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State of Montana Combined Labs
N:\4458\104 - VDL\ACAD\CIVIL\SHEETS\4458.104_GENERAL NOTES, LEGEND & ABBREVIATIONS.DWG PLOTTED BY:CHRIS MICHAEL ON Jun/27/2023©T h i s d o c u m e n t w a s p r e p a r e d by M o r r i s o n -M a i e r l e a n d m a y c o n t a i n conf i den tia l o r pr i vile ged in f orma tio n. Morrison-Maierle, Inc. retains all common law, statutory, and reserved rights including the copyright thereto. Unauthorized use of this docum ent o r c h ang e s are s tr i ctl y p r o h i b i t e d a n d m a y b e u n l a w f u l . PROJECT LOCATION PREPARED BY: PROJECT LOCATION INFRASTRUCTURE REVIEW SET APPROVED BY: PROJECT MANAGER NAME Project Manager engineers surveyors planners scientists MorrisonMaierle 2880 Technology Boulevard West, Bozeman, MT 59718 406.587.0721 www.m-m.net DRAWINGS FOR STATE OF MONTANA COMBINED LABS NEW AAL, VDL, AND MSU WOOL LABS 1969 W GARFIELD ST BOZEMAN, MT MAY 2023 LOCATION MAP NOT TO SCALE VICINITY MAP NOT TO SCALE SHEET INDEX SHT. No.TITLE COVER AND SHEET INDEX 201 202 203 204 205 206 207 DWG. No. 208 210 211 212 213 209 C0.1 C0.2 C0.3 C0.4 C1.1 C2.1 C4.1 C5.1 C5.3 C5.4 C6.1 C6.2 C5.2 General Notes & Abbreviations Existing Site Features Construction Plan Demo Plan Overall Site Plan Signing & Pavement Marking Plan Sewer Plan & Profile Water Plan & Profile Water Plan & Profile Fire Service Line Site Details Water, Sewer & Storm Details Water Plan & Profile 214 C3.8 Site Grading & Drainage LIBBY KALISPELL BROWNING POLSON CUT BANK SHELBY CONRAD HAVRE MALTA GREAT FALLS GLASGOW WOLF POINT PLENTYWOOD SIDNEY GLENDIVE MILES CITY FORSYTH HARDINBILLINGS ROUNDUP LEWISTOWN HARLOWTON LIVINGSTON WHITE SULPHUR SPRINGS BOZEMAN DILLON ANACONDA HELENA LINCOLN DEER LODGE MISSOULA HAMILTON QUALITY ASSURANCE PROJECT MANAGER OFFICE QUALITY ASSURANCE COORDINATOR PEER REVIEWER Q.A. APPROVAL DATE Q.A. PROJECT NUMBER engineers surveyors planners scientists MorrisonMaierle Kevin Jacobsen Jim Ullman Martin Gagnon 04\01\23 4458.104-088.000314 HUFFINE LN191 PROPOSED SITE W WW GRANT ST11THAVES WW KAGY BLVD W LINCOLN ST 19THAVESMAI N ST W W COLLEGE ST 03/24/23 Kevin Jacobsen ENTITY POWER & GAS PROJECT CONTACT LIST FIRM OR AGENCY ADDRESS CONTACT PHONE & EMAIL NORTHWESTERN ENERGY 121 EAST GRIFFIN BOZEMAN, MT 59715 DUSTIN WORKMAN (406) 582-4680 Dustin.Workman@northwestern.com TELEPHONE CENTURYLINK 2707 WEST MAIN STREET BOZEMAN, MT 59718 LANCE HOLJE (406) 585-2353 william.holje@centurylink.com BROADBAND CABLE CHARTER COMMUNICATIONS 511 WEST MENDENHALL STREET BOZEMAN, MT 59715 ANDY MOLENDA (406) 586-1837 amolenda@cablevision.com BROADBAND FIBER OPTIC MONTANA OPTICOM 144 QUAIL RUN ROAD BOZEMAN, MT 59718 TRENT FROST (406) 579-5224 tfrost@mt-opticom.com CITY ENGINEERING CITY OF BOZEMAN ENGINEERING DIVISION LANCE LEHIGH, PE (406)582-2284 llehigh@bozeman.com CITY PLANNING & ZONING CITY OF BOZEMAN PLANNING DEPARTMENT WATER & SANITARY SEWER ENGINEER OF CONTENT MORRISON-MAIERLE, INC. 2880 TECHNOLOGY BLVD W PO BOX 1113 BOZEMAN, MT 59771-1113 KEVIN JACOBSEN, PE (406) 587-0721 kjacobsen@m-m.net ENVIRONMENTAL MORRISON-MAIERLE, INC. 2880 TECHNOLOGY BLVD W PO BOX 1113 BOZEMAN, MT 59771-1113 CHRISTINE PEARCY (406) 587-0721 cpearcy@m-m.net PROJECT ARCHITECT LPW ARCHITECTURE 15 FIFTH STREET SOUTH GREAT FALLS, MT 59401 MAX GREBE (406) 604-4457 maxg@lpwarchitecture.com 20 EAST OLIVE STREET BOZEMAN, MT 59715 CITY OF BOZEMAN WATER & SEWER DIVISION JOHN ALSTON (SUPERINTENDENT) (406) 582-3203 jalston@bozeman.net 121 NORTH ROSE AVENUE BOZEMAN, MT 59715 20 EAST OLIVE STREET BOZEMAN, MT 59715 1 HY DEXISTING FIRE HYDRANT EXISTING WATER VALVE EXISTING SANITARY SEWER MANHOLE EXISTING STORM DRAIN FACILITIES EXISTING FIBER/TELEPHONE FACILITIES EXISTING ELECTRICAL FACILITIES EXISTING GAS FACILITIES EXISTING TRAFFIC SIGN EXISTING WELL EXISTING CMP CULVERT EXISTING RCP CULVERT ESD EXISTING STORM SEWER MAIN ES EXISTING SAN SEWER MAIN ESS EXISTING SAN SEWER SERVICE F EXISTING FIBER OPTIC EXISTING UNDERGROUND POWEREE EXISTING UNDERGROUND TELEPHONET C C EXISTING UNDERGROUND CABLE G G EXISTING GAS LINE EXISTING OVERHEAD POWER OHT OHT EXISTING OVERHEAD TELEPHONE P P EXISTING PETROLEUM LINE EW EXISTING WATER MAIN EWS EXISTING WATER SERVICE SD SD RD RD PROPOSED STORM DRAIN INLET PROPOSED STORM DRAIN MANHOLE PROPOSED STORM DRAIN PROPOSED ROOF DRAIN PROPOSED SAN SEWER CLEANOUTS PERF PERF PROPOSED PERFORATED DRAIN PIPE PROPOSED SITE WW KAGY BLVD W LINCOLN ST 19THAVESMAI N STW W COLLEGE ST WS WS UTIL UTIL PROPOSED GRAVITY SAN SEWER SERVICE PROPOSED DOMESTIC WATER SERVICE PROPOSED UTILITY CONDUIT SS SVC EXISTING BUILDING EXISTING BUILDING ROOF EXISTING CONCRETE EXISTING CURB FACE EXISTING CURB FLOWLINE EXISTING TOP BACK OF CURB EXISTING PARKING STRIPE EXISTING ASPHALT////// EXISTING GRAVEL EDGE EXISTING SIDEWALK PROPOSED BUILDING PROPOSED CONCRETE PROPOSED CURB FLOWLINE PROPOSED TOP BACK OF CURB PROPOSED PARKING STRIPE PROPOSED ASPHALT PROPOSED GRAVEL EDGE PROPOSED SIDEWALK GRAPHICAL SIDEWALK JOINT PROPOSED ASPHALT GRADE BREAK EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR 4302 4301.00 PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR 4302 4301.00 IRRIG IRRIG PROPOSED IRRIGATION SLEEVE PROPOSED PRESSURIZED SAN SEWER SERVICESS FM SS FM FIRE FIRE PROPOSED FIRE SERVICE 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.2026engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY P:\4458-LPW_ARCH\104 - VDL\ACAD\CIVIL\SHEETS\4458.104_GENERAL NOTES, LEGEND & ABBREVIATIONS.DWG PLOTTED BY:CELINE SAUCIER ON Jun/08/2026 REVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE 315 N. 25th Street, Suite 102 Billings, MT 59101 406.656.6000 www.m-m.net STATE OF MONTANA COMBINED LABS NEW AAL, VDL AND MSU WOOL LABS BOZEMAN MT GENERAL NOTES & ABBREVIATIONS 4458.104 201 C0.1 CM KDJ 1 CITY COMMENTS 6/27/2023CGM ADDENDUM 4 - VE & CITY CHANGES 9/01/23KDJ CGM 2 5/23/2023 1.CONSTRUCTION WORK ZONE TRAFFIC SIGNS SHALL BE FURNISHED, INSTALLED, AND MAINTAINED IN ACCORDANCE WITH APPLICABLE REQUIREMENTS OF MSU AND ALL COMMUNITY EMERGENCY SERVICES (FIRE, MEDICAL, ETC.). A TRAFFIC/PEDESTRIAN CONTROL PLAN, PREPARED BY THE CONTRACTOR, WILL BE REQUIRED BY MSU. "CONSTRUCTION AHEAD" WARNING SIGNS ARE TO TO BE INSTALLED ALONG ADJACENT ROADS OR DRIVEWAYS. FLASHERS WITH CAUTION TAPE ARE TO BE INSTALLED WHERE ANY CONSTRUCTION ACTIVITY CROSSES A SIDEWALK OR PEDESTRIAN PATH IN ACCORDANCE WITH THE SPECIFICATIONS AND ANY OR ALL MSU REGULATIONS. 2.AREAS ON THE SITE TO BE GRADED SHALL BE CLEARED AND GRUBBED OF ALL VEGETATION AND DEBRIS. THESE MATERIALS SHALL BE REMOVED FROM THE SITE BY THE CONTRACTOR. 3.SITE BORING INFORMATION IS PROVIDED IN THE "REPORT OF GEOTECHNICAL INVESTIGATION". 4.THE GROUND SURFACE EXPOSED BY STRIPPING SHALL BE SCARIFIED TO A MINIMUM DEPTH OF EIGHT INCHES (8"), MOISTURE CONDITIONED TO THE PROPER MOISTURE CONTENT FOR COMPACTION, AND COMPACTED AS REQUIRED FOR COMPACTED FILL. RECOMPACTION SHALL BE APPROVED BY THE ENGINEER PRIOR TO PLACING FILL. 5.NO STOPPING, PARKING, OR STORING OF CONSTRUCTION MATERIALS IN THE PUBLIC STREETS /ROADS, RIGHTS-OF-WAY, NON-DESIGNATED PARKING LOT OR ANY DRIVEWAY IS ALLOWED. 6.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. 7.ASPHALT AND CONCRETE SHALL BE SAW CUT OR NEAT CUT AS APPROVED BY THE ENGINEER. 8.THE CONTRACTOR SHALL UTILIZE COMPACTION EQUIPMENT SUITABLE FOR THE SOIL TYPES AND SURFACE MATERIALS ENCOUNTERED ON THE PROJECT. 9.SUBGRADE, SUB-BASE, BASE, AND SURFACE COURSE COMPACTION SHALL CONFORM TO ALL APPLICABLE SPECIFICATIONS NOTED IN THE MPWSS; CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS; AND/OR THE "REPORT OF GEOTECHNICAL INVESTIGATION". 10.CONCRETE SHALL BE CLASS M-4000 UNLESS OTHERWISE SPECIFIED. 11.CONTRACTION JOINTS SHALL BE CONSTRUCTED BY SAWING OR SCORING. WHEN SCORING, A TOOL SHALL BE USED THAT WILL LEAVE CORNERS ROUNDED AND TO DESTROY AGGREGATE INTERLOCK FOR SPECIFIED MINIMUM DEPTH. 12.GRADE ELEVATIONS INDICATED BY "XX.XX" ON PLANS ARE +4900' TO PROJECT DATUM. 13.SIDE SLOPES FROM DRIVE AND PARKING AREAS SHALL BE 4:1 MAX UNLESS OTHERWISE SPECIFIED. 14.CONTRACTOR IS RESPONSIBLE FOR VERIFYING THAT THERE IS A CONSTRUCTION PERMIT APPROVED BY THE MONTANA DEPARTMENT OF ENVIRONMENTAL QUALITY (MDEQ) OR LOCAL GOVERNING AGENCY AS APPROPRIATE FOR THE CONTROL OF STORM WATER RUNOFF. IF THERE IS NOT AN APPROVED PERMIT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE NECESSARY APPROVALS FROM MDEQ OR THE LOCAL GOVERNING AGENCY. 15.CONTRACTOR IS RESPONSIBLE FOR PROJECT DUST CONTROL. 16.PEDESTRIAN ACCESSIBLE ROUTES SHALL HAVE A MAXIMUM RUNNING SLOPE OF 5%.GENERAL UTILITY NOTES: 1.THE LOCATION, DEPTH, AND SIZE OF EXISTING UTILITIES SHOWN ON THESE PLANS IS APPROXIMATE. THE CONTRACTOR SHALL FIELD VERIFY THE EXISTENCE, LOCATION, DEPTH, SIZE, LINE, AND GRADE OF EXISTING UTILITY CONNECTIONS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO THE EXISTING FACILITIES DUE TO FAILURE TO LOCATE OR PROVIDE PROPER PROTECTION WHEN LOCATION IS KNOWN. 2.LOCATION OF SITE UTILITIES SHALL BE VERIFIED BY GENERAL CONTRACTOR AND THE UTILITY COMPANY PROVIDING SERVICE. ANY PROPOSED ADJUSTMENTS TO DRY UTILITY LOCATION SHALL BE COORDINATED WITH UTILITY COMPANIES AND DESIGN TEAM. 3.PRIOR TO SUBMITTING PIPING DRAWINGS FOR ANY NEW PIPE THAT IS TO CONNECT TO AN EXISTING PIPE OR STRUCTURE, THE CONTRACTOR SHALL EXPOSE THE EXISTING PIPE OR STRUCTURE TO VERIFY ITS EXACT LOCATION, SIZE, MATERIALS, INVERT ELEVATIONS, AND GRADE. 4.THE CONTRACTOR SHALL NOTIFY THE MONTANA ONE CALL CENTER @ 811 OR (800) 551-8344 FOR ON-SITE UTILITY LOCATION. ALL KNOWN EXISTING UTILITIES SHALL BE MARKED BEFORE DIGGING. 5.INSULATION OF BURIED WATER PIPING WILL BE REQUIRED AND SHALL BE INCIDENTAL TO THE WATER PIPING INSTALLATION. 6.GENERAL CONTRACTOR SHALL HAVE APPROVAL OF ALL GOVERNING AGENCIES HAVING JURISDICTION OVER ANY UTILITY SYSTEM PRIOR TO INSTALLATION. 7.ALL WATER VALVES OWNED AND OPERATED BY CITY OF BOZEMAN SHALL BE OPERATED BY CITY OF BOZEMAN PERSONNEL ONLY. 8.SEWER AND WATER CONNECTIONS SHALL BE PERFORMED BY A LICENSED PLUMBER. 9.GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR ALL TAP AND TIE-IN FEES REQUIRED, AS WELL AS THE COST OF UNDERGROUND SERVICE CONNECTIONS TO THE BUILDING. 10.ALL GRAVITY SANITARY SEWER MAIN PIPING SHALL BE SDR 35 PVC IN ACCORDANCE WITH ASTM D 3034, UNLESS OTHERWISE NOTED. ALL SANITARY SEWER SERVICE PIPING SHALL BE SDR 26 PVC. 11.FIRE SERVICE PIPE MATERIAL SHALL BE CLASS 51 DUCTILE IRON MEETING AWWA C900. 12.DOMESTIC WATER SERVICE PIPE MATERIAL SHALL BE DR 14, CLASS 200 PVC MEETING AWWA C900. 13.DIMENSIONS SHOWN ARE TO CENTERLINE OF PIPE OR FITTING. 14.THE PIPE GRADES SHOWN ARE CALCULATED FROM ACTUAL DISTANCES, EDGE-OF-MANHOLE TO EDGE-OF-MANHOLE FOR BOTH SANITARY SEWER AND STORM DRAIN AS APPLICABLE. THE DISPLAYED PIPE LINEAL FEET REFLECTS THE DISTANCE FROM CENTER-OF-MANHOLE TO CENTER-OF-MANHOLE ON ALL GRAVITY PIPING. 15.LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION POINTS. 16.SIZE OF FITTINGS SHOWN ON DRAWINGS SHALL CORRESPOND TO ADJACENT STRAIGHT RUN OF PIPE, UNLESS OTHERWISE INDICATED. TYPE OF JOINT AND FITTING MATERIAL SHALL BE THE SAME AS SHOWN FOR ADJACENT STRAIGHT RUN OF PIPE. 17.THRUST BLOCKS ARE NOT GENERALLY SHOWN ON THE DRAWINGS. ALL FITTINGS, INCLUDING BENDS EQUAL TO OR GREATER THAN TWENTY-TWO AND ONE-HALF DEGREES (22.5°), TEES, AND PLUGS, SHALL BE THRUST BLOCKED IN CONFORMANCE WITH MPWSS, OR MUST HAVE MECHANICALLY RESTRAINED JOINTS WHERE INDICATED ON THE PLANS. 18.ALL VALVES SHALL BE INSTALLED WITH THRUST BLOCKING AND VALVE BOXES IN ACCORDANCE WITH MPWSS. 19.VALVE BOXES ARE REQUIRED FOR ALL VALVES IN A BURIED SERVICE. 22.REFER TO BUILDING PLAN FOR LOCATION OF SEWER, DOMESTIC, FIRE, ROOF DRAIN (AS APPLICABLE), AND IRRIGATION CONNECTIONS. 23.GENERAL CONTRACTOR SHALL TRENCH FOR DRY UTILITIES (NATURAL GAS, POWER, CABLE, PHONE, ETC.). DRY UTILITIES ARE TO BE INSTALLED AS NOTED IN AGREEMENT(S) WITH THE UTILITY COMPANY OR COMPANIES. 24.THE CONTRACTOR SHALL ADJUST ALL NEW AND EXISTING 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 ANY SUBCONTRACTOR SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. THIS WORK SHALL BE INCIDENTAL TO THE PROJECT. SEPARATE PAYMENT WILL NOT BE MADE. 25.IF MECHANICAL JOINTS ARE USED IN LIEU OF THRUST BLOCKING, THE SYSTEM MUST BE TESTED TO 200 PSI. ABDN ABANDON AC ASPHALTIC CONCRETE, ALUMINUM CAP ADA AMERICANS WITH DISABILITIES ACT ADDL ADDITIONAL ADJ ADJACENT, ADJUST AFF ABOVE FINISHED FLOOR ALT ALTERNATE APPROX APPROXIMATE ARCH ARCHITECTURE, ARCHITECTURAL ARCP ARCHED REINFORCED CONCRETE PIPE ASPH ASPHALT AVG AVERAGE BC BUILDING CORNER BFF BELOW FINISHED FLOOR BH BOREHOLE BLDG BUILDING BLK BLOCK BM BENCHMARK BRG BEARING BW BOTTOM OF WALL CHK CHECK CI CAST IRON CIPC CAST IN-PLACE CONCRETE CIRC CIRCULAR CL CENTERLINE CMP CORRUGATED METAL PIPE CMU CONCRETE MASONRY UNITS CO CLEANOUT COMB COMBINATION CONC CONCRETE CONN CONNECT, CONNECTION COORD COORDINATE CP CONTROL POINT CPP CORRUGATED PLASTIC PIPE CSP CORRUGATED STEEL PIPE CTR CENTER CU CUBIC CU FT, CF CUBIC FEET CU IN CUBIC INCH CULV CULVERT CU YD CUBIC YARD D & L D&L FOUNDRY AND SUPPLY DBL DOUBLE DI DUCTILE IRON, DRAIN INLET DIA, Ø DIAMETER DIM DIMENSION DIR DIRECTION DTL DETAIL DWG DRAWING E EAST EA EACH, EDGE OF ASPHALT EC EDGE OF CONCRETE EG EDGE OF GRAVEL, EXISTING GROUND EJIW EAST JORDAN IRON WORKS EL, ELEV ELEVATION ELEC ELECTRIC, ELECTRICAL ENGR ENGINEER EP EDGE OF PAVEMENT EXC EXCAVATE EX EXISTING EXT EXTERIOR FD FLOOR DRAIN FDN FOUNDATION FES FLARED END SECTION FET FLARED END TERMINAL FF FINISHED FLOOR FG FINISHED GRADE FHYD FIRE HYDRANT FL FLOWLINE FLR FLOOR FT FOOT, FEET FTG FOOTING GA GAGE, GAUGE GAL GALLON GB GRADE BREAK GFA GROSS FLOOR AREA GND GROUND GSP GALVANIZED STEEL PIPE GVL GRAVEL HC HANDICAP HDPE HIGH DENSITY POLYETHYLENE HORIZ HORIZONTAL HP HIGH POINT HT HEIGHT HWY HIGHWAY HYD HYDRANT ID INSIDE DIAMETER IE INVERT ELEVATION IN INCH INSUL INSULATE INT INTERIOR INV INVERT LAT LATITUDE LF LINEAR FEET LONG LONGITUDE, LONGITUDINAL LT LEFT LVL LEVEL MATL MATERIAL MAX MAXIMUM MDT MONTANA DEPARTMENT OF TRANSPORTATION MECH MECHANICAL MFD MANUFACTURED MFR MANUFACTURER MH MANHOLE MIN MINIMUM MISC MISCELLANEOUS N NORTH NE NORTHEAST NIC NOT IN CONTRACT NOM NOMINAL NTS NOT TO SCALE NW NORTHWEST OC ON CENTER OD OUTSIDE DIAMETER OHP OVERHEAD POWER PC POINT OF CURVE PI POINT OF INTERSECTION PL PROPERTY LINE PRELIM PRELIMINARY PROP PROPERTY PT POINT, POINT OF TANGENCY PVC POLYVINYL CHLORIDE PVMT PAVEMENT RACET ROAD APPROACH CULVERT END TERMINAL R, RAD RADIUS RC REINFORCED CONCRETE RCP REINFORCED CONCRETE PIPE RD ROAD, ROOF DRAIN REF REFERENCE REQD REQUIRED RT RIGHT R/W RIGHT-OF-WAY S SOUTH SAN SANITARY SCH SCHEDULE SD STORM DRAIN SE SOUTHEAST SEC SECTION SPEC SPECIFICATION SQ SQUARE SQ FT, SF SQUARE FOOT SQ IN SQUARE INCH STA STATION SS SANITARY SEWER STD STANDARD SVC SERVICE SW SIDEWALK, SOUTHWEST TB THRUST BLOCK TBC TOP BACK OF CURB TEMP TEMPORARY, TEMPERATURE TOC TOP OF CONCRETE TRANS TRANSITION TW TOP OF WALL TYP TYPICAL UG UNDERGROUND UTIL UTILITY VERT VERTICAL VOL VOLUME VPD VEHICLES PER DAY W WEST W/WITH W/O WITHOUT WL WATERLINE TR WATER WSEL WATER SURFACE ELEVATION WV WATER VALVE XFMR TRANSFORMER YD YARD NOTE: FOR ABBREVIATIONS NOT LISTED, CONTACT THE ENGINEER. ABBREVIATIONS CONSTRUCTION TRAFFIC ROUTE MAP SITE CIVIL MATERIALS TESTING AND SPECIAL INSPECTIONS TASK OR TEST DESCRIPTION DESCRIPTION 1. WATER DISTRIBUTION - MPWSS 02221, 02660, City of Bozeman Water Main and Fire Line Inspection & Trench Backfill Compaction Testing Inspection of water main and testing of backfill Backfill Verification of Soils Inspection of soil used for backfill, soil proctors for differing materials Water Main Testing Pressure testing, flushing, and BAC-T Testing Documentation, reporting, certification Documentation, reporting, record drawings, certification to team, City, and MDEQ 2. STORM DRAINAGE - MPWSS 02221, 02720 Storm Drain Inpsection & Trench Backfill Compaction Testing Inspection of storm drain and testing of backfill Backfill Verification of Soils Inspection of soil used for backfill, soil proctors for differing materials Documentation, reporting Documentation, record drawings, reporting to team 3. SANITARY SEWERAGE - MPWSS 02221, 02730, City of Bozeman Sanitary Sewer Inspection & Trench Backfill Compaction Testing Inspection of sewer main and testing of backfill Backfill Verification of Soils Inspection of soil used for backfill, soil proctors for differing materials Sanitary Sewer Testing Leak testing of mains and manholes TV Inspection Coordinate and review TV inspection Documentation, reporting, certification Documentation, reporting, record drawings, certification to team, City, and MDEQ 4. BURIED DRY UTILITY SERVICES - MPWSS 02221 Trench Backfill Compaction Testing Testing of backfill Backfill Verification of Soils Inspection of soil used for backfill, soil proctors for differing materials Documentation, reporting, certification Documentation, reporting, certification to team 5. STREET/SITE EXCAVATION AND BACKFILL MATERIAL - MPWSS 02230, 02234, 02235 Subgrade Material Compaction Testing Testing of subgrade (cut / fill) Subgrade Verification of Soils Inspection of soil used for subgrade, soil proctors for differing materials Documentation, reporting, certification Documentation, reporting, certification to team 6. HOT MIX ASPHALT PAVING - MPWSS 02230, 02510 Compaction Testing Base Soils Testing of base materials Compaction Testing Asphalt Paving Testing of asphalt (nuclear densometer on scatter) Core Drilling Samples Core thickness / specific gravity Asphalt Pavement Testing Marshall testing Documentation, reporting, certification Documentation, reporting, certification to team 7. CEMENT CONCRETE PAVEMENT/CURB/SITE CONCRETE - MPWSS 02515 Compaction Testing Base Soils Testing of base materials Concrete Testing Smapling, slump, air content, compressive strength, curing, testing Documentation, reporting, certification Documentation, reporting, certification to team Xref N:\4458\104 - VDL\ACAD\XREF-KDJ_Stamp.dwg GENERAL NOTES: 1.STANDARD SYMBOLS AND LINE TYPES ARE SHOWN IN THE LEGEND. SOME SYMBOLS OR LINE TYPES SHOWN MAY NOT BE SHOWN ON THE PLANS. 2.IN GENERAL, EXISTING STRUCTURES AND FACILITIES ARE NOTED AS "EXISTING" AND ARE SHOWN IN LIGHT LINE WEIGHTS OR AS SCREENED BACKGROUND. NEW STRUCTURES OR FACILITIES ARE SHOWN IN HEAVY LINE WEIGHTS. CONSTRUCTION NOTES: 1.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, SIXTH EDITION DATED APRIL 2010 (MPWSS), CITY OF BOZEMAN MODIFICATIONS TO MPWSS, AND THE PROJECT SPECIFICATIONS. 2.CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE DIVISION OF INDUSTRIAL REGULATIONS (OSHA) SAFETY STANDARDS. IF REQUESTED BY THE INSPECTOR, THE CONTRACTOR SHALL PROVIDE PROOF OF A PERMIT FROM SAID DIVISION. 3.THE CONTRACTOR'S OPERATIONS SHALL BE CONFINED WITHIN THE PROJECT LIMITS. MATERIALS AND EQUIPMENT SHALL BE STORED ON THE PROJECT SITE WHERE APPROVED BY THE OWNER. IT SHALL BE UNDERSTOOD THAT THE RESPONSIBILITY FOR PROTECTION AND SAFEKEEPING OF EQUIPMENT AND MATERIALS ON OR NEAR THE SITE WILL BE ENTIRELY THAT OF THE CONTRACTOR AND THAT NO CLAIM SHALL BE MADE AGAINST THE OWNER BY REASON OF ANY ACT OF AN EMPLOYEE OR TRESPASSER. 4.CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION. ANY DISCREPANCIES FOUND ARE TO BE BROUGHT TO THE ARCHITECT'S OR ENGINEER'S ATTENTION PRIOR TO COMMENCEMENT OR CONTINUATION OF CONSTRUCTION ACTIVITIES. 5.REFERENCE ALL SURVEY MONUMENTS, SECTION CORNERS, 1/4 CORNERS, AND PROPERTY CORNERS PRIOR TO BEING DISTURBED BY CONSTRUCTION. ANY MONUMENTS AND CORNERS DISTURBED DURING CONSTRUCTION SHALL BE REPLACED BY A PROFESSIONAL LAND SURVEYOR (PLS) REGISTERED IN THE STATE OF MONTANA. 6.A PRE-CONSTRUCTION MEETING (AS REQUIRED) SHALL BE HELD WITH THE GENERAL CONTRACTOR, SITE SUBCONTRACTOR, CITY OF BOZEMAN, OWNER, AND MORRISON-MAIERLE, INC. PRIOR TO THE START OF CONSTRUCTION. 7.THE CONTRACTOR SHALL NOTIFY THE ARCHITECT, ENGINEER, MSU AND THE CITY, COUNTY, AND/OR STATE INSPECTOR PRIOR TO COMMENCING CONSTRUCTION AND IN ADVANCE OF SPECIFIC INSPECTION NEEDS DURING THE COURSE OF THE WORK. ALL WORK SHALL BE PERFORMED DURING NORMAL WORKING HOURS AND SUBJECT TO THE AVAILABILITY OF AN INSPECTOR AND APPROVED BY THE ENGINEER. THE CONTRACTOR WILL BE BILLED FOR SAID INSPECTION SERVICES AS PROVIDED IN THE MOST RECENTLY ADOPTED FEES FOR SUCH SERVICES. 8.THE CONTRACTOR SHALL PERFORM ALL CONSTRUCTION ACTIVITIES IN A MANNER TO MINIMIZE INCONVENIENCE TO THE ADJACENT ACTIVITIES AND OPERATIONS. 9.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL PUBLIC AND PRIVATE PROPERTY INSOFAR AS IT MAY BE AFFECTED BY THESE OPERATIONS, ALL COSTS FOR PROTECTING, REMOVING, AND RESTORING EXISTING IMPROVEMENTS SHALL BE BORNE SOLELY BY THE CONTRACTOR. 10.THE CONTRACTOR SHALL AT ALL TIMES TAKE WHATEVER MEASURES ARE NECESSARY TO ASSURE THE PROPER CONTAINMENT AND DISPOSAL OF POLLUTANTS ON THE SITE IN ACCORDANCE WITH ANY AND ALL APPLICABLE LOCAL, STATE, AND FEDERAL REGULATIONS. CONTRACTOR REQUIRED TO OBTAIN SWPPP. 11.THE CONTRACTOR SHALL IMMEDIATELY CLEAN UP ANY CONSTRUCTION MATERIALS INADVERTENTLY DEPOSITED ON EXISTING STREETS, SIDEWALKS, OR OTHER PUBLIC RIGHTS-OF-WAY AND MAKE SURE STREETS AND WALKWAYS ARE CLEANED AT THE END OF EACH WORKING DAY. 1 5 MARSH LABRATORY EXISTING BUILDING RESEARCH LAB EXISTING BUILDING EXISTING BUILDING S. 19th AVENUELINCOLN AVENUESurveyors Note All utility rim elevations are accurate.Vertical Datum is NAVD88 International Foot. Projection is Montana State Plane Grid. Distances are ground distances International Foot. WEIR CONCRETE SLAB NOTE: BUILDINGS ARE ONLY CONCEPTUAL, THEY ARE DRAWN IN BY AERIAL PHOTOGRAPHY. 32.5' STREET AND UTILITY EASEMENT TO THE CITY; FM 124 PAGE 3641 N88°26'13"W 596.53' 15.01'596.23'596.84'CERTIFICATE OF SURVEY 1245A TRACT B-1 SEWER MAIN EASEMENT DOC: 2549653 30.00 15.00 15.00 65.00 32.50 CERTIFICATE OF SURVEY 1243A TRACT D ADVANCED TECHNOLOGY PARK SUBDIVISION PLAT J-136, PHASE II CERTIFICATE OF SURVEY 1243A TRACT D CERTIFICATE OF SURVEY 2727 TRACT 1 32.50 N12°08'34" W 2 1 0 . 7 8 ' S1°44'35"W 2587.06' SAN MH RIM=4890.85 INV CENTER=4881.36 INV NE=4881.32 INV SW=4881.34 INV S =4881.76 SAN MH RIM=4889.52 INV CENTER=4884.51 INV NE=4884.50 SAN MH RIM=4881.24 INV E=? INV SW=? INV W =? SAN MH RIM=4894.05 INV CENTER=4888.00 INV NE=4887.94 INV S=4888.04 SAN MH RIM=4894.65 INV CENTER=4888.69 INV NE=4888.54 INV SW=4888.76 SAN MH RIM=4898.13 WEST GARFIELD STREET4892 489 3 4 8 9 4 48 9 5 4 8 9 64897 48984899490048 9 1 4 8 9 0 489448934892489148904889488848874886488548844883488248814 8 8 0 487 9 4 8 7 8 4877 HIGHWAY EASEMENT DOC: 2309923 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.2026engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY P:\4458-LPW_ARCH\104 - VDL\ACAD\CIVIL\SHEETS\4458.104_EXISTING SITE FEATURES & TOPOGRAPHY.DWG PLOTTED BY:CELINE SAUCIER ON Jun/08/2026 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 STATE OF MONTANA COMBINED LABS NEW AAL, VDL AND MSU WOOL LABS BOZEMAN MT EXISTING SITE FEATURESC0.2-INFRASTRUCTURE REVIEW 4458.104 202 C0.2 CM KDJ KDJ 5/23/2023 Xref N:\4458\104 - VDL\ACAD\XREF-KDJ_Stamp.dwg EXISTING GREEN GATE TO BE REMOVED AND REPURPOSED TO THE SOUTH AS SHOWN ON SHEET C0.3 PORTION EXISTING FENCE TO BE MOVED AS SHOWN ON SHEET C0.3 50 10025500 SCALE IN FEET OOOOOO60000.00RA, R160010.00C, 2560020.00R, 2460030.001, ZX X X X X X X X X X X X X X X X X X WWWWWWWWWWWWWWWWWWSSSSSS SSSSSSSSSSSSSSSSSS S S SSSSSSSSS OHPOHPOHP OHP OHP OHP OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPNG NG NG NG NG NGNGNGNGNGNGNG NGNGNGNGNGNGNGNGNGNGNGNG NGNGNGNGNGNGNGNGNGNGNG NG NG NGNG NG NGBTV BTV BTV BTV BTV BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BPBP BP BP BP BP BP BP BP BP BP BPBPBPBPBPBP BP BP BP BP BP BPBPBPBFBFBFBFBFBFBFBFBFBFBFBF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BFBFBFBFBF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BFBFBFBFBFBF BFBFBFBFBFBFBFBFBFBFBFBFBFBF BF BF BFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBF BF BF BFBFBFBFBFBFBFBFBFBF BF BFBFBFBFBFBFBFBFBFSSSSSSSSSSSSSSSSSEEEEEEEEEGGCOCOTVTVTVFFFFFFOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXWWWWWWWWWSCOSSSSSSSSSSSSGRAPHICAL X X X X X X XXXXXXXXXXXXXXXX WWW WWWWWWX X X X X X X X X X X X X X X X X X WWWWWWWWWWWWWWWWWWSSSSSS SSSSSSSSSSSSSSSSSS S S SSSSSSSSS OHPOHPOHP OHP OHP OHP OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPNG NG NG NG NG NGNGNGNGNGNGNG NGNGNGNGNGNGNGNGNGNGNGNG NGNGNGNGNGNGNGNGNGNGNG NG NG NGNG NG NGBTV BTV BTV BTV BTV BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BPBP BP BP BP BP BP BP BP BP BP BPBPBPBPBPBP BP BP BP BP BP BPBPBPBFBFBFBFBFBFBFBFBFBFBFBF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BFBFBFBFBF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BFBFBFBFBFBF BFBFBFBFBFBFBFBFBFBFBFBFBFBF BF BF BFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBF BF BF BFBFBFBFBFBFBFBFBFBF BF BFBFBFBFBFBFBFBFBFSSSSSSSSSSSSSSSSSEEEEEEEEEGGCOCOTVTVTVFFFFFFOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXWWWWWWWWWSCOSSSSSSSSSSSSGRAPHICAL X X X X X X XXXXXXXXXXXXXXXX WWW WWWWWW8S 8S 8S 8S 8S 8S 8S 15SD 15SD 15SD 15SD 15SD 15SD 15SD 15SD 15SD 15SD 15SD 15SD 15SD 15SD 15SD S8S8S8S8S8S8S8S8SSS8W 8W 8W 8W 8W 8W 8W 8W 8W 8W DYH8SD15SD DDDWSWSWSWSD8W8W8W8W8W 8W 8W 8W 8W8W8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8 W 8 W 8 W 8W 8W 8W 8W 8W 8W 8W 8WDYH 15SD 15SD 15SDFIRE FI R E FI R ESDSDSD SDSD1 5SD 15SDSDSDSDSDSD15SD15SD15SD15SD15SDSS15SD15SD15SD15SDSSSSSSSSSSSDSDS D S D S D SD 12SD 12SD 12SD 12SD 12SD 12SD 12SDSD SD 15SD 15SD 15SD 15SD 15SD 15SDS 15SDSDDYH 18SD18SD18SDS D S D S D SD SD SD 15SDD12SDDCOMBINED STATE LABS S. 19 AVE W. GARFIELD ST.W. LINCOLN ST.EXISTING WATER MAIN PROPOSED SEWER MAIN PROPOSED WATER MAIN MARSH LAB PROPOSED STORM DRAIN PROPOSED RETAINING WALL HEIGHT VARIES (4 FT MAX) S. 19 AVE PROPOSED STORM POND PROPOSED STORM POND PROPOSED STORM POND PROPOSED SEWER MAIN PROPOSED STORM DRAIN PROPOSED SEWER MAIN PROPOSED WATER MAIN PROPOSED WATER MAIN PROPOSED 15" STORM CULVERT JRL RESEARCH LAB INSTALL GREEN GATE REMOVED FROM GARFIELD ST. AT THIS LOCATION EXISTING FENCE TO REMAIN REROUTE FENCE ALONG PAVEMENT AND TERMINATE AT RETAINING WALL BURIED FIBER MAY CONTINUE TO BUILDING. WAS NOT LOCATED. POSSIBLE OLD WATER METER AND UNLOCATED SERVICE CROSSING ROAD 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.2026engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY P:\4458-LPW_ARCH\104 - VDL\ACAD\CIVIL\SHEETS\4458.104_CONSTRUCTION_PLAN.DWG PLOTTED BY:CELINE SAUCIER ON Jun/08/2026 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 STATE OF MONTANA COMBINED LABS NEW AAL, VDL AND MSU WOOL LABS BOZEMAN MT CONSTRUCTION PLAN 4458.104 203 C0.3 CM KDJ KDJ 5/23/2023 1 ADDENDUM 4 -VE & CITY CHANGES 9/01/23 KDJ 50 10025500 SCALE IN FEET 1 1 X X X X X X X X X X X X X X X X X X WWWWWWWWWWWWWWWWWWWWWWSSSSSS SSSSSSSSSSSSSSSSS S S S S S S S S S S S S S S S S S S S S S S S S S S SSSSSOHPOHPOHP OHP OHP OHP OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPNG NG NG NG NG NGNGNGNGNGNGNG NGNGNGNGNGNGNGNGNGNGNGNG NGNGNGNGNGNGNGNGNGNGNG NG NG NGNGNGNG NG NGNGNGBTV BTV BTV BTV BTVBP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BPBP BP BP BP BP BP BP BP BP BP BPBPBPBPBPBP BP BP BP BP BPBPBPBFBFBFBFBFBFBFBFBFBFBFBF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BFBFBFBFBF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BFBFBFBFBFBF BFBFBFBFBFBFBFBFBFBFBFBFBFBF BF BF BFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBF BF BF BF BF BF BFBFBFBFBFBFBFBFBFBF BF BFBFBFBFBFBFBFBFBFSSSSSSSSSSSSSSSSEEEEEEEEEGGCOCOTVTVTVFFFFFFOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXWWWWWWWWWSS. 19th AVENUE WEST GARFIELD STREETWEIRCOSSSSSSSSSSSGRAPHICAL X X X X X X X XXXXXXXXXXXXXXXWWW WWWWWWMARSH LAB S. 19 AVE W. GARFIELD ST.W. LINCOLN ST.DEMO SEWER DEMO FENCE DEMO OHP DEMO GATE, RELOCATE TO SOUTH, SEE SHEET C0.3 DEMO TREES COORDINATE WITH POWER COMPANY TO RE-ROUTE AND RE-BURY ELECTRICAL LINES BASED ON SITE LAYOUT AND FINAL GRADES PORTION OF FENCE TO BE RE-INSTALLED AS SHOWN ON SHEET C0.3 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.2026engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY P:\4458-LPW_ARCH\104 - VDL\ACAD\CIVIL\SHEETS\4458.104_DEMO_PLAN.DWG PLOTTED BY:CELINE SAUCIER ON Jun/08/2026 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 STATE OF MONTANA COMBINED LABS NEW AAL, VDL AND MSU WOOL LABS BOZEMAN MT DEMOLITION PLAN 4458.104 204 C0.4 CM KDJ KDJ 5/23/2023 50 10025500 SCALE IN FEET X X X X X X X X X X X X X X X X X X WWWWWWWWWWWWWWWWWWWWWWWWSSSSSS SSSSSSSSS SSSSSSSSS S S S S S S S S S S S S S S S S S S S S S S S S S SSSSSOHPOHPOHP OHP OHP OHP OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPNG NG NG NG NG NGNGNGNGNGNGNG NGNGNGNGNGNGNGNGNGNGNGNG NGNGNGNGNGNGNGNGNGNGNG NG NG NGNGNGNG NG NGNGNGBTV BTV BTV BTV BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BPBP BP BP BP BP BP BP BP BP BP BPBPBPBPBP BP BP BP BP BPBPBPBFBFBFBFBFBFBFBFBFBF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BFBFBFBFBF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BFBFBFBFBFBF BFBFBFBFBFBFBFBFBFBFBFBFBFBF BF BF BFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBF BF BF BFBFBFBFBFBFBFBFBFBF BF BFBFBFBFBFBFBFBFBFSSSSSSSSSSSSSSSSEEEEEEEEGGCOCOTVTVTVFFFFFFOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXWWWWWWWWWSCOSSSSSSSSSSSGRAPHICAL X X X X X X X XXXXXXXXXXXXXXXWWW WWWWWWOOOOOO60000.00RA, R160010.00C, 2560020.00R, 2460030.001, ZOOOOOO60000.00RA, R160010.00C, 2560020.00R, 2460030.001, ZMHVEHVEUGEATS-STATS-LSMSB1.00' GRAVEL SECTION (TYP.) 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.2026engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY P:\4458-LPW_ARCH\104 - VDL\ACAD\CIVIL\SHEETS\4458.104_SITE PLAN.DWG PLOTTED BY:CELINE SAUCIER ON Jun/08/2026 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 STATE OF MONTANA COMBINED LABS NEW AAL, VDL AND MSU WOOL LABS BOZEMAN MT OVERALL SITE PLAN 4458.104 205 C1.1 CM KDJ KDJ 5/23/2023 1 CITY COMMENTS 6/27/2023CGM ADDENDUM 4 - VE & CITY CHANGES 9/01/23KDJ CGM 2 50 10025500 SCALE IN FEET 1.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 6TH EDITION DATED APRIL 2010 (MPWSS); THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS; AND THE PROJECT SPECIFICATIONS. 2.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. 3.ASPHALT, CONCRETE CURB, AND SIDEWALK SHALL BE SAW CUT OR NEAT CUT AS APPROVED BY AGENCY AND/OR ENGINEER. 4.ALL TEXT AND FEATURES SHOWN SHADED ARE EXISTING. SEE SHEET C0.2 FOR MORE COMPLETE DEPICTION OF EXISTING CONDITIONS. 5.BASE COURSE AND SUBGRADE SHALL BE COMPACTED TO A MINIMUM OF 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D 698. 6.NO CURB AND GUTTER SHALL BE PLACED WITHOUT A FINAL FORM INSPECTION BY THE OWNER, THEIR AUTHORIZED REPRESENTATIVE, AND/OR THE CITY OF BOZEMAN (AS REQUIRED). 7.CONCRETE SHALL BE CLASS M-4000. 8.PAVEMENT MARKINGS WITHIN THE SITE SHALL BE FOUR INCH (4") YELLOW PAINTED MARKINGS WHERE SHOWN ON THE SITE PLAN IN ACCORDANCE WITH SECTION 02851 OF THE MPWSS UNLESS OTHERWISE INDICATED OR DIRECTED BY THE ENGINEER OR OWNER. GENERAL NOTES: EXISTING WATER MAIN VAN ACCESSIBLE RESERVED PARKING $100 FINE PERMIT REQUIRED RESERVED PARKING $100 FINEPERMIT REQUIRED 1 2 THIS SITE HAS BEEN DESIGNED TO BE ACCESSIBLE TO INDIVIDUALS WITH DISABILITIES IN ACCORDANCE WITH THE AMERICANS WITH DISABILITIES ACT. (1) R7-8NA (12" x 18") (1) R7-8A (12" x 6") (1) "$100 FINE" PLAQUE (12" x 6") REFER TO DETAIL 2, SHEET C6.1 FOR POST INSTALLATION (1) R7-8NA (12" x 18") (1) "$100 FINE" PLAQUE (12" x 6") PROPOSED SEWER MAIN PROPOSED WATER MAIN MARSH LAB COMBINED STATE LABS PROPOSED STORM DRAIN PROPOSED RETAINING WALL HEIGHT VARIES (4 FT MAX) S. 19 AVE W. GARFIELD ST.W. LINCOLN ST.PROPOSED STORM POND PROPOSED STORM POND PROPOSED STORM POND PROPOSED STORM DRAIN PROPOSED ASPHALT PROPOSED CONCRETE SIDEWALK PROPOSED ASPHALT PROPOSED CONCRETE SIDEWALK PROPOSED ASPHALT PROPOSED FENCE. SEE ARCH. SHEETS PROPOSED GATE. SEE ARCH. SHEETS PROPOSED GRAVEL PER DETAIL 12 SEE SHEET C6.1 PROPOSED HEAVY CONCRETE SECTION EXISTING ASPHALT SURFACE EXISTING CONCRETE SURFACE PROPOSED ASPHALT PAVEMENT SURFACE PROPOSED LIGHT CONCRETE SECTION LEGEND X = NUMBER OF PARKING STALL PROPOSED HEAVY CONCRETE SECTION PROPOSED CATCH CURB PROPOSED LAYDOWN CURB AT PEDESTRIAN RAMPS PROPOSED RIBBON CURB CURB TRANSITION 1 1084110758958OOOOOO60000.00RA, R160010.00C, 2560020.00R, 2460030.001, ZX X X X X X X X X X X X X X X X X X WWWWWWWWWWWWWWWWSSSSSS SSSSSSSSSSSSSSS SSS S S SSSSSSSSS OHPOHP OHP OHP OHP OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPNG NG NG NG NG NGNGNGNGNGNGNG NGNGNGNGNGNGNGNGNGNGNGNG NGNGNGNGNGNGNGNGNGNGNG NG NG NGNG NG NGBTV BTV BTV BTV BTVBP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BPBP BP BP BP BP BP BP BP BP BP BPBPBPBPBPBP BP BP BP BP BP BPBPBPBFBFBFBFBFBFBFBFBFBFBFBF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BFBFBFBFBF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BFBFBFBFBFBF BFBFBFBFBFBFBFBFBFBFBFBFBF BF BF BFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBF BF BF BF BF BF BFBFBFBFBFBFBFBFBFBF BF BFBFBFBFBFBFBFBFBFSSSSSSSSSSSSSSSEEEEEEEEEGGCOCOTVTVTVFFFFFFOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXWWWWWWWWWSCOSSSSSSSSSSGRAPHICAL X X X X X X XXXXXXXXXXXXXXXX WWW WWWWWWX X X X X X X X X X X X X X X X X X WWWWWWWWWWWWWWWWSSSSSS SSSSSSSSSSSSSSS SSS S S SSSSSSSSS OHPOHP OHP OHP OHP OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPNG NG NG NG NG NGNGNGNGNGNGNG NGNGNGNGNGNGNGNGNGNGNGNG NGNGNGNGNGNGNGNGNGNGNG NG NG NGNG NG NGBTV BTV BTV BTV BTVBP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BPBP BP BP BP BP BP BP BP BP BP BPBPBPBPBPBP BP BP BP BP BP BPBPBPBFBFBFBFBFBFBFBFBFBFBFBF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BFBFBFBFBF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BFBFBFBFBFBF BFBFBFBFBFBFBFBFBFBFBFBFBF BF BF BFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBF BF BF BF BF BF BFBFBFBFBFBFBFBFBFBF BF BFBFBFBFBFBFBFBFBFSSSSSSSSSSSSSSSEEEEEEEEEGGCOCOTVTVTVFFFFFFOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXWWWWWWWWWSCOSSSSSSSSSSGRAPHICAL X X X X X X XXXXXXXXXXXXXXXX WWW WWWWWW9.00' 20.50' (TYP.) 8.00' (TYP.) 10.00' (TYP.) 9.00'8460000.00RA, R19.00' 20.50' (TYP.) 8.00' (TYP.) 9.00' EMPLOYEE PARKING ONLY SERVICE YARD AUTHORIZED VEHICLES ONLY 18" 24" TRAILER PARKING ONLY 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.2026engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY P:\4458-LPW_ARCH\104 - VDL\ACAD\CIVIL\SHEETS\4458.104_SIGNING_STRIPING.DWG PLOTTED BY:CELINE SAUCIER ON Jun/08/2026 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 STATE OF MONTANA COMBINED LABS NEW AAL, VDL AND MSU WOOL LABS BOZEMAN MT SIGNING & PAVEMENT MARKING PLAN 4458.104 206 C2.1 CM KDJ KDJ 5/23/2023 1 ADDENDUM 4 - VE & CITY CHANGES 9/1/23 KDJ 50 10025500 SCALE IN FEET MARSH LAB COMBINED STATE LABS S. 19 AVE W. GARFIELD ST.W. LINCOLN ST.PROPOSED ASPHALT PAVEMENT SURFACE PROPOSED CONCRETE SECTION X = NUMBER OF PARKING STALL 1.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 6TH EDITION DATED APRIL 2010 (MPWSS); THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS; AND THE PROJECT SPECIFICATIONS. 2.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. 3.ASPHALT, CONCRETE CURB, AND SIDEWALK SHALL BE SAW CUT OR NEAT CUT AS APPROVED BY AGENCY AND/OR ENGINEER. 4.ALL TEXT AND FEATURES SHOWN SHADED ARE EXISTING. SEE SHEET C0.2 FOR MORE COMPLETE DEPICTION OF EXISTING CONDITIONS. 5.BASE COURSE AND SUBGRADE SHALL BE COMPACTED TO A MINIMUM OF 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D 698. 6.NO CURB AND GUTTER SHALL BE PLACED WITHOUT A FINAL FORM INSPECTION BY THE OWNER, THEIR AUTHORIZED REPRESENTATIVE, AND/OR THE CITY OF BOZEMAN (AS REQUIRED). 7.CONCRETE SHALL BE CLASS M-4000. 8.PAVEMENT MARKINGS WITHIN THE SITE SHALL BE FOUR INCH (4") YELLOW WATERBORNE PAINTED MARKINGS WHERE SHOWN ON THE SITE PLAN IN ACCORDANCE WITH SECTION 02851 OF THE MPWSS UNLESS OTHERWISE INDICATED OR DIRECTED BY THE ENGINEER OR OWNER. 9.BUILDING/ARCHITECTURAL SIGNAGE SHOWN ON ARCHITECTURAL SHEETS GENERAL NOTES: THIS SITE HAS BEEN DESIGNED TO BE ACCESSIBLE TO INDIVIDUALS WITH DISABILITIES IN ACCORDANCE WITH THE AMERICANS WITH DISABILITIES ACT. 1 1 ONLYR6-2L R5-1 R3-5RR1-1ONE WAY R1-11 THIS SHEET 1 R5-1FENCE/GATES SEE ARCHITECTURAL SHEETS 1 RESERVED PARKING (HANDICAP): DETAILS 2 AND 4, SHEET C6.1 2 RESERVED PARKING: DETAIL 3, SHEET C6.1 2 2 1 3 4 3 3 5 1 SIGNAGE KEYNOTES 4 *MUTCD STANDARD, 3-5 CONTAIN NON-STANDARD TEXT ALL BLACK ON WHITE REGULATORY SIGNING NOTDOENTERNOTDOENTER5 4 1 O O O O O 6000 0.00 RA, R1 6003 0.00 1, Z 8S8S8S8S8S8S8S15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD8S8S8S8S8S8S8S8S8S8S8S8S8SS S 8W8WDYH8S8SD15SD15SDD 12SDD WS WS 8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W15SD15SD15SDFIRE FIRE15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD12SD12SD12SD12SD12SD12SD12SD12SD12SDSDSDSDSDS SDSD SD SD SD SD SDSDSDSDSD12SD12SD12SD0+001+002+003+004+005+00 PI: 1+05.37PI: 4+26.80S S S S S S S S SSSNGNGBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFS S S SGOHPOHPOHPOHPOHPOHPOHPXXXXXXXXXXSSSSSGRAPHICAL XXXXXXXXXX XXXXXXX SSMH-1 CONNECT TO EXISTING SSMH-2 SSMH-3 4875 4880 4885 4890 4895 4900 4905 4875 4880 4885 4890 4895 4900 4905 FG-4892.62EG-4892.620+00 FG-4893.80EG-4893.800+50 FG-4894.62EG-4894.621+00 FG-4895.20EG-4895.201+50 FG-4894.89EG-4894.892+00 FG-4893.75EG-4893.752+50 FG-4892.75EG-4892.753+00 FG-4890.86EG-4890.863+50 FG-4891.08EG-4891.084+00 FG-4891.78EG-4891.784+50 FG-4890.90EG-4890.905+00 FG-4890.22EG-4890.225+50 FG-4889.58EG-4889.586+00 FG-4888.90EG-4888.906+50 FG-4888.40EG-4888.407+00 FG-4888.05EG-4888.057+50 FG-EG-8+00 277.62 LF 8" PVC @ 0.60% 317.43 LF 8" PVC @ 0.75% 51.39 LF 8" PVC @ 2.55% SSMH-1 INSTALL NEW 48" Ø MANHOLE STA 0+50.00 RIM ELEV=4894.45 EX 8" INV IN (SW) = ~ 4888.44 8" INV OUT (E) = 4888.24 DEPTH = 6.21' (CONTRACTOR TO VERIFY SIZES/TYPES/ELEVATIONS OF EXISTING PIPING) SSMH-2 INSTALL NEW 48" Ø MANHOLE STA 1+05.37 RIM ELEV=4894.53 8" INV IN (W) = 4886.83 EX INV IN (S) = ~ 4888.04 8" INV OUT (E) = 4886.63 DEPTH = 7.90' (CONTRACTOR TO VERIFY SIZES/TYPES/ELEVATIONS OF EXISTING PIPING) SSMH-3 INSTALL NEW 48" Ø MANHOLE STA 4+26.80 RIM ELEV=4891.02 8" INV IN (W) = 4884.22 8" INV OUT (N) = 4884.02 DEPTH = 7.00' SSMH-4 INSTALL NEW 48" Ø MANHOLE STA 7+08.42 RIM ELEV=4889.22 8" INV IN (S) = 4882.33 8" INV OUT (NE) = 4882.13 DEPTH = 7.09' (CONTRACTOR TO VERIFY SIZES/TYPES/ELEVATIONS OF EXISTING PIPING) INSULATION (SEE DETAIL 11, SHEET C6.1) INSULATION (SEE DETAIL 11, SHEET C6.1) 4" ADS N-12 RETAINING WALL FOOTING DRAIN INSULATION (SEE DETAIL 11, SHEET C6.1)60000.00RA, R18S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 15SD 15SD 15SD 15SD 15SD 15SD 15SD 15SD 15SD 15SD 15SD 15SD 15SD 15SD 15SD 15SD 15SD 15SD 15SD 15SD 15SD 15SD 15SD 15SD 15SD S8S8S8S8S8S8S8S8SS8W DYHD15SD 15SD D12SDD8W8W8W15SD 15SD 15SD 15SD15SD 15SDSDSDSDSDSDSDSDSDSD15SD15SD15SD15SD15SD15SDSSSS15SD15SD15SD15SD15SD15SDSSSSSSSSSSSSSSSSSDSDSDSDS D S D S D SD S D S D S D 12SD15SDSDSSSSSD SD 12SD12SD12SDD3+00 4+00 5+006+007+007+58PI: 4+26.80 SSSSSSSSSSS S S S S S S S S S S S S S S BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BPBP BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF SSSEETVFFOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPXXXXXXXXXXXXXXXXXXXXX SSMH-3 SSMH-4 CONNECT TO EXISTING 0 VERT. SCALE IN FEET 0 HORIZ. SCALE IN FEET 1.53 3 6 1530 30 60 EXISTING GROUND PROPOSED FINISHED GRADE PROPOSED SEWER MAIN COMBINED STATE LABS INSTALL 669 LF 8" PVC SDR 35 SEWER PIPE TYPE A TRENCH BACKFILL TYPE 1 BEDDING PROPOSED 6" SERVICE PROPOSED 6" SERVICE EXISTING SEWER MAIN EXISTING SEWER MAIN CLEANOUT SEE PLUMBING PLANS FOR PIPING INFORMATION/DETAILS. INSULATE IF SHALLOWER THAN 5'.0 DEPTH. (CLEANOUTS PER CODE) WATER MAIN CROSSING 18" MIN.STORM CROSSING STANDARD DROP MANHOLE FOR EXISTING SOUTHERN INVERT C.O.B. STD DETAIL 02730-5 RIM=4891.79 RIM=4891.49 4" CPVC FROM BUILDING INV=85.00 @ BUILDING 4" CPVC FROM BUILDING INV=85.08 AT BUILDING SEE PLUMBING PLANS FOR PIPING INFORMATION/DETAILS. INSULATE IF SHALLOWER THAN 5'.0 DEPTH. (CLEANOUTS PER CODE) 4" CPVC FROM BUILDING INV=89.00 AT BUILDING 4" CPVC FROM BUILDING INV=89.33 AT BUILDING (3'-8" BELOW FFE) 4" CPVC TO 6" SDR-26 PVC 4" CPVC TO 6" SDR-26 PVC 67 LF 6" SCH-26 @ 3.5% SLOPE 100 LF 6" SCH-26 @ 3.6% SLOPE STORM CROSSING 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.2026engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY P:\4458-LPW_ARCH\104 - VDL\ACAD\CIVIL\SHEETS\4458.104_SEWER.DWG PLOTTED BY:CELINE SAUCIER ON Jun/09/2026 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 STATE OF MONTANA COMBINED LABS NEW AAL, VDL AND MSU WOOL LABS BOZEMAN MT SEWER PLAN & PROFILE 4458.104 207 C4.1 CM KDJ KDJ 5/23/2023 1 CITY COMMENTS 6/27/2023CGM 2 CITY COMMENTS 7/5/2023CGM 3 CITY COMMENTS 07/24/2023KDJ CGM 2 CITY COMMENTS SEWER AND WATER PIPELINE AND ACCESS EASEMENT SEWER AND WATER PIPELINE AND ACCESS EASEMENT S.19TH AVE. R.O.W. APPROXIMATE LOCATION OF CLEANOUT INSTALLED DURING CONSTRUCTION ≈87.03 100 LF 6" SCH-26 @ 2.0% SLOPE OOOOOOO60030.001, ZSSSSSSSSSSSSSS OHP OHP OHP NG NG NG NG NG NG NG NGNGNGNGNGNGNGNGNGNGNGNGNGNG NGNGNGNGNGNGNGNGNGNGNGNGNG NGNGNGNGNGNGNGNGNGNGNGNGNG BP BP BP BP BP BP BP BP BP BP BPBPBFBFBFBFBFBF BF BF BF BFBFBFBFBFBFBFBFBFBFBFBF BF BF BF BFBFBFBFBFBFBFBFBFBFBFSSSGGCOCOFFXWWWWWSSSSSSSSSSSSSSGRAPHICAL X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXX WWWWW W WWWWWW8S8S8S8S8S8S8S8S8S8SS8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W DYH8S8SD15SD 15SD D12SDDWSWSWSWSWSWS8W8W8W8W8W8W8W8W 8W 8W 8W 8W 8W 8WFIRE FI R E FI R E FI R E FI R E FI R ESDSDSDSDSDSDSD SDSD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD12SD 12SD 12SD 12SD 12SD 12SD 12SD 12SD 12SD SD SD SD SDS SDS D S D S D S D S D SD SD SD SD SD 12SD90 DEG BEND STA 4+61.6 8 X 6 TEE STA 4+46.1 8" GATE VALVE STA 0+56.0 12 X 8 TEE STA 0+49.6 0+001+002+003+004+005+005+11SSSSSSSSSSSSSS OHP OHP OHP NG NG NG NG NG NG NG NGNGNGNGNGNGNGNGNGNGNGNGNGNG NGNGNGNGNGNGNGNGNGNGNGNGNG NGNGNGNGNGNGNGNGNGNGNGNGNG BP BP BP BP BP BP BP BP BP BP BPBPBFBFBFBFBFBF BF BF BF BFBFBFBFBFBFBFBFBFBFBFBF BF BF BF BFBFBFBFBFBFBFBFBFBFBFSSSGGCOCOFFXWWWWWSSSSSSSSSSSSSSGRAPHICAL X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXX WWWWW W WWWWWW0+00 1+002+00 2+14 PI: 0+ 6 1. 3 2 PI: 1+80.7290 DEG BEND STA 1+77.6 8X6 TEE STA 0+20.0 11.25 DEG BEND STA 3+39.945 DEG BEND STA 3+46.6 22.5 DEG BEND STA 0+61.6 22.5 DEG BEND STA 1+78.7 90 DEG VERT. BEND STA 2+04.2 8X6 TEE STA 1+81.7 2+003+004+00 5+00 5+65 PI: 1+ 7 7. 6 7 PI : 3+39 .52 P I : 3 + 4 6 . 5 7 8" GATE VALVE STA 4+51.0 90 DEG BEND STA 5+15.3 8X4 TEE STA 1+84.7 8X4 TEE STA 0+20.0 ±5° PIPEDEFLECTION±5° PIPEDEFLECTION4" DUCTILEWATER SERVICE4880 4885 4890 4895 4900 4880 4885 4890 4895 4900 FG-EG-0+00 FG-4899.89EG-4899.89FG-4899.29EG-4899.290+50 FG-4898.94EG-4898.94FG-4898.51EG-4898.511+00 FG-4898.21EG-4898.21FG-4897.94EG-4897.941+50 FG-4897.72EG-4897.72FG-4897.50EG-4897.502+00 FG-4897.39EG-4897.39FG-4897.44EG-4897.442+50 FG-4897.19EG-4897.19FG-4896.65EG-4896.653+00 FG-4896.95EG-4896.95FG-4894.38EG-4894.383+50 FG-4893.90EG-4893.90FG-4893.61EG-4893.614+00 FG-4893.30EG-4893.30FG-4893.04EG-4893.044+50 FG-4892.64EG-4892.64FG-4892.24EG-4892.245+00 FG-EG-FG-EG-5+50 STA 0+49.6 12 X 8 TEE 8" INV = 4892.09 STA 0+56.0 8" GATE VALVE INV = 4891.98 STA 4+46.1 8 X 6 TEE 8" INV = 4885.19 STA 4+51.0 8" GATE VALVE INV = 4885.19 STA 4+61.6 90 DEG BEND 8" INV = 4885.19 HYD & LEAD VALVE ASMBLY STA 4+45.98 BURY = 4893.27 DEPTH = 8.0' 0 VERT. SCALE IN FEET 0 HORIZ. SCALE IN FEET 1.53 3 6 1530 30 60 EXISTING GROUND PROPOSED FINISHED GRADE PROPOSED WATER MAIN COMBINED STATE LABS INSTALL 412 LF 8" CLASS 51 D.I. WATER PIPE TYPE A TRENCH BACKFILL TYPE 1 BEDDINGW. LINCOLN ST1 1 BURIED FIBER MAY CONTINUE TO BUILDING. WAS NOT LOCATED. POSSIBLE OLD WATER METER AND UNLOCATED SERVICE CROSSING ROAD 6.5' MIN.EXISTING SEWER CROSSING (CONTRACTOR TO FIELD VERIFY) POSSIBLE UNLOCATED WATER AND FIBER SERVICE LINERS (CONTRACTOR TO FIELD VERIFY) FIBER WATER 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.2026engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY P:\4458-LPW_ARCH\104 - VDL\ACAD\CIVIL\SHEETS\4458.104_WATER.DWG PLOTTED BY:CELINE SAUCIER ON Jun/09/2026 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 STATE OF MONTANA COMBINED LABS NEW AAL, VDL AND MSU WOOL LABS BOZEMAN MT WATER PLAN & PROFILE 4458.104 208 C5.1 CM KDJ KDJ 5/23/2023 1 CITY COMMENTS 6/27/2023CGM 2 CITY COMMENTS 7/5/2023CGM CGM 2 CITY COMMENTS KEYNOTES CONTRACTOR SHALL ROTATE TEE AT THE MAIN AND INSTALL FITTINGS AS NECESSARY TO ACHIEVE THE NOTED DEPTH AT THE HYDRANT. HYDRANT LEAD PIPES WILL REQUIRE INSULATION IF THE COVER DEPTH WILL BE LESS THAN 6.5 FT BELOW FINISHED GRADE. 1 GENERAL NOTES 1.ALL PERMITTING AND TRAFFIC CONTROL SHALL BE IN PLACE PRIOR TO CONSTRUCTION ACTIVITIES COMMENCING. 2.PRESSURE TESTING SHALL BE IN ACCORDANCE WITH COB REQUIREMENTS. PRE- AND POST-PAVE WALKTHROUGH SHALL BE PERFORMED WITH THE COB AND ENGINEER. 3.ALL CONSTRUCTION WILL CONFORM TO MPWSS, (LATEST) EDITION, AND COB MODIFICATIONS TO MPWSS. 4.ANY EXISTING OR NEW VALVES WHICH CONTROL THE COB'S WATER SUPPLY SHALL BE OPERATED BY COB PERSONNEL ONLY. 5.THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 24-HOURS PRIOR TO BEGINNING ANY WORK. 6.CONTRACTOR SHALL FIELD-VERIFY LINE AND GRADE OF EXISTING CONNECTIONS. 7.FITTINGS SHALL BE MECHANICALLY RESTRAINED USING MEGALUG RESTRAINTS OR THRUST BLOCKS, OR EQUIVALENT. IF RESTRAINED FITTINGS ARE USE, PIPE NEAR FITTING SHALL BE RESTRAINED ACCORDING TO RESTRAINT TABLE IN DETAIL SHEETS. 8.TRACER WIRE SHALL BE USED WHERE THERE IS A BEND BETWEEN VALVES. 9.WRAP ALL NEW DUCTILE IRON WATER PIPE WITH V-BIO ENHANCED POLYETHYLENE ENCASEMENT PER MANUFACTURES STANDARDS AND RECOMMENDATIONS. 1 1 SEWER AND WATER PIPELINE AND ACCESS EASEMENT2 4875 4880 4885 4890 4895 4875 4880 4885 4890 4895 FG-4887.35EG-4887.350+00 FG-4888.25EG-4888.25FG-4889.33EG-4889.330+50 FG-4890.22EG-4890.22FG-4890.88EG-4890.881+00 FG-4891.32EG-4891.32FG-4891.99EG-4891.991+50 FG-4892.69EG-4892.69FG-4894.12EG-4894.122+00 FG-4894.45EG-4894.45FG-4894.29EG-4894.292+50 FG-4894.14EG-4894.14FG-4894.18EG-4894.183+00 FG-4894.84EG-4894.84FG-4895.34EG-4895.343+50 FG-4895.73EG-4895.73FG-4895.44EG-4895.444+00 FG-4894.90EG-4894.90FG-4894.40EG-4894.404+50 FG-4893.71EG-4893.71FG-4893.16EG-4893.165+00 FG-4892.57EG-4892.57FG-4891.57EG-4891.575+50 FG-EG-FG-EG-6+00 STA 0+50.0 45 DEG BEND 8" INV = 4883.73 STA 0+92.7 90 DEG BEND 8" INV = 4883.73 STA 1+77.6 90 DEG BEND 8" INV = 4883.96 STA 1+81.7 8X6 TEE 8" INV = 4883.96 STA 3+39.9 11.25 DEG BEND 8" INV = 4883.96 STA 3+46.6 45 DEG BEND 8" INV = 4883.95 STA 5+15.3 90 DEG BEND 8" INV = 4885.1918" MIN.INSULATION (SEE DETAIL 11, SHEET C6.1) STA 1+84.7 8X4 TEE 8" INV = 4883.96 O O O O O O 6000 0.00 RA, R1 6003 0.00 1, ZXXXXXX S S S S S S S S S S S OHPOHPOHPOHPOHPXXBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFS S S S OHPOHPOHPOHPOHPOHPOHPOHPXXXXXXXXXXXSSSSSGRAPHICALXXXXXXXXX XXXXXXXXX 8S8S8S8S8S8S8S8S15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD8S8S8S8S8S8S8S8S8S8S8S8S8SS S 8W8WDYH8S8SD15SD15SDD 12SDD WS WS WS WS WS 8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W15SD15SD15SDFIRE FIREFIREFIRESD SD SD 15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SDSD SD SD SD 12SD12SD12SD12SD12SD12SD12SD12SD12SD12SDSDSDSDSDSDYH SDSD SD SD SD SD SDSDSDSDSD12SD12SD12SD90 DEG BEND STA 4+61.6 8 X 6 TEE STA 4+46.1XXXXXX S S S S S S S S S S S OHPOHPOHPOHPOHPXXBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFS S S S OHPOHPOHPOHPOHPOHPOHPOHPXXXXXXXXXXXSSSSSGRAPHICALXXXXXXXXX XXXXXXXXX 90 DEG BEND STA 1+77.6 11.25 DEG BEND STA 3+39.9 45 DEG BEND STA 3+46.6 8X6 TEE STA 1+81.7 0+00 1+002+00 3+00 4+005+005+65PI: 0+ 9 2. 7 9 PI: 1+77 .67 PI: 3+ 3 9. 5 2 PI: 3+46.5790 DEG BEND STA 0+92.7 8" GATE VALVE STA 4+51.0 8X4 TEE STA 1+84.7 0 VERT. SCALE IN FEET 0 HORIZ. SCALE IN FEET 1.53 3 6 1530 30 60 EXISTING GROUND PROPOSED FINISHED GRADE PROPOSED WATER MAIN COMBINED STATE LABS INSTALL 465 LF 8" CLASS 51 D.I. WATER PIPE TYPE A TRENCH BACKFILL TYPE 1 BEDDING SEWER MAIN CROSSING 6.5' MIN.STORM CROSSING 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.2026engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY P:\4458-LPW_ARCH\104 - VDL\ACAD\CIVIL\SHEETS\4458.104_WATER.DWG PLOTTED BY:CELINE SAUCIER ON Jun/09/2026 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 STATE OF MONTANA COMBINED LABS NEW AAL, VDL AND MSU WOOL LABS BOZEMAN MT WATER PLAN & PROFILE 4458.104 209 C5.2 CM KDJ KDJ 5/23/2023 1 CITY COMMENTS 6/27/2023CGM 2 CITY COMMENTS 7/5/2023CGM CGM 2 CITY COMMENTS KEYNOTES CONTRACTOR SHALL ROTATE TEE AT THE MAIN AND INSTALL FITTINGS AS NECESSARY TO ACHIEVE THE NOTED DEPTH AT THE HYDRANT. HYDRANT LEAD PIPES WILL REQUIRE INSULATION IF THE COVER DEPTH WILL BE LESS THAN 6.5 FT BELOW FINISHED GRADE. 1 GENERAL NOTES 1.ALL PERMITTING AND TRAFFIC CONTROL SHALL BE IN PLACE PRIOR TO CONSTRUCTION ACTIVITIES COMMENCING. 2.PRESSURE TESTING SHALL BE IN ACCORDANCE WITH COB REQUIREMENTS. PRE- AND POST-PAVE WALKTHROUGH SHALL BE PERFORMED WITH THE COB AND ENGINEER. 3.ALL CONSTRUCTION WILL CONFORM TO MPWSS, (LATEST) EDITION, AND COB MODIFICATIONS TO MPWSS. 4.ANY EXISTING OR NEW VALVES WHICH CONTROL THE COB'S WATER SUPPLY SHALL BE OPERATED BY COB PERSONNEL ONLY. 5.THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 24-HOURS PRIOR TO BEGINNING ANY WORK. 6.CONTRACTOR SHALL FIELD-VERIFY LINE AND GRADE OF EXISTING CONNECTIONS. 7.FITTINGS SHALL BE MECHANICALLY RESTRAINED USING MEGALUG RESTRAINTS OR THRUST BLOCKS, OR EQUIVALENT. IF RESTRAINED FITTINGS ARE USE, PIPE NEAR FITTING SHALL BE RESTRAINED ACCORDING TO RESTRAINT TABLE IN DETAIL SHEETS. 8.TRACER WIRE SHALL BE USED WHERE THERE IS A BEND BETWEEN VALVES. 9.WRAP ALL NEW DUCTILE IRON WATER PIPE WITH V-BIO ENHANCED POLYETHYLENE ENCASEMENT PER MANUFACTURES STANDARDS AND RECOMMENDATIONS. 1 1 SEWER AND WATER PIPELINE AND ACCESS EASEMENT OOOO60020.00R, 246003X X X X X X X X X X X X X X X X X X X X X X X X WWWWWWWWWS SSSSSSS SSSSSOHP OHP OHP OHP OHP OHP OHP OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPBP BP BP BFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFETVOHPOHPXXXXXXXXXDWSWSWSWSWSWSD8W 8W 8W 8W8W8W8W8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8 W 8 W 8 W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8WDYH15SD15SD15SD15SD15SDSDFIRE FI R E FI R E FI R E FI R E FI R ESDSDSDSDSDSDSD SDSD15SD15SD15SD15SD 12SD 12SD 12SD 12SD 12SD 12SD 12SD SD 15SD 15SD 15SD 15SD 15SD 15SD 15SD 15SD 15SD 15SD 15SD SDSDDYH18SD18SD18SD18SD18SDX X X X X X X X X X X X X X X X X X X X X X X X WWWWWWWWWS SSSSSSS SSSSSOHP OHP OHP OHP OHP OHP OHP OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPBP BP BP BFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFETVOHPOHPXXXXXXXXX0+001+002+003+004+005+006+007+008+009+00PI: 2+53.17PI: 4+49.41PI: 5+52.38PI: 6+62.0045 DEG BEND STA 0+50.0 8" GATE VALVE STA 0+56.9 8X6 TEE STA 0+59.5 11.25 DEG BEND STA 2+53.1 11.25 DEG BEND STA 4+49.5 8" GATE VALVE STA 5+02.3 8X6 TEE STA 5+04.8 22.5 DEG BEND STA 5+52.4 11.25 DEG BEND STA 6+62.0 8" GATE VALVE STA 8+79.2 8X8 TEE STA 8+83.9 45 DEG BEND STA 0+50.0 4870 4875 4880 4885 4890 4895 FG-4889.56EG-4889.56FG-4889.33EG-4889.330+50 FG-4889.19EG-4889.19FG-4888.80EG-4888.801+00 FG-4888.55EG-4888.55FG-4888.42EG-4888.421+50 FG-4888.11EG-4888.11FG-4887.72EG-4887.722+00 FG-4887.30EG-4887.30FG-4886.93EG-4886.932+50 FG-4886.59EG-4886.59FG-4886.20EG-4886.203+00 FG-4885.70EG-4885.70FG-4885.27EG-4885.273+50 FG-4885.03EG-4885.03FG-4884.64EG-4884.644+00 FG-4884.24EG-4884.24FG-4883.85EG-4883.854+50 FG-4883.41EG-4883.41FG-4882.72EG-4882.725+00 FG-4881.86EG-4881.86FG-4881.09EG-4881.095+50 FG-4880.40EG-4880.40FG-4880.08EG-4880.086+00 FG-4880.22EG-4880.22FG-4880.40EG-4880.406+50 FG-4880.26EG-4880.26FG-4880.02EG-4880.027+00 FG-4879.64EG-4879.64FG-4879.36EG-4879.367+50 FG-4879.08EG-4879.08FG-4879.14EG-4879.148+00 FG-4879.96EG-4879.96FG-4880.49EG-4880.498+50 FG-4880.36EG-4880.36FG-EG-9+00 FG-EG-FG-EG-9+50 STA 0+50.0 45 DEG BEND 8" INV = 4883.73 STA 0+56.9 8" GATE VALVE INV = 4883.73 STA 0+59.5 8X6 TEE 8" INV = 4883.73 STA 2+53.1 11.25 DEG BEND 8" INV = 4881.81 STA 4+49.5 11.25 DEG BEND 8" INV = 4878.77 STA 5+02.3 8" GATE VALVE INV = 4877.62 STA 5+04.8 8X6 TEE 8" INV = 4877.56 STA 5+52.4 22.5 DEG BEND 8" INV = 4876.47 STA 6+62.0 11.25 DEG BEND 8" INV = 4873.62 STA 8+79.2 8" GATE VALVE INV = 4871.86 STA 8+83.9 8X8 TEE 8" INV = 4871.84 INSULATION (SEE DETAIL 11, SHEET C6.1) INSULATION (SEE DETAIL 11, SHEET C6.1) HYD & LEAD VALVE ASMBLY STA 0+59.58 BURY = 4891.81 DEPTH = 8.0' HYD & LEAD VALVE ASMBLY STA 5+04.84 BURY = 4884.64 DEPTH = 7.0' 0 VERT. SCALE IN FEET 0 HORIZ. SCALE IN FEET 1.53 3 6 1530 30 60 EXISTING GROUND PROPOSED FINISHED GRADE PROPOSED WATER MAIN COMBINED STATE LABS INSTALL 834 LF 8" CLASS 51 D.I. WATER PIPE TYPE A TRENCH BACKFILL TYPE 1 BEDDING W. GARFIELD ST.1 1 1 1 STORM CROSSING STORM CROSSING6.5' MIN.EXISTING SEWER CROSSING (CONTRACTOR TO FIELD VERIFY) 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.2026engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY P:\4458-LPW_ARCH\104 - VDL\ACAD\CIVIL\SHEETS\4458.104_WATER.DWG PLOTTED BY:CELINE SAUCIER ON Jun/09/2026 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 STATE OF MONTANA COMBINED LABS NEW AAL, VDL AND MSU WOOL LABS BOZEMAN MT WATER PLAN & PROFILE 4458.104 210 C5.3 CM KDJ KDJ 5/23/2023 1 CITY COMMENTS 6/27/2023CGM 2 CITY COMMENTS 7/5/2023CGM CGM 2 CITY COMMENTS KEYNOTES CONTRACTOR SHALL ROTATE TEE AT THE MAIN AND INSTALL FITTINGS AS NECESSARY TO ACHIEVE THE NOTED DEPTH AT THE HYDRANT. HYDRANT LEAD PIPES WILL REQUIRE INSULATION IF THE COVER DEPTH WILL BE LESS THAN 6.5 FT BELOW FINISHED GRADE. WATER MAIN CONNECTION IN GARFIELD SHALL BE POTHOLED/EXCAVATED TO DETERMINE WATER MAIN LOCATION. ONCE LOCATION IS KNOWN, IF A LIVE TAPPING TEE AND VALVE WILL RESULT IN THE VALVE BEING LOCATED IN THE CURB AND GUTTER OR DRIVEWAY APRON, THEN A REGULAR 8X8 TEE SHALL BE INSTALLED. THE NEW 8' GATE VALVE WOULD THEN BE INSTALLED 3' SOUTH OF THE FLAG OF CURB IN THE ASPHALT. COORDINATE WITH THE CITY OF BOZEMAN FOR A FULL WATER SHUTDOWN FOR THE STRETCH OF LINE BETWEEN THE NEAREST EXISTING VALVES. EXISTING DRIVEWAY, CURB, AND ROADWAY SHALL BE REPAIRED TO EQUAL OR BETTER CONDITION FOLLOWING DISTURBANCE. 1 GENERAL NOTES 1.ALL PERMITTING AND TRAFFIC CONTROL SHALL BE IN PLACE PRIOR TO CONSTRUCTION ACTIVITIES COMMENCING. 2.PRESSURE TESTING SHALL BE IN ACCORDANCE WITH COB REQUIREMENTS. PRE- AND POST-PAVE WALKTHROUGH SHALL BE PERFORMED WITH THE COB AND ENGINEER. 3.ALL CONSTRUCTION WILL CONFORM TO MPWSS, (LATEST) EDITION, AND COB MODIFICATIONS TO MPWSS. 4.ANY EXISTING OR NEW VALVES WHICH CONTROL THE COB'S WATER SUPPLY SHALL BE OPERATED BY COB PERSONNEL ONLY. 5.THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 24-HOURS PRIOR TO BEGINNING ANY WORK. 6.CONTRACTOR SHALL FIELD-VERIFY LINE AND GRADE OF EXISTING CONNECTIONS. 7.FITTINGS SHALL BE MECHANICALLY RESTRAINED USING MEGALUG RESTRAINTS OR THRUST BLOCKS, OR EQUIVALENT. IF RESTRAINED FITTINGS ARE USE, PIPE NEAR FITTING SHALL BE RESTRAINED ACCORDING TO RESTRAINT TABLE IN DETAIL SHEETS. 8.TRACER WIRE SHALL BE USED WHERE THERE IS A BEND BETWEEN VALVES. 9.WRAP ALL NEW DUCTILE IRON WATER PIPE WITH V-BIO ENHANCED POLYETHYLENE ENCASEMENT PER MANUFACTURES STANDARDS AND RECOMMENDATIONS. SEWER AND WATER PIPELINE AND ACCESS EASEMENT 5 2 O O O O S S S SOHPOHPOHP BPBPBPD WS WS WS WS WS WS 8W8W8W8W8W8W8W8W8W8W8W8WFIRE FIREFIREFIREFIREFIRESD SD SD SD SD SD SD SD SD 15SD12SD12SD12SD12SD12SD12SD12SD15SDDYHSDS S S SOHPOHPOHP BPBPBP0+001+ 0 0 2+002+14PI: 0+61 .32 PI : 1 + 8 0 . 7 2 90 DEG BEND STA 1+77.6 8X6 TEE STA 0+20.0 22.5 DEG BEND STA 0+61.6 22.5 DEG BEND STA 1+78.7 90 DEG VERT. BEND STA 2+04.2 8X6 TEE STA 1+81.7 1+002+00 PI: 0+ 9 2. 7 9 PI: 1+77 .67 2+00 90 DEG BEND STA 0+92.7 8X4 TEE STA 1+84.7 8X4 TEE STA 0+20.0 ±5° PIPE DEFLECTION ±5° PIPE DEFLECTION 4" DUCTILE WATER SERVICE 4875 4880 4885 4890 4895 4900 4905 4875 4880 4885 4890 4895 4900 4905 FG-4892.57EG-4892.570+00 FG-4893.19EG-4893.19FG-4893.35EG-4893.350+50 FG-4893.46EG-4893.46FG-4893.39EG-4893.391+00 FG-4893.02EG-4893.02FG-4892.41EG-4892.411+50 FG-4891.32EG-4891.32FG-4890.52EG-4890.522+00 FG-EG-FG-EG-2+50 FINISH FLOOR = 4893.00 PROPOSED FINISHED GROUND AT CENTERLINE OF WATER SERVICES (TYP) EXISTING GROUND SURFACE (TYP) REFER TO STRUCTURAL DRAWINGS FOR FOUNDATION DETAILS MIN. 6.5' COVER (TYP.) FOR OS&Y VALVE INSTALLATION SEE DETAIL STA 0+20.0 8X6 TEE 8" INV = 4883.96 STA 0+26.0 6" GATE VALVE INV = 4884.04 STA 0+61.6 22.5 DEG BEND 6" INV = 4884.04 STA 1+78.7 22.5 DEG BEND 6" INV = 4884.04 STA 2+04.2 90 DEG VERT. BEND 6" INV = 4884.04 INSULATION (SEE DETAIL) STORM CROSSING 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 WALLKnow what's below. before you dig.Call R PROFILE SCALE HORIZONTAL SCALE:1" = 30' VERTICAL SCALE:1" = 3' 11x17 HORIZONTAL SCALE: 1" = 60' 11x17 VERTICAL SCALE:1" = 6' FIRE SERVICE LINE STATION 0+20 TO 2+00 INSTALL ± 180 LF OF 6" CLASS 51 DIP AWWA C151 TYPE A TRENCH BACKFILL TYPE 1 PIPE BEDDING 11x17 HORIZONTAL SCALE: 1" = 60' GRAPHIC SCALE 0 (IN FEET) 15 301530 1 INCH = 30 FT 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, 6TH EDITION DATED APRIL 2010 (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.INSTALL V-BIO WRAP ON ALL NEW DUCTILE IRON WATER PIPE. FOLLOW ALL MANUFACTURER'S INSTALLATION SPECIFICATIONS. 12.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. 13.THE SIX INCH (6") FIRE SERVICE LINE SHALL BE INSTALLED IN ACCORDANCE WITH THE CITY OF BOZEMAN FIRE SERVICE LINE STANDARDS. THIS PLAN IS FOR CONSTRUCTION OF THE SIX INCH (6") FIRE SERVICE LINE FROM THE PROPOSED WATER MAIN TO THE OS&Y VALVE IN THE BUILDING. 14.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". 15.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. 16.ALL TRENCH BACKFILL WITHIN MAIN STREET R.O.W. SHALL BE FLOWABLE FILL, IN ACCORDANCE WITH CURRENT CITY OF BOZEMAN OR MPWSS, IN THAT ORDER. GENERAL NOTES: STATE OF MONTANA COMBINED STATE LABS FIRE SERVICE LINE PARCEL D OF C.O.S. 1243A, S14, T2S, R5E, PRINCIPAL MERIDIAN, CITY OF BOZEMAN, GALLATIN COUNTY, MONTANA ZONED: PLI CLASS I SYSTEM SYSTEM CLASSIFICATION: ACCORDING TO THE NFPA 24, A FLOW RATE OF 880 GALLONS PER MINUTE IS REQUIRED FOR FLUSHING OF A 6-INCH FIRE SERVICE LINE. THEREFORE, THE INSTALLING CONTRACTOR MUST PROVIDE AN ORIFICE SIZE REQUIRED TO MEET THIS REQUIREMENT BASED ON THE CURRENT PARAMETERS OF THE SYSTEM. THE INSTALLING CONTRACTOR MUST VERIFY THE MINIMUM REQUIRED ORIFICE SIZE WITH THE CERTIFYING ENGINEER AND CITY OF BOZEMAN PRIOR TO CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING FLOW TEST DATA AND PREPARING HYDRAULIC CALCULATIONS. FLUSHING REQUIREMENTS: DETAIL NOT APPLICABLE PRO P O S E D B L D G FF = 4 8 9 3. 0 0 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.2026engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY P:\4458-LPW_ARCH\104 - VDL\ACAD\CIVIL\SHEETS\4458.104_WATER.DWG PLOTTED BY:CELINE SAUCIER ON Jun/09/2026 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 STATE OF MONTANA COMBINED LABS NEW AAL, VDL AND MSU WOOL LABS BOZEMAN MT FIRE SERVICE LINE 4458.104 211 C5.4 CM KDJ KDJ 5/23/2023 SUPPORT AND CORRESPONDING ANCHOR SUPPORT ANCHOR TUBE SIZE WEIGHT WALL THICKNESS TUBE SIZE WEIGHT WALL THICKNESS 2" X 2"2.42 LB / FT 0.105" (12 GAUGE)2-1/2" X 2-1/2"18.4 LB / EA 0.188" (7 GAUGE) NOTES: 1.STEEL POSTS SHALL BE HOT-DIPPED IN GALVANIZED ZINC COATING AND FINISHED WITH CONVERSION COATING AND A CLEAR ORGANIC TOP COAT. 2.WHEN FASTENING POST TO ANCHOR, INSERT CORNER BOLT HEAD FROM OPPOSITE SIDE OF EXPECTED IMPACT. INSERT DRIVE RIVET INTO OPPOSITE SIDE FOR ADDITIONAL STABILITY. 3.ALTERNATE CRASH TESTED AND APPROVED BREAKAWAY DEVICES MAY BE USED AS AN OPTION AS APPROVED BY THE ENGINEER. 2" (MAX) 2'-6" 4" 1'-0" 7/16" DIA HOLES SPACED ONE INCH (1") ON-CENTER GROUND LEVEL INSERT SIGN POST 18" INTO ANCHOR 2-1/2" OR 3" SQUARE, NON-PERFORATED STEEL HEAVY DUTY BREAKAWAY ANCHOR CONCRETE FOUNDATION (CLASS M-3000 MINIMUM &1' DIA x 2'-6" MINIMUM) NATIVE GROUND 2" OR 2-1/2" SQUARE PERFORATED GRADE 50 STEEL POST SHIMS ARE NOT TO BE USED FASTEN POST TO ANCHOR WITH 5/16" STEEL (STAINLESS OR ZINC PLATED) CORNER BOLT, FLAT WASHER, & NUT (SEE NOTE 2 BELOW) 2-1/2" X 2-1/2"3.14 LB / FT 0.105" (12 GAUGE)3" X 3"23.0 LB / EA 0.188" (7 GAUGE) RESERVED PARKING VAN ACCESSIBLE $100 FINEPERMIT REQUIRED RESERVED PARKING $100 FINEPERMIT REQUIRED 5'-0" 1" 18" 6" 12" 1"6" 1"6" STANDARD ACCESSIBLE PARKING SPACE SIGN ASSEMBLY VAN ACCESSIBLE PARKING SPACE SIGN ASSEMBLY 18" 12" $100 FINE PERMIT REQUIRED 1.5" 0.5" 1" 1.5" 1.5" 12" $100 FINE PLAQUE DETAIL NOTES: 1.SIGNS SHALL BE MOUNTED TO POST OR BUILDING USING NEOPRENE, FIBROUS, OR OTHER APPROVED NON-METALLIC WASHERS. R7-8NA (NO ARROW) 12" x 18" R7-8NA (NO ARROW) 12" x 18" "$100 FINE" PLAQUE 12" x 6" R7-8A 12" x 6" "$100 FINE" PLAQUE 12" x 6" 2" SQUARE PERFORATED GRADE 50 STEEL POST FINISHED GROUND SURFACE WHITE BACKGROUND SIGN BLANK & BORDER SAME AS R7-8A 1.5" GREEN SERIES D LETTERS 1" GREEN SERIES D LETTERS SIGN POST FOUNDATION PER DETAIL 1 THIS SHEET NATIVE GROUND 28" MINIMUM 24" MINIMUM*** BLUE PAINT*** ±5'-2" ±4'-8" ** WHITE PAINT - STROKE WIDTH = 3" (MIN) REFER TO "STANDARD HIGHWAY SIGNS, 2004 EDITION" APPENDIX (PAGE 6-31) FOR HANDICAPPED SYMBOL DESIGN PER PLAN 1'-0"9" (MIN) 6" (MIN) 9" 21 4" 2'-0" 41 2" [0.38']51 2" [0.45] 6" (MIN) 6" (MIN) 4" R 3" R 3/4" PER 1' SLOPE TOPSOIL OR PAVEMENT AS NOTED ON PLAN COMPACTED BACKFILL/BASE MATERIAL PER PLAN COMPACTED SUBGRADE COMPACTED CRUSHED BASE COURSE MATERIAL FINISHED ASPHALT SURFACE TO BE 1/8" TO 1/4" ABOVE GUTTER LIP LAYDOWN CURB 6" (MIN)6" (MIN) 6" (MIN) 4" R 3" R 1/2" PER 1' SLOPE 2" 9" 612" [0.53']7" [0.58'] 2'-0" COMPACTED SUBGRADE COMPACTED CRUSHED BASE COURSE MATERIAL FINISHED ASPHALT SURFACE TO BE FLUSH WITH GUTTER LIP PER PLAN 1'-0" 6" (MIN) TOPSOIL OR PAVEMENT AS NOTED ON PLAN COMPACTED BACKFILL/BASE MATERIAL PER PLAN LAYDOWN CURB NOTES: 1.BASE COURSE AND SUBGRADE SHALL BE COMPACTED TO A MINIMUM OF 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D 698. 2.CONTRACTION JOINTS SHALL BE PLACED AT TEN FOOT (10') MINIMUM INTERVALS AND SHALL HAVE A MINIMUM DEPTH OF THREE-QUARTER INCH (3/4") AND WIDTH OF ONE-EIGHTH INCH (1/8"). 3.ONE-HALF INCH (1/2") EXPANSION JOINT MATERIAL SHALL BE PLACED AT ALL PC'S, PT'S, CURB RETURNS, AND AT NOT MORE THAN 300' INTERVALS. THE EXPANSION JOINT MATERIAL SHALL EXTEND THROUGH THE FULL DEPTH OF THE CURB AND GUTTER. 4.NO CURB AND GUTTER SHALL BE PLACED WITHOUT A FINAL FORM INSPECTION BY THE OWNER THEIR AUTHORIZED REPRESENTATIVE, AND/OR THE CITY OF BOZEMAN (AS REQUIRED). 5.CONCRETE SHALL BE CLASS M-4000. 6.CONTRACTOR SHALL BACKFILL CURB WITHIN SEVEN (7) DAYS OF PLACEMENT. 3" 12" 6" (MIN) DEPTH SCARIFIED, MOISTURE CONDITIONED, & RECOMPACTED SUBGRADE TO 95% PER GEOTECH REPORT NOTES: 1.PRIOR TO PLACEMENT OF THE BASE COURSE, THE EXPOSED SUBGRADE SHALL BE SCARIFIED TO A MINIMUM DEPTH OF SIX INCHES (6") BELOW EXISTING GRADE, MOISTURE CONDITIONED, AND RECOMPACTED TO 95% (MINIMUM) OF MAXIMUM DENSITY AS DETERMINED BY ASTM D 698. 2.AGGREGATE SUB-BASE COURSE SHALL CONFORM TO SECTION 02234 OF THE MPWSS AND INCORPORATE A MAXIMUM PARTICLE SIZE OF SIX INCHES (6"). 3.AGGREGATE BASE COURSE SHALL CONFORM TO SECTION 02235 OF THE MPWSS AND INCORPORATE A MAXIMUM PARTICLE SIZE OF ONE AND ONE-HALF INCHES (1-1/2"). 4.AGGREGATE BASE COURSE SHALL BE COMPACTED TO A MINIMUM OF 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D 698. 5.ASPHALT SHALL BE TYPE B OR APPROVED EQUAL WITH PERFORMANCE GRADE 58-28 BINDER IN ACCORDANCE WITH AASHTO MP1 COMPACTED TO A MINIMUM OF 97% OF THE MARSHALL UNIT WEIGHT. 6.THE FINISHED SURFACE MUST BE FREE OF RUTS, DEPRESSIONS, OR OTHER SURFACE DEFECTS EXCEEDING ONE-QUARTER INCH (1/4") AS MEASURED WITH A TEN FOOT (10') STRAIGHT EDGE PARALLELING THE FINISHED SURFACE. MAKE CORRECTIONS BY SCARIFYING AND RELAYING THE MIXTURE AT CONTRACTOR EXPENSE. ASPHALT CONCRETE PAVEMENT NATIVE GROUND MIRAFI 600X SUBGRADE SEPARATION FABRIC OR ENGINEER APPROVED EQUAL 6" MINIMUM DEPTH OF 1-1/2" MINUS CRUSHED BASE COURSE MINIMUM DEPTH OF 6" MINUS PITRUN 12" 4:1 GRAVEL SHOULDER WHERE SHOWN ON PLANS 44" (MIN) CLASS M-4000 CONCRETE 6"(MIN) 1" MINUS CRUSHED LEVELING COURSE MATERIAL NOTES: 1.FOR SIDEWALK ADJACENT TO BUILDING DOOR/FOUNDATION WALLS, PLACE 24" OF STRUCTURAL FILL UNDER CRUSHED ROCK FOR 10'-0" AWAY FROM BUILDING DOOR/FOUNDATION WALLS. 2.SPACE CONTRACTION JOINTS TO MATCH THE WIDTH OF SIDEWALK. 3.INSTALL EXPANSION JOINT MATERIAL AT EVERY FIFTH JOINT FOR THE FULL DEPTH OF CONCRETE. 4.FINISH CONCRETE WITH LIGHT BROOM FINISH. 5.INCREASE CONCRETE THICKNESS TO ACCOUNT FOR GRATE THICKNESS AT BUILDING ENTRIES 2% MAX CROSS SLOPE COMPACTED SUBGRADE (95%) sieve 1" 3/4" 3/8" No.4 % passing 100 90-100 10-55 0-10 6"(MIN) REINFORCED CLASS M-4000 CONCRETE W/ #4 REBAR (18" O.C. EACH WAY) 1'-0"(MIN) OF 1-1/2" MINUS CRUSHED BASE COURSE NOTES: 1.PRIOR TO PLACEMENT OF THE BASE COURSE, THE EXPOSED SUBGRADE SHALL BE SCARIFIED TO A MINIMUM DEPTH OF SIX INCHES (6") BELOW EXISTING GRADE, MOISTURE CONDITIONED, AND RECOMPACTED TO 95% (MINIMUM) OF MAXIMUM DENSITY AS DETERMINED BY ASTM D 698. 2.AGGREGATE BASE COURSE SHALL CONFORM TO SECTION 02235 OF THE MPWSS AND INCORPORATE A MAXIMUM PARTICLE SIZE OF ONE AND ONE-HALF INCHES (1-1/2"). 3.AGGREGATE BASE COURSE SHALL BE COMPACTED TO A MINIMUM OF 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D 698. 4.SPACE CONTRACTION JOINTS TO MATCH THE WIDTH OF SIDEWALK. 5.INSTALL EXPANSION JOINT MATERIAL AT EVERY FIFTH JOINT FOR THE FULL DEPTH OF CONCRETE. 6.FINISH CONCRETE WITH LIGHT BROOM FINISH. 2% MAX CROSS SLOPE MIRAFI 600X SUBGRADE SEPARATION FABRIC OR ENGINEER APPROVED EQUAL 6"(MIN) DEPTH SCARIFIED MOISTURE CONDITIONS, & 95% RECOMPACTED SUBGRADE NATIVE GROUND 18" 12" RESERVED PARKING MSU PARKING PERMIT REQUIRED6"0.500.501.002.00 2.00 0.380.500.992.000.620.610.02Catch Ped Ramp Catch Curb 0.500.522.000.15Spill Ped Ramp Spill Curb 1/4" BELOW TOP OF NEW PAVEMENT SURFACE 3'-0" (MIN) PAVED AREAS: INSTALL HEAVY DUTY MONUMENT BOX, SIMILAR TO CAIRD ENG. NO. 50608-1 LANDSCAPED AREAS: SEE DETAIL 2 ON THIS SHEET. PAVING & GRAVEL AS REQUIRED SEAL JOINT WITH RAM-NEK 8" x 3' ROUND CONCRETE SLAB SLIP HUB TO THREADED ADAPTER THREADED PLUG FROST EXPANSION SLEEVE CLEANOUT PIPE - 4" Ø PVC 45° BEND NON-SHRINK BACKFILL END OF TRENCH VERIFY PIPE SIZE PER PLAN DIMENSIONS END OF LINE CLEANOUT (IF REQUIRED) USE PLUG 8" 6" MIN 12" MAX 4'-0" 2" THICK SAND CUSHION GRANULAR BEDDING MATERIAL (TYP) WATER OR SEWER LINE TRENCH BOTTOMTRENCH WALLTRENCH WALLALT. "B" INSTALLATION (TOP & BOTH SIDES): 4" THICK INSULATION BOARD - 8' MIN LENGTH ALONG WATER OR SEWER LINEALT. "A" (TOP ONLY) INSTALLATION (TOP ONLY): 4" THICK x 8' WIDE INSULATION BOARD CENTERED OVER WATER OR SEWER LINE - 8' MIN LENGTH ALONG WATER OR SEWER LINE * FOR CULVERT CROSSINGS, PROVIDE 18" MIN VERTICAL SEPARATION BETWEEN CULVERT AND WATER OR SEWER LINE * 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.2026engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY P:\4458-LPW_ARCH\104 - VDL\ACAD\CIVIL\SHEETS\4458.104_DETAILS.DWG PLOTTED BY:CELINE SAUCIER ON Jun/09/2026 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 STATE OF MONTANA COMBINED LABS NEW AAL, VDL AND MSU WOOL LABS BOZEMAN MT SITE DETAILS 4458.104 212 C6.1 CM KDJ KDJ 5/23/2023 1 ADDENDUM 4 - VE & CITY CHANGES 9/1/23 KDJ Xref N:\4458\104 - VDL\ACAD\XREF-KDJ_Stamp.dwg SCALE: 1" = 1'-0" SINGLE SQUARE TUBE BREAKAWAY SIGN POST INSTALLATION DETAIL SCALE: 1/2" = 1'-0" ACCESSIBLE PARKING SIGN INSTALLATION DETAIL SCALE: 1/2" = 1'-0" ACCESSIBLE PARKING PAVEMENT MARKING DETAIL SCALE: 1" = 1'-0" CURB AND GUTTER DETAILS STANDARD CATCH CURB & GUTTER STANDARD SPILL CURB & GUTTER SCALE: 1/2" = 1'-0" LIGHT CONCRETE SECTION - PEDESTRIAN AREAS SCALE: 1/2" = 1'-0" HEAVY CONCRETE SECTION - TRUCK TRAFFIC AREAS SCALE: NTS RESERVED PARKING SIGN INSTALLATION DETAIL CURB MODELING DIMENSIONS SCALE: 1/4" = 1'-0" STANDARD DUTY BITUMINOUS PAVEMENT DETAIL PVC CLEANOUT 2" 3" MIN.GRADE PVC CLEANOUT WITH THREADED PLUG 10" ROUND VALVE BOX, GREEN, WITH LOCKING LID, CENTERED OVER CLEANOUT GRAVEL BEDDING & BACKFILL 2" 2" FINISHED NOT TO SCALE CLEANOUT BOX - LANDSCAPED AREAS NOT TO SCALE SANITARY SEWER & STORM DRAIN CLEANOUT DETAIL NOT TO SCALE PIPE INSULATION 1 "C" "B""A" 6" "C" REBAR ANCHOR CONCRETE ANCHORS NOTE: COAT ROADS WITH "KOPPERS" BITUMASTIC NO. 50 COATING OR EQUAL. THRUST BLOCK DIMENSIONS ANCHOR ROD SIZE VALVE SIZE 100 PSI A B C 150 PSI A B C 200 PSI A B C 250 PSI A B C 300 PSI A B C 1/2"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" REBAR ANCHOR CONCRETE ANCHORS NOTE: COAT ROADS WITH "KOPPERS" BITUMASTIC NO. 50 COATING OR EQUAL. THRUST BLOCK DIMENSIONS ANCHOR ROD SIZE VALVE SIZE 100 PSI A B C 150 PSI A B C 200 PSI A B C 250 PSI A B C 300 PSI A B C 1/2"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. *CONCRETE THRUST BLOCK MINIMUM OF 1/2 CUBIC YARD WASHED GRAVEL UNDISTURBED EARTH GROUND LINE ELEVATIONS AS SHOWN ON PLANS OR 0.2' ABOVE TOP OF CURB GRADE INSTALL PLUMB WITH PUMPER NOZZLE FACING STREET NEW HYDRANT TO BE MUELLER SUPER CENTURION 250 OR WATEROUS PACER MINIMUM 4'-0" CLEAR ALL AROUND (TREES, HEDGES, BUSHES, ETC.) ADJUSTABLE SCREW TYPE VALVE BOX WITH LID 8'-0" (MAX) 3'-0" (MIN) TO BACK OF CURB MINIMUM OF 6.5' COVER TO MAIN LINE JOINT AS REQUIRED FOR PIPE SPECIFIED NEW 6" AUXILIARY GATE VALVEFLANGE JOINT *MEGA-LUG OR APPROVED EQUAL JOINT RESTRAINTS MAY BE USED IN LIEU OF CONCRETE THRUST BLOCK *CONCRETE THRUST BLOCK MINIMUM OF 1/2 CUBIC YARD WASHED GRAVEL UNDISTURBED EARTH GROUND LINE ELEVATIONS AS SHOWN ON PLANS OR 0.2' ABOVE TOP OF CURB GRADE INSTALL PLUMB WITH PUMPER NOZZLE FACING STREET NEW HYDRANT TO BE MUELLER SUPER CENTURION 250 OR WATEROUS PACER MINIMUM 4'-0" CLEAR ALL AROUND (TREES, HEDGES, BUSHES, ETC.) ADJUSTABLE SCREW TYPE VALVE BOX WITH LID 8'-0" (MAX) 3'-0" (MIN) TO BACK OF CURB MINIMUM OF 6.5' COVER TO MAIN LINE JOINT AS REQUIRED FOR PIPE SPECIFIED NEW 6" AUXILIARY GATE VALVEFLANGE JOINT *MEGA-LUG OR APPROVED EQUAL JOINT RESTRAINTS MAY BE USED IN LIEU OF CONCRETE THRUST BLOCK AS REQUIRED USING VARIABLE LENGTH SECTIONS AS REQUIRED MANHOLE STEPS AT 16" ON CENTER 24" OPENING FLAT SLAB COVER CUTOUTS AS REQUIRED PRECAST OR POURED-IN-PLACE BASE. POURED-IN-PLACE BASE, MINIMUM CONCRETE THICKNESS BELOW PIPE IS EIGHT INCHES (8"). PRECAST BASE, MINIMUM THICKNESS TO BE SIX INCHES (6"). POURED-IN-PLACE BASE TO EXTEND 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 BE WATERTIGHT. JOINTING MATERIAL SHALL BE "RAM-NEK" OR APPROVED EQUAL FOR ALL JOINTS EXCEPT BETWEEN PIPE AND MANHOLE WALL. 2.ADJUSTING RINGS AND CASTING SHALL BE CENTERED ON MANHOLE. 3.REMOVE SHIMS AND GROUT ANY GAPS BETWEEN THE CASTING, ADJUSTING RINGS, AND BARREL. REMOVE EXCESS GROUT. 4.GROUT ALL LIFTING HOLES IN BARREL. 5.ALL LATERAL PIPES SHALL BE FINISHED FLUSH WITH INNER BARREL WALL. MATCH TOP OF CURB ELEVATION EJIW 7030 SERIES CURB INLET FRAME, GRATE, & CURB HOOD VARIES - REFER TO PLAN FRAME AND COVER TO BE EITHER D&L A-1172 RING A-1178 COVER, EJIW 3771 / 3772 SERIES, OR APPROVED EQUAL (COVERS SHALL BE STAMPED WITH THE WORDS "SANITARY SEWER" AND HAVE TWO ONE-INCH (1") PICK HOLES) NOTE:FURNISH ONE-HALF INCH BY ONE-HALF INCH (1/2" x 1/2") NON-CORROSIVE STEEL ROD STEPS, TWELVE-INCHES (12") IN WIDTH, ENCASED WITH POLYPROPYLENE. ENSURE STEPS WITHSTAND 400 POUND VERTICAL LOADS AND 1,000 POUND PULL-OUT RESISTANCE. STEPS SHALL LINE UP ABOVE THE MANHOLE OUTLET. MANHOLE STEPS ON 16" CENTERS PRECAST REINFORCED CONCRETE MANHOLE RISER AND ECCENTRIC CONE TOP MANUFACTURED IN ACCORDANCE WITH ASTM DESIGNATION C-478 (TYPICAL FOR POURED-IN- PLACE BASES)SLOPE SHELF AT ONE INCH (1") PER FOOT TOWARD CHANNEL. POSITIVE SEAL PSX GASKETS FOR SANITARY SEWER PIPE CONNECTION REQUIRED. STORM DRAINS SHALL BE CONNECTED USING A RUBBER GROUTING RING. PRE-CAST CHANNEL FLOWLINE GROUT INVERT TO SPRINGLINE OF PIPE IF GAP BETWEEN PIPE AND CHANNEL IS GREATER THAN ONE-EIGHTH INCH (1/8") PRE-CAST OR POURED-IN-PLACE BASE NOTE: ·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. #4 BARS @ 1'-0" ON CENTER NOTE:ALL JOINTS BETWEEN MANHOLE SECTIONS, MANHOLE RING & TOP SECTION, AND AROUND SEWER PIPE INTO MANHOLE SHALL BE WATERTIGHT. JOINTING MATERIAL SHALL BE "RAM-NEK" OR APPROVED EQUAL FOR ALL JOINTS EXCEPT BETWEEN SEWER PIPE AND MANHOLE WALL. A A SLOPE SHELF AT 1" PER FOOT RADIUS OF MANHOLE SECTION A-A NOTE: STORM DRAIN MANHOLES SHALL NOT HAVE FORMED CHANNELS AND THE LOWEST PIPE INVERT SHALL BE NINE INCHES (9") HIGHER THAN THE BOTTOM OF THE MANHOLE. BOTTOM OF POND ELEV: 4883.36 13.2" SUMP 9" OUTLET PIPE 15" ADS "HP STORM" @ 0.50% INLET PIPE 15" ADS "HP STORM" FLAT 15" ADS "HP STORM" CUT SO ELEVATION EQUALS MAX WATER ELEVATION 15x15x15 PVC ELBOW 15" CAP/PLUG WITH 4" DIA. ORIFICE 4884.46 4884.86 4886.71 4882.11 4883.36 22.2" 4.00' 4.67' 32.2" MAX WATER ELEVATION 4884.86 SET UPSTREAM INLET ELEVATION AT 1.1' ABOVE POND BOTTOM BOTTOM OF POND ELEV: 4886.23 SUMP 12" OUTLET PIPE 15" ADS "HP STORM" @ 4.72% 4890 4885 4886 4.00' 4.67' 24" MAX WATER ELEVATION 4887.73 SET UPSTREAM INLET ELEVATION AT 1.5' ABOVE POND BOTTOM INLET PIPE 15" ADS "HP STORM" FLAT 4887.73 BOTTOM OF POND ELEV: 4887.06 SUMP 12" OUTLET PIPE 15" ADS "HP STORM" @ 0.87% INLET PIPE 15" ADS "HP STO R M " @ 4 . 2 1 % 4888 4890.08 4886 4887.5 4.00' 4.67' 30" MAX WATER ELEVATION 4888.56 SET UPSTREAM INLET ELEVATION AT 1.5' ABOVE POND BOTTOM BASIN PROFILE DIMENSIONS (FT, SQFT, CUFT) BASIN 1 BASIN 2 BASIN 3 BASIN INVERT 4887.06 4886.23 4883.36 WSE 4888.56 4887.73 4884.86 MIN. VOL.3620 875 4580 MTSE 4889.56 4888.73 4885.86 BOTTOM AREA 1515 1500 3600 GRAVEL ELEV. FROM EXISTING GROUND 4886.41 4883.41 4887.06 MAX WATER SURFACE ELEVATION = WSE RETENTION/DETENTION BASIN BOTTOM ELEVATION = BASIN INVERT 4:1 (MAX) TURF CUT SLOPE (BOTH SIDES) NATIVE GROUND (TYP) 4:1 (MAX) TURF FILL SLOPE 2.0' MAX TOP SURFACE ELEVATION = MTSE (1.0' FREEBOARD) WEIR OVERFLOW 0.5' BELOW TOP SURFACE (5' BOTTOM, 4:1 SIDE SLOPES) (VALID FOR DETENTION POND 3 ONLY) NOTES: 1.POND BOTTOMS SHALL BE EXCAVATED TO NATIVE GRAVELS AND BUILD UP TO WINTHIN 4 INCHES OF POND BOTTOM WITH NATIVE GRAVE MATERIAL IN ORDER TO PROVIDE INFILTRATION. 2.THE WEIR OVERFLOW SHALL BE CONSTRUCTED WITH 12 INCHES OF 6" MINUS PIT RUN UP TO WITHIN 4 INCHES OF FINISHED GRADE FOR ~40 (5 FEET PAST OUTLET PIPE). 3.THE TOP 4 INCHES OF POND FINISHED GRADE SHALL HAVE TOPSOIL PLACED AND SEEDED PER LANDSCAPE PLANS. 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.2026engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY P:\4458-LPW_ARCH\104 - VDL\ACAD\CIVIL\SHEETS\4458.104_DETAILS.DWG PLOTTED BY:CELINE SAUCIER ON Jun/09/2026 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 STATE OF MONTANA COMBINED LABS NEW AAL, VDL AND MSU WOOL LABS BOZEMAN MT WATER, SEWER & STORM DETAILS 4458.104 213 C6.2 CM KDJ KDJ 5/23/2023 Xref N:\4458\104 - VDL\ACAD\XREF-KDJ_Stamp.dwg NOT TO SCALE THRUST BLOCKING FOR WATER MAIN VALVES DETAIL02660-3 NOT TO SCALE FIRE HYDRANT DETAIL 02660-4 NOT TO SCALE STANDARD STRAIGHT MANHOLE DETAIL NOT TO SCALE ECCENTRIC MANHOLE DETAIL 02720-3 02720-4 *FURNISH ONE 5" STORZ CONNECTION PER BOZEMAN FIRE. 10" RECIEVING FITTINGS 90° VERTICAL BEND INV = 4888.8 REPLACE CONCRETE TO MATCH EXISTING GRADE INSERT DICHARGE PIPE INTO LARGER RECIEVING FITTING. 10" SCH. 40 PVC. CONNECT WITH FLEXIBLE RUBBER BOOT* TO MAINTAIN A WATER TIGHT SEAL. 4" PVC FROM BUILDING NOTE: *FLEXIBLE RUBBER CONNECTIONS DESIGNED TO BE EASILY REMOVED FROM WALL AND RECEIVING FITTING FOR CLEANING OUT LINES. NOT TO SCALE SURFACE RETENTION/DETENTION BASIN CROSS SECTION DETAIL NOT TO SCALE DETENTION POND 3 OUTLET STRUCTURE DETAIL NOT TO SCALE RETENTION POND 2 OUTLET STRUCTURE DETAIL NOT TO SCALE RETENTION POND 1 OUTLET STRUCTURE DETAIL SCALE: NTS ROOF DRAIN CONNECTION DETAIL SEE ARCHITECTURE/PLUMBING SHEETS FOR ADDITIONAL DETAILS