Loading...
Site Plan 022521 APPROVED SANURSE STATION302PATIENTROOM 1(OVERFLOW)301APATIENTROOM 2(OVERFLOW)303APHONE300BPATIENT ROOM 4306APATIENT ROOM 5308APATIENT ROOM 6310APATIENT ROOM 7312APATIENT ROOM 8313APATIENT ROOM 9314APATIENT ROOM 11307APATIENT ROOM 10309ALOUNGE311APATIENTSTORAGE311CLAUNDRY311BGROUPDAYROOMSMALL415RESTROOM414COUNSEL 5413COUNSEL 4412EXERCISE411AHALLWAY409HALLWAY300MECHANICAL128CLEANLINEN125ELECTRICAL123DATA117FIRE RISER122SHAREDCOUNSELOROFFICE121CUSTODIAL315HALLWAY400COUNSEL 3405COUNSEL 2404COUNSEL 1403RESTROOM402GROUPDAYROOMSMALL401CUSTODIAL215PATIENT ROOM 22214APATIENT ROOM 21213APATIENT ROOM 20212APATIENT ROOM 19210APATIENT ROOM 18208APATIENT ROOM 17206APHONE200BPATIENTROOM 13205ANURSE STATION204PATIENT ROOM 23207AHALLWAY200PATIENT ROOM 24209ALOUNGE211APATIENTSTORAGE211CLAUNDRY211BPATIENT ROOM 14203APATIENTROOM 15(OVERFLOW)202APATIENTROOM 16(OVERFLOW)201AKITCHEN407PUBLICRESTROOM103PUBLICRESTROOM102INTAKE113EXAM114INTAKE115EXAM116RESTROOM118CUSTODIAL119RESTROOM120GENERALSTORAGE107STAFFMEETINGROOM108RESTROOM111RESTROOM112STAFF BREAK ROOM110LEADERSHIPOFFICE127LEADERSHIPOFFICE126ADMINSTORAGE109VESTIBULE100ENTRYRECEPTION101GROUP DAYROOM104GENERALSTORAGE105BATHROOM306BBATHROOM308BBATHROOM310BBATHROOM312BBATHROOM313BBATHROOM314BBATHROOM303BBATHROOM301BBATHROOM307BBATHROOM309BCLOSET411BELECTRICAL410BATHROOM201BBATHROOM202BBATHROOM203BBATHROOM205BBATHROOM206BBATHROOM208BBATHROOM210BBATHROOM212BBATHROOM213BBATHROOM214BBATHROOM207BBATHROOM209BDININGROOM406SOILEDLINEN124GROUPCOUNSEL106HALLWAY100BHALLWAY100CHALLWAY300WALK-INCOOLER408BDININGSTORAGE406BPHONE200CPHONE300CPATIENT ROOM 12305APATIENT ROOM 3304AUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTx UGTxUGTxUGTxUGTxUGTxUGTxUGTxUG T x UGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxU G T x UGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxIRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRRIRR IRRIRRIRRIRRIRRIRRIRRIRRIRRIRRUCxUCxUCxUCxUCxUCxUCxUCxUCxUCxUCxUCxUCxUCxUCxUCxUCxUCxUCxUCxUCxUCxUCxUCxUCxUCxUCxUCxUCxUCxUCxUCxUCxUCxUCxUCxUCxUCxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxEP EP EP EP EP EP EP EP VANVANEP EP EP EP EP EPVANVAN VANVANEP EP EP MWMWMTR4''W EPEP EPEP EPCOCOCOCOCOCO COCO SANCOCOMWCOMWCOCO SDSDSDCOPINE AVENUESTATE AVENUEFUTUREDEVELOPMENT -NOT A PARTFUTUREDEVELOPMENT -NOT A PARTTYP.TYP.OF 3TYP.OF 3TYP.OF 4PROPOSEDBUILDING77.1619938102510TYP.7TYP.7TYP.7TYP.711TYP.OF 311111TYP.OF 3124TYP.OF 25TYP.OF 213TYP. OF 3137 STALLSAT 63'9'7 STALLSAT 63'10 STALLSAT 90'7 STALLSAT 63'9 STALLSAT 81'25' 25'4.39'20'10'42.11'43.42'70.62'10.09'23.53'25'25'100'117.18'85.84'19'19' 19'25'28'19'19'22'10'10.14'7.5' 7.5' 6'6'6' 5'5'5'12.5'5' 5' 5'6'6'9'5'9'STALL8'9'STALL5'141151414.114.110'10'HEAVY DUTY CONCRETEFLATWORKMaterial Legend4-IN THICK, STANDARDCONCRETE FLATWORKKeynotes:1.16" HEIGHT, 14" WIDE STONE VENEER SEAT WALL. LENGTH PER PLANS. VENEER TO MATCHARCHITECTURAL.2.BIKE RACK, SEE DETAIL 1/C1.50.3.MONUMENT SIGN BY OTHERS4.16" HEIGHT, 3'-8" WIDE, 6'-8" LENGTH RAISED GARDEN BEDS. VENEER TO MATCHARCHITECTURAL.5.6' BENCH: RB-28 BY VICTOR STANLEY OR EQUAL. COLOR SELECTION BY OWNER. INSTALL PERMANUFACTURER'S SPECIFICATIONS.6.TRASH ENCLOSURE, SEE DETAIL 2/C1.50.7.4-IN WIDE WHITE PAINTED STRIPE TYP., PER ISPWC.7.1.LOADING AREA8.ACCESSIBLE PARKING STALLS AND LOADING AREA PER ADA GUIDELINES.9.PEDESTRIAN RAMP AND TRUNCATED DOMES.10.REMOVABLE BOLLARD. INSTALL PER CITY OF MERIDIAN STANDARD DRAWING W10.11.6' X 6' TREE WELL. SEE LANDSCAPE PLANS L1.00 SERIES.12.BASKETBALL STANDARD AND KEY STRIPING, TYP. MODEL: ZIP CRANK ADJUSTABLE BASKETBALLHOOP BY BISON, INC. OR EQUAL. INSTALL PER MANUFACTURER'S SPECIFICATIONS.13.CONCRETE WHEELSTOP, TYP.14.MERIDIAN PATHWAY PAVEMENT MARKINGS IN WHITE OR GREEN., PER ISPWC.14.1.4-IN WIDE PAINTED STRIPE TYP., PER ISPWC. WHITE OR GREEN, TO DELINEATE MERIDIANPATHWAY EDGE.ASPHALT PAVEMENTCALLOUT NUMBERS COORDINATEDTO NUMBERED NOTES BELOW.#LANDSCAPE AREA,SEE LANDSCAPE PLAN, L1.00SYNTHETIC TURF: AUGUSTINE347 BY SYNLAWN OR EQUAL.TEMPORARY GRAVEL EMERGENCYACCESS. 3" OF 34" MINUS ON 8" OF PITRUN, TYP.CURB & GUTTER,SEE DETAILS 7&8/C2.50Project Information:PROJECT: PROPOSED NURSING/RESIDENTIAL CARE FACILITYARCHITECT: COLE ARCHITECTSCONTACT: JENNIFER MOHR, PROJECT ARCHITECTADDRESS: 1008 W. MAIN ST. BOISE, ID 83712PHONE: 208.345.1800ENGINEER, LANDSCAPE ARCHITECT: THE LAND GROUP, INC.CONTACT: SERGIO RANGEL, CIVIL ENGINEER BOB SCHAFER, LANDSCAPE ARCHITECTADDRESS: 462 E. SHORE DR., SUITE 100 EAGLE, ID 83616PHONE: 208.939.4041A.SOURCE OF IRRIGATION TO BE FROM THE PRESSURIZED IRRIGATION SYSTEM OFTHE PINE 43 SUBDIVISION. EXACT LOCATION TO BE DETERMINED.B.ALL LANDSCAPED AREAS SHALL HAVE AN AUTOMATIC UNDERGROUNDSPRINKLER SYSTEM WHICH ENSURES COMPLETE COVERAGE AND PROPERLYZONED FOR REQUIRED WATER USES.C.THE IRRIGATION SYSTEM SHALL BE DESIGNED TO PROVIDE 100% COVERAGEWITH HEAD TO HEAD SPACING OR TRIANGULAR SPACING AS APPROPRIATE.D.EACH HYDROZONE IS TO BE IRRIGATED WITH SEPARATE INDIVIDUAL STATIONS.Automatic Underground Irrigation Notes:Project Calculations:PARKING STALLS REQUIRED: 24 STALLS (0.5 STALL PER BED)PARKING STALLS PROVIDED: 42 STALLSBICYCLE PARKING STALLS REQUIRED: 1 PER 25 PARKING STALLSBICYCLE PARKING STALLS PROVIDED: 4 (2 RACKS)PROPOSED BUILDING SIZE: +/- 27641 SQ. FT.PROPERTY/LOT SIZE: 168,345 SQ. FT. OR +/- 3.86 ACRESSETBACKS: SEE PLANEASEMENT LOCATIONS: SEE PLANSite Plan Notes:1.ALL DIMENSIONS ARE MEASURED TO FACE OF CURB UNLESS OTHERWISE SPECIFIED.NBA1008 W MAINBOISE, IDAHO 83702208.345.1800colearchitects.comCOPYRIGHT © 2021 COLE ARCHITECTS, PLLCDATEPHASESHEET NUMBERISSUESPROJECT INFORMATIONSHEET NAMEKEY PLANJOB NUMBERCONSULTANTSTAMPFEBRUARY 25, 202120-036CERTIFICATE OF ZONING COMPLIANCENORTHPOINTRECOVERY CENTER2335 E. STATE AVENUEMERIDIAN, ID 83642BIDDERS ARE INSTRUCTED TO CAREFULLY REVIEW THECONSTRUCTION DOCUMENTS AND THE SITE CONDITIONS.INFORMATION REGARDING THE COMPLETE WORK OF SPECIFICTRADES IS DISPERSED THROUGHOUT THE ENTIRE DOCUMENTSET AND CANNOT BE ACCURATELY DETERMINED BY REFERENCETO OTHER THAN COMPLETE DOCUMENT SET.Horizontal Scale: 020'40'1" = 20'Certificate of Zoning Compliance-Site PlanSite PlanC1.0002/25/2021 NBA1008 W MAINBOISE, IDAHO 83702208.345.1800colearchitects.comCOPYRIGHT © 2021 COLE ARCHITECTS, PLLCDATEPHASESHEET NUMBERISSUESPROJECT INFORMATIONSHEET NAMEKEY PLANJOB NUMBERCONSULTANTSTAMPFEBRUARY 25, 202120-036CERTIFICATE OF ZONING COMPLIANCENORTHPOINTRECOVERY CENTER2335 E. STATE AVENUEMERIDIAN, ID 83642BIDDERS ARE INSTRUCTED TO CAREFULLY REVIEW THECONSTRUCTION DOCUMENTS AND THE SITE CONDITIONS.INFORMATION REGARDING THE COMPLETE WORK OF SPECIFICTRADES IS DISPERSED THROUGHOUT THE ENTIRE DOCUMENTSET AND CANNOT BE ACCURATELY DETERMINED BY REFERENCETO OTHER THAN COMPLETE DOCUMENT SET.Site DetailsC1.50STRUCTURAL 'B' DECK FULLY WELDEDTO 2" TUBE FRAME. PAINT TWOCOATS, COLOR PER OWNER.HEAVY DUTY GATE HINGE WITHGREASE FITTINGS.TYP. OF 3, EQUAL SPACING.COMMERCIAL GRADE CANE BOLTWITH SLEEVE EMBEDDED INCONCRETE, TYP. OF 2.6" STEEL PIPE BOLLARD,TYP. OF 3. SEE DETAIL 3THIS SHEET.2" x 2" x 1/4" STEELTUBE GATE FRAME.GROUT CELLS SOLID WITH(1) #5 BAR VERTICALLY.STRUCTURAL 'B' DECK FULLYWELDED TO TUBE FRAME. PAINTTWO COATS, COLOR PER OWNER.HEAVY DUTY GATE HINGEWITH GREASE FITTINGS.TYP. OF 3, EQUAL SPACING.CULTURED STONE VENEERTO MATCH ARCHITECTURE.TYPICAL HINGE DETAILTYPICAL WALL SECTIONPRECAST CONCRETE CAPBOND BEAM WITH (1) #5 BAR(1) #5 BAR AT 4' O.C. CENTER IN WALL.GROUT SOLIDPRECAST CONCRETE CURBDOWELED TO SLAB, TYP.(1) #5 BAR HORIZONTAL.5' H GATE DOOR,TYP. OF 4.SLOPE 2%RECYCLELATCH, TYP. OF 2.24.67'23.33'2'0.67' TYP.6"11.33'11.33'0.67'TRASH2'1'2'5'EQ.EQ.12.66' 13.33'CMU BLOCK WITH CULTUREDSTONE VENEER TO MATCHARCHITECTURE.EXPANSION JOINT PER PLANS, TYP.6'(1) #5 BAR HORIZONTAL.STEM WALL: #4 BAR VERTICAL AT 16" O.C.EVERY 3RD BAR TO LAP CMU WALL VERTICALS.(2) #4 BARS HORIZONTAL AT 48"O.C., (2) BARS IN TOP COURSE.4" x 3/8" x 5' STEEL PLATEWITH #4 BARS, HOOKONE END AT 12" O.C.WELDED TO PLATE.Scale: NTSTrash Enclosure212"6" SQUARE STEEL TUBE FILLED WITHCONCRETE, PRIME AND PAINT TWOCOATS. COLOR BY ARCHITECTFINISH GRADE & MATERIALSPER PLANS12" x 42" CONCRETEENCASEMENT, TYP.3'3'6"3Steel BollardScale: NTSNOTES:1.HOOP RACK BY DERO, COLOR SELECTION BY OWNER.2.SURFACE MOUNT PER MANUFACTURER'S SPECIFICATIONS.3.DERO, INC. (888) 337.6729 OR WWW.DERO.COMScale: NTSBike Rack102/25/2021 12''SD 6''SS 6''SS6''SS6''SS6''SS6''SS6''SD6''SD6''SD6''SDWx Wx SSxWxWx Wx Wx Wx Wx Wx Wx UGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGPxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTx UGTxUGTxUGTxUGTxUGTxUGTxUGTxUG T x UGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxU G T x UGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxUGTxIRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRRIRR IRRIRRIRRIRRIRRIRRIRRIRRIRRIRRUCxUCxUCxUCxUCxUCxUCxUCxUCxUCxUCxUCxUCxUCxUCxUCxUCxUCxUCxUCxUCxUCxUCxUCxUCxUCxUCxUCxUCxUCxUCxUCxUCxUCxUCxUCxUCxUCxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxFOxEP EP EP EP EP EP EP EP VANVANEP EP EP EP EP EPVANVAN VANVANEP EP EP 8''W6''W8''WFSFSFSFSFSFS 12''SD12''SD12''SD6''SD6''SD6''SD12''SD MWMWMTR4''W EPEP EPEP EP6''SDCOCO8''WSANCOCO 8''SD8''SDMWCOMWCOCO SDSDSDCOPINE AVENUESTATE AVENUEFUTUREDEVELOPMENT -NOT A PARTFUTUREDEVELOPMENT -NOT A PARTPROPOSEDBUILDINGSEEPAGE BED #1113SEEPAGE BED #234495566888SEEPAGE BED #437199999999101011SEEPAGE BED #3399925'47-LF 8-IN C90072-LF 8-IN C90059-LF 6-IN C90036-LF 8-IN SANITARY SEWER MAIN65-LF 6-IN SANITARY SEWER SERVICE38-LF 6-IN SANITARY SEWER SERVICE52-LF 6-IN SANITARY SEWER SERVICE32-LF 6-IN SANITARY SEWER SERVICE18-LF 4-IN SANITARY SEWER SERVICE32-LF 4-IN SANITARY SEWER SERVICE64-LF 8-IN C90010-LF 6-IN C900117-LF FIRE SERVICE72-LF 4-IN C900 WATER SERVICE9-LF 4-IN C900 WATER SERVICE20-LF 4-IN C900 WATER SERVICE19-LF 4-IN SANITARY SEWER SERVICE32-LF 4-IN SANITARY SEWER SERVICE45-LF 6-IN SANITARY SEWER SERVICE83-LF 6-IN SANITARY SEWER SERVICE25-LF 6-IN SANITARY SEWER SERVICE126TYP OF 4PINE AVENUESTATE AVENUEFUTUREDEVELOPMENT -NOT A PARTFUTUREDEVELOPMENT -NOT A PART1511121431234512.39'2247241998810'10'10.01'10'10'10'10' 2 0 'PROPOSED UTILITY EASEMENTPROPOSED UTILITY EASEMENT19-LF 6-IN SANITARY SEWER SERVICE1.INSTALL 4-IN WATER SERVICE AND 4" METER PER CITY OF MERIDIAN STANDARD DRAWINGW5 .2.INSTALL FIRE HYDRANT PER CITY OF MERIDIAN STANDARD DRAWING W8.3.INSTALL 8" 90-DEGREE BEND WITH THRUST BLOCK PER ISPWC STANDARD DRAWINGSD-403.4.INSTALL 8" 45-DEGREE BEND WITH THRUST BLOCK PER ISPWC STANDARD DRAWINGSD-403 AND 8" x 6" REDUCER ON HYDRANT END OF BEND.5.INSTALL 6" GATE VALVE PER CITY OF MERIDIAN STANDARD DRAWING W11.6.INSTALL FIRE HYDRANT BOLLARDS PER CITY OF MERIDIAN STANDARD DRAWING W10.7.CONNECT TO EXISTING 8 INCH WATER STUB. INSTALL 45-DEGREE BEND WITH THRUSTBLOCK PER ISPWC STANDARD DRAWING SD-403 & REMOVE MAIN AND BLOW-OFF VAULTNORTH OF THIS POINT.Water Keynotes:1.INSTALL 4 INCH CLEAN-OUT PER ISPWC STANDARD DRAWING SD-506A.2.INSTALL 48 INCH MANHOLE PER ISPWC STANDARD DRAWING SD-501.3.REMOVE EXISTING T-TYPE CLEAN-OUT AND CONNECT TO EXISTING SEWER MAIN STUB.APPROXIMATE INVERT ELEVATION PER PLAN.4.FIELD LOCATION AND CONNECT TO EXISTING 6 INCH SANITARY SEWER SERVICE STUB.Sewer Keynotes:#1.GROUND WATER OBSERVATION WELL PER DETAIL 4/C2.50.2.INSTALL 4" CLEAN-OUT PER DETAIL 2/C2.50.3.INSTALL SEEPAGE BED PER DETAIL 1/C5.50. DIMENSIONS & ELEVATIONS AS BELOW:4.INSTALL ROUND 30-INCH CATCH BASIN (OLDCASTLE CB140 OR APPROVED EQUAL) PER DETAIL5/C2.50 WITH A SOLID LID.5.INSTALL ROUND 30-INCH CATCH BASIN (OLDCASTLE CB140 OR APPROVED EQUAL) PER DETAIL5/C2.50 WITH A GRATED LID.6.INSTALL 1000 GALLON SAND & GREASE TRAP PER DETAIL 3/C2.50 WITH GRATE ON INLET END.7.INSTALL CATCH BASIN INLET PER ISPWC SD-601.8.INSTALL BMP INC. OIL AND DEBRIS SNOUT OR APPROVED EQUAL.9.GUTTER DOWNSPOUT CONNECTION.10.INSTALL NYLOPLAST 12 INCH INLINE DRAIN (OR APPROVED EQUAL) PER DETAIL 7/C2.50.INSTALL WITHIN ARTIFICIAL TURF AREA SIMILARLY TO DETAIL 9/C5.50.11.INSTALL NYLOPLAST 24 INCH INLINE DRAIN (OR APPROVED EQUAL) PER DETAIL 8/C2.50.Storm Drain Keynotes:##Horizontal Scale: 020'40'1" = 20'Certificate of Zoning Compliance-Drainage & Utility PlanNBA1008 W MAINBOISE, IDAHO 83702208.345.1800colearchitects.comCOPYRIGHT © 2021 COLE ARCHITECTS, PLLCDATEPHASESHEET NUMBERISSUESPROJECT INFORMATIONSHEET NAMEKEY PLANJOB NUMBERCONSULTANTSTAMPFEBRUARY 25, 202120-036CERTIFICATE OF ZONING COMPLIANCENORTHPOINTRECOVERY CENTER2335 E. STATE AVENUEMERIDIAN, ID 83642BIDDERS ARE INSTRUCTED TO CAREFULLY REVIEW THECONSTRUCTION DOCUMENTS AND THE SITE CONDITIONS.INFORMATION REGARDING THE COMPLETE WORK OF SPECIFICTRADES IS DISPERSED THROUGHOUT THE ENTIRE DOCUMENTSET AND CANNOT BE ACCURATELY DETERMINED BY REFERENCETO OTHER THAN COMPLETE DOCUMENT SET.Drainage & Utility PlanC2.0002/25/2021 NBA1008 W MAINBOISE, IDAHO 83702208.345.1800colearchitects.comCOPYRIGHT © 2021 COLE ARCHITECTS, PLLCDATEPHASESHEET NUMBERISSUESPROJECT INFORMATIONSHEET NAMEKEY PLANJOB NUMBERCONSULTANTSTAMPFEBRUARY 25, 202120-036CERTIFICATE OF ZONING COMPLIANCENORTHPOINTRECOVERY CENTER2335 E. STATE AVENUEMERIDIAN, ID 83642BIDDERS ARE INSTRUCTED TO CAREFULLY REVIEW THECONSTRUCTION DOCUMENTS AND THE SITE CONDITIONS.INFORMATION REGARDING THE COMPLETE WORK OF SPECIFICTRADES IS DISPERSED THROUGHOUT THE ENTIRE DOCUMENTSET AND CANNOT BE ACCURATELY DETERMINED BY REFERENCETO OTHER THAN COMPLETE DOCUMENT SET.Drainage DetailsC2.50SOLID WALL PVC PIPE. EXTEND 1FOOT INTO DRAIN ROCK.LENGTH VARIES. SEE PLANSWIDTH VARIES.SEE PLANSPLAN SAND AND GREASE TRAP OR 30 INCHROUND CATCH BASIN (SEE PLANS). INLETAND OUTLET LOCATIONS VARY. SEE PLANSPERFORATED STORM DRAIN PIPE. SIZEAND ELEVATION PER PLANS.SEASONAL HIGH GROUND WATER:GREATER THAN 10' BGS(ESTIMATE FROM GEOTECH REPORT)SECTION A-ANOTES:1. CONTRACTOR SHALL NOTIFY ENGINEER PRIOR TO TRENCH CONSTRUCTION ANDSHALL VERIFY ALL MATERIALS, LOCATIONS AND SIZES.2.MINIMUM SEPARATION FROM THE BOTTOM OF ANY INFILTRATION FACILITY TOSEASONAL HIGH GROUND WATER OR BED ROCK IS 3 FEET. CONTRACTORSHALL NOTIFY THE DESIGNER ENGINEER IMMEDIATELY IF GROUND WATER ORBEDROCK IS ENCOUNTERED WITHIN 3 FEET OF THE BOTTOM DESIGNELEVATION OF ANY INFILTRATION FACILITY.3.GROUND WATER AND SOIL DATA FOR THIS SITE IS BASED UPON ATLASTECHNICAL CONSULTANTS's GEOTECHNICAL ENGINEERING REPORT FILE NO.B202138G DATED JANUARY 7, 2021.4.SEEPAGE BED SHALL EXTEND A MINIMUM OF 1' INTO FREE-DRAINING SOILS.CONTRACTOR TO OVER-EXCAVATE AS NECESSARY.5.ALL STORM WATER FACILITIES SHALL BE INSPECTED BY THE DESIGNENGINEER. DESIGN ENGINEER TO CONFIRM SUITABLE SOILS AT BOTTOM OFEXCAVATION. SEEPAGE BEDS BACKFILLED PRIOR TO INSPECTION SHALL BEEXCAVATED FOR INSPECTION AT COST TO THE CONTRACTOR. CONTACT THEDESIGN ENGINEER (THE LAND GROUP INC) AT 208.939.4041. 24 HOUR NOTICEIS REQUIRED.1Standard Seepage BedSCALE: NTSPROFILEFINISH GRADE VARIES1-FT MIN. COVER OR DEPTHOF PAVEMENT SECTION,WHICHEVER IS GREATER1' MIN.TOP OF ROCK.ELEVATION PER PLANS.BOTTOM OF ROCK.ELEVATION PER PLANS.18" OF ASTM C33FILTER SAND3' MIN.NATIVE FREE DRAININGSOILS. SEE NOTE 3DEPTH PER PLANSAA1'END CAPMONITORING WELL PER DETAIL ISPWC SD-627 ANDDETAIL 4 THIS SHEETNATIVE FREE DRAININGSOILS. SEE NOTE 31' MIN. OVERLAPAASHTO M288 CLASS 2NON-WOVEN GEOTEXTILE ONTOP AND SIDES3 INCH WASHED DRAINROCK PER ISPWCSECTION 80112" PERFORATED PIPESIZE AS NOTED.FINISH GRADEWIDTH VARIES.SEE PLANSMONITORING WELL PER DETAIL ISPWC SD-627AND DETAIL 4 THIS SHEETVARIES (1' BELOW BOTTOM OF SEEPAGE BED)WELLCAPWELLCAPPVC END CAP, SOLVENT WELD ORGASKETED (WATERTIGHT)6"FINISH GRADE18"18"24" D IA .24"6"PLAN VIEWCONCRETE COLLAR IN NON-TRAFFIC AREASPLAN VIEWCONCRETE COLLAR IN TRAFFIC AREASSECTIONCONCRETE COLLAR(2) #4 REBARHOOPS WITH#4 VERTICALS12"36" 12"WELL COVER. 8" Ø WATERTIGHTGALVANIZED STEEL COVER ANDCANISTERPVC CAP, GASKETED (WATERTIGHT)CONCRETE COLLAR, CLASS3000 (ISPWC 703)THREE 6" Ø COILS6" Ø PVC(ASTM D-3034 SDR 35)2 STAINLESS STEEL HOSE CLAMPSAT 3" SPACING. SECUREGEOTEXTILE IN PLACEWRAP PORTION OF PIPE IN SAND WITHGEOTEXTILE(TYPE 1 PER ISPWC SECTION 2060)6" Ø PERFORATE PIPE(ASTM D-3035 SDR 35 WITH 6 3/8" ØHOLES SPACED 3" O.C.36" OF ASTM C-33 FILTER SANDNO. 12 AWG. GALVANIZEDFINDER WIRENOTE:1.CONTRACTOR SHALL NOTIFY THEENGINEER IMMEDIATELY IF GROUNDWATERIS ENCOUNTERED WITHIN 3 FEET OF THEBOTTOM DESIGN ELEVATION FOR ANYINFILTRATION FACILITY3Monitoring WellScale: NTSMECHANICAL 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. STAMP THE LETTERS"SD" OR "SS" INTO THE CONCRETE ADJACENTTO THE CLEANOUT. LETTERS TOCORRESPOND WITH THE SYSTEM THAT THECLEAN-OUT SERVES. 2" TALL LETTERS.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: NTS8'-10"5"5'-7" ID 6"6'-6"3'-11"1'-8"2'3'-7"6'4'-10"1'-6" CL 8'-10-1/2"8'-3"4'-3" 4'-10-1/2"(6) - 18" x 24" KNOCKOUT PANELS(2X) 1 EACH SIDE(4x) 2 EACH SIDESEE NOTE 1(2) - 24" Ø HOLE THRU FOR MANHOLEACCESS. SEE NOTES 2 AND 3NOTES:1.ALL HOLES FOR INLET/OUTLETPIPES SHALL BE CORE DRILLED.PROVIDE A FLEXIBLE MANHOLECONNECTOR (KOR-N-SEAL ORAPPROVED SUBSTITUTION).2.PROVIDE STANDARD MANHOLEFRAME, COVER AND RISER PERISPWC SD-617. CONSTRUCTCONCRETE COLLAR PER ISPWCSD-616.3.COORDINATE WITH SITE GRADINGAND DRAINAGE PLAN FORLOCATIONS OF GRATED INLETS.INLET SIZE AND LOCATION VARY.REFER TO DRAINAGE PLAN (TYP. ALL)AAPLANSECTION AAPROFILE4'3'-8"SUMP ELEVATION PER PLANSIE INPER PLANSIE OUT PERPLANS4Oldcastle 1000 Gal. S/G TrapScale: NTS3'3' SUMP PER PLAN 24" Ø, PEDESTRIAN GRATE ORSOLID (SEE PLANS)24" Ø RINGPRECAST GRADE RING ASREQUIREDAMCOR CATCH BASIN HEAD FOR24" RING & COVER WEIGHT 561#PVC STORMDRAIN PIPE SIZE PERPLANSAMCOR 30" Ø CATCH BASIN/INLETBOX WITH FLOOR OR EQUIVALENTAMCOR 30" Ø CATCH BASIN HEADW/ 24" Ø STANDARD, PEDESTRIANGRATE OR SOLID (SEE PLANS)CONCRETE COLLAR PERISPWC SD-508530-IN Storm Drain Catch BasinScale: 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 1.0% MIN.EXTEND 4-IN 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 PLANCLEANOUTPER 5/C5.50Scale: NTSDownspout Connection 6712 Inch Inline DrainSCALE: NTS824 Inch Inline DrainSCALE: NTS9Inline Drain Non-Traffic InstallationSCALE: NTS02/25/2021