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Aspen & 5th Ave Improvements
VICINITY MAPNORTHPROJECT NO:18098.06SHEETTITLEC1.1COVER SHEETC2.1ABBREVIATIONS AND LEGENDSC3.1EXISTING TOPOGRAPHY AND DEMOLITION PLANC4.1OVERALL SITE LAYOUTC5.1ASPEN STREET - STREET & STORM DRAIN PLAN AND PROFILEC5.25TH AVENUE - STREET & STORM DRAIN PLAN AND PROFILEC5.3ASPEN STREET & 5TH AVENUE - WATER MAIN PLAN AND PROFILEC6.1GRADING PLAN - ASPEN STREET CONNECTION TO 7TH AVENUEC6.2GRADING PLAN - ASPEN STREET APPROACHESC6.3GRADING PLAN - ASPEN STREET CONNECTION TO 5TH AVENUEC6.4GRADING PLAN - 5TH AVENUE NORTH AND SOUTH CONNECTIONSC7.1TYPICAL SECTIONSC7.2STREET DETAILSC7.3WATER MAIN DETAILSC7.4STORM DRAIN & PAVER DETAILSC8.1ASPEN STREET CROSS SECTIONSC8.25TH AVENUE CROSS SECTIONSE1.1OVERALL ELECTRICAL PLANE1.2LIGHTING DETAILSE1.3FIBER OPTIC DETAILSL1.1LANDSCAPE GENERAL NOTESL1.2LANDSCAPE SITE LAYOUT PLANL1.3LANDSCAPE SITE DETAILSL1.4LANDSCAPE SITE DETAILSL1.5PLANTING NOTES & SCHEDULEL1.6PLANTING PLANL1.7PLANTING DETAILSL1.8IRRIGATION PERFORMANCE SPECIFICATIONSBOZEMAN, MONTANAPREPARED FOR:ASPEN ST & 5TH AVE IMPROVEMENTSBOZEMAN URBAN RENEWAL DISTRICTTASK ORDER #MID20-001SITE106 East BabcockBozeman, Montana 59715406.522.9876sandersonstewart.comRECORD DRAWINGSCITY OF BOZEMANBOZEMAN, MT 59715121 NORTH ROUSE AVEP:\18098_06_Bozeman_URD_TO#MID20-001_Aspen_St_Design_Svcs\CADD_C3D\PRODUCTION_DWG\18098_06_COVER.dwg, COVER, 7/13/2021 1:57:59 PM, ckramer, 1:1 CATCH CURBSPILL CURBTRANSITION FROM CATCHTAPER CURB HEAD 3'TO SPILL CURBGRADING PLANELECTRIC JUNCTION BOXEXISTING STORM DRAIN MANHOLEEXISTING CATCH BASINSIGNPOWER POLEEXISTING WATER VALVEEXISTING FIRE HYDRANTBOLLARDBUSHEXISTING CURB STOPFIRE DEPT. CONNECTIONFIBER OPTIC PEDESTALGAS METERGAS MANHOLEGAS VALVEGUYWIREIRRIGATION VALVEIRRIGATION BOXLIGHT POLEPOWER METERPOWER MANHOLEELECTRIC PEDESTALROOF DRAINSIGNAL POLEEXISTING SANITARY SEWER MANHOLESANITARY SEWER CLEAN OUTTELEPHONE BOXTELEPHONE MANHOLETELEPHONE PEDESTALTRANSFORMERCONIFEROUS TREEDECIDUOUS TREECOMMUNICATIONS MANHOLECOMMUNICATIONS PEDESTALWELLYARD HYDRANTDEMO AREAEW = FINISHED GRADE AT EDGE OF WALKTC = FINISHED GRADE AT TOP BACK OF CURBBC = FINISHED GRADE AT BUILDING CORNERTW = FINISHED GRADE AT TOP OF WALLAC = FINISHED GRADE AT ASPHALTEA = FINISHED GRADE AT EDGE OF ASPHALTEC = FINISHED GRADE AT EDGE OF CONCRETESDI = STORM DRAIN INLETSDMH = STORM DRAIN MANHOLEFL = FINISHED GRADE AT FLOWLINEFG = FINISHED GRADE EX = APPROXIMATE EXISTING ELEVATIONPOC = POINT ON CURVEEXISTING WATER REDUCERGAS WELLFOUND CORNER MONUMENT AS NOTEDSET CORNER MONUMENT, REBAR WITH CAPBENCHMARKSECTION QUARTER CORNERSECTION CORNERWTR = WATERPI = POINT OF INTERSECTIONPRC = POINT OF REVERSE CURVERT = RIGHTLT = LEFTSS = SANITARY SEWERPT = POINT OF TANGENCYSD = STORM DRAINGV = GATE VALVEBFV = BUTTERFLY VALVERED = REDUCERLF = LINEAL FOOTFT = FEETSSMH = SANITARY SEWER MANHOLEBVC = BEGIN VERTICAL CURVECS = CURB STOPEVC = END VERTICAL CURVEPVI = POINT OF VERTICAL INTERSECTIONLINETYPESABBREVIATIONSSYMBOLSPROPOSED CATCH BASINPROPOSED WATER REDUCERPROPOSED WATER VALVEPROPOSED FIRE HYDRANTPROPOSED CURB STOPPROPOSED SANITARY SEWER MANHOLEPROPOSED STORM DRAIN MANHOLEKEYNOTE CALL OUT(SEE KEYNOTE LEGEND)SRVC = SERVICE(TYP.) = TYPICALPC = POINT OF CURVATUREEXISTING MONUMENT BOXPROPOSED MONUMENT BOXNOTE:-EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THEENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES (WATER, POWER, GAS, STORM, SEWER, TELEPHONE & TELEVISION) MAY NOT BESTRAIGHT LINES OR AS INDICATED ON THE PLANS. STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS.-ALL IMPROVEMENTS SHALL BE PERFORMED IN ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS 6TH EDITION, APRIL, 2010, AND THE CITY OFBOZEMAN STANDARD MODIFICATIONS, DATED MARCH 31, 2011, WITH ADDENDUM.-UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED INTHE STATE WHERE THE PROJECT IS LOCATED AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES ASARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED.GR = EXISTING GRADE AT GROUNDBRK = GRADE BREAKFIBER OPTICGAS PIPELINEOIL PIPELINEUNDERGROUND POWERSANITARY SEWERSTORM DRAINTELEPHONETELEVISION/CABLEWATERCONTOUROVERHEAD POWERFENCE - VINYLFENCE - BARBWIREFENCE - WOODCURB AND GUTTEREDGE OF ASPHALTEDGE OF GRAVELFENCE - CHAINLINK/WOVEN WIREEXISTINGPROPOSEDHP = HIGH POINTRECORD DRAWINGS FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION TASK ORDER #MID20-001 ABBREVIATIONS AND LEGENDS ASPEN ST & 5TH AVE IMPROVEMENTS BOZEMAN URBAN RENEWAL DISTRICT BOZEMAN, MONTANAC2.1- 18098_06_COVER.DWG CMK 03/06/20 FOR BIDDING 03/27/20 04/01/20 06/05/20 07/14/20 07/24/20 07/31/20 ADDENDUM #1 ADDENDUM #2 FOR CONSTRUCTION MDT PLAN UPDATES MDT PLAN UPDATES MDT PLAN UPDATES 11/25/20 SUBSTANTIAL COMPLETION 18098.06NEW FIBER HANDHOLEPERMEABLE PAVERSP:\18098_06_Bozeman_URD_TO#MID20-001_Aspen_St_Design_Svcs\CADD_C3D\PRODUCTION_DWG\18098_06_COVER.dwg, LEGENDS, 7/13/2021 1:58:01 PM, ckramer, 1:1 15 SPEEDLIMIT PARK 8:00 AMTO 8:00 PMHERE TONOCO R N E R PA R K I N G CP#6 CP#825SPEEDLIMIT 0 40 SCALE: 1" = 40' 802040 NORTH NOTE: -EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES (WATER, POWER, GAS, STORM, SEWER, TELEPHONE & TELEVISION) MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS. STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. -ALL IMPROVEMENTS SHALL BE PERFORMED IN ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS 6TH EDITION, APRIL, 2010, AND THE CITY OF BOZEMAN STANDARD MODIFICATIONS, DATED MARCH 31, 2011, WITH ADDENDUM. -UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN THE STATE WHERE THE PROJECT IS LOCATED AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED.RECORD DRAWINGSFILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONTASK ORDER #MID20-001EXISTING TOPOGRAPHY AND DEMOLITION PLANASPEN ST & 5TH AVE IMPROVEMENTSBOZEMAN URBAN RENEWAL DISTRICTBOZEMAN, MONTANAC3.1 -18098_06_EXISTING_PROD.DWGCMK03/06/20FOR BIDDING03/27/2004/01/2006/05/2007/14/2007/24/2007/31/20ADDENDUM #1ADDENDUM #2FOR CONSTRUCTIONMDT PLAN UPDATESMDT PLAN UPDATESMDT PLAN UPDATES11/25/20SUBSTANTIAL COMPLETION18098.06PROJECT SURVEY CONTROL Point # 6 8 Northing 123343.59 122634.39 Easting 380721.16 380735.32 Elevation 4770.78 4786.19 Description BM /FH ARROW BOLT BM /FH ARROW BOLT P:\18098_06_Bozeman_URD_TO#MID20-001_Aspen_St_Design_Svcs\CADD_C3D\PRODUCTION_DWG\18098_06_EXISTING_PROD.dwg, EXISTING, 7/13/2021 1:58:02 PM, ckramer, 1:1 BACK-INANGLEPARKINGONLYBACK-INANGLEPARKINGONLYBACK-INANGLEPARKINGONLYBACK-INANGLEPARKINGONLY0 40 SCALE: 1" = 40' 802040 NORTH NOTE: -EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES (WATER, POWER, GAS, STORM, SEWER, TELEPHONE & TELEVISION) MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS. STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. -ALL IMPROVEMENTS SHALL BE PERFORMED IN ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS 6TH EDITION, APRIL, 2010, AND THE CITY OF BOZEMAN STANDARD MODIFICATIONS, DATED MARCH 31, 2011, WITH ADDENDUM. -UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN THE STATE WHERE THE PROJECT IS LOCATED AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED.RECORD DRAWINGSFILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONTASK ORDER #MID20-001OVERALL SITE LAYOUTASPEN ST & 5TH AVE IMPROVEMENTSBOZEMAN URBAN RENEWAL DISTRICTBOZEMAN, MONTANAC4.1 -18098_06_OVERALL_PROD.DWGCMK03/06/20FOR BIDDING03/27/2004/01/2006/05/2007/14/2007/24/2007/31/20ADDENDUM #1ADDENDUM #2FOR CONSTRUCTIONMDT PLAN UPDATESMDT PLAN UPDATESMDT PLAN UPDATES11/25/20SUBSTANTIAL COMPLETION18098.06P:\18098_06_Bozeman_URD_TO#MID20-001_Aspen_St_Design_Svcs\CADD_C3D\PRODUCTION_DWG\18098_06_OVERALL_PROD.dwg, SITE, 7/13/2021 2:00:19 PM, ckramer, 1:1 NORTH VERT. : 1" = 5' HORIZ. : 1" = 30' PROFILE PLAN : 1" = 30' SCALE 30 15 0 SCALE:1" = 30' 30 60 RECORD DRAWINGSFILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONTASK ORDER #MID20-001ASPEN STREET - STREET & STORM DRAIN PLAN AND PROFILEASPEN ST & 5TH AVE IMPROVEMENTSBOZEMAN URBAN RENEWAL DISTRICTBOZEMAN, MONTANAC5.1 -18098_06_PNP_PROD.DWGCMK03/06/20FOR BIDDING03/27/2004/01/2006/05/2007/14/2007/24/2007/31/20ADDENDUM #1ADDENDUM #2FOR CONSTRUCTIONMDT PLAN UPDATESMDT PLAN UPDATESMDT PLAN UPDATES11/25/20SUBSTANTIAL COMPLETION18098.06P:\18098_06_Bozeman_URD_TO#MID20-001_Aspen_St_Design_Svcs\CADD_C3D\PRODUCTION_DWG\18098_06_PNP_PROD.dwg, C5.1, 7/13/2021 2:00:40 PM, ckramer, 1:1 NORTH VERT. : 1" = 5' HORIZ. : 1" = 30' PROFILE PLAN : 1" = 30' SCALE 30 15 0 SCALE:1" = 30' 30 60 RECORD DRAWINGSFILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONTASK ORDER #MID20-0015TH AVENUE - STREET & STORM DRAIN PLAN AND PROFILEASPEN ST & 5TH AVE IMPROVEMENTSBOZEMAN URBAN RENEWAL DISTRICTBOZEMAN, MONTANAC5.2 -18098_06_PNP_PROD.DWGCMK03/06/20FOR BIDDING03/27/2004/01/2006/05/2007/14/2007/24/2007/31/20ADDENDUM #1ADDENDUM #2FOR CONSTRUCTIONMDT PLAN UPDATESMDT PLAN UPDATESMDT PLAN UPDATES11/25/20SUBSTANTIAL COMPLETION18098.06P:\18098_06_Bozeman_URD_TO#MID20-001_Aspen_St_Design_Svcs\CADD_C3D\PRODUCTION_DWG\18098_06_PNP_PROD.dwg, C5.2, 7/13/2021 2:00:59 PM, ckramer, 1:1 NORTHVERT. : 1" = 5'HORIZ. : 1" = 30'PROFILEPLAN : 1" = 30'SCALE30150SCALE:1" = 30'3060NORTHRECORD DRAWINGS FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION TASK ORDER #MID20-001 ASPEN STREET & 5TH AVENUE - WATER MAIN PLAN AND PROFILE ASPEN ST & 5TH AVE IMPROVEMENTS BOZEMAN URBAN RENEWAL DISTRICT BOZEMAN, MONTANAC5.3- 18098_06_PNP_PROD.DWG CMK 03/06/20 FOR BIDDING 03/27/20 04/01/20 06/05/20 07/14/20 07/24/20 07/31/20 ADDENDUM #1 ADDENDUM #2 FOR CONSTRUCTION MDT PLAN UPDATES MDT PLAN UPDATES MDT PLAN UPDATES 11/25/20 SUBSTANTIAL COMPLETION 18098.06 P:\18098_06_Bozeman_URD_TO#MID20-001_Aspen_St_Design_Svcs\CADD_C3D\PRODUCTION_DWG\18098_06_PNP_PROD.dwg, C5.3, 7/13/2021 2:01:24 PM, ckramer, 1:1 RECORD DRAWINGSFILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONTASK ORDER #MID20-001GRADING PLAN - ASPEN STREET CONNECTION TO 7TH AVENUEASPEN ST & 5TH AVE IMPROVEMENTSBOZEMAN URBAN RENEWAL DISTRICTBOZEMAN, MONTANAC6.1 -18098_06_GRADING_PROD.DWGCMK03/06/20FOR BIDDING03/27/2004/01/2006/05/2007/14/2007/24/2007/31/20ADDENDUM #1ADDENDUM #2FOR CONSTRUCTIONMDT PLAN UPDATESMDT PLAN UPDATESMDT PLAN UPDATES11/25/20SUBSTANTIAL COMPLETION18098.06NORTH 5 2.5 0 SCALE:1" = 5' 5 10 P:\18098_06_Bozeman_URD_TO#MID20-001_Aspen_St_Design_Svcs\CADD_C3D\PRODUCTION_DWG\18098_06_GRADING_PROD.dwg, C6.1, 7/13/2021 2:03:52 PM, ckramer, 1:1 RECORD DRAWINGSFILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONTASK ORDER #MID20-001GRADING PLAN - ASPEN STREET APPROACHESASPEN ST & 5TH AVE IMPROVEMENTSBOZEMAN URBAN RENEWAL DISTRICTBOZEMAN, MONTANAC6.2 -18098_06_GRADING_PROD.DWGCMK03/06/20FOR BIDDING03/27/2004/01/2006/05/2007/14/2007/24/2007/31/20ADDENDUM #1ADDENDUM #2FOR CONSTRUCTIONMDT PLAN UPDATESMDT PLAN UPDATESMDT PLAN UPDATES11/25/20SUBSTANTIAL COMPLETION18098.06NORTH 5 2.5 0 SCALE:1" = 5' 5 10 P:\18098_06_Bozeman_URD_TO#MID20-001_Aspen_St_Design_Svcs\CADD_C3D\PRODUCTION_DWG\18098_06_GRADING_PROD.dwg, C6.2, 7/13/2021 2:03:59 PM, ckramer, 1:1 RECORD DRAWINGSFILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONTASK ORDER #MID20-001GRADING PLAN - ASPEN STREET CONNECTION TO 5TH AVENUEASPEN ST & 5TH AVE IMPROVEMENTSBOZEMAN URBAN RENEWAL DISTRICTBOZEMAN, MONTANAC6.3 -18098_06_GRADING_PROD.DWGCMK03/06/20FOR BIDDING03/27/2004/01/2006/05/2007/14/2007/24/2007/31/20ADDENDUM #1ADDENDUM #2FOR CONSTRUCTIONMDT PLAN UPDATESMDT PLAN UPDATESMDT PLAN UPDATES11/25/20SUBSTANTIAL COMPLETION18098.06NORTH 5 2.5 0 SCALE:1" = 5' 5 10 P:\18098_06_Bozeman_URD_TO#MID20-001_Aspen_St_Design_Svcs\CADD_C3D\PRODUCTION_DWG\18098_06_GRADING_PROD.dwg, C6.3, 7/13/2021 2:04:14 PM, ckramer, 1:1 RECORD DRAWINGSFILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONTASK ORDER #MID20-001GRADING PLAN - 5TH AVENUE NORTH AND SOUTH CONNECTIONSASPEN ST & 5TH AVE IMPROVEMENTSBOZEMAN URBAN RENEWAL DISTRICTBOZEMAN, MONTANAC6.4 -18098_06_GRADING_PROD.DWGCMK03/06/20FOR BIDDING03/27/2004/01/2006/05/2007/14/2007/24/2007/31/20ADDENDUM #1ADDENDUM #2FOR CONSTRUCTIONMDT PLAN UPDATESMDT PLAN UPDATESMDT PLAN UPDATES11/25/20SUBSTANTIAL COMPLETION18098.06NORTH 5 2.5 0 SCALE:1" = 5' 5 10 5TH AVENUE SOUTH CONNECTION5TH AVENUE NORTH CONNECTION P:\18098_06_Bozeman_URD_TO#MID20-001_Aspen_St_Design_Svcs\CADD_C3D\PRODUCTION_DWG\18098_06_GRADING_PROD.dwg, C6.4, 7/13/2021 2:04:32 PM, ckramer, 1:1 RECORD DRAWINGSFILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONTASK ORDER #MID20-001TYPICAL SECTIONSASPEN ST & 5TH AVE IMPROVEMENTSBOZEMAN URBAN RENEWAL DISTRICTBOZEMAN, MONTANAC7.1 -18098_06_DETAILS.DWGCMK03/06/20FOR BIDDING03/27/2004/01/2006/05/2007/14/2007/24/2007/31/20ADDENDUM #1ADDENDUM #2FOR CONSTRUCTIONMDT PLAN UPDATESMDT PLAN UPDATESMDT PLAN UPDATES11/25/20SUBSTANTIAL COMPLETION18098.06P:\18098_06_Bozeman_URD_TO#MID20-001_Aspen_St_Design_Svcs\CADD_C3D\PRODUCTION_DWG\18098_06_DETAILS.dwg, C7.1, 7/13/2021 2:06:24 PM, ckramer, 1:1 RECORD DRAWINGSFILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONTASK ORDER #MID20-001STREET DETAILSASPEN ST & 5TH AVE IMPROVEMENTSBOZEMAN URBAN RENEWAL DISTRICTBOZEMAN, MONTANAC7.2 -18098_06_DETAILS.DWGCMK03/06/20FOR BIDDING03/27/2004/01/2006/05/2007/14/2007/24/2007/31/20ADDENDUM #1ADDENDUM #2FOR CONSTRUCTIONMDT PLAN UPDATESMDT PLAN UPDATESMDT PLAN UPDATES11/25/20SUBSTANTIAL COMPLETION18098.06P:\18098_06_Bozeman_URD_TO#MID20-001_Aspen_St_Design_Svcs\CADD_C3D\PRODUCTION_DWG\18098_06_DETAILS.dwg, C7.2, 7/13/2021 2:06:33 PM, ckramer, 1:1 RECORD DRAWINGSFILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONTASK ORDER #MID20-001WATER MAIN DETAILSASPEN ST & 5TH AVE IMPROVEMENTSBOZEMAN URBAN RENEWAL DISTRICTBOZEMAN, MONTANAC7.3 -18098_06_DETAILS.DWGCMK03/06/20FOR BIDDING03/27/2004/01/2006/05/2007/14/2007/24/2007/31/20ADDENDUM #1ADDENDUM #2FOR CONSTRUCTIONMDT PLAN UPDATESMDT PLAN UPDATESMDT PLAN UPDATES11/25/20SUBSTANTIAL COMPLETION18098.06P:\18098_06_Bozeman_URD_TO#MID20-001_Aspen_St_Design_Svcs\CADD_C3D\PRODUCTION_DWG\18098_06_DETAILS.dwg, C7.3, 7/13/2021 2:06:45 PM, ckramer, 1:1 020SCALE: 1" = 20'401020NORTHNOTE:-EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THEENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES (WATER, POWER, GAS, STORM, SEWER, TELEPHONE & TELEVISION) MAY NOT BESTRAIGHT LINES OR AS INDICATED ON THE PLANS. STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS.-ALL IMPROVEMENTS SHALL BE PERFORMED IN ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS 6TH EDITION, APRIL, 2010, AND THE CITY OFBOZEMAN STANDARD MODIFICATIONS, DATED MARCH 31, 2011, WITH ADDENDUM.-UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED INTHE STATE WHERE THE PROJECT IS LOCATED AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES ASARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED.RECORD DRAWINGS FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION TASK ORDER #MID20-001 STORM DRAIN & PAVER DETAILS ASPEN ST & 5TH AVE IMPROVEMENTS BOZEMAN URBAN RENEWAL DISTRICT BOZEMAN, MONTANAC7.4- 18098_06_DETAILS.DWG CMK 03/06/20 FOR BIDDING 03/27/20 04/01/20 06/05/20 07/14/20 07/24/20 07/31/20 ADDENDUM #1 ADDENDUM #2 FOR CONSTRUCTION MDT PLAN UPDATES MDT PLAN UPDATES MDT PLAN UPDATES 11/25/20 SUBSTANTIAL COMPLETION 18098.06 P:\18098_06_Bozeman_URD_TO#MID20-001_Aspen_St_Design_Svcs\CADD_C3D\PRODUCTION_DWG\18098_06_DETAILS.dwg, C7.4, 7/13/2021 2:06:56 PM, ckramer, 1:1 VERT. : 1" = 5' HORIZ. : 1" = 30' SCALE030 SCALE: 1" = 30' 601530 RECORD DRAWINGSFILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONTASK ORDER #MID20-001ASPEN STREET CROSS SECTIONSASPEN ST & 5TH AVE IMPROVEMENTSBOZEMAN URBAN RENEWAL DISTRICTBOZEMAN, MONTANAC8.1 -18098_06_XSECT_PROD.DWGCMK03/06/20FOR BIDDING03/27/2004/01/2006/05/2007/14/2007/24/2007/31/20ADDENDUM #1ADDENDUM #2FOR CONSTRUCTIONMDT PLAN UPDATESMDT PLAN UPDATESMDT PLAN UPDATES11/25/20SUBSTANTIAL COMPLETION18098.06P:\18098_06_Bozeman_URD_TO#MID20-001_Aspen_St_Design_Svcs\CADD_C3D\PRODUCTION_DWG\18098_06_XSECT_PROD.dwg, C8.1, 7/13/2021 2:08:58 PM, ckramer, 1:1 VERT. : 1" = 5' HORIZ. : 1" = 30' SCALE030 SCALE: 1" = 30' 601530 RECORD DRAWINGSFILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONTASK ORDER #MID20-0015TH AVENUE CROSS SECTIONSASPEN ST & 5TH AVE IMPROVEMENTSBOZEMAN URBAN RENEWAL DISTRICTBOZEMAN, MONTANAC8.2 -18098_06_XSECT_PROD.DWGCMK03/06/20FOR BIDDING03/27/2004/01/2006/05/2007/14/2007/24/2007/31/20ADDENDUM #1ADDENDUM #2FOR CONSTRUCTIONMDT PLAN UPDATESMDT PLAN UPDATESMDT PLAN UPDATES11/25/20SUBSTANTIAL COMPLETION18098.06P:\18098_06_Bozeman_URD_TO#MID20-001_Aspen_St_Design_Svcs\CADD_C3D\PRODUCTION_DWG\18098_06_XSECT_PROD.dwg, C8.2, 7/13/2021 2:09:01 PM, ckramer, 1:1 2#82"CON2"CON2"CON2"CON2"CON2"CON2"CON2"CON2"CON2"CON2"CON2"CON2"CON2"CON2"CON2"CON2"CON2"CON2"CON2"CON2"CON2"CON2"CON2"CON2#82#82#82#82#82#82#82#82#82#88#62#82#82#82#82#82#82#82#82#82#82#82#82#84#64#64#64#64#64#64#64#64#64#64#64#64#64#64#64#64#64#64#64#64#64#64#6L1L3L2L4L5L8L7L9L10L11L124#82"CON4#6M2"CON2#84#6NORTH30150SCALE:1" = 30'3060RECORD DRAWINGS FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION TASK ORDER #MID20-001 OVERALL ELECTRICAL PLAN ASPEN ST & 5TH AVE IMPROVEMENTS BOZEMAN URBAN RENEWAL DISTRICT BOZEMAN, MONTANAE1.1- 18098_06_ELEC_PROD.DWG CMK 03/06/20 FOR BIDDING 03/27/20 04/01/20 06/05/20 07/14/20 07/24/20 07/31/20 ADDENDUM #1 ADDENDUM #2 FOR CONSTRUCTION MDT PLAN UPDATES MDT PLAN UPDATES MDT PLAN UPDATES 11/25/20 SUBSTANTIAL COMPLETION 18098.06NOTE:-EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THEENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES (WATER, POWER, GAS, STORM, SEWER, TELEPHONE & TELEVISION) MAY NOT BESTRAIGHT LINES OR AS INDICATED ON THE PLANS. STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS.-ALL IMPROVEMENTS SHALL BE PERFORMED IN ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS 6TH EDITION, APRIL, 2010, AND THE CITY OFBOZEMAN STANDARD MODIFICATIONS, DATED MARCH 31, 2011, WITH ADDENDUM.-UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED INTHE STATE WHERE THE PROJECT IS LOCATED AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES ASARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED.#81/C #8 AWG Copper Wire2"CON(L1-L12) Luminaire Pole w/2' Arm17' Mounting HeightFoundation-ConcreteFT121311,425Lighting Control Center Cabinet11,1003,000Roadway Luminaire, LED12846,000- All materials shall meet City of Bozeman standards and specifications.- All luminaire poles will have a convenience duplex festoon outlet receptacle (15 amp, 3 wire) suitable for outdoor use.- All luminaire poles will be designed to include loadings created by light string.- All conduit under the roadway and private driveways will be schedule 80.ESTIMATE OF QUANTITIESITEMQUANTUNITESTEACHEACHEACHEACHEACHFTFTFT1/C #6 AWG Copper WireKEY#6Pull Box-Composite Type 2 (JB14)Pull Box-Composite Type 1 (JB1-JB13)2" PVC Rigid ConduitCUYD1/C#10 AWG Copper WireString Light1,215LFP:\18098_06_Bozeman_URD_TO#MID20-001_Aspen_St_Design_Svcs\CADD_C3D\PRODUCTION_DWG\18098_06_ELEC_PROD.dwg, E1.1, 7/13/2021 2:11:23 PM, ckramer, 1:1 RECORD DRAWINGS FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION TASK ORDER #MID20-001 LIGHTING DETAILS ASPEN ST & 5TH AVE IMPROVEMENTS BOZEMAN URBAN RENEWAL DISTRICT BOZEMAN, MONTANAE1.2- 18098_06_ELEC_PROD.DWG CMK 03/06/20 FOR BIDDING 03/27/20 04/01/20 06/05/20 07/14/20 07/24/20 07/31/20 ADDENDUM #1 ADDENDUM #2 FOR CONSTRUCTION MDT PLAN UPDATES MDT PLAN UPDATES MDT PLAN UPDATES 11/25/20 SUBSTANTIAL COMPLETION 18098.06 22'-0"17'-0"19'-0"20'-6"M20M LUMINAIRE ARM26"OUTDOOR OUTLETTYPICAL LUMINAIRE POLESTRING LIGHT CONCEPTDMS50LED LUMINAIREP:\18098_06_Bozeman_URD_TO#MID20-001_Aspen_St_Design_Svcs\CADD_C3D\PRODUCTION_DWG\18098_06_ELEC_PROD.dwg, E1.2, 7/13/2021 2:11:38 PM, ckramer, 1:1 RECORD DRAWINGS FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION TASK ORDER #MID20-001 FIBER OPTIC DETAILS ASPEN ST & 5TH AVE IMPROVEMENTS BOZEMAN URBAN RENEWAL DISTRICT BOZEMAN, MONTANAE1.3- 18098_06_ELEC_PROD.DWG CMK 03/06/20 FOR BIDDING 03/27/20 04/01/20 06/05/20 07/14/20 07/24/20 07/31/20 ADDENDUM #1 ADDENDUM #2 FOR CONSTRUCTION MDT PLAN UPDATES MDT PLAN UPDATES MDT PLAN UPDATES 11/25/20 SUBSTANTIAL COMPLETION 18098.06 P:\18098_06_Bozeman_URD_TO#MID20-001_Aspen_St_Design_Svcs\CADD_C3D\PRODUCTION_DWG\18098_06_ELEC_PROD.dwg, E1.3, 7/13/2021 2:11:50 PM, ckramer, 1:1 CONCRETE LEGEND CONCRETE PAVERS LIMITS OF WORK PLANTING AREAPA NORTH 0 ## SCALE: ######## #####UULC RECORD DRAWINGSFILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONTASK ORDER #MID20-001LANDSCAPE GENERAL NOTESASPEN ST & 5TH AVE IMPROVEMENTSBOZEMAN URBAN RENEWAL DISTRICTBOZEMAN, MONTANAL1.1 -18098_06_LS_SITE_PROD.DWGCMK03/06/20FOR BIDDING03/27/2004/01/2006/05/2007/14/2007/24/2007/31/20ADDENDUM #1ADDENDUM #2FOR CONSTRUCTIONMDT PLAN UPDATESMDT PLAN UPDATESMDT PLAN UPDATES11/25/20SUBSTANTIAL COMPLETION18098.06GENERAL SITE NOTES 1.THE CONTRACTOR SHALL OBTAIN, AT THEIR OWN EXPENSE, APPLICABLE LICENSES, STANDARDS, PERMITS, ETC. WHICH ARE NECESSARY TO PERFORM THE WORK. 2.THE CONTRACTOR SHALL LOCATE, CLEARLY MARK AND MAINTAIN EXISTING UTILITIES ON THE SITE PRIOR TO WORK START UP. CALL FOR UTILITY LOCATES PRIOR TO COMMENSING WORK. 3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES AND REPAIR OF UTILITIES IF DAMAGED. REPAIR SHALL BE DONE AT NO ADDITIONAL COST TO THE OWNER 4.ALL DIMENSIONS SHALL BE FIELD VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION. ANY DEVIATION FROM THESE PLANS MUST BE APPROVED BY OWNER OR LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. 5.LIMIT OF WORK IS AS INDICATED ON THE PLANS. 6.COORDINATE SITE ACCESS, STAGING, STORAGE AND CLEANOUT AREAS WITH OWNER'S REPRESENTATIVE. DEMOLITION NOTES 1.ALL ITEMS INDICATED FOR REMOVAL AND EXCESS ITEMS SHALL BE DISPOSED OF BY THE CONTRACTOR OFF SITE, LEGALLY AS PER SPECIFICATIONS. ITEMS TO BE REMOVED ARE INDICATED ON THE DRAWINGS BUT MAY ALSO INCLUDE: TRASH, RUBBISH, STONES OVER 6” DIA., UNDERGROUND PIPING AND OTHER MISCELLANEOUS ITEMS PRESENT. 2.CLEAR AND GRUB AREAS DISTURBED BY NEW CONSTRUCTION. SITE PREPARATION WITHIN AREAS OF TREE PROTECTION FENCING SHALL BE DONE BY HAND. 3.CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT EXISTING ROADWAYS, WALKS, CURB AND GUTTER, SIGNS, UTILITIES AND VEGETATION. DAMAGE TO EXISTING FEATURES CAUSED BY CONSTRUCITON ACTIVITIES SHALL BE REPLACED AT THE CONTRACTOR’S EXPENSE. 4.IF IRRIGATION ZONES MUST BE DEACTIVATED DURING CONSTRUCTION, MANUALLY WATER ALL AFFECTED LANDSCAPE AREAS TO MAINTAIN A HEALTHY AND VIGOROUS CONDITION. 5.CONTRACTOR SHALL PROTECT ALL EXISTING TREES TO REMAIN AS INDICATED ON PLANS. 6.CONTRACTOR SHALL NOT DISTURB AREAS OUTSIDE OF LIMIT OF WORK. 7.CONTRACTOR SHALL GRIND ALL EXISTING TREE STUMPS TO 18” BELOW GRADE. 8.CONTRACTOR SHALL STRIP AREAS TO BE DISTURBED OF TOPSOIL (APPROX. 6”) AND STOCKPILE ON SITE, IN LOCATION APPROVED BY OWNER’S REPRESENTATIVE. ALL STOCKPILES TO REMAIN WEED FREE. RE-SPREAD TOPSOID IN AREAS TO BE SEEDED. LAYOUT NOTES 1.ALL SITE IMPROVEMENTS SHALL BE FIELD SURVEYED AND STAKED BY CONTRACTOR. RECEIVE OWNER’S REPRESENTATIVE APPROVAL OF STAKED LOCATIONS OF IMPROVEMENTS PRIOR TO INSTALLATION START-UP. 2.RECEIVE OWNER’S REPRESENTATIVE APPROVAL OF FIANL STAKING BY CONTRACTOR OF ALL CONCRETE FLATWORK PRIOR TO CONSTRUCITON AND ALL FORM WORK PRIOR TO POURING. 3.ALL DIMENSIONS SHALL BE VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION. ANY DEVIATION FROM THESE PLANS MUST BE APPROVED BY OWNER’S REPRESENTATIVE PRIOR TO CONSTRUCTION. 4.PRIOR TO EXCAVATION, UNDERGROUND UTILITIES SHALL BE FIELD VERIFIED. 5.NOTIFY OWNER’S REPRESENTATIVE IMMEDIATELY OF ANY DISCREPANCY BETWEEN WRITTEN COORDINATE POINTS/ELEVATIONS AND DIGITAL INFORMATION. 6.ALL CONTROL JOINTS SHALL BE SAWCUT AND SPACED AS INDICATED ON THE DRAWINGS AND DETAILS. EXPANSION JOINTS SHALL BE PLACED AS INDICATED ON THE DRAWINGS OR EVERY 80’.P:\18098_06_Bozeman_URD_TO#MID20-001_Aspen_St_Design_Svcs\CADD_C3D\PRODUCTION_DWG\18098_06_LS_SITE_PROD.dwg, L1.1, 7/13/2021 2:13:57 PM, ckramer, 1:1 NORTH 5TH AVENUE30'-0"15'-0"30'-0"15'-0"29'-10"15'-2"30'-0"15'-0"30'-0"5'-6" 5'-6"25'-6"15'-0"25'-6"15'-0"25'-6"15'-0"25'-6"15'-0"26'-0" CONCRETE WALK, RE: CIVIL, TYP. CONCRETE PAVERS, RE: CIVIL, TYP. CONCRETE BAND, RE: CIVIL, TYP. HANDICAP RAMP, RE: CIVIL, TYP. 107'-0" WEST ASPEN STREET 1 L1.3 STONE SEATWALL MONUMENT SIGN/ART, BY OTHERS, TYP. 2 L1.3 CONCRETE RETAINING WALL SITE LIGHTING, RE: ELEC., TYP. 4 L1.3 WEST ASPEN STREET 5'-6"30'-0"15'-0"30'-0"30'-0"15'-0"33'-8"5'-0"15'-0" 5'-6"30'-0"15'-0"30'-0"15'-0"30'-0"15'-0"33'-8"5'-0"5'-0" ALIGN PLANTING BED WITH EDGE OF RAMP, TYP. ALIGN PLANTING BED WITH EDGE OF RAMP, TYP. CONCRETE WALK, RE: CIVIL, TYP. CONCRETE BAND, RE: CIVIL, TYP. HANDICAP RAMP, RE: CIVIL, TYP. 1 L1.3 STONE SEATWALL 15'-0" MONUMENT SIGN/ART, BY OTHERS, TYP. SITE LIGHTING, RE: ELEC., TYP.4 L1.3 NORTH 0 10 SCALE: 1" = 10' 20510UULC RECORD DRAWINGSFILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONTASK ORDER #MID20-001LANDSCAPE SITE LAYOUT PLANASPEN ST & 5TH AVE IMPROVEMENTSBOZEMAN URBAN RENEWAL DISTRICTBOZEMAN, MONTANAL1.2 -18098_06_LS_SITE_PROD.DWGCMK03/06/20FOR BIDDING03/27/2004/01/2006/05/2007/14/2007/24/2007/31/20ADDENDUM #1ADDENDUM #2FOR CONSTRUCTIONMDT PLAN UPDATESMDT PLAN UPDATESMDT PLAN UPDATES11/25/20SUBSTANTIAL COMPLETION18098.06LANDSCAPE SITE LAYOUT PLAN L1.2 1MATCHLINE - THIS SHEETMATCHLINE - THIS SHEETP:\18098_06_Bozeman_URD_TO#MID20-001_Aspen_St_Design_Svcs\CADD_C3D\PRODUCTION_DWG\18098_06_LS_SITE_PROD.dwg, L1.2, 7/13/2021 2:14:12 PM, ckramer, 1:1 RECORD DRAWINGS FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION TASK ORDER #MID20-001 LANDSCAPE SITE DETAILS ASPEN ST & 5TH AVE IMPROVEMENTS BOZEMAN URBAN RENEWAL DISTRICT BOZEMAN, MONTANAL1.3- 18098_06_LS_SITE_PROD.DWG CMK 03/06/20 FOR BIDDING 03/27/20 04/01/20 06/05/20 07/14/20 07/24/20 07/31/20 ADDENDUM #1 ADDENDUM #2 FOR CONSTRUCTION MDT PLAN UPDATES MDT PLAN UPDATES MDT PLAN UPDATES 11/25/20 SUBSTANTIAL COMPLETION 18098.06 STONE VENEER TO WRAP EXPOSEDENDS OF WALL1'-10"1'-8"5"FS1"FG SECTION1'-8"2"4"SEATWALL CAPSTONE;STONE TYPE: FRONTIER (TO MATCHSIMILAR WALLS ALONG N. 7TH AVE.)MASONRY TIES1" MIN. MORTAREXPANSION JOINT W/ SEALERPLACE STONE VENEER ON CIP CONC.FOOTING AND MORTAR BED MIN 1"COMPACTED SUBGRADECIP CONCRETE FOOTING4" THK. CAPSTONE1/2" WIDE MAX. FULL DEPTH TOOLEDJOINT; 36" O.C. MAX.ELEVATIONFS2'-8" +/-2"2'-8" +/-5'4" THK. STONE VENEER;STONE TYPE: CHIEF CLIFF (TO MATCHEXISTING SEATWALLS ALONG N. 7TH AVE.)ASHLAR PATTERN; VARY SIZESRECESS MORTAR LINE TO REFLECTDRYSTACK CONDITION, COLOR TO MATCHSTONE VENEEERPLANTING BED SOIL MIXFSSTONE SEATWALLN.T.S.CONC. PAVING36"8"#4 REBAR @ 34" O.C.(3)#4 REBAR @ 12" O.C.HORIZONTAL#4 REBAR @ 12" O.C. BOTH WAYS1ANCHOR ROD14"MININ GROUND MOUNTCONCRETESURFACE FLANGE MOUNT3" X 6" X 3/8" THICK2 EA. 7/16" SQ. HOLE TYP.SPIKECONCRETENOTES:1.INSTALL BIKE RACKS TO MANUFACTURER'S SPECIFICATIONS.2.COLOR: BLACK POWDERCOAT.3.SURFACE MOUNT.4.SEE SITE PLAN FOR LOCATION.GRADE1-7/8" STEELTUBINGU-BIKE RACK - MADRAX U24N.T.S.3CONCRETE BANDNOTE: LAYOUT PROVIDED TOSHOW DESIGN INTENT;CONTRACTOR TO PROVIDE 6' X6' MOCK UP OF PAVER LAYOUTPRIOR TO CONSTRUCTIONNOTE: LAYOUT PROVIDED TOSHOW DESIGN INTENT;CONTRACTOR TO PROVIDE 6' X6' MOCK UP OF PAVER LAYOUTPRIOR TO CONSTRUCTIONPAVER PATTERN A: PARKING LANEPAVER PATTERN B: PEDESTRIAN WALKPERMEABLE PAVERSN.T.S.412" CHAMFERWRAPPED DRAINAGE GRAVEL, CONTINUOUS4" PERF PIPE,CONNECT TO WEEPS2" PVC WEEP,4' O.C. TYP.EXPANSION JOINTFS CONCRETE#4 REBAR @ 24" O.C.COMPACTED SUBGRADE1"12"12"36"CONCRETE RETAINING WALLN.T.S.(3) #4 REBAR @ 14" O.C. HORIZONTAL2P:\18098_06_Bozeman_URD_TO#MID20-001_Aspen_St_Design_Svcs\CADD_C3D\PRODUCTION_DWG\18098_06_LS_SITE_PROD.dwg, L1.3, 7/13/2021 2:14:28 PM, ckramer, 1:1 RECORD DRAWINGSFILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONTASK ORDER #MID20-001LANDSCAPE SITE DETAILSASPEN ST & 5TH AVE IMPROVEMENTSBOZEMAN URBAN RENEWAL DISTRICTBOZEMAN, MONTANAL1.4 -18098_06_LS_SITE_PROD.DWGCMK03/06/20FOR BIDDING03/27/2004/01/2006/05/2007/14/2007/24/2007/31/20ADDENDUM #1ADDENDUM #2FOR CONSTRUCTIONMDT PLAN UPDATESMDT PLAN UPDATESMDT PLAN UPDATES11/25/20SUBSTANTIAL COMPLETION18098.062'-6"3'4'4"ABOVE GRADE3'-6"1'-4"9"5"4'-5"4'9"2'-1" 1'-6"4"1'-6"1'-6"6' 6"6"11"9"1"4"4" 0.12'8"0.42'0.17'0.92'0.87'0.75'6"1.00'0.50'2.50'8"NOTES -EASE ALL EXPOSED EDGES -AVOID SURFACE GRINDING TO ENSURE SMOOTH HIGH QUALITY POWDERCOATED SURFACE -ALL BOLTED CONNECTIONS TO BE TAMPER RESISTANT -ALL SIGNAGE IS DOUBLE-SIDED2"4"2"2"4"2"2"CONCRETE PAD 3/8" STEEL PLATE STIFFENER, UNFINISHED -WELD KNIFE PLATE AND BASE 1/4" STEEL KNIFE PLATE -WELD TO BASE C5X6.7 STEEL CHANNEL UNFINISHED 12" Ø MIN. CIRCULAR FOOTING BELOW ALLOW CLEARANCE FOR WELD AT KNIFE PLATE (TYP.) 9" Ø X 3/8" STEEL PLATE UNFINISHED 6"X6" STEEL TUBE 1/4" STEEL KNIFE PLATE -WELD TO 6X6 TUBE 1/4" STEEL KNIFE PLATE, BEYOND -WELD TO STEEL BASE 3/8" STEEL PLATE STIFFENER, UNFINISHED -WELD TO KNIFE PLATE AND BASE SIGN REMOVED FOR CLARITY -SEE 1/A5.1 6"X6" STEEL TUBE, CAP ENDS POWDER COATED (RAL 1014 IVORY) 1/4" STEEL KNIFE PLATE -WELD TO 6X6 TUBE 5/8" THRU BOLT (TYP.) 1/4" STEEL PLATE POWDER COATED (RAL 8011 NUT BROWN) C5X6.7 STEEL CHANNEL UNFINISHED 1/4" STEEL KNIFE PLATE ALLOW CLEARANCE FOR WELD AT BASE PLATE (TYP.) 3/8" STEEL BASE PLATE UNFINISHED CONCRETE PAD (4) 5/8" X12" ANCHOR BOLTS (TYP.) 12" Ø MIN CIRCULAR FOOTING AVORY SELF ADHESIVE VINYL GRAPHICS A9090-0 (BLACK) 1/4" STEEL PLATE POWDER COATED (RAL 1014 IVORY) ALL TREAD ROD WELDED TO BACK OF SIGN (TYP.) 1/4" STEEL PLATE POWDER COATED (RAL 1014 IVORY) - WELD TO 6X6 TUBE 6X6 STEEL TUBE ALL THREADED ROD 1/4" STEEL KNIFE PLATE -WELD TO 6X6 TUBE 1/4" STEEL PLATE POWDER COATED (RAL 1014 IVORY) 1/4" STEEL PLATE POWDER COATED (RAL 1014 IVORY) AVORY SELF ADHESIVE VINYL GRAPHICS A9090-0 (BLACK) 1/4" STEEL PLATE POWDER COATED (RAL 1014 IVORY) - WELD TO 6X6 TUBE 6X6 STEEL TUBE POWDER COATED (RAL 1014 IVORY) 1/4" STEEL KNIFE PLATE -WELD TO 6X6 TUBE SECTION PLAN SECTION FRONT ELEVATION SIGN ELEVATION B D B B C A C C B B SIGN ELEVATION SIGN DETAIL SIGN DETAIL D PARK SIGN N.T.S. E F G AVORY SELF ADHESIVE VINYL GRAPHICS A9210-O (ALMOND) WESTLAKE BMX PARK FONT TO MATCH CITY OF BOZEMAN LOGO FONT AVORY SELF ADHESIVE VINYL GRAPHICS A9265-O (SANDSTONE) 1 P:\18098_06_Bozeman_URD_TO#MID20-001_Aspen_St_Design_Svcs\CADD_C3D\PRODUCTION_DWG\18098_06_LS_SITE_PROD.dwg, L1.4, 7/13/2021 2:14:48 PM, ckramer, 1:1 DECIDOUS SMALL TREESCODEQTYBOTANICAL / COMMON NAMEPLANTING SIZEAH3Acer tataricum `Hot Wings` / Hot Wings Tatarian MapleCONT 1 1/2" CAL.AG13Amelanchier x grandiflora `Autumn Brilliance` / `Autumn Brilliance` ServiceberryCONT 1 1/2" CAL.Multi-StemDECIDUOUS SHADE TREESCODEQTYBOTANICAL / COMMON NAMEPLANTING SIZEAF14Acer freemanii `Jeffersred` TM / Autumn Blaze Maple2" CAL B&BSHRUBSCODEQTYBOTANICAL / COMMON NAMEPLANTING SIZERG23Rhus aromatica `Gro-Low` / Gro-Low Fragrant SumacCONT 5 GAL.GRASSESCODEQTYBOTANICAL / COMMON NAMEPLANTING SIZEBB326Bouteloua gracilis `Blonde Ambition` / Blue GramaCONT 1 GAL.CK20Calamagrostis x acutiflora `Karl Foerster` / Feather Reed GrassCONT 1 GAL.SS227Schizachyrium scoparium `The Blues` / The Blues Little BluestemCONT 1 GAL.SH243Sporobolus heterolepis / Prairie DropseedCONT 1 GAL.GROUND COVERSCODEQTYBOTANICAL / COMMON NAMEMATERIALSPACINGSOD900 sfFescue Blend SodNAPERENNIALSCODEQTYBOTANICAL / COMMON NAMEMATERIALSPACINGEP45Echinacea purpurea / Purple ConeflowerCONT 1 GAL.18" o.c.LK236Liatris spicata `Kobold` / Spike GayfeatherCONT 1 GAL.12" o.c.RG2157Rudbeckia fulgida `Goldstrum` / Black Eyed SusanCONT 1 GAL.18" o.c.SM213Salvia nemorosa `May Night` / May Night SageCONT 1 GAL.18" o.c.SG140Solidago canadensis / GoldenrodCONT 1 GAL.18" o.c.PLANT SCHEDULEUULCRECORD DRAWINGS FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION TASK ORDER #MID20-001 PLANTING NOTES & SCHEDULE ASPEN ST & 5TH AVE IMPROVEMENTS BOZEMAN URBAN RENEWAL DISTRICT BOZEMAN, MONTANAL1.5- 18098_06_LS_LAND_PROD.DWG CMK 03/06/20 FOR BIDDING 03/27/20 04/01/20 06/05/20 07/14/20 07/24/20 07/31/20 ADDENDUM #1 ADDENDUM #2 FOR CONSTRUCTION MDT PLAN UPDATES MDT PLAN UPDATES MDT PLAN UPDATES 11/25/20 SUBSTANTIAL COMPLETION 18098.06 PLANTING NOTES1.THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL PLANT QUANTITIES. GRAPHIC QUANTITIES TAKE PRECEDENCE OVER WRITTENQUANTITIES.2.ALL LANDSCAPE AREAS SHALL RECEIVE SOIL PREPARATION AS SPECIFIED.3.ALL EXISTING GRASS STAND AREAS DISTURBED BY CONSTRUCTION OPERATIONS SHALL BE SOIL PREPARED AND SEEDED BY THE CONTRACTOR.4.EXISTING TURF AREAS THAT ARE DISTURBED DURING CONSTRUCTION, ESTABLISHMENT AND THE MAINTENANCE PERIOD SHALL BE RESTOREDWITH NEW SOD TO MATCH EXISTING TURF SPECIES.5.ALL LANDSCAPE MATERIALS SHALL BE INSTALLED ACCORDING TO SOUND HORTICULTURAL PRACTICES AND AMERICAN NURSERY STANDARDS IN AMANNER DESIGNED TO ENCOURAGE QUICK ESTABLISHMENT AND HEALTHY GROWTH.6.REPAIR DISTURBED AREAS BENEATH SHRUBS BY HAND.7.REPAIR AND RESEED STAGING AREA.8.CONTRACTOR SHALL COORDINATE IRRIGATION AND PLANTING WORK SUCH THAT INSTALLED IRRIGATION EQUIPMENT SHALL NOT CAUSEADJUSTMENT OF PLANTING LOCATIONS CONTRARY TO THE PLANS. IF IRRIGATION EQUIPMENT IS INSTALLED IN LOCATIONS OBSTRUCTING THEINTENDED LOCATIONS OF THE PLANTINGS, NOTIFY THE LANDSCAPE ARCHITECT FOR CLARIFICAITON.9.THE CONTRACTOR SHALL WARRANTY ALL CONTRACTED WORK AND MATERIALS FOR A PERIOD OF ONE YEAR AFTER SUBSTANTIAL COMPLETIONHAS BEEN ISSUED BY THE OWNER'S REPRESENTATIVE FOR THE ENTIRE PROJECT UNLESS OTHERWISE SPECIFIED IN THE CONTRACT DOCUMENTSOR SPECIFICATIONS.10.PLANTING BEDS TO BE AMENDED WITH A MIN. 12" DEPTH TOP QUALITY TOPSOIL PRIOR TO PLANTING.11.AREAS TO BE SEEDED OR SODDED TO BE AMENDED WITH A MIN. 4" DEPTH TOP QUALITY TOPSOIL PRIOR TO SEEDING OR SODDNG.P:\18098_06_Bozeman_URD_TO#MID20-001_Aspen_St_Design_Svcs\CADD_C3D\PRODUCTION_DWG\18098_06_LS_LAND_PROD.dwg, L1.5, 7/13/2021 2:16:38 PM, ckramer, 1:1 WEST ASPEN STREETNORTH 5TH AVENUE6L1.6WEST ASPEN STREET1L1.6TREE PROTECTIONNORTH010SCALE:1:10_XREF20510UULCRECORD DRAWINGS FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION TASK ORDER #MID20-001 PLANTING PLAN ASPEN ST & 5TH AVE IMPROVEMENTS BOZEMAN URBAN RENEWAL DISTRICT BOZEMAN, MONTANAL1.6- 18098_06_LS_LAND_PROD.DWG CMK 03/06/20 FOR BIDDING 03/27/20 04/01/20 06/05/20 07/14/20 07/24/20 07/31/20 ADDENDUM #1 ADDENDUM #2 FOR CONSTRUCTION MDT PLAN UPDATES MDT PLAN UPDATES MDT PLAN UPDATES 11/25/20 SUBSTANTIAL COMPLETION 18098.06PLANTING PLAN L1.61MATCHLINE - THIS SHEET MATCHLINE - THIS SHEET P:\18098_06_Bozeman_URD_TO#MID20-001_Aspen_St_Design_Svcs\CADD_C3D\PRODUCTION_DWG\18098_06_LS_LAND_PROD.dwg, L1.6, 7/13/2021 2:16:48 PM, ckramer, 1:1 RECORD DRAWINGS FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION TASK ORDER #MID20-001 PLANTING DETAILS ASPEN ST & 5TH AVE IMPROVEMENTS BOZEMAN URBAN RENEWAL DISTRICT BOZEMAN, MONTANAL1.7- 18098_06_LS_LAND_PROD.DWG CMK 03/06/20 FOR BIDDING 03/27/20 04/01/20 06/05/20 07/14/20 07/24/20 07/31/20 ADDENDUM #1 ADDENDUM #2 FOR CONSTRUCTION MDT PLAN UPDATES MDT PLAN UPDATES MDT PLAN UPDATES 11/25/20 SUBSTANTIAL COMPLETION 18098.06 VARIES PER TREE SIZE - EXTEND FROM DRIPLINE TO DRIPLINE4'-0"SECTIONNOTES:1.IN AREAS WHERE GRADING EXTENDS INTO EXT TREE DRIPLINES, CONTRACTOR SHALL HAND GRADE.2.REMOVAL OF TREE PROTECTION FENCE DURING CONSTRUCTION WILL RESULT IN A $500 PER INCIDENT, PER DAY FINE TO THE CONTRACTOR.3.TREE PROTECTION FENCE SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITIES.4.ANY DAMAGED FENCE SHALL BE REPAIRED ON A DAILY BASIS.5.DEAD TREES, SHRUBS, OR UNDERGROWTH SHALL BE CUT FLUSH WITH ADJACENT GRADE. THERE SHALL BE NO SOIL DISTURBANCE UNDER THEDRIPLINE OF THE TREE TO REMAIN.6.BOULEVARD TREE PROTECTION FENCING TO BE ADJUSTED TO REFLECT THE WIDTH OF THE TREE LAWN OR TREE GRATE AREA WHEREPROVIDING FENCING TO THE DRIPLINE EXTENTS IS NOT POSSIBLE.INSTALL 6' T-POST 6' ON CENTER AT DRIP LINE OFTREE. INSTALL 4' ORANGE CONSTRUCTION FENCEAROUND TREE. USE 3 CABLE TIES PER POST. FENCINGNOT TO BE REMOVED WITHOUT WRITTEN CONSENTOF THE PROJECT REPRESENTATIVE3" DEPTH MULCH ORGANIC MULCHDO NOT TRENCH, FILL, PARKVEHICLES, OR STORE MATERIALS INDRIP LINE AREA OF TREE ORWITHIN FENCINGTREE PROTECTIONN.T.S.4' ORANGE CONSTRUCTIONFENCE WITH 6' T-POST, 6' O.C.PLAN132" LENGTH NON-ABRASIVE RUBBERTIES(2)3" DIA LODGE POLD PINE STAKES,1-1/2' FROM TRUNK. STAKELOCATION SHALL NOT INTERFEREWITH PERMANENT BRANCHES3" DEPTH MULCHFINISH GRADEBOTTOM OF ROOT BALL RESTSON EXT OR RECOMPACTED SOILEXT SOILDECIDUOUS TREE N.T.S.TOP OF ROOT BALL 2" ABOVE EXTGRADE. NO SOIL ON ROOT FLARELOOSENED SOIL. DIG AND TURNTHE SOIL TO REDUCECOMPACTION TO THE AREA TODEPTH OF ROOT BALL.RUBBER TREE TIESLODGE POLE STAKEPREVAILING WINDNOTES:1.REMOVE NURSERY STAKES.2.PRUNE DEAD OR DAMAGED LIMBS IMMEDIATELY AFTER PLANTING.3.REMOVE WIRE TIES AND BURLAP FROM ROOT BALL4.PRIOR TO MULCHING, LIGHTLY TAMP SOIL AROUND ROOT BALL IN 6" LIFTS TO BRACE TREE. DONOT OVER COMPACT. WHEN PLANTING PIT HAS BEEN BACKFILLED, POUR WATER AROUND ROOTBALL TO SETTLE THE SOIL.5.REMOVE STAKES FOLLOWING FIRST GROWING SEASON.6.SCARIFY SUBGRADE 12", RAKE SUBGRADE AND REMOVE ALL DEBRIS GREATER THAN 1/2" IN DIA.INCLUDING ROCKS, CONCRETE, ORGANIC DEBRIS, AND OR CONSTRUCTION DEBRIS.2SHRUB PLANTINGN.T.S.NOTES:1.SHRUBS WITH BROKEN OR CRUMBLING ROOT BALLS WILL BE REJECTED. CONTAINERREMOVAL WILL NOT BE AN EXCUSE FOR DAMAGED ROOT BALLS.2.TOP OF MULCH TO BE 1" BELOW ADJ WALKWAY, CURB, EDGING, OR OTHER SURFACE.3.PRUNE OUT ALL DAMAGED OR DEAD WOOD.4.ALL PLANT MATERIAL TO BE INSPECTED UPON DELIVERY. REJECTED MATERIALS TO BEIMMEDIATELY RETURNED TO SOURCE.6.SCARIFY SUBGRADE 12", RAKE SUBGRADE AND REMOVE ALL DEBRIS GREATER THAN 1/2" INDIA. INCLUDING ROCKS, CONCRETE, ORGANIC DEBRIS, AND OR CONSTRUCTION DEBRIS.TOP OF ROOT BALLSHALL BE 1-2" ABOVESURROUNDING GRADE3" DEPTH MULCH, KEEPMULCH AWAY FROM TRUNKREMOVE CONTAINER,LIGHTLY SCARIFYROOTSBACKFILL WITH 75%NATIVE SOIL, 25%COMPOST3NOTES:1.REMOVE SPENT FLOWERS PRIOR TO PLANTING.2.LOOSEN ROOT MASS AT BOTTOM OF ROOTBALL.3.STRIP TOP OF ROOTBALL 14" OF SURFACE GROWING MEDIA AND COVERWITH 14" PLANTING MIX PLUS SURFACE MULCH.4.QUANTITY AND SPACING AS NOTED IN PLANT SCHEDULE.SET PLANT ATORIGINAL DEPTHPOTTED PLANTPLANTING SOIL MIXAS SPECIFIEDEXISTING SOIL3" DEEP MULCHKEEP AWAY FROMCROWN OF PLANTPERENNIAL/GRASS/GROUNDCOVER PLANTINGN.T.S.41/2 (X)(X) PLANT SPACING PERPLAN(X) PLANT SPACING PERPLANPERENNIAL/GRASS/GROUNDCOVER SPACINGN.T.S.5SANDSTONE BOULDERN.T.S.6PLANTING BED WITH CURBN.T.S.7P:\18098_06_Bozeman_URD_TO#MID20-001_Aspen_St_Design_Svcs\CADD_C3D\PRODUCTION_DWG\18098_06_LS_LAND_PROD.dwg, L1.7, 7/13/2021 2:16:58 PM, ckramer, 1:1 RECORD DRAWINGS FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION TASK ORDER #MID20-001 IRRIGATION PERFORMANCE SPECIFICATIONS ASPEN ST & 5TH AVE IMPROVEMENTS BOZEMAN URBAN RENEWAL DISTRICT BOZEMAN, MONTANAL1.8- 18098_06_LS_LAND_PROD.DWG CMK 03/06/20 FOR BIDDING 03/27/20 04/01/20 06/05/20 07/14/20 07/24/20 07/31/20 ADDENDUM #1 ADDENDUM #2 FOR CONSTRUCTION MDT PLAN UPDATES MDT PLAN UPDATES MDT PLAN UPDATES 11/25/20 SUBSTANTIAL COMPLETION 18098.06 PART I – GENERAL1.1 RELATED DOCUMENTSA. DRAWINGS AND GENERAL PROVISIONS OF THE CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND DIVISION I SPECIFICATION SECTIONS, APPLY TO THIS SECTION.1.2 SUMMARYA. THIS SECTION INCLUDES PIPING, VALVES, SPRINKLERS, SPECIALTIES, CONTROLS, AND WIRING FOR AUTOMATIC CONTROL IRRIGATION SYSTEM.1.3 DEFINITIONSA. CIRCUIT PIPING: DOWNSTREAM FROM CONTROL VALVES TO SPRINKLERS, SPECIALTIES, AND DRAIN VALVES. PIPING IS UNDER PRESSURE DURING FLOW.B. DRAIN PIPING: DOWNSTREAM FROM CIRCUIT PIPING DRAIN VALVES. PIPING IS NOT UNDER PRESSURE.C. IRRIGATION MAIN PIPING: DOWNSTREAM FROM POINT OF CONNECTION TO WATER DISTRIBUTION PIPING TO, AN INCLUDING, CONTROL VALVES. PIPING IS UNDER WATER DISTRIBUTION SYSTEM PRESSURE.D. THE FOLLOWING ARE INDUSTRY ABBREVIATIONS FOR PLASTIC MATERIALS:1. ABS: ACRYLONITRILE BUTADIENE STYRENE PLASTIC2. FRP: FIBERGLASS REINFORCED PLASTIC3. PA: POLYAMIDE (NYLON) PLASTIC4. PE: POLYETHYLENE PLASTIC5. PP: POLYPROPYLENE PLASTIC6. PTFE: POLYTETRAFLUOROETHYLENE7. PVC: POLYVINYL CHLORIDE PLASTIC8. TFE: TETRAFLUOROETHYLENE PLASTIC1.4 PERFORMANCE REQUIREMENTSA. MAKE MINOR ADJUSTMENTS NECESSARY TO AVOID PLANTINGS AND OBSTRUCTIONS SUCH AS SIGNS AND LIGHT STANDARDS. MAINTAIN 100 PERCENT WATER COVERAGE OF TURF AND PLANTING AREAS INDICATED.B. MAXIMUM WORKING PRESSURES: THE FOLLOWING ARE MAXIMUM PRESSURE REQUIREMENTS FOR PIPING:1. IRRIGATION MAIN PIPING: 200 PSIG2. CIRCUIT PIPING: 150 PSIG3. DRAIN PIPING: 100 PSIG1.5 SUBMITTALSA. PRODUCT DATA: INCLUDE PRESSURE RATINGS, RATED CAPACITIES, AND SETTING OF SELECTED MODELS FOR THE FOLLOWING:1. WATER REGULATORS2. WATER HAMMER ARRESTERS3. GENERAL DUTY VALVES4. SPECIALTY VALVES5. CONTROL VALVE BOXES6. SPRINKLERS7. IRRIGATION SPECIALTIES8. CONTROLLERS INCLUDE WIRING DIAGRAMS9. CONTROL CABLES INCLUDE SPLICE KITS AND CONDUIT1.6 QUALITY ASSURANCEA. ELECTRICAL COMPONENTS, DEVICES, AND ACCESSORIES: LISTED AND LABELED AS DEFINED IN MFPA 70, ARTICLE 100, BY A TESTING AGENCY ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION, AND MARKED FOR INTENDED USE.1.7 DELIVERY, STORAGE, AND HANDLINGA. DELIVER PIPING WITH FACTORY APPLIED END CAPS. MAINTAIN END CAPS THROUGH SHIPPING, STORAGE, AND HANDLING TO PREVENT PIPE END DAMAGE AND TO PREVENT ENTRANCE OF DIRT, DEBRIS, AND MOISTURE. B. STORE PLASTIC PIPING PROTECTED FROM DIRECT SUNLIGHT. SUPPORT TO PREVENT SAGGING AND BENDING.1.8 PROJECT CONDITIONSA. INTERRUPTION OF EXISTING WATER SERVICE: DO NOT INTERRUPT WATER SERVICE TO FACILITIES OCCUPIED BY OWNER OR OTHERS UNLESS PERMITTED UNDER THE FOLLOWING CONDITIONS AND THEN ONLY AFTER ARRANGING TO PROVIDE TEMPORARY WATER SERVICE ACCORDING TO REQUIREMENTS INDICATED:1. NOTIFY LANDSCAPE ARCHITECT NO FEWER THAN TWO DAYS IN ADVANCE OF PROPOSED INTERRUPTION OF WATER SERVICE.2. DO NOT PROCEED WITH INTERRUPTION OF WATER SERVICE WITHOUT LANDSCAPE ARCHITECT'S WRITTEN PERMISSION.1.9 EXTRA MATERIALSA. FURNISH EXTRA MATERIALS DESCRIBED BELOW THAT MATCH PRODUCTS INSTALLED, AND THAT ARE PACKAGED WITH PROTECTIVE COVERING FOR STORAGE AND IDENTIFIED WITH LABELS DESCRIBING CONTENTS.1. SPRINKLER UNITS: PROVIDE 5 ROTORS AND 20 SPRAY HEADS FOR EACH TYPE AND SIZE INDICATED.2. EMITTER UNITS: EQUAL TO 10 PERCENT OF AMOUNT INSTALLED FOR EACH TYPE INDICATED, BUT NO FEWER THAN 5 UNITS.3. DRIP TUBE UNITS: EQUAL TO 50 LINEAR FEET.PART 2 – PRODUCTS2.1 PIPES, TUBES, AND FITTINGSA. REFER TO PART 3, "PIPING APPLICATIONS" ARTICLE OF APPLICATIONS OF PIPE, FITTING, AND JOINING MATERIALS.B. STEEP PIPE: ASTM A 53/A 53M, SCHEDULE 40, TYPE S OR E, GRADE A OR B, GALVANIZED WITH THREADED ENDS.1. STEEL PIPE NIPPLES: ASTM A 733, MADE OF ASTM A 53/A 53M OR ASTHMA A 106, SCHEDULE 40, GALVANIZED, SEAMLESS STEEL PIPE WITH THREADED ENDS.C. PVC PIPE: ASTM D 1785, PVC 1120 COMPOUND, SCHEDULE 401. PVC SOCKET FITTINGS, SCHEDULE 40; ASTM D 2466D. PVC PIPE: ASTM D 1785, PVC 1120 COMPOUND, SCHEDULE 401. PVC SOCKET FITTINGS, SCHEDULE 80: ASTM D 24672. PVC THREADED FITTINGS: ASTM D 24642.2 JOINING MATERIALSA. REFER TO DIVISION 2 SECTION "PIPED UTILITIES – BASIC MATERIALS AND METHODS" FOR COMMONLY USED JOINING MATERIALS.2.3 GENERAL DUTY VALVESA. HEAVY-DUTY CAST BRASS GATE VALVE WITH NON-RISING STEM, SOLID WEDGE DISC, AND INTEGRAL SEATS. USE ISOLATION AND MANUAL DRAIN VALVES FOR PIPE 2½-INCH AND SMALLER.1. MANUFACTURERa. LEGEND VALVE SERIES2.4 SPECIALTY VALVESA. PLASTIC AUTOMATIC CONTROL VALVES: MOLDED PLASTIC BODY, NORMALLY CLOSED, DIAPHRAGM TYPE WITH MANUAL FLOW ADJUSTMENT AND OPERATED BY 24-V AC SOLENOID.1. MANUFACTURERa. RAIN BIRD SPRINKLER MFG. CORP.B. QUICK COUPLERS: FACTORY FABRICATED, BRONZE OR BRASS, TWO PIECE ASSEMBLY. INCLUDE COUPLER WATER SEAL VALVE, REMOVABLE UPPER BODY WITH SPRING-LOADED OR WEIGHTED RUBBER COVERED CAP, HOSE SWIVEL WITH ASME B1.20.7, 3/4-11.5NH THREADS FOR GARDEN HOSE ON OUTLET AND OPERATING KEY.1. LOCKING TOP OPTION: VANDAL RESISTANT, LOCKING FEATURE. INCLUDE TWO MATCHING KEYS.2. MANUFACTURERa. RAIN BIRD SPRINKLER MFG. CORP.2.5 CONTROL VALVE BOXESA. CONTROL VALVE BOXES: PE, ABS, OR FIBERGLASS BOX AND COVER WITH OPEN BOTTOM, OPENINGS FOR PIPING AND DESIGNED FOR INSTALLING FLUSH WITH GRADE. INCLUDE SIZE AS REQUIRED FOR VALVES AND SERVICE.B. DRAINAGE BACK FILL: CLEANSED GRAVEL OR CRUSHED STONE GRADED FROM ¾-INCH MINIMUM TO 3-INCH MAXIMUM.2.6 SPRINKLERSA. DESCRIPTION: BRASS OR PLASTIC HOUSING AND CORROSION RESISTANT INTERIOR PARTS DESIGNED FOR UNIFORM COVERAGE OVER ENTIRE SPRAY AREA INDICATED, AT AVAILABLE WATER PRESSURE.1. MANUFACTURERa. RAIN BIRD SPRINKLER MFG. CORP.2. POP-UP SPRAY SPRINKLERS: FIXED PATTERN WITH SCREW TYPE FLOW ADJUSTMENT AND STAINLESS STEEL RETRACTION SPRING.3. POP-UP ROTARY SPRAY SPRINKLERS: GEAR DRIVE FULL CIRCLE AND ADJUSTABLE PART CIRCLE TYPES.2.7 SPRINKLER SPECIALTIESA. APPLICATION PRESSURE REGULATORS: PLASTIC HOUSING WITH CORROSION RESISTANT INTERNAL PARTS AND CAPABLE OF CONTROLLING OUTLET PRESSURE TO APPROXIMATELY 35 PSIG.B. STRAINER/FILTER UNITS: PLASTIC HOUSING WITH CORROSION RESISTANT INTERNAL PARTS; OF SIZE AND CAPACITY REQUIRED FOR DEVICES DOWNSTREAM FROM UNIT.C. EMITTERS: PE OR VINYL BODY1. MANUFACTURERa. RAIN BIRD SPRINKLER MFG. CORP.2. CONTRACTOR TO USE RAIN BIRD XERI-TUBE 700 WITH PC-07 ON SHRUBS AND PC-12 ON TREES. CONTRACTOR IS TO USE DT-025 TUBING WITH TS-025 STAKES AND DBC-025 DIFFUSERS, OR APPROVED EQUAL. CONTRACTOR TO USE ALL NEEDED FITTINGS DESIGNED FOR THIS PRODUCT AND INSTALL TO ALL MANUFACTURERS SPECIFICATIONS.2.8 AUTOMATIC CONTROL SYSTEMA. MANUFACTURER1. RAIN BIRD SPRINKLER MFG. CORP.B. WIRING: UL493, TYPE UF, SOLID COPPER CONDUCTOR, INSULATED CABLE SUITABLE FOR DIRECT BURIAL.1. LOW VOLTAGE, BRANCH CIRCUIT CABLES: NO.14 AWG MINIMUM BETWEEN CONTROLLERS AND AUTOMATIC CONTROL VALVES. PROVIDE ONE EXTRA WIRE TO TWO LOCATIONS OPPOSITE EACH OTHER AT AUTOMATIC REMOTE CONTROL VALVE FURTHEST FROM AUTOMATIC IRRIGATION CONTROLLER.2. FEEDER AND COMMON CIRCUIT CABLES: NO. 12 AWG MINIMUM BETWEEN BUILDING AND CONTROLLERS.3. WIRE COLOR SCHEDULE: CONTRACTOR TO USE INDUSTRY STANDARDS FOR WIRE COLORS AND USE.4. SPLICING MATERIALS: PRESSURE SENSITIVE THERMOPLASTIC TAPE, WATER PROOF SEALING PACKETS OR OTHER WATERPROOF CONNECTORS.C. CONTROL TRANSFORMER: 24-V SECONDARY WITH PRIMARY FUSE.PART 3 – EXECUTION3.1 SURFACE CONDITIONSA. INSPECTION1. PRIOR TO ALL WORK OF THIS SECTION, INSPECT THE INSTALLED WORK OF ALL OTHER TRADES AND VERIFY THAT ALL SUCH WORK IS COMPLETE TO THE POINT WHERE THIS INSTALLATION MAY PROPERLY COMMENCE AND WILL NOT INTERFERE OR CONFLICT.2. VERIFY THAT THE IRRIGATION SYSTEM MAY BE INSTALLED IN STRICT ACCORDANCE WITH ALL PERTINENT CODES AND REGULATIONS, THE REFERENCED STANDARDS, AND THE MANUFACTURER'S RECOMMENDATIONS.B. DISCREPANCIES1. IN THE EVENT OF DISCREPANCY, DO NOT PROCEED WITH INSTALLATION IN AREAS OF DISCREPANCY UNTILALL SUCH DISCREPANCIES HAVE BEEN FULLY RESOLVED.3.2 FIELD MEASUREMENTSA. MAKE ALL NECESSARY MEASUREMENTS IN THE FIELD TO ENSURE PRECISE FIT OF ITEMS IN ACCORDANCE WITH THE DESIGN.3.3 PIPING APPLICATIONSA. INSTALL COMPONENTS HAVING PRESSURE RATING GREATER THAN SYSTEM OPERATING PRESSURE.B. UNDERGROUND MAIN LINE PIPING USING THE FOLLOWING:1. 2-1/2 INCH AND SMALLER SCHEDULE 40 PVC PIPE WITH SOCKET FITTINGS AND SOLVENT CEMENTED JOINTS.C. LATERAL LINE PIPING: USE THE FOLLOWING:1. 2-1/2 INCH AND SMALLER SCHEDULE 40 PVC PIPE WITH SOCKET FITTINGS AND SOLVENT CEMENTED JOINTS.D. UNDERGROUND BRANCHES AND OFFSETS AT SPRINKLERS AND DEVICES: SCHEDULE 80 PVC PIPE, PVC THREADED FITTINGS AND THREADED JOINTS.E. RISERS TO SPRAY HEADS: LOW DENSITY POLYETHYLENE PIPE (FUNNY PIPE) WITH SPIRAL BARBED ELL FITTINGS AND MINIMUM LENGTH OF 18 INCHES MAXIMUM OF 36 INCHES.F. RISERS TO ROTORS AND SPECIALTIES: SCHEDULE 80 PVC PIPE, UNITIZED SWING JOINTS AND MANUFACTURED BY SPEARS, LASCO, OR RAIN BIRD 12-INCH MINIMUM LENGTH.G. SLEEVES: SCHEDULE 40 PVC PIPE, SCHEDULE 40 PVC SOCKET FITTINGS AND SOLVENT CEMENTED JOINTS.3.4 TRENCHINGA. GENERAL1. PERFORM ALL TRENCHING REQUIRED FOR THE INSTALLATION OF ITEMS WHERE TRENCHING IS NOT SPECIFICALLY DESCRIBED IN OTHER SECTIONS OF THESESPECIFICATIONS.2. MAKE ALL TRENCHES IN ACCORDANCE WITH OSHA REQUIREMENTS WITH SUFFICIENT WIDTH TO PROVIDE FREE WORKING SPACE AT BOTH SIDES OF THE TRENCH AND AROUND THE INSTALLED ITEM AS REQUIRED FOR GLUING, JOINING, BACK FILLING, AND COMPACTING WHILE MINIMIZING WIDTH OF TRENCHES.B. DEPTH1. ALL MAIN LINE 4 INCHES AND SMALLER SHALL HAVE A MINIMUM COVER OF 18 INCHES ABOVE THE PIPE.2. 6-INCH MAIN LINES SHALL HAVE A MINIMUM COVER OF 24 INCHES ABOVE THE PIPE.3. LATERALS 1-1/2 INCHES AND SMALLER SHALL HAVE A MINIMUM OF 12 INCHES COVER ABOVE THE PIPE.4. LATERALS 2 INCHES AND LARGER SHALL HAVE A MINIMUM OF 18 INCHES OF COVER ABOVE THE PIPE.C. CORRECTION OF FAULTY GRADES1. WHERE TRENCH EXCAVATION IS INADVERTENTLY CARRIED BELOW PROPER ELEVATIONS, BACK FILL WITH APPROVED MATERIAL AND THEN COMPACT TO PROVIDE A FIRM AND UNYIELDING SURFACE.D. GRADING AND STOCKPILING TRENCHED MATERIAL1. CONTROL THE STOCKPILING OF TRENCHED MATERIAL IN A MANNER TO PREVENT WATER RUNNING INTO THE EXCAVATION.2. DO NOT OBSTRUCT SURFACE DRAINAGE, BUT PROVIDE MEANS WHEREBY STORM AND WASTE WATERS ARE DIVERTED INTO EXISTING GUTTERS, OTHER SURFACE DRAINS, OR TEMPORARY DRAINS.E. METHODS1. ALL MAIN LINE TRENCH EXCAVATION SHALL BE MADE BY OPEN CUT. LATERAL LINE EXCAVATION 3 INCH AND LARGER SHALL BE MADE BY OPEN CUT. DURING EXCAVATION, MATERIAL SUITABLE FOR BACK FILLING SHALL BE PILED IN AN ORDERLY MANNER A SUFFICIENT DISTANCE FROM THE BANKS OF THE TRENCH TO AVOID OVERLOADING AND TO PREVENT SLIDES OR CAVE-INS. ALL MATERIAL NOT REQUIRED FOR BACK FILL OR NOT SUITABLE FOR BACK FILL SHALL BE REMOVED FROM THE SITE BY THE CONTRACTOR. BANKS OF TRENCHES SHALL BE KEPT AS NEARLY VERTICAL AS POSSIBLE AND SHALL BE PROPERLY SHEETED AND BRACED AS MAY BE NECESSARY TO PREVENT CAVING.2. TRENCH WIDTHS IN PAVED STREETS, OR IN AREAS WHERE PROXIMITY TO OTHER STRUCTURES REQUIRES VERTICAL CUTS, SHALL NOT BE WIDER THAN IS REQUIRED FOR PROPER HANDLING, JOINTING, AND BEDDING OF THE PIPE.3. THE BOTTOM OF THE TRENCHES SHALL BE ACCURATELY GRADED TO LINE AND GRADE AND PROVIDE UNIFORM BEARING AND SUPPORT FOR EACH SECTION OF THE PIPE ON UNDISTURBED SOIL AT EVERY POINT ALONG ITS ENTIRE LENGTH. DEPRESSION FOR JOINTS SHALL BE DUG AFTER THE TRENCH BOTTOM HAS BEEN GRADED AND SHALL BE ONLY OF SUCH LENGTH, DEPTH, AND WIDTH AS REQUIRED FOR PROPERLY MAKING THE PARTICULAR TYPE OF JOINT. CARE SHALL BE TAKEN NOT TO EXCAVATE BELOW THE DEPTH NEEDED.4. WHERE ROCK OCCURS IN TRENCH EXCAVATION, THE ROCK SHALL BE REMOVED TO A DEPTH OF 6 INCHES BELOW THE ESTABLISHED GRADE LINE, AND TO A WIDTH OF 12 INCHES GREATER THAN THE OUTSIDE DIAMETER OF THE PIPE TO BE INSTALLED IN THE TRENCH.5. THE SELECTED MATERIAL SHALL BE OBTAINED FROM THE EXCAVATION MATERIAL REMOVED FROM THE TRENCH AND SHALL BE PROCESSED BY SCREENING, SIFTING, OR SELECTIVE SORTING, SO AS TO PRODUCE THE TYPE OF BACK FILL HEREIN SPECIFIED. THE CONTRACTOR WILL PROVIDE AN ACCEPTABLE IMPORTED MATERIAL AS REQUIRED.6. THIS BACK FILL MATERIAL SHALL BE CAREFULLY DEPOSITED AROUND AND OVER THE PIPE IN LAYERS NOT MORE THAN 6 INCHES THICK, LOOSE MEASUREMENT, WETTED TO OPTIMUM MOISTURE CONTENT AND UNIFORMLY COMPACTED TO AT LEAST 90 PERCENT OF THE MAXIMUM DENSITY OBTAINABLE AT OPTIMUM MOISTURE CONTENT, AS DETERMINED BY AASHTO T99 METHOD A OR D (LATEST REVISION), UNTIL THE PIPE HAS A COVER DEPTH OF AT LEAST 1 FOOT.F. REMAINDER OF TRENCH BACK FILL1. THE REMAINING DEPTH OF THE TRENCH SHALL BE BACK FILLED WITH EXCAVATION MATERIAL REMOVED FROM THE TRENCH, WHICH SHALL BE WETTED OR DRIED TO NEAR OPTIMUM MOISTURE CONTENT.2. INCLUSION OF A LIMITED AMOUNT OF STONES AND ROCKS WILL BE PERMITTED, STONES AND ROCKS SHALL IN NO CASE BE LARGER THAN 25 POUNDS, AND THEY SHALL BE PLACED SO THAT EACH PIECE IS COMPLETELY SURROUNDED WITH MATERIAL COMPACTED TO THE DENSITY HEREINAFTER SPECIFIED. THE SIZE AND AMOUNT OF ROCKS USED IN BACK FILL SHALL BE SUCH THAT THEY WILL NOT INTERFERE WITH PROPER COMPACTING.3. THIS MATERIAL SHALL BE CAREFULLY DEPOSITED IN LAYERS OF A THICKNESS SUITABLE TO THE EQUIPMENT SELECTED BY THE CONTRACTOR FOR PROPER COMPACTING AND COMPACTED TO AT LEAST 85 PERCENT OF THE MAXIMUM DENSITY AS DETERMINED BY AASHTO T99 METHOD A OR D (LATEST REVISIONS).THE METHOD OF COMPACTING SELECTED BY THE CONTRACTOR SHALL NOT CAUSE DAMAGE OF ANY NATURE TO THE INSTALLED PIPE.4. WATER PUDDLING OF THE UPPER PORTION OF THE TRENCH BACK FILLING MAY BE USED IF THE SPECIFIED DENSITY CAN BE OBTAINED AND THE BACK FILL MATERIAL IS SUITABLE FOR THIS TYPE OF TRENCH COMPACTING.5. INSTALL WARNING TAPE DIRECTLY ABOVE MAIN LINE PIPING, 12 INCHES BELOW FINISH GRADES, EXCEPT BELOW UNDER PAVEMENTS AND SLABS.3.5 PIPE PULLINGA. PULLING PIPE IS ACCEPTABLE FOR INSTALLATION OF THE SYSTEM FOR LATERAL LINES 2-1/2 INCH AND SMALLER.B. DEPTH1. PULL PIPE AS REQUIRED TO PROVIDE THE ELEVATIONS AS SPECIFIED.2. ALL LATERALS SHALL HAVE A MINIMUM COVER OF 12 INCHES ABOVE THE PIPE.3. MAIN LINE SHALL HAVE A MINIMUM OF 18 INCHES COVER ABOVE THE PIPE.C. METHODS1. PULL LINES VIA A VIBRA-PLOW PER INDUSTRY STANDARDS.2. COORDINATE PLOWED LINES TO REDUCE UNDUE STRESS TO PIPE.3. ALL DISTURBED AREAS AS A RESULT OF PULLING PIPE SHALL BE COMPACTED OR RE-GRADED AS NECESSARY TO RESTORE TO ORIGINAL CONDITION. THESE AREAS WILL INCLUDE, BUT ARE NOT LIMITED TO, SITE DISTURBANCE AS A RESULT OF THE PLOW BLADE AND THE PLOW TIRES.4. WATER MAY BE USED TO SETTLE PLOWED AREAS.3.6 BACK FILLA. INSPECTION1. TRENCHING SHALL NOT BE BACK FILLED UNTIL INSPECTION HAS BEEN COMPLETED AND THE PIPE INSTALLATION, INCLUDING THE GRADE, ALIGNMENT, AND JOINTING HAS BEEN FOUND TO BE IN COMPLIANCE WITH THE REQUIREMENTS OF THE SPECIFICATIONS.B. AROUND AND OVER PIPE1. SELECT BACK FILL MATERIAL CONSISTING OF SAND; FINE, NON-ANGULAR GRAVEL; OR SELECT EARTH, FREE OF LARGE LUMPS OR ROCKS LARGER THAN 1 INCH, SHALL BE USED IN BACK FILLING AROUND AND OVER THE INSTALLED PIPE.3.7 INSTALLATION OF CONTROL WIRESA. GENERAL1. LAY OUT THE WIRING SYSTEM IN STRICT ACCORDANCE WITH DRAWINGS.B. INSTALLATION1. RUN ONE EXTRA WIRE TO THREE SEPARATE VALVES AT FURTHEST LOCATION FROM CONTROLLER. PROVIDE EXTRA WIRE FOR EVERY FIVE ELECTRIC VALVES. EXTRA WIRES TO BE OF DIFFERENT COLOR THAN OTHER WIRES. EXTEND EXTRA WIRES 24 INCHES INSIDE BOX AND COIL FOR FUTURE USE.3.8 INSTALLATION OF PIPINGA. GENERAL1. LAY OUT THE PIPING SYSTEM IN STRICT ACCORDANCE WITH THE DRAWINGS.B. LINE CLEARANCE1. ALL LINES SHALL HAVE A MINIMUM CLEARANCE OF 4 INCHES FROM EACH OTHER, AND 6 INCHES FROM LINE OF OTHER TRADES, EXCEPT THROUGH PIPING SLEEVES.2. PARALLEL LINES SHALL NOT BE INSTALLED DIRECTLY OVER ONE ANOTHER.C. INSPECTION OF PIPE AND FITTINGS1. CAREFULLY INSPECT ALL PIPE AND FITTINGS BEFORE INSTALLATION, REMOVING ALL DIRT, SCALE, AND BURRS AND REAM AS REQUIRED, INSTALL ALL PIPE WITH MARKINGS UP FOR VISUAL INSPECTION AN VERIFICATION.D. PLASTIC PIPE1. PLASTIC PIPE SHALL BE INSTALLED IN A MANNER SO AS TO PROVIDE FOR EXPANSION AND CONTRACTION AS RECOMMENDED BY THE MANUFACTURER.2. ALL PLASTIC JOINTS SHALL BE SOLVENT WELD JOINTS OR SLIP SEAL GASKETED JOINTS. ONLY THE SOLVENT CEMENT RECOMMENDED BY THE PIPE MANUFACTURER SHALL BE USED. ALL PLASTIC PIPE AND FITTINGS SHALL BE INSTALLED AS OUTLINED AND INSTRUCTED BY THE PIPE MANUFACTURER, AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAKE ARRANGEMENTS WITH THE PIPE MANUFACTURER FOR ANY FIELD ASSISTANCE THAT MAY BE NECESSARY. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR THE CORRECT INSTALLATION.3. ALL PLASTIC TO METAL JOINTS SHALL BE MADE WITH PLASTIC MALE ADAPTERS.4. THE SOLVENT WELD JOINTS SHALL BE MADE DRY.5. THE SOLVENT WELD JOINTS SHALL BE ALLOWED TO SET AT LEAST 24 HOURS BEFORE PRESSURE IS APPLIED TO THE SYSTEM ON PVC PIPE.3.9 INSTALLATION OF EQUIPMENTA. GENERAL1. ALL FITTINGS VALVES, ETC., SHALL BE CAREFULLY PLACED IN THE TRENCHES AS SHOWN ON THE DRAWINGS.2. ALL CONTROL WIRES SHALL BE CLEARLY LABELED BY STATION USING WEATHERPROOF MATERIAL, BOTH AT THE CONTROLLER AND AT THE VALVE. THE INSIDE COVER OF ALL AUTOMATIC VALVE BOXES SHALL ALSO HAVE THE STATION NUMBER CLEARLY PAINTED IN WHITE.3. ALL SPRINKLERS HAVING ADJUSTABLE NOZZLES SHALL BE ADJUSTED FOR PROPER AND ADEQUATE DISTRIBUTION OF THE WATER OVER THE COVERAGE PATTERN OF THE SPRINKLER.4. ALL NOZZLES ON STATIONARY POP-UP SPRINKLERS OR STATIONARY SPRAY HEADS SHALL BE TIGHTENED AFTER INSTALLATION. ALL SPRINKLERS HAVING AN ADJUSTING SCREW,ADJUSTING STEM, OR ADJUSTING FRICTION COLLAR SHALL BE ADJUSTED AS REQUIRED FOR THE PROPER ARC OF COVERAGE, RADIUS. DIAMETER, AND/OR GALLONS DISCHARGE.B. LAWN SPRINKLER HEADS1. INSTALL LAWN SPRINKLER HEADS WHERE INDICATED ON THE DRAWINGS AND IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SET ALL HEADS PLUMB AND IN STRAIGHT LINES OR EVENLY OFFSET FROM HARD SURFACES.2. ALONG WALKS AND PAVEMENT WHERE FINISHED/SHED GRADE IS ESTABLISHED, SET ALL HEADS 1 INCH BELOW SURFACE OF PAVEMENT AT TIME OF INSTALLATION AND 1-1/2 INCHES FROM PAVEMENT.3. UPON COMPLETION OF MAINTENANCE PERIOD, RESET ALL LAWN SPRINKLER HEADS FLUSH WITH GRADE AND FIRMLY ANCHOR WITH SOIL.C. CONTROLLERS1. MOUNT CONTROLLER AS INDICATED ON THE DRAWINGS AND PER MANUFACTURER'S RECOMMENDATIONS.2. PROVIDE A 5/8-INCH BY 8-FOOT COPPER CLAD GROUNDING ROD AND NO. 10 BARE COPPER WIRE WITH ACORN CLAMP AT CONTROLLER.3. THE RESISTANCE OF THE GROUND TO CONTROLLER SHALL NOT EXCEED 5 OHMS. IN SANDY, COURSE SOILS THAT DRAIN RAPIDLY, IT MAY BE NECESSARY TO BURY MULTIPLE GROUNDING RODS.3.10 TESTING AND INSPECTIONA. CLOSING IN UN-INSPECTED WORK1. DO NOT ALLOW OR CAUSE ANY OF THE WORK IN THIS SECTION TO BE COVERED UP OR ENCLOSED UNTIL IT HAS BEEN INSPECTED, TESTED, AND APPROVED. THE CONTRACTOR SHALL TAKE ALL SAFETY PRECAUTIONS DEEMED REASONABLY PRUDENT, SUCH AS BARRICADES, WARNING SIGNS, SECURITY PATROLS, ETC., TO PREVENT INJURY TO WORKERS OR OTHERS DUE TO OPEN TRENCHES. CLOSE TRENCHES AS SOON AS POSSIBLE.B. FLUSHING1. BEFORE BACK FILLING THE MAIN LINE, AND WITH ALL CONTROL VALVES IN PLACE, BUT BEFORE LATERAL PIPES ARE RE-CONNECTED, COMPLETELY FLUSH AND TEST THE MAIN LINE AND REPAIR ALL LEAKS. FLUSH OUT EACH SECTION OF LATERAL PIPE BEFORE SPRINKLER HEADS ARE ATTACHED.C. TESTING1. MAKE ALL NECESSARY PROVISIONS FOR THOROUGHLY BLEEDING THE LINE FOR AIR AND DEBRIS.2. BEFORE TESTING, FILL THE LINE WITH WATER FOR A PERIOD OF AT LEAST 24 HOURS.3. AFTER VALVES HAVE BEEN INSTALLED, TEST ALL LIVE WATER LINES FOR LEAKS AT A PRESSURE OF 125 PSI FOR A PERIOD OF FOUR HOURS, WITH ALL COUPLING EXPOSED A ND WITH ALL PIPE SECTIONS CENTER LOADED.4. FURNISH ALL NECESSARY TESTING EQUIPMENT AND PERSONNEL.D. FINAL INSPECTION1. THOROUGHLY CLEAN, ADJUST, AND BALANCE ALL SYSTEMS.2. DEMONSTRATE THE ENTIRE SYSTEM TO THE OWNER'S REPRESENTATIVE, PROVING THAT ALL REMOTE CONTROL VALVES ARE PROPERLY BALANCED, THAT ALL HEADS ARE PROPERLY ADJUSTED FOR RADIUS AND ARC OF COVERAGE, AND THAT THE INSTALLED SYSTEM IS WORKABLE, CLEAN, AND EFFICIENT.3.11 INSTRUCTIONSA. RECORD DRAWINGS1. RECORD ACCURATELY ON A REPRODUCIBLE PRINT THE SITE PLAN AND ALL INSTALLED WORK, INCLUDING BOTH PRESSURE AND NON-PRESSURE LINES.2. UPON COMPLETION OF EACH INCREMENT OF WORK, TRANSFER ALL SUCH INFORMATION AND DIMENSIONS TO THE PRINTS. THE DIMENSIONS SHALL BE RECORDED IN A LEGIBLE MANNER. MAKE ALL NOTES ON AS-BUILT IN PENCIL; NO INK PENS.3. DIMENSION FROM TWO PERMANENT POINT OF REFERENCE (BUILDING, MONUMENTS, SIDEWALKS, CURBS, PAVEMENT, ETC.) LOCATIONS SHOWN ON AS-BUILT DRAWINGS SHALL BE KEPT DAY TO DAY AS THE PROJECT IS BEING INSTALLED.4. SHOW LOCATIONS ON DEPTHS OF THE FOLLOWING ITEMS:A. POINT OF CONNECTIONB. ROUTING OF SPRINKLER MAIN LINEC. SPRINKLER CONTROL VALVESD. QUICK COUPLING VALVESE. ROUTING OF CONTROL WIRESF. GATE VALVESG. OTHER RELATED EQUIPMENT5. MAINTAIN AS-BUILT DRAWINGS ON SITE AT ALL TIMES.6. COPIES OF AS-BUILT DRAWINGS SHALL ACCOMPANY ALL PERIODIC PAYMENT REQUESTS. PAY REQUESTS SUBMITTED WITHOUT AS-BUILT DRAWINGS WHILE IRRIGATION SYSTEM IS UNDER CONSTRUCTION WILL NOT BE PROCESSED.B. CONTROLLER CHARTS1. AS-BUILT DRAWINGS MUST BE APPROVED BY OWNER'S REPRESENTATIVE BEFORE CHARTS ARE PREPARED.2. PROVIDE CONTROLLER CHART SHOWING THE AREA COVERED BY AUTOMATIC CONTROLLER. CONTROLLER CHART SHALL BE OF THE MAXIMUM SIZE THE CONTROLLER WILL ALLOW.3. THE CHART IS TO BE A REDUCED DRAWING OF THE ACTUAL AS-BUILT SYSTEM. THE CHART SHALL BE A PHOTOCOPY WITH DIFFERENT COLORED SHADING USED TO SHOW AREA OF COVERAGE FOR EACH STATION. WHEN COMPLETED AND APPROVED, THE CHART SHALL BE LAMINATED. THE CHART SHALL BE MOUNTED IN THE CONTROLLER USING VELCRO OR EQUAL TYPE OF SEMI-PERMANENT FASTENING DEVICE.4. THESE CHARTS MUST BE COMPLETED AND APPROVED PRIOR TO FINAL ACCEPTANCE OF THE IRRIGATION SYSTEM BY THE OWNER.C. OPERATION AND MAINTENANCE1. PREPARE AND DELIVER TO THE OWNER WITHIN 10 CALENDAR DAYS PRIOR TO SUBSTANTIAL COMPLETION OF IRRIGATION SYSTEM (4) INDIVIDUALLY BOUND COPIES OF THE OPERATION SAND MAINTENANCE MANUAL. THE MANUAL SHALL DESCRIBE THE MATERIAL INSTALLED AND SHALL BE SUFFICIENT DETAIL TO PERMIT OPERATING PERSONNEL TO UNDERSTAND, OPERATE, AND MAINTAIN ALL EQUIPMENT. SPARE PARTS LISTS AND RELATED MANUFACTURER INFORMATION SHALL BE INCLUDED FOR EACH EQUIPMENT ITEM INSTALLED EACH COMPLETE,BOUND MANUAL SHALL INCLUDE THE FOLLOWING INFORMATION:A. INDEX SHEET STATING CONTRACTOR'S ADDRESS AND TELEPHONE NUMBER, DURATION OF GUARANTEE PERIOD, LIST OF EQUIPMENT WITH NAMES AND ADDRESSES OF LOCAL MANUFACTURER REPRESENTATIVES.B. COMPLETE OPERATING AND MAINTENANCE INSTRUCTIONS ON ALL EQUIPMENT.2. IN ADDITION TO THE ABOVE MAINTENANCE MANUALS, PROVIDE THE MAINTENANCE PERSONNEL WITH INSTRUCTIONS FOR EQUIPMENT OPERATIONS, AND SHOW WRITTEN EVIDENCE TO THE OWNER AT THE CONCLUSION OF THE PROJECT THAT THIS SERVICE HAS BEEN RENDERED. DEMONSTRATE WINTERIZATION PROCEDURES TO OWNER'S PERSONNEL.3.12 SPARE PARTS AND TOOLSA. DELIVERABLES1. ALL DELIVERABLE SPARE PARTS, TOOLS, AND EQUIPMENT SHALL BE TURNED OVER TO THE OWNER AT THE CONCLUSION OF THE PROJECT. BEFORE FINAL INSPECTION CAN OCCUR, EVIDENCE THAT THE OWNER HAS RECEIVED ALL SPECIFIED MATERIALS MUST BE SHOWN.3.13 GUARANTEE PERIODA. GUARANTEE1. THE ENTIRE IRRIGATION SYSTEM SHALL BE GUARANTEED TO GIVE SATISFACTORY SERVICE FOR A PERIOD OF ONE YEAR FROM THE DATE OF SUBSTANTIAL COMPLETION.2. SHOULD ANY TROUBLE DEVELOP WITHIN THE TIME SPECIFIED ABOVE, DUE TO INFERIOR OR FAULTY MATERIALS OR WORKMANSHIP, THE TROUBLE WILL BE CORRECTED AT NO EXPENSE TO THE OWNER.3. ANY AND ALL DAMAGES RESULTING FROM FAULTY MATERIALS OR WORKMANSHIP SHALL BE REPAIRED BY THE CONTRACTOR TO THE SATISFACTION OF THE OWNER AT NO COST TO THE OWNER.B. SERVICES1. GUARANTEE PERIOD SERVICES INCLUDE:A. FALL WINTERIZATION AND BLOWOUTB. SPRING RECHARGE, START UP, AND ADJUSTMENTC. FINAL ADJUSTMENT AT THE END OF THE GUARANTEE PERIODIRRIGATION PERFORMANCE SPECIFICATIONP:\18098_06_Bozeman_URD_TO#MID20-001_Aspen_St_Design_Svcs\CADD_C3D\PRODUCTION_DWG\18098_06_LS_LAND_PROD.dwg, L1.8, 7/13/2021 2:17:00 PM, ckramer, 1:1 RECORD DRAWINGSNORTH VERT. : 1" = 5' HORIZ. : 1" = 30' PROFILE PLAN : 1" = 30' SCALE 30 15 0 SCALE:1" = 30' 30 60 FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONTASK ORDER #MID20-004PLAN & PROFILE-5TH AVE (SOUTH LEG) SANITARY SEWER5TH AVENUE SANITARY SEWERBOZEMAN URBAN RENEWAL DISTRICTBOZEMAN, MONTANAC3.5 -18098_10_PNP_SS_PROD.DWGCMK06/29/20CITY REVIEW08/10/2004/07/20----DEQ REVIEWFOR CONSTRUCTION------18098.10NOTE: -EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES (WATER, POWER, GAS, STORM, SEWER, TELEPHONE & TELEVISION) MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS. STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. -ALL IMPROVEMENTS SHALL BE PERFORMED IN ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS 6TH EDITION, APRIL, 2010, AND THE CITY OF BOZEMAN STANDARD MODIFICATIONS, DATED MARCH 31, 2011, WITH ADDENDUM. -UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN THE STATE WHERE THE PROJECT IS LOCATED AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED.P:\18098_10_Bozeman_URD_TO_MID_20-004_Aspen_CA_&_5th_Ave_Sewer\CADD_C3D\PRODUCTION_DWG\18098_10_PNP_SS_PROD.dwg, C3.5, 7/13/2021 3:01:27 PM, ckramer, 1:1Note: The Schedule I sewer was installed by this contractor as a change order to the Aspen St & 5th Ave Improvements project. It is provided with these record drawings for reference. See record drawings for 5th Avenue Sewer for the remainder of the sewer project. PO Box 9 Belgrade, MT 59714 (406) 388-6832 (406) 388-9612 FAX Submittal Sanderson Stewart 1610 Ellis Street, #2B Bozeman, MT 59715 We are sending you □ Attached □ Drawings □ Submittals □ Copy of Letter □ Prints □ Plans□ Samples □ Specifications□ Change Order □ Copies Date Number Description 1 Irrigation Submittals Remarks IF ENCLOSURES ARE NOT AS NOTED, NOTIFY US AT ONCE SIGNED These are transmitted as checked below: □For approval □Submit Copies for distribution□For your use □Return corrected prints□As requested □Review and comment□Approved as submitted □For bids due □Approved as noted □Prints returned after loan to us □Returned for corrections □ □Resubmit copies for approval Date: 9/30/2020 Job No: 28204009 Attention: Danielle Scharf Aspen Street / 5th Ave SUBMITTAL Job: Spec Section Title: Submittal Title: Spec Section No: Submittal No: Revision No: Sent Date: Contractor’s Stamp Architect’s Stamp Engineer’s Stamp Contractor: Architect: Engineer: X 10/09/20 1" 1 1 1 1 1 3 3 3 3 3 3 2 5 1" 1" 1" 1"1"1" 1" 1" 1" 1" 1" 1" 3 4 9 Valve Boxes 1'6%&$,HSV Part No.Description Color(Box/Cover)Pallet Qty.Weight Ea. (lbs.)Product Class Box & Cover 111BC 10" Round Box, Round Overlapping Cover - ICV Black/Green 180 3 20ND 111BC BLK 10" Round Box, Round Overlapping Cover - ICV Black/Black 180 3 20ND 111BC CTN 10" Round Box, Round Overlapping Cover - ICV - 4 per carton Black/Green 72 3.9 20ND 111BC SAND 10" Round Box, Round Overlapping Cover - ICV Sand/Sand 180 3.2 20ND 111BCB 10" Round Box, Round Overlapping Bolt-Down Cover - ICV Black/Green 180 3 20ND 111BCBW 10" Round Box, Round Overlapping Bolt-Down Cover - Water Black/Green 180 3 20NM 111BCR 10" Round Box, Round Overlapping Cover - Reclaimed Water Black/Purple 180 3 20ND 111BCR BLK 10" Round Box, Round Overlapping Cover - Reclaimed Water Black/Purple 180 3 20ND 111BCS 10" Round Box, Round Overlapping Cover - Sewer Black/Green 180 3 20NM 111BCW 10" Round Box, Round Overlapping Cover - Water Black/Green 180 3 20NM 111PBCR 10" Round Box, Round Overlapping Cover - Reclaimed Water Purple/Purple 180 3 20ND 112BC 10" Round Box, Round Overlapping Cover - ICV Green/Green 180 3 20ND 112BCB 10" Round Box, Round Overlapping Bolt-Down Cover - ICV Green/Green 180 3 20ND 112BCRG 10" Round Box, Round Overlapping Cover - Reclaimed Water Green/Green 180 3 20ND 112BCS 10" Round Box, Round Overlapping Cover - Water Green/Green 180 3.9 20NM 112BCW 10" Round Box, Round Overlapping Cover - Sewer Green/Green 180 3.9 20NM Cover Only 111C 10" Round Overlapping Cover - ICV Green 300 0.95 20ND 111C BLK 10" Round Overlapping Cover - ICV Black 300 0.95 20ND 111C BRN 10" Round Overlapping Cover - ICV Brown 300 0.95 20ND 111C SAND 10" Round Overlapping Cover - ICV Sand 300 0.95 20ND 111CR 10" Round Overlapping Cover - Reclaimed Water Purple 300 1 20ND 111CRG 10" Round Overlapping Cover - Reclaimed Water Green 300 0.95 20ND 111CS 10" Round Overlapping Cover - Sewer Green 300 1 20NM 111CW BLK 10" Round Overlapping Cover - Water Black 300 0.95 20ND 111CW 10" Round Overlapping Cover - Water Green 300 1 20NM Box Only 111B 10" Round Box Black 180 2 20NM 111BB 1-1/4" x 5/16" SS Bolt Steel n/a 0.05 20ND 112B 10" Round Box Green 300 2 20ND NDS Standard Series Residential/Commercial Grade NDS Standard Series 10" Round Valve Boxes The NDS Standard Series 10" round body is tapered and has a minimum wall thickness of 0.200". The cover seat area has 6 structural support ribs on the underside of the seat, each with a minimum thickness of 0.250". The bottom of the body has a 0.500" flange. The 10" round cover has an average thickness of 0.250". The valve box has a 5/16" 304 Brass nut for the bolt-down as a standard feature. 10for videos, specs, detail drawings and case studies, visit ndspro.com Part No.Description Color(Box/Cover)Pallet Qty.Weight Ea. (lbs.)Product Class Box & Cover 115 14" x 19" x 6" Extension, Overlapping Cover - ICV Black/Green 49 16.16 20ND 116 14" x 19" x 6" Extension, Overlapping Cover - ICV Green/Green 49 6.16 20ND 113BC 14" x 19" Box, Overlapping Cover - ICV Black/Green 78 9.1 20ND 113BC CTN 12" x 17" Valve Box Overlap ICV Cover Black/Green 48 9.32 20ND 113BC SAND 14" x 19" Box, Overlapping Cover - ICV Sand/Sand 78 9.25 20ND 113BCBLK 14" x 19" Box, Overlapping Cover - ICV Black/Black 78 9.1 20ND 113BCD 14" x 19" Box, Drop-in Cover - ICV Black/Green 78 8 20ND 113BCE 14" x 19" Box, Overlapping Cover - Electrical Black/Green 78 9.32 20NM 113BCR 14" x 19" Box, Overlapping Cover - Reclaimed Water Black/Purple 78 9.1 20ND 113BCRBLK 14" x 19" Box, Overlapping Cover - Reclaimed Water Black/Black 78 9.1 20ND 113BCRG 14" x 19" Box, Overlapping Cover - Reclaimed Water Black/Green 78 9.1 20ND 113BCS 14" x 19" Box, Overlapping Cover - Sewer Black/Green 78 9.1 20ND 113BCW 14" x 19" Box, Overlapping Bolt-Down Cover - Water Black/Black 300 9.32 20NM 113BCWG 14" x 19" Box, Overlapping Cover - Water Black/Green 78 9.1 20ND 113PBCR 14" x 19" Box, Overlapping Cover - Reclaimed Water Purple/Purple 78 9.29 20ND 114BC 14" x 19" Box, Overlapping Cover - ICV Green/Green 78 9.95 20ND 114BCS 14" x 19" Box, Overlapping Cover - Sewer Green/Green 78 9.95 20NM 114BCW 14" x 19" Box, Overlapping Cover - Water Green/Green 78 9.95 20NM 115BCR 14" x 19" x 6" Box, Overlapping Cover - ICV Black/Purple 42 7.29 20ND 115TBC 14" x 19" x 6" Tapered Box, Overlapping Cover - ICV Black/Green 96 6 20ND 116TBC 14" x 19" x 6" Tapered Box, Overlapping Cover - ICV Green/Green 96 5.55 20ND 116TBC SAND 14" x 19" x 6" Tapered Box, Overlapping Cover - ICV Sand/Sand 96 6.16 20ND Cover Only 113C 14" x 19" Overlapping Cover - ICV Green 300 2 20ND 113C BRN 14" x 19" Overlapping Cover - ICV Brown 300 2 20ND 113C SAND 14" x 19" Overlapping Cover - ICV Sand 300 2 20ND 113CB 14" x 19" Overlapping Cover - ICV Black 300 2 20ND 113CE 14" x 19" Overlapping Cover - Electrical Green 300 2.3 20NM 113CR 14" x 19" Overlapping Cover - Reclaimed Water Purple 300 2.5 20ND 113CRB 14" x 19" Overlapping Cover - Reclaimed Water Black 300 2 20ND 113CRG 14" x 19" Overlapping Cover - Reclaimed Water Green 300 2 20ND 113CS 14" x 19" Overlapping Cover - Sewer Green 300 2 20ND 113CW 14" x 19" Overlapping Cover - Water Black 300 2 20ND 114CW 14" x 19" Overlapping Cover - Water Green 300 2 20ND Box Only 113-6 14" x 19" x 6" Extension Black 49 4.1 20ND 113B 14" x 19" Box Black 78 6.03 20NM 114-6 14" x 19" x 6" Rectangular Extension Green 49 3.86 20ND 114B 14" x 19" Box Green 78 6.1 20ND 116-SAND 14" x 19" x 6" Extension Sand 49 6 20ND 113BB 2-1/2" x 3/8" SS Bolt Steel n/a 0.1 20NM 1'6%&$,HSV NDS Standard Series 14" x 19" Rectangular Valve Boxes The NDS Standard Series 14" x 19" body is tapered and has a minimum wall thickness of 0.200". The body has a double wall at the top cover seat area with a minimum thickness of 0.250". The cover seat area has 16 structural support ribs on the underside of the seat, each with a minimum thickness of 0.250". The bottom of the body has a 0.500" flange. The 14" x 19" cover has an average thickness of 0.250". The valve box has a 3/8" 304 Brass nut for the bolt-down as a standard feature. NDS Standard Series Residential/Commercial Grade Visit hunterindustries.com84VALVESKEY BENEFITS • 100% interchangeable with major brands* • Red brass and stainless steel construction • Heavy-duty thermoplastic locking and non-locking covers • Optional winged stabilization and Acme key connection • Stainless steel lug on 1" and 1¼" keys • Spring-loaded covers with stainless steel springs for positive closing and protection of valve’s sealing components • Warranty period: 5 years QUICK COUPLERS Reclaimed Water Option All locking models have an optional purple cover for sites using reclaimed water. QUICK COUPLER, KEY, AND HOSE SWIVEL CHARTS Model Inlet Threads Slots Body Color* Locking Key Swivels HQ-3RC ¾"2 1-piece Yellow No HK-33 HS-0 HQ-33DRC ¾"2 2-piece Yellow No HK-33 HS-0 HQ-33DLRC ¾"2 2-piece Yellow Yes HK-33 HS-0 HQ-44RC 1" NPT 1 2-piece Yellow No HK-44 HS-1 or HS-2 HQ-44LRC 1" NPT 1 2-piece Yellow Yes HK-44 HS-1 or HS-2 HQ-44RC-AW 1" NPT Acme 2-piece wing** Yellow No HK-44A HS-1 or HS-2 HQ-44LRC-AW 1" NPT Acme 2-piece wing** Yellow Yes HK-44A HS-1 or HS-2 HQ-5RC 1" NPT 1 1-piece Yellow No HK-55 HS-1 or HS-2 HQ-5LRC 1" NPT 1 1-piece Yellow Yes HK-55 HS-1 or HS-2 Notes: * All locking cover models are available with purple covers for reclaimed water applications. ** Anti-rotation stabilization wings. Quick Couplers Non-locking Locking Reclaimed The sturdy red brass and stainless steel construction of quick couplers strengthens any project. HQ-5RC HK-33HQ-3RC HQ-33DLRC HQ-44LRC HK-44 HQ-44LRC HK-55 Key Table of Contents: Quick Couplers Cross References: Visit hunterindustries.com148MICROKEY BENEFITS • Factory-assembled for quick and easy installation • Valves 100% water-tested to ensure dependable operation • Senninger regulator provides precise regulation to protect system from high pressure • 150 mesh (100 microns) stainless steel screen for years of reliable filtration FACTORY-INSTALLED OPTIONS • 25 or 40 PSI regulator USER-INSTALLED OPTIONS • Reclaimed water ID handle for ACZ-075 and PCZ-101 (P/N 269205) PCZ-101 • 1" x 3/4" inline valve • Pressure regulation: 25 or 40 PSI • Flow: 0.5 to 15 GPM (30 to 900 GPH) • Operating pressure: 20 to 120 PSI • Operating temperature: up to 120°F • 150 mesh; 100 microns stainless steel screen SOLENOID OPERATING SPECIFICATIONS • Heavy-duty solenoid: 24 VAC - 350 mA inrush current, 190 mA holding current, 60 Hz - 370 mA inrush current, 210 mA holding current, 50 Hz • Warranty period: 2 years PCZ ACZ PCZ-101 Height: 7" Width: 3" Length: 10" 1" inlet x ¾" outlet ACZ-075 Height: 11½" Width: 3" Length: 12" ¾" inlet x ¾" outlet ACZ-101 Height: 11½" Width: 3" Length: 12" 1" inlet x ¾" outlet ACZ-075 • 3/4" x 3/4" anti-siphon valve • Pressure regulation: 25 or 40 PSI • Flow: 0.5 to 15 GPM (30 to 900 GPH) • Operating pressure: 20 to 120 PSI • Operating temperature: up to 120°F • 150 mesh; 100 microns stainless steel screen ACZ-101 • 1" x 3/4" anti-siphon valve • Pressure regulation: 25 or 40 PSI • Flow: 0.5 to 15 GPM (30 to 900 GPH) • Warranty period: 2 years • Operating pressure: 20 to 120 PSI • Operating temperature: up to 120°F • 150 mesh; 100 microns stainless steel screen DRIP CONTROL ZONE KITS Model Description PCZ-101-25 1" PGV flow control valve with HFR-100-75 and 25 PSI regulator PCZ-101-40 1" PGV flow control valve with HFR-100-75 and 40 PSI regulator DRIP CONTROL ZONE KITS Model Description ACZ-075-25 3/4" PGV-ASV valve with HFR-100-075 and 25 PSI regulator ACZ-075-40 3/4" PGV-ASV valve with HFR-100-075 and 40 PSI regulator ACZ-101-25 1" PGV-ASV valve with HFR-100-075 and 25 PSI regulator ACZ-101-40 1" PGV flow control valve with HFR-100-75 and 40 PSI regulator PCZ AND ACZ CONTROL ZONE KITS: PRESSURE REQUIREMENTS BASED ON FLOW System Flow PCZ at 25 PSI outlet ACZ at 25 PSI outlet PCZ at 40 PSI outlet ACZ at 40 PSI outlet GPM Dynamic Pressure*Dynamic Pressure*Dynamic Pressure**Dynamic Pressure** 0.5 34 25 41 41 1 34 26 42 43 5 34 28 45 47 10 37 30 52 52 15 41 32 59 55 *Minimum inlet pressure required to achieve 25 PSI on the outlet side **Minimum inlet pressure required to achieve 40 PSI on the outlet side Make installations quick and easy with this robust, pre-assembled kit with stainless steel filtration and pressure regulation. This sturdy, pre-assembled kit includes filtration and pressure regulation for above-ground installations with no additional backflow prevention. Table of Contents:PCZ - Drip Control Zone KitsACZ - Drip Control Zone KitsCross References: Visit hunterindustries.com156MICROKEY BENEFITS • Pressure-compensating emitters for consistent flow and uniform coverage • Non-draining check valve (CV) prevents low-point pooling and allows all emitters to open/close at the same time for greater system efficiency • Check height of 6' minimizes system drainage and runoff • Anti-siphon feature prevents debris from entering emitter at system shutdown • Color-coded stripes provide easy identification of flow • UV resistance facilitates product longevity • Stretch-wrapped coils stay intact and make installation quick and easy • Superior grit tolerance provided by proprietary emitter design with multiple inlet filters, a wide turbulent labyrinth, and a full-size outlet pool PRODUCT SPECIFICATIONS • Available flow rates: 0.4, 0.6, 0.9 GPH • Available emitter spacing: 12", 18", 24" • Tubing dimensions: 0.660" x 0.560" (outside/inside diameter) • Available without emitter (HDL-BLNK) OPERATING SPECIFICATIONS • Operating range: 15 to 60 PSI • Minimum filtration: 120 mesh (125 microns) • Warranty period: 5 years (plus 2 additional years for environmental stress cracking) HDL-CV Coil with Stretch Wrap HDL-CV HDL-CV – 0.4 GPH Pressure (PSI) Emitter Spacing (in.) 12 18 24 15 205 289 367 20 289 404 513 25 339 479 604 30 380 535 679 40 438 623 788 50 489 691 872 60 529 747 947 HDL-CV – 0.6 GPH Pressure (PSI) Emitter Spacing (in.) 12 18 24 15 171 239 304 20 239 336 426 25 280 398 501 30 314 441 560 40 363 516 653 50 404 570 722 60 438 619 784 HDL-CV – 1.0 GPH Pressure (PSI) Emitter Spacing (in.) 12 18 24 15 117 164 211 20 164 233 292 25 192 273 348 30 217 307 389 40 251 355 451 50 280 395 501 60 302 429 541 HDL-CV – SPECIFICATION BUILDER: ORDER 1 + 2 + 3 + 4 1 Model 2 Spacing 3 Length 4 Options HDL-04 = 0.4 GPH flow 12 = 12"100 = 100'CV = Pressure-compensating with check valveHDL-06 = 0.6 GPH flow 18 = 18"250 = 250' HDL-09 = 0.9 GPH flow 24 = 24"500 = 500' 1K = 1,000' Example: HDL-06-12-250-CV = 0.6 GPH, 12" emitter spacing, 250' coil with check valve Examples: HDL-BLNK-250 = No emitters, 500' coil with purple stripes HDL-BLNK-500-R = No emitters, 250' coil HDL-BLNK – SPECIFICATION BUILDER: ORDER 1 + 2 + 3 1 Model 2 Length 3 Options HDL-BLNK = No emitters 100 = 100' 250 = 250'500 = 500'1K = 1,000' (BLANK)= Brown R = Purple stripes HUNTER DRIPLINE COLOR CODE STRIPE COLOR 0.9 GPH - Black 0.6 GPH - Gray 0.4 GPH - Tan TUBING COLOR HDL-CV - Dark brown tubing, pressure-compensating with check valve Table of Contents:HDL-CV Cross References: Increase drip system efficiency with pressure compensation, flow indication stripes, and a 6' check height. MAXIMUM RUN LENGTHS Visit hunterindustries.com164MICRO Eco-Indicator Installed KEY BENEFITS • Visible yellow stem indicates when system is in operation • Stem pops up when pressure exceeds 12 PSI and assists in confirming low pressures if not raised OPERATING SPECIFICATIONS • Operating pressure: up to 80 PSI • Indication of system operation: above 12 PSI • Warranty period: 2 years ECO-INDICATOR ECO-ID Pair with Eco-Mat® and Eco-Wrap® subsurface systems. KEY BENEFITS • Thick wall and UV resistance provide durability and longevity • Kink resistance for added flexibility and quicker installation PRODUCT SPECIFICATIONS • 0.700" x 0.600" (outside x inside diameter) OPERATING SPECIFICATIONS • Operating pressure range: up to 80 PSI • Warranty period: 2 years SUPPLY TUBING UV-resistant polyethylene makes this 0.700" x 0.600" solution a useful addition to drip systems. Confirm system operation and adequate pressure with this handy visual tool. ½" PE Tubing ½" PE TUBING – SPECIFICATION BUILDER: ORDER 1 + 2 + 3 1 Model 2 Tubing Diameter 3 Length TWPE = Thick-walled polyethylene tubing 700 = 0.700" outside diameter 100 = 100' 250 = 250' 500 = 500' 1K = 1,000' Example: TWPE-700-250 = ½" polyethylene tubing in a 250' roll Table of Contents:Supply TubingEco-Indicator Cross References:Eco-Indicator Visit hunterindustries.com172MICROAIR/VACUUM RELIEF VALVE KEY BENEFITS • Releases air pockets without premature closure • Leak-free closure after release • Helps prevent system collapse through vacuum relief PRODUCT SPECIFICATIONS • UV-protected and corrosion-resistant material OPERATING SPECIFICATIONS • Pressure range: up to 80 PSI • Warranty period: 2 years KEY BENEFITS • Flushes debris automatically at every system startup • Reversible diaphragm to coordinate with low or high flow • Lateral placement provides better grit tolerance PRODUCT SPECIFICATIONS • Removable top for diaphragm maintenance OPERATING SPECIFICATIONS • Pressure range: up to 60 PSI • Low-flow diaphragm side: 2 to 5 GPM • High-flow diaphragm side: 5 to 12 GPM • Warranty period: 1 year AVR-075 Height: 5" Width: 2" Inlet: ¾" MPT AFV-B Automatic flush valve with 17 mm barb connection AFV-T Automatic flush valve with 1/2" MPT connection AUTOMATIC FLUSH VALVE PLD-AVR ½" Air/vacuum relief valve Prevent water hammer and system collapse by discharging air during startup and allowing air to enter during shutdown. Keep laterals clean by automatically flushing water, air, and debris at each system startup. Table of Contents:Air/Vacuum Relief ValveAutomatic Flush Valve Cross References: Automatic Flush Valve Installed Air/Vacuum Relief Valve Installed Gorilla Cages When security counts, we’ve got you covered. Manufactured in the USA, our theft & vandalism prevention cages are setting a higher industry standard by featuring: Durable DuPont Powder Coated Finishes Tough Welded Steel Construction Superior Lock Protection We have a full line of Gorilla Cages available for any asset that you may need to protect. Custom sizing, custom colors and stainless steel are also available. Gorilla Cages are manufactured by Houston Irrigation Services Spring, TX (281) 705-9701 www.GorillaCages.com Standard Backflow Cages GC-1 Lift-Off Specifications $325 Interior dimensions – 12” wide x 24” tall x 22” long. Weight – 42LB GC-2 Lift-Off Specifications $350 Interior dimensions – 12” wide x 24” tall x 32” long. Weight – 48LB GC-3 Lift-Off Specifications $375 Interior dimensions – 12” wide x 24” tall x 42” long. Weight – 53LB GC-4 Lift-Off Specifications $400 Interior dimensions – 12” wide x 24” tall x 48” long. Weight – 55LB Extra Tall Backflow Cages GC-1 Tall Lift-Off Specifications $375 Interior dimensions – 12” wide x 30” tall x 22” long. Weight – 45LB GC-2 Tall Lift-Off Specifications $400 Interior dimensions – 12” wide x 30” tall x 32” long. Weight – 52LB GC-3 Tall Lift-Off Specifications $425 Interior dimensions – 12” wide x 30” tall x 42” long. Weight – 58LB GC-4 Tall Lift-Off Specifications $450 Interior dimensions – 12” wide x 30” tall x 48” long. Weight – 60LB All cages are delivered with a pre-built wooden concrete form! Specifications, sizing and pricing subject to change. Required locksets are sold separately. Gorilla Cages are manufactured by Houston Irrigation Services Spring, TX (281) 705-9701 www.GorillaCages.com ES-009 Series 009 Reduced Pressure Zone Assemblies Sizes: 1⁄4" – 2" Series 009 Reduced Pressure Zone Assemblies are designed to protect potable water supplies in accordance with national plumbing codes and water authority requirements. This series is designed to protect drinking water supplies from dangerous cross-connections in accordance with national plumbing codes and water authority requirements for non-potable service appli-cations such as irrigation, fireline, or industrial processing. This series features two in-line, independent check valves, captured springs and replaceable check seats with an intermediate relief valve. Its compact modular design facilitates easy maintenance and assembly access. Sizes 1⁄4" – 1" shutoffs have tee handles. Features • Single access cover and modular check construction for ease of maintenance • Top entry - all internals immediately accessible • Captured springs for safe maintenance • Internal relief valve for reduced installation clearances • Replaceable seats for economical repair • Bronze body construction for durability 1⁄4" – 2" • Ball valve test cocks — screwdriver slotted 1⁄4" – 2" • Large body passages provides low pressure drop • Compact, space saving design • No special tools required for servicing Specifications A Reduced Pressure Zone Assembly shall be installed at each potential health hazard location to prevent backflow due to back-siphonage and/or backpressure. The assembly shall consist of an internal pressure differential relief valve located in a zone between two positive seating check modules with captured springs and silicone seat discs. Seats and seat discs shall be replaceable in both check modules and the relief valve. There shall be no threads or screws in the waterway exposed to line fluids. Service of all internal components shall be through a single access bronze cover secured with stainless steel bolts. The assembly shall also include two resilient seated isolation valves, four resilient seated test cocks and an air gap drain fitting. The assembly shall meet the requirements of: USC; ASSE Std. 1013; AWWA Std. C511-92; CSA B64.4. Shall be a Watts Series 009. † Does not indicate approval status. Refer to Page 2 for approved sizes & models. 009QT-S 009M2QT Test Cock No. 3 Test Cock No. 4 R.P. Zone Water Outlet Test Cock No. 2 First CheckModule Assembly Second CheckModule Assembly Relief Valve Assembly Ball Type Test Cocks Now AvailableWattsBox Insulated Enclosures. For more information, send for literature ES-WB. Job Name ––––––––––––––––––––––––––––––––––––––––––– Contractor –––––––––––––––––––––––––––––––––––––––––––– Job Location ––––––––––––––––––––––––––––––––––––––––– Approval ––––––––––––––––––––––––––––––––––––––––––––– Engineer ––––––––––––––––––––––––––––––––––––––––––––– Contractor’s P.O. No. –––––––––––––––––––––––––––––––––– Approval ––––––––––––––––––––––––––––––––––––––––––––– Representative –––––––––––––––––––––––––––––––––––––––– Watts product specifications in U.S. customary units and metric are approximate and are provided for reference only. For precise measurements, please contact Watts Technical Service. Watts reserves the right to change or modify product design, construction, specifications, or materials with- out prior notice and without incurring any obligation to make such changes and modifications on Watts products previously or subsequently sold. NOTICE Inquire with governing authorities for local installation requirements The information contained herein is not intended to replace the full product installation and safety information available or the experience of a trained product installer. You are required to thoroughly read all installation instructions and product safety information before beginning the installation of this product. NOTICE It is illegal to use this product in any plumbing system providing water for human consumption, such as drinking or dishwashing, in the United States. Before installing standard material product, consult your local water authority, building and plumbing codes. WARNING! Engineering Specification 1" Available Models: 1⁄4" – 2" Suffix: QT – quarter-turn ball valves S – bronze strainer LF – without shutoff valves AQT – elbow fittings for 360° rotation 3⁄4" – 2" only PC – internal Polymer Coating SH – stainless steel ball valve handles HC – 21⁄2" inlet/outlet fire hydrant fitting (2" valve) Prefix: C – clean and check strainer 3⁄4" – 1" only U – union connections (see ES-U009) Materials: 1⁄4" – 2" Bronze body construction, silicone rubber disc material in the first and second check plus the relief valve. Replaceable poly- mer check seats for first and second checks. Removable Relief valve seats. Stainless steel cover bolts. Standardly furnished with NPT body connections. For optional bronze union inlet and outlet connections, specify prefix U (1⁄2" – 2"). Series 009QT furnished with quarter turn, full port, resilient seated, bronze ball valve shutoffs. Pressure / Temperature Series 009 1⁄4" – 2" Suitable for supply pressure up to 175psi (12.1 bar). Water temperature: 33°F – 180°F (0.5°C – 75°C). Standards USC ASSE No. 1013 AWWA C511-92 CSA B64.4 IAPMO File No. 1563. † Does not indicate approval status. See below for approved models. Approvals ASSE, AWWA, CSA, IAPMO Approved by the Foundation for Cross-Connection Control and Hydraulic Research at the University of Southern California. UL Classified 3⁄4" – 2" (LF models only except 009M3LF) A B A B * Epoxy coated Air Gaps and Elbows MODEL DRAIN OUTLET DIMENSIONS WEIGHT for 909, 009 and 993 sizes A B in.mm in.mm in.mm lbs.kgs. 909AGA 1⁄4"–1⁄2" 009,1⁄2 13 23⁄8 60 31⁄8 79 0.625 0.28 3⁄4" 009M2/M3909AGC3⁄4"–1" 009/909,1 25 31⁄4 83 47⁄8 124 1.5 0.68 1"–11⁄2" 009M2 909AGF 11⁄4"–2" 009M1, 11⁄4"–3" 009/909, 2" 009M2, 4"–6" 993 2 51 43⁄8 111 63⁄4 171 3.25 1.47 909AGK 4"–6" 909, 8"–10" 909M1 3 76 63⁄8 162 95⁄8 244 6.25 2.83 909AGM 8"–10" 909 4 102 73⁄8 187 111⁄4 286 15.5 7.03909ELA1⁄4"–1⁄2" 009, 3⁄4" 009M2/M3 ––––––––909ELC 3⁄4"–1" 009/909 ––23⁄8 60 23⁄8 60 0.38 0.17 *909ELF 11⁄4"-2" 009M1, 11⁄4"–2" 009/909, 2" 009M2, 4"–6" 993 ––35⁄8 92 35⁄8 92 2 0.91 *909ELH Vertical 21⁄2"–3" 009/909 –––––––– Dimensions and Weight: 1⁄4" – 2" 009 N M A L D C B 009 1/4" – 2" SIZE DIMENSIONS (APPROX.) STRAINER DIMENSIONS WEIGHT A B C D L M N in. in. mm in. mm in. mm in. mm in. mm in. mm in. mm lbs. kgs. 1⁄4 10 250 45⁄8 117 33⁄8 86 11⁄4 32 51⁄2 140 23⁄8 60 21⁄2 64 5 2 3⁄8 10 250 45⁄8 117 33⁄8 86 11⁄4 32 51⁄2 140 23⁄8 60 21⁄2 64 5 2 1⁄2 10 250 45⁄8 117 33⁄8 86 11⁄4 32 51⁄2 140 23⁄4 70 21⁄4 57 5 2 3⁄4 103⁄4 273 5 127 31⁄2 89 11⁄2 38 63⁄4 171 33⁄16 81 23⁄4 70 6 3 1 141⁄2 368 51⁄2 140 3 76 21⁄2 64 91⁄2 241 33⁄4 95 3 76 12 5 11⁄4 173⁄8 441 6 150 31⁄2 89 21⁄2 64 113⁄8 289 47⁄16 113 31⁄2 89 15 6 11⁄2 177⁄8 454 6 150 31⁄2 89 21⁄2 64 111⁄8 283 47⁄8 124 4 102 16 7 2 213⁄8 543 73⁄4 197 41⁄2 114 31⁄4 83 131⁄2 343 515⁄16 151 5 127 30 13 Suffix HC – Fire Hydrant Fittings dimension ‘A’ = 25" 0 .25 .60 .75 1 1.17 gpm0 .95 1.9 2.9 3.8 4.5 lpm Capacity Performance as established by an independent testing laboratory. *Typical maximum system flow rate (7.5 feet/sec., 2.3 meters/sec.) 1⁄4" 009QT 3⁄8" 009QT 1⁄2" 009QT kPa psi 138 20 117 17 96 14 76 1 55 8 35 5 kPa psi 138 20 117 17 96 14 76 11 55 8 35 5 0 .25 .50 .75 1 1.25 1.50 2.5 3.1 gpm0 .95 1.9 2.9 3.8 4.8 5.7 9.4 11.8 lpm kPa psi 207 30 165 24 124 18 83 12 41 6 0 0 0 2 6 10 14 18 22 26 30 34 38 42 46 gpm0 7.6 23 38 53 68 84 99 114 129 144 160 175 lpm 7.5 15 fps 2.3 4.6 mps kPa psi 207 30 172 25 138 20 103 15 69 10 35 5 0 0 0 5 10 20 30 40 50 60 70 80 gpm0 19 38 76 114 152 190 228 266 304 lpm 7.5 15 fps 2.3 4.6 mps kPa psi 172 25 138 20 103 15 69 10 35 5 0 1 2.5 5 7.5 10 12.5 15 gpm0 3.8 9.5 19 28.5 38 47.5 57 lpm 5 7.5 15 fps 1.5 2.3 4.6 mps 11⁄4" 009M2QT kPa psi 172 25 138 20 103 15 69 10 35 5 0 00 10 20 30 40 50 60 70 80 gpm0 38 76 114 152 190 228 266 304 lpm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps kPa psi 207 30 172 25 138 20 103 15 69 10 35 5 0 0 0 10 20 30 40 50 60 70 80 90 100 110 120 gpm0 38 76 114 152 190 228 266 304 342 380 418 456 lpm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps psi 207 30 172 25 138 20 103 15 69 10 35 5 0 0 0 20 40 60 80 100 120 140 160 180 200 gpm0 76 152 228 304 380 456 532 608 684 760 lpm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps 11⁄2" 009M2QT 2" 009M2QT 3⁄4" 009M3QT 1" 009M2QT * * * * * * ∆P ∆P ∆P ∆P ∆P ∆P ∆P ∆P ES-009 2021 © 2020 Watts USA: T: (978) 689-6066 • F: (978) 975-8350 • Watts.com Canada: T: (905) 332-4090 • F: (905) 332-7068 • Watts.ca Latin America: T: (52) 81-1001-8600 • Watts.com RESIDENTIAL & COMMERCIAL IRRIGATION Built on Innovation® Learn more. Visit hunterindustries.com, or contact your local Sales Manager. PRO-C® LIGHT COMMERCIAL & RESIDENTIAL CONTROLLER Since 2001, the Pro-C has been the contractor’s choice in residential irrigation control. The Pro-C has proven to be the most reliable and robust controller in the industry, with the flexibility to expand on demand due to its modular design. When expansion isn’t necessary, the fixed 6 and 12 station models offer affordability in a high-end residential controller. Now, the Pro-C will easily accommodate Hunter’s Solar Sync® without additional wiring. The new Solar Sync dial position makes it easy to upgrade and program any Pro-C to smart control. The Hunter Solar Sync calculates evapotranspiration (ET) and adjusts Hunter controllers daily based on local weather conditions, resulting in water savings and conservation. The Pro-C and all AC powered Hunter controllers are now EPA WaterSense labeled when paired with the Solar Sync weather sensor. 01 Solar Sync dial position: Makes it easy to add EPA WaterSense® smart control 02 Flexible design: Modular model offers 4–16 stations, or choose fixed 6 or 12 station models 03 Remote compatibility: Add Hunter ROAM remotes for ease of use Gregory R. Hunter, CEO of Hunter Industries Helping our customers succeed is what drives us. While our passion for innovation and engineering is built into everything we do, it is our commitment to exceptional support that we hope will keep you in the Hunter family of customers for years to come. © 2018 Hunter Industries Incorporated LIT-319-BR-US P 11/17 Website hunterindustries.com | Customer Support 1-800-383-4747 | Technical Service 1-800-733-2823 PRO-C® FEATURES & SPECIFICATIONS Features • Flexible design: modular model offers 4–16 stations, or choose fixed 6 or 12 station models • Enclosures: indoor and outdoor plastic • Independent programs: 3 • Start times per program: 4 • Max. station run time: 6 hours • Solar Sync dial position: now available with built-in Solar Sync programming for increased installation efficiency • Solar Sync delay feature: allows adjustments to be postponed for up to 99 days • Cycle and Soak feature built in: reduces runoff • Lighting programs built in: allows the ability to add landscape lighting control • Added knockouts offer additional flexibility • Programmable rain delay: prevents watering for an extended period as needed • Non-volatile memory: keeps programs indefinitely— without battery backup • Rain sensor bypass: allows the controller to ignore sensor devices when needed • One touch manual start and advance: allows user to start or test any station • Warranty period: 2 years Models Cabinet Dimensions Height: 9" Width: 10" Depth: 4.5" PRO-C SPECIFICATION BUILDER: ORDER 1 + 2 + 3 + 4 1 Models 2 Transformer 3 Indoor/Outdoor 4 Options PC-4 = 4-station base module controller 00 = 120 VAC 01 = 230 VAC (blank) = Outdoor Model (internal transformer) i = Indoor Model(plug-in transformer) (blank) = No option E = 230 VAC with European Connections A = 230 VAC with Australian Connections (outdoor models have internal transformer with cord) PCC-6 = 6-Station PCC-12 = 12-Station Examples: PC-400 = 4-Station outdoor base unit, internal 120 VAC transformer, and plastic cabinet PCC-601iE = 6-Station indoor controller, plug-in 230 VAC transformer with European connections, and plastic cabinet PCC-1200 = 12-Station outdoor controller, Internal 120 VAC transformer, and plastic cabinet PC-SERIES STATION EXPANSION Modules Description PCM-300 3-Station plug-in module: Use to increase station count from 4 to 7, 7 to 10, and 10 to 13 PCM-900 9-Station plug-in module: Use to increase station count from 7 to 16 only PC-Series can easily be expanded with PCM-300 and PCM-900 modules PCC-Series Fixed 6-Station PCC-Series Fixed 12-Station Pipe Capacities Based On Schedule 40 Pipe Size (Some variation when inside diameter of pipe changes) Schedule 40 Performance Pipe Size Length in Feet per Gallon 1/2”63.00 3/4”36.00 1”22.00 1-1/4”12.80 1-1/2”9.45 2”5.73 2-1/2”4.02 3”2.60 4”1.57 5”0.96 6”0.66 8”0.38 10”0.24 12”0.17 SCHEDULE 40 PIPE CAPACITY Example: Twenty two feet of 1” pipe will hold one (1) gallon of solution Pressure Capacity at Elevated Temperature for Schedule 40 Pipe. (In Pounds per Square Inch) Schedule 40 Performance Pipe Size 73°F 80°F 90°F 100°F 110°F 120°F 130°F 140°F 1/2”600 528 450 372 300 240 180 132 3/4”480 422 360 298 240 192 144 106 1-1/4”370 326 278 229 185 148 111 81 1-1/2”330 290 248 205 165 132 99 73 2”280 246 210 174 140 112 84 62 2-1/2”300 264 225 186 150 120 90 66 4”220 194 165 136 110 88 66 48 5”190 167 143 118 95 76 57 42 6”180 158 135 112 90 72 54 40 8”160 141 120 99 80 64 48 35 10”140 123 105 87 70 56 42 31 12”130 114 98 81 65 52 39 29 PRESSURE CAPACITY FOR SCHEDULE 40 Pressure Capacity at or above 140° F for all sizes is 0 psi. * PVC PIPE IS NOT RECOMMENDED FOR PRESSURE USE ABOVE 140° F FLOW GPM 1/2"3/4"1"1-1/4"1-1/2"2"2-1/2"3"4"5"6"8"10"12" 1 0.49 0.13 2 1.78 0.45 3 3.75 0.95 4 6.40 1.63 0.50 5 9.64 2.46 0.75 6 13.50 3.45 1.05 7 18.00 4.59 1.38 8 5.85 1.81 0.48 9 7.28 2.23 0.60 10 8.84 2.75 0.72 0.34 11 10.60 3.26 0.86 0.40 12 12.40 3.85 1.01 0.48 13 4.44 1.17 0.55 14 5.10 1.35 0.63 15 5.19 1.52 0.72 20 9.85 2.60 1.24 0.36 25 3.92 1.85 0.55 30 5.50 2.60 0.77 0.32 35 7.30 3.45 1.02 0.43 40 4.43 1.31 0.55 50 6.67 1.98 0.84 60 2.79 1.17 70 3.70 1.55 0.54 80 4.72 2.00 0.70 90 2.49 0.87 100 3.00 1.05 0.28 110 3.59 1.25 0.33 0.117 120 1.46 0.39 0.134 140 1.95 0.53 0.178 0.065 150 2.23 0.60 0.199 0.074 160 2.50 0.67 0.221 0.082 170 2.80 0.74 0.247 0.091 190 0.91 0.303 0.113 200 1.00 0.359 0.126 0.030 220 1.10 0.424 0.147 0.035 240 1.20 0.489 0.178 0.043 0.014 260 1.30 0.563 0.204 0.052 0.016 280 1.41 0.641 0.234 0.056 0.019 300 0.719 0.268 0.065 0.022 320 0.810 0.299 0.074 0.025 340 0.896 0.329 0.082 0.027 360 0.987 0.372 0.091 0.030 380 0.407 0.104 0.033 0.014 400 0.446 0.108 0.037 0.016 450 0.559 0.139 0.045 0.020 550 0.805 0.199 0.065 0.028 600 0.948 0.234 0.077 0.033 650 0.273 0.090 0.038 700 0.312 0.105 0.044 750 0.355 0.120 0.050 PRESSURE LOSS (IN LBS. PER SQUARE INCH) PER 100 FEET OF SCHEDULE 40 PIPE FLOW GPM 1/2"3/4"1"1-1/4"1-1/2"2"2-1/2"3"4"5"6"8"10"12" 800 0.385 0.135 0.056 850 0.446 0.150 0.063 900 0.502 0.165 0.070 950 0.585 0.180 0.078 1000 0.606 0.200 0.085 1100 0.714 0.240 0.102 1200 0.849 0.280 0.120 1300 0.320 0.140 1400 0.370 0.160 1500 0.420 0.180 1600 0.470 0.200 1700 0.530 0.225 1800 0.250 1900 0.275 2000 0.300 PRESSURE LOSS (IN LBS. PER SQUARE INCH) PER 100 FEET OF SCHEDULE 40 PIPE CONTINUED Flow GPM 1/2”3/4”1”1-1/4”1-1/2”2”2-1/2”3”4”5”6”8”10”12” 1 1.06 0.60 2 2.11 1.20 3 3.17 1.80 4 4.22 2.41 1.48 5 5.28 3.01 1.86 6 6.33 3.61 2.23 7 7.39 4.21 2.60 8 4.81 2.97 1.72 9 5.41 3.34 1.93 10 6.02 3.71 2.15 1.58 11 6.62 4.08 2.36 1.73 12 7.22 4.45 2.57 1.89 13 4.83 2.79 2.05 14 5.20 3.00 2.21 15 5.57 3.22 2.36 20 7.42 4.29 3.15 1.91 25 5.36 3.94 2.39 30 6.44 4.73 2.87 2.01 35 7.51 5.52 3.35 2.35 40 6.30 3.82 2.68 50 7.88 4.78 3.35 60 5.74 4.02 70 6.69 4.69 3.04 80 7.65 5.36 3.47 90 6.03 3.91 100 6.70 4.34 2.52 110 7.37 4.77 2.77 120 5.21 3.02 1.96 130 5.64 3.28 2.12 140 6.08 3.53 2.29 150 6.51 3.78 2.45 160 6.94 4.03 2.61 1.80 170 7.38 4.28 2.77 1.92 180 4.54 2.94 2.04 190 4.79 3.10 2.16 1.21 200 5.04 3.27 2.27 1.28 220 5.54 3.59 2.44 1.40 0.90 240 6.05 3.92 2.67 1.53 0.98 260 6.55 4.25 2.89 1.66 1.06 280 7.06 4.90 3.11 1.79 1.15 VELOCITY OF FLOW (IN FEET PER SECOND) FOR SCHEDULE 40 PIPE Flow GPM 1/2”3/4”1”1-1/4”1-1/2”2”2-1/2”3”4”5”6”8”10”12” 300 5.13 3.33 1.91 1.22 320 5.44 3.56 2.05 1.31 340 5.77 3.78 2.18 1.39 360 6.19 4.00 2.30 1.47 380 6.44 4.22 2.43 1.55 1.08 400 7.20 4.43 2.60 1.63 1.14 450 5.00 2.92 1.84 1.28 500 5.56 3.19 2.04 1.42 550 6.11 3.52 2.24 1.56 600 6.65 3.85 2.45 1.70 650 7.22 4.16 2.65 1.84 700 4.46 2.86 1.99 750 4.80 3.06 2.13 800 5.10 3.26 2.27 850 5.48 3.47 2.41 900 5.75 3.67 2.56 950 6.06 3.88 2.70 1000 6.38 4.08 2.84 1100 7.03 4.49 3.13 1200 7.66 4.90 3.41 1300 5.31 3.69 1400 5.71 3.98 1500 6.12 4.26 1600 6.53 4.55 1700 4.83 1800 5.11 1900 5.40 2000 5.68 VELOCITY OF FLOW (IN FEET PER SECOND) FOR SCHEDULE 40 PIPE CONTINUED 3M™ Direct Bury Splice Kit DBO/B-6 Data Sheet January 2011 1 of 3 3 Applications The 3M™ Direct Bury Splice Kit DBO/B-6 is used to electrically connect two or more pre– stripped copper wires and moisture seal the connection for direct burial. The kit includes a 3M™ Performance Plus Wire Connector O/B+ and a high impact, UV- resistant polypropylene tube prefilled with moisture-resistant grease. Agency Approvals & Self Certifications Meets requirements of: UL Standard 486D C UL US Listed, File No. E102356 Listed for use in wet, damp, direct bury and submersible locations with UF type cable RoHS 2002/95/EC RoHS Compliant 2002/95/EC” means that the product or part (“Product”) does not contain any of the substances in excess of the maximum concentration values in EU Directive 2002/95/EC, as amended by Commission Decision 2002/618/EC, unless the substance is in an application that is exempt under RoHS. This information represents 3M’s knowledge and belief, which may be based in whole or in part on information provided by third party suppliers to 3M. Maximum Voltage Rating: 600 V Application Temperature: 32°F to 120°F (0°C to 49°C) Maximum Operating Temperature: 221°F (105°C) Construction: Specifications Tube: Impact and UV Resistant Polypropylene Grease: 711B O/B+ Connector: Steel Spring, Flame Retardant Insulator Common AWG Wire Combinations (CU only) Metric Wire Combinations (CU only) 2-3 #16 sol/str 1 #18 to 1-2 #14 sol/str 3-6 0,75 mm2 sol/str 2-3 #14 sol/str 1 #18 to 1-2 #12 sol/str 2-6 1,0 mm2 sol/str 2 #12 sol/str 1 #16 to 1-2 #14 sol/str 2-4 1,5 mm2 sol/str 1 #14 to 1 #12 sol/str 1 #16 to 1-2 #12 sol/str 2-3 2,5 mm2 sol/str *See Chart for all Combinations* *Only AWG sizes are UL LISTED 3M™ Di 2 of 3 rect Bury Splice Kit DBO/B-6 Installation Instructions Installation Tip: If having difficulty pushing the connector to the bottom of the tube, use a rigid, thin piece of non- conductive material to help push the connector down. Once the connector is on the bottom, remove the material and fill in any voids left in the grease. Substitute for 3M™ Direct Bury Splices DBY and DBY-6 Combination Chart: Warning Turn power off before installing or removing connector. All electrical work should be done according to appropriate electrical codes. 5/8” (15,0 mm) - 18-16 AWG 1/2” (12,7 mm) - 14-12 AWG 3M™ Direct Bury Splice Kit DBO/B-6 3 of 3 Shelf Life & Storage The 3M™ Direct Bury Splice Kit DBO/B-6 has a 5-year shelf life from date of manufacture when stored in a humidity controlled storage (10°C/50°F to 27°C/80°F and <75% relative humidity). Availability From your local distributor; or from 3M.com/electrical [Where to Buy] or call 1.800.245.3573. 3M is a trademark of 3M Company. Important Notice All statements, technical information, and recommendations related to 3M’s products are based on information believed to be reliable, but the accuracy or completeness is not guaranteed. Before using this product, you must evaluate it and determine if it is suitable for your intended application. You assume all risks and liability associated with such use. Any statements related to the product, which are not contained in 3M’s current publications, or any contrary statements contained on your purchase order, shall have no force or effect unless expressly agreed upon, in writing, by an authorized officer of 3M. Warranty; Limited Remedy; Limited Liability This product will be free from defects in material and manufacture at the time of purchase. 3M MAKES NO OTHER WARRANTIES INCLUDING, BUT NOT LIMITED TO, ANY IMPLIED WARRANTY OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE. If this product is defective within the warranty period stated above, your exclusive remedy shall be, at 3M’s option, to replace or repair the 3M product or refund the purchase price of the 3M product. Except where prohibited by law, 3M will not be liable for any indirect, special, incidental or consequential loss or damage arising from this 3M product, regardless of the legal theory asserted. 3 Electrical Markets Division 6801 River Place Blvd. Austin, TX 78726-9000 800.245.3573 FAX: 800.245.0329 www.3M.com/electrical Please recycle © 3M 2011 All rights reserved 78-8141-4458-3 A Pump and Irrigation Phoenix, AZ Culloden, WV Houston, TX 877-623-9473 800-624-3572 800-231-9473 servicewire.com Manufacturing quality. Delivering service. 82 Sprinkler Control Cable 30 Volt Copper Description & Features: Multi-conductor sprinkler control cable is a general purpose ir- rigation system control cable. Polyethylene (PE) jacket provides excellent abrasion, acid, chemical, oil and moisture resistance. • Moisture resistant insulation • Suitable for Direct Burial use • Resistant to acids, alkali, grease and chemicals • Impact, abrasion, and crush resistant Applications: • Suitable for use as control cable for commercial and residential irrigation systems Specifications & Standards: UL Listed; RoHS Compliant Construction: Conductors: Soft annealed solid copper Insulation: Colored PVC compound Assembly: Conductors are cabled and jacketed with black PE (nylon rip cord under jacket). Temperature: 60°C Part Number Conductor (solid)Dimensions (inches)Standard Packaging Weight(Lbs./Mft.)AWG No.Insulation Jacket O.D.100’250’500’1000' 2500' SPR18/2 18 2 .015 .025 .121 x .191 X X 18 SPR18/3 18 3 .015 .025 .202 X X X X 24 SPR18/4 18 4 .015 .025 .220 X X X X 31 SPR18/5 18 5 .015 .025 .240 X X X X X 38 SPR18/6 18 6 .015 .025 .267 X X X X 44 SPR18/7 18 7 .015 .025 .267 X X X X X 51 SPR18/8 18 8 .015 .025 .283 X X X X 57 SPR18/9 18 9 .015 .025 .304 X X X X 64 SPR18/10 18 10 .015 .025 .332 X X X X X 71 SPR18/12 18 12 .015 .025 .343 X X X X 84 SPR18/13 18 13 .015 .025 .346 X X X X 90 All values are nominal; all weights are exclusive of packaging. All diameters and weights are subject to normal manufacturing tolerances. MULTI-CONDUCTOR SPRINKLER CONTROL CABLE/60°C RD WE BE GN YW OE BN BK PE GY PK TN DK BE Color Sequence 1 2 3 4 5 6 7 8 9 10 11 12 13 All sales are subject to Standard Terms & Conditions of Sale. BOSHART INDUSTRIES Telephone: 1-519-595-4444 - Toll Free: 1-800-561-3164 Fax: 1-519-595-4380 -www.boshart.com 2-1 May 14/19 BRASS FULL PORT GATE VALVES •Max Pressure Rating: 200 PSI WOG Non-Shock based on ambient temperature •Max Temp Rating: 150 F (66 C)•Cast brass body •Non-rising stem •PTFE Packing •Black cast hand wheel •NSF/ANSI Standard 372 Certified (NL series) NO LEAD NO LEAD PART NO. LIST PART NO. LIST SIZE PORT DIA. QUANTITY THREADED PRICE-A CxC PRICE-A INCHES CTN CASE 0818-02NL 11.62 1/4"0.433 10 120 0818-03NL 11.62 3/8"0.472 10 120 0818-05NL 11.62 0818C-05NL 11.62 1/2"0.531 10 120 0818-07NL 15.86 0818C-07NL 15.86 3/4"0.748 10 80 0818-10NL 23.58 0818C-10NL 23.58 1"0.984 5 60 0818-12NL 33.25 0818C-12NL 33.25 1 1/4"1.259 5 40 0818-15NL 42.28 0818C-15NL 42.28 1 1/2"1.496 5 30 0818-20NL 64.33 0818C-20NL 64.33 2"1.929 2 20 0818-25NL 118.83 2 1/2"2.441 2 12 0818-30NL 161.53 3"2.952 8 0818-40NL 249.91 4"3.622 4 Not For Conveying Potable Water PART NO. LIST PART NO. LIST SIZE PORT DIA. QUANTITY THREADED PRICE-A CxC PRICE-A INCHES CTN CASE 0818-05 9.50 1/2"0.531 10 120 0818-07 12.98 3/4"0.748 10 80 0818-10 19.34 1"0.984 5 60 0818-12 27.27 1 1/4"1.259 5 40 0818-15 34.65 1 1/2"1.496 5 30 0818-20 52.76 2"1.929 2 20 0818-25 97.41 2 1/2"2.441 2 12 0818-30 132.44 3"2.952 8 0818-40 204.91 4"3.622 4 NO LEAD BRASS FULL PORT MINI BALL VALVES •Max Pressure Rating: 600 PSI CWP Cold Working Pressure based on temperature range up to +100 F (37 C) •Max Temp Rating: 180 F (82 C)•Forged brass body •Chrome plated ball •PTFE Seats / PTFE Stem packing •Red tee handle •NSF/ANSI Standard 372 Certified PORT DIA. QUANTITY LIST PART NO. SIZE INCHES CTN CASE PRICE-A 0828-01NL 1/8"FPT x FPT 0.30 20 200 8.12 0828-02NL 1/4"FPT x FPT 0.30 20 200 7.85 0828-01M01FNL 1/8"MPT x 1/8"FPT 0.30 20 200 8.17 0828-01M02FNL 1/8"MPT x 1/4"FPT 0.30 20 200 8.02 0828-02M02FNL 1/4"MPT x 1/4"FPT 0.30 20 200 7.60 NO LEAD BRASS STANDARD PORT PEX BALL VALVES •Max Pressure Rating: 400 PSI CWP Cold Working Pressure based on temperature range up to +100 F (37 C) •Max Temp Rating: 203 F (95 C) •Forged brass body •Chrome plated ball •PTFE Seats / PTFE Stem packing •Blow-out proof stem •NSF/ANSI Standard 61 & 372 Certified •Zinc plated steel handle with blue plastic sleeve •cUPC Standard IGC 157 Certified PART NO. SIZE PORT DIA. QUANTITY LIST NO DRAIN INCHES CTN CASE PRICE-A 0821P-03NL 3/8"0.39 10 120 9.46 0821P-05NL 1/2"0.39 10 120 6.20 0821P-07NL 3/4"0.59 10 90 10.18 0821P-10NL 1"0.79 6 30 15.05 PART NO. SIZE PORT DIA. QUANTITY LIST WITH DRAIN INCHES CTN CASE PRICE-A 0821WDP-05NL 1/2"0.39 10 120 7.65 0821WDP-07NL 3/4"0.59 10 90 12.39 Rev. 4.2 US