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Bozeman Gateway Ph 5 PUD - Infrastructure Drawings
N:\3638\009\ACAD\PRELIMINARY PLAT 5\TECHNOLOGY BLVD WEST\RECORD DRAWINGS\0 COVER.DWG PLOTTED BY:ROSIE NICKELSON ON May/21/20252880 Technology Blvd West, Bozeman, MT 59718Phone: 406.587.0721 | Fax: 406.922.6702QUALITY ASSURANCEPROJECT MANAGEROFFICE QUALITY ASSURANCE COORDINATORPEER REVIEWERQ.A. APPROVAL DATEQ.A. PROJECT NUMBERengineers surveyors planners scientistsMorrisonMaierleengineers surveyors planners scientistsMorrisonMaierlePREPARED BY:MMI PROJECT NO. 3638.009DILLONDEERLODGEPOLSONANACONDAHAMILTONMILES CITYGLENDIVEGLASGOWHAVREBILLINGSHELENABUTTEGREAT FALLSBOZEMANLIVINGSTONLEWISTOWNKALISPELLMISSOULALIBBYCONRADPROJECT LOCATIONLOCATION MAPVICINITY MAPNO SCALENO SCALEPROJECTLOCATIONBOZEMANHUFFINE LANECOTTONWOOD RD DURSTON RD19TH AVE MAIN STPREPARED FOR:MITCHELL DEVELOPMENT & INVESTMENTS, LLCTED MITCHELLPHONE: 406-868-2200P.O. BOX 738GREAT FALLS, MT 59403JAMES A. ULLMAN3638.009N:\3638\009\ACAD\PRELIMINARY PLAT 5\TECHNOLOGY BLVD WEST\RECORD DRAWINGS\0 COVER.DWG PLOTTED BY:ROSIE NICKELSON ON May/21/2025VERIFY COLOR!THIS SHEET IS INTENDED TOBE IN COLOR. RED, GREENAND BLUE WILL BE VISIBLE IFREPRODUCED CORRECTLY.©This document was prepared byMorrison-Maierle, Inc. and may containconfidential or privileged information.Morrison-Maierle, Inc. retains all commonlaw, statutory, and reserved rights includingthe copyright thereto. Unauthorized use ofthis document or changes are strictlyprohibited and may be unlawful.APRIL 2022BOZEMAN GATEWAY PUD - PHASE 5INFRASTRUCTURE DRAWINGS FORBOZEMAN,MONTANAAPPROVED BY:JAMES A. ULLMANProject ManagerSHEET INDEXSHT. No.DWG. No.TITLE0 COVER1G-1GENERAL NOTES2G-2ENGINEER'S OPINION OF PROBABLE COST3R-1TECHNOLOGY BLVD WEST ROAD PROFILE STA 0+00 TO 5+004R-2WEST GARFIELD STREET ROAD AND WATER PROFILE STA 0+00 TO 2+255R-3PAVEMENT MARKING AND SIGNAGE PLAN6SS-1TECHNOLOGY BLVD WEST SEWER PROFILE STA 0+00 TO 5+507W-1TECHNOLOGY BLVD WEST WATER PROFILE STA 0+00 TO 5+508W-2SITE A WATER PROFILE STA 0+00 TO 2+809W-3SITE A WATER PROFILE STA 2+80 TO 5+9010D-1CROSS SECTION DETAILS11D-2INFRASTRUCTURE DETAILSKnow what'sbelow.before you dig.CallRPH -1PH - 21312LIGHTING DETAILSPHOTOMETRIC - SITE PLAN (1)JAMES R. NICKELSONJAMES A. ULLMAN4/14/20223638.009-088-0031814D-3CROSS SECTION DETAILSRECORD DRAWING ///WESSDSSNGXXOOHPE6SE4SE10SE12SUCOPYRIGHT ©MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERVERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!DATEDESCRIPTIONNO.BYN:\3638\009\ACAD\PRELIMINARY PLAT 5\TECHNOLOGY BLVD WEST\RECORD DRAWINGS\G-1 GENERAL NOTES.DWG PLOTTED BY:ROSIE NICKELSON ON May/21/20252025REVISIONSengineers surveyors planners scientistsMorrisonMaierleDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTETHIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2880 Technology Blvd WestBozeman, MT 59718Phone: 406.587.0721Fax: 406.922.6702BOZEMAN GATEWAY PUD - PHASE 5BOZEMANMONTANASTANDARD ABBREVIATIONS, GENERAL NOTES, & LEGEND3638.0091G-1CMSCMSJAU4/2022JAMES A. ULLMAN1053908/2023RECORD DRAWING Engineer's Opinion of QuantitiesPhase 5 Technology Blvd Improvements - 2021Prepared For: City of BozemanITEMNUMBERESTIMATEDQUANTITYUNITDESCRIPTIONENGINEER'S ESTIMATEUNIT PRICETOTALPRICEBID ITEMSGeneral Items1011LSMobilization/Demobilization1021LSTaxes, Bonds, and InsuranceTechnology Blvd - Road103307TonHot Plant Mix Asphalt (3" Thick)104400CY1-1/2" Minus Crushed Base Course (6" Thick)1051,200CY6" Minus Pit-Run Gravel (18" Thick)1064GLStriping - White Epoxy Paint1072,398SYGeotextile FabricTechnology Blvd - Curb, Gutter, Sidewalk108900LFConcrete Curb and Gutter1092EAConcrete Pedestrian Ramps110495SFPedestrian CrossingsTechnology Blvd - Sewer111428LF8" SDR 35 PVC Gravity Sewer Main1122EA4ft Dia. Precast Eccentric Manhole (5' in Height)11313VFAdditional Depth Manhole1141EA6" Sanitary Sewer ServiceTechnology Blvd - Water115461LF8" Class 51 DIP AWWA C151 Water Main1163EA8" Gate Valve1171EA8"x8" Tee1182EA8"x6" Tee1191EA8"x4" Tee1201EA8" 11.25 degree bend1212EAFire Hydrant Assembly1221EA4" Fire Service Line1231EA1 1/2" Water Service LineTechnology Blvd - Storm1242EACurb Inlet12531LF12" PVC (A-2000)12658LF24" CMP12763LF36" CMP1282EATie into Existing CMP1291EA4ft Dia. Precast Eccentric Manhole (5' in Height)1302VFAdditional Depth ManholeTotal ..\..\..\..\..\LOGO\Morrison-Maierle__logo-small.jpgEngineer's Opinion of QuantitiesPhase 5 Garfield Street Improvements - 2021Prepared For: City of BozemanITEMNUMBERESTIMATEDQUANTITYUNITDESCRIPTIONENGINEER'S ESTIMATEUNIT PRICETOTALPRICEBID ITEMSGeneral Items1011LSMobilization/Demobilization1021LSTaxes, Bonds, and InsuranceGarfield Street - Road103132TonHot Plant Mix Asphalt (3" Thick)104165CY1-1/2" Minus Crushed Base Course (6" Thick)105483CY6" Minus Pit-Run Gravel (18" Thick)1061GLStriping - White Epoxy Paint107965SYGeotextile FabricGarfield Steet - Curb, Gutter, Sidewalk108150LFConcrete Curb and Gutter1091EAConcrete Pedestrian RampsGarfield Street - Water110115LF8" Class 51 DIP AWWA C151 Water Main1111EA1" Blow Off ValveTotal ..\..\..\..\..\LOGO\Morrison-Maierle__logo-small.jpgEngineer's Opinion of QuantitiesPhase 5 - 8" Site A Water Main - 2021Prepared For: City of BozemanITEMNUMBERESTIMATEDQUANTITYUNITDESCRIPTIONENGINEER'S ESTIMATEUNIT PRICETOTALPRICEBID ITEMSGeneral Items1011LSMobilization/Demobilization1021LSTaxes, Bonds, and InsuranceWater Main1031EAConnect to Existing Water Main104604LF8" Class 51 DIP AWWA C151 Water Main1052EA8" Gate Valve1061EA8"x8" Tee1072EA8"x6" Tee1081EA8"x4" Tee1091EA8" 90 degree bend1101EA8" 22.5 degree bend1111EAFire Hydrant Assembly1121EA6" Fire Service Line1131EA2" Water Service LineTotal ..\..\..\..\..\LOGO\Morrison-Maierle__logo-small.jpgCOPYRIGHT ©MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERVERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!DATEDESCRIPTIONNO.BYN:\3638\009\ACAD\PRELIMINARY PLAT 5\TECHNOLOGY BLVD WEST\RECORD DRAWINGS\G-1 GENERAL NOTES.DWG PLOTTED BY:ROSIE NICKELSON ON May/21/20252025REVISIONSengineers surveyors planners scientistsMorrisonMaierleDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTETHIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2880 Technology Blvd WestBozeman, MT 59718Phone: 406.587.0721Fax: 406.922.6702BOZEMAN GATEWAY PUD - PHASE 5BOZEMANMONTANAENGINEER'S OPINION OF PROBABLE COST3638.0092G-2CMSCMSJAU4/2022JAMES A. ULLMAN1053908/2023RECORD DRAWING SS W SSSSSSSSSSSSSSSSSSWWWWWWWWWWSS SS SS SS W W W W W EEEEEFOFOFOSS SS SS SS SS W W W W W W SSSSSSSSSSSSSSSSSSSSSSSSSSSSW W W W W W W W W W W W W W W WSSWWWWW 15SD15SD-0+100+001+002+003+004+005+005+6115.00' MSU EASEMENT 4846 4847 4846484748484849 4848 4 8 4 8 48 4 7 4 8 4 7 4 8 4 8 4 8 4 6 4846 48464847 4847 4848 48484848 -2.75 % R2.50' R100.00' 18.50' 5.50' 32.00' R100.00' R100.00' 10.00' CONCRETE SIDEWALK 10.00' PUE 10.00' PUE R25.00' R25.00' 10.00' CONCRETE SIDEWALK 0+00 1+00 1+11 0+00 1+00 1+06 PI: 0+29.940+000+768SS4830 4840 4850 4860 FG- EG-4846.99 -0+05 FG-4850.41EG-4847.030+00 FG-4849.71EG-4847.621+00 FG-4849.01EG-4847.722+00 FG-4848.58EG-4846.433+00 FG-4849.49EG-4845.884+00 FG-EG-4851.665+00FG-4850.06EG-4847.33FG-4849.36EG-4847.67FG-4848.66EG-4847.51FG-4849.00EG-4845.14FG-4849.99EG-4849.32FG-EG-4852.31VPI STA=2+98.33 VPI ELEV=4848.32 K=50.00 LVC=100.80' LP STA=2+82.93 LP ELEV=4848.55 VPC STA=2+47.93VPC ELEV=4848.67VPT STA=3+48.72VPT ELEV=4848.980.95%0.95%1.05% -8.33%8.33%68.34%-0.70% 1.32% ENLARGED CROSSWALK DETAIL 0 VERT. SCALE IN FEET 0 HORIZ. SCALE IN FEET 24 4 8 1020 20 40 PROPOSED GRADE EXISTING GRADE PROPOSED DRY UTILITIES TIE INTO EXISTING DRY UTILITIES ALONG FOWLER 6 D-2 EXISTING HEADGATES STA: 3+62.9124" CULVERTCROSSINGINV: 4843.27STA: 4+21.7136" CULVERTCROSSINGINV IN: 4842.93INV OUT: 4842.932+98.29 15" STORM SEWER INV: 4843.47 GENERAL NOTES 1.ALL STORM DRAIN MANHOLES SHALL BE 48-INCH DIAMETER, CONSTRUCTED PER CITY OF BOZEMAN STANDARD DETAILS. MANHOLES INDICATING “RIM=” SHALL HAVE SOLID COVERS, THOSE INDICATING “GRATE=” SHALL HAVE SLOTTED (GRATED) COVERS, AND THOSE INDICATING “TBC=” SHALL HAVE CURB INLET TYPE SLOTTED COVERS. 2.SPOT ELEVATIONS ALONG CURB LINES AND SIDEWALK EDGES ARE TOP BACK OF CURB (TBC) AND TOP OF SIDEWALK ELEVATIONS. SUBTRACT 0.50' (SPILL CURB) OR 0.37' (CATCH CURB) TO OBTAIN EDGE OF GUTTER (EG) ELEVATION AT THE ASPHALT/GUTTER LINE. 3.GRADE BREAK LINES (SEE LEGEND): USE STRAIGHT-LINE INTERPOLATION TO DETERMINE FINISHED GRADE ELEVATIONS BETWEEN INDICATED SPOT ELEVATIONS. INSTALL NON RESIDENTIAL ACCESS DRIVEWAY APPROACH PER COB STD 02529-12 64.55 LF 24" CMP CULVERT EXTENSION @ 0.5% SLOPE EX INV IN: 4843.45 INV OUT: 4843.02 CURB INLET #3 TBC: 4848.22 INV OUT (N): 4843.62 CURB INLET #4 TBC: 4848.20 INV IN (S): 4843.30 INV OUT (NE): 4843.30 32.4LF OF 15" HDPE STORM PIPE @ 1% SLOPE 70.1' CMP CULVERT EXTENSION @ 0% SLOPE INV IN: 4842.93 INV OUT: 4842.93 4" MIN POLYSTYRENE INSULATION 4" MIN POLYSTYRENE INSULATION 4" MIN POLYSTYRENE INSULATION FARMERS CANAL OLD LONDON MERMAID GRANITE STAMP PATTERN CROSSWALK COPYRIGHT ©MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! DATEDESCRIPTIONNO.BY N:\3638\009\ACAD\PRELIMINARY PLAT 5\TECHNOLOGY BLVD WEST\RECORD DRAWINGS\R-1.DWG PLOTTED BY:ROSIE NICKELSON ON May/21/2025 2025 REVISIONS engineers surveyors planners scientists MorrisonMaierle DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BY INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THIS INFORMATION IN ALL INSTANCES AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF INFORMATION PROVIDED BY OTHERS. 2880 Technology Blvd West Bozeman, MT 59718 Phone: 406.587.0721 Fax: 406.922.6702 BOZEMAN GATEWAY PUD - PHASE 5 BOZEMAN MONTANA TECHNOLOGY BLVD WEST ROAD PROFILE STA 0+00 TO 5+00 3638.009 3 R-1 CMS CMS JAU 4/2021 JAMES A. ULLMAN 10539 5/2025 EXISTING WELL TO BE ABANDONED EXISTING INV 4842.93 SDMH-1 72" ECCENTRIC MH RIM: 4849.21 INV IN (S): 4842.93 INV OUT (N): 4842.93 6' CHAIN LINK FENCE AS REQUIRED BY FARMERS CANAL STRIPING NOTES 1. TECHNOLOGY BLVD W: ALL NEW TRANSVERSE PAVEMENT MARKINGS, STRIPES 8 INCHES IN WIDTH OR WIDER, WORDS, AND SYMBOLS ARE TO BE INLAID THERMOPLASTIC OR PREFORMED PLASTIC TAPE. ALL OTHER MARKINGS SHALL BE EPOXY PAINT. TEMPORARY EROSION CONTROL STRAW WADDLES TO BE INSTALLED AT DEAD END OF ROADWAY 30.2 LF OF 15" HDPE STORM PIPE @ 1% SLOPE INV OUT: 4843.00 6' REINFORCED CONCRETE ALONG FOWLER AVENUE PROPOSED POND RETENTION VOLUME: 2310 CF WATER SURFACE EL: 4844.50 POND BOTTOM 4843.00 FLARED END SECTIONS RECORD DRAWING END ASPHALT (A.B.) SSSSSSSSSSSSSSWWWWWWWWW W W W SS W W W W W 0+001+002+0048534852485 3 485448554 8 5 4 4856 4856 4856 4855 4854 -3.01%-3.00%4855.89 4856.14 4856.02 4855.51 4855.87 4855.70 4856 4856 4857 -3.01%-2.99%-25.00%-25.00%-25.00% -25.00%-1.50%56.94 57.31 56.97 56.99 57.04 56.42 56.50 55.88 56.26 55.96 R25.00' 4840 4850 4860 4870 4840 4850 4860 4870 FG-EG-4853.380+00 FG-4857.18EG-4853.40FG-4856.68EG-4854.641+00 FG-4856.22EG-4855.87FG-EG-4856.352+00 FG-EG-4856.592+25 -1.00% VPI STA=1+66.24 VPI ELEV=4856.02 K=33.39 LVC=65.00' LP STA=1+67.14 LP ELEV=4856.18 VPC STA=1+33.74VPC ELEV=4856.35VPT STA=1+98.74VPT ELEV=4856.330 VERT. SCALE IN FEET 0 HORIZ. SCALE IN FEET 24 4 8 1020 20 40 PROPOSED GRADE EXISTING GRADE STA: 1+64.42EX 8" CROSSSTA: 1+28.75REMOVE EXISTING ENDCAP AND CONNECT TOEX 8" WATER MAINT.O.P. ≈ 4848.29T.O.P. = 4848.45 (A.B.)STA: 0+14.48STA: 0+16.00INSTALL END CAPAND TYP. 1" BLOW OFF2" BLOW OFF (A.B.)T.O.P. = 4851.19T.O.P. = 4850.40 (A.B.)25.00% 114.3 LF OF 8" CLASS 51 DUCTILE IRON WATER PIPE TYPE A TRENCH TYPE 1 BACKFILL INSTALL DEAD END BARRICADE PER COB STD 09810-2 6.5' COVER 2 D-1 WEST GARFIELD STREET CROSS SECTION DETAIL COPYRIGHT ©MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! DATEDESCRIPTIONNO.BY N:\3638\009\ACAD\PRELIMINARY PLAT 5\TECHNOLOGY BLVD WEST\RECORD DRAWINGS\R-2.DWG PLOTTED BY:ROSIE NICKELSON ON May/21/2025 2025 REVISIONS engineers surveyors planners scientists MorrisonMaierle DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BY INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THIS INFORMATION IN ALL INSTANCES AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF INFORMATION PROVIDED BY OTHERS. 2880 Technology Blvd West Bozeman, MT 59718 Phone: 406.587.0721 Fax: 406.922.6702 BOZEMAN GATEWAY PUD - PHASE 5 BOZEMAN MONTANA WEST GARFIELD STREET ROAD AND WATER PROFILE STA 0+00 TO 2+25 3638.009 4 R-2 CMS CMS JAU 4/2022 JAMES A. ULLMAN 10539 05/2025 TYP. 1" BLOWOFF TYP. 2" BLOWOFF (A.B.) PER COB STD DWG NO. 02660-7 INSTALL 5' SIDEWALK CONNECT TO EXISTING WATER MAIN FUTURE TRAIL TEMPORARY EROSION CONTROL STRAW WADDLES TO BE INSTALLED AT DEAD END OF ROADWAY SAWCUT LINE RECORD DRAWINGCURB STOP (A.B.) END OF ASPHALT (A.B.) 0+001+002+003+004+005+005+61TechnloyBlvogdWFowl erAveFowlerAveTe c hn lo y B lvogd W SS W SSSSSSSSSSSSSSSSSSWWWWWWWWWWSS SS SS SS W W W W W EEEEEFOFOFOSS SS SS SS SS W W W W W W SSSSSSSSSSSSSSSSSSSSSSSSSSSSW W W W W W W W W W W W W W W WSSWWWWW . 0 VERT. SCALE IN FEET 0 HORIZ. SCALE IN FEET 24 4 8 1020 20 40 INSTALL DEAD END BARRICADE PER COB STD 09810-2 STA 3+48.61, 8.00' RT BEGIN 8" WHITE EXPOXY THERMOPLASTIC (A.B.) STA 4+39.31, 8.00' RT END 8" WHITE EXPOXY THERMOPLASTIC (A.B.) STA 4+18.61 - 2.5' RT (CENTER OF SYMBOLS) RIGHT TURN ARROW & "ONLY" SYMBOLS SHALL BE THERMOPLASTIC STA 4+40.00, 7.90' LT END 8" WHITE EXPOXY 24" THERMOPLASTIC (A.B) COPYRIGHT ©MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! DATEDESCRIPTIONNO.BY N:\3638\009\ACAD\PRELIMINARY PLAT 5\TECHNOLOGY BLVD WEST\RECORD DRAWINGS\R-3.DWG PLOTTED BY:ROSIE NICKELSON ON May/21/2025 2025 REVISIONS engineers surveyors planners scientists MorrisonMaierle DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BY INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THIS INFORMATION IN ALL INSTANCES AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF INFORMATION PROVIDED BY OTHERS. 2880 Technology Blvd West Bozeman, MT 59718 Phone: 406.587.0721 Fax: 406.922.6702 BOZEMAN GATEWAY PUD - PHASE 5 BOZEMAN MONTANA PAVEMENT MARKING AND SIGNAGE PLAN 3638.009 5 R-3 CMS CMS JAU 4/2022 JAMES A. ULLMAN 10539 5/2025 RECORD DRAWING MEDIAN CURB PAINTED YELLOW (A.B.) SS W SSSSSSSSSSSSSSSSWWWWWWWWWWSS SS SS SS W W W W W EEFOSS SS SS SS SS W W W W W W SSSSSSSSSSSSSSSSSSSSSSSSSSSSW W W W W W W W W W W W W W W WSSWWWWW 15SD15SD0+001+002+003+004+005+0015.00' MSU EASEMENT 4846 4847 4848 4849 4848 4846 4847 4847 4846 4851485048464846 4846 48464847 4847 4848 4848 4850 4850 4849 4848 4849 10' MIN SEPARATION 2.3' SEPARATION 4830 4840 4850 4860 FG- EG- -0+05 FG-4850.41EG-4847.030+00 FG-4850.06EG-4847.33FG-4849.71EG-4847.621+00 FG-4849.36EG-4847.67FG-4849.01EG-4847.722+00 FG-4848.66EG-4847.51FG-4848.34EG-4846.433+00 FG-4849.00EG-4845.14FG-4849.49EG-4845.884+00 FG-4849.99EG-4849.32FG-EG-4851.665+00 FG-EG-4852.31EX 43.05 LF 8" @ -0.91% EX SSMH 2 STA 5+38.65 RIM ELEV=4851.95 INV IN (W) = 4835.83 DEPTH = 16.12' SSMH 2 STA 3+23.89 RIM ELEV=4848.65 INV IN (W) = 4836.43 INV IN (W) = 4836.47 (A.B.) INV OUT (E) = 4836.23 INV OUT (E) = 4836.33 (A.B.) DEPTH = 12.45' 8.81 LF 8" @ 0.50% 5 LF 8" @ 0.50% (A.B.) SSMH 1 STA 0+10.81 RIM ELEV=4850.33 INV IN (W) = 4838.20 INV OUT (E) = 4838.00 DEPTH = 12.36' EX SSMH 1 STA 4+93.40 RIM ELEV=4851.27 INV IN (W) = 4835.40 INV IN (S) = 4834.73 INV IN (E) = 4835.40 INV OUT (N) = 4834.53 DEPTH = 15.89' 309.08 LF 8" @ 0.50% EX 56.00 LF 8" @ 0.50% 109.82 LF 8" @ 0.50% 0 VERT. SCALE IN FEET 0 HORIZ. SCALE IN FEET 24 4 8 1020 20 40 PROPOSED GRADE EXISTING GRADE CONNECT TO EXISTING STUB @ INV: ±4835.69' INV = 4835.79' (A.B.) STA: 2+84.91 38 LF OF 6" SEWER SERVICE @ 2% SLOPE INV: 4836.74 6" INV = 4837.11 (A.B.) 8" INV = 4861.61 (A.B.) GENERAL NOTES 1. INSTALL SANITARY SEWER SERVICE LINE PER C.O.B. STD. DWG. NO. 02730-2 FOR THE SEWER SERVICE SSMH 1 SSMH 2 FARMERS CANAL STA: 3+62.9124" CULVERTCROSSINGINV: 4843.27PROPOSED 6" SANITARY SEWER SERVICE @ 2% INV: 4837.5 INV = 4838.36 (A.B.) 4" MIN POLYSTYRENE INSULATION SEE 7/D-2 4" MIN POLYSTYRENE INSULATION SEE 7/D-2 4" MIN POLYSTYRENE INSULATION SEE 7/D-2 COPYRIGHT ©MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! DATEDESCRIPTIONNO.BY N:\3638\009\ACAD\PRELIMINARY PLAT 5\TECHNOLOGY BLVD WEST\RECORD DRAWINGS\SS-1.DWG PLOTTED BY:ROSIE NICKELSON ON May/21/2025 2025 REVISIONS engineers surveyors planners scientists MorrisonMaierle DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BY INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THIS INFORMATION IN ALL INSTANCES AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF INFORMATION PROVIDED BY OTHERS. 2880 Technology Blvd West Bozeman, MT 59718 Phone: 406.587.0721 Fax: 406.922.6702 BOZEMAN GATEWAY PUD - PHASE 5 BOZEMAN MONTANA TECHNOLOGY BLVD WEST SEWER PROFILE STA 0+00 TO 5+50 3638.009 6 SS-1 CMS CMS JAU 4/2022 JAMES A. ULLMAN 10539 08/2023 STA: 4+21.7136" CULVERTCROSSINGINV IN: 4842.93INV OUT: 4842.93STA: 2+98.2915" STORM CROSSINGINV: 4843.47RECORD DRAWING SS W SSSSSSSSSSSSSSSSSSWWWWWWWWWWSS SS SS SS W W W W W EEEFOFOSS SS SS SS SS W W W W W W SSSSSSSSSSSSSSSSSSSSSSSSSSSSW W W W W W W W W W W W W W W WSSWWWWW 15SD15SD0+001+002+003+004+005+0015.00' MSU EASEMENT 4847 4 8 4 7 48 4 7 48 4 8 4 8 4 8 4846 4847 4848 484648474848 48 46 0+00 1+00 PI: 3+37.12PI: 4+94.064848 4849 4849 4850 10.00' MIN SEPARATION 4848.86 4850.36 4830 4840 4850 4860 FG- EG-4846.99 -0+05 FG-4850.41EG-4847.030+00 FG-4849.71EG-4847.621+00 FG-4849.01EG-4847.722+00 FG-4848.58EG-4846.433+00 FG-4849.49EG-4845.884+00 FG-EG-4851.665+00FG-4850.06EG-4847.33FG-4849.36EG-4847.67FG-4848.66EG-4847.51FG-4849.00EG-4845.14FG-4849.99EG-4849.326.5' MIN COVER 0+71 SOLID SLEEVE COUPLER (A.B.)STA 0+97.00INV =4841.83 (A.B.)STA 1+51.00INV =4841.33 (A.B.)STA 2+70.00INV =4840.35 (A.B.)STA 4+00.00INV =4840.43 (A.B.)0 VERT. SCALE IN FEET 0 HORIZ. SCALE IN FEET 24 4 8 1020 20 40 PROPOSED GRADE EXISTING GRADE 441.5 LF OF 8" CLASS 51 DUCTILE IRON WATER PIPE TYPE A TRENCH TYPE 1 BACKFILLSTA: 0+56.658" GATE VALVE W/THRUST BLOCKINV = 4842.15'INV = 4842.02' (A.B.)STA: 0+58.568"x8" TEE W/THRUST BLOCKINV = 4842.15'INV = 4842.02' (A.B.)STA: 2+53.81TAP FOR 112"WATER SERVICEINV = 4840.42INV = 4840.45 (A.B.)STA: 2+55.738"x4" TEE W/THRUST BLOCKINV = 4840.42NO THRUST BLOCKINV = 4840.45 (A.B.)STA: 2+06.508" GATE VALVE W/THRUST BLOCKINV = 4840.83NO THRUST BLOCK (A.B.)INV = 4840.88' (A.B.)STA: 2+11.508"x6" TEE AND HYDRANTASSEMBLYINV = 4840.73INV = 4840.91 (A.B.)BURY LINE = 4848.86'HYDRANT BURY DEPTH 8.0'STA: 3+23.0011.25° BEND W/THRUST BLOCKINV = 4839.87NO THRUST BLOCK (A.B.)INV = 4839.81 (A.B.)STA: 4+41.50CONNECT TOEXISTING8" GATE VALVEINV = 4840.80INV = 4840.27 (A.B.)STA 0+1.128"X6" TEE AND HYDRANTASSEMBLYINV = 4842.68'INV = 4842.74' (A.B.)BURY LINE = 4850.36'HYDRANT BURY DEPTH 7.5'STA: 3+62.9124" CULVERTCROSSINGINV: 4843.27STA: 2+98.2915" STORM CROSSINGINV: 4843.474" FIRE SERVICE1 1 2" DOMESTIC SERVICE INSTALL 19LF OF 8" D.I.P. WATER MAIN COPYRIGHT ©MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! DATEDESCRIPTIONNO.BY N:\3638\009\ACAD\PRELIMINARY PLAT 5\TECHNOLOGY BLVD WEST\RECORD DRAWINGS\W-1.DWG PLOTTED BY:ROSIE NICKELSON ON May/21/2025 2025 REVISIONS engineers surveyors planners scientists MorrisonMaierle DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BY INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THIS INFORMATION IN ALL INSTANCES AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF INFORMATION PROVIDED BY OTHERS. 2880 Technology Blvd West Bozeman, MT 59718 Phone: 406.587.0721 Fax: 406.922.6702 BOZEMAN GATEWAY PUD - PHASE 5 BOZEMAN MONTANA TECHNOLOGY BLVD WEST WATER PROFILE STA 0+00 TO 5+50 3638.009 7 W-1 CMS CMS JAU 4/2022 JAMES A. ULLMAN 10539 08/2023 4" MIN POLYSTYRENE INSULATION SEE 7/D-2 STA: 4+21.7136" CULVERTCROSSINGINV IN: 4842.93INV OUT: 4842.931.THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL OR BETTER CONDITION THAN EXISTED PRIOR TO EXCAVATION AS DETERMINED BY AGENCY, OWNER, AND/OR ENGINEER. 2.ASPHALT, CONCRETE CURB, AND SIDEWALK SHALL BE SAW CUT OR NEAT CUT AS APPROVED BY AGENCY AND/OR ENGINEER. 3.THE LOCATION, DEPTH, AND SIZE OF THE EXISTING UTILITIES SHOWN ON THESE PLANS IS APPROXIMATE. THE CONTRACTOR SHALL VERIFY THE EXISTENCE, LOCATION, DEPTH, AND SIZE OF THE UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO THE EXISTING FACILITIES DUE TO FAILURE TO LOCATE OR PROPERLY PROVIDE PROTECTION WHEN LOCATION IS KNOWN. 4.ALL WATER VALVES OWNED AND OPERATED BY THE CITY OF BOZEMAN SHALL BE OPERATED BY AUTHORIZED CITY OF BOZEMAN PERSONNEL ONLY. 5.SEWER AND WATER CONNECTIONS SHALL BE PERFORMED BY A LICENSED PLUMBER. 6.GENERAL CONTRACTOR TO COORDINATE DRY UTILITY AND IRRIGATION REQUIREMENTS. 7.INSTALLATION OF NEW WATER MAINS SHALL BE PROTECTED FROM CORROSION WITH V-BIO ENHANCED POLYETHYLENE ENCASEMENT WRAP. GENERAL NOTES: 4" MIN POLYSTYRENE INSULATION SEE 7/D-2 RECORD DRAWINGMEGA LUGS WERE USED IN LIEU OF THRUST BLOCKS (A.B.) BENCHMARK ELEV=4850.67 (A.B.) BENCHMARK ELEV=4852.23 (A.B.) SS W SSSSSSSSSSSSSSSSSSWWWWWWWWWWSS SS SS SS W W W W W EEEFOFOSS SS SS SS SS W W W W W W SSSSSSSSSSSSSSSSSSSSSSSSSSSSW W W W W W W W W W W W W W W WSSWWWWW 15SD15SD0+001+002+003+004+005+0015.00' MSU EASEMENT 4847 4 8 4 7 48 4 7 48 4 8 4 8 4 8 4846 4847 4848 484648474848 4846 0+00 1+00 PI: 3+37.12PI: 4+94.064848 4849 4849 4850 10.00' MIN SEPARATION 4848.86 4830 4840 4850 4860 FG- EG-4846.99 -0+05 FG-4850.41EG-4847.030+00 FG-4849.71EG-4847.621+00 FG-4849.01EG-4847.722+00 FG-4848.58EG-4846.433+00 FG-4849.49EG-4845.884+00 FG-EG-4851.665+00FG-4850.06EG-4847.33FG-4849.36EG-4847.67FG-4848.66EG-4847.51FG-4849.00EG-4845.14FG-4849.99EG-4849.326.5' MIN COVER -0.95%-0.16% -0.90% -0.52%-0.95%-0.10%-0.89%0.65%0.77%STA=0+01.74ELEV=4842.72STA=0+55.69ELEV=4842.21STA=2+05.54ELEV=4840.88STA=2+52.78ELEV=4840.46STA=3+22.33ELEV=4839.88STA=4+42.22ELEV=4840.808" 6" MIN 12" MAX GRANULAR BEDDING MATERIAL (TYP) 6" LEAD WATER LINE TRENCH BOTTOMTRENCH WALLTRENCH WALL/PROPERTY LINE4" THICK INSULATION BOARD - 8' MIN LENGTH ALONG WATER LINE NOTES: 1.INSTALL INSULATION OVER ALL WATER LINES AS DIRECTED BY ENGINEER INCLUDING ALL WATER MAINS AND SERIVCES WITH LESS THAN 6'-6" COVER TO FINISHED GRADE. NOTIFY ENGINEER PRIOR TO PLACING INSULATION. 2.INSTALL INSULATION IN TWO, 2" THICK LAYERS. ROTATE ORIENTATION OR STAGGER JOINTS TO PROVIDE 2' MIN OVERLAP BETWEEN JOINTS. INSULATION SHALL EXTEND A MINIMUM OF 4' BEYOND THE OUTER WALLS OF THE CULVERT. 3.INSULATION BOARD SHALL BE 2" THICK EXTRUDED POLYSTYRENE INSULATION BOARD PER AASHTO M230-70. 4.AREAS IN BOULEVARD, END FLOWFILL 1 FOOT BELOW THE TOP BACK OF CURB TO ALLOW FOR LANDSCAPING. 2' 4" MIN 5.0' MIN4 FLOW FILL ADDITIONAL FILL MATERIAL TO ENSURE 6.5' MINIMUM COVER 0 VERT. SCALE IN FEET 0 HORIZ. SCALE IN FEET 24 4 8 1020 20 40 PROPOSED GRADE EXISTING GRADE 441.5 LF OF 8" CLASS 51 DUCTILE IRON WATER PIPE TYPE A TRENCH TYPE 1 BACKFILLSTA: 0+56.658" GATE VALVE W/THRUST BLOCKINV = 4842.15'STA: 0+58.568"x8" TEE W/THRUST BLOCKINV = 4842.15'STA: 2+53.81TAP FOR 112"WATER SERVICEINV = 4840.42STA: 2+55.738"x4" TEE W/THRUST BLOCKINV = 4840.42STA: 2+06.508" GATE VALVE W/THRUST BLOCKINV = 4840.83STA: 2+11.508"x6" TEE AND HYDRANTASSEMBLYINV = 4840.73BURY LINE = 4848.86'HYDRANT BURY DEPTH 8.0'STA: 3+23.0011.25° BEND W/THRUST BLOCKINV = 4839.87STA: 4+41.50CONNECT TOEXISTING8" GATE VALVEINV = 4840.80STA 0+1.128"X6" TEE AND HYDRANTASSEMBLYINV = 4842.68'BURY LINE = 4850.36'HYDRANT BURY DEPTH 7.5'STA: 3+62.9124" CULVERTCROSSINGINV: 4843.27STA: 2+98.2915" STORM CROSSINGINV: 4843.474" FIRE SERVICE1 1 2" DOMESTIC SERVICE INSTALL 19LF OF 8" D.I.P. WATER MAIN COPYRIGHT ©MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! DATEDESCRIPTIONNO.BY N:\3638\009\ACAD\PRELIMINARY PLAT 5\TECHNOLOGY BLVD WEST\W-1.DWG PLOTTED BY:ROSIE NICKELSON ON May/29/2025 2025 REVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: 2880 Technology Blvd West Bozeman, MT 59718 Phone: 406.587.0721 Fax: 406.922.6702 engineers surveyors planners scientists MorrisonMaierle BOZEMAN GATEWAY PUD - PHASE 5 BOZEMAN MONTANA TECHNOLOGY BLVD WEST WATER PROFILE STA 0+00 TO 5+50 3638.009 7 W-1 CMS CMS JAU 5/29/25 NOT FOR CONSTRUCTION4" MIN POLYSTYRENE INSULATION SEE 7/D-2 STA: 4+21.7136" CULVERTCROSSINGINV IN: 4842.93INV OUT: 4842.931.THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL OR BETTER CONDITION THAN EXISTED PRIOR TO EXCAVATION AS DETERMINED BY AGENCY, OWNER, AND/OR ENGINEER. 2.ASPHALT, CONCRETE CURB, AND SIDEWALK SHALL BE SAW CUT OR NEAT CUT AS APPROVED BY AGENCY AND/OR ENGINEER. 3.THE LOCATION, DEPTH, AND SIZE OF THE EXISTING UTILITIES SHOWN ON THESE PLANS IS APPROXIMATE. THE CONTRACTOR SHALL VERIFY THE EXISTENCE, LOCATION, DEPTH, AND SIZE OF THE UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO THE EXISTING FACILITIES DUE TO FAILURE TO LOCATE OR PROPERLY PROVIDE PROTECTION WHEN LOCATION IS KNOWN. 4.ALL WATER VALVES OWNED AND OPERATED BY THE CITY OF BOZEMAN SHALL BE OPERATED BY AUTHORIZED CITY OF BOZEMAN PERSONNEL ONLY. 5.SEWER AND WATER CONNECTIONS SHALL BE PERFORMED BY A LICENSED PLUMBER. 6.GENERAL CONTRACTOR TO COORDINATE DRY UTILITY AND IRRIGATION REQUIREMENTS. 7.INSTALLATION OF NEW WATER MAINS SHALL BE PROTECTED FROM CORROSION WITH V-BIO ENHANCED POLYETHYLENE ENCASEMENT WRAP. GENERAL NOTES: 4" MIN POLYSTYRENE INSULATION SEE 7/D-2 5/29/25 REMOVE HYDRANT AND LEAD VALVE INSTALL 6" MEGALUG END CAP INSTALL 2" TAPPING SADDLE AND INSTALL INSULATION OVER 6" PIPE AND 2" TYPE "K" COPPER PIPE PER DETAIL THIS SHEET INSTALL 2" CURB STOP AND BLOW OFF BEHIND CURB CURB STOP TO BE MINIMUM OF 4' EAST OF TAPING SADDLE END OF ASPHALT PIPE INSULATION SCALE: NTS 1 WWREMOVE HYDRANT AND LEAD VALVE INSTALL 6" END CAP 2" BLOW OFF INSTALL STRAW WATTLE ALONG FENCE BACKFILL WITH FLOWFILL PER DETAIL THIS SHEET CONTRACTOR TO NOTIFY MORRISON-MAIERLE 48 HOURS IN ADVANCE PRIOR TO CONSTRUCTION. MORRISON-MAIERLE TO PERFORM ONSITE INSPECTION AND COORDINATE WITH CONTRACTOR FOR ANY FIELD FIT ITEMS REGARDING THE PROPERTY LINE. SSSSSSSSSSWWWWWWWW W W W W W W W W W W W W WWWW12SD12SD12SD15.00' MSU EASEMENT4847484748474848484848 4 5 48414842484348444846 0+001+002+003+00484648504850.364830 4840 4850 4860 FG-4846.89EG-4846.890+00 FG-4845.69EG-4845.691+00 FG-4844.22EG-4844.222+00FG-4846.14EG-4846.14FG-4845.24EG-4845.24FG-4843.43EG-4843.436.5' MINIMUM COVERSTA 0+66.00INV =4840.37 (A.B.)STA 1+00.00INV =4839.50 (A.B.)STA 1+50.00INV =4838.22 (A.B.)STA 2+00.00INV =4836.73 (A.B.)STA 2+50.00INV =4835.24 (A.B.)0 VERT. SCALE IN FEET 0 HORIZ. SCALE IN FEET 24 4 8 1020 20 40 PROPOSED FINISHED GROUND AT CENTER OF WATER MAIN (TYP.) EXISTING GROUND SURFACE (TYP.)STA: 2+71.0790° DEGREE BENDWITH THRUST BLOCKT.O.P. = 4835.33INV = 4834.74 (A.B.)STA: 0+19.008" WATER VALVEWITH THRUST BLOCKINV: 4841.85INV = 4841.89 (A.B.)STA 0+19.00 CONNECT TO EXISTING WITH 8" VALVE 271 LF OF 8" CLASS 51 DUCTILE IRON WATER PIPE TYPE A TRENCH TYPE 1 BACKFILL STA: 2+71.07 STA:0+19.00 COPYRIGHT ©MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! DATEDESCRIPTIONNO.BY N:\3638\009\ACAD\PRELIMINARY PLAT 5\TECHNOLOGY BLVD WEST\RECORD DRAWINGS\W-1.DWG PLOTTED BY:ROSIE NICKELSON ON May/21/2025 2025 REVISIONS engineers surveyors planners scientists MorrisonMaierle DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BY INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THIS INFORMATION IN ALL INSTANCES AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF INFORMATION PROVIDED BY OTHERS. 2880 Technology Blvd West Bozeman, MT 59718 Phone: 406.587.0721 Fax: 406.922.6702 BOZEMAN GATEWAY PUD - PHASE 5 BOZEMAN MONTANA SITE A WATER PROFILE STA 0+00 TO 2+80 3638.009 8 W-2 CMS CMS JAU 4/2022 JAMES A. ULLMAN 10539 08/2023 FUTURE BUILDING 1.THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL OR BETTER CONDITION THAN EXISTED PRIOR TO EXCAVATION AS DETERMINED BY AGENCY, OWNER, AND/OR ENGINEER. 2.ASPHALT, CONCRETE CURB, AND SIDEWALK SHALL BE SAW CUT OR NEAT CUT AS APPROVED BY AGENCY AND/OR ENGINEER. 3.THE LOCATION, DEPTH, AND SIZE OF THE EXISTING UTILITIES SHOWN ON THESE PLANS IS APPROXIMATE. THE CONTRACTOR SHALL VERIFY THE EXISTENCE, LOCATION, DEPTH, AND SIZE OF THE UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO THE EXISTING FACILITIES DUE TO FAILURE TO LOCATE OR PROPERLY PROVIDE PROTECTION WHEN LOCATION IS KNOWN. 4.ALL WATER VALVES OWNED AND OPERATED BY THE CITY OF BOZEMAN SHALL BE OPERATED BY AUTHORIZED CITY OF BOZEMAN PERSONNEL ONLY. 5.SEWER AND WATER CONNECTIONS SHALL BE PERFORMED BY A LICENSED PLUMBER. 6.GENERAL CONTRACTOR TO COORDINATE DRY UTILITY AND IRRIGATION REQUIREMENTS. 7.INSTALLATION OF NEW WATER MAINS SHALL BE PROTECTED FROM CORROSION WITH V-BIO ENHANCED POLYETHYLENE ENCASEMENT WRAP. GENERAL NOTES:RECORD DRAWINGW W W W W W W W W W W W W W W W W WATER MAIN LOCATION (A.B.) MEGA LUGS WERE USED IN LIEU OF THRUST BLOCKS (A.B.) SSSSSSSSSSSSSSSSSSWWWWWWWWWWW15SD WWWWW W W W W W W W W W W W W W W W 12SD 12SD 12SD 12SD12SD15SD15SD 15SD12SDWS WS WS WSWSWSWS15SD15SD15SD4842 4843 4844 2+00 3+004+005+006+006+044830 4840 4850 4860 FG-4843.09EG-4843.093+00 FG-4843.28EG-4843.284+00 FG-4840.82EG-4840.825+00 FG-4845.12EG-4845.126+00 FG-4844.98 EG-4844.98 6+04FG-4843.32EG-4843.32FG-4841.98EG-4841.98FG-4841.77EG-4841.776.5' MINIMUM COVER 5+40 SOLID SLEEVE COUPLERSTA 3+20.00INV =4834.21 (A.B.)STA 3+70.00INV =4833.96 (A.B.)STA 4+50.00INV =4833.92 (A.B.)STA 5+40.00INV =4835.68 (A.B.)0 VERT. SCALE IN FEET 0 HORIZ. SCALE IN FEET 24 4 8 1020 20 40 PROPOSED FINISHED GROUND AT CENTERLINE OF WATER MAIN (TYP.)EXISTING GROUND SURFACE (TYP.)STA: 4+77.7622.5° DEGREE BENDWITH THRUST BLOCKT.O.P. 4834.8111.25° DEGREE BEND (A.B.)T.O.P. = 4834.86 (A.B.)319 LF OF 8" CLASS 51 DUCTILE IRON WATER PIPE TYPE A TRENCH TYPE 1 BACKFILL STA 5+90.03 INSTALL 8" TAPPING TEE & VALVE CITY OF BOZEMAN TO PERFORM TAP (SEE STANDARD TAPPING DETAIL) STA: 3+64.27 12" HDPE STORM CROSSING INV: 38.74 STA: 4+10.798"x6" TEE AND HYDRANTASSEMBLYT.O.P. = 4834.90HYDRANT BURY DEPTH 7.7'STA: 4+20.438"x2" TEE W/THRUST BLOCK2" SADDLE (A.B.)AND END CAPT.O.P. = 4834.906" FIRE SERVICE TO BE INSTALLED WITH SITE A 2" DOMESTIC WATER SERVICE TO BE INSTALLED WITH SITE A CULVERT #2 65.3LF 30" @ 1.5 % SLOPE INV IN: 4841.54 INV OUT: 4840.53 STA: 5+19.4130" CULVERT CROSSINGINV: 4840.96STA: 2+71.07 STA: 4+77.76 STA 5+90.03 COPYRIGHT ©MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! DATEDESCRIPTIONNO.BY N:\3638\009\ACAD\PRELIMINARY PLAT 5\TECHNOLOGY BLVD WEST\RECORD DRAWINGS\W-1.DWG PLOTTED BY:ROSIE NICKELSON ON May/21/2025 2025 REVISIONS engineers surveyors planners scientists MorrisonMaierle DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BY INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THIS INFORMATION IN ALL INSTANCES AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF INFORMATION PROVIDED BY OTHERS. 2880 Technology Blvd West Bozeman, MT 59718 Phone: 406.587.0721 Fax: 406.922.6702 BOZEMAN GATEWAY PUD - PHASE 5 BOZEMAN MONTANA SITE A WATER PROFILE STA 2+80 TO 5+90 3638.009 9 W-3 CMS CMS JAU 4/2022 JAMES A. ULLMAN 10539 8/2023STA 4+18.438"X6" TEE W/AND END CAPT.O.P. = 4834.45INV = 4833.79 (A.B.)STA:3+90.63 8" GATE VALVE W/ THRUST BLOCK T.O.P. = 4834.51 NO THRUST BLOCK (A.B.) INV = 4833.87 (A.B.) FUTURE BUILDING APPROACH TO BE CONSTRUCTED WITH SITE A, PROVIDE ADEQUATE COVER OVER WATER LINE EXISTING IRRIGATION WELL EXISTING 8" WATER MAIN 1.THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL OR BETTER CONDITION THAN EXISTED PRIOR TO EXCAVATION AS DETERMINED BY AGENCY, OWNER, AND/OR ENGINEER. 2.ASPHALT, CONCRETE CURB, AND SIDEWALK SHALL BE SAW CUT OR NEAT CUT AS APPROVED BY AGENCY AND/OR ENGINEER. 3.THE LOCATION, DEPTH, AND SIZE OF THE EXISTING UTILITIES SHOWN ON THESE PLANS IS APPROXIMATE. THE CONTRACTOR SHALL VERIFY THE EXISTENCE, LOCATION, DEPTH, AND SIZE OF THE UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO THE EXISTING FACILITIES DUE TO FAILURE TO LOCATE OR PROPERLY PROVIDE PROTECTION WHEN LOCATION IS KNOWN. 4.ALL WATER VALVES OWNED AND OPERATED BY THE CITY OF BOZEMAN SHALL BE OPERATED BY AUTHORIZED CITY OF BOZEMAN PERSONNEL ONLY. 5.SEWER AND WATER CONNECTIONS SHALL BE PERFORMED BY A LICENSED PLUMBER. 6.GENERAL CONTRACTOR TO COORDINATE DRY UTILITY AND IRRIGATION REQUIREMENTS. 7.INSTALLATION OF NEW WATER MAINS SHALL BE PROTECTED FROM CORROSION WITH V-BIO ENHANCED POLYETHYLENE ENCASEMENT WRAP. GENERAL NOTES: 4" MIN POLYSTYRENE INSULATION SEE 7/D-2 4" MIN POLYSTYRENE INSULATION SEE 7/D-2 RECORD DRAWINGMEGA LUGS WERE USED IN LIEU OF THRUST BLOCKS (A.B.) BENCHMARK ELEV=4844.24 (A.B.) ROW ROW orC.O.B. STD..CURB AND GUTTERC.O.B. STD. CURB AND GUTTER6" OF 1.5"-MINUS BASECOURSE3" ASPHALT18" OF 6"-MINUS PITRUN10.00'CONCRETE PATHMIRAFI 600X OR EQUAL2.50'3.00'1.5%BIKE LANE5.50'DRIVING LANE11.50'3%DRIVING LANE11.50'3%BIKE LANE5.50'35.00'TBC-TBC12.50'3.00'1.5%60.00'3:1 MAX3:1 MAX3:1 MAX3:1 MAX EASEMENT ROW ROWC.O.B. STD..CURB AND GUTTERPROPOSED C.O.B. STD.CURB AND GUTTER6" OF 1.5"-MINUS BASECOURSE3" ASPHALT18" OF 6"-MINUS PITRUNMIRAFI 600X OR EQUAL3.00'BIKE LANE5.50'DRIVING LANE16.50'3%DRIVING LANE16.50'3%BIKE LANE5.50'45.00'TBC-TBC45.00' ROWTO BE DEDICATED22.50'32.50' PUBLIC STREET & UTIL. ESMTDOC. #2127251SOUTHERN 14.5' OF STREETSECTION WILL NOT BECONSTRUCTED ON MSUPROPERTY1.5%5.00'SIDEWALK1.00'4.00'BLVD6.50'BLVD5.00'SIDEWALK1.5%3:1 MAX3:1 MAX3:1 MAX3:1 MAXCONSTRUCTIONLIMITS2.00'COPYRIGHT ©MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERVERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!DATEDESCRIPTIONNO.BYN:\3638\009\ACAD\PRELIMINARY PLAT 5\TECHNOLOGY BLVD WEST\RECORD DRAWINGS\D-1 DETAIL SHEET.DWG PLOTTED BY:ROSIE NICKELSON ON May/21/20252025REVISIONSengineers surveyors planners scientistsMorrisonMaierleDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTETHIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2880 Technology Blvd WestBozeman, MT 59718Phone: 406.587.0721Fax: 406.922.6702BOZEMAN GATEWAY PUD - PHASE 5BOZEMANMONTANACROSS SECTION DETAILS3638.00910D-1CPKCPKJAU4/2022JAMES A. ULLMAN105395/2025TECHNOLOGY WEST BLVD CROSS SECTIONSCALE: 1" = 5'1WEST GARFIELD STREET CROSS SECTIONSCALE: 1" = 5'2RECORD DRAWING SS SS SS SS SS SS SS SS SS SS W W W W W W W W W W W W WSSSS SSSSSSWWWWWWSSSSSSSSSSWWWWWSDSD 0.5' BORDER5'0.5' BORDER6'4+00 5+00SSSSSS WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW0+001+001+06PI: 0+29.94COMPACTED ROADSOILS PER PLAN.3-12" A-2000 UTILITY CULVERTSWITH END CAPS AND BANDFINISH GRADE ASPHALTDEPTH PER PLANMIN 12"MIN 30"MAX 40"1.CULVERT FOR ELECTRIC2.SECOND CULVERT FORCOMMUNICATIONS3.THRID CULVERT FORNATURAL GAS"C""B""A"6""C"REBARANCHORCONCRETEANCHORSNOTE: COAT ROADS WITH "KOPPERS" BITUMASTIC NO. 50 COATING OR EQUAL.THRUST BLOCK DIMENSIONSANCHORROD SIZEVALVESIZE100 PSIABC150 PSIABC200 PSIABC250 PSIABC300 PSIABC1/2"6" & 8"2'-0"2'-0"2'-0"2'-0"2'-0"2'-0"2'-0"2'-0"2'-0"2'-0"2'-0"2'-0"2'-0"2'-0"2'-7"1/2"10"2'-0"2'-0"2'-0"2'-6"2'-6"2'-0"2'-9"2'-6"2'-6"3'-0"3'-0"3'-0"3'-7"3'-0"3'-0"1/2"12"2'-3"2'-0"2'-0"3'-0"3'-0"2'-8"3'-5"3'-0"3'-0"4'-3"3'-0"3'-0"5'-1"3'-0"3'-0"1"14"2'-3"2'-0"2'-0"3'-5"3'-0"3'-0"4'-6"3'-0"3'-0"4'-0"4'-0"4'-0"4'-9"4'-0"4'-0"1-1/8"16"3'-0"3'-0"3'-0"4'-4"3'-0"3'-0"4'-1"4'-0"4'-0"5'-1"4'-0"4'-0"6'-1"4'-0"4'-0"1-1/4"18"3'-8"3'-0"3'-0"5'-5"3'-0"3'-0"5'-1"4'-0"4'-0"6'-4"4'-0"4'-0"5'-9"5'-0"5'-0"1-3/8"24"4'-4"4'-0"4'-0"6'-5"4'-0"4'-0"6'-6"5'-0"5'-0"6'-5"6'-0"6'-0"7'-8"6'-0"6'-0"NOTE: PRESSURES SHOWN ABOVE ARE MAXIMUM WORKING PRESSURES IN THE SYSTEM.THRUST BLOCKING AND ANCHORS ARE REQUIRED ON ALL 6" VALVES AND LARGER UNLESS SPECIFIED BY THE ENGINEER.MEGA-LUG OR APPROVED EQUAL JOINT RESTRAINTS MAY BE USED IN LIEU OF CONCRETE THRUST BLOCKS.THRUST BLOCKS NOT REQUIRED ON TAPPING VALVES."C""B""A"6""C"REBARANCHORCONCRETEANCHORSNOTE: COAT ROADS WITH "KOPPERS" BITUMASTIC NO. 50 COATING OR EQUAL.THRUST BLOCK DIMENSIONSANCHORROD SIZEVALVESIZE100 PSIABC150 PSIABC200 PSIABC250 PSIABC300 PSIABC1/2"6" & 8"2'-0"2'-0"2'-0"2'-0"2'-0"2'-0"2'-0"2'-0"2'-0"2'-0"2'-0"2'-0"2'-0"2'-0"2'-7"1/2"10"2'-0"2'-0"2'-0"2'-6"2'-6"2'-0"2'-9"2'-6"2'-6"3'-0"3'-0"3'-0"3'-7"3'-0"3'-0"1/2"12"2'-3"2'-0"2'-0"3'-0"3'-0"2'-8"3'-5"3'-0"3'-0"4'-3"3'-0"3'-0"5'-1"3'-0"3'-0"1"14"2'-3"2'-0"2'-0"3'-5"3'-0"3'-0"4'-6"3'-0"3'-0"4'-0"4'-0"4'-0"4'-9"4'-0"4'-0"1-1/8"16"3'-0"3'-0"3'-0"4'-4"3'-0"3'-0"4'-1"4'-0"4'-0"5'-1"4'-0"4'-0"6'-1"4'-0"4'-0"1-1/4"18"3'-8"3'-0"3'-0"5'-5"3'-0"3'-0"5'-1"4'-0"4'-0"6'-4"4'-0"4'-0"5'-9"5'-0"5'-0"1-3/8"24"4'-4"4'-0"4'-0"6'-5"4'-0"4'-0"6'-6"5'-0"5'-0"6'-5"6'-0"6'-0"7'-8"6'-0"6'-0"NOTE: PRESSURES SHOWN ABOVE ARE MAXIMUM WORKING PRESSURES IN THE SYSTEM.THRUST BLOCKING AND ANCHORS ARE REQUIRED ON ALL 6" VALVES AND LARGER UNLESS SPECIFIED BY THE ENGINEER.MEGA-LUG OR APPROVED EQUAL JOINT RESTRAINTS MAY BE USED IN LIEU OF CONCRETE THRUST BLOCKS.THRUST BLOCKS NOT REQUIRED ON TAPPING VALVES.MJ GLANDMJ VALVEMJ GLANDD.I.PIPED.I.PIPEMJ TEED.I. PIPED.I. PIPEMJ GLANDCONCRETE THRUSTBLOCK (TYP)UNDISTURBEDEARTH (TYP)MJ GLANDMJ VALVED.I. PIPE3/4" MIN. CORROSION RESISTANT ALL THREADRESTRAINING ROD, CONFORMING TO ASTM A242-81,INSTALLED IN HALF THE AVAILABLE MECHANICAL JOINTBOLT HOLES (TYP) WHERE NECESSARY, CLAMPINGLUGS (ROMAC "DUCTILE LUG" OR EQUAL) DESIGNEDTO FIT DUCTILE IRON (D.I.) PIPE, AND CONFORMINGTO ASTM 536-80 MAY BE USED IN CONJUNCTIONWITH THE RESTRAINING RODS.MJ GLANDMJ VALVEMJ GLANDD.I.PIPED.I.PIPEMJ TEED.I. PIPED.I. PIPEMJ GLANDCONCRETE THRUSTBLOCK (TYP)UNDISTURBEDEARTH (TYP)MJ GLANDMJ VALVED.I. PIPE3/4" MIN. CORROSION RESISTANT ALL THREADRESTRAINING ROD, CONFORMING TO ASTM A242-81,INSTALLED IN HALF THE AVAILABLE MECHANICAL JOINTBOLT HOLES (TYP) WHERE NECESSARY, CLAMPINGLUGS (ROMAC "DUCTILE LUG" OR EQUAL) DESIGNEDTO FIT DUCTILE IRON (D.I.) PIPE, AND CONFORMINGTO ASTM 536-80 MAY BE USED IN CONJUNCTIONWITH THE RESTRAINING RODS.AS REQUIRED USING VARIABLE LENGTH SECTIONS 36"MANHOLE STEPS AT16" ON CENTER24" OPENINGFLAT SLAB COVERCUTOUTS ASREQUIREDPRECAST OR POURED-IN-PLACE BASE.POURED-IN-PLACE BASE, MINIMUM CONCRETETHICKNESS BELOW PIPE IS EIGHT INCHES (8").PRECAST BASE, MINIMUM THICKNESS TO BESIX INCHES (6"). POURED-IN-PLACE BASE TOEXTEND BEYOND OUTER EDGE OF MANHOLE WALL.NOTES:1.ALL JOINTS BETWEEN MANHOLE SECTIONS,ADJUSTING RINGS, MANHOLE RING & TOP SECTION,AND AROUND PIPE INTO MANHOLE SHALL BEWATERTIGHT. JOINTING MATERIAL SHALL BE"RAM-NEK" OR APPROVED EQUAL FOR ALL JOINTSEXCEPT BETWEEN PIPE AND MANHOLE WALL.2.ADJUSTING RINGS AND CASTING SHALL BECENTERED ON MANHOLE.3.REMOVE SHIMS AND GROUT ANY GAPS BETWEENTHE CASTING, ADJUSTING RINGS, AND BARREL.REMOVE EXCESS GROUT.4.GROUT ALL LIFTING HOLES IN BARREL.5.ALL LATERAL PIPES SHALL BE FINISHED FLUSH WITHINNER BARREL WALL.MATCH TOP OFCURB ELEVATIONEJIW 7030 SERIESCURB INLET FRAME,GRATE, & CURB HOOD18" MINIMUMNOTE:FURNISH ONE-HALF INCH BY ONE-HALF INCH (1/2" x 1/2") NON-CORROSIVESTEEL ROD STEPS, TWELVE-INCHES (12") IN WIDTH, ENCASED WITHPOLYPROPYLENE. ENSURE STEPS WITHSTAND 400 POUND VERTICAL LOADS AND1,000 POUND PULL-OUT RESISTANCE. STEPS SHALL LINE UP ABOVE THE MANHOLEOUTLET.MANHOLE STEPS ON16" CENTERSPRECAST REINFORCED CONCRETE MANHOLE RISER AND ECCENTRIC CONETOP MANUFACTURED IN ACCORDANCE WITH ASTM DESIGNATION C-478(TYPICAL FORPOURED-IN-PLACE BASES)SLOPE SHELF AT ONEINCH (1") PER FOOTTOWARD CHANNEL.POSITIVE SEAL PSX GASKETS FOR SANITARY SEWER PIPE CONNECTION REQUIRED.STORM DRAINS SHALL BE CONNECTED USING A RUBBER GROUTING RING.PRE-CASTCHANNELFLOWLINEGROUT INVERT TO SPRINGLINEOF PIPE IF GAP BETWEEN PIPEAND CHANNEL IS GREATERTHAN ONE-EIGHTH INCH (1/8")PRE-CAST ORPOURED-IN-PLACE BASENOTE:·FOR POURED-IN-PLACE BASE, THE MINIMUM CONCRETE THICKNESS BELOW PIPE IS EIGHT INCHES (8").·FOR PRE-CAST BASE, THE MINIMUM THICKNESS BELOW PIPE IS SIX INCHES (6").·ALL BASES REINFORCED AS SHOWN.·TOP OF PIPE INSIDE MANHOLE MUST BE TRIMMED BACK TO THE STRUCTURE WALL.#4 BARS @ 1'-0" ON CENTERNOTE:ALL JOINTS BETWEEN MANHOLE SECTIONS, MANHOLERING & TOP SECTION, AND AROUND SEWER PIPE INTOMANHOLE SHALL BE WATERTIGHT. JOINTING MATERIAL SHALLBE "RAM-NEK" OR APPROVED EQUAL FOR ALL JOINTS EXCEPTBETWEEN SEWER PIPE AND MANHOLE WALL.AASLOPE SHELFAT 1" PER FOOTRADIUS OFMANHOLESECTION A-ANOTE: STORM DRAIN MANHOLES SHALL NOTHAVE FORMED CHANNELS AND THE LOWEST PIPEINVERT SHALL BE NINE INCHES (9") HIGHER THANTHE BOTTOM OF THE MANHOLE.TOP OF PIPE MAYNOT EXTEND PAST INSIDEWALL OF MANHOLE. IF NECESSARYTOP HALF PIPE MAY BE TRIMMEDOFF SMOOTH. (8" DIAMETER ONLY)8"6" MIN12" MAX4'-0"2" THICK SANDCUSHIONGRANULAR BEDDINGMATERIAL (TYP)WATER ORSEWER LINETRENCH BOTTOMTRENCH WALL TRENCH WALL ALT. "B" INSTALLATION(TOP & BOTH SIDES):4" THICK INSULATIONBOARD - 8' MIN LENGTHALONG WATER OR SEWER LINEALT. "A" (TOP ONLY)INSTALLATION (TOP ONLY):4" THICK x 8' WIDEINSULATION BOARDCENTERED OVER WATEROR SEWER LINE - 8' MINLENGTH ALONG WATEROR SEWER LINE*FOR CULVERT CROSSINGS,PROVIDE 18" MIN VERTICALSEPARATION BETWEENCULVERT AND WATEROR SEWER LINE*1.INSTALL INSULATION OVER ALL WATER AND/OR SEWER LINES AS DIRECTED BY ENGINEER INCLUDING ALL SEWERMAINS AND SERVICES WITH LESS THAN 5'-0" COVER TO FINISHED GRADE, ALL WATER MAINS AND SERIVCES WITHLESS THAN 6'-6" COVER TO FINISHED GRADE, AND ALL PIPES WITHIN 2' BELOW A CULVERT. NOTIFY ENGINEER PRIORTO PLACING INSULATION.2.INSTALL INSULATION IN TWO, 2" THICK LAYERS. ROTATE ORIENTATION OR STAGGER JOINTS TO PROVIDE 2' MINOVERLAP BETWEEN JOINTS. INSULATION SHALL EXTEND A MINIMUM OF 4' BEYOND THE OUTER WALLS OF THECULVERT.3.INSULATION BOARD SHALL BE 2" THICK EXTRUDED POLYSTYRENE INSULATION BOARD PER AASHTO M230-70.4.SAND MAY BE USED TO PROVIDE THE BASE. INSULATION SHALL BE COVERED WITH 12" OF SAND OR OTHER OTHERSUITABLE GRANULAR BASE PRIOR TO COMPACTION OR ADDITIONAL BACKFILLING.COPYRIGHT ©MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERVERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!DATEDESCRIPTIONNO.BYN:\3638\009\ACAD\PRELIMINARY PLAT 5\TECHNOLOGY BLVD WEST\RECORD DRAWINGS\D-1 DETAIL SHEET.DWG PLOTTED BY:ROSIE NICKELSON ON May/21/20252025REVISIONSengineers surveyors planners scientistsMorrisonMaierleDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTETHIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2880 Technology Blvd WestBozeman, MT 59718Phone: 406.587.0721Fax: 406.922.6702BOZEMAN GATEWAY PUD - PHASE 5BOZEMANMONTANAINFRASTRUCTURE DETAILS3638.00911D-2CPKCPKJAU4/2022JAMES A. ULLMAN105395/2025UTILITY CONDUIT CONNECTIONSCALE: NTS3TYPICAL VALVE/ TEE RESTRAINTSCALE: NTS2THRUST BLOCKING FOR WATER MAIN VALVESSCALE: NTS1ENLARGED CROSSWALK DETAILSCALE: NTS6NOTES:1. EXTEND CONDUITS 3FT PAST BACK OF SIDEWALK.2. MAINTAIN MIN 4FT FROM PARALLEL SIDEWALKS AT INTERSECTIONS.3. INSTALL CAPS AND LOCATE DISKS ON CONDUIT ENDS.4. BED ALL PIPE IN ACCORDANCE WITH MPWSS STD. DWG. NO 02221-1, TYPICAL UTILITY TRENCH DETAILS.NOTES:1. CROSSWALK TO BE SEALED W/ 25% CURE SEALER2. CROSSWALK TO BE FLUSH WITH ADJACENT ASPHALT GRADESCOMBINATION MANHOLE AND CURB INLETSCALE: NTS4BORDERS SHALL HAVETROWELED EDGES, USEMORE RELEASE AGENT TOCREATE A VISUAL CONTRASTAND HAVE A BROOM FINISHOLD LONDONMERMAID GRANITESTAMP PATTERN6" THICK CONCRETECROSSWALK, CONCRETECOLOR IS ASH WHITE,ACCENTED WITH PLATINUMGREY AND ANTIQUED W/SMOKE BEIGEASPHALT GRADEBREAK (TYP.)S T A 4 + 2 7 . 9 0 T BC 2 8 . 0 0 ' L T 4 9 . 2 6SANITARY SEWER AND STORM DRAIN MANHOLESCALE: NTS5EXISTINGHEADGATEEXISTINGDIVERTERSTRUCTURE02660-302660-1002720-1B02720-3PIPE INSULATIONSCALE: NTS7STA 4+27.90TBC 28.00' LT 49.36RECORD DRAWING WSSSSSSSSSSWWWWWWSSW 15SD15SD4846484648474847484848484848 0+001+001+11 8SS48304840485048604830484048504860FG-4847.11EG-4847.110+00FG-4844.47EG-4844.47FG-4844.58EG-4844.581+00FG-4844.27EG-4844.271+11-0.00%-0.67%-0.67%STA=0+19.23ELEV=4843.45STA=0+41.28ELEV=4843.45STA=1+05.83ELEV=4843.02STA=1+08.74ELEV=4843.00 SSSSSSSSSSSSSSSSWWWWWWWWWSSSSSSWWWWSSSSSSSSWWWW484648464847 4847 4848 48484848 0+00 1+001+06PI: 0+29.944830484048504860 4830484048504860FG- EG-4845.470+00FG-4849.71 EG-4843.64 FG- EG-4843.261+00FG- EG-4843.101+06-0.09%-2.55%0.00%-0.67%STA=0+09.26 ELEV=4843.43 STA=0+29.94 ELEV=4842.92 STA=1+01.75 ELEV=4842.92STA=1+05.40 ELEV=4842.90 W WSSSSSSSSSSWWWWWWWWWSS15SD10.00' CONCRETESIDEWALK0+00 0+76 S4830484048504860 4830484048504860FG-4847.00 EG-4844.510+00FG-4843.17 EG-4843.85 FG-4844.00 EG-4843.700+760.05%-24.99%-5.04%24 . 6 9 %0.00%-48.42%-25.70%-0.92%-18.80%-198.34%2.97%91.00% 34. 8 2 %0.00%STA=0+00.00 ELEV=4847.00 STA=0+53.39 ELEV=4843.00 STA=0+71.21 ELEV=4844.28STA=0+76.02 ELEV=4844.00483048404850 48604830484048504860COPYRIGHT ©MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERVERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!DATEDESCRIPTIONNO.BYN:\3638\009\ACAD\PRELIMINARY PLAT 5\TECHNOLOGY BLVD WEST\RECORD DRAWINGS\D-1 DETAIL SHEET.DWG PLOTTED BY:ROSIE NICKELSON ON May/21/20252025REVISIONSengineers surveyors planners scientistsMorrisonMaierleDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTETHIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2880 Technology Blvd WestBozeman, MT 59718Phone: 406.587.0721Fax: 406.922.6702BOZEMAN GATEWAY PUD - PHASE 5BOZEMANMONTANATECHOLOGY BLVD. WESTCROSS SECTION DETAILS3638.00912D-3CPKCPKJAU4/2022JAMES A. ULLMAN1053908/2023SCALE: 1" = 10'CULVERT (WEST)GRAPHIC SCALE0(IN FEET)102010201 INCH = 20 FT0+71.568" WATER MAINCROSSINGINV: 4840.190+59.958" SANITARY MAINCROSSINGINV: 4836.01PROPOSEDGRADEPROPOSEDGRADEEXISTINGGRADE0+19.78EX 24" CMP PIPEINV: 4843.453TOP HEADGATE:4745.47EX INV OUT: 4743.4564.55LF OF 24" CMP @ 0.5% SLOPEINV OUT 4743.02WITH FLAREDEND SECTIONSCALE: 1" = 10'CULVERT (EAST)GRAPHIC SCALE0(IN FEET)102010201 INCH = 20 FT0+69.508" WATER MAINCROSSINGINV: 4840.630+58.508" SANITARY MAINCROSSINGINV: 4835.70PROPOSEDGRADEEXISTINGGRADE0+10+00 EX 36" CMP PIPE INV: 4843.43 TOP HEADGATE: 4745.93EX INV OUT:4742.9370.1LF OF 36" CMP @ 0% SLOPEINV OUT 4743.02WITH FLAREDEND SECTION0+29.94 SDMH-1 72" ECCENTRIC MANHOLE RIM: 4849.21 36" INV IN/OUT: 4842.93 PROPOSEDGRADEPOND BOTTOM4843.00WATER SURFAVE EL: 4844.5RETENTION VOLUME: 2310 CFSCALE: 1" = 10'POND CROSS SECTIONGRAPHIC SCALE0(IN FEET)102010201 INCH = 20 FTRECORD DRAWING VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BY INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY AND / OR COMPLETENESS OF THIS INFORMATION IN ALL INSTANCES AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF INFORMATION PROVIDED BY OTHERS.2025engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\3638\009\ACAD\PRELIMINARY PLAT 5\TECHNOLOGY BLVD WEST\RECORD DRAWINGS\E-PHOTOMETRICS TECH BLVD W.DWG PLOTTED BY:ROSIE NICKELSON ON May/21/2025 REVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net BOZEMAN GATEWAY SUBDIVISION - PHASE 5 INFRASTRUCTURE BOZEMAN MT LIGHTING DETAILS 3638.009 1 PH-1 AG AG JAU 1 CITY COMMENTS 12/15/21ARG JAMES ULLMAN 10539 5/2025 LUMINAIRE SCHEDULE SYMBOL TYPE LAMPS DESCRIPTIONS MANUFACTURER CATALOG NO. OR SERIES MOUNTING/ VOLTAGE E1 63W LED FULL-CUTOFF, DECORATIVE, EXTRUDED ALUMINUM FIXTURE WITH BLACK FINISH MOUNTED TO AN ALUMINUM, ROUND, 5 INCH NON-TAPERED, 25' POLE WITH A 24" CANTELEVERED ARMTO MATCH EXISTING LUMINAIRES IN THE BOZEMAN GATEWAY DEVELOPMENT. SECURE POLE TO A CONCRETE BASE AS DETAILED. SEE DETAIL 1 ON THIS SHEET. POLE SHALL BE RATED TO HANDLE FIXTURE AND ARM EPA AT 80 MPH WIND WITH 30% GUST. PROVIDE WITH TWO PIECE DECORATIVE, PHILADELPHIA STYLE BASE COVER. POLE, BASE COVER AND ARM FINISH SHALL MATCH FIXTURE. REFLECTOR SHALL BE A TYPE II DISTRIBUTION. FUSE EACH FIXTURE AT POLE BASE HAND HOLE. PROVIDE 3000K COLOR TEMPERATURE. ANTIQUE STREET LAMPS FIXTURE: EH16RT-63LED 350MA-3K-GCF-R2- 480-1DS-ANBK ARM: EAC5/2 PNIP3-ANBK POLE: DS340-R450V200-BK-HH-AB-P9/ WHATLEY D21M BLK POLE/ 240 TYPE E1 LIGHT POLE ELEVATION (TYP)POLE BASE DETAIL (TYP) LONG REINF. SEE SCHEDULE ANCHOR BOLTS FROM POLE MANF.2'-6"7' HORIZ. TIES SEE SCHEDULE PROVIDE LONG AT ALL FOUR CORNERS OF SQUARE PIER. PROVIDE SPACING OF S/2 AT TOP 1'-0" OF PEIR. DEPTH BELOW FINISHED GRADE. SPACE LONG. STEEL EVENLY AROUND PERIMETER. PROVIDE REINF. CLEARANCE PER ANCI 318. * ** *** **** ***** 3"FINISH GRADE 24" SEE SITE PLAN FOR CONDUIT SIZE 1" CHAMFER REINFORCED CONC. BASE BY E.C. BUSH CONDUITS BASE COVER PROVIDE FUSE(S) IN CKT. TO BALLAST. FUSE(S) SHALL BE BUSS TYP. BBS. FUSE HOLDERS SHALL BE BUSS "TRON" HEB WATERPROOF. SIZE OF FUSE SHALL BE AS REQUIRED BY LUMINAIRE MANUFACTURER. CONNECT GROUND TO POLE BASE W/ BOUNDRY #GB4C PROJECT ANCHOR BOLTS 3" MIN. ABOVE TOP OF BASE. PROVIDE DOUBLE NUTS FOR LEVELING UNIT (ONE ABOVE AND ONE BELOW BASE FLANGE). GROUT VOID BETWEEN BASE FLANGE AND TOP OF CONCRETE, LEAVING DRAIN HOLE. HAND FINISH. THWN CONDUCTOR AS SHOWN ON PLANS PROVIDE 1' OF COILED SLACK ON CONDUCTOR FEED THRU HANDHOLE - 4" X 6" (NOMINAL) LIGHT FIXTURE BASE SCHEDULE ***** POLE HEIGHT SIZE LONG STL HORIZONTAL STL ** 14' - 30' DEPTH ***HEIGHT AFG 7'-0"3"24" Ø (6) # 6 ****#3 AT 12" O.C. NOTES: FURNISH PULL BOXES AND COVERS MADE OF POLYMER CONCRETE WITH FIBERGLASS REINFORCEMENT. FURNISH PULL BOXES HAVING CONTINUOUS FIBERGLASS CLOTH REINFORCEMENT ON THE INSIDE AND OUTSIDE PERIMETERS. FURNISH COVERS HAVING A MINIMUM OF TWO LAYERS OF FIBERGLASS CLOTH REINFORCEMENT. ENSURE THE PULL BOXES AND COVERS COMPLY WITH ALL TEST PROVISIONS OF THE MOST CURRENT ANSI/SCTE 77 FOR TIER 22 APPLICATIONS. FURNISH PULL BOXES AND COVERS THAT HAVE BEEN TESTED AND CERTIFIED BY A NATIONALLY RECOGNIZE D THIRD PARTY INDEPENDENT TEST FIRM SUCH AND UL OR ETL VERIFYING THAT THE BOXES AND COVERS MEET ALL TEST PROVISIONS OF THE ANSI/SCTE 77. FURNISH PULL BOXES THAT HAVE MARKINGS SHOWING THE TIER 22 RATING LABELED OR STENCILED ON THE INSIDE AND OUTSIDE OF THE BOX. FURNISH COVERS THAT MARKING SHOWING THE TIER 22 RATING EMBOSSED IN THE TOP SURFACE OF THE COVER. FURNISH COVERS HAVING PULL SLOTS RATED FOR A MINIMUM PULL OUT OF 3,000 POUNDS. FURNISH 3/8-7 LAB THREAD HEX HEAD BOLTS TO SECURE THE COVER TO THE PULL BOX.DL W 38" HOLD DOWN BOLTS 23"6"3" BACKFILL TOP 6" WITH EXCAVATED TOP SOIL MATERIAL AND TAMP SECURE ELECTRICAL BOND, NO.6 AWG COPPER OR EQUAL NO. 30 FELT PAPER SEPARATION CONDUIT IN PLACE AS REQUIRED. PROVIDE STUB AND CAP CONDUIT FOR FUTURE LUMINAIRES 1" CLEAN STONE DRAINAGE CONCRETE POLYMER PULL BOX MINIMUM INSIDE DIMENSIONS TYPE I TYPE II TIER 22 RATED W = 12" L = 18" D = 12" W = 12" L = 24" D = 12" PULLBOX DETAIL EHL16 LED Hanover Pendant CATALOG # Project Type This European shaped pendant or wall mount luminaire consists of a driver housing and skirt with an internal light engine with a choice of two lens options. • Choice of a fl at or sag glass lens • Stainless steel hardware • Driver and Light engine assembly mount on a removable assembly plate and are furnished with quick- disconnect plugs for ease of installation and maintenance • CSA listed and labeled as suitable for wet locations • TGIC powder coat fi nish • Mounts via 3/4” OD threaded swivel nipple to the Urban 4" or 5” diameter arms (specify PNIP3 option when ordering 5” arm); see arm specifi cation sheets for details on mounting options. Max EPA: 0.85 sq feet Max Height: 18.5” (46.9cm) Max Width: 20” (50.8cm) Max Weight: 45 lbs (20.4 kg) Listing: CSA listed for wet locations Ordering Guide: Fixture EHL16 Base ST RT FT Source & Wattage 49LED 350MA 49LED 525MA 63LED 350MA 63LED 525MA Color Temp 3K 4K 5K Lens Option GCF GCSG MVOLT 120 208 240 277 347 480 R2 R3 R4 R5 SF DF SPD 1DS DBL DDB DNA DWH CS CM ANBK ANDB ANDG ANVG Voltage Distribution Options Finish Sample Catalog number: STEHL16 Fixture Base 49LED 350MA Source & Wattage 3K Color Temp GCF Lens Option MVOLT Voltage R3 Distrib. SF Options DBL Finish Data is considered accurate as of the revision date shown. Antique Street Lamps reserves the right to modify specifi cations without notice. Antique Street Lamps™ | 3825 Columbus Road | Granville, OH 43023 | Phone: 1-800-410-8899 | www.antiquestreetlamps.com ©2013 Acuity Brands Lighting, Inc. All Rights Reserved. EHL16 LED Rev. 6/14 TYPE E1/E2 RECORD DRAWING 0.30.40.81.21.51.51.10.80.60.70.81.0 0.20.30.50.71.01.00.80.70.60.70.71.1 1.61.71.71.20.80.70.70.81.21.51.71.71.30.80.70.70.91.31.61.71.61.10.70.50.50.40.40.3 0.91.11.00.90.70.60.60.60.81.01.11.10.90.70.60.60.70.91.11.31.10.90.70.50.50.40.40.3 0.3 0.4 0.4 0.4 0.3 0.3 0.4 0.4 0.4 0.5 0.5 0.4 0.4 0.3 0.3 0.3 0.4 0.4 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.4 0.5 0.7 0.7 0.6 0.5 0.5 0.5 0.6 0.7 0.7 0.8 0.7 0.6 0.5 0.5 0.5 0.6 0.6 0.7 0.7 0.7 0.6 0.5 0.5 0.5 0.5 0.5 0.4 0.4 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.3 1.1 1.2 1.1 1.0 0.7 0.6 0.6 0.9 1.2 1.3 1.3 1.2 1.0 0.7 0.6 0.6 0.9 1.2 1.3 1.4 1.3 1.2 0.7 0.6 0.8 1.1 1.3 1.5 1.6 1.3 1.1 0.7 0.4 0.7 0.7 0.7 0.5 0.4 0.3 0.4 0.5 0.7 0.8 0.8 0.7 0.6 0.4 0.3 0.4 0.5 0.7 0.8 0.8 0.8 0.6 0.5 0.5 0.5 0.7 0.9 0.8 0.8 0.7 0.6 0.4 0.2 0.2 0.10.0 0.10.2 0.30.5 0.50.4 0.3 0.2 0.1 0.10.20.20.40.40.40.30.20.10.10.10.20.40.40.40.30.20.10.10.20.30.40.40.4 VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BY INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY AND / OR COMPLETENESS OF THIS INFORMATION IN ALL INSTANCES AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF INFORMATION PROVIDED BY OTHERS.2025engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\3638\009\ACAD\PRELIMINARY PLAT 5\TECHNOLOGY BLVD WEST\RECORD DRAWINGS\E-PHOTOMETRICS TECH BLVD W.DWG PLOTTED BY:ROSIE NICKELSON ON May/21/2025 REVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net BOZEMAN GATEWAY SUBDIVISION - PHASE 5 INFRASTRUCTURE BOZEMAN MT E-PHOTOMETRICS - SITE PLAN (1) 3638.009 13 PH-2 AG AG JAU 1 CITY COMMENTS 12/15/21 ARG JAMES ULLMAN 10539 1/2025 20 4010200 SCALE IN FEET TRESSPASS LINE PHOTOMETRIC CALCUATION NUMERIC SUMMARY LABEL CALC TYPE UNITS AVG MAX MIN AVG/MIN MAX/MIN TRESSPASS ILLUMINANCE FC 0.28 0.90 0.00 NA NA SIDEWALK ILLUMINANCE FC 0.80 1.60 0.20 4.00 8.00 TECHNOLOGY BLVD WESTBOUND LUMINANCE CD/M2 0.93 1.70 0.30 3.10 5.67 TECHNOLOGY BLVD EASTBOUND LUMINANCE CD/M2 0.38 0.80 0.10 3.80 8.00 ISOLINES FC * CALCULATION POINTS ON THE STREET ARE LUMINANCE VALUES. **CACLULATION POINT SHOWN ON THE SIDEWALK AND TRESSPASS LINE ARE ILLUMINANCE VALUES. *** TECHNOLOGY BLVD IS A LOCAL STREET WITHIN THE EXISTING APPROVED BOZEMAN GATEWAY PUD. DESIGN IS INTENDED TO BE CONSISTED WITH THE EXISTING TECHNOLOGY BLVD DESIGN WITH THE PUD AND MAY DEVIATE FROM THE STANDARD STREET LIGHTING CRITERIA. 2.0 1.0 0.5 0.2 TECHNOLOGY B L V D . W . E1 E1 E1 E1 EX RECORD DRAWING 4975 4980 4990 5000 4975 4980 4990 5000 SEWER CROSSING STA 0+16.00 TOP = 4981.82 BOT = 4981.13 STORM DRAIN CROSSING STA 0+24.00 TOP = 4988.36 BOT = 4987.09 FG-4989.490+00 FG-4990.13FG-4989.930+73 BT BPBPBPBPBPBPBPBPBPBPBPBPBPBTBTBTBTBTBTBTBTBTBTBTBTBTBTBT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP NG NG NG NG NGNGNGNGNGBPBPBPBPBPBPBPBPBPBPBPBPBPBPNGBTBTBTBTBTBTBTBTBTBTBTBTBTBT8S8S8S8S8S8S8S8S8S8S8SSSSSSSSSSS SS SS SS SS SS SS SS SS SS SS SS SD SD SD SD SD SD SD SDSDSDSDSDSDSDD D 8W8W8W8W8W8W8W8W8W8WFIRE FIRE FIRE FIRE FIRE WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS 0+000+75STA 0+59.63 4" 90° VERT. BEND INV= 4980.53STA 0+05.00 8 X 4 TEE 4" INV= 4980.33 STA 0+57.08 EXTERIOR BLDG WALL SEE DETAIL THIS SHEET FOR CONNECTION TO BUILDING STA 0+05.00, 5.03' RT 2" SADDLE W/ CORP STOP BP FIRE SD SD SDBTNG SDSDSDSDSDSDSDSDSDSDSDSDSD SD STA 0+46.00 4" GATE VALVE INV= 4980.36 1' MIN TO 2' MAX ABOVE FINISHED FLOOR FLANGE TO BE THREADED ON STANDPIPE, MJ TO FLANGE ADAPTERS NOT ACCEPTABLE (TYPICAL FOR ALL RISER CONFIGURATIONS) 3/4" MIN. REDI ROD, INSTALLED IN EVERY OTHER AVAILABLE MJ BOLT HOLES (TYP) - 5/8" RODS ACCEPTABLE FOR 4" LINES FLOOR 4" OR LARGER CLASS 51 DUCTILE IRON PIPE (TYP) MECHANICAL JOINTMAIN TAPPING TEE & VALVE, OR INSTALL VALVE AT PROPERTY LINE (TYPICAL FOR ALL RISER CONFIGURATIONS) THRUST BLOCK 90° BEND WITH THRUST BLOCK FLANGED OS&Y VALVE 1' MIN TO 2' MAX ABOVE FINISHED FLOOR FLANGED OS&Y VALVE PROVIDE FLEXIBLE, WATER-TIGHT CONNECTION FOR ALL WALL OR FLOOR PIPE PENETRATIONS. MECHANICAL JOINT 90° BEND WITH THRUST BLOCK FLOOR FLANGED OS&Y VALVE 1' MIN TO 2' MAX 2' MIN TO 3' MAX CLEARANCE ABOVE FINISHED FLOOR COATED STEEL WALL PLATE, 5/16" MINIMUM THICKNESS CITY OF BOZEMAN REQUIREMENTS FOR INSTALLATION OF DOUBLE CHECK VALVE ASSEMBLY 1.THE FIRST FITTING INSIDE OF THE BUILDING SHALL BE A UL LISTED FLANGED KENNEDY OR MUELLER OS&Y VALVE THE SAME SIZE AS THE FIRE SERVICE LINE. 2.ALL DOUBLE CHECK VALVE ASSEMBLIES SHALL BE: A.UL OR FM LISTED. B.APPROVED BY THE UNIVERSITY OF SOUTHERN CALIFORNIA FOUNDATION FOR CROSS CONNECTION CONTROL AND HYDRAULIC RESEARCH (USCFCCCHR) FOR OPERATION IN THE PROPOSED POSITION (VERTICAL OR HORIZONTAL) AS SHOWN ON APPROVED PLANS. C.INSTALLED AS SHOWN ON THE APPROVED PLANS. 3.A FLOW DETECTION DEVICE SHALL BE INSTALLED IMMEDIATELY FOLLOWING THE DOUBLE CHECK VALVE ASSEMBLY (ALARM CHECK VALVE, FLOW SENSOR/ALARM, METER, ETC.) AS SHOWN ON THE APPROVED PLANS. PADDLE-TYPE FLOW ALARMS NOT PERMITTED ON DRY SYSTEMS. 4.A DOUBLE DETECTOR CHECK VALVE ASSEMBLY MAY BE USED WITH A STANDARD CITY OF BOZEMAN METER. THE METER LOOP OF THE DOUBLE DETECTOR ASSEMBLY SHALL HAVE A DOUBLE CHECK VALVE ASSEMBLY INSTALLED WHICH MEETS THE SAME INSTALLATION CRITERIA SPECIFIED ABOVE IN REQUIREMENT NUMBER TWO. 5.HORIZONTAL INSTALLATIONS MUST BE A MINIMUM OF TWO FEET (2') ABOVE THE FINISHED FLOOR. 6.THE FIRE SERVICE RISER MUST BE A MINIMUM OF TWO FEET (2') FROM ANY OUTSIDE WALL. 7.THE INCOMING FIRE SERVICE LINE SHALL BE A MINIMUM OF 6.5' AND A MAXIMUM OF 7.5' BELOW THE FINISHED GRADE. 8.ALL FIRE SERVICE LINE APPURTENANCES SHALL HAVE A MINIMUM PRESSURE RATING OF 175 PSI. 9.ALL FIRE SERVICE LINES FOUR INCHES (4") AND LARGER SHALL BE CLASS 51 DUCTILE IRON PIPE. 10.LINE SIZING: THE DOUBLE CHECK VALVE ASSEMBLY SHALL BE EQUAL IN SIZE TO BOTH THE INCOMING PIPE DIAMETER (UPSTREAM) AND OUTGOING PIPE DIAMETER (DOWNSTREAM). DOUBLE CHECK VALVE (MIN. REQUIREMENT) AS INDICATED ON APPROVED PLAN(S) NO PRESSURE GAUGES OR PRESSURE GAUGE FITTINGS WILL BE ALLOWED ON THE TEST PORTS OF ANY BACKFLOW PREVENTION ASSEMBLY. ONLY FITTINGS ALLOWED BETWEEN FIRST OS&Y VALVE AND BACKFLOW ASSEMBLY TO BE 90° BEND DOUBLE CHECK VALVE (MIN. REQUIREMENT) AS INDICATED ON APPROVED PLAN(S) DOUBLE CHECK VALVE (MIN. REQUIREMENT) AS INDICATED ON APPROVED PLAN(S) 10'-0" MAX* MECHANICAL JOINTOUTSIDE WALL*PER NFPA-24 FIG A.10.6.3.1 WALLVERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 2025COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\5659\019 - SWX SITE PLANS 1-3\ACAD\SHEETS\001 CLUBHOUSE SHEETS\C600 FIRE SERVICE.DWG PLOTTED BY:ROSIE NICKELSON ON May/13/2025 REVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net engineers surveyors planners scientists MorrisonMaierle SRX CLUBHOUSE FIRE SERVICE 5659.019 8 C600 RSN CMS MEE 5/13/25 1 SP1 RC1 8/31/23CMS NOT TO SCALE STANDARD FIRE SERVICE LINE INSTALLATION FOR CLASS I, II, & III SYSTEMS 02660-13 1.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 7TH EDITION DATED APRIL 2021 (MPWSS); THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS; AND THE PROJECT SPECIFICATIONS. 2.A PRECONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION. NO MATERIAL CHANGES MAY BE MADE TO THIS PLAN WITHOUT THE APPROVAL OF THE CITY OF BOZEMAN WATER/SEWER SUPERINTENDENT. 3.ALL TEXT AND FEATURES SHOWN SHADED WERE EXISTING. 4.THE LOCATION, DEPTH, AND SIZE OF THE EXISTING UTILITIES SHOWN ON THESE PLANS IS APPROXIMATE. THE CONTRACTOR SHALL VERIFY THE EXISTENCE, LOCATION, DEPTH, AND SIZE OF THE UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO THE EXISTING FACILITIES DUE TO FAILURE TO LOCATE OR PROPERLY PROVIDE PROTECTION WHEN LOCATION IS KNOWN. 5.DIMENSIONS SHOWN FOR PIPE LENGTHS ARE MEASURED FROM CENTER-OF-JUNCTION TO CENTER-OF-JUNCTION FOR PAYMENT PURPOSES. 6.ALL WATER VALVES OWNED AND OPERATED BY THE CITY OF BOZEMAN SHALL BE OPERATED BY AUTHORIZED CITY OF BOZEMAN PERSONNEL ONLY. CONTRACTOR SHALL COORDINATE WITH THE CITY ENGINEER PRIOR TO CONNECTING TO EXISTING WATER LINES OWNED AND MAINTAINED BE THE CITY OF BOZEMAN 7.WATER CONNECTIONS SHALL BE PERFORMED BY A LICENSED PLUMBER. 8.ALL VALVES SHALL BE INSTALLED WITH THRUST BLOCKING AND VALVE BOXES IN ACCORDANCE WITH THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS AND CITY OF BOZEMAN STANDARD DRAWING NO. 02660-3. 9.ALL FITTINGS REQUIRING THRUST BLOCKING, INCLUDING BENDS GREATER THAN ELEVEN AND ONE-QUARTER DEGREES (11.25°), TEES, AND PLUGS, SHALL BE INSTALLED IN CONFORMANCE WITH THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS AND CITY OF BOZEMAN STANDARD DRAWING NO. 02660-1. 10.IN LIEU OF CONCRETE THRUST BLOCKS, THRUST RESTRAINT MAY BE PROVIDED UTILIZING MEGALUG; UNI-FLANGE; MJ FIELD LOK SERIES DI; FIELD LOK 350 GASKETS FOR PUSH-ON JOINTS, MANUFACTURED BY US PIPE; SIGMA ONE LOK SERIES SLD, MANUFACTURED BY SIGMA CORPORATION; OR APPROVED EQUAL FOR ALL FITTINGS THAT REQUIRE THRUST RESTRAINT, EXCEPT FOR CUT-IN OR TAPPING TEES (FOR MAINS OR SERVICES) AND BENDS ON SERVICE LINES INSIDE BUILDING FOUNDATIONS, UNLESS SPECIFICALLY PROHIBITED BY THE CITY OF BOZEMAN. THE MECHANICAL RESTRAINTS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND AT ALL JOINTS AS SPECIFIED BY THE ENGINEER. 11.DETECTABLE WARNING TAPE SHALL BE INSTALLED, CENTERED OVER ALL WATER MAINS, SERVICE LINES, AND HYDRANT LEADS. TAPE SHALL BE INSTALLED A MINIMUM OF EIGHTEEN INCHES (18") AND MAXIMUM OF TWENTY-FOUR INCHES (24") BELOW FINISH GRADE. 12.THE FOUR INCH (4") FIRE SERVICE LINE SHALL BE INSTALLED IN ACCORDANCE WITH THE CITY OF BOZEMAN FIRE SERVICE LINE STANDARDS. THIS PLAN IS FOR CONSTRUCTION OF THE FOUR INCH (4") FIRE SERVICE LINE FROM THE EXISTING WATER MAIN TO THE OS&Y VALVE IN THE BUILDING. 13.THE FIRE SERVICE LINE SHALL BE INSTALLED, CHLORINATED, AND TESTED TO A MINIMUM OF 200 PSI BY A SINGLE CONTRACTOR. OWNER OR OWNER'S AUTHORIZED REPRESENTATIVE SHALL PROVIDE CONSTRUCTION OBSERVATION AND PREPARE THE RECORD DRAWINGS. CONTRACTOR SHALL FILL OUT AND SUBMIT "CONTRACTOR'S MATERIAL AND TEST CERTIFICATE FOR UNDERGROUND PIPING". 14.CONTRACTOR SHALL ADJUST ALL VALVE BOXES, CURB BOXES, AND MANHOLES TO FINAL GRADE UPON COMPLETION OF ALL CONSTRUCTION. ANY BOXES OR MANHOLES DAMAGED OR OTHERWISE DISTURBED BY THE CONTRACTOR OR SUBCONTRACTOR SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. THIS WORK WAS INCIDENTAL TO THE PROJECT. 15.BASED ON SITE-SPECIFIC SAMPLING AND ANALYSIS, CONTRACTOR SHALL USE V-BIO POLYETHYLENE ENCASEMENT AROUND PIPE. GENERAL NOTES:ALL ESTIMATED QUANTITIES ARE APPROXIMATE AND ARE TO BE USED ONLY AS A BASIS FOR ESTIMATING THE PROBABLE COST OF THE WORK AND FOR THE PURPOSE OF COMPARING BIDS SUBMITTED FOR THE WORK. THE ACTUAL AMOUNT OF WORK DONE AND MATERIALS FURNISHED UNDER UNIT PRICE ITEMS MAY DIFFER FROM THE ESTIMATED QUANTITIES. STATIONING FOLLOWS CENTERLINE OF PROPOSED FIRE SERVICE LINE. INSTALL FIRE AND WATER SERVICES IN THE SAME TRENCH. QUANTITY SCHEDULE ITEM DESCRIPTION ESTIMATED UNIT No. QUANTITY 101 4-INCH CL 51 D.I.P., AWWA C151 102 4-INCH 90° BEND 103 4-INCH OS&Y FL X FL VALVE & ASSEMBLY 22 *ALL ITEMS NOT NOTED CONSIDERED INCIDENTAL TO WORK FLUSHING REQUIREMENTS ACCORDING TO THE NFPA 24, A FLOW RATE OF 390 GALLONS PER MINUTE IS REQUIRED FOR THE FLUSHING OF A 4-INCH FIRE SERVICE LINE. THE INSTALLING CONTRACTOR MUST PROVIDE AN ORIFICE SIZE TO MEET THIS REQUIREMENT, GIVEN THE CURRENT PARAMETERS OF THE SYSTEM. THE INSTALLING CONTRACTOR MUST VERIFY MINIMUM REQUIRED ORIFICE SIZE WITH THE CERTIFYING ENGINEER AND CITY OF BOZEMAN PRIOR TO CONSTRUCTION. SYSTEM CLASSIFICATION CLASS 1 SYSTEM LF 1 EA 1 EA EXISTING GRADE FFE = 4990.10 02660-13 - PROPOSED GRADE 0 VERT. SCALE IN FEET 0 HORIZ. SCALE IN FEET 24 4 8 1020 20 40 FFE = 4990.10' MECHANICAL ROOM 11.54' X 7.5'CANTER AVEBROOKDALE DR FIRE SERVICE LINE 1 TYPE A TRENCH BACKFILL TYPE 1 BEDDING STATION 0+00 TO 0+75 INSTALL ± 14 LF OF 4" CLASS 51 DIP AWWA 151 INSTALL WATER TIGHT SLEEVE PER NFPA CODE. 2" CLEARANCE BETWEEN CONCRETE AND PIPE MAINTAIN 2' CLEARANCE BETWEEN PIPE FACE AND INSDE EDGE OF EXTERIOR WALL & 1' CLEARANCE BETWEEN PIPE FACE & INTERIOR WALLS. BOTTOM OF FLANGE ELEVATION = 4991.60 6.5' MIN COVER 02660-13 - FOR OS&Y VALVE INSTALLATION SEE DETAIL 2" TYPE K COPPER WATER SERVICE No. 49499 CELINE M PROFESSIONAL E N G INEERM O N T AN A LICENS E D SAUCIER STA 0+46.00 CONNECT TO EXISTING 4" GATE VALVE INV = 4980.36 STA 0+57.08 INSTALL 90° VERT BEND INV = 4980.53 W/ THRUST BLOCK PROPOSED CURB STOP DRY UTILITY CROSSINGS FIRE SERVICE LINE LOT 1, BLOCK 5 SOUTH RANGE CROSSING SUBDIVISION CITY OF BOZEMAN, GALLATIN COUNTY, MONTANA ZONED: REMU