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Civil Site PlansPRESSURE IRRIGATION LINEWATER LINESANITARY SEWER MANHOLEEXISTING FIRE HYDRANTEXISTING SANITARY SEWEREXISTING WATER LINEPERF. STORM DRAIN IRRIGATION REDUCED PRESSUREFIRE HYDRANTSD COMBOBOX, CB & COSSSSSS(ss) (ss) (ss) IRIREXISTING MAJOR CONTOURPVC SDR 35 SANITARY SEWERWATER VALVE, TEE & BEND(w)(w)(w)EXISTING IRRIGATION LINEWWW(ir) (ir) PROPOSED STORM DRAINEXISTING MINOR CONTOUR(oh)(oh)(oh)EXISTING OVERHEAD UTILITYLEGENDSD SD SD SAND & GREASE TRAPCLEANOUTCOPROPOSED POWERTELUGEPROPOSED DATA/TELGASPROPOSED GASCSRPZPIWRPZIRRIGATION POINT OF CONNECTION (POC)PROPOSED WATER METER,BACKFLOW PREVENTION ASSEMLY (RPBP)CURB STOP, REDUCED PRESSUREBACKFLOW PREVENTION ASSEMBLY(RPBP)EXISTING CURB & GUTTERPROPOSED CURB & GUTTERI-84W. OVERLAND RDS. WOODSAGE AVES. LINDER RD S. MERIDIAN RD I-84EXIT 44VICTORYMIDDLESCHOOLS. STODDARD RD EXISTING BUILDINGPROPOSED SIDEWALKPROPOSED LANDSCAPINGPROPOSED SUBSURFACEINFILTRATION ROCKPATTERN LEGENDPROPOSED ASPHALTPROPOSED PLANTERPROPOSED BUILDINGFIRE TURN AROUNDPRECISION STORAGECITY OF MERIDIANVICINITY MAPNTS51 789520I-8493I-84I-86I-15I-15 I-153034 269320337526 2026287521 9355I-845295 95 95 121395 95 I-9095 95PROJECTLOCATION BOUNDARYBONNERKOOTENAISHOSHONEBENEWAHLATAHCLEARWATERNEZ PERCELEWISIDAHOADAMSWASHINGTONVALLEYLEMHICUSTERCLARKFREMONTBOISEGEMPAYETTEBLAINECAMASELMOREADACANYONOWYHEEBUTTELINCOLNGOODINGJEROMETWIN FALLSCASSIAMINIDOKAPOWERONEIDABANNOCKCARIBOUFRANKLINBEAR LAKEBINGHAMBONNEVILLEJEFFERSONMADISONTETONSTATE MAPSHEET INDEXC-1COVER SHEET & LEGENDC-2HORIZONTAL CONTROL SITE PLANC-3COMPOSITE SITE IMPROVEMENTS & UTILITY PLANC-4GRADING PLANC-4.1DRAINAGE & STORM WATER MANAGEMENT PLANC-5EROSION CONTROL PLANSITE STATISTICS:OWNEREPIC DEVELOPMENT917 S. ALLIANTE PL.BOISE, ID 83709(208) 724-6239CONTACT: JARRON LANGSTONCIVIL/SITE ENGINEEREDM PARTNERSPO BOX 6925BOISE, ID 83707(208) 891-9968CONTACT: TED BURKE, PELANDSCAPE ARCHITECTSTACK ROCK GROUP404 S. 8TH ST., SUITE 154BOISE, ID 83702(208) 716-4787CONTACT:(LS) KATE SHROSBREEARCHITECTADP ARCHITECTS1891 N. WILDWOOD ST.BOISE, ID 83713(208) 353-0734CONTACT:(A) GLENN WALKER, AIA, NCARB1345 S. OVERLAND ROAD, MERIDIAN, IDAHO 83642INSTRUMENT #2019038023PARCEL # S1224223270SUBDIVISION 3N, 1W 24 CITY OF MERIDIAN, IDAHODEVELOPER:NOTES:PROJECT:DRAWN BY:SHEET NUMBER:REVIEWED BY:DATE:SCALE: 0REVISIONS:No.DATEREMARKSD:\EDM Partners Dropbox\Projects\Precision Storage\Drawings\C-1 Cover.dwg 2815 E 3300 S, Salt Lake City, UT 84109(801) 305-4670 wvvw.edmpartners.com1" = 20'10204060Precision Storage1345 S. Overland Dr.Cover Sheet & LegendERBERBNovember 20, 2020C-1 1.All sanitary sewer improvements shall conformwith the standards and specifications of theCity of Meridian.2.All culinary water improvements shall conformwith the standards and specifications of theCity of Meridian.3.All improvements in the public right of wayshall conform with the standards andspecifications of the Ada County HighwayDistrict (ACHD) and the Idaho Standards ForPublic Works Construction-ACHD Supplement(ISPWC-ACHD), .4.All private improvements shall conform to IdahoStandards For Public Works Construction(ISPWC) standards and specifications.5.Contractor to field locate and verify thehorizontal and vertical location of all utilitiesprior to beginning work.TOTAL SITE GSF:184,244 SF4.23 AC*EXISTING BUILDING:3,185 GROSS SQ FOOT*BUILDING:30,000 GROSS SQ FOOTHEIGHT RESTRICTIONS:35'-0" MAX HEIGHTEXISTING ZONING:ZONED R-8PROPOSED ZONING:ZONED C-GSETBACKS & EASEMENTS:FRONT0' PROPERTY LINE SETBACKSIDE10/5' PROPERTY LINE SETBACKREAR0' PROPERTY LINE SETBACKBUFFERFRONT25' ARTERIAL LANDSCAPESIDE20/10' LANDSCAPE TO RES.REAR20/10' LANDSCAPE TO RES. CO8'' ss8'' ss8'' ss8'' ss8'' ss8'' ss8'' ss12'' w12'' w12'' w12'' w12'' w12'' w12'' w12'' w12'' w12'' wsstsdsdsdsdsdsdsdsdsdsdbtelbtelbtelbtelbtelbtelbtelsdsdsdbtelbtelbtelS89°33'34"E 255.06'S00°34'17"E 167.30'S01°48'54"E 147.24'S01°58'59"E 178.09'S02°25'10"E 396.57'N66°01'50"W 134.39'N65°22'50"W 88.17'N00°00'00"E 454.47'N90°00'00"W 82.84'N00°15'00"E 344.81'OVERLAND DRIVE 102' ACHD R/WIR IR(ir) (ir) (ir) (ir) (ir) (ir) SD SD CSRPZPIWRPZW PROPOSEDSTORAGEFACILITY(30,000 SQ.FT ±)EXISTINGSTORAGEFACILITY(3,185 SQ.FT ±)3 STALLS20.00'68.54'44.90'67.64'263.82'185.45' 78.60'17.99'235.71'351.15'178.22'142.09'247.09'5.17'85.31'5.00'2.08'29.67'6.49'BM #2N: 41760.29'E: 25424.58'BM #1N: 41935.47'E: 25600.55'BLDG #11BLDG #2225.00'25.00'24.17'25.00'24.17'40.61'78.41'120.01'245.00'25.00'50.56'49.63'26.54'13.66'25.00'R20.00'17.16'350.81'25.00'R15.00'24.68'24.17'R20.83'4.17'4.17'R10.83'1.91'R7.17'41.62'41.41'R5.17'21.66'R1.17'R1.17'2.12'21.66'10.00'R14.17'7.38'R14.17'4.81'13.42'41.97'R14.25'R1.25'18.00'9.08'R1.25'R28.00'20.00'26.00'120.00'R5.17'7.00'13.83'9.00'9.00'9.00'2 STALLS+ 2 ADASTALLS24.17'R11.17'7.88'23.94'R11.17'16.22'R49.17'36.23'R50.00'28.23'R20.87'5.90'13.68'91.00'30.00'PROPOSED BUILDING CORNERSPOINT #NORTHINGEASTINGDESCDEVELOPER:NOTES:PROJECT:DRAWN BY:SHEET NUMBER:REVIEWED BY:DATE:SCALE: 0REVISIONS:No.DATEREMARKSD:\EDM Partners Dropbox\Projects\Precision Storage\Drawings\C-2 HC Site Plan.dwg 2815 E 3300 S, Salt Lake City, UT 84109(801) 305-4670 wvvw.edmpartners.com1" = 40'204080120Precision Storage1345 W. Overland Dr.Horizontal ControlSite PlanERBERBNovember 20, 2020C-2 1.All sanitary sewer improvements shall conformwith the standards and specifications of theCity of Meridian.2.All culinary water improvements shall conformwith the standards and specifications of theCity of Meridian.3.All improvements in the public right of wayshall conform with the standards andspecifications of the Ada County HighwayDistrict (ACHD) and the Idaho Standards ForPublic Works Construction - ACHD Supplement(ISPWC-ACHD), .4.All private improvements shall conform to IdahoStandards For Public Works Construction(ISPWC) standards and specifications.5.Contractor to field locate and verify thehorizontal and vertical location of all utilitiesprior to beginning work.1345 W. OVERLAND ROAD, MERIDIAN, IDAHO 83642PRECISION STORAGEINSTRUMENT #2019038023BMBM#1ELEV: 2607.45'N:41935.47'E:25600.55'FOUND 1-2WCAP 7323BM#2ELEV: 2624.01N:41760.29'E:25424.58'FOUND 5-8WCAP LS7314SURVEY CONTROLPARCEL #S1224223270, SUBDIVISION 3N 1W 24, CITY OF MERIDIAN, IDAHOBMBM (ss) (ss) (ss) (ss) (ss) (ss) (ss) (ss) (ss) (ss) (w)(w)(w)(w)(w)(w)(w)(w)(w)(w)(w)COWM8'' ss8'' ss8'' ss8'' ss8'' ss8'' ss8'' ss12'' w12'' w12'' w12'' w12'' w12'' w12'' w12'' w12'' w12'' wsstsdsdsdsdsdsdsdsdsdsdbtelbtelbtelbtelbtelbtelbtelsdsdsdbtelbtelbtelXXXXXXXXXXXX X X X XXXXXX X X X X X X XXXXXXXXXXXXXS89°33'34"E 255.06'S00°34'17"E 167.30'S01°48'54"E 147.24'S01°58'59"E 178.09'S02°25'10"E 396.57'N66°01'50"W 134.39'N65°22'50"W 88.17'N00°00'00"E 454.47'N90°00'00"W 82.84'N00°15'00"E 344.81'OVERLAND DRIVE 102' ACHD R/WWWWIR IR(ir) (ir) (ir) (ir) (ir) (gas)(gas)(gas)(gas)(oh)(oh)(oh)ctv(oh)(ir) SD SD CSRPZPIWRPZW PROPOSEDSTORAGEFACILITY(30,000 SQ.FT ±)EXISTINGSTORAGEFACILITY(3,185 SQ.FT ±)3 STALLSBM #2N: 41760.29'E: 25424.58'BM #1N: 41935.47'E: 25600.55'EXISTING GRAVITYIRRIGATION HEADGATEEXISTING CONCRETEGRAVITY IRRIGATIONDITCH(PROTECT IN PLACE)111111244234447773344433437143777777777722221011121313131313131313131114141414141414141414141414151515151515151515151618181818191919191919191918181819181919191952323133343586 LF36303030383951EX SSMHRIM:2605.41EX.INV(8"):2598.66INV (4"):2600.00545550505051RIM: 2605.415012458813134991462153161764413373891 LF70717172727351RIM: 2604.9351RIM: 2614.3756INSTALL STORM DRAINSEE GRADING & DRAINAGE SHEETINSTALL STORM DROP INLETSEE GRADING AND DRAINAGE SHEETINSTALL SAND & GREASE TRAP (SGT)ISPWC SD-624SEE GRADING & DRAINAGE SHEETINSTALL 4' CONCRETE WATERWAYSEE DETAILINSTALL 4' CONCRETEWATERWAYSEE DETAIL7750' x 10' x 1.0'BIORETENTION SWALEw/GRAVEL LAYERSEE SHEET C-4.140' x 10' x 1.0'BIORETENTION SWALEw/GRAVEL LAYERSEE SHEET C-4.1105' x 12' x 1.45'BIORETENTION SWALESEE SHEET C-4.1CONSTRUCTION KEYNOTESINSTALL ASPHALT PAVEMENT. SEE TYPICAL PAVEMENT SECTIONS,THIS SHEET.SAWCUT EXISTING ASPHALT, REPAIR PER ISPWC SD-303 TYPE-'P'(ACHD SUPPLEMENT)EXISTING ASPHALT/EDGE OF ASPHALTREMOVE EXISTING ASPHALTPROPOSED FIRE TURN AROUNDINSTALL CONCRETE DUMPSTER PAD. SEE DETAILS. SEE LANDSCAPEPLAN FOR TRASH ENCLOSURE DETAILSINSTALL 10" VERTICAL EXTRUDED CURB (NO GUTTER), SEE DETAILINSTALL SIDEWALK, PER ISPWC SD-709. ALL SCORING/JOINTPATTERNS PER ISPWC SD-714/714A. WIDTH PER PLAN.VAN ACCESSIBLE HANDICAP STALL, PER ADA SECT. 502, SEE DETAILSINSTALL HANDICAP PARKING SIGN - VAN ACCESSIBLE R7-8AHANDICAP ACCESS AISLE, PER ADA SECT. 502., SEE DETAILS4 IN WIDE WHITE PAINT STRIPINGLANDSCAPED AREA, SEE LANDSCAPE PLANLANDSCAPED PLANTING ZONE, SEE LANDSCAPE PLAN6' CLOSED VISION FENCE AT PERIMETER OF PROPERTY. SEEARCHITECTURAL PLANSTORMWATER INFILTRATION SWALE AREA. SEE GRADING & STORMWATER PLANSTORM WATER INFILTRATION TRENCH. SEE GRADING &STORMWATER PLANEXISTING FENCE TO REMAINREMOVE EXISTING FENCECONSTRUCT ADA PEDESTRIAN RAMP, PER ISPWC SD-712A & SD-712INSTALL CONCRETE PAD & BIKE RACKS. SEEARCHITECTURAL/LANDSCAPE PLAN FOR DETAILINSTALL THICKENED EDGE WALK. SEE DETAIL, GRADING SHEET12345678910111213141516171819202122WATER KEYNOTESEXISTING 6" WATER LINERELOCATE EXISTING METERRELOCATE EXISTING HYDRANT. INSTALL, (1) 45° & (1) 22.5° 6"FITTING W/TB, 16 LF 6" C900 PVC.INSTALL HYDRANT ASSEMBLY PER MERIDIAN SD-W7 & W-8INSTALL FIRE HYDRANT ASSEMBLY, PER ISPWC SD-404, MERIDIANSD-W7 & W-9CONNECT 1.5" C90 PE1 DOMESETIC WATER SERVICE TO EXISTING6" WATER MAIN, PER MERIDIAN SD-W1INSTALL 1.5" C901 PE DOMESTIC WATER SERVICE LINE, PERMERIDIAN SPECIFICATIONS & ISPWC SD-4021.5" DOMESETIC WATER METER, PER MERIDIAN SD-W1, SD-W-2,SD-W5CONNECT 2" FIRE WATER SERVICE TO EXISTING 6" MAINW/SERVICE SADDLE PER ISPWC SD-402. INSTALL CURB STOP &RPBP2" PE C901 FIRE SERVICE LINE, PER ISPWC SD-402DOMESTIC & FIRE WATER SERVICE TO TERMINATE 5' FROMBUILDING. CONTRACTOR TO COORDINATE WITHPLUMBING/MECHANICAL PLANS FOR CONNECTION.30313233343536373839SEWER KEYNOTESEXISTING 8" SANITARY SEWER MAINEXISTING SANITARY SEWER MANHOLE. ADJUST RIM TO EXISTINGGRADE, AS REQUIREDCONNECT 4" SAN. SEWER SERVICE TO EXISTING SEWER MANHOLE.CORE DRILL & INSTALL ELASTOMERIC BOOT w/NONSHRINK GROUTINSTALL 4" PVC ASTM 3034D SDR 35 PVC SANITARY SERVICE @ 2.0%,PER ISPWC SD-511 "A"INSTALL 4" CLEANOUT PER ISPWC SD-506ATERMINATE LATERAL WITHIN 5' OF BUILDING. SEEPLUMBING/MECHANICAL PLANS FOR CONNECTION DETAILS.EXISTING SANITARY SEWER CLEANOUT. ADJUST RIM TO FINISH GRADE.EXISTING SEWER EXTENSION FROM THIS POINT IS UNKNOWN.CONTRACTOR TO PROTECT IN PLACE OR REPLACE IN THE CASE OFDEMOLITION50515253545556MISCELLANEOUS UTILITY KEYNOTESINSTALL 1.5" x 1.0" TEE & 1.0" CURB STOP & RPBP FOR PRESSUREIRRIGATION POINT OF CONNECTION (POC)PROTECT EXISTING GRAVITY IRRIGATION STRUCTURERELOCATE ELECTRICAL TRANSFORMER. COORDINATE WITH ELECTRICALENGINEER & UTILITY PROVIDERRELOCATE GAS, POWER, CATV LINES. COORDINATE ROUTING &INSTALLATION w/UTILITY PROVIDERS707172732.0% MAX. SLOPESLOPER1.00'0.33'WIDTH VARIES(2) #4 REBARSPACED EVENLY0.50'0.50'0.33'1.50'0.33'PAVEMENTSECTIONPER DETAILTHICKENED EDGE WALK DETAILNOT TO SCALE"TOA"TOP OF ASPHALTELEVATION"TOC"TOP OF CONCRETE0.50'NOTES:1.ELEVATION DIFFERENCE BETWEEN "TOC" & "TOA"TO BE 0.5'DEVELOPER:NOTES:PROJECT:DRAWN BY:SHEET NUMBER:REVIEWED BY:DATE:SCALE: 0REVISIONS:No.DATEREMARKSD:\EDM Partners Dropbox\Projects\Precision Storage\Drawings\C-3 Comp Imprvmnt & Util Plan.dwg 2815 E 3300 S, Salt Lake City, UT 84109(801) 305-4670 wvvw.edmpartners.com1" = 40'204080120Precision Storage1345 W. Overland Dr.Composite Site Improvements& Utility PlanERBERBNovember 20, 2020C-3 1.All sanitary sewer improvements shall conformwith the standards and specifications of theCity of Meridian.2.All culinary water improvements shall conformwith the standards and specifications of theCity of Meridian.3.All improvements in the public right of wayshall conform with the standards andspecifications of the Ada County HighwayDistrict (ACHD) and the Idaho Standards ForPublic Works Construction -ACHD Supplement(ISPWC-ACHD).4.All private improvements shall conform to IdahoStandards For Public Works Construction(ISPWC) standards and specifications.5.Contractor to field locate and verify thehorizontal and vertical location of all utilitiesprior to beginning work.- A QUALIFIED GEOTECHNICAL ENGINEER OR ENGINEERING TECHNICIAN IS REQUIRED TO VERIFYSUBGRADE COMPETENCY AT THE TIME OF CONSTRUCTION.MATERIAL SPECIFICATIONS:ASPHALTIC CONCRETE:ASPHALT MIX SHALL MEET THE REQUIREMENTS OF ISPWC, SECTION 810 CLASS IIIPLANT MIX. MATERIALS SHALL BE PLACED IN ACCORDANCE WITH ISPWCSTANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION.AGGREGATE BASE:MATERIAL COMPLYING WITH ISPWC STANDARDS FOR CRUSHED AGGREGATEMATERIALS.STRUCTURAL SUBBASE: GRANULAR STRUCTURAL FILL MATERIAL COMPLYING WITH THE REQUIREMENTSDETAILED IN THE STRUCTURAL FILL SECTION OF THIS REPORT EXCEPT THAT THEMAXIMUM MATERIAL DIAMETER IS NO MORE THAN 23 THE COMPONENT THICKNESS.GRADATION AND SUITABILITY REQUIREMENTS SHALL BE PER ISPWC SECTION 801,TABLE 1.- IN ACCORDANCE WITH THE GEOTECHNICAL REPORT (B200981G, 7/6/2020) PREPARED BY MTI,THE PROJECT GEOTECH.10" EXTRUDED CURB DETAILBMBMGENERAL 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 (andany addendums), Meridian Design Standards, the requirements of theAda County Highway District (ACHD), and/or the requirements of theIdaho Transportation Department (ITD). The more stringent of any ofthese standards 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 is resolved.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 shall attend apre-construction conference prior to start of work.5.Contractors shall notify the appropriate agency when materials are onsite 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 the specificationrequirements 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 electrical contractorshall obtain an Electrical Permit from the Building Division of theMeridian Public Works Department. Any deviation in street lightlocations from the approved plans must be approved in writing fromthe City Engineer.SEWER NOTES: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 watermain and 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 theWastewater Rules (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-potablewater main 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 pipesleeve wherever the service line crosses a storm water treatmentfacility (i.e., seepage beds, drainage swales).PRESSURE IRRIGATION NOTES: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 irrigationsystem. The device must be approved by the Idaho Department ofEnvironmental Quality (DEQ) and the City of Meridian WaterDepartment.DRAINAGE NOTES:1.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.WATER NOTES:1.Construction of the water system shall conform to the standards in the "IdahoRules for Public Drinking Water Systems (IDAPA 58.01.08)" as well as thestandards and specifications referred to in General Construction Note No. 1.2.The horizontal separation of potable water mains and non-potable water mains(sanitary sewer, storm drain, And irrigation) shall be a minimum of ten (10) feet.Where it is necessary for a potable water main and Non-potable water main tocross with less than eighteen (18) inches of vertical separation, the crossing shallbe constructed in accordance with Section 542.07 of the Idaho Rules for PublicDrinking Water 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 water services orpotable water mains shall be a minimum of six (6) feet. Where it is necessary for apotable water main and non-potable water main to cross with less than eighteen(18) inches of vertical separation, the crossing shall be constructed in accordancewith Section 542.07 of the Idaho Rules for Public Drinking Water Systems (IDAPA58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA 58.01.16).4.Place water service lines in a two (2) inch diameter pipe sleeve wherever theservice line crosses a storm water treatment facility (i.e. seepage beds, drainageswales).5.The Contractor shall be responsible for providing continuous water service to allexisting water users affected by construction. If water service must beinterrupted, the contractor shall coordinate with the Public Works Inspector.PAVEMENT SECTION TABLEDUMPSTER PADAPSHALTIC CONCRETEDRIVEWAYS/PARKINGLIGHT DUTYSEE GEOTECHREPORTN/A10.0"N/A2.5"DRIVEWAYS/PARKINGHEAVY DUTY14.0"3.0"8.0"4.0"4.0"CRUSHED AGGREGATE BASESTRUCTURAL SUBBASECOMPACTED SUBGRADESEE GEOTECHREPORTSEE GEOTECHREPORTCONCRETEN/AN/A6.0"MAP PATTERN WMS89°33'34"E 255.06'S00°34'17"E 167.30'S01°48'54"E 147.24'S01°58'59"E 178.09'S02°25'10"E 396.57'N66°01'50"W 134.39'N65°22'50"W 88.17'N00°00'00"E 454.47'N90°00'00"W 82.84'N00°15'00"E 344.81'IRIR(ir) (ir) (ir) (ir) (ir) (ir) (ir) (ir) SD SD CSRPZPIWRPZW BLDG #11BLDG #2226102615262026062 6 0 72608260926112612261326142616261726182619 2605261026102610 2615 26062607260826082608 260926092609 261126112611 2612 2613 2614 2616261726182619 2606 26062607 2607(2610)(2615)(26 1 5 )(2615)(2606)(2607)(2608)(2609)(2611)(261 2 ) (261 3 )(2614)(261 4 )(2614)(2616)(2617)(2618)(2618)(2618)(2619)(2619)(2619)(2610) (2 6 0 6 ) (2607) (2 6 0 8 ) (26 0 9 ) (2610) (26 0 6 ) (260 7 ) (2608) (2609)(2610)( 2 6 1 5 )(2606)(2607)(2608)(2609)(2611) (2612) (2613) (2614) (2616)(2617)(2618)(2619)3.2%3 . 4 %3.8%3.1%2.6%3.3%2.2%0.9%3.0%2.7%0.8%1.0%1.2%1.3%3.4%3.6%1.5%2. 5 % 3.4% 2 . 3 % 2.4 % 1.2%0.7%TOA:7.37RIM A:6.83FL:7.17FL:7.56TOA:13.62TOA:15.63TOA:18.76TOA:19.44TOA:19.84TOA:19.07FG:19.63TOA-ADA:19.81TOA:19.79TOA/EOC:18.40TOA/EOC:18.28TOA:7.39TOA:7.63TOA:7.63TOA:7.51TOA:7.36TOA:5.94 TOA:4.64TOA:4.41TOA:5.34TOA:7.38TOA:6.05TOA:5.86TOA:7.19TOA:7.24TOA:7.46TOA:7.15FG:6.34FG:7.37FG:7.02FG:7.02TOA:7.51TOA:7.63TOA:7.63TOA:7.63FL:7.06TOA:7.23FL:12.48TOA:18.12FL:16.66TOA:7.04EX SSMH RIM:14.37TOA-ADA:19.26TOA-ADA:19.35TOA-ADA:19.43TOA-ADA:19.50TOA-ADA:19.81TOA:18.202.9%2.9%2.9%1.6%ADJUST RIM TO:13.09EX SSCORIM:14.39ADJUST RIM TO:12.83EX SSMH RIM:5.40ADJUST RIM TO:7.05EX SSMH RIM:5.01ADJUST RIM TO:5.19CURB CUT FL4.55CURB CUT FL4.70TBC-EX:5.39TBC-EX:5.29CURB CUT FL6.35TOA:7.47TOA:6.97RIM B:6.98TOA:12.75TOA:18.41TOA:18.77TOA:19.60TOA/EOC:19.44TOA/BLDG:19.79TOA/BLDG:19.69TOA/EOC:19.37TOA:18.75TOA:18.50TOA:17.89TOA/EOC:19.50TOC:19.56TOC:18.84TOC:18.78TOC:18.91TOA:20.34TOA:19.582610261526202606260726082609261126122 6 1 3 26 1 42616261726182619 TOA/EOC:7.66TOA/EOC:7.27GR A D E BR E A K GRADEBREAKGRADEBREAKGRADEBREAK91' x 30' x 6.0'INFILTRATION BASINSEE SHEET C-4.1CONCRETE WATERWAYSEE DETAIL, SHEET C-3SD DROP INLETSEE DETAIL, SHEET C-4.1SD SAND & GREASE TRAP(SGT)SEE DETAIL, SHEET C-4.1RIM:11.9950' x 10' x 1.0'BIORETENTION SWALESEE SHEET C-4.140' x 10' x 1.0'BIORETENTION SWALESEE SHEET C-4.1105' x 12' x 1.45'BIORETENTION SWALESEE SHEET C-4.12.2%2.0% MAX. SLOPESLOPER1.00'0.33'WIDTH VARIES(2) #4 REBARSPACED EVENLY0.50'0.50'0.33'1.50'0.33'PAVEMENTSECTIONPER DETAILTHICKENED EDGE WALK DETAILNOT TO SCALE"TOA"TOP OF ASPHALTELEVATION"TOC"TOP OF CONCRETE0.50'NOTES:1.ELEVATION DIFFERENCE BETWEEN "TOC" & "TOA"TO BE 0.5'DEVELOPER:NOTES:PROJECT:DRAWN BY:SHEET NUMBER:REVIEWED BY:DATE:SCALE: 0REVISIONS:No.DATEREMARKSD:\EDM Partners Dropbox\Projects\Precision Storage\Drawings\C-4 Grading Plan.dwg 2815 E 3300 S, Salt Lake City, UT 84109(801) 305-4670 wvvw.edmpartners.com1" = 30'15306090Precision Storage1345 W. Overland Dr.Grading PlanERBERBNovember 20, 2020C-4.0 1.All sanitary sewer improvements shall conformwith the standards and specifications of theCity of Meridian.2.All culinary water improvements shall conformwith the standards and specifications of theCity of Meridian.3.All improvements in the public right of wayshall conform with the standards andspecifications of the Ada County HighwayDistrict (ACHD) and the Idaho Standards ForPublic Works Construction - ACHD Supplement(ISPWC-ACHD).4.All private improvements shall conform to IdahoStandards For Public Works Construction(ISPWC) standards and specifications.5.Contractor to field locate and verify thehorizontal and vertical location of all utilitiesprior to beginning work.1345 W. OVERLAND ROAD, MERIDIAN, IDAHO 83642PRECISION STORAGEINSTRUMENT #2019038023PARCEL #S1224223270, SUBDIVISION 3N 1W 24, CITY OF MERIDIAN, IDAHOSPOT ELEVATION LEGENDEGEXISTING GRADEFGFINISH GRADEFFEFINISH FLOOR ELEVATIONEOWEDGE OF WALKEOCEDGE OF CONCRETETOCTOP OF CONCRETE(SEE DETAIL, THIS SHEET)TBCTOP BACK OF CURBTOATOP OF ASPHALT(SEE DETAIL, THIS SHEET)FLFLOWLINEHP-*,LP-*HIGH/LOW POINT*-BLDGGRADE AT EXISTING BLDG*-BLGRADE BREAK LINE*-EXTIE TO EXISTING FEATURE*-EGTIE TO EXISTING GRADE COWM8'' ss8'' ss8'' ss8'' ss8'' ss8'' ss8'' ss12'' w12'' w12'' w12'' w12'' w12'' w12'' w12'' wsstsdsdsdsdsdsdsdsdsdbtelbtelbtelbtelbtelsdsdsdbtelbtelbtelOVERLAND DRIVE 102' ACHD R/WIR IR(ir) (ir) (ir) (ir) (ir) (ir) SD SD CSRPZPIWRPZW26102615262026062 6 0 72608260926112612261326142616261726182619 2605261026102610 2615 26062607260826082608 260926092609 261126112611 2612261326142616261726182619 2606 26062607 2607(2610)(2615)(26 1 5 )(2615)(2606)(2607)(2608)(2609)(2611)(261 2 ) (261 3 )(2614)(261 4 )(2614)(2616)(2617)(2618)(2618)(2618)(2619)(2619)(2619)(2610) (2 6 0 6 ) (2607) (2 6 0 8 ) (26 0 9 ) (2610) (26 0 6 ) (260 7 ) (2608) (2609)(2610)(2615)(2606)(2607)(2608)(2609)(2611) (2612) (2613) (2614)(2616)(2617)(2618)(2619)PROPOSED BUILDINGFINISH FLOOR ELEVATIONFFE:2607.63EX.BUILDING FINISHFLOOR ELEVATIONFFE:~2619.7526102615262026062607260826092611261226 1 3 26142616261726182619 SD DROP INLETSEE DETAIL, SHEET C-4.1CONSTRUCT 380 LF4' CONCRETE WATERWAYSEE DETAILSDDI-1(APWA 332)RIM:2611.99INV(15"):2608.00INSTALL SAND & GREASE TRAP SGT-1ISPWC-ACHD SD-624RIM(A):2606.83RIM(B):2606.98INV(IN-W):2604.00INV(IN-N):2605.15INV(OUT-N/S):2603.65SEE DETAIL40' x 10' x 1.0'BIORETENTION SWALESEE SHEET C-4.1INSTALL 171 LF 15" PVC ASTM D3034 SDR 35STORM PIPE @ 3.0%INSTALL 52 LF 15" PVCASTM D3034 SDR 35STORM PIPE @ 0.0%INV:2603.50DRAINAGE AREA 3CONSTRUCT 50' x 10' x 1.0'BIORETENTION SWALEW/GRAVEL STORAGE LAYERSEE TABLEDRAINAGE AREA 3CONSTRUCT 40' x 10' x 1.0'BIORETENTION SWALEW/GRAVEL STORAGE LAYERSEE TABLEDRAINAGE AREA 2CONSTRUCT 105' x 12' x 1.45'BIORETENTION SWALESEE TABLECONSTRUCT 59 LF4' CONCRETE WATERWAYSEE DETAILCONSTRUCT 66 LF4' CONCRETE WATERWAYSEE DETAILINSTALL 114 LF8" PVC ASTM D3034 SDR 35ROOF DRAIN HEADERSEE ARCHITECTURAL PLANS FORCONNECTION TO BUILDING DOWNSPOUTSINV:2605.88INSTALL 3 LF10" PVC ASTM D3034 SDR 35ROOF DRAIN HEADERINSTALL 30 LF10" PVC ASTM D3034 SDR 35ROOF DRAIN HEADERINV:2605.16INV:2605.31INV:2606.56INSTALL 250 LF8" PVC ASTM D3034 SDR 35ROOF DRAIN HEADER8'' ss8'' sssIRIR(ir) SD SDDRAINAGE AREA "DA-1"0.72 ACC=0.72DRAINAGE AREA "DA-2"0.56 AC / C=0.61DRAINAGE AREA "DA-3"0.62 ACC=0.64DA-1 INFILTRATION BASINDA-3 BIOFILTRATION SWALEDA-2BIOFILTRATION SWALEDEVELOPER:NOTES:PROJECT:DRAWN BY:SHEET NUMBER:REVIEWED BY:DATE:SCALE: 0REVISIONS:No.DATEREMARKSD:\EDM Partners Dropbox\Projects\Precision Storage\Drawings\C-4 Grading Plan.dwg 2815 E 3300 S, Salt Lake City, UT 84109(801) 305-4670 wvvw.edmpartners.com1" = 40'204080120Precision Storage1345 W. Overland Dr.Drainage & Storm Water Management PlanERBERBNovember 20, 2020C-4.1 1.All sanitary sewer improvements shall conformwith the standards and specifications of theCity of Meridian.2.All culinary water improvements shall conformwith the standards and specifications of theCity of Meridian.3.All improvements in the public right of wayshall conform with the standards andspecifications of the Ada County HighwayDistrict (ACHD) and the Idaho Standards ForPublic Works Construction - ACHD Supplement(ISPWC-ACHD).4.All private improvements shall conform to IdahoStandards For Public Works Construction(ISPWC) standards and specifications.5.Contractor to field locate and verify thehorizontal and vertical location of all utilitiesprior to beginning work.DRAINAGE BASIN MAP24" DIA. TRAFFIC RATED FRAME ANDSTANDARD MANHOLE COVER, PROVIDECONCRETE COLLAR IF NOT LOCATED WITHINSIDEWALK.STORMDRAINPROVIDE WATER-TIGHT SEALSSEEPLANS**INV. OUT = DWEIR = C2TS6"0.2'BAFFLE = C19"MIN18" SOLIDWALL PVCASTM F679PIPE24" DIA. TRAFFIC RATED FRAME AND OPENGRATE, PROVIDE CONCRETE COLLAR IF NOTLOCATED WITHIN SIDEWALK.SAND/GREASE TRAPOLD CASTLE PRECASTAPPROVED EQUALWITH BAFFLES)TO INFILTRATION BASINFROM STORM COLLECTION SYSTEM24" DIA. TRAFFIC RATED FRAME ANDSTANDARD MANHOLE COVER, PROVIDECONCRETE COLLAR IF NOT LOCATED WITHINSIDEWALK.STORMDRAINPROVIDE WATER-TIGHT SEALSSEEPLANS**PROVIDE GRADE RINGS AS NECESSARY (12"MAX.). SET FLUSH WITH FINISH GRADE.INV. OUT = DWEIR = C2INV. IN = BTS6"0.2'BAFFLE = C19"MIN18" SOLIDWALL PVCASTM F679PIPES&G TRAP &TRENCHS&GTRAPSIZERIM AINV IN BWEIR C2BAFFLE C1INV OUT DBAFFLESPACING TSSGT-115002606.832606.982603.802603.302603.6520"(FG)6"MIN. TOTOP OFSYSTEMSLOPE = 0.0%DRAIN ROCK MAYBE OVER PIPE1'-0"MIN.FOOT PLATEDRAINAGE CONTRACTOR SHALL INSTALL 2" SCH 80 WATER CLASS PIPECONDUITS THROUGH STORMWATER RETENTION SYSTEM FORWATER SERVICES, UNDERGROUND POWER LINES, GAS LINES ANDTELEPHONE LINES. SEWER SERVICES SHALL BE PLACEDIN 6" DIA. SCH 80 PIPE THROUGH STORMWATER RETENTION SYSTEM. THEPRECISE LOCATION, DEPTH AND SIZE SHALL BE DETERMINEDAT THE PRECONSTRUCTION CONFERENCE OR BY THE ENGINEER.IF GROUNDWATER IS ENCOUNTERED THEN THE CONTRACTOR SHALLNOTIFY THE ENGINEER AS SOON AS POSSIBLE FORREDESIGN OF STORMWATER RETENTION SYSTEM TO PROVIDE 5' MIN.CLEARANCE BETWEEN GROUNDWATER AND THE BOTTOM OF THESTORMWATER RETENTION SYSTEM. UNTIMELY NOTIFICATION OF THEENGINEER MAY RESULT IN ADDITIONAL COSTS TO THE CONTRACTOR.ALL MONITORING WELLS TO HAVE CONCRETE APRON POURED AROUNDCAP.ALL WASHED STONE IN INFILTRATION TRENCH TO BE 2" GRANITE ORAPPROVED EQUAL. LIMESTONE BASED GRAVEL WILLNOT BE ACCEPTED.*SYSTEM STORAGE SIZING FACTORS IN SOIL INFILTRATION RATETOP OF SYSTEM (T)TOP OF PIPE (TP)BOTTOM45°'45°'45°'45°'180°'1.CONTRACTOR SHALL NOTIFY ENGINEER PRIOR TO CONSTRUCTION ANDSHALL VERIFY AL MATERIALS LOCATION AND SIZE.2.MINIMUM SEPARATION FROM BOTTOM OF ANY INFILTRATION FACILITY TOSEASONAL HIGH GROUND WATER OR BED ROCK SHALL BE A MINIMUMOF 3' CONTRACTOR TO NOTIFY THE DESIGN ENGINEER IMMEDIATELY IFGROUND WATER IS ENCOUNTERED WITHIN 3' OF THE BOTTOM OF ANYINFILTRATION FACILITY.NOTES:38" PERFORATIONS IN VALLEYS OFCORRUGATED PIPE 5 EACH.(W) VARIES SEE PLAN(D) SEE TABLESAND LAYER TO(18" MIN.)ASTM C-33 SANDVARIES 1.5' MIN.18" PRE-MANUFACTUREDPERFORATED PVC ASTMF679 PIPE OR APPROVEDEQUAL. PERFORATIONS ONTOP (1/2 OF PIPE ONLY).AASHTO M288 CLASS II NON-WOVENGEOTEXTILE ON TOP AND SIDES ONLY2" WASHED ANGULARDRAIN ROCKDRAINAGEAREAFINISH GRADE(FG)TOPSYSTEM(T)TOP PIPE(TP)LENGTH(L)WIDTH(W)DEPTH(D)BOTTOMSYSTEM (B)BOTTOMSAND (BS)TOTALRUNOFFVOLUME (FT3)(100YR)SOIL CLASS(USCS)INF RATE (INHR)REQ'D STORAGEVOLUME* (FT3)(100YR)SYSTEMVOLUMEPROVIDED(FT3)1206.832605.332605.1591.0030.006.002599.332597.837623GP8.0064976552(T)(B)(BS)BOTTOM OFSAND18" PRE-MANUFACTURED PERFORATEDPVC ASTM F679 PIPE OR APPROVED EQUAL.PERFORATIONS ON TOP (1/2 OF PIPE ONLY).18" SOLID WALL PVC ASTM F679 PIPEEXTENDED 5' INTO DRAIN ROCK2" WASHEDDRAINROCKSUBSURFACE INFILTRATION BASIN DETAILNOT TO SCALESAND/GREASE TRAPOLD CASTLE PRECASTAPPROVED EQUALWITH BAFFLES)TO INFILTRATION BASINGROUND WATER OBSERVATION WELL WITHMETAL CAP AND LOCK, PER ISPWC SD-627TWDRWR1500 GAL SAND & GREASE TRAP DETAILNOT TO SCALEBWDDRAINAGEAREALENGTH(L)TOPWIDTH(TW)BOTT.WIDTH(BW)DEPTH(D)SURFACESTORAGEVOL.(FT³)GRAVELLAYERWIDTH(WR)GRAVELLAYERDEPTH(DR)GRAVELLAYERSTORAGEVOL.(FT³)TOTALRUNOFFVOLUME (FT3)(100YR)SOIL CLASS(USCS)INF RATE(IN HR)REQ'D STORAGEVOLUME* (FT3)(100YR)SYSTEMVOLUMEPROVIDED(FT3)2105.0012.002.001.4511880.000.000.001177GP8.0011771188350+4010.002.001.005405.004.60832.001369GP8.0013691372NOTES:1.BIOINFILTRATION SWALE TO COMPLY WITH ACHDSTORMWATER DESIGN GUIDELINES BMP 30.2.MINIMUM SEPARATION FROM BOTTOM OF ANYINFILTRATION FACILITY TO SEASONAL HIGHGROUND WATER OR BED ROCK SHALL BE AMINIMUM OF 3' CONTRACTOR TO NOTIFY THEDESIGN ENGINEER IMMEDIATELY IF GROUND WATERIS ENCOUNTERED WITHIN 3' OF THE BOTTOM OFANY INFILTRATION FACILITY.BIOINFILTRATION SWALE DETAILNOT TO SCALE WMS89°33'34"E 255.06'S00°34'17"E 167.30'S01°48'54"E 147.24'S01°58'59"E 178.09'S02°25'10"E 396.57'N66°01'50"W 134.39'N65°22'50"W 88.17'N00°00'00"E 454.47'N90°00'00"W 82.84'N00°15'00"E 344.81'IRIR(ir) (ir) (ir) (ir) (ir) (ir) (ir) (ir) SD SD CSRPZPIWRPZW BLDG #11BLDG #2226102615262026062 6 0 72608260926112612261326142616261726182619 2605261026102610 2615 26062607260826082608 260926092609 261126112611 2612 2613 2614 2616261726182619 2606 26062607 2607(2610)(2615)(26 1 5 )(2615)(2606)(2607)(2608)(2609)(2611)(261 2 ) (261 3 )(2614)(261 4 )(2614)(2616)(2617)(2618)(2618)(2618)(2619)(2619)(2619)(2610) (2 6 0 6 ) (2607) (2 6 0 8 ) (26 0 9 ) (2610) (26 0 6 ) (260 7 ) (2608) (2609)(2610)( 2 6 1 5 )(2606)(2607)(2608)(2609)(2611) (2612) (2613) (2614) (2616)(2617)(2618)(2619)2610261526202606260726082609261126122 6 1 3 26 1 42616261726182619 GR A D E BR E A K GRADEBREAKGRADEBREAKGRADEBREAKDEVELOPER:NOTES:PROJECT:DRAWN BY:SHEET NUMBER:REVIEWED BY:DATE:SCALE: 0REVISIONS:No.DATEREMARKSD:\EDM Partners Dropbox\Projects\Precision Storage\Drawings\C-5 EC Plan.dwg 2815 E 3300 S, Salt Lake City, UT 84109(801) 305-4670 wvvw.edmpartners.com1" = 30'15306090Precision Storage1345 W. Overland Dr.Erosion Control PlanERBERBNovember 20, 2020C-5.0 1.All sanitary sewer improvements shall conformwith the standards and specifications of theCity of Meridian.2.All culinary water improvements shall conformwith the standards and specifications of theCity of Meridian.3.All improvements in the public right of wayshall conform with the standards andspecifications of the Ada County HighwayDistrict (ACHD) and the Idaho Standards ForPublic Works Construction - ACHD Supplement(ISPWC-ACHD).4.All private improvements shall conform to IdahoStandards For Public Works Construction(ISPWC) standards and specifications.5.Contractor to field locate and verify thehorizontal and vertical location of all utilitiesprior to beginning work.1345 W. OVERLAND ROAD, MERIDIAN, IDAHO 83642PRECISION STORAGEINSTRUMENT #2019038023PARCEL #S1224223270, SUBDIVISION 3N 1W 24, CITY OF MERIDIAN, IDAHOSILT FENCECOIR FIBER WATTLESTABILIZED CONSTRUCTIONENTRANCELAYDOWN/STAGING AREASOIL STOCKPILECONCRETE WASHOUTPORTABLE TOILETDUMPSTEREARTH BERM BARRIERINLET PROTECTIONPROPOSED FLOW DIRECTIONXXPTDPLEGEND:XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX70'35'DPPTXXXXXXXXXXXXXXXXXX X X X X X XXXXXXXXXXXXXXX