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HomeMy WebLinkAboutBozeman Gateway Ph 5 PUD - Technology Water and SewerN:\3638\009\ACAD\PRELIMINARY PLAT 5\TECHNOLOGY BLVD WEST\RECORD DRAWINGS\0 COVER.DWG PLOTTED BY:CARTER AVERY ON Aug/07/20232880 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:CARTER AVERY ON Aug/07/2023VERIFY 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 Aug/08/20232023REVISIONSengineers 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 Aug/08/20232023REVISIONSengineers 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 6' WIDE VALLEY GUTTER 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:CARTER AVERY ON Aug/07/2023 2023 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 / OR COMPLETENESS OF THISINFORMATION IN ALL INSTANCES AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONSTHAT 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 8/2023 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 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 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 Aug/08/2023 2023 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 / 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. 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 DRAWINGINV = 4838.23 (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 4846484748484846 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 12" 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:CELINE SAUCIER ON Dec/26/2023 2023 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 INSTANCESAND 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.) SSSSSSSSSSWWWWWWWW W W W W W W W W W W W W WWWW12SD12SD12SD67.57'15.00' 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 COVER -1.24%-2.03% -2.70% -3.03% 0.19%STA=0+00.96ELEV=4842.20STA=0+18.30ELEV=4841.98STA=0+66.19ELEV=4840.70STA=2+70.49ELEV=4834.520 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. 4835.33STA: 0+19.008" WATER VALVEWITH THRUST BLOCKINV: 4841.85STA 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 NOT FOR CONSTRUCTION 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:CELINE SAUCIER ON Jan/08/2024 2024 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 SITE A WATER PROFILE STA 0+00 TO 2+80 3638.009 8 W-2 CMS CMS JAU 4/2022 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: 4/14/22 SSSSSSSSSSSSSSSSSSWWWWWWWWWWW15SD WWWWW W W W W W W W W W W W W W W W 12SD 12SD 12SD 12SD12SD15SD15SD 15SD12SDWS WS WS WSWSWSWS15SD15SD15SD67.57' 0.77' 4842 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:CELINE SAUCIER ON Dec/26/2023 2023 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 INSTANCESAND 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.) 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%2 4 . 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 Aug/08/20232023REVISIONSengineers 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