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Public Utility PlanDRAWING NO.:2400 E. Riverwalk DriveBoise, Idaho 83706www.lkvarchitects.com208.336.3443DATE:LKV PROJECT #:1930DRAWN BY:CHECKED BY:BLUE VALLEY ELEMENTARY SCHOOL WEST ADA SCHOOL DISTRICT W. AMERICAN FORK DR. Revisions # Description Date TLG PN: 11919003/31/2020GW/SCDDCZCFile Location:g:\2019\119190\cad\_cd\119190 cd c000 cover.dwgLast Plotted By:david duperaultDate Plotted:Tuesday, March 31 2020 at 04:20 PM C0.00CoverContact Information:Dig Line, Inc.Call Before You Dig!811Owner Information:LKV ARCHITECTS2400 RIVERWALK DRIVEBOISE, ID 83706CONTACT: AMBER VAN OCKERPHONE: 208.336.3443EMAIL:TOBY@LKVARCHITECTS.COMProject Architect:THE LAND GROUP, INC.462 E. SHORE DRIVE SUITE 100EAGLE, IDAHO 83616PHONE: 208.939.4041LANDSCAPE ARCHITECT: DOUG RUSSELLEMAIL: DOUG@THELANDGROUPINC.COMCIVIL ENGINEER: GABE WELZEMAIL: GABE@THELANDGROUPINC.COMPROJECT MANAGER: SEAN CONNEREMAIL:SEAN@THELANDGROUPINC.COMProject Landscape Architect/Engineer:Grading & Drainage Notes:1.GENERAL NOTES ARE MADE A PART OF THE GRADING & DRAINAGE NOTES BY THISREFERENCE. ALL CONTRACTORS AND CONSTRUCTION ACTIVITIES SHALLCONFORM TO SAID NOTES.2.ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE IDAHO SPECIFICATIONS FORPUBLIC WORKS CONSTRUCTION, THESE PLANS AND THE PROJECT SPECIFICATIONS.3.CONTRACTOR SHALL HAVE AN APPROVED SET OF PLANS ON SITE AT ALL TIMES.ONLY THESE PLANS SHALL BE USED BY THE PROJECT CONTRACTOR(S). USE OFANY NON APPROVED SET OF PLANS ON THE JOB SHALL BE GROUNDS FOR THEISSUANCE OF A STOP WORK ORDER.4.ALL MATERIALS FURNISHED ON OR FOR THE PROJECT MUST MEET THE MINIMUMREQUIREMENTS OF THE APPROVING AGENCIES OR AS SET FORTH HEREIN,WHICHEVER IS MORE RESTRICTIVE.5.CONTRACTOR TO VERIFY ALL EXISTING ELEVATIONS NOTED ON THIS PLAN ANDNOTIFY DESIGN ENGINEER WHEN ELEVATIONS DO NOT MATCH PLANS.6.WASTE SOIL SHALL BE HAULED TO AN OFFSITE DISPOSAL SITE FURNISHED BY THECONTRACTOR.7.ALL FINISHED GRADES SHALL BE SMOOTH AND UNIFORM.8.PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING. PROVIDE POSITIVE DRAINAGETO ALL CATCH BASINS, DRAINAGE STRUCTURES, CURB CUTS, AND DRAINAGEWINDOWS.9.ALL CONCRETE SIDEWALKS SHALL HAVE A MINIMUM OF ONE PERCENT (1%) CROSSSLOPE UNLESS OTHERWISE NOTED.10.CONTRACTOR SHALL COORDINATE CONNECTION OF ALL ROOF DRAINAGE DOWNSPOUTS AND BUILDING PLUMBING. SEE ARCHITECTURAL AND MECHANICALDRAWINGS FOR EXACT LOCATION OF DRAINAGE CONNECTION POINTS.11.ALL CHANGES REQUIRE APPROVAL BY THE DESIGN ENGINEER AND LANDSCAPEARCHITECT.12.ALL DRAINAGE CONVEYANCE AND INFILTRATION FACILITIES MUST BE INSPECTEDBY THE DESIGN ENGINEER OR HIS/HER QUALIFIED REPRESENTATIVE. PROVIDEINSPECTION REQUEST A MINIMUM OF 48 HOURS IN ADVANCE.13.ALL STORM DRAINAGE PIPING SHALL BE ADS N-12 (HDPE) DRAINAGE PIPE (SOLIDWALL AND PERFORATED) OR ASTM 3034, SDR 35 PVC AS SHOWN ON THE PLANS.14.ALL NON GRATED STORM DRAIN MANHOLE COVERS SHALL BE MARKED "STORMDRAIN".15.CONCRETE COLLARS SHALL BE POURED AT ALL STORM DRAINAGE INLETS ANDMANHOLES. COLLARS SHALL BE PLACED IN ACCORDANCE WITH ISPWC SD-616.16.PIPE TRENCH SHALL CONFORM TO DIVISION 300 OF THE LATEST EDITION OF THEISPWC AND SD-301. BEDDING AND BACKFILL SHALL BE CONSTRUCTED PERSECTIONS 305 AND 306 OF THE ISPWC.17.PIPE LENGTHS SHOWN ARE NOT EXACT. ACTUAL INSTALLATION LENGTHS MAYVARY SLIGHTLY. LENGTHS ARE SHOWN FOR GENERAL INFORMATION ONLY.18.THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECTEXISTING UTILITIES AND IMPROVEMENTS. ANY DAMAGE TO EXISTING FACILITIES ORIMPROVEMENTS RESULTING FROM THE CONTRACTORS OPERATIONS, SHALL BEREPAIRED OR REPLACED AT CONTRACTORS EXPENSE.19.CONTRACTOR IS RESPONSIBLE TO REMOVE ALL CONCRETE AND DEBRIS FROMLANDSCAPE PLANTER AREAS PRIOR TO INSTALLATION OF ANY LANDSCAPEMATERIALS BY THE LANDSCAPE CONTRACTOR.20.ALL PROPOSED STORM DRAINAGE CATCH BASIN INLETS AND MANHOLES SHALL BECOVERED WITH FILTER FABRIC BY THE STORM DRAIN CONTRACTOR TO PREVENTCONTAMINATION OF STORM DRAINAGE FACILITIES. FABRIC SHALL NOT BEREMOVED UNTIL AFTER CONSTRUCTION IS COMPLETE AND LANDSCAPE TURFAREAS HAVE MATURED.21.CARE SHALL BE TAKEN TO PREVENT DIRT AND OTHER SUPERFLUOUS MATERIALSFROM ENTERING STORM DRAINAGE FACILITIES DURING CONSTRUCTION.1.TECHNICAL SPECIFICATIONS ARE AN INTEGRAL PART OF THESE DRAWINGS. UPONSUBMITTAL OF A BID PRICE BY THE CONTRACTOR, IT IS RECOGNIZED THAT THECONTRACTOR HAS REVIEWED THE TECHNICAL SPECIFICATIONS AND THECONTRACTOR AGREES TO ABIDE BY THE REQUIREMENTS AND CONDITIONSCONTAINED THEREIN.2.THE CONTRACTOR SHALL AT ALL TIMES COORDINATE HIS WORK WITH THAT OFOTHERS ON THE SITE. THE CONTRACTOR SHALL HAVE A RESPONSIBLE PARTYWHO SHALL HAVE THE AUTHORITY TO REPRESENT AND ACT FOR THE CONTRACTORON THE JOB SITE DURING ALL WORKING HOURS.3.THE CONTRACTOR IS RESPONSIBLE FOR PERFORMING ALL WORK INDICATED INTHESE PLANS AND SPECIFICATIONS. ANY ITEM INDICATED IN THESE PLANS, BUTNOT ITEMIZED IN THE BID DOCUMENTS, WILL BE INCLUDED UNDER A BID SCHEDULEITEM TO WHICH IT MOST PERTAINS.4.THE CONTRACTOR SHALL EXAMINE THE SITE, COMPARE IT WITH THE PLANS ANDSPECIFICATIONS, CAREFULLY EXAMINE ALL OF THE CONTRACT DOCUMENTS, ANDSATISFY HIMSELF AS TO THE CONDITIONS UNDER WHICH THE WORK IS TO BEPERFORMED BEFORE ENTERING INTO CONTRACT. NO ALLOWANCE SHALLSUBSEQUENTLY BE MADE ON BEHALF OF THE CONTRACTOR ON ACCOUNT OF ANERROR ON HIS PART AND/OR HIS NEGLIGENCE AND/OR FAILURE TO ACQUAINTHIMSELF WITH THE CONDITIONS OF THE SITE.5.THE CONTRACTOR SHALL CONTACT DIGLINE 48 HOURS PRIOR TO ANY EXCAVATION.1-800-342-1585 OR 8116.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO THE EXISTINGSTREETS, SIDEWALKS, OR EXISTING STRUCTURES DURING THE CONSTRUCTION OFTHIS PROJECT, AND SHALL REPAIR SUCH DAMAGE TO THE SATISFACTION OF THEGOVERNING AGENCY, AT NO EXTRA COST TO THE OWNER.7.ALL MATERIALS AND FINISHES SHALL BE AS PER DRAWINGS, DETAILS ANDSPECIFICATIONS. SOME MATERIALS MAY REQUIRE SEVERAL WEEK ORDER LEADTIME. CONTRACTOR IS RESPONSIBLE FOR DETERMINING ANY AND ALL ORDERINGLEAD TIMES, AND PROVIDING REQUIRED MATERIALS AT THE PROJECT SITE IN ATIMELY MANNER. NO UNAPPROVED SUBSTITUTIONS WILL BE ALLOWED. CONTACTTHE LANDSCAPE ARCHITECT IMMEDIATELY IF A SPECIFIED MATERIAL IS NOTAVAILABLE.8.ALL EXISTING CONDITIONS AND STRUCTURES NOT SPECIFICALLY NOTED FORREMOVAL SHALL BE RETAINED AND PROTECTED. EXISTING CONDITIONS ANDSTRUCTURES THAT ARE DAMAGED DURING THE COURSE OF CONSTRUCTION SHALLBE REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.9.ALL CONTRACTORS WORKING WITHIN THE PUBLIC RIGHT-OF-WAY ARE REQUIREDTO SECURE A RIGHT-OF-WAY CONSTRUCTION PERMIT FROM ADA COUNTYHIGHWAY DISTRICT AT LEAST 24 HOURS PRIOR TO ANY CONSTRUCTION.10.ALL CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THECURRENT EDITION OF THE ISPWC AND THE ACHD SUPPLEMENTAL SPECIFICATIONS.NO EXCEPTIONS TO THESE STANDARDS WILL BE ALLOWED UNLESS SPECIFICALLYAND PREVIOUSLY APPROVED IN WRITING BY THE GOVERNING AGENCY.11.THE CONTRACTOR SHALL PERFORM ALL CLEARING AND SITE PREPARATIONNECESSARY FOR THE PROPER EXECUTION OF ALL WORK INDICATED ON THESEPLANS AND SPECIFICATIONS.12.ALL WORK IS TO BE PERFORMED BY LICENSED CONTRACTORS AND EXPERIENCEDWORKERS.13.CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS NECESSARY TOCOMPLETE THE WORK, UNLESS OTHERWISE NOTED.14.CONTRACTOR SHALL CONFORM TO ALL LOCAL CODES.15.THE LAND GROUP, INC. DOES NOT AND CANNOT GUARANTEE THE ACCURACY OFWORK DONE BY OTHERS AND INCLUDES THIS INFORMATION FOR THE CONVENIENCEOF THE CONTRACTOR ONLY. THE CONTRACTOR IS RESPONSIBLE TO CONTACT THEOWNER'S REPRESENTATIVE TO REQUEST CLARIFICATION OF DISCREPANCIESBETWEEN THE INFORMATION SHOWN ON THIS PLAN AND INFORMATION SHOWNELSEWHERE. IN THE EVENT THE CONTRACTOR PROCEEDS WITH CONSTRUCTIONWITHOUT OFFICIAL CLARIFICATION FROM THE OWNER'S REPRESENTATIVE, HESHALL BE LIABLE FOR THE COST OF CORRECTIVE WORK AND SHALL REPAIR ORRECONSTRUCT THE FAULTY WORK TO THE SATISFACTION OF THE OWNER'SREPRESENTATIVE AT NO ADDITIONAL COST TO THE OWNER.16.THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING, ERECTING AND MAINTAININGTHE REQUIRED MATERIALS, EQUIPMENT AND MANPOWER NECESSARY FOR PUBLICSAFETY AND TRAFFIC CONTROL WITHIN THE PROJECT LIMITS AND ON THEAPPROACHES TO THE PROJECT.17.THE CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTEDCONSTRUCTION PRACTICES, CONTRACTOR SHALL BE REQUIRED TO ASSUME SOLEAND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSEOF CONSTRUCTION OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONSAND PROPERTY, AND THAT THIS REQUIREMENT SHALL BE MADE TO APPLYCONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. CONTRACTORFURTHER AGREES TO DEFEND, INDEMNIFY, AND HOLD DESIGN PROFESSIONALHARMLESS FROM ANY AND ALL LIABILITY, REAL AND ALLEGED, IN CONNECTIONWITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITYARISING FROM THE SOLE NEGLIGENCE OF THE DESIGN PROFESSIONAL.18.IF ANY ARCHAEOLOGICAL, CULTURAL OR HISTORICAL RESOURCES, OR ARTIFACTSOR OTHER FEATURES ARE DISCOVERED DURING THE COURSE OF CONSTRUCTIONANYWHERE ON THE PROJECT SITE, WORK SHALL BE SUSPENDED IN THATLOCATION UNTIL A QUALIFIED PROFESSIONAL ARCHAEOLOGIST ASSESSES THESIGNIFICANCE OF THE DISCOVERY. THE OWNER SHALL BE NOTIFIED IMMEDIATELYOF ANY FINDS. IN CONSULTATION WITH THE ARCHAEOLOGIST AND THE GOVERNINGAGENCY, APPROPRIATE MEASURES FOR PRESERVATION SHALL BE ESTABLISHEDPRIOR TO THE COMMENCEMENT OF WORK.19.THE LOCATION OF EXISTING UNDERGROUND UTILITIES ON THESE PLANS AREAPPROXIMATE. A REASONABLE EFFORT HAS BEEN MADE TO LOCATE ANDDELINEATE ALL UNDERGROUND FACILITIES, HOWEVER THE LAND GROUP, INC. ORIT'S CONSULTANTS ASSUMES NO LIABILITY FOR THE ACCURACY ORCOMPLETENESS OF THE EXISTING FACILITIES SHOWN HERE OR FOR THE EXISTENCEOF OTHER UNDERGROUND UTILITIES OR OBJECTS WHICH MAY BE DISCOVERED BUTARE NOT SHOWN ON THESE PLANS. THE CONTRACTOR SHALL DETERMINE THEEXACT LOCATION OF ANY EXISTING UTILITIES BEFORE COMMENCING WORK, ANDAGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGE DUE TOCONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALLUNDERGROUND UTILITIES.General Notes:ACHD Standard Notes:ACHD ROADWAY NOTES:1.ALL CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THECURRENT EDITION OF THE ISPWC AND ACHD SUPPLEMENTAL SPECIFICATIONS. NOEXCEPTIONS TO DISTRICT POLICY, STANDARDS AND THE ISPWC WILL BE ALLOWEDUNLESS SPECIFICALLY AND PREVIOUSLY APPROVED IN WRITING BY THE DISTRICT.1.1. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONALPAVEMENT REPAIR BEYOND THE LIMITS SHOWN ON THE PLANS. THEFOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 OF ACHD POLICYMANUAL:1.2. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLELTO THE CENTERLINE OF THE STREET AND INCLUDE ANY AREA DAMAGEDBY EQUIPMENT DURING TRENCHING OPERATIONS.1.2.1.IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50% OF THETOTAL ROAD SURFACE, CONTRACTOR SHALL REPLACE THE ENTIREROADWAY SURFACE.1.2.2.CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSUREMATCH LINE DOES NOT FALL WITHIN THE WHEEL PATH OF A LANE.MATCH LINE SHALL ONLY FALL IN THE CENTER OR EDGE OF A TRAVELLANE.1.2.3.FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THENATIVE TRENCH MATERIAL IS DEEMED UNSUITABLE BY ACHDINSPECTOR, DOES NOT MEET COMPACTION STANDARDS OR TIME IS ACRITICAL FACTOR.1.2.4.ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED INWRITING BY DISTRICT STAFF BEFORE CONSTRUCTION BEGINS.1.2.5.CONSTRUCT ALL PAVEMENT MATCHES (INCLUDING DRIVEWAYAPPROACHES AND UTILITY CUT STREET REPAIRS) WITHIN ACHDRIGHTS-OF-WAY TO MATCH THE EXISTING STREET PAVEMENT SECTIONOR THE SECTION NOTED IN MATERIALS LEGEND ON SHEET C2.00. USEWHICHEVER SECTION IS GREATER.2.PIPE TRENCH SHALL CONFORM TO THE LATEST EDITION OF THE I.S.P.W.C. DIVISION300 AND SD-301. BEDDING AND BACKFILL SHALL BE CONSTRUCTED PER SECTIONS305 AND 306 OF THE I.S.P.W.C.3.ANY WORK IN THE PUBLIC RIGHT-OF-WAY REQUIRES INSPECTION AND APPROVALBY ACHD CONSTRUCTION DIVISION. CONTACT INSPECTION SERVICES AT 387-6280TO OBTAIN A PERMIT TO WORK IN THE RIGHT-OF-WAY. INSPECTION REQUESTSREQUIRE A MINIMUM OF 24-HOUR PRIOR NOTICE.4.PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS, COORDINATE WITH ACHDINSPECTION STAFF. ALL PAVEMENT MARKINGS SHALL COMPLY WITH ACHD POLICYAND ISPWC SECTION 1100. MARKINGS SHALL TRANSITION SMOOTHLY WITHEXISTING PAVEMENT MARKINGS.ACHD STANDARD CONDITIONS:1.ANY EXISTING IRRIGATION FACILITIES SHALL BE RELOCATED OUTSIDE OF THERIGHT-OF-WAY.2.PRIVATE SEWER OR WATER SYSTEMS ARE PROHIBITED FROM BEING LOCATEDWITHIN ANY ACHD ROADWAY OR RIGHT-OF-WAY.3.REPLACE ANY EXISTING DAMAGED CURB, GUTTER AND SIDEWALK AND ANY THATMAY BE DAMAGED DURING THE CONSTRUCTION OF THE PROPOSED DEVELOPMENT.CONTACT ACHD CONSTRUCTION SERVICES AT 387-6280.4.COMPLY WITH DISTRICT'S TREE PLANTER POLICY.5.CONSTRUCT ALL UTILITY CUTS AND STREET REPAIRS PER SD-301, SD-303, ANDSD-806. A TRAFFIC CONTROL PLAN WILL ALSO BE NECESSARY FOR ANY UTILITYCUT. SUBMIT ALL TRAFFIC CONTROL PLANS TO THE DISTRICT'S CONSTRUCTIONSERVICES DIVISION FOR REVIEW AND APPROVAL. IT IS STRONGLY RECOMMENDEDTHAT THE NUMBER OF UTILITY CUTS WITHIN A STREET BE REDUCED TO THEFEWEST POSSIBLE.6.UTILITY STREET CUTS IN PAVEMENT LESS THAN FIVE YEARS OLD ARE NOTALLOWED UNLESS APPROVED IN WRITING BY THE DISTRICT. CONTACT THEDISTRICT'S UTILITY COORDINATOR AT 387-6258 (WITH FILE NUMBERS) FORDETAILS.7.CONSTRUCTION, USE AND PROPERTY DEVELOPMENT SHALL BE IN CONFORMANCEWITH ALL APPLICABLE REQUIREMENTS OF THE ACHD PRIOR TO DISTRICTAPPROVAL FOR OCCUPANCY.8.THE APPLICANT SHALL CONTACT ACHD TRAFFIC OPERATIONS 387-6190 IN THEEVENT ANY ACHD CONDUITS (SPARE OR FILLED) ARE COMPROMISED DURING ANYPHASE OF CONSTRUCTION.1.THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED INSUBSTANTIAL CONFORMANCE WITH THE ACHD POLICY AND STANDARDS IN EFFECTAT THE TIME OF PREPARATION. THE ENGINEER ACKNOWLEDGES THAT ACHDASSUMES NO LIABILITY FOR ERRORS OR DEFICIENCIES IN THE DESIGN. ALLVARIANCES FROM ACHD POLICY SHALL BE APPROVED IN WRITING. THE FOLLOWINGVARIANCES, LISTED BY DATE AND SHORT DESCRIPTION, WERE APPROVED FOR THEPROJECT: NONE .Certification of Compliancewith Design Standards:BLUE VALLEY ELEMENTARY SCHOOLWEST ADA SCHOOL DISTRICT NO. 21752 W AMERICAN FORK DRIVE MERIDIAN, ID 83642Construction ManagerBalancing Earthwork Notes:1.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAKE THEIR OWNDETERMINATION OF QUANTITIES REQUIRED TO COMPLETE THE WORK. ANYIMBALANCE IN THE ACTUAL EARTHWORK WHICH MAY OCCUR SHALL BE ADJUSTEDBY EITHER OF THE FOLLOWING METHODS:1.1.WHEN SUFFICIENT MATERIAL IS NOT AVAILABLE FROM THE EXCAVATIONAREAS TO CONSTRUCT THE EMBANKMENTS, THE CONTRACTOR SHALLARRANGE FOR AND OBTAIN BORROW MATERIAL TO COMPLETE THE WORK.BORROW MATERIAL SHALL BE EQUAL TO OR BETTER THAN THE ON-SITEEMBANKMENT MATERIAL.1.2.WHEN EXCESS MATERIAL EXISTS BEYOND THAT REQUIRED TO COMPLETE THEEMBANKMENTS, THE CONTRACTOR SHALL DISPOSE OF THE EXCESSMATERIAL AT A LOCATION SELECTED BY THE CONTRACTOR OUTSIDE THEPROJECT BOUNDARIES UNLESS DIRECTED OTHERWISE BY THE OWNER.Benchmark Notes:1.SEE SHEET C1.00 FOR LOCATIONS OF BENCHMARKS.2.VERTICAL DATUM: NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88).3.THE BASIS OF BEARING OF THIS MAP IS GRID NORTH ON THE IDAHO STATE PLANECOORDINATES SYSTEM (NAD 83). WEST ZONE, AS DETERMINED BY GLOBALPOSITIONING SYSTEMS METHODS. ANY DISTANCES SHOWN ARE HORIZONTALGROUND DISTANCES IN U.S. SURVEY FEET.Sheet List Table:Sheet NumberSheet TitleC0.00CoverC1.00Overall Site PlanC1.10Demolition PlanMaterials & KeynotesC2.01Area 1C2.02Area 2C2.03Area 3C2.04Area 4Site LayoutC2.11Area 1C2.12Area 2C2.13Area 3C2.14Area 4GradingC4.01Area 1C4.02Area 2C4.03Area 3C4.04Area 4Drainage & UtilitiesC5.01Area 1C5.02Area 2C5.03Area 3C5.04Area 4C5.50Utility DetailsLandscape PlanL1.01L1.02Area 2L1.03Area 3L1.04Area 4L1.50DetailsIrrigation PlanL2.01Area 1L2.02Area 2L2.03Area 3L2.04Area 4 Project LocationVicinity Map:I-84W. OVERLAND RDS. TEN MILE RD S. LINDER RDW. VICTORY RDCity of Meridian - Standard Notes:GENERAL CONSTRUCTION NOTES:1.ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENTVERSION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC),THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC (AND ANYADDENDUMS), MERIDIAN DESIGN STANDARDS, THE REQUIREMENTS OF THE ADACOUNTY HIGHWAY DISTRICT (ACHD) AND/OR THE REQUIREMENTS OF THE IDAHOTRANSPORTATION DEPARTMENT (ITD). THE MORE STRINGENT OF ANY OF THESESTANDARDS SHALL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS.2.THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIANSTANDARD SPECIFICATIONS AND DRAWINGS ON SITE OR READILY ACCESSIBLE ATALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TOHAVE ACCESS TO A CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITECOULD BE GROUNDS FOR A STOP WORK ORDER UNTIL THE SITUATION ISRESOLVED.3.THE CONTRACTOR SHALL HAVE PLANS STAMPED “APPROVED FOR CONSTRUCTION”BY THE CITY OF MERIDIAN ON SITE AT ALL TIMES.4.ALL CONTRACTORS, SUBCONTRACTORS AND UTILITY CONTRACTORS SHALLATTEND A PRE-CONSTRUCTION CONFERENCE PRIOR TO START OF WORK.5.CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS AREON SITE OR INSPECTION OF THE WORK IS REQUIRED. NO WORK MAY BEGIN ON ANYPROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR NOTICE.6.CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TOTHE REQUIRED TESTING. THE CONTRACTOR MAY NOT OPEN OR CLOSE WATERVALVES.7.ALL MATERIAL FURNISHED ON OR FOR THE PROJECT MUST MEET THE MINIMUMREQUIREMENTS OF THE APPROVING AGENCIES. AT THE REQUEST OF THEAPPROVING AGENCY OR THE DESIGN ENGINEER, CONTRACTORS SHALL FURNISHPROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THESPECIFICATION REQUIREMENTS SET FORTH IN GENERAL CONSTRUCTION NOTE NO.1.8.WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BEAPPROVED PRIOR TO (A) BACKFILLING TRENCHES FOR PIPE; (B) PLACING OFAGGREGATE BASE; (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING.9.INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWERCONSTRUCTION SHALL BE BY THE PUBLIC WORKS DEPARTMENT, AND THEIRDECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THECONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN ANACCEPTABLE MANNER IN ACCORDANCE WITH THE DEQ/QLPE APPROVEDCONSTRUCTION PLANS.10.ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVETHE APPLICABLE AGENCY APPROVAL IN WRITING PRIOR TO CONSTRUCTION.11.PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICALCONTRACTOR SHALL OBTAIN AN ELECTRICAL PERMIT FROM THE BUILDINGDIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT. ANY DEVIATION INSTREET LIGHT LOCATIONS FROM THE APPROVED PLANS MUST BE APPROVED INWRITING FROM THE CITY ENGINEER.WATER:1.CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS INTHE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) ASWELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERALCONSTRUCTION NOTE NO. 1.2.THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLEWATER MAINS (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE AMINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAINAND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18)INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED INACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKINGWATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATERRULES (IDAPA 58.01.16).3.THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATERSERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX (6) FEET.WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATERMAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICALSEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITHSECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS(IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA58.01.16).4.PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE WHEREVER THESERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY (I.E. SEEPAGEBEDS, DRAINAGE SWALES).5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATERSERVICE TO ALL EXISTING WATER USERS AFFECTED BY CONSTRUCTION. IF WATERSERVICE MUST BE INTERRUPTED, THE CONTRACTOR SHALL COORDINATE WITH THEPUBLIC WORKS INSPECTOR.SEWER:1.CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS INTHE WASTEWATER RULES (IDAPA 58.01.16 AS WELL AS THE STANDARDS ANDSPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1.2.THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLEWATER MAINS (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE AMINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAINAND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18)INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED INACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKINGWATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATERRULES (IDAPA 58.01.16).3.THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATERSERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX (6) FEET.WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATERMAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICALSEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITHSECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS(IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA58.01.16).4.PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPEWHEREVER THE SERVICE LINE CROSSES A STORMWATER TREATMENT FACILITY(I.E., SEEPAGE BEDS, DRAINAGE SWALES).ROADWAY:1.ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY AREREQUIRED TO SECURE A RIGHT-OF-WAY CONSTRUCTION PERMIT FROM ACHD ORITD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION.2.ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TOINCLUDE UTILITY TRENCHES ABOVE THE PIPE ZONE.KREIZENBECK CONSTRUCTORS11724 W. EXECUTIVE DRIVEBOISE, ID 83713PROJECT MANAGER: MICHAEL BERARDPHONE: 208.336.9500EMAIL:MBERARD@KREIZENBECK.COMA.PROTECT THE CRITICAL ROOT ZONE OF THE TREES TO BE RETAINED ON SITE:(NOTE: CRITICAL ROOT ZONE IS THE AREA DIRECTLY BELOW THE DRIP LINE OF THETREE.)A.1.CONSTRUCT PROTECTIVE FENCING OF CHAIN-LINK AROUND THE CRITICALROOT ZONE PRIOR TO DEMOLITION OR CONSTRUCTION. PROTECTIVE FENCINGIS ONLY REQUIRED AROUND SPECIFIED TREES- REFERENCE PLAN FOR EXACTLOCATION.A.2.DO NOT ALLOW COMPACTION BY EQUIPMENT TRAFFIC DURINGCONSTRUCTION OR DURING DEMOLITION.A.3.DO NOT ALLOW CEMENT TRUCKS TO RINSE WITHIN THE PROTECTION AREA,ANYWHERE THAT TREE ROOTS EXIST OR IN PLANNED PLANTING BEDS.A.4.DO NOT STOCKPILE MATERIALS, DEBRIS OR DIRT WITHIN THE TREEPROTECTION AREA.A.5.MAINTAIN WATERING WITHIN THE CRITICAL ROOT ZONE THROUGHOUT THEDURATION OF THE PROJECT AT THE RATE OF NOT LESS THAN THEEQUIVALENT OF 1-1/2" OF WATER OVER THE ENTIRE AREA PER WEEK.A.6.DO NOT TRENCH, EXCAVATE, FILL OR OTHERWISE DISTURB THE SOIL WITHINTHE CRITICAL ROOT ZONE.A.7.ADJUST PROPOSED IMPROVEMENT LOCATIONS AS REQUIRED TO AVOIDDAMAGING TREE ROOTS.B.PROTECT THE CROWN AND TRUNK OF TREES TO BE RETAINED ON SITE:B.1.OPERATE EQUIPMENT IN SUCH A WAY AS TO AVOID CONTACT WITH TREETRUNKS OR BRANCHES.B.2.PRUNING OF PUBLIC PROPERTY TREES SHALL BE PERFORMED BY ALICENSED ARBORIST.Tree Protection Notes:WEST ADA SCHOOL DISTRICT1303 E. CENTRAL DRIVEMERIDIAN, IDAHO 83642PRIMARY CONTACT: JOE YOCHUMPHONE: 208.355.4500EMAIL: YOCHUM.JOE@WESTADA.ORGFire Lane Notes:1.CONTRACTOR SHALL PAINT 2800-LF OF CONCRETE CURB AS IDENTIFIED BY THEFIRE MARSHAL NEAR THE COMPLETION OF THE PROJECT. CONTRACTOR SHALLMEET WITH THE FIRE MARSHAL PRIOR TO PROJECT COMPLETION TO DETERMINETHE EXACT LOCATION OF THE PAINTED RED CURB. PAINTED CURB SHALL HAVE 4"TALL STENCILED LETTERS IN WHITE PAINT, READING "FIRE LANE - NO PARKING"EVERY 75-LF. REFER TO SPECIFICATION SECTION 321216 FOR PAINTREQUIREMENTS.Area 1L2.51DetailsSite DetailsC2.50Site DetailsC2.51Site DetailsC2.52Site DetailsC2.53Site DetailsSean Conner03/31/2020Sean Conner R/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/WR/WR/WR/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/W R/W R/W R/W R/W R/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/W R/WR/WR/WR/WR/WR/WR/WR/WR/W R/W R/WR/WR/WR/W R/W R/W R/W R/W R/W R/W R/W R/WR/WR/WR/WR/WR/W R/W R/WR/WR/W R/W R/WR/WR/WR/WR/WR/WIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVEP EP EP EPEPEP EPEPEPEPX OHPOHPOHP OHP OHP OHP OHPOHP OHP OHP OHP OHP OHP OHP OHP OHP OHPDSDSSSDSSDSD SSIRRSDSDDDDDSSDIRRDSIRRIRRWMTRWMTRWMTRWMTRWVWVWVWVWVWVWVWVWVWVWVWVWMTRWMTRWMTRWMTRWVWVWVWVWVTTEEEEEEEEVLTVLTEMTRFOFOIRRGGR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W VITREOUS CHINAC_LAVATORYKINGSTONK-2005 VITREOUS CHINAC_LAVATORYKINGSTONK-2005 DNR/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/WR/WR/WR/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/W R/W R/W R/W R/W R/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/W R/WR/WR/WR/WR/WR/WR/WR/WR/W R/W R/WR/WR/WR/W R/W R/W R/W R/W R/W R/W R/W R/WR/WR/WR/WR/WR/W R/W R/WR/WR/W R/W R/WR/WR/WR/WR/WR/WIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVEP EP EP EPEPEP EPEPEPEPX OHPOHPOHP OHP OHP OHP OHPOHP OHP OHP OHP OHP OHP OHP OHP OHP OHPDSDSSSDSSDSD SSIRRSDSDDDDDSSDIRRDSIRRIRRWMTRWMTRWMTRWMTRWVWVWVWVWVWVWVWVWVWVWVWVWMTRWMTRWMTRWMTRWVWVWVWVWVTTEEEEEEEEVLTVLTEMTRFOFOIRRGGR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WABC D E FGHIJKLMN O P Q R STUVWXYZ12345678910 EP EP EP EPEP E P E PEP VAN TARGET1261075489325111214151334 21jumprunjump bala n c e hopruntip toe34 2134 2134 21VITREOUS CHINAC_LAVATORYKINGSTONK-2005 VITREOUS CHINAC_LAVATORYKINGSTONK-2005 EPEPEPEP EP EP EP EP EP EP EPEPEPEPEPEPEPEPEPEP EPEPEPEP EP EP EP EP EP EP EPEPEPEPEPEPEPEPEP MTRMTRDSDS DS DS DS DSDSDS DSDSDSDSDSDSDSDSDSDSDS DS DSDS COVANVANVANCOEP DS DSDSCOCOCOCO MW MWMW MW MW MWMWCOTBM-1TBM-232.11'274.98 '125.75'288.09'Benchmark Notes:TBM 1:SCRIBED "X" IN SIDEWALK ON ROUNDABOUT ISLAND LOCATED ATINTERSECTION OF S SPANISH FORK WAY AND W AMERICAN FORK DRIVE.NORTHING: 700935.6114EASTING: 2448207.0410ELEVATION: 2602.89 TBM 2:SCRIBED "X" IN SIDEWALK AT CORNER OF S SPANISH SUN WAY AND SSPANISH FORK WAY.NORTHING: 701483.7009EASTING: 2448647.6640ELEVATION: 2607.27VERTICAL DATUM: NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88).THE BASIS OF BEARING OF THIS MAP IS GRID NORTH ON THE IDAHO STATE PLANECOORDINATES SYSTEM (NAD 83) WEST ZONE, AS DETERMINED BY GLOBAL POSITIONINGSYSTEMS METHODS. ANY DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES INU.S. SURVEY FEET.Project Calculations:REQUIREDPROVIDEDBUILDING SIZE:N/A69,687 SFLOT SIZE:N/A501,386 SF (11.51 AC)AREA CALCULATIONS:PAVING (CONCRETE)N/A35,561 SFPAVING (ASPHALT)N/A176,828 SFLANDSCAPE (TURF)N/A173,961 SFLANDSCAPE (BED)N/A32,048 SFSETBACKS:W. AMERICAN FORK DR.20-FT MIN.125-FTLINDER ROAD25-FT MIN227-FTS. SPANISH FORK WAY8-FT228-FTADJOINING LOT (NORTH)12-FT32-FTPARKING SPACES:OVERALL175175ADA ACCESSIBLE5+1 VAN (6)3 + 4 VAN (7)BICYCLE70 (1 PER 1000 SF)54 BICYCLE + 30SCOOTER/SKATEBOARDEASEMENTSWATER20-FT (10-FT EACH SIDE)20-FTProperty Information:PARCEL NUMBERR8048710070ADDRESS1830 W AMERICAN FORK DRIVE,MERIDIAN, IDAHO 83646CURRENT ZONETN-RPROPOSED ZONETN-RCURRENT USEVACANTPROPOSED USEEDUCATIONAL INSTITUTIONELEMENTARYDRAWING NO.:2400 E. Riverwalk DriveBoise, Idaho 83706www.lkvarchitects.com208.336.3443DATE:LKV PROJECT #:1930DRAWN BY:CHECKED BY:BLUE VALLEY ELEMENTARY SCHOOL WEST ADA SCHOOL DISTRICT W. AMERICAN FORK DR. Revisions # Description Date TLG PN: 11919003/31/2020GW/SCDDCZCHorizontal Scale: 050'100'1" = 50'Overall Site PlanFile Location:g:\2019\119190\cad\_cd\119190 cd c100 site plan.dwgLast Plotted By:david duperaultDate Plotted:Tuesday, March 31 2020 at 03:22 PM C1.00Overall Site PlanAREA 1AREA 2AREA 3AREA 4AAREA 4BS. SPANISH FORK WAYS. FARMINGTON AVE S. WOODHOUSE AVEW. AMER ICAN FORK DR IVE S. LINDER ROADSean Conner03/31/2020Sean Conner S S S S SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SSSSSSSSSS R/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR /W R/WR/WR/WR/WR/WR/WR/W R/WR/WR/WR/W R/WR/WR/WR/WR/WR/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/W R/W R/WR/WR/WR/WR/WR/WR/W R/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/W25' LANDSCAPE BUFFERMBMBMBMBMBIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVGGGGGGGGGGGGGGGGGGGGGEP EP EP EPEPEP EPEPEPEPX OHPOHPOHPOHPGIRRGIRR GIRRGGGGGGGGGGGGG GGGGGGGGGGGGGGGGGGGG OHP OHP OHP OHP OHPOHP OHP OHP OHP OHP OHP OHP OHPTTTTTTT T T T T T T T T T T T T T T T T T T T T FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FOFOFOFO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FOWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW WWWWWWWWWWWWWWWWWWWWWW W W W WW WWWWWWWWWWWW W W SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SSSSSSSSSSSSSSSS SDSDSDSDSDSDSDSDSDSDSDSDSD SD SD SD SD SD SD SD SD SD SD SD SD SD S D S D S D SD SDSDGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRDSDDDCOSSSDSSDSDSSIRRSDSDDDDDSSDIRRDSIRRIRRWMTRWMTRWMTRWMTRWVWVWVWVWVWVWVWVWVWVWVWVWVWMTRWMTRWMTRWMTRWVWVWVWVWVWVTEEEEEEEEVLTVLTEMTRFOFOIRRG4''PI 4''PI 4''PI 4''PI 4''PI 4''PI 4''PI4''PI4''PI4''PI4''PIR/WR/W1222222243BEGIN610655661267683END1411898131068APPROXIMATE LINE OFDEMOLITION LIMITS.SAW CUT - PROVIDENEAT SAW CUT LINE OFASPHALT AND CONCRETEREMOVE AND DISPOSE OFEXISTING TREE, GRINDSTUMP 18" BELOW EXISTINGGRADE MIN.Demolition Legend:REMOVE AND DISPOSE OFHARDSCAPE OFF-SITE.REMOVE AND DISPOSE OFLANDSCAPE AND IRRIGATIONEQUIPMENT OFF-SITE.TEMPORARYCONSTRUCTION FENCERETAIN AND PROTECTEXISTING TREE, INSTALLPROTECTIVE FENCE AROUNDTREE.Keynotes:1.REMOVE AND REINSTALL ROAD SIGN OUTSIDE OF PROPOSED SITE IMPROVEMENTS.REFER TO SHEET C2.14 FOR PROPOSED LOCATION.2.RETAIN AND PROTECT ROAD SIGN IN THIS APPROXIMATE LOCATION.3.EXISTING 4" PRESSURE IRRIGATION LINE IN THIS APPROXIMATE LOCATION. REFERTO IRRIGATION SHEETS L2.03-L2.04 FOR RELOCATION INFORMATION. IFDISCONNECT AND RECONNECT ARE NOT PERFORMED DURING THE INACTIVESEASON FOR IRRIGATION, THEN EXISTING PRESSURE IRRIGATION SYSTEM MUST BEINOPERABLE FOR NO MORE THAN 24 HOURS. COORDINATE WITH SOUTHRIDGE HOAFOR TEMPORARY DOWN TIME.4.RETAIN AND PROTECT EXISTING FIBER OPTIC LINE AND STRUCTURE.5.REMOVE AND DISPOSE OF EXISTING HYDRANT AND SUPPLY LINE BACK TO VALVE.REFER TO SHEETS C5.01- C5.04 FOR PROPOSED LOCATIONS OF NEW HYDRANTS.6.RETAIN AND PROTECT EXISTING IRRIGATION VALVE AND ASSOCIATED LATERALS /EQUIPMENT. FIELD FIT REPLACEMENT EQUIPMENT AS NECESSARY TOACCOMMODATE DEMOLITION OPERATIONS AND / OR DAMAGED EQUIPMENT. REFERTO IRRIGATION SHEETS L2.01-L2.04 AND L2.50-L2.51.7.RETAIN AND PROTECT EXISTING ELECTRICAL VAULT IN THIS APPROXIMATELOCATION.8.RETAIN AND PROTECT EXISTING GRAVITY IRRIGATION STRUCTURE IN THISAPPROXIMATE LOCATION.9.COORDINATE WITH INTERMOUNTAIN GAS COMPANY TO LOWER SERVICE LINE.REFER TO SITE GRADING PLAN FOR APPROXIMATE EXISTING AND PROPOSED FINISHGROUND ELEVATIONS.10.RETAIN AND PROTECT EXISTING UTILITY POLE IN THIS APPROXIMATE LOCATION.11.REMOVE AND REPLACE EXISTING PRESSURE IRRIGATION CONNECTION IN THISAPPROXIMATE LOCATION AS A PART OF PRESSURE LINE REPLACEMENT, KEYNOTE 3THIS SHEET.12.RETAIN AND PROTECT EXISTING ELECTRICAL RISER IN THIS APPROXIMATELOCATION.13.RETAIN AND PROTECT EXISTING TELEPHONE LINE AND STRUCTURE IN THISAPPROXIMATE LOCATION.14.RETAIN AND PROTECT EXISTING DRAINAGE STRUCTURE IN THIS APPROXIMATELOCATION.CALLOUT NUMBERS COORDINATEDTO NUMBERED NOTES BELOW.#DRAWING NO.:2400 E. Riverwalk DriveBoise, Idaho 83706www.lkvarchitects.com208.336.3443DATE:LKV PROJECT #:1930DRAWN BY:CHECKED BY:BLUE VALLEY ELEMENTARY SCHOOL WEST ADA SCHOOL DISTRICT W. AMERICAN FORK DR. Revisions # Description Date TLG PN: 11919003/31/2020GW/SCDDCZCHorizontal Scale: 050'100'1" = 50'Demolition PlanFile Location:g:\2019\119190\cad\_cd\119190 cd c110 demolition plan.dwgLast Plotted By:david duperaultDate Plotted:Tuesday, March 31 2020 at 03:23 PM C1.10Demolition PlanSean Conner03/31/2020Sean Conner R/WR/WR/W R/W R/W R/W R/WIVDDS SDIRRWVIRRR/WR/WR/W R/W R/W R/W R/WIVDDS SDIRRWVIRRVAN 34 2134 21MTRMTRDSDS DS DS DSCOCOEPEPEPEPEP EPDS DSCOCOMW MWMWMWAREA 1AREA 2AREA 3AREA 178TYP. OF 5101011TYP.1215.215.215.1222215.5191919191919191925.325' WIDTH13.1END6END6BEGIN43313029116.14413.4BEGIN18181818333320'FIRELANE4.1TYP. OF 44.1TYP. OF 42727.1.13.4343418343434111111TYP.11113222BEGIN13.225.125.24' WIDTH10' WIDTH33333636202113.4END13.2BEGIN13.2END13.2BEGINEND25.24' WIDTH25.110' WIDTH2TYP. OF 31TYP. OF 2813.43817.217.217.117.117.21817171820181818181813.47.17.113.213.213.2BEGIN383838383818183824" WIDE MOW STRIP13.1BEGIN13.1END25.24.5' WIDTH11END44Keynotes:CALLOUT NUMBERS COORDINATEDTO NUMBERED NOTES BELOW.Line LegendHEAVY DUTY ASPHALTPAVING - SEE DETAIL4/C2.50.LIGHT DUTY ASPHALTPAVING - SEE DETAIL4/C2.50.LANDSCAPE AREAS. REFERTO LANDSCAPE PLANSERIES L1.00 FOR MOREINFORMATION.STANDARD CONCRETEFLATWORK - SEE DETAIL1/C2.50.HEAVY DUTY CONCRETEFLATWORK - SEE DETAIL2/C2.50.SYTHETIC SAFETY SURFACE- SEE SPECIFICATIONSECTION 329200 ANDDETAIL 6/C2.51.CATCH CURB AND GUTTER, SEE DETAIL 5/C2.50.REVERSE CURB AND GUTTER, SEE DETAIL 6/C2.50.SAWCUT LINE, PROVIDE A NEAT SAW-CUTLINE WITH A SMOOTH TRANSITION FROMEXISTING MATERIAL TO NEW.4" DEPTH BASE COURSEPER SPECIFICATIONSECTION 321000.COMPACT TO 92% .#CONCRETE SIDEWALK PERISPWC(ACHD 2017SUPPLEMENTAL DRAWING)SD-7096' CHAIN LINK FENCEMaterial Legend4' CHAIN LINK FENCEASPHALT PAVING IN ACHDRIGHT-OF-WAY - SEEDETAIL 4/C2.50.1.BICYCLE RACK, IN-GROUND MOUNT PER MANUFACTURER'S INSTALLATIONINSTRUCTIONS. SEE SPECIFICATION SECTION 323300 AND REFER TO DETAIL1/C2.52 FOR SIMILAR INSTALLATION PROCEDURE.2.SCOOTER/SKATEBOARD RACK, SEE SPECIFICATION SECTION 323300.3.FUTURE MONUMENT SIGN, COORDINATE SLEEVING WITH ELECTRICAL PLANS.INSTALL 24" MOW CURB AROUND SIGN - SEE DETAIL 10/C2.50.4.FIRE HYDRANT, REFER TO UTILITY PLAN C5.01.4.1.HYDRANT BOLLARD PER ISPWC SD-W10 (MERIDIAN SUPPLEMENTALDRAWINGS AND SPECIFICATIONS).4.2.INSTALL HYDRANT WITH CONCRETE APRON. SEE DETAIL 4/C2.51.5.FLAG POLE, SEE SPECIFICATION SECTION 107500.6.4' VALLEY GUTTER, SEE DETAIL 12/C2.50.6.1.VALLEY GUTTER PER ISPWC(ACHD 2017 SUPPLEMENTAL DRAWING) SD-708.7.TRASH ENCLOSURE, PER ARCHITECTURAL PLANS.7.1.CANE BOLT SLEEVE, SEE DETAIL 8/C2.52.8.PARKING BUMPER, SEE DETAIL 3/C2.52.9.6" MOW CURB, SEE DETAIL 5/C2.51.10.ACCESSIBLE PARKING STALL, SEE DETAIL 2/C2.52.11.4" WIDE WHITE ASPHALT MARKING, SEE SPECIFICATION SECTION 321216.12.PEDESTRIAN CROSS WALK STRIPING, SEE DETAIL 4/C2.52.13.CHAIN LINK FENCE, SEE SPECIFICATION SECTION 323113. REFER TO FENCE LEGENDFOR FENCE HEIGHT.13.1.FENCE IN STANDARD CONCRETE FLATWORK, SEE DETAIL 1/C2.52.13.2.FENCE IN ASPHALT PAVEMENT, SEE DETAIL 1/C2.52.13.3.FENCE IN LANDSCAPE, SEE DETAIL 1/C2.52.13.4.FENCE IN 18" MOW CURB, SEE DETAIL 1/C2.52.14.16" H x 24" W CONCRETE SEAT WALL, SEE DETAIL 7/C2.51.15.CONCRETE RAMP PER ISPWC 2017 - DIVISION 70015.1.PEDESTRIAN RAMP, SD-712 (PERPENDICULAR) WITH TRUNCATED DOMES15.2.PEDESTRIAN RAMP, ACHD 2017 SUPPLEMENTAL SD-712 (SKEWED) WITHTRUNCATED DOMES15.3.PEDESTRIAN RAMP - TYPE 1, SEE DETAIL 3/C2.51.15.4.PEDESTRIAN RAMP, SD-712H SIMILAR (H1, DETACHED SIDEWALKS) WITHTRUNCATED DOMES.15.5.PEDESTRIAN RAMP FOR ADA LOADING ZONE, SD-712G SIMILAR (MID-BLOCK)WITH TRUNCATED DOMES.16.TRUNCATED DOMES PER ISPWC 2017 SD-712.17.LIGHT POLE, COORDINATE WITH ELECTRICAL.17.1.INSTALL 9" FROM BACK OF SIDEWALK OR EDGE OF ASPHALT.17.2.INSTALL LIGHT POLE WITH CONCRETE APRON, SEE DETAIL 4/C2.51.18.UTILITY STRUCTURE, COORDINATE WITH C5.00 SHEETS.19.FROST WALL, SEE DETAIL 9/C2.50.20.FLATWORK REINFORCEMENT, SEE DETAIL 8/C2.51.21.TRANSFORMER, COORDINATE WITH ELECTRICAL.22.CURB TRANSITION, SEE DETAIL 11/C2.50.23.DRAINAGE SWALE WITH INFILTRATION WINDOWS, COORDINATE WITH DRAINAGEPLANS AND LANDSCAPE PLANS.24.SCHOOL ZONE SIGNAL, SEE C6.00 FOR ADDITIONAL INFORMATION.25.CHAIN LINK GATE, WIDTH PER PLAN. MATCH HEIGHT OF ADJACENT FENCE. SEESPECIFICATION SECTION 323113.25.1.DOUBLE HINGE GATE25.2.SINGLE HINGE GATE25.3.ROLLING GATE26.THICKENED EDGE AT CONCRETE FLATWORK, SEE DETAIL 1/C2.51.27.IRRIGATION WELL, SEE IRRIGATION PLAN FOR ADDITIONAL INFORMATION.27.1.WELL PUMP CONTROL PANEL, MAINTAIN MINIMUM 3-FEET CLEAR FROMTRANSFORMER.28.BENCH IN CONCRETE SEAT WALL, SEE SPECIFICATION SECTION 323300 ANDDETAIL 7/C2.51.29.WHITE THERMOPLASTIC CROSSWALK STRIPING PER ACHD STANDARD TRAFFICDETAIL TS-1112.03.30.24" WHITE THERMOPLASTIC STOP BAR PER ACHD STANDARD TRAFFIC DETAILTS-1112.0331.STREET CUT AND SURFACE REPAIR PER ISPWC (ACHD 2017 SUPPLEMENTALDRAWINGS) SD-303.32.TRAFFIC ARROW PER PLAN, SEE DETAIL 5/C2.52.33.24" CONCRETE MOW CURB AT WALL, SEE DETAIL 10/C2.50.34.6" WIDE YELLOW MARKING, SEE SPECIFICATION SECTION 321216.35.FIRE LANE, SHOWN FOR REFERENCE ONLY.36.CONCRETE CURB AT SIDEWALK, REFER TO ISPWC (ACHD 2017 SUPPLEMENTALDRAWINGS) SD-712G.37.FUTURE PORTABLE BUILDING.38.SIGN SHALL HAVE CONCRETE APRON. REFER TO SITE SIGNAGE C2.11- C2.14. SEEDETAILS 6/C2.52 AND 4/C2.51.39.CONCRETE CHANNEL CURB AND GUTTER, SEE DETAIL 7/C2.50.40.SOCCER FIELD SHOWN FOR GRAPHIC PURPOSES ONLY.41.6" WIDE FLUSH CURB WHERE SYNTHETIC TURF MEETS ASPHALT. SEE DETAIL6/C2.51.42.4' ACCESSIBLE VALLEY GUTTER AT LOADING ZONE, SEE DETAIL 2/C2.51.43.CONCRETE DRIVEWAY APPROACH PER ISPWC SD-701A.44.EXISTING GRAVITY IRRIGATION STRUCTURE. CONTRACTOR SHALL ADJUST RIMELEVATION TO MATCH PROPOSED FINISH GRADE.DRAWING NO.:2400 E. Riverwalk DriveBoise, Idaho 83706www.lkvarchitects.com208.336.3443DATE:LKV PROJECT #:1930DRAWN BY:CHECKED BY:BLUE VALLEY ELEMENTARY SCHOOL WEST ADA SCHOOL DISTRICT W. AMERICAN FORK DR. Revisions # Description Date TLG PN: 11919003/31/2020GW/SCDDCZCHorizontal Scale: 020'40'1" = 20'Materials & Keynotes - Area 1File Location:g:\2019\119190\cad\_cd\119190 cd c200 materials and keynotes.dwgLast Plotted By:david duperaultDate Plotted:Tuesday, March 31 2020 at 03:25 PM Area 1Materials & KeynotesC2.01S. SPANISH FORK WAY Sean Conner03/31/2020Sean Conner R/W R/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WMBMBMBMBMBIVIVIVDDSSDSDDDDDSWMTRWMTRWMTRWMTRWVWVWVWVWVEVLTR/W R/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WMBMBMBMBMBIVIVIVDDSSDSDDDDDSWMTRWMTRWMTRWMTRWVWVWVWVWVEVLTVAN MTRMTRDS DSDSVANVANVAN DS DSCOCOCOMWMWAREA 1AREA 2AREA 4AAREA 2588TYP. OF 5TYP. OF 41010101010101011111212121215.215.415.11615.315.11919191919192213.1END13.1BEGIN1414330312932116.1442222181818181818333333334244.1TYP. OF 44.1TYP. OF 42626BEGINEND26BEGIN33915.536362218343434183333361811TYP.11TYP.11TYP.928TYP. OF 228TYP. OF 22020209999991615.31611TYP.11TYP.11TYP.11TYP.11TYP.164.217.117.217.2171717171717.117.217.2331818181811END292929Keynotes:CALLOUT NUMBERS COORDINATEDTO NUMBERED NOTES BELOW.Line LegendHEAVY DUTY ASPHALTPAVING - SEE DETAIL4/C2.50.LIGHT DUTY ASPHALTPAVING - SEE DETAIL4/C2.50.LANDSCAPE AREAS. REFERTO LANDSCAPE PLANSERIES L1.00 FOR MOREINFORMATION.STANDARD CONCRETEFLATWORK - SEE DETAIL1/C2.50.HEAVY DUTY CONCRETEFLATWORK - SEE DETAIL2/C2.50.SYTHETIC SAFETY SURFACE- SEE SPECIFICATIONSECTION 329200 ANDDETAIL 6/C2.51.CATCH CURB AND GUTTER, SEE DETAIL 5/C2.50.REVERSE CURB AND GUTTER, SEE DETAIL 6/C2.50.SAWCUT LINE, PROVIDE A NEAT SAW-CUTLINE WITH A SMOOTH TRANSITION FROMEXISTING MATERIAL TO NEW.4" DEPTH BASE COURSEPER SPECIFICATIONSECTION 321000.COMPACT TO 92% .#CONCRETE SIDEWALK PERISPWC(ACHD 2017SUPPLEMENTAL DRAWING)SD-7096' CHAIN LINK FENCEMaterial Legend4' CHAIN LINK FENCEASPHALT PAVING IN ACHDRIGHT-OF-WAY - SEEDETAIL 4/C2.50.1.BICYCLE RACK, IN-GROUND MOUNT PER MANUFACTURER'S INSTALLATIONINSTRUCTIONS. SEE SPECIFICATION SECTION 323300 AND REFER TO DETAIL1/C2.52 FOR SIMILAR INSTALLATION PROCEDURE.2.SCOOTER/SKATEBOARD RACK, SEE SPECIFICATION SECTION 323300.3.FUTURE MONUMENT SIGN, COORDINATE SLEEVING WITH ELECTRICAL PLANS.INSTALL 24" MOW CURB AROUND SIGN - SEE DETAIL 10/C2.50.4.FIRE HYDRANT, REFER TO UTILITY PLAN C5.01.4.1.HYDRANT BOLLARD PER ISPWC SD-W10 (MERIDIAN SUPPLEMENTALDRAWINGS AND SPECIFICATIONS).4.2.INSTALL HYDRANT WITH CONCRETE APRON. SEE DETAIL 4/C2.51.5.FLAG POLE, SEE SPECIFICATION SECTION 107500.6.4' VALLEY GUTTER, SEE DETAIL 12/C2.50.6.1.VALLEY GUTTER PER ISPWC(ACHD 2017 SUPPLEMENTAL DRAWING) SD-708.7.TRASH ENCLOSURE, PER ARCHITECTURAL PLANS.7.1.CANE BOLT SLEEVE, SEE DETAIL 8/C2.52.8.PARKING BUMPER, SEE DETAIL 3/C2.52.9.6" MOW CURB, SEE DETAIL 5/C2.51.10.ACCESSIBLE PARKING STALL, SEE DETAIL 2/C2.52.11.4" WIDE WHITE ASPHALT MARKING, SEE SPECIFICATION SECTION 321216.12.PEDESTRIAN CROSS WALK STRIPING, SEE DETAIL 4/C2.52.13.CHAIN LINK FENCE, SEE SPECIFICATION SECTION 323113. REFER TO FENCE LEGENDFOR FENCE HEIGHT.13.1.FENCE IN STANDARD CONCRETE FLATWORK, SEE DETAIL 1/C2.52.13.2.FENCE IN ASPHALT PAVEMENT, SEE DETAIL 1/C2.52.13.3.FENCE IN LANDSCAPE, SEE DETAIL 1/C2.52.13.4.FENCE IN 18" MOW CURB, SEE DETAIL 1/C2.52.14.16" H x 24" W CONCRETE SEAT WALL, SEE DETAIL 7/C2.51.15.CONCRETE RAMP PER ISPWC 2017 - DIVISION 70015.1.PEDESTRIAN RAMP, SD-712 (PERPENDICULAR) WITH TRUNCATED DOMES15.2.PEDESTRIAN RAMP, ACHD 2017 SUPPLEMENTAL SD-712 (SKEWED) WITHTRUNCATED DOMES15.3.PEDESTRIAN RAMP - TYPE 1, SEE DETAIL 3/C2.51.15.4.PEDESTRIAN RAMP, SD-712H SIMILAR (H1, DETACHED SIDEWALKS) WITHTRUNCATED DOMES.15.5.PEDESTRIAN RAMP FOR ADA LOADING ZONE, SD-712G SIMILAR (MID-BLOCK)WITH TRUNCATED DOMES.16.TRUNCATED DOMES PER ISPWC 2017 SD-712.17.LIGHT POLE, COORDINATE WITH ELECTRICAL.17.1.INSTALL 9" FROM BACK OF SIDEWALK OR EDGE OF ASPHALT.17.2.INSTALL LIGHT POLE WITH CONCRETE APRON, SEE DETAIL 4/C2.51.18.UTILITY STRUCTURE, COORDINATE WITH C5.00 SHEETS.19.FROST WALL, SEE DETAIL 9/C2.50.20.FLATWORK REINFORCEMENT, SEE DETAIL 8/C2.51.21.TRANSFORMER, COORDINATE WITH ELECTRICAL.22.CURB TRANSITION, SEE DETAIL 11/C2.50.23.DRAINAGE SWALE WITH INFILTRATION WINDOWS, COORDINATE WITH DRAINAGEPLANS AND LANDSCAPE PLANS.24.SCHOOL ZONE SIGNAL, SEE C6.00 FOR ADDITIONAL INFORMATION.25.CHAIN LINK GATE, WIDTH PER PLAN. MATCH HEIGHT OF ADJACENT FENCE. SEESPECIFICATION SECTION 323113.25.1.DOUBLE HINGE GATE25.2.SINGLE HINGE GATE25.3.ROLLING GATE26.THICKENED EDGE AT CONCRETE FLATWORK, SEE DETAIL 1/C2.51.27.IRRIGATION WELL, SEE IRRIGATION PLAN FOR ADDITIONAL INFORMATION.27.1.WELL PUMP CONTROL PANEL, MAINTAIN MINIMUM 3-FEET CLEAR FROMTRANSFORMER.28.BENCH IN CONCRETE SEAT WALL, SEE SPECIFICATION SECTION 323300 ANDDETAIL 7/C2.51.29.WHITE THERMOPLASTIC CROSSWALK STRIPING PER ACHD STANDARD TRAFFICDETAIL TS-1112.03.30.24" WHITE THERMOPLASTIC STOP BAR PER ACHD STANDARD TRAFFIC DETAILTS-1112.0331.STREET CUT AND SURFACE REPAIR PER ISPWC (ACHD 2017 SUPPLEMENTALDRAWINGS) SD-303.32.TRAFFIC ARROW PER PLAN, SEE DETAIL 5/C2.52.33.24" CONCRETE MOW CURB AT WALL, SEE DETAIL 10/C2.50.34.6" WIDE YELLOW MARKING, SEE SPECIFICATION SECTION 321216.35.FIRE LANE, SHOWN FOR REFERENCE ONLY.36.CONCRETE CURB AT SIDEWALK, REFER TO ISPWC (ACHD 2017 SUPPLEMENTALDRAWINGS) SD-712G.37.FUTURE PORTABLE BUILDING.38.SIGN SHALL HAVE CONCRETE APRON. REFER TO SITE SIGNAGE C2.11- C2.14. SEEDETAILS 6/C2.52 AND 4/C2.51.39.CONCRETE CHANNEL CURB AND GUTTER, SEE DETAIL 7/C2.50.40.SOCCER FIELD SHOWN FOR GRAPHIC PURPOSES ONLY.41.6" WIDE FLUSH CURB WHERE SYNTHETIC TURF MEETS ASPHALT. SEE DETAIL6/C2.51.42.4' ACCESSIBLE VALLEY GUTTER AT LOADING ZONE, SEE DETAIL 2/C2.51.43.CONCRETE DRIVEWAY APPROACH PER ISPWC SD-701A.44.EXISTING GRAVITY IRRIGATION STRUCTURE. CONTRACTOR SHALL ADJUST RIMELEVATION TO MATCH PROPOSED FINISH GRADE.DRAWING NO.:2400 E. Riverwalk DriveBoise, Idaho 83706www.lkvarchitects.com208.336.3443DATE:LKV PROJECT #:1930DRAWN BY:CHECKED BY:BLUE VALLEY ELEMENTARY SCHOOL WEST ADA SCHOOL DISTRICT W. AMERICAN FORK DR. Revisions # Description Date TLG PN: 11919003/31/2020GW/SCDDCZCHorizontal Scale: 020'40'1" = 20'Materials & Keynotes - Area 2File Location:g:\2019\119190\cad\_cd\119190 cd c200 materials and keynotes.dwgLast Plotted By:david duperaultDate Plotted:Tuesday, March 31 2020 at 03:26 PM Area 2Materials & KeynotesC2.02S. SPANISH FORK WAY W. AMERICAN FORK DR.S. FARMINGTON A V E Sean Conner03/31/2020Sean Conner -BASIS O F B E A RI N G- R/W R/W R/W R/W R/W IVIVIVIVIVIVIVIVEP EP EP EP EP EP EP EP EP EPEPEP EP EP EP EP EP EPEPEPEPEP EP EPEPEPEPOH P OHPOHPOHPOHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP SIRRIRRIRRTEEMTRG-BASIS O F B E A RI N G- R/W R/W R/W R/W R/W IVIVIVIVIVIVIVIVEP EP EP EP EP EP EP EP EP EPEPEP EP EP EP EP EP EPEPEPEPEP EP EPEPEPEPOH P OHPOHPOHPOHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP SIRRIRRIRRTEEMTRGEP EP EP EP EP EP EP EP EPEPEPEPEPEP EPEPEPEPEPEPEPEPEPEP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EPEPEPEPEPEPEPEPEPEP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP DSDSDSDSDS DSDSDSMWCO AREA 4BAREA 3AREA 4AAREA 3AREA 119191941413.4BEGIN13.2183520'FIRELANE20'FIRELANE20'404.1TYP. OF 41822412323END4.218181838383838383844444444Keynotes:CALLOUT NUMBERS COORDINATEDTO NUMBERED NOTES BELOW.Line LegendHEAVY DUTY ASPHALTPAVING - SEE DETAIL4/C2.50.LIGHT DUTY ASPHALTPAVING - SEE DETAIL4/C2.50.LANDSCAPE AREAS. REFERTO LANDSCAPE PLANSERIES L1.00 FOR MOREINFORMATION.STANDARD CONCRETEFLATWORK - SEE DETAIL1/C2.50.HEAVY DUTY CONCRETEFLATWORK - SEE DETAIL2/C2.50.SYTHETIC SAFETY SURFACE- SEE SPECIFICATIONSECTION 329200 ANDDETAIL 6/C2.51.CATCH CURB AND GUTTER, SEE DETAIL 5/C2.50.REVERSE CURB AND GUTTER, SEE DETAIL 6/C2.50.SAWCUT LINE, PROVIDE A NEAT SAW-CUTLINE WITH A SMOOTH TRANSITION FROMEXISTING MATERIAL TO NEW.4" DEPTH BASE COURSEPER SPECIFICATIONSECTION 321000.COMPACT TO 92% .#CONCRETE SIDEWALK PERISPWC(ACHD 2017SUPPLEMENTAL DRAWING)SD-7096' CHAIN LINK FENCEMaterial Legend4' CHAIN LINK FENCEASPHALT PAVING IN ACHDRIGHT-OF-WAY - SEEDETAIL 4/C2.50.1.BICYCLE RACK, IN-GROUND MOUNT PER MANUFACTURER'S INSTALLATIONINSTRUCTIONS. SEE SPECIFICATION SECTION 323300 AND REFER TO DETAIL1/C2.52 FOR SIMILAR INSTALLATION PROCEDURE.2.SCOOTER/SKATEBOARD RACK, SEE SPECIFICATION SECTION 323300.3.FUTURE MONUMENT SIGN, COORDINATE SLEEVING WITH ELECTRICAL PLANS.INSTALL 24" MOW CURB AROUND SIGN - SEE DETAIL 10/C2.50.4.FIRE HYDRANT, REFER TO UTILITY PLAN C5.01.4.1.HYDRANT BOLLARD PER ISPWC SD-W10 (MERIDIAN SUPPLEMENTALDRAWINGS AND SPECIFICATIONS).4.2.INSTALL HYDRANT WITH CONCRETE APRON. SEE DETAIL 4/C2.51.5.FLAG POLE, SEE SPECIFICATION SECTION 107500.6.4' VALLEY GUTTER, SEE DETAIL 12/C2.50.6.1.VALLEY GUTTER PER ISPWC(ACHD 2017 SUPPLEMENTAL DRAWING) SD-708.7.TRASH ENCLOSURE, PER ARCHITECTURAL PLANS.7.1.CANE BOLT SLEEVE, SEE DETAIL 8/C2.52.8.PARKING BUMPER, SEE DETAIL 3/C2.52.9.6" MOW CURB, SEE DETAIL 5/C2.51.10.ACCESSIBLE PARKING STALL, SEE DETAIL 2/C2.52.11.4" WIDE WHITE ASPHALT MARKING, SEE SPECIFICATION SECTION 321216.12.PEDESTRIAN CROSS WALK STRIPING, SEE DETAIL 4/C2.52.13.CHAIN LINK FENCE, SEE SPECIFICATION SECTION 323113. REFER TO FENCE LEGENDFOR FENCE HEIGHT.13.1.FENCE IN STANDARD CONCRETE FLATWORK, SEE DETAIL 1/C2.52.13.2.FENCE IN ASPHALT PAVEMENT, SEE DETAIL 1/C2.52.13.3.FENCE IN LANDSCAPE, SEE DETAIL 1/C2.52.13.4.FENCE IN 18" MOW CURB, SEE DETAIL 1/C2.52.14.16" H x 24" W CONCRETE SEAT WALL, SEE DETAIL 7/C2.51.15.CONCRETE RAMP PER ISPWC 2017 - DIVISION 70015.1.PEDESTRIAN RAMP, SD-712 (PERPENDICULAR) WITH TRUNCATED DOMES15.2.PEDESTRIAN RAMP, ACHD 2017 SUPPLEMENTAL SD-712 (SKEWED) WITHTRUNCATED DOMES15.3.PEDESTRIAN RAMP - TYPE 1, SEE DETAIL 3/C2.51.15.4.PEDESTRIAN RAMP, SD-712H SIMILAR (H1, DETACHED SIDEWALKS) WITHTRUNCATED DOMES.15.5.PEDESTRIAN RAMP FOR ADA LOADING ZONE, SD-712G SIMILAR (MID-BLOCK)WITH TRUNCATED DOMES.16.TRUNCATED DOMES PER ISPWC 2017 SD-712.17.LIGHT POLE, COORDINATE WITH ELECTRICAL.17.1.INSTALL 9" FROM BACK OF SIDEWALK OR EDGE OF ASPHALT.17.2.INSTALL LIGHT POLE WITH CONCRETE APRON, SEE DETAIL 4/C2.51.18.UTILITY STRUCTURE, COORDINATE WITH C5.00 SHEETS.19.FROST WALL, SEE DETAIL 9/C2.50.20.FLATWORK REINFORCEMENT, SEE DETAIL 8/C2.51.21.TRANSFORMER, COORDINATE WITH ELECTRICAL.22.CURB TRANSITION, SEE DETAIL 11/C2.50.23.DRAINAGE SWALE WITH INFILTRATION WINDOWS, COORDINATE WITH DRAINAGEPLANS AND LANDSCAPE PLANS.24.SCHOOL ZONE SIGNAL, SEE C6.00 FOR ADDITIONAL INFORMATION.25.CHAIN LINK GATE, WIDTH PER PLAN. MATCH HEIGHT OF ADJACENT FENCE. SEESPECIFICATION SECTION 323113.25.1.DOUBLE HINGE GATE25.2.SINGLE HINGE GATE25.3.ROLLING GATE26.THICKENED EDGE AT CONCRETE FLATWORK, SEE DETAIL 1/C2.51.27.IRRIGATION WELL, SEE IRRIGATION PLAN FOR ADDITIONAL INFORMATION.27.1.WELL PUMP CONTROL PANEL, MAINTAIN MINIMUM 3-FEET CLEAR FROMTRANSFORMER.28.BENCH IN CONCRETE SEAT WALL, SEE SPECIFICATION SECTION 323300 ANDDETAIL 7/C2.51.29.WHITE THERMOPLASTIC CROSSWALK STRIPING PER ACHD STANDARD TRAFFICDETAIL TS-1112.03.30.24" WHITE THERMOPLASTIC STOP BAR PER ACHD STANDARD TRAFFIC DETAILTS-1112.0331.STREET CUT AND SURFACE REPAIR PER ISPWC (ACHD 2017 SUPPLEMENTALDRAWINGS) SD-303.32.TRAFFIC ARROW PER PLAN, SEE DETAIL 5/C2.52.33.24" CONCRETE MOW CURB AT WALL, SEE DETAIL 10/C2.50.34.6" WIDE YELLOW MARKING, SEE SPECIFICATION SECTION 321216.35.FIRE LANE, SHOWN FOR REFERENCE ONLY.36.CONCRETE CURB AT SIDEWALK, REFER TO ISPWC (ACHD 2017 SUPPLEMENTALDRAWINGS) SD-712G.37.FUTURE PORTABLE BUILDING.38.SIGN SHALL HAVE CONCRETE APRON. REFER TO SITE SIGNAGE C2.11- C2.14. SEEDETAILS 6/C2.52 AND 4/C2.51.39.CONCRETE CHANNEL CURB AND GUTTER, SEE DETAIL 7/C2.50.40.SOCCER FIELD SHOWN FOR GRAPHIC PURPOSES ONLY.41.6" WIDE FLUSH CURB WHERE SYNTHETIC TURF MEETS ASPHALT. SEE DETAIL6/C2.51.42.4' ACCESSIBLE VALLEY GUTTER AT LOADING ZONE, SEE DETAIL 2/C2.51.43.CONCRETE DRIVEWAY APPROACH PER ISPWC SD-701A.44.EXISTING GRAVITY IRRIGATION STRUCTURE. CONTRACTOR SHALL ADJUST RIMELEVATION TO MATCH PROPOSED FINISH GRADE.DRAWING NO.:2400 E. Riverwalk DriveBoise, Idaho 83706www.lkvarchitects.com208.336.3443DATE:LKV PROJECT #:1930DRAWN BY:CHECKED BY:BLUE VALLEY ELEMENTARY SCHOOL WEST ADA SCHOOL DISTRICT W. AMERICAN FORK DR. Revisions # Description Date TLG PN: 11919003/31/2020GW/SCDDCZCHorizontal Scale: 020'40'1" = 20'Materials & Keynotes - Area 3File Location:g:\2019\119190\cad\_cd\119190 cd c200 materials and keynotes.dwgLast Plotted By:david duperaultDate Plotted:Tuesday, March 31 2020 at 03:26 PM Area 3Materials & KeynotesC2.03S. LINDER RDSean Conner03/31/2020Sean Conner R/WR/WIVIVEP OHP OHP OHP OHP OHP OHP OHP SWVWVWVWVTEFOFOR/WR/WIVIVEP OHP OHP OHP OHP OHP OHP OHP SWVWVWVWVTEFOFOEP EP EP EP EPEPEPEPEP EP EP EP EP EPEPEPEP R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/W R/W R/W R/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/W R/W R/W R/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WIVIVIVX X X SDSDWVWVWMTRWMTRER/WR/W VITREOUS CHINAC_LAVATORYKINGSTONK-2005 VITREOUS CHINAC_LAVATORYKINGSTONK-2005 R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/W R/W R/W R/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/W R/W R/W R/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WIVIVIVX X X SDSDWVWVWMTRWMTRER/WR/WABC D EFGHIJKLMN O P Q R STUVWXYZ12345678910EPEP EP EPEPEPE P E PEPEPE P EP TARGET1261075489325111214151334 21jumprunjumpbalance hopruntip toe34 21VITREOUS CHINAC_LAVATORYKINGSTONK-2005 VITREOUS CHINAC_LAVATORYKINGSTONK-2005 EPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEP EPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPDSDSDSDSDSDSDSDSDSDSCOMWAREA 4BAREA 3AREA 4AAREA 4AAREA 2TYP.1115.215.4191925.14122' WIDTH3031293211376.14END13.225.24.5' WIDTH18181818354320'FIRELANE20'FIRELANE44.1TYP. OF 439341111TYP.9924234.23817.217.11818183838381829Keynotes:CALLOUT NUMBERS COORDINATEDTO NUMBERED NOTES BELOW.Line LegendHEAVY DUTY ASPHALTPAVING - SEE DETAIL4/C2.50.LIGHT DUTY ASPHALTPAVING - SEE DETAIL4/C2.50.LANDSCAPE AREAS. REFERTO LANDSCAPE PLANSERIES L1.00 FOR MOREINFORMATION.STANDARD CONCRETEFLATWORK - SEE DETAIL1/C2.50.HEAVY DUTY CONCRETEFLATWORK - SEE DETAIL2/C2.50.SYTHETIC SAFETY SURFACE- SEE SPECIFICATIONSECTION 329200 ANDDETAIL 6/C2.51.CATCH CURB AND GUTTER, SEE DETAIL 5/C2.50.REVERSE CURB AND GUTTER, SEE DETAIL 6/C2.50.SAWCUT LINE, PROVIDE A NEAT SAW-CUTLINE WITH A SMOOTH TRANSITION FROMEXISTING MATERIAL TO NEW.4" DEPTH BASE COURSEPER SPECIFICATIONSECTION 321000.COMPACT TO 92% .#CONCRETE SIDEWALK PERISPWC(ACHD 2017SUPPLEMENTAL DRAWING)SD-7096' CHAIN LINK FENCEMaterial Legend4' CHAIN LINK FENCEASPHALT PAVING IN ACHDRIGHT-OF-WAY - SEEDETAIL 4/C2.50.1.BICYCLE RACK, IN-GROUND MOUNT PER MANUFACTURER'S INSTALLATIONINSTRUCTIONS. SEE SPECIFICATION SECTION 323300 AND REFER TO DETAIL1/C2.52 FOR SIMILAR INSTALLATION PROCEDURE.2.SCOOTER/SKATEBOARD RACK, SEE SPECIFICATION SECTION 323300.3.FUTURE MONUMENT SIGN, COORDINATE SLEEVING WITH ELECTRICAL PLANS.INSTALL 24" MOW CURB AROUND SIGN - SEE DETAIL 10/C2.50.4.FIRE HYDRANT, REFER TO UTILITY PLAN C5.01.4.1.HYDRANT BOLLARD PER ISPWC SD-W10 (MERIDIAN SUPPLEMENTALDRAWINGS AND SPECIFICATIONS).4.2.INSTALL HYDRANT WITH CONCRETE APRON. SEE DETAIL 4/C2.51.5.FLAG POLE, SEE SPECIFICATION SECTION 107500.6.4' VALLEY GUTTER, SEE DETAIL 12/C2.50.6.1.VALLEY GUTTER PER ISPWC(ACHD 2017 SUPPLEMENTAL DRAWING) SD-708.7.TRASH ENCLOSURE, PER ARCHITECTURAL PLANS.7.1.CANE BOLT SLEEVE, SEE DETAIL 8/C2.52.8.PARKING BUMPER, SEE DETAIL 3/C2.52.9.6" MOW CURB, SEE DETAIL 5/C2.51.10.ACCESSIBLE PARKING STALL, SEE DETAIL 2/C2.52.11.4" WIDE WHITE ASPHALT MARKING, SEE SPECIFICATION SECTION 321216.12.PEDESTRIAN CROSS WALK STRIPING, SEE DETAIL 4/C2.52.13.CHAIN LINK FENCE, SEE SPECIFICATION SECTION 323113. REFER TO FENCE LEGENDFOR FENCE HEIGHT.13.1.FENCE IN STANDARD CONCRETE FLATWORK, SEE DETAIL 1/C2.52.13.2.FENCE IN ASPHALT PAVEMENT, SEE DETAIL 1/C2.52.13.3.FENCE IN LANDSCAPE, SEE DETAIL 1/C2.52.13.4.FENCE IN 18" MOW CURB, SEE DETAIL 1/C2.52.14.16" H x 24" W CONCRETE SEAT WALL, SEE DETAIL 7/C2.51.15.CONCRETE RAMP PER ISPWC 2017 - DIVISION 70015.1.PEDESTRIAN RAMP, SD-712 (PERPENDICULAR) WITH TRUNCATED DOMES15.2.PEDESTRIAN RAMP, ACHD 2017 SUPPLEMENTAL SD-712 (SKEWED) WITHTRUNCATED DOMES15.3.PEDESTRIAN RAMP - TYPE 1, SEE DETAIL 3/C2.51.15.4.PEDESTRIAN RAMP, SD-712H SIMILAR (H1, DETACHED SIDEWALKS) WITHTRUNCATED DOMES.15.5.PEDESTRIAN RAMP FOR ADA LOADING ZONE, SD-712G SIMILAR (MID-BLOCK)WITH TRUNCATED DOMES.16.TRUNCATED DOMES PER ISPWC 2017 SD-712.17.LIGHT POLE, COORDINATE WITH ELECTRICAL.17.1.INSTALL 9" FROM BACK OF SIDEWALK OR EDGE OF ASPHALT.17.2.INSTALL LIGHT POLE WITH CONCRETE APRON, SEE DETAIL 4/C2.51.18.UTILITY STRUCTURE, COORDINATE WITH C5.00 SHEETS.19.FROST WALL, SEE DETAIL 9/C2.50.20.FLATWORK REINFORCEMENT, SEE DETAIL 8/C2.51.21.TRANSFORMER, COORDINATE WITH ELECTRICAL.22.CURB TRANSITION, SEE DETAIL 11/C2.50.23.DRAINAGE SWALE WITH INFILTRATION WINDOWS, COORDINATE WITH DRAINAGEPLANS AND LANDSCAPE PLANS.24.SCHOOL ZONE SIGNAL, SEE C6.00 FOR ADDITIONAL INFORMATION.25.CHAIN LINK GATE, WIDTH PER PLAN. MATCH HEIGHT OF ADJACENT FENCE. SEESPECIFICATION SECTION 323113.25.1.DOUBLE HINGE GATE25.2.SINGLE HINGE GATE25.3.ROLLING GATE26.THICKENED EDGE AT CONCRETE FLATWORK, SEE DETAIL 1/C2.51.27.IRRIGATION WELL, SEE IRRIGATION PLAN FOR ADDITIONAL INFORMATION.27.1.WELL PUMP CONTROL PANEL, MAINTAIN MINIMUM 3-FEET CLEAR FROMTRANSFORMER.28.BENCH IN CONCRETE SEAT WALL, SEE SPECIFICATION SECTION 323300 ANDDETAIL 7/C2.51.29.WHITE THERMOPLASTIC CROSSWALK STRIPING PER ACHD STANDARD TRAFFICDETAIL TS-1112.03.30.24" WHITE THERMOPLASTIC STOP BAR PER ACHD STANDARD TRAFFIC DETAILTS-1112.0331.STREET CUT AND SURFACE REPAIR PER ISPWC (ACHD 2017 SUPPLEMENTALDRAWINGS) SD-303.32.TRAFFIC ARROW PER PLAN, SEE DETAIL 5/C2.52.33.24" CONCRETE MOW CURB AT WALL, SEE DETAIL 10/C2.50.34.6" WIDE YELLOW MARKING, SEE SPECIFICATION SECTION 321216.35.FIRE LANE, SHOWN FOR REFERENCE ONLY.36.CONCRETE CURB AT SIDEWALK, REFER TO ISPWC (ACHD 2017 SUPPLEMENTALDRAWINGS) SD-712G.37.FUTURE PORTABLE BUILDING.38.SIGN SHALL HAVE CONCRETE APRON. REFER TO SITE SIGNAGE C2.11- C2.14. SEEDETAILS 6/C2.52 AND 4/C2.51.39.CONCRETE CHANNEL CURB AND GUTTER, SEE DETAIL 7/C2.50.40.SOCCER FIELD SHOWN FOR GRAPHIC PURPOSES ONLY.41.6" WIDE FLUSH CURB WHERE SYNTHETIC TURF MEETS ASPHALT. SEE DETAIL6/C2.51.42.4' ACCESSIBLE VALLEY GUTTER AT LOADING ZONE, SEE DETAIL 2/C2.51.43.CONCRETE DRIVEWAY APPROACH PER ISPWC SD-701A.44.EXISTING GRAVITY IRRIGATION STRUCTURE. CONTRACTOR SHALL ADJUST RIMELEVATION TO MATCH PROPOSED FINISH GRADE.DRAWING NO.:2400 E. Riverwalk DriveBoise, Idaho 83706www.lkvarchitects.com208.336.3443DATE:LKV PROJECT #:1930DRAWN BY:CHECKED BY:BLUE VALLEY ELEMENTARY SCHOOL WEST ADA SCHOOL DISTRICT W. AMERICAN FORK DR. Revisions # Description Date TLG PN: 11919003/31/2020GW/SCDDCZCHorizontal Scale: 020'40'1" = 20'Materials & Keynotes - Area 4AHorizontal Scale: 020'40'1" = 20'Materials & Keynotes - Area 4BAREA 4B AREA 3AREA 4A File Location:g:\2019\119190\cad\_cd\119190 cd c200 materials and keynotes.dwgLast Plotted By:david duperaultDate Plotted:Tuesday, March 31 2020 at 03:28 PM Area 4Materials & KeynotesC2.04W. AMER ICAN FORK DR .W. AMER ICAN FORK DR .S. LINDER RDS. WOODHOUSE AVESean Conner03/31/2020Sean Conner R/WR/WR/W R/W R/W R/W R/WIVDDS SDIRRWVIRRDNNR/WR/WR/W R/W R/W R/W R/WIVDDS SDIRRWVIRRVAN 34 2134 21MTRMTRDSDS DS DS DSCOCOEPEPEPEPEP EPDS DSCOCOMW MWMWMWAREA 1AREA 2AREA 3 AREA 11189912555535567884MOUNT TOFENCE441010101010101010101010MOUNTTO FENCE1035'48.37'20'29'10'25'40'25'10'12'12'9'TYP.21.5'49.86'17.4 7 '125.47'15.43' 76.48'9'21'35.94'31'36'R30.5'R30.5'R 3 0 . 5 'R20'R5 5 'R55'R20'R 2 'R2'R4.5'TYP.R2'R2 'R30'21.5'(20' FIRELANE)3 1 . 9 4 '18.26'2'10'10.67'16.82'2'43.49'2.1'R10'R67'4.69'4.56'13.88'25.78'0.98'2'8.16'8'2'R67'5 . 0 4 '12.94'23.36'4.24'75.83'42.5'2'36.29'7.1'R20.5'R19.5'R20'27. 0 4 '0.48'5.98'143.32'22.4°'23.82'24.53'273.32'84.67'7'7'28.67'11.91'335.5'10'5'10'10'13'11.33'5'5'43.67'23.63'56.96'4.5'3.25'TYP.28.72'24.75'15.23'35.93'201.19'112.74'6.46'14. 0 4 '56.67'86.66'23.36'23.36'6.5'333.48'3.01'3'5.74'53.74'36.43'23.64'5.6' TYP.2.8'2.87'46.51'11.24'2.87'6.41'50.41'5'8'8'39'123.93'130.58'13.76'9'4.09'89.3'4'15'15'4MOUNT TOFENCER48'6.5'143.95'7.2'25.25'R20'Sign Legend:CALLOUT NUMBERS COORDINATEDTO NUMBERED NOTES BELOW.#BUSUNLOADINGLOADING/18"x 24"ANYTIMENO PARKING5VANACCESSIBLERESERVEDPARKING12" x 6"12" x 18"8PARK IN MARKEDVIOLATING VEHICLES WILL BECITED OR TOWEDIFC SEC. 503NOTICE ALL ROADWAYSARE FIRE LANES18"x 24"STALLS ONLY6VISITORSWELCOMEALLTO OFFICEDURING SCHOOL HOURSPLEASE REPORT18"x 24"4VEHICLESONLYSERVICESERVICE VEHICLESAND FIRE DEPARTMENT BEYOND THIS POINTNO ACCESS18"x 24"1LOADING/ANYTIMENO PARKINGUNLOADINGSTUDENT18"x 24"2GENERAL NOTES:1.REFER TO DETAILS AND MUTCD FOR MORE STANDARD SIGN INFORMATION.2.REFER TO DETAIL 6/C2.52 FOR SIGN POST INSTALLATION.3.REFER TO DETAIL 4/C2.51 FOR CONCRETE APRON INSTALLATION WHEREAPPLICABLE.4.ADA SIGNAGE SHALL BE STATE APPROVED. INSTALL VAN ACCESSIBLE SIGN WHEREAPPLICABLE. REFER TO DETAIL 2/C2.52 FOR LOCATION.30"x 30"7LOADING /UNLOADINGZONEACCESSIBLE18"x 24"3Playground Keynotes:1.FOUR SQUARE, SEE DETAIL 6/C2.53.2.SNAIL PLAYGROUND GRAPHIC, SEE DETAIL 7/C2.53.3.AGILITY TRAIL, SEE DETAIL 5/C2.53.4.TARGET, SEE DETAIL 8/C2.53.5.MAP OF UNITED STATES OF AMERICA, SEE DETAIL 4/C2.53.6.TETHERBALL COURT, SEE DETAILS 1/C2.53 AND 7/C2.52.7.3-POINT BASKETBALL COURT, SEE DETAILS 2/C2.53 AND 7/C2.52.8.FULL BASKETBALL COURT, SEE DETAILS 3/C2.53 AND 7/C2.52.9.BASKETBALL STANDARD, REFER TO SPECIFICATION SECTION 116800 AND DETAIL7/C2.52.10.BLOQX 5, REFER TO SPECIFICATION SECTION 116800.11.DRACO, REFER TO SPECIFICATION SECTION 116800.12.SILBERHORN, REFER TO SPECIFICATION SECTION 116800.13.TRIPLE TOWER, REFER TO SPECIFICATION SECTION 116800.14.REV8F49DA, REFER TO SPECIFICATION SECTION 116800.#18"x 24"9ADDITIONAL SIGN KEYNOTES:11.REINSTALL SALVAGED "NO PARKING" SIGN IN THIS LOCATION. REFER TO KEYNOTE 1,SHEET C1.10.12" x 18"FIRE LANEPARKINGNO10DRAWING NO.:2400 E. Riverwalk DriveBoise, Idaho 83706www.lkvarchitects.com208.336.3443DATE:LKV PROJECT #:1930DRAWN BY:CHECKED BY:BLUE VALLEY ELEMENTARY SCHOOL WEST ADA SCHOOL DISTRICT W. AMERICAN FORK DR. Revisions # Description Date TLG PN: 11919003/31/2020GW/SCDDCZCHorizontal Scale: 020'40'1" = 20'Site Layout - Area 1File Location:g:\2019\119190\cad\_cd\119190 cd c210 layout.dwgLast Plotted By:david duperaultDate Plotted:Tuesday, March 31 2020 at 03:30 PM Area 1Site LayoutC2.11S. SPANISH FORK WAY Sean Conner03/31/2020Sean Conner R/W R/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WMBMBMBMBMBIVIVIVDDSSDSDDDDDSWMTRWMTRWMTRWMTRWVWVWVWVWVEVLTDNNR/W R/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WMBMBMBMBMBIVIVIVDDSSDSDDDDDSWMTRWMTRWMTRWMTRWVWVWVWVWVEVLTVAN MTRMTRDS DSDSVANVANVAN DS DSCOCOCOMWMWAREA 1AREA 2AREA 4A AREA 2 2322445567888108MOUNT TOFENCEMOUNT TOFENCEMOUNT TOFENCEMOUNT TOFENCEMOUNT TOFENCE884410MOUNT TOFENCE10MOUNTTO FENCE101010101010101017.4 7 ' 20' 10' 25.01' 9.47' 12'35'20' 25' 40' 25' 20'9'TYP.28.89' 27.75'9'TYP.8.22'36'27.73'14.25'31' 15. 5 ' 15.5 '9.8'40'25'20'25'R12'R30'R2'R55'R20'R100. 5 'R2'R2 'R2'R12'R30'R4.5'TYP.R4.5'TYP.R4.5 'TYP.R2' R274 . 6 2 ' R269'R5'R4 . 5 ' T YP .R2'TYP.R2'R15'R30.5'R3 0 . 5 'R15'R 4 . 5 ' R 4 . 5 ' T Y P .R4'R 4 . 5 ' T Y P . 10' 13' 8' 12' 5.61' 10.8'MOUNT TOPOLE14.36'14.36'14.92'14.92'115.2°'64.8°'115.2°'64 .8 ° '13.42'31.9'16.67'15.3'18.75'33.21'21.71'2' TYP.2' TYP.4.96' TYP.4.08' TYP.2.96' TYP.4.75' TYP.3 1 . 9 4 '18.26'2'10'10.67'16.82'2'43.49'2.1'2'114'7.68'27.54'R10'R67'4.69'4.56'13.88'25.78'0.98'2'8.16'8'2'R67'5 . 04 '12.94'23.36'4.24'75.83'42.5'86.66'8'8'39'123.93'100'13.76'94.67'9' 15.8'8.5'R10'6.5'64'18'6'8.2 5 ' 2.7 5 ' 2' 1.25 '6'10.97'9.61'R314'28.85'12.12'R293. 2 5 ' 36'53.23'R334' 31'64.78'30.89'112.6'104.33'60.35'6'7.66' 5.3'70.48'37.41'R37 9 '108'35'17.8'18.84'5'22.01'14.75'9.48'24.67'4' 6.54'173.5°'176.8°'178°'155.9°'113.3°'27.93'10.47'28.44' 28.9 2 '1.32 '0.86'9.53'13.26'13.26'26.91'2.99'25'20.96'9.61'30.95'15.5'R135.5'114.11'R379'14.38'15.53'R48'6.5'45.82'18.13'R48'3'3'141.93'118.41'143.95'6'6'7.2'6.17'25.25'R20'Sign Legend:CALLOUT NUMBERS COORDINATEDTO NUMBERED NOTES BELOW.#BUSUNLOADINGLOADING/18"x 24"ANYTIMENO PARKING5VANACCESSIBLERESERVEDPARKING12" x 6"12" x 18"8PARK IN MARKEDVIOLATING VEHICLES WILL BECITED OR TOWEDIFC SEC. 503NOTICE ALL ROADWAYSARE FIRE LANES18"x 24"STALLS ONLY6VISITORSWELCOMEALLTO OFFICEDURING SCHOOL HOURSPLEASE REPORT18"x 24"4VEHICLESONLYSERVICESERVICE VEHICLESAND FIRE DEPARTMENT BEYOND THIS POINTNO ACCESS18"x 24"1LOADING/ANYTIMENO PARKINGUNLOADINGSTUDENT18"x 24"2GENERAL NOTES:1.REFER TO DETAILS AND MUTCD FOR MORE STANDARD SIGN INFORMATION.2.REFER TO DETAIL 6/C2.52 FOR SIGN POST INSTALLATION.3.REFER TO DETAIL 4/C2.51 FOR CONCRETE APRON INSTALLATION WHEREAPPLICABLE.4.ADA SIGNAGE SHALL BE STATE APPROVED. INSTALL VAN ACCESSIBLE SIGN WHEREAPPLICABLE. REFER TO DETAIL 2/C2.52 FOR LOCATION.30"x 30"7LOADING /UNLOADINGZONEACCESSIBLE18"x 24"3Playground Keynotes:1.FOUR SQUARE, SEE DETAIL 6/C2.53.2.SNAIL PLAYGROUND GRAPHIC, SEE DETAIL 7/C2.53.3.AGILITY TRAIL, SEE DETAIL 5/C2.53.4.TARGET, SEE DETAIL 8/C2.53.5.MAP OF UNITED STATES OF AMERICA, SEE DETAIL 4/C2.53.6.TETHERBALL COURT, SEE DETAILS 1/C2.53 AND 7/C2.52.7.3-POINT BASKETBALL COURT, SEE DETAILS 2/C2.53 AND 7/C2.52.8.FULL BASKETBALL COURT, SEE DETAILS 3/C2.53 AND 7/C2.52.9.BASKETBALL STANDARD, REFER TO SPECIFICATION SECTION 116800 AND DETAIL7/C2.52.10.BLOQX 5, REFER TO SPECIFICATION SECTION 116800.11.DRACO, REFER TO SPECIFICATION SECTION 116800.12.SILBERHORN, REFER TO SPECIFICATION SECTION 116800.13.TRIPLE TOWER, REFER TO SPECIFICATION SECTION 116800.14.REV8F49DA, REFER TO SPECIFICATION SECTION 116800.#18"x 24"9ADDITIONAL SIGN KEYNOTES:11.REINSTALL SALVAGED "NO PARKING" SIGN IN THIS LOCATION. REFER TO KEYNOTE 1,SHEET C1.10.12" x 18"FIRE LANEPARKINGNO10DRAWING NO.:2400 E. Riverwalk DriveBoise, Idaho 83706www.lkvarchitects.com208.336.3443DATE:LKV PROJECT #:1930DRAWN BY:CHECKED BY:BLUE VALLEY ELEMENTARY SCHOOL WEST ADA SCHOOL DISTRICT W. AMERICAN FORK DR. Revisions # Description Date TLG PN: 11919003/31/2020GW/SCDDCZCHorizontal Scale: 020'40'1" = 20'Site Layout - Area 2File Location:g:\2019\119190\cad\_cd\119190 cd c210 layout.dwgLast Plotted By:david duperaultDate Plotted:Tuesday, March 31 2020 at 03:30 PM Area 2Site LayoutC2.12S. SPANISH FORK WAY W. AMERICAN FORK DR.S. FARMINGTON A V E Sean Conner03/31/2020Sean Conner -BASIS O F B E A RI N G- R/W R/W R/W R/W R/W IVIVIVIVIVIVIVIVEP EP EP EP EP EP EP EP EP EPEPEP EP EP EP EP EP EPEPEPEPEP EP EPEPEPEPOH P OHPOHPOHPOHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP SIRRIRRIRRTEEMTRG-BASIS O F B E A RI N G- R/W R/W R/W R/W R/W IVIVIVIVIVIVIVIVEP EP EP EP EP EP EP EP EP EPEPEP EP EP EP EP EP EPEPEPEPEP EP EPEPEPEPOH P OHPOHPOHPOHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP SIRRIRRIRRTEEMTRGEP EP EP EP EP EP EP EP EPEPEPEPEPEP EPEPEPEPEPEPEPEPEPEP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EPEPEPEPEPEPEPEPEPEP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP DSDSDSDSDS DSDSDSMWCO AREA 4BAREA 3AREA 4AAREA 3AREA 1 666777999101112510101010101025.12 '7.61'3.06'42.26 '5.05 '20'FIRELANE 20'FIRELANE21.5'(20' FIRELANE)10'10'20.3'20.3'5'5'66.7'66.29'18.13'17.83'108.6'135°'135°'135°'135°'90°'90°'17.53'TYP. OF 216.94'37.02 ' 38. 4 1 '38.41'38.41'60°'TYP.37.52'45.85 '51.44 '11'14.14'155'344.08'11' R49.5'8.48'142.04'93.03'R48'164.97 '375.74'5'5'17.5'26.58'122.83 '11.73'366.33'5'94.05' SWALE79.09' SWALESign Legend:CALLOUT NUMBERS COORDINATEDTO NUMBERED NOTES BELOW.#BUSUNLOADINGLOADING/18"x 24"ANYTIMENO PARKING5VANACCESSIBLERESERVEDPARKING12" x 6"12" x 18"8PARK IN MARKEDVIOLATING VEHICLES WILL BECITED OR TOWEDIFC SEC. 503NOTICE ALL ROADWAYSARE FIRE LANES18"x 24"STALLS ONLY6VISITORSWELCOMEALLTO OFFICEDURING SCHOOL HOURSPLEASE REPORT18"x 24"4VEHICLESONLYSERVICESERVICE VEHICLESAND FIRE DEPARTMENT BEYOND THIS POINTNO ACCESS18"x 24"1LOADING/ANYTIMENO PARKINGUNLOADINGSTUDENT18"x 24"2GENERAL NOTES:1.REFER TO DETAILS AND MUTCD FOR MORE STANDARD SIGN INFORMATION.2.REFER TO DETAIL 6/C2.52 FOR SIGN POST INSTALLATION.3.REFER TO DETAIL 4/C2.51 FOR CONCRETE APRON INSTALLATION WHEREAPPLICABLE.4.ADA SIGNAGE SHALL BE STATE APPROVED. INSTALL VAN ACCESSIBLE SIGN WHEREAPPLICABLE. REFER TO DETAIL 2/C2.52 FOR LOCATION.30"x 30"7LOADING /UNLOADINGZONEACCESSIBLE18"x 24"3Playground Keynotes:1.FOUR SQUARE, SEE DETAIL 6/C2.53.2.SNAIL PLAYGROUND GRAPHIC, SEE DETAIL 7/C2.53.3.AGILITY TRAIL, SEE DETAIL 5/C2.53.4.TARGET, SEE DETAIL 8/C2.53.5.MAP OF UNITED STATES OF AMERICA, SEE DETAIL 4/C2.53.6.TETHERBALL COURT, SEE DETAILS 1/C2.53 AND 7/C2.52.7.3-POINT BASKETBALL COURT, SEE DETAILS 2/C2.53 AND 7/C2.52.8.FULL BASKETBALL COURT, SEE DETAILS 3/C2.53 AND 7/C2.52.9.BASKETBALL STANDARD, REFER TO SPECIFICATION SECTION 116800 AND DETAIL7/C2.52.10.BLOQX 5, REFER TO SPECIFICATION SECTION 116800.11.DRACO, REFER TO SPECIFICATION SECTION 116800.12.SILBERHORN, REFER TO SPECIFICATION SECTION 116800.13.TRIPLE TOWER, REFER TO SPECIFICATION SECTION 116800.14.REV8F49DA, REFER TO SPECIFICATION SECTION 116800.#18"x 24"9ADDITIONAL SIGN KEYNOTES:11.REINSTALL SALVAGED "NO PARKING" SIGN IN THIS LOCATION. REFER TO KEYNOTE 1,SHEET C1.10.12" x 18"FIRE LANEPARKINGNO10DRAWING NO.:2400 E. Riverwalk DriveBoise, Idaho 83706www.lkvarchitects.com208.336.3443DATE:LKV PROJECT #:1930DRAWN BY:CHECKED BY:BLUE VALLEY ELEMENTARY SCHOOL WEST ADA SCHOOL DISTRICT W. AMERICAN FORK DR. Revisions # Description Date TLG PN: 11919003/31/2020GW/SCDDCZCHorizontal Scale: 020'40'1" = 20'Site Layout - Area 3File Location:g:\2019\119190\cad\_cd\119190 cd c210 layout.dwgLast Plotted By:david duperaultDate Plotted:Tuesday, March 31 2020 at 03:31 PM Area 3Site LayoutC2.13S. LINDER RDSean Conner03/31/2020Sean Conner R/WR/WIVIVEP OHP OHP OHP OHP OHP OHP OHP SWVWVWVWVTEFOFOR/WR/WIVIVEP OHP OHP OHP OHP OHP OHP OHP SWVWVWVWVTEFOFOEP EP EP EP EPEPEPEPEP EP EP EP EP EPEPEPEP20.04'25.06 ' 14.18' 14.18'R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/W R/W R/W R/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/W R/W R/W R/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WIVIVIVX X X SDSDWVWVWMTRWMTRER/WR/W VITREOUS CHINAC_LAVATORYKINGSTONK-2005 VITREOUS CHINAC_LAVATORYKINGSTONK-2005 R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/W R/W R/W R/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/W R/W R/W R/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WIVIVIVX X X SDSDWVWVWMTRWMTRER/WR/WABC D EFGHIJKLMN O P Q R STUVWXYZ12345678910EPEP EP EPEPEPE P E PEPEPE P EP TARGET1261075489325111214151334 21jumprunjumpbalance hopruntip toe34 21VITREOUS CHINAC_LAVATORYKINGSTONK-2005 VITREOUS CHINAC_LAVATORYKINGSTONK-2005 EPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEP EPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPDSDSDSDSDSDSDSDSDSDSCOMWAREA 4BAREA 3AREA 4AAREA 4AAREA 2 1123461314126MOUNT TOFENCE4MOUNT TOFENCE7111010101025'10'9.47'28.82'20'8.22'35'20'FIRELANER100.5'R55' R30.5 'R30.5'R15'R5'R4.5'R4.5'TYP.R4'R2'R4.5'TYP.10'10'5'5'65.6'42.14'358.17 '14.14'25.29 '19.28'20.7°'110.7°'5'15.95'R78.5 '11'18.26'2'10'93.03'R48'1 4 8 . 5 9 ' 10.59'21.36'R69.5'9'3.97'56.87'4'37.74 '8'3.42'3.38'3.68'7.85'2.99'88.41'26.43'5'388.71 '37.06'2.3'18.68'R70.5'20'20'25'67.14'20.96'46.25'30.14'9.61'30.95'15.5'4.03'R135.5'R308.96'R334.02'2.85'18.51'114.02'R379'14.95'15.53'15.53'14.64'79.09' SWALE1 4 3 . 5 8 ' SW A L E 42.7 8 ' S W A L E16.16'11.49'25.74'TYP. OF 233.82'54.27'15.37'56.38'2 5 . 5 6 '10Sign Legend:CALLOUT NUMBERS COORDINATEDTO NUMBERED NOTES BELOW.#BUSUNLOADINGLOADING/18"x 24"ANYTIMENO PARKING5VANACCESSIBLERESERVEDPARKING12" x 6"12" x 18"8PARK IN MARKEDVIOLATING VEHICLES WILL BECITED OR TOWEDIFC SEC. 503NOTICE ALL ROADWAYSARE FIRE LANES18"x 24"STALLS ONLY6VISITORSWELCOMEALLTO OFFICEDURING SCHOOL HOURSPLEASE REPORT18"x 24"4VEHICLESONLYSERVICESERVICE VEHICLESAND FIRE DEPARTMENT BEYOND THIS POINTNO ACCESS18"x 24"1LOADING/ANYTIMENO PARKINGUNLOADINGSTUDENT18"x 24"2GENERAL NOTES:1.REFER TO DETAILS AND MUTCD FOR MORE STANDARD SIGN INFORMATION.2.REFER TO DETAIL 6/C2.52 FOR SIGN POST INSTALLATION.3.REFER TO DETAIL 4/C2.51 FOR CONCRETE APRON INSTALLATION WHEREAPPLICABLE.4.ADA SIGNAGE SHALL BE STATE APPROVED. INSTALL VAN ACCESSIBLE SIGN WHEREAPPLICABLE. REFER TO DETAIL 2/C2.52 FOR LOCATION.30"x 30"7LOADING /UNLOADINGZONEACCESSIBLE18"x 24"3Playground Keynotes:1.FOUR SQUARE, SEE DETAIL 6/C2.53.2.SNAIL PLAYGROUND GRAPHIC, SEE DETAIL 7/C2.53.3.AGILITY TRAIL, SEE DETAIL 5/C2.53.4.TARGET, SEE DETAIL 8/C2.53.5.MAP OF UNITED STATES OF AMERICA, SEE DETAIL 4/C2.53.6.TETHERBALL COURT, SEE DETAILS 1/C2.53 AND 7/C2.52.7.3-POINT BASKETBALL COURT, SEE DETAILS 2/C2.53 AND 7/C2.52.8.FULL BASKETBALL COURT, SEE DETAILS 3/C2.53 AND 7/C2.52.9.BASKETBALL STANDARD, REFER TO SPECIFICATION SECTION 116800 AND DETAIL7/C2.52.10.BLOQX 5, REFER TO SPECIFICATION SECTION 116800.11.DRACO, REFER TO SPECIFICATION SECTION 116800.12.SILBERHORN, REFER TO SPECIFICATION SECTION 116800.13.TRIPLE TOWER, REFER TO SPECIFICATION SECTION 116800.14.REV8F49DA, REFER TO SPECIFICATION SECTION 116800.#18"x 24"9ADDITIONAL SIGN KEYNOTES:11.REINSTALL SALVAGED "NO PARKING" SIGN IN THIS LOCATION. REFER TO KEYNOTE 1,SHEET C1.10.12" x 18"FIRE LANEPARKINGNO10DRAWING NO.:2400 E. Riverwalk DriveBoise, Idaho 83706www.lkvarchitects.com208.336.3443DATE:LKV PROJECT #:1930DRAWN BY:CHECKED BY:BLUE VALLEY ELEMENTARY SCHOOL WEST ADA SCHOOL DISTRICT W. AMERICAN FORK DR. Revisions # Description Date TLG PN: 11919003/31/2020GW/SCDDCZCHorizontal Scale: 020'40'1" = 20'Site Layout - Area 4AHorizontal Scale: 020'40'1" = 20'Site Layout - Area 4BAREA 4B AREA 3AREA 4A File Location:g:\2019\119190\cad\_cd\119190 cd c210 layout.dwgLast Plotted By:david duperaultDate Plotted:Tuesday, March 31 2020 at 03:32 PM Area 4Site LayoutC2.14W. AMER ICAN FORK DR .W. AMER ICAN FORK DR .S. LINDER RDS. WOODHOUSE AVESean Conner03/31/2020Sean Conner DRAWING NO.:2400 E. Riverwalk DriveBoise, Idaho 83706www.lkvarchitects.com208.336.3443DATE:LKV PROJECT #:1930DRAWN BY:CHECKED BY:BLUE VALLEY ELEMENTARY SCHOOL WEST ADA SCHOOL DISTRICT W. AMERICAN FORK DR. Revisions # Description Date TLG PN: 11919003/31/2020GW/SCDDCZCFile Location:g:\2019\119190\cad\_cd\119190 cd c250 site details.dwgLast Plotted By:david duperaultDate Plotted:Tuesday, March 31 2020 at 04:17 PM C2.50Site DetailsNOTES:1.SEE SPECIFICATION SECTION 321313.2.SEE LAYOUT PLANS FOR JOINT PATTERN AND LOCATION.3.USE ISOLATION JOINTS AT ALL LOCATIONS WHERE DIFFERENTIAL MOVEMENT BETWEEN THE PAVEMENT AND A STRUCTURE MAYOCCUR.4.PROVIDE ISOLATION JOINT AT ALL ELECTRICAL FIXTURE BASES AND UTILITY STRUCTURES UNLESS NOTED OTHERWISE.5.JOINT SEALANT TO ONLY BE INSTALLED ADJACENT TO BUILDING.CONTRACTION JOINTCONCRETE FLATWORKTOOLED JOINT. 12" RADIUS TYPICALNON-SEALED ISOLATION JOINTCONCRETE FLATWORKJOINT FILLER NO REMOVABLE PLASTIC JOINT CAP - SEESPECIFICATION SECTION 321313HOLD JOINT FILLER 18" BELOW SURFACE OF CONCRETE, NOSEALANT. 12" RADIUS TYPICAL.SEALED ISOLATION JOINT1/2"1/4"JOINT SEALANT-SEE SPECIFICATION SECTION 321313. 12"RADIUS TYPICAL.JOINT FILLER WITH REMOVABLE PLASTIC JOINT CAP - SEESPECIFICATION SECTION 321313CONCRETE FLATWORKVERTICAL STRUCTURE OR OBJECT1/2"1"Scale: 1-1/2" = 1'Concrete Control Joints3NOTES:1.JOINTS SHALL BE SPACED EVENLY THROUGHOUT LENGTH OF WALK, AS SHOWN ON DRAWINGS.2.SEE SPECIFICATION SECTION 321313.SEALED ISOLATION JOINT - SEEDETAIL 3/C2.50.VERTICAL STRUCTURE OR OBJECT4" DEPTH CONCRETE1/2" RADIUS6" DEPTH, BASE COURSE PERSPECIFICATION SECTION 312000SUBBASE COURSE PERSPECIFICATIONS SECTION 312000.DEPTH AS REQUIRED.SUBGRADE PER SPECIFICATIONSECTION 312000.BROOM FINISHCONTRACTION JOINT -SEE DETAIL 3/C2.50.Scale: 1" = 1'Standard Concrete Flatwork1NOTES:1.JOINTS SHALL BE SPACED EVENLY THROUGHOUT LENGTH OF WALK, AS SHOWN ON DRAWINGS.2.SEE SPECIFICATION SECTION 321313.SEALED ISOLATION JOINT - SEEDETAIL 3/C2.50.VERTICAL STRUCTURE OR OBJECT6" DEPTH CONCRETE1/2" RADIUS6" DEPTH, BASE COURSE PERSPECIFICATION SECTION 312000SUBBASE COURSE PERSPECIFICATIONS SECTION 312000.DEPTH AS REQUIRED.SUBGRADE PER SPECIFICATIONSECTION 312000.BROOM FINISHCONTRACTION JOINT -SEE DETAIL 3/C2.50.NO. 4 BAR AT 12" O.C. BOTH WAYSCENTERED IN SLABSUPPORT CENTER WITH DOBIES ASREQUIRED.2Heavy Duty Concrete FlatworkScale: 1" = 1'6"18"1" BATTER5-3/4"12-1/2"6"5"1-1/2"R 1/2"R 1"R 1/2"R3-1/2"±1/2"NOTES:1.CONTRACTION JOINTS AT 10' INTERVALS MAXIMUM (OR CONSISTENT WITH 2X SIDEWALK WIDTH FOR CONTRACTION JOINTS).ASPHALT PAVEMENTPER PLANS4" DEPTH OF BASE COURSE PERSPECIFICATION SECTION 312000Scale: 1" = 1'Catch Pan Curb and Gutter51.5'(2) #3 HORIZONTAL REBAR AT16" O.C., CONTINUOUS.BUILDING, STRUCTURE OR OBJECT#3 VERTICAL REBAR AT 16" O.C.STANDARD CONCRETE FLATWORK,SEE DETAIL 1/C2.50.NON-SEALED ISOLATION JOINT,SEE DETAIL 3/C2.50.WIDTH VARIES, SEE PLANSSEALED ISOLATION JOINT,SEE DETAIL 3/C2.50.6"6"2'1.04'DOWEL, SEENOTE NO. 1.PIPE BEDDING COURSESEE SPECIFICATION SECTION 312000.SUBGRADE, PER SPECIFICATIONSECTION 312000.NOTES:1.24-IN LONG 1/2-IN DIA. SMOOTH BAR EMBEDDED 6-IN INTO STEM WALL AT 18-IN O.C. AT ALL DOORS. DRILL STEM WALL FORTIGHT FIT, NO EPOXY.CONTRACTION JOINT, SEE DETAIL3/C2.50.Scale: 1" = 1'Concrete Flatwork with Frost Wall9NOTES:1.CONTRACTION JOINTS AT 10' INTERVALS MAXIMUM (OR CONSISTENT WITH 2X SIDEWALK WIDTH FOR CONTRACTION JOINTS).6"18"6-1/2" 3/4" 5-3/4" 12-1/2" R 1 "R1/2"R 3 - 1 / 2 " ± 1 / 2 " R 1 / 2 "ASPHALT PAVEMENTPER PLANS4" DEPTH OF BASE COURSE PERSPECIFICATION SECTION 312000Scale: 1" = 1'Reverse Pan Curb and Gutter66" DEPTH OF BASE COURSE SEE SPECIFICATIONSECTION 31 20 008" CONCRETE SLAB.4'-0"2'-0"R1/2"R1/2"1-1/2"2'-0"NOTES:1.CONTRACTION JOINTS AT 10' O.C.ASPHALT FLUSH ATCONCRETE EDGE#4 BAR AT 12" O.C.#4 BAR AT 24" O.C.SUBBASE COURSE PER SPECIFICATION SECTION31 20 00. DEPTH AS REQUIRED.SUBGRADE PER SPECIFICATION SECTION 31 20 00.124-FT Concrete Valley GutterScale: 1" = 1'CURB AND CUTTERPER MATERIALS PLAN4-INCH DEPTH CRUSHEDAGGREGATE BASE. SEESPECIFICATION SECTION 3120 00.TRANSI T ION SECT ION5'Scale: NTSCurb Transition11STANDARD CONCRETE FLATWORK PERDETAIL 1/C2.50.1-1/2" FINISH GRADE SOD AREAS, 1"FINISH GRADE SOD/SEED PERLANDSCAPE PLAN.2'SLOPE 2%TOPSOIL AS SPECIFIEDSEALED ISOLATIONJOINT PER DETAIL3/C2.50STRUCTURE WALLS OR OTHER FEATURE.REFER TO PLANS FOR CONDITIONS.R1/2 "Scale: 1" = 1'24" Mow Curb10NOTES:1.CONTRACTION JOINTS AT 10' INTERVALS MAXIMUM (OR CONSISTENT WITH 2X SIDEWALK WIDTH FOR CONTRACTION JOINTS).10"ASPHALT PAVEMENTPER PLANS4" DEPTH OF BASE COURSE PERSPECIFICATION SECTION 3120003/4" 3-1/4" R 1 / 2 "R1/4"R9" R8 "2'6"6"8Reverse Pan Rolled Curb and GutterScale: 1" = 1'AB ASPHALT PAVINGBASE COURSESUBBASE COURSESUBGRADENOTE:1.NON-CONTAINED EDGES SHALL BE CLEAN AND STRAIGHT. HAND TAMP TO PROVIDE A 45° EDGE.2.REFER TO GEOTECHNICAL REPORT B200331g_geotech FOR MORE INFORMATION.3.FOR ALL PAVEMENT OUTSIDE THE RIGHT-OF-WAY, REFER TO SPECIFICATION SECTION 32 12 16 FOR ASPHALT PAVEMENT, SECTION31 20 00 FOR BASE COURSE, AND SECTION 31 20 00 FOR SUBBASE AND PREPARED SUBGRADE.4.CONSTRUCT ALL PAVEMENT (INCLUDING DRIVEWAY APPROACHES AND UTILITY CUT STREET REPAIRS) WITHIN ACHDRIGHT-OF-WAY TO MATCH EXISTING STREET PAVEMENT SECTION OR TO USE THE FOLLOWING: SP-3, 0.50-INCH (1/2") MIX, PG 64-28THREE INCHES THICK, WITH 4" OF 3/4" BASE, AND 20" OF 6" MINUS PIT RUN. USE WHATEVER PAVEMENT SECTION IS GREATER.C PAVEMENT SECTION TABLEPAVEMENT SECTIONA (ASPHALT PAVING)B (BASE COURSE)C (SUBBASE COURSE)D (SUBGRADE)SITE (LIGHT DUTY)2.5 INCHES4 INCHES8 INCHESSEE GEOTECH REPORTSITE (HEAVY DUTY)3 INCHES4 INCHES10 INCHESSEE GEOTECH REPORTACHD ROW3 INCHES4 INCHES20 INCHESN/ADScale: NTSAsphalt Pavement Section4NOTE:1.CONTRACTION JOINTS AT 10' INTERVALS MAXIMUM (OR CONSISTENT WITH SIDEWALK JOINTS) .6"18"6"16"R1/2"R 1 " R 3 - 1 / 2 "±1 / 2 "R3-1/2"±1/2"SLOPEFINISH GRADE4" DEPTH, BASE COURSE PERSPECIFICATION SECTION 312000.SUBGRADE PER SPECIFICATIONSECTION 312000.Scale: 1" = 1'Channel Curb and Gutter7Sean Conner03/31/2020Sean Conner DRAWING NO.:2400 E. Riverwalk DriveBoise, Idaho 83706www.lkvarchitects.com208.336.3443DATE:LKV PROJECT #:1930DRAWN BY:CHECKED BY:BLUE VALLEY ELEMENTARY SCHOOL WEST ADA SCHOOL DISTRICT W. AMERICAN FORK DR. Revisions # Description Date TLG PN: 11919003/31/2020GW/SCDDCZCFile Location:g:\2019\119190\cad\_cd\119190 cd c250 site details.dwgLast Plotted By:david duperaultDate Plotted:Tuesday, March 31 2020 at 04:17 PM C2.51Site DetailsSECTIONPLANUTILITY STRUCTURE - SHOWN FORREFERENCE ONLY. REFER TO UTILITYPLAN FOR MORE INFORMATION.CONCRETE FLATWORK PER PLAN.#3 REBAR6"6"#3 REBARUTILITY STRUCTURE.SIZE VARIES.6"6"3" (TYP.)3" (TYP.)24"#3 REBARCONCRETE FLATWORK PER PLAN.6" TYP.6"TYP.3" (TYP.)NO. 3 REBARLIGHT POLE BASE PERELECTRICALCONCRETE FLATWORK PER PLAN.EDGE OF FLATWORK12"CONTRACTION JOINT PER DETAIL3/C2.50CONCRETE FLATWORK PER PLAN.COLD JOINTNON-SEALED ISOLATIONJOINT PER DETAIL 3/C2.50.CONTRACTION JOINTPER DETAIL 3/C2.50REINFORCEMENT AT BUILDING COLUMN, SCALE: 1/4" = 1'REINFORCEMENT AT LIGHT POLE, SCALE: 1/4" = 1'REINFORCEMENT AT STRUCTURE, SCALE: 1" = 1'Scale: NTSFlatwork Reinforcement8SURFACING PER PLANSCOMPACTED SUBGRADECONCRETE FLATWORK PER PLANS,INSTALL 12" x 8" THICKENED EDGEAT LOCATIONS SHOWN ON PLANSBASE COURSE PER SPECIFICATIONSECTION 3120004"8"8"NO. 4 BAR CENTERED INTHICKENED EDGEScale: 1" = 1' Concrete Flatwork Thickened Edge1ASTM C33 FILTER SAND DRAINAGE WINDOW.SIZE PER DRAINAGE PLAN. DEPTH AS REQUIREDTO EXTEND 12" INTO NATIVE FREE DRAININGMATERIAL.GEOTEXTILE DRAINAGE FABRIC PERSPECIFICATION SECTION 31 20 00. WRAP SIDES.6" X 14" RIBBON CURB W/NO. 3 CONTINUOUS BAR.6" MIN DEPTH DRAINAGE COURSE PERSPECIFICATION SECTION 31 20 00.SUBBASE COURSE PER SPECIFICATION SECTION31 20 00. DEPTH AS REQUIRED. SLOPE AT 2%FROM ALL EDGES TO DRAIN WINDOW.FINISH SURFACEPER PLANS.14"NOTES:1.ALL EXPOSED EDGES OF RIBBON CURB SHALL HAVE 1/2" RADIUS.2.ALL BAR SHALL BE CONTINUOUS NO. 3 BAR.3.BASE MUST BE INSPECTED BY LANDSCAPE ARCHITECT PRIOR TOTURF PLACEMENT.4"6"SYNTHETIC TURF - SEE SPECIFICATIONSECTION 32 18 161x4 TREX NAILER BOARDGEOTEXTILE DRAINAGE FABRIC PERSPECIFICATION SECTION 31 20 00.COORDINATE WITH GRADING ANDDRAINAGE PLANS FOR EXACT DEPTH.FOAM PAD- SEE SPECIFICATIONSECTION 32 18 16.SEPARATION GEOTEXTILE FABRIC AT FULLPERIMETER SECURE TO NAILER BOARD.TERMINATE FABRIC 2" FROM PROPOSED FINISHGRADE. PROVIDE 12" FABRIC SEAM.6"334"x 14" WIDTH TAPCON,HILTI, RED HEAD, OREQUAL. SPACE AT 36"OC. MAX. AND WITHIN 6"OF THE END OF EACHNAILER BOARD.NATIVE FREE DRAINING SOILS. REFERTO GEOTECHNICAL REPORT.Scale: NTSSafety Surface6NOTES:1.MAINTAIN UNIFORM HEIGHT OF WALL RELATIVE TO FINISH GRADE OF ADJACENT FLATWORK.2.SKATE DETERRENT PER SPECIFICATION SECTION 323300.3.SKATE STOPPERS SHALL BE CAST INTO WALL PER MANUFACTURER'S SPECIFICATIONS.4.SPACE SKATE STOPPERS PER MANUFACTURER'S SPECIFICATIONS.COMPACTED SUBGRADEAGGREGATE BASE ASSPECIFIEDNO. 4 REBAR @ 18" O.C.SEALED ISOLATION JOINT.SEE DETAIL 3/C2.50STANDARD CONCRETEFLATWORK PER PLAN3/4" REVEAL ON SIDEWALK SIDEAND ENDS OF WALL34" CHAMFER AT ALL EDGESPROVIDE ANTI-SKATEBOARDDEVICES AS NOTED BELOWBENCH PER SPECIFICATION SECTION3233006"3'2'1'-4"4-9/16"3/4" 11-7/16"4-9/16" 3/4"INSTALL WITH FRONT FACE OF BENCHFLUSH TO FRONT FACE OF SEAT WALL1'-4"PLANTER BED SURFACESEAT WALL SECTION - NO BENCH TOPSEAT WALL SECTION RECESSED FOR BENCH TOP3/4" VERTICAL REVEALAT TRANSITION TOBENCH SECTION, BOTHFACES(8) NO. 4 REBAR, SPACEEQUALLY7Concrete Seat WallScale: NTSNOTES:1.CONCRETE APRONS SHALL BE LOCATED AT ALL SIGNS, UTILITY STRUCTURES (HYDRANTS, FDC'S, ETC), BOLLARDS, AND LIGHT POLESLOCATED IN TURF AREAS WHERE SHOWN OR NOT SHOWN.2.CONCRETE SECTION SHALL BE AS PER STANDARD CONCRETE FLATWORK DETAIL.3.WHERE APRON IS LOCATED WITHIN 24" OF A HARDSCAPE, CONTRACTOR SHALL EXTEND APRON TO EDGE OF THE IMPROVEMENT. IFAPRON IS LOCATED FURTHER THAN 24" FROM HARDSCAPE THEN A CONTINUOUS 9" OFFSET RADIUS SHALL BE HELD FOR ENTIRECIRCUMFERENCE OF OBJECT.CONCRETE FLATWORK APRON TO 9" OUTSIDE OFLIGHT POLE, SIGN POST OR OTHER STRUCTURE.MINIMUM OUTSIDE RADIUS OF CONCRETE APRONSHALL NOT BE LESS THAN 12".STRUCTURE, SEE NOTE #1.JOINT FILLER "TYPE B" WITHSEALANT-POLYURETHANE SEALANTFS-TT-S-00227, TYPE II, NON SAGAND TYPEI-SELF LEVELING, CLASS AEDGE OF CONCRETESIDEWALK, CURBING, ORSIMILARCONTRACTION JOINT, TYPICAL9" 60° '60°'Scale: 1" = 1'Concrete Apron4R 1/2" TYP.TOP SOILFINISH GRADE1/2" RADIUS4" x 6" CONCRETE CURB.COMPACTEDSUB-GRADELANDSCAPE MULCH PERPLANS, DEPTH PER PLANSOIL PLANTING MIX. SEESPECIFICATIONS FORADDITIONAL INFORMATIONR 1/2" TYP.NOTES:1.MOW CURB SHALL BE INSTALLED WITH SMOOTH AND UNIFORM VERTICAL AND HORIZONTAL MOVEMENTS.2.WERE CURB IS ADJACENT TO HARDSCAPE, TOP OF CURB SHALL BE FLUSH. CHAMFERED ENDS ARE NOT ALLOWED.56" Mow CurbScale: 1" = 1'2'6"2%2%ASPHALT PAVINGPER PLANSTHICKENED EDGECONCRETE FLATWORKWITH TRUNCATEDDOMES6" DEPTH OF BASE COURSE SEE SPECIFICATIONSECTION 31 20 00NOTES:1.CONTRACTION JOINTS AT 10' O.C.(5) NO. 4 BAR#4 BAR AT 24"O.C.SUBGRADE PER SPECIFICATION SECTION 31 20 00.2'Scale: 1" = 1'Valley Gutter at Loading Zone26 'CURB TRANS I T ION7'CURB TRANSITIONCURB AND GUTTERPER PLANS.TACTILE WARNINGSURFACE12:1 MAX SLOPEScale: NTSPedestrian Ramp - Type 13Sean Conner03/31/2020Sean Conner DRAWING NO.:2400 E. Riverwalk DriveBoise, Idaho 83706www.lkvarchitects.com208.336.3443DATE:LKV PROJECT #:1930DRAWN BY:CHECKED BY:BLUE VALLEY ELEMENTARY SCHOOL WEST ADA SCHOOL DISTRICT W. AMERICAN FORK DR. Revisions # Description Date TLG PN: 11919003/31/2020GW/SCDDCZCFile Location:g:\2019\119190\cad\_cd\119190 cd c250 site details.dwgLast Plotted By:david duperaultDate Plotted:Tuesday, March 31 2020 at 04:17 PM C2.52Site DetailsSECTION VIEWSIGN, TYPICALPLAN VIEWNOTE:POST IN CONCRETE FLATWORKPOST IN LANDSCAPESIGN, TYPICALNOTE:5'-0" TO BOTTOMOF SIGN1'-6" MIN.1'-0" MIN.2"12"NOTES:1.SIGN POSTS IN LANDSCAPE AREAS TO BE SET BACK OF CURB AND/OR BACK OF SIDEWALK. SIGN POSTS IN TURF AREAS SHALLRECEIVE CONCRETE APRON PER DETAIL 4/C2.51.2.TOP OF FOOTING FINISH TO MATCH ADJACENT CONCRETE FLATWORK FINISH WHERE APPLICABLE.1.TOP OF POST TO BE CUT 1/2"BELOW TOP OF SIGN.2" x 2" x 10' (MINIMUM) SQUAREGALVANIZED PERFORATED SIGN POST(12 GAUGE MIN. WALL THICKNESS).38" X 312" CADMIUM PLATED HEXHEAD BOLT WITH FLAT LOCKWASHER AND NUTFINISH GRADESLOPE TOP OF CONCRETE TO ENSUREPOSITIVE DRAINAGE AWAY FROM SIGN POST212" x 212" x 18" LONG ANCHOR POST, NON-PERFORATED(12 GAUGE MIN. WALL THICKNESS)WRAP ANCHOR SLEEVE AND ANCHORPOST WITH (1) LAYER OF DUCT TAPE214" x 214" x 36" LONG ANCHOR POST, NON-PERFORATED(12 GAUGE MIN. WALL THICKNESS)CONCRETE FOOTINGSIGN POST &FOOTINGNON-SEALEDISOLATION JOINT- SEE DETAIL3/C2.50.STANDARD CONCRETEFLATWORK - SEEDETAIL 1/C2.50.SIGN POST &FOOTINGLANDSCAPEPERPLANS2'-0" MIN.6Sign Post And FootingScale: NTSNOTES:1.REFER TO SPECIFICATION SECTION 32 31 13 FOR CHAIN LINK FENCE INSTALLATION.2.CONTRACTION JOINTS AT EACH POST LOCATION.3.WHEN FENCE IN CONCRETE ABUTS CURB, CENTER OF FENCE POST SHALL BE 6" OFF TOP BACK OFCURB.CONCRETE FOOTING DEPTH PERSPECIFICATION SECTION 323113.SLOPE TOP TO DRAIN.FINISH GRADE OF LANDSCAPE MATERIAL. REFER TOPLANS FOR MORE INFORMATION. IF FENCE IN TURFAREA, CONTRACTOR SHALL INSTALL FENCE IN MOWSTRIP PER THIS DETAIL.FENCE IN LANDSCAPECONCRETE FOOTING PERSPECIFICATION SECTION 323113CONCRETE FLATWORK PER PLANS.TOP OF FENCE FOOTING TO BE SETBELOW FINISH SURFACE BASECOURSE PER PLANS.FENCE IN CONCRETE FLATWORKCONCRETE FOOTING PERSPECIFICATION SECTION 323113ASPHALT SURFACING PER PLANS.POST, FENCE HEIGHT PER PLANTOP OF FENCE FOOTING TO BE SETBELOW CONCRETE BASE COURSE.12"6"CONCRETE MOW STRIP - SEESPECIFICATION SECTION 323113.FENCE IN CONCRETE MOW STRIPPOST, FENCE HEIGHT PER PLANPOST, FENCE HEIGHT PER PLAN5" SQ.(4) 916 Ø HOLE12" THICK A36 STEEL MOUNTINGPLATE. CENTER ON WALL3" SQ.CHAIN LINK POST, PERSPECIFICATION SECTION 32311312"Ø x 4" LONG HILTI H.A.S. ANCHORS, INSTALL W/HY-200 ACHNORING SYSTEM PERMANUFACTURER'S RECOMMENDATIONSPLAN VIEW1-1/2" = 1'SECTION1" = 1'8"8"4"THICKEN CONCRETE FLATWORK AT CHAIN LINKLOCATION.FENCE SURFACE MOUNTScale: 1" = 1'Chain Link Fence Footings1CLNOTES:1.REFER TO MATERIAL PLAN FOR EXACT LOCATIONS OF CROSSWALKS.2. CROSSWALK STRIPING SHALL BE SOLID WHITE THERMO PLASTIC.3.SEE SPECIFICATION SECTION 32 12 16. ALIGN TO BE CLEAR OF WHEEL PATH.ASPHALTSIDEWALKH.C.RAMP3.5'2'CL6' UNLESS NOTED OTHERWISE CROSS WALK STRIPINGH.C.RAMPScale: 3/8" = 1'Cross Walk Striping41'-0"9'-6"3'-4"5'-0"4'-6" 2'-0"1'-0"2'-6"2'-3"2'-0"3'-3"2'-6"3'-6"6'-3"3'-0"NOTES1.ARROW SHALL BE SOLID WHITE THERMO PLASTIC.2.SEE SPECIFICATION SECTION 32 12 16.3.MIRROR ARROW FOR LEFT TURNRIGHT/LEFT ARROWSTRAIGHT ARROWScale: 1/2" = 1'Traffic Arrows5WIDTH PER PLANWIDTH PER PLAN2'12-INCH x 18-INCH SIGN (TYP. AT ALLSTALLS) WITH INTERNATIONAL SYMBOLOF ACCESS AND 'VAN ACCESSIBLE' SIGN,REFER TO PLANS FOR LOCATION OF VANACCESSIBLE STALL.VAN ACCESSIBLE PARKING STALL ANDAISLE, TYPICALINTERNATIONAL SYMBOL OFACCESS PAINTED ON PAVING,SYMBOL AND BORDER SHALLBE WHITE, INSIDE BORDERSHALL BE BLUE, AND AISLESSHALL BE WHITE4-INCH WIDE STALLSTRIPING, TYPICALPARKING BUMPER -SEE DETAIL 3/C2.52.2'2'Scale: 1/8" = 1'Accessible Parking Stall26'24" LONG, NO. 5 REBAR WITH POINTED TIPAND WELDED 1-1/2" Ø WASHER CAP.PRECAST CONCRETE PARKING BUMPERAS SPECIFIED, CENTER ON STALL.PAVING, PER PLANSNOTES:1.CENTER OF WHEEL STOPS TO BE LOCATED 2'-0" FROM END OFSTALL.Scale: 1" = 1'Parking Bumper3ASPHALT PER PLANCONCRETE FOOTING FLUSH WITHASPHALT. SLOPE TO DRAIN. FOOTINGAND APHALT SHALL HAVE A CLEAN ANDUNIFORM APPEARANCE.CONCRETE FOOTING. SEESPECIFICATION SECTION 32 31 13.SIZE PER MANUFACTURER'SRECOMMENDATIONS.POST AND FOOTING PERPLANS AND MANUFACTURER'SRECOMMENDATIONS.6"Scale: 1" = 1'Footing In Asphalt - Tetherball & Basketball7 6" LONG PIPE SLEEVE SET INCONCRETE (TYP.)NOTES:1.PLACE ONE (1) BOLT SLEEVE AT EACH GATE POSITION (FULLY CLOSED AND 90 DEGREES OPEN)FOR EACH GATE WING.2.REFER TO ARCHITECTURAL PLANS FOR CANE BOLT SIZE AND POSITION ON GATE. INTERNALDIAMETER OF PIPE SLEEVE SHALL BE 14" LARGER THAN DIAMETER OF CANE BOLT.Scale: 1-1/2" = 1'Cane Bolt Sleeve8Sean Conner03/31/2020Sean Conner DRAWING NO.:2400 E. Riverwalk DriveBoise, Idaho 83706www.lkvarchitects.com208.336.3443DATE:LKV PROJECT #:1930DRAWN BY:CHECKED BY:BLUE VALLEY ELEMENTARY SCHOOL WEST ADA SCHOOL DISTRICT W. AMERICAN FORK DR. Revisions # Description Date TLG PN: 11919003/31/2020GW/SCDDCZCFile Location:g:\2019\119190\cad\_cd\119190 cd c250 site details.dwgLast Plotted By:david duperaultDate Plotted:Tuesday, March 31 2020 at 04:17 PM C2.53Site DetailsT ARGET12610754893251112141513NOTES:1.REFER TO SPECIFICATION SECTION 32 12 16 FORPAVEMENT MARKINGS.2.CONTRACTOR SHALL PROVIDE SHOP DRAWINGSFOR APPROVAL. SHOP DRAWINGS SHALLINCLUDE: PAINT COLOR, OBSTACLE WIDTH, ANDOVERALL DIMENSIONS.3.COLORS SHALL BE A MIXTURE OF BLUE, GREEN,RED, YELLOW, ORANGE, PURPLE, TEAL, ANDPINK.Scale: 3/16" = 1'Target842'24'13.55'7.5'6.14'NOTES:1.DIMENSIONS SHOWN ARE FOR REFERENCE ONLY.2.CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FORAPPROVAL. SHOP DRAWINGS SHALL INCLUDE: STATEOUTLINE LINE COLOR AND WIDTH, STATE COLOR (SEEABOVE) AND LOCATION OF COLOR, AND OVERALL MAPDIMENSIONS.3.ALL PAINT MARKINGS SHALL MEET ISPWC SECTION 1104STANDARDS.HIGHLIGHT THE STATEOF IDAHOMAP COLORSScale: NTSUnited States of America - Painted Map4jumprunjump balancehopruntip toe40'25.75'NOTES:1.DIMENSIONS SHOWN ARE FOR REFERENCE ONLY.2.CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR APPROVAL. SHOP DRAWINGS SHALL INCLUDE: PAINT COLOR,OBSTACLE WIDTH, AND OVERALL DIMENSIONS.9" HIGH WHITE PAINTEDLETTERS. TYPICAL OFALL TEXT.4" WIDE PAINTED LINE.9" typ.7.5'4.5'ANIMAL PAW PRINTSScale: 3/16" = 1'Agility Trail57.83'3'3'3' 4'R6'8" TYP.12'19'WHITE LANE SPACING MARK,8-IN DEPTH X 2-IN WIDE (TYP.)2-IN WHITE STRIP8-IN WHITE BASELINE STRIP.R19.75'NOTES:1.REFER TO SPECIFICATION SECTION 32 12 16 FOR PAVEMENT MARKINGS.2.ALL MARKINGS SHALL BE 2-IN WIDE PAINTED WHITE STRIPE UNLESS OTHERWISE NOTED.STANDARD PER SPECIFICATION SECTION 11 68 00AND DETAIL 7/C2.52.Scale: 3/32" = 1'3 Point Basketball Court Layout2316'16'8'8'8'8' 4 211.STRIPING WIDTH AS SHOWN.2.REFER TO SPECIFICATION SECTION 32 12 16 FOR PAVEMENT MARKINGS.3.BOX 1 - YELLOW, BOX 2 - GREEN, BOX 3 - BLUE, BOX 4 - RED.NOTES2-IN PAINTEDWHITE STRIPES6-IN TALL PAINTEDWHITE STENCILEDNUMBERSPAINT SOLID COLOR INALL BOXES, COLORSPER NOTE #3.Scale: 1/4" = 1'Four Square6R6'R6'R19.75'4'3'7.83'3'3'12'19'5.25' TYP. 8" TYP.28'TYP.47' TYP.NOTES:1.ALL MARKINGS SHALL BE 2-IN WIDE PAINTED WHITE STRIPE UNLESS OTHERWISE NOTED.2.REFER TO SPECIFICATION SECTION 32 12 16 FOR PAVEMENT MARKINGS.8-IN WIDE SIDELINEAND END LINESTANDARD PER SPECIFICATION SECTION 11 68 00AND DETAIL 7/C2.52.Scale: 1/16" = 1'Basketball Court Layout3A BCDEFGH I J KLMNOPQRSTUVW X Y Z 1 2 3 456789101'2'3'4'5'6'7'8'9'10'11'12'13'14'15'16'17'18'19'20'21'22'23'24'25'26'27'28'29'30'31'32'33'34'35'36'37'0'0'1'2'3'4'5'6'7'8'9'10'11'12'13'14'15'16'17'18'19'20'21'22'23'24'25'26'27'28'29'30'31'32'33'34'35'36'37'38'39'40'41'42'43'44'50'51'52'53'54'55'NOTES:1.REFER TO SPECIFICATION SECTION 32 12 16 FOR PAVEMENT MARKINGS.2.CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR APPROVAL. SHOP DRAWINGS SHALL INCLUDE: PAINT COLOR,OBSTACLE WIDTH, AND OVERALL DIMENSIONS.3.COLORS SHALL BE A MIXTURE OF BLUE, GREEN, RED, YELLOW, ORANGE, PURPLE, TEAL, AND PINK.Scale: 1/8" = 1'Snail Playground Graphic717.32'R3'R10'120°60°NOTES:1.ALL MEASUREMENTS ARE TO CENTER OF STRIPE.2.ALL MARKINGS SHALL BE 2-IN WIDE PAINTED WHITE STRIPETETHERBALL POST PERSPECIFICATION SECTION11 68 00 AND DETAIL7/C2.52.6'1'TYP.1'TYP.Scale: 3/16" = 1'Tetherball Court Layout1Sean Conner03/31/2020Sean Conner SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSR/WR/WR/W R/W R/W R/W R/WIVSDSDSDSDSDSDSDSDSD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SDSD GIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRDDSSDIRRIRRDNSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSR/WR/WR/W R/W R/W R/W R/WIVSDSDSDSDSDSDSDSDSD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SDSD GIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRDDSSDIRRIRRVAN 6''SD6''SD 2''W 2''W 4''SS 12''SD12''SD12''SD8''SD8''SDDSDS DS DS DS 6''SD6''SD6''SD6'' S D 8''SDCOCOEPEPEPEPEP EPDS DSCOCOMW MWMWMWAREA 1AREA 2AREA 3 AREA 1FF: 2603.75 = 100'-00" Arch.FF: 2603.75 = 100'-00" Arch.2601 2601 2602 2603 2601260126012601 2603 2603 2603260326022602260326012602 26002600 2601 26022601 260226022602LIP: 2601.01LIP: 2601.62LIP: 2601.74LIP: 2601.69LIP: 2602.71LIP: 2601.65LIP: 2600.67LIP: 2601.30LIP: 2601.30LIP: 2601.72LIP: 2602.21LIP: 2602.13LIP: 2602.04LIP: 2601.73LIP: 2600.20LIP: 2600.31LIP: 2600.35LIP: 2600.52LIP: 2600.57LIP: 2600.61LIP: 2600.86LIP: 2600.29LIP: 2600.73LIP: 2602.25LIP: 2602.71LIP: 2601.17LIP: 2601.91LIP: 2601.92LIP: 2601.99LIP: 2601.77LIP: 2601.14LIP: 2601.10LIP: 2601.04LIP: 2600.94LIP: 2601.69LIP: 2601.74LIP: 2601.84LIP: 2602.47LIP: 2602.55LIP: 2600.56LIP: 2600.73LIP: 2602.73LIP: 2603.68LIP: 2603.50RIM: 2602.10RIM: 2602.29LIP: 2603.34LIP: 2601.35LIP: 2601.55LIP: 2600.58LIP: 2601.08LIP: 2601.42LIP: 2601.37RIM: 2600.38RIM: 2600.67TC: 2603.70TC: 2603.75TC: 2603.75TC: 2603.70TC: 2603.60TC: 2603.43TC: 2603.75TC: 2603.68TC: 2603.75TC: 2603.75TC: 2603.75TC: 2603.75TC: 2603.55TC: 2603.14TC: 2603.23TC: 2602.66TC: 2601.43TC: 2601.59TBC: 2602.04TC: 2600.79TC: 2600.91TC: 2600.94TC: 2601.20TC: 2603.71TC: 2603.69TC: 2603.71TC: 2603.75TC: 2603.75TC: 2603.75TC: 2603.69TC: 2603.62TC: 2603.75TC: 2603.66TC: 2603.75TC: 2603.75TC: 2603.75TC: 2603.66TC: 2603.65TC: 2603.75TC: 2603.58TC: 2603.48TC: 2603.44TC: 2603.52TC: 2603.29TC: 2602.99TC: 2603.29TC: 2603.75TC: 2603.75TC: 2603.55TC: 2603.29TC: 2603.08TC: 2603.75TC: 2603.75TC: 2603.75TC: 2603.43TC: 2603.39TC: 2603.47TC: 2603.38TC: 2603.20TC: 2602.65TC: 2602.73TC: 2603.28TC: 2603.44TC: 2603.22TC: 2602.99TC: 2603.09TC: 2602.88TC: 2601.98TC: 2601.45TC/MX: 2601.64TC/MX: 2601.62TC: 2601.39TC: 2601.46LIP: 2600.75LIP/MX: 2600.49LIP/MX: 2601.06LIP: 2600.44LIP: 2602.42TBC: 2602.96TC: 2603.75TC/MX: 2601.11TC/MX: 2601.17ASP: 2603.12ASP: 2603.84ASP: 2603.32ASP: 2603.84TC: 2602.39TC: 2602.39TC: 2602.20TC: 2602.20GBGBGBGBGBGBGBGBGBGBGBGB TBC: 2602.19LIP: 2600.603.1%1.6%2.0%2.2%2.2%2.1%2 . 2% 2. 8 % 2.0%2.1%2.1%2.7% 1.9% 2.1 %2.0%2.0 %1.5% 4.0%0.5%1.4%1.8%0.5% 0.4%0.5%0.5%0.5%0.5%2.0%1.0%0.9%MX: 2602.88MX: 2603.00MX: 2603.11MX: 2602.66MX: 2601.99MX: 2601.73MX: 2601.94MX: 2602.25TC/MX: 2600.96TC/MX: 2600.52TC/MX: 2600.62TC/MX: 2600.79TC/MX: 2601.02TC/MX: 2601.90TC: 2601.7126052604260626072608260226032604TC: 2601.48TC: 2601.99TC: 2601.88TC/MX: 2600.40Sheet Notes:1.CONTRACTOR SHALL COMPLY WITH GENERAL NOTES, PLAN SHEET C0.00.2.EXISTING AND PROPOSED CONTOURS ARE AT A 1-FT INTERVAL.3.SPOT ELEVATIONS INDICATE TOP OF FINISH GRADE SURFACE AT LIP OFGUTTER/PAVEMENT SURFACE OR OTHER SURFACE AS INDICATED BY THEFOLLOWING ABBREVIATIONS:ASP - TOP OF ASPHALT PAVEMENTFG - FINISH GRADE IN LANDSCAPE AREAFF - FINISHED FLOOR (TOP OF SLAB)LIP - LIP OF GUTTERRIM - RIM OF STRUCTURE AT LIP OF GUTTER OR FLUSH WITH ASPHALTPAVEMENTMX - MATCH EXISTINGTBC - TOP BACK OF CURBTC - TOP OF CONCRETE4.LONGITUDINAL CROSS SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5%.HORIZONTAL CROSS SLOPE SHALL NOT EXCEED 2% THERE ARE NOTOLERANCES ALLOWED. SLOPES WITHIN PEDESTRIAN RAMPS SHALL NOTEXCEED 12:1 SLOPE IN ANY DIRECTION PAVEMENT SLOPES WITHINDESIGNATED HANDICAP PARKING SPACES SHALL NOT EXCEED 2% IN ANYDIRECTION.DRAWING NO.:2400 E. Riverwalk DriveBoise, Idaho 83706www.lkvarchitects.com208.336.3443DATE:LKV PROJECT #:1930DRAWN BY:CHECKED BY:BLUE VALLEY ELEMENTARY SCHOOL WEST ADA SCHOOL DISTRICT W. AMERICAN FORK DR. Revisions # Description Date TLG PN: 11919003/31/2020GW/SCDDCZCHorizontal Scale: 020'40'1" = 20'Grading - Area 1File Location:g:\2019\119190\cad\_cd\119190 cd c400 grading.dwgLast Plotted By:david duperaultDate Plotted:Tuesday, March 31 2020 at 03:35 PM Area 1GradingC4.01S. SPANISH FORK WAY SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSR/W R/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WMBMBMBMBMBIVIVIVSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD SD SD SD SD SD SD SD SD SD SD SD SD SDSDSDD DSSDSDDDDDSEVLTDNSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSR/W R/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WMBMBMBMBMBIVIVIVSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD SD SD SD SD SD SD SD SD SD SD SD SD SDSDSDD DSSDSDDDDDSEVLTVAN 6''SD6''SD 2''W 2''W 4 ' 'S S 4 ' 'S S 4 ' 'SS 4 ' 'SS 4 ' 'SS 4''SSCO12''SD12''SD12''SD12''SD12''SDDS DSDSVANVANVAN12'' S D 12'' S D DS DS12''SD8''SD8' ' S D 8' ' S DCO CO6''SS CO4''SS 4''SS 4''SS 4''SS CO4''SS 4''SS 4''SS 4''SS 4''SSCOCOCOCOCOMWMW8''SD8''SD AREA 1AREA 2AREA 4A AREA 2 FF: 2603.75 = 100'-00" Arch.FF: 2603.75 = 100'-00" Arch.FF: 2603.75 = 100'-00" Arch.260526032 6 0 3 260426052602260326042602260326042601260226032604 260526012602 26032604260026002601 26022605260526032604260326052601260226032604LIP: 2602.98LIP: 2602.48LIP: 2605.10LIP: 2605.28LIP: 2605.02LIP: 2604.94LIP: 2605.02LIP: 2605.42LIP: 2605.38LIP: 2605.07LIP: 2604.95LIP: 2604.58LIP: 2604.60LIP: 2604.79LIP: 2605.07LIP: 2604.96LIP: 2604.96LIP: 2604.03LIP: 2603.66LIP: 2603.55LIP: 2602.37LIP: 2601.35LIP: 2604.53LIP: 2601.01LIP: 2602.43LIP: 2602.25LIP: 2601.99LIP: 2601.62LIP: 2602.60LIP: 2601.85LIP: 2602.10LIP: 2602.15LIP: 2601.74LIP: 2601.69LIP: 2602.36LIP: 2603.13LIP: 2602.96LIP: 2603.20LIP: 2603.23LIP: 2602.95LIP: 2602.62LIP: 2602.53LIP: 2603.45LIP: 2603.47LIP: 2604.01LIP: 2603.98LIP: 2604.11LIP: 2603.30LIP: 2602.99LIP: 2602.92LIP: 2602.62LIP: 2602.52LIP: 2602.48LIP: 2602.66LIP: 2603.38LIP: 2603.34LIP: 2604.64LIP: 2604.53LIP: 2604.67LIP: 2604.19LIP: 2604.13LIP: 2603.54LIP: 2603.47LIP: 2603.44LIP: 2603.49LIP: 2603.81LIP: 2603.81LIP: 2603.55LIP: 2603.48LIP: 2603.63LIP: 2604.20LIP: 2604.29LIP: 2603.92LIP: 2603.52LIP: 2603.64LIP: 2604.21LIP: 2604.31LIP: 2604.70LIP: 2604.83LIP: 2604.37LIP: 2605.21LIP: 2604.96LIP: 2604.71LIP: 2603.11LIP: 2602.71LIP: 2601.65LIP: 2600.67LIP: 2601.30LIP: 2601.30LIP: 2601.72LIP: 2602.21LIP: 2602.13LIP: 2602.04LIP: 2601.73LIP: 2602.98LIP: 2603.02LIP: 2603.74LIP: 2603.71LIP: 2602.89LIP: 2602.78LIP: 2602.89LIP: 2603.84LIP: 2605.29LIP: 2605.38LIP: 2602.02LIP: 2602.34LIP: 2603.92LIP: 2603.93LIP: 2602.55LIP: 2602.84TC: 2603.21TC: 2603.28TC: 2603.04TC: 2602.64TBC: 2603.02TBC: 2602.88TC: 2602.52TC: 2602.37LIP: 2603.07LIP: 2603.13RIM: 2600.67RIM: 2603.10RIM: 2602.67RIM: 2602.75TC: 2603.67TC: 2603.20TC: 2603.16TC: 2602.71TC: 2602.76TC: 2603.05TC: 2602.59TC: 2602.15TC: 2602.54TC: 2602.95TC: 2603.06TC: 2603.44TC: 2603.34TC: 2603.42TC: 2603.55TC: 2603.59TC: 2603.70TC: 2603.75TC: 2603.75TC: 2603.70TC: 2603.60TC: 2603.43TC: 2603.36TC: 2603.46TC: 2603.00TC: 2602.89TC: 2603.75TC: 2603.68TC: 2603.75TC: 2603.75TC: 2603.75TC: 2603.75TC: 2603.55TC: 2603.14TC: 2603.23TC: 2602.66TC: 2602.41TC: 2601.43TC: 2601.59TBC: 2602.04TBC: 2602.38TBC: 2602.88TC: 2602.59TC/MX: 2605.93TC/MX: 2606.03TC: 2605.88TC: 2605.82TC: 2605.87TC: 2605.93TC: 2605.88TC/MX: 2605.82LIP: 2605.49LIP/MX: 2605.33LIP/MX: 2605.23LIP: 2605.46TC: 2605.16TC: 2605.14TC: 2601.20TC: 2603.71RIM: 2602.62RIM: 2602.62RIM: 2602.62TC: 2603.75TC: 2603.75TC: 2603.75TC: 2603.61FG: 2603.12TC: 2603.75TC: 2603.75TC: 2603.75TC: 2603.75TC: 2603.43TC: 2603.39TC: 2603.47TC: 2603.38LIP: 2600.44LIP: 2602.42TBC: 2602.96TC: 2603.75GB G B GB GBTBC: 2602.19TC/MX: 2605.90LIP: 2605.45ASP: 2605.38ASP: 2605.54GBGBGB1.9%2.6% 1.7% 1.7% 1.7% 1.5% 2 . 8% 2.0% 2.0%1.7% 1.6% 2.0%3.1%1.6%1.9%1.9%4.0%5.2%3.8%4.2%0.5%1.4%0.4%0.4%0.9%0.9%1.1%0.5%0.5%0.5%1.0%1.2%1.8 % 1.8 %0.7%1.8%0.4%LIP: 2605.45TC/MX: 2605.44TC/MX: 2605.76TC/MX: 2605.61TC/MX: 2605.17TC/MX: 2604.85TC/MX: 2604.43TC/MX: 2603.82TC/MX: 2602.79TC/MX: 2601.62TC/MX: 2600.96TC/MX: 2600.52TC: 2601.48TC: 2601.99TC: 2601.88TC/MX: 2604.05TC/MX: 2604.10TC/MX: 2601.58TC/MX: 2601.46TC: 2603.61TC: 2603.58TC: 2602.90TC/MX: 2600.40TC: 2601.61Sheet Notes:1.CONTRACTOR SHALL COMPLY WITH GENERAL NOTES, PLAN SHEET C0.00.2.EXISTING AND PROPOSED CONTOURS ARE AT A 1-FT INTERVAL.3.SPOT ELEVATIONS INDICATE TOP OF FINISH GRADE SURFACE AT LIP OFGUTTER/PAVEMENT SURFACE OR OTHER SURFACE AS INDICATED BY THEFOLLOWING ABBREVIATIONS:ASP - TOP OF ASPHALT PAVEMENTFG - FINISH GRADE IN LANDSCAPE AREAFF - FINISHED FLOOR (TOP OF SLAB)LIP - LIP OF GUTTERRIM - RIM OF STRUCTURE AT LIP OF GUTTER OR FLUSH WITH ASPHALTPAVEMENTMX - MATCH EXISTINGTBC - TOP BACK OF CURBTC - TOP OF CONCRETE4.LONGITUDINAL CROSS SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5%.HORIZONTAL CROSS SLOPE SHALL NOT EXCEED 2% THERE ARE NOTOLERANCES ALLOWED. SLOPES WITHIN PEDESTRIAN RAMPS SHALL NOTEXCEED 12:1 SLOPE IN ANY DIRECTION PAVEMENT SLOPES WITHINDESIGNATED HANDICAP PARKING SPACES SHALL NOT EXCEED 2% IN ANYDIRECTION.DRAWING NO.:2400 E. Riverwalk DriveBoise, Idaho 83706www.lkvarchitects.com208.336.3443DATE:LKV PROJECT #:1930DRAWN BY:CHECKED BY:BLUE VALLEY ELEMENTARY SCHOOL WEST ADA SCHOOL DISTRICT W. AMERICAN FORK DR. Revisions # Description Date TLG PN: 11919003/31/2020GW/SCDDCZCHorizontal Scale: 020'40'1" = 20'Grading - Area 2File Location:g:\2019\119190\cad\_cd\119190 cd c400 grading.dwgLast Plotted By:david duperaultDate Plotted:Tuesday, March 31 2020 at 03:35 PM Area 2GradingC4.02S. SPANISH FORK WAY W. AMERICAN FORK DR.S. FARMINGTON AVE -BASIS O F B E A RI N G- R/W R/W R/W R/W R/W IVIVIVIVIVIVIVIVEP EP EP EP EP EP EP EP EP EPEPEP EP EP EP EP EP EPEPEPEPEP EP EPEPEPEPG I R R OH P OHPOHPOHPGIRRGIRR GIRR GIRR GIRR GIRR GIRR GIRR GIRR GIRR G G G G G G G G G G G GGGGGGGGGGGGGGGGGGGGGGGOHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRR SIRRIRRIRRTEEMTRG-BASIS O F B E A RI N G- R/W R/W R/W R/W R/W IVIVIVIVIVIVIVIVEP EP EP EP EP EP EP EP EP EPEPEP EP EP EP EP EP EPEPEPEPEP EP EPEPEPEPG I R R OH P OHPOHPOHPGIRRGIRR GIRR GIRR GIRR GIRR GIRR GIRR GIRR GIRR G G G G G G G G G G G GGGGGGGGGGGGGGGGGGGGGGGOHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRR SIRRIRRIRRTEEMTRGEP EP EP EP EP EP EP EP EPEPEPEPEPEP EPEPEPEPEPEPEPEPEPEP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EPEPEPEPEPEPEPEPEPEP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP 6''SD6''SD12''SD12''SD12''SDDSDSDSDSDS DSDS6''SD6''SD6''SD8''SD DSMWCO AREA 4BAREA 3AREA 4AAREA 3AREA 1FF: 2603.75 = 100'-00" Arch.260526102604260626072608260926112603260326042605 2603 2603 2604 2606 2607 26082605261026022603 2604 26062607260826092611261026092611261226132614ASP: 2603.10ASP: 2603.11ASP: 2602.96ASP: 2603.70ASP: 2603.85ASP: 2603.36LIP: 2603.54LIP: 2602.90RIM: 2603.21RIM: 2603.27ASP: 2603.64ASP: 2604.48TC: 2603.67TC: 2603.67TC: 2603.52TC: 2603.40TC: 2603.68TC: 2603.28TC: 2603.35TC: 2603.75TC: 2603.72TC: 2603.74TC: 2603.64TC: 2603.26TC: 2603.34TC: 2603.67TC: 2603.75TC: 2603.38TC: 2603.50TC: 2602.85TC: 2603.15TC: 2603.38TC: 2603.38TC: 2603.15TC: 2602.85ASP: 2604.03TC: 2603.69TC: 2603.71TC: 2603.69TC: 2603.71TC: 2603.75TC: 2603.75TC: 2603.75TC: 2603.75TC: 2603.75TC: 2603.75GB GB GB GB GB GB GB GB GB GB GBGBGBGBGB3.3%2.4%2.0%2.0%1.9%1.7%1.5%1.8% 2 . 1%2.0%2.7%2.4%0.4%0.8%0.5%ASP: 2606.32ASP: 2606.82ASP: 2607.00ASP: 2606.55ASP: 2606.70ASP: 2606.85ASP: 2607.36ASP: 2607.14ASP: 2606.92ASP: 2606.73ASP: 2606.76ASP: 2606.79ASP: 2605.45ASP: 2604.57ASP: 2604.541.5%1.4%1.3%1.4%1.6%1.8%MX/TC: 2609.24MX/TC: 2609.55MX/TC: 2610.18MX/TC: 2610.76MX/TC: 2611.43MX/TC: 2612.09MX/TC: 2612.96MX: 2606.17MX: 2606.39MX: 2605.88MX: 2604.65MX: 2604.10MX: 2603.18MX: 2603.02RIM: 2604.403.5 :13.8 :13.5 :1 3 . 9 : 1 6 . 5 : 1 9.9 :112.9 :114.0 :1(ADJUST TO GRADE)260526032604260626072605 2604 2606Sheet Notes:1.CONTRACTOR SHALL COMPLY WITH GENERAL NOTES, PLAN SHEET C0.00.2.EXISTING AND PROPOSED CONTOURS ARE AT A 1-FT INTERVAL.3.SPOT ELEVATIONS INDICATE TOP OF FINISH GRADE SURFACE AT LIP OFGUTTER/PAVEMENT SURFACE OR OTHER SURFACE AS INDICATED BY THEFOLLOWING ABBREVIATIONS:ASP - TOP OF ASPHALT PAVEMENTFG - FINISH GRADE IN LANDSCAPE AREAFF - FINISHED FLOOR (TOP OF SLAB)LIP - LIP OF GUTTERRIM - RIM OF STRUCTURE AT LIP OF GUTTER OR FLUSH WITH ASPHALTPAVEMENTMX - MATCH EXISTINGTBC - TOP BACK OF CURBTC - TOP OF CONCRETE4.LONGITUDINAL CROSS SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5%.HORIZONTAL CROSS SLOPE SHALL NOT EXCEED 2% THERE ARE NOTOLERANCES ALLOWED. SLOPES WITHIN PEDESTRIAN RAMPS SHALL NOTEXCEED 12:1 SLOPE IN ANY DIRECTION PAVEMENT SLOPES WITHINDESIGNATED HANDICAP PARKING SPACES SHALL NOT EXCEED 2% IN ANYDIRECTION.DRAWING NO.:2400 E. Riverwalk DriveBoise, Idaho 83706www.lkvarchitects.com208.336.3443DATE:LKV PROJECT #:1930DRAWN BY:CHECKED BY:BLUE VALLEY ELEMENTARY SCHOOL WEST ADA SCHOOL DISTRICT W. AMERICAN FORK DR. Revisions # Description Date TLG PN: 11919003/31/2020GW/SCDDCZCHorizontal Scale: 020'40'1" = 20'Grading - Area 3File Location:g:\2019\119190\cad\_cd\119190 cd c400 grading.dwgLast Plotted By:david duperaultDate Plotted:Tuesday, March 31 2020 at 03:36 PM Area 3GradingC4.03S. LINDER RD R/WR/WIVIVEP G G G G G G G G G G G G OHP OHP OHP OHP OHP OHP OHP T T FO FO FO FO FO FO FO FO FO FOFOFOFO FO FO FO FO FO FO FO SS SS SS SS SS SS SS SS SS SSSSSSSSSTEFOFOR/WR/WIVIVEP G G G G G G G G G G G G OHP OHP OHP OHP OHP OHP OHP T T FO FO FO FO FO FO FO FO FO FOFOFOFO FO FO FO FO FO FO FO SS SS SS SS SS SS SS SS SS SSSSSSSSSTEFOFOEP EP EP EP EPEPEPEPEP EP EP EP EP EPEPEPEP 2607 26082606 2607 26082608 2 6 0 7 ASP: 2607.58ASP: 2607.44ASP: 2607.84ASP: 2607.70ASP: 2607.15ASP: 2607.361.6%1.8%1.9%MX/TC: 2607.24MX/TC: 2607.58MX/TC: 2608.38MX/TC: 2608.9812.9 :114.0 :1SSSSSSSSSSSSSSSSSSSSSSSSSS SS SS R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/W R/W R/W R/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/W R/W R/W R/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WIVIVIVX X X GGGGGG SDSDSDSDSDSDSDSDSDSDSDSDSDSD SDER/WR/W VITREOUS CHINAC_LAVATORYKINGSTONK-2005 VITREOUS CHINAC_LAVATORYKINGSTONK-2005SSSSSSSSSSSSSSSSSSSSSSSSSS SS SS R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/W R/W R/W R/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/W R/W R/W R/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WIVIVIVX X X GGGGGG SDSDSDSDSDSDSDSDSDSDSDSDSDSD SDER/WR/W EPEP EP EPEPEPE P E PEPEPE P EP VITREOUS CHINAC_LAVATORYKINGSTONK-2005 VITREOUS CHINAC_LAVATORYKINGSTONK-2005 EPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEP EPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEP4''SS4''SS 12''SD DSDSDSDSDSDSDSDSDSDS 6''SD6''SD6''SD6''SD8''SDCOMW8''SD8''SD AREA 4BAREA 3AREA 4AAREA 4AAREA 2 FF: 2603.75 = 100'-00" Arch.2 6 0 5 2 6 0 2 2 6 0 2 26 0 3 260 4 2 6 0 6 2 6 0 7 2603260326042603 26032605 2603 2603 2604 2606 2 6 0 5 26032 6 0 4 2 6 0 6 260626052605 2 6 0 6LIP: 2604.55LIP: 2603.80LIP: 2602.72LIP: 2602.98LIP: 2604.65LIP: 2604.86LIP: 2604.32LIP: 2604.01LIP: 2604.23LIP: 2604.57LIP: 2605.04LIP: 2605.10LIP: 2603.05LIP: 2603.92LIP: 2603.74LIP: 2604.05LIP: 2604.10LIP: 2603.91LIP: 2603.63LIP: 2603.52LIP: 2603.64LIP: 2604.21LIP: 2604.31LIP: 2604.18LIP: 2604.79LIP: 2604.70LIP: 2604.83LIP: 2604.82ASP: 2603.96ASP: 2602.92ASP: 2603.00ASP: 2603.12RIM: 2602.87RIM: 2603.25RIM: 2602.78RIM: 2602.87LIP: 2605.01LIP: 2604.59LIP: 2603.93LIP/MX: 2604.52LIP/MX: 2605.04TC: 2605.09TC: 2605.05TC/MX: 2605.16TC: 2605.14TC/MX: 2605.68TC/MX: 2605.61TC: 2605.54TC: 2605.53TC/MX: 2605.75TC: 2604.47TC: 2604.03TC: 2603.62TC: 2603.71TC: 2604.10TC: 2603.37TC: 2603.52TC: 2603.67TC: 2603.67TC: 2603.20TC: 2603.16TC: 2603.70TC: 2603.75TC: 2603.60ASP: 2604.14ASP: 2603.40ASP: 2603.37TC: 2603.52TC: 2603.35TC: 2603.52TC: 2603.52TC: 2603.34TC: 2603.49TC: 2603.67TC: 2603.67TC: 2603.67TC: 2603.75TC: 2603.75TC: 2603.44TC: 2603.73TC: 2603.67RIM: 2602.62RIM: 2602.62LIP: 2603.59RIM: 2603.19TC: 2603.75TC: 2603.41TC: 2603.75TC: 2603.75TC: 2603.75TC: 2603.61FG: 2603.12GB GB GB GBGBG B GBGB GB GBGBGBGBGBGBLIP: 2603.57TC/MX: 2605.27LIP: 2604.61GB GB GB1.7%2.1%2.2%2.4%2.0%2.6%2.3%2.3%2.1%1.8%1.8%3.0%3.1%2.3%2.5%1.5%5.2%4.2%1.1%0.4%2.0%2.8%0.6%0.4%ASP: 2607.58ASP: 2607.44ASP: 2605.45ASP: 2604.92ASP: 2604.44ASP: 2607.15ASP: 2606.87ASP: 2606.59ASP: 2606.30ASP: 2606.02ASP: 2605.731.8%1.9%1.9%1.9%1.9%MX/TC: 2606.19MX/TC: 2606.45MX/TC: 2606.72MX/TC: 2607.04MX/TC: 2607.24TC/MX: 2605.14TC/MX: 2605.44Sheet Notes:1.CONTRACTOR SHALL COMPLY WITH GENERAL NOTES, PLAN SHEET C0.00.2.EXISTING AND PROPOSED CONTOURS ARE AT A 1-FT INTERVAL.3.SPOT ELEVATIONS INDICATE TOP OF FINISH GRADE SURFACE AT LIP OFGUTTER/PAVEMENT SURFACE OR OTHER SURFACE AS INDICATED BY THEFOLLOWING ABBREVIATIONS:ASP - TOP OF ASPHALT PAVEMENTFG - FINISH GRADE IN LANDSCAPE AREAFF - FINISHED FLOOR (TOP OF SLAB)LIP - LIP OF GUTTERRIM - RIM OF STRUCTURE AT LIP OF GUTTER OR FLUSH WITH ASPHALTPAVEMENTMX - MATCH EXISTINGTBC - TOP BACK OF CURBTC - TOP OF CONCRETE4.LONGITUDINAL CROSS SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5%.HORIZONTAL CROSS SLOPE SHALL NOT EXCEED 2% THERE ARE NOTOLERANCES ALLOWED. SLOPES WITHIN PEDESTRIAN RAMPS SHALL NOTEXCEED 12:1 SLOPE IN ANY DIRECTION PAVEMENT SLOPES WITHINDESIGNATED HANDICAP PARKING SPACES SHALL NOT EXCEED 2% IN ANYDIRECTION.DRAWING NO.:2400 E. Riverwalk DriveBoise, Idaho 83706www.lkvarchitects.com208.336.3443DATE:LKV PROJECT #:1930DRAWN BY:CHECKED BY:BLUE VALLEY ELEMENTARY SCHOOL WEST ADA SCHOOL DISTRICT W. AMERICAN FORK DR. Revisions # Description Date TLG PN: 11919003/31/2020GW/SCDDCZCHorizontal Scale: 020'40'1" = 20'Grading - Area 4AHorizontal Scale: 020'40'1" = 20'Grading - Area 4BAREA 4B AREA 3AREA 4A File Location:g:\2019\119190\cad\_cd\119190 cd c400 grading.dwgLast Plotted By:david duperaultDate Plotted:Tuesday, March 31 2020 at 03:36 PM Area 4GradingC4.04W. AMER ICAN FORK DR .W. AMER ICAN FORK DR .S. LINDER RDS. WOODHOUSE AVE DNNVAN 6''SD6''SD 8''W8''W8''W8''W8''W8''W 8''W 8''W 8''W 8''W8''W8''W8''W8''W8''W6''W W2''W 2''W MTRMTRWWW W W 4''SS G G G G G G12''SD12''SD12''SD8''SD8''SDDSDS DS DS DS 6''SD6''SD6''SD6'' S D 8''SDCOCOEPEPEPEPEP EPDS DSPIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRCO COMW MWMWMWFO AREA 1AREA 2AREA 3 AREA 1203-LF 8-IN C900175-LF 8-IN C900 80-LF 8-IN C900320-LF 8-IN C90042-LF 6-IN C900 16-LF 8-IN C90016-LF 8-IN C90013-LF 6-IN C9001556690°90°447852-LF FIRE SERVICE28-LF FIRE SERVICE109111122221112121123333121FF: 2603.75 = 100'-00" Arch.FF: 2603.75 = 100'-00" Arch.42-LF OF 4-IN PVC AT 2.81%4-IN PVCIE: 2599.504-IN PVCIE: 2600.756-LF OF 4-IN PVC AT 2.00%9-LF OF 4-IN PVC AT 2.00%IE OUT: 2600.20IE IN: 2600.45RIM: 2603.52138-LF OF 12-IN PVC AT 0.30%35-LF OF 6-IN PVC AT 1.00%CLEANOUT PER ISPWC SD-506ARIM: 2600.94IE: 2600.57, 4-IN PVC48-LF OF 12-IN HDPE AT 0.00%72-LF OF 6-IN PVC AT 2.00%71-LF OF 6-IN PVC AT 1.36%33-LF OF 6-IN PVC AT 1.36%74-LF OF 8-IN PVC AT 1.45%65-LF OF 8-IN PVC AT 1.75%21-LF OF 8-IN PVC AT 0.57%58-LF OF 6-IN PVC AT 1.76%3 8 - L F O F 6 - I N P V C A T 1 . 7 6 % 78-LF OF 6-IN PVC AT 1.76%8-LF OF 6-IN PVC AT 2.00%66-LF OF 12-IN HDPE AT 0.00%69-LF OF 12-IN HDPE AT 0.00%30-LF OF 12-IN HDPE AT 0.00%SD STRC 1.1SD STRC 2.1SD STRC 3.1SD STRC 3.2SD STRC 6.3SD STRC 7.1CLEANOUT PER ISPWC SD-506ARIM: 2603.37IE: 2599.51, 6-IN PVCCLEANOUT PER ISPWC SD-506ARIM: 2603.62IE: 2598.65, 6-IN PVCCLEANOUT PER ISPWC SD-506ARIM: 2603.69IE: 2599.37, 8-IN PVCCLEANOUT PER ISPWC SD-506ARIM: 2603.67IE: 2601.55, 6-IN PVC16-LF 6-IN PVC AT 1.00% MIN.5-LF 6-IN PVC AT 1.00% MIN.5-LF 6-IN PVC AT 1.00% MIN.4-LF 6-IN PVC AT 1.00% MIN.5-LF 6-IN PVC AT 1.00% MIN.11-LF 6-IN PVC AT 1.00% MIN.25-LF 4-IN PVC AT 1.00% MIN.8-IN TEE WITH REDUCERSIE: 2600.6325'7'64'15'61'15'43'13'20' WATER EASEMENT20' WATEREASEMENT3.14-LF 6-IN PVCAT 1.00% MIN.9'15'SEEPAGE BED 1TOP OF ROCK: 2598.50BOTTOM OF ROCK: 2592.00BOTTOM OF SAND: 2590.50SEEPAGE BED 2TOP OF ROCK: 2598.50BOTTOM OF ROCK: 2592.00BOTTOM OF SAND: 2590.509'L x 15' W DRAINAGE WINDOWBOTTOM OF SAND: 2589.0±SEEPAGE BED 3TOP OF ROCK: 2600.50BOTTOM OF ROCK: 2592.00BOTTOM OF SAND: 2590.50#Water Keynotes:1.REMOVE BLOW OFF AND CONNECT TO EXISTING.2.RELOCATE EXISTING FIRE HYDRANT AND VALVE WHERE SHOWN.INSTALL:2.1.12"x6" TEE (MJ x FL)2.2.THRUST BLOCK PER ISPWC SD-403.3.LOCATE AND CONNECT TO EXISTING 12" MAINLINE. INSTALL:3.1.12" CROSS (FL) WITH 12"x8" REDUCER (FL)3.2.8" GATE VALVE (FL)3.3.THRUST BLOCK PER ISPWC SD-403.4.INSTALL PIPE BEND (MJ), ANGLE PER PLAN. THRUST BLOCK PER ISPWCSD-403.5.INSTALL FIRE HYDRANT PER MERIDIAN STANDARD DRAWING W8.6.INSTALL 8" GATE VALVE (MJ) PER MERIDIAN STANDARD DRAWING W11.7.INSTALL TWO (2) 2" WATER SERVICE AND METERS PER MERIDIANSTANDARD DRAWING W4. MANFOLD SERVICE LINES DOWNSTREAM OFMETER TO SINGLE 4" C900 SERVICE LINE. COORDINATE CONTINUATIONTO BUILDING WITH BUILDING PLUMBING PLAN.8.BUILDING FIRE SPRINKLER SERVICE LINE. SIZE PER FIRE SPRINKLERCONTRACTOR.9.POST-INDICATOR VALVE PER SPECIFICATION SECTION 33100.10.INSTALL GATE VALVE (MJ) PER MERIDIAN STANDARD DRAWING W11.SIZE PER FIRE SPRINKLER CONTRACTOR. THRUST BLOCK PER ISPWCSD-103.11.POTABLE/NON-POTABLE WATER CROSSING. SEE WATER NOTE 2/C0.00.#Storm Keynotes:1.DOWNSPOUT CONNECTION PER DETAIL 2/C5.50. IE: 2601.002.MECHANICAL ROOF DRAIN CONNECTION. STUB 4-IN PVC TO LOCATION NOTED ONPLAN. PROVIDE TRANSITION COUPLING AS NECESSARY TO MATCH BUILDING ROOFDRAIN PIPE SIZE. COORDINATE CONTINUATION WITH BUILDING PLUMBING PLANS.IE: 2601.753.SEEPAGE BED PER DETAIL 1/C5.50.#Sewer Keynotes:1.COORDINATE CONTINUATION WITH BUILDING PLUMBING PLAN.2.GREASE INTERCEPTOR PER BUILDING PLUMBING PLAN.3.TYPE A SEWER SERVICE CONNECTION PER ISPWC SD-511.Structure TableSTRUCTURE NAMESD STRC 1.1SD STRC 2.1SD STRC 3.1SD STRC 3.2SD STRC 4.1SD STRC 4.2SD STRC 5.1SD STRC 5.2SD STRC 5.3SD STRC 5.4SD STRC 6.1SD STRC 6.2SD STRC 6.3SD STRC 6.4SD STRC 6.5SD STRC 6.6SD STRC 6.7SD STRC 6.8SD STRC 7.1STRUCTURE DETAILS RIM: 2600.29 SUMP: 2592.72IE OUT: 2596.39 (SE) RIM: 2600.20 SUMP: 2592.65IE OUT: 2596.32 (SE) RIM: 2602.10 SUMP: 2594.28IE IN: 2598.20 (NE)IE OUT: 2597.95 (SW) RIM: 2602.73 SUMP: 2598.34IE OUT: 2599.34 (SW) RIM: 2603.27 SUMP: 2595.35IE IN: 2599.27 (N)IE IN: 2599.27 (NW)IE OUT: 2599.02 (S) RIM: 2602.90 SUMP: 2598.74IE OUT: 2599.74 (S) RIM: 2602.78 SUMP: 2595.20IE IN: 2599.12 (NE)IE OUT: 2598.87 (W) RIM: 2603.19 SUMP: 2595.27IE IN: 2599.19 (N)IE IN: 2599.19 (SW)IE OUT: 2598.94 (E) RIM: 2602.87 SUMP: 2598.40IE OUT: 2599.40 (S) RIM: 2602.72 SUMP: 2598.49IE OUT: 2599.49 (NE) RIM: 2602.67 SUMP: 2593.79IE IN: 2597.71 (N)IE OUT: 2597.46 (SE) RIM: 2601.85 SUMP: 2596.89IE IN: 2597.89 (NE)IE OUT: 2597.89 (S) RIM: 2601.01 SUMP: 2597.00IE OUT: 2598.00 (SW) RIM: 2602.96 SUMP: 2593.76IE IN: 2597.76 (SE)IE IN: 2597.68 (NE)IE OUT: 2597.43 (NW) RIM: 2602.62 SUMP: 2597.10IE OUT: 2598.10 (SW) RIM: 2602.02 SUMP: 2597.15IE OUT: 2598.15 (NW) RIM: 2602.62 SUMP: 2599.16IE OUT: 2600.16 (S) RIM: 2602.62 SUMP: 2599.43IE OUT: 2600.43 (S) RIM: 2600.66 SUMP: 2591.88IE OUT: 2595.55 (SE)DRAWING NO.:2400 E. Riverwalk DriveBoise, Idaho 83706www.lkvarchitects.com208.336.3443DATE:LKV PROJECT #:1930DRAWN BY:CHECKED BY:BLUE VALLEY ELEMENTARY SCHOOL WEST ADA SCHOOL DISTRICT W. AMERICAN FORK DR. Revisions # Description Date TLG PN: 11919003/31/2020GW/SCDDCZCHorizontal Scale: 020'40'1" = 20'Drainage & Utilities - Area 1File Location:g:\2019\119190\cad\_cd\119190 cd c500 drainage and utilities.dwgLast Plotted By:david duperaultDate Plotted:Tuesday, March 31 2020 at 03:38 PM Area 1Drainage & UtilitiesC5.01S. SPANISH FORK WAY DNNVAN 6''SD6''SD 8''W8''W8''W8''W8''W6''W W2''W 2''W MTRMTRWWW W W 4 ' 'S S 4 ' 'S S 4 ' 'SS 4 ' 'S S 4 ' 'SS 4''SSCO GGGGGGGGGGGGGGGG G G G G G G G12''SD12''SD12''SD12''SD12''SDDS DSDSVANVANVAN12'' S D 12'' S D DS DSPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRR PIRR PIRR PIRR PIRR PIRR PIRRPIRRPIRRPIRRPIRRPIRRPIRR12''SD8''SD8' ' S D 8' ' S DCO CO6''SS CO4''SS 4''SS 4''SS 4''SS CO4''SS 4''SS 4''SS 4''SS 4''SSCOCOCOCOCOMWMWFOFOFO FO FO FO FO FO FO FO FO FO FO FO FO FO FO 8''SD8''SD AREA 1AREA 2AREA 4 AREA 2 203-LF 8-IN C90011-LF 6-IN C90042-LF 6-IN C9005 5290°4490 °7852-LF FIRE SERVICE28-LF FIRE SERVICE109112221121123312311FF: 2603.75 = 100'-00" Arch.FF: 2603.75 = 100'-00" Arch.FF: 2603.75 = 100'-00" Arch.66-LF OF 6-I N P V C A T 1 . 5 0 % 9 5 - L F O F 4 - IN PVC A T 1 . 9 8% 1 1 5 - L F O F 4 - IN PVC A T 1 . 9 8%40-LF OF 4-IN PVC AT 2.00%92-LF OF 4-IN PVC AT 2.00% 92-LF OF 4-IN PVC AT 1.97%92-LF OF 4-IN PVC AT 1.97%20-LF OF 4-IN PVC AT 2.81%42-LF OF 4-IN PVC AT 2.81%4-IN PVCIE: 2599.504-IN PVCIE: 2599.164-IN PVCIE: 2600.756-LF OF 4-IN PVC AT 2.00%9-LF OF 4-IN PVC AT 2.00%IE OUT: 2600.20IE IN: 2600.45RIM: 2603.521138-LF OF 12-IN PVC AT 0.30%60-LF OF 12-IN PVC AT 0.30%30-LF OF 12-IN HDPE AT 0.30%94-LF OF 12-IN HDPE AT 0.00%22-LF OF 12-IN HDPE AT 0.30%57-LF OF 12-IN PVC AT 0.30%72-LF OF 8-IN PVC AT 1.35%9 2 - L F O F 8 - I N P V C A T 1 . 3 5 %18-LF OF 8-IN PVC AT 1.00%18-LF OF 8-IN PVC AT 0.50%35-LF OF 6-IN PVC AT 1.00%CLEANOUT PER ISPWC SD-506ARIM: 2604.91IE: 2594.01, 6-IN PVCCLEANOUT PER ISPWC SD-506ARIM: 2603.87IE: 2595.89, 4-IN PVCCLEANOUT PER ISPWC SD-506ARIM: 2602.63IE: 2597.70, 4-IN PVCCLEANOUT PER ISPWC SD-506ARIM: 2603.44IE: 2596.65, 4-IN PVCCLEANOUT PER ISPWC SD-506ARIM: 2603.37IE: 2599.03, 4-IN PVCCLEANOUT PER ISPWC SD-506ARIM: 2600.94IE: 2600.57, 4-IN PVCCLEANOUT PER ISPWC SD-506ARIM: 2604.35IE: 2594.81, 4-IN PVC85- L F O F 1 2 - I N P V C A T 0 . 5 0 %48-LF OF 12-IN HDPE AT 0.00%78-LF OF 6-IN PVC AT 1.76%SD STRC 6.8SD STRC 6.7SD STRC 6.4SD STRC 6.6SD STRC 6.5SD STRC 6.1SD STRC 6.2SD STRC 6.3SD STRC 7.1CLEANOUT PER ISPWC SD-506ARIM: 2603.62IE: 2598.65, 6-IN PVCCLEANOUT PER ISPWC SD-506ARIM: 2603.67IE: 2601.55, 6-IN PVC101-LF OF 8-IN PVC AT 0.66%CLEANOUT PERISPWC SD-506ARIM: 2603.20IE: 2599.97, 8-IN PVCCLEANOUT PER ISPWC SD-506ARIM: 2603.42IE: 2598.73, 8-IN PVC12-LF 6-IN PVCAT 1.00% MIN.12-LF 6-IN PVCAT 1.00% MIN.14-LF 6-IN PVCAT 1.00% MIN.16-LF 6-IN PVC AT 1.00% MIN.5-LF 6-IN PVC AT 1.00% MIN.92-LF OF 4-IN PVC AT 2.00%4-IN TEEIE: 2598.488-IN TEE WITH REDUCERSIE: 2600.6394'15'43'13'GAS SERVICE LINE SHOWN FOR REFERENCE ONLY.CONTRACTOR TO COORDINATE DIRECTLY WITHINTERMOUNTAIN GAS COMPANY FOR SERVICE LINELOCATION AND INSTALLATION.4-LF 6-IN PVCAT 1.00% MIN.16'15'3.1#Water Keynotes:1.REMOVE BLOW OFF AND CONNECT TO EXISTING.2.RELOCATE EXISTING FIRE HYDRANT AND VALVE WHERE SHOWN.INSTALL:2.1.12"x6" TEE (MJ x FL)2.2.THRUST BLOCK PER ISPWC SD-403.3.LOCATE AND CONNECT TO EXISTING 12" MAINLINE. INSTALL:3.1.12" CROSS (FL) WITH 12"x8" REDUCER (FL)3.2.8" GATE VALVE (FL)3.3.THRUST BLOCK PER ISPWC SD-403.4.INSTALL PIPE BEND (MJ), ANGLE PER PLAN. THRUST BLOCK PER ISPWCSD-403.5.INSTALL FIRE HYDRANT PER MERIDIAN STANDARD DRAWING W8.6.INSTALL 8" GATE VALVE (MJ) PER MERIDIAN STANDARD DRAWING W11.7.INSTALL TWO (2) 2" WATER SERVICE AND METERS PER MERIDIANSTANDARD DRAWING W4. MANFOLD SERVICE LINES DOWNSTREAM OFMETER TO SINGLE 4" C900 SERVICE LINE. COORDINATE CONTINUATIONTO BUILDING WITH BUILDING PLUMBING PLAN.8.BUILDING FIRE SPRINKLER SERVICE LINE. SIZE PER FIRE SPRINKLERCONTRACTOR.9.POST-INDICATOR VALVE PER SPECIFICATION SECTION 33100.10.INSTALL GATE VALVE (MJ) PER MERIDIAN STANDARD DRAWING W11.SIZE PER FIRE SPRINKLER CONTRACTOR. THRUST BLOCK PER ISPWCSD-103.11.POTABLE/NON-POTABLE WATER CROSSING. SEE WATER NOTE 2/C0.00.#Storm Keynotes:1.DOWNSPOUT CONNECTION PER DETAIL 2/C5.50. IE: 2601.002.MECHANICAL ROOF DRAIN CONNECTION. STUB 4-IN PVC TO LOCATION NOTED ONPLAN. PROVIDE TRANSITION COUPLING AS NECESSARY TO MATCH BUILDING ROOFDRAIN PIPE SIZE. COORDINATE CONTINUATION WITH BUILDING PLUMBING PLANS.IE: 2601.753.SEEPAGE BED PER DETAIL 1/C5.50.#Sewer Keynotes:1.COORDINATE CONTINUATION WITH BUILDING PLUMBING PLAN.2.GREASE INTERCEPTOR PER BUILDING PLUMBING PLAN.3.TYPE A SEWER SERVICE CONNECTION PER ISPWC SD-511.Structure TableSTRUCTURE NAMESD STRC 1.1SD STRC 2.1SD STRC 3.1SD STRC 3.2SD STRC 4.1SD STRC 4.2SD STRC 5.1SD STRC 5.2SD STRC 5.3SD STRC 5.4SD STRC 6.1SD STRC 6.2SD STRC 6.3SD STRC 6.4SD STRC 6.5SD STRC 6.6SD STRC 6.7SD STRC 6.8SD STRC 7.1STRUCTURE DETAILS RIM: 2600.29 SUMP: 2592.72IE OUT: 2596.39 (SE) RIM: 2600.20 SUMP: 2592.65IE OUT: 2596.32 (SE) RIM: 2602.10 SUMP: 2594.28IE IN: 2598.20 (NE)IE OUT: 2597.95 (SW) RIM: 2602.73 SUMP: 2598.34IE OUT: 2599.34 (SW) RIM: 2603.27 SUMP: 2595.35IE IN: 2599.27 (N)IE IN: 2599.27 (NW)IE OUT: 2599.02 (S) RIM: 2602.90 SUMP: 2598.74IE OUT: 2599.74 (S) RIM: 2602.78 SUMP: 2595.20IE IN: 2599.12 (NE)IE OUT: 2598.87 (W) RIM: 2603.19 SUMP: 2595.27IE IN: 2599.19 (N)IE IN: 2599.19 (SW)IE OUT: 2598.94 (E) RIM: 2602.87 SUMP: 2598.40IE OUT: 2599.40 (S) RIM: 2602.72 SUMP: 2598.49IE OUT: 2599.49 (NE) RIM: 2602.67 SUMP: 2593.79IE IN: 2597.71 (N)IE OUT: 2597.46 (SE) RIM: 2601.85 SUMP: 2596.89IE IN: 2597.89 (NE)IE OUT: 2597.89 (S) RIM: 2601.01 SUMP: 2597.00IE OUT: 2598.00 (SW) RIM: 2602.96 SUMP: 2593.76IE IN: 2597.76 (SE)IE IN: 2597.68 (NE)IE OUT: 2597.43 (NW) RIM: 2602.62 SUMP: 2597.10IE OUT: 2598.10 (SW) RIM: 2602.02 SUMP: 2597.15IE OUT: 2598.15 (NW) RIM: 2602.62 SUMP: 2599.16IE OUT: 2600.16 (S) RIM: 2602.62 SUMP: 2599.43IE OUT: 2600.43 (S) RIM: 2600.66 SUMP: 2591.88IE OUT: 2595.55 (SE)DRAWING NO.:2400 E. Riverwalk DriveBoise, Idaho 83706www.lkvarchitects.com208.336.3443DATE:LKV PROJECT #:1930DRAWN BY:CHECKED BY:BLUE VALLEY ELEMENTARY SCHOOL WEST ADA SCHOOL DISTRICT W. AMERICAN FORK DR. Revisions # Description Date TLG PN: 11919003/31/2020GW/SCDDCZCHorizontal Scale: 020'40'1" = 20'Drainage & Utilities - Area 2File Location:g:\2019\119190\cad\_cd\119190 cd c500 drainage and utilities.dwgLast Plotted By:david duperaultDate Plotted:Tuesday, March 31 2020 at 03:39 PM Area 2Drainage & UtilitiesC5.02S. SPANISH FORK WAY W. AMERICAN FORK DR.S. FARMINGTON A V E EP EP EP EP EP EP EP EP EPEPEPEPEPEP EPEPEPEPEPEPEPEPEPEP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EPEPEPEPEPEPEPEPEPEP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP 8''W8''W8''W8''W8''W8''W 8''W 8''W 8''W 8''W 6''SD6''SD12''SD12''SD12''SDDSDSDSDSDS DSDS6''SD6''SD6''SD8''SD DS PIRRPIRRPIRRPIRRPIRRPIRR PIRR PIRR PIRR PIRR PIRRPIRRPIRR MWCOAREA 3AREA 3AREA 1 26-LF 8-IN C90023-LF 8-IN C900141-LF 8-IN C900115-LF 8-IN C900 13-LF 6-IN C9005690°22.5°22.5°44411112121211211111213FF: 2603.75 = 100'-00" Arch.163-LF OF 6-IN PVC AT 2.02%99-LF OF 6-IN PVC AT 1.20%35-LF OF 8-IN PVC AT 0.50%41-LF OF 8-IN PVC AT 0.92%37-LF OF 12-IN HDPE AT 0.00%41-LF OF 12-IN HDPE AT 0.50%23-LF OF 8-IN PVC AT 0.50%53-LF OF 6-IN PVC AT 2.91%47-LF OF 6-IN PVC AT 2.95%72-LF OF 8-IN PVC AT 0.65%SD STRC 4.2SD STRC 4.1CLEANOUT PER ISPWC SD-506ARIM: 2603.15IE: 2599.36, 8-IN PVC5-LF 6-IN PVC AT 1.00% MIN.5-LF 6-IN PVC AT 1.00% MIN.5-LF 6-IN PVC AT 1.00% MIN.5-LF 6-IN PVC AT 1.00% MIN.20-LF 6-IN PVC AT 1.00% MIN.5-LF 6-IN PVC AT 1.00% MIN.4-LF 6-IN PVC AT 1.00% MIN.5-LF 6-IN PVC AT 1.00% MIN.AREA 44C5.504C5.504C5.508'37'20' WATER EASEMENT13'4'5'4'4'5'4'13'8'8'11'6'3.12-LF 6-IN PVC AT 1.00% MIN.#Water Keynotes:1.REMOVE BLOW OFF AND CONNECT TO EXISTING.2.RELOCATE EXISTING FIRE HYDRANT AND VALVE WHERE SHOWN.INSTALL:2.1.12"x6" TEE (MJ x FL)2.2.THRUST BLOCK PER ISPWC SD-403.3.LOCATE AND CONNECT TO EXISTING 12" MAINLINE. INSTALL:3.1.12" CROSS (FL) WITH 12"x8" REDUCER (FL)3.2.8" GATE VALVE (FL)3.3.THRUST BLOCK PER ISPWC SD-403.4.INSTALL PIPE BEND (MJ), ANGLE PER PLAN. THRUST BLOCK PER ISPWCSD-403.5.INSTALL FIRE HYDRANT PER MERIDIAN STANDARD DRAWING W8.6.INSTALL 8" GATE VALVE (MJ) PER MERIDIAN STANDARD DRAWING W11.7.INSTALL TWO (2) 2" WATER SERVICE AND METERS PER MERIDIANSTANDARD DRAWING W4. MANFOLD SERVICE LINES DOWNSTREAM OFMETER TO SINGLE 4" C900 SERVICE LINE. COORDINATE CONTINUATIONTO BUILDING WITH BUILDING PLUMBING PLAN.8.BUILDING FIRE SPRINKLER SERVICE LINE. SIZE PER FIRE SPRINKLERCONTRACTOR.9.POST-INDICATOR VALVE PER SPECIFICATION SECTION 33100.10.INSTALL GATE VALVE (MJ) PER MERIDIAN STANDARD DRAWING W11.SIZE PER FIRE SPRINKLER CONTRACTOR. THRUST BLOCK PER ISPWCSD-103.11.POTABLE/NON-POTABLE WATER CROSSING. SEE WATER NOTE 2/C0.00.#Storm Keynotes:1.DOWNSPOUT CONNECTION PER DETAIL 2/C5.50. IE: 2601.002.MECHANICAL ROOF DRAIN CONNECTION. STUB 4-IN PVC TO LOCATION NOTED ONPLAN. PROVIDE TRANSITION COUPLING AS NECESSARY TO MATCH BUILDING ROOFDRAIN PIPE SIZE. COORDINATE CONTINUATION WITH BUILDING PLUMBING PLANS.IE: 2601.753.SEEPAGE BED PER DETAIL 1/C5.50.#Sewer Keynotes:1.COORDINATE CONTINUATION WITH BUILDING PLUMBING PLAN.2.GREASE INTERCEPTOR PER BUILDING PLUMBING PLAN.3.TYPE A SEWER SERVICE CONNECTION PER ISPWC SD-511.Structure TableSTRUCTURE NAMESD STRC 1.1SD STRC 2.1SD STRC 3.1SD STRC 3.2SD STRC 4.1SD STRC 4.2SD STRC 5.1SD STRC 5.2SD STRC 5.3SD STRC 5.4SD STRC 6.1SD STRC 6.2SD STRC 6.3SD STRC 6.4SD STRC 6.5SD STRC 6.6SD STRC 6.7SD STRC 6.8SD STRC 7.1STRUCTURE DETAILS RIM: 2600.29 SUMP: 2592.72IE OUT: 2596.39 (SE) RIM: 2600.20 SUMP: 2592.65IE OUT: 2596.32 (SE) RIM: 2602.10 SUMP: 2594.28IE IN: 2598.20 (NE)IE OUT: 2597.95 (SW) RIM: 2602.73 SUMP: 2598.34IE OUT: 2599.34 (SW) RIM: 2603.27 SUMP: 2595.35IE IN: 2599.27 (N)IE IN: 2599.27 (NW)IE OUT: 2599.02 (S) RIM: 2602.90 SUMP: 2598.74IE OUT: 2599.74 (S) RIM: 2602.78 SUMP: 2595.20IE IN: 2599.12 (NE)IE OUT: 2598.87 (W) RIM: 2603.19 SUMP: 2595.27IE IN: 2599.19 (N)IE IN: 2599.19 (SW)IE OUT: 2598.94 (E) RIM: 2602.87 SUMP: 2598.40IE OUT: 2599.40 (S) RIM: 2602.72 SUMP: 2598.49IE OUT: 2599.49 (NE) RIM: 2602.67 SUMP: 2593.79IE IN: 2597.71 (N)IE OUT: 2597.46 (SE) RIM: 2601.85 SUMP: 2596.89IE IN: 2597.89 (NE)IE OUT: 2597.89 (S) RIM: 2601.01 SUMP: 2597.00IE OUT: 2598.00 (SW) RIM: 2602.96 SUMP: 2593.76IE IN: 2597.76 (SE)IE IN: 2597.68 (NE)IE OUT: 2597.43 (NW) RIM: 2602.62 SUMP: 2597.10IE OUT: 2598.10 (SW) RIM: 2602.02 SUMP: 2597.15IE OUT: 2598.15 (NW) RIM: 2602.62 SUMP: 2599.16IE OUT: 2600.16 (S) RIM: 2602.62 SUMP: 2599.43IE OUT: 2600.43 (S) RIM: 2600.66 SUMP: 2591.88IE OUT: 2595.55 (SE)DRAWING NO.:2400 E. Riverwalk DriveBoise, Idaho 83706www.lkvarchitects.com208.336.3443DATE:LKV PROJECT #:1930DRAWN BY:CHECKED BY:BLUE VALLEY ELEMENTARY SCHOOL WEST ADA SCHOOL DISTRICT W. AMERICAN FORK DR. Revisions # Description Date TLG PN: 11919003/31/2020GW/SCDDCZCHorizontal Scale: 020'40'1" = 20'Drainage & Utilities - Area 3File Location:g:\2019\119190\cad\_cd\119190 cd c500 drainage and utilities.dwgLast Plotted By:david duperaultDate Plotted:Tuesday, March 31 2020 at 03:39 PM Area 3Drainage & UtilitiesC5.03S. LINDER RD VITREOUS CHINAC_LAVATORYKINGSTONK-2005 VITREOUS CHINAC_LAVATORYKINGSTONK-2005 EPEP EP EPEPEPE P E PEPEPE P EP VITREOUS CHINAC_LAVATORYKINGSTONK-2005 VITREOUS CHINAC_LAVATORYKINGSTONK-2005 EPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEP EPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEP8''W 8''W 8''W8''W 8'' W 8''W 8''W 8''W6''W6''W6''W4''SS4''SSGGGGGG GGGGGG12''SD DSDSDSDSDSDSDSDSDSDS 6''SD6''SD6''SD6''SD8''SDPIRRPIRRPIRR PIRR PIRRPIRRPIRRPIRRPIRRPIRR PIRR PIRR COMWFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO8''SD8''SD AREA 3AREA 4AREA 2 1 9 4 - L F 8 - I N C 9 0 081-LF 8-IN C9008-LF 8-IN C90017-LF 6-IN C900120-LF 6-IN C90011-LF 6-IN C9009-LF 6-IN C90052345°67.5°444422.5°90°1121111121211231FF: 2603.75 = 100'-00" Arch.115-LF OF 4-IN PVC AT 1.98%4-IN PVCIE: 2598.251CLEANOUT PER ISPWC SD-506A15-LF OF 12-IN HDPE AT 0.93%20-LF OF 6-IN PVC AT 5.77%67-LF OF 6-IN PVC AT 2.01%39-LF OF 8-IN PVC AT 0.50%7-LF OF 8-IN PVC AT 0.50%33-LF OF 8-IN PVC AT 0.50%16-LF OF 8-IN PVC AT 0.50%75-LF OF 6-IN PVC AT 1.93%63-LF OF 6-IN PVC AT 2.26%SD STRC 5.1SD STRC 5.2SD STRC 5.4101-LF OF 8-IN PVC AT 0.66%CLEANOUT PERISPWC SD-506ARIM: 2603.20IE: 2599.97, 8-IN PVC12-LF 6-IN PVCAT 1.00% MIN.12-LF 6-IN PVCAT 1.00% MIN.14-LF 6-IN PVCAT 1.00% MIN.16-LF 6-IN PVC AT 1.00% MIN.5-LF 6-IN PVC AT 1.00% MIN.5-LF 6-IN PVC AT 1.00% MIN.5-LF 6-IN PVC AT 1.00% MIN.5-LF 6-IN PVC AT 1.00% MIN.5-LF 6-IN PVC AT 1.00% MIN.5-LF 6-IN PVC AT 1.00% MIN.5-LF 6-IN PVC AT 1.00% MIN.8-IN TEE WITH REDUCERSIE: 2600.63SD STRC 5.3AREA 44C5.504C5.5049'15'30-LF OF 8-IN PVC AT 1.00%20' WATER EASEMENT20' WATER EASEMENT13'4'5'4'4'5'4'GAS SERVICE LINE SHOWN FOR REFERENCE ONLY.CONTRACTOR TO COORDINATE DIRECTLY WITHINTERMOUNTAIN GAS COMPANY FOR SERVICE LINELOCATION AND INSTALLATION.FUTURE CONDUIT WITH FIBER OPTIC CABLEBY OTHERS. SHOWN FOR REFERENCE ONLY2-LF 6-IN PVC AT 1.00% MIN.4-LF 6-IN PVCAT 1.00% MIN.49-LF OF 12-IN HDPE AT 0.00%8-LF OF 12-IN HDPE AT 0.88%9'15'3.1#Water Keynotes:1.REMOVE BLOW OFF AND CONNECT TO EXISTING.2.RELOCATE EXISTING FIRE HYDRANT AND VALVE WHERE SHOWN.INSTALL:2.1.12"x6" TEE (MJ x FL)2.2.THRUST BLOCK PER ISPWC SD-403.3.LOCATE AND CONNECT TO EXISTING 12" MAINLINE. INSTALL:3.1.12" CROSS (FL) WITH 12"x8" REDUCER (FL)3.2.8" GATE VALVE (FL)3.3.THRUST BLOCK PER ISPWC SD-403.4.INSTALL PIPE BEND (MJ), ANGLE PER PLAN. THRUST BLOCK PER ISPWCSD-403.5.INSTALL FIRE HYDRANT PER MERIDIAN STANDARD DRAWING W8.6.INSTALL 8" GATE VALVE (MJ) PER MERIDIAN STANDARD DRAWING W11.7.INSTALL TWO (2) 2" WATER SERVICE AND METERS PER MERIDIANSTANDARD DRAWING W4. MANFOLD SERVICE LINES DOWNSTREAM OFMETER TO SINGLE 4" C900 SERVICE LINE. COORDINATE CONTINUATIONTO BUILDING WITH BUILDING PLUMBING PLAN.8.BUILDING FIRE SPRINKLER SERVICE LINE. SIZE PER FIRE SPRINKLERCONTRACTOR.9.POST-INDICATOR VALVE PER SPECIFICATION SECTION 33100.10.INSTALL GATE VALVE (MJ) PER MERIDIAN STANDARD DRAWING W11.SIZE PER FIRE SPRINKLER CONTRACTOR. THRUST BLOCK PER ISPWCSD-103.11.POTABLE/NON-POTABLE WATER CROSSING. SEE WATER NOTE 2/C0.00.#Storm Keynotes:1.DOWNSPOUT CONNECTION PER DETAIL 2/C5.50. IE: 2601.002.MECHANICAL ROOF DRAIN CONNECTION. STUB 4-IN PVC TO LOCATION NOTED ONPLAN. PROVIDE TRANSITION COUPLING AS NECESSARY TO MATCH BUILDING ROOFDRAIN PIPE SIZE. COORDINATE CONTINUATION WITH BUILDING PLUMBING PLANS.IE: 2601.753.SEEPAGE BED PER DETAIL 1/C5.50.#Sewer Keynotes:1.COORDINATE CONTINUATION WITH BUILDING PLUMBING PLAN.2.GREASE INTERCEPTOR PER BUILDING PLUMBING PLAN.3.TYPE A SEWER SERVICE CONNECTION PER ISPWC SD-511.Structure TableSTRUCTURE NAMESD STRC 1.1SD STRC 2.1SD STRC 3.1SD STRC 3.2SD STRC 4.1SD STRC 4.2SD STRC 5.1SD STRC 5.2SD STRC 5.3SD STRC 5.4SD STRC 6.1SD STRC 6.2SD STRC 6.3SD STRC 6.4SD STRC 6.5SD STRC 6.6SD STRC 6.7SD STRC 6.8SD STRC 7.1STRUCTURE DETAILS RIM: 2600.29 SUMP: 2592.72IE OUT: 2596.39 (SE) RIM: 2600.20 SUMP: 2592.65IE OUT: 2596.32 (SE) RIM: 2602.10 SUMP: 2594.28IE IN: 2598.20 (NE)IE OUT: 2597.95 (SW) RIM: 2602.73 SUMP: 2598.34IE OUT: 2599.34 (SW) RIM: 2603.27 SUMP: 2595.35IE IN: 2599.27 (N)IE IN: 2599.27 (NW)IE OUT: 2599.02 (S) RIM: 2602.90 SUMP: 2598.74IE OUT: 2599.74 (S) RIM: 2602.78 SUMP: 2595.20IE IN: 2599.12 (NE)IE OUT: 2598.87 (W) RIM: 2603.19 SUMP: 2595.27IE IN: 2599.19 (N)IE IN: 2599.19 (SW)IE OUT: 2598.94 (E) RIM: 2602.87 SUMP: 2598.40IE OUT: 2599.40 (S) RIM: 2602.72 SUMP: 2598.49IE OUT: 2599.49 (NE) RIM: 2602.67 SUMP: 2593.79IE IN: 2597.71 (N)IE OUT: 2597.46 (SE) RIM: 2601.85 SUMP: 2596.89IE IN: 2597.89 (NE)IE OUT: 2597.89 (S) RIM: 2601.01 SUMP: 2597.00IE OUT: 2598.00 (SW) RIM: 2602.96 SUMP: 2593.76IE IN: 2597.76 (SE)IE IN: 2597.68 (NE)IE OUT: 2597.43 (NW) RIM: 2602.62 SUMP: 2597.10IE OUT: 2598.10 (SW) RIM: 2602.02 SUMP: 2597.15IE OUT: 2598.15 (NW) RIM: 2602.62 SUMP: 2599.16IE OUT: 2600.16 (S) RIM: 2602.62 SUMP: 2599.43IE OUT: 2600.43 (S) RIM: 2600.66 SUMP: 2591.88IE OUT: 2595.55 (SE)DRAWING NO.:2400 E. Riverwalk DriveBoise, Idaho 83706www.lkvarchitects.com208.336.3443DATE:LKV PROJECT #:1930DRAWN BY:CHECKED BY:BLUE VALLEY ELEMENTARY SCHOOL WEST ADA SCHOOL DISTRICT W. AMERICAN FORK DR. Revisions # Description Date TLG PN: 11919003/31/2020GW/SCDDCZCHorizontal Scale: 020'40'1" = 20'Drainage & Utilities - Area 4File Location:g:\2019\119190\cad\_cd\119190 cd c500 drainage and utilities.dwgLast Plotted By:david duperaultDate Plotted:Tuesday, March 31 2020 at 03:39 PM Area 4Drainage & UtilitiesC5.04W. AMER ICAN FORK DR .S. WOODHOUSE AVE DRAWING NO.:2400 E. Riverwalk DriveBoise, Idaho 83706www.lkvarchitects.com208.336.3443DATE:LKV PROJECT #:1930DRAWN BY:CHECKED BY:BLUE VALLEY ELEMENTARY SCHOOL WEST ADA SCHOOL DISTRICT W. AMERICAN FORK DR. Revisions # Description Date TLG PN: 11919003/31/2020GW/SCDDCZCFile Location:g:\2019\119190\cad\_cd\119190 cd c550 utility details.dwgLast Plotted By:david duperaultDate Plotted:Tuesday, March 31 2020 at 03:41 PM C5.50Utility DetailsPERFORATED STORM DRAIN PIPEAS SPECIFIED ON PLANAASECTION A-A1'PLANPROFILEVARIESSEE PLANSVARIESSEE PLANS SOLID WALL PIPE.EXTEND 1' INTO DRAIN ROCK.1' MIN.TOP OF ROCKVARIESSEE PLANS3'MIN.SAND AND GREASE TRAPSEASONAL HIGH GROUNDWATERBOTTOM OF ROCK18" MIN. DEPTH ASTMC-33 SANDNATIVE FREE DRAINING SOILSNOTES:1.CONTRACTOR SHALL NOTIFY ENGINEER PRIOR TO TRENCH CONSTRUCTION. 24-HOURADVANCED NOTICE IS REQUIRED FOR INSPECTION.2.SEPARATION FROM THE BOTTOM OF ANY INFILTRATION FACILITY TO SEASONAL HIGH GROUNDWATER OR BED ROCK SHALL BE A MINIMUM OF 3 FEET. CONTRACTOR SHALL NOTIFY THEDESIGNER ENGINEER IMMEDIATELY IF GROUNDWATER OR BEDROCK IS ENCOUNTERED WITHIN3 FEET OF THE BOTTOM DESIGN ELEVATION OF ANY INFILTRATION FACILITY.3.GROUND WATER DATA AND SOIL INFORMATION FOR THIS SITE IS BASED UPON MTIGEOTECHNICAL ENGINEERING REPORT, FILE NO. XXXX, DATED MM/DD/YYYY.1' MIN.FINISH GRADEVARIES SEE PLANS 18" MIN. DEPTH ASTMC-33 SANDVARIESEXTEND BOTTOM OF SUMP 12"MIN. INTO FREE DRAINING SOILS2" WASHED DRAIN ROCKAASHTO M288 CLASS 2 NON-WOVENGEOTEXTILE ON SIDES AND TOP ONLY.12" PRE-MANUFACTURED PERFORATEDN-12 ADS PIPE OR APPROVED EQUAL.SEE PLANS FOR INVERT.1' MIN. OVERLAP OR ASRECOMMENDEDBY MANUFACTURERMONITORING WELL PERDETAIL THIS SHEET1' MIN.W1Seepage Bed Scale: NTSFINISH GRADE12"18"5'13'12"ASTM C33 FILTER SANDDRAINAGE FABRIC ON ALL SIDES AND BOTTOM OF SAND2" DRAIN ROCK. EXTEND 12 INCHESINTO NATIVE FREE DRAINING SOILSDRAINAGE FABRIC ON ALL SIDES OF ROCKVARIESSEE NOTE 2VARIES SEE NOTE 2NATIVE FREE DRAINING SOILSNATIVE SOILSNOTES:1.SOIL INFORMATION BASED UPON MTI GEOTECHNICAL ENGINEERING REPORT, FILE NO. XXXXX, DATED MM/DD/YYYY.2.EXISTING SOIL CONDITIONS VARY ACROSS THE SITE. PER THE GEOTECHNICAL ENGINEERING REPORT, NATIVE FREE DRAININGSOILS SHOULD BE ENCOUNTERED AT DEPTHS RANGING FROM X FEET TO X FEET BELOW EXISTING GROUND.3.ACTUAL EXCAVATION DEPTHS TO NATIVE FREE DRAINING SOILS WILL VARY. CONTRACTOR SHALL NOTIFY ENGINEER IF FREEDRAINING SOIL IS NOT ENCOUNTERED WITHIN THE EXPECTED RANGE.4.LOCATE DRAINAGE WINDOWS WHERE SHOWN ON PLAN. REFER TO LANDSCAPE PLAN FOR TOPSOIL REQUIREMENTS INLOCATIONS NOT COVERING INFILTRATION WINDOWS.PROTECT TOP OF INFILTRATION WINDOW FROMCONTAMINATION THROUGHOUT THE COURSE OFCONSTRUCTION. REMOVE PROTECTION ONLY AFTER FINALSOIL STABILIZATION HAS BEEN ACHIEVED.REFER TO DETAIL 5/L1.506"3Drainage Swale with Infiltration WindowScale: NTSVARIES (1' BELOW BOTTOM OF SEEPAGE BED)WELLCAPWELLCAP3/4"-MINUS, 1.5"-2" DRAINROCK, OR ASTM C-33 FILTERSANDPVC END CAP, SOLVENT WELD ORGASKETED (WATERTIGHT)12"6"FINISH GRADE18"18"24" D IA .24"6"PLAN VIEWCONCRETE COLLAR IN NON-TRAFFIC AREASPLAN VIEWCONCRETE COLLAR IN TRAFFIC AREASSECTIONCONCRETE COLLAR(2) #4 REBARHOOPS WITH#4 VERTICALS12"36"12"WELL COVER. 8" Ø WATERTIGHTGALVANIZED STEEL COVER ANDCANISTERPVC CAP, GASKETED (WATERTIGHT)CONCRETE COLLAR, CLASS3000 (ISPWC 703)THREE 6" Ø COILS6" Ø PVC(ASTM D-3034 SDR 35)2 STAINLESS STEEL HOSE CLAMPSAT 3" SPACING. SECUREGEOTEXTILE IN PLACEWRAP PORTION OF PIPE IN SAND WITHGEOTEXTILE(TYPE 1 PER ISPWC SECTION 2060)6" Ø PERFORATE PIPE(ASTM D-3035 SDR 35 WITH 6 3/8" ØHOLES SPACED 3" O.C.ASTM C-33 FILTER SANDNO. 12 AWG. GALVANIZEDFINDER WIRENOTE:1.CONTRACTOR SHALL NOTIFY THEENGINEER IMMEDIATELY IF GROUNDWATERIS ENCOUNTERED WITHIN 3 FEET OF THEBOTTOM DESIGN ELEVATION FOR ANYINFILTRATION FACILITY4Monitoring WellScale: NTSMECHANICAL PLUG45° BENDWYE FITTINGFIBER JOINT PACK6" Ø SOLID BRASS BOLT-DOWN COVERWITH FRAME. COVER TO BE STAMPED"STORM"4"x4" DOWNSPOUTPER ARCHITECTBUILDING FINISHFLOOR ELEVATIONPER PLAN1'-6" (SEENOTE 4)6" (MIN.) IN LANDSCAPE AREA. ASSHOWN IN GRADING PLANS FORPAVED AREASBUILDING WALLRE: ARCH.12" (SEE NOTE 4) 24" MIN.NOTES:1.ALL FITTINGS SHALL BE WATER TIGHT.2.ALL PIPE SHALL BE INSTALLED PER ISPWC SD-301 AND SD-302.3.ALL PIPE SHALL BE ASTM D 3034 SDR 35 SOLID WALL PVC OR AASHTOM 252 TYPE S OR D HDPE (ADS N-12 OR EQUAL). SIZE PER PLAN.4.CONCRETE COLLAR IN LANDSCAPE AREAS ONLY.6" PIPE AND FITTINGS ASNECESSARY TO AVOID FOOTINGAND ESTABLISH DEPTHCOVER PLATE. SEEENLARGEMENT8" SQ. R12" (TYP.)8" x 8" x 316" GALVANIZED STEEL PLATE WITHCUTOUT MATCHING THE PROFILE OF THEDOWNSPOUT. PLATE SHALL LIE FLAT ON THESURFACE OF THE CONCRETE AND BE ABLE TO SLIDEUP THE DOWNSPOUT FOR MAINTENANCE. THEDOWNSPOUT SHALL PROTRUDE DOWN THROUGHTHE PLATE SO THAT THE PLATE CANNOT BEREMOVED WITHOUT FIRST REMOVING THEDOWNSPOUT. PAINT ALL SIDES AND EDGES OF THEPLATE TO MATCH COLOR OF THE DOWNSPOUT.6" PVC PIPE BELOW.CUT FLUSH WITH TOPOF CONCRETE6" PIPE CUT FLUSHWITH TOP OF CONCRETE2Downspout Connection with CleanoutScale: NTS