. PostWiring to be RunUnderground with Conduitand Connected to be postwith Rigid Conduit.2"PlantingRe: L6 Series8"Sonotube3'-0"1'-6"Newell CapEmergency Phone Boxto be bolted to 2" Post.PlantingRe: L6 SeriesPaving Per PlansRe: L1 Series8"±1'-3"2"2" Sq. Tubular Steel PostSet in Concrete. Post to bepainted to Match Fencing.Route Wiring for Phone Inside of 2"T.S. Post; Wiring to be RunUnderground with Conduit connectedto Post with Rigid Conduit10" MAXPOUR-A-LIDSECTIONSCALE:1" = 1'-0"Pool Gunite &Skimmer SurroundPer Pool ShopsPool Skimmer. Model Per Pool Shops. VerifyCompatibility w/ Pour a LidPool CopingPool WallWaterline TileTile All InteriorSurfaces ofSkimmer ThroatPaving Per PlanRe: L1 SeriesInstall Pour-a-Lid Skimmer LidOutside of Coping. Lid toReceive Paver Infill to MatchAdjacent Field; Cut Pavers to FitPour-a-Lid Skimmer Lidby Stetson Development Inc.Build Up Per Manuf.1'-0"Distance VariesPer Manuf.Mortar PaverInfill in PlaceR.: 1 1/2"1/2" T.S. Hook to beCentered and Weldedto the 2" x 2" Post3 1/2"3"Body HookProvided By Pool ContractorBLOW-UPNOT TO SCALE2"(1) BODY HOOK TO BEPROVIDED BY POOL CONTRACTOR4"2'-6"8"Sonotube1'-6"1'-0"10" Maximum Distance From Edge of Deck(2) 2" Sq. Post Set in ConcretePlace Posts 11'-0" O.C.3'-6"Paving Per PlanRe: L1 SeriesBODY HOOK POSTSECTIONSCALE:1" = 1'-0"3 In.Ft.6NODIVING3'-0"13" Wide Coping Piece1'-0" Typ.1'-0" Typ.7" Typ.7" Typ.Paving Per PlanRe: L1 SeriesFiber Expansion Joint w/Caulk (Typ.)3'-6"3'-6" Deep+Set Post in Cored Hole,Backfill w/ Non-ShrinkGroutPool Entry Steps(SP5) Toe Tile at ALLSTEPSRe: Mat Leg/L0 SeriesSet Post in Cored Hole,Backfill w/ Non-Shrink GroutD
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0 ℄℄4"34" x 2" Stainless Steel Post.Finish to Match HandrailSCALE:SECTIONSTAINLESS STEELCUSTOM HANDRAIL3/4" = 1'-0"ALL Steps have a double row of2" Sq. Non-Slip Toe Tile onTREAD of EACH Step. (Typ.)Treads to Slope 2% towardsCenter of PoolR: 1" (Typ.)+NTS2"1"2"(SP2) Waterline TileRe: Mat. Leg / L0 SeriesEscutcheon PlatePost to be Centeredon Stone CopingR6'-0"
6"9'-6"3"Swimming PoolFt. 4AL4.104Ft. SCALE:PLAN1" = 1'-0"POOL DECK DEPTH MARKERSSCALE:ELEVATION1" = 1'-0"Depth Marker Symbols Sandblasted 14"Deep into Tile Pool Coping. Scoring tobe Provided by Pool ContractorInternational NoDiving SymbolPool Deck Typ.Marker to Favor Edge ofStone Coping at itsConnection with Pool Deck1'-0"1" Lip Overhang6"6"1'-6"4"(SP1) Stone Coping2'-0"2"6"4"(SP1) Stone CopingRe: Mat. Leg/ L0 SeriesDepth Marker Symbols Sandblasted 14"Deep into Stone Pool Coping. Scoringto be Provided by Pool Contractor2'-0"(SP2) 6" Waterline Tile6" Sq. Ceramic Tile Marker andSymbol in Pool Waterline TileCoping / Pool Pool DeckDEPTH MARKERSPOOL DECKSCALE:SECTION1" = 1'-0"LIFE PRESERVER POST2"3'-6"8"Sonotube1'-6"R.: 3"R.: 1.5"1/2" T.S. Hook to beCentered and Weldedto the 2" x 2" Post4"2"4"
8"2"6"3"3/4" T.S. Hook to beCentered and Weldedto the 2" x 2" PostBLOW-UPNOT TO SCALEProvided ByPool Contractor(1) 30" DIA. LIFE RING BUOYAND 50' LONG ROPE TO BEPROVIDED BY POOL CONTRACTOR2" Sq. Post Set inConcreteFooting to MatchPool Fencing Color10" Max. Dist. from Edge of Pool Deck2" T.S. Post ,Paint to Match PoolFencing Color30" Dia. Life Ring Buoyon Pool SideHANDICAP SWIM LIFTSECTIONSCALE:1" = 1'-0"CUSTOM POOL SHOWER SECTIONSCALE:1" = 1'-0"6'-0"
3'-0"The shower/fountain tower will be a custombuild. Shop drawings shall be provided andapproved by the Landscape ArchitectPRIOR to installation.(2) Shower Heads @90° AnglesShower Tower Fountain By MostDependable Fountains (Ph. 800-552-6331).Model 575 SM - Zinc Undercoat withChrome Powdercoat FinishTo be Installed per Manufacturers SurfaceMount Specifications.Utility Access Dooron Back Side(Typ.)8" Stainless Steel Carrier1" Water Supply LineVerify Reinf. Footing w/
Manuf. & Freeze Thaw ABCGHFEIJKLM1 7/8"3/4"Custom Handrail ToBe 1/8" Thick MinimumBrushed Stainless SteelEased Edges on ALL SidesSTAINLESS STEELSECTIONSCALE:N.T.S.CUSTOM HANDRAILR1"3/4" x 2" Stainless SteelCustom Handrail3/4" x 2" Stainless SteelPost. (Same as Handrail)Centered on HandrailAbove. Finish to MatchHandrail℄Eq.2"Eq.3"2"4"HANDRAIL PLAN34"D
HANOVERHYANNIS II55 Wilkens LaneHyannis, MA 02630PROJECT:DRAWN:PLOT DATE:1780 S. POST OAK LANEHOUSTON, TX 77056713.267.2100 www.HanoverCo.comSHEETNUMBER:ISSUES AND REVISIONS:04/29/2025 - Schematic Design Set 64306/10/2025 - Design Development Set 03-18-202607/22/2025 - 50% Construction Document / GMP Set 08/19/2025 - Issued for Permit Set10/01/2025 - 90% Construction Document Set11/21/2025 - 100% Conformance Set03/18/2026 - 100% IFCFiber Expansion Joint (20'-0" o.c. Max.)1/2" Score Joint (5'-0" o.c.)4" Smooth Trowel BorderLight Broom Finish ConcreteVariesSee Site PlanSCALE:PLANTYPICAL SIDEWALK1/2" = 1'-0"L4.20BL4.20CTYPICAL CONCRETE (PEDESTRIAN USE) SECTIONSCALE:1" = 1'-0"Color To Be "Concrete Gray" by sikaflex - No Exceptions8"2"4"#3 Rebar 15" o.c.e.w.4"4" Smooth Trowel Border4" Smooth Trowel BorderBroom Finish4" Smooth Trowel BorderBroom Finish1/2" Slip Dowel, 12" Length @ 24"o.c.,Greased On One End W/ Sleeve6"with 1/2" Radius @ Edgewith 1/2" Radius @ Edgewith 1/2" Radius @ Edge4" CompactedStone Base4" Concrete WalkFiber Expansion Joint w/ Snap Cap & Caulk Above (20'-0" o.c. Max.)#3 Rebar @ 15" o.c.Fiber E.J. with Snap Cap w/ Caulk Filler(Color to Match Sidewalk, See MaterialsLegend)BuildingRe: Arch.SCALE:SECTION1" = 1'-0"DOWEL @ BLDG.Concrete w/ Broom Finish12" x 1/2" Dia. Slip Dowel@ 24" o.c. (Typ.)Grout Dowel w/ 2500 PSINon Shrink Grout4" Slope4" Compacted Stone Base8"TYP. FLATWORKStone or Tile PavingRe: Plans For Exact TypeMortar Setting Bed(Thinset)Concrete Base with#3 Bars @15" o.c.e.wand #4 BarsContinuous @ PerimeterSECTIONSCALE:PAVING TRANSITION1 1/2" = 1'-0"4"
6"2"4"
6"#3 Rebar @15" o.c.e.w and #4 BarsContinuous @ Perimeter8"2"8"Typical Concrete SidewalkRe: A/L4.20Fiber Expansion Joint w/ CaulkAboveFlush#4 Dowel @ 24" o.c.4" Smooth Trowel BorderLight Broom Finish ConcreteVaries Per PlanVaries Per PlanSCALE:PLANTYPICALSTEPPING PAD1/2" = 1'-0"4" (Typ.)4"4"HL4.20EQ.4" Typ.EQ.Varies, Re: L1 Series PlansSCALE:SECTIONTYPICAL STEPPING PADS1" = 1'-0"6"x6" Welded Wire Mesh4 12" Thick Concrete SteppingPad to be Poured-In-PlaceCompacted GravelL4.20GEQ.4" Typ.EQ.Varies, Re: L1 Series Plans6"x6" Welded Wire Mesh4 12" Thick Concrete SteppingPad to be Poured-In-PlaceCompacted GravelCONCRETE STEPPING PADSTILE STEPPING PADSThinset Tile Paving14"14"Note: Step down tobe 4" Max. allowed4"6"4"8"BuildingRe: ArchFencing Beyond#3 Rebar @15" O.C.Concrete Finish4" Compacted Stone BaseFiber Expansion Jointw/Snap Cap with Caulk filler12" x 12" Dia. Slip Dowel @24" o.c. (Typ.)Compacted EarthSCALE:SECTIONPATIO STOOP1"=1'-0"SlopeSynthetic Turf (PM-6)Manufacturer: ForeverLawn Inc.Crushed Limestone Baseper Manufacturer. Top Dressw/ 14" - 38" Limestone & CompactIn PlaceArea Drain (Typ.)5"12" x 12" Adjustable Catch Basin:#1200NGB Grate: #1211 - Black Finish.Set Over Drains Within Lawnpad Area,Centered Within Each Area.Contact NDS: 800.726.19941'-0"1" Staple @ 3" O.C.Filter Fabric Between CompactedBase and Decomposed Granite,Fully Blocking Gravel From Enteringinto Catch Basin Area (Typ.)Concrete Curb /BorderRe: See Plansfor Type.6"2x6 Composite Perimeter Board;Set Board Per Maufacturer'sInstructions.Fasten Board to Concrete w/Tap-con screws @ 9" o.c.SCALE:SECTIONSYNTHETIC LAWN AT PLANTING1" = 1'-0"PlantingRe: L6 Series5'-0"6"SCALE:SECTIONSYNTHETIC LAWN AT PAVING1" = 1'-0"Paving Per PlanExpansion Jointw/ Caulk Above6" Thk. Concrete CurbConcrete FootingFrench Drain2x6 Composite Perimeter Board;Set Board Per Manufacturers Instructions.Fasten Board to Concrete w/Tap-conscrews @9" o.c.Filter Fabric Between Compacted Baseand Decomposed Granite, FullyBlocking Gravel From Entering intoCatch Basins Below Turf (Typ.)Crushed Limestone Baseper Manufacturer. TopDress w/ 14" - 38" Limestone& Compact in PlaceSynthetic Turf (PM - 6)Manufacturer: ForeverLawn Inc.1" Staple @3" O.C.FRENCH DRAIN8" MIN.FinishedGradeSCALE:SECTION1" = 1'-0"4"Broom FinishedConcrete Sidewalk (Typ.)4"#3 Rebar 15" o.c.e.w.Gravel Bed Wrapped inFilter Fabric (Typ.)4" Dia. ADS PerforatedPipe Wrapped W/ Drain Sock.Surround Pipe W/ 3" of Gravel& Connect to Storm Drainage6"4" CompactedStone Base4'-0"Decomposed Granite Gravel per PlanFilter Fabric per SpecsCompacted Subgrade, Slope toDrain as Req'dPlantingRe: L6 SeriesPlantingRe: L6 SeriesSCALE:SECTIONDG W/ STEEL EDGE1-1/2" = 1'-0"4"Steel Edging (18"x4")with Stakes (Black)Edging Stakes (Black)SCALE:SECTIONDOWNSPOUT@ PLANTING BED1-1/2" = 1'-0"Top of Soil2" Min.1" Min.PVC Pipe Per PlansStainless Hose ClampRubber Bell Reducer;Confirm Size On SitePlastic Drain GrateDownspoutSCALE:SECTIONDOWNSPOUT@ PAVING1-1/2" = 1'-0"1" Min.4" PVC PipeAdjacent Concrete PavingDownspout2"Downspout; Confirm Size On Site1"NDS Plastic Drain GrateSCALE:SECTIONCONCRETE SIDEWALKAT BACK OF CURB1-1/2" = 1'-0"Typical Concrete Paving Per PlanAL4.20Typical Concrete Paving Per PlanAdjacent planting per planRe: L6 seriesExpansion Joint w/ Caulk Aboveand 12" Long #4 Dowels @ 18" o.c.Concrete Driveway6" Wide Conc. CurbSIDEWALKDRIVEWAY6"6"Varies, Re: L1 Series PlansSCALE:SECTIONSIDEWALK &DECOMPOSED GRANITE1" = 1'-0"6"Filter Fabric per SpecsCompacted Subgrade,Slope to Drain as Req'dDecomposed Granite Gravel per Plan (PM-8)Re: L1 Series4"8"ABCDEFGHIJKLMNOPL4.20WBM/AMD/MJ/UCFLATWORKDETAILSLANDSCAPEConcrete Paving at Dog RunRe: L1 SeriesSCALE:SECTIONMULCH AT DOG RUN1" = 1'-0"Shredded Hardwood MulchPlanting per PlansRe: L1 & L6 Series8"2"4'-0"#3 Rebar 15" o.c.e.w.4"4"4" Compacted Stone base6"Dog Run FenceRe: D/L4.404"3"3" to 4" ShreddedHardwood Mulchsloped to Drain2" to 3" Fill Dirt asBase for MulchFilter Fabric (KeepingFines Out of DrainageGravel)3-4" Crushed GravelBase (Drainage)CompactedSubgrade2'-0"2'-6" Min.1'-0" Min.Transition to HardwoodMulch No Greater than 14"Difference (Required)4" Dia. ADS Perforated PipeWrapped W/ Drain Sock. SurroundPipe W/ 3" of Gravel. Connect toStorm Drainage.QSCALE:SECTIONTILE PAVING AT THRESHOLD1" = 1'-0"Thinset Tile PavingDoor Jamb BeyondFace of Building; See ArchitectFiber Expansion Joint#3 Bars Spaced @ 15"O.C.E.W.Building FoundationFinished Floor#4 Dowel @ 18" O.C.Sleeve One End*Monitor Threshold StepDuring Construction Due to theStep in Substrates1/4" (1/2" MAX. W/Beveled Threshold )4"8"6"4" CompactedStone BaseSCALE:SECTIONTHINSET TILE AT GRAVEL1" = 1'-0"6"Filter Fabric per SpecsDecomposed Granite Gravelper Plan Re: L1 Series4"8"Thinset Tile Paving#3 Bars Spaced @15" O.C.E.W.4" CompactedStone Base4"RVOID
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HANOVERHYANNIS II55 Wilkens LaneHyannis, MA 02630PROJECT:DRAWN:PLOT DATE:1780 S. POST OAK LANEHOUSTON, TX 77056713.267.2100 www.HanoverCo.comSHEETNUMBER:ISSUES AND REVISIONS:04/29/2025 - Schematic Design Set 64306/10/2025 - Design Development Set 03-18-202607/22/2025 - 50% Construction Document / GMP Set 08/19/2025 - Issued for Permit Set10/01/2025 - 90% Construction Document Set11/21/2025 - 100% Conformance Set03/18/2026 - 100% IFCL4.21WBM/AMD/MJ/UCFLATWORK & BBQDETAILSLANDSCAPE2'-8"
Above F.G.
6"8" x 8" Wood Post8'-0" O.C.w/ 1" Chamfer4" x 8" Wood Rail(Typ.)Wood Guard Rail(Typ.)1'-6"2'-10"6"1'-6"Concrete Footing(Typ.)SCALE:SECTIONVEHICLE GUARD RAIL (WOOD)1" = 1'-0"Superpave Ashpalt Mixture,HMA Binder CourseRe: Civil DwgsCompacted SubgradeSuperpave Ashpalt Mixture,Wearing CourseRe: Civil Dwgs8'-0" O.C.Maximum Span4" x 8" Wood Rail (Typ.)6"8" Sq. Post w/1" Chamfer (Typ.)Top of Adjacent Finished Paving(4) 12" Dia. Bolts w/Washers and NutsPer Rail to PostConnection. (Typ.)4" x 8" Rail to be onParking Lot Side of Post2'-8"SCALE:ELEVATIONVEHICLE GUARD RAIL1/2" = 1'-0"BL4.21ELEVATION/ SECTIONGAS BARBECUE GRILLSCALE:1" = 1'-0"3'-0" To Shelf
4" Deep Gravel Steel Edging (4" x 3/16") with StakesGas BBQ Grillby American Outdoor GrillModel: 24NGT (No Rotisserie Kit)(Ground Mounted Post)1'-0"Gas Line Goes Through Clearance Hole inBottom of Post, then Attaches to FlexConnector(Clearnace Hole is the Larger of the two)Verify That Gas Line is RunThrough Post Hole (Off Center)and Extends High Enough toReach Connection Point.Remove Back Access Plate to Access GasConnection.Do Not Allow Bottom of Back Access Plate to goBelow Ground Level.4"Natural Gas Line (Typ.)4'-0"4"1'-0"6"Edging Stakes (Black)3'-0" To Shelf
1'-4"3'-6"1'-0"4"1'-0"6"Gas BBQ Grillby American Outdoor GrillModel: 22-S1S1N-PG(Ground Mounted Post)Steel Edging (4" x 3/16")with StakesAdjacent PavingRe: L1 SeriesConcrete Footing4" Deep GravelEdging Stakes (Black)Filter FabricFilter FabricCompactedSubgradeCompactedSubgradeABESCALE:SECTIONTYPICAL CONCRETE UNIT PAVERS1" = 1'-0"Concrete Unit PaversRe: PlansPlanting8"4"Typical Sub-Slab & BaseCompacted Sub Grade4"4"Mortar Set Outer (2)Courses of PaversCSCALE:SECTIONCONCRETE PAVINGAT THRESHOLD1" = 1'-0"Concrete PavingDoor Jamb BeyondFace of Building; See ArchitectFiber Expansion Joint#3 Bars Spaced @ 15"O.C.E.W.4" Compacted Stone BaseBuilding FoundationFinished Floor#4 Dowel @ 18" O.C.Sleeve One End*Monitor Threshold StepDuring Construction Due to theStep in Substrates1/4" (1/2" MAX. W/BeveledThreshold)4"8"6"SCALE:SECTIONTILE PAVING AT THRESHOLD1" = 1'-0"Thinset Tile PavingDoor Jamb BeyondFace of Building; See ArchitectFiber Expansion Joint#3 Bars Spaced @ 15"O.C.E.W.Building FoundationFinished Floor#4 Dowel @ 18" O.C.Sleeve One End*Monitor Threshold StepDuring Construction Due to theStep in Substrates1/4" (1/2" MAX. W/Beveled Threshold )4"8"6"4" CompactedStone BaseDF
HANOVERHYANNIS II55 Wilkens LaneHyannis, MA 02630PROJECT:DRAWN:PLOT DATE:1780 S. POST OAK LANEHOUSTON, TX 77056713.267.2100 www.HanoverCo.comSHEETNUMBER:ISSUES AND REVISIONS:04/29/2025 - Schematic Design Set 64306/10/2025 - Design Development Set 03-18-202607/22/2025 - 50% Construction Document / GMP Set 08/19/2025 - Issued for Permit Set10/01/2025 - 90% Construction Document Set11/21/2025 - 100% Conformance Set03/18/2026 - 100% IFCL4.30WBM/AMD/MJ/UCPLANTERS & SITE WALLSDETAILSLANDSCAPEDecorative Pot InstalledLevel at HardscapeCondition (Typ.)Rubber-Based Shim tobe Used For LevelingPurposes ThroughoutArea Underneath PotFoam Backer Rod toSeperate Mortar fromCaulking (Typ.)SECTIONSCALE:POT AT SLOPED GRADE CONDITION1 1/2" = 1'-0"CONNECTINON OF DECORATIVEDecorative Pot to RemainLEVEL. Finished Grade MaySlope for Positive DrainageThin-set Mortar to Fillin ALL Gaps BetweenShim Stocks (Typ.)Sikaflex Caulking, AppliedGenerously, to Fill in ALLExposed Open SpaceBetween Pot Edge andSloped Paving Surface.Landscape Arch to ApproveColor of Sikaflex Dependingon Hardscape Finish andColor of Pot. Sample Areato be Approved in Field.6"Varies3"3"Planter Soil Mix Re: Land Specs.4" of Pea Gravel to Surround andCover Atrium Drain and Waterproofing3" Round Grate DrainCompacted SubgradeFINAL LOCATIONS OF POTS TBD1'-4"3'-0"Adjacent Paving Per Plan#3 Rebar 15" o.c.e.w.2" Dia. Irrigation Sleeve(Typ.)3" Dia. Drainage Pipe (Typ.)Decorative PlanterSECTIONSCALE:1 1/2" = 1'-0" DEC. POT ON GRADEWATERPROOFINGTop 3" of Pot does Not RequireInterior WaterproofingWaterproofing to be Applied toInterior Walls of Planter3" Gravel (Peculation Layer) Wrapped inFilter Fabric (Typ)T.B.D.By NDSPart # NDS 15 Color. GreyPhone. 1.800.726.19981-60 Mil Layer of Tremco 250 GCApplied To Entire Interior Wall ofDec. Pot that is Not ExposedSCALE:SECTIONTYP. DECORATIVEPOT ON GRAVEL1" = 1'-0"Compacted Subgrade4" Class II BaseConcrete Slab w/ #4 Bar@ 15 O.C.E.WGravel BedPlanter Soil Mix Re: Land Specs.4" of Drainage GravelFilter Fabric to Cover Connection ofPenetrations and Keep Gravel Out ofDrainage3" Round Atrium Grate Drain By NDSPart # NDS 270Daylight into Gravel as ShownCut Block to support Pot (Set Leveland Plumb) flush with Pebble4"Irrigation LineNote: **Where Highly Expansive Soils ExistContractor To Provide 24" of Non ExpansiveSoils Per Geotechnical Report Section 3.3Concrete Leighton Project # 13098.0025'-0"HANOVERHYANNIS II9"10'-6"4'-0" Min. Footing
SCALE:SECTIONMONUMENT SIGN1" = 1'-0"SCALE:ELEVATIONMONUMENT SIGN1" = 1'-0"SCALE:SECTIONMONUMENT SIGN1" = 1'-0"SCALE:PLANMONUMENT SIGN1" = 1'-0"(WM-1) Magnum Tile Panels9"Finish AllExposed Sides(WM-1) Magnum Tile PanelsSCALE:PLANMONUMENT SIGN1" = 1'-0"SCALE:ELEVATIONMONUMENT SIGN1" = 1'-0"5'-0"10'-6" ( Magnum Porcelain Panel Size = 63" x 126")L4.30GL4.30EL4.30IL4.30FL4.30H(WM-1) Magnum Tile Panels. Front &Back. Cut to Size for Top and WallEnds. No Joints on Face or Wall EndsLetters & Graphics to be InternallyIlluminated; Re: Natural Graphics5'-0"Letters & Graphics to be InternallyIlluminated; Re: Natural Graphics(WM-1) Magnum Tile Panels. Front &Back. Cut to Size for Top and WallEnds. No joints on Face or Wall Ends9"Letters & Graphics tobe InternallyIlluminated; Re:Natural Graphics(WM-1) Magnum TilePanels 8" Bond Beam w/(2) #5 Cont. Fill w/2500 PSI Grout#5 Cont. (T & B) @ 12" O.C.w/ #3 Stirrups @12" O.C.8" CMU w/ #5 @ 16" o.c.Vert. & Truss Type Reinf.@ 16" o.c. Hort. GroutReinforced Cells w/ 2500PSI Grout8" CMU Reinforced w/ #4 @ 16" O.C. Vertical and TrussType Reinf. @ 16" O.C. Horizontal. Fully Grout All Cellsw/ 2500 PSI Grout. Use 2 Layers #4 Bars for 12" CMU(WM-1) Magnum Tile Panels(WM-1) Magnum Tile Panels#5 @12" O.C." (Top & Bottom)Butt JointButt JointButt Joint8" CMU Reinforced w/ #4 @ 16"O.C. Vertical and Truss Type Reinf.@ 16" O.C. Horizontal Fully Grout AllCells w/2500 PSI Grout. Use 2Layers #4 Bars for 12" CMUButt JointButt JointButt JointEnsure Ledge IsProvided for VeneerButt JointTop of Sign Wall10'-6"2'-0" Tall Shrub
Shown for Reference
3'-0"1'-1"Conc. Footing5'-0"1'-1"
2'-0" Tall Shrub
Shown for Reference
4'-0" Min. Footing Infill Remaining VeneerSurface w/ Block or BrickInfill Remaining VeneerSurface w/ Block or BrickABCDEFGHI
HANOVERHYANNIS II55 Wilkens LaneHyannis, MA 02630PROJECT:DRAWN:PLOT DATE:1780 S. POST OAK LANEHOUSTON, TX 77056713.267.2100 www.HanoverCo.comSHEETNUMBER:ISSUES AND REVISIONS:04/29/2025 - Schematic Design Set 64306/10/2025 - Design Development Set 03-18-202607/22/2025 - 50% Construction Document / GMP Set 08/19/2025 - Issued for Permit Set10/01/2025 - 90% Construction Document Set11/21/2025 - 100% Conformance Set03/18/2026 - 100% IFCL4.40WBM/AMD/MJ/UCFENCINGDETAILSLANDSCAPESECTION/ELEVATIONSCALEFIRE LANE GATES3/8" = 1'-0"22'-5"6"6"4'-0"2'-6"Drop PinGate Latch - Extra Large Heavy Duty Slide BoltCatalog # HA 8 Avail. Triple S Steel Co.(800-392-3655)Lock and Keyset to Comply withFire Department Requirements6" x 6" Tubular Post w/Newel Post Cap3/4" Tubular SteelPickets @ 4" O.C.2" Sq. SteelGate Frame (Typ.)1 1/2" x 1/2"Channel (Punched)Heavy Duty Hinges7' WoodPerimeter Fence7' WoodPerimeter Fence4" - 6" Air GapConcrete Footing(Typ.)1'-6"1'-0"Sleeves for Drop Pinsin Conc. Footing1"11'-2"11'-2"POOL EQUIPMENT ENCLOSUREELEVATION / SECTIONSCALE:1/2" = 1'-0"6' HT. HORIZ. WOOD PICKETL4.40F6'-0"3'-2" Opening3'-0"2" Air GapDeadbolt onlyfor ServiceLandscape Arch. toReview Steel ShopDrawings for GateFraming Prior toInstallation2" x 6" CedarCap1" x 4" CedarFascia Board4" x 4" TreatedPine Post2" x 4" TreatedPine Rails Beyond1" x 6" CedarPicketsNOTE:1.All Treated Wood Shall be .40 CCA Or Greater.2.Fence to be Stained (2 Coats), S.W. 3531 BlueShadow, Solid Stain. Apply per Manufacturer'sInstructions.3.Stain TWO Panels as a Mock Up & AwaitApproval from Land. Architects.Heavy DutyHinges12'-0"6'-0"3'-0"6"1'-0"4" x 4" (x9')Treated PinePostConcreteFooting (Typ.)CompactedSubgrade (Typ.)2" x 6" CedarCap2" x 4"Treated PineRails Beyond1" x 4" CedarFascia Board(Pickets Start &Stop HiddenBehind Fascia).1" x 6" CedarPicketsFinish GradeConcrete Footing (Typ)4'-0"1'-6"2'-0"1'-0" Min.DOG RUN GATE ELEVATION / SECTION3'-6"2'-6" Min.SCALE:1/2" = 1'-0"4"8'-0" MAX. Between Posts4'-0"4" PostScale 1 1/2"= 1'-0"CHAIN LINK1 58" X 2 716" X 12 ga. Steel ChannelCentered Between 2X2 Post (typ.)Manufacturer: Power-StrutModel: PS 150Ph. #: 1-800-274-1303Chain Link FabricManufacturer: Master HalcoType: Permafused II polyolfin fused andadhered to zinc-coated steel wireGauge: 11Mesh: 1-1/4"Color: Midnight Black3'-0"Tension Wire ToBe 6" MaxChain Link Fabric To Be2" Max From FinishedGrade (Typ.)4 x 4" Post To OccurAt Gate Openings andCorners ONLYGate Frame: 2" Sq. Steel Tube(3 Sides, Handle Side is 4" Wide )90° Gate Stop4" High, 1"x1" angleiron, weld into placeand paint to matchpost.8" Tall x 3'-6" (Gate Width)116" Thick Metal Plate Weldto Inside of Gate1'-6" Min.3'-6"Pedestrian Gate2"Hager #3400 'August' StyleLock Set (Both Sides)4"4x4 Corner PostTension Bar (Typ.)Tension Wire (Typ.)Finished Grade2" x 2" Line Postsat 8'-0" O.C.18" Thk. Post Caps To be Flush (Typ.)4"x4" Gate PostsLocinox Mammoth 180Self-ClosingTop Hinge (Color: Black)Locinox Mammoth 180 Self-ClosingBottom Hinge (Color: Black)SCALE:SECTION1/2" = 1'-0"L4.40E7'-0"8'-0" O.C.2" Air Gap7'-0"3'-0"6"1'-0"4" x 4" (x10')Treated PinePostConcreteFooting (Typ.)CompactedSubgrade (Typ.)2" x 6" CedarCap1" x 6" CedarPickets2" x 4"Treated PineRails Beyond2" x 6" CedarCap1" x 4" CedarFascia Board4" x 4" TreatedPine Post2" x 4" TreatedPine Rails Beyond1" x 6" CedarPicketsEq.Eq.7' Ht. PERIMETER WOOD FENCE1" x 4" CedarFascia Board(Pickets Start &Stops HiddenBehind Fascia).NOTE:1.All Treated Wood Shall be .40 CCA Or Greater.2.Fence to be Stained (2 Coats), S.W. 3531 BlueShadow, Solid Stain. Apply per Manufacturer'sInstructions.3.Stain TWO Panels as a Mock Up & AwaitApproval from Land. Architects.2'-0"ELEVATION/SECTION2'-6" Min.SCALE:1/2" = 1'-0"3"1"2" x 2" @8'-0" o.c. w/ Newel Cap3'-6"Line Posts42" PATIO FENCE8'-0" MAX. Between Posts2"3'-0"Concrete Footing (Typ)Finish Grade1" Sq. Tubing1/2" Solid PicketsSpaced 4" OnCenter4" Max.1'-0" Min.3" Gap Between Railand Finished Grade (Typ.)1 12" x 1 12"Tubing Top RailPLAN & SECTIONSCALE:N.T.S.4" x 4" CAP DETAIL2" x 2" or4" x 4" Post Capto be Flush with Poston ALL SidesCap to be 1/8" ThickSteel Plate. Weldedand Painted to MatchColor of Post2" x 2" or4" X 4" T.S. Gate Post2" or 4"2" or 4"2" or 4"1/8"2" x 2" CAP DETAIL /All Joints tobe grinded smoothSee Plans for PostSizes (2" or 4")TILT UPSCALE:N.T.SFENCE CHANNEL1 58" X 2 716" X 12 Ga. Steel ChannelCentered Between Posts (Typ.)Manufacturer: Power-StrutPh. #: 1-800-274-1303Tension Bar (Typ.)Chain Link FabricManufacturer: Master HalcoType: Permafused II polyolfin fused andadhered to zinc-coated steel wireGauge: 11Mesh: 1-1/4"Color: Midnight Black1/8" Thk. Post CapsTo Be Flush (Typ.)2 X 2 Post Or4 X 4 PostSee Layout PlanAnd Elevation1 58"2 7
16"Equal
FENCE CHANNEL NOTE:Design Intent Is To DisguiseAll Top Horizontal FasteningElements Within Confines OfCentered Steel Channel.Hardware To Be WeldedTo Post (Typ.)Tension Bar To Be HeldWith Carriage BoltTension Bar (Typ.)Finish GradeConcrete Footing (Typ)4'-0"1'-6"2'-0"1'-0" Min.ELEVATION / SECTION3'-6"2'-6" Min.SCALE:1/2" = 1'-0"4"3'-6" Pedestrian Gate8'-0" MAX. Between Posts6'-0"5'-8"4" PostRe: A/L4.11Scale 1 1/2"= 1'-0"POOL ENCLOSURE GATE1 58" X 2 716" X 12 ga. Steel ChannelCentered Between 2X2 Post (typ.)Manufacturer: Power-StrutModel: PS 150Ph. #: 1-800-274-1303Re: B/L4.11Chain Link FabricManufacturer: Master HalcoType: Permafused II polyolfin fusedand adhered to zinc-coated steel wireGauge: 11Mesh: 1-1/4"Color: Midnight Black2 716"Tension Wire (Typ.)Tension Bar (Typ.)4X4 Corner Post1/8" Thk. Post Caps To Be Flush (Typ.) Chain LinkFabric To Be2" Max FromFinishedGrade (Typ.)Finish Grade4 x 4" Post To Occur at GateOpenings and Corners ONLY4" X 4" Gate PostsSelf-Closing/ Self Locking Gate w/Passage Lever on Both ExteriorSides. FOB Digital Entry to be Run ViaPost (Receiving Side of Handle Set).Finish To Be Silver/ Chrome.Submit ENTIRE Entry System to LA ForApproval. Center of Passage Lever to be4' From Finish Grade.Steel Frame To SecureChain Link FabricGate Frame: 2" Sq.Steel Tube (All 4Sides)90° Gate Stop4" High, 1"x1" AngleIron, Weld Into Placeand Paint to MatchPost.8" Tall x 3'-6" (Gate Width)116" Thick Metal Plate Weldto Inside of Pool Gate1'-6" Min.Re: C/L4.11 Panic Bar, Centered onHandleset (Pool Side).Fob Access Control PanelSubmit Shop Drawings andProduct Data for Approval Priorto Fabrication/ Installation3'-6"4" Post4" PostPUSH SIDE OF GATE2" x 2" Line Posts 8'-0" o.c.Tension Wire tobe 6" Max above Grade4'-0"1 58" X 2 716" X 12 ga. Steel ChannelCentered Between 2X2 Post (typ.)Manufacturer: Power-StrutModel: PS 150Ph. #: 1-800-274-1303Re: B/L4.40Panic Bar, Centered onHandleset (Pool Side).6'-0"4" X 4" Gate Posts4'-0"
10"Locinox Mammoth 180Self-ClosingTop Hinge (Color: Black)Locinox Mammoth 180 Self-ClosingBottom Hinge (Color: Black)Self Closing GateHinges BeyondABCDEFGSCALE:ELEVATION3'-6" (42") HEIGHT GATEAT PRIVATE PATIO1" = 1'-0"1/2" x 2" Sqr. Tubular Steel Picket@ 4" O.C. (Typ.)Lever Shall be Delta Passage /Hall / Closet type by Kwiksetor Approved Equal. Finish toMatch Lever at Adjacent Unit2"x3" Gate Frame3'-6" Clr.3'-6"12"4"O.C.3'-2"3"2"x3" Tubular Steel Gate FrameGATE SECTIONHeavy Duty SelfClosing Hinges (Typ)2"2"3'-0"2"3"x3" Post (Beyond)2'-0"±9"±9"2"x3" Gate FrameLever Shall be Delta Passage /Hall / Closet type by Kwiksetor Approved Equal. Finish toMatch Lever at Adjacent Unit3'-5"2'-0"
2'-6" Min.3'-9"12"8" Dia. Conc. Footing3" Sqr. Tubular Steel Post2"x3" Tubular Steel Gate Frame12"HJA/C CONDENSER ENCLOSUREELEVATION / SECTIONSCALE:1/2" = 1'-0"5' HT. HORIZ. WOOD PICKETL4.40K5'-0"6"1'-0"3'-0" Opening1" x 6" Cedar PicketsConcreteFooting (Typ.)34" Gap3'-0"Steel Gate Framing: Landscape Arch. toReview Steel Shop Drawings for GateFraming Prior to Installation2" x 6" Cedar CapNOTE:1.All Treated Wood Shall be .40 CCA Or Greater.2.Fence to be Stained (2 Coats), Blue Shadow - Sherwin Williams #3531,Solid Stain. Apply per Manufacturer's Instructions.3.Stain TWO Panels as a Mock Up & Await Approval from Land. Architects.CompactedSubgrade (Typ.)1'-10" Air Gap For A/CCondensor Air Flow1" x 4" CedarFascia Board4" x 4" TreatedPine Post1" x 6" CedarPicketsSee Plan2"4" x 4" TreatedPine Post5'-0"
5'-0"Deadbolt Onlyfor Service3'-0"GATE AT CONDENSOR ENCLOSURE TYPICAL FENCING AT CONDENSER ENCLOSURE Heavy DutyHinges2" x 4" TreatedPine Rails Beyond34" Gap8'-0" o.c. Max2" x 4" Treated Pine RailsFace ofBLDG3" Air Gap2" x 6" CedarCap1" x 4" Cedar Fascia Board(Pickets Start & Stop HiddenBehind Fascia).K
HANOVERHYANNIS II55 Wilkens LaneHyannis, MA 02630PROJECT:DRAWN:PLOT DATE:1780 S. POST OAK LANEHOUSTON, TX 77056713.267.2100 www.HanoverCo.comSHEETNUMBER:ISSUES AND REVISIONS:04/29/2025 - Schematic Design Set 64306/10/2025 - Design Development Set 03-18-202607/22/2025 - 50% Construction Document / GMP Set 08/19/2025 - Issued for Permit Set10/01/2025 - 90% Construction Document Set11/21/2025 - 100% Conformance Set03/18/2026 - 100% IFCL4.41WBM/AMD/MJ/UCFIREPITDETAILSLANDSCAPE3'-0"3"2"2"Electrical Conduit FromFire PitConc. Footing2"ELEVATION6"3'-0"2"2"Intermatic Timer(Mount to 6" Wide Face)Re: Note BoxEmergency Shut-Off Switch(Mount to 6" Wide Face)Re: Note Box2" x 6" T.S. PostPaint to Match Bldg.Metal Components10" Dia. Min.24" Min.
6'-0"DL4.41SCALE:ELEVATIONFIRE PIT1-1/2" = 1'-0"SCALE:SECTIONFIRE PIT1-1/2" = 1'-0"SCALE:PLANFIRE PIT1-1/2" = 1'-0"SCALE:ELEVATIONFIRE PIT1-1/2" = 1'-0"SCALE:SECTIONFIRE PIT1-1/2" = 1'-0"SCALE:SECTION / ELEVATIONFIREPIT TIMER &EMERGENCY SHUT OFF1-1/2" = 1'-0"℄AL4.41B
L4.41 1" Overhang Typ.1" OverhangEL4.41DL4.41B
L4.41
B
L4.41(WM-3) Stone Cap3" Vent Pipes(2) Each on Long Sides of FirepitLinear BurnerRe: Fire Pit MaterialsDecorative MediaPipe Vent Cover Grate8"x8" Stainless Steel Recessed Access Door w/ Key Operated Cylinder Cam Latch. Stone inRecessed Door Panel. Gas Shut Off Valve To Be Located Directly Behind Door.Note: Master Timer To Be Locatedin Electrical Room.Gas Shut-off Valve AccessibleThrough DoorInstall Access door on Opposite sideof Nearest Face of Building(WM-4) Brick Veneer Below toMatch Building(WM-3) Stone Cap1'-8"6'-0"1" Overhang Typ.(WM-4) Brick Veneer toMatch Building Beyond(WM-3) Stone Cap(Waterfall Edge)EL4.411'-8"℄℄EL4.4115'-0"1'-8"1'-6"12'-0"1'-6"15'-0"4"
1'-0" Min.Gas LineElectrical LineSlopeSlopeConcrete Footing w/ #5@12" O.C.E.W. T&B (Typ.)Compacted SubgradeIgnition System, Install perManufacturer's Instructions;Re: Firepit MaterialsLinear BurnerRe: Firepit MaterialsBurner PanRe: Firepit MaterialsVent Pipes BeyondVent Grate BeyondFill Pan Up w/ Rolled Lava Rockup to 1" Below Top of FirepitRe: Firepit MaterialsAdjacent PavingPer Plans(WM-3) Stone Cap(Waterfall Edge)℄
℄Eq.Eq.Eq.8"x8" Stainless Steel Recessed Access Door w/ Key OperatedCylinder Cam Latch. Stone in Recessed Door Panel. GasShut Off Valve To Be Located Directly Behind Door.NOTE: Master Timer To Be Locatedin Electrical Room.(WM-3) Stone Cap (Waterfall Edge)(WM-4) Brick Veneerto Match BuildingMaster Timer (See Note This Sheet)Mounted in Electrical RoomAdjacent Paving Per Plans18" Wide Butt JointElv.
L4.41
Eq.Eq.
1'-0" Min.Adjacent PavingPer Plans(WM-3) Stone Cap Turndown(Butt Joints as shown)(WM-4) Brick Veneer to Match Building3" Vent Pipes w/ GrateFill Pan Up w/ Rolled Lava RockUp to 1" Below Top of FirepitRe: Firepit Materials1'-6"1'-6"3'-0"6'-0"Gas LineElectrical LineSlopeSlopeConcrete Footing w/ #5 @12" O.C.E.W. T&B (Typ.)18 Wide Butt Joint18" Wide Butt Joint18 Wide Butt JointAdjacent PavingPer Plans6"3" Dia. Weep Hole Cored IntoConcrete Filled w/ Gravel(4) Equally Spaced 1/8 Wide Joints.Verify w/ Stone Lengths Ordered.Ensure Joint Spacing is Equal℄℄3'-8"3'-8"℄
℄7'-6"7'-6"Ignition System, Install perManufacturer's Instructions;Re: Firepit MaterialsLinear H-BurnerRe: Firepit MaterialsBurner PanRe: Firepit Materials18" Wide Butt Joint3'-8"3'-8"8"1'-3"3" Dia. Weep HoleCored Into ConcreteFilled w/ GravelBlock InfillCL4.412'-11"15'-0"1'-6"1'-6"3'-0"1'-6"3'-8"3'-8"3'-8"3'-8"℄(WM-3) Stone Cap w/ WaterfallEdge on Sides of Fire Pit(WM-3) Stone Cap w/ WaterfallEdge on Sides of Fire Pit1'-3"GFCI in Waterproof Outlet - Center of Outlet @ 15" AboveGrade. Hubbell USB Charger Combo Type A&C Housed in aWaterproof Arlington Industries Collapsible Clear Cover2'-0"18" Wide Butt JointEq.8" CMU Grouted Fullyw/ 2500 PSI Grout &Vert. & Horiz. Reinf.Paint ExposedCMU Black8" CMU Grouted Fullyw/ 2500 PSI Grout &Vert. & Horiz. Reinf.4"12'-0"2'-11"1'-6"11'-10"2'-10"ABCDEFFIRE PIT NOTES1. POST MOUNTED TIMER - 60 Min. Commercial Grade Wall timer (Push Button) - Manufacturer: Intermatic - Model #: EI205W2. WEATHER PROOF COVER FOR WALL MOUNTED TIMER - Decorative RV Use Vert mounting Gray Base, Clear Cover- Manufacturer: Pass & Seymour- Model: 37233.MASTER TIMER (See Location in L1 Layout sheet)-Manufacture: McMaster-Carr-Model: Set-to-the-Minute Time & Day Controller (7459K91)-Contact: McMaster-Carr PH: 404.346.70004.H-Burner FIRE INSERT-Manufacturer: Fire By Design-Size: 8'-0" x 6" (96" x 6") H-Style Burner-Contact: Fire By Design PH: 877.807.8923-BURNER PAN-Manufacturer: Fire By Design-Size: Sized Per Detail-Contact: Fire By Design PH: 877.807.89236. ELECTRONIC IGNITION SYSTEM-Manufacturer: Fire By Design-Model: SCGNG-FS-Contact: Fire By Design PH: 877.807.89237.DECORATIVE MEDIA (Above Linear Fire Insert)-Manufacturer: Fire By Design-Model: Rolled Lava Stone (RLAVAS)-Model: 1"-2" Black Lava Rock-Color: Black-Contact: Fire By Design PH: 877.807.89238. POST MOUNT EMERGENCY SHUT-OFF SWITCH- Emergency Shut-off / Power Disconnect Switch- Manufacturer: Intermatic- Model: PA6009. One (1) 8" x 8" Flush Steel Access Door. Model: UF-5000 Satin-Polish Finish Quarter Turn Access Lever Ordered From: www.acudor.com PH: 973.575.5120 ***THE CONTRACTOR MUST DISCUSS WITH FIRE BY DESIGN THE USE OF THEIRPRODUCT IN CONJUNCTION WITH THE INTERMATIC TIMER. THE DESIGN INTENT ISFOR THE FIREPLACE FLAME TO COME ON WHEN THE TIMER IS TURNED AND SHUTOFF WHEN THE TIMER RUNS OUT OF TIME. IT IS THE RESPONSIBILITY OF THECONTRACTOR TO ACQUIRE THE INSTALLATION AND OPERATING INSTRUCTIONSFOR ALL PARTS. A COPY OF THE INSTALLATION AND OPERATING INSTRUCTIONS ISTO BE PROVIDED TO THE ON-SITE MANAGER BY THE CONTRACTOR.*** VERIFY THE LOCATION OF ALL MECHANICAL PARTS WITH THE LANDSCAPEARCHITECT AFTER PARTS ARRIVE ON SITE, BUT PRIOR TO INSTALLATION.*SHUT DOWN FIREPITS AT 11pm PER PROPERTY MANAGEMENT
HANOVERHYANNIS II55 Wilkens LaneHyannis, MA 02630PROJECT:DRAWN:PLOT DATE:1780 S. POST OAK LANEHOUSTON, TX 77056713.267.2100 www.HanoverCo.comSHEETNUMBER:ISSUES AND REVISIONS:04/29/2025 - Schematic Design Set 64306/10/2025 - Design Development Set 03-18-202607/22/2025 - 50% Construction Document / GMP Set 08/19/2025 - Issued for Permit Set10/01/2025 - 90% Construction Document Set11/21/2025 - 100% Conformance Set03/18/2026 - 100% IFCL4.50WBM/AMD/MJ/UCTRASH ENCLOSUREDETAILSLANDSCAPESCALE:SECTIONTRASH COMPACTORAND FOOTING1/2" = 1'-0"SCALE:ELEVATIONTRASH COMPACTOR1/2" = 1'-0"SCALE:PLANTRASH COMPACTORENCLOSURE1/2" = 1'-0"4'-0" O.C. (Typ.)4'-0" O.C. (Typ.)4'-0" O.C. (Typ.)4'-0" O.C. (Typ.)31'-9"1'-7"12'-0"12'-0"7"
12'-0"
4'-2"4'-2"4'-2"6'-2"19'-11"3'-10"3'-10"Eq.Eq.18'-0"8'-2"1'-4"2'-3"5'-6"Opening / Access5'-11"Expansion JointPlantingRe: L6 SeriesTypicalSidewalk5'-0"5'-0"5'-0"5'-0"Expansion Joint10'-6"Trash Compactor UnitGalvanized 6" x 6"Column6'-0" Gates w/ 1" x 6"Wood Pickets onSteel FrameGalvanized 6" x 6"ColumnPower Source forCompactor Equipment3" Deep GravelHose Bib (Plumbed fromLandscape Irrigation Line)Re: Irrigation PlansCompactor HydraulicControl UnitEnclosure Surface to be 6"Thick Reinforced Concrete#4 Rebar @ 15" O.C.E.W.Dashing Represents 5'Wide Accessible Route &5'x5' Landing/Turn AroundDesignations (Typ.)PlantingRe: L6 SeriesEq.Eq.
6'-10"1'-1"Expansion Joint4'-0"3'-7"4'-0" O.C. (Typ.)4'-0"3'-6"3'-6"4'-0"4'-0"L4.50
A
4'-6"L4.50BNOTE: All Treated Wood Shallbe .40 CCA GreaterPlantingRe: L6 Series Plans2" x 8" Treated Pinewith Chamfered Edge1" x 6" Cedar FasciaBoard (Pickets Start &Stops Hidden BehindFascia).2" x10" Treated PineCap with Chamfered edge3" to 4" Ø Gravel as approvedby Landscape Architect(2) 2" x 4" Treated Pine2" x 4" x 6" Blocking (18" o.c.)9'-0"Concrete Flooring1" x 6" CedarPickets2" x 4"Treated PineRails Beyond34" Gap3'-0"6"4" x 6" (x12') TreatedPine PostConcrete Footing (Typ.)Compacted Subgrade (Typ.)Light FixtureRe: L3 SeriesLight FixtureRe: L3 SeriesL4.50B6"6"6'-0" Gate6'-0" Gate12'-0"6'-10"Enclosure PanelHeavy Duty Gate Hinge1" x 6" Cedar Fascia Board2" x10" Treated PineCap with Chamfered edgeFrame Support for GateHeavy Duty Gate HingeFinished PavingRe: L1 Series Plans2" x 8" Treated Pinewith Chamfered EdgeGalvanized 6" x 6"Steel Postwith 6" x 6" Flat Cap2" x 8" TreatedPine withChamfered EdgeHeavy Duty ChockScaffold Roller withDrop Pins6"Steel Frame and Postsat Gate6" X 6" Galvanized Steel Post6" X 6" Flat Cap2" x10" Treated PineCap with Chamfered edge1" x 6" CedarFascia Board1" x 6" CedarPickets2" x 8" Treated Pinewith Chamfered Edge2" Air GapNOTE:1.All Treated Wood Shall be .40 CCA Or Greater.2.Fence to be Stained (2 Coats), S.W. 3531 Blue Shadow,Solid Stain. Apply per Manufacturer's Instructions.3.Stain TWO Panels as a Mock Up & Await Approval fromLand. Architects.1'-6"4'-0" Opening9'-0"
1'-6"1'-6"Eq.Eq.
3'-0"Deadbolt Only for ServiceLandscape Arch. to ReviewSteel Shop Drawings for GateFraming Prior to InstallationHeavy DutyHingesHeavy Duty Outdoor Rated GateLever w/ Latch Anchored to SteelFrame Under Wood PicketsChamfer Lower Trim Boardto Ensure Gate ClosesTypicalSidewalk18"12'-5"
3'-8"Steel Frame at GateGalvanized 6" x 6"Steel Postwith 6" x 6" Flat CapGalvanized 6" x 6" SteelPost with 6" x 6" Flat CapGalvanized 6" x 6"ColumnGalvanized 6" x 6"ColumnWOOD PICKET GATESECTIONSCALE:1" = 1'-0"2'-9"4'-0"8" O.D.1'-6"8" Dia (O.D.) Steel Pipe Bollard,Filled With Concrete and Capped.All Welds to be ground smooth.Paint Color: T.B.D.1" x 316" Steel BarFlat Cap / Flush With SidesConcrete FootingRe: Structural3"
3'-0"BOLLARD ATTRANSFORMERSTRASH ENCLOSUREABCD
HANOVERHYANNIS II55 Wilkens LaneHyannis, MA 02630PROJECT:DRAWN:PLOT DATE:1780 S. POST OAK LANEHOUSTON, TX 77056713.267.2100 www.HanoverCo.comSHEETNUMBER:ISSUES AND REVISIONS:04/29/2025 - Schematic Design Set 64306/10/2025 - Design Development Set 03-18-202607/22/2025 - 50% Construction Document / GMP Set 08/19/2025 - Issued for Permit Set10/01/2025 - 90% Construction Document Set11/21/2025 - 100% Conformance Set03/18/2026 - 100% IFCL4.60WBM/AMD/MJ/UCLIGHTINGDETAILSLANDSCAPE1" Eye Bolt(typ.)SECTIONSCALE:ELECTRICAL CONNECTION1 1/2" = 1'-0"J-Box (typ.) Power Supply to be RunThroughout Courtyard (Typically Belowthe Pedestal Paver System) Via Conduit.18" Galvanized Aircraft CableFlush Cap at TopSTRING LIGHT POLE FOOTING4"4" Sq. Post, Powdercoated toMatch R&J Railings12' Min. Ht. From Finished Grade toS.S. Airline Cabling.6"String LightsAmerican Lighting (Commercial Grade)E26 StringlightsMatch Arch / Sag of Light Lineat 9" 'Valley' Throughout.2-3" Above4'-0"Finished GradeFinished Grade1" Chamfer1'-6"3/8" Ø Hot Dipped Galvanized L-Type AnchorBolts. (4) Bolts at 90.Configuration Needs to Align with Shop Drawingsfor Standardized Poles for String Lights.18" Ø Pier w/ 6 #5 Vert.w/ #3 Round Ties @ 12" O.C.,Top 3 @ 3" O.C.2"-3" Above4'-0"Finished GradeFinished Grade1" Chamfer1'-6"Varies Per Plan - Re: L1 Series18" Ø Pier w/ 6 #5 Vert.w/ #3 Round Ties @ 12" O.C.,Top 3 @ 3" O.C.SCALE:SECTION12'-0" Ht. Pole Light3" Above4'-0" Min.Finished GradeFinished Grade1" Chamfer1'-6"Verify Anchor Bolts per MFGSize and Location (Min. 12" Ø x 6"Embedment)18" Ø Pier w/6-#5 Vert.w/#3 Round Ties @ 12" O.C.,Top 3 @ 3" O.C.Visible Portion ofConcrete FootingExposed to bePainted to MatchLight Pole Base.6" Min. Embedment20'-0" Ht. Pole Light3" Above5'-0"Finished GradeFinished Grade1" Chamfer1'-6"Verify Anchor Bolts per MFGSize and Location (Min. 12" Ø x 6"Embedment)18" Ø Pier w/6-#5 Vert.w/#3 Round Ties @ 12" O.C.,Top 3 @ 3" O.C.Visible Portion ofConcrete FootingExposed to bePainted to MatchLight Pole Base.6" Min. Embedment1" = 1'-0"POLE LIGHT FOOTINGS12'-0" HT. POLE LIGHT20'-0" HT. POLE LIGHTRe: L3 Series forFixture TypeRe: L3 Series forFixture TypeABSCALE:1" = 1'-0"STREETLIGHTFOUNDATIONPLAN/SECTION6'-0"2'-0"2'-0"(4) Bolt Slots11" Dia. Max. Bolt Circle10 1/8" Dia. Min. Bolt Circle℄℄Note:Nut Covers Not Shown.#4 Ties 12" O.C. Both Ways Horiz.Undisturbed Subgrade or FillCompacted to 95% P.D.(8) #6 Rebar Vertical (Each Face)#3 Round Rebar Ties @ 12" O.C.Cast In Place Conc. Footing;Conc. Strength 4000 psi.Run Electrical Conduit to Light Pole. SeeElectrical Drawings. Conduit to be submergedbelow finish grade. Depth per light fixtureManufacturer Recommendations.(4) Galvanized Anchor Bolts. Typ.(3) #4 Rebar Ties @ 3" O.C.Grout(4) 14"-20 SS Hex Head Bolts(4) Cast Aluminum Bolt-on Nut CoversNote:Light Pole Footing and ReinforcmentProvided per Structural Engineer'sRecommendations.Provide and Install Base Bolt Covers byLight Pole manufacturer.Aluminum Pole ShaftCSCALE:SECTIONPOWER PEDESTAL1 1/2" = 1'-0"6"Holes ForAnchoring8"2'-3"
6"Ø7/16"[Ø11]1" PVC Conduit forPowerAdjacent PlantingAdjacent Paving2'-0" min10"45°L-Bolt OrientationOn Template2'-10"Paint Top ofFooting BlackPower Pedestal by Legrandw/ Area Light, (2) gang, (1) Duplex GFCIReceptacle & (1) 4-Port USB Outlet inBlack FinishRefer to LandscapeForms for InstallDirectionsD
HANOVERHYANNIS II55 Wilkens LaneHyannis, MA 02630PROJECT:DRAWN:PLOT DATE:1780 S. POST OAK LANEHOUSTON, TX 77056713.267.2100 www.HanoverCo.comSHEETNUMBER:ISSUES AND REVISIONS:04/29/2025 - Schematic Design Set 64306/10/2025 - Design Development Set 03-18-202607/22/2025 - 50% Construction Document / GMP Set 08/19/2025 - Issued for Permit Set10/01/2025 - 90% Construction Document Set11/21/2025 - 100% Conformance Set03/18/2026 - 100% IFCL4.70WBM/AMD/MJ/UCPLANTINGDETAILSLANDSCAPESCALE:SECTIONN.T.S.BOULDER INSTALLATIONFinished Grade2/3 of Boulder Exposed Above Grade1/3 of Boulder Below Grade1/3 of Boulder 2/3 of Boulder Varies (See Plan For Location)Existing Sub-GradeBoulder to beSelected/Approvedby Landscape Arch.Prior to InstallationWater to DrainAWAY From Boulder(Typ.)SCALE:PLANTREE WATER RING IN DRIP ZONEN.T.S.Main LineShut off ValveOuter Ring / Backfill Soil Wateringto be 6" Outside of Rootball Edge.Plug in Emitters Every 18". AdjustEmitter Spacing Based on Needfor Water.Inner Ring / Rootball Watering tobe 8" from Tree Trunk. Plug inEmitters Every 12". Adjust EmitterSpacing Based on Need for Water.RootballTree TrunkEmitters to Distribute 1/2Gallon Water per Hour EachTeeElbowTube End, Crimped Shut8"6"NOTE:1.Tree Water Ring to be used on treeslocated in Drip Irrigation Zones.2.Trees located in areas utilizing sprays and/orrotors shall be irrigated with tree bubblersisolated on their own valve.SECTIONPLANTING BEDSCALE:N.T.S.BuildingFinish FloorFinish GradeExcavate Bed Areas 2"Below Existing Grade8" Depth Tilled Soil MixPlant Pits Minimum 2" LargerThan Root Ball. Back FillWith Soil Mix.Create Trough AlongEdge Of BedAfter Planting Is Complete, MulchThe Entire Bed W/ 3" OfShredded Hardwood Mulch4" Min12" MinimumNOTE: Shrubs Planted @ 2'-6" O.C. Should Be Minimum 15" Off Bldg. To Center Of Plant. -Shrubs Planted @ 24" O.C. Should Be Minimum 12" Off Bldg. To Center Of Plant.(as specified)·Minimum Stake Quantity is (3) - THEN - Add (1) Stake Per Caliper Inch Greater -than 3"·Stakes Shall Be Driven THROUGH The Root Ball As Shown·Ensure Trunk Base (root flare) Is Free From Staking And Other Materials·Aboveground Guying and/or Metallic Staking Systems NOT Allowed And Shall BeRejected·Install Staking System As Per Manufacturer's InstructionsEWPL
ANVINOTES:www.arborstakes.comAB3241treeAB1234Biodegradable STAKE byArborStake™Biodegradable LOCKby ArborStake™Tree / Root BallUndisturbed SoilWater-Well / SaucerBackfill(as specified)A*(B*A****(quantity based on caliper size)SECTIONSCALE:N.T.S.TREE "ARBOR STAKES"**(quantity based on caliper size)NDS 6" Riser (if Required)SLOPE TO DRAINSLOPE TO DRAINIn Planting Beds Use NDS Polyethylene Square BlackAtrium Grate w/ U.V. Inhibitor NDS Cat. #1290In Turf Areas Use NDS Polyethylene Flat Square GreenGrate w/ U.V. Inhibitor NDS Cat. #1212SCALE:1" = 1'-0"NDS SQUARE CATCH BASINSECTIONCut 2" Dia. Hole in Bottomof Basin and Fill w/ Drain Gravel4" Drain Gravel Below BasinNDS 9" or 12" Square Catch Basin Model # 900/1200(Respectively)NDS Universal Locking OutletSch. 40 PVC Connect to StormPlumbing by OthersBackfill w/ Compacted Soil4"Filter FabricSCALE:SECTIONN.T.S.BOULDER INSTALLATIONSteel Edging to Contain Limits ofGravel Area. See Layout Plans.2/3 of Boulder Exposed Above Grade2/3 of Boulder
Varies (See Plan For Location)Existing Sub-GradeBoulder to beApproximately24"x36"x30" WhenUsed as 'Dog ReliefRock' in Planter BedsWater to DrainAWAY From Boulder(Typ.)DOG RELIEFCompacted, Angular GravelMin. 6" Wide x 12" Deep AlongPerimeter of Dog Relief Rocks1'-0"3" Min. CompactedDecorative Stone18" - 14" Size. (TBD)Filter Fabric Separating Graveland Compacted Grade6"1/3 of Boulder Below Grade1/3 of Boulder ABCDEF
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HANOVERHYANNIS II55 Wilkens LaneHyannis, MA 02630PROJECT:DRAWN:PLOT DATE:1780 S. POST OAK LANEHOUSTON, TX 77056713.267.2100 www.HanoverCo.comSHEETNUMBER:ISSUES AND REVISIONS:04/29/2025 - Schematic Design Set 643PUMP
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ClubhouseSign WallBack Up GeneratorPump Station30' SetbackExisting Trees30' SetbackExisting TreesFuture RetailParcel(N.I.C.)Rain Garden#2Rain Garden#1Rain Garden#3SwimmingPoolRe: L6.05Great LawnRe: L6.05DogParkBerm1Berm254231HABCDEFG30' SetbackExisting TreesBikeRoomBikeRoom6Lew
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t TYPICAL IRRIGATION PLAN SHEET NOTESNOTE A:PRIMARY & SECONDARY POTENTIAL POINT OF CONNECTION (POC) #1 IS TO BE LOCATED NEAR THE TRASH COMPACTOR AND SHALL CONSISTOF AN IRRIGATION WATER METER, BACKFLOW DEVICE, MASTER VALVE AND FLOW SENSOR ASSEMBLY INSTALLED IN AN ENCLOSURE.THE CONTRACTOR SHALL VERIFY THE LOCATION OF THE PIPES IN THE FIELD AND SHALL PRODUCE SHOP DRAWINGSSHOWING THE ACTUAL LAYOUT OF IRRIGATION COMPONENTS. CONTRACTOR SHALL MEASURE THE STATIC WATER PRESSUREAT THE POINT OF CONNECTION PRIOR TO STARTING WORK. IF ANY OF THE POC INFORMATION SHOWN ON THESEDRAWINGS IS FOUND TO BE DIFFERENT THAN THE ACTUAL POC INFORMATION GATHERED IN THE FIELD, IMMEDIATELY NOTIFYTHE LANDSCAPE ARCHITECT AND IRRIGATION CONSULTANT. SHOULD THE CONTRACTOR FAIL TO VERIFYTHE POC INFORMATION AS SHOWN HEREIN, ANY CHANGES REQUIRED BY LOW PRESSURE OR VOLUMESHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.WATER PRESSURE REQUIRED AT POC: Min. 45 PSIDESIGN WATER PRESSURE: TBDMAXIMUM SYSTEM DEMAND: TBDRESIDUAL WATER PRESSURE: TBDNOTE B:CONTROLLER "A" SHALL BE OF THE BRAND, MODEL AND STATION SIZE ASINDICATED ON THE IRRIGATION MATERIALS LEGEND. THE CONTROLLERSHALL BE INSTALLED IN THE APPROXIMATE LOCATION SHOWN. THECONTRACTOR SHALL COORDINATE THE REQUIRED ELECTRICALPOWER SUPPLY AT THIS LOCATION WITH THE OWNER'S AUTHORIZEDREPRESENTATIVE. FINAL LOCATION OF CONTROLLER AND ELECTRICALPOINT OF CONNECTION SHALL BE CONFIRMED WITH OWNER'SAUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK.CONTRACTOR TO SUBMIT PRODUCT DATA FOR ALLIRRIGATION COMPONENTS.TYPICAL IRRIGATION GENERAL NOTES1.ALL LOCAL MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANYPORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS ANDTHEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR.2.THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICESBEFORE COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THESEPLANS ARE APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONSSHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE.3.THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTURAL PLANS BEFOREBEGINNING WORK.4.THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATEDHEREIN BEFORE BEGINNING WORK.5.THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN CLARITY ONLYAND IS TO BE INSTALLED WITHIN PLANTING AREAS.6.THE CONTRACTOR SHALL NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON THE PLANS WHEN IT ISOBVIOUS IN THE FIELD THAT UNKNOWN CONDITIONS EXIST THAT WERE NOT EVIDENT AT THE TIME THESE PLANSWERE PREPARED. ANY SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'SREPRESENTATIVE PRIOR TO ANY WORK OR THE IRRIGATION CONTRACTOR SHALL ASSUME ALL RESPONSIBILITYFOR ANY FIELD CHANGES DEEMED NECESSARY BY THE OWNER.7.INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL BERESPONSIBLE TO COMPLY WITH LOCAL CITY, COUNTY AND STATE REQUIREMENTS FOR BOTH EQUIPMENT ANDINSTALLATION.8.ACTUAL LOCATION FOR THE INSTALLATION OF IRRIGATION POINT OF CONNECTION ASSEMBLY ANDAUTOMATIC CONTROLLER WITHIN SUGGESTED AREAS IS TO BE DETERMINED AND VERIFIED AS VALID IN THEFIELD BY THE OWNER'S AUTHORIZED REPRESENTATIVE.9.ALL PIPE UNDER PAVED AREAS TO BE INSTALLED IN SLEEVING TWICE THE DIAMETER OF THE PIPE CARRIED.SEE LEGEND FOR TYPE. ALL WIRE UNDER PAVED AREAS TO BE INSTALLED IN A SCH. 40 SLEEVE THE SIZEREQUIRED TO EASILY PULL WIRE THROUGH. ALL SLEEVES TO BE INSTALLED WITH A MINIMUM DEPTH AS SHOWNON THE SLEEVING DETAILS. SLEEVES TO EXTEND AT LEAST 12" PAST THE EDGE OF THE PAVING.10.ALL QUICK COUPLER AND REMOTE CONTROL VALVES TO BE INSTALLED IN SHRUB OR GROUND COVERAREAS WHERE POSSIBLE. ALL QUICK COUPLER AND REMOTE CONTROL VALVES TO BE INSTALLED AS SHOWN ONTHE INSTALLATION DETAILS. INSTALL ALL QUICK COUPLER AND REMOTE CONTROL VALVES WITHIN 18" OFHARDSCAPE.11.ALL HEADS ARE TO BE INSTALLED WITH THE NOZZLE, SCREEN AND ARCS SHOWN ON THE PLANS. ALLHEADS ARE TO BE ADJUSTED TO PREVENT OVERSPRAY ONTO BUILDINGS, WALLS, FENCES AND HARDSCAPE.THIS INCLUDES, BUT NOT LIMITED TO, ADJUSTMENT OF DIFFUSER PIN OR ADJUSTMENT SCREW, REPLACEMENTOF PRESSURE COMPENSATING SCREENS, REPLACEMENT OF NOZZLES WITH MORE APPROPRIATE RADIUS UNITSAND THE REPLACEMENT OF NOZZLES WITH ADJUSTABLE ARC UNITS.12.CONTRACTOR SHALL INSTALL ADDITIONAL CHECK VALVES TO HEADS AND LATERALS AS REQUIRED TOPREVENT LOW HEAD DRAINAGE.13.THE CONTRACTOR SHALL USE PROPER GROUNDING TECHNIQUES FOR GROUNDING THE CONTROLLER ANDRELATED EQUIPMENT PER MANUFACTURERS SPECIFICATIONS. HLA RECOMMENDS MEASURING FOR PROPERGROUND AT LEAST ONCE ANNUALLY, AND NECESSARY ADJUSTMENTS MADE TO COMPLY WITH MANUFACTURERSPECIFICATIONS.14.THE CONTRACTOR IS REQUIRED TO CONTACT DIGALERT OR 811 A MINIMUM OF TWO (2) DAYS PRIOR TO THESTART OF ANY EXCAVATIONS ON THE PROJECT AND SPECIFICALLY PRIOR TO THE INSTALLATION OF ANYGROUNDING DIAL 811 OR LOG ONTO WWW.DIGALERT.ORG TO START A PROJECT TICKET. DIGALERT AND 811 IS AFREESERVICE PROVIDED TO THE PROJECT. FAILURE TO CONTACT AND HAVE THE EXISTING UTILITIES IDENTIFIED,LOCATED AND MARKED SHALL MAKE THE CONTRACTOR SOLELY RESPONSIBLE FOR ANY AND ALL DAMAGESIrrigation Components Required at POC:Irrigation Water MeterFull Port Bronze ValveBrass Master Control ValveFlow SensorIrrigation ControllerBackflow PreventerRain Sensor (Exterior Wall)IRRIGATION PLAN SHEET NOTES CONTINUEDNOTE C:THESE PLANS ARE DIAGRAMMATIC FOR COVERAGE, THE MAINLINE AND RELATED IRRIGATION EQUIPMENTARE THE RESPONSIBILITY OF THE INSTALLING CONTRACTOR TO ACHIEVE COMPLETE COVERAGE. THEACTUAL LOCATION OF MAINLINE AND RELATED IRRIGATION EQUIPMENT SHALL BE WITHIN PLANTER AND AMINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES, TYPICAL.NOTE D:CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANY VERTICAL OBSTRUCTIONSTHAT MAY OCCUR IN THE LANDSCAPE, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE HYDRANTS,TREES, ETC. WHEN A SLIGHT RELOCATION OF THE HEAD IS NOT SUFFICIENT TO CLEAR THE OBSTACLE, ORIF IT NEGATIVELY AFFECTS THE COVERAGE, AN ADDITIONAL HEAD SHALL BE INSTALLED TO PLACE ONEHEAD ON EITHER SIDE OF THE OBSTACLE. THE NOZZLES OF THESE TWO HEADS SHALL HAVE ARCPATTERNS THAT ADD UP TO THE ORIGINAL ARC PATTERN OF THE HEAD INDICATED ON THE PLANS. THECONTRACTOR SHALL VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TOSTARTING WORK.NOTE E:THESE PLANS ARE DIAGRAMMATIC, TREE BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN THE PAVINGFOR CLARITY ONLY, THE ACTUAL LOCATIONS SHALL BE WITHIN THE PLANTER. THE TREE BUBBLERS SHALLBE ALIGNED WITH TREES AS SHOWN ON THE PLANTING PLANS, AND AS DIRECTED BY OWNER'SAUTHORIZED REPRESENTATIVE. THE CONTRACTOR SHALL CONFIRM ALL LAYOUT IN FIELD WITH OWNER'SAUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK.Existing TreesSECONDARY PotentialArea For Irrigation WellLocation. Point OfConnection 2SECONDARY PotentialArea For Irrigation WellLocation. Point OfConnection 2SECONDARY PotentialArea For Irrigation WellLocation. Point OfConnection 2PRIMARY Potential AreaFor Irrigation Well LocationPoint Of Connection 1ZONES:-ALL Trees on Site to Have Min. ONE Bubbler Head. Installer to Add More for Larger Trees. Tree Bubblers to be Connected /Zoned on Tree Bubbler Specific & Separate zones.-Decorative Pots to be on a Separate Zone.-Seasonal Color to be on Separate Zone(s).-Ornamental Planting Areas to be Irrigated w/ Popup Spray Heads (Preferred) or Drip Tubing on Separate Zones. NO Sprayingon Structures will be Acceptable. Minimize Spray of all Walking / Pedestrian Surfaces.VALVE BOXES:-Installer to Locate Valves Boxes Primarily in Planting Areas Whenever Possible.-Use Black Valve Boxes in Planting Beds. -Use Green Valve Boxes in Sod/Turf.NOTES:-Locate Quick Coupler / Bibs every 200' Min.-Each Planting Area w/ Drip Irrigation will Require at Least ONE While In-Use Indicator.-All Piping, Conduit, & Tubing Must be Installed in a Manner Where They Are Not Visible.-Rain / Freeze Sensor to be Located at an Open, Unobstructed Area that Receives Direct Rainfall, Sunlight, and is Away fromHeat Sources Like Vents or Sources of Moisture Like Sprinklers.-Refer to Landscape Planting Plans for Locations of all Planting Areas.
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L6.06L6.05L6.04L6.03L6.02L6.0106/10/2025 - Design Development Set 03-18-202607/22/2025 - 50% Construction Document / GMP Set 08/19/2025 - Issued for Permit Set10/01/2025 - 90% Construction Document Set11/21/2025 - 100% Conformance Set03/18/2026 - 100% IFCL6.00WBM/AMD/MJ/UCOVERALL SITE PLANPLANTINGLANDSCAPE04080120Feet2010SCALE 1" = 40'WILKENS LANEProperty LineProperty LineProperty LineProperty LineProperty LineProperty LineProperty Line
ClubhouseSign WallBack Up GeneratorPump Station30' SetbackExisting Trees30' SetbackExisting TreesRetaining WallRE: CivilFuture RetailParcel(N.I.C.)Rain Garden#2Rain Garden#1Rain Garden#3SwimmingPoolRe: L6.05Great LawnRe: L6.05DogParkBerm1Berm254231HABCDEFG30' SetbackExisting TreesBikeRoomBikeRoom6Lew
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Lewis Bay EmbaymentBarnstable Harbor Embayment Rain Garden Biodiversity MixRain GardenBiodiversity MixFescue/RyeSod MixFescue/RyeSod MixFescue/RyeSod MixConservation /Wildlife Seed MixFescue/RyeSod MixConservation /Wildlife Seed Mix -03Small White Pine -03Large White Pine -04Steeplebush -03B.B. Hydrangea -19Daylilly -01B.B. Hydrangea -04Dense Yew -04E. Red Cedar -Small Red Maple01 -Dogwood02 -Tupelo02 -Royal Fern05 -Meadowsweet05 -Hemlock01 -Sea Green34 -BloodGood Sycamore06 -43Sea Green -06BloodGood Sycamore -Grey Owl08 -B.B. Hydrangea03 -B.B. Hydrangea03 -10Grey Owl -03Purple Upright Beech -04Small White Pine -01Large White Pine -Grey Owl10 -01Large White Oak -10BBerry -05Small White Pine -03B Cherry -Large White Pine01 -Small White Pine04 -Small Red Maple01 -Royal Fern05 -Tupelo01 -S Berry03 -Meadowsweet04 -Hemlock01 -03Meadowsweet -03S Berry -05Royal Fern -01Hemlock -01Dogwood -Tupelo01 -Royal Fern05 -Meadowsweet05 -S Berry01 -Meadowsweet03 -Tupelo01 -Hemlock03 -Royal Fern05 -23BBerry -03Small Blue Spruce -01Large White Spruce -05Yakujima Grass -Small White Pine03 -Small Sycamore01 -Large White Pine01 -Small Red Maple01 -BBerry12 -Small Red Maple02 -Hicks Yew16 -11Shore Juniper -18DaylillyFescue/RyeSod Mix480'-0"Fescue/RyeSod Mix -Small White Pine042'-0"Fescue/RyeSod Mix2'-0"Fescue/RyeSod MixFescue/RyeSod MixFescue/RyeSod MixFescue/RyeSod Mix