21-101715-Plan Set-06-28-2021-V1A1aPARTITION / WALLCONSTRUCTIONINSULATIONINDICATIONPARTITION / WALLCONFIGURATIONSYMBOLS LEGENDLETTERSHORIZONTALNUMBERSVERTICALUPPER ROOMNAMEROOM NAMEROOM NUMBERROOM SQ FTROOM SQ FTROOM OCCUPANT LOADROOM OCCUPANT TYPEOCCUPANT LOAD FACTORNUMBER OF EXITS REQ'DDETAIL NUMBERSHEET NUMBERSECTION NUMBERSHEET NUMBERGRID LINESDOOR 15/A9.01WINDOW20/A9.01OCCUPANCYELEVATIONSECTION NUMBERSHEET NUMBERWALL SECTIONDETAILNUMBERSHEETNUMBERDETAILTITLE LINESECTIONGRADE ELEVATIONWORK, CONTROLOR DATUM POINTGRADE ELEVATIONNEW OR FINISHGRADEEXISTING GRADEFINISH FLOOR ELEVATIONA19ROOMNAME101200 SFA1A3.0TYP1A3.01A4.00'-0"1ST FLR0.00'0.00'1PLAN1/8" = 1'-0"ROOM NUMBERHARDWARE SETDOOR TYPE101A1ROOM SFROOM OCCOCC TYPEOLFEXITS10002002200A-2KEYNOTEROOMNORTH ARROWDRAWING SCALEDRAWING NAMEDRAWING NUMBERCORNER GAURD1A8.0REVISION NUMBER /REVISION CLOUDREVISION1INDEX OF DRAWINGSSCHEDULEF101E101FURNITURE / FINISHEQUIPMENT / PLUMBINGLIGHTING / CEILINGL101INTERIOR WALLCGGENERAL NOTES1SITE PLANNOT TO SCALEINDICATES AREAOF WORKSITE: 33310 1st WAY S,FEDERAL WAY, WAAEXTERIORWALL A9.01LEGAL DESCRIPTIONPROJECT ADDRESS: 33310 1st WAY SFEDERAL WAY, WA 98003LEGAL DESCRIPTION: WEST CAMPUS OFFICE PARK DIV 1 LOT 25 B OF KC SHORT PLATNO 475011 RECORDING NO 750609381TAX PARCEL NUMBER: 9266500-0255PROJECT DIRECTORYOWNERANUJ MITTAL(425) 208-6647ANUJ MITTALMITTALANUJ01@GMAIL.COMARCHITECTTWIST DESIGN, INC4444 WOODLAND PARK AVE N, SUITE 100SEATTLE, WA 98103(206) 402-4484KIRK CALLISONKIRKC@TWIST-DESIGN.COMCONTRACTORACG, INC.1900 AIRPORT WAY SOUTH, SUITE 102SEATTLE, WA 98134(206) 329-2878CHAD QUILICICHAD@ACGBUILDS.COMSTRUCTURAL/CIVILLANDSCAPEBARGHAUSEN ENGINEERS18215 72ND AVE SKENT, WA 98032(425) 251-6222JASON CAREYJCAREY@BARGHAUSEN.COMPROJECT DESCRIPTIONThe proposed project consist of remodeling an existing 1975 2-story masonry officebuilding, into a 2-story Goddard School with exterior playgrounds. The site isapproximately 65,000 sf (1.49 acres) with a gross building size of approximately 14,511 sfon 2 levels with 70 parking stalls and associated landscaping. The project will bedesigned to the Goddard School requirements and meet all local and state coderequirements.1.The Contractor shall be responsible for safety in the area of work at alltimes in accordance with all applicable safety codes.2.The Contractor shall indemnify and hold the Owner/Architect/Engineerharmless for injury or death to persons or for damage to property causedby the negligence of the Contractor, his agents, employees, orsubcontractors.3.Each Contractor shall be responsible for damage to adjacent work andshall repair said damage at his own expense. Contractor to obtain allrequired permits and approvals for damage reparations for such work.4.HVAC, Mechanical, Electrical, Plumbing, Fire Sprinklers and VerticalTransportation are Design Build under separate permit.5.CODES: All work shall conform to the applicable Building Codes andOrdinances. In case of any conflict where the methods or standards ofinstallation of the materials specified do not equal or exceed therequirements of the laws or ordinances, the laws or ordinances shallgovern. Notify the Architect of all conflicts.6.DRAWINGS AND SPECIFICATIONS: Structural, Mechanical and ElectricalDrawings are supplementary to these drawings. The Contractor shallnotify the Architect of all discrepancies between the Consultant'sdrawings with a written request for clarification. Any work installed inconflict with these Drawings or Specifications shall be corrected by theContractor at no expense to the Owner or Architect.7.All items marked "N.I.C." are not part of this contract.8.All work shall be applied in accordance with the manufacturer's latestrecommendations or written directions.9.Where construction details are not shown or noted for any part of thework, the details shall be the same as for other similar work.10.Where devices or items or parts thereof are referred to in singular, it isintended that such shall apply to as many such devices, items or parts asare required to properly complete the work.11.Contractor shall verify all "building standards" with building landlord priorto beginning any work. However, there shall be no deviationswhatsoever from the contract documents without the architect's writtenapproval thereof. The contractor agrees to defend, indemnify, and holdthe architect harmless from any claims arising as a result of unapprovedchanges.12.Contractor shall request verification from utility companies ofunderground utility locations prior to beginning excavations.13.The contractor will verify and conform to all requirements of all utilitycompanies unless otherwise noted in the plans and specifications.14.All debris shall be removed from premises and all areas shall be left in aclean (broom) condition at all times.15.Owner shall provide building permit to the contractor prior tocommencement of work.16. Contractor shall secure relevant city and state approvals relating to fire,construction, labor, health and licensing. Contractor shall further post allbonds and secure all insurance required by law or contract, forwardingproof of such actions to the owner prior to commencement ofconstruction.17. Contractor shall secure and provide all permits for occupancy, utilitiesand any others required by governing authorities beyond the basicbuilding permit, making timely applications and inquiries, paying all feesand posting all bonds to be released at the completion of construction.18.Approved plans shall be kept in a plan box and shall not be used by anyworkmen. All construction sets shall reflect the same information as wellas all revisions, addenda, and change orders. The contractor shall alsomaintain in good condition, one complete set of plans with all revisions,addenda, and change orders, on the premises at all times which are tobe under the care of the job superintendent.19. The contractor shall be responsible for the complete security of thebuildings and site while job is in progress and until the job is completed.20.All work shall be guaranteed for a period of one (1) year aftercompletion, unless otherwise specified, and shall be so stated incontractor's written proposal and agreement. All repairs, corrections,discrepancies, etc., must be made without any additional cost to theowner, and within 24 hours after notice is given.21.All operations during construction conducted on the premises shall notbe objectionable beyond the property boundary lines by reason ofnoise, steam, odor, fumes, gases, smoke, vibration, hazard or othercauses.22.Exit doors shall be openable from the inside without the use of a key orany special knowledge or effort.23.Flammable liquids shall not be places, stored, or dispensed in thisoccupancy except as provided in N.F.P.A. standard 30 and the currentInternational fire code. Permit may be required.24.The contractor shall provide as-built modifications to architectural,structural, mechanical, electrical, fire and smoke monitoring detectionsystems on reproducible's. Such as-built drawings will be completed,submitted, and approved by the owner prior to the final payment.25.An approved public safety key box shall be installed adjacent to themain entrance and shall be clearly visible and mounted within ten feetof the ground. The key box shall contain keys to open doors or otheraccess means at the following locations: Confirm location w/ FireMarshall.25.a.The main entrance.25.b.Rooms containing fire alarm system control panels.25.c.Rooms containing main electrical service panels.25.d.All keys shall be clearly marked as what door, room, area, or lockthey serve.26.The address shall be prominently displayed per City requirements.27.The contractor shall ensure that this project, and all construction activitiesrelated thereto, conform with all local, regional, state, and/or federalregulations pertaining to disturbing, displacing, and/or removal ofasbestos or asbestos containing materials. Note specifically, that thecontractor shall conform with the requirements of the Puget Sound CleanAir Agency regarding, inspection, certification, and notification.28.Since the building is a change in use, comply with the PrescriptiveCompliance Method per the IEBC 2015. The facility for accessibility routeshall comply with the current IEBC 2015 code.GENERAL1.DESIGN BUILD.2.Comply with 603.5.6 Protection from Irrigation Systems.2.1.Potable water supplies to systems having no pumps or connection forpumping equipment, and no chemical injection or provisions forchemical injection, shall be protected from backflow by one of thefollowing: (1) Atmospheric vacuum breaker, (2) Pressure vacuumbreaker backflow prevention assembly (PVB), (3) Spill-resistant pressurevacuum breaker (SVB), (4) Reduced pressure principle backflowprevention assembly (RP), (5) A double check valve backflowprevention assembly (DC) may be allowed when approved by thewater purveyor and the authority having jurisdiction.3.Comply with 603.5.7 Outlets with Hoses Attachments.3.1.Potable water outlets with hose attachments, other than water heaterdrains, boiler drains, and clothes washer connections, shall beprotected by a non removable hose bibb-type backflow preventer, anon removable hose bibb-type vacuum breaker, or by anatmospheric vacuum breaker installed not less than 6 inches abovethe highest point of usage located on the discharge side of the lastvalve. In climates where freezing temperatures occur, a listedself-draining frost-proof hose bibb with an integral backflow preventeror vacuum breaker shall be used.4.Comply with 603.5.17 Potable Water Outlets and Valves.4.1.Potable water outlets, freeze-proof yard hydrants, combinationstop-and-waste valves, or other fixtures that incorporate a stop andwaste feature that drains into the ground shall not be installedunderground.MECHANICAL / ELECTRICAL & PLUMBINGDIMENSIONS1.All information shown on the drawings relative to existing conditions aregiven as the best present knowledge but without guarantee of accuracy.The Contractor shall field verity existing conditions and dimensions andshall notify the Architect of any discrepancies or conditions adverselyaffecting the Architect of any discrepancies or conditions adverselyaffecting the design prior to preceding with the work.2.Exterior dimensions of plans are to the building gridlines or face of exteriorsheathing unless otherwise noted. Interior dimensions of plans are tobuilding gridlines or face of finish unless noted otherwise.3.Do not scale drawings: The Contractor shall use dimensions shown on theDrawings and actual field measurements. Notify the Architect ifdiscrepancies are found.4.COORDINATION: The General Contractor shall be responsible for theverification and coordination of the work of all trades to assurecompliance with the Drawings and Specifications.5.Contractor is to verify all existing conditions, dimensions, details, etc., andnotify the architect of any and all discrepancies prior to proceeding withthe work.6.Existing elevations and locations to be joined shall be verified by thecontractor before construction. If they differ from those shown on thedrawings, the contractor shall notify the architect so that modificationscan be made before proceeding with the work.7.The contractor shall verify all door and window rough opening dimensionswith door and window manufacturers.FIRE PROTECTION1.DESIGN BUILD.2.Comply with 603.5.14 Protection from Fire Systems.2.1.Except as provided under Sections 603.5.14.1 and 603.5.14.2, potablewater supplies to fire protection systems that are normally under pressure,including but not limited to standpipes and automatic sprinkler systems,except in one or two family or townhouse residential flow-through orcombination sprinkler systems piped in materials approved for potablewater distribution systems, shall be protected from back-pressure andback-siphonage by one of the following testable assemblies: (1) Doublecheck valve backflow prevention assembly (DC) (2) Double checkdetector fire protection backflow prevention assembly (3) Reducedpressure principle backflow prevention assembly (RP) (4) Reducedpressure detector fire protection backflow prevention assembly.CONSTRUCTION1.Contractor shall be responsible for providing wall blocking for all wall andceiling mounted items.2.There shall be no exposed pipe, conduits, ducts, vents, etc. and such linesshall be concealed or furred and finished, unless noted as exposed on theconstruction drawings.3.Offset studs where required so that finish wall surfaces will be flush.4.Provide galvanic isolation between dissimilar metals.5.General Contractor is to coordinate with mechanical, electrical andplumbing contractors for all required rough-ins, and trenching required forelectrical and plumbing runs.6.Provide pressure treated wood at all locations where wood is exposed tothe exterior or where wood comes into contact with concrete or soil.7.Lathing, plaster, and gypsum wallboard systems shall conform to the IBCcurrent edition.8.All exposed gypsum board to have metal edges at all corners and wallintersections.9.All glass and glazing shall comply with IBC current edition and the U.S.product safety commission: Safety standard for architectural glazingmaterials. required.1.All paint and wall coverings shall be applied in accordance with themanufactures's recommendations.2.Prepare floor per manufacturer's recommendations to provide level areafor flooring installation and level flooring transitions.3.All drapes, hangings, curtains, drops, and all other decorative material,including Christmas trees that would tend to increase the fire and panichazard shall be made from non-flammable material, or shall be treatedand maintained in a fire retardant condition by means of a flameretardant solution or process approved by the fire marshal. Provide acertification to this effect.3.a.Exit door, exit lights, and fire extinguisher locations shall not beconcealed or obstructed by any decorative material.3.b.Minimum flame spread classification of interior finishes shall be per IBCcurrent edition.FINISHESVICINITY MAPAREA OF WORK120 BOXES:SHEET NUMBERING SYSTEM234510987611121314152019181716DRAINAGE FILLCONCRETEBRICKGYPSUM WALL BOARD /CEMENT BOARDBATT OR LOOSE FILL INSULATIONSTEELFINISH WOODWOOD BLOCKINGPLYWOODTILESTEEL STUD PARTITIONCOMPACTED FILL OR SOILCOMPACTED BACKFILLCONCRETE MASONRYUNIT - ELEVATIONGLASSMATERIALS LEGENDSITE1ST WAY SOUTH
S 333RD STREET33310 1st WAY SFEDERAL WAY, WA 9800314,511 SQ. FT.GODDARD SCHOOLRGODDARD PLAN REVIEWGSI REVIEW IS ONLY FOR GENERAL CONFORMANCE WITH GSI PROTOTYPE DRAWING AND SPECIFICATIONS. OWNER, DEVELOPERAND/OR CONTRACTOR IS RESPONSIBLE FOR ASSURING THAT THE BUILDING MEETS ALL STATE AND LOCAL ORDINANCES, REGULATIONS,CODES, AND CHILD CARE LICENSING REQUIREMENTS IN EFFECT AT THE TIME OF CONSTRUCTION. ANY DEVIATION FROM THE GSIPROTOTYPE DRAWING AND SPECIFICATIONS MUST BE APPROVED BY THE GSI PM.SIGNATURE: GSI PROJECT MANAGER DATE:1.Ceiling heights, where indicated, are from finished floor to bottom ofceiling finish surface.CEILINGSEPARATE PERMIT / DESIGN BUILDDOCUMENTS FOR SEPARATE PERMIT SHOULD BE REVIEWED FOR GENERALCONFORMANCE TO THE DESIGN OF THE BUILDING. SUBMIT DIRECTLY TO THE LOCALJURISDICTION.PER CITY REQUIREMENTS:MECHANICAL PERMITDESIGN BUILD/DEFERRED SUBMITTALELECTRICAL PERMIT (L&I)DESIGN BUILD/DEFERRED SUBMITTALPLUMBING PERMITDESIGN BUILD/DEFERRED SUBMITTALFIRE ALARMDESIGN BUILD/DEFERRED SUBMITTALFIRE SPRINKLERDESIGN BUILD/DEFERRED SUBMITTALPLAY STRUCTURESDESIGN BUILD/DEFERRED SUBMITTALSIGNAGEDESIGN BUILD/DEFERRED SUBMITTALSTATE FIRE MARSHAL'S OFFICEDESIGN BUILD/DEFERRED SUBMITTALSTATE DEPARTMENT OF HEALTHDESIGN BUILD/DEFERRED SUBMITTALX XGENERAL INFORMATION AND ZONING CODEC1.1OVERALL SITE PLANC1.1AENLARGED SITE PLANC1.2SITE PLANC2.1GRADING PLANC3.1UTILITY PLANC5.1SITE DETAILSC5.2SITE DETAILST1.1COVER SHEETG1.1FIRST FLOOR CODE STUDYG1.2SECOND FLOOR CODE STUDYCIVILLANDSCAPEL-1LANDSCAPE PLANL-2PLANT SCHEDULE, LANDSCAPE NOTES & DETAILSCOVERSHEETT1.1PLOTTED: OLIVIA NISBET 6/28/2021 10:47 AMS:\1-PROJECTS\395-ANUJ\395.02 FEDERAL WAY GODDARD SCHOOL 2\02-CADD
SHEET NUMBERPROJECT NO:GODDARDSCHOOL33310 1ST WAY SFEDERAL WAY, WA 9800333310 1ST WAY SFEDERAL WAY, WA 98003GENERALMANAGER:DATE:REVISIONNO.DATEISSUEDRAWN:CHECKED:TITLEDESIGN TEAMPROJECTSTAMPREGISTEREDARCHITECTKIRK D. CALLISONSTATE OF WASHINGTON6918NOVEMBER 20, 202020395.02KIRK CALLISONOENKDCINFORMATION IS UNDER COPYRIGHT 2019 BY TWIST DESIGN, INC. ALL RIGHTS RESERVED. THIS MATERIAL MAY NOTBE PUBLISHED, BROADCAST, REWRITTEN OR REDISTRIBUTED WITHOUT WRITTEN CONSENT FROM TWIST DESIGN, INC.DPD DEDICATED APPROVAL STAMP SPACEFEDERAL WAYGODDARDSCHOOLTWIST DESIGN INC4444 WOODLAND PARK AVE N., SUITE 100SEATTLE, WA 98103 (206) 402 448404/27/21LAND USE / PROCESS I /CHANGE OF USE PERMIT06/17/21LAND USE / PROCESS I /1CHANGE OF USE REVISIONS
1/8" = 1'-0"FIRST FLOOR PLAN CODE STUDY12FIRST FLOORCODE STUDYG1.11.OWNER WILL INITIATE START-UP AND WARRANTY FROM CERTIFIEDMANUFACTURERS REPRESENTATIVES. (WARRANTIES, AS SUPPLIED BY G.C.)2.ELECTRICAL CONTRACTOR TO PROVIDE WALL BOXES AND CONDUIT ASINDICATED ON DRAWINGS AND IN THE SPECIFICATIONS3.ITEMS NOT COVERED IN RESPONSIBILITY SCHEDULE WILL BE CONSIDEREDGENERAL CONTRACTOR. PROVIDED AND INSTALLED.RESPONSIBILITY NOTESACCESSIBLE EGRESS ROUTEEXIT SIGN PER IBC-SECT. 10110 OCC.xx SG/35000 S.F.EROOM NAMEEXITEGRESS ROUTEOCCUPANT LOAD PER EGRESS DOORWAYF.E.FULLY ENCLOSED RECESSED FIRE EXTINGUISHER CABINET. REFER TOFIRE INSPECTOR FOR EXACT EXTINGUISHER LOCATIONS & QUANTITIESPRIOR TO INSTALLATION.HCOCCUPANCY CLASSIFICATIONNUMBER OF OCCUPANTSOCCUPANT LOAD FACTORAREALEGENDCODE ANALYSIS33310 1st WAY S, FEDERAL WAY, WA 98003CONSTRUCTION TYPE: V-B SINGLE STORY (FULLY SPRINKLERED) BUILDING HEIGHT: EXISTINGOCCUPANCY : I-4 - INSTITUTIONAL - DAYCARE FACILITIESTOTAL OCCUPANT LOAD:250EXIT REQUIREMENTS:EXIT WIDTH: REQUIRED = OCC. LOAD X O.20 = 43" TOTAL EXITING WIDTH REQUIRED = 43" PROVIDED = 408"NUMBER OF EXITS: REQUIRED = 2 PER STORY (PER IBC TABLE 1021.1) TOTAL REQUIRED = 2 TOTAL PROVIDED = 3 PRIMARY EXITS, 7 ADDITIONAL CLASSROOM EXITSCORRIDOR WIDTH: 5'-0" PROVIDED (REQUIRED MINIMUM = 44" PER IBC SECTION 1018.2)CORRIDOR FIRE RESISTANCE:SMOKE COMPARTMENTS:MAXIMUM EXIT ACCESS TRAVEL DISTANCE: ALLOWED = 250' MAX PER IBC TABLE 1016.1 WITH SPRINKLER SYSTEM.MINIMUM PLUMBING FIXTURES:REQUIRED FIXTURES: INSTUTITIONAL (@ 1/15) 250 OCCUPANTS = # REQ'D MEN - (8) WATER CLOSETS, (8) LAVATORIES WOMEN - (9) WATER CLOSETS, (9) LAVATORIESPROVIDED FIXTURES MEN - (7) WATER CLOSETS, (0) URINALS (7) LAVATORIES WOMEN - (7) WATER CLOSETS, (7) LAVATORIES REQUIRED DRINKING FOUNTAINS: - (1@100) PROVIDED DRINKING FOUNTAINS: -(5) DRINKING FOUNTAIN REQUIRED SERVICE SINKS: -(1) SERVICE SINK PROVIDED SERVICE SINKS: -(1) SERVICE SINK UNISEX - (4) WATER CLOSETS, (4) LAVATORIES (3 RESTROOMS)SMOKE COMPARTMENTS / BARRIERS ARE NOT REQUIRED FOR THIS OCCUPANCY PER IBC SECTION 709.4.BUILDING2015 - IBC WITH AMENDMENTSELECTRICAL2014 - NEC WITH AMENDMENTSMECHANICAL2015 - IMC WITH AMENDMENTSPLUMBING2015 - IPC WITH AMENDMENTSENERGY2015 - IECC WITH AMENDMENTSACCESSIBILITYANSI MANUAL A117.1-2009 - AMERICAN NATIONAL STANDARD 2009FUEL GAS2015 - IFGC WITH AMENDMENTSFIRE2015 - IFC WITH AMENDMENTSFIRE ALARMNFPA 72, NATIONAL FIRE ALARM CODEREQUIRED FIXTURES: STATE OR CITY CHILD CARE SPECIFIC REGULATIONS (SPRINKLER SYSTEM REQUIRED BY GSI.)BUILDING AREA: = 14,511 SFCORRIDOR FIRE RESISTANCE RATING NOT REQUIRED PER IBC TABLE 1018.1WITH SPRINKLER SYSTEM.1. DEFERRED AND SEPARATE SUBMITTAL. GENERAL CONTRACTOR IS TO SUBMITSPRINKLER AND/OR STANDPIPE SHOP DRAWINGS FOR REVIEW AND APPROVAL PRIORTO ANY MODIFICATIONS AND INSTALLATION OF THESE SYSTEMS.2.DEFERRED AND SEPARATE SUBMITTAL. GENERAL CONTRACTOR IS TO SUBMIT FIREALARM DETECTION SYSTEM SHOP DRAWINGS FOR REVIEW AND APPROVAL PRIOR TOANY MODIFICATIONS AND INSTALLATION OF THE FIRE ALARM/DETECTION SYSTEM.THE FOLLOWING ITEMS SHALL BE PART OF THIS DESIGN:A. SPRINKLER SYSTEM IS REQUIRED TO BE MONITORED PER SECTION 903.4.1B. ANY DETECTORS REQUIRED FOR CLOSING SMOKE DAMPERS OR TO SHUT DOWNRTU'S.C. PLEASE CALL FIRE DEPARTMENT TO ARRANGE FOR FIELD APPROVAL OF LOCATIONOF THE FIRE ALARM CONTROL PANEL (FACP) AND/OR THE ANNUNCIATION PANEL.D. ALARM NOTIFICATION IN EVERY OCCUPIED SPACE WITHIN THE BUILDING SHALLSATISFY SECTION 907.6, 2015 IFCA.E. VISIBLE ALARMS FOR NOTIFICATION SHALL BE PROVIDED IN TOILET ROOMSACCESSIBLE TO THE HANDICAPPED, IN CORRIDORS, PUBLIC AND COMMON AREASAND IN AREAS OF ASSEMBLY PER SECTION 907.5.2.3, 2015 IFCA.3. PORTABLE FIRE EXTINGUISHERS SHALL BE PROVIDED PER SECTION 906 2015 IFC. IFCTABLE 906.3(1): FIRE EXTINGUISHERS SHALL BE LOCATED WITHIN 75FT OF ANY PORTIONOF THE BUILDING. IF CABINETS ARE RECESSED INTO FIRE RATED WALLS/PARTITIONS,THEN SUCH CABINETS SHALL BE AFFORDED A FIRE RATING TO MAINTAIN THE REQUIREDINTEGRITY. SEE ADJACENT PLANS FOR LAYOUT OF FIRE EXTINGUISHER CABINETS (FEC).FIELD APPROVAL REQUIRED PRIOR TO CERTIFICATE OF OCCUPANCY.4.EMERGENCY ACCESS IS REQUIRED THROUGH LOCKED GATES AND DOORS. PROVIDEKEY BOXES PER 2015 IFC SECTION 506. PLEASE CONTACT THE LOUISVILLE FIREDEPARTMENT TO ARRANGE FOR FIELD APPROVAL OF KEY BOX (KNOX BOX)1OCATION(S). FIELD APPROVAL REQUIRED PRIOR TO CERTIFICATE OF OCCUPANCY.5.EXIT SIGNS. SECTION 1013, 2015 IFC. EXITS AND EXIT ACCESS DOORS SHALL BEMARKED BY AN APPROVED EXIT SIGN READILY VISIBLE FROM ANY DIRECTION OFEGRESS TRAVEL. ACCESS TO EXITS SHALL BE MARKED BY READILY VISIBLE EXIT SIGNS INCASES WHERE THE EXIT OR THE PATH OF EGRESS TRAVEL IS NOT IMMEDIATELY VISIBLETO THE OCCUPANTS. EXIT SIGN PLACEMENT SHALL BE SUCH THAT NO POINT IN AN EXITACCESS CORRIDOR IS MORE THAN 100 FEET OR THE LISTED VIEWING DISTANCE FORTHE SIGN, WHICHEVER IS LESS, FROM THE NEAREST VISIBLE EXIT SIGN. FIELD APPROVALREQUIRED PRIOR TO CERTIFICATE OF OCCUPANCY.6.MEANS OF EGRESS ILLUMINATION. SECTION 1008, 2015 IFC. THE-MEANS OF EGRESS,INCLUDING THE EXIT DISCHARGE, SHALL BE ILLUMINATED AT ALL TIMES THE BUILDINGSPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED. THE PORTION OF THEEXTERIOR EXIT DISCHARGE IMMEDIATELY ADJACENT TO EXIT DISCHARGE DOORWAYSSHALL BE ILLUMINATED PER SECTION 1008.3. THE EMERGENCY POWER SYSTEM SHALLPROVIDE POWER FOR DURATION OF NOT LESS THAN 90-MINUTES AND SHALL CONSISTOF STORAGE BATTERIES, UNIT-EQUIPMENT OR AN ON-SITE GENERATOR. REFER TOELECTRICAL PLANS FOR EMERGENCY POWER FOR THE EGRESS ILLUMINATION ATTHESE LOCATIONS. FIELD APPROVAL REQUIRED PRIOR TO CERTIFICATE OFOCCUPANCY.7. EGRESS/EXIT DOORS SHALL BE READILY OPERABLE FROM THE EGRESS SIDE WITHOUTTHE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. ONLY THE MAIN EXTERIORDOOR OR DOORS ARE ALLOWED TO HAVE A DOUBLE KEY DEADBOLT- LOCKINGDEVICE WITH THE CONDITION THERE IS A SIGN STATING, THIS DOOR TO REMAINUNLOCKED WHEN THIS SPACE IS OCCUPIED. SECTION 1010.1.9.3 2015 IFC. PANICHARDWARE MAY BE PROVIDED PER SECTION 1010.1.10. FIELD APPROVAL REQUIREDPRIOR TO CERTIFICATE OF OCCUPANCY.8. FIRE DEPARTMENT ACCESS TO EQUIPMENT. SECTION 509, 2015 IFC; FIRE PROTECTIONEQUIPMENT SHALL BE IDENTIFIED IN AN APPROVED MANNER. ROOMS CONTAININGCONTROLS FOR AIR-CONDITIONING SYSTEMS, SPRINKLER RISERS AND VALVES, OROTHER FIRE DETECTION, SUPPRESSION OR CONTROL ELEMENTS SHALL BE IDENTIFIEDFOR THE USE OF THE FIRE DEPARTMENT. APPROVED SIGNS REQUIRED TO IDENTIFY FIREPROTECTION EQUIPMENT AND EQUIPMENT LOCATION, SHALL BE CONSTRUCTED OFDURABLE MATERIALS, PERMANENTLY INSTALLED AND READILY VISIBLE. FIELDAPPROVAL REQUIRED PRIOR TO CERTIFICATE OF OCCUPANCY.9. ELECTRICAL EQUIPMENT. SECTION 605, 2015 IFC. DOORS INTO ELECTRICAL CONTROLPANEL ROOMS SHALL BE MARKED WITH A PLAINLY VISIBLE AND LEGIBLE SIGN STATINGELECTRICAL ROOM OR SIMILAR APPROVED WORDING. THE DISCONNECTING MEANSFOR EACH SERVICE, FEEDER OR BRANCH CIRCUIT ORIGINATING ON A SWITCHBOARDOR PANEL BOARD SHALL BE LEGIBLY AND DURABLY MARKED TO INDICATE ITSPURPOSE UNLESS SUCH PURPOSE IS CLEARLY EVIDENT. SEE SECTION 605.3.1,LABELING. FIELD APPROVAL REQUIRED PRIOR TO CERTIFICATE OF OCCUPANCY. THEMECHANICAL ROOM SHALL BEAR A SIGN W/ MIN. 4" WHITE LETTERING ON A REDBACKGROUND THAT READS 'FIRE CONTROL ROOM' PER MMC 15.04.110(Q).10.PREMISES IDENTIFICATION IS REQUIRED ON ALL BUILDINGS PER SECTION 505.1, 2015IFC. 505.1 ADDRESS IDENTIFICATION. NEW AND EXISTING BUILDINGS SHALL HAVEAPPROVED ADDRESS NUMBERS, BUILDING NUMBERS OR LETTERS, OR APPROVEDBUILDING IDENTIFICATION PLACED IN A POSITION THAT IS PLAINLY LEGIBLE ANDVISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY AND FROM THE STREETOR ROAD OR ALLEYWAY AT THE REAR OF THE PROPERTY. APPROVED BUILDINGNUMBERS OR LETTERS OR APPROVED BUILDING IDENTIFICATION MUST BEACCOMPANIED BY A BUILDING ADDRESS. THESE NUMBERS AND LETTERS SHALLCONTRAST WITH THEIR BACKGROUND. ADDRESS NUMBERS SHALL BE ARABICNUMBERS OR ALPHABETICAL LETTERS. NUMBERS SHALL BE A MINIMUM OF 12 INCHESHIGH WITH A MINIMUM STROKE WIDTH OF 1.5 INCHES (PER CITY OF MONROEMUNICIPAL CODE, TABLE 505.1). WHERE ACCESS IS BY MEANS OF A PRIVATE ROADAND THE BUILDING CANNOT BE VIEWED FROM THE PUBLIC WAY, A MONUMENT,POLE, OR OTHER SIGN OR MEANS SHALL BE USED TO IDENTIFY THE FIELD APPROVALREQUIRED PRIOR TO CERTIFICATE OF OCCUPANCY. STRUCTURE.11.CHAPTER 33 OF THE 2015 IFC SHALL BE SATISFIED AND MAINTAINED FOR FIRE SAFETYDURING CONSTRUCTION AND DEMOLITION. THIS SHALL INCLUDE TEMPORARYHEATING EQUIPMENT, PRECAUTIONS AGAINST FIRE, USE OF FLAMMABLE ANDCOMBUSTIBLE LIQUIDS, USE OF FLAMMABLE GASES, OWNERS RESPONSIBILITY FOR FIREPROTECTION, FIRE ALARM REPORTING, MAINTAINING ACCESS FOR FIRE FIGHTING,WATER SUPPLY FOR FIRE PROTECTION, MAINTAINING MEANS OF EGRESS ANDPORTABLE FIRE EXTINGUISHERS. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING AFIRE SAFE ENVIRONMENT DURING CONSTRUCTION AND SHALL OBTAIN ALL REQUIREDPERMITS FROM THE FIRE DEPARTMENT.ZONED:OP - OFFICE PARKUSE CATEGORY:DAYCARESITE AREA:1.49 ACRES (64,998 SF)EXISTING BUILDING HEIGHT26'-0"EXISTING BUILDING AREAAREA = 14,511 SFPATHWAYS & TRASH ENCLOSURE = EXISTINGCAR PARK AREA = EXISTINGPRE-SCHOOL PLAYGROUND = 1,792 SF (PERMEABLE)INFANT TODDLER PLAYGROUND = 1,405 SF (PERMEABLE)PLAYGROUND = 1,271 SF (PERMEABLE)GRASS AND LANDSCAPE AREAS = 975 SF (PERMEABLE)MONUMENT SIGN = 16 SF (NON-PERM) TOTAL = 5,459 SF SITE ANALYSISRESPONSIBILITY SCHEDULETEMPORARY 'COMING SOON' SIGNGATE ALARMSROLLER SHADESFINGER SAFEGUARDS30" MICROWAVE OVEN SHELFKITCHEN CABINETS/ CASEWORKWORK SCOPE ITEMCOUNTERTOPSSOAP DISPENSER & PAPER TOWELPLAYGROUND SITE PREP & DRAINAGEFIRE ALARM SYSTEM (INCL. 1 YR MONITORING)INCLUDING PHONE SERVICE LINE (LAND ORCELLULAR IF REQUIRED)WIRELESS TRANSMITTERS & RECEIVERCORNER GUARDSCCTV SECURITY SYSTEM ROUGH-IN & WIREHANDKEY2 HAND READER ROUGH-IN & WIREHANDKEY2 HAND READER BY GSICCTV SECURITY SYSTEM EQUIPMENTBIOMETRIC SECURITY EQUIPMENTPLAYGROUND EQUIPMENT & RESILIENT PADGODDARD BUILDING MOUNTED LETTERSGODDARD BUILDING MOUNTED LOGOGODDARD PERMANENT GROUND SIGNFURNISHINGSSTANDARD CUBBIESINFANT CUBBIES12 TO 18 MONTH CUBBIESFRANCHISEEINSTALLFRANCHISEEFURNISHGODDARDINSTALLGODDARDFURNISHG.C. FURNISH
G.C. INSTALL
REMARKSTOILET ACCESSORIES (ALL OTHERS) & FIXTURESTELEPHONE / DATA CABLINGJACKS, TERMINATION, & PATCH PANELREFRIGERATORS, FREEZERS, MICROWAVE OVENFIRE AND SAFETY REQUIREMENTS PROVIDED BOTTLE FILLING STATION: -(2) DRINKING BOTTLE FILLINGEDUCATIONAL& VOCATIONALAREASKITCHENAREASSTORAGE & MECH AREASCIRCULATIONLANDINGS & STAIRWELLS- NO OCCUPANT LOAD -SHAFTS & CLOSETS.UNOCCUPIEDACCESSORY- NO OCCUPANT LOAD -BUSINESS &OFFICE AREASRESTROOMSSTAFF ANDCONFERENCE ROOMSOCCUPANT AREAS - LEGEND:2,343 S.F.16.5%297 S.F.2.1%461 S.F.3.3%168 S.F.1.2%396 S.F.2.8%8,022 S.F.56.6%506 S.F.3.6%814 S.F.5.7%NET BUILDING AREA = 14,183 N.S.F.PLOTTED: OLIVIA NISBET 6/28/2021 10:48 AMS:\1-PROJECTS\395-ANUJ\395.02 FEDERAL WAY GODDARD SCHOOL 2\02-CADD
SHEET NUMBERPROJECT NO:GODDARDSCHOOL33310 1ST WAY SFEDERAL WAY, WA 9800333310 1ST WAY SFEDERAL WAY, WA 98003GENERALMANAGER:DATE:REVISIONNO.DATEISSUEDRAWN:CHECKED:TITLEDESIGN TEAMPROJECTSTAMPREGISTEREDARCHITECTKIRK D. CALLISONSTATE OF WASHINGTON6918NOVEMBER 20, 202020395.02KIRK CALLISONOENKDCINFORMATION IS UNDER COPYRIGHT 2019 BY TWIST DESIGN, INC. ALL RIGHTS RESERVED. THIS MATERIAL MAY NOTBE PUBLISHED, BROADCAST, REWRITTEN OR REDISTRIBUTED WITHOUT WRITTEN CONSENT FROM TWIST DESIGN, INC.DPD DEDICATED APPROVAL STAMP SPACEFEDERAL WAYGODDARDSCHOOLTWIST DESIGN INC4444 WOODLAND PARK AVE N., SUITE 100SEATTLE, WA 98103 (206) 402 448404/27/21LAND USE / PROCESS I /CHANGE OF USE PERMIT06/17/21LAND USE / PROCESS I /1CHANGE OF USE REVISIONSEXITEXITEXITEXITEXITEXITEXITEXITEXITEXIT15.3 OCC.536 SG/35536 S.F.I-4AFTER SCHOOL ACTIVITY14.2 OCC.497 SG/35497 S.F.I-412 TO 18 MTHS14 OCC.492 SG/35492 S.F.I-412 TO 18 MTHS16.4 OCC.574 SG/35574 S.F.I-424 TO 30 MTHS13.7 OCC.481 SG/35481 S.F.I-46 WKS TO 12 MTHS14.3 OCC.500 SG/35500 S.F.I-418 TO 24 MTHS14.3 OCC.500 SG/35500 S.F.I-418 TO 24 MTHS2.1 OCC.205 SG/100205 S.F.BOWNER'S OFFICE1.8 OCC.184 SG/100184 S.F.BDIRECTOR'S OFFICE11 OCC.168 SG/15168 S.F.ASSEMBLYCONFERENCE ROOM.8 OCC.156 SG/200156 S.F.ACCESSORYKITCHEN46 SF46 SF39 SF73 SF1.2 OCC.117 SG/100117 S.F.BENTRYFIRST FLOOR PLANENTRY1.0DIRECTOR'S OFFICE1.8OWNER'S OFFICE2.0KITCHENETTE0.8CONFERENCE ROOM11.0PANTRY0.16 WKS TO 12 MTHS13.712 TO 18 MTHS14.012 TO 18 MTHS14.218 TO 24 MTHS14.318 TO 24 MTHS14.324 TO 30 MTHS16.4AFTER SCHOOL ACTIVITY15.3MECHANICAL ROOM.4SECOND FLOOR PLANSTORAGE2.1KITCHENETTE1.031 TO 36 MTHS19.031 TO 36 MTHS18.23 TO 5 YRS22.23 TO 5 YRS22.23 TO 5 YRS22.33 TO 5 YRS23.0249.3250 TOTAL OCCUPANT LOADOCCUPANT LOAD CALCULATIONS.4 OCC.43 SG/10043 S.F.ACCESSORYMECH RM47 SF.1 OCC.45 SG/30045 S.F.MPANTRY.2 OCC.40 SG/20040 S.F.ACCESORYKITCHEN.1 OCC.20 SG/20020 S.F.ACCESSORYKITCHEN48 SF40 SF48 SF33 SF19 SF21 SF1
1/8" = 1'-0"SECOND FLOOR PLAN CODE STUDY12SECOND FLOORCODE STUDYG1.21. DEFERRED AND SEPARATE SUBMITTAL. GENERAL CONTRACTOR IS TO SUBMITSPRINKLER AND/OR STANDPIPE SHOP DRAWINGS FOR REVIEW AND APPROVAL PRIORTO ANY MODIFICATIONS AND INSTALLATION OF THESE SYSTEMS.2.DEFERRED AND SEPARATE SUBMITTAL. GENERAL CONTRACTOR IS TO SUBMIT FIREALARM DETECTION SYSTEM SHOP DRAWINGS FOR REVIEW AND APPROVAL PRIOR TOANY MODIFICATIONS AND INSTALLATION OF THE FIRE ALARM/DETECTION SYSTEM.THE FOLLOWING ITEMS SHALL BE PART OF THIS DESIGN:A. SPRINKLER SYSTEM IS REQUIRED TO BE MONITORED PER SECTION 903.4.1B. ANY DETECTORS REQUIRED FOR CLOSING SMOKE DAMPERS OR TO SHUT DOWNRTU'S.C. PLEASE CALL FIRE DEPARTMENT TO ARRANGE FOR FIELD APPROVAL OF LOCATIONOF THE FIRE ALARM CONTROL PANEL (FACP) AND/OR THE ANNUNCIATION PANEL.D. ALARM NOTIFICATION IN EVERY OCCUPIED SPACE WITHIN THE BUILDING SHALLSATISFY SECTION 907.6, 2015 IFCA.E. VISIBLE ALARMS FOR NOTIFICATION SHALL BE PROVIDED IN TOILET ROOMSACCESSIBLE TO THE HANDICAPPED, IN CORRIDORS, PUBLIC AND COMMON AREASAND IN AREAS OF ASSEMBLY PER SECTION 907.5.2.3, 2015 IFCA.3. PORTABLE FIRE EXTINGUISHERS SHALL BE PROVIDED PER SECTION 906 2015 IFC. IFCTABLE 906.3(1): FIRE EXTINGUISHERS SHALL BE LOCATED WITHIN 75FT OF ANY PORTIONOF THE BUILDING. IF CABINETS ARE RECESSED INTO FIRE RATED WALLS/PARTITIONS,THEN SUCH CABINETS SHALL BE AFFORDED A FIRE RATING TO MAINTAIN THE REQUIREDINTEGRITY. SEE ADJACENT PLANS FOR LAYOUT OF FIRE EXTINGUISHER CABINETS (FEC).FIELD APPROVAL REQUIRED PRIOR TO CERTIFICATE OF OCCUPANCY.4.EMERGENCY ACCESS IS REQUIRED THROUGH LOCKED GATES AND DOORS. PROVIDEKEY BOXES PER 2015 IFC SECTION 506. PLEASE CONTACT THE LOUISVILLE FIREDEPARTMENT TO ARRANGE FOR FIELD APPROVAL OF KEY BOX (KNOX BOX)1OCATION(S). FIELD APPROVAL REQUIRED PRIOR TO CERTIFICATE OF OCCUPANCY.5.EXIT SIGNS. SECTION 1013, 2015 IFC. EXITS AND EXIT ACCESS DOORS SHALL BEMARKED BY AN APPROVED EXIT SIGN READILY VISIBLE FROM ANY DIRECTION OFEGRESS TRAVEL. ACCESS TO EXITS SHALL BE MARKED BY READILY VISIBLE EXIT SIGNS INCASES WHERE THE EXIT OR THE PATH OF EGRESS TRAVEL IS NOT IMMEDIATELY VISIBLETO THE OCCUPANTS. EXIT SIGN PLACEMENT SHALL BE SUCH THAT NO POINT IN AN EXITACCESS CORRIDOR IS MORE THAN 100 FEET OR THE LISTED VIEWING DISTANCE FORTHE SIGN, WHICHEVER IS LESS, FROM THE NEAREST VISIBLE EXIT SIGN. FIELD APPROVALREQUIRED PRIOR TO CERTIFICATE OF OCCUPANCY.6.MEANS OF EGRESS ILLUMINATION. SECTION 1008, 2015 IFC. THE-MEANS OF EGRESS,INCLUDING THE EXIT DISCHARGE, SHALL BE ILLUMINATED AT ALL TIMES THE BUILDINGSPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED. THE PORTION OF THEEXTERIOR EXIT DISCHARGE IMMEDIATELY ADJACENT TO EXIT DISCHARGE DOORWAYSSHALL BE ILLUMINATED PER SECTION 1008.3. THE EMERGENCY POWER SYSTEM SHALLPROVIDE POWER FOR DURATION OF NOT LESS THAN 90-MINUTES AND SHALL CONSISTOF STORAGE BATTERIES, UNIT-EQUIPMENT OR AN ON-SITE GENERATOR. REFER TOELECTRICAL PLANS FOR EMERGENCY POWER FOR THE EGRESS ILLUMINATION ATTHESE LOCATIONS. FIELD APPROVAL REQUIRED PRIOR TO CERTIFICATE OFOCCUPANCY.7. EGRESS/EXIT DOORS SHALL BE READILY OPERABLE FROM THE EGRESS SIDE WITHOUTTHE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. ONLY THE MAIN EXTERIORDOOR OR DOORS ARE ALLOWED TO HAVE A DOUBLE KEY DEADBOLT- LOCKINGDEVICE WITH THE CONDITION THERE IS A SIGN STATING, THIS DOOR TO REMAINUNLOCKED WHEN THIS SPACE IS OCCUPIED. SECTION 1010.1.9.3 2015 IFC. PANICHARDWARE MAY BE PROVIDED PER SECTION 1010.1.10. FIELD APPROVAL REQUIREDPRIOR TO CERTIFICATE OF OCCUPANCY.8. FIRE DEPARTMENT ACCESS TO EQUIPMENT. SECTION 509, 2015 IFC; FIRE PROTECTIONEQUIPMENT SHALL BE IDENTIFIED IN AN APPROVED MANNER. ROOMS CONTAININGCONTROLS FOR AIR-CONDITIONING SYSTEMS, SPRINKLER RISERS AND VALVES, OROTHER FIRE DETECTION, SUPPRESSION OR CONTROL ELEMENTS SHALL BE IDENTIFIEDFOR THE USE OF THE FIRE DEPARTMENT. APPROVED SIGNS REQUIRED TO IDENTIFY FIREPROTECTION EQUIPMENT AND EQUIPMENT LOCATION, SHALL BE CONSTRUCTED OFDURABLE MATERIALS, PERMANENTLY INSTALLED AND READILY VISIBLE. FIELDAPPROVAL REQUIRED PRIOR TO CERTIFICATE OF OCCUPANCY.9. ELECTRICAL EQUIPMENT. SECTION 605, 2015 IFC. DOORS INTO ELECTRICAL CONTROLPANEL ROOMS SHALL BE MARKED WITH A PLAINLY VISIBLE AND LEGIBLE SIGN STATINGELECTRICAL ROOM OR SIMILAR APPROVED WORDING. THE DISCONNECTING MEANSFOR EACH SERVICE, FEEDER OR BRANCH CIRCUIT ORIGINATING ON A SWITCHBOARDOR PANEL BOARD SHALL BE LEGIBLY AND DURABLY MARKED TO INDICATE ITSPURPOSE UNLESS SUCH PURPOSE IS CLEARLY EVIDENT. SEE SECTION 605.3.1,LABELING. FIELD APPROVAL REQUIRED PRIOR TO CERTIFICATE OF OCCUPANCY. THEMECHANICAL ROOM SHALL BEAR A SIGN W/ MIN. 4" WHITE LETTERING ON A REDBACKGROUND THAT READS 'FIRE CONTROL ROOM' PER MMC 15.04.110(Q).10.PREMISES IDENTIFICATION IS REQUIRED ON ALL BUILDINGS PER SECTION 505.1, 2015IFC. 505.1 ADDRESS IDENTIFICATION. NEW AND EXISTING BUILDINGS SHALL HAVEAPPROVED ADDRESS NUMBERS, BUILDING NUMBERS OR LETTERS, OR APPROVEDBUILDING IDENTIFICATION PLACED IN A POSITION THAT IS PLAINLY LEGIBLE ANDVISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY AND FROM THE STREETOR ROAD OR ALLEYWAY AT THE REAR OF THE PROPERTY. APPROVED BUILDINGNUMBERS OR LETTERS OR APPROVED BUILDING IDENTIFICATION MUST BEACCOMPANIED BY A BUILDING ADDRESS. THESE NUMBERS AND LETTERS SHALLCONTRAST WITH THEIR BACKGROUND. ADDRESS NUMBERS SHALL BE ARABICNUMBERS OR ALPHABETICAL LETTERS. NUMBERS SHALL BE A MINIMUM OF 12 INCHESHIGH WITH A MINIMUM STROKE WIDTH OF 1.5 INCHES (PER CITY OF MONROEMUNICIPAL CODE, TABLE 505.1). WHERE ACCESS IS BY MEANS OF A PRIVATE ROADAND THE BUILDING CANNOT BE VIEWED FROM THE PUBLIC WAY, A MONUMENT,POLE, OR OTHER SIGN OR MEANS SHALL BE USED TO IDENTIFY THE FIELD APPROVALREQUIRED PRIOR TO CERTIFICATE OF OCCUPANCY. STRUCTURE.11.CHAPTER 33 OF THE 2015 IFC SHALL BE SATISFIED AND MAINTAINED FOR FIRE SAFETYDURING CONSTRUCTION AND DEMOLITION. THIS SHALL INCLUDE TEMPORARYHEATING EQUIPMENT, PRECAUTIONS AGAINST FIRE, USE OF FLAMMABLE ANDCOMBUSTIBLE LIQUIDS, USE OF FLAMMABLE GASES, OWNERS RESPONSIBILITY FOR FIREPROTECTION, FIRE ALARM REPORTING, MAINTAINING ACCESS FOR FIRE FIGHTING,WATER SUPPLY FOR FIRE PROTECTION, MAINTAINING MEANS OF EGRESS ANDPORTABLE FIRE EXTINGUISHERS. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING AFIRE SAFE ENVIRONMENT DURING CONSTRUCTION AND SHALL OBTAIN ALL REQUIREDPERMITS FROM THE FIRE DEPARTMENT.FIRE AND SAFETY REQUIREMENTSPLOTTED: OLIVIA NISBET 6/28/2021 10:48 AMS:\1-PROJECTS\395-ANUJ\395.02 FEDERAL WAY GODDARD SCHOOL 2\02-CADD
SHEET NUMBERPROJECT NO:GODDARDSCHOOL33310 1ST WAY SFEDERAL WAY, WA 9800333310 1ST WAY SFEDERAL WAY, WA 98003GENERALMANAGER:DATE:REVISIONNO.DATEISSUEDRAWN:CHECKED:TITLEDESIGN TEAMPROJECTSTAMPREGISTEREDARCHITECTKIRK D. CALLISONSTATE OF WASHINGTON6918NOVEMBER 20, 202020395.02KIRK CALLISONOENKDCINFORMATION IS UNDER COPYRIGHT 2019 BY TWIST DESIGN, INC. ALL RIGHTS RESERVED. THIS MATERIAL MAY NOTBE PUBLISHED, BROADCAST, REWRITTEN OR REDISTRIBUTED WITHOUT WRITTEN CONSENT FROM TWIST DESIGN, INC.DPD DEDICATED APPROVAL STAMP SPACEFEDERAL WAYGODDARDSCHOOLTWIST DESIGN INC4444 WOODLAND PARK AVE N., SUITE 100SEATTLE, WA 98103 (206) 402 448404/27/21LAND USE / PROCESS I /CHANGE OF USE PERMIT06/17/21LAND USE / PROCESS I /1CHANGE OF USE REVISIONS18.2 OCC.637 SG/35637 S.F.I-431 TO 36 MTHS22.2 OCC.776 SG/35776 S.F.I-43 TO 5 YRS22.2 OCC.777 SG/35777 S.F.I-43 TO 5 YRS19 OCC.668 SG/35668 S.F.I-431 TO 36 MTHS23 OCC.805 SG/35805 S.F.I-43 TO 5 YRS22.3 OCC.779 SG/35779 S.F.I-43 TO 5 YRS45 SF45 SF45 SF45 SF45 SF45 SF45 SF45 SF39 SF39 SF45 SF45 SF1 OCC.180 SG/200180 S.F.KITCHENKITCHEN209 SF66 SF34 SF1.OWNER WILL INITIATE START-UP AND WARRANTY FROM CERTIFIEDMANUFACTURERS REPRESENTATIVES. (WARRANTIES, AS SUPPLIED BY G.C.)2.ELECTRICAL CONTRACTOR TO PROVIDE WALL BOXES AND CONDUIT ASINDICATED ON DRAWINGS AND IN THE SPECIFICATIONS3.ITEMS NOT COVERED IN RESPONSIBILITY SCHEDULE WILL BE CONSIDEREDGENERAL CONTRACTOR. PROVIDED AND INSTALLED.RESPONSIBILITY NOTESACCESSIBLE EGRESS ROUTEEXIT SIGN PER IBC-SECT. 10110 OCC.xx SG/35000 S.F.EROOM NAMEEXITEGRESS ROUTEOCCUPANT LOAD PER EGRESS DOORWAYFULLY ENCLOSED RECESSED FIRE EXTINGUISHER CABINET. REFER TOFIRE INSPECTOR FOR EXACT EXTINGUISHER LOCATIONS & QUANTITIESPRIOR TO INSTALLATION.HCOCCUPANCY CLASSIFICATIONNUMBER OF OCCUPANTSOCCUPANT LOAD FACTORAREALEGENDCODE ANALYSIS33310 1st WAY S, FEDERAL WAY, WA 98003CONSTRUCTION TYPE: V-B SINGLE STORY (FULLY SPRINKLERED) BUILDING HEIGHT: EXISTINGOCCUPANCY : I-4 - INSTITUTIONAL - DAYCARE FACILITIESTOTAL OCCUPANT LOAD:250EXIT REQUIREMENTS:EXIT WIDTH: REQUIRED = OCC. LOAD X O.20 = 43" TOTAL EXITING WIDTH REQUIRED = 43" PROVIDED = 408"NUMBER OF EXITS: REQUIRED = 2 PER STORY (PER IBC TABLE 1021.1) TOTAL REQUIRED = 2 TOTAL PROVIDED = 3 PRIMARY EXITS, 7 ADDITIONAL CLASSROOM EXITSCORRIDOR WIDTH: 5'-0" PROVIDED (REQUIRED MINIMUM = 44" PER IBC SECTION 1018.2)CORRIDOR FIRE RESISTANCE:SMOKE COMPARTMENTS:MAXIMUM EXIT ACCESS TRAVEL DISTANCE: ALLOWED = 250' MAX PER IBC TABLE 1016.1 WITH SPRINKLER SYSTEM.MINIMUM PLUMBING FIXTURES:REQUIRED FIXTURES: INSTUTITIONAL (@ 1/15) 250 OCCUPANTS = # REQ'D MEN - (8) WATER CLOSETS, (8) LAVATORIES WOMEN - (9) WATER CLOSETS, (9) LAVATORIESPROVIDED FIXTURES MEN - (7) WATER CLOSETS, (0) URINALS (7) LAVATORIES WOMEN - (7) WATER CLOSETS, (7) LAVATORIES REQUIRED DRINKING FOUNTAINS: - (1@100) PROVIDED DRINKING FOUNTAINS: -(5) DRINKING FOUNTAIN REQUIRED SERVICE SINKS: -(1) SERVICE SINK PROVIDED SERVICE SINKS: -(1) SERVICE SINK UNISEX - (4) WATER CLOSETS, (4) LAVATORIES (3 RESTROOMS)SMOKE COMPARTMENTS / BARRIERS ARE NOT REQUIRED FOR THIS OCCUPANCY PER IBC SECTION 709.4.BUILDING2015 - IBC WITH AMENDMENTSELECTRICAL2014 - NEC WITH AMENDMENTSMECHANICAL2015 - IMC WITH AMENDMENTSPLUMBING2015 - IPC WITH AMENDMENTSENERGY2015 - IECC WITH AMENDMENTSACCESSIBILITYANSI MANUAL A117.1-2009 - AMERICAN NATIONAL STANDARD 2009FUEL GAS2015 - IFGC WITH AMENDMENTSFIRE2015 - IFC WITH AMENDMENTSFIRE ALARMNFPA 72, NATIONAL FIRE ALARM CODEREQUIRED FIXTURES: STATE OR CITY CHILD CARE SPECIFIC REGULATIONS (SPRINKLER SYSTEM REQUIRED BY GSI.)BUILDING AREA: = 14,511 SFCORRIDOR FIRE RESISTANCE RATING NOT REQUIRED PER IBC TABLE 1018.1WITH SPRINKLER SYSTEM.ZONED:OP - OFFICE PARKUSE CATEGORY:DAYCARESITE AREA:1.49 ACRES (64,998 SF)EXISTING BUILDING HEIGHT26'-0"EXISTING BUILDING AREAAREA = 14,511 SFPATHWAYS & TRASH ENCLOSURE = EXISTINGCAR PARK AREA = EXISTINGPRE-SCHOOL PLAYGROUND = 1,792 SF (PERMEABLE)INFANT TODDLER PLAYGROUND = 1,405 SF (PERMEABLE)PLAYGROUND = 1,271 SF (PERMEABLE)GRASS AND LANDSCAPE AREAS = 975 SF (PERMEABLE)MONUMENT SIGN = 16 SF (NON-PERM) TOTAL = 5,459 SF SITE ANALYSISRESPONSIBILITY SCHEDULETEMPORARY 'COMING SOON' SIGNGATE ALARMSROLLER SHADESFINGER SAFEGUARDS30" MICROWAVE OVEN SHELFKITCHEN CABINETS/ CASEWORKWORK SCOPE ITEMCOUNTERTOPSSOAP DISPENSER & PAPER TOWELPLAYGROUND SITE PREP & DRAINAGEFIRE ALARM SYSTEM (INCL. 1 YR MONITORING)INCLUDING PHONE SERVICE LINE (LAND ORCELLULAR IF REQUIRED)WIRELESS TRANSMITTERS & RECEIVERCORNER GUARDSCCTV SECURITY SYSTEM ROUGH-IN & WIREHANDKEY2 HAND READER ROUGH-IN & WIREHANDKEY2 HAND READER BY GSICCTV SECURITY SYSTEM EQUIPMENTBIOMETRIC SECURITY EQUIPMENTPLAYGROUND EQUIPMENT & RESILIENT PADGODDARD BUILDING MOUNTED LETTERSGODDARD BUILDING MOUNTED LOGOGODDARD PERMANENT GROUND SIGNFURNISHINGSSTANDARD CUBBIESINFANT CUBBIES12 TO 18 MONTH CUBBIESFRANCHISEEINSTALLFRANCHISEEFURNISHGODDARDINSTALLGODDARDFURNISHG.C. FURNISH
G.C. INSTALL
REMARKSTOILET ACCESSORIES (ALL OTHERS) & FIXTURESTELEPHONE / DATA CABLINGJACKS, TERMINATION, & PATCH PANELREFRIGERATORS, FREEZERS, MICROWAVE OVEN PROVIDED BOTTLE FILLING STATION: -(2) DRINKING BOTTLE FILLINGF.E.2.1 OCC.209 SG/35209 S.F.ACCESSORYSTORAGEEDUCATIONAL& VOCATIONALAREASKITCHENAREASSTORAGE & MECH AREASCIRCULATIONLANDINGS & STAIRWELLS- NO OCCUPANT LOAD -SHAFTS & CLOSETS.UNOCCUPIEDACCESSORY- NO OCCUPANT LOAD -BUSINESS &OFFICE AREASRESTROOMSSTAFF ANDCONFERENCE ROOMSOCCUPANT AREAS - LEGEND:2,343 S.F.16.5%297 S.F.2.1%461 S.F.3.3%168 S.F.1.2%396 S.F.2.8%8,022 S.F.56.6%506 S.F.3.6%814 S.F.5.7%NET BUILDING AREA = 14,183 N.S.F.FIRST FLOOR PLANENTRY1.0DIRECTOR'S OFFICE1.8OWNER'S OFFICE2.0KITCHENETTE0.8CONFERENCE ROOM11.0PANTRY0.16 WKS TO 12 MTHS13.712 TO 18 MTHS14.012 TO 18 MTHS14.218 TO 24 MTHS14.318 TO 24 MTHS14.324 TO 30 MTHS16.4AFTER SCHOOL ACTIVITY15.3MECHANICAL ROOM.4SECOND FLOOR PLANSTORAGE2.1KITCHENETTE1.031 TO 36 MTHS19.031 TO 36 MTHS18.23 TO 5 YRS22.23 TO 5 YRS22.23 TO 5 YRS22.33 TO 5 YRS23.0249.3250 TOTAL OCCUPANT LOADOCCUPANT LOAD CALCULATIONS35 SF1
XXXXXXXNO PARKING - FIRE LANENO PARKING - FIRE LANENO PARKING - FIRE LANENO PARKING - FIRE LANENO PARKINGS 333RD ST
(PUBLIC RIGHT OF WAY)1ST WAY S(PUBLIC RIGHT OF WAY)S 334TH ST DATE
PROJECT NO.
DESCRIPTIONNUMBDATE
21706
04.01.2021
FEDERAL WAY, WA33310 1ST WAY S.FEDERAL WAY GODDARD SCHOOLFOR EARLY CHILDHOOD DEVELOPMENTTHE GODDARD SCHOOL98003REVISIONS
SEAL
SIGNATURE
COPYRIGHT & OWNERSHIP OF DOCUMENTS
PROJECT TITLE
SHEET TITLE
SHEET NUMBER
6/16/21
R
1 PER TECHNICAL REVIEW COMMENTS
PLAYGROUND EQUIPMENT IS DESIGNED WITH THE PRIMARY COLORS
BLUE,RED,GREEN AND YELLOW. DEVELOPER/DESIGN PROFESSIONAL
TO CONFIRM THAT THERE ARE NO RESTRICTIONS THAT WILL NOT
PERMIT THE INSTALLATION OF EQUIPMENT WITH THESE COLORS.
DEVELOPER/DESIGN PROFESSIONAL TO VERIFY WITH ANY
GOVERNING BODY NOT LIMITED TO PLANNING AND ZONING BOARDS,
ARCHITECTURAL REVIEW BOARDS, OR HOME OWNER'S ASSOCIATIONS
AS WELL AS WITH AND NOT LIMITED TO THE REVIEW OF ANY
COVENANTS AND RESTRICTIONS OR DESIGN GUIDELINES. GODDARD
SYSTEMS, INC. (GSI) CAN PROVIDE COLOR ELEVATIONS OF THE
EQUIPMENT IF NECESSARY. PLEASE CONTACT YOUR GSI
REPRESENTATIVE IF THE PRIMARY COLORS ARE NOT PERMITTED.
1.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE
STATE DEPARTMENT OF TRANSPORTATION'S "STANDARD SPECIFICATIONS FOR ROAD
AND BRIDGE CONSTRUCTION", AS APPLICABLE.
2.ALL DIMENSIONS ARE TO THE EDGE OF PAVEMENT, FACE OF CURBS, OR OUTSIDE FACE
OF BRICK, BLOCK OR BUILDING FASCIA UNLESS OTHERWISE INDICATED.
3.THE PROPOSED SIDEWALK IS PARALLEL WITH OR PERPENDICULAR TO THE EXISTING
BUILDING.
4.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO THE START
OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD
DIMENSIONS AND SHALL REPORT ANY DISCREPANCIES BETWEEN THE PLANS AND
ACTUAL FIELD CONDITIONS TO THE OWNER OR OWNER'S REPRESENTATIVE
IMMEDIATELY.
5.CONTRACTOR SHALL PROVIDE SMOOTH TRANSITIONS FROM PROPOSED FEATURES TO
EXISTING FEATURES AS NECESSARY.
6.ALL DISTURBED AREAS SHALL BE SEEDED OR SODDED AFTER FINISH GRADING IS
COMPLETED UNLESS OTHERWISE NOTED. ALL NEW SEEDED OR SODDED AREAS
SHALL HAVE A TOPSOIL LAYER OF 4" MINIMUM. TOP OF TOPSOIL LAYER SHALL BE
PLACED 1" BELOW TOPS OF CURBS, WALKS, OR PAVEMENT ELEVATIONS WHERE
TOPSOIL ABUTS THOSE AREAS.
7.CONTRACTOR SHALL SUPPLY AND PLACE STRAW MULCH WHEREVER GRASS SEED HAS
BEEN PLACED.
8.CONTRACTOR SHALL SEAL THE EDGE OF EXISTING ASPHALT PAVEMENT WITH TACK
COAT IN ACCORDANCE WITH THE STATES DEPARTMENT OF TRANSPORTATION
STANDARD SPECIFICATIONS WHERE NEW ASPHALT JOINS EXISTING ASPHALT.
9.CONTRACTOR SHALL REPAIR, RESURFACE, RECONSTRUCT OR REFURBISH ANY AREAS
DAMAGED DURING CONSTRUCTION BY THE CONTRACTOR, HIS SUBCONTRACTORS OR
SUPPLIERS AT NO ADDITIONAL COST TO THE OWNER.
10.CONTRACTOR SHALL COMPLETELY FILL ALL TRENCHES WITHIN 5 FEET OF
PLAYGROUND BOXES. PAVEMENT EDGES WITH GRANULAR BACKFILL. REFER TO
GEOTECHNICAL REPORT FOR TYPE OF FILL TO ACHIEVE DESIRED COMPACTION. EG: 2A
OR EQUIVALENT.
11.ALL PAINT STRIPING SHALL BE 4" TRAFFIC PAINT IN ACCORDANCE WITH THE STATES
DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS AND SHALL BE
YELLOW.
12.CONTRACTOR TO CONFIRM WITH LOCAL CODES AND BUILDING INSPECTOR FOR
SPECIFIC DISABLED PARKING SIZES, STRIPPING AND SIGNAGE REQUIREMENTS.
13.PRIMARY COLORED PLAYGROUND EQUIPMENT WILL BE INSTALLED UNLESS THE LOCAL
JURISDICTION, HOA OR COVENANTS AND RESTRICTIONS REQUIRE EARTHTONE.
14.GATES TO BE HARD WIRED, CONNECTED TO SEPARATE ALARM SYSTEM. CHIME BACK
AT OFFICE WHEN OPENED. PUSH BARS TO HAVE MINIMUM 12" DEPTH 16 GAUGE
EXPANDED METAL BACKING ALONG WIDTH OF GATE WITH LOCKABLE HANDLES ON
EXTERIOR.
15.G.C. SHALL INSTALL GSI'S STANDARD 'COMING SOON' TEMPORARY SIGN PER AHJ
STANDARDS. RE:02/C5.2
16.G.C. TO PROVIDE QTY. 3 MIN. SELF CLOSING HINGE SETS TO ALL EXTERIOR GATES, DUE
TO 4FT WIDTH AND TO PREVENT POSSIBLE SAGGING .
17.G.C. TO INSTALL & LOCATE CLEAN OUTS PER PLUMBING PLANS AND SPECIFICATIONS.
THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY
INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEES THAT
THE UNDERGROUND UTILITIES COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER
IN-SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE
UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH THE
SURVEYOR DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM
INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE
UNDERGROUND UTILITIES. THE CONTRACTOR SHALL POTHOLE AND LOCATE THE EXISTING
UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION AND RELOCATE AS NEEDED.
C1.1
EQUIPMENT NOTE
LAND DESCRIPTION
LOT 25B OF KING COUNTY SHORT PLAT NO. 475011 AS RECORDED UNDER RECORDING NO. 7506090381, BEING A
PORTION OF LOT 25, WEST CAMPUS OFFICE PARK DIVISION NO. 1, ACCORDING TO THE PLAT THEREOF
RECORDED IN VOLUME 97 OF PLATS, PAGES 55, 56, 57 AND 58, RECORDS OF KING COUNTY, WASHINGTON.
UTILITY STATEMENT
SYMBOL AND KEY NOTE LEGEND
GENERAL SITE NOTES
SCALE:
SITE PLAN20
1"=30'
REQUIRED PARKING PER CODE:
STANDARD PARKING (9'x20')67
2
( INCLUDES 1 VAN ACCESSIBLE )
HANDICAP PARKING PROVIDED
PROPOSED PARKING PER GODDARD:
69TOTAL =
49
49
1 SPACE PER 300 SF OF GROSS FLOOR AREA
TOTAL =
PROPOSED PARKING SUMMARY
LEGEND
6'-0'' (H) FENCE, SEE 16/C5.2
4'-0'' (H) FENCE, SEE 16/C5.2
BOLLARD, SEE 10/C5.2
EXISTING PARKING LOT
EXISTING HANDICAP RAMP.
EX. 6" CONCRETE CURB & WALK
EX. CURB
TODDLER PLAYGROUND EQUIPMENT, SEE C/C1.2.
EXISTING HANDICAP ACCESSIBLE PARKING SYMBOL.
EXISTING HANDICAP PARKING SIGN.
REPLACE EXISTING CURB, GUTTER, AND SIDEWALK AFTER UTILITY INSTALLATION.
6-0'' WIDE 4'' THICK CONCRETE SIDEWALK W/ HANDRAIL, SEE 11/C5.1 AND 19/C5.2.
6'-0" WIDE 4" THICK CONCRETE SIDEWALK, RE:11/C5.1.
DOUBLE SWINGING GATE W/ 3'-0" GATES. ACTIVE GATE PANIC BAR, KEYED AND ALARM.
SINGLE 4'-0" SWINGING GATE WITH PANIC DEVICE, KEYED ENTRANCE, AND ALARM.
SINGLE SWING GATE WITH PANIC BAR, NO ALARM
POUR-IN-PLACE PLAY SURFACE, SEE 4/C1.2, 5 & 9/C3.1 AND L-1.
6'-0" TALL AMERISTAR STEEL FENCE, RE: 16/C5.2
4'-0" TALL AMERISTAR STEEL FENCE, RE: 16/C5.2
BOLLARDS 4FT, RE: 10/C5.2
PRE-SCHOOL PLAYGROUD EQUIPMENT, SEE C/C1.2.
PLANTER AREA, SEE L-1.
GRASS PLAYGROUND, SEE L-1.
THERE WILL BE NO PICK UP OR DROP OFF LOCATION ON THE SITE.
THE CHILDREN WILL BE WALKED INTO THE BUILDING AND CHECKED IN
BY A PARENT AT THE MAIN ENTRY DOOR. (CHILDREN ARE 6 WEEKS TO
5 YEARS OLD)
DROP OFF/PICK UP NOTE:
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXNO PARKING - FIRE LANENO PARKING - FIRE LANENO PARKING - FIRE LANENO PARKING - FIRE LANENO PARKING DATE
PROJECT NO.
DESCRIPTIONNUMBDATE
21706
04.01.2021
FEDERAL WAY, WA33310 1ST WAY S.FEDERAL WAY GODDARD SCHOOLFOR EARLY CHILDHOOD DEVELOPMENTTHE GODDARD SCHOOL98003REVISIONS
SEAL
SIGNATURE
COPYRIGHT & OWNERSHIP OF DOCUMENTS
PROJECT TITLE
SHEET TITLE
SHEET NUMBER
6/16/21
R
1 PER TECHNICAL REVIEW COMMENTS
PLAYGROUND EQUIPMENT IS DESIGNED WITH THE PRIMARY COLORS
BLUE,RED,GREEN AND YELLOW. DEVELOPER/DESIGN PROFESSIONAL
TO CONFIRM THAT THERE ARE NO RESTRICTIONS THAT WILL NOT
PERMIT THE INSTALLATION OF EQUIPMENT WITH THESE COLORS.
DEVELOPER/DESIGN PROFESSIONAL TO VERIFY WITH ANY
GOVERNING BODY NOT LIMITED TO PLANNING AND ZONING BOARDS,
ARCHITECTURAL REVIEW BOARDS, OR HOME OWNER'S ASSOCIATIONS
AS WELL AS WITH AND NOT LIMITED TO THE REVIEW OF ANY
COVENANTS AND RESTRICTIONS OR DESIGN GUIDELINES. GODDARD
SYSTEMS, INC. (GSI) CAN PROVIDE COLOR ELEVATIONS OF THE
EQUIPMENT IF NECESSARY. PLEASE CONTACT YOUR GSI
REPRESENTATIVE IF THE PRIMARY COLORS ARE NOT PERMITTED.
1.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE
STATE DEPARTMENT OF TRANSPORTATION'S "STANDARD SPECIFICATIONS FOR ROAD
AND BRIDGE CONSTRUCTION", AS APPLICABLE.
2.ALL DIMENSIONS ARE TO THE EDGE OF PAVEMENT, FACE OF CURBS, OR OUTSIDE FACE
OF BRICK, BLOCK OR BUILDING FASCIA UNLESS OTHERWISE INDICATED.
3.THE PROPOSED SIDEWALK IS PARALLEL WITH OR PERPENDICULAR TO THE EXISTING
BUILDING.
4.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO THE START
OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD
DIMENSIONS AND SHALL REPORT ANY DISCREPANCIES BETWEEN THE PLANS AND
ACTUAL FIELD CONDITIONS TO THE OWNER OR OWNER'S REPRESENTATIVE
IMMEDIATELY.
5.CONTRACTOR SHALL PROVIDE SMOOTH TRANSITIONS FROM PROPOSED FEATURES TO
EXISTING FEATURES AS NECESSARY.
6.ALL DISTURBED AREAS SHALL BE SEEDED OR SODDED AFTER FINISH GRADING IS
COMPLETED UNLESS OTHERWISE NOTED. ALL NEW SEEDED OR SODDED AREAS
SHALL HAVE A TOPSOIL LAYER OF 4" MINIMUM. TOP OF TOPSOIL LAYER SHALL BE
PLACED 1" BELOW TOPS OF CURBS, WALKS, OR PAVEMENT ELEVATIONS WHERE
TOPSOIL ABUTS THOSE AREAS.
7.CONTRACTOR SHALL SUPPLY AND PLACE STRAW MULCH WHEREVER GRASS SEED HAS
BEEN PLACED.
8.CONTRACTOR SHALL SEAL THE EDGE OF EXISTING ASPHALT PAVEMENT WITH TACK
COAT IN ACCORDANCE WITH THE STATES DEPARTMENT OF TRANSPORTATION
STANDARD SPECIFICATIONS WHERE NEW ASPHALT JOINS EXISTING ASPHALT.
9.CONTRACTOR SHALL REPAIR, RESURFACE, RECONSTRUCT OR REFURBISH ANY AREAS
DAMAGED DURING CONSTRUCTION BY THE CONTRACTOR, HIS SUBCONTRACTORS OR
SUPPLIERS AT NO ADDITIONAL COST TO THE OWNER.
10.CONTRACTOR SHALL COMPLETELY FILL ALL TRENCHES WITHIN 5 FEET OF
PLAYGROUND BOXES. PAVEMENT EDGES WITH GRANULAR BACKFILL. REFER TO
GEOTECHNICAL REPORT FOR TYPE OF FILL TO ACHIEVE DESIRED COMPACTION. EG: 2A
OR EQUIVALENT.
11.ALL PAINT STRIPING SHALL BE 4" TRAFFIC PAINT IN ACCORDANCE WITH THE STATES
DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS AND SHALL BE
YELLOW.
12.CONTRACTOR TO CONFIRM WITH LOCAL CODES AND BUILDING INSPECTOR FOR
SPECIFIC DISABLED PARKING SIZES, STRIPPING AND SIGNAGE REQUIREMENTS.
13.PRIMARY COLORED PLAYGROUND EQUIPMENT WILL BE INSTALLED UNLESS THE LOCAL
JURISDICTION, HOA OR COVENANTS AND RESTRICTIONS REQUIRE EARTHTONE.
14.GATES TO BE HARD WIRED, CONNECTED TO SEPARATE ALARM SYSTEM. CHIME BACK
AT OFFICE WHEN OPENED. PUSH BARS TO HAVE MINIMUM 12" DEPTH 16 GAUGE
EXPANDED METAL BACKING ALONG WIDTH OF GATE WITH LOCKABLE HANDLES ON
EXTERIOR.
15.G.C. SHALL INSTALL GSI'S STANDARD 'COMING SOON' TEMPORARY SIGN PER AHJ
STANDARDS. RE:02/C5.2
16.G.C. TO PROVIDE QTY. 3 MIN. SELF CLOSING HINGE SETS TO ALL EXTERIOR GATES, DUE
TO 4FT WIDTH AND TO PREVENT POSSIBLE SAGGING .
17.G.C. TO INSTALL & LOCATE CLEAN OUTS PER PLUMBING PLANS AND SPECIFICATIONS.
THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY
INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEES THAT
THE UNDERGROUND UTILITIES COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER
IN-SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE
UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH THE
SURVEYOR DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM
INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE
UNDERGROUND UTILITIES. THE CONTRACTOR SHALL POTHOLE AND LOCATE THE EXISTING
UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION AND RELOCATE AS NEEDED.
EXISTING PARKING LOT
EXISTING HANDICAP RAMP.
EX. 6" CONCRETE CURB & WALK
EX. CURB
TODDLER PLAYGROUND EQUIPMENT, SEE C/C1.2.
EXISTING HANDICAP ACCESSIBLE PARKING SYMBOL.
EXISTING HANDICAP PARKING SIGN.
REPLACE EXISTING CURB, GUTTER, AND SIDEWALK AFTER UTILITY INSTALLATION.
6-0'' WIDE 4'' THICK CONCRETE SIDEWALK W/ HANDRAIL, SEE 11/C5.1 AND 19/C5.2.
6'-0" WIDE 4" THICK CONCRETE SIDEWALK, RE:11/C5.1.
DOUBLE SWINGING GATE W/ 3'-0" GATES. ACTIVE GATE PANIC BAR, KEYED AND ALARM.
SINGLE 4'-0" SWINGING GATE WITH PANIC DEVICE, KEYED ENTRANCE, AND ALARM.
SINGLE SWING GATE WITH PANIC BAR, NO ALARM
POUR-IN-PLACE PLAY SURFACE, SEE 4/C1.2, 5 & 9/C3.1 AND L-1.
6'-0" TALL AMERISTAR STEEL FENCE, RE: 16/C5.2
4'-0" TALL AMERISTAR STEEL FENCE, RE: 16/C5.2
BOLLARDS 4FT, RE: 11/C5.2
PRE-SCHOOL PLAYGROUD EQUIPMENT, SEE C/C1.2.
PLANTER AREA, SEE L-1.
GRASS PLAYGROUND, SEE L-1.
C1.1A
EQUIPMENT NOTE
LAND DESCRIPTION
LOT 25B OF KING COUNTY SHORT PLAT NO. 475011 AS RECORDED UNDER RECORDING NO. 7506090381, BEING A
PORTION OF LOT 25, WEST CAMPUS OFFICE PARK DIVISION NO. 1, ACCORDING TO THE PLAT THEREOF
RECORDED IN VOLUME 97 OF PLATS, PAGES 55, 56, 57 AND 58, RECORDS OF KING COUNTY, WASHINGTON.
UTILITY STATEMENT
SYMBOL AND KEY NOTE LEGEND
GENERAL SITE NOTES
TODDLER/INFANT PLAY
AREA = 1,405 SQ.FT.
ADDITIONAL PRESCHOOL
PLAY AREA = 1,271 SQ.FT.
PRESCHOOL PLAY AREA
1,792 SQ.FT.
SCALE:
SITE PLAN20
1"=10'
LEGEND
6'-0'' (H) FENCE, SEE 16/C5.2
4'-0'' (H) FENCE, SEE 16/C5.2
BOLLARD, SEE 10/C5.2
REQUIRED PARKING PER CODE:
STANDARD PARKING (9'x20')67
2
( INCLUDES 1 VAN ACCESSIBLE )
HANDICAP PARKING PROVIDED
PROPOSED PARKING PER GODDARD:
69TOTAL =
49
49
1 SPACE PER 300 SF OF GROSS FLOOR AREA
TOTAL =
PROPOSED PARKING SUMMARY
THERE WILL BE NO PICK UP OR DROP OFF LOCATION ON THE SITE.
THE CHILDREN WILL BE WALKED INTO THE BUILDING AND CHECKED IN
BY A PARENT AT THE MAIN ENTRY DOOR. (CHILDREN ARE 6 WEEKS TO
5 YEARS OLD)
DROP OFF/PICK UP NOTE:
#4 x 24" REBAR
GRADE
BRICK EDGE
6" x 6" TREATED TIMBER
1 5/8" IMPACT COURSE (BLACK)
3/8" TOPCOAT COURSE (COLOR)
5" COMPACTED GRAVEL FILL,
COMPACTED SUBGRADE
(BY DEVELOPER/BUILDER)
97% COMPACTION
3/4" CLEAN CHIPPED STONE
INSTALLED BY PLAYGROUND
INSTALLER
EXCAVATION BY DEVELOPER XXXXXXXXXX
XXXXXXXXX X
XXXXX50'-0''30'-3''44'-9''
5'-3''13'-3''SCALE:
PRESCHOOL PLAY STRUCTURE10
1/8" = 1'-0"
SCALE:
INFANT/ TODDLER PLAY STRUCTURE09
1/8" = 1'-0"
SCALE:
PRESCHOOL PLAYGROUND RENDERING12
N.T.S.
SCALE:
TODDLER PLAYGROUND RENDERING11
N.T.S. DATE
PROJECT NO.
DESCRIPTIONNUMBDATE
21706
04.01.2021
FEDERAL WAY, WA33310 1ST WAY S.FEDERAL WAY GODDARD SCHOOLFOR EARLY CHILDHOOD DEVELOPMENTTHE GODDARD SCHOOL98003REVISIONS
SEAL
SIGNATURE
COPYRIGHT & OWNERSHIP OF DOCUMENTS
PROJECT TITLE
SHEET TITLE
SHEET NUMBER
6/16/21
R
1 PER TECHNICAL REVIEW COMMENTS
SITE PLAN
C1.2REFER TO 10/C1.2
REFER TO 09/C1.2
1.PLAYGROUND STRUCTURE AND SHADE STRUCTURE APPROVALS OR PERMITS IF
REQUIRED. APPROVALS AND PERMITTING MAY BE REQUIRED FOR COLOR SCHEME,
HEIGHT, MANUFACTURER DESIGN METHODS, ETC.
2.UTILITIES CANNOT BE LOCATED UNDER OR OVER PLAYGROUND BOXES.
3.ELECTRIC AND WATER ARE NEEDED ON SITE, FOR THE PLAYGROUND INSTALLERS USE. IF
NOT, OTHER PRIOR ARRANGEMENTS SHALL BE MADE.
4.SOILS WITHIN THE PLAYGROUND BOX DIMENSIONS SHOULD BE SUITABLE FOR SLAB AT
GRADE INSTALLATIONS. SOILS SHOULD NOT CONTAIN DEBRIS AND COMPACTED TO 97% IN
ACCEPTED INCREMENTS CONTAINING SUITABLE SOIL.
5.PROVIDE GODDARD SYSTEM INC.'S PROJECT MANAGER WITH A TIMELINE FOR
PLAYGROUND INSTALLATION. ROUGH GRADE IS REQUIRED AND SIDEWALKS SHALL BE
INSTALLED PRIOR TO PLAYGROUND INSTALLATION, SOD, FENCE AND PARKING LOT TOP
COAT.
6.LOCATE PLAYGROUND BOXES PER SITE PLAN, EXCAVATED 7" DEEP. PLAYGROUND BOXES
CANNOT EXCEED A MAXIMUM 2% GRADE. (C1.1A AND 5 & 9/C3.1)
7.SUB-GRADE BACKFILL MUST BE COMPACTED TO AT LEAST 97% AND SHOULD NOT
CONTAIN MATERIALS SUCH AS LARGE ROCKS, SCRAP WOOD, CONCRETE SPOILS, ETC.
PLAYGROUND INSTALLERS NEED TO DRILL ACCURATE HOLES FOR PLAYGROUND POLE
INSTALLATION.
8.INSTALL DRAINAGE SYSTEM TO EXCAVATED PLAYGROUND BOXES PER SITE PLAN. (C1.1A
AND 5 & 9/C3.1)
9.ENSURE ADEQUATE AREA FOR PLAYGROUND INSTALLERS. STAGING AREA NEEDED TO
UNLOAD AND PRE-ASSEMBLE APPROX. 1,000 CUBIC FOOT SHIPMENT OF PLAYGROUND
EQUIPMENT. HOLDING AREA NEEDED TO RECEIVE DELIVERY OF APPROXIMATELY 40-50
TONS OF CRUSHED STONE. PARKING AREA NEEDED FOR TWO TRUCKS AND ONE 30'
TRAILER OF EXCAVATING EQUIPMENT.
10.IN ORDER TO AVOID POSSIBLE DAMAGE, PARKING LOTS SHOULD NOT HAVE TOPCOAT
APPLIED AND FENCING SHOULD NOT BE INSTALLED UNTIL PLAYGROUND IS COMPLETE. IF
FENCING IS INSTALLED, LEAVE OUT NECESSARY SECTIONS TO PROVIDE ACCESS TO
PLAYGROUND AREA.
11.ONCE COMPACTED CRUSH STONE BASE, BORDER, AND EQUIPMENT ARE IN PLACE, THEY
SHOULD NOT BE DRIVEN OR WALKED ON AND SHOULD NOT BE USED FOR STORAGE AREA.
12.PLAYGROUND INSTALLATION DESCRIBED ABOVE SHOULD TAKE APPROXIMATELY ONE TO
FIVE DAYS, DEPENDING ON SITE CONDITIONS, WEATHER, INSTALLER CREW SIZE, ETC.
13.INSTALLATION OF POUR-IN-PLACE SURFACING USUALLY TAKES PLACE ONE TO TWO
WEEKS AFTER PLAYGROUND IS INSTALLED, DEPENDING MAINLY ON WEATHER
CONDITIONS.
14.GENERALLY ONLY THREE OR FOUR PARKING SPACES ARE NEEDED FOR SURFACING
INSTALLERS. (ONE OR TWO VEHICLES AND A MIXER STAGING AREA)
15.TYPICALLY, TWO MEN MIX THE SURFACING PRODUCT IN THE PARKING LOT AND
TRANSPORT BY WHEELBARROW TO PLAYGROUNDS WHERE IT IS POURED AND
TROWELED. THEREFORE, NO SPECIAL ALLOWANCES ARE NECESSARY (FENCING CAN BE
INSTALLED AND FINISH LANDSCAPING CAN BE COMPLETED)
16.THIS IS USUALLY A TWO-DAY INSTALLATION, DEPENDING MAINLY ON WEATHER
CONDITIONS. IMPACT COURSE APPLIED ON DAY ONE, AND TOPCOAT (COLOR) APPLIED ON
DAY TWO.
17.ONCE THE TOPCOAT APPLICATION IS COMPLETE, THE BINDING AGENTS WILL TAKE A
MINIMUM 24 HOURS TO CURE. DURING THAT TIME THERE IS TO BE ABSOLUTELY NO
WALKING ON, PLACING OBJECTS ON, OR ALLOWING ANY DUST TO ACCUMULATE ON THE
TOPCOAT SURFACE.
18.FINISH GRADING AND LANDSCAPING MUST BE THE SAME ELEVATION AT THE PLAYGROUND
BORDERS.
19.ENSURE THAT THE SITE IS SECURE AND THAT OTHER CONTRACTORS WILL NOT BE
STORING, WORKING, WALKING, ETC. ON FINISHED PLAYGROUNDS, SURFACES OR
BORDERS.
GENERAL NOTES:
DEVELOPER/GENERAL CONTRACTOR SHOULD BE IN CONSTANT COMMUNICATION WITH GSI TO
SCHEDULE DELIVERY AND INSTALLATION OF THE PLAYGROUND STRUCTURES. PLAYGROUND
INSTALLERS TRAVEL LONG DISTANCES AND IT IS IMPERATIVE THE SITE IS PROPERLY
PREPARED AS SPECIFIED TO AVOID COSTLY MOBILIZATION, SHIPPING AND STORAGE FEES.
GSI'S PLAYGROUND INSTALLERS TRAVEL GREAT DISTANCES, INCURRING EXPENSES FOR
BOTH TRANSPORTATION AND LODGING. IN ADDITION THEY ARE REQUIRED TO RESERVE
RENTAL MACHINERY. IF THEY ARE TURNED AWAY BECAUSE THE SITE IS NOT READY, A
TRAVEL CHARGE WILL APPLY. THIS CHARGE COULD BE SIGNIFICANT ($50.00 PER MAN-HOUR
FOR A CREW OF FIVE, LODGING AT $175 PER ROOM PER NIGHT, AND EQUIPMENT RENTAL
DEPOSITS). THEREFORE, FOLLOWING ALL OF THE ABOVE GUIDELINES, ESPECIALLY WITH
RESPECT TO DISCLOSING EXCESSIVELY ROCKY CONDITIONS, PROHIBITING THE USE OF
LARGE ROCKS, CEMENT, ETC. IN BACKFILL MATERIALS, AND PROVIDING THE PROJECT
MANAGER AN ACCURATE TIMELINE, WILL SAVE BOTH MONEY AND TIME.
DEVELOPER / GENERAL CONTRACTOR'S
PLAYGROUND RESPONSIBILITIES
SCALE:
POUR-IN-PLACE PLAY SURFACING04
1 1/2" = 1'-0"17'-0''24'-0''
CANOPY LENGTH
20'-0''CANOPY WIDTH50'-10''36'-9''
6'-0''6'-6''30'-9''
30'-0''
CANOPY LENGTH 24'-0''CANOPY WIDTH44'-4''
X X X X X X X X X XX XXXXXXXXXXXXXXXXXXX
NO PARKING - FIRE LANENO PARKING - FIRE LANENO PARKING - FIRE LANE
DATEPROJECT NO.DESCRIPTIONNUMBDATE2170604.01.2021FEDERAL WAY, WA
33310 1ST WAY S.
FEDERAL WAY GODDARD SCHOOL
FOR EARLY CHILDHOOD DEVELOPMENT
THE GODDARD SCHOOL
98003 REVISIONSSEALSIGNATURECOPYRIGHT & OWNERSHIP OF DOCUMENTSPROJECT TITLESHEET TITLESHEET NUMBER6/16/21R1PER TECHNICAL REVIEW COMMENTSC2.1SYMBOL LEGENDBENCHMARKTHE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS DRAWING AREBASED ON ABOVE GROUND EVIDENCE OR INFORMATION GATHERED DURING THE FIELDSURVEY PORTION OF THIS PROJECT. AS SUCH, THIS INFORMATION IS SPECULATIVE INNATURE ONLY AND SHOULD NOT BE CONSTRUED AS FACT. THERE MAY ALSO BE OTHEREXISTING UNDERGROUND UTILITIES FOR WHICH NO ABOVE GROUND EVIDENCE WASOBSERVED. THE EXACT LOCATIONS OF THE UNDERGROUND UTILITIES SHALL BE VERIFIED BYTHE CONTRACTOR PRIOR TO THE START OF ANY AND ALL CONSTRUCTION.THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEYINFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEES THAT THEUNDERGROUND UTILITIES COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN-SERVICE ORABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUNDUTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH THE SURVEYOR DOESCERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATIONAVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES.THE CONTRACTOR SHALL POTHOLE AND LOCATE THE EXISTING UNDERGROUND UTILITIESPRIOR TO CONSTRUCTION AND RELOCATE AS NEEDED.THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASEDON ABOVE GROUND EVIDENCE ONLY, INCLUDING, BUT NOT LIMITED TO, MANHOLES, METERS,VALVES, AND MARKS MADE BY OTHERS.1.ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENTSTANDARDS AND SPECIFICATIONS OF THE CITY OF FEDERAL WAY.2.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO STARTINGCONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELDDIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM THE ACTUALFIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY.3.THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN EXCAVATING INAND AROUND EXISTING UTILITY LINES AND EQUIPMENT. VERIFY COVER REQUIREMENTSBY UTILITY CONTRACTORS AND/OR UTILITY COMPANIES SO AS NOT TO CAUSE DAMAGE.4.THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS BEFORECONSTRUCTION IS TO START, TO VERIFY IF ANY UTILITIES ARE PRESENT ON SITE. ALLVERIFICATIONS (LOCATION, SIZE AND DEPTH) SHALL BE MADE BY THE APPROPRIATEUTILITY COMPANIES. WHEN EXCAVATING IS AROUND OR OVER EXISTING UTILITIES, THECONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO A REPRESENTATIVE OF THATUTILITY COMPANY CAN BE PRESENT TO INSTRUCT AND OBSERVE DURINGCONSTRUCTION.5.TRENCHES FOR ALL STORM DRAIN LINES SHALL BE BACKFILLED COMPLETELY WITHENGINEERED GRANULAR MATERIAL IF WITHIN 5 FEET OF PAVEMENT.6.AFTER STRIPPING TOPSOIL MATERIAL, PROOFROLL WITH A MEDIUM WEIGHT ROLLER TODETERMINE LOCATIONS OF ANY POCKETS OF UNSUITABLE MATERIAL. THE NECESSITYFOR SUBDRAINS AND/OR REMOVAL OF ANY UNSUITABLE MATERIAL WITHIN THEPROPOSED PARKING AREAS WILL BE DETERMINED AT THE TIME OF CONSTRUCTION.7.PROVIDE POSITIVE DRAINAGE (4%-6% IN YARD AREAS AND 2% MAX, 1% PREFERRED ATTHE PLAYGROUND PADS) WITHOUT PONDING. AFTER INSTALLATION, CONTRACTOR TOTEST FOR, AND CORRECT, IF ANY, "BIRD BATH" CONDITIONS.8.ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL PAVEMENT AND FINAL GRADEELEVATIONS.9.SEE APPROPRIATE DETAILS TO DETERMINE SUBGRADE ELEVATIONS BELOW FINISHGRADE ELEVATIONS INDICATED. EXCAVATE 7" BELOW SPOT ELEVATIONS ATPLAYGROUND PADS (7" AROUND PERIMETER), COMPACT TO 97% AND MAKE SURE OF NOUTILITIES. IF UNDERGROUND RAIN LEADERS CROSS UNDER PLAYGROUNDS, BACKFILLWITH STONE AND COMPACT TRENCH TO 97%.10.COMPACT TOP SOIL AROUND PLAYGROUND PAD PERIMETER AND ALONG SIDEWALKSBEFORE INSTALLING SOD.11.FLOW LINE ELEVATIONS GIVEN AT END OF CONCRETE END SECTIONS.12.ENSURE SUITABLE SOILS FOR AT GRADE SLAB ARE USED WITHIN THE PLAYGROUND BOXDIMENSIONS.GRADING NOTESCAUTIONARY NOTEUTILITY STATEMENTSCALE:GRADING PLAN161"=10'EXISTING BENCHMARK NAMEBENCHMARK ELEVATION = 324.36FOUND MONUMENT IN CASE, INTERSECTION OF 1ST WAY SOUTHAND SOUTH 334TH STREET, 1 1/2" BRASS DISK W/"X" DOWN 0.6'±"L.S. 38013"
XXXXXXXXXXXXXNO PARKING - FIRE LANENO PARKING - FIRE LANENO PARKING - FIRE LANENO PARKING - FIRE LANENO PARKINGS 333RD ST
(PUBLIC RIGHT OF WAY)1ST WAY S(PUBLIC RIGHT OF WAY)PARCEL: 9265000255
33310 1ST WAY S
FEDERAL WAY, WA
PARCEL: 9265000220 PARCEL: 9265000210
PARCEL: 9265000258
WU PROPERTIES LLC
PARCEL: 9265000240PARCEL: 92650002301 5/8" IMPACT COURSE (BLACK)
3/8" TOPCOAT COURSE (COLOR)
BY PLAYGROUND INSTALLER
5" COMPACTED GRAVEL FILL,
3/4" CLEAN CHIPPED STONE
INSTALLED BY PLAYGROUND
INSTALLER
COMPACTED SUBGRADE
(BY DEVELOPER/BUILDER)
97% COMPACTION
6" DRAINAGE
#4 x 24" REBAR
GRADE
BRICK EDGE
6" x 6" TREATED TIMBER
EXCAVATION BY DEVELOPER
FINISHED STUB-OUT
G.C. TO LEAVE DRAIN PIPE 12"
ABV. GRADE FOR PLAYGROUND
INSTALLER TO TIE INTO
℄
PLAYGROUND DRAIN CAP BY
PLAY EQUIPMENT INSTALLER
PROVIDE A 6" DRAIN STUB IN
PLAYGROUND BEDDING FOR
CONNECTION BY PLAYGROUND
EQUIPMENT INSTALLER 2'-0" IN
FROM EACH BORDER IN LOW
CORNER
6" x6" TREATED TIMBER
BELOW PLAYGROUND
SURFACE, RE: 05/C3.1
DATE
PROJECT NO.
DESCRIPTIONNUMBDATE
21706
04.01.2021
FEDERAL WAY, WA33310 1ST WAY S.FEDERAL WAY GODDARD SCHOOLFOR EARLY CHILDHOOD DEVELOPMENTTHE GODDARD SCHOOL98003REVISIONS
SEAL
SIGNATURE
COPYRIGHT & OWNERSHIP OF DOCUMENTS
PROJECT TITLE
SHEET TITLE
SHEET NUMBER
6/16/21
R
1 PER TECHNICAL REVIEW COMMENTS
C3.1
SYMBOL LEGEND
UTILITY NOTES
CAUTIONARY NOTE
THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS DRAWING ARE
BASED ON ABOVE GROUND EVIDENCE OR INFORMATION GATHERED DURING THE FIELD
SURVEY PORTION OF THIS PROJECT. AS SUCH, THIS INFORMATION IS SPECULATIVE IN
NATURE ONLY AND SHOULD NOT BE CONSTRUED AS FACT. THERE MAY ALSO BE OTHER
EXISTING UNDERGROUND UTILITIES FOR WHICH NO ABOVE GROUND EVIDENCE WAS
OBSERVED. THE EXACT LOCATIONS OF THE UNDERGROUND UTILITIES SHALL BE VERIFIED BY
THE CONTRACTOR PRIOR TO THE START OF ANY AND ALL CONSTRUCTION.
THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY
INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEES THAT THE
UNDERGROUND UTILITIES COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN-SERVICE OR
ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND
UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH THE SURVEYOR DOES
CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION
AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES.
THE CONTRACTOR SHALL POTHOLE AND LOCATE THE EXISTING UNDERGROUND UTILITIES
PRIOR TO CONSTRUCTION AND RELOCATE AS NEEDED.
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED
ON ABOVE GROUND EVIDENCE ONLY, INCLUDING, BUT NOT LIMITED TO, MANHOLES, METERS,
VALVES, AND MARKS MADE BY OTHERS.
1.THERE SHALL BE NO UTILITIES RUN UNDER PLAYGROUND AREAS.
2.THE UTILITIES INDICATED ON THESE PLANS AND ON THE SURVEY MAY NOT BE A
COMPLETE INVENTORY OF ALL THE EXISTING UTILITIES PRESENT ON AND AROUND THE
SITE. THE LOCATION AND SIZE OF THESE UTILITIES MAY BE APPROXIMATE. THE
ENGINEER SHALL NOT BE HELD LIABLE FOR ANY INACCURATE UTILITY INFORMATION
INDICATED, IMPLIED, OR NOT INDICATED ON THESE PLANS.
3.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE AND ORDER ALL NEW
SERVICES, LOCATE AND MAINTAIN IN SERVICE ALL EXISTING UTILITIES ENCOUNTERED
DURING CONSTRUCTION UNLESS OTHERWISE INDICATED IN THE DRAWINGS. ANY PIPING,
WHICH CAN BE REMOVED DURING CONSTRUCTION WITHOUT UNDUE INTERRUPTION OF
SERVICE MAY BE REMOVED AND REPLACED BY THE CONTRACTOR, AT HIS EXPENSE WITH
THE PERMISSION OF THE OWNER.
4.BEFORE WORKING WITH OR AROUND EXISTING UTILITIES, THE APPLICABLE UTILITY
COMPANY SHALL BE CONTACTED BY THE CONTRACTOR.
5.WHEN CONNECTIONS ARE TO BE MADE TO EXISTING PIPING AND STRUCTURES OR WHERE
CONSTRUCTION IS IN THE VICINITY OF EXISTING PIPING, THE LOCATION AND ELEVATION
OF THE EXISTING PIPING SHALL BE FIELD VERIFIED. NOTIFICATION SHALL BE GIVEN TO
THE OWNER IF THE EXISTING PIPING IS FOUND TO BE DIFFERENT THAN THAT SHOWN ON
THE DRAWINGS.
6.FOR CLARITY OF THESE DRAWINGS, PIPES MAY NOT BE DRAWN TO SCALE OR EXACTLY
LOCATED.
7.NEW 6" WATER LINES SHALL BE DUCTILE IRON CONFORMING TO AWWA C151, CLASS 55.
NEW 2" WATER LINES SHALL BE SEAMLESS COPPER WATER TUBING THAT SATISFIES THE
REQUIREMENTS OF ASTM 1888.
8.ALL NEW WATER LINES SHALL HAVE A MINIMUM OF 54 INCHES OF COVER.
9.MINIMUM OF 18 INCHES OF VERTICAL CLEARANCE SHALL BE PROVIDED BETWEEN NEW
WATER AND SANITARY SEWER LINES. IF 18 INCHES OF CLEARANCE IS NOT PROVIDED
THEN THE SEWER MUST BE CONSTRUCTED OF WATER WORKS GRADE DUCTILE IRON PIPE
WITH MECHANICAL JOINTS OR PVC (SDR-26) PIPE WITH GASKETTED, COMPRESSION-TYPE
JOINTS WITHIN TEN FEET OF THE WATER LINE.
10.NEW 6" SANITARY LATERALS SHALL BE SDR-35, SCHEDULE 80 OR SCHEDULE 40 PVC PIPE
CONFORMING TO ASTM D2241, AND SHALL MEET THE DEFLECTION STANDARDS OF ASTM
D-3303.
11.ALL INLET COVER GRATES LOCATED IN PLAYGROUND AREA TO BE EXTERIOR GRADE
RIDGED PVC (NO CAST IRON).
12.CONTRACTOR TO PROVIDE SURFACE MOUNT EXTERIOR GRADE PHONE CABINET AND
PHONE. 48" MIN. TO 60" MAX. AFF. TO PROTRUDE 4" MAX. FROM FACE OF WALL. SEE
HOFFMAN ATC12124S TYPE 1 STEEL CABINET. PAINT TO MATCH ADJACENT WALL COLOR.
13.CONTRACTOR TO COORDINATE INTERNET SERVICE AND COAX INSTALL AND LOCATIONS
WITH OWNER AND GSI REPRESENTATIVE.
UTILITY STATEMENT
SCALE:
UTILITY PLAN16
1"=20'
SCALE:
PLAYGROUND DRAINGE DETAIL05
1.5"=1'SCALE:
PLAYGROUND DRAINAGE DETAIL09
1"=2'
UTILITY NOTE
PROVIDE A 6" DRAIN STUB IN
PLAYGROUND BEDDING FOR
CONNECTION BY PLAYGROUND
EQUIPMENT INSTALLER 2'-0" IN
FROM EACH BORDER IN LOW
CORNER (SEE DETAIL 05/C3.1)
PROVIDE A 6" DRAIN STUB IN
PLAYGROUND BEDDING FOR
CONNECTION BY PLAYGROUND
EQUIPMENT INSTALLER 2'-0" IN
FROM EACH BORDER IN LOW
CORNER (SEE DETAIL 09/C3.1)
PLAYGROUND DRAIN BY PLAY
EQUIPMENT INSTALLER
6" FIRE SPRINKLER SERVICE LINE
5'x7' DCVA VAULT
PROVIDE 4'' PVC VAULT DRAIN TO
ROCK SUMP PER LAKEHAVEN
WATER & SEWER STD DETAIL 19D
F.D.C.
CONTRACTOR TO CONNECT
DRAIN LINE TO 8" ROOF
DRAIN LINE OR TO THE
CATCH BASIN SOUTHEAST OF
THE BUILDING, WHICHEVER
IS CLOSER.
6" DRAIN LINE @ 1% MIN.
FIRE LINE CONNECTION
TO EX. WATER MAIN
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND
DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING
THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO
CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE @ 1-800-332-2344 AND THEN
POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO
PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS
SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE
SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT
BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO
PROCEEDING WITH CONSTRUCTION.
UTILITY CONFLICT NOTE
THE CIRCLED LOCATIONS ARE REQUIRED TO BE POTHOLED TO VERIFY
VERTICAL AND HORIZONTAL LOCATION OF EXISTING UTILITY AND/OR POTENTIAL
CONFLICTS WITH EXISTING UTILITIES. POTHOLING SHALL BE PERFORMED PRIOR
TO INSTALLING ANY PROPOSED UTILITIES. CONTRACTOR SHALL NOTIFY
BARGHAUSEN CONSULTING ENGINEERS, INC. OF ANY CONFLICTS.
UTILITY POTHOLING NOTE
ALL STORM SEWER LINES SHALL BE PVC SDR-35 UNLESS OTHERWISE NOTED.
SEWER PIPING LABELED DI SHALL BE CLASS 52 DUCTILE IRON PIPE. ALL
STORM DRAIN PIPES SHALL BE INSTALLED PER MANUFACTURER'S
SPECIFICATIONS AND CITY STANDARDS.
1.CONTRACTOR SHALL VERIFY SCOPE OF WORK FOR ALL WATER SERVICE
WITH THE CITY OF FEDERAL WAY PRIOR TO CONSTRUCTION.
2.WATER SERVICE PER CITY OF FEDERAL WAY STANDARDS.
UTILITY CROSSING NOTE
UTILITY MATERIALS NOTES
WATER NOTE
PLAYGROUND DRAIN BY PLAY
EQUIPMENT INSTALLER
PLAYGROUND DRAIN BY PLAY
EQUIPMENT INSTALLER
BB
PLAN VIEW
SECTION B-B
CONCRETE PAVEMENT
MEDIUM BROOM
FINISH
MEDIUM BROOM FINISHED WITH
CONCRETE CURING COMPOUND.
12" SUBGRADE COMPACTED TO
95% OF A STANDARD PROCTOR
6" NO. 53 COMPACTED STONE
7" CONCRETE PAVEMENT
6x6-W2.9xW2.9 WWF
COMPACTED SUB
GRADE
4" NO. 53
COMPACTED STONE
6x6-W1.4xW1.4xW.W.F.
BUILDING (SEE SITE PLAN)1" PREFORMEDJOINT FILLERTRANSVERSE JOINTTRANSVERSE JOINTSTRANSVERSE JOINTJOINT FILLER1" PREFORMEDTOOLED EDGE
5'-0" BETWEEN
40'-0" BETWEEN EXPANSION JOINTS (MAX.)4"3'-0" MIN.5'-0"
CENTER ON DOOR
5'-0" UNLESS NOTED OTHERWISE (U.N.O.)
1/2" FIBER MATERIAL
WITH SEALANT
6x6-W1.4xW1.4 WWF 1" DEEP SAWED OR
TOOLED JOINT
TOOLED CONTROL JOINT 1/2"
WIDE, MIN. 3/4" DEPTH 4" CONC.
SLAB W/ BROOM FINISH
6" TOPSOIL
4"
4" NO. 53
COMPACTED STONE
SITE DETAILS
C5.1 DATE
PROJECT NO.
DESCRIPTIONNUMBDATE
21706
04.01.2021
FEDERAL WAY, WA33310 1ST WAY S.FEDERAL WAY GODDARD SCHOOLFOR EARLY CHILDHOOD DEVELOPMENTTHE GODDARD SCHOOL98003REVISIONS
SEAL
SIGNATURE
COPYRIGHT & OWNERSHIP OF DOCUMENTS
PROJECT TITLE
SHEET TITLE
SHEET NUMBER
6/16/21
R
1 PER TECHNICAL REVIEW COMMENTS
03
SCALE:SCALE
20
SCALE:N.T.S.
11
SCALE:N.T.S.
COMBINED CURB & WALK DETAIL
TYPICAL SIDEWALK PAVEMENT SECTIONS
BOLLARD NOTES:
1.VERIFY LOCATION OF UNDERGROUND
UTILITIES BEFORE DRILLING FOR
CONCRETE FOUNDATION.
2.PIPE BOLLARDS LOCATED AT TRASH
ENCLOSURE ALONG PLAYGROUND
AND TO PROTECT ELECTRICAL
TRANSFORMERS WHEN REQUIRED.
3.REFER TO PRODUCT SPECS: S-10 BY
TRAFFIC GUARD SPECIALTY
PRODUCTS, INC.3'-6"'D'3'-014"ELEVATION
Ø55 8"
PLAN VIEW
CONCRETE
FOUNDATION 3,000 PSI
WITH #5 (05
8 ') GRADE 60
REBAR
S-10 TRAFFIC GUARD
SPECIALTY PRODCUTS,
INC.
GROUND LINE, ADEQUATELY
COVER FOUNDATION
4'-0" (max.)
RE:SITE PLAN
4'-0" (max.)
RE:SITE PLAN
PLAY AREA TURF
6'-0" TALL FENCE
SEGMENT
CORNER POST PER FENCE
MANUFACTURER, SET
BELOW FROST LINE
4'-0" TALL FENCE
SEGMENT
FENCE NOTES:
IT IS IMPORTANT THAT FENCES BE
DESIGNED SO THAT THERE ARE
NO SPACES BETWEEN PICKETS
WHICH ARE BETWEEN 1-3/4"
MINIMUM AND 3-1/2" MAXIMUM TO
PREVENT CHILDREN'S HEADS
FROM BEING ENTRAPPED.
CHANGEABLE COPY
TWO LINES OF 4"
SILVER LEAF
FINIAL
8'-0"6'-158"3'-0"WHITE SHELF
4x4 ALUMINUM
BLUE PANEL
CARVED SILVER
LETTERS, BORDER &
LOGO
WHITE VINYL
PHONE NUMBER
4" CHANGEABLE
COPY
NOTE:
IF A MONUMENT BASE IS REQUIRED, IT WILL BE
THE RESPONSIBILITY OF THE G.C. TO CONSTRUCT
AND PAY FOR IT.
SIGNAGE FOR DIAGRAMMATIC PURPOSES ONLY.
SIGNAGE WILL BE APPLIED FOR UNDER SEPARATE
SIGNAGE PERMIT SUBMITTAL APPLICATION.
12" CONCRETE
FOOTING
(GODDARD TO SUPPLY AND ARRANGE INSTALLATION)6'-0" PER PLAN4'-0" YARD INT. & EXT. PER PLAN2" MAX.1" MIN.3"4'-2"@ YARD
TYP. FENCE
T.O. FINISH
MATERIAL
SUPPLY 180 DEGREE
HINGES
7'-1112"5'-812" OR 45-1/4"6'-0" OR 48-3/4"3'-0"3" TYPICAL 512"2" NOM.1-1/2" x 1-7/16" STL.
RIBBED CHANNEL RAIL
2-1/2" SQ. STL. POST
3/4" SQ. STL. PICKET
1-1/2" STL. CHANNEL
COLOR: BLACK
PRE-FINISHED FENCE
TYP. GATE
NOTE: FENCE - 'AMERISTAR' MONTAGE
RESIDENTIAL MAJESTIC, SPEC.
NOTE: ALL PERIMETER
FENCES TO BE 6'-0"
HIGH, ALL INTERNAL
SEPARATOR FENCES
TO BE 4'-0" HIGH.4'-0"12"-36"8'-0"
NOTE:
TEMPORARY PROJECT SIGN
IS THE RESPONSIBILITY OF
THE G.C., AND MUST GO UP
WITHIN 15 DAYS OF BREAKING
GROUND.
(SIGN 'A') TEMPORARY
PROJECT SIGN SIGN SEE
APPENDIX 'C' IN
SPECIFICATIONS
(SIGN 'B') TEMPORARY
PROJECT SIGN SIGN SEE
APPENDIX 'C' IN
SPECIFICATIONS 1'-0"2'-6"3'-6"HANDRAIL ACCESSIBILITY NOTES:
1.FOR ACCESSIBILITY, PLEASE REFERENCE ADA 36 CFR 1191 FINAL RULE: PLAY AREAS 15.6. MAIN
ENTRANCE PATHWAYS SHOULD BE 72 INCHES TO 96 INCEHS WIDE. ALL PATHWAYS MUST PROVIDE
ADEQUATE CLEARANCES AS PRESCRIBED BY THE UFAS AND ADA STANDARDS. PATHWAY SLOPES
SHOULD BE NO GREATER THAN 1:20 UNLESS THEY ARE PROVIDED WITH A HANDRAIL. (MORE THAN
1:20 IS CONSIDERED A RAMP.) CROSS SLOPES WILL BE LIMITED TO 1:50.
2.PLATFORMS, STAIRS, HANDRAILS ON STAIRS, GUARDRAILS, AND PROTECTIVE BARRIERS ON
PLATFORMS MUST BE DESIGNED IN COMPLIANCE WITH REQUIREMENTS CON}TAINED IN THE LATEST
EDITION OF THE HANDBOOK FOR PUBLIC PLAYGROUND SAFETY , CONSUMER PRODUCT SAFETY
COMMISSION (CPSC). THE HEIGHT OF PLAT}FORMS AND THE AGE GROUP USING THE PLATFORM
WILL DETERMINE WHEN A GUARD}RAIL OR PROTECTIVE BARRIER IS REQUIRED. GUARDRAILS MAY
BE USED IN PLATFORMS AT LOWER HEIGHTS, WHILE PROTECTIVE BARRIERS MUST BE PROVIDED
ON HIGHER PLATFORMS.
3.HANDRAILS MUST BE PROVIDED TO ACCOMMODATE THE INTENDED AGE GROUP ON ALL STAIRS
(INCLUDING ADULTS). FOR CHILDREN, HEIGHTS WILL RANGE BETWEEN 20 INCHES ABOVE THE
LEADING EDGE OF THE TREAD AND 36 INCHES. IN CERTAIN INSTANCES, IT MAY BE NECESSARY TO
HAVE TWO RAILINGS MOUNTED AT DIFFERING HEIGHTS.
4.GUARDRAILS MUST BE PROVIDED FOR INFANTS AND TODDLERS ON ALL PLATFORMS GREATER
THAN 11-13/16 INCHES ABOVE ADJACENT SURFACES. GUARDRAILS MUST BE PROVIDED FOR
PRE-SCHOOL-AGE CHILDREN ON ALL PLATFORMS GREATER THAN
12 (MAX.)
1
MAXIMUM CLEANOUT SPACING TO BE NO MORE THAN 100 FEET.
3'-0" MAX.
6"6"HEAVY DUTY
LAMPHOLE CASTING W/
SOLID LID, NEENAH
R-1974 OR EQUAL
CONCRETE COLLAR
COMPACTED
SOIL BACKFILL
#8 COMPACTED
STONE
FLEXIBLE
PIPE
SLEEVE
FINISH FLOOR
WYE 45 D. BEND
#4 CONTINUOUS HORIZONTAL @ 12" O.C.1'-0"2'-0"2'-0"
PROVIDE 3" CLEARANCE
ON ALL SIDES, TYP.2'-9" MAXRETAIN HEIGHTFOOTING REINFORCED W/ #5 @ 12" O.C.
CONTINUOUS AND #5 TRANSVERSE
BARS @ 16" O.C.
EXISTING SLAB ON GRADE
TO REMAIN, TYP.
RETAINING WALL NOTES:
1. PROVIDE 2FTx2FT CORNER BARS FOR ALL HORIZONTAL
WALL REINFORCING AT ALL CORNERS AND INTERSECTIONS
UNLESS SHOWN OR NOTED OTHERWISE. BARS TO BE THE
SAME SIZE AND SPACING AS HORIZONTAL REINFORCING.
2. ALL BENT REBAR (90 DEGREES) TO HAVE A RADIUS OF 4 BAR
DIAMETERS AND A HOOK LENGTH OF 12 BAR DIAMETERS.
(2) #4 BARS AT TOP OF WALL
4"4"6"#4 @ 16" O.C. VERTICAL
PROVIDE 3/4 CHAMFER ON
EXPOSED CONCRETE EDGE
PROVIDE 3/4" minus STRUCTURAL FILL
COMPACTED TO 95% MODIFIED PROCTOR
1-1/4" SCHEDULE 40 PIPE GUARD RAIL. G.C. TO
PROVIDE SHOP DRAWINGS FOR ENGINEERING
APPROVAL PRIOR TO CONSTRUCTION
G.C. SHALL CORE DRILL AND INSTALL PIPE RAILING; EMBED 6"
MIN INTO CONCRETE. PROVIDE NON-SHRINK GROUT FOR
PROPER INSTALLATION OF HANDRAIL.
HARDSCAPE FINISHES PER PLAN 42" MINEXTEND VERTICAL BARS INTO
FOOTING W/ A STANDARD BEND
AND 12" LEG, TYP.
SITE DETAILS
C5.2
SCALE:
MONUMENT SIGNAGE DETAIL05
1/4" = 1'-0"
SCALE:
TEMPORARY SIGN (TYPE 2)06
1/4" = 1'-0"
SCALE:
TYPICAL FENCE DETAIL16
1/2" = 1'-0"
SCALE:
SHAFT FOOTING BOLLARD (DISTANCE > 4'-0")10
1/2" = 1'-0"
SCALE:
RETAINING WALL DETAIL11
1/2" = 1'-0"
SCALE:
FENCE TRANSITION DETAIL20
N.T.S.
SCALE:
HANDRAIL DETAIL19
3/4" = 1'-0" DATE
PROJECT NO.
DESCRIPTIONNUMBDATE
21706
04.01.2021
FEDERAL WAY, WA33310 1ST WAY S.FEDERAL WAY GODDARD SCHOOLFOR EARLY CHILDHOOD DEVELOPMENTTHE GODDARD SCHOOL98003REVISIONS
SEAL
SIGNATURE
COPYRIGHT & OWNERSHIP OF DOCUMENTS
PROJECT TITLE
SHEET TITLE
SHEET NUMBER
6/16/21
R
1 PER TECHNICAL REVIEW COMMENTS
SCALE:
TYP. CLEANOUT DETAIL18
N.T.S.
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXNO PARKING - FIRE LANENO PARKING - FIRE LANENO PARKING - FIRE LANERt
Rt
Rt
Rt
Rt
Rt
AK
AKAKAK
AK
AK
AK
AK
AK
HC
HC
HC
HC
HC
HC
HCHC
Pm
Pm
Pm
Am
Am
Am
Am
Am
Pa
Pa
Pa
PaPa
PaPa
PaPa
PaPa
Pa
PaPa
Pa Pa
PaPa
Pa
Pa
Pa
Pa
Pa P
P
P
PP
P
P
PP
P
P
PCo
Co
Co
Co
Co Co DATE
PROJECT NO.
DESCRIPTIONNUMBDATE
21706
06.14.2021
FEDERAL WAY, WA33310 1ST WAY S.FEDERAL WAY GODDARD SCHOOLFOR EARLY CHILDHOOD DEVELOPMENTTHE GODDARD SCHOOL98003REVISIONS
SEAL
SIGNATURE
COPYRIGHT & OWNERSHIP OF DOCUMENTS
PROJECT TITLE
SHEET TITLE
SHEET NUMBER
06.14.2021
R
1 PER CITY COMMENT
SCALE: 1"=10'
CONTRACTOR IS RESPONSIBLE FOR MODIFYING EXISTING
IRRIGATION SYSTEM AS NECESSARY. THIS INCLUDES ANY
NECESSARY DESIGN AND PERMITTING.
IRRIGATION NOTE
1
TURFGRASS LAWN, SOD OR HYDROSEED 7,070 SF
SOD OR HYDROSEED. COUNTRY GREEN PREMIUM SOD MIX O.A.E..
TREES BOTANICAL / COMMON NAME CONT.SIZE
GLEDITSIA TRIACANTHOS INERMIS 'SKYCOLE' TM / SKYLINE HONEY LOCUST B & B 2" CAL. MIN.
NURSERY GROWN FOR STREET TREE USE, BRANCHING AT 5. FULL TOP
GROWTH. STAKE AND GUY ONE GROWING SEASON.
SHRUBS BOTANICAL / COMMON NAME CONT.WATER USE
AZALEA X `HINO CRIMSON` / HINO CRIMSON KURUME AZALEA 12" MIN. HT.
FULL AND MATCHING. REMOVE ALL WEEDS FROM NURSERY CONTAINERS
BEFORE PLANTING.
CHAMAECYPARIS OBTUSA `GRACILIS` / SLENDER HINOKI FALSE CYPRESS 24" MIN. HT.
FULL AND MATCHING. REMOVE ALL WEEDS FROM NURSERY CONTAINERS
BEFORE PLANTING.
PINUS MUGO `PUMILIO` / MUGO PINE 12" MIN. HT.
FULL AND MATCHING. REMOVE ALL WEEDS FROM NURSERY CONTAINERS
BEFORE PLANTING.
RHODODENDRON X `ANAH KRUSCHKE` / ANAH KRUSCHKE RHODODENDRON 18" MIN. HT.
FULL AND MATCHING. REMOVE ALL WEEDS FROM NURSERY CONTAINERS
BEFORE PLANTING.
RHUS TYPHINA `BAILTIGER` TM / TIGER EYES STAGHORN SUMAC 24" MIN. HT.
FULL AND MATCHING. REMOVE ALL WEEDS FROM NURSERY CONTAINERS
BEFORE PLANTING.
FERNS, PERENNIALS & GRASSES BOTANICAL / COMMON NAME CONT.WATER USE
ACANTHUS MOLLIS / BEAR`S BREECH 12" MIN. HT.
FULL AND MATCHING. REMOVE ALL WEEDS FROM NURSERY CONTAINERS
BEFORE PLANTING.
PENNISETUM ALOPECUROIDES `HAMELN` / HAMELN FOUNTAIN GRASS 12" MIN. HT.
FULL AND MATCHING. REMOVE ALL WEEDS FROM NURSERY CONTAINERS
BEFORE PLANTING.
POLYSTICHUM MUNITUM / WESTERN SWORD FERN 12" MIN. HT.
FULL AND MATCHING. REMOVE ALL WEEDS FROM NURSERY CONTAINERS
BEFORE PLANTING.
GROUND COVERS BOTANICAL / COMMON NAME CONT.WATER USE SPACING
PACHYSANDRA TERMINALIS `GREEN SHEEN` / GREEN SHEEN JAPANESE SPURGE 1 GAL.24" o.c.
REMOVE ALL WEEDS FROM NURSERY CONTAINERS BEFORE PLANTING.
HC
Co
Pm
AK
Rt
Am
Pa
P
PLANT SCHEDULE
DATE
PROJECT NO.
DESCRIPTIONNUMBDATE
21706
06.14.2021
FEDERAL WAY, WA33310 1ST WAY S.FEDERAL WAY GODDARD SCHOOLFOR EARLY CHILDHOOD DEVELOPMENTTHE GODDARD SCHOOL98003REVISIONS
SEAL
SIGNATURE
COPYRIGHT & OWNERSHIP OF DOCUMENTS
PROJECT TITLE
SHEET TITLE
SHEET NUMBER
06.14.2021
R
1 PER CITY COMMENT
FURNISH ALL MATERIALS, LABOR, EQUIPMENT AND RELATED ITEMS NECESSARY TO ACCOMPLISH TOPSOIL,
TREATMENT AND PREPARATION OF SOIL, FINISH GRADING, PLACEMENT OF SPECIFIED PLANT MATERIALS,
FERTILIZER, STAKING, MULCH, CLEAN-UP, DEBRIS REMOVAL, AND 90-DAY MAINTENANCE.
QUALIFICATIONS:
LANDSCAPE CONTRACTOR TO BE SKILLED AND KNOWLEDGEABLE IN THE FIELD OF WORK AND HAVE A
MINIMUM OF FIVE (5) YEAR'S EXPERIENCE INSTALLING SIMILAR WORK. CONTRACTOR TO BE LICENSED TO
PERFORM THE WORK SPECIFIED WITHIN THE PRESIDING JURISDICTION.
JOB CONDITIONS:
IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW THE SITE AND REPORT ANY DISCREPANCIES TO THE
OWNER OR THE OWNER'S REPRESENTATIVES. ALL PLANT MATERIAL AND FINISH GRADES ARE SUBJECT TO
APPROVAL BY THE OWNER.
PROTECTION:
SAVE AND PROTECT ALL EXISTING PLANTINGS SHOWN TO REMAIN. DO NOT PLANT UNTIL OTHER
CONSTRUCTION OPERATIONS WHICH CONFLICT HAVE BEEN COMPLETED. IF AN IRRIGATION SYSTEM IS TO
BE INSTALLED DO NOT PLANT UNTIL THE SYSTEM HAS BEEN INSTALLED, TESTED, AND APPROVED BY THE
OWNER. HANDLE PLANTS WITH CARE - DO NOT DAMAGE OR BREAK ROOT SYSTEM, BARK, OR BRANCHES.
REPAIR AND/OR REPLACE ITEMS DAMAGED AS A RESULT OF WORK, OR WORK NOT IN COMPLIANCE WITH
PLANS AND SPECIFICATIONS, AS DIRECTED BY OWNER AT NO ADDITIONAL COST TO THE OWNER.
REPAIR OF EXISTING PLANTINGS:
DURING THE COURSE OF WORK, REPAIR ALL EXISTING PLANTING AREAS BY PRUNING DEAD
GROWTH, RE-ESTABLISHING FINISH GRADE AND RE-MULCHING TO SPECIFIED DEPTH.
REPAIR OF IRRIGATION SYSTEM:
DURING THE COURSE OF WORK, REPAIR ANY DAMAGE TO THE IRRIGATION SYSTEM TO MATCH CONDITIONS
PRIOR TO THE DAMAGE.
GUARANTEE:
GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE OF THE
JOB BY OWNER.
60-DAY MAINTENANCE:
CONTRACTOR TO PROVIDE OWNER WITH A SCOPE OF WORK AT TIME OF INITIAL PROJECT BID TO PROVIDE
LANDSCAPE AND IRRIGATION MAINTENANCE FOR 60 DAYS FOLLOWING STORE OPENING. WORK TO
INCLUDE MAINTENANCE AS DESCRIBED BELOW, IN PLANTING AND IRRIGATION MAINTENANCE.
SUBMITTALS:
SUBMIT FIVE (5) COPIES THE FOLLOWING TO THE LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL
PRIOR TO THE START OF ANY WORK:
A) DOCUMENTATION THAT ALL PLANT MATERIAL HAS BEEN ORDERED.
B) TOPSOIL ANALYSIS AND RECOMMENDED AMENDMENTS.
C) TREE STAKING AND GUYING MATERIALS.
D) ONE (1) QUART SIZE OF TOPSOIL AND MULCH.
E) PLANTING SCHEDULE INCLUDING DATES AND TIMES.
F) MAINTENANCE INSTRUCTIONS FOR ONE (1) FULL YEAR.
MATERIALS:
PLANT MATERIALS:
PLANT MATERIALS TO BE GRADE NO. 1, SIZED IN ACCORDANCE WITH (AAN) AMERICAN
STANDARDS FOR NURSERY STOCK (ANSI Z60.1-2004). PRUNE PLANTS RECEIVED FROM THE
NURSERY ONLY UPON AUTHORIZATION BY THE LANDSCAPE ARCHITECT. "B & B" INDICATES
BALLED AND BURLAPPED; "CONT." INDICATES CONTAINER; "BR" INDICATES BARE ROOT; "CAL"
INDICATES CALIPER AT 6" ABOVE SOIL LINE; "GAL" INDICATES GALLON.
A) SPECIFIED PLANT CANOPY SIZE OR CALIPER IS THE MINIMUM ACCEPTABLE CONTAINER
OR BALL SIZE AND ESTABLISHES MINIMUM PLANT CONDITION TO BE PROVIDED.
B) QUALITY:
PLANT MATERIAL TO COMPLY WITH STATE AND FEDERAL LAWS FOR DISEASE
INSPECTION, PLANTS TO BE FULLY LIVE, VIGOROUS, WELL FORMED, WITH WELL
DEVELOPED FIBROUS ROOT SYSTEMS. ROOT BALLS OF PLANTS TO BE SOLID
AND FIRMLY HELD TOGETHER, SECURELY CONTAINED AND PROTECTED FROM INJURY
AND DESICCATION. PLANTS DETERMINED BY LANDSCAPE ARCHITECT TO HAVE BEEN
DAMAGED; HAVE DEFORMITIES OF STEM, BRANCHES, OR ROOTS; LACK SYMMETRY,
HAVE MULTIPLE LEADERS OR "Y" CROTCHES LESS THAN 30 DEGREES IN TREES, OR
DO NOT MEET SIZE OR ANSI STANDARDS WILL BE REJECTED. PLANT MATERIAL TO BE
FROM A SINGLE NURSERY SOURCE FOR EACH SPECIFIED SPECIES/HYBRID. NURSERY
SOURCES TO BE THOSE LOCATED IN THE SAME REGION AS THE JOB SITE.
C) SUBSTITUTION:
NO SUBSTITUTION OF PLANT MATERIAL, SPECIES OR VARIETY, WILL BE PERMITTED
UNLESS WRITTEN EVIDENCE IS SUBMITTED TO THE OWNER FROM TWO QUALIFIED PLANT
BROKERAGE OFFICES. SUBSTITUTIONS WHICH ARE PERMITTED TO BE IN WRITING
FROM THE OWNER AND LANDSCAPE ARCHITECT. THE SPECIFIED SIZE, SPECIES AND
NEAREST VARIETY, AS APPROVED, TO BE FURNISHED. SUBSTITUTIONS MAY REQUIRE
SUBMITTAL TO REVISED LANDSCAPE PLAN TO CITY FOR APPROVAL.
D) LABEL AT LEAST ONE (1) TREE, SHRUB, AND GROUNDCOVER OF EACH VARIETY WITH A
SECURELY ATTACHED WATERPROOF TAG BEARING LEGIBLE DESIGNATION OF BOTANICAL
AND COMMON NAMES.
E) DELIVER PLANT MATERIAL AFTER PREPARATION OF PLANTING AREAS HAVE BEEN
COMPLETED AND PLANT IMMEDIATELY. IF PLANTING IS DELAYED MORE THAN SIX (6)
HOURS AFTER DELIVERY, SET MATERIAL IN SHADE, PROTECT FOR WEATHER AND
MECHANICAL DAMAGE, AND KEEP ROOT BALLS MOIST BY COVERING WITH MULCH, BURLAP
OR OTHER ACCEPTABLE MEANS OF RETAINING MOISTURE.
SOIL PREPARATION:
TOPSOIL, AMENDMENT, AND BACKFILL, ARE GENERAL REQUIREMENTS FOR ALL LANDSCAPE AREAS,
UNLESS NOTED OTHERWISE ON THE PLANS. SOIL AMENDMENTS AND FERTILIZER NOTED BELOW ARE TO
BE USED FOR BID PRICE BASIS ONLY. SPECIFIC AMENDMENTS AND FERTILIZERS WILL BE MADE AFTER SOIL
SAMPLES ARE LABORATORY TESTED BY THE CONTRACTOR. PROVIDE CHANGE ORDER FOR ADDITIONAL
OR REDUCTION OF MATERIALS REQUIRED OR NOT REQUIRED BY THE SOILS REPORT.
SOIL FERTILITY AND AGRICULTURAL SUITABILITY ANALYSIS:
AFTER ROUGH GRADING AND PRIOR TO SOIL PREPARATION, CONTRACTOR TO OBTAIN TWO
REPRESENTATIVE SOIL SAMPLES, FROM LOCATIONS AS DIRECTED BY THE LANDSCAPE ARCHITECT, TO AN
ACCREDITED SOIL TESTING LABORATORY FOR TESTING. SUBMIT RESULTS TO LANDSCAPE ARCHITECT FOR
REVIEW. TESTS TO INCLUDE FERTILITY AND SUITABILITY ANALYSIS WITH WRITTEN RECOMMENDATIONS
FOR SOIL AMENDMENT, FERTILIZER, CONDITIONERS, APPLICATION RATES, AND POST-CONSTRUCTION
MAINTENANCE PROGRAM. TESTS TO BE CONTRACTED WITH AND PAID FOR BY THE CONTRACTOR.
A) TOPSOIL:
CONTRACTOR IS RESPONSIBLE FOR SUPPLYING ALL TOPSOIL AND FOR DETERMINING
THE VOLUME OF TOPSOIL REQUIRED PER THE INFORMATION ON PLANS AND NOTED
HERE-IN. CONTRACTOR IS RESPONSIBLE FOR ANY NECESSARY WEED CONTROL
RESULTING FROM CONTAMINATED OFF SITE SOURCES.
B) TOPSOIL TO CONSIST OF WINTER MIX AS PRODUCED AND REMIXED BY PACIFIC
TOPSOILS, INC. WINTER MIX TO CONSIST OF 1/3 BY VOLUME SANDY LOAM, 1/3 BY
VOLUME COMPOSTED GARDEN MULCH, AND 1/3 BY VOLUME COARSE WASHED SAND OR
EQUIVALENT. AT MINIMUM, TOPSOIL PRODUCTS BROUGHT ON SITE TO CONTAIN
AMENDMENTS AS LISTED IN "C".
C) TOPSOIL TO INCLUDE THE FOLLOWING AMENDMENTS AS NECESSARY:
THE FOLLOWING AMOUNT PER 1,000 SQUARE FEET:
1. 6-CUBIC YARDS ORGANIC COMPOST. COMPOST TO BE FREE OR NON-FARM
ANIMAL SOURCES, NOR TO BE FROM SOURCES CONTAINING REDWOOD OF CEDAR
PRODUCTS.
2. 30-POUNDS NITROFORM (38-0-0)
3. 5-POUNDS AMMONIUM SULFATE
4. 40-POUNDS CALCIUM CARBONATE LIMESTONE
5. 40-POUNDS DOLOMITE LIMESTONE
6. 5-OUNES BORON (AS BORAX)
ALL AMENDMENTS TO BE THOROUGHLY MIXED PRIOR TO INCORPORATION INTO TOPSOIL.
D) PLANTING BACKFILL FOR ALL TREES, SHRUBS, AND GROUNDCOVERS:
1. 0.6-CUBIC YARDS PER VOLUME TOPSOIL
2. 0.4-CUBIC YARDS ORGANIC COMPOST.
3. 3-POUNDS NITROFORM (38-0-0)
4. 1-POUNDS AMMONIUM SULFATE
5. 2-POUNDS CALCIUM CARBONATE LIMESTONE
6. 2-POUNDS DOLOMITE LIMESTONE
E) TOPSOIL PREPARATION AND INSTALLATION:
1.VERIFY SUBGRADES TO -5 INCHES IN SOD OR SEED LAWN AREAS AND -8 INCHES IN LANDSCAPE AREAS, OR
AS INDICATED ON THE PLANS. THIS ACCOMMODATES 4 INCHES OF IMPORTED TOPSOIL IN LAWN AREAS AND
6 INCHES OF IMPORTED TOPSOIL AND 2 INCHES OF MULCH IN LANDSCAPE AREAS.
2.ERADICATE ANY SURFACE VEGETATION ROOTED IN THE SUB-GRADE PRIOR TO SUB-GRADE PREPARATION.
3.THOROUGHLY SCARIFY AND RIP ALL LANDSCAPE SUB-GRADES WHICH HAVE BECOME COMPACTED TO A
DEPTH OF 12 INCHES WITH MULTIPLE PASSES, 90 DEGREES TO EACH OTHER. SCARIFY AREAS
INACCESSIBLE TO MECHANIZED EQUIPMENT AND AROUND EXISTING PLANTINGS NOTED TO REMAIN WITH
HAND TOOLS.
4.REMOVE SOIL LUMPS, ROCK, VEGETATION AND/OR DEBRIS LARGER THAN 2 INCHES FROM ALL
SUB-GRADEPRIOR TO PLACEMENT OF SPECIFIED TOPSOIL.
5.REMOVE ANY ASPHALT EXTENDING BEYOND 6 INCHES FROM CURBS INTO ADJACENT LANDSCAPE AREAS.
F) TOPSOIL PLACEMENT:
1.PROVIDE A TOTAL FINISH COURSE OF 4 INCHES OF TOPSOIL FOR LANDSCAPE AREAS.
2.IN ALL LANDSCAPE AREAS, PLACE 2 INCHES OF TOPSOIL MIX WITH AMENDMENTS OVER THE PREPARED
SUB-GRADE AND THOROUGHLY ROTOTILL WITH MULTIPLE PASSES INTO THE TOP 6 INCHES OF SUB-GRADE
FOR A TOTAL DEPTH OF 8 INCHES IN LANDSCAPE AREAS.
3.PLACE AN ADDITIONAL 2 INCH LIFT OF TOPSOIL, IN ALL LANDSCAPE AREAS, FOR THE FINAL TOPSOIL DEPTH
OF 4 INCHES IN LANDSCAPE AREAS.
4.PLACE ADDITIONAL TOPSOIL AND SOIL MIX AS REQUIRED TO MEET FINISH ELEVATIONS.
ORGANIC MULCH (TOPDRESSING):
ONE-HALF-INCH (1/2") SIZE, TO ONE-QUARTER (1/4"), HEMLOCK/FIR BARK. FINE TEXTURED AND DARK BROWN IN
COLOR.
STAKES:
2-INCH DIAMETER BY 8-FOOT MINIMUM LODGEPOLE PINE STAKES.
GUY MATERIAL:
1-INCH WIDE POLYETHYLENE CHAIN LOCK TYPE TIES; OR, 3/8" DIAMETER RUBBER. NO WIRE.
LAWN:
COMMERCIAL SEED.
HERBICIDE:
HERBICIDE IS NOT RECOMMENDED FOR THE FIRST YEAR AFTER INSTALLATION.
ANTI-DESICCANT:
"WILT-PROOF," 48 HOURS PRIOR TO SHIPMENT TO SITE FROM JUNE 1 THROUGH SEPTEMBER.
THOROUGHLY ROOT WATER PLANTS PRIOR TO DELIVERY. PLANT MATERIAL DELIVERED TO SITE
TO BE KEPT CONTINUALLY MOIST THROUGH INSTALLATION.
EXECUTION:
CONTAMINANTS:
VERIFY THAT ALL SOIL CONTAMINANTS (E.G., PAINT, SEALANTS, SOLVENTS, OILS, GREASES, CONCRETE/ASPHALT
SPOILS, ETC.) HAVE BEEN SATISFACTORY REMOVED FROM ALL PLANTING AREAS. DO NOT BEGIN WORK UNTIL
UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED.
FINISH GRADES:
FINE GRADE AND REMOVE ROCKS, DEBRIS, AND FOREIGN OBJECTS OVER 2 INCHES DIAMETER FROM TOP
SURFACE OF PREPARED LANDSCAPE AREAS. FINISH ELEVATIONS TO BE DEFINED AS 3 INCHES BELOW CURBS,
WALKS AND/OR OTHER ADJACENT HARDSCAPE FOR ALL PLANTING BED AREAS AND 1-INCH BELOW CURBS,
WALKS AND/OR OTHER ADJACENT HARDSCAPE FOR ALL LAWN AREAS. FINISH GRADE REFER TO GRADES PRIOR
TO INSTALLATION OF MULCH OR LAWN. ALL FINISH GRADES TO BE SMOOTH EVEN GRADES, LIGHTLY
COMPACTED, AS SHOWN ON THE PLAN AND DETAILED. PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDINGS
AND STRUCTURES. SITE CIVIL DRAWINGS IDENTIFY FINAL ELEVATIONS. MOISTEN PREPARED AREAS BEFORE
PLANTING IF SOIL IS DRY. WATER THOROUGHLY AND ALLOW SURFACE TO DRY BEFORE PLANTING. DO NOT
CREATE MUDDY SOIL.
TREES AND SHRUBS:
ARRANGE TREES AND SHRUBS ON SITE IN PROPOSED LOCATIONS PER DRAWINGS. EXCAVATE PIT, PLANT AND
STAKE OR GUY, AS CALLED OUT AND DETAILED. ALL TREES, SHRUBS, AND SUPPORTS TO STAND VERTICAL.
BACKFILL SHALL BE PIT SPOILS. SETTLE BACKFILL USING WATER ONLY. NO MECHANICAL COMPACTION.
GROUNDCOVERS:
EXCAVATE PITS TO A MINIMUM OF 3 INCHES BELOW, AND TWICE THE ROOT BALL
DIAMETER. WATER THOROUGHLY AND TAKE CARE TO ENSURE THAT ROOT CROWN IS AT
PROPER GRADE, AS DETAILED.
MULCH:
MULCH ALL LANDSCAPE AREAS NOT COVERED BY LAWN AND/OR SEED. APPLY SUFFICIENT QUANTITY TO
PROVIDE A 2-INCH DEPTH.
UTILITY CLEARANCES:
FIELD ADJUST PLANT LOCATIONS FOR 8-FOOT SEPARATION OF TREES/SHRUBS AND 2-FOOT
SEPARATION FOR GROUNDCOVER FROM FIRE HYDRANTS AND UTILITY VAULTS.
CLEANUP AND PROTECTION:
DURING LANDSCAPE WORK, KEEP ALL PAVEMENT CLEAN AND WORK AREAS IN AN ORDERLY CONDITION.
PROTECT LANDSCAPE WORK AND MATERIALS FROM DAMAGE DUE TO LANDSCAPE OPERATIONS AND
TRESPASSERS. MAINTAIN PROTECTION DURING INSTALLATION AND MAINTENANCE PERIOD. TREAT, REPAIR, OR
REPLACE DAMAGE LANDSCAPE WORK AS DIRECTED BY THE OWNER.
PLANTING MAINTENANCE:
PROVIDE FULL MAINTENANCE BY SKILLED EMPLOYEES OF LANDSCAPE INSTALLERS. CONTRACTOR TO MAINTAIN
PLANTINGS THROUGH COMPLETED INSTALLATION, AND UNTIL ACCEPTANCE OF LANDSCAPE INSTALLATION.
PLANTING MAINTENANCE TO INCLUDE WATERING, WEEDING, CULTIVATING, TIGHTENING AND REPAIRING OF TREE
GUYS, RESETTING PLANTS TO PROPER GRADES OR POSITION, RE-ESTABLISHING SETTLED GRADES; AND
MOWING LAWNS WEEKLY AFTER LAWN ESTABLISHMENT. HERBICIDE IS NOT RECOMMENDED FOR ONE YEAR
FOLLOWING LANDSCAPE INSTALLATION. INCLUDED IS REPLACEMENT OF DEAD PLANTS AND PLANTS SHOWING
LOSS OF 40 PERCENT OR MORE OF CANOPY.
IRRIGATION MAINTENANCE:
THE IRRIGATION SYSTEM TO BE MAINTAINED INCLUDING ADJUSTMENTS FOR BALANCED WATER DISTRIBUTION
AND PRECIPITATION. FAILED OR MALFUNCTIONING IRRIGATION EQUIPMENT SHALL BE REPLACED AND/OR
CORRECTED. PLANTING AND IRRIGATION MAINTENANCE TO INCLUDE THOSE OPERATIONS NECESSARY TO THE
PROPER GROWTH AND SURVIVAL OF ALL PLANT MATERIALS. CONTRACTOR TO PROVIDE THIS WORK IN ADDITION
TO SPECIFIC WARRANTY/GUARANTEES.
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