HomeMy WebLinkAbout7th and Aspen Mixed Use Ph 1 & 2 Fire Service Line PlanWW1+002+00477547804785479047754780478547900+901+002+002+504790.24790.5
4789.6 EX. GASEX. ELEC.EX. 8-IN WATER MAIN4" OS&Y VALVEEXISTING GROUNDFINISH GRADEMIN. 1.0' CLEARANCEFROM INTERIOR WALLSTA: 1+00;8"X4" TAPPING TEEW/ GATE VALVE &THRUST BLOCKFL: 4783.24' (4")(FIELD VERIFY)FF: 4789.71'4" VERTICAL FIRE RISER PIPE;CLASS 51 DUCTILE IRONW/ REDI-ROD RESTRAINTBOTTOM OF VALVE18" ABOVE FFSTA: 2+18.38;
4" 90° VERT. BEND
W/ THRUST BLOCK
FL: 4782.42'STA: 1+91.21;4" 45° HORIZ. BENDFL: 4782.42'FIRE SERVICE LINESTA: 1+00.00 - 2+18.38; INSTALL 127 L.FOF 4" CLASS 51 DUCTILE IRON PIPE(LENGTH INCLUDES RISER)50'5'MAINTAIN 6.5'MIN. COVERSTA: 1+72.77DEFLECT PIPE 1.5° VERT.FL: 4782.42TYPE A BACKFILLFLOWABLE BACKFILLSTA: 2+01.90;4" 45° HORIZ. BENDFL: 4782.42'010'20'30'S C A L E1.ALL WATER/FIRE SERVICES TO MAINTAIN A MINIMUM OF 6.5' OF COVER TO TOP OF PIPE UNLESS INSULATION IS PROVIDED AND APPROVED BY THEENGINEER. FOR EVERY 1' OF COVER UNDER 6.5', 2" OF INSULATION SHALL BE REQUIRED.2.4", 6" AND 8" LINES SHALL BE CLASS 51 DUCTILE IRON PIPE.3.MAIN LINE AND WATER SERVICE VALVES SHALL BE A MECHANICAL JOINT x MECHANICAL JOINT (MJxMJ) FITTING. VALVES TO BE MUELLER A2360 RESILIENTWEDGE GATE VALVE UNLESS OTHERWISE NOTED ON PLANS.4.MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL SEPARATION BETWEEN OUTSIDE OF SEWER/STORM DRAINS AND WATER LINES.5.MAINTAIN A MINIMUM OF 18" VERTICAL SEPARATION BETWEEN OUTSIDE OF SEWER/STORM DRAIN AND WATER LINE CROSSINGS.6.ANY EXISTING OR NEW VALVES WHICH CONTROL THE COB'S WATER SUPPLY SHALL BE OPERATED BY COB PERSONNEL ONLY.7.THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 24-HOURS PRIOR TO BEGINNING ANY WORK.8.WHEN TAPPING TEES ARE USED FOR THE FIRE SERVICE LINE CONNECTION TO THE MAIN, THE CONTRACTOR SHALL INSTALL THE TAPPING TEE AND VALVEAND THE COB SHALL MAKE THE ACTUAL TAP TO THE MAIN AT THE OWNER'S EXPENSE.9.THE CONTRACTOR SHALL INSTALL MEGA LUG RESTRAINTS OR CONCRETE THRUST BLOCKS AT ALL WATER LINE FITTINGS, VALVES, AND FIRE HYDRANTS.CONCRETE THRUST BLOCKS ARE REQUIRED WHERE SHOWN ON PLANS.10.FIRE LINE SYSTEM SHALL BE CLASS 1.11.PER NFPA 24, THE CONTRACTOR SHALL OBTAIN A MINIMUM FLOW RATE OF 390 GPM (10 FT/SEC.) FOR FLUSHING OF OF A 4" FIRE LINE. A MINIMUMORIFICE SIZE OF 2.5 INCHES SHALL BE USED, OR LARGER AS NEEDED TO MEET THE MINIMUM FLOW RATE REQUIREMENT UNDER THE CURRENT WATERSYSTEM PARAMETERS.FIRE SERVICE NOTESGENERAL NOTES1. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES IN WRITING AND SHALL BE RESPONSIBLE FOR SECURING THE EXACT LOCATION OF ALL EXISTINGUTILITIES BEFORE BEGINNING EXCAVATION. ALL UTILITIES MAY NOT BE SHOWN IN THESE PLANS.2. ALL POWER, TELEPHONE AND OTHER UTILITY POLES OR GUY WIRES WHICH INTERFERE WITH THE CONSTRUCTION SHALL BE REMOVED OR RELOCATED BYTHE UTILITY COMPANY.3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY PERMITS, INCLUDING ANY REQUIRED FEES.4. ALL STREET & TRAFFIC SIGNS THAT INTERFERE WITH CONSTRUCTION SHALL BE REMOVED & RESET BY CONTRACTOR.5. CONTRACTOR SHALL REMOVE AND REPLACE OR DISPOSE OF ANY OBSTACLE (FENCES, CONCRETE SLABS, ETC.) THAT INTERFERES WITH CONSTRUCTIONUPON APPROVAL OF PROJECT ENGINEER.6. CONTRACTOR SHALL FIELD VERIFY LINE AND GRADE OF EXISTING UTILITY CONNECTIONS PRIOR TO ORDERING MATERIAL.7. ALL CONSTRUCTION SHALL CONFORM TO MPWSS (LATEST EDITION), CITY OF BOZEMAN MODIFICATIONS TO MPWSS (LATEST EDITION), AND MDT STANDARDS.8. ANY DAMAGE TO EXISTING CURB, SIDEWALK, LANDSCAPING, OR ASPHALT WILL BE REPAIRED OR REPLACED IN KIND FOLLOWING MDT STANDARDS FORWORK IN THE N. 7TH RIGHT-OF-WAY, UNLESS SPECIFICALLY MENTIONED OTHERWISE ON THE DRAWINGS.9. ALL STREET CUTS AND TRENCH WORK IN THE N. 7TH AVE. RIGHT-OF-WAY REQUIRES BACKFILL USING EXCAVATABLE FLOWABLE FILL FROM THE PIPEBEDDING TO THE BOTTOM OF THE ASPHALT PAVEMENT10. CONTRACTOR SHALL DE-WATER SITE AS NECESSARY TO INSTALL IMPROVEMENTS.HYDRANT 100' RADIUSNEW APARTMENTBUILDINGFF: 4789.71'STA. 2+18.384" 90° VERT. BEND8.46' VERT. 4" RISER4" OS&Y VALVESEE COB STD. DWG. #02660-13MIN. 2.0' CLEAR EXT. WALLMIN 1.0' CLEAR INT. WALLSTA. 1+00.00INSTALL 8"X4" TAPPING TEEAND 4" GATE VALVE W/THRUST BLOCK2" DOMESTIC SVC.(SEE SHEET C3.1)LEVEL-111.5' X 8.1'FIRE RISER ROOMFF=4789.71'FDCN. 7TH AVE.R24-008 C6.X FIRE LINESDESIGNED BY:QUALITY CHECK:JOB NO.FIELDBOOKDRAWN BY:DATE:REV DATE REVISION
PRINTED 2026-08-03 , BY CODY CROSKEY, I:\2024\BOZ\B24-008 7TH AND ASPEN MIXED USE\06_CADD\CIVIL\RECORD DRAWINGS\R24-008 C6.X FIRE LINES.DWG
7TH & ASPEN MIXED-USE - PHASE 1 & 2
BOZEMAN, MT
FIRE SERVICE LINE PLAN - PHASE 1
BASBASCJCB24-008 SHEETC6.1.DWG5.28.2025SP MOD REVIEW5 6.23.2025 SP MOD
6 5.15.2026 SP MOD 2
Engineering
234 E. BABCOCK ST., SUITE 3 • BOZEMAN, MONTANA 59715
406.586.0277 • tdhengineering.comPLAN VIEWPROFILE VIEWSTA. 1+91.214" 45° ELBOWN=122718.71E=380231.57STA. 2+01.904" 45° ELBOWN=122726.38E=380239.13ANLE FNESSIOLN
GI TONMANEER AOPRICENSEDCODY J.CROSKEYNO.38999PERECORD DRAWINGSAPPROVEDNAMETITLEDATEMONTANAWASHINGTONIDAHOTHOMAS, DEAN & HOSKINS, INC.ENGINEERING CONSULTANTSGREAT FALLS-BOZEMAN-KALISPELLLEWISTONSPOKANEPROJECT ENGINEER8/3/2026COMPACTED ROAD-MIX PER MDT PERMIT
WW W W1+002+00477547804785479047754780478547900+941+002+003+00STA: 1+00;8"X4" TAPPING TEEW/ GATE VALVE &THRUST BLOCKFL: 4783.24' (4")(FIELD VERIFY)EX. GASEX. ELEC.EXISTING GROUND4" OS&Y VALVEFINISH GRADEFF: 4791.62'4" VERTICAL FIRE RISER PIPE;CLASS 51 DUCTILE IRONW/ REDI-ROD RESTRAINTBOTTOM OF VALVE18" ABOVE FFSTA: 2+74.82;
4" 90° VERT. BEND
W/ THRUST BLOCK
FL: 4783.79'STA: 1+86.43;4" 45° HORIZ. BENDDEFLECT 0.65° VERT.FL: 4782.67'FIRE SERVICE LINESTA: 1+00.00 - 2+74.82; INSTALL 184 L.FOF 4" CLASS 51 DUCTILE IRON PIPE(LENGTH INCLUDES RISER)50'5'4790.24790.5
4790.0
4790.5
MIN. 1.0' CLEARANCEFROM INTERIOR WALLEX. 8-IN WATER MAINMAINTAIN 6.5'MIN. COVERSTA: 1+73.67DEFLECT PIPE 1° VERT.FL: 4782.67FLOWABLE BACKFILLTYPE A BACKFILLSTA: 2+04.47;4" 45° HORIZ. BENDDEFLECT 0.50° VERTFL: 4782.87'STA: 2+50.00DEFLECT PIPE 1.15° VERT.FL: 4783.79'STA: 1+00.28ELEV= 4783.24
015'30'45'S C A L EHYDRANT 100' RADIUSNEW APARTMENTBUILDINGFF: 4791.62'STA. 2+74.824" 90° VERT. BEND9.20' VERT. 4" RISER4" OS&Y VALVESEE COB STD. DWG. #02660-13MIN. 2.0' CLEAR EXT. WALLMIN 1.0' CLEAR INT. WALLSTA. 1+00.00INSTALL 8"X4" TAPPING TEEAND 4" GATE VALVE W/THRUST BLOCK2" DOMESTIC SVC.(SEE SHEET C3.1)LEVEL-111.5' X 8.1'FIRE RISER ROOMFF=4791.62'FDCN. 7TH AVE.R24-008 C6.X FIRE LINESDESIGNED BY:QUALITY CHECK:JOB NO.FIELDBOOKDRAWN BY:DATE:REV DATE REVISION
PRINTED 2026-08-03 , BY CODY CROSKEY, I:\2024\BOZ\B24-008 7TH AND ASPEN MIXED USE\06_CADD\CIVIL\RECORD DRAWINGS\R24-008 C6.X FIRE LINES.DWG
7TH & ASPEN MIXED-USE - PHASE 1 & 2
BOZEMAN, MT
FIRE SERVICE LINE PLAN - PHASE 2
BASBASCJCB24-008 SHEETC6.2.DWG5.28.2025 SP MOD REVIEW5 6.23.2025 SP MOD
6 5.15.2026 SP MOD 2
Engineering
234 E. BABCOCK ST., SUITE 3 • BOZEMAN, MONTANA 59715
406.586.0277 • tdhengineering.com1.ALL WATER/FIRE SERVICES TO MAINTAIN A MINIMUM OF 6.5' OF COVER TO TOP OF PIPE UNLESSINSULATION IS PROVIDED AND APPROVED BY THE ENGINEER. FOR EVERY 1' OF COVER UNDER 6.5',2" OF INSULATION SHALL BE REQUIRED.2.4", 6" AND 8" LINES SHALL BE CLASS 51 DUCTILE IRON PIPE.3.MAIN LINE AND WATER SERVICE VALVES SHALL BE A MECHANICAL JOINT x MECHANICAL JOINT(MJxMJ) FITTING. VALVES TO BE MUELLER A2360 RESILIENT WEDGE GATE VALVE UNLESS OTHERWISENOTED ON PLANS.4.MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL SEPARATION BETWEEN OUTSIDE OF SEWER/STORMDRAINS AND WATER LINES.5.MAINTAIN A MINIMUM OF 18" VERTICAL SEPARATION BETWEEN OUTSIDE OF SEWER/STORM DRAIN ANDWATER LINE CROSSINGS.6.ANY EXISTING OR NEW VALVES WHICH CONTROL THE COB'S WATER SUPPLY SHALL BE OPERATED BYCOB PERSONNEL ONLY.7.THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 24-HOURS PRIOR TOBEGINNING ANY WORK.8.WHEN TAPPING TEES ARE USED FOR THE FIRE SERVICE LINE CONNECTION TO THE MAIN, THECONTRACTOR SHALL INSTALL THE TAPPING TEE AND VALVE AND THE COB SHALL MAKE THE ACTUALTAP TO THE MAIN AT THE OWNER'S EXPENSE.9.THE CONTRACTOR SHALL INSTALL MEGA LUG RESTRAINTS OR CONCRETE THRUST BLOCKS AT ALLWATER LINE FITTINGS, VALVES, AND FIRE HYDRANTS. CONCRETE THRUST BLOCKS ARE REQUIREDWHERE SHOWN ON PLANS.10.FIRE LINE SYSTEM SHALL BE CLASS 1.11.PER NFPA 24, THE CONTRACTOR SHALL OBTAIN A MINIMUM FLOW RATE OF 390 GPM (10 FT/SEC.)FOR FLUSHING OF OF A 4" FIRE LINE. A MINIMUM ORIFICE SIZE OF 2.5 INCHES SHALL BE USED,OR LARGER AS NEEDED TO MEET THE MINIMUM FLOW RATE REQUIREMENT UNDER THE CURRENTWATER SYSTEM PARAMETERS.FIRE SERVICE NOTESGENERAL NOTES1. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES IN WRITING AND SHALL BE RESPONSIBLEFOR SECURING THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE BEGINNING EXCAVATION. ALLUTILITIES MAY NOT BE SHOWN IN THESE PLANS.2. ALL POWER, TELEPHONE AND OTHER UTILITY POLES OR GUY WIRES WHICH INTERFERE WITH THECONSTRUCTION SHALL BE REMOVED OR RELOCATED BY THE UTILITY COMPANY.3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY PERMITS, INCLUDING ANY REQUIREDFEES.4. ALL STREET & TRAFFIC SIGNS THAT INTERFERE WITH CONSTRUCTION SHALL BE REMOVED & RESETBY CONTRACTOR.5. CONTRACTOR SHALL REMOVE AND REPLACE OR DISPOSE OF ANY OBSTACLE (FENCES, CONCRETESLABS, ETC.) THAT INTERFERES WITH CONSTRUCTION UPON APPROVAL OF PROJECT ENGINEER.6. CONTRACTOR SHALL FIELD VERIFY LINE AND GRADE OF EXISTING UTILITY CONNECTIONS PRIOR TOORDERING MATERIAL.7. ALL CONSTRUCTION SHALL CONFORM TO MPWSS (LATEST EDITION), CITY OF BOZEMAN MODIFICATIONSTO MPWSS (LATEST EDITION), AND MDT STANDARDS.8. ANY DAMAGE TO EXISTING CURB, SIDEWALK, LANDSCAPING, OR ASPHALT WILL BE REPAIRED ORREPLACED IN KIND FOLLOWING MDT STANDARDS FOR WORK IN THE N. 7TH RIGHT-OF-WAY, UNLESSSPECIFICALLY MENTIONED OTHERWISE ON THE DRAWINGS.9. ALL STREET CUTS AND TRENCH WORK IN THE N. 7TH AVE. RIGHT-OF-WAY REQUIRES BACKFILLUSING EXCAVATABLE FLOWABLE FILL FROM THE PIPE BEDDING TO THE BOTTOM OF THE ASPHALTPAVEMENT10. CONTRACTOR SHALL DE-WATER SITE AS NECESSARY TO INSTALL IMPROVEMENTS.PLAN VIEWPROFILE VIEWSTA. 1+86.434" 45° ELBOWN=122714.21E=380226.52STA. 2+04.474" 45° ELBOWN=122701.46E=380239.29ANLE FNESSIOLN
GI TONMANEER AOPRICENSEDCODY J.CROSKEYNO.38999PERECORD DRAWINGSAPPROVEDNAMETITLEDATEMONTANAWASHINGTONIDAHOTHOMAS, DEAN & HOSKINS, INC.ENGINEERING CONSULTANTSGREAT FALLS-BOZEMAN-KALISPELLLEWISTONSPOKANEPROJECT ENGINEER8/3/2026COMPACTED ROAD-MIX PER MDT PERMIT
WW W W2+87 1+002+00477547804785479047754780478547900+941+002+003+003+104790.14790.5
4789.9
4790.550'5'STA: 1+00;8"X4" TAPPING TEEW/ THRUST BLOCKFL: 4783.24' (4")(FIELD VERIFY)MAINTAIN 6.5'MIN. COVERSTA: 1+73.67DEFLECT PIPE 1.5° VERT.FL: 4782.424" OS&Y VALVEMIN. 2.0' CLEARANCEFROM EXTERIOR WALL4" VERTICAL RISER PIPE;CLASS 51 DUCTILE IRONW/ REDI-ROD RESTRAINTBOTTOM OF VALVE18" ABOVE FFSTA: 2+76.48;
4" 90° VERT. BEND
W/ THRUST BLOCK
FL: 4783.79'STA: 1+87.39;4" 45° HORIZ. BENDFL: 4782.42'EX. 8-IN WATER MAINFLOWABLE BACKFILLTYPE A BACKFILLFF: 4791.62'EXISTING GROUNDFINISH GRADEEX. GASEX. ELEC.DOMESTIC WATER SERVICE LINESTA: 1+00.00 - 2+76.48; INSTALL 187 L.FOF 4" CLASS 51 DUCTILE IRON PIPE(LENGTH INCLUDES RISER)STA: 2+13.91;4" 45° HORIZ. BENDDEFLECT 1.4° VERT.FL: 4782.42'STA: 2+51.66DEFLECT PIPE 1.4° VERT.FL: 4783.79015'30'45'S C A L EHYDRANT 100' RADIUSNEW APARTMENTBUILDINGFF: 4791.62'STA. 2+76.484" 90° VERT. BEND10.37' VERT. 4" RISER4" OS&Y VALVESEE COB STD. DWG. #02660-14CMIN. 2.0' CLEAR EXT. WALLMIN 1.0' CLEAR INT. WALLSTA. 1+00.00INSTALL 8"X4" TAPPING TEEAND 4" GATE VALVE W/THRUST BLOCK4" FIRE SVC.SEE SHEET C6.2LEVEL-111.5' X 8.1'FIRE RISER ROOMFF=4791.62'FDCN. 7TH AVE.R24-008 C6.X FIRE LINESDESIGNED BY:QUALITY CHECK:JOB NO.FIELDBOOKDRAWN BY:DATE:REV DATE REVISION
PRINTED 2026-08-03 , BY CODY CROSKEY, I:\2024\BOZ\B24-008 7TH AND ASPEN MIXED USE\06_CADD\CIVIL\RECORD DRAWINGS\R24-008 C6.X FIRE LINES.DWG
7TH & ASPEN MIXED-USE - PHASE 1 & 2
BOZEMAN, MT
4-IN DOMESTIC WATER SERVICE LINE PLAN - PHASE 2
BASBASCJCB24-008 SHEETC6.3.DWG5.28.2025SP MOD REVIEW5 6.23.2025 SP MOD
6 5.15.2026 SP MOD 2
Engineering
234 E. BABCOCK ST., SUITE 3 • BOZEMAN, MONTANA 59715
406.586.0277 • tdhengineering.com1.ALL WATER/FIRE SERVICES TO MAINTAIN A MINIMUM OF 6.5' OF COVER TO TOP OF PIPE UNLESSINSULATION IS PROVIDED AND APPROVED BY THE ENGINEER. FOR EVERY 1' OF COVER UNDER 6.5',2" OF INSULATION SHALL BE REQUIRED.2.4", 6" AND 8" LINES SHALL BE CLASS 51 DUCTILE IRON PIPE AND SHALL BE ZINC-COATED ORREQUIRE V-BIO POLYETHYLENE WRAP PER COB STD. SPEC 02660-3.3.3.MAIN LINE AND WATER SERVICE VALVES SHALL BE A MECHANICAL JOINT x MECHANICAL JOINT(MJxMJ) FITTING. VALVES TO BE MUELLER A2360 RESILIENT WEDGE GATE VALVE UNLESS OTHERWISENOTED ON PLANS.4.MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL SEPARATION BETWEEN OUTSIDE OF SEWER/STORMDRAINS AND WATER LINES.5.MAINTAIN A MINIMUM OF 18" VERTICAL SEPARATION BETWEEN OUTSIDE OF SEWER/STORM DRAIN ANDWATER LINE CROSSINGS.6.ANY EXISTING OR NEW VALVES WHICH CONTROL THE COB'S WATER SUPPLY SHALL BE OPERATED BYCOB PERSONNEL ONLY.7.THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 24-HOURS PRIOR TOBEGINNING ANY WORK.8.WHEN TAPPING TEES ARE USED FOR THE DOMESTIC SERVICE LINE CONNECTION TO THE MAIN, THECONTRACTOR SHALL INSTALL THE TAPPING TEE AND THE COB SHALL MAKE THE ACTUAL TAP TO THEMAIN AT THE OWNER'S EXPENSE.9.THE CONTRACTOR SHALL INSTALL MEGA LUG RESTRAINTS OR CONCRETE THRUST BLOCKS AT ALLWATER LINE FITTINGS, VALVES, AND FIRE HYDRANTS. CONCRETE THRUST BLOCKS ARE REQUIREDWHERE SHOWN ON PLANS.10.FOR FLUSHING OF THE 4" DOMESTIC SERVICE LINE, CONTRACTOR SHALL OBTAIN A MINIMUMFLUSHING VELOCITY OF (2.5 FT/SEC).DOMESTIC SERVICE NOTESGENERAL NOTES1. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES IN WRITING AND SHALL BE RESPONSIBLEFOR SECURING THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE BEGINNING EXCAVATION. ALLUTILITIES MAY NOT BE SHOWN IN THESE PLANS.2. ALL POWER, TELEPHONE AND OTHER UTILITY POLES OR GUY WIRES WHICH INTERFERE WITH THECONSTRUCTION SHALL BE REMOVED OR RELOCATED BY THE UTILITY COMPANY.3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY PERMITS, INCLUDING ANY REQUIREDFEES.4. ALL STREET & TRAFFIC SIGNS THAT INTERFERE WITH CONSTRUCTION SHALL BE REMOVED & RESETBY CONTRACTOR.5. CONTRACTOR SHALL REMOVE AND REPLACE OR DISPOSE OF ANY OBSTACLE (FENCES, CONCRETESLABS, ETC.) THAT INTERFERES WITH CONSTRUCTION UPON APPROVAL OF PROJECT ENGINEER.6. CONTRACTOR SHALL FIELD VERIFY LINE AND GRADE OF EXISTING UTILITY CONNECTIONS PRIOR TOORDERING MATERIAL.7. ALL CONSTRUCTION SHALL CONFORM TO MPWSS (LATEST EDITION), CITY OF BOZEMAN MODIFICATIONSTO MPWSS (LATEST EDITION), AND MDT STANDARDS.8. ANY DAMAGE TO EXISTING CURB, SIDEWALK, LANDSCAPING, OR ASPHALT WILL BE REPAIRED ORREPLACED IN KIND FOLLOWING MDT STANDARDS FOR WORK IN THE N. 7TH RIGHT-OF-WAY, UNLESSSPECIFICALLY MENTIONED OTHERWISE ON THE DRAWINGS.9. ALL STREET CUTS AND TRENCH WORK IN THE N. 7TH AVE. RIGHT-OF-WAY REQUIRES BACKFILLUSING EXCAVATABLE FLOWABLE FILL FROM THE PIPE BEDDING TO THE BOTTOM OF THE ASPHALTPAVEMENT10. CONTRACTOR SHALL DE-WATER SITE AS NECESSARY TO INSTALL IMPROVEMENTS.PLAN VIEWPROFILE VIEWSTA. 1+87.394" 45° ELBOWN=122715.71E=380227.14STA. 2+13.914" 45° ELBOWN=122696.97E=380245.91ANLE FNESSIOLN
GI TONMANEER AOPRICENSEDCODY J.CROSKEYNO.38999PERECORD DRAWINGSAPPROVEDNAMETITLEDATEMONTANAWASHINGTONIDAHOTHOMAS, DEAN & HOSKINS, INC.ENGINEERING CONSULTANTSGREAT FALLS-BOZEMAN-KALISPELLLEWISTONSPOKANEPROJECT ENGINEER8/3/2026COMPACTED ROAD-MIX PER MDT PERMIT