The URL can be used to link to this page

Home My WebLink AboutNorth 3rd Apartments© NORTH 3RD APARTMENTS PREPARED FOR NORTH 3RD APARTMENTS, LLC.®BEFORE YOU DIG, CALL1-800-424-5555 ASD REG REG COVER SHEETC0.00NORTH 3RD APARTMENTSLOCATED IN BOZEMAN, MTE 1 / 2 OF SECTION 1, T. 02 S., R. 05 E. OF P.M.M.; GALLATIN COUNTY, MONTANANORTHPROJECT TEAMSITE MAPSURVEYORMARK CHANDLERIMEG1091 STONERIDGE DRIVEBOZEMAN, MT 59718406-219-0304ARCHITECTBRIAN HOEHNHOOKER DEJONG316 MORRIS AVENUE, SUITE 410 MUSKEGON, MI 49440480-201-1676DEVELOPERCHASE HUBERNORTH 3RD APARTMENTS, LLC.PO BOX 4108BELLEVUE, WA 98009425-736-0580CIVIL ENGINEERCHRIS MILLERKIMLEY-HORN1201 3RD AVE, SUITE 2800,SEATTLE, WA, 98101206-970-1909LANDSCAPE ARCHITECTANNE DEBOARDKIMLEY-HORN7740 N 16TH STREET, SUITE 300, PHOENIX, AZ 85020850-420-1018OWNERWESTLAKE GEORGE E &D K MARTINEN LLC15008 SE GRAHAM RDVANCOUVER, WA 986838541PARCEL NO: RGG6409 & RGG6410 (TO BE AGGREGATED)ACRES: 5.87 (255,697 SQ. FT)PROPERTY ZONING: R-5 (RESIDENTIAL MIXED USE HIGH DENSITY)CURRENT PROPERTY USE:VACANTPROJECT INFORMATIONBASIS OF BEARING: BASIS FOR AZIMUTHS FROM NORTH: GPS OBSERVATIONSON A MODIFIED STATE PLANE GRID. ROTATE AZIMUTHS SHOWN 01°15' 28.1" CCWTO OBTAIN PLATTED AZIMUTHS. [N45°00'00"E] BEARING COMPUTED FROMAZIMUTH.HORIZONTAL AND VERTICAL DATUM: NAVD88BENCHMARK: TOP OF SET NAIL (B.M.#50) ELEVATION 4,776.322 FEETLEGAL DESCRIPTION: LOTS 1&2, BLOCK 1 WESTLAKE'S FOURTH SUBDIVISIONLOCATED IN E 12 OF SECTION 1, T. 02 S., R. 05E. OF P.M.M., GALLATIN COUNTY,MONTANASURVEY NOTES: ELEVATION ON CONTROL POINT, SET NAIL (B.M.#50) LOCATEDTO THE NE OF THE SITE, WAS DETERMINED BY GPS OBSERVATIONS USING THEMONTANA STATE UNIVERSITY CORS BASE STATION ELEVATION REFERENCE ONJUNE 02, 2022. ELEVATION GIVEN FOR THIS POINT WAS 4,776.322 FEET (INT'L)NAVD88.SURVEYOR NOTESUTILITY PURVEYORSWATER:CITY OF BOZEMAN 406-582-3200DRAINAGE:CITY OF BOZEMAN406-582-3200SEWER: CITY OF BOZEMAN406-582-2301ELECTRIC:NORTHWESTERN ENERGY406-539-3050TELECOM:CENTURYLINK406-551-4160TELECOM:COMCAST866-874-2389EARTHWORK QUANTITIESCUTFILL1,107 CY10,267 CYIMPERVIOUS AREA QUANTITIESIMPERVIOUSPERVIOUSONSITE188,115 SF67,582 SFFRONTAGE5,540 SF4,791 SFVICINITY MAPSheet List TableSheet No.Sheet TitleC0.00COVER SHEETC0.10SURVEYC0.20SURVEYC0.30EASEMENT PLANC1.00DEMOLITION AND EROSION CONTROL PLANC1.10DEMOLITION AND EROSION CONTROL DETAILSC2.00OVERALL SITE PLANC2.10SITE PLAN (NORTH)C2.20SITE PLAN (SOUTH)C3.10GRADING PLAN (NORTH)C3.20GRADING PLAN (SOUTH)C3.30DRAINAGE PLAN (NORTH)C3.40DRAINAGE PLAN (SOUTH)C3.50ON-SITE STORM PROFILEC3.60ON-SITE STORM PROFILEC3.70RAMP & ADA GRADINGC3.80RAMP & ADA GRADINGC3.90RAMP & ADA GRADINGC4.00OVERALL SEWER PLANC4.10SEWER PLAN (NORTH)C4.20SEWER PLAN (SOUTH)C4.30SEWER PROFILE SHEET 1C4.40SEWER PROFILE SHEET 2C4.50SEWER PROFILE SHEET 3C4.60SEWER PROFILE SHEET 4C5.00OVERALL WATER PLANC5.10WATER PLAN (NORTH)C5.20WATER PLAN (SOUTH)C5.30WATER PROFILE SHEET 1C5.40WATER PROFILE SHEET 2C6.00FIRE PROFILE SHEET 1C6.10FIRE PROFILE SHEET 2C7.00DETAIL SHEET 1C7.10DETAIL SHEET 2C7.20DETAIL SHEET 3C7.30DETAIL SHEET 4C7.40DETAIL SHEET 5L1.00LANDSCAPE PLANL1.10LANDSCAPE PLANL1.20NOTES & DETAILSL1.30HARDSCAPE DETAILSL1.40OPEN SPACE & PARKING AREA LANDSCAPEL2.00IRRIGATION PLANL2.10IRRIGATION PLANL2.20IRRIGATION NOTES AND DETAILSL2.30IRRIGATION NOTES AND DETAILSL2.40IRRIGATION NOTES AND DETAILSC8.00N 3RD AVE CENTERLINE PROFILEC8.10N 3RD AVE CENTERLINE PROFILEC8.20N 4TH AVE CENTERLINE PROFILEC8.30N 3RD AVE CURBLINE PROFILEC8.40N 3RD AVE CURBLINE PROFILEC8.50N 3RD AVE SECTIONC8.60ROADWAY SIGNAGE AND STRIPINGC8.70ROADWAY SIGNAGE AND STRIPING1.THE CITY OF BOZEMAN HAS ADOPTED "MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS"(MPWSS) AS THE STANDARD SPECIFICATIONS FOR NEW CONSTRUCTION. A SEPARATE DOCUMENT<"CIT OF BOZEMAN MODIFICATIONS TO MPWSS" HAS BEEN ADOPTED WHICH SUPPLEMENTS ANDSUPERCEDES MPWSS. ALL PROJECT MANUALS MUST INCORPORATE, PREFERABLY BY REFERENCE,MPWSS (LATEST ADOPTED EDITION) AND THE "CITY OF BOZEMAN MODIFICATIONS TO MPWSS"'INCLUDING ANY ADDENDA.2.ADDITIONS OR CHANGES TO THE ABOVE STANDARD SPECIFICATIONS MUST BE DONE THROUGHSPECIAL PROVISIONS OR SIMILAR SUPPLEMENTAL SECTIONS IN THE PROJECT MANUAL.3.ALL CONSTRUCTION WILL CONFORM TO MPWSS (LATEST) EDITION, AND COB MODIFICATIONS TOMPWSS4.ANY EXISTING OR NEW VALVES WHICH CONTROL THE COB'S WATER SUPPY5.THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 24 HOURS PRIOR TOBEGINNING ANY WORK6.CONTRACTOR SHALL FIELD-VERIFY THE LINE AND GRADE OF EXISTING CONNECTIONSSPECIFICATIONS REQUIREMENTS© NORTH 3RD APARTMENTS PREPARED FOR NORTH 3RD APARTMENTS, LLC.®BEFORE YOU DIG, CALL1-800-424-5555 ASD REG REG RB RBRBRBRBRB RB RBRBRB RBRB RB RBRB UGEUGEUGEUGEUGEUGEUGEUGE UGEUGEN THIRD AVE N FOURTH AVE ASPEN STREETCOTTON WOOD STREETBUILDING 2FFE 4778.70BUILDING 3FFE 4780.70BUILDING 6FFE 4778.50BUILDING 5FFE 4776.30BUILDING 7FFE 4782.60BUILDING 1CLUBHOUSEFFE 4777.00BUILDING 4FFE 4783.10BUILDING 8FFE 4783.00IVAN DRIVEWEST PEACH STREETDRIVE AISLE E DRIVE AISLE B DRIVE AISLE C DRIVE AISLE DDRIVE AISLE ADRIVE AISLE B DRIVE AISLE C DRIVE AISLE D © NORTH 3RD APARTMENTS PREPARED FOR NORTH 3RD APARTMENTS, LLC.®BEFORE YOU DIG, CALL1-800-424-5555 ASD REG REGNORTHOVERALL WATER PLANC5.00UTILITY LEGENDPROPOSED SANITARY SEWER LINEPROPOSED 8" DI WATER MAINPROPOSED STORM DRAINPROPOSED EASEMENTECCENTRIC CONE TOP SEWER MANHOLEPROPOSED STORM DRAIN MANHOLEPROPOSED SQUARE STORM DRAIN INLETPROPOSED STANDARD RISER INLETPROPOSED WATER METERPROPOSED POST INDICATOR VALVEPROPOSED FIRE DEPARTMENT CONNECTIONPROPOSED FIRE HYDRANT ASSEMBLYPIPE FLOW DIRECTIONPROPOSED LIGHT POLEPROPOSED 6" FIRE SERVICE LINEPROPOSED 3" WATER SERVICE LINEPROPOSED 1" WATER SERVICE LINEPROPOSED FIRE DEPARTMENT CONNECTIONPROPOSED FIRE HYDRANT LOCATIONWATER SERVICE CONNECTION PER COB DETAIL NO. 02660-6EXISTING FIRE HYDRANTCONNECT TO EXISTING WATERMAINPROPOSED EASEMENT SEE SHEET C0.30PROPOSED 8.3' X 9.7' MECHANICAL ROOMPROPOSED BELOW GRADE INFILTRATION SYSTEM SEE SHEET C7.30CONSTRUCTION NOTESBOZEMAN FACILITIES MAP1.ALL WATER/FIRE SERVICES TO MAINTAIN A MINIMUM OF 6.5' OF COVER TO TOP OF PIPE UNLESS INSULATION IS PROVIDEDAND APPROVED BY THE ENGINEER. FOR EVER 1' OF COVER UNDER 6.5', 2" OF INSULATION SHALL BE REQUIRED.2.4", 6", AND 8" LINES SHALL BE ZINC-COATED, CLASS 51 DUCTILE IRON AND REQUIREV-BIO POLYETHYLENE WRAP PER COBSTED. SPEC 02660-33.3.MAIN LINE AND WATER SERVICE VALVES SHALL BE A MECHANICAL JOINT X MECHANICAL JOINT (MJxMJ) FITTING, VALVES TOBE MUELLER A2360 RESILIENT WEDGE GATE VALVE UNLESS OTHERWISE NOTED ON PLANS.4.MAINTAIN A MINIMUM 10 FEET HORIZONTAL SEPARATION BETWEEN OUTSIDE OF SEWER/STORM DRAINS AND WATER LINES.5.MAINTAIN A MINIMUM OF 18" VERTICAL SEPARATION BETWEEN OUTSIDE OF SEWER/STORM DRAIN AND WATER LINECROSSINGS.6.ANY EXISTING OR NEW VALVES WHICH CONTROL THE COB'S WATER SUPPLY SHALL BE OPERATED BY COB PERSONNELONLY.7.THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 24-HOURS PRIOR TO BEGINNING ANY WORK.8.WHEN TAPPING TEES ARE USED FOR THE FIRE SERVICE LINE CONNECTION TO THE MAIN, THE CONTRACTOR SHALLINSTALL THE TAPPING TEE AND VALVE AND THE COB SHALL MAKE THE ACTUAL TAP TO THE MAIN AT THE OWNER'SEXPENSE.9.THE CONTRACTOR SHALL INSTALL MEGA LUG RESTRAINTS OR CONCRETE THRUST BLOCKS AT ALL WATER LINE FITTINGS,VALVES, AND FIRE HYDRANTS. CONCRETE THRUST BLOCKS ARE REQUIRED WHERE SHOWN ON THE PLANS.10.FIRE LINE SYSTEM SHALL BE CLASS 1.11.PER NFPA 24, THE CONTRACTOR SHALL OBTAIN A MINIMUM FLOW RATE OF 880 GPN (10 FT/SEC) FOR FLUSHING OF A 6" FIRELINE. A MINIMUM ORIFICE SIZE OF 2.5 INCHES SHALL BE USED, OR LARGER AS NEEDED TO MEET THE MINIMUM FLOW RATEREQUIREMENT UNDER THE CURRENT WATER SYSTEM PARAMETERS.FIRE SERVICE NOTESAS-BU ILT UGEUGEUGEUGEUGEUGEUGEUGEUGEN THIRD AVE ASPEN STREETBUILDING 2FFE 4778.70BUILDING 6BUILDING 5FFE 4776.30BUILDING 1CLUBHOUSEFFE 4777.00IVAN DRIVE DRIVE AISLE ADRIVE AISLE B DRIVE AISLE C BUILDING 3FFE 4780.70BUILDING 6FFE 4778.50© NORTH 3RD APARTMENTS PREPARED FOR NORTH 3RD APARTMENTS, LLC.®BEFORE YOU DIG, CALL1-800-424-5555 ASD REG REGNORTH UTILITY LEGENDPROPOSED SANITARY SEWER LINEPROPOSED 8" DI WATER MAINPROPOSED STORM DRAINPROPOSED EASEMENTECCENTRIC CONE TOP SANITARY MANHOLEPROPOSED STORM DRAIN MANHOLEPROPOSED SQUARE STORM DRAIN INLETPROPOSED STANDARD RISER INLETPROPOSED WATER METERPROPOSED POST INDICATOR VALVEPROPOSED FIRE DEPARTMENT CONNECTIONPROPOSED FIRE HYDRANT ASSEMBLYPIPE FLOW DIRECTIONPROPOSED LIGHT POLEPROPOSED 6" FIRE SERVICE LINEPROPOSED 3" WATER SERVICE LINEPROPOSED 1" WATER SERVICE LINEPROPOSED FIRE DEPARTMENT CONNECTIONPROPOSED FIRE HYDRANT LOCATIONWATER SERVICE CONNECTION PER COB DETAIL NO. 02660-6EXISTING FIRE HYDRANTCONNECT TO EXISTING WATERMAIN, SEE DETAIL BELOWPROPOSED EASEMENT SEE SHEET C0.30PROPOSED 8.3' X 9.7' MECHANICAL ROOMPROPOSED BELOW GRADE INFILTRATION SYSTEM SEE SHEET C7.30CONSTRUCTION NOTESWATER PLAN (NORTH)C5.101.ALL WATER/FIRE SERVICES TO MAINTAIN A MINIMUM OF 6.5' OF COVER TO TOP OF PIPE UNLESS INSULATION IS PROVIDEDAND APPROVED BY THE ENGINEER. FOR EVER 1' OF COVER UNDER 6.5', 2" OF INSULATION SHALL BE REQUIRED.2.4", 6", AND 8" LINES SHALL BE ZINC-COATED, CLASS 51 DUCTILE IRON AND REQUIREV-BIO POLYETHYLENE WRAP PER COBSTED. SPEC 02660-33.3.MAIN LINE AND WATER SERVICE VALVES SHALL BE A MECHANICAL JOINT X MECHANICAL JOINT (MJxMJ) FITTING, VALVES TOBE MUELLER A2360 RESILIENT WEDGE GATE VALVE UNLESS OTHERWISE NOTED ON PLANS.4.MAINTAIN A MINIMUM 10 FEET HORIZONTAL SEPARATION BETWEEN OUTSIDE OF SEWER/STORM DRAINS AND WATER LINES.5.MAINTAIN A MINIMUM OF 18" VERTICAL SEPARATION BETWEEN OUTSIDE OF SEWER/STORM DRAIN AND WATER LINECROSSINGS.6.ANY EXISTING OR NEW VALVES WHICH CONTROL THE COB'S WATER SUPPLY SHALL BE OPERATED BY COB PERSONNELONLY.7.THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 24-HOURS PRIOR TO BEGINNING ANY WORK.8.WHEN TAPPING TEES ARE USED FOR THE FIRE SERVICE LINE CONNECTION TO THE MAIN, THE CONTRACTOR SHALLINSTALL THE TAPPING TEE AND VALVE AND THE COB SHALL MAKE THE ACTUAL TAP TO THE MAIN AT THE OWNER'SEXPENSE.9.THE CONTRACTOR SHALL INSTALL MEGA LUG RESTRAINTS OR CONCRETE THRUST BLOCKS AT ALL WATER LINE FITTINGS,VALVES, AND FIRE HYDRANTS. CONCRETE THRUST BLOCKS ARE REQUIRED WHERE SHOWN ON THE PLANS.10.FIRE LINE SYSTEM SHALL BE CLASS 1.11.PER NFPA 24, THE CONTRACTOR SHALL OBTAIN A MINIMUM FLOW RATE OF 880 GPN (10 FT/SEC) FOR FLUSHING OF A 6" FIRELINE. A MINIMUM ORIFICE SIZE OF 2.5 INCHES SHALL BE USED, OR LARGER AS NEEDED TO MEET THE MINIMUM FLOW RATEREQUIREMENT UNDER THE CURRENT WATER SYSTEM PARAMETERS.FIRE SERVICE NOTESAS-BU ILT RB RBRBRBRBRBRBRB RB RBRBRBRB RBRBRBRB RBRBRBUGEUGEUGEUGEN FOURTH AVE COTTON WOOD STREETBUILDING 3FFE 4780.70BUILDING 6FFE 4778.50BUILDING 7FFE 4782.60BUILDING 4FFE 4783.10BUILDING 8FFE 4783.00WEST PEACH STREETDRIVE AISLE E DRIVE AISLE B DRIVE AISLE C DRIVE AISLE DDRIVE AISLE D © NORTH 3RD APARTMENTS PREPARED FOR NORTH 3RD APARTMENTS, LLC.®BEFORE YOU DIG, CALL1-800-424-5555 ASD REG REGNORTHWATER PLAN (SOUTH)C5.20UTILITY LEGENDPROPOSED SANITARY SEWER LINEPROPOSED 8" DI WATER MAINPROPOSED STORM DRAINPROPOSED EASEMENTECCENTRIC CONE TOP SANITARY MANHOLEPROPOSED STORM DRAIN MANHOLEPROPOSED SQUARE STORM DRAIN INLETPROPOSED STANDARD RISER INLETPROPOSED WATER METERPROPOSED POST INDICATOR VALVEPROPOSED FIRE DEPARTMENT CONNECTIONPROPOSED FIRE HYDRANT ASSEMBLYPIPE FLOW DIRECTIONPROPOSED LIGHT POLEPROPOSED 6" FIRE SERVICE LINEPROPOSED 3" WATER SERVICE LINEPROPOSED 1" WATER SERVICE LINEPROPOSED FIRE DEPARTMENT CONNECTIONPROPOSED FIRE HYDRANT LOCATIONWATER SERVICE CONNECTION PER COB DETAIL NO. 02660-6EXISTING FIRE HYDRANTCONNECT TO EXISTING WATERMAINPROPOSED EASEMENT SEE SHEET C0.30PROPOSED 8.3' X 9.7' MECHANICAL ROOMPROPOSED BELOW GRADE INFILTRATION SYSTEM SEE SHEET C7.30CONSTRUCTION NOTES1.ALL WATER/FIRE SERVICES TO MAINTAIN A MINIMUM OF 6.5' OF COVER TO TOP OF PIPE UNLESS INSULATION IS PROVIDEDAND APPROVED BY THE ENGINEER. FOR EVER 1' OF COVER UNDER 6.5', 2" OF INSULATION SHALL BE REQUIRED.2.4", 6", AND 8" LINES SHALL BE ZINC-COATED, CLASS 51 DUCTILE IRON AND REQUIREV-BIO POLYETHYLENE WRAP PER COBSTED. SPEC 02660-33.3.MAIN LINE AND WATER SERVICE VALVES SHALL BE A MECHANICAL JOINT X MECHANICAL JOINT (MJxMJ) FITTING, VALVES TOBE MUELLER A2360 RESILIENT WEDGE GATE VALVE UNLESS OTHERWISE NOTED ON PLANS.4.MAINTAIN A MINIMUM 10 FEET HORIZONTAL SEPARATION BETWEEN OUTSIDE OF SEWER/STORM DRAINS AND WATER LINES.5.MAINTAIN A MINIMUM OF 18" VERTICAL SEPARATION BETWEEN OUTSIDE OF SEWER/STORM DRAIN AND WATER LINECROSSINGS.6.ANY EXISTING OR NEW VALVES WHICH CONTROL THE COB'S WATER SUPPLY SHALL BE OPERATED BY COB PERSONNELONLY.7.THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 24-HOURS PRIOR TO BEGINNING ANY WORK.8.WHEN TAPPING TEES ARE USED FOR THE FIRE SERVICE LINE CONNECTION TO THE MAIN, THE CONTRACTOR SHALLINSTALL THE TAPPING TEE AND VALVE AND THE COB SHALL MAKE THE ACTUAL TAP TO THE MAIN AT THE OWNER'SEXPENSE.9.THE CONTRACTOR SHALL INSTALL MEGA LUG RESTRAINTS OR CONCRETE THRUST BLOCKS AT ALL WATER LINE FITTINGS,VALVES, AND FIRE HYDRANTS. CONCRETE THRUST BLOCKS ARE REQUIRED WHERE SHOWN ON THE PLANS.10.FIRE LINE SYSTEM SHALL BE CLASS 1.11.PER NFPA 24, THE CONTRACTOR SHALL OBTAIN A MINIMUM FLOW RATE OF 880 GPN (10 FT/SEC) FOR FLUSHING OF A 6" FIRELINE. A MINIMUM ORIFICE SIZE OF 2.5 INCHES SHALL BE USED, OR LARGER AS NEEDED TO MEET THE MINIMUM FLOW RATEREQUIREMENT UNDER THE CURRENT WATER SYSTEM PARAMETERS.FIRE SERVICE NOTESAS-BU ILT ON-SITE WATER MAIN EXISTING GRADE PROPOSED GRADE PROPERTY LINE4784 4780 4776 4772 4768 4764 4784 4780 4776 4772 4768 4764 ON-SITE WATER MAIN SCALE: 1" = 20' H 1" = 2' V ©NORTH 3RD APARTMENTSPREPARED FORNORTH 3RD APARTMENTS, LLC.® BEFORE YOU DIG, CALL 1-800-424-5555 SEE SHEET C8.20 FOR WATER LINE CONTINUATIONMATCHLINE - SEE SHEET C5.40C5.30WATER PROFILE SHEET 14771.14 4770.40 4768.32 4767.90 AS-B UI L T 4764 4768 4772 4776 4780 4784 EXISTING GRADE PROPOSED GRADE 4784 4780 4776 4772 4768 4764 ON-SITE WATER MAIN SCALE: 1" = 20' H 1" = 2' V ©NORTH 3RD APARTMENTSPREPARED FORNORTH 3RD APARTMENTS, LLC.® BEFORE YOU DIG, CALL 1-800-424-5555 MATCHLINE - SEE SHEET C5.30C5.40WATER PROFILE SHEET 24766.87 4766.26 4765.56 AS-B UI L T UGEUGEUGEUGEUGEUGEUGEUGEUGEN THIRD AVE ASPEN STREETBUILDING 2FFE 4778.70BUILDING 6BUILDING 5FFE 4776.30BUILDING 1CLUBHOUSEFFE 4777.00IVAN DRIVE DRIVE AISLE ADRIVE AISLE B DRIVE AISLE C BUILDING 3FFE 4780.70BUILDING 6FFE 4778.50© NORTH 3RD APARTMENTS PREPARED FOR NORTH 3RD APARTMENTS, LLC.®BEFORE YOU DIG, CALL1-800-424-5555 ASD REG REGNORTHSEWER PLAN (NORTH)C4.10UTILITY LEGENDPROPOSED SANITARY SEWER LINEPROPOSED 8" DI WATER MAINPROPOSED STORM DRAINPROPOSED EASEMENT48" ECCENTRIC CONE TOP SANITARY MANHOLEPROPOSED STORM DRAIN MANHOLEPROPOSED SQUARE STORM DRAIN INLETPROPOSED STANDARD RISER INLETPROPOSED WATER METERPROPOSED POST INDICATOR VALVEPROPOSED FIRE DEPARTMENT CONNECTIONPROPOSED FIRE HYDRANT ASSEMBLYPIPE FLOW DIRECTIONPROPOSED LIGHT POLEPROPOSED 4" PVC SIDE SEWER SERVICE @ 2.0% MINPROPOSED 6" PVC SIDE SEWER SERVICE @ 2.0% MINSEWER SERVICE CONNECTION PER COB DETAIL NO. 02730-2PROPOSED EASEMENT SEE SHEET C0.30PROPOSED 8.3' X 9.7' MECHANICAL ROOMPROPOSED BELOW GRADE INFILTRATION SYSTEM SEE SHEETC7.30EXISTING FIRE HYDRANTAIR TEST FOR PIPES, VACUUM TEST FOR MANHOLES. TARGETPRESSURE TO BE BASED ON DEPTH/GROUNDWATERCONSTRUCTION NOTESTOP C\O: 4779.00TOP C\O: 4778.654767.714767.914777.41RIM: 4774.82INV IN: 4768.06AS-BU ILT RB RBRBRBRBRBRBRB RB RBRBRBRB RBRBRBRB RBRBRBUGEUGEUGEUGEN FOURTH AVE COTTON WOOD STREETBUILDING 3FFE 4780.70BUILDING 6FFE 4778.50BUILDING 7FFE 4782.60BUILDING 4FFE 4783.10BUILDING 8FFE 4783.00WEST PEACH STREETDRIVE AISLE E DRIVE AISLE B DRIVE AISLE C DRIVE AISLE DDRIVE AISLE D © NORTH 3RD APARTMENTS PREPARED FOR NORTH 3RD APARTMENTS, LLC.®BEFORE YOU DIG, CALL1-800-424-5555 ASD REG REGNORTHSEWER PLAN (SOUTH)C4.20UTILITY LEGENDPROPOSED SANITARY SEWER LINEPROPOSED 8" DI WATER MAINPROPOSED STORM DRAINPROPOSED EASEMENT48" ECCENTRIC CONE TOP SANITARY MANHOLEPROPOSED STORM DRAIN MANHOLEPROPOSED SQUARE STORM DRAIN INLETPROPOSED STANDARD RISER INLETPROPOSED WATER METERPROPOSED POST INDICATOR VALVEPROPOSED FIRE DEPARTMENT CONNECTIONPROPOSED FIRE HYDRANT ASSEMBLYPIPE FLOW DIRECTIONPROPOSED LIGHT POLEPROPOSED 4" PVC SIDE SEWER SERVICE @ 2.0% MINPROPOSED 6" PVC SIDE SEWER SERVICE @ 2.0% MINSEWER SERVICE CONNECTION PER COB DETAIL NO. 02730-2PROPOSED EASEMENT SEE SHEET C0.30PROPOSED 8.3' X 9.7' MECHANICAL ROOMPROPOSED BELOW GRADE INFILTRATION SYSTEM SEE SHEETC7.30EXISTING FIRE HYDRANTAIR TEST FOR PIPES, VACUUM TEST FOR MANHOLES. TARGETPRESSURE TO BE BASED ON DEPTH/GROUNDWATERCONSTRUCTION NOTESTOP C\O: 4782.10TOP C\O: 4783.80TOP C\O: 4779.834773.174773.164772.97TOP 6" SEWER: 4775.46TOP 6" SEWER: 4775.46TOP C\O 4783.644774.374774.184776.85TOP C\O: 4784.844771.584773.874773.774772.384780.53AS-BU ILT BUILDING 3 SS SERVICESCALE: 1" = 20' H 1" = 2' V476647684772477647804784476647684772477647804784BUILDING 2 SS SERVICESCALE: 1" = 20' H 1" = 2' V4764476847724776478047644768477247764780BUILDING 1 SS SERVICESCALE: 1" = 20' H 1" = 2' V47624764476847724776478047624764476847724776478045 LF OF 6" PVCPER COB DETAILNO 02730-345 LF OF 6" PVCPER COB DETAILNO 02730-351 LF OF 4" PVCPER COB DETAILNO 02730-3BUILDING 6 SS SERVICESCALE: 1" = 20' H 1" = 2' V476647684772477647804784476647684772477647804784BUILDING 4 SS SERVICESCALE: 1" = 20' H 1" = 2' V4768477247764780478447684772477647804784BUILDING 5 SS SERVICESCALE: 1" = 20' H 1" = 2' V47624764476847724776478047624764476847724776478045 LF OF 6" PVCPER COB DETAILNO 02730-347 LF OF 6" PVCPER COB DETAILNO 02730-347 LF OF 6" PVCPER COB DETAILNO 02730-3© NORTH 3RD APARTMENTS PREPARED FOR NORTH 3RD APARTMENTS, LLC.®BEFORE YOU DIG, CALL1-800-424-5555 ASD REG REG SEWER PROFILE SHEET 1C4.30TOP C\O: 4783.80TOP C\O: 4782.10TOP C\O: 4779.00TOP C\O: 4778.65TOP C\O: 4779.83AS-BU ILT BUILDING 7 SS SERVICESCALE: 1" = 20' H 1" = 2' V4764476847724776478047844764476847724776478047846 LF OF 6" PVCPER COB DETAILNO 02730-357 LF OF 6" PVCPER COB DETAILNO 02730-314 LF OF 6" PVCPER COB DETAILNO 02730-3BUILDING 8 SS SERVICESCALE: 1" = 20' H 1" = 2' V47644768477247764780478447644768477247764780478497 LF OF 6" PVC @ 2.00%97 LF OF 6" PVC @ 2.00%© NORTH 3RD APARTMENTS PREPARED FOR NORTH 3RD APARTMENTS, LLC.®BEFORE YOU DIG, CALL1-800-424-5555 ASD REG REG SEWER PROFILE SHEET 2C4.404776.85TOP C\O: 4783.64TOP C\O: 4784.84TOP 6" SEWER: 4775.46TOP 6" SEWER BEND: 4774.084773.174773.164772.974774.374774.18AS-BU ILT 4764476847724776478010 LF OF 8" PVC @ 0.50%65 LF OF 8" PVC @ 0.50%45 LF OF 8" PVC @ 0.50%340 LF OF 8" PVC @ 0.85%4764476847724776478040 LF OF 8" PVC @ 4.00%127 LF OF 8" PVC @ 0.50%50 LF OF 8" PVC @ 0.50%ON-SITE SS MAINSCALE: 1" = 20' H 1" = 2' V© NORTH 3RD APARTMENTS PREPARED FOR NORTH 3RD APARTMENTS, LLC.®BEFORE YOU DIG, CALL1-800-424-5555 ASD REG REG SEWER PROFILE SHEET 3C4.504767.714767.914771.584773.874773.774774.374774.184773.174773.164772.97AS-BU ILT NORTH 3RD AVE SS MAIN476647684772477647804784183 LF OF 8" PVC @ 0.50%64 LF OF 8" PVC @ 0.50%48 LF OF 8" PVC @ 0.50%312 LF OF 8" PVC @ 0.50%47664768477247764780478415 LF OF 8" PVC @ 0.50%119 LF OF 8" PVC @ 0.50%27 LF OF 8" PVC @ 0.50%NORTH 3RD AVE SS MAINSCALE: 1" = 20' H 1" = 2' V© NORTH 3RD APARTMENTS PREPARED FOR NORTH 3RD APARTMENTS, LLC.®BEFORE YOU DIG, CALL1-800-424-5555 ASD REG REG SEWER PROFILE SHEET 4C4.604772.384780.534777.414774.824768.06AS-BU ILT 48"1,22M 72" 1,83M 34 5 5136 " 34 5 5 13 6 " 345 5 136 "72" 1,83M 345 5 136 "37'-3 " [11 .37M ] 29' -7 "[9.0 2M ]6'-2" [1.8 7M ]6'-1"[1.8 6M ]6'-3" [1.91M]6'[1.84M ]6'-1 "[1.86M ]6'-2" [1. 89M ]6'-1" [1. 85M] 34 5 5136 " 345 5 136 "406 4 160 " 406 4 160 " 406 4 160 " 406 4 160 "6'-3 "[1.90M ] 48"1,22M 72" 1,83M 34 5 5136 " 34 5 5 13 6 " 345 5 136 "72" 1,83M 345 5 136 "37'-3 " [11 .37M ] 29' -7 "[9.0 2M ]6'-2" [1.8 7M ]6'-1"[1.8 6M ]6'-3" [1.91M]6'[1.84M ]6'-1 "[1.86M ]6'-2" [1. 89M ]6'-1" [1. 85M] 34 5 5136 " 345 5 136 "406 4 160 " 406 4 160 " 406 4 160 " 406 4 160 "6'-3 "[1.90M ] N THIRD AVE WEST ASPENSTREETBUILDING 2 32 UNITS 4 STORIES BUILDING 532 UNITS4 STORIES BUILDING 1CLUBHOUSE1 STORYIVAN DRIVE DRIVE AISLE B DRIVE AISLE C DRIVE AISLE AWESTLAKE PARKBUILDING 628 UNITS4 STORIES BUILDING 3 28 UNITS 4 STORIES © NORTH 3RD APARTMENTS PREPARED FOR NORTH 3RD APARTMENTS, LLC.®BEFORE YOU DIG, CALL1-800-424-5555 ASD REG REG SITE PLAN (NORTH)C2.10NORTHMATCHLINE - SEE SHEET C2.20LEGENDPROPERTY LINEEASEMENTSETBACK LINECEMENT CONCRETE SPILL CURB (NO. 02528-1)PAVEMENT MARKINGSCONCRETE PAVEMENTPROPOSED SNOW STORAGE AREAGRAVEL AREAPROPOSED ASPHALT MILL AND OVERLAYPROPOSED ASPHALTPROPOSED BIKE RACKCURB WITHIN PROPOSED FIRE LANE TO BE PAINTED REDPER CITY STANDARDSPROPOSED ELECTRIC TRANSFORMERAS-BU ILT RB RBRBRBRBRBRBRB RB RBRBRB RB RBRBRBRB RBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBNORTH FOURTH AVENUE BUILDING 3 32 UNITS 4 STORIES BUILDING 632 UNITS4 STORIESBUILDING 732 UNITS4 STORIES BUILDING 4 32 UNITS 4 STORIES BUILDING 824 UNITS4 STORIESDRIVE AISLE DDRIVE AISLE E DRIVE AISLE B DRIVE AISLE C DRIVE AISLE DWEST COTTONWOOD STREETWEST PEACH STREET© NORTH 3RD APARTMENTS PREPARED FOR NORTH 3RD APARTMENTS, LLC.®BEFORE YOU DIG, CALL1-800-424-5555 ASD REG REG SITE PLAN (SOUTH)C2.20MATCHLINE - SEE SHEET C2.10NORTHLEGENDPROPERTY LINEEASEMENTSETBACK LINECEMENT CONCRETE SPILL CURB (NO. 02528-1)PAVEMENT MARKINGSCONCRETE PAVEMENTPROPOSED SNOW STORAGE AREAGRAVEL AREAPROPOSED ASPHALT MILL AND OVERLAYPROPOSED ASPHALTPROPOSED BIKE RACKCURB WITHIN PROPOSED FIRE LANE TO BE PAINTED REDPER CITY STANDARDSPROPOSED ELECTRIC TRANSFORMERINCOMPLETE PAVINGAS-BU ILT 12-93-13N THIRD AVECOTTON WOOD STREETC8.50476447684772477647804784© NORTH 3RD APARTMENTS PREPARED FOR NORTH 3RD APARTMENTS, LLC.®BEFORE YOU DIG, CALL1-800-424-5555 ASD REG REGNORTH MATCHLINE - SEE SHEET C8.10GENERAL NOTES1.ALL STATIONS AND OFFSETS ARE BASED ON N 3RD AVECONSTRUCTION CENTERLINE UNLESS OTHERWISE NOTED.GRADING LEGENDSPOT ELEVATION LEGENDRIMRIM ELEVATIONPPAVEMENTDBUILDING DOORBCBOTTOM OF CURBHPHIGH POINTFFEFINISHED FLOOR ELEVATIONSWALE GRASS SWALE CENTERLINETCTOP OF CURBEXEXISTINGSWSIDEWALKMEMATCH EXISTINGLPLOW POINTINV INVERT OF PIPEBW BACK OF WALKPROPERTY LINEEXISTING CONTOURPROPOSED MAJOR CONTOURPROPOSED MINOR CONTOURLIMITS OF GRADINGGRADE BREAKPROPOSED EASEMENTPROPOSED SLOPEEXISTING SLOPEPROPOSED SPOT ELEVATION48" ECCENTRIC CONE TOP SEWER MANHOLESTORM MANHOLESTORM DRAIN INLETWATER VALVEWATER METERFIRE DEPARTMENT CONNECTIONLIGHTINGPROPOSED ASPHALT MILL AND OVERLAYHORIZONTALVERTICALMATCHLINE - SEE SHEET C8.10N 3RD AVE CENTERLINE PROFILEC8.00 WATER SERVICE CONNECTION PER COB DETAIL NO. 02660-6 SEWER SERVICE CONNECTION PER COB DETAIL NO. 02730-2 DRIVEWAY CURB CUTSKEY NOTES4773.974774.504774.204774.054772.394780.534776.07 4781.26 INV OUT: 4772.39RIM: 4780.53INV IN: 4776.074781.26TOP OF PIPE ELEV = 4774.20TOP OF PIPE ELEV = 4773.97TOP OF PIPE ELEV = 4774.50TOP OF PIPE ELEV = 4774.05AS-BU ILT N THIRD AVEASPEN STREETTAMARACK STREET476447684772477647804784© NORTH 3RD APARTMENTS PREPARED FOR NORTH 3RD APARTMENTS, LLC.®BEFORE YOU DIG, CALL1-800-424-5555 ASD REG REG PROPERTY LINEEXISTING CONTOURPROPOSED MAJOR CONTOURPROPOSED MINOR CONTOURLIMITS OF GRADINGGRADE BREAKPROPOSED EASEMENTPROPOSED SLOPEEXISTING SLOPEPROPOSED SPOT ELEVATION48" ECCENTRIC CONE TOP SEWER MANHOLESTORM MANHOLESTORM DRAIN INLETWATER VALVEWATER METERFIRE DEPARTMENT CONNECTIONLIGHTINGPROPOSED ASPHALT MILL AND OVERLAYGRADING LEGENDMATCHLINE - SEE SHEET C8.10GENERAL NOTES1.ALL STATIONS AND OFFSETS ARE BASED ON N 3RD AVECONSTRUCTION CENTERLINE UNLESS OTHERWISE NOTED.SPOT ELEVATION LEGENDRIMRIM ELEVATIONPPAVEMENTDBUILDING DOORBCBOTTOM OF CURBHPHIGH POINTFFEFINISHED FLOOR ELEVATIONSWALE GRASS SWALE CENTERLINEHORIZONTALMATCHLINE - SEE SHEET C8.10TCTOP OF CURBEXEXISTINGSWSIDEWALKMEMATCH EXISTINGLPLOW POINTINV INVERT OF PIPEBW BACK OF WALKN 3RD AVE CENTERLINE PROFILEC8.10NORTHVERTICAL WATER SERVICE CONNECTION PER COB DETAIL NO. 02660-6 SEWER SERVICE CONNECTION PER COB DETAIL NO. 02730-2 DRIVEWAY CURB CUTSKEY NOTES4771.314766.764766.084777.414774.814768.06INV: 4770.30 INV: 4770.10 RIM: 4777.41INV: 4770.30INV: 4770.10RIM: 4774.81INV IN: 4768.06TOP OF PIPE ELEV = 4771.31TOP OF PIPE ELEV = 4766.76TOP OF PIPE ELEV = 4766.08AS-BU ILT 12-93-0232-15-00BUILDING 8FFE 4783.00N 4TH AVE476847724776478047844788476847724776478047844788© NORTH 3RD APARTMENTS PREPARED FOR NORTH 3RD APARTMENTS, LLC.®BEFORE YOU DIG, CALL1-800-424-5555 ASD REG REG PROPERTY LINEEXISTING CONTOURPROPOSED MAJOR CONTOURPROPOSED MINOR CONTOURLIMITS OF GRADINGGRADE BREAKPROPOSED EASEMENTPROPOSED SLOPEEXISTING SLOPEPROPOSED SPOT ELEVATIONECCENTRIC CONE TOP SEWER MANHOLESTORM MANHOLESTORM DRAIN INLETWATER VALVEWATER METERFIRE DEPARTMENT CONNECTIONLIGHTINGGRADING LEGENDGENERAL NOTES1.ALL STATIONS AND OFFSETS ARE BASED ON N 3RD AVECONSTRUCTION CENTERLINE UNLESS OTHERWISE NOTED.SPOT ELEVATION LEGENDRIMRIM ELEVATIONPPAVEMENTDBUILDING DOORBCBOTTOM OF CURBHPHIGH POINTFFEFINISHED FLOOR ELEVATIONSWALE GRASS SWALE CENTERLINENORTHHORIZONTALVERTICALTCTOP OF CURBEXEXISTINGSWSIDEWALKMEMATCH EXISTINGLPLOW POINTINV INVERT OF PIPEBW BACK OF WALKN 4TH AVE CENTERLINE PROFILEC8.204783.93 4774.45TOP 8" WL: 4774.40TOP 8" WL: 4773.73RIM: 4783.93INV OUT: 4774.45TOP OF 8" WL = 4774.40TOP 8" WL = 4773.73AS-BU ILT N THIRD SECTION-17SCALE: 1" = 10' H 1" = 1' V4768477247764780478447684772477647804784© NORTH 3RD APARTMENTS PREPARED FOR NORTH 3RD APARTMENTS, LLC.®BEFORE YOU DIG, CALL1-800-424-5555 ASD REG REGN 3RD AVE SECTIONC8.50STANDARD STREET SECTION DETAILFOR NORTH 3RD AVE WEST OF CENTERLINEAS-BU ILT 12-93-13N THIRD AVECOTTON WOOD STREETC8.50PEACH STREET© NORTH 3RD APARTMENTS PREPARED FOR NORTH 3RD APARTMENTS, LLC.®BEFORE YOU DIG, CALL1-800-424-5555 ASD REG REGNORTH MATCHLINE - SEE SHEET C8.70GENERAL NOTES1.ALL STATIONS AND OFFSETS ARE BASED ON N 3RD AVECONSTRUCTION CENTERLINE UNLESS OTHERWISE NOTED.LEGENDPROPERTY LINEREPLACE IN PLACE EXISTING STOP BARPAVEMENT MARKINGPROTECT IN PLACE EXISTING STOP SIGNHORIZONTALROADWAY SIGNAGE AND STRIPINGC8.60AS-BU ILT N THIRD AVEASPEN STREETTAMARACK STREET© NORTH 3RD APARTMENTS PREPARED FOR NORTH 3RD APARTMENTS, LLC.®BEFORE YOU DIG, CALL1-800-424-5555 ASD REG REG LEGENDMATCHLINE - SEE SHEET C8.60GENERAL NOTES1.ALL STATIONS AND OFFSETS ARE BASED ON N 3RD AVECONSTRUCTION CENTERLINE UNLESS OTHERWISE NOTED.NORTHHORIZONTALROADWAY SIGNAGE AND STRIPINGC8.70PROPERTY LINEREPLACE IN PLACE EXISTING STOPBAR PAVEMENT MARKINGPROTECT IN PLACE EXISTING STOPSIGNAS-BU ILT UGEUGEUGEUGEUGEUGEUGEUGEUGEBUILDING 2FFE 4778.65BUILDING 5FFE 4778.50BUILDING 1CLUBHOUSEFFE 4777.00BUILDING 3FFE 4779.75BUILDING 6FFE 4779.35IVAN DRIVE N THIRD AVE PROPOSED STORMCHAMBERUNDERGROUND DETENTION SYSTEM.SEE SHEETS C7.30 & C7.40ASPEN STREETDRIVE AISLE AWESTLAKE PARK DRIVE AISLE B DRIVE AISLE C © NORTH 3RD APARTMENTS PREPARED FOR NORTH 3RD APARTMENTS, LLC.®BEFORE YOU DIG, CALL1-800-424-5555 ASD REG REGNORTHDRAINAGE PLAN (NORTH)C3.30MATCHLINE - SEE SHEET C3.20GRADING & DRAINAGE NOTES1.ADA ACCESSIBLE SPACES ARE DESIGNED TO HAVE A MAXIMUMSLOPE OF 2.0% IN ANY DIRECTION.2.THE PROPOSED ACCESSIBLE PATH SIDEWALKS AROUND THEBUILDING AND ALONG THE PROPERTY FRONTAGES SHALL HAVE AMAXIMUM 2% CROSS SLOPE AND 5% LONGITUDINAL SLOPE.3.CONTRACTOR TO VERIFY DEPTH OF EXISTING UNDERGROUNDUTILITIES PRIOR TO PLACEMENT OF ANY PAVEMENT AND NOTIFYKIMLEY-HORN IF ANY CONFLICTS EXIST.4.TOP OF CURB SHALL BE 6" ABOVE PAVEMENT ELEVATION UNLESSOTHERWISE SPECIFIED.5.SQUARE STORM DRAIN INLETS TO BE CONSTRUCTED PER CITYSTANDARD 02720-1A.6.STORM DRAIN MANHOLES WITHIN GUTTER LINES TO BECONSTRUCTED PER CITY STANDARD PLAN 02720-1B.7.STANDARD RISER INLETS TO BE CONSTRUCTED PER CITY STANDARDPLAN 02720-2.8.STORM DRAIN MANHOLES NO WITHIN GUTTER LINES TO BECONSTRUCTED PER CITY STANDARD PLAN 02720-3.PROPERTY LINEEXISTING CONTOURPROPOSED MAJOR CONTOURPROPOSED MINOR CONTOURLIMITS OF GRADINGGRADE BREAKPROPOSED EASEMENTPROPOSED STORM DRAINDRAINAGE LEGEND4775.784767.914775.944767.85STORM MH GRATE C: 4777.354777.934769.214776.014767.62TOP 12": 4769.20STMH BTM CTR: 4767.24STMH TOP: 4770.99STMH BTM CTR: 4769.05STRM MH 15" INVERT: 4770.104777.324768.20AS-BU ILT RB RBRBRBRBRBRBRB RB RBRBRB RB RBRBRBRB RBRBRBUGE UGEUGEUGE BUILDING 3FFE 4779.75BUILDING 6FFE 4779.35BUILDING 7FFE 4783.40BUILDING 4FFE 4783.50BUILDING 8FFE 4783.50N THIRD AVE ASPEN STREETN FOURTH AVE DRIVE AISLE DDRIVE AISLE E DRIVE AISLE B DRIVE AISLE C DRIVE AISLE D© NORTH 3RD APARTMENTS PREPARED FOR NORTH 3RD APARTMENTS, LLC.®BEFORE YOU DIG, CALL1-800-424-5555 ASD REG REGNORTHDRAINAGE PLAN (SOUTH)C3.40MATCHLINE - SEE SHEET C3.10GRADING & DRAINAGE NOTES1.ADA ACCESSIBLE SPACES ARE DESIGNED TO HAVE A MAXIMUMSLOPE OF 2.0% IN ANY DIRECTION.2.THE PROPOSED ACCESSIBLE PATH SIDEWALKS AROUND THEBUILDING AND ALONG THE PROPERTY FRONTAGES SHALL HAVE AMAXIMUM 2% CROSS SLOPE AND 5% LONGITUDINAL SLOPE.3.CONTRACTOR TO VERIFY DEPTH OF EXISTING UNDERGROUNDUTILITIES PRIOR TO PLACEMENT OF ANY PAVEMENT AND NOTIFYKIMLEY-HORN IF ANY CONFLICTS EXIST.4.TOP OF CURB SHALL BE 6" ABOVE PAVEMENT ELEVATION UNLESSOTHERWISE SPECIFIED.5.SQUARE STORM DRAIN INLETS TO BE CONSTRUCTED PER CITYSTANDARD 02720-1A.6.STORM DRAIN MANHOLES WITHIN GUTTER LINES TO BECONSTRUCTED PER CITY STANDARD PLAN 02720-1B.7.STANDARD RISER INLETS TO BE CONSTRUCTED PER CITY STANDARDPLAN 02720-2.8.STORM DRAIN MANHOLES NO WITHIN GUTTER LINES TO BECONSTRUCTED PER CITY STANDARD PLAN 02720-3.PROPERTY LINEEXISTING CONTOURPROPOSED MAJOR CONTOURPROPOSED MINOR CONTOURLIMITS OF GRADINGGRADE BREAKPROPOSED EASEMENTPROPOSED STORM DRAINDRAINAGE LEGEND4779.894771.174780.094771.574780.514774.114780.484773.804781.264776.06AS-BU ILT ON-SITE STORM ALIGN476647684772477647804784ON-SITE STORM ALIGN476647684772477647804784DRIVE AISLE CSCALE: 1" = 20' H 1" = 2' V476847724776478047844788476847724776478047844788DRIVE AISLE C - ROWSCALE: 1" = 20' H 1" = 2' V4770477247764780478447704772477647804784ON-SITE STORM ALIGNSCALE: 1" = 20' H 1" = 2' V© NORTH 3RD APARTMENTS PREPARED FOR NORTH 3RD APARTMENTS, LLC. ASD REG REG ON-SITE STORM PROFILEC3.50MATCHLINE - SEE ABOVEMATCHLINE - SEE BELOW®BEFORE YOU DIG, CALL1-800-424-5555 4767.84 4767.844767.854775.944775.779 4767.914767.86 INV IN FROM W4776.014767.62 STORM MH GRATE C: 4777.35 4777.93 4769.21 4769.19 4779.89 4771.17 4780.09 4771.57 4780.51 4771.174779.89 4774.11 4774.05 4781.26 4776.07 4780.48 4773.70 4773.80 4780.09 4771.57 4771.55 4771.51 AS-BU ILT DRIVE AISLE ESCALE: 1" = 20' H 1" = 2' V4770477247764780478447704772477647804784CENTRAL PATH YARD DRAINSCALE: 1" = 20' H 1" = 2' V476647684772477647804784476647684772477647804784DRIVE AISLE ASCALE: 1" = 20' H 1" = 2' V4766476847724776478047664768477247764780BUILDING 5 YARD DRAINSCALE: 1" = 20' H 1" = 2' V4766476847724776478047664768477247764780DOG PARK ALIGNSCALE: 1" = 20' H 1" = 2' V4766476847724776478047664768477247764780CENTER PATH LOWERSCALE: 1" = 20' H 1" = 2' V4768477247764780478447684772477647804784DRIVE AISLE D LOWERSCALE: 1" = 20' H 1" = 2' V4770477247764780478447704772477647804784© NORTH 3RD APARTMENTS PREPARED FOR NORTH 3RD APARTMENTS, LLC. ASD REG REG ON-SITE STORM PROFILEC3.604768.20TOP 12": 4769.20STMH BTM CTR: 4767.24STMH TOP: 4770.99STMH BTM CTR: 4769.05 4775.94 4767.85 4767.84 4767.84 STORM MH GRATE C: 4777.35 4780.51 4777.32 4777.93 4769.21 4769.19 TOP 12": 4769.20 STMH BTM CTR: 4767.24 STRM MH 15" INVERT: 4770.10 AS-BU ILT S4S2S1S4S1S1S1S1S1S1S4S2S3BL1BL1BL1BL1BL1BL1BLDG 2BLDG 4BLDG 7BLDG 5BLDG 8UTILITY XFMR T8UTILITY XFMR T7UTILITY XFMR T4UTILITY XFMR T56UTILITY XFMR T23UTILITY XFMR T1ELEC. SERVICE ENTRANCEELEC. SERVICE ENTRANCEELEC. SERVICE ENTRANCEELEC. SERVICE ENTRANCES4TO CLUBHOUSE PANEL VIA TIMECLOCKTO BLDG 5 PANEL VIA TIMECLOCKTO BLDG 6 PANEL VIA TIMECLOCKTO BLDG 6 PANEL VIA TIMECLOCKE44E44E44E44E44E44E51MONUMENT SIGNW2W2W2W1W1W1W2W2W2W2W2W2W3W3W1W1W3W2W2W2W1W1W2W2W2W3W2W2W2W1W2W2W2W1BLDG 3BLDG 6BLDG 1S2S2S2S2S5TTTTTE45E45E45E45(10)2"C.(10)2"C.(10)2"C.(10)2"C.(5)2"C.E45E45(5)2"C.E45(5)2"C.1. REFER TO BUILDING DRAWINGS FOR EXTERIOR BUILDING MOUNTED AND CANOPY LIGHTING CIRCUITING.2. ALL WIRING FOR SITE LIGHTING SHALL BE A MINIMUM #8 AWG CU WITH #10 AWG CU GROUND.3. PROVIDE DETECTABLE TYPE UNDERGROUND ELECTRIC MARKER TAPE ON ALL UNDERGROUND CONDUITS.4. CALL "MONTANA 811" AND COORDINATE ALL NEW UNDERGROUND UTILITIES WITH ALL NEW AND EXISTING UNDERGROUND UTILITIES, GAS, WATER, SEWER, IRRIGATION, ETC.SITE ELECTRICAL NOTES:(THESE NOTES APPLY TO ALL DRAWINGS)NOTE: POLE BASES, IN PARKING LOTS, DRIVES AND CONDTIONS WHERE THE POLE BASE ARE LESS THAN 3'-0" FROM FRONT OF CURB SHALL BE 2'-6" (MIN) ABOVE GRADE AND BACK FROM CURB A MINIMUM OF 3'-0". POLE BASES IN LOCATIONS NOT SUBJECT TO DAMAGE FROM VEHICLES, MOWING AND SNOW REMOVAL EQUIPMENT 1'-0" (MIN) ABOVE FINISHED GRADE TO KEEP BASE OUT OF SNOW. GRADERUN CONDUCTORS UPPOLE SHAFT & "TY-WRAP"24" O.C.HAND-HOLE.PROVIDE SHIMS FOR PROPERVENTILATIONBASE COVERCHAMFER CONCRETE BASE 1"@ 45° ALL AROUND TOPPOUR CONCRETE BASE, STRIPOFF SONO-TUBE FORM ABOVEGRADE, FINISH TO A SMOOTHSURFACE ABOVE GRADE.(4) HOOKED ANCHOR BOLTSAND INSTALLATION TEMPLATESUPPLIED WITH LIGHT POLE(4) #6 REBAR VERTICAL#3 REBAR TIES @ 12" O.C.CONDUIT OUT OF BASE BELOWGRADE DEPTH AS REQUIREDBY CODE#8 AWG GROUND CONDUCTORIN 3/4" PVCCADWELD GROUND RODCONNECTION5/8" DIA X 96" LONG COPPERWELDGROUND RODPOLE BASE DIAMETER SHALL BEAS REQUIRED BY LIGHT FIXTUREPOLE BEING SUPPLIED.REFER TONOTE BELOWREFER TO SPECIFICATION03 3000 CAST IN PLACE CONCRETE2'-0" DIA.6' - 0".2'-6".*REFER TONOTE BELOWGRADEISSUANCE PROJECT NUMBERCopyright © 2022 HDJ Inc. All Rights ReservedC:\1-2020 Revit Projects\2022.0023 ELEC_gregrM8QUM.rvt4/19/2023 4:39:46 PM2022.003NORTH 3RD APARTMENTSDEVCO, LLCES1.0ELECTRICAL SITELIGHTING ANDPOWER PLANN. 3RD AVENUE, BOZEMAN, MT 59715NEW APARTMENTS1" = 40'-0"ES1.0ELECTRICAL SITE PLAN1NOT TO SCALEES1.0LIGHT POLE BASE2SITE LIGHTING FIXTURE SCHEDULETYPE DESCRIPTIONLIGHTING FIXTURE LAMP PROPERTIESFINISH MOUNTING REMARKSMANUFACTURER CATALOG NUMBER LAMP TYPE VOLTAGE LOAD CCTBL1 BOLLARD LIGHT LITHONIA DSXB 12C 350 40K ASY MVOLT LED 208 16 VA 4000 K BRONZE GRADES1 POLE MOUNTED SITE LIGHT LITHONIA DSX0 LED P2 40K 70CRI TFTM MVOLT LED 208 49 VA 4000 K BRONZE POLE PROVIDE POLE, MOUNT 25FT AFG. COORDINATE MOUNTING HARDWARE WITH POLE SIZE/SHAPE.S2 POLE MOUNTED SITE LIGHT LITHONIA DSX0 LED P2 40K 70CRI T4M MVOLT LED 208 49 VA 4000 K BRONZE POLE PROVIDE POLE, MOUNT 25FT AFG. COORDINATE MOUNTING HARDWARE WITH POLE SIZE/SHAPE.S3 POLE MOUNTED SITE LIGHT LITHONIA DSX0 LED P2 40K 70CRI T5M MVOLT LED 208 49 VA 4000 K BRONZE POLE PROVIDE POLE, MOUNT 25FT AFG. COORDINATE MOUNTING HARDWARE WITH POLE SIZE/SHAPE.S4 POLE MOUNTED SITE LIGHT LITHONIA DSX0 LED P4 40K 70CRI TFTM MVOLT LED 208 93 VA 4000 K BRONZE POLE PROVIDE POLE, MOUNT 25FT AFG. COORDINATE MOUNTING HARDWARE WITH POLE SIZE/SHAPE.S5 POLE MOUNTED SITE LIGHT LITHONIA DSX0 LED P4 40K 70CRI T4M MVOLT LED 208 93 VA 4000 K BRONZE POLE PROVIDE POLE, MOUNT 25FT AFG. COORDINATE MOUNTING HARDWARE WITH POLE SIZE/SHAPE.W1 WALLPACK LITHONIA WPX1 P1 LED 40K MVOLT DDBXD LED 12011 VA 4000 K BRONZE SURFACE MOUNT 20FT AFG.W2 WALLPACK LITHONIA WPX1 P2 LED 40K MVOLT DDBXD LED 12024 VA 4000 K BRONZE SURFACE MOUNT 20FT AFG.W3 WALLPACK LITHONIA WPX2 LED 40K MVOLT DDBXD LED 120 47 VA 4000 K BRONZE SURFACE MOUNT 20FT AFG.W4 EXTERIOR ENTRY SCONCE RP LIGHTING 4425OB-17W-4K LED 120 11 VA 4000 K BRONZE SURFACE MOUNT 20FT AFG.W5 PATIO SCONCE RP LIGHTING 4407-E26LED 120 9 VA 4000 K BLACK SURFACE MOUNT 7FT AFG.NO. DATE DESCRIPTION1 2023.04.19 BIDS & PERMITSELECTRICAL KEYED NOTES# KEYED NOTEE44ROUTE UTILITY SECONDARY FEEDER CONDUCTORSUNDERGROUND TO ELECTRICAL SERVICE ENTRANCE ONBUILDING EXTERIOR.E45PROVIDE CONDUIT UNDERGRADE FOR FUTURE PHOTOVOLTAICEQUIPMENT INSTALLATION. PROVIDE HANDHOLE AT EACH END.E51PROVIDE RECEPTCLE AND COAXIAL OUTLET FOR TELEVISIONCENTERED ABOVE SINK. MOUNT 55" AFF.Red Markup for incompletesite lightingAS-BUILT P0.40.70.91.21.31.41.41.51.61.61.51.61.41.41.41.21.10.80.40.61.01.11.21.41.41.41.41.31.51.31.21.11.11.00.80.60.50.91.01.11.31.31.31.31.31.61.31.21.11.00.90.90.80.60.40.50.91.11.21.31.31.31.41.52.11.51.31.11.11.01.01.00.80.50.61.31.31.31.41.31.31.51.72.41.61.51.21.11.11.11.11.00.81.01.51.51.41.41.31.31.31.41.91.41.21.11.11.21.41.31.20.60.81.51.41.31.41.31.11.11.11.31.01.01.01.11.21.51.41.50.40.41.01.11.21.21.11.00.90.81.00.80.80.81.01.11.41.41.60.40.80.91.01.01.00.80.80.70.80.60.70.70.91.11.41.41.30.70.70.80.80.80.70.70.60.70.60.60.70.81.01.21.21.10.70.70.80.91.00.90.70.80.80.70.70.70.60.50.70.60.50.50.80.60.60.61.00.70.71.01.30.91.01.71.40.91.22.21.30.91.12.11.10.81.01.61.00.80.91.30.60.70.91.01.30.90.80.81.00.60.60.60.50.50.40.50.60.70.91.11.01.01.01.01.00.91.01.10.91.01.00.90.80.80.91.11.01.11.01.00.90.80.91.01.01.00.80.70.70.70.70.90.90.91.01.01.11.11.00.90.70.60.70.91.11.11.00.90.80.80.91.01.01.00.60.50.50.40.40.40.50.70.81.00.80.90.90.90.90.91.01.00.91.01.00.90.80.80.91.01.01.00.91.00.90.80.90.90.90.90.80.70.70.70.70.70.80.80.80.90.80.80.70.80.80.70.80.90.90.90.80.80.80.80.70.80.80.80.60.60.40.50.60.70.81.00.90.91.01.01.01.01.11.11.01.11.11.00.90.90.90.91.01.11.01.10.90.90.91.00.90.90.80.70.80.70.70.70.70.70.70.80.80.70.70.70.80.70.80.90.90.90.80.70.80.80.70.70.70.70.70.70.70.70.40.60.70.81.01.31.11.11.21.31.21.21.41.41.21.31.31.10.90.90.91.11.21.21.21.31.11.01.11.21.11.11.00.80.90.80.80.80.80.80.70.80.80.80.70.80.90.81.01.01.01.00.90.80.90.80.70.80.80.80.80.80.80.90.80.60.40.60.81.01.21.81.41.31.31.41.51.52.02.01.61.51.51.10.90.80.91.11.51.51.51.91.61.21.31.41.21.21.11.11.41.10.91.01.00.80.70.81.00.90.91.11.21.01.11.21.21.11.01.01.11.00.90.91.00.90.90.90.91.00.90.80.40.60.81.21.52.31.61.51.31.41.71.82.72.51.81.51.51.00.80.70.81.11.51.61.92.62.21.71.51.41.31.31.21.31.91.51.31.11.00.80.70.81.01.11.21.61.71.31.21.31.21.31.21.21.61.51.21.11.10.92.37.11.11.21.11.00.40.60.81.11.31.91.41.31.31.41.61.72.32.21.71.51.51.10.80.80.81.11.51.61.92.52.21.61.51.41.21.31.31.42.01.61.31.11.00.80.70.81.01.11.31.81.91.41.31.21.21.21.31.42.01.81.31.11.10.91.73.41.21.41.21.30.40.60.70.91.01.31.11.11.21.31.31.31.61.61.31.41.41.10.90.80.91.11.51.41.41.81.61.21.31.41.31.31.21.11.51.21.01.01.00.80.70.81.01.11.11.41.51.21.21.31.21.31.21.31.61.51.21.11.10.90.80.91.21.41.41.60.40.50.60.70.81.10.91.01.11.11.11.11.21.21.11.21.11.00.90.80.91.01.21.21.11.21.11.01.11.21.11.11.00.91.00.90.80.90.90.80.80.80.90.90.91.01.00.91.01.11.21.21.11.01.11.10.90.91.00.90.91.01.21.41.41.50.40.50.60.70.81.00.90.91.01.01.01.01.11.11.01.11.00.90.80.80.80.91.01.01.01.10.90.90.91.01.00.90.90.80.90.70.70.80.80.80.80.80.80.80.70.80.80.80.91.01.01.00.90.90.90.80.80.80.90.90.91.01.21.41.31.20.40.50.60.70.91.11.01.01.01.11.11.01.11.21.01.00.90.80.70.70.80.91.01.00.91.00.90.80.90.90.90.90.80.70.80.70.70.80.80.80.80.80.80.80.70.80.80.70.80.90.90.90.90.80.90.80.70.80.90.91.01.01.11.21.10.91.41.31.11.11.21.31.31.11.00.80.70.60.70.81.01.01.11.01.00.90.81.01.01.11.00.80.60.70.80.81.01.01.01.01.01.00.90.80.80.70.70.80.91.01.00.90.80.80.90.81.01.01.01.01.00.70.90.70.60.70.90.80.91.11.31.31.00.90.80.61.00.70.60.71.00.90.81.50.80.60.81.30.90.82.01.00.71.12.10.90.82.01.00.71.22.50.91.00.61.12.21.00.91.00.50.81.40.80.90.91.60.70.71.40.60.50.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.20.10.10.10.00.00.00.00.10.10.10.10.10.10.10.10.20.20.30.30.30.20.20.20.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.20.20.20.20.20.20.20.10.10.20.20.30.30.30.30.30.20.20.20.10.10.10.10.10.10.10.10.10.10.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.10.20.40.40.40.50.50.30.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.40.30.30.20.20.20.20.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.30.30.30.30.30.30.30.30.30.40.30.30.30.30.30.10.00.00.00.00.30.40.30.20.10.10.10.20.20.20.20.20.20.20.30.30.00.00.00.00.00.00.00.40.4ISSUANCE PROJECT NUMBERCopyright © 2022 HDJ Inc. All Rights ReservedC:\1-2020 Revit Projects\2022.0023 ELEC_gregrM8QUM.rvt4/19/2023 4:40:18 PM2022.003NORTH 3RD APARTMENTSDEVCO, LLCES1.1SITE LIGHTINGPHOTOMETRICCALCULATIONSN. 3RD AVENUE, BOZEMAN, MT 59715NEW APARTMENTS1" = 40'-0"ES1.1ELECTRICAL PHOTOMETRIC CALCULATIONS1PARKING LOTAVERAGE1.0 FCMAXIMUM7.1 FCMINIMUM0.4 FCMAX/MIN17.8:1 AVERAGE/MIN2.5:1 PROPERTY BOUNDARYAVERAGE0.1 FCMAXIMUM0.3 FCMINIMUM0.0 FCMAX/MINN/AAVERAGE/MINN/APARKING LOTPROPERTY BOUNDARYPHOTOMETRIC STATISTICS:NO. DATE DESCRIPTION1 2023.04.19 BIDS & PERMITSAS-BUILT FIRE-BLDG-2SCALE: 1" = 20' H 1" = 2' V476247644768477247764780476247644768477247764780FIRE-BLDG-3SCALE: 1" = 20' H 1" = 2' V47704772477647804770477247764780FIRE-BLDG-4SCALE: 1" = 20' H 1" = 2' V4770477247764780478447704772477647804784FIRE-BLDG-5SCALE: 1" = 20' H 1" = 2' V4762476447684772477647624764476847724776FIRE-BLDG-6SCALE: 1" = 20' H 1" = 2' V4766476847724776478047664768477247764780FIRE-BLDG-7SCALE: 1" = 20' H 1" = 2' V476647684772477647804784476647684772477647804784FIRE-BLDG-8SCALE: 1" = 20' H 1" = 2' V4770477247764780478447704772477647804784© NORTH 3RD APARTMENTS PREPARED FOR NORTH 3RD APARTMENTS, LLC.®BEFORE YOU DIG, CALL1-800-424-5555 C6.00FIRE PROFILE SHEET 1 1.THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES IN WRITING AND SHALL BERESPONSIBLE FOR SECURING THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFOREBEGINNING EXCAVATION. ALL UTILITIES MAY NOT BE SHOWN IN THESE PLANS.2.ALL POWER, TELEPHONE AND OTHER UTILITY POLES OR GUY WIRES WHICH INTERFERE WITHTHE CONSTRUCTION SHALL BE REMOVED OR RELOCATED BY THE UTILITY COMPANY.3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY PERMITS, INCLUDING ANYREQUIRED FEES.4.ALL STREET & TRAFFIC SIGNS THAT INTERFERE WITH CONSTRUCTION SHALL BE REMOVED &RESET BY CONTRACTOR.5.CONTRACTOR SHALL REMOVE AND REPLACE OR DISPOSE OF ANY OBSTACLE (FENCES,CONCRETE SLABS, ETC.) THAT INTERFERES WITH CONSTRUCTION UPON APPROVAL OFPROJECT ENGINEER.6.CONTRACTOR SHALL FIELD VERIFY LINE AND GRADE OF EXISTING UTILITY CONNECTIONSPRIOR TO ORDERING MATERIAL.7.ALL CONSTRUCTION SHALL CONFORM TO MPWSS (LATEST EDITION) AND CITY OF BOZEMANMODIFICATIONS TO MPWSS (LATEST EDITION).8.ANY DAMAGE TO EXISTING CURB, SIDEWALK, OR ASPHALT WILL BE REPAIRED OR REPLACEDIN KIND, UNLESS SPECIFICALLY MENTIONED OTHERWISE ON THE DRAWINGS.9.CONTRACTOR SHALL DE-WATER SITE AS NECESSARY TO INSTALL IMPROVEMENTS.GENERAL NOTES1.ALL WATER/FIRE SERVICES TO MAINTAIN A MINIMUM OF 6.5' OF COVER TO TOP OF PIPE UNLESSINSULATION IS PROVIDED AND APPROVED BY THE ENGINEER. FOR EVERY 1' OF COVER UNDER6.5', 2" OF INSULATION SHALL BE REQUIRED2.4", 6", AND 8" LINES SHALL BE ZINC-COATED CLASS 51 DUCTILE IRON AND REQUIRE V-BIOPOLYETHYLENE WRAP PER COB STD. SPEC 02660-3.3.\3.MAIN LINE AND WATER SERVICE VALVES SHALL BE A MECHANICAL JOINT X MECHANICAL JOIN(MJxMJ) FITTING. VALVES TO BE MUELLER A2360 RESILIENT WEDGE GATE VALVE UNLESSOTHERWISE NOTED ON PLANS.4.MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL SEPARATION BETWEEN OUTSIDE OFSEWER/STORM DRAINS AND WATER LINES.5.MAINTAIN A MINIMUM OF 18" VERTICAL SEPARATION BETWEEN OUTSIDE OF SEWER/STORMDRAINS AND WATER LINES.6.ANY EXISTING OR NEW VALVES WHICH CONTROL THE COB'S WATER SUPPLY SHALL BEOPERATED BY COB PERSONNEL ONLY.7.THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 24-HOURS PRIORTO BEGINNING ANY WORK.8.WHEN TAPPING TEES ARE USED FOR THE FIRE SERVICE LINE CONNECTION TO THE MAIN, THECONTRACTOR SHALL INSTALL THE TAPPING TEE AND VALVE AND THE COB SHALL MAKE THEACTUAL TAP TO THE MAIN AT THE OWNER'S EXPENSE.9.THE CONTRACTOR SHALL INSTALL MEGA LUG RESTRAINTS OR CONCRETE THRUST BLOCKS ATALL WATER LINE FITTINGS, VALVES, AND FIRE HYDRANTS. CONCRETE THRUST BLOCKS AREREQUIRED WHERE SHOWN ON PLANS.10.FIRE LINE SYSTEM SHALL BE CLASS 1.11.PER NFPA 24, THE CONTRACTOR SHALL OBTAIN A MINIMUM FLOW RATE OF 880 GPM (10FT/SEC.) FOR FLUSHING OF A 6" FIRE LINE. A MINIMUM ORIFICE SIZE OF 2.5 INCHES SHALL BEUSED, OR LARGER AS NEEDED TO MEET THE MINIMUM FLOW RATE REQUIREMENT UNDER THECURRENT WATER SYSTEM PARAMETERS.FIRE SERVICE NOTESAS-BU ILT FIRE-HYD-BLDG-5SCALE: 1" = 20' H 1" = 2' V476247644768477247764780476247644768477247764780FIRE-HYD-BLDG-6SCALE: 1" = 20' H 1" = 2' V476247644768477247764780476247644768477247764780FIRE-HYD-BLDG-7SCALE: 1" = 20' H 1" = 2' V476647684772477647804784476647684772477647804784FIRE-HYD-BLDG-8SCALE: 1" = 20' H 1" = 2' V476647684772477647804784476647684772477647804784FIRE-HYD-BLDG-4SCALE: 1" = 20' H 1" = 2' V4770477247764780478447704772477647804784FIRE-HYD-BLDG-3SCALE: 1" = 20' H 1" = 2' V4770477247764780478447704772477647804784FIRE-HYD-BLDG-2SCALE: 1" = 20' H 1" = 2' V4766476847724776478047664768477247764780FIRE-HYD-BLDG-1SCALE: 1" = 20' H 1" = 2' V4764476847724776478047644768477247764780© NORTH 3RD APARTMENTS PREPARED FOR NORTH 3RD APARTMENTS, LLC.®BEFORE YOU DIG, CALL1-800-424-5555 C6.10FIRE PROFILE SHEET 2 1.THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES IN WRITING AND SHALL BERESPONSIBLE FOR SECURING THE EXACT LOCATION OF ALL EXISTING UTILITIESBEFORE BEGINNING EXCAVATION. ALL UTILITIES MAY NOT BE SHOWN IN THESE PLANS.2.ALL POWER, TELEPHONE AND OTHER UTILITY POLES OR GUY WIRES WHICHINTERFERE WITH THE CONSTRUCTION SHALL BE REMOVED OR RELOCATED BY THEUTILITY COMPANY.3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY PERMITS,INCLUDING ANY REQUIRED FEES.4.ALL STREET & TRAFFIC SIGNS THAT INTERFERE WITH CONSTRUCTION SHALL BEREMOVED & RESET BY CONTRACTOR.5.CONTRACTOR SHALL REMOVE AND REPLACE OR DISPOSE OF ANY OBSTACLE(FENCES, CONCRETE SLABS, ETC.) THAT INTERFERES WITH CONSTRUCTION UPONAPPROVAL OF PROJECT ENGINEER.6.CONTRACTOR SHALL FIELD VERIFY LINE AND GRADE OF EXISTING UTILITYCONNECTIONS PRIOR TO ORDERING MATERIAL.7.ALL CONSTRUCTION SHALL CONFORM TO MPWSS (LATEST EDITION) AND CITY OFBOZEMAN MODIFICATIONS TO MPWSS (LATEST EDITION).8.ANY DAMAGE TO EXISTING CURB, SIDEWALK, OR ASPHALT WILL BE REPAIRED ORREPLACED IN KIND, UNLESS SPECIFICALLY MENTIONED OTHERWISE ON THEDRAWINGS.9.CONTRACTOR SHALL DE-WATER SITE AS NECESSARY TO INSTALL IMPROVEMENTS.GENERAL NOTES1.ALL WATER/FIRE SERVICES TO MAINTAIN A MINIMUM OF 6.5' OF COVER TO TOP OF PIPEUNLESS INSULATION IS PROVIDED AND APPROVED BY THE ENGINEER. FOR EVERY 1' OFCOVER UNDER 6.5', 2" OF INSULATION SHALL BE REQUIRED2.4", 6", AND 8" LINES SHALL BE ZINC-COATED CLASS 51 DUCTILE IRON AND REQUIREV-BIO POLYETHYLENE WRAP PER COB STD. SPEC 02660-3.3.\3.MAIN LINE AND WATER SERVICE VALVES SHALL BE A MECHANICAL JOINT XMECHANICAL JOIN (MJxMJ) FITTING. VALVES TO BE MUELLER A2360 RESILIENT WEDGEGATE VALVE UNLESS OTHERWISE NOTED ON PLANS.4.MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL SEPARATION BETWEEN OUTSIDE OFSEWER/STORM DRAINS AND WATER LINES.5.MAINTAIN A MINIMUM OF 18" VERTICAL SEPARATION BETWEEN OUTSIDE OFSEWER/STORM DRAINS AND WATER LINES.6.ANY EXISTING OR NEW VALVES WHICH CONTROL THE COB'S WATER SUPPLY SHALL BEOPERATED BY COB PERSONNEL ONLY.7.THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 24-HOURSPRIOR TO BEGINNING ANY WORK.8.WHEN TAPPING TEES ARE USED FOR THE FIRE SERVICE LINE CONNECTION TO THEMAIN, THE CONTRACTOR SHALL INSTALL THE TAPPING TEE AND VALVE AND THE COBSHALL MAKE THE ACTUAL TAP TO THE MAIN AT THE OWNER'S EXPENSE.9.THE CONTRACTOR SHALL INSTALL MEGA LUG RESTRAINTS OR CONCRETE THRUSTBLOCKS AT ALL WATER LINE FITTINGS, VALVES, AND FIRE HYDRANTS. CONCRETETHRUST BLOCKS ARE REQUIRED WHERE SHOWN ON PLANS.10.FIRE LINE SYSTEM SHALL BE CLASS 1.11.PER NFPA 24, THE CONTRACTOR SHALL OBTAIN A MINIMUM FLOW RATE OF 880 GPM (10FT/SEC.) FOR FLUSHING OF A 6" FIRE LINE. A MINIMUM ORIFICE SIZE OF 2.5 INCHESSHALL BE USED, OR LARGER AS NEEDED TO MEET THE MINIMUM FLOW RATEREQUIREMENT UNDER THE CURRENT WATER SYSTEM PARAMETERS.FIRE SERVICE NOTESFH: 4777.95FH: 4777.04FH: 4780.23FH: 4782.10FIRE HYD WEST FLANGE: 4771.64FIRE HYD SOUTH FLANGE: 4773.43FIRE HYD WEST FLANGE: 4771.59FIRE HYD 2.86 O/S: 4773.15AS-BU ILT C0.10 C0.20 N THIRD AVE N FOURTH AVE ASPEN STREETCOTTON WOOD STREETIVAN DRIVEWEST PEACH STREETBUILDING 2 32 UNITS 4 STORIES BUILDING 3 32 UNITS 4 STORIES BUILDING 632 UNITS 4 STORIES BUILDING 532 UNITS 4 STORIES BUILDING 732 UNITS 4 STORIES BUILDING 1CLUBHOUSE1 STORYBUILDING 4 32 UNITS 4 STORIES BUILDING 824 UNITS4 STORIES © NORTH 3RD APARTMENTS PREPARED FOR NORTH 3RD APARTMENTS, LLC.®BEFORE YOU DIG, CALL1-800-424-5555 ASD REG REGNORTHEASEMENT PLANC0.30UTILITY LEGENDPROPOSED EASEMENTPROPERTY LINE FO N THIRD AVE N FOURTH AVE ASPEN STREETWEST PEACH STREETCOTTON WOOD STREET© NORTH 3RD APARTMENTS PREPARED FOR NORTH 3RD APARTMENTS, LLC.®BEFORE YOU DIG, CALL1-800-424-5555 ASD REG REGNORTH PROPERTY LINE6' HT CHAIN-LINK PERIMETER FENCINGSILT FENCE (SC-1)TEMPORARY INTERCEPTOR SWALESAWCUT LINEAPPROXIMATE LIMITS OF WORKSTORM DRAIN INLET PROTECTION (SC-12)DEMO EXISTING SITE TREECHECK DAM SPACED EVERY 100 FEET (SC-4)CONSTRUCTION ENTRANCE (TC-1, TC-3)DEMO EXISTING CONCRETE PILESTOCKPILE STAGING AREASEDIMENT TRAP (SC-3)30 CY ROLL OFF TRASH CONTAINEREXISTING FLOWPROTECT EXISTING SITE FEATURE IN PLACEEXISTING EASEMENT TO BE RELINQUISHEDEXISTING LOTS TO BE CONSOLIDATEDCUT AND CAP EXISTING FIBER OPTIC AT PROPERTY LINE.CONTRACTOR TO CONFIRM UTILITY TYPEPROVIDE 12' DOUBLE-SWING GATE AT CONSTRUCTION ENTRANCESPUBLIC SIGN LOCATIONCITY OF BOZEMAN PUBLIC OUTFALL LOCATIONDEMO NOTES1.THIS DEMOLITION PLAN IS INTENDED TO AID THE CONTRACTOR DURING THE BIDDING AND CONSTRUCTIONPROCESS AND IS NOT INTENDED TO DEPICT EACH AND EVERY ELEMENT OF DEMOLITION. THE CONTRACTORIS RESPONSIBLE FOR IDENTIFYING THE DETAILED SCOPE OF DEMOLITION AND FOR THE DEMOLITION,REMOVAL, OR RELOCATION OF ITEMS IN CONFLICT WITH THE PROPOSED CONSTRUCTION.2.CONTRACTOR IS TO RESTORE ALL OFF-SITE DISTURBED AREAS TO EXISTING CONDITIONS AFTERCONSTRUCTION.3.LOCATIONS OF EXISTING UTILITIES ARE FOR REFERENCE ONLY. CONTRACTOR IS TO FIELD VERIFY THEHORIZONTAL AND VERTICAL LOCATIONS PRIOR TO CONSTRUCTION.4.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF WORK WITH REPRESENTATIVEUTILITY COMPANIES AND FOR THE IMPLEMENTATION OF REQUIRED UTILITY-RELATED WORK.5.THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER'S REPRESENTATIVE UPON ENCOUNTERING ANYHAZARDOUS MATERIALS DURING DEMOLITION AND/OR CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALLDOCUMENT THE SAME TO THE OWNER'S REPRESENTATIVE AND OBTAIN DIRECTION AS TO THE APPROPRIATEACTION(S) TO BE TAKEN.6.DISCONNECTION OF SERVICES AND SYSTEMS SUPPLYING UTILITIES TO BE ABANDONED OR DEMOLISHEDSHALL BE COMPLETED PRIOR TO OTHER SITE DEMOLITION IN FULL COMPLIANCE WITH APPLICABLE CODES,REGULATIONS, AND THE REQUIREMENTS OF THE UTILITY HAVING JURISDICTION. THE CONTRACTOR SHALLBE RESPONSIBLE FOR COORDINATION WITH THE UTILITY, PAYMENT OF ASSOCIATED FEES ANDPROCUREMENT OF ALL NECESSARY PERMITS.7.PRIOR TO REMOVAL OF MATERIALS OVER EXISTING UTILITY SYSTEMS, THE CONTRACTOR SHALL DOCUMENTEXISTING CONDITIONS AND, IF DIFFERENT FROM CONDITIONS AS REPRESENTED ON THE PLANS, NOTIFY THEOWNER'S REPRESENTATIVE AND OBTAIN DIRECTIONS AS TO THE APPROPRIATE ACTION(S) TO BE TAKEN.8.THE CONTRACTOR SHALL PROTECT AND PREVENT DAMAGE TO EXISTING ON-SITE UTILITY DISTRIBUTIONFACILITIES THAT ARE TO REMAIN. ACTIVE UTILITY DISTRIBUTION FACILITIES ENCOUNTERED DURINGDEMOLITION AND/OR CONSTRUCTION ACTIVITIES SHALL BE SHUT OFF AT THE SERVICE MAIN WITH THEAPPROVAL OF THE OWNER'S REPRESENTATIVE.9.DURING DEMOLITION AND/OR CONSTRUCTION ACTIVITIES, THE CONTRACTOR SHALL IMMEDIATELY NOTIFYTHE OWNER'S REPRESENTATIVE UPON ENCOUNTERING ANY EXISTING UTILITIES AND/OR UTILITY SYSTEMSTRUCTURES NOT SHOWN ON THESE PLANS. THE CONTRACTOR SHALL DOCUMENT THE SAME ANDFORWARD THE INFORMATION TO THE RESIDENT ENGINEER / OWNER'S REPRESENTATIVE, AND OBTAINDIRECTION AS TO THE APPROPRIATE ACTION(S) TO BE TAKEN.9.CONTRACTOR SHALL SECURE ALL REQUIRED CONSTRUCTION PERMITS. ANY PAVEMENT REPLACEMENTWITHIN THE RIGHT-OF-WAY SHALL MATCH THE EXISTING PAVEMENT SECTION UNLESS OTHERWISE INDICATED.10.FOR ALL UTILITIES TO BE RELOCATED, THE SERVICE SHALL NOT BE INTERRUPTED WITHOUT PRIOR WRITTENAPPROVAL FROM THE OWNER.11.CONTRACTOR IS RESPONSIBLE TO SAFEGUARD THE SITE AS NECESSARY TO PERFORM THE DEMOLITION INSUCH A MANNER AS TO PREVENT THE ENTRY OF UNAUTHORIZED PERSONS AT ANY TIME.12.THIS DEMOLITION PLAN IS INTENDED TO IDENTIFY THOSE EXISTING ITEMS/CONDITIONS WHICH ARE TO BEREMOVED. IT IS NOT INTENDED TO PROVIDE DIRECTION OTHER THAN THAT ALL METHODS AND MEANS ARE TOBE IN ACCORDANCE WITH STATE, FEDERAL, LOCAL, AND JURISDICTIONAL REQUIREMENTS. THE CONTRACTORSHALL BE RESPONSIBLE FOR ALL OSHA AND OTHER SAFETY PRECAUTIONS NECESSARY TO PROVIDE A SAFEWORK SITE.DEMOLITION AND EROSION CONTROL PLANC1.00LEGEND © NORTH 3RD APARTMENTS PREPARED FOR NORTH 3RD APARTMENTS, LLC.®BEFORE YOU DIG, CALL1-800-424-5555 ASD REG REG DEMOLITION AND EROSION CONTROL DETAILSC1.10 48"1,22 M 72"1,83 M 345 5 136 " 3455136" 34 5 5136"72"1,83 M 345 5 136 "37'-3" [11. 37M ] 29'- 7"[9.02M ]6'-2" [1.8 7M ]6'-1" [1.8 6M ]6'-3" [1.91M ] 6'[1.84M ] 6'-1" [1.8 6M]6'-2"[1.89M ]6'-1" [1.8 5M ] 3455136" 345 5 136 "4064160"4064160" 406 4 160 " 406 4 160 "6'-3"[1.90M ] RB RBRBRB RBRBRB RBRB RB RBRBRB RBRB48"1,22 M 72"1,83 M 345 5 136 " 3455136" 34 5 5136"72"1,83 M 345 5 136 "37'-3" [11. 37M ] 29'- 7"[9.02M ]6'-2" [1.8 7M ]6'-1" [1.8 6M ]6'-3" [1.91M ] 6'[1.84M ] 6'-1" [1.8 6M]6'-2"[1.89M ]6'-1" [1.8 5M ] 3455136" 345 5 136 "4064160"4064160" 406 4 160 " 406 4 160 "6'-3"[1.90M ] RB RBRBRB RBRBRB RBRB RB RBRBRB RBRB489.27(R) [S1°11'21"W] 488.83 181°11'21"(M)31.90(R) [N1°15'38"E] 31.89 001°15'38"(M)100.00(R) [S88°44'22"E] 100.00 091°15'38"(M&R) 225.00(R) [S1°11'21"W] 225.27 181°11'21"(M) N THIRD AVE NORTH FOURTH AVENUE WEST ASPENSTREET212.00(R) [N88°51'21"W] 211.92 271°08'39"(M)BUILDING 2 32 UNITS 4 STORIES BUILDING 3 32 UNITS 4 STORIES BUILDING 632 UNITS4 STORIES BUILDING 532 UNITS4 STORIESBUILDING 732 UNITS4 STORIES BUILDING 1CLUBHOUSE1 STORYBUILDING 4 32 UNITS 4 STORIES BUILDING 824 UNITS4 STORIES IVAN DRIVE DRIVE AISLE DDRIVE AISLE E DRIVE AISLE B DRIVE AISLE C DRIVE AISLE B DRIVE AISLE C DRIVE AISLE DDRIVE AISLE AWESTLAKE PARK WEST COTTONWOOD STREET 228.00(R) [S1°02'27"W] 228.31 181°02'27"(M) 454.71(R) [S1°15'38"W] 454.52 181°15'38"(M)194.03(R) [S88°47'13"E] 193.98 091°12'47"(M)506.70(R) [S88°52'32"E] 505.92 091°07'28"(M)© NORTH 3RD APARTMENTS PREPARED FOR NORTH 3RD APARTMENTS, LLC.®BEFORE YOU DIG, CALL1-800-424-5555 ASD REG REGC2.00NORTHMATCHLINE - SEE SHEET C2.10OVERALL SITE PLAN MATCHLINE - SEE SHEET C2.20LEGENDPROPERTY LINEEASEMENTSETBACK LINECEMENT CONCRETE SPILL CURB (NO. 02528-1)PAVEMENT MARKINGSCONCRETE PAVEMENTPROPOSED SNOW STORAGE AREAGRAVEL AREAPROPOSED ASPHALT MILL AND OVERLAYPROPOSED ASPHALTPROPOSED BIKE RACKCURB WITHIN PROPOSED FIRE LANE TO BE PAINTED REDPER CITY STANDARDSPROPOSED ELECTRIC TRANSFORMER37 BUILDING 1CLUBHOUSEFFE 4777.00IVAN DRIVE N THIRD AVE PROPOSED STORMCHAMBERUNDERGROUND DETENTION SYSTEM.SEE SHEETS C5.30 & C5.40ASPEN STREETDRIVE AISLE B DRIVE AISLE C DRIVE AISLE AWESTLAKE PARK BUILDING 2FFE 4778.65BUILDING 5FFE 4778.50BUILDING 1CLUBHOUSEFFE 4777.00BUILDING 3FFE 4779.75BUILDING 6FFE 4779.35© NORTH 3RD APARTMENTS PREPARED FOR NORTH 3RD APARTMENTS, LLC.®BEFORE YOU DIG, CALL1-800-424-5555 ASD REG REGNORTHGRADING PLAN (NORTH)C3.10GRADING & DRAINAGE NOTES1.ADA ACCESSIBLE SPACES ARE DESIGNED TO HAVE A MAXIMUMSLOPE OF 2.0% IN ANY DIRECTION.2.THE PROPOSED ACCESSIBLE PATH SIDEWALKS AROUND THEBUILDING AND ALONG THE PROPERTY FRONTAGES SHALL HAVE AMAXIMUM 2% CROSS SLOPE AND 5% LONGITUDINAL SLOPE.3.CONTRACTOR TO VERIFY DEPTH OF EXISTING UNDERGROUNDUTILITIES PRIOR TO PLACEMENT OF ANY PAVEMENT AND NOTIFYKIMLEY-HORN IF ANY CONFLICTS EXIST.4.TOP OF CURB SHALL BE 6" ABOVE PAVEMENT ELEVATION UNLESSOTHERWISE SPECIFIED.5.SQUARE STORM DRAIN INLETS TO BE CONSTRUCTED PER CITYSTANDARD 02720-1A.6.STORM DRAIN MANHOLES WITHIN GUTTER LINES TO BECONSTRUCTED PER CITY STANDARD PLAN 02720-1B.7.STANDARD RISER INLETS TO BE CONSTRUCTED PER CITY STANDARDPLAN 02720-2.8.STORM DRAIN MANHOLES NO WITHIN GUTTER LINES TO BECONSTRUCTED PER CITY STANDARD PLAN 02720-3.PROPERTY LINEEXISTING CONTOURPROPOSED MAJOR CONTOURPROPOSED MINOR CONTOURLIMITS OF GRADINGGRADE BREAKPROPOSED EASEMENTPROPOSED SLOPEEXISTING SLOPEPROPOSED SPOT ELEVATIONSEWER MANHOLESTORM MANHOLESTORM DRAIN INLETYARD DRAINWATER VALVEWATER METERFIRE DEPARTMENT CONNECTIONLIGHTINGCENTER OF SWALEGRADING LEGENDSPOT ELEVATION LEGENDRIMRIM ELEVATIONPPAVEMENTDBUILDING DOORBCBOTTOM OF CURBHPHIGH POINTFFEFINISHED FLOOR ELEVATIONSWALE GRASS SWALE CENTERLINETCTOP OF CURBEXEXISTINGSWSIDEWALKMEMATCH EXISTINGLPLOW POINTINV INVERT OF PIPEMATCHLINE - SEE SHEET C3.20 RB RBRBRBRB RBRBRB RB RBRBRB RB RBRBRB RB RBRBRB N THIRD AVE ASPEN STREETDRIVE AISLE DDRIVE AISLE E DRIVE AISLE B DRIVE AISLE C DRIVE AISLE DN FOURTH AVE BUILDING 3FFE 4779.75BUILDING 6FFE 4779.35BUILDING 7FFE 4783.40BUILDING 4FFE 4783.50BUILDING 8FFE 4783.50© NORTH 3RD APARTMENTS PREPARED FOR NORTH 3RD APARTMENTS, LLC.®BEFORE YOU DIG, CALL1-800-424-5555 ASD REG REGNORTHGRADING PLAN (SOUTH)C3.20MATCHLINE - SEE SHEET C3.10GRADING & DRAINAGE NOTES1.ADA ACCESSIBLE SPACES ARE DESIGNED TO HAVE A MAXIMUMSLOPE OF 2.0% IN ANY DIRECTION.2.THE PROPOSED ACCESSIBLE PATH SIDEWALKS AROUND THEBUILDING AND ALONG THE PROPERTY FRONTAGES SHALL HAVE AMAXIMUM 2% CROSS SLOPE AND 5% LONGITUDINAL SLOPE.3.CONTRACTOR TO VERIFY DEPTH OF EXISTING UNDERGROUNDUTILITIES PRIOR TO PLACEMENT OF ANY PAVEMENT AND NOTIFYKIMLEY-HORN IF ANY CONFLICTS EXIST.4.TOP OF CURB SHALL BE 6" ABOVE PAVEMENT ELEVATION UNLESSOTHERWISE SPECIFIED.5.SQUARE STORM DRAIN INLETS TO BE CONSTRUCTED PER CITYSTANDARD 02720-1A.6.STORM DRAIN MANHOLES WITHIN GUTTER LINES TO BECONSTRUCTED PER CITY STANDARD PLAN 02720-1B.7.STANDARD RISER INLETS TO BE CONSTRUCTED PER CITY STANDARDPLAN 02720-2.8.STORM DRAIN MANHOLES NO WITHIN GUTTER LINES TO BECONSTRUCTED PER CITY STANDARD PLAN 02720-3.SPOT ELEVATION LEGENDRIMRIM ELEVATIONPPAVEMENTDBUILDING DOORBCBOTTOM OF CURBHPHIGH POINTFFEFINISHED FLOOR ELEVATIONSWALE GRASS SWALE CENTERLINETCTOP OF CURBEXEXISTINGSWSIDEWALKMEMATCH EXISTINGLPLOW POINTINV INVERT OF PIPEPROPERTY LINEEXISTING CONTOURPROPOSED MAJOR CONTOURPROPOSED MINOR CONTOURLIMITS OF GRADINGGRADE BREAKPROPOSED EASEMENTPROPOSED SLOPEEXISTING SLOPEPROPOSED SPOT ELEVATIONSEWER MANHOLESTORM MANHOLESTORM DRAIN INLETYARD DRAINWATER VALVEWATER METERFIRE DEPARTMENT CONNECTIONLIGHTINGCENTER OF SWALEGRADING LEGEND BUILDING 2BUILDING 5DRIVE AISLE B DRIVE AISLE CFFE 4778.50FFE 4778.656'-2"[1.89M]4 06 4 16 0 "6'-2"[1.89M]4 06 4 16 0 "BUILDING 1CLUBHOUSEFFE 4777.00DRIVE AISLE ABUILDING 3BUILDING 6BUILDING 2BUILDING 5DRIVE AISLE B DRIVE AISLE C FFE 4778.50FFE 4778.65FFE 4779.35FFE 4779.75© NORTH 3RD APARTMENTS PREPARED FOR NORTH 3RD APARTMENTS, LLC.®BEFORE YOU DIG, CALL1-800-424-5555 ASD REG REGNORTHRAMP & ADA GRADINGC3.70ADA GRADING DETAILNTS2 ADA GRADING DETAILNTS1 ADA GRADING DETAILNTS3 SPOT ELEVATION LEGENDPPAVEMENTSWSIDEWALKNORTH BUILDING 3BUILDING 6DRIVE AISLE B DRIVE AISLE C DRIVE AISLE DFFE 4779.35FFE 4779.75BUILDING 7BUILDING 4DRIVE AISLE B DRIVE AISLE CFFE 4783.40FFE 4783.50© NORTH 3RD APARTMENTS PREPARED FOR NORTH 3RD APARTMENTS, LLC.®BEFORE YOU DIG, CALL1-800-424-5555 ASD REG REGNORTHADA GRADING DETAILNTS5 ADA GRADING DETAILNTS4 SPOT ELEVATION LEGENDPPAVEMENTSWSIDEWALKRAMP & ADA GRADINGC3.80 BUILDING 8DRIVE AISLE B DRIVE AISLE DFFE 4783.50RB RB RB RB RBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRBRB © NORTH 3RD APARTMENTS PREPARED FOR NORTH 3RD APARTMENTS, LLC.®BEFORE YOU DIG, CALL1-800-424-5555 ASD REG REG NORTHADA GRADING DETAIL6 SPOT ELEVATION LEGENDPPAVEMENTTW TOP OF WALLBW BOTTOM OF WALLSWSIDEWALKFG FINNISH GRADEME MATCH EXISTINGRAMP & ADA GRADINGC3.90NORTHLANDSCAPE BLOCK WALL DETAIL7 48"1,22 M 72"1,83M 345 5 136 " 345 5136" 345 5 136 "72"1,83 M 345 5 136 "37'-3 " [11.37M ] 29'- 7"[9.02M ]6'-2" [1.87M ]6'-1" [1.86M ]6'-3"[1.91M ] 6'[1.84M ]6'-1" [1.8 6M] 6'-2 " [1.89M ]6'-1" [1.85M ]3455136" 3455136" 406 4 16 0 " 40 6 4160" 406 4 160 " 4064160"6'-3"[1.90M ]11-68-0012-94-0012-90-0012-93-0112-67-0012-67-0012-67-0012-67-0012-93-1312-93-1312-93-1312-93-0212-93-1312-93-1312-93-1311-30-0012-93-2312-93-2412-93-2411-67-0032-15-00RB RB32-94-00RBRBRBRB RB RBRBRB RBRB RB RBRB UGEUGEUGEUGEUGEUGEUGEUGE UGEUGEN THIRD AVE N FOURTH AVE ASPEN STREETCOTTON WOOD STREETBUILDING 2FFE 4778.70BUILDING 3FFE 4780.70BUILDING 6FFE 4778.50BUILDING 5FFE 4776.30BUILDING 7FFE 4782.60BUILDING 1CLUBHOUSEFFE 4777.00BUILDING 4FFE 4783.10BUILDING 8FFE 4783.00IVAN DRIVEWEST PEACH STREETDRIVE AISLE E DRIVE AISLE B DRIVE AISLE C DRIVE AISLE DDRIVE AISLE ADRIVE AISLE B DRIVE AISLE C DRIVE AISLE D © NORTH 3RD APARTMENTS PREPARED FOR NORTH 3RD APARTMENTS, LLC.®BEFORE YOU DIG, CALL1-800-424-5555 ASD REG REGNORTHOVERALL SEWER PLANC4.00UTILITY LEGENDPROPOSED SANITARY SEWER LINEPROPOSED 8" DI WATER MAINPROPOSED STORM DRAINPROPOSED EASEMENT48" ECCENTRIC CONE TOP SEWER MANHOLEPROPOSED STORM DRAIN MANHOLEPROPOSED SQUARE STORM DRAIN INLETPROPOSED STANDARD RISER INLETPROPOSED WATER METERPROPOSED POST INDICATOR VALVEPROPOSED FIRE DEPARTMENT CONNECTIONPROPOSED FIRE HYDRANT ASSEMBLYPIPE FLOW DIRECTIONPROPOSED LIGHT POLEBOZEMAN FACILITIES MAPPROPOSED 4" PVC SIDE SEWER SERVICE @ 2.0% MINPROPOSED 6" PVC SIDE SEWER SERVICE @ 2.0% MINSEWER SERVICE CONNECTION PER COB DETAIL NO. 02730-2PROPOSED EASEMENT SEE SHEET C0.30PROPOSED 8.3' X 9.7' MECHANICAL ROOMPROPOSED BELOW GRADE INFILTRATION SYSTEM SEE SHEETC7.30EXISTING FIRE HYDRANTAIR TEST FOR PIPES, VACUUM TEST FOR MANHOLES. TARGETPRESSURE TO BE BASED ON DEPTH/GROUNDWATERCONSTRUCTION NOTES © NORTH 3RD APARTMENTS PREPARED FOR NORTH 3RD APARTMENTS, LLC.®BEFORE YOU DIG, CALL1-800-424-5555 ASD REG REGASPHALT SECTIONNTS-DETAIL SHEET 1C7.006" COMPACTED DEPTH 1" MINUS ROAD MIX12" COMPACTED DEPTH 6" MINUS GRAVEL3" COMPACTED DEPTH ASPHALT PAVEMENTASPHALT PAVEMENT SECTIONPER RECOMMENDATION BY IMEG IN GEOTECHNICAL INVESTIGATIONREPORT DATED JUNE 17, 2022. IMEG PROJECT NUMBER 220290.NATIVE SUBGRADE AT MINIMUM 96% MDDCONCRETE SECTIONNTS-9" COMPACTED DEPTH 3/4" MINUS ROCK6" PORTLAND CEMENT CONCRETECONCRETE PAVEMENT SECTIONPER RECOMMENDATION BY IMEG IN GEOTECHNICAL INVESTIGATIONREPORT DATED JUNE 17, 2022. IMEG PROJECT NUMBER 220290.NATIVE SUBGRADE COMPACTED TO UNYIELDING CONDITION © NORTH 3RD APARTMENTS PREPARED FOR NORTH 3RD APARTMENTS, LLC.®BEFORE YOU DIG, CALL1-800-424-5555 ASD REG REG DETAIL SHEET 2C7.10 © NORTH 3RD APARTMENTS PREPARED FOR NORTH 3RD APARTMENTS, LLC.®BEFORE YOU DIG, CALL1-800-424-5555 ASD REG REG DETAIL SHEET 3C7.20MANHOLE E -BACKWATER VALVE © NORTH 3RD APARTMENTS PREPARED FOR NORTH 3RD APARTMENTS, LLC.®BEFORE YOU DIG, CALL1-800-424-5555 ASD REG REG DETAIL SHEET 4C7.30 © NORTH 3RD APARTMENTS PREPARED FOR NORTH 3RD APARTMENTS, LLC.®BEFORE YOU DIG, CALL1-800-424-5555 ASD REG REG DETAIL SHEET 5C7.40 12-93-13N THIRD AVEASPEN STREET4774477647804784STATION =10+00.00ELEV = 4782.512STATION =10+00.00ELEV = 4782.539STATION =11+23.11ELEV = 4780.671STATION =11+85.18ELEV = 4780.796STATION =13+44.81ELEV = 4779.533STATION =13+44.81ELEV = 4779.548STATION =11+23.11ELEV = 4781.345N 3RD AVE LTSCALE 1"=20 H1" = 2' VSTATION =11+85.18ELEV = 4780.433© NORTH 3RD APARTMENTS PREPARED FOR NORTH 3RD APARTMENTS, LLC.®BEFORE YOU DIG, CALL1-800-424-5555 ASD REG REG NORTHMATCHLINE - SEE SHEET C8.40GENERAL NOTES1.ALL STATIONS AND OFFSETS ARE BASED ON N 3RD AVECONSTRUCTION CENTERLINE UNLESS OTHERWISE NOTED.GRADING LEGENDSPOT ELEVATION LEGENDRIMRIM ELEVATIONPPAVEMENTDBUILDING DOORBCBOTTOM OF CURBHPHIGH POINTFFEFINISHED FLOOR ELEVATIONSWALE GRASS SWALE CENTERLINETCTOP OF CURBEXEXISTINGSWSIDEWALKMEMATCH EXISTINGLPLOW POINTINV INVERT OF PIPEPROPERTY LINEEXISTING CONTOURPROPOSED MAJOR CONTOURPROPOSED MINOR CONTOURLIMITS OF GRADINGGRADE BREAKPROPOSED EASEMENTPROPOSED SLOPEEXISTING SLOPEPROPOSED SPOT ELEVATIONECCENTRIC CONE TOP SEWER MANHOLESTORM MANHOLESTORM DRAIN INLETWATER VALVEWATER METERFIRE DEPARTMENT CONNECTIONLIGHTINGHORIZONTALVERTICALN 3RD AVE CURBLINE PROFILEC8.30 ± ± ASPEN STREETN THIRD AVE4774477647804784STATION =17+14.60ELEV = 4775.186STATION =17+19.46ELEV = 4775.080STATION =15+16.53ELEV = 4777.899STATION =13+44.81ELEV = 4779.533STATION =13+44.81ELEV = 4779.548N 3RD AVE LTSCALE 1"=20 H1" = 2' VSTATION =15+16.53ELEV = 4777.693© NORTH 3RD APARTMENTS PREPARED FOR NORTH 3RD APARTMENTS, LLC.®BEFORE YOU DIG, CALL1-800-424-5555 ASD REG REG PROPERTY LINEEXISTING CONTOURPROPOSED MAJOR CONTOURPROPOSED MINOR CONTOURLIMITS OF GRADINGGRADE BREAKPROPOSED EASEMENTPROPOSED SLOPEEXISTING SLOPEPROPOSED SPOT ELEVATIONECCENTRIC CONE TOP SEWER MANHOLESTORM MANHOLESTORM DRAIN INLETWATER VALVEWATER METERFIRE DEPARTMENT CONNECTIONLIGHTINGGRADING LEGENDGENERAL NOTES1.ALL STATIONS AND OFFSETS ARE BASED ON N 3RD AVECONSTRUCTION CENTERLINE UNLESS OTHERWISE NOTED.SPOT ELEVATION LEGENDRIMRIM ELEVATIONPPAVEMENTDBUILDING DOORBCBOTTOM OF CURBHPHIGH POINTFFEFINISHED FLOOR ELEVATIONSWALE GRASS SWALE CENTERLINETCTOP OF CURBEXEXISTINGSWSIDEWALKMEMATCH EXISTINGLPLOW POINTINV INVERT OF PIPENORTHHORIZONTALVERTICALN 3RD AVE CURBLINE PROFILEC8.40MATCHLINE - SEE SHEET C8.30 TABLEBIKE RACKS (8)BENCH, TYP.PET WASTERECEPTACLERAMADAPLAY STRUCTURE (TBD)BENCH, TYP.TRASHRECEPTACLE, TYP.GRILLFIRE HYDRANTTYP.PICNIC TABLE4-FT DOG PARKFENCE, TYP.DOG PARK AREASIGHT VISIBILITYTRIANGLE, TYP.BIKE RACKS (10)BIKE RACKS (5)ENTRY MONUMENTSOLID CEDAR WOODPRIVACY FENCE("FINISHED" SIDE OUT), TYP.TRANSITION FROM ORNAMENTALPROPERTY LINEORNAMENTAL VIEWFENCE ("FINISHED"SIDE OUT), TYP.BENCHESTYP.BUILDING #2 BUILDING #5 BUILDING #1CLUB HOUSEBUILDING #6 BUILDING #3 TABLEBENCHESTYP.5.0' SIDE SETBACKWESTLAKE PARK EXISTING 60.5'RIGHT OF WAY20.0' REARSETBACK15.0' FRONTSETBACK15.0' FRONTSETBACKN THIRD AVE WEST ASPENSTREET70' TYP.70' TYP.70' TYP.70' TYP.WOOD CHIPS RING AT BOULEVARDTREES, 3' DIA., 3" DEPTH, TYP.PATIO, TYP.PATIO,TYP.UTILITYMETER, TYP.UTILITYMETER, TYP.UTILITYMETER, TYP.UTILITYMETER, TYP.UTILITY METER, TYP.BIKE RACKS (5)DOG PARK ENTRYVESTIBULETRASH ENCLOSUREPROPOSED EMERGENCY ACCESS GATE,SEE CIVIL SHEET C6.40ACE NBZAcer x freemanii 'Autumn Blaze'ACE TATAcer tataricumGLE IN4Gleditsia triacanthos inermisMAL DOLMalus x `Dolgo`PRU VIRPrunus virginiana `Schubert`PYR USSPyrus ussuriensis 'Bailfrost'TCTilia cordataACE NBZAcer x freemanii 'Autumn Blaze'ACE TATAcer tataricumGLE IN4Gleditsia triacanthos inermisMAL DOLMalus x `Dolgo`PRU VIRPrunus virginiana `Schubert`PYR USSPyrus ussuriensis 'Bailfrost'TCTilia cordataCODEBOTANICAL NAMECODEBOTANICAL NAMEAutumn Blaze MapleTatarian MapleThornless Honey LocustDolgo CrabappleSchubert ChokecherryMountain Frost® Ussurian PearLittleleaf LindenAutumn Blaze MapleTatarian MapleThornless Honey LocustDolgo CrabappleSchubert ChokecherryMountain Frost® Ussurian PearLittleleaf LindenCOMMON NAMECOMMON NAME1.5" Cal.B&B1" Cal.B&B1.5" Cal.B&B1" Cal.B&B1" Cal.B&B1.5" Cal.B&B1.5" Cal.B&B1.5" Cal.B&B1" Cal.B&B1.5" Cal.B&B1" Cal.B&B1" Cal.B&B1.5" Cal.B&B1.5" Cal.B&BJUN SCOJuniperus scopulorumJUN SK2Juniperus scopulorum 'Skyrocket'PIN FLEPinus flexilis `Vanderwolf`s Pyramid`JUN SCOJuniperus scopulorumJUN SK2Juniperus scopulorum 'Skyrocket'PIN FLEPinus flexilis `Vanderwolf`s Pyramid`Rocky Mountain JuniperSkyrocket JuniperVanderwolf`s Pyramid Limber PineRocky Mountain JuniperSkyrocket JuniperVanderwolf`s Pyramid Limber PineBER THUBerberis thunbergiiCAL STCCalamagrostis x acutiflora 'Stricta'CAR BMSCaryopteris x clandonensis `Blue Mist`COR SIBCornus alba 'Sibirica'BER THUBerberis thunbergiiCAL STCCalamagrostis x acutiflora 'Stricta'CAR BMSCaryopteris x clandonensis `Blue Mist`COR SIBCornus alba 'Sibirica'Japanese BarberryKarl Foerster Feather Reed GrassBlue Mist BluebeardRedtwig DogwoodJapanese BarberryKarl Foerster Feather Reed GrassBlue Mist BluebeardRedtwig DogwoodDECIDUOUS TREESDECIDUOUS TREESEVERGREEN TREESEVERGREEN TREESSHRUBSSHRUBSFOR MEAForsythia x 'Meadowlark'JUN HORJuniperus horizontalisLON MINLonicera x xylosteoides `Miniglobe`PHY DONPhysocarpus opulifolius `Donna May`RHU GRORhus aromatica `Gro-Low`RIB GOLRibes aureumTAX HICTaxus x media 'Hicksii'FOR MEAForsythia x 'Meadowlark'JUN HORJuniperus horizontalisLON MINLonicera x xylosteoides `Miniglobe`PHY DONPhysocarpus opulifolius `Donna May`RHU GRORhus aromatica `Gro-Low`RIB GOLRibes aureumTAX HICTaxus x media 'Hicksii'Meadowlark ForsythiaCreeping JuniperMiniglobe HoneysuckleLittle Devil™ Dwarf NinebarkGro-Low Fragrant SumacGolden CurrantHicks Anglo-Japanese YewMeadowlark ForsythiaCreeping JuniperMiniglobe HoneysuckleLittle Devil™ Dwarf NinebarkGro-Low Fragrant SumacGolden CurrantHicks Anglo-Japanese YewECH PIXEchinacea x 'CBG Cone 2'GAI GRFGaillardia x grandifloraHEM OROHemerocallis x 'Stella de Oro'PER ABRPerovskia abrotanoidesECH PIXEchinacea x 'CBG Cone 2'GAI GRFGaillardia x grandifloraHEM OROHemerocallis x 'Stella de Oro'PER ABRPerovskia abrotanoidesPixie Meadowbrite® Purple ConeflowerBlanketflowerStella de Oro DaylilyRussian SagePixie Meadowbrite® Purple ConeflowerBlanketflowerStella de Oro DaylilyRussian Sage--Turf Sod--Turf SodKentucky Blue GrassKentucky Blue GrassNotShownNotShown 3" DepthNote: in all landscape areas and 3' barkmulch rings around trees in turf. 3" DepthNote: in all landscape areas and 3' barkmulch rings around trees in turf.Bark MulchBark MulchCONTAINERSIZEQTYCONTAINERSIZEQTYCONTAINERSIZEQTYCONTAINERSIZEQTYSHRUBSSHRUBSCOMMON NAMECOMMON NAMECODEBOTANICAL NAMECODEBOTANICAL NAME8` Ht.B&B8` Ht.B&B8` Ht.B&B8` Ht.B&B8` Ht.B&B8` Ht.B&B3 gal.3 gal.3 gal.3 gal.3 gal.3 gal.3 gal.3 gal.3 gal.3 gal.3 gal.3 gal.3 gal.3 gal.3 gal.3 gal.3 gal.3 gal.3 gal.3 gal.3 gal.3 gal.1 gal.1 gal.1 gal.1 gal.1 gal.1 gal.1 gal.1 gal.---32,101 sf---32,101 sf 3" Depth 30,415 sf 3" Depth 30,415 sf2424303025259912122222222211111231231414154154233233628628383821218787281281757510110123231717161161245245228228213213© NORTH 3RD APARTMENTS PREPARED FOR NORTH 3RD APARTMENTS, LLC.®BEFORE YOU DIG, CALL1-800-424-5555 ASD REG REG 07/28/2023NORTHMATCHLINE - SEE SHEET L1.10LANDSCAPE PLANL1.00ALL PLANTING AREAS WILL BE WATERED WITH AN AUTOMATIC UNDERGROUND IRRIGATIONSYSTEM. THE IRRIGATION CONTROLLER WILL INCLUDE SENSORS TO MONITOR AND REGULATEWATERING DURING TIMES OF RAIN AND FREEZING TEMPERATURES. TURF AREAS WILL BEWATERED WITH WATER-EFFICIENT MATCHED PRECIPITATION RATE SPRAY NOZZLES. TREESAND SHRUBS WILL BE WATERED WITH WATER-EFFICIENT, POINT-SOURCE DRIP IRRIGATIONCOMPONENTS.IRRIGATION SYSTEMSITE FURNITUREDESCRIPTIONQTYBENCH16PICNIC BENCHADIRONDACK CHAIRRAMADATRASH RECEPTACLEPET WASTE RECEPTACLEGRILLTABLEBAG TOSSBIKE RACK1424531121NOTES:1.OVER AN UNDERLAYMENT OF 1 DEWITT PRO5 WEEDBARRIER. SUBMIT SAMPLE TO OWNER'S REPRESENTATIVEFOR APPROVAL. MULCH SHALL BE LAID AT A DENSITY SOTHAT NO LANDSCAPE FABRIC IS VISIBLE.2.ALL LANDSCAPE AREAS SHALL RECEIVE 3 INCHES OFSHREDDED ORGANIC HARDWOOD BARK MULCH.LANDSCAPE REQUIREMENTS38.550.50.B. DROUGHT TOLERANT SPECIESREQUIREDPROVIDEDMINIMUM 75% OF TREE AND SHRUB SPECIES 75%75%TO BE SELECTED FROM PROVIDED MONTANA 7.5 trees9 treesLANDSCAPE ASSOCIATION'S DROUGHT 8 shrubs8 shrubsTOLERANT PLANTS FOR THE MONTANALANDSCAPE38.550.050.C. PARKING LOT LANDSCAPINGREQUIREDPROVIDEDLARGE CANOPY TREES (1 PER 9 SPACES):24 (216 SPACES)31ALL SPACES WITHIN 70' OF A TREE:REQUIREDPROVIDED (AS SHOWN)ALL TREES MINIMUM 3' FROM CURB:REQUIREDPROVIDED (AS SHOWN)MINIMUM 20 SF INTERIOR LANDSCAPE SPACEPER PARKING SPACE5,420 SF (271 SPACES) 6,05938.550.50.C. BIKE PARKINGREQUIREDPROVIDED10% OF REQUIRED VEHICULAR32 (318 SPACES)33PARKING SPOTS38.550.50.E. STREET FRONTAGE LANDSCAPINGREQUIREDPROVIDEDLARGE CANOPY TREES (1 PER 50 LF):3RD AVENUE11 (534 LF)11COTTON WOOD ST3 (130 LF)538.550.50.J BUFFER LANDSCAPINGREQUIREDPROVIDEDTREES (1 PER 50 LF):SOUTH BUFFER 10 (488 LF)11WEST BUFFER5 (228 LF)6THE MAINTENANCE OF ALL LANDSCAPE AREAS WITHIN THE RIGHT-OF-WAY IS THERESPONSIBILITY OF THE PROPERTY OWNER.RIGHT-OF-WAY LANDSCAPE MAINTENANCE1.SHRUB PLANTING BEDS SHALL BE SHOVEL EDGED TO CREATE A DISTINCT SEPARATIONOF LANDSCAPE TYPES, UNLESS OTHERWISE NOTED.SHOVELED EDGEOPEN SPACE REQUIREMENTS:SEE OPEN SPACE PLANPLANT LEGENDH x S40' x 30'15' X 15'35' x 25'25' x 20'20' x 15'30' x 20'50' x 35'DRGHT TOL.NYYYYYYYYYYNYNH x SDRGHT TOL.YYYYYYN30' x 10'15' X 2'20' x 10'4' x 5'4' X 3'3' x 3'4' x 3'8' x 9'1' X 6'3' x 4'4' x 4'2' x 6'6' x 8'10' x 4'1' x 1'2' X 2'1' x 1'4' x 4'PR #1 2023.12.196 UGEUGEUGEUGEBUILDING #7 BUILDING #4 BUILDING #8 BUILDING #6 BUILDING #3 WEST COTTONWOOD STREETN THIRD AVE N FOURTH AVE 12-67-0012-93-1312-93-1312-93-1312-93-0212-93-1311-67-0032-15-00RB RBRB32-94-00RBRB RBRBRB RB RBRBRB RB RBRBRBRB RBRBRB20.0' REARSETBACK5.0' SIDE SETBACK 5.0' SIDESETBACKEXISTING 60.0'RIGHT OF WAYEXISTING 61.0'RIGHT OF WAY20.0' REARSETBACK20.0' REAR SETBACK15.0' FRONTSETBACKFIRE HYDRANTTYP.PROPERTYLINEBIKE RACKTRASHENCLOSUREORNAMENTALVIEW FENCE("FINISHED" SIDEOUT), TYP.SOLID CEDARWOOD PRIVACYFENCE("FINISHED"SIDE OUT), TYP.ORNAMENTALVIEW FENCE("FINISHED" SIDEOUT), TYP.SOLIDCEDARWOODPRIVACYFENCE("FINISHED"SIDE OUT),TYP.ELECTRICALPANEL, TYP.SIGHT VISIBILITYTRIANGLE, TYP.FIRE HYDRANTTYP.ELECTRICALPANEL, TYP.ELECTRICALPANEL, TYP.SOLID CEDAR WOODPRIVACY FENCE("FINISHED" SIDE OUT),TYP.SYMBOLQTYBOTANICAL NAMECOMMON NAMECONTCALEVERGREEN TREES14JUNIPERUS SCOPULORUMROCKY MOUNTAIN JUNIPER8` HT.B&B19JUNIPERUS SCOPULORUM 'SKYROCKET'SKYROCKET JUNIPER6' HT MINB&B99JUNIPERUS SCOPULORUM 'SKYROCKET'SKYROCKET JUNIPER8` HT.B&B6JUNIPERUS SCOPULORUM 'WICHITA BLUE'WICHITA BLUE JUNIPER8` HT.B&B10PINUS FLEXILIS `VANDERWOLF`S PYRAMID`VANDERWOLF`S PYRAMID LIMBER PINE8` HT.B&B26TAXUS X MEDIA 'HICKSII'HICKS ANGLO-JAPANESE YEW6' HT MINB&BDECIDUOUS TREES24ACER TATARICUMTATARIAN MAPLE1" CAL.B&B30ACER X FREEMANII 'AUTUMN BLAZE'AUTUMN BLAZE MAPLE1.5" CAL.B&B25GLEDITSIA TRIACANTHOS INERMISTHORNLESS HONEY LOCUST1.5" CAL.B&B9MALUS X `DOLGO`DOLGO CRABAPPLE1" CAL.B&B12PRUNUS VIRGINIANA `SCHUBERT`SCHUBERT CHOKECHERRY1" CAL.B&B22PYRUS USSURIENSIS 'BAILFROST'MOUNTAIN FROST® USSURIAN PEAR1.5" CAL.B&B22TILIA CORDATALITTLELEAF LINDEN1.5" CAL.B&BSYMBOLQTYBOTANICAL NAMECOMMON NAMECONTSPACINGSHRUBS150BERBERIS THUNBERGIIJAPANESE BARBERRY3 GAL.218CALAMAGROSTIS X ACUTIFLORA 'STRICTA'KARL FOERSTER FEATHER REED GRASS3 GAL.609CARYOPTERIS X CLANDONENSIS `BLUE MIST`BLUE MIST BLUEBEARD3 GAL.32CORNUS ALBA 'SIBIRICA'REDTWIG DOGWOOD3 GAL.15FORSYTHIA X 'MEADOWLARK'MEADOWLARK FORSYTHIA3 GAL.42ILEX CRENATAJAPANESE HOLLY5 GAL3` OC82JUNIPERUS HORIZONTALISCREEPING JUNIPER3 GAL.256LONICERA X XYLOSTEOIDES `MINIGLOBE`MINIGLOBE HONEYSUCKLE3 GAL.69PHYSOCARPUS OPULIFOLIUS `DONNA MAY`LITTLE DEVIL™ DWARF NINEBARK3 GAL.95RHUS AROMATICA `GRO-LOW`GRO-LOW FRAGRANT SUMAC3 GAL.15RIBES AUREUMGOLDEN CURRANT3 GAL.12TAXUS X MEDIA 'HICKSII'HICKS ANGLO-JAPANESE YEW3 GAL.PERENNIALS161ECHINACEA X 'CBG CONE 2'PIXIE MEADOWBRITE® PURPLE CONEFLOWER1 GAL.245GAILLARDIA X GRANDIFLORABLANKETFLOWER1 GAL.227HEMEROCALLIS X 'STELLA DE ORO'STELLA DE ORO DAYLILY1 GAL.213PEROVSKIA ABROTANOIDESRUSSIAN SAGE1 GAL.SYMBOLQTYBOTANICAL NAMECOMMON NAMECONTSIZEMATERIALS31,520 SFTURF SODKENTUCKY BLUE GRASS---PLANT SCHEDULESYMBOLQTYBOTANICAL NAMECOMMON NAMECONTCALEVERGREEN TREES14JUNIPERUS SCOPULORUMROCKY MOUNTAIN JUNIPER8` HT.B&B19JUNIPERUS SCOPULORUM 'SKYROCKET'SKYROCKET JUNIPER6' HT MINB&B99JUNIPERUS SCOPULORUM 'SKYROCKET'SKYROCKET JUNIPER8` HT.B&B6JUNIPERUS SCOPULORUM 'WICHITA BLUE'WICHITA BLUE JUNIPER8` HT.B&B10PINUS FLEXILIS `VANDERWOLF`S PYRAMID`VANDERWOLF`S PYRAMID LIMBER PINE8` HT.B&B26TAXUS X MEDIA 'HICKSII'HICKS ANGLO-JAPANESE YEW6' HT MINB&BDECIDUOUS TREES24ACER TATARICUMTATARIAN MAPLE1" CAL.B&B30ACER X FREEMANII 'AUTUMN BLAZE'AUTUMN BLAZE MAPLE1.5" CAL.B&B25GLEDITSIA TRIACANTHOS INERMISTHORNLESS HONEY LOCUST1.5" CAL.B&B9MALUS X `DOLGO`DOLGO CRABAPPLE1" CAL.B&B12PRUNUS VIRGINIANA `SCHUBERT`SCHUBERT CHOKECHERRY1" CAL.B&B22PYRUS USSURIENSIS 'BAILFROST'MOUNTAIN FROST® USSURIAN PEAR1.5" CAL.B&B22TILIA CORDATALITTLELEAF LINDEN1.5" CAL.B&BSYMBOLQTYBOTANICAL NAMECOMMON NAMECONTSPACINGSHRUBS150BERBERIS THUNBERGIIJAPANESE BARBERRY3 GAL.218CALAMAGROSTIS X ACUTIFLORA 'STRICTA'KARL FOERSTER FEATHER REED GRASS3 GAL.609CARYOPTERIS X CLANDONENSIS `BLUE MIST`BLUE MIST BLUEBEARD3 GAL.32CORNUS ALBA 'SIBIRICA'REDTWIG DOGWOOD3 GAL.15FORSYTHIA X 'MEADOWLARK'MEADOWLARK FORSYTHIA3 GAL.42ILEX CRENATAJAPANESE HOLLY5 GAL3` OC82JUNIPERUS HORIZONTALISCREEPING JUNIPER3 GAL.256LONICERA X XYLOSTEOIDES `MINIGLOBE`MINIGLOBE HONEYSUCKLE3 GAL.69PHYSOCARPUS OPULIFOLIUS `DONNA MAY`LITTLE DEVIL™ DWARF NINEBARK3 GAL.95RHUS AROMATICA `GRO-LOW`GRO-LOW FRAGRANT SUMAC3 GAL.15RIBES AUREUMGOLDEN CURRANT3 GAL.12TAXUS X MEDIA 'HICKSII'HICKS ANGLO-JAPANESE YEW3 GAL.PERENNIALS161ECHINACEA X 'CBG CONE 2'PIXIE MEADOWBRITE® PURPLE CONEFLOWER1 GAL.245GAILLARDIA X GRANDIFLORABLANKETFLOWER1 GAL.227HEMEROCALLIS X 'STELLA DE ORO'STELLA DE ORO DAYLILY1 GAL.213PEROVSKIA ABROTANOIDESRUSSIAN SAGE1 GAL.SYMBOLQTYBOTANICAL NAMECOMMON NAMECONTSIZEMATERIALS31,520 SFTURF SODKENTUCKY BLUE GRASS---PLANT SCHEDULESYMBOLDESCRIPTIONQTY11 EQUIPMENTRAMADA SHELTER, NATURAL STRUCTURES MODEL #98-102-3T-SPSB-SS,MATERIAL: STEEL, COLOR: BROWN/BLACK, MODIFIED: 6" X 6" SURFACE MOUNTPOWDER COATED STEEL POSTS (STANDARD COLORS), 45 LB PSF SNOW LOAD,90 MPH CLASS C WIND LOAD, 12'X12' NOTE: SEE ARCHITECTURE FOR COLOR1CORNHOLE BAG TOSS, TUPELO MODEL #8750-830MATERIAL: COMPOSITE, COLOR: GREY/GREEN, 2X4'4PLAY STRUCTURE, PLAYWORLD MODEL #350-1832, COLOR: VARIED, SIZE: 17' 4'' ×25' 2'' × 11' 5''112 FURNISHINGSBENCH WITH BACK REST, ULINE MODEL #H-2294BL-P, MATERIAL: METAL, COLOR:BLACK, 72 X 12 X 31" INCLUDED: BENCH MOUNTING HARDWARE11COVERED GRILL WITH SHELF, EMBER AND ASH MODEL #: 899456, MATERIAL:STEEL, COLOR: BLACK, GRILL GATE SIZE: 21X15"1ROUND ADA PICNIC TABLE, ULINE MODEL #H-10001BL, MATERIAL: METAL,COLOR: BLACK, 81 X 81 X 31"2ADIRONDACK CHAIR, ULINE MODEL #H-10778BL. MATERIAL: RECYCLED PLASTIC,COLOR: BLACK, 33 X 30 X 36"45 LOOP BIKE RACK (7 CAPACITY), ULINE MODEL #H-2544BL, MATERIAL: STEEL,COLOR: BLACK, 68 X 2 1/2 X 39" INCLUDED MOUNTING HARDWARE9DOG WASTE SYSTEM (SIGH, DISPENSER, RECEPTACLE, POST) ULINE MODEL#H-2898, H-2897, H-3491, H-1662, MATERIAL: METAL, COLOR: GREEN, 10 GAL.CAPACITY1TRASH RECEPTACLE ULINE MODEL #H-5154BL, MATERIAL: HDPE, COLOR: BLACK,CAPACITY: 32 GAL, 24X37"2METAL ADA PICNIC TABLE, ULINE MODEL #H-9130GR, COLOR: GREY, 72 X 62 X29" NOT INCLUDED: PICNIC TABLE MOUNTING HARDWARE. INCLUDED: PICNICTABLE MOUNTING HARDWARE132 EXTERIOR IMPROVEMENTSDECOMPOSED CRUSHED ROCK 3/8"100 SFTREE ROOT BARRIERTYPAR BIOBARRIERINSTALL 5 FT UNDER ROOT BALL ABOVE DRAIN LINE, 39 INCHES WIDE64 LF11-30-0011-67-0011-68-0012-67-0012-90-0012-93-0112-93-0212-93-1312-93-2312-93-2412-94-00RBREFERENCE NOTES SCHEDULE© NORTH 3RD APARTMENTS PREPARED FOR NORTH 3RD APARTMENTS, LLC.®BEFORE YOU DIG, CALL1-800-424-5555 ASD REG REG 07/28/2023NORTHL1.1- LANDSCAPE PLANL1.1ALL PLANTING AREAS WILL BE WATERED WITH AN AUTOMATIC UNDERGROUND IRRIGATIONSYSTEM. THE IRRIGATION CONTROLLER WILL INCLUDE SENSORS TO MONITOR AND REGULATEWATERING DURING TIMES OF RAIN AND FREEZING TEMPERATURES. TURF AREAS WILL BEWATERED WITH WATER-EFFICIENT MATCHED PRECIPITATION RATE SPRAY NOZZLES. TREESAND SHRUBS WILL BE WATERED WITH WATER-EFFICIENT, POINT-SOURCE DRIP IRRIGATIONCOMPONENTS.IRRIGATION SYSTEMLANDSCAPE REQUIREMENTS38.550.50.B. DROUGHT TOLERANT SPECIESREQUIREDPROVIDEDMINIMUM 75% OF TREE AND SHRUB SPECIES 75%75%TO BE SELECTED FROM PROVIDED MONTANA 7.5 trees9 treesLANDSCAPE ASSOCIATION'S DROUGHT 8 shrubs8 shrubsTOLERANT PLANTS FOR THE MONTANALANDSCAPE38.550.050.C. PARKING LOT LANDSCAPINGREQUIREDPROVIDEDLARGE CANOPY TREES (1 PER 9 SPACES):24 (216 SPACES)31ALL SPACES WITHIN 70' OF A TREE:REQUIREDPROVIDED (AS SHOWN)ALL TREES MINIMUM 3' FROM CURB:REQUIREDPROVIDED (AS SHOWN)MINIMUM 20 SF INTERIOR LANDSCAPE SPACEPER PARKING SPACE5,420 SF (271 SPACES) 6,05938.550.50.C. BIKE PARKINGREQUIREDPROVIDED10% OF REQUIRED VEHICULAR32 (318 SPACES)33PARKING SPOTS38.550.50.E. STREET FRONTAGE LANDSCAPINGREQUIREDPROVIDEDLARGE CANOPY TREES (1 PER 50 LF):3RD AVENUE11 (534 LF)11COTTON WOOD ST3 (130 LF)538.550.50.J BUFFER LANDSCAPINGREQUIREDPROVIDEDTREES (1 PER 50 LF):SOUTH BUFFER 10 (488 LF)11WEST BUFFER5 (228 LF)6THE MAINTENANCE OF ALL LANDSCAPE AREAS WITHIN THE RIGHT-OF-WAY IS THERESPONSIBILITY OF THE PROPERTY OWNER.RIGHT-OF-WAY LANDSCAPE MAINTENANCE1.SHRUB PLANTING BEDS SHALL BE SHOVEL EDGED TO CREATE A DISTINCT SEPARATIONOF LANDSCAPE TYPES, UNLESS OTHERWISE NOTED.SHOVELED EDGEOPEN SPACE REQUIREMENTS:SEE OPEN SPACE PLAN88NOTES:1.OVER AN UNDERLAYMENT OF 1 DEWITT PRO5 WEED BARRIER.SUBMIT SAMPLE TO OWNER'S REPRESENTATIVE FORAPPROVAL. MULCH SHALL BE LAID AT A DENSITY SO THAT NOLANDSCAPE FABRIC IS VISIBLE.2.ALL LANDSCAPE AREAS SHALL RECEIVE 3 INCHES OFSHREDDED ORGANIC HARDWOOD BARK MULCH.3.CONTRACTOR TO FIELD LOCATE HVAC LOUVERS TO VERIFYPLANTING LOCATIONS PROVIDE ADEQUATE SCREENING.CONTRACTOR TO NOTIFY ENGINEER OF DISCREPANCIES.88888888888888888888888888888888ASI #9 3/16/2025 © NORTH 3RD APARTMENTS PREPARED FOR NORTH 3RD APARTMENTS, LLC.®BEFORE YOU DIG, CALL1-800-424-5555 ASD REG REG 07/28/2023 1.ALL WORK SHALL BE CONFINED TO LIMITS OF CONSTRUCTION AS SHOWN ON PLANS.2.SITE GRADING NECESSITATED BY THE WORK AS IT PROGRESSES AND NOT SPECIFICALLY CALLED OUT ON THE PLANS SHALLBE CONSIDERED INCIDENTAL WORK.3.CONTRACTOR SHALL COORDINATE AND BE IN COMPLIANCE WITH ALL STATE AND LOCAL MUNICIPALITIES AS WARRANTED.4.CONTRACTOR IS TO REVIEW PLANS, VERIFY SITE CONDITIONS AND PLANT QUANTITIES PRIOR TO INSTALLATION. ANYDISCREPANCIES FOUND BETWEEN THE DRAWINGS AND SPECIFICATIONS AND EXISTING SITE CONDITIONS OR ANYINCONSISTENCIES OR AMBIGUITIES IN DRAWINGS OR SPECIFICATIONS SHALL BE IMMEDIATELY REPORTED TO THE LANDSCAPEARCHITECT, IN WRITING, WHO SHALL PROMPTLY ADDRESS SUCH INCONSISTENCIES OR AMBIGUITIES. WORK DONE BY THECONTRACTOR AFTER HIS DISCOVERY OF SUCH DISCREPANCIES, INCONSISTENCIES, OR AMBIGUITIES SHALL BE DONE AT THECONTRACTOR'S RISK.5.DEVIATION FROM THESE PLANS AND NOTES WITHOUT THE PRIOR CONSENT OF THE OWNER, OR THE LANDSCAPE ARCHITECTMAY BE CAUSE FOR THE WORK TO BE DESIGNATED UNACCEPTABLE.6.THE CONTRACTOR ACKNOWLEDGES & AGREES THAT THE WORK IS ENTIRELY AT HIS RISK UNTIL SITE IS ACCEPTED, AND HEWILL BE HELD RESPONSIBLE FOR ITS SAFETY BY THE OWNER.7.THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE DAMAGE OR LOSS OF ANY REFERENCE POINTS AND HUBS DURINGTHE CONSTRUCTION OF HIS WORK, AND SHALL BEAR THE COST OF REPLACING SAME.8.THE CONTRACTOR IS RESPONSIBLE FOR HORIZONTALLY AND VERTICALLY LOCATING AND PROTECTING ALL PUBLIC ANDPRIVATE UTILITIES WHICH LIE IN OR ADJACENT TO THE CONSTRUCTION SITE AT LEAST 48 HOURS PRIOR TO ANY DEMOLITION,GRADING, OR CONSTRUCTION ACTIVITY.9.THE CONTRACTOR SHALL SALVAGE AND PROTECT ALL EXISTING POWER POLES, SIGNS, MANHOLES, TELEPHONE RISERS,WATER VALVES, ETC., DURING ALL CONSTRUCTION PHASES UNLESS NOTED OTHERWISE. THE CONTRACTOR SHALL REPAIR,AT HIS OWN EXPENSE, ANY EXISTING UTILITIES DAMAGED DURING CONSTRUCTION.10.ANY FOREIGN ITEM FOUND DURING CONSTRUCTION IS THE PROPERTY OF THE OWNER. THIS INCLUDES, BUT IS NOT LIMITEDTO, PRECIOUS METALS, COINS, PAPER CURRENCY, ARTIFACTS AND ANTIQUITIES.11.CONTRACTOR IS RESPONSIBLE FOR VERIFYING AND/OR OBTAINING ALL REQUIRED PERMITS AND APPROVALS PRIOR TOCOMMENCING CONSTRUCTION.12.CONTRACTOR IS TO MAINTAIN CONTROLLED PEDESTRIAN AND ADA ACCESS THROUGH ALL AREAS OF THE SITE THROUGHOUTCONSTRUCTION PERIOD.13.MAINTAIN THE SITE IN A NEAT AND ORDERLY CONDITION AT ALL TIMES. DAILY, AND MORE OFTEN IF NECESSARY, INSPECT &AND PICK UP ALL SCRAP, DEBRIS, & WASTE MATERIAL.14.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE ALL MUD, DIRT, MULCH AND OTHER MATERIALS TRACKED ONTOANY PRIVATE OR PUBLIC STREETS OR SIDEWALKS. THE CONTRACTOR MUST CLEAN THESE DAILY, IF NECESSARY. THECONTRACTOR MUST USE WATER OR OTHER ACCEPTABLE METHODS TO KEEP AIRBORNE DUST TO A REQUIRED MINIMUM.15.PROVIDE PROTECTION TO ALL FINISHED WORK. MAINTAIN SURFACES CLEAN, UNMARRED, AND SUITABLY PROTECTED UNTILACCEPTANCE BY OWNER.16.THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGE RESULTING FROM CONSTRUCTION ACTIVITY TOEXISTING ELEMENTS THAT ARE TO REMAIN.17.EROSION CONTROL MEASURES (IE: SILT FENCING AND SEDIMENT CONTROL) SHALL BE MAINTAINED BY THE CONTRACTOR PERCIVIL SPECIFICATIONS. ANY EROSION CONTROL MEASURES DAMAGED BY THE CONTRACTOR SHALL BE REPLACED PER CIVILSPECIFICATIONS.18.PLANT QUANTITIES LISTED IN THE PLANT LEGEND ARE FOR THE CONVENIENCE OF THE CONTRACTOR. THE CONTRACTORSHALL DO THEIR OWN TAKE-OFFS AND BASE BID ACCORDINGLY.19.ALL PLANT MATERIAL SHALL BE HEALTHY, VIGOROUS, WELL BRANCHED, AND DENSELY FOLIATED (WHEN IN-LEAF) AS ISTYPICAL FOR THE SPECIES. THEY SHALL HAVE HEALTHY, WELL DEVELOPED STANDARDS, AND FREE OF ANY BRUISES, CUTS OROTHER ABNORMALITIES. PLANT MATERIAL SHALL BE SIZED IN ACCORDANCE WITH THE AMERICAN STANDARD FOR NURSERYSTOCK, LATEST EDITION, PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMAN.20.OWNERS REPRESENTATIVE RESERVES THE RIGHT TO REJECT ANY PLANT MATERIAL DEEMED UNACCEPTABLE.21.LANDSCAPE CONTRACTOR TO TAG AND HOLD ALL PLANT MATERIAL A MINIMUM OF 30 DAYS PRIOR TO DATE OF INSTALLATION.ALL PLANT MATERIAL SUBSTITUTIONS MADE WITHIN THE 30 DAYS PRIOR TO INSTALLATION TO BE THE NEXT SIZE LARGER AT NOADDITIONAL COST TO THE CLIENT.22.ALL TREE LOCATIONS TO BE STAKED AND APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION.23.INSTALL ALL CANOPY TREES WITH A MINIMUM OF 5 FT. SEPARATION FROM ALL UTILITIES, UNLESS A ROOT BARRIER IS UTILIZED.24.THE LANDSCAPE CONTRACTOR SHALL MAINTAIN PLANTED AREAS BY MEANS OF CONTINUOUS WATERING, PRUNING, RAISINGTREE ROOT BALLS WHICH SETTLE BELOW GRADE, WEED, INSECT, AND DISEASE CONTROL, FERTILIZING, WEEDING, MOVING,EDGING AND/OR OTHER OPERATIONS NECESSARY FOR PROPER CARE AND UPKEEP.25.FINISH GRADE IN ALL AREAS TO BE SMOOTH AND EVEN AND 1" BELOW TOP OF CURB OR SIDEWALK.26.CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN THE ENTIRE PROJECT FOR 90 DAYS AFTER ACCEPTANCE OF THE WORKOWNERS REPRESENTATIVE. UPON COMPLETION OF THE MAINTENANCE PERIOD THE OWNER WILL ASSUME ALL MAINTENANCERESPONSIBILITY.27.PRIOR TO INITIATING THE 90-DAY MAINTENANCE PERIOD, COMPLETE ANY INITIAL PUNCH-LIST ITEMS. THEN OBTAIN APPROVALFROM OWNER'S REPRESENTATIVE OF SUBSTANTIAL COMPLETION. DETERMINE WITH THE OWNER'S REPRESENTATIVE THESTART DATE FOR THE 90-DAY MAINTENANCE PERIOD. CONTRACTOR TO MAINTAIN LANDSCAPE WHICH MAY INCLUDE WATERING,WEEDING, PRUNING, AND REPLACEMENT OF ANY MATERIAL THAT HAS DIED OR IS SHOWING EVIDENCE OF STRESS. SUBMITWRITTEN REQUEST FOR FINAL PUNCH-LIST ONE WEEK PRIOR TO END OF MAINTENANCE PERIOD.28.ALL GENERAL CONDITIONS, SUPPLEMENTARY GENERAL CONDITIONS AND TECHNICAL SPECIFICATIONS OF THE CONTRACTSHALL APPLY.29.TREES SHALL BE PLANTED NOT LESS THAN 10' AWAY FROM FIRE HYDRANTS. A 3' HORIZONTAL CLEARANCE MUST BEMAINTAINED AROUND THE OUTSIDE OF ALL FIRE HYDRANTS.PREPARED SOIL BACKFILL, SEE SPECIFICATIONSTOP OF ROOTBALL TO MATCH FINISH GRADE OFSURFACE MULCH14 GAUGE, ANNEALED STEEL GUY WIRE INSIDE 1/2" I.D. BLACKRUBBER HOSE AND TWISTED CLOSED AT ENDS8' x 2" TREATED LODGE POLE PINE TREE STAKES,TWO (2) PER TREE; AVOID PENETRATING ROOT BALL3' DIAMETER CLEAR RING - NO TURF OR ROCK MULCH3/4" Ø VINYL OR 2-PLY FABRIC BEARING RUBBER HOSE. 8" MIN.Ø LOOP AROUND TRUNK.14 GAUGE, ANNEALED STEEL GUY WIRE. STAPLE ENDS TOINSIDE OF TREE STAKE. ADJUST TENSION BY TURNING WIREPAIRS FROM THE MIDDLEROOTBALLCREATE TREE WELL AROUND BASE OF TREE AT DRIPLINEUNDISTURBED SUBGRADEFINISHED GRADETREE STAKE, TYP.ENDS OF WIRE ON INSIDE OF STAKETREE TRUNK8" MIN.2' MIN.3' MAX.2' MIN.TREE PLANTING AND STAKINGSHRUB / GROUND COVER PLANTINGPREPARED SOIL BACKFILL, SEE SPECIFICATIONSCONTAINER GROWN SHRUB / GROUNDCOVER PLANT,SIZE AS NOTED ON PLANSMULCH PER PLANS1" MAXIMUM OVER ROOTBALL8"MIN.UNDISTURBED SUBGRADETOP OF ROOT BALL SHALL MATCH ADJACENT GRADESCALE: N.T.S.NOTE: IN HARD SOIL CONDITIONS, CREATE 'CHIMNEYS' (MIN. 3[EVENLY SPACED, NOT DIRECTLY BENEATH ROOTBALL] @ 18"DEEP) TO PROMOTE DRAINAGESCALE: N.T.S.12PLAN VIEWFINISH GRADENOTE: IN HARD SOIL CONDITIONS, OVER-EXCAVATE PLANT PITAND PLACE ROOTBALL ON 8" OF PREPARED BACKFILL.CREATE 'CHIMNEYS' (MIN. 2 [EVENLY SPACED, NOT DIRECTLYBENEATH ROOTBALL] @ 6" DEEP) TO PROMOTE DRAINAGENOTE: REMOVE BURLAP, WIRE AND STRAPS (ANYTHING THATCOULD GIRDLE TREE OR RESTRICT ROOT GROWTH)ROOTBALL1.COMPACT SUBGRADE TO 80% AND INSTALL WEED FILTER FABRIC PRIOR TO INSTALLATION OF MULCH ATREQUIRED DEPTH. KEEP TOP OF MULCH 1" BELOW ADJACENT WALKS, CURBS, OR OTHER HARD SURFACES.2.MULCH SHALL BE INSTALLED SO WEED FILTER FABRIC IS NOT VISIBLE.NOTE1"FERTILIZER TABLETS PER SPECIFICATIONSROCK MULCH INSTALLATIONSCALE: N.T.S.4SUBGRADECOMMERCIAL GRADE WEED FILTERFABRIC - DEWITT PRO5, OR EQUAL(SHALL NOT BE VISIBLE)ROCK MULCH PER PLANS, DEPTH PERPLANSSIDEWALK, CURB, OR CONCRETE EDGINGFERTILIZER TABLETS PER SPECIFICATIONSBACKFILL AND FERTILIZER NOTESAMENDED PLANTING BACKFILL MIXMIX SHALL CONSIST OF: 1/2 PART 'NATIVE' SITE SOIL (NO ROCKS IN BACKFILL) & 1/2 PART MULCH (*HUMUS)*NATURAL FERTILE, FRIABLE SOIL THOROUGHLY MIXED PRIOR TO BACKFILLING PIT. REMOVE ALL INORGANICMATERIAL GREATER THAN 1" IN SIZE. SOIL BACKFILLING SHALL BE ACCOMPLISHED IN 6" LIFTS. EACH LIFTSHALL BE WATER SETTLED WITHOUT POOLING.SLOW-RELEASE FERTILIZERFERTILIZER SHALL BE NON-TOXIC, SLOW RELEASE. IF TABLETS ARE USED, THEY SHALL BE PLACED AT 1/2THE DEPTH OF THE ROOTBALL. FERTILIZER SHALL BE APPLIED AT THE RATES SPECIFIED BY THEMANUFACTURER.FERTILIZER SHALL BE SUBMITTED TO OWNER FOR APPROVAL PRIOR TO APPLICATION.FINISHED GRADESCALE: N.T.S.5GENERAL LANDSCAPE NOTESSCALE: N.T.S.3L1.2 - NOTES & DETAILSL1.2SUBGRADECONCRETE EDGING, CLASS B CONCRETE W/EXPANSION JOINTS AT 30' O.C., CONTROL JOINTSAT 10' O.C.; BROOM FINISH, 1/2" TOOLED RADIUS;COLOR PER PLANSTURFCOMPACT ADJACENTSUBGRADE MIN. 95%MULCH PER PLANS#4 REBAR CONTCONCRETE CURB EDGINGNOTES:Note 1: Contact your util ity company prior to trench ing. Consu lt a professionalarborist if roo t trimming is requ ired.Note 2: Insta ll & Cover Biobarrier® as soon as possib le (with in 12 hours) afteropening. High temperatures and d irect sun light can reduce effective productlife.Note 3: Dig trenches a m inimum of 4 in. wide for Typar® Biobarr ier ® Root ControlFabric . Trenches must be a m inimum length of mature plant canopy p lus(+)10 ft., centered on the root source and ad jacent to protection area.Note 4: Insta ll Typar® Biobarrier® Root Control Fabric on the s ide of the trenchopposite the root source.Note 5: Insta ll Typar® Biobarrier® Root Control Fabric w ith Nodules facing towardroot source.Note 6: Fixing pins shou ld penetra te fabr ic between the nodu les 1/4 in. from topedge of fabric and at a 45° angle to the trench wal l.Specific advice on the use of Biobarrier®can be obtained from Polymer Group Inc .Typar® Biobarrier® Root Control FabricVertically Placed to Stop Lateral RootGrowth (see Notes 4 & 5)Wrap Drainage Pipe with Typar® Biobarrier®Root Control Fabric (see Note 4)Existing Soil39''5''Typar® Biobarrier® Root Control FabricHorizontally Placed to Stop Lateral RootGrowth (see Notes 4 & 5)Existing or Future Plant Root StructureSecure fabric every 2 ft. within 1/4 in. ofTop Edge (see Note 6)MulchSECTION VIEWPLAN VIEW39''TREETypar® Biobarrier® TYPAR BIOBARRIER1/2" = 1'-0"6SEA-090-071-002-01 6'-0" O.C.5'-0"1'-6"10"2" CLEAR 3" 6'-0"TM© NORTH 3RD APARTMENTS PREPARED FOR NORTH 3RD APARTMENTS, LLC.®BEFORE YOU DIG, CALL1-800-424-5555 ASD REG REG 07/28/2023 L1.3 - HARDSCAPE DETAILSL1.316' ORNAMENTAL VIEW FENCE - DETAIL1 12" TUBULAR METAL RAIL,TOP & BOTTOM2" SQ. TUBULARMETAL POST, TYP.12" SQ. TUBULAR METAL PICKETS (SPACINGNOT TO EXCEED 4" O.C.)4"x4"x14" PLATE & ANCHORSYSTEM, SEE NOTESFINISH GRADEEXTEND POST INTOFOOTING, TYP.10" DIA. POST IN CONCRETEFOOTING, SHAPE TOP TO SHEDWATER AWAY FROM POSTNOTES:1.GRIND ALL WELDS SMOOTH2.ALL METAL PIECES TO BE PREFINISHED METAL. COLOR TO BE BLACK SEMI-GLOSS3.PLATES TO BE WELDED TO THE POST WITH A CONTINUOUS 14" WELD GROUNDSMOOTH AND ALL PRIMED/PAINTED TO MATCH FENCE. ANCHOR SYSTEM TO BE REDHEAD TRU-BOLT WEDGE ANCHOR 14" x 2 18" WW304S.S (OR APPROVED EQUAL)4.SELF-CLOSING SPRING HINGES SHALL BE ADJUSTED SO THAT FROM AN OPENPOSITION OF 70 DEGREES THE DOOR WILL MOVE TO THE CLOSED POSITION IN 1.5SECONDS MINIMUM.2"x6" CAP1"x4" FACIA1"x6" FENCEBOARDSS4SK.D. CEDAR4"x4" POSTSP.T. FORGROUNDCONTACT6'-2" O.C.1"x2" REMNANTBOARD1/2" SPACE (TYP.)1"x4" FACIA2"x4"STRINGER2"x4"STRINGERFACING PARKSLOPE CONC.TO DRAIN8 16dGALV NAILSPOST EXTENDBEYOND CONC.FINISH GRADENOTES:1. ALL BELOW GROUND LUMBER IS TO BE PRESSURE TREATEDWITH .80 LBS./C.F. OF CCA2. ALL ABOVE GROUND LUMBER IS TO BE PRESSURE TREATEDWITH .40 LBS./C.F. OF CCA3. ALL FASTENERS TO BE STAINLESS STEEL.4. ALL VERTICAL BOARDS TO BE PLUMB2 12" STAINLESS STEEL SCREWS2 12" STAINLESSSTEEL SCREWS2 12" STAINLESSSTEEL SCREWS2 12" STAINLESSSTEEL SCREWS26' PRIVACY CEDAR WOOD FENCE - DETAIL3BIKE RACK 48"1,22M 72"1,83M 3455136" 345 5 136 " 345 5 136 " 72"1,83M 3455136"37'-3"[11.3 7M]29'-7" [9.02 M]6'-2"[1.87M ]6'-1"[1.86M ] 6'-3 " [1.91M ]6' [1.84 M ]6'-1" [1.86M ] 6'-2" [1.8 9M]6'-1"[1.85M ] 345 5 136 "3455136" 406 4 160 " 406 4 160 " 4064160"4064160" 6'-3 " [1.90 M]11-68-0012-94-0012-90-0012-93-0112-67-0012-67-0012-67-0012-67-0012-93-1312-93-1312-93-1312-93-0212-93-1312-93-1312-93-1311-30-0012-93-2312-93-2412-93-2411-67-0032-15-00RB RB32-94-00RBRB RBRBRB RBRB RB RBRB RB RBRBUGEUGEUGEUGEUGEUGEUGEUGE UGEUGEPROPERTY LINEBUILDING #2 BUILDING #5BUILDING #7 BUILDING #1CLUB HOUSEBUILDING #4 BUILDING #8 BUILDING #6 BUILDING #320.0' REARSETBACK15.0' FRONTSETBACK5.0' SIDE SETBACK 5.0' SIDESETBACK 5.0' SIDE SETBACK20.0' REAR SETBACKEXISTING 60.0'RIGHT OF WAYEXISTING 61.0'RIGHT OF WAYWESTLAKE PARK EXISTING 60.5'RIGHT OF WAY20.0' REARSETBACK20.0' REARSETBACK15.0' FRONTSETBACK15.0' FRONTSETBACKN THIRD AVE WEST ASPENSTREETWEST COTTONWOOD STREETN THIRD AVE N FOURTH AVE BUILDING #6 BUILDING #3PROPERTYLINEPROPERTYLINE137 s.f.524 s.f.269 s.f.135 s.f.91 s.f.96 s.f.1697 s.f.137 s.f.269 s.f.135 s.f.96 s.f.187 s.f.96 s.f.239 s.f.123 s.f.123 s.f.108 s.f.215 s.f.108 s.f.36 s.f.73 s.f.36 s.f.117 s.f.234 s.f.108 s.f.69 s.f.134 s.f.67 s.f.213 s.f.52 s.f.135 s.f.20.0' REARSETBACK© NORTH 3RD APARTMENTS PREPARED FOR NORTH 3RD APARTMENTS, LLC.®BEFORE YOU DIG, CALL1-800-424-5555 ASD REG REG 07/28/2023NORTHOPEN SPACE & PARKING AREA LANDSCAPEL1.4OPEN SPACE REQUIREMENTSUNIT REQUIREMENTSREQUIREDPROVIDEDONE BEDROOM100*80 = 8,000 SFCLUBHOUSE (COMMUNITY/EXERCISE ROOMS) = 1,155 SFTWO BEDROOM150*80 = 12,000 SFCLUBHOUSE PATIO (WEST SIDE) = 173 SFTHREE BEDROOM150*48 = 7,200 SFPRIVATE PATIO & COMMON OPEN SPACE = 24,910 SFFOUR BEDROOM 150*8 = 1,200 SFSUBTOTAL: 28,400 SF-20% REDUCTION PERORDINANCE NO. 2111:-5,680 SFTOTAL:22,720 SF24,585 SF38.550.50.C.PARKING LOT LANDSCAPINGREQUIREDPROVIDEDMINIMUM 20 SF INTERIOR LANDSCAPE SPACEPER PARKING SPACE5,420 SF 6,294 SF271 SPACES * 20 SF = 5,420 SFOPEN SPACE REQUIREMENTSCRITERIA 1: WITHOUT THE REDUCTION WE WOULD HAVE TO REMOVE 8-11 HOMES FROM THE APARTMENT MIX.CRITERIA 2:THE PURPOSE OF THE STANDARD IS STILL ACCOMPLISHED BY PROVIDING A DOG PARK,PLAYGROUND, GAZEBO, OPEN EXTERIOR GREEN SPACE WHICH ALL PROVIDE USABLE SPACE THATPROVIDES LEISURE AND RECREATIONAL SPACE FOR RESIDENTS. THE OPEN SPACE AREAS ARE ALLSITUATED TO ACCOMMODATE OR ADD TO THE RESIDENTIAL SETTING AND ADJACENT PARKS. THEOPEN SPACE DESIGN THAT IS PROVIDED WILL ENHANCE THE CHARACTER AND ATTRACTIVENESS OFTHE DEVELOPMENT.CRITERIA 3: THE DEPARTURE WILL NOT IMPOSE NEGATIVE IMPACTS ON THE SURROUNDING PROPERTYPR #1 2023.12.196 48"1,22M 72" 1,83M 345 5 136 " 3455136" 345 5 136 " 72" 1,8 3M 34 5 5 13 6 "37'-3 " [11 .37M ]29'-7"[9.02M]6'-2 "[1.8 7M ]6'-1 "[1.86M ] 6'-3" [1.91M]6'[1.84M]6'-1"[1.86M]6'-2" [1.8 9M ]6'-1"[1.85M]3455136" 345 5 136 " 406 4 160 " 406 4 160 " 406 4 16 0 " 406 4 160 "6'-3"[1.90M]11-68-0012-94-0012-90-0012-93-0112-67-0012-67-0012-67-0012-93-1312-93-1311-30-0012-93-2312-93-2412-93-24UGEUGEUGEUGEUGEUGEUGEUGEUGEDOG PARK AREABUILDING #2 BUILDING #5 BUILDING #1CLUB HOUSEBUILDING #6 BUILDING #3 5.0' SIDE SETBACKWESTLAKE PARK EXISTING 60.5'RIGHT OF WAY20.0' REARSETBACK15.0' FRONTSETBACK15.0' FRONTSETBACKWEST ASPENSTREETTURF ROTARY (TYP.)AREA FOR DRIP EMITTERS,(TYP.)LATERAL LINE (TYP.)DRIP ZONE VALVE KIT (TYP.)RAIN SENSOR AND CONTROLLER SHOWNSCHEMATICALLY. CONTRACTOR TOCOORDINATE FINAL LOCATION WITHOWNER/ARCHITECT.CONTRACTOR TO PROVIDE 110/120V, SINGLEPHASE POWER TO CONTROLLER.CONTRACTOR TO PROVIDE CONNECTIONFROM CONTROLLER TO FLOW SENSOR.AVOID OVERHEAD OBSTRUCTIONS ANDOVERSPRAY ASSOCIATED WITH RAIN SENSOR.MAIN LINE (TYP.)PIPE SLEEVE (TYP.)ALL PIPE SLEEVES SHALL BETWO TIMES THE DIAMETEROF THE PIPE THEY'RESLEEVING.METER, BACKFLOW PREVENTOR, MASTERVALVE, AND FLOW SENSOR SHOWNSCHEMATICALLY. CONTRACTOR TO TAP OFF OFDOMESTIC LINE AND COORDINATE FINALLOCATION WITH OWNER/ARCHITECT.MAINLINE AND VALVES SHOWN FORCLARITY. MAINLINE AND VALVES TOBE INSTALLED IN GREEN SPACE 6"FROM B.O.C. (TYP.)TWO-WIRE PATH REQUIRED TO BE GROUNDEDAT 10 OHMS OR LESS.INSTALL ONE SURGE DECODER EVERY 500 FEETOR 15 DECODERS, WHICHEVER COMES FIRST.SURGE DECODER INSTALLED IN VALVE BOX ONTOP OF MAINLINE. 8' GROUNDING ROD MUST BEAT LEAST 8' FROM SURGE DECODER,CONNECTED BY #6AWG BARE, SINGLE STRANDCOPPER WIRE.PIPE SLEEVE (TYP.)ALL PIPE SLEEVES SHALL BETWO TIMES THE DIAMETEROF THE PIPE THEY'RESLEEVING.24242424181818181818181818LLRRLLRRRRLLSSRLLLRRSSLRSSSSSSSSSSSSLRSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSRLSSSSSSSSSSRLSSSSSSSSSSSSRLLLRRRRLLSSRRLLSSRRLLSSRRLLSSLLRRRRLLRRLLSSRRLLSSRRLLSSRRLLSSRRLLSSLLRRRRLLSSSSSSRSSSSSSSSSSSSSSSSSS88888888888888888888010101010101210101010101010121212101010101010188SBFMVFS51515151CLNKSENSDSDSDSD8.311"16.121"2217.11"237.761"2419.51"2524.01"263.271"2710.71"2813.61"22.3291"3023.21"313.491"8.17331"24.2321"8.79341"28.635112"30.036112"8.3371"19.5381"1"114"114"1"114"114"1114"114"114"114"114"1"34"1"114"34"1"2"2"2"2"2"5151LRRSS0101210101212121212121512101010101010101010101010101510101212101018885188010121LR881"1"114"114"1"114"114"114"114"1"1"114"114"1"1"1"1"114"114"114"114"114"114"114"34"34"114"112"112"1"112"1"34"1"114"1"1"1"1"1"1"1"114"1"M2"2"2"2"2"N THIRD AVE QTYPOWDER COATED STEEL POSTS (STANDARD COLORS) , 45 LB PSF SNOW LOAD ,14PLAY STRUCTURE, PLAYWORLD MODEL #350-1832, COLOR: VARIED, SIZE: 17' 4' ' ×1BENCH WITH BACK REST, ULINE MODEL #H-2294BL-P, MATERIAL: METAL, COLOR:1112ADIRONDACK CHAIR, ULINE MODEL #H-10778BL. MATERIAL: RECYCLED PLASTIC,491TRASH RECEPTACLE ULINE MODEL #H-5154BL , MATERIAL: HDPE, COLOR: BLACK,21100 SF64 LFSYMBOLMANUFACTURER/MODEL/DESCRIPTIONQTYPSIRain Bird 1806-U-SAM-PRS 15 Strip SeriesTurf Spray 6in. Pop-Up Sprinkler with Co-Molded Wiper Seal.1/2in. NPT Female Threaded Inlet. With Seal-A-Matic CheckValve, and Pressure Regulating.38230Rain Bird 1806-U-SAM-PRS HE-VAN SeriesTurf Spray 6in. Pop-Up Sprinkler with Co-Molded Wiper Seal.1/2in. NPT Female Threaded Inlet. With Seal-A-Matic CheckValve, and Pressure Regulating.25330Rain Bird R-VAN-STRIP 1806-SAM-P45Shrub Rotary, 5ft.x15ft. (LCS and RCS), 5ft.x30ft. (SST) HandAdjustable Multi-Stream Rotary w/ 1800 turf spray body on 6in.pop-up, with check valve and 45 psi in-stem pressure regulator.1/2in. NPT Female Threaded Inlet.2245Rain Bird R-VAN18 1806-SAM-P45Turf Rotary, 13ft.-18ft. 45-270 degrees and 360 degrees. HandAdjustable Multi-Stream Rotary w/1800 turf spray body on 6in.pop-up, with check valve and 45 psi in-stem pressure regulator.1/2in. NPT Female Threaded Inlet.1445Rain Bird R-VAN24 1806-SAM-P45Turf Rotary, 17ft.-24ft. 45-270 degrees and 360 degrees. HandAdjustable Multi-Stream Rotary w/1800 turf spray body on 6in.pop-up, with check valve and 45 psi in-stem pressure regulator.1/2in. NPT Female Threaded Inlet.3145SYMBOLMANUFACTURER/MODEL/DESCRIPTIONQTYRain Bird XCZ-100-IVMQWide Flow IVM Drip Control Kit for Commercial Applications. 1in.Ball Valve with 1in. PESBIVM Smart Valve w/ factory installedIVM-SOL 0.3-20 gpm and 1in. Pressure Regulating 40psiQuick-Check Basket Filter 0.3-20 gpm9Area to Receive Drip EmittersRain Bird XBCV-PCSingle Outlet, Pressure Compensating Drip Emitters. Flow ratesof 0.5 GPH=blue, 1.0 GPH=black, and 2.0 GPH=red. Comes witha self-piercing barb inlet x barb outlet. With check valve.29,491 s.f.Emitter Notes:05PC emitters (2 assigned to each 1 gal. plant)1,69405PC emitters (2 assigned to each 3 gal. plant)3,30820PC emitters (4 assigned to each 1" Cal. plant)10020PC emitters (4 assigned to each 1.5" Cal. plant)9620PC emitters (4 assigned to each 8` Ht. plant)528SYMBOLMANUFACTURER/MODEL/DESCRIPTIONQTYRain Bird PEB-IVM1in., 1-1/2in., 2in. Plastic Industrial Smart Valves w/ FactoryInstalled IVM-SOL. Low Flow Operating Capability, GlobeConfiguration.29Rain Bird 44-LRC1in. Brass Quick-Coupling Valve, with Corrosion-ResistantStainless Steel Spring, Locking Thermoplastic Rubber Cover, and2-Piece Body.1ISOLATION VALVE1Rain Bird IVM-EFB-CP 1"1in., 1-1/2in., 2in. Brass Remote Control Smart Valve w/ factoryinstalled IVM-SOL Contamination Proof, Self-Flushing FilterScreen. Globe Configuration, Reclaimed Water Compatible, andPurple Handle Cover Designates Non-Potable Water Use.1Febco 825YA 1"Reduced Pressure Backflow Preventer1Rain Bird ESPLXIVM-LXMM-LXMMPED60 Station, 2-Wire Controller w/ Smart Valve Technology. (1)ESPLXIVM 60-Station, Indoor/Outdoor, Plastic Wall MountEnclosure. Install in Rain Bird LXMM-LXMMPED Powder CoatedMetal Cabinet w/ Pedestal. System Requirements: Rain BirdLXIVM-XXX Integrated Valve Modules & 2-Wire Devices. UsePaige Electric Cable P7072D & Rain Bird WC20 Dry SplicesONLY. Ground System w/ (X) LXIVMSD Surge Device in RainBird Round Valve Boxes. Install Per ManufacturersRecommendations.1Rain Bird LNK2WIFIUpgrades controllers (ESP-M, ESP-RZXe, ST8) to Have WeatherData for ET-Based Adjustments (WaterSense Approved) & WiFiCapabilities -1Rain Bird LXIVMSDSurge Device provides necessary protection on the ESPLXIVM(P)Controller, 2 Wire Path. Install (1) LXIVMSD Every 500ft or 15Field Devices (Whichever is Smaller).9Rain Bird LXIVMSENSensor Device interfaces w/ Flow or Weather Sensor andESP-LX-IVM(P) Controller. Flow Sensor can be installedanywhere on the 2-Wire Path.1Rain Bird UFS-1001in. Ultrasonic Flow Sensors, with Glass Filled Nylon Body.Operating Range .3 GPM-50 GPM. Size for Flow Not According toPipe Size.1Irrigation Lateral Line: PVC Class 200 SDR 2113,795 l.f.Irrigation Mainline: PVC Class 200 SDR 212,419 l.f.Pipe Sleeve: PVC Class 200 SDR 211,388 l.f.ESTCSTSSTRCSLCSELRCS08HE-VAN12HE-VAN10HE-VAN15HE-VAN8012151LSRLSTRSTSST181818 ADJ18 F242424 ADJ24 FMVBFCLNKSDSENFSValve NumberValve SizeValve FlowValve Callout###"IRRIGATION SCHEDULENOTE: TOTAL IRRIGATION DEMAND = 3.01 ACRE FEET© NORTH 3RD APARTMENTS PREPARED FOR NORTH 3RD APARTMENTS, LLC.®BEFORE YOU DIG, CALL1-800-424-5555 ASD REG REG 07/28/2023NORTHMATCHLINE - SEE SHEET L2.10IRRIGATION PLANL2.00PMR PMR PR #1 2023.12.196 12-67-0012-93-1312-93-1312-93-1312-93-0212-93-1311-67-0032-15-00RB RBRB32-94-00RBRB RBRBRB RB RBRBRB RB RBRBRB RB RBRBRBUGEUGEUGEU G E BUILDING #7 BUILDING #4 BUILDING #8 20.0' REARSETBACK15.0' FRONTSETBACK5.0' SIDESETBACK 20.0' REAR SETBACKEXISTING 60.0'RIGHT OF WAYEXISTING 61.0'RIGHT OF WAY20.0' REARSETBACKN THIRD AVE N FOURTH AVE BUILDING #6 BUILDING #3 PIPE SLEEVE (TYP.)ALL PIPE SLEEVES SHALL BETWO TIMES THE DIAMETEROF THE PIPE THEY'RESLEEVING.PIPE SLEEVE (TYP.)ALL PIPE SLEEVESSHALL BE TWO TIMESTHE DIAMETER OF THEPIPE THEY'RESLEEVING.TWO-WIRE PATH REQUIRED TO BE GROUNDEDAT 10 OHMS OR LESS.INSTALL ONE SURGE DECODER EVERY 500 FEETOR 15 DECODERS, WHICHEVER COMES FIRST.SURGE DECODER INSTALLED IN VALVE BOX ONTOP OF MAINLINE. 8' GROUNDING ROD MUST BEAT LEAST 8' FROM SURGE DECODER,CONNECTED BY #6AWG BARE, SINGLE STRANDCOPPER WIRE.DRIP ZONE VALVE KIT(TYP.)TURF ROTARY (TYP.)AREA FOR DRIP EMITTERS,(TYP.)LATERAL LINE (TYP.)MAIN LINE (TYP.)MAINLINE AND VALVES SHOWN FORCLARITY. MAINLINE AND VALVES TOBE INSTALLED IN GREEN SPACE 6"FROM B.O.C. (TYP.)2424242424242424LRRLSSSS88888888RLLRSSRLLRSSSRR88888888888888888888888888888888888888SRRLLRRRRLLSSLLRR2424242424242424LRRLSSSSSSSSSSLLRRRLLSSSRRLLRLLRSSSSSSSSSSSSSSSSLRRLSSSSSSSSSSSSSSSSSSSSSSLLRRLLRRLLRRSS888888888888888888888888888888888888888888888818181824242424242401018018801010121212121215188888888888888888821212121212121212121212121212188888888888RRLLLLRRRRLLSSRRLLSSLRRLSSSSSSSSSSSSSSRLSSSSSSSSSSSSSSSSRLRRLLSSLLRRSSRSRSDSDSDSDSD33.03112"32.44112"8.3151"28.96112"30.57112"87.961"12.591"1015.71"7.76111"1219.81"1326.1112"1413.41"1513.41"169.171"1711.81"1821.31"1916.61"2015.91"10.3211"0101SRL18182424242424SS2151211"114"8011"114"114"34"1"112"34"114"34"1"114"1"112"1"1"1"114"114"2"2"2"2"2"2"2"2"1"1"1"1"1"1"1"1"2"1"1"1"1"114"114"1"1"1"1"1"1"1"1"114"1"2"114"1"112"1"1"1"WEST COTTONWOOD STREETQTY1411112491TRASH RECEPTACLE ULINE MODEL #H-5154BL, MATERIAL: HDPE, COLOR: BLACK,21100 SF64 LFSYMBOLMANUFACTURER/MODEL/DESCRIPTIONQTYPSIRain Bird 1806-U-SAM-PRS 15 Strip SeriesTurf Spray 6in. Pop-Up Sprinkler with Co-Molded Wiper Seal.1/2in. NPT Female Threaded Inlet. With Seal-A-Matic CheckValve, and Pressure Regulating.38230Rain Bird 1806-U-SAM-PRS HE-VAN SeriesTurf Spray 6in. Pop-Up Sprinkler with Co-Molded Wiper Seal.1/2in. NPT Female Threaded Inlet. With Seal-A-Matic CheckValve, and Pressure Regulating.25330Rain Bird R-VAN-STRIP 1806-SAM-P45Shrub Rotary, 5ft.x15ft. (LCS and RCS), 5ft.x30ft. (SST) HandAdjustable Multi-Stream Rotary w/ 1800 turf spray body on 6in.pop-up, with check valve and 45 psi in-stem pressure regulator.1/2in. NPT Female Threaded Inlet.2245Rain Bird R-VAN18 1806-SAM-P45Turf Rotary, 13ft.-18ft. 45-270 degrees and 360 degrees. HandAdjustable Multi-Stream Rotary w/1800 turf spray body on 6in.pop-up, with check valve and 45 psi in-stem pressure regulator.1/2in. NPT Female Threaded Inlet.1445Rain Bird R-VAN24 1806-SAM-P45Turf Rotary, 17ft.-24ft. 45-270 degrees and 360 degrees. HandAdjustable Multi-Stream Rotary w/1800 turf spray body on 6in.pop-up, with check valve and 45 psi in-stem pressure regulator.1/2in. NPT Female Threaded Inlet.3145SYMBOLMANUFACTURER/MODEL/DESCRIPTIONQTYRain Bird XCZ-100-IVMQWide Flow IVM Drip Control Kit for Commercial Applications. 1in.Ball Valve with 1in. PESBIVM Smart Valve w/ factory installedIVM-SOL 0.3-20 gpm and 1in. Pressure Regulating 40psiQuick-Check Basket Filter 0.3-20 gpm9Area to Receive Drip EmittersRain Bird XBCV-PCSingle Outlet, Pressure Compensating Drip Emitters. Flow ratesof 0.5 GPH=blue, 1.0 GPH=black, and 2.0 GPH=red. Comes witha self-piercing barb inlet x barb outlet. With check valve.29,491 s.f.Emitter Notes:05PC emitters (2 assigned to each 1 gal. plant)1,69405PC emitters (2 assigned to each 3 gal. plant)3,30820PC emitters (4 assigned to each 1" Cal. plant)10020PC emitters (4 assigned to each 1.5" Cal. plant)9620PC emitters (4 assigned to each 8` Ht. plant)528SYMBOLMANUFACTURER/MODEL/DESCRIPTIONQTYRain Bird PEB-IVM1in., 1-1/2in., 2in. Plastic Industrial Smart Valves w/ FactoryInstalled IVM-SOL. Low Flow Operating Capability, GlobeConfiguration.29Rain Bird 44-LRC1in. Brass Quick-Coupling Valve, with Corrosion-ResistantStainless Steel Spring, Locking Thermoplastic Rubber Cover, and2-Piece Body.1ISOLATION VALVE1Rain Bird IVM-EFB-CP 1"1in., 1-1/2in., 2in. Brass Remote Control Smart Valve w/ factoryinstalled IVM-SOL Contamination Proof, Self-Flushing FilterScreen. Globe Configuration, Reclaimed Water Compatible, andPurple Handle Cover Designates Non-Potable Water Use.1Febco 825YA 1"Reduced Pressure Backflow Preventer1Rain Bird ESPLXIVM-LXMM-LXMMPED60 Station, 2-Wire Controller w/ Smart Valve Technology. (1)ESPLXIVM 60-Station, Indoor/Outdoor, Plastic Wall MountEnclosure. Install in Rain Bird LXMM-LXMMPED Powder CoatedMetal Cabinet w/ Pedestal. System Requirements: Rain BirdLXIVM-XXX Integrated Valve Modules & 2-Wire Devices. UsePaige Electric Cable P7072D & Rain Bird WC20 Dry SplicesONLY. Ground System w/ (X) LXIVMSD Surge Device in RainBird Round Valve Boxes. Install Per ManufacturersRecommendations.1Rain Bird LNK2WIFIUpgrades controllers (ESP-M, ESP-RZXe, ST8) to Have WeatherData for ET-Based Adjustments (WaterSense Approved) & WiFiCapabilities -1Rain Bird LXIVMSDSurge Device provides necessary protection on the ESPLXIVM(P)Controller, 2 Wire Path. Install (1) LXIVMSD Every 500ft or 15Field Devices (Whichever is Smaller).9Rain Bird LXIVMSENSensor Device interfaces w/ Flow or Weather Sensor andESP-LX-IVM(P) Controller. Flow Sensor can be installedanywhere on the 2-Wire Path.1Rain Bird UFS-1001in. Ultrasonic Flow Sensors, with Glass Filled Nylon Body.Operating Range .3 GPM-50 GPM. Size for Flow Not According toPipe Size.1Irrigation Lateral Line: PVC Class 200 SDR 2113,795 l.f.Irrigation Mainline: PVC Class 200 SDR 212,419 l.f.Pipe Sleeve: PVC Class 200 SDR 211,388 l.f.ESTCSTSSTRCSLCSELRCS08HE-VAN12HE-VAN10HE-VAN15HE-VAN8012151LSRLSTRSTSST181818 ADJ18 F242424 ADJ24 FMVBFCLNKSDSENFSValve NumberValve SizeValve FlowValve Callout###"IRRIGATION SCHEDULENOTE: TOTAL IRRIGATION DEMAND = 3.01 ACRE FEET© NORTH 3RD APARTMENTS PREPARED FOR NORTH 3RD APARTMENTS, LLC.®BEFORE YOU DIG, CALL1-800-424-5555 ASD REG REG 07/28/2023NORTH MATCHLINE - SEE SHEET L2.00IRRIGATION PLANL2.10PMR PMR PR #1 2023.12.196 NUMBERMODELSIZETYPEGPMHEADSPIPEFRICTION LOSSVALVE LOSSPRECIP1Rain Bird PEB-IVM1"Turf Spray8.314375.13.211.771.86 in/h2Rain Bird PEB-IVM1"Turf Spray16.0824388.93.482.471.97 in/h3Rain Bird PEB-IVM1-1/2"Turf Spray32.9632424.31.523.572.23 in/h4Rain Bird PEB-IVM1-1/2"Turf Spray32.4428402.51.433.582.15 in/h5Rain Bird XCZ-100-IVMQ1"Area for Drip Emitters8.31523.22.426.180.34 in/h6Rain Bird PEB-IVM1-1/2"Turf Spray28.8731427.52.353.631.98 in/h7Rain Bird PEB-IVM1-1/2"Turf Spray30.5430427.62.023.592.03 in/h8Rain Bird XCZ-100-IVMQ1"Area for Drip Emitters7.96463.60.575.950.16 in/h9Rain Bird PEB-IVM1"Turf Rotary12.4722338.33.662.070.61 in/h10Rain Bird PEB-IVM1"Turf Spray15.6733532.92.232.421.65 in/h11Rain Bird XCZ-100-IVMQ1"Area for Drip Emitters7.76361.31.135.820.16 in/h12Rain Bird PEB-IVM1"Turf Rotary19.823384.73.062.880.65 in/h13Rain Bird PEB-IVM1-1/2"Turf Spray26.1345547.13.313.721.82 in/h14Rain Bird PEB-IVM1"Turf Spray13.3723179.70.892.170.92 in/h15Rain Bird PEB-IVM1"Turf Spray13.3723180.21.172.170.92 in/h16Rain Bird XCZ-100-IVMQ1"Area for Drip Emitters9.17452.13.646.750.39 in/h17Rain Bird PEB-IVM1"Turf Rotary11.799168.60.9420.58 in/h18Rain Bird PEB-IVM1"Turf Spray21.2527293.22.343.241.42 in/h19Rain Bird PEB-IVM1"Turf Spray16.6229236.92.412.531.68 in/h20Rain Bird PEB-IVM1"Turf Spray15.9315172.10.782.451.56 in/h21Rain Bird XCZ-100-IVMQ1"Area for Drip Emitters10.32851.32.487.670.39 in/h22Rain Bird PEB-IVM1"Turf Spray17.0626388.93.462.582.07 in/h23Rain Bird XCZ-100-IVMQ1"Area for Drip Emitters7.76501.70.65.820.27 in/h24Rain Bird PEB-IVM1"Turf Spray19.4828417.93.32.842.17 in/h25Rain Bird PEB-IVM1"Turf Spray23.9721311.63.083.971.82 in/h26Rain Bird XCZ-100-IVMQ1"Area for Drip Emitters3.27261.80.322.270.32 in/h27Rain Bird PEB-IVM1"Turf Spray10.6720159.70.251.871.5 in/h28Rain Bird PEB-IVM1"Turf Rotary13.5913179.90.72.20.75 in/h29Rain Bird PEB-IVM1"Turf Spray22.325285.43.623.521.71 in/h30Rain Bird PEB-IVM1"Turf Spray23.1727274.42.113.761.63 in/h31Rain Bird XCZ-100-IVMQ1"Area for Drip Emitters3.49338.20.312.490.26 in/h32Rain Bird PEB-IVM1"Turf Spray24.1528332.91.854.021.87 in/h33Rain Bird PEB-IVM1"Turf Spray8.1712111.50.231.761.54 in/h34Rain Bird XCZ-100-IVMQ1"Area for Drip Emitters8.79550.03.76.50.26 in/h35Rain Bird PEB-IVM1-1/2"Turf Spray28.5826372.31.173.642.12 in/h36Rain Bird PEB-IVM1-1/2"Turf Spray30.0226373.61.473.62.17 in/h37Rain Bird PEB-IVM1"Turf Spray8.314376.53.21.771.86 in/h38Rain Bird PEB-IVM1"Turf Spray19.4828427.43.972.842.19 in/hVALVE SCHEDULENUMBERMODELSIZETYPEGPMHEADSPIPEFRICTION LOSSVALVE LOSSPRECIP1Rain Bird PEB-IVM1"Turf Spray8.314375.13.211.771.86 in/h2Rain Bird PEB-IVM1"Turf Spray16.0824388.93.482.471.97 in/h3Rain Bird PEB-IVM1-1/2"Turf Spray32.9632424.31.523.572.23 in/h4Rain Bird PEB-IVM1-1/2"Turf Spray32.4428402.51.433.582.15 in/h5Rain Bird XCZ-100-IVMQ1"Area for Drip Emitters8.31523.22.426.180.34 in/h6Rain Bird PEB-IVM1-1/2"Turf Spray28.8731427.52.353.631.98 in/h7Rain Bird PEB-IVM1-1/2"Turf Spray30.5430427.62.023.592.03 in/h8Rain Bird XCZ-100-IVMQ1"Area for Drip Emitters7.96463.60.575.950.16 in/h9Rain Bird PEB-IVM1"Turf Rotary12.4722338.33.662.070.61 in/h10Rain Bird PEB-IVM1"Turf Spray15.6733532.92.232.421.65 in/h11Rain Bird XCZ-100-IVMQ1"Area for Drip Emitters7.76361.31.135.820.16 in/h12Rain Bird PEB-IVM1"Turf Rotary19.823384.73.062.880.65 in/h13Rain Bird PEB-IVM1-1/2"Turf Spray26.1345547.13.313.721.82 in/h14Rain Bird PEB-IVM1"Turf Spray13.3723179.70.892.170.92 in/h15Rain Bird PEB-IVM1"Turf Spray13.3723180.21.172.170.92 in/h16Rain Bird XCZ-100-IVMQ1"Area for Drip Emitters9.17452.13.646.750.39 in/h17Rain Bird PEB-IVM1"Turf Rotary11.799168.60.9420.58 in/h18Rain Bird PEB-IVM1"Turf Spray21.2527293.22.343.241.42 in/h19Rain Bird PEB-IVM1"Turf Spray16.6229236.92.412.531.68 in/h20Rain Bird PEB-IVM1"Turf Spray15.9315172.10.782.451.56 in/h21Rain Bird XCZ-100-IVMQ1"Area for Drip Emitters10.32851.32.487.670.39 in/h22Rain Bird PEB-IVM1"Turf Spray17.0626388.93.462.582.07 in/h23Rain Bird XCZ-100-IVMQ1"Area for Drip Emitters7.76501.70.65.820.27 in/h24Rain Bird PEB-IVM1"Turf Spray19.4828417.93.32.842.17 in/h25Rain Bird PEB-IVM1"Turf Spray23.9721311.63.083.971.82 in/h26Rain Bird XCZ-100-IVMQ1"Area for Drip Emitters3.27261.80.322.270.32 in/h27Rain Bird PEB-IVM1"Turf Spray10.6720159.70.251.871.5 in/h28Rain Bird PEB-IVM1"Turf Rotary13.5913179.90.72.20.75 in/h29Rain Bird PEB-IVM1"Turf Spray22.325285.43.623.521.71 in/h30Rain Bird PEB-IVM1"Turf Spray23.1727274.42.113.761.63 in/h31Rain Bird XCZ-100-IVMQ1"Area for Drip Emitters3.49338.20.312.490.26 in/h32Rain Bird PEB-IVM1"Turf Spray24.1528332.91.854.021.87 in/h33Rain Bird PEB-IVM1"Turf Spray8.1712111.50.231.761.54 in/h34Rain Bird XCZ-100-IVMQ1"Area for Drip Emitters8.79550.03.76.50.26 in/h35Rain Bird PEB-IVM1-1/2"Turf Spray28.5826372.31.173.642.12 in/h36Rain Bird PEB-IVM1-1/2"Turf Spray30.0226373.61.473.62.17 in/h37Rain Bird PEB-IVM1"Turf Spray8.314376.53.21.771.86 in/h38Rain Bird PEB-IVM1"Turf Spray19.4828427.43.972.842.19 in/hVALVE SCHEDULEGenerated:2024-07-11 10:29P.O.C. NUMBER: 01Water Source Information:FLOW AVAILABLEWater Meter Size:1"Flow Available37.5 GPMPRESSURE AVAILABLEStatic Pressure at POC:75 PSIElevation Change:5.00 ftService Line Size:1 1/2"Length of Service Line:20 ftPressure Available:73 PSIDESIGN ANALYSISMaximum Station Flow:32.96 GPMFlow Available at POC:37.5 GPMResidual Flow Available:4.54 GPMCritical Station:12 Design Pressure:45 PSI Friction Loss:2.78 PSI Fittings Loss:0.28 PSI Elevation Loss:0 PSI Loss through Valve:2.88 PSIPressure Req. at Critical Station:50.9 PSILoss for Fittings:0.12 PSILoss for Main Line:1.17 PSILoss for POC to Valve Elevation:0 PSILoss for Backflow:11.1 PSILoss for Master Valve:2.06 PSILoss for Water Meter:2.16 PSICritical Station Pressure at POC:67.5 PSIPressure Available:73 PSIResidual Pressure Available:5.46 PSICRITICAL ANALYSISGenerated:2024-07-11 10:29P.O.C. NUMBER: 01Water Source Information:FLOW AVAILABLEWater Meter Size:1"Flow Available37.5 GPMPRESSURE AVAILABLEStatic Pressure at POC:75 PSIElevation Change:5.00 ftService Line Size:1 1/2"Length of Service Line:20 ftPressure Available:73 PSIDESIGN ANALYSISMaximum Station Flow:32.96 GPMFlow Available at POC:37.5 GPMResidual Flow Available:4.54 GPMCritical Station:12 Design Pressure:45 PSI Friction Loss:2.78 PSI Fittings Loss:0.28 PSI Elevation Loss:0 PSI Loss through Valve:2.88 PSIPressure Req. at Critical Station:50.9 PSILoss for Fittings:0.12 PSILoss for Main Line:1.17 PSILoss for POC to Valve Elevation:0 PSILoss for Backflow:11.1 PSILoss for Master Valve:2.06 PSILoss for Water Meter:2.16 PSICritical Station Pressure at POC:67.5 PSIPressure Available:73 PSIResidual Pressure Available:5.46 PSICRITICAL ANALYSISNUMBERMODELTYPEPRECIPIN./WEEKMIN./WEEKGAL./WEEKGAL./DAY1Rain Bird PEB-IVMTurf Spray1.86 in/h13327491.32Rain Bird PEB-IVMTurf Spray1.97 in/h1314981663Rain Bird PEB-IVMTurf Spray2.23 in/h1278902974Rain Bird PEB-IVMTurf Spray2.15 in/h1289083035Rain Bird XCZ-100-IVMQArea for Drip Emitters0.34 in/h0.671199893306Rain Bird PEB-IVMTurf Spray1.98 in/h1318952987Rain Bird PEB-IVMTurf Spray2.03 in/h1309163058Rain Bird XCZ-100-IVMQArea for Drip Emitters0.16 in/h0.672511,9986669Rain Bird PEB-IVMTurf Rotary0.61 in/h1991,23541210Rain Bird PEB-IVMTurf Spray1.65 in/h13758019311Rain Bird XCZ-100-IVMQArea for Drip Emitters0.16 in/h0.672471,91763912Rain Bird PEB-IVMTurf Rotary0.65 in/h1931,84161413Rain Bird PEB-IVMTurf Spray1.82 in/h13386228714Rain Bird PEB-IVMTurf Spray0.92 in/h16688229415Rain Bird PEB-IVMTurf Spray0.92 in/h16688229416Rain Bird XCZ-100-IVMQArea for Drip Emitters0.39 in/h0.6710394531517Rain Bird PEB-IVMTurf Rotary0.58 in/h11041,22640918Rain Bird PEB-IVMTurf Spray1.42 in/h14391430519Rain Bird PEB-IVMTurf Spray1.68 in/h13659819920Rain Bird PEB-IVMTurf Spray1.56 in/h13962120721Rain Bird XCZ-100-IVMQArea for Drip Emitters0.39 in/h0.671031,06335422Rain Bird PEB-IVMTurf Spray2.07 in/h13051217123Rain Bird XCZ-100-IVMQArea for Drip Emitters0.27 in/h0.671501,16538824Rain Bird PEB-IVMTurf Spray2.17 in/h12854518225Rain Bird PEB-IVMTurf Spray1.82 in/h13379126426Rain Bird XCZ-100-IVMQArea for Drip Emitters0.32 in/h0.6712540913627Rain Bird PEB-IVMTurf Spray1.5 in/h14143714628Rain Bird PEB-IVMTurf Rotary0.75 in/h1811,10136729Rain Bird PEB-IVMTurf Spray1.71 in/h13680326830Rain Bird PEB-IVMTurf Spray1.63 in/h13785728631Rain Bird XCZ-100-IVMQArea for Drip Emitters0.26 in/h0.6715453717932Rain Bird PEB-IVMTurf Spray1.87 in/h13379726633Rain Bird PEB-IVMTurf Spray1.54 in/h13931910634Rain Bird XCZ-100-IVMQArea for Drip Emitters0.26 in/h0.671561,37245735Rain Bird PEB-IVMTurf Spray2.12 in/h12982927636Rain Bird PEB-IVMTurf Spray2.17 in/h12884128037Rain Bird PEB-IVMTurf Spray1.86 in/h13327491.338Rain Bird PEB-IVMTurf Spray2.19 in/h128545182TOTALS:2,68033,07011,023WATERING SCHEDULE3530252015105000:00 00:10 00:20 00:30 00:40 00:50 01:00 01:10 01:20 01:30 01:40 01:50 02:00 02:10 02:20 02:30 02:40 02:50 03:00 03:10 03:20 03:30 03:40 03:50 04:00 04:10 04:20 Program: (4) allTotal Time: 04:12Total Water Use: 7,151 gallonsMax Allowed GPM: 33RUNTIME SUMMARYTimeGPMNUMBERMODELTYPEPRECIPIN./WEEKMIN./WEEKGAL./WEEKGAL./DAY1Rain Bird PEB-IVMTurf Spray1.86 in/h13327491.32Rain Bird PEB-IVMTurf Spray1.97 in/h1314981663Rain Bird PEB-IVMTurf Spray2.23 in/h1278902974Rain Bird PEB-IVMTurf Spray2.15 in/h1289083035Rain Bird XCZ-100-IVMQArea for Drip Emitters0.34 in/h0.671199893306Rain Bird PEB-IVMTurf Spray1.98 in/h1318952987Rain Bird PEB-IVMTurf Spray2.03 in/h1309163058Rain Bird XCZ-100-IVMQArea for Drip Emitters0.16 in/h0.672511,9986669Rain Bird PEB-IVMTurf Rotary0.61 in/h1991,23541210Rain Bird PEB-IVMTurf Spray1.65 in/h13758019311Rain Bird XCZ-100-IVMQArea for Drip Emitters0.16 in/h0.672471,91763912Rain Bird PEB-IVMTurf Rotary0.65 in/h1931,84161413Rain Bird PEB-IVMTurf Spray1.82 in/h13386228714Rain Bird PEB-IVMTurf Spray0.92 in/h16688229415Rain Bird PEB-IVMTurf Spray0.92 in/h16688229416Rain Bird XCZ-100-IVMQArea for Drip Emitters0.39 in/h0.6710394531517Rain Bird PEB-IVMTurf Rotary0.58 in/h11041,22640918Rain Bird PEB-IVMTurf Spray1.42 in/h14391430519Rain Bird PEB-IVMTurf Spray1.68 in/h13659819920Rain Bird PEB-IVMTurf Spray1.56 in/h13962120721Rain Bird XCZ-100-IVMQArea for Drip Emitters0.39 in/h0.671031,06335422Rain Bird PEB-IVMTurf Spray2.07 in/h13051217123Rain Bird XCZ-100-IVMQArea for Drip Emitters0.27 in/h0.671501,16538824Rain Bird PEB-IVMTurf Spray2.17 in/h12854518225Rain Bird PEB-IVMTurf Spray1.82 in/h13379126426Rain Bird XCZ-100-IVMQArea for Drip Emitters0.32 in/h0.6712540913627Rain Bird PEB-IVMTurf Spray1.5 in/h14143714628Rain Bird PEB-IVMTurf Rotary0.75 in/h1811,10136729Rain Bird PEB-IVMTurf Spray1.71 in/h13680326830Rain Bird PEB-IVMTurf Spray1.63 in/h13785728631Rain Bird XCZ-100-IVMQArea for Drip Emitters0.26 in/h0.6715453717932Rain Bird PEB-IVMTurf Spray1.87 in/h13379726633Rain Bird PEB-IVMTurf Spray1.54 in/h13931910634Rain Bird XCZ-100-IVMQArea for Drip Emitters0.26 in/h0.671561,37245735Rain Bird PEB-IVMTurf Spray2.12 in/h12982927636Rain Bird PEB-IVMTurf Spray2.17 in/h12884128037Rain Bird PEB-IVMTurf Spray1.86 in/h13327491.338Rain Bird PEB-IVMTurf Spray2.19 in/h128545182TOTALS:2,68033,07011,023WATERING SCHEDULE3530252015105000:00 00:10 00:20 00:30 00:40 00:50 01:00 01:10 01:20 01:30 01:40 01:50 02:00 02:10 02:20 02:30 02:40 02:50 03:00 03:10 03:20 03:30 03:40 03:50 04:00 04:10 04:20 Program: (4) allTotal Time: 04:12Total Water Use: 7,151 gallonsMax Allowed GPM: 33RUNTIME SUMMARYTimeGPML2.2 - NOTES & DETAILS----GENERAL IRRIGATION SPECIFICATIONS AND NOTES1.THE SYSTEM SHALL BE DESIGNED TO PROVIDE 100% COVERAGE. ANY CHANGES MADE IN THE LAYOUT DUE TOFIELD CONDITIONS SHALL BE IN ACCORDANCE WITH THESE STANDARDS. CONTRACTOR SHALL NOTIFY LANDSCAPEARCHITECT OF ANY DISCREPANCIES IN PLANS OR SPECIFICATIONS PRIOR TO BEGINNING OR CONTINUING WORK.THIS PLAN IS SCHEMATIC AND DUE TO THE NATURE OF CONSTRUCTION SLIGHT FIELD MODIFICATIONS MAY BENECESSARY TO IMPLEMENT PLAN.2.THE CONTRACTOR SHALL MAKE NO SUBSTITUTIONS, DELETIONS, OR ADDITIONS TO THIS PLAN WITHOUTAPPROVAL OF THE LANDSCAPE ARCHITECT.3.ALL CONSTRUCTION SHALL CONFORM TO TOWN, COUNTY, STATE, AND FEDERAL REQUIREMENTS. IT SHALL BETHE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO ENSURE THAT ALL IRRIGATION EQUIPMENT MEETSGOVERNMENT REGULATIONS. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR OBTAINING ANY NECESSARYPERMITS OR APPROVALS.4.VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF IRRIGATION SYSTEM. ALLUTILITIES AND STRUCTURES MAY NOT BE SHOWN ON THESE PLANS-CONTRACTOR SHALL FIELD VERIFY.5.PROJECT DESIGNED TO AN ASSUMED 75 PSI AT THE METER. CONTRACTOR TO VERIFY ACTUAL AVAILABLE WATERPRESSURE BEFORE BEGINNING INSTALLATION. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT IFAVAILABLE WATER PRESSURE IS LESS THAN 75 PSI.6.CONTRACTOR TO FIELD VERIFY ALL POINT OF CONNECTION SOURCE INFORMATION INCLUDING PSI AND GPMPRIOR TO CONSTRUCTION.7.IRRIGATION DESIGN IS SCHEMATIC ONLY. FULL AND COMPLETE SHOP DRAWINGS SHALL BE SUBMITTED FORREVIEW BY THE OWNER'S REPRESENTATIVE.8.CONTRACTOR SHALL COORDINATE WITH THE PLANTING PLAN FOR PLANTER BED AND TREE LOCATIONS TOENSURE ALL PLANT MATERIAL IS COVERED BY 100% HEAD-TO-HEAD IRRIGATION.9.CONTRACTOR SHALL PROVIDE "AS-BUILT" DRAWINGS OF THE FINAL INSTALLATION TO OWNER AT SUBSTANTIALCOMPLETION BEFORE RECEIVING FINAL PAYMENT.10.IRRIGATION CONTRACTOR TO COORDINATE POWER SUPPLY TO ELECTRIC CONTROLLERS WITH ELECTRICALCONTRACTOR.11.IRRIGATION CONTRACTOR SHALL SECURE ANY AND ALL NECESSARY PERMITS FOR THE WORK PRIOR TOCOMMENCEMENT OF HIS OPERATIONS ON-SITE. COPIES OF THE PERMITS SHALL BE SENT TO THEOWNER/GENERAL CONTRACTOR. WORK IN THE R.O.W. SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONSOF LOCAL AND/OR STATE JURISDICTION.12.IRRIGATION LATERAL LINES, MAIN LINES AND EQUIPMENT MAY BE SHOWN OUTSIDE PROPERTY LINES ON THISPLAN, ALL IRRIGATION LINES AND EQUIPMENT ARE TO BE WITHIN AND INSTALLED WITHIN THE LIMITS OF THEPROPERTY LINE.13.LOCATE ALL IRRIGATION LINES WITHIN LANDSCAPED AREAS WHENEVER POSSIBLE. ALL LINES UNDER PAVEMENTMUST BE SLEEVED. ALL VALVES SHALL BE LOCATED WITHIN LANDSCAPED AREAS, AS SPECIFIED.12.IRRIGATION SYSTEMS CONNECTED TO POTABLE WATER SUPPLY, SHALL HAVE A BACKFLOW PREVENTERINSTALLED.13.SUPPLY LINE AND METER TO BE PROVIDED BY GENERAL CONTRACTOR. BACKFLOW PREVENTER TO BE PROVIDEDBY IRRIGATION CONTRACTOR. IRRIGATION CONTRACTOR'S POINT OF CONNECTION TO BEGIN AFTER THEIRRIGATION WATER METER.14.INSTALL ALL BACKFLOW PREVENTION DEVICES AND ALL PIPING BETWEEN THE POINT OF CONNECTION AND THEBACKFLOW PREVENTER AS PER LOCAL CODES. FINAL LOCATION SHALL BE DETERMINED BY THE OWNER'SAUTHORIZED REPRESENTATIVE.15.CONTRACTOR TO COORDINATE LOCATION OF ALL METERS AND BACKFLOW ASSEMBLIES WITH PROJECT OWNER.16.THE IRRIGATION CONTRACTOR SHALL BE DIRECTLY RESPONSIBLE FOR SLEEVING AND DIRECTIONAL BORES. ALLSLEEVES SHALL BE TWO TIMES THE DIAMETER OF THE PIPE THEY'RE SLEEVING.17.EXISTING TREES TO REMAIN ARE TO BE PROTECTED FROM DAMAGE. DO NOT TRENCH OR EXCAVATE WITHIN THECRITICAL ROOT ZONE OF ANY TREE.18.ALL SLEEVES UTILIZED BY THE IRRIGATION CONTRACTOR WHETHER INSTALLED BY HIM OR NOT, SHALL BELOCATED ON THE "AS-BUILT" DRAWINGS. THE DEPTH BELOW FINISH GRADE, TO THE NEAREST FOOT OF EACH ENDOF THE SLEEVE SHALL BE NOTED AT EACH SLEEVE LOCATION ON THE "AS-BUILT" DRAWINGS. ALL SLEEVES ONPLAN FOR WALL PENETRATIONS AND UNDER SIDEWALKS SHALL BE SIZED TWO PIPE SIZES GREATER THAN THEPIPE IT CARRIES. ALL IRRIGATION SLEEVING TO BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR.ELECTRICAL WIRES FOR IRRIGATION VALVES AND IRRIGATION LINES ARE TO BE PLACED IN SEPARATE SLEEVES.SEE SLEEVING DETAIL.19.ALL PRESSURIZED MAINLINES AND LATERALS UNDER PAVEMENT SHALL BE WITHIN SLEEVES AS NOTED. WHEREELECTRIC OR HYDRAULIC VALVE CONTROL LINES PASS THROUGH A SLEEVE WITH OTHER MAIN OR LATERAL LINESTHEY SHALL BE CONTAINED WITHIN A SEPARATE, SMALLER CONDUIT.20.SLEEVES UNDER EXISTING PAVEMENT MUST BE DIRECTIONAL BORE. OPEN CUT IS NOT AN OPTION.21.NUMBER THE TOP OF ALL VALVE BOX LIDS WITH MINIMUM 1" HEIGHT BLACK LETTERS TO CORRESPOND TOAUTOMATIC AND GATE VALVE DESIGNATIONS. ALL HOSE BIBB VALVE BOXES SHALL BE LABELED IN A SIMILARMANNER WITH THE DESIGNATION "HB". LETTER OUTSIDE OF TIME CLOCK CABINETS TO CORRESPOND WITHIRRIGATION CLOCK PROGRAM DESIGNATION.22.THE IRRIGATION CONTRACTOR SHALL INSTALL A COLOR CODED METAL DETECTABLE MARKING TAPE WHICHCLEARLY NOTES: "CAUTION: IRRIGATION LINE BURIED BELOW." THE TAPE SHALL BE INSTALLED THE FULL LENGTHOF THE IRRIGATION MAINLINE.23.ALL VALVES, SPLICES WITHIN CONTROL LINES, AND QUICK COUPLERS SHALL BE LOCATED WITHIN VALVE BOXES.24.ALL UNSIZED PIPE SHALL BE 3/4" UNLESS OTHERWISE NOTED ON PLAN. SEE LATERAL PIPE SIZING REQUIREMENTS.25.LOCATE ALL VALVES IN PLANTING BEDS WITH A MINIMUM OF 3'-0" FROM BACK OF CURB OR EDGE OF PAVEMENT,UNLESS OTHERWISE NOTED. PIPE SIZES ON EITHER SIDE OF SECTION VALVES CONNECTING MAINLINE TOSECTION LATERAL SHALL BE ONE (1) PIPE SIZE LARGER THAN VALVE SIZE. WHERE MAINLINES RUN PARALLEL TOPAVEMENT OR CURBING, THE MAINLINE SHALL BE OFFSET 2'-0" FROM THE EDGE OF PAVEMENT OR CURB.26.IRRIGATION ZONES SHALL BE SEPARATED FOR HIGH AND LOW WATER USE REQUIREMENTS AND OPERATED ONDIFFERENT WATERING CYCLES. BUBBLERS, DRIPLINE, AND SPRAY HEADS SHALL BE SEPARATED ON DIFFERENTVALVES. AT NO TIME SHALL MULTIPLE IRRIGATION HEAD TYPES BE LOCATED ON THE SAME VALVE.27.ALL DRIP ZONES SHALL BE INSTALLED WITH A FLUSH VALVE AND DRIP INDICATOR.28.IRRIGATION CONTRACTOR TO COORDINATE WITH OWNER FOR FINAL CONTROLLER AND RAIN SENSOR LOCATIONS.THE CONTROLLER SHALL BE PLACED IN A LOCKING CABINET APPROPRIATE FOR ITS LOCATION. (INDOOR VS.OUTDOOR USE)29.IRRIGATION CONTRACTOR SHALL REVIEW WINTERIZATION PROCEDURES FOR IRRIGATION SYSTEM WITH OWNERSREPRESENTATIVE.30.LOCATE THE AUTOMATIC RAIN / FREEZE SENSOR SHUTOFF DEVICE IN AN AREA THAT IS UNOBSTRUCTED BYTREES, ROOF OVERHANGS, OR ANY OTHER OVERHEAD OBJECT. THE SENSOR SHALL NOT BE PLACED WITHIN THESPRAY ZONE OF ANY SPRINKLER HEAD, INCLUDING OFF-SITE IRRIGATION. CONTRACTOR SHALL LOCATE SENSORWITHIN CLOSE PROXIMITY TO THE IRRIGATION CONTROLLER.31.CONTRACTOR SHALL PERFORM HYDRO-TESTING OF MAIN LINES. HYDRO-TESTING TO BE PERFORMED AS LISTED: THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE FORTY-EIGHT (48) HOURS IN ADVANCE OFTESTING. PRIOR TO BACKFILLING, CONTRACTOR SHALL FILL PIPING WITH WATER, IN THE PRESENCE OF THEOWNER'S REPRESENTATIVE, TAKING CARE TO PURGE THE AIR FROM IT. A SMALL, HIGH PRESSURE PUMP OROTHER MEANS OF MAINTAINING A CONTINUOUS WATER SUPPLY SHALL BE CONNECTED TO THE PIPING AND SETSO AS TO MAINTAIN 125 PSI FOR TWO (2) HOURS WITHOUT INTERRUPTION. CONTRACTOR SHALL MAKE ANYNECESSARY CORRECTIONS AND RETEST THE SYSTEM UNTIL THE OWNER'S REPRESENTATIVE IS SATISFIED THATTHE SYSTEM IS REASONABLY SOUND.32.ALL WIRING FOR CONNECTION OF THE VALVES TO THE CONTROLLER SHALL FOLLOW MANUFACTURERSSPECIFICATIONS.33.CONTRACTOR TO MINIMIZE IRRIGATION OVERTHROW TO IMPERVIOUS AND NATURAL AREAS THROUGH FIELDADJUSTMENTS TO INDIVIDUAL HEADS.34.ALL UNIMPROVED AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO THEIR ORIGINALCONDITION BY THE CONTRACTOR.35.ALL PLANT MATERIAL IN TREE HOLDING AREAS SHALL BE MANUALLY WATERED/IRRIGATED TO KEEP MOIST UNTILPLANTED.PMR PMR © NORTH 3RD APARTMENTS PREPARED FOR NORTH 3RD APARTMENTS, LLC.®BEFORE YOU DIG, CALL1-800-424-5555 1111 © NORTH 3RD APARTMENTS PREPARED FOR NORTH 3RD APARTMENTS, LLC.®BEFORE YOU DIG, CALL1-800-424-5555 ASD REG REG 07/28/2023 IRRIGATION NOTES AND DETAILSL2.30REDUCED PRESSURE BACKFLOW W/ ENCLOSURESECTIONNTSSERVICESIDEMAINLINESIDE12ENCLOSURE SIZE PLUS 6"LENGTH AND WIDTH3HEIGHT AS PERLOCAL CODE 456789REDUCEDPRESSUREBACKFLOW DEVICEAS SPECIFIED1BACKFLOWENCLOSURE ASSPECIFIED2CONCRETE THRUSTBLOCKS, 90 LBS OFCONCRETE EACH3GALVANIZEDNIPPLES AND ELLAS REQUIRED4GALVANIZEDUNIONS AT EACHSIDE5GALVANIZEDRISERS64" THICK MIN.CONCRETE PAD7GALVANIZED ELLAND NIPPLE,TYPICAL8PVC COUPLER ORREDUCER ASREQUIRED, TYPICAL9NO VALVES, REDUCERS, OR ELBOWS IN THIS AREA.FIVE PIPE DIAMETERS18" MINIMUM BELOW GRADE.1/2" WIRE CLOTH GOPHER SCREEN, WRAPUP SIDES, OVER BRICK SUPPORTS,ONE EACH SIDE (TWO PER BOX).AT BOTTOM OF EACH BOX:30" LOOPED WIRES.SCH 80 NIPPLES,VALVE INLET SIZE.WATERPROOF WIRECONNECTORS, ONMASTER CONTROL VALVE AS SPECIFIED.SENSOR TERMINAL BOARDREDUCER AS REQUIRED.TEN PIPE DIAMETERSPVC MAIN LINEFROM BACKFLOWDEVICE.FLOWSENSOR CABLE TO CONTROLLERNDS RECTANGULAR BOXES WITH 6' EXTENSIONS AS REQUIRED.FINISHED GRADE.FLOW SENSOR AS SPECIFIED.SCHEDULE 80 NIPPLES, VALVE INLET SIZE.WATERPROOF WIRE CONNECTORS ON18" LOOPED WIRES.MASTER CONTROL VALVE / FLOW SENSOR ASSEMBLYSECTIONNTSTYPICAL QUICK COUPLERSECTIONNTSNOTE:FURNISH FITTINGS AND PIPING NOMINALLY SIZED IDENTICAL TO NOMINAL QUICK COUPLING VALVEINLET SIZE.FINISHED GRADE/ TOPOF MULCHQUICK-COUPLING VALVEVALVE BOX WITH COVERPVC SCH 80 NIPPLE6-INCH MINIMUM DEPTH OF3/4-INCH WASHED GRAVELBRICK (1 EACH CORNER) SUPPORTPVC SCH 80 NIPPLEPVC SCH 40 SWEEP ELLPVC SCH 40 SWEEP ELLPVC SCH 40 TEE OR ELLMAINLINE PIPEPVC SCH 40 ELLSTAINLESS STEEL GEARCLAMPS OR EQUIVALENTSUPPORT SYSTEM6" MIN. THICKNESS,CONCRETE BASE:AS PER LOCAL CODE.8 FT. COPPER GROUNDSLOPE FOR DRAINAGE.OF ENCLOSURE WITHOUTSIDE DIMENSIONSEXTEND 6" BEYONDCONTROLLER TO THE PAD.BOLTS TO SECURE THE FOOTING. USE GALV. "J"CONTROLLER ON CONCRETEPEDESTAL MOUNT IRRIGATIONELECTRICAL SOURCE,WITH SWEEP ELL FOR1" SCH. 40 CONDUITLOCKING SWITCH.GFI RECEPTACLE ANDSCHEDULE 40LONG SWEEP ELL.CONDUIT WITH6"4" 3"FROM FIELD.1 1/2" PVC14 GA. WIRESIRRIGATION CONTROLLER - PEDESTAL MOUNTSECTIONNTSHFINSTALL PER LOCAL ELECTRIC CODES.IVM DRIP ZONE VALVE KIT - .3-20 GPMSECTIONNTSWATERPROOF SPLICE CONNECTION: RAIN BIRD WC20(TWO REQUIRED)IVM-SOL: COMBINATION SOLENOID AND DECODERJUMBO VALVE BOX WITH COVER: RAIN BIRD VB-JMBFINISH GRADE OR TOP OF MULCHBRICK (1 OF 4)PVC PIPE3-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVELPVC SCH 80 NIPPLE 1"PVC SCH 80 ELBOWPVC SCH 80 NIPPLE (2" LENGTH, HIDDEN) AND PVC SCH80 ELBOWPVC SCH 80 TEE OR ELBOWPVC SCH 40 MALE ADAPTERTWO-WIRE CABLE BETWEEN DEVICES (FIELD DECODER,SENSOR DECODER, LINE SURGE PROTECTORCONTROLLER)12356478109111213IVM TWO-WIRE CONTROL VALVESECTIONNTS 2-WIRE CABLEIVM-SOL: SOLENOID / DECODER COMBO RAIN BIRD PEB/PESB/PESB-R WITH IVMVALVE BOX WITH COVER:WATERPROOF CONNECTION RAIN BIRD WC20 (TWO REQUIRED)PVC SCH 40 ELLFINISH GRADE/TOP OF MULCHPVC SCH 80 NIPPLE (CLOSE)PVC SCH 80 NIPPLE (LENGTH AS REQUIRED)PVC MAINLINE PIPEPVC SCH 40 TEE OR ELL234567891012131415BRICK (1 OF 4)1235647810911121314151116 LENGTH, HIDDEN) AND1630-INCH LENGTH OFREMOTE CONTROL VALVE: RAIN BIRD VB-STDSCH 80 NIPPLE (2-INCH SCH 40 ELLPVC SCH 40 MALE ADAPTER3-INCH MINIMUM DEPTH OFPVC LATERAL PIPE 3/4-INCH WASHED GRAVEL1LATERAL PIPETYPICAL SPRAY / ROTAR HEADSECTIONNTS12" MIN 6" CLEARNOZZLESFINISHEDGRADE/TOPOF MULCH1/2" FLEX PIPE, LENGTH AS NEEDEDSCH 40 SWEEP ELBOWLATERAL TEEPOP-UP SPRAY SPRINKLER ONRISER AS SPECIFIED PERIRRIGATION SCHEDULE1 1/2" = 1'-0"DRIP FLUSH VALVE10" DIAMETER VALVE BOX.COIL 24" TO 30" OF DRIP TUBING IN THEBOX.34" PVC BALL VALVE WITHSHORT NIPPLE.12" DRIP TUBING.2"SET VALVE BOX 2" ABOVEFINISHED GRADE OF SHRUBAREA.4" THICK LAYER OF WASHEDGRAVEL. THE BOX SHALL RESTUPON THE ROCK BED. DO NOTEXTEND GRAVEL INTO BOX.12" DRIP TUBING TO 34" FPT ADAPTER.KHA-LI-TEM-IVM-217ECO INDICATOR - FLEX TUBINGSECTIONNTS1234512LEGEND:ECO INDICATOR34PVC LATERAL PIPEFINISHED GRADEADJACENT MULCH5FLEX TUBINGRAIN SENSOR - WIRELESSSECTIONNTSWR2WIRELESS SENSOR PMR PMR 1243568910 © NORTH 3RD APARTMENTS PREPARED FOR NORTH 3RD APARTMENTS, LLC.®BEFORE YOU DIG, CALL1-800-424-5555 ASD REG REG 07/28/2023 IRRIGATION NOTES AND DETAILSL2.40GROUNDING ROD1" = 1'-0"8'-0" TO 12'-0"NOTES:1.ALL GROUNDING REQUIREMENTS FOR CONTROLLERSSHALL CONFORM TO LOCAL ELECTRIC CODES.2.GROUNDING ROD SHALL NOT BE LOCATED IN THESAME TRENCH AS IRRIGATION MAINLINES ORLATERAL LINES.3.VALVE BOX SHALL BE WRAPPED WITH A MINIMUM 3MIL THICK PLASTIC AND SECURED TO THE VALVE BOXUSING DUCT TAPE OR ELECTRICAL TAPE.4.INSTALL GROUNDING ROD PER THE CONTROLLERMANUFACTURER'S SPECIFICATIONS ANDRECOMMENDATIONS.12456724" MINIMUMWIRE DEPTH8'-0"3FINISH GRADE1PAVEMENT2THREE (3) 4" x 8" BRICKS35/8" x 8'-0" COPPERGROUNDING ROD4GROUNDING ROD CLAMP5#6 AWG BARE COPPER WIRE61/2" PVC ELECTRICAL CONDUITAND SWEEP FOR EARTH GROUND710'12" MIN18" MIN18" MIN12" MINALL PLASTIC PIPING TO BE SNAKED INTRENCHES AS SHOWN.TAPE AND BUNDLE WIRING AT 10 FT. INTERVALSALL MAIN LINES TO BE INSTALLED IN ACCORDANCEWITH MANUFACTURER'S INSTALLATIONSPECIFICATIONS.120 VOLT IN CONDUITWIRINGMAIN SUPPLYLATERALMAIN SUPPLY,LATERAL, ANDWIRINGMAINLINEWIRINGLATERALMETAL DETECTABLEMARKING TAPETYPICAL TRENCHINGSECTIONNTSALL 120 VOLT WIRING IN CONDUITTO BE INSTALLED IN ACCORDANCEWITH LOCAL CODE.12" MIN12" MINTYPICAL THRUST BLOCKSECTIONNTSINSTALLATION NOTES:1.ALL MAIN LINE TO BE INSTALLED ACCORDING ANDTESTED TO MANUFACTURER'S INSTALLATIONINSTRUCTIONS.2.ALL TRENCH DEPTHS AND WIDTHS SHALL BE SHOWN ONTHE TYPICAL TRENCHING DETAILS.TYPICAL SLEEVINGSECTIONNTS3'-0" MIN3'-0" MIN3'-0" MIN3" = 1'-0"DRIP EMITTER AT 1/4" TUBINGSINGLE-OUTLET EMITTER.1/2" POLY DRIP TUBING.EMITTER.TIE-DOWN STAKE AT TOP OF MULCH ELEVATION.1/4" DISTRIBUTION TUBING.1/4" TUBING STAKE.DIFFUSER BUG CAP.FX-IR-FX-EMIT-034BRASS BALL ISOLATION VALVE1 1/2" = 1'-0"10"X15" RECTANGULAR BOX WITH6" EXTENSION.SET BOX FLUSHTO GRADE.ISOLATION BALL VALVEAS SPECIFIED, SAMESIZE AS MAIN LINE.SCHEDULE 80 THREADEDNIPPLE AS REQUIRED.PVC MAIN LINE.TWO 6X2X16 CONCRETE BLOCK CAPS,ONE ON EACH SIDE OF BOX.1/2" WIRE CLOTTH GOPHERSCREEN, WRAP UP SIDES.5FX-IR-FX-ISOV-02PMR PMR 1326