SITE & LANDSCAPE PLAN APPROVED SAContact Information:Dig Line, Inc.Call Before You Dig!811Grading & 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.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.2.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.3.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.4.THE CONTRACTOR SHALL CONTACT DIGLINE 48 HOURS PRIOR TO ANY EXCAVATION.1-800-342-1585 OR 8115.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.6.ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARERESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE SAFETY LAWS OF ANYJURISDICTIONAL BODY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALLBARRICADES, SAFETY DEVICES AND CONTROL OF TRAFFIC WITHIN AND AROUNDTHE CONSTRUCTION AREA. ALL TRAFFIC CONTROL SHALL BE IN ACCORDANCEWITH THE MUTCD.7.ALL MATERIAL FURNISHED ON OR FOR THE PROJECT MUST MEET THE MINIMUMREQUIREMENTS OF THE APPROVING AGENCIES OR AS SET FORTH HEREIN,WHICHEVER IS MORE RESTRICTIVE. SOME MATERIALS MAY REQUIRE SEVERALWEEK ORDER LEAD TIME. CONTRACTOR IS RESPONSIBLE FOR DETERMINING ANYAND ALL ORDERING LEAD TIMES, AND PROVIDING REQUIRED MATERIALS AT THEPROJECT SITE IN A TIMELY MANNER. NO UNAPPROVED SUBSTITUTIONS WILL BEALLOWED. CONTACT THE LANDSCAPE ARCHITECT IMMEDIATELY IF A SPECIFIEDMATERIAL IS NOT AVAILABLE.8.CONTRACTORS MUST FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THISPROJECT MEET THE REQUIREMENTS OF ITEM #7 AT THE REQUEST OF THEAPPROVING AGENCY AND/OR THE DESIGN ENGINEER PRIOR TO FUNDDISBURSEMENT COVERING SAID WORK.9.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.10.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.11.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.12.CONTRACTOR SHALL CONFORM TO ALL LOCAL CODES.13.THE CONTRACTOR SHALL PERFORM ALL CLEARING AND SITE PREPARATIONNECESSARY FOR THE PROPER EXECUTION OF ALL WORK INDICATED ON THESEPLANS AND SPECIFICATIONS.14.ALL WORK IS TO BE PERFORMED BY LICENSED CONTRACTORS AND EXPERIENCEDWORKERS.15.CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS NECESSARY TOCOMPLETE THE WORK, UNLESS OTHERWISE NOTED.16.CONTRACTOR SHALL HAVE A STAMPED, APPROVED SET OF PLANS, A COMPLETECOPY OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (I.S.P.W.C.),AND CITY OF MERIDIAN STANDARDS AT THE WORK SITE AT ALL TIMES.17.THE CONTRACTOR SHALL RECORD AS-BUILT INFORMATION DURING THE COURSEOF CONSTRUCTION. UPON COMPLETION OF THE PROJECT, THE CONTRACTORSHALL PROVIDE THE MARKED UP AS-BUILT PLANS TO THE DESIGN ENGINEER FORPREPARATION AND SUBMITTAL OF RECORD DRAWINGS.18.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.19.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.20.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.21.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.22.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:VILLAGE AT MERIDIANBUILDING AJ SHELL3243 EAST VILLAGE DRIVE MERIDIAN, ID 83646Balancing 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.City 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.A.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:File Location:g:\2020\120123\cad\120123 cd c000 cover.dwgLast Plotted By:chad rietzeDate Plotted:Monday, January 4 2021 at 09:06 AM
CONSTRUCTION SETCOVER SHEETC0.00CR / JDThe drawings, designs, ideas, arrangements and plans indicated or represented are the sole property of Layton Davis Architects and are subject to the copyright of Layton Davis Architects or its assigns. They were created, evolved and developed for use on, and in conjunction with the specified project. Any use of the drawings, designs, materials or information contained herein, including but not limited to copying or reproduction, which is not expressly authorized by Layton Davis Architects, is strictly prohibited as an infringement of its copyright and may result in liability
01.04.2021PRINTED DATECHRONOLOGYPROJECT NODWN BY/ CHK BYTITLE24X36 SHEET #3243 E VILLAGE DR
MERIDIAN, ID 83646
AJ Village at Meridian
20.036BUILDING SHELL OWNER: CENTERCAL PROPERTIES, LLCCONTACT: SCOTT ARRINGTON 140 NORTH UNION AVENUE, STE 225 FARMINGTON, UT 84025 (801) 803-6479ENGINEER / PLAN PREPARER: THE LAND GROUP, INC.CONTACT: JASON DENSMER, PE 462 E. SHORE DR., SUITE 100 EAGLE, ID 83616 (208) 939-4041CHAD RIETZE, EI462 E. SHORE DR., SUITE 100EAGLE, ID 83616(208) 939-4041LANDSCAPE ARCHITECT: THE LAND GROUP, INC.CONTACT: SEAN CONNER 462 E. SHORE DR., SUITE 100 EAGLE, ID 83616 (208) 939-4041Vicinity Map:N. CLOVERDALE RD
HWY 55 (N. EAGLE RD)W. USTICK RDW. FAIRVIEW AVE. Project LocationE. VILLAGE DR.N. RECORDS WAYSheet Index:Sheet NumberSheet TitleCONSTRUCTION SETC0.00COVER SHEETC1.00DEMOLITION PLANC1.50ESC SITE PLANC1.55ESC DETAILSC2.00SITE PLANC2.50SITE DETAILSC4.00SITE GRADING PLANC4.50GRADING DETAILSC5.00SITE UTILITY PLANC5.10SITE DRAINAGE PLANC5.50SITE UTILITY & DRAINAGE DETAILSL1.00LANDSCAPE PLANL1.50LANDSCAPE DETAILSL2.00IRRIGATION PLANL2.50IRRIGATION DETAILS23.A PRECONSTRUCTION CONFERENCE SHALL BE HELD A MINIMUM OF THREE (3)WORKING DAYS PRIOR TO THE START OF ALL WORK INCLUDING WORK ON CITYUTILITIES. THE GENERAL CONTRACTOR SHALL COORDINATE THEPRECONSTRUCTION CONFERENCE. THE DESIGN ENGINEER, REPRESENTATIVE FROMTHE CITY OF MERIDIAN PUBLIC WORKS DEPARTMENT, ALL CONTRACTORS,SUBCONTRACTORS AND/OR UTILITY CONTRACTORS SHALL BE PRESENT.24.WORK SUBJECT TO AGENCY OR PROJECT ENGINEERS APPROVAL MUST BEAPPROVED PRIOR TO (A) BACKFILLING TRENCHES FOR PIPE; (B) PLACING OFAGGREGATE BASE; (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING.WORK DONE WITHOUT SUCH APPROVAL SHALL NOT RELIEVE THE CONTRACTORFROM THE RESPONSIBILITY OF PERFORMING THE WORK AS SPECIFIED.25.CONTRACTOR SHALL REMOVE ALL BASE MATERIAL AND CONCRETE DEBRIS FROMALL LANDSCAPE PLANTERS AFTER CONCRETE CURB INSTALLATION.PRESSURIZED IRRIGATION:1.THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OFTHE IRRIGATION DISTRICT IN WHICH IT IS BEING CONSTRUCTED.2.INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTIONBETWEEN THE POTABLE WATER SYSTEM AND THE PRESSURE IRRIGATION SYSTEM.THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTALQUALITY (DEQ) AND THE CITY OF MERIDIAN WATER DEPARTMENT.DRAINAGE:FOR COMMERCIAL SUBDIVISIONS OR COMMERCIAL PROJECTS WITH PUBLICSMAINS THAT HAVE NO-SITE DRAIANGE1.FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT OF WAY, ACHD OR ITDSHALL BE RESPONSIBLE FOR INSPECTION. FOR ANY PRIVATE DRAINAGE FACILITIESTHE PROJECT ENGINEER OR ARCHITECT SHALL BE RESPONSIBLE FOR INSPECTIONAND CERTIFICATION OF DRAINAGE FACILITIES; HOWEVER ANY ROOF DRAINAGE ANDPIPING TO THE DRAINAGE FACILITIES WILL BE INSPECTED BY THE MERIDIANPLUMBING OFFICIAL UNDER THE APPROPRIATE PERMIT.City of Meridian: Public Works DepartmentDesign & Construction Supplemental Specifications01/04/2021
R/W R/W76.5'PIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRSDSDSDPIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR
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SDETMWMWDDMWMWMWMWMWMWDDDDDD1122.12.13.13.13213322444.14.12.14.14444.12222.15342.14666TBM-1SCRIBED "X"ELEV:2628.39TBM-2MAG NAILELEV:2627.41SAW 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.RETAIN AND PROTECTEXISTING TREE, INSTALLPROTECTIVE FENCE AROUNDTREE.Keynotes:1.FIELD LOCATE EXISTING TREE. RELOCATE TO LANDSCAPE PLAN AND RELOCATIONNOTES.2.ELECTRICAL STRUCTURE - RETAIN AND PROTECT.2.1.ELECTRICAL STRUCTURE TO BE RELOCATED - SEE C2.00 AND ELECTRICALPLAN FOR MORE INFORMATION.3.PRESSURE IRRIGATION STRUCTURE - RETAIN AND PROTECT.3.1.PRESSURE IRRIGATION STRUCTURE TO RE RELOCATED TO NEW MAINLINE -SEE L2.00 FOR MORE INFORMATION.4.UTILITY STRUCTURE - RETAIN AND PROTECT.4.1.REMOVE AND DISPOSE OF EXISTING UTILITY STRUCTURE.5.ROADWAY SIGNAGE - REMOVE AND RELOCATE SIGN. DISPOSE OF FOOTING.6.REMOVE AND DISPOSE OF EXISTING STORM DRAIN PIPE, SEE UTILITY AND DRAINAGEPLAN FOR MORE INFORMATION.CALLOUT NUMBERS COORDINATEDTO NUMBERED NOTES BELOW.#EXISTING STORM DRAIN PIPE,IRRIGATION PIPE, OR CURB ANDGUTTER TO BE REMOVED.Horizontal Scale: 020'40'1" = 20'Demolition PlanFile Location:g:\2020\120123\cad\120123 cd c100 demo plan.dwgLast Plotted By:chad rietzeDate Plotted:Monday, January 4 2021 at 08:56 AM
CONSTRUCTION SETDEMOLITION PLANC1.00CR / JDThe drawings, designs, ideas, arrangements and plans indicated or represented are the sole property of Layton Davis Architects and are subject to the copyright of Layton Davis Architects or its assigns. They were created, evolved and developed for use on, and in conjunction with the specified project. Any use of the drawings, designs, materials or information contained herein, including but not limited to copying or reproduction, which is not expressly authorized by Layton Davis Architects, is strictly prohibited as an infringement of its copyright and may result in liability
01.04.2021PROGRESSSETPRINTED DATECHRONOLOGYPROJECT NODWN BY/ CHK BYTITLE24X36 SHEET #3243 E VILLAGE DR
MERIDIAN, ID 83646
AJ Village at Meridian
20.036BUILDING SHELL 01/04/2021
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TYPE I INLET PROTECTION INSTALLED DURINGTHE INSTALLATION PROCESS TO BE REMOVEDAFTER FINAL STABILIZATIONCONSTRUCTION ENTRANCETO BE INSTALLED PRIOR TOEARTHWORK OPERATIONSAND REMOVED PRIOR TOFINAL PAVING BASEINSTALLATION.25.0%25.0%STAGING AREAEQUIPMENT ANDMATERIAL STORAGE,WASTE DISPOSALAREA, AND WORKMANPARKINGTYPE I INLET PROTECTION INSTALLED PRIOR TOEARTH DISTURBING ACTIVITIES AND TO BEREMOVED AFTER FINAL STABILIZATIONTYPE I INLET PROTECTION INSTALLED PRIOR TOEARTH DISTURBING ACTIVITIES AND TO BEREMOVED AT INLET REMOVAL.TYPE I INLET PROTECTION INSTALLED DURINGTHE INSTALLATION PROCESS TO BE REMOVEDAFTER FINAL STABILIZATIONTYPE I INLET PROTECTIONINSTALLED PRIOR TO EARTHDISTURBING ACTIVITIES AND TO BEREMOVED AT INLET REMOVAL.TYPE I INLET PROTECTION INSTALLED DURINGTHE INSTALLATION PROCESS TO BE REMOVEDAFTER FINAL STABILIZATIONSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFINSTALL SILT FENCE AT BACK OF CURB PRIOR TOEARTH DISTURBING ACTIVITIES AND TO BE REMOVEDFOR NEW CURB AND ASPHALT BASE INSTALLATION.2.3%1.0%3.5%29.5%0.6%0.6%0.9%1.9%FWFWFWFW FW FW FW FW FW FW FW FWFWFWINSTALL 8" FIBER ROLLAT BACK OF SIDEWALKPRIOR TO EARTHDISTURBING ACTIVITIESAND TO BE REMOVED ATFINAL STABILIZATION.CONCRETE WASHOUTPORTABLE RESTROOMS -ANCHOR TO GROUND TOPREVENT VANDALISM1.2%1.1%0.4%
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2628 2628Horizontal Scale: 020'40'1" = 20'ESC Site PlanCR / JDThe drawings, designs, ideas, arrangements and plans indicated or represented are the sole property of Layton Davis Architects and are subject to the copyright of Layton Davis Architects or its assigns. They were created, evolved and developed for use on, and in conjunction with the specified project. Any use of the drawings, designs, materials or information contained herein, including but not limited to copying or reproduction, which is not expressly authorized by Layton Davis Architects, is strictly prohibited as an infringement of its copyright and may result in liability
01.04.2021PRINTED DATECHRONOLOGYPROJECT NODWN BY/ CHK BYTITLE24X36 SHEET #3243 E VILLAGE DR
MERIDIAN, ID 83646
AJ Village at Meridian
20.036BUILDING SHELL
File Location:g:\2020\120123\cad\120123 cd c150 esc site plan.dwgLast Plotted By:roger collinsDate Plotted:Monday, January 4 2021 at 09:55 AM
CONSTRUCTION SETESC SITE PLANC1.50CR / JDThe drawings, designs, ideas, arrangements and plans indicated or represented are the sole property of Layton Davis Architects and are subject to the copyright of Layton Davis Architects or its assigns. They were created, evolved and developed for use on, and in conjunction with the specified project. Any use of the drawings, designs, materials or information contained herein, including but not limited to copying or reproduction, which is not expressly authorized by Layton Davis Architects, is strictly prohibited as an infringement of its copyright and may result in liability
01.04.2021PRINTED DATECHRONOLOGYPROJECT NODWN BY/ CHK BYTITLE24X36 SHEET #3243 E VILLAGE DR
MERIDIAN, ID 83646
AJ Village at Meridian
20.036BUILDING SHELL OWNER/ DEVELOPER:MERIDIAN CENTERCAL, LLC1600 E. FRANKLIN AVE.EL SEGUNDO, CA 90245 CONTACT: JOHN FINKPHONE: 310.563.6900CONTRACTOR: TO BE DETERMINEDCONTACTADDRESSCITY, IDAHO ZIPPHONE:ONSITE ESCCOORDINATOR: COMPANYNAMEPHONE: (CELL)PLAN PREPARER: ROGER COLLINSLICENSE NO: CON 09-00260EXPIRATION: 08-29-2021THE LAND GROUP, INC.462 E. SHORE DR., STE. 100EAGLE, IDAHO 83616PHONE: 208.939.4041 SIGNATURE: ____ DATE: 1.4.2021PROJECT ENGINEER: THE LAND GROUP, INC.462 E. SHORE DR., STE. 100EAGLE, IDAHO 83616PRIMARY CONTACT: JASON DENSMER, PEPHONE: 208.939.404126982698EXISTING GROUND CONTOUR (FIVE-FOOT INTERVAL)PROPOSED GROUND CONTOUR (ONE-FOOT INTERVAL)ESC/SWPPP Legend:APPROXIMATE LIMIT OF DISTURBANCEContact Information1.IF SEDIMENT ESCAPES THE CONSTRUCTION SITE, OFF-SITE ACCUMULATIONS OF SEDIMENTMUST BE REMOVED AT A FREQUENCY SUFFICIENT TO MINIMIZE OFF-SITE IMPACTS.2.EXCEPT AS PROVIDED BELOW, STABILIZATION MEASURES MUST BE INITIATED AS SOON ASPRACTICABLE IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVETEMPORARILY OR PERMANENTLY CEASED, BUT IN NO CASE MORE THAT 14 DAYS AFTER THECONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLYCEASED. IF THE DISTURBED AREA IS MORE THAN 5 ACRES, STABILIZATION MUST OCCUR WITHIN7 DAYS.2.1.WHERE STABILIZATION BY THE 14th DAY IS PRECLUDED BY SNOW COVER OR FROZENGROUND CONDITIONS, STABILIZATION MEASURES MUST BE INITIATED AS SOON ASPRACTICABLE.2.2.WHERE CONSTRUCTION ACTIVITY ON A PORTION OF THE SITE IS TEMPORARILY CEASED,AND EARTH DISTURBING ACTIVITIES WILL BE RESUMED WITHIN 14 DAYS, TEMPORARYSTABILIZATION MEASURES DO NOT HAVE TO INITIATED ON THAT PORTION OF THE SITE.THE FOLLOWING TEMPORARY SOIL STABILIZATION PRACTICES SHALL BE IMPLEMENTED ON ALLDISTURBED AREAS AND/OR WHERE SHOWN ON PLAN, UNLESS CONDITIONS AS LISTED ABOVEDICTATE OTHERWISE:MULCHING (BMP 15) - APPLY STRAW, GRASS, COMPOST, WOOD CHIPS OR WOOD FIBERS TODISTURBED AREAS TO PREVENT EROSION. SEE THE APPENDIX OF THE ESC/SWPPP NARRATIVE FOR ACOMPLETE DESCRIPTION, :3.GEOTEXTILE (BMP 17) - APPLY NONBIODEGRADABLE SYNTHETIC FABRIC TO DISTURBED AREASTO PREVENT EROSION. SEE THE APPENDIX OF THE ESC/SWPPP NARRATIVE FOR A COMPLETEDESCRIPTION, :4.MATTING (BMP 18) - APPLY BIODEGRADABLE WOVEN OR JUTE FIBER MAT TO DISTURBED AREASTO PREVENT EROSION. SEE THE APPENDIX OF THE ESC/SWPPP NARRATIVE FOR A COMPLETEDESCRIPTION.Soil Stabilization1.ALL STORM WATER WILL BE CONTAINED ON SITE.2.ALL BMP'S SHALL BE INSPECTED AT A MINIMUM ONCE EVERY 14 DAYS AND WITHIN 24 HOURS OF ASTORM EVENT PRODUCING 0.25 INCHES OR GREATER - OR - ONCE EVERY SEVEN DAYS.INSPECTION FREQUENCY MAY BE REDUCED TO ONCE EVERY MONTH IF:A.THE ENTIRE SITE IS TEMPORARILY STABILIZED, ORB.RUNOFF IS UNLIKELY DUE TO WINTER CONDITIONS, ORC.CONSTRUCTION IS OCCURRING DURING SEASONAL ARID PERIODS (MAY THROUGHSEPTEMBER) IN ARID AREAS AND SEMI-ARID AREAS.3.DEWATERING IS NOT EXPECTED FOR THIS SITE . ONSITE ESC CONTRACTOR IS RESPONSIBLE FORALL NON-STORMWATER MANAGEMENT.4.STREET SWEEPING WILL BE IMPLEMENTED ON AN AS-NEEDED BASIS AS DETERMINED BY THE SWPPPRESPONSIBLE PERSON.5.PROVIDE WASTE CONTAINERS FOR BUILDING MATERIALS IN WASTE STORAGE CONTAINMENT AREA.WASTE DISPOSAL DUMPSTERS MUST HAVE LIDS, OR PROVIDE COVER OR A SIMILARLY EFFECTIVEMEANS TO MINIMIZE THE DISCHARGE OF POLLUTANTS. KEEP WASTE CONTAINER LIDS CLOSED WHENNOT IN USE AND AT THE END OF THE BUSINESS DAY. DISPOSE AT A FREQUENCY ACCORDING TOCONTAINER SIZE.6.WORKMAN SHALL PARK ON THE AREA DESIGNATED AS WORKMAN PARKING OR AN OFF-SITELOCATION IF PRE-APPROVED.7.ALL DROP INLETS, CATCH BASINS, AND CURB INLETS NOTED ON PLAN SHALL HAVE INLETPROTECTION PROVIDED. SEE THE SWPPP PLAN DETAILS ON SHEET C1.55 AND MANUFACTURESGUIDELINES FOR INSTALLATION INSTRUCTIONS.8.LOCATE ALL PORTABLE RESTROOMS AS FAR FROM PUBLIC AND PRIVATE STORM DRAIN SYSTEMS ASPOSSIBLE. ANCHOR TO PREVENT VANDALISM.11.SLURRY AND CUTTINGS FROM SAWCUTTING OF CONCRETE OR ASPHALT SHALL BE VACUUMEDDURING CUTTING AND SURFACING OPERATIONS. SLURRY AND CUTTINGS SHALL NOT REMAIN ONPERMANENT CONCRETE OR ASPHALT PAVEMENT OVERNIGHT. SLURRY AND CUTTINGS SHALL NOTDRAIN TO ANY NATURAL OR CONSTRUCTED DRAINAGE CONVEYANCE. COLLECTED SLURRY ANDCUTTINGS SHALL BE DISPOSED OF IN A MANNER THAT DOES NOT VIOLATE GROUNDWATER ORSURFACE WATER QUALITY STANDARDS.12.SEE LANDSCAPE AND MATERIALS PLANS FOR INFORMATION CONCERNING FINAL SOIL STABILIZATIONMEASURES.13.ALL EXCESS MATERIALS SHALL BE HAULED OFF SITE AND DISPOSED OF AT AN APPROVED LOCATION.EXCESS MATERIAL MAY BE TEMPORARILY STORED ON SITE (IF APPROVED BY THE OWNER) AT APRE-APPROVED LOCATION. IF MATERIAL IS STOCKPILED FOR MORE THAN 14 DAYS STOCKPILE IS TOBE STABILIZED PER BMP #9,14.ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE ISPWC.15.ANY MODIFICATIONS TO THIS PLAN REQUIRE APPROVAL OF THE DESIGNER OR THE ONSITERESPONSIBLE PERSON.16.TOTAL DISTURBED AREA IS APPROXIMATELY 1.29± ACRES.17.UPON CONTRACT APPROVAL BY THE CONTRACTOR, IT IS RECOGNIZED THAT THE CONTRACTOR HASREVIEWED THE PLAN DRAWINGS AND THE CONTRACTOR AGREES TO ABIDE BY THE REQUIREMENTSAND CONDITIONS CONTAINED HEREIN.ESC General Notes:SFSFSILT FENCE PER STATE OF IDAHO CATALOG OF STORM WATER BESTMANAGEMENT PRACTICES BMP #65. SEE DETAIL ON SHEET C155.FWFIBER ROLL PER STATE OF IDAHO CATALOG OF STORM WATER BESTMANAGEMENT PRACTICES BMP #64. SEE DETAILS ON SHEET C1.55.CONCRETE WASHOUT PER THE STATE OF IDAHO CATALOG OF STORMWATER BEST MANAGEMENT PRACTICES BMP #49 AND DETAIL ON SHEETC155.PORTABLE RESTROOM PER THE STATE OF IDAHO CATALOG OF STORMWATER BEST MANAGEMENT PRACTICES BMP #50.DROP INLET PROTECTION PER BMP #13, SEE SHEET C1.55 FOR DETAILS.MATERIALS STORAGE AND PARKING AREAS PER THE STATE OF IDAHOCATALOG OF STORM WATER BEST MANAGEMENT PRACTICES BMP #37.PROVIDE STABILIZED ENTRANCE PER THE STATE OF IDAHO CATALOG OFSTORM WATER BEST MANAGEMENT PRACTICES BMP #40. THIS SHALL BEMAINTAINED THROUGHOUT CONSTRUCTION UNTIL ASPHALT BASEMATERIAL IS INSTALLED. PROVIDE SWEEPING DAILY OR AS NEEDED TOREMOVE ANY TRACKING OF MUD AND/OR DIRT ONTO EXISTING ASPHALT.SEE SHEET C1.55 FOR DETAILS.LANDSCAPE STABILIZATION AREAS (PLANTINGS AND ROCK MULCH) PERTHE STATE OF IDAHO CATALOG OF STORM WATER BEST MANAGEMENTPRACTICES BMP #32, COORDINATE WITH LANDSCAPE SHEETS.AREA TO BE STABILIZED WITH ASPHALT SEE MATERIALS PLAN SHEETC2.00 FOR MATERIALS AND DETAILS.Note: This project meets the requirements for aLow Erosivity Waiver for Small ConstructionProjects:·Disturbed Area is less than 5.0 ac·The Erosivity Index is 2.24 which is belowthe threshold of 5.0The above is based on a start date of 2.15.2021and an end date of 7.1.2021 - if theconstruction time increases, a new calculationwill need to be completed.
CR / JDThe drawings, designs, ideas, arrangements and plans indicated or represented are the sole property of Layton Davis Architects and are subject to the copyright of Layton Davis Architects or its assigns. They were created, evolved and developed for use on, and in conjunction with the specified project. Any use of the drawings, designs, materials or information contained herein, including but not limited to copying or reproduction, which is not expressly authorized by Layton Davis Architects, is strictly prohibited as an infringement of its copyright and may result in liability
01.04.2021PROGRESSSETPRINTED DATECHRONOLOGYPROJECT NODWN BY/ CHK BYTITLE24X36 SHEET #3243 E VILLAGE DR
MERIDIAN, ID 83646
AJ Village at Meridian
20.036BUILDING SHELL
File Location:g:\2020\120123\cad\120123 cd c150 esc site plan.dwgLast Plotted By:chad rietzeDate Plotted:Monday, January 4 2021 at 08:56 AM
CONSTRUCTION SETESC DETAILSC1.55CR / JDThe drawings, designs, ideas, arrangements and plans indicated or represented are the sole property of Layton Davis Architects and are subject to the copyright of Layton Davis Architects or its assigns. They were created, evolved and developed for use on, and in conjunction with the specified project. Any use of the drawings, designs, materials or information contained herein, including but not limited to copying or reproduction, which is not expressly authorized by Layton Davis Architects, is strictly prohibited as an infringement of its copyright and may result in liability
01.04.2021PROGRESSSETPRINTED DATECHRONOLOGYPROJECT NODWN BY/ CHK BYTITLE24X36 SHEET #3243 E VILLAGE DR
MERIDIAN, ID 83646
AJ Village at Meridian
20.036BUILDING SHELL PROFILEPLAN VIEWCONSTRUCTION SPECIFICATIONS1.STONE SIZE-USE CRUSHED 2" STONE OR RECLAIMED OR RECYCLEDCONCRETE EQUIVALENT FOR TOP LAYER, 2"-8" DIAMETER FOR BASELAYER.2.LENGTH-AS REQUIRED, BUT NOT LESS THAN 50 FEET (EXCEPT ON ASINGLE RESIDENCE LOT WHERE A 30 FOOT MINIMUM LENGTH WOULDAPPLY).3.THICKNESS-NOT LESS THAN 6 INCHES.4.WIDTH-15 FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH ATPOINTS WHERE INGRESS OR EGRESS OCCURS.5.FILTER CLOTH-WILL BE PLACED OVER THE ENTIRE AREA PRIOR TOPLACING OF STONE. FILTER CLOTH WILL NOT BE REQUIRED ON ASINGLE FAMILY RESIDENCE LOT.6.ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTIONENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING ISIMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BEPERMITTED.7.MAINTENANCE-THE ENTRANCE SHALL BE MAINTAINED IN A CONDITIONWHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTOPUBLIC RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSINGWITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/ORCLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALLSEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLICRIGHT-OF-WAY MUST BE REMOVED IMMEDIATELY.8.WASHING-WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIORTO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. WHEN WASHING ISREQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH STONEAND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE.9.PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDEDAFTER EACH RAIN.15' MINIMUM 50' MINIMUM6" MIN.FILTER CLOTHMOUNTABLE BERM(OPTIONAL)EXISTING GRADE25'25'25'EXISTINGPAVEMENT50' MINIMUM1Stabilized Construction Entrance (BMP 40)Scale: NTSLIFT STRAPS, FRAME OR OTHERMETHOD OF LIFTING BAG FORMAINTENANCEREQUIRED OVERFLOW PORTS ORMETHOD FOR OVERFLOW INLARGE STORM EVENTSSTORM INLETSTORM SEWER GRATEREINFORCED CORNERS ORMETAL FRAME 2-FT MINIMUMCONTAINMENT BAGNOTES:1.APPROVED MANUFACTURES:DANDYSACKTM OR FLEXSTORMTM2.INSPECT AT FREQUENCY DESCRIBED INESC/SWPPP DOCUMENTS. REPAIR ORREPLACE AS NEEDED.3.REMOVE SEDIMENT ACCUMULATIONSWHEN FILTER CAPACITY IS REDUCEDBY 50%.2Drop Inlet Protection Type I (BMP 13)Scale: NTSFABRIC ANCHOR DETAILELEVATIONNOTES:1.TEMPORARY SEDIMENT FENCE SHALL BE INSTALLED PRIOR TO ANY GRADING WORK IN THE AREA TO BE PROTECTED.THEY SHALL BE MAINTAINED THROUGHOUT THE CONSTRUCTION PERIOD AND REMOVED IN CONJUNCTION WITH THEFINAL GRADING AND SITE STABILIZATION.2.FILTER FABRIC SHALL BE CLASS 1 WITH EQUIVALENT OPENING SIZE OF AT LEAST 30 FOR NONWOVEN AND 50 FORWOVEN.3.FENCE POSTS SHALL BE EITHER STANDARD STEEL POST OR WOOD POST WITH A MINIMUM CROSS-SECTIONAL AREA OF3.0 SQ. IN.6" MIN.6" MIN.FASTNER - MINIMUM NO. 10 GAGE WIRE(4 PER POST REQ'D)FILTER FABRICEXISTING GROUNDCOMPACTED NATIVE MATERIALFILTER FABRIC3Silt Fence Install 1 (BMP 65)Scale: NTSATTACHING TWO SILT FENCESNOTES:1.PLACE THE END POST OF THE SECOND FENCE INSIDE THE END POST OF THE FIRST FENCE.2.ROTATE BOTH POSTS AT LEAST 180 DEGREES IN A CLOCKWISE DIRECTION TO CREATE A TIGHT SEAL WITH THEFABRIC MATERIAL.3.DRIVE BOTH POSTS A MINIMUM OF 18 INCHES INTO THE GROUND AND BURY THE FLAP.STEP 1STEP 2STEP 3FILTER FABRICPOSTSFILTER FABRIC4Silt Fence Overlap Install (BMP 65)Scale: NTSWOOD STAKESEE WOOD STAKEDETAIL THIS SHEETFIBER WATTLES SIZE AS NOTED ON PLANSEE WOOD STAKEDETAIL THIS SHEET5Fiber Roll (BMP 64) Scale: NTS24" MINIMUM FIBER WATTLEWOOD STAKESLOPE SURFACETRENCHDOWN SLOPE6Fiber Roll Stake Section (BMP 64)Scale: NTSDOWN SLOPE24" MINIMUM FIBER WATTLEWOOD STAKESLOPE SURFACE7Fiber Roll Stake Section 2 (BMP 64)Scale: NTSNOTES1.DIMENSIONS VARY. RESPONSIBLE PERSON SHALL SIZE BASIN APPROPRIATELY.CONCRETEWASHOUTVARIES 5' (TYP.)10 MIL (MIN.)PLASTIC LINERVARIES 3' (TYP.)VARIES 5' (TYP.)VARIES 1' (TYP.)POST SIGN NEAR BASIN8Concrete Washout (BMP 49)Scale: NTS
1IVIVIVEIVIVIVIVIVIVTETTTIVIVIVIVIVIVIVEMTRWVWVWMTRWVWVWVSETMWMWDDMWMWMWMWMWMWDDDDDD1TENTANT SPACE 1 5MECH.4Room6FIRE RISER 3Room2Room SDSDCOCOCOCOSD1223.13.133445TYP.5TYP.5TYP.5TYP.6667.17.17.17.187.27.37.37.39.19.19.29.211TYP.109'18'(2 SPCS AT 9')45'5 SPACES AT 9'5'9'9'96.6'R10'19' (TYP.)R18'R5'111.3'R12'142'4.5'144'7.8'108.1'42.8'14.9'80.5'100.7'5'5'5'15.5'5'17'1'90'10 SPCS AT 9'17'19' (TYP.)14'6'34'6'3'6'22'6'6'7'107.5'37'15'45'15'
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5.9'110.5'6.5'8.3'6.6'10'6'10'25'12'
19'27'9'27'27'19'19'
19'11.75'5'12'4.5'64.8'19.6'51'34.6'1.6'2'15'33.3'33.3'21.8'7.5'10.1'68.7'10.3'7.5'R2'11.7'6.3'25'4.3'7.5'7'5'21.5'12'12TYP. OF (4)3' TYP.135TYP.1415TYP. OF (4)161616175'25'25'16.13.5'25'18.218.17.47.49'9'9'45'8.2'7.1196.16.233310'6'Keynotes:1.INSTALL CROSSWALK MARKINGS - SEE PER ISPWC, ACHD 2017 SUPPLEMENTALDRAWING TS-1112.03.2.INSTALL STOP BAR MARKING - PER ISPWC, ACHD 2017 SUPPLEMENTAL DRAWINGTS-1112.033.PROVIDE AND INSTALL ADA PARKING SIGN (MUTCD R7-8) - SEE DETAIL 6/C2.50.3.1.INSTALL ADA VAN ACCESSIBLE SIGN (MUTCD R7-8 & R7-8P) - SEE DETAIL6/C2.50.4.INSTALL ADA PARKING MARKINGS - SEE DETAIL 5/C2.50.5.INSTALL 4-INCH WIDE PAINTED ASPHALT MARKING (WHITE) - SEE ISPWC DIVISION1100.6.SIGN, SEE ARCHITECTURAL PLANS FOR MORE INFORMATION.6.1.SPEAKER LOCATION, SEE ARCHITECTURAL PLANS FOR MORE INFORMATION.6.2.WINDOW LOCATION, SEE ARCHITECTURAL PLANS FOR MORE INFORMATION.7.INSTALL PEDESTRIAN RAMP PER ISPWC, ACHD 2017 SUPPLEMENTAL DRAWINGS.7.1.PERPENDICULAR RAMP - SD-712.7.2.RAMP WITH VERTICAL CURB - SD-712.7.3.RAMP WITH VERTICAL CURB - SD-712 (SIMILAR). INSTALL VERTICAL CURBBOTH SIDES OF RAMP AS SHOWN ON PLANS.7.4.SKEWED RAMP - SD-712.8.TRASH ENCLOSURE SEE ARCHITECTURAL PLANS FOR MORE INFORMATION.9.INSTALL PAVEMENT MARKINGS PER ISPWC, ACHD 2017 SUPPLEMENTAL DRAWINGTS-1113.019.1.THRU ARROW9.2.RIGHT TURN ARROW10.PROVIDE AND INSTALL BIKE RACK, MODEL: LAYIA HERITAGE 6 SPACE #2282. BYNERI NORTH AMERICA. FINISH: CAST IRON. SURFACE MOUNT PER MANUFACTURERSRECOMMENDATION11.TABLE BY OWNER12.PROVIDE AND INSTALL 24" YELLOW ROAD DELINEATOR. MODEL: SAFE-HIT#11613880. BY TRAFFIC SAFETY SUPPLY COMPANY.13.INSTALL 8" WHITE CHANNELIZING LINE - PER ISPWC, ACHD 2017 SUPPLEMENTALDRAWING TS-1112.0314.ELECTRICAL STRUCTURE - ADJUST FINISH GRADE TO PROVIDE SMOOTH ANDCONTINUES TRANSITION.15.PROVIDE AND INSTALL BOLLARD - SEE DETAIL 7/C2.50.16.LIGHT POLE - RELOCATE EXISTING LIGHT POLE TO THIS APPROXIMATE LOCATION.COORDINATE WITH ELECTRICAL PLANS FOR MORE INFORMATION.16.1.NEW LIGHT POLE, COORDINATE WITH ELECTRICAL PLANS FOR MOREINFORMATION.17.REINSTALL EXISTING 25 MPH SPEED LIMIT SIGN TO THIS APPROXIMATE LOCATION.INSTALL NEW FOOTING - SEE DETAIL 6/C2.50.18.PROVIDE AND INSTALL STOP SIGN (MUTCD R1-1) - SEE DETAIL 6/C2.50.18.1.PROVIDE AND INSTALL NO RIGHT TURN SIGN (MUTCD R3-1) ON SHARED SIGNPOST BELOW STOP SIGN.18.2.PROVIDE AND INSTALL NO LEFT TURN SIGN (MUTCD R3-2) ON SHARED SIGNPOST BELOW STOP SIGN.19.PROVIDE AND INSTALL ONE (1) DO NOT ENTER SIGN (MUTCD R5-1) AND TWO (2)ONE WAY SIGNS (MUTCD R6-1) ON A SHARED SIGN POST - SEE DETAIL 6/C2.50.CALLOUT NUMBERS COORDINATEDTO NUMBERED NOTES BELOW.ASPHALT PAVING - SEEDETAIL 4/C2.50.LANDSCAPE AREAS. REFERTO LANDSCAPE SHEETL1.00 FOR MOREINFORMATION.STANDARD CONCRETEFLATWORK - SEE DETAIL1/C2.50.HEAVY DUTY CONCRETEFLATWORK - SEE DETAIL2/C2.50.Material Legend:#COLORED CONCRETE - SEE DETAIL 1/C2.50 FOR SECTION ANDCONCRETE MIX. COLOR PER LM SCOFIELD, CHORMIX ADMIXTURE#C12 'MESA BEIGE'. AGGREGATE: 30% COVERAGE MICA FLAKE. ACIDWASH FINISH.CATCH CURB AND GUTTER PER ISPWC, ACHD 2017SUPPLEMENTAL DRAWING SD-701.REVERSE CURB AND GUTTER PER ISPWC, ACHD 2017SUPPLEMENTAL DRAWING SD-701R.Curb and Gutter Legend:ASPHALT PAVING IN ACHDRIGHT-OF-WAY - SEEDETAIL 4/C2.50.CONCRETE SIDEWALK PERISPWC, ACHD 2017SUPPLEMENTAL DRAWINGSD-7093Horizontal Scale: 020'40'1" = 20'Site PlanCR / JD ADA PARKING 3.09.21The drawings, designs, ideas, arrangements and plans indicated or represented are the sole property of Layton Davis Architects and are subject to the copyright of Layton Davis Architects or its assigns. They were created, evolved and developed for use on, and in conjunction with the specified project. Any use of the drawings, designs, materials or information contained herein, including but not limited to copying or reproduction, which is not expressly authorized by Layton Davis Architects, is strictly prohibited as an infringement of its copyright and may result in liability
03.23.2021PRINTED DATECHRONOLOGYPROJECT NODWN BY/ CHK BYTITLE24X36 SHEET #3243 E VILLAGE DR
MERIDIAN, ID 83646
AJ Village at Meridian
20.036BUILDING SHELL PLANNING COMMENTS 3.23.21File Location:g:\2020\120123\cad\120123 cd c200 site plan.dwgLast Plotted By:chad rietzeDate Plotted:Tuesday, March 23 2021 at 01:27 PM
CONSTRUCTION SETSITE PLANC2.00CR / JD ADA PARKING 3.09.21The drawings, designs, ideas, arrangements and plans indicated or represented are the sole property of Layton Davis Architects and are subject to the copyright of Layton Davis Architects or its assigns. They were created, evolved and developed for use on, and in conjunction with the specified project. Any use of the drawings, designs, materials or information contained herein, including but not limited to copying or reproduction, which is not expressly authorized by Layton Davis Architects, is strictly prohibited as an infringement of its copyright and may result in liability
03.23.2021PRINTED DATECHRONOLOGYPROJECT NODWN BY/ CHK BYTITLE24X36 SHEET #3243 E VILLAGE DR
MERIDIAN, ID 83646
AJ Village at Meridian
20.036BUILDING SHELL PLANNING COMMENTS 3.23.2103/24/2021
9Typical ACHD Street FrontageScale: NTSSAWCUT LINE SEE PLANS FOR LIMITSC/L
R/WVARIESEXISTINGROADWAY
CONCRETE SIDEWALK (5-IN THICK)PER ISPWC SD-709 (ACHD SUPP.)PLANTER AREA, ONLYWHERE SPECIFIED.SEE LANDSCAPE PLANSUSE THIS SECTION ORMATCH EXISTINGWHICHEVER IS GREATER1.75%±0.25%VARIESSEE PLANSVARIESSEE PLANSVARIES(5' - 7')U.N.O.ABBREVIATIONS:U.N.O = UNLESS NOTED OTHERWISE3-IN ASPHALT, SP-3, 0.50-IN(1/2") MIX, PG 64-284-IN OF 3/4" MINUS CRUSHEDAGGREGATE BASE, TYPE 120-IN OF 6" MINUS UNCRUSHEDAGGREGATE BASECOMPACTED SUBGRADE6" MINUS UNCRUSHEDAGGREGATE BASE FULL DEPTHOF SECTION6" VERTICAL CURB & GUTTERPER ISPWC SD-701 (ACHD SUPP.)4-IN OF CRUSHED AGGREGATEBASE, TYPE 1VARIESSEE SITE PLANCR / JDThe drawings, designs, ideas, arrangements and plans indicated or represented are the sole property of Layton Davis Architects and are subject to the copyright of Layton Davis Architects or its assigns. They were created, evolved and developed for use on, and in conjunction with the specified project. Any use of the drawings, designs, materials or information contained herein, including but not limited to copying or reproduction, which is not expressly authorized by Layton Davis Architects, is strictly prohibited as an infringement of its copyright and may result in liability
01.04.2021PROGRESSSETPRINTED DATECHRONOLOGYPROJECT NODWN BY/ CHK BYTITLE24X36 SHEET #3243 E VILLAGE DR
MERIDIAN, ID 83646
AJ Village at Meridian
20.036BUILDING SHELL
File Location:g:\2020\120123\cad\120123 cd c250 site details.dwgLast Plotted By:chad rietzeDate Plotted:Monday, January 4 2021 at 08:56 AM
CONSTRUCTION SETSITE DETAILSC2.50CR / JDThe drawings, designs, ideas, arrangements and plans indicated or represented are the sole property of Layton Davis Architects and are subject to the copyright of Layton Davis Architects or its assigns. They were created, evolved and developed for use on, and in conjunction with the specified project. Any use of the drawings, designs, materials or information contained herein, including but not limited to copying or reproduction, which is not expressly authorized by Layton Davis Architects, is strictly prohibited as an infringement of its copyright and may result in liability
01.04.2021PROGRESSSETPRINTED DATECHRONOLOGYPROJECT NODWN BY/ CHK BYTITLE24X36 SHEET #3243 E VILLAGE DR
MERIDIAN, ID 83646
AJ Village at Meridian
20.036BUILDING SHELL NOTES:1.SEE LAYOUT PLANS FOR JOINT PATTERN AND LOCATION.2.USE ISOLATION JOINTS AT ALL LOCATIONS WHERE DIFFERENTIAL MOVEMENT BETWEEN THE PAVEMENT AND A STRUCTURE MAYOCCUR.3.PROVIDE ISOLATION JOINT AT ALL ELECTRICAL FIXTURE BASES AND UTILITY STRUCTURES UNLESS NOTED OTHERWISE.4.JOINT SEALANT TO ONLY BE INSTALLED ADJACENT TO BUILDING.CONTRACTION JOINTCONCRETE FLATWORKSAW CUT JOINT 13 DEPTH OF SLAB AND 14" THICKNON-SEALED ISOLATION JOINTCONCRETE FLATWORKJOINT FILLER NO REMOVABLE PLASTIC JOINT CAP - SEESPECIFICATION SECTION 321313HOLD JOINT FILLER 18" BELOW SURFACE OF CONCRETE, NOSEALANT, USE 1/2" THICK FIBER JOINT FILLER BY W.R.MEADOWS. PROVIDE RESILIENT AND NON-EXTRUDING TYPEPRE-MOLDED BITUMINOUS-IMPREGNATED FIBERBOARDCOMPLY WITH ASTM D1751.SEALED ISOLATION JOINT1/2"1/4"JOINT SEALANT BY TREMCO THC-901 HIGH PERFORMANCEMULTI-COMPONENT POLYURETHANE SEALANT. ASTM C920,TYPE M, GRADE P, CLASS 25 USE T, M & O. COLOR TO MATCHCONCRETE.CONCRETE FLATWORKVERTICAL STRUCTURE OR OBJECT1/2"HOLD JOINT FILLER 18" BELOW SURFACE OF CONCRETE, NOSEALANT, USE 1/2" THICK FIBER JOINT FILLER BY W.R.MEADOWS. PROVIDE RESILIENT AND NON-EXTRUDING TYPEPRE-MOLDED BITUMINOUS-IMPREGNATED FIBERBOARDCOMPLY WITH ASTM D1751.Scale: 1-1/2" = 1'Concrete Control Joints3NOTES:1.JOINTS SHALL BE SPACED EVENLY THROUGHOUT LENGTH OF WALK, AS SHOWN ON DRAWINGS.2.CONCRETE FLATWORK PER ISPWC DIVISION 703, CLASS 4000B PER SECTION 703. CONCRETE MIX SHALL INCLUDE MICRO-FIBER.3.THICKEN CONCRETE TO 6-INCH DEPTH MINIMUM TO ACCEPT PLAIN BAR AT DOORWAYS.4.24" LONG #4 PLAIN BAR EMBEDDED 6" INTO STEM WALL AT 18" O.C. AT ALL DOORS. DRILL STEM WALL FOR TIGHT FIT, NO EPOXY.4" DEPTH CONCRETE W/1/2" MINUS AGGREGATESIEVE1/2" RADIUS4" DEPTH, OF 3/4" MINUSCRUSHED BASE MATERIALPER ISPWC SECTION 802,TYPE 1.BASE TO BE COMPACTED TOEXCEED 95% OF STANDARDDENSITY.CONTRACTION JOINT - SEEDETAIL 3/C2.50BROOM FINISHSEALED ISOLATION JOINT - SEE DETAIL 3/C2.50BUILDINGSEE NOTE #418" MIN.2"6"1Standard Concrete FlatworkScale: 1" = 1'SEALED ISOLATION JOINT - SEE DETAIL 3/2.506" DEPTH CONCRETE W/ 1/2" MINUS AGGREGATE SIEVE#4 BAR AT 12" O.C. BOTH WAYS CENTERED IN SLABCONTRACTION JOINT,SEE DETAIL 3/C2.506" DEPTH, OF 3/4" MINUS CRUSHED BASEMATERIAL PER ISPWC SECTION 802, TYPE 1.6"SUPPORT IN CENTER WITHDOBBIES AS REQUIRED.6"BUILDING OR STRUCTUREBASE TO BE COMPACTED TO EXCEED 95%OF STANDARD DENSITY.SEE NOTE #4NOTES:1.JOINTS SHALL BE SPACED EVENLY THROUGHOUT LENGTH OF WALK, AS SHOWN ON DRAWINGS.2.CONCRETE FLATWORK PER ISPWC DIVISION 703, CLASS 4000B PER SECTION 703. CONCRETE MIX SHALL INCLUDE MICRO-FIBER.3.THICKEN CONCRETE TO 6-INCH DEPTH MINIMUM TO ACCEPT PLAIN BAR AT DOORWAYS.4.24" LONG #4 PLAIN BAR EMBEDDED 6" INTO STEM WALL AT 18" O.C. AT ALL DOORS. DRILL STEM WALL FOR TIGHT FIT, NO EPOXY.Scale: 1" = 1'Heavy Duty Concrete Flatwork2AB
ASPHALT PAVING PER ISPWC SECTION 810,CLASS III PLANT MIX. SINGLE LIFT.BASE COURSE - 3/4" CRUSHEDAGGREGATE COURSE, TYPE 1, PERISPWC SECTION 801. COMPACT TO95% ASTM D698SUBBASE COURSE - 6" MINUSUNCRUSHED AGGREGATE. COMPACTPER ISPWC SECTION 801.SUBGRADE - COMPACT NATIVE SOIL,PROOF ROLL.NOTES:1.NON-CONTAINED EDGES SHALL BE CLEAN AND STRAIGHT. HAND TAMP TO PROVIDE A 45° EDGE.2.CONSTRUCT ALL PAVEMENT WITH THE FOLLOWING: SP-3 0.50-INCH (1/2") MIX, PG 64-28, 3/4" BASE, AND 6" MINUS PIT RUN.3.PAVEMENT WITHIN THE RIGHT-OF-WAY SHALL MATCH THE ABOVE SECTION DEPTHS OR WHATEVER THE CURRENT SECTION OFTHE ROADWAY. USE WHICHEVER SECTION IS GREATER.C
PAVEMENT SECTION TABLEPAVEMENT SECTIONA (ASPHALT PAVING)B (BASE COURSE)C (SUBBASE COURSE)ON-SITE PAVEMENT3 INCHES4 INCHES12 INCHESACHD ROW3 INCHES4 INCHES20 INCHESScale: NTSAsphalt Pavement Section4VAN ACCESSIBLE PARKING STALL ANDAISLE, TYPICALINTERNATIONAL SYMBOL OF ACCESSPAINTED ON PAVING, SYMBOL AND BORDERSHALL BE WHITE, INSIDE BORDER SHALLBE BLUE, AND AISLES SHALL BE WHITE4-INCH WIDE BLUE STALL STRIPING,TYPICAL.12-INCH x 18-INCH SIGN (TYP. AT ALL STALLS)WITH INTERNATIONAL SYMBOL OF ACCESSAND 'VAN ACCESSIBLE' SIGN, SEE DETAIL3/C2.51 AND PLANS FOR LOCATION OF VANACCESSIBLE STALL.2'WIDTHPER PLANVANWIDTHPER PLANWIDTHPER PLAN2'Scale: 1/8" = 1'ADA Parking Stall5BASE COURSE DETAIL 1/C2.50.COMPACTEDSUBGRADECONCRETE FOOTING, SMOOTH FINISH,SLOPE TOP TO ENSURE POSITIVE DRAINAGEASPHALT PAVING PER PLANS6" SCHEDULE 40, STEEL PIPE SET INCONCRETE FOOTING. PRIME AND PAINT,COLOR TO BE SELECTED ARCHITECTDURING SUBMITTAL PROCESS.FILL PIPE WITH CONCRETE,ROUND TOPNON-SEALED ISOLATION JOINT PERDETAIL 3/C2.50CONCRETE FLATWORK PERPLANS6"6"6"6"2'-6"3'-6"NOTES:1.REFER TO PLANS FOR EXACTBOLLARD LOCATIONS.Scale: 3/4" = 1'Steel Bollard7SECTION VIEWSIGN, TYPICALPLAN VIEWNOTE: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 12/C2.50.2.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 FOOTINGPOST IN CONCRETE FLATWORKSIGN POST &FOOTINGNON-SEALEDISOLATION JOINT - SEEDETAIL 3/C2.50.STANDARD CONCRETEFLATWORK - SEEDETAIL 1/C2.50.SIGN POST &FOOTINGLANDSCAPEMULCH PER PLANSPOST IN LANDSCAPE2'-0" MIN.6Sign Post And FootingScale: NTS2'6"1'-6"1" BATTER1'-1/2"6"4"5-3/4"6-1/2"6"R3-1/2" ± 1/2"R1"R1/2"BASE COURSECOMPACTED SUBGRADEASPHALT PAVINGR1/2"STRUCTURAL SUBBASE86-IN Curb/18-IN Reverse Plate GutterScale: NTS01/04/2021
1IVIVIVEIVIVIVIVIVIVTETTTIVIVIVIVIVIVIVEMTRWVWVWMTRWVWVWVSETMWMWDDMWMWMWMWMWMWDDDDDD1TENTANT SPACE 1 5MECH.4Room6FIRE RISER 3Room2Room SDSDCOSDTA/MX: 27.47 ±TA/MX: 27.34 ±TA/MX: 27.45 ±TA/MX: 26.42 ±LIP/MX: 26.43 ±LIP/MX: 26.64 ±TA/MX: 26.61 ±TA/MX: 26.62 ±TA/MX: 26.33 ±TA/MX: 26.45 ±TA/MX: 26.76 ±TA/MX: 27.23 ±TA/MX: 27.26 ±TA/MX: 26.60 ±TA/MX: 27.06 ±TA/MX: 27.24 ±TA/MX: 27.48 ±LIP/MX: 27.20 ±TA/MX: 27.24 ±TA/MX: 27.46 ±TA\TC: 2627.36TA\TC: 2626.82TA\TC: 2627.30TA\TC: 2626.8826.9727.42LIP: 27.28LIP: 27.04LIP: 26.91LIP/GB: 26.94LIP: 26.87LIP: 27.42LIP: 27.36LIP: 27.29LIP/GB: 26.52LIP: 26.49LIP: 26.38LIP: 26.66LIP/GB: 26.68LIP: 26.64LIP: 26.71LIP: 26.85LIP/GB: 26.91LIP: 26.86LIP: 26.81LIP: 26.91LIP/GB: 27.02RIM: 26.50LIP/GB: 26.72RIM/LIP: 26.50LIP: 27.16LIP: 27.16RIM/LIP: 26.87LIP: 27.42LIP: 27.64LIP: 26.29LIP: 26.26LIP: 27.29LIP: 27.10LIP: 27.23LIP/GB: 27.32LIP: 27.07LIP: 26.92LIP: 26.80LIP: 26.75LIP: 26.53LIP: 27.01LIP/GB: 27.14LIP: 26.97LIP: 26.59LIP: 26.55RIM/LIP: 26.03LIP: 26.37LIP: 26.49LIP/GB: 26.88LIP: 26.67LIP: 26.26LIP: 26.20FF: 2628.20LIP: 27.55LIP: 27.52LIP: 27.47LIP: 27.44LIP: 27.42TA/MX: 26.77 ±TA/MX: 27.16 ±TA/MX: 26.94 ±TA/MX: 26.95 ±TA/MX: 27.45 ±LIP: 26.55LIP: 26.66LIP/GB: 27.16LIP: 26.87RIM: 26.771C4.50TC/MX: 26.84 ±26.86TC/MX: 26.86 ±26.80G
B GBLIP: 27.233C4.502C4.50RIM/LIP: 26.52RIM: 26.71LIP: 26.72LIP: 26.97LIP: 26.90LIP/GB: 26.84LIP: 26.89LIP: 27.014C4.50RIM: 26.79RIM: 26.91RIM: 26.78RIM: 27.23TC/MX: 27.36 ±TC/MX: 27.44 ±27.1327.20TBC/TC: 27.07TBC/TC: 27.14LIP: 26.91LIP/GB: 27.53LIP: 27.25LIP: 27.02TBC/TC: 27.74TBC/TC: 27.77TBC/TC: 27.90TBC/TC: 27.94TBC/TC: 28.00TBC/TC: 28.04TBC/TC: 27.98TBC/TC: 27.96TBC/TC: 27.80TBC/TC: 27.7928.1128.11GB1.5%RIM: 26.37RIM: 26.42GBGB GBGB
RIM: 26.82RIM: 26.75TBC/TC: 28.1828.2028.0028.0828.0828.2028.20FG: 27.8728.1428.1428.1428.1428.1428.17FG: 28.20FG: 28.20FG: 28.20FG: 28.2028.2028.2028.2028.20FG: 28.20FG: 28.20FG: 27.87FG: 27.87FG: 27.87FG: 27.70FG: 27.70FG: 27.87FG: 28.201.8%2.1%2.0%1.7%1.8%2.0%2.0%
1.7%
2.
7
%1.9%1.4%2.9%
1.7%3.0%2.6%1.1%1.7%2627262826272628
2627262726282628
2627 262826282628
2
6
2
7
26272627262726272628262726262627
2
6
2
7
2628 4.0:14.0:1262
7ADA1Horizontal Scale: 020'40'1" = 20'Site Grading PlanCR / JDThe drawings, designs, ideas, arrangements and plans indicated or represented are the sole property of Layton Davis Architects and are subject to the copyright of Layton Davis Architects or its assigns. They were created, evolved and developed for use on, and in conjunction with the specified project. Any use of the drawings, designs, materials or information contained herein, including but not limited to copying or reproduction, which is not expressly authorized by Layton Davis Architects, is strictly prohibited as an infringement of its copyright and may result in liability
03.09.2021PRINTED DATECHRONOLOGYPROJECT NODWN BY/ CHK BYTITLE24X36 SHEET #3243 E VILLAGE DR
MERIDIAN, ID 83646
AJ Village at Meridian
20.036BUILDING SHELL
File Location:g:\2020\120123\cad\120123 cd c400 site grading plan.dwgLast Plotted By:chad rietzeDate Plotted:Tuesday, March 9 2021 at 09:35 AM
CONSTRUCTION SETSITE GRADING PLANC4.00CR / JDThe drawings, designs, ideas, arrangements and plans indicated or represented are the sole property of Layton Davis Architects and are subject to the copyright of Layton Davis Architects or its assigns. They were created, evolved and developed for use on, and in conjunction with the specified project. Any use of the drawings, designs, materials or information contained herein, including but not limited to copying or reproduction, which is not expressly authorized by Layton Davis Architects, is strictly prohibited as an infringement of its copyright and may result in liability
03.09.2021PRINTED DATECHRONOLOGYPROJECT NODWN BY/ CHK BYTITLE24X36 SHEET #3243 E VILLAGE DR
MERIDIAN, ID 83646
AJ Village at Meridian
20.036BUILDING SHELL Sheet Notes:1.EXISTING AND PROPOSED CONTOURS ARE AT A 1-FT INTERVAL.2.LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5%. CROSSSLOPE SHALL NOT EXCEED 2%. SLOPES WITHIN PEDESTRIAN RAMPS SHALLNOT EXCEED 12:1 SLOPE IN ANY DIRECTION. FLATWORK ADJACENT TO THEBUILDING SHALL NOT EXCEED 2.0% CROSS SLOPE OR HAVE CROSS SLOPE LESSTHAN 1.0%.3.ADD 2600 FEET TO ALL SPOT ELEVATIONS FOR ACTUAL ELEVATION.4.BUILDING FINISH FLOOR ELEVATION 2628.20' REFERS TO ARCHITECTURALELEVATION 100'-0".5.SPOT ELEVATIONS INDICATE TOP OF CONCRETE SURFACE UNLESS NOTEDOTHERWISE AS FOLLOWS:5.1.FF = FINISH FLOOR5.2.FG = FINISH GRADE5.3.GB = GRADE BREAK5.4.LIP = LIP OF GUTTER5.5.MX = MATCH EXISTING5.6.RIM = RIM OF STRUCTURE5.7.TA = TOP OF ASPHALT5.8.TBC = TOP BACK OF CURB5.9.TC = TOP OF CONCRETE6.SET FLAT WORK ADJACENT TO BUILDING FLUSH WITH FINISH FLOOR AT DOOROPENING AND UNIFORMLY TRANSITION TO REVEAL STEM WALL AS INDICATEDBY SPOT ELEVATIONS. SLOPES SHALL NOT EXCEED 2% IN ANY DIRECTIONADJACENT TO THE BUILDING.7.ASPHALT REPAIR ASSOCIATED WITH PROPOSED WET AND DRY UTILITYTRENCHING AND INSTALLATION WITHIN EXISTING ASPHALT AREAS SHALLMATCH EXISTING GRADES, SLOPES AND MAINTAIN EXISTING DRAINAGEPATTERNS.6-IN VERTICAL CURB & GUTTER PERISPWC SD-701 (ACHD SUPP.)6-IN CURB/18-IN REVERSE PLATEGUTTER PER DETAIL 8/C2.50Legend:03/09/2021
2626.672626.922626.402626.402627.022626.672626.70LIP: 2626.38LIP: 2625.98LIP: 2626.03LIP: 2626.102626.082626.132626.642626.617.0%0.6%4.0%0.0%1.5%1.7%1.5%RIM: 2625.89LIP: 2625.932626.872626.782626.852626.94LIP: 2626.82LIP: 2627.12LIP/GB: 2627.232627.262627.162627.212627.312627.79TBC/TC: 2627.740.8%1.3%
8.0%1.0%1.
8
%2627.7526262627
2
6
2
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2627 2627
2627262626271.6%3.6%2627.80COSDGBGBGBGBGBGB LIP/GB: 2627.49TA/GB: 2627.21LIP/GB: 2627.59LIP: 2627.61LIP: 2627.61LIP: 2627.58LIP: 2627.56LIP: 2627.54TBC/TC: 2627.962628.112628.11TBC/TC: 2628.03LIP/GB: 2627.56G
B
G
B
G
B
LIP/GB: 2627.34LIP: 2626.997.8%0.3%
1.
2
%
1.6%1.2%1.9%
2628 262826282628.202628.202628.20TBC/TC: 2628.0326282628TBC: 2628.03ADA12628.042628.04TBC/TC: 2628.03TBC/TC: 2628.03LIP: 2627.49LIP: 2627.50LIP: 2627.50LIP: 2627.49RIM: 2627.437.8%0.0%1.7%1.9%1.8%1.9%2627
2628EMTR FSFSFSFSFSFSFSFSFSFSFSFS 2627.262627.292627.152627.122627.292627.272627.822627.79LIP: 2627.29LIP: 2627.16LIP: 2627.03LIP: 2627.16LIP: 2627.10LIP: 2627.17LIP: 2627.38TBC/TC: 2627.872627.932628.03LIP: 2627.41LIP: 2627.49LIP: 2627.56LIP: 2627.49GBGBGBGB GBTA/GB: 2627.282628.092628.04TBC/TC: 2628.03TBC/TC: 2627.95RIM: 2627.142628.208.0%0.4%2.5%0.0%1.6%7.9%1.3%FG: 2627.872628262826272627.22LIP: 2627.01LIP: 2627.05LIP: 2627.08LIP/GB: 2627.11LIP: 2627.11TBC/TC: 2627.432627.492627.55TBC/TC: 2627.472627.17LIP: 2627.45LIP: 2627.46LIP: 2627.45LIP/GB: 2627.512628.06TC/MX: 2628.22 ±TC/MX: 2628.23 ±2628.031.9%8.0%0.6%2627.516.5%1.5%2.6%
1.4%
1.4%LIP: 2627.61LIP/MX: 2627.62 ±26282628262826
2
8 GBGBGB2628.110.7%0.4%Horizontal Scale: 05'10'1"= 5'Grading Detail 3CR / JDThe drawings, designs, ideas, arrangements and plans indicated or represented are the sole property of Layton Davis Architects and are subject to the copyright of Layton Davis Architects or its assigns. They were created, evolved and developed for use on, and in conjunction with the specified project. Any use of the drawings, designs, materials or information contained herein, including but not limited to copying or reproduction, which is not expressly authorized by Layton Davis Architects, is strictly prohibited as an infringement of its copyright and may result in liability
03.09.2021PRINTED DATECHRONOLOGYPROJECT NODWN BY/ CHK BYTITLE24X36 SHEET #3243 E VILLAGE DR
MERIDIAN, ID 83646
AJ Village at Meridian
20.036BUILDING SHELL
File Location:g:\2020\120123\cad\120123 cd c450 site grading details.dwgLast Plotted By:chad rietzeDate Plotted:Tuesday, March 9 2021 at 09:51 AM
CONSTRUCTION SETGRADING DETAILSC4.50CR / JDThe drawings, designs, ideas, arrangements and plans indicated or represented are the sole property of Layton Davis Architects and are subject to the copyright of Layton Davis Architects or its assigns. They were created, evolved and developed for use on, and in conjunction with the specified project. Any use of the drawings, designs, materials or information contained herein, including but not limited to copying or reproduction, which is not expressly authorized by Layton Davis Architects, is strictly prohibited as an infringement of its copyright and may result in liability
03.09.2021PRINTED DATECHRONOLOGYPROJECT NODWN BY/ CHK BYTITLE24X36 SHEET #3243 E VILLAGE DR
MERIDIAN, ID 83646
AJ Village at Meridian
20.036BUILDING SHELL Horizontal Scale: 05'10'1"= 5'Grading Detail 1Horizontal Scale: 05'10'1"= 5'Grading Detail 2Horizontal Scale: 05'10'1"= 5'Grading Detail 4Sheet Notes:1.EXISTING AND PROPOSED CONTOURS ARE AT A 1-FT INTERVAL.2.LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5%. CROSSSLOPE SHALL NOT EXCEED 2%. SLOPES WITHIN PEDESTRIAN RAMPS SHALLNOT EXCEED 12:1 SLOPE IN ANY DIRECTION. FLATWORK ADJACENT TO THEBUILDING SHALL NOT EXCEED 2.0% CROSS SLOPE OR HAVE CROSS SLOPE LESSTHAN 1.0%.3.ADD 2600 FEET TO ALL SPOT ELEVATIONS FOR ACTUAL ELEVATION.4.BUILDING FINISH FLOOR ELEVATION 2628.20' REFERS TO ARCHITECTURALELEVATION 100'-0".5.SPOT ELEVATIONS INDICATE TOP OF CONCRETE SURFACE UNLESS NOTEDOTHERWISE AS FOLLOWS:5.1.FF = FINISH FLOOR5.2.FG = FINISH GRADE5.3.GB = GRADE BREAK5.4.LIP = LIP OF GUTTER5.5.MX = MATCH EXISTING5.6.RIM = RIM OF STRUCTURE5.7.TA = TOP OF ASPHALT5.8.TBC = TOP BACK OF CURB5.9.TC = TOP OF CONCRETE6.SET FLAT WORK ADJACENT TO BUILDING FLUSH WITH FINISH FLOOR AT DOOROPENING AND UNIFORMLY TRANSITION TO REVEAL STEM WALL AS INDICATEDBY SPOT ELEVATIONS. SLOPES SHALL NOT EXCEED 2% IN ANY DIRECTIONADJACENT TO THE BUILDING.7.ASPHALT REPAIR ASSOCIATED WITH PROPOSED WET AND DRY UTILITYTRENCHING AND INSTALLATION WITHIN EXISTING ASPHALT AREAS SHALLMATCH EXISTING GRADES, SLOPES AND MAINTAIN EXISTING DRAINAGEPATTERNS.6-IN VERTICAL CURB & GUTTER PERISPWC SD-701 (ACHD SUPP.)6-IN CURB/18-IN REVERSE PLATEGUTTER PER DETAIL 8/C2.50Legend:03/09/2021
1PIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR
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UGPUGPUGPUGPUGPUGPUGPUGPSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD 12''W12''W12''W12''W12''W12''W12''W12''W12''WSD
SDETMWMWDDMWMWMWMWMWMWDDDDDD1TENTANT SPACE 1 5MECH.4Room6FIRE RISER 3Room2Room PIRRPIRRPIRRPIRR
PIRR12''SD12''SD12''SD12''SDSDSD8''SD CO8''SD 8''SD 8''SD 8''SDCOFSFSFSFSFS FS FSFSFSFSFSFSCOCOG G GGGGGGGG
GSD11-LF 6-IN C900123615APPROX. IE: 2621.871IE: 2623.394-IN PVCIE: 2622.8944-LF OF 4-IN PVC AT 1.70%IE: 2622.14FF: 2628.202334448597773IE: 2623.72IE: 2625.8042226'(MIN.)4-LF X-IN FIRE SERVICE116-LF X-IN FIRE SERVICE110-LF X-IN FIRE SERVICE8-LF X-IN FIRE SERVICE125-LF 2-IN PE107-LF 2-IN PE11-LF 2-IN PE83-LF OF 4-IN PVC AT 2.00%37-LF OF 4-IN PVC AT 2.00%77-LF OF 4-IN PVC AT 2.00%13-LF OF 4-IN PVC AT 2.00%ADA1Horizontal Scale: 020'40'1" = 20'Site Utility PlanCR / JDThe drawings, designs, ideas, arrangements and plans indicated or represented are the sole property of Layton Davis Architects and are subject to the copyright of Layton Davis Architects or its assigns. They were created, evolved and developed for use on, and in conjunction with the specified project. Any use of the drawings, designs, materials or information contained herein, including but not limited to copying or reproduction, which is not expressly authorized by Layton Davis Architects, is strictly prohibited as an infringement of its copyright and may result in liability
03.09.2021PRINTED DATECHRONOLOGYPROJECT NODWN BY/ CHK BYTITLE24X36 SHEET #3243 E VILLAGE DR
MERIDIAN, ID 83646
AJ Village at Meridian
20.036BUILDING SHELL
File Location:g:\2020\120123\cad\120123 cd c500 site utility plan.dwgLast Plotted By:chad rietzeDate Plotted:Tuesday, March 9 2021 at 09:42 AM
CONSTRUCTION SETSITE UTILITY PLANC5.00CR / JDThe drawings, designs, ideas, arrangements and plans indicated or represented are the sole property of Layton Davis Architects and are subject to the copyright of Layton Davis Architects or its assigns. They were created, evolved and developed for use on, and in conjunction with the specified project. Any use of the drawings, designs, materials or information contained herein, including but not limited to copying or reproduction, which is not expressly authorized by Layton Davis Architects, is strictly prohibited as an infringement of its copyright and may result in liability
03.09.2021PRINTED DATECHRONOLOGYPROJECT NODWN BY/ CHK BYTITLE24X36 SHEET #3243 E VILLAGE DR
MERIDIAN, ID 83646
AJ Village at Meridian
20.036BUILDING SHELL Water Keynotes:1.CONNECT TO EXISTING WATER METER, CONFIRM SUITABILITY OF CONNECTIONPRIOR TO COMMENCING CONSTRUCTION, BRING ANY DISCREPANCIES TOENGINEER.2.INSTALL FIRE HYDRANT PER CITY OF MERIDIAN STANDARD DRAWING W8.3.CONNECT TO EXISTING HYDRANT LATERAL, PROVIDE AND INSTALL FITTINGSAS REQUIRED.4.COORDINATE WITH BUILDING MECHANICAL FOR CONTINUATION INTO BUILDING.5.MAINTAIN HORIZONTAL AND VERTICAL SEPARATION OF POTABLE ANDNON-POTABLE WATER LINES PER ISPWC SD-407 AND CITY OF MERIDIANSTANDARD WATER NOTE NO. 3, REFER TO SHEET C0.00. IF SEPARATION IS NOTACHIEVABLE, SLEEVE FIRE SERVICE AND DOMESTIC SERVICE LINES PER CITYOF MERIDIAN SD SW1 & SW26.CONNECT TO EXISTING WATER STUB FOR FIRE SERVICE CONNECTION.COORDINATE PIPE SIZE WITH FIRE SPRINKLER CONTRACTOR.7.INSTALL X" 90° BEND AND THRUST BLOCK PER ISPWC SD-403.8.COORDINATE WITH BUILDING MECHANICAL FOR CONTINUATION AND FIRESPRINKLER CONTRACTOR FOR FIRE SERVICE SIZING.9.INSTALL BUILDING-MOUNTED FIRE DEPARTMENT CONNECTION. COORDINATEWITH BUILDING MECHANICAL AND FIRE SPRINKLER DESIGNER FORREQUIREMENTS.Sewer Keynotes:Sheet Notes:1.THE CONTRACTOR SHALL BRING ANY CONFLICTS TO THE ATTENTION OF THEPROJECT ENGINEER PRIOR TO PROCEEDING WITH THE WORK.2.THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN ANAPPROXIMATE WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHOCODE CHAPTER 22, TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGEPREVENTION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OFALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTORAGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICHMIGHT BE OCCASIONED AS A RESULT OF FAILURE TO EXACTLY LOCATE ANDPRESERVE ANY AND ALL UTILITIES. THE CONTRACTOR SHALL CONTACT THEAPPROPRIATE UTILITY COMPANIES OR DIG-LINE (342-1585) FOR EXACTLOCATIONS A MINIMUM OF 48-HOURS PRIOR TO DIGGING.3.HORIZONTAL LAY LENGTHS OF MAIN LINES AND SERVICES ARE SHOWN FORREFERENCE ONLY AND MAY VARY FROM ACTUAL INSTALLED LENGTH.4.ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATESTEDITION OF THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILLSHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC. THRUSTBLOCKING SHALL BE CONSTRUCTED PER ISPWC SD-403.5.FINAL CONNECTION TO CIVIL/UTILITY/SITE SYSTEMS ARE BY BUILDINGCONTRACTOR. SITE CONTRACTOR WILL BRING PIPING TO 5'-0" OF BUILDING(EXCEPT AS SPECIFICALLY NOTED OTHERWISE).6.ALL WATER MAIN LINES SHALL BE ANSI/AWWA C900 OR C909 CLASS 150,DR18 PVC.7.ALL WATER SERVICE LINES SHALL BE ANSI/AWWA C901 CLASS 150, DR7POLYETHYLENE (PE) OR ANSI/AWWA C900 CLASS 150, DR18 PVC WHERENOTED.8.BOTH DOMESTIC AND FIRE SERVICE LINES REQUIRE A BACKFLOW PREVENTIONDEVICE AT THE POINT OF ENTRY TO ANY BUILDING. THE TYPE OF DEVICE ISCONTINGENT UPON THE DEGREE OF HAZARD.1.CONNECT TO EXISTING SANITARY SEWER STUB. CONTRACTOR SHALL VERIFYSUITABILITY OF CONNECTION PRIOR TO CONSTRUCTION AND CONFIRM SLOPESARE ACHIEVABLE. BRING ANY DISCREPANCIES TO ENGINEER.2.INSTALL 2500-GALLON GREASE INTERCEPTOR PER MECHANICAL PLAN.3.INSTALL STANDARD 4-IN CLEAN-OUT PER ISPWC SD-506A.4.COORDINATE WITH BUILDING MECHANICAL FOR CONTINUATION INTO BUILDING.Dry Utility Keynotes:1.EXISTING ELECTRICAL TRANSFORMER LOCATION. COORDINATE ELECTRICALROUTING WITH IDAHO POWER AND SITE ELECTRICAL PLAN.2.SITE LUMINAIRE. SEE ELECTRICAL PLANS FOR MORE INFORMATION.3.GAS METER PACK. COORDINATE WITH BUILDING MECHANICAL ANDINTERMOUNTAIN GAS FOR MORE INFORMATION.4.CONNECT TO EXISTING GAS STUB, SERVICE PIPE ROUTING SHOWN ONLYCONCEPTUALLY. COORDINATE WITH BUILDING MECHANICAL ANDINTERMOUNTAIN GAS FOR MATERIAL, SIZING AND CONSTRUCTION OF PIPE.5.REINSTALL EXISTING STREET LIGHT PER CITY OF MERIDIAN REQUIREMENTS,COORDINATE WITH ELECTRICAL PLANS.###03/09/2021
1PIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR
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UGPUGPUGPUGPUGPUGPUGPUGPSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD 12''W12''W12''W12''W12''W12''W12''W12''W12''WSD
SDETMWMWDDMWMWMWMWMWMWDDDDDD1TENTANT SPACE 1 5MECH.4Room6FIRE RISER 3Room2Room PIRRPIRRPIRRPIRR
PIRR12''SD12''SD12''SD12''SDSDSD8''SD CO8''SD 8''SD 8''SD 8''SDCOFSFSFSFSFS FS FSFSFSFSFSFSCOCOG G GGGGGGGG
GSDSD STRC 2.030-IN DIA. CATCH BASINRIM: 2627.43±SUMP: 2622.48IE IN: 2623.48, 6-IN PVC (NW)IE IN: 2623.48, 8-IN PVC (S)IE OUT: 2623.48, 12-IN PVC (E)SD STRC 3.2INLET PER ISPWC SD-601RIM: 2626.87±SUMP: 2622.87IE IN: 2623.87, 6-IN PVC (N)IE OUT: 2623.87, 8-IN PVC (S)SD STRC 3.0INLET PER ISPWC SD-601RIM: 2626.77±SUMP: 2623.27IE OUT: 2624.27, 8-IN PVC (S)SD STRC 1.148-IN MH WITH FLAT LID PER ISPWC SD-611 (ACHD SUPP.)RIM: 2626.71±SUMP: 2620.25IE IN: 2622.75, 12-IN PVC (SW)IE IN: 2622.27, 8-IN EXIST. PVC (N)IE OUT: 2622.25, 8-IN EXIST. PVC (S)SD STRC 1.0INLET PER ISPWC SD-601 (ACHD SUPP.)RIM: 2626.52±SUMP: 2622.52IE OUT: 2623.52, 12-IN PVC (NE)SD STRC 3.1INLET PER ISPWC SD-601RIM: 2626.50±SUMP: 2622.59IE IN: 2623.59, 8-IN PVC (N)IE OUT: 2623.59, 12-IN PVC (E)IE IN: 2623.32, 12-IN PVC (W)IE IN: 2623.32, 8-IN PVC (N)IE OUT: 2623.32, 12-IN PVC (E)SD STRC 3.330-IN DIA. CATCH BASINRIM: 2626.50±SUMP: 2622.32SD STRC 2.1INLET PER ISPWC SD-601RIM: 2626.03±SUMP: 2622.43IE OUT: 2623.43, 12-IN PVC (SE)SD STRC 3.4INLET PER ISPWC SD-601RIM: 2625.89±SUMP: 2621.83IE IN: 2622.83, 12-IN PVC (W)IE OUT: 2622.83, 12-IN PVC (E)53-LF OF 12-IN PVC AT 0.50%58-LF OF 12-IN PVC AT 0.85%16-LF OF 8-IN PVC AT 3.50%97-LF OF 8-IN PVC AT 0.35%79-LF OF 12-IN PVC AT 0.50%35-LF OF 12-IN PVC AT 1.00%11-LF OF 12-IN PVC AT 7.08%123311111IE: 2622.674IE: 2623.08IE: 2623.0855FF: 2628.2043-LF OF 8-IN PVC AT 0.50%25-LF OF 6-IN PVC AT 2.0% MIN.20-LF OF 6-IN PVC AT 2.0% MIN.798-LF OF 8-IN PVC AT 0.35%6IE: 2625.506IE: 2625.506IE: 2625.506IE: 2625.5013-LF OF 6-IN PVC AT 12.90%16-LF OF 4-IN PVC AT 2.0% MIN.14-LF OF 4-IN PVC AT 2.0% MIN.8814-LF OF 12-IN PVC AT 1.12%IE: 2625.50IE: 2625.5022-LF OF 6-IN PVC AT 9.30%Horizontal Scale: 020'40'1" = 20'Site Drainage PlanCR / JDThe drawings, designs, ideas, arrangements and plans indicated or represented are the sole property of Layton Davis Architects and are subject to the copyright of Layton Davis Architects or its assigns. They were created, evolved and developed for use on, and in conjunction with the specified project. Any use of the drawings, designs, materials or information contained herein, including but not limited to copying or reproduction, which is not expressly authorized by Layton Davis Architects, is strictly prohibited as an infringement of its copyright and may result in liability
01.04.2021PROGRESSSETPRINTED DATECHRONOLOGYPROJECT NODWN BY/ CHK BYTITLE24X36 SHEET #3243 E VILLAGE DR
MERIDIAN, ID 83646
AJ Village at Meridian
20.036BUILDING SHELL
File Location:g:\2020\120123\cad\120123 cd c510 site drainage plan.dwgLast Plotted By:chad rietzeDate Plotted:Monday, January 4 2021 at 08:57 AM
CONSTRUCTION SETSITE DRAINAGE PLANC5.10CR / JDThe drawings, designs, ideas, arrangements and plans indicated or represented are the sole property of Layton Davis Architects and are subject to the copyright of Layton Davis Architects or its assigns. They were created, evolved and developed for use on, and in conjunction with the specified project. Any use of the drawings, designs, materials or information contained herein, including but not limited to copying or reproduction, which is not expressly authorized by Layton Davis Architects, is strictly prohibited as an infringement of its copyright and may result in liability
01.04.2021PROGRESSSETPRINTED DATECHRONOLOGYPROJECT NODWN BY/ CHK BYTITLE24X36 SHEET #3243 E VILLAGE DR
MERIDIAN, ID 83646
AJ Village at Meridian
20.036BUILDING SHELL Sheet Notes:1.THE CONTRACTOR SHALL BRING ANY CONFLICTS TO THE ATTENTION OF THEPROJECT ENGINEER PRIOR TO PROCEEDING WITH THE WORK.2.THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN ANAPPROXIMATE WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHOCODE CHAPTER 22, TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGEPREVENTION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OFALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTORAGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICHMIGHT BE OCCASIONED AS A RESULT OF FAILURE TO EXACTLY LOCATE ANDPRESERVE ANY AND ALL UTILITIES. THE CONTRACTOR SHALL CONTACT THEAPPROPRIATE UTILITY COMPANIES OR DIG-LINE (342-1585) FOR EXACTLOCATIONS A MINIMUM OF 48-HOURS PRIOR TO DIGGING.3.HORIZONTAL LAY LENGTHS OF MAIN LINES AND SERVICES ARE SHOWN FORREFERENCE ONLY AND MAY VARY FROM ACTUAL INSTALLED LENGTH.4.ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATESTEDITION OF THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILLSHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC. THRUSTBLOCKING SHALL BE CONSTRUCTED PER ISPWC SD-403.5.FINAL CONNECTION TO CIVIL/UTILITY/SITE SYSTEMS ARE BY BUILDINGCONTRACTOR. SITE CONTRACTOR WILL BRING PIPING TO 5'-0" OF BUILDING(EXCEPT AS SPECIFICALLY NOTED OTHERWISE).Storm Drain Keynotes:1.INSTALL INLET CATCH BASIN - TYPE I PER ISPWC SD-601 (ACHD SUPP.)2.INSTALL 48-IN MANHOLE PER ISPWC SD-611 (ACHD SUPP.). PROVIDE ANDINSTALL 12-IN PVC PIPE AND FITTINGS AS REQUIRED TO MATCH EXISTINGSTORM DRAIN PIPE INVERTS.3.INSTALL 30-IN CATCH BASIN WITH A SOLID LID, OLDCASTLE CB 140 ORAPPROVED EQUAL.4.CONNECT TO EXISTING STORM DRAIN PIPE. MATCH MATERIAL, SIZE AND PIPEINVERT. PROVIDE AND INSTALL FITTINGS AS REQUIRED.5.CONNECT TO EXISTING SAND AND GREASE TRAP AT INVERT ON PLAN, CORESTRUCTURE AS REQUIRED FOR INSTALLATION, GROUT IN PIPE TO PROVIDEWATERTIGHT SEAL.6.INSTALL DOWNSPOUT CONNECTION PER DETAIL 1/C5.50.7.INSTALL 4" CLEANOUT PER DETAIL 2/C5.50.8.4-IN ROOF DRAIN, SEE MECHANICAL FOR CONTINUATION.#01/04/2021
CR / JDThe drawings, designs, ideas, arrangements and plans indicated or represented are the sole property of Layton Davis Architects and are subject to the copyright of Layton Davis Architects or its assigns. They were created, evolved and developed for use on, and in conjunction with the specified project. Any use of the drawings, designs, materials or information contained herein, including but not limited to copying or reproduction, which is not expressly authorized by Layton Davis Architects, is strictly prohibited as an infringement of its copyright and may result in liability
01.04.2021PROGRESSSETPRINTED DATECHRONOLOGYPROJECT NODWN BY/ CHK BYTITLE24X36 SHEET #3243 E VILLAGE DR
MERIDIAN, ID 83646
AJ Village at Meridian
20.036BUILDING SHELL
File Location:g:\2020\120123\cad\120123 cd c510 site drainage plan.dwgLast Plotted By:chad rietzeDate Plotted:Monday, January 4 2021 at 08:57 AM
CONSTRUCTION SETSITE UTILITY &DRAINAGE DETAILSC5.50CR / JDThe drawings, designs, ideas, arrangements and plans indicated or represented are the sole property of Layton Davis Architects and are subject to the copyright of Layton Davis Architects or its assigns. They were created, evolved and developed for use on, and in conjunction with the specified project. Any use of the drawings, designs, materials or information contained herein, including but not limited to copying or reproduction, which is not expressly authorized by Layton Davis Architects, is strictly prohibited as an infringement of its copyright and may result in liability
01.04.2021PROGRESSSETPRINTED DATECHRONOLOGYPROJECT NODWN BY/ CHK BYTITLE24X36 SHEET #3243 E VILLAGE DR
MERIDIAN, ID 83646
AJ Village at Meridian
20.036BUILDING SHELL MECHANICAL PLUG4" RISER45° PVC BENDPIPE SIZE x 4" WYEFITTINGBEDDING COURSE12"12"VARIES6"6"ACCESS HOUSING:10" ROUND CARSON INDUSTRIES VALVE BOXAND COVER. PART NUMBERS 910-3 & 910-4.BODY AND COVER SHALL BE GREEN. BOLTDOWNLOC-KIT SHALL BE PROVIDED. COVER SHALL BEMARKED TO INDICATE UTILITY TYPE AND SETFLUSH WITH PROPOSED FINISH GRADE.FINISH GRADE. MATERIALPER LANDSCAPE PLAN.±6"NOTES:1.REFER TO PLAN FOR CLEANOUT COVER CONDITIONS.2.ALL FITTINGS SHALL BE WATER TIGHT.3.ALL PIPE SHALL BE ASTM D 3034 SDR 35 SOLID WALL PVC OR AASHTO M252 TYPE S OR D HDPE (ADS N-12 OR EQUAL). SIZE PER PLAN.4.ALL COVER SHALL BE MARKED "SD CO" OR WITH PREAPPROVEDABBREVIATION.FLOWPER PLANPIPE UPSTREAM OF BENDMECHANICAL PLUGFIBER JOINT PACK12"MISSION COUPLER OR APPROVED EQUAL1.5'FINISH GRADE PER PLAN.INCORPORATE CONCRETE COLLARINTO CONCRETE FLATWORK WHEREAPPLICABLEPEA GRAVEL BACKFILLCONDITION B: LANDSCAPECONDITION A: HARDSCAPEASPHALT PAVING/CONCRETE FLATWORKACCESS HOUSING-ASPHALT: PER ISPWC SD-506ACONCRETE: 4" SIOUX CHIEF ADJUSTABLE ON-GRADECLEANOUT LID (FINISH LINE 834 SERIES)WITH ROUND, VANDAL-RESISTANTNICKEL-BRONZE COVER MARKED "COCO
COTYPICAL CLEANOUT LOCATIONSA: UPSTREAM OF ELBOWB: CROSS AT TEE BRANCHC: UPSTREAM OF TEED: IN-LINETYPE ATYPE BTYPE CCOTYPE D#3 BAR AT MID DEPTH. PROVIDE 6"CLEAR SPACE AROUND CLEANOUT.24" Cleanout DetailScale: NTS24" MIN.NOTE:1.ALL PIPE CONNECTIONS/JOINTS SHALL BE SEALED WATER TIGHT.8”x8”x316” GALVANIZED STEEL PLATE WITHCUTOUT MATCHING THE PROFILE OF THEDOWNSPOUT. PLATE SHALL LIE FLAT ON THESURFACE OF THE CONCRETE AND BE ABLE TOSLIDE UP THE DOWNSPOUT FOR MAINTENANCEOF THE STORM DRAIN LINE. THE DOWNSPOUTSHALL PROTRUDE DOWN THROUGH THE PLATESO THAT THE PLATE CANNOT BE REMOVEDWITHOUT FIRST REMOVING THE DOWNSPOUT.PAINT ALL SIDES AND EDGES OF THE PLATE TOMATCH COLOR OF DOWNSPOUT.COVER PLATE. SEE ENLARGEMENT.8" SQ.R12" (TYP)6" PVC PIPE BELOW CUTFLUSH WITH TOP OFCONCRETEBUILDING WALL6-IN PIPE CUT FLUSHWITH TOP OFCONCRETE6-IN STORM DRAINPIPING, BEND ANDREDUCER AS NEEDEDTO AVOID FOOTINGAND ESTABLISHEDDEPTH.SLOPE AT 1% MIN.EXTEND ROOF DRAIN LEADER PER PLAN.PROVIDE APPROPRIATELY SIZED TEE, WYE,CROSS OR REQUIRED FITTINGS AS NEEDED ATCONNECTION POINT WITH MAINLINE STORMDRAIN.4-IN x 4-IN DOWNSPOUTPER ARCHITECTFINISH GRADEPER PLANCLEANOUT PERDETAIL 2/C5.50.Scale: NTSDownspout Connection 101/04/2021
IVIVIVEIVIVIVIVIVIVTETTTIVIVIVIVIVIVIVEMTRWVWVWMTRSET1TENTANT SPACE 1 5MECH.4Room6FIRE RISER 3Room2RoomFSFS FS FS FS FS FSFSFSFSFSFSG G GGGGGGGG
G11111111131122222222233.13.133.14453Keynotes:1.REMOVE TREE AND STUMP, GRIND STUMP 12" BELOW FINISH GRADE MINIMUM.2.RETAIN AND PROTECT EXISTING TREE, SEE TREE PROTECTION NOTES ON THISSHEET.3.FIELD LOCATE EXISTING TREE AND TRANSPLANT WEST OF PROPOSED CURB LINE.SEE TREE TRANSPLANT NOTES ON THIS SHEET.3.1.RELOCATE TREE TO THIS LOCATION.4.CONTRACTOR SHALL STRING VINES TO GREENWALL ON BUILDING. ALTERNATEPLANTS SEQUENCING AS IDENTIFIED IN PLANT LEGEND.5.REPAIR AND REPLACE EXISTING SOD.CALLOUT NUMBERS COORDINATEDTO NUMBERED NOTES BELOW.Material Legend:4" DEPTH SHREDDED BARKMULCH. MATCH EXISTINGBEDS.#80/20 KENTUCKY BLUE/RYEBLEND TURF SODLandscape Calculations:NUMBER OF STREET TREES AND LINEAL FEET OF STREETFRONTAGEWIDTH OF LANDSCAPE BUFFERS:EAGLE ROADE VILLAGE DRIVEACREAGE & PERCENTAGE DEDICATED FOR COMMON OPENSPACENUMBER OF TREES PROVIDED IN PARKING LOT PERIMETERBUFFERWIDTH OF PARKING LOT PERIMETER LANDSCAPE BUFFERNUMBER OF PARKING STALLS AND PERCENT OF PARKINGAREA WITH INTERNAL LANDSCAPINGTOTAL NUMBER OF TREES AND TREE SPECIES MIXxx TREES IN BUFFER (xx IN PLANTING STRIP). xx LF FRONTAGEN/A??xx TREES5-FT MIN.XX STALLSXX% INTERNAL LSCPXX TREES, XX SPECIES (NOTINCLUDING EXISTING STREETLANDSCAPE BUFFERS ALONG STREETS (11-3B-7-3)ONE (1) TREE PER THIRTY-FIVE (35) LINEAR FEET WITH SHRUBS, LAWN, OR OTHER GROUND COVER.STREETTREES REQUIREDTREES PROVIDEDE. VILLAGE DRIVE (245 LF)7 TREES7 TREESN. EAGLE RD (287 LF)8 TREES10 TREESINTERIOR PARKING LOT (11-3B-8-C-2)ONE (1) TREE AND LOW SHRUBS, LAWN, OR OTHER GROUND COVER PER EACH INTERIOR PLANTERTHAT SERVES A SINGLE ROW OF PARKING SPACES.AREA PROVIDEDTREES REQUIREDTREES PROVIDED5 INTERIOR ISLANDS5 TREES10 TREESPERIMETER PARKING LOT LANDSCAPINGONE (1) TREE PER THIRTY-FIVE (35) LINEAR FEET WITH SHRUBS, LAWN, OR OTHER GROUND COVER.PERIMETERTREES REQUIREDTREES PROVIDED(532 LF)15 TREES17 TREESEXISTING NATURAL FEATURESTHERE ARE NO EXISTING NATURAL FEATURES (CANALS, WETLANDS, FLOODPLAINS, ETC.) ON THE SITE.Landscape Requirements:TREES NOTED SHALL BE REMOVED AND REPLACED WITH HYDRAULIC TREE SPADE. SPADE SHALL HAVE A CAPACITY FOR A MINIMUM ROOT BALL DIAMETER OF 42" AND AMINIMUM ROOT BALL DEPTH OF 30". ONE FULL DAY BEFORE TRANSPLANT, ALLDECIDUOUS TREES SHALL BE SPRAYED WITH AN ANTI-TRANSPIRANT (WILT-PRUF OREQUAL) TO ALL OF THE FOLIAGE (TOP AND BOTTOM) AS PER MANUFACTURER'SRECOMMENDATIONS. THE TREE TRANSPLANT SHALL BE DONE IN ONE CONTINUOUSPROCESS AND THE PREVIOUSLY DUG RECEIVING THE NEW LOCATION FILL. HOLE SIDESSHALL BE SCARIFIED. A PLANTING MIXTURE OF ONE PART PEAT MOSS TO THREE PARTSTOPSOIL WITH AGRO 'TRANSPLANTER', 4-2-4 (OR APPROVED EQUAL, USE AS PERMANUFACTURER'S RECOMMENDATIONS) SHALL BE MIXED WITH WATER TO FORM ASLURRY. THE SLURRY MIXTURE SHALL FILL ANY VOIDS AROUND THE ROOTBALL,ELIMINATING ANY AIR POCKETS. AGRIFORM PLANTING TABLETS 20-15-5 (OR APPROVEDEQUAL) SHALL BE INSTALLED. TABLET QUANTITY BASED UPON PLANT SIZE AS PERMANUFACTURER'S RECOMMENDATIONS.Tree Transplant Notes:A.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 THE TREE.)A.A.CONSTRUCT PROTECTIVE FENCING OF CHAIN-LINK AROUND THE CRITICALROOT ZONE PRIOR TO DEMOLITION OR CONSTRUCTION.A.B.DO NOT ALLOW COMPACTION BY EQUIPMENT TRAFFIC DURINGCONSTRUCTION OR DURING DEMOLITION.A.C.DO NOT ALLOW CEMENT TRUCKS TO RINSE WITHIN THE PROTECTION AREA,ANYWHERE THAT TREE ROOTS EXIST OR IN PLANNED PLANTING BEDS.A.D.DO NOT STOCKPILE MATERIALS, DEBRIS OR DIRT WITHIN THE TREEPROTECTION AREA.A.E.MAINTAIN WATERING WITHIN THE CRITICAL ROOT ZONE FROM MID-APRIL TOMID-OCTOBER AT THE RATE OF NOT LESS THAN THE EQUIVALENT OF 1-1/2" OF WATER OVER THE ENTIRE AREA PER WEEK.A.F.DO NOT TRENCH, EXCAVATE, FILL OR OTHERWISE DISTURB THE SOIL WITHINTHE CRITICAL ROOT ZONE.A.G.ADJUST PROPOSED IMPROVEMENT LOCATIONS AS REQUIRED TO AVOIDDAMAGING TREE ROOTS.B.PROTECT THE CROWN AND TRUNK OF TREES TO BE RETAINED ON SITE:B.A.OPERATE EQUIPMENT IN SUCH A WAY AS TO AVOID CONTACT WITH TREETRUNKS OR BRANCHES.B.B.PRUNING OF PUBLIC PROPERTY TREES SHALL BE PERFORMED BY A LICENSEDARBORIST.C.ALL TREES DAMAGED OR DESTROYED DURING CONSTRUCTION SHALL BEREPLACED USING THE FOLLOWING CRITERIA:EXISTING TREEREPLACEMENT1" TO 6" CALIPER.........................2X CALIPER OF TREE REMOVED6" TO 12" CALIPER......................1.5X CALIPER OF TREE REMOVED> 12" OR LARGER CALIPER.........1X CALIPER OF TREE REMOVEDEXAMPLE: IF AN 8" CALIPER TREE IS REMOVED, AN ACCEPTABLEREPLACEMENT WOULD BE (3) 4" CALIPER TREES OR (4) 3" CALIPER TREES.Tree Protection Notes:A.CONTRACTOR SHALL REPORT TO LANDSCAPE ARCHITECT ALL CONDITIONS WHICHIMPAIR AND/OR PREVENT THE PROPER EXECUTION OF THIS WORK, PRIOR TOBEGINNING WORK.B.FINISH GRADES TO BE SMOOTH AND EVEN GRADIENTS WITH POSITIVE DRAINAGE INACCORDANCE WITH SITE GRADING PLAN. REMOVE RIDGES AND FILL DEPRESSIONS,AS REQUIRED TO MEET FINISH GRADES. PLACE 4" OF SUPREME WALK-ON BARKMULCH BY CLOVERDALE NURSERY OVER SUBGRADE SOIL TO ACHIEVE FINISHGRADE. FINISH GRADE RELATED TO ADJACENT SITE ELEMENTS SHALL BE:B.A.1-INCH BELOW TOP OF ADJACENT PAVEMENT, VALVE BOX, VAULT, ETC.B.B.3-INCHES BELOW TOP OF CURB UNLESS NOTED OTHERWISE.C.ALL PLANTING BEDS SHALL HAVE A MINIMUM OF 18" OF TOPSOIL, SOD AREAS AMINIMUM OF 12" OF TOPSOIL. SPREAD, COMPACT AND FINE GRADE TOPSOIL TO ASMOOTH AND UNIFORM GRADE.D.RE-USE EXISTING SURFACE TOPSOIL WHERE POSSIBLE. VERIFY SUITABILITY OFSURFACE SOIL TO PRODUCE TOPSOIL MEETING REQUIREMENTS AND AMEND WHENNECESSARY. TOPSOIL SHALL BE A LOOSE, FRIABLE, SANDY LOAM, CLEAN AND FREEOF TOXIC MATERIALS, NOXIOUS WEEDS, WEED SEEDS, ROCKS, GRASS OR OTHERFOREIGN MATERIAL AND A PH OF 5.5 TO 7.0. IF ON-SITE TOPSOIL DOES NOT MEETTHESE MINIMUM STANDARDS, CONTRACTORS ARE RESPONSIBLE TO EITHER: A)PROVIDE APPROVED IMPORTED TOPSOIL, OR B.) IMPROVE ON-SITE TOPSOIL WITHMETHODS APPROVED BY LANDSCAPE ARCHITECT. SUPPLEMENT WITH IMPORTEDTOPSOIL WHEN QUANTITIES ARE INSUFFICIENT. CLEAN TOPSOIL OF ROOTS, PLANTS,SODS, STONES, CLAY LUMPS AND OTHER EXTRANEOUS MATERIALS HARMFUL TOPLANT GROWTH.E.IF IMPORTED TOPSOIL FROM OFF-SITE SOURCES IS REQUIRED, PROVIDE NEWTOPSOIL THAT IS FERTILE, FRIABLE, NATURAL LOAM, SURFACE SOIL, REASONABLYFREE OF SUBSOIL, CLAY LUMPS, BRUSH, WEEDS AND OTHER LITTER, AND FREE OFROOTS, STUMPS, STONES LARGER THAN 2 INCHES IN ANY DIMENSION, AND OTHEREXTRANEOUS OR TOXIC MATTER HARMFUL TO PLANT GROWTH.F.OBTAIN TOPSOIL FROM LOCAL SOURCES OR FROM AREAS HAVING SIMILAR SOILCHARACTERISTICS TO THAT FOUND AT PROJECT SITE. OBTAIN TOPSOIL ONLY FROMNATURALLY, WELL-DRAINED SITES WHERE TOPSOIL OCCURS IN A DEPTH OF NOTLESS THAN 4 INCHES.G.ALL LANDSCAPE AREAS SHALL BE WEED FREE AT THE TIME OF LANDSCAPEINSTALLATION.REMOVE ALL ROOTS, WEEDS, ROCKS AND FOREIGN MATERIAL ONTHE SURFACE.H.NEW TREE PLANTING, SEE DETAIL 2/L1.50. CONTRACTOR SHALL STAKE ALL TREESDEEMED NECESSARY, I.E..... FROM BEING BLOWN OVER, PLANTED WITH LOOSEROOT BALL, ETC. CONTRACTOR'S OPTION.I.NEW SHRUB PLANTING. SEE DETAIL 1/L1.50.J.ALL PLANT MATERIAL SHALL CONFORM TO THE AMERICAN NURSERYMANSTANDARDS FOR TYPE AND SIZE SHOWN. PLANTS WILL BE REJECTED IF NOT IN ASOUND AND HEALTHY CONDITION.K.ALL PLANT MATERIAL SHALL BE GUARANTEED FOR A PERIOD OF ONE YEARBEGINNING AT THE DATE OF SUBSTANTIAL COMPLETION. REPLACE ALL PLANTMATERIAL FOUND DEAD OR NOT IN A HEALTHY CONDITION IMMEDIATELY WITH THESAME SIZE AND SPECIES AT NO COST TO THE OWNER.L.TREE PIT BACKFILL PLANTING MIX: BLEND TOPSOIL AND SOIL AMENDMENTS ANDFERTILIZER FOR TREE PIT BACKFILL AT THE FOLLOWING RATES. BLENDAMENDMENTS THOROUGHLY WITH SOIL BACKFILL. TREE PITS SHALL BE 5'x5'x1.5'(37.5 CF/ 1.5 CY).L.A.APPLICATION RATES:L.A.A.HUMIC ACID: 25 LBS PER TREE PITL.A.B.COMMERCIAL GRADE COMPOST - 10 CUBIC FEET PER TREE PITL.A.C.PLANTING TABLET FERTILIZER - 4 TABLETS PER TREE PITL.A.D.CALCIFIED DIATOMACEOUS EARTH - 75 LBS PER TREE PITM.SHRUB PIT BACKFILL PLANTING MIX: BLEND TOPSOIL AND SOIL AMENDMENTS ANDFERTILIZER FOR SHRUB PIT BACKFILL AT THE FOLLOWING RATES. BLENDAMENDMENTS WITH THOROUGHLY WITH SOIL BACKFILL. SHRUB PITS SHALL BE2.5'x2.5'x1' (6.25 CF/ 0.25 CY).M.A.APPLICATION RATES:M.A.A.HUMIC ACID: 2 LBS PER SHRUB PITM.A.B.COMMERCIAL GRADE COMPOST - 2 CUBIC FEET PER SHRUB PITM.A.C.PLANTING TABLET FERTILIZER - 2 TABLETS PER SHRUB PITM.A.D.CALCIFIED DIATOMACEOUS EARTH - 15 LBS PER SHRUB PITN.IMMEDIATELY CLEAN UP ANY TOPSOIL OR OTHER DEBRIS ON THE SITE CREATEDFROM LANDSCAPE OPERATIONS AND DISPOSE OF PROPERLY OFF SITE.O.CONTRACTOR SHALL SUBMIT MATERIAL SAMPLES FOR LANDSCAPE ROCK MULCHTO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO PROCUREMENT. LANDSCAPEBOULDERS, PHOTO SUBMITTAL IS ADEQUATE. FOR ROCK MULCH, SUBMIT 1 GALLONBAG SAMPLE TO OWNER.Landscape Notes:Project Calculations:NUMBER OF STREET TREES REQUIREDEXISTINGWIDTH OF STREET BUFFEREXISTINGTREE MITIGATIONREMOVED CALIPER INCHES56PROPOSED CALIPER INCHES66TREE SPECIES8TOTAL TREE COUNT PROPOSED33TREESBOTANICAL / COMMON NAMESIZECONTAINERACER PLATANOIDES `EMERALD QUEEN` / EMERALD QUEEN MAPLE2" CAL.B&BCARPINUS BETULUS `COLUMNARIS` / COLUMNAR EUROPEAN HORNBEAM2" CAL.B&BGLEDITSIA TRIACANTHOS `IMPERIAL` / IMPERIAL HONEYLOCUST2" CAL.B&BJUNIPERUS CHINENSIS `SPARTAN` / SPARTAN JUNIPER6` HT.B&BLIRIODENDRON TULIPIFERA `ARNOLD` / ARNOLD TULIP POPLAR2" CAL.B&BPINUS FLEXILIS `VANDERWOLF`S PYRAMID` / VANDERWOLF`S PYRAMID LIMBER PINE2" CAL.B&BQUERCUS X WAREI `REGAL PRINCE` / REGAL PRINCE OAK2" CAL.B&BTILIA CORDATA `GREENSPIRE` / GREENSPIRE LITTLELEAF LINDEN2" CAL.B&BSHRUBSBOTANICAL / COMMON NAMESIZECONTAINERCORNUS SERICEA `IVORY HALO` / VARIEGATED REDTWIG DOGWOOD5 GAL.CALAMAGROSTIS X ACUTIFLORA `KARL FOERSTER` / FEATHER REED GRASS1 GALEUONYMUS KIAUTSCHOVICUS `MANHATTAN` / MANHATTAN EUONYMUS5 GAL.EUONYMUS JAPONICUS `AUREO VARIEGATA` / GOLD SPOT EUONYMUS5 GAL.HELICTOTRICHON SEMPERVIRENS `BLUE OATS` / BLUE OAT GRASS1 GAL.MISCANTHUS SINENSIS `LITTLE KITTEN` / LITTLE KITTEN EULALIA GRASS1 GAL.MISCANTHUS SINENSIS `YAKUSHIMA` / DWARF MAIDEN GRASS1 GAL.PINUS STROBUS `BLUE SHAG` / BLUE SHAG WHITE PINE3 GAL.PHYSOCARPUS OPULIFOLIUS `LITTLE DEVIL` TM / DWARF NINEBARK5 GAL.RHUS AROMATICA `GRO-LOW` / GRO-LOW FRAGRANT SUMAC3 GAL.SPIRAEA X BUMALDA `LIMEMOUND` TM / LIMEOUND SPIREA3 GAL.SCHIZACHYRIUM SCOPARIUM `THE BLUES` / THE BLUES LITTLE BLUESTEM1 GAL.GROUND COVERSBOTANICAL / COMMON NAMESIZECONTAINERQTYCLEMATIS X `JACKMANI` / CLEMATIS1 GAL.122 SFPARTHENOCISSUS QUINQUEFOLIA `PURPLE FALLS` / VIRGINIA CREEPER1 GAL.40 SFPLANT SCHEDULE33Horizontal Scale: 020'40'1" = 20'Landscape PlanCR / JD ADA PARKING 3.09.21The drawings, designs, ideas, arrangements and plans indicated or represented are the sole property of Layton Davis Architects and are subject to the copyright of Layton Davis Architects or its assigns. They were created, evolved and developed for use on, and in conjunction with the specified project. Any use of the drawings, designs, materials or information contained herein, including but not limited to copying or reproduction, which is not expressly authorized by Layton Davis Architects, is strictly prohibited as an infringement of its copyright and may result in liability
03.23.2021PRINTED DATECHRONOLOGYPROJECT NODWN BY/ CHK BYTITLE24X36 SHEET #3243 E VILLAGE DR
MERIDIAN, ID 83646
AJ Village at Meridian
20.036BUILDING SHELL PLANNING COMMENTS 3.23.21File Location:g:\2020\120123\cad\120123 cd l100 landscape plan.dwgLast Plotted By:holly dawsonDate Plotted:Tuesday, March 23 2021 at 04:08 PM
CONSTRUCTION SETLANDSCAPE PLANL1.00Sean Conner03/24/2021Sean Conner
NOTES:1.THE STAKING OF TREES IS TO BE THE CONTRACTOR'S OPTION; HOWEVER, THE CONTRACTOR ISRESPONSIBLE TO INSURE THAT ALL TREES ARE PLANTED STRAIGHT AND THAT THEY REMAINSTRAIGHT FOR A MINIMUM OF 1 YEAR. ALL STAKING SHALL BE REMOVED AT THE END OF THE ONEYEAR WARRANTY PERIOD.2.IN THE EVENT OF A QUESTION OR LACK OF CLARITY ON THE DRAWINGS, THE CONTRACTOR IS TONOTIFY THE LANDSCAPE ARCHITECT BEFORE PROCEEDING.3.LANDSCAPE CONTRACTOR IS TO NOTIFY THE LANDSCAPE ARCHITECT AND OWNER PRIOR TOINSTALLATION OF PLANT MATERIAL.4.WRAP RUBBER CINCH TIES AROUND THE TREE TRUNKS AND STAKES USING EITHER THESTANDARD OR FIGURE EIGHT TYING METHOD. SECURE THE TIES TO THE STAKES WITHGALVANIZED NAILS TO PREVENT SLIPPAGE.5.WATER TREE TWICE WITHIN THE FIRST 24 HOURS.6.IN THE EVENT HARDPAN SOILS PREVENT TREE PLANTING AS DETAILED, NOTIFY THE LANDSCAPEARCHITECT IMMEDIATELY.PREVAILING WIND DIRECTIONREMOVE DEAD/DAMAGED BRANCHES AND PRUNE TOINTERNATIONAL SOCIETY OF ARBORICULTURE STANDARDS;IMPROPERLY PRUNED TREES (AS DETERMINED BY THELANDSCAPE ARCHITECT) SHALL BE REMOVED AND REPLACED.SET ROOTBALL ON NATIVE UNDISTURBED SUBSOILCOMMERCIAL SLOW RELEASE FERTILIZER TABLETSBACKFILL WITH SOIL PLANTING MIX. SEESPECIFICATIONS FOR ADDITIONAL INFORMATION.MULCH LAYER, KEEP MULCH 3" AWAY FROMTRUNK2" x 2" x 8' CEDAR STAKE - DO NOT PENETRATE ROOTBALL.SEE NOTE 1. SET STAKES PARALLEL TO PREVAILING WIND.RUBBER CINCH TIEFINISH GRADEROOT PROBESOIL LINEUTILIZE SOIL/ROOT PROBE AROUND TRUNK(APPROX. 3-4" AWAY FROM TRUNK) TO LOCATEHIGHEST ROOTS. HIGHEST ROOTS SHOULD BEPOSITIONED AT OR SLIGHTLY ABOVE GRADE LEVEL.REMOVE BURLAP, TWINE, AND WIRE BASKET FROM TOP12 OF ROOTBALL, REMOVE ALL NAILS, TIES, AND PLASTICFROM ROOTBALL. IF SYNTHETIC BURLAP IS UTILIZED TOWRAP THE ROOTBALL, IT SHALL BE COMPLETELYREMOVED. ONLY BIODEGRADEABLE BURLAP SHALL BELEFT ON THE BOTTOM OF THE ROOTBALL.2x ROOTBALL DIAMETER3x ROOTBALL DIAMETER6"TREE WRAP TRUNK PROTECTION,REMOVE AFTER INSTALLATION3"2Deciduous Tree PlantingScale: NTS4" MIN.
DEPTH
BACKFILL WITH SOIL PLANTINGMIX. SEE SPECIFICATIONS FORADDITIONAL INFORMATION.WATER RETENTIONBASINMULCH LAYERCOMMERCIALFERTILIZER TABLETS1Shrub PlantingScale: NTSCR / JDThe drawings, designs, ideas, arrangements and plans indicated or represented are the sole property of Layton Davis Architects and are subject to the copyright of Layton Davis Architects or its assigns. They were created, evolved and developed for use on, and in conjunction with the specified project. Any use of the drawings, designs, materials or information contained herein, including but not limited to copying or reproduction, which is not expressly authorized by Layton Davis Architects, is strictly prohibited as an infringement of its copyright and may result in liability
01.04.2021PROGRESSSETPRINTED DATECHRONOLOGYPROJECT NODWN BY/ CHK BYTITLE24X36 SHEET #3243 E VILLAGE DR
MERIDIAN, ID 83646
AJ Village at Meridian
20.036BUILDING SHELL
File Location:g:\2020\120123\cad\120123 cd l100 landscape plan.dwgLast Plotted By:chad rietzeDate Plotted:Monday, January 4 2021 at 08:57 AM
CONSTRUCTION SETLANDSCAPE DETAILSL1.50Sean Conner01/04/2021Sean Conner
IVIVIVEIVIVIVIVIVIVTETTTIVIVIVIVIVIVIVEMTRWVWVWMTRSET1TENTANT SPACE 1 5MECH.4Room6FIRE RISER 3Room2Room SDSDCOSDIVIVIVEIVIVIVIVIVIVTETTTIVIVIVIVIVIVIVEMTRWVWVWMTRSET1TENTANT SPACE 1 5MECH.4Room6FIRE RISER 3Room2Room SDSDCOSD34"1"1"1"34"1"1"1"112"1"114"112"1"1"1"CBEGINENDBEGINEND1"34"114"124567891011B2034"2"34"B19B2734"34"34"34"34"34"34"34"34"34"34"34"34"34"34"34"34"34"34"34"34"34"1111233.155.1674417.281"27.281"49.891"57.411"65.751"70.301"80.431"92.281"107.141"114.771"B2024.7112"B194.451"B27-1"82"2"1"2"1"39.641"31"1"1"34"333334"2"34"1"34"114"1"34"114"34"1"114"112"114"A.SYSTEM DESIGN BASED ON THE ASSUMPTION OF THE AVAILABILITY OF 50 G.P.M.AND 60 P.S.I. AT THE HEADS.B.CONTRACTOR TO VERIFY LOCATION OF ALL UTILITIES PRIOR TO INITIATION OF ANYDEMOLITION OR CONSTRUCTION OPERATIONS. ANY DAMAGE TO EXISTINGUTILITIES SHALL BE CONTRACTOR'S RESPONSIBILITY.C.COORDINATE ALL IRRIGATION INSTALLATION OPERATIONS WITH CIVIL,MECHANICAL, AND ELECTRICAL ENGINEERING SHEETS.D.CONTRACTOR TO COORDINATE INSTALLATION OF IRRIGATION CONDUIT ANDSLEEVES UNDER HARD SURFACES WITH RESPECTIVE CONTRACTORS.E.ALL SLEEVES TO BE INSTALLED AS PART OF IRRIGATION CONTRACT.APPROXIMATE LOCATION OF SLEEVES ARE SHOWN ON THE IRRIGATION PLAN.FIELD VERIFY LOCATION. ALL ENDS OF SLEEVES TO BE TAPED OR CAPPED ANDMARKED WITH A 2"X 4" PAINTED STAKE EXTENDING TO 24" ABOVE GRADE.STAKES ARE NOT TO BE REMOVED UNTIL THE IRRIGATION SYSTEM IS COMPLETE.ALL SLEEVES SHALL EXTEND A MINIMUM OF 18" BEYOND BACK OF CURB OR EDGEOF PAVEMENT. PROVIDE COMPACTED BACKFILL.F.CONTRACTOR TO OBTAIN AND PAY FOR ALL PERMITS AND FEES REQUIRED FORTHIS WORK.G.IRRIGATION CONTROLLER(S) ARE TO BE LOCATED AS SHOWN ON PLAN.CONTROLLERS SHALL BE WIRED TO POWER SUPPLY BY A LICENSED ELECTRICIANPER LOCAL CODES. IRRIGATION CONTRACTOR TO PROVIDE ALL REQUIREDCONNECTIONS TO 24 VOLT IRRIGATION CONTROL WIRE INSIDE THE BUILDINGSTHROUGH APPROPRIATE SIZED CONDUIT.H.IRRIGATED AREAS CONTAINING VEGETATION WHICH POTENTIALLY MAY IMPEDEPERFORMANCE OF A POP-UP SPRINKLER AND/OR ROTOR HEADS ARE TO BEREPLACED WITH A 12" HIGH POP-UP HEADS.I.ALL ELECTRICAL WORK TO MEET OR EXCEED N.E.C., STATE CODES, LOCAL CODES,AND MANUFACTURER'S RECOMMENDATIONS.J.CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL ROCK AND DEBRIS BROUGHTTO THE SURFACE AS A RESULT OF TRENCHING OPERATIONS.K.CONTRACTOR SHALL REFER TO SPECIFICATIONS AND DETAIL DRAWINGS FORADDITIONAL REQUIREMENTS.L.ALL 24 VOLT POWER WIRES SHALL BE #14 AWG COPPER. ALL ABOVE GROUND120 VOLT AND 24 VOLT WIRE SHALL BE IN PVC CONDUIT. ALL 24 VOLT WIRESSHALL BE TAPED TOGETHER AT TEN FOOT (10'-0") INTERVALS.M.INSTALLATION SHALL COMPLY WITH ALL NATIONAL, STATE, AND LOCAL LAWSAND ORDINANCES.N.IRRIGATION CONTRACTOR SHALL PROVIDE AN AS-BUILT IRRIGATION PLAN UPONCOMPLETION OF INSTALLATION AND PRIOR TO FINAL PAYMENT.O.THE ENTIRE SYSTEM SHALL BE GUARANTEED TO BE COMPLETE AND PERFECT INEVERY DETAIL FOR A PERIOD OF ONE YEAR FROM THE DATE OF ITS ACCEPTANCE;REPAIR OR REPLACEMENT OF ANY DEFECTS OCCURRING WITHIN THAT YEARSHALL BE FREE OF EXPENSE TO THE OWNER.P.AS PART OF THIS CONTRACT, PERFORM AT NO EXTRA COST WINTERIZATION ANDSPRING START UP OF THE SYSTEM DURING THE GUARANTEE PERIOD.Q.ALL MATERIALS SHALL BE NEW AND WITHOUT FLAWS OR DEFECTS OF THEQUALITY AND PERFORMANCE SPECIFIED, AND SHALL MEET THE REQUIREMENTSOF THIS SYSTEM. USE MATERIALS AS SPECIFIED, NO SUBSTITUTIONS SHALL BEPERMITTED WITHOUT PRIOR WRITTEN PERMISSION OF THE OWNER.R.IRRIGATION CONTRACTOR SHALL MAKE NECESSARY MINOR FIELD ADJUSTMENTSTO SPRINKLER NOZZLES, SPRINKLERS, PIPE, AND OTHER IRRIGATION EQUIPMENTLOCATIONS TO FIT THE AS-BUILT SITE. ADJUST HEAD AND PIPE LOCATIONS ASREQUIRED TO AVOID DAMAGING EXISTING TREE ROOTS. ADJUSTMENTS SHALLENSURE HEAD TO HEAD COVERAGE.S.IRRIGATION PIPING LAYOUT IS SCHEMATIC. WHERE LINES ARE SHOWN BELOWPAVEMENT ADJACENT TO LANDSCAPE AREAS, THEY ARE TO BE LOCATED IN THELANDSCAPE AREA UNLESS SHOWN WITH A SLEEVE SYMBOL.S.A.IRRIGATION MAINLINE SHALL BE SLEEVED UNDER ALL HARDSCAPE.SLEEVING MAY NOT BE SHOWN FOR MAINLINE FOR GRAPHICAL PURPOSES.T.LOCATION OF EXISTING EQUIPMENT ARE SCHEMATIC IN NATURE. FIELD VERIFYALL BASE AND EXISTING IRRIGATION ELEMENTS AND CONDITIONS PRIOR TOCONSTRUCTION AND PROVIDE NECESSARY ADJUSTMENTS.V.IN THE EVENT OF A DISCREPANCY, IMMEDIATELY NOTIFY THE LANDSCAPEARCHITECT.Z.CONTRACTOR SHALL SCHEDULE A MEETING WITH LANDSCAPE ARCHITECT ANDOWNERS REPRESENTATIVE PRIOR TO INSTALLATION OF IRRIGATION CONTROLSYSTEM TO DETERMINE PROCEDURES OF INSTALLATION OF IRRIGATION CONTROLSYSTEM.AE.PIPE VELOCITIES SHALL NOT EXCEED 5 FT/SEC.AF.AREAS WHERE FULL CIRCLE HEADS ARE REQUIRED, NON-REVERSING CIRCLEHEADS SHALL BE INSTALLED. PARTIAL CIRCLE HEADS WITH REVERSINGDIRECTION ARE PROHIBITED FOR USE OF 360° ROTATION.Irrigation Notes:Keynotes:1.FIELD LOCATE EXISTING 2-IN PRESSURE IRRIGATION MAIN LINE AT THISAPPROXIMATE LOCATION. CONNECT NEW MAIN LINE PER PLANS.2.INSTALL IRRIGATION CONTROLLER IN A STRONG BOX STAINLESS STEEL ENCLOSUREIN THIS APPROXIMATE LOCATION. REFERENCE DETAIL 11/L2.50. IRRIGATIONCONTRACTOR SHALL PROVIDE ALL REQUIRED ELECTRICAL CONNECTIONS REQUIREDFOR A FULLY OPERATIONAL SYSTEM. CONTRACTOR SHALL CONNECT ALL LOWVOLTAGE AND 120 VOLT POWER WIRES. ALL ABOVE GRADE WIRES SHALL BELOCATED IN RIGID STEEL CONDUIT. INSTALL (2) BLUE 14 GAUGE WIRES FROM THECONTROLLER TO THE LAST VALVE FROM EACH CONTROLLER FOR FUTURE USE.3.FIELD LOCATE EXISTING VALVE "B18." CONNECT LATERAL DOWNSTREAM OF VALVETO NEW LANDSCAPE AND SITE.3.1.CONNECT NEW LATERAL TO EXISTING LATERAL AND IRRIGATION PRESERVED.4.FIELD LOCATE EXISTING VALVE "B19" AND SLEEVE. CONNECT LATERALDOWNSTREAM OF VALVE TO NEW LANDSCAPE AND SITE.5.FIELD LOCATE EXISTING VALVE "B27." CONNECT LATERAL DOWNSTREAM OF VALVETO NEW LANDSCAPE AND SITE.5.1.CONNECT NEW LATERAL TO EXISTING LATERAL AND IRRIGATION PRESERVED.6.CONNECT NEW LATERAL TO EXISTING IRRIGATION PRESERVED ON VALVE "B16."7.CONNECT NEW LATERAL TO EXISTING IRRIGATION PRESERVED ON VALVE "B17."8.IRRIGATION SHOWN IN HARDSCAPE FOR GRAPHICAL PURPOSES ONLY. INSTALL INLANDSCAPE AREA.CALLOUT NUMBERS COORDINATEDTO NUMBERED NOTES BELOW.Irrigation Execution:SYMBOLMANUFACTURER/MODEL/DESCRIPTIONPSIDETAILRAIN BIRD 1804-SAM-PRS 5 SERIES MPRTURF SPRAY 4.0" POP-UP SPRINKLER WITH CO-MOLDED WIPER SEAL. 1/2"NPT FEMALE THREADED INLET. WITH SEAL-A-MATIC CHECK VALVE.PRESSURE REGULATING.305/L2.50RAIN BIRD 1804-SAM-PRS 8 SERIES MPRTURF SPRAY 4.0" POP-UP SPRINKLER WITH CO-MOLDED WIPER SEAL. 1/2"NPT FEMALE THREADED INLET. WITH SEAL-A-MATIC CHECK VALVE.PRESSURE REGULATING.305/L2.50RAIN BIRD 1804-SAM-PRS 10 SERIES MPRTURF SPRAY 4.0" POP-UP SPRINKLER WITH CO-MOLDED WIPER SEAL. 1/2"NPT FEMALE THREADED INLET. WITH SEAL-A-MATIC CHECK VALVE.PRESSURE REGULATING.305/L2.50RAIN BIRD 1804-SAM-PRS 12 SERIES MPRTURF SPRAY 4.0" POP-UP SPRINKLER WITH CO-MOLDED WIPER SEAL. 1/2"NPT FEMALE THREADED INLET. WITH SEAL-A-MATIC CHECK VALVE.PRESSURE REGULATING.305/L2.50RAIN BIRD 1804-SAM-PRS 15 SERIES MPRTURF SPRAY 4.0" POP-UP SPRINKLER WITH CO-MOLDED WIPER SEAL. 1/2"NPT FEMALE THREADED INLET. WITH SEAL-A-MATIC CHECK VALVE.PRESSURE REGULATING.305/L2.50SYMBOLMANUFACTURER/MODEL/DESCRIPTIONDETAILRAIN BIRD XCZLF-100-PRFLOW FLOW, 0.2-10GPM, WITH 1" LOW FLOW VALVE VALVE AND 1"PRESSURE REGULATING RBY FILTER AND 40PSI PRESSURE REGULATOR.7/L2.50AREA TO RECEIVE DRIPLINENETAFIM TLCV-06-18TECHLINE PRESSURE COMPENSATING LANDSCAPE DRIPLINE WITH CHECKVALVE. 0.6 GPH EMITTERS AT 18" O.C. DRIPLINE LATERALS SPACED AT18" APART, WITH EMITTERS OFFSET FOR TRIANGULAR PATTERN. 17MM.8/L2.50SYMBOLMANUFACTURER/MODEL/DESCRIPTIONDETAILRAIN BIRD PESB1", 1-1/2", 2" PLASTIC INDUSTRIAL VALVES. LOW FLOW OPERATINGCAPABILITY, GLOBE CONFIGURATION. WITH SCRUBBER TECHNOLOGY FORRELIABLE PERFORMANCE IN DIRTY WATER IRRIGATION APPLICATIONS.6/L2.50SHUT OFF VALVE4/L2.50DRAIN VALVE3/L2.50RAIN BIRD ESP4ME3 WITH (2) ESP-SM3 (1) ESP-SM616 STATION, HYBRID MODULAR OUTDOOR CONTROLLER. FOR RESIDENTIALOR LIGHT COMMERCIAL USE. LNK WIFI MODULE AND FLOW SENSORREADY.11/L2.50EXISTING 2-IN PRESSURE IRRIGATION MAIN LINEIRRIGATION LATERAL LINE: PVC SCHEDULE 40PVC SCH. 40 PIPE SHALL BE USED WITH SOLVENT WELD SCH. 40 FITTINGSFROM 1/2" - 2-1/2" PIPE SIZES. ALL PIPE 3" AND ABOVE SHALL BE CLASS200 WITH DUCTILE JOINT RESTRAIN FITTINGS BY LEEMCO.1/L2.50IRRIGATION MAINLINE: PVC SCHEDULE 40PVC SCH. 40 PIPE SHALL BE USED WITH SOLVENT WELD SCH. 40 FITTINGSFROM 1/2" - 2-1/2" PIPE SIZES. ALL PIPE 3" AND ABOVE SHALL BE CLASS200 WITH DUCTILE JOINT RESTRAIN FITTINGS BY LEEMCO.1/L2.50PIPE SLEEVE: PVC CLASS 200 SDR 21PIPE SLEEVE SHALL BE TWICE THE SIZE OF DESIGNED PIPE DIAMETER FORMAINLINE AND 4" FOR LATERAL LINES. INSTALL ADDITIONAL 2" SLEEVE ATALL MAINLINE SLEEVES FOR CONTROL WIRES OR WHERE CONTROL WIRELEAVES MAINLINE ROUTE.2/L2.50QTQFHTQTQFHTCValve NumberValve SizeValve FlowValve Callout###"IRRIGATION SCHEDULE#EXISTING 2-IN MAIN LINECONTRACTOR TO FIELD VERIFY LOCATION.EXISTING SLEEVECONTRACTOR TO FIELD VERIFY LOCATION.A.REMOTE CONTROL VALVES:A.A.INSTALLED (1) REMOTE CONTROL VALVE PER VALVE BOX. ENSURE THATADEQUATE SPACE IS PROVIDED AROUND ENTIRE VALVE FOR EASE OFMAINTENANCE. ROUND VALVE BOXES ARE NOT PERMITTED.A.B.VALVE BOXES SHALL BE GREEN OR BLACK WITH GREEN LIDS.B.IRRIGATION CONTROL WIRE:B.A.ALL WIRE SPLICES SHALL BE INSTALLED WITH A WATERPROOF WIRECONNECTERS AND DBY/R CAP OR BLAZING NUT WIRE SPLICE CONNECTOR.B.B.ALL WIRE SPLICES SHALL BE LOCATED IN VALVE BOXES AND INDICATED ONAS-BUILT DRAWINGS. PROVIDE AS A MINIMUM, 36" OF EXTRA WIRE AT ALLWIRE SPLICES AND REMOTE CONTROL VALVE CONNECTIONS.B.C.CONTROL WIRE SHALL BE INSTALLED WITH PROPOSED MAINLINE. IF CONTROLWIRE LEAVES PIPING TRENCH, WIRE SHALL BE INSTALLED AT A MINIMUMDEPTH OF 12".C.PIPING (USE THE FOLLOW):C.A.2-1/2" AND SMALLER | SDR 21 SCH. 40 PVC, SOLVENT-CEMENT JOINTS:C.B.3" AND LARGER | SDR 26 CLASS 200 RUBBER GASKETED PVC WITH DUCTILEIRON JOINT RESTRAINT SYSTEM, LEEMCO OR APPROVED EQUAL.C.C.TRENCHES SHALL BE PHOTO DOCUMENTED AND SUBMITTED ARCHITECTPRIOR TO BACKFILLING.C.D.BACKFILL TRENCHES CONSISTING OF SAND, FINE GRAVEL OR SELECT EARTHFREE OF LARGE LUMPS OR ROCKS LARGER THAN 34" SHALL BE USED IN ANDAROUND INSTALLED PIPE.Irrigation Execution:Drip Irrigation Notes:A.ALL PLANTER BEDS ARE TO BE IRRIGATED W/ DRIP IRRIGATION AS INDICATED ONPLANS. THE CONTRACTOR IS RESPONSIBLE TO INSTALL THE DRIP SYSTEM AS PERMANUFACTURERS RECOMMENDATIONS AND THE FOLLOWING REQUIREMENTS:A.A.EACH DRIP ZONE SHALL RECEIVE A DRIP ZONE CONTROL KIT WITH PRESSUREREGULATION AND 120 MESH (MIN.) STAINLESS STEEL FILTRATION SCREEN.A.B.ALL TUBING IS TO BE STAKED DOWN WITH 6" SOIL STAPLES AT 24" INTERVALS(MIN.) ALL FITTINGS SHALL RECEIVE (2) STAPES IN OPPOSING DIRECTIONS.B.IF WEED BARRIER FABRIC IS USED IN LANDSCAPE BEDS, DRIP IRRIGATION SHALL BEINSTALLED UNDERNEATH FABRIC AND STAPLED AS INDICATED ABOVE.C.ALL LATERAL LINES FROM VALVES TO HEADERS ARE TO BE BURIED AT DEPTHINDICATED IN TRENCH SECTION DETAIL. SIZE AS NECESSARY.D.AFTER INSTALLATION OF THE IRRIGATION SYSTEM THE CONTRACTOR ISRESPONSIBLE TO PROVIDE THE OWNER WITH AS-BUILT DRAWINGS ANDINSTRUCTIONS FOR MAINTENANCE OF THE DRIP SYSTEM.Horizontal Scale: 020'40'1" = 20'Irrigation PlanCR / JD ADA PARKING 3.09.21The drawings, designs, ideas, arrangements and plans indicated or represented are the sole property of Layton Davis Architects and are subject to the copyright of Layton Davis Architects or its assigns. They were created, evolved and developed for use on, and in conjunction with the specified project. Any use of the drawings, designs, materials or information contained herein, including but not limited to copying or reproduction, which is not expressly authorized by Layton Davis Architects, is strictly prohibited as an infringement of its copyright and may result in liability
03.23.2021PRINTED DATECHRONOLOGYPROJECT NODWN BY/ CHK BYTITLE24X36 SHEET #3243 E VILLAGE DR
MERIDIAN, ID 83646
AJ Village at Meridian
20.036BUILDING SHELL PLANNING COMMENTS 3.23.21File Location:g:\2020\120123\cad\120123 cd l200 irrigation plan.dwgLast Plotted By:james leoDate Plotted:Tuesday, March 23 2021 at 05:10 PM
CONSTRUCTION SETIRRIGATION PLANL2.00Sean Conner03/24/2021Sean Conner
CR / JDThe drawings, designs, ideas, arrangements and plans indicated or represented are the sole property of Layton Davis Architects and are subject to the copyright of Layton Davis Architects or its assigns. They were created, evolved and developed for use on, and in conjunction with the specified project. Any use of the drawings, designs, materials or information contained herein, including but not limited to copying or reproduction, which is not expressly authorized by Layton Davis Architects, is strictly prohibited as an infringement of its copyright and may result in liability
01.04.2021PROGRESSSETPRINTED DATECHRONOLOGYPROJECT NODWN BY/ CHK BYTITLE24X36 SHEET #3243 E VILLAGE DR
MERIDIAN, ID 83646
AJ Village at Meridian
20.036BUILDING SHELL
File Location:g:\2020\120123\cad\120123 cd l200 irrigation plan.dwgLast Plotted By:chad rietzeDate Plotted:Monday, January 4 2021 at 08:57 AM
CONSTRUCTION SETIRRIGATION DETAILSL2.50TRENCH SECTIONNTSSCALE:LOCATOR TAPE - 6" DEPTH(PLACED ABOVE MAINLINE ONLY)LATERAL - 12" DEPTHMAINLINE - 18" DEPTHTAPE AND BUNDLE CONTROLWIRE AT 10'-0" O.C. INTERVALS,PLACE TO SIDE OF MAINLINEFINISH GRADE AT TOP OF TRENCH SHALL MATCHSURROUNDING FINISH GRADEFINISH GRADESAND OR ROCK FREE SOILAROUND ALL PIPE18"6"6"6"1MIN. 24" COVERMIN. 18"EXTENSIONPVC LATERAL ORMAINLINEPVC SLEEVE TWICE THE SIZEOF IRRIGATION LATERAL ORMAINLINEPAINTED 2" x 4" STAKEEXTENDED 24" ABOVE GRADESLEEVING SECTIONNTSSCALE:CONTROL WIRE SLEEVE. WIRE SHALLNOT BE RAN IN SAME SLEEVE ASIRRIGATION PIPING.2DRAIN VALVENTSSCALE:FINISH GRADE10" ROUND VALVE BOX(3) PAVING BRICK6" DIA. ADS LENGTHAS REQUIREDLEEMCO SS GATEVALVE WITH CROSSTOP (LGT11SS304X)(2) 4" LONG PVCSCH. 80 NIPPLESCH. 40 ELL TTDRAIN ROCK - 1 C.F.MIN.GEOTEXTILE FABRIC,TOP AND ALL SIDES.12" LONG PVC SCH.80 NIPPLESCH. 40 PVC TEE(SST)3"
1
L2.503
ISOLATION VALVENTSSCALE:10" ROUND VALVE BOXPAVING BRICK (1 OF 3)6" ADS LENGTH AS REQUIREDLEEMCO SS GATE VALVE WITH CROSS TOP(LGT11SS304X). SIZE THE SAME AS THEMAINLINE IN WHICH IT IS INSTALLED.PVC MAINLINEBRASS UNION1
L2.5042" MAX.BACK OF WALKOR CURB90° ELBOW SPIRALBARB FITTINGSPVC LATERAL LINEFINISH GRADEINSTALL 1/4" ABOVE GRADEPOP-UP SPRAY HEADLINEAR LOW DENSITY POLYETHYLENESWING PIPE (24" LONG MAX.)SCH. 40 TEE (SST) OR ELBOW (ST)SPRAY HEAD SPRINKLERNTSSCALE:MARLEX STREET ELBOW1L2.505REMOTE CONTROL VALVENTSSCALE:FILTER FABRIC BARRIER ON SIDESAND BOTTOM OF VALVE BOX.6" DEPTH PEA GRAVEL SUMPBRICK PAVERS (1 OF 4)SCH. 80 NIPPLE. LENGTH ASREQUIRED (TYP.). PVC SCH. 40 ELBOW (TT) TOSCH. 80 NIPPLE.REMOTE CONTROL VALVEPER PLANSNOTE:1.ALL PVC FITTINGS SHALL BE SCH. 40 UNLESS OTHERWISE NOTED.2.REFER TO TRENCH SECTION FOR MAINLINE AND LATERAL DEPTHS.3.CENTER REMOTE CONTROL VALVE ASSEMBLY IN VALVE BOX. ONLY ONE VALVE SHALL BE INSTALLED PER BOX. A MINIMUMOF 3" CLEARANCE SHALL BE PROVIDED ON ALL SIDES OF REMOTE CONTROL VALVE.4.INSTALL SCH. 80 REDUCER IMMEDIATELY DOWN STREAM OF REMOTE CONTROL VALVE AND NIPPLE TO ACHIEVESPECIFIED LATERAL SIZE ON PLANS.3M DBY-R SPLICE KIT WITHTWIST-ON CONNECTORS, ORAPPROVED EQUAL.SOLVENT WELD BELLEND PVC PIPE TO SCH.80 NIPPLE, CUTTHREADS OFF GLUEDEND.3" MIN.3" MIN.5" MAX.CONTROL WIRE. TAPE TO MAINLINEIN 10' INTERVALS.HEAVY DUTY VALVE BOX,20" x 13" MIN.FINISH GRADE SCH. 80 PVC UNION WITH SCH. 80NIPPLE, LENGTH AS REQUIRED. SCH. 80 PVC UNION WITHSCH. 80 NIPPLE BOTHSIDES, LENGTH ASREQUIRED.62
1 FINISH GRADEFILTER FABRIC BARRIER ON SIDESAND BOTTOM OF VALVE BOX.6" DEPTH PEA GRAVEL SUMPBRICK PAVERS (1 OF 4)SCH. 80 NIPPLE. LENGTH ASREQUIRED (TYP.).SCH. 40 PVC EL. (TT). CONNECTWITH SCH. 80 NIPPLES (BOTH SIDES).LENGTH AS REQUIRED.DRIP ZONE VALVE KIT PER PLANSCHRISTY VALVE ID TAG.NOTES:1.ALL PVC FITTINGS SHALL BE SCH. 40 UNLESS OTHERWISE NOTED.2.VALVE ID TAGS SHALL MATCH VALVE NUMBER ASSIGNED TO VALVE ON PLANS, UNLESS APPROVED BY ARCHITECT. TAGSSHALL HAVE DIGITAL LETTERING/NUMBERING ONLY.3.REFER TO TRENCH SECTION FOR MAINLINE AND LATERAL DEPTHS.4.CENTER DRIP ZONE KIT ASSEMBLY IN VALVE BOX. ONLY ONE VALVE SHALL BE INSTALLED PER BOX. A MINIMUM OF 3"CLEARANCE SHALL BE PROVIDED ON ALL SIDES OF ANGLE VALVE AND DRIP ZONE KIT ASSEMBLY.5.INSTALL SCH. 80 REDUCER IMMEDIATELY DOWN STREAM OF REMOTE CONTROL VALVE AND NIPPLE TO ACHIEVESPECIFIED LATERAL SIZE ON PLANS.6.ALL DRIP ZONES SHALL HAVE A FILTER WITH STAINLESS STEEL SCREEN AT A 120 MESH (MIN.).3M DBY-R SPLICE KITWITH TWIST-ONCONNECTORS, ORAPPROVED EQUAL.SOLVENT WELD BELLEND PVC PIPE TO SCH.80 NIPPLE, CUTTHREADS OFF GLUEDEND.CONTROL WIRES. TAPE TO MAINLINEIN 10' INTERVALS.HEAVY DUTY VALVEBOX, 20" x 13" (MIN.).INCREASE AS NEEDEDTO PROVIDECLEARANCES STATEDIN NOTES.DRIPLINE REMOTE CONTROL VALVENTSSCALE:3" MIN.5" MAX.3" MIN.SCH. 80 UNION WITHSCH. 80 NIPPLESDOWNSTREAM.SCH. 80 UNION WITH SCH. 80NIPPLES BOTH SIDES.7DRIP REMOTE CONTROL VALVEDRIPLINE LAYOUTNTSSCALE:PVC SUPPLY HEADERROW SPACING PER PLANPERIMETER LATERALS4" FROM EDGEPVC SUPPLY HEADER2" MIN.,
6" MAXFINISH GRADE (TOP SOIL)PLAN VIEWSECTIONNOTE:1.DRIP IRRIGATION SHALL BE PLACED UNDERWEED BARRIER AND MULCH.FINISH GRADE (MULCH)STAPLE ALL TEES,ELLS, AND 2" O.C.WIDTH PER PLAN9L2.5010L2.508FINISH GRADE (MULCH)FINISH GRADE (TOPSOIL)17 MM ELBOWDRIPLINE17MM FEEDER TUBING,LENGTH AS REQUIRED34" MALE ADAPTERPVC TEE (SST)PVC LATERAL - REFERTO TRENCH DETAIL FORDEPTH.DRIPLINE LATERAL CONNECTIONNTSSCALE:94" MIN./6" MAX.FINISH GRADENETAFIM LINE FLUSHVALVE (TLSOV)10" ROUND VALVE BOX(3) BRICK SUPPORTSGRAVEL SUMP (1 CUBIC FOOT)DRIP TUBING PER PLANDRIP FLUSH VALVENTSSCALE:10IRRIGATION CONTROLLER - STRONG BOX PEDESTALNTSSCALE:6" MIN. THICK CONCRETE PAD.EXTEND 12" BEYOND END OFPEDESTAL, MIN.STRONG BOX SB-16SS STAINLESSSTEEL PEDESTAL ENCLOSURE.INSTALL PER MFG INSTRUCTION.6" MIN. DEPTH COMPACTEDSUB-GRADE(2) SCH. 40 CONDUIT WITH 12" PIPESWEEPPOWER SUPPLY SCH. 40CONDUIT WITH 12" PIPE SWEEPNOTES:1.IRRIGATION CONTRACTOR SHALL GROUND PEDESTAL, CONTROLLER AND WIREPATH AS SPECIFIED PER MANUFACTURES RECOMMENDATIONS.11Sean Conner01/04/2021Sean Conner