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Home My WebLink AboutNWX Apartments - Public InfrastructureLOT 12 1.40 acs.DYH DYH I SSS MW S S S TP TP TP WV WV WV WV WVWVWVWVWVWV WV WV WV WV WV WV WV WV WV WVWV WV EW EW EW EW EW ES ES ES ES ES ES ESD EW EW EW CO MW ESD ESD ESD ESD ESD ESD ESD TPTP TP TP 8S 8W8W8S8S8S 8S8W8W8W8W8W 8S 8S 8W 8W 8W 8W 8W SD D D D SDSDD D D D D SDSDSDD D D DD D D D D D P P PP PP P P P P P P P P P E E E E EE E E EEEEEEEE E E E E EEEEE E E E E EEEEEEE EEEEEE E EEEEEE EEEE E E E G G GGGGGGGG G G G G G G GG GGGGGGGG G G G GGGGGGGGGGGGGGGGGG G SDSD GSDD D SDSD 2.50' LOT 12 1.40 acs. N:\5305\008 - NW CROSSING MULTI FAMILY\ACAD\SHEETS\RECORD DRAWINGS\5305.008-C00-COVER.DWG PLOTTED BY:CHRIS MICHAEL ON Apr/25/2024 VERIFY COLOR! THIS SHEET IS INTENDED TO BE IN COLOR. RED, GREEN AND BLUE WILL BE VISIBLE IF REPRODUCED CORRECTLY. ©T his d o c u m e n t w a s p r e p a r e d b y Mo rr ison-Maierle, In c. and ma y contain co nfid e nt ial or p rivi leg ed inf or mation . Morrison-Maierle, Inc. retains all common law, statutory, and reserved rights including the copyright thereto. Unauthorized use of this d ocume n t or cha n ges ar e str i c tly 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 . PREPARED BY: PROJECT LOCATION SET NO. MORRISON-MAIERLE PROJECT NO. 5305.008 APPROVED BY: MATT EKSTROM, P.E. Project Manager QUALITY ASSURANCE PROJECT MANAGER OFFICE QUALITY ASSURANCE COORDINATOR PEER REVIEWER Q.A. APPROVAL DATE Q.A. PROJECT NUMBER engineers surveyors planners scientists MorrisonMaierle engineers surveyors planners scientists MorrisonMaierle 2880 Technology Boulevard West, Bozeman, MT 59718 406.587.0721 www.m-m.net RECORD DRAWINGS PUBLIC INFRASTRUCTURE FOR NWX APARTMENTS BOZEMAN, MONTANA APRIL, 2024 VICINITY MAP NOT TO SCALE W. OAK ST.S. COTTONWOOD RD.BAXTER LN. SHEET INDEX SHEET TITLE C0.0 COVER C0.1 GENERAL NOTES C0.2 EXISTING SITE FEATURES C1.3 UTILITY PLAN C2.1 SEWER-NORTH C2.2 SEWER-SOUTH C3.1 WATER-NORTH C3.2 WATER-SOUTH C3.3 WATER-WEST C3.4 FIRE SERVICE STANDARD DETAIL C3.5 FIRE SERVICE PLAN- BLDG 1-3 C3.6 FIRE SERVICE PLAN- BLDG 4-6 C3.7 FIRE SERVICE PLAN- BLDG 7-9 C3.8 FIRE SERVICE PLAN- BLDG 10 AND 12 C3.9 FIRE SERVICE PLAN- BLDG 13-15 C3.10 FIRE SERVICE PLAN- BLDG 16-18 C5.4 DETAILS-SEWER C5.5 DETAILS-WATER W. OAK ST. WELLSPRING DRIVE ROSA WAYTWIN LAKES AVE.HARVEST P A R K W A Y MATT EKSTROM, P.E. JIM ULLMAN, P.E. JAMES NICKELSON, P.E. 7/8/2022 5305.008-088 04/15/2024 RECORD DRAWING HY DLEGEND EXISTING 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 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 4820 4819.00 PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR 4822 4821.00PERFPERFPROPOSED PERFORATED DRAIN PIPE IRRIG IRRIG PROPOSED IRRIGATION SLEEVE PROPOSED PRESSURIZED SAN SEWER SERVICESS FM SS FM FIRE FIRE PROPOSED FIRE SERVICE SF SF PROPOSED SILT FENCE 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 COB CITY OF BOZEMAN 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 DETAIL AND SECTION DESIGNATION A - X-X SECTION (LETTER) OR DETAIL (NUMERAL) DESIGNATION DRAWING NUMBER (OR SAME DRAWING) ON DRAWING WHERE SECTION OR DETAIL IS TAKEN: DRAWING NUMBER WHERE SHOWN ON DRAWING WHERE SECTION OR DETAIL IS SHOWN: DRAWING NUMBER(S) WHERE TAKEN 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. 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.SITE TO BE ROUGH GRADED PRIOR TO INSTALLATION OF UTILITIES TO ASSURE 6.5 FEET (78 INCHES) OF MINIMUM COVER ON BURIED WATER PIPING OR DEEPER AS SPECIFIED. IF 6.5 FEET OF MINIMUM COVER CANNOT BE OBTAINED, INSULATION OF BURIED WATER PIPING MAY BE REQUIRED. 6.GENERAL CONTRACTOR SHALL HAVE APPROVAL OF ALL GOVERNING AGENCIES HAVING JURISDICTION OVER ANY UTILITY SYSTEM PRIOR TO INSTALLATION. 7.CONTRACTOR TO COORDINATE WITH CITY ENGINEER PRIOR TO CONNECTING TO EXISTING WATER LINES OWNED AND MAINTAINED BY THE CITY OF BOZEMAN. 8.ALL WATER VALVES OWNED AND OPERATED BY THE CITY OF BOZEMAN SHALL BE OPERATED BY CITY OF BOZEMAN PUBLIC WORKS DEPARTMENT PERSONNEL ONLY. 9.SEWER AND WATER CONNECTIONS SHALL BE PERFORMED BY A LICENSED PLUMBER. 10.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. 11.ALL GRAVITY SANITARY SEWER PIPING SHALL BE SDR 35 PVC IN ACCORDANCE WITH ASTM D 3034, UNLESS OTHERWISE NOTED. 12.FIRE SERVICE PIPE MATERIAL SHALL BE CLASS 51 DUCTILE IRON MEETING AWWA C151. 13.DOMESTIC WATER SERVICE PIPE MATERIAL SHALL BE CLASS 51 DUCTILE IRON MEETING AWWA C151. 14.DIMENSIONS SHOWN ARE TO CENTERLINE OF PIPE OR FITTING. 15.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. 16.LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION POINTS. 17.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. 18.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, CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS, OR MUST HAVE MECHANICALLY RESTRAINED JOINTS WHERE INDICATED ON THE PLANS. 19.ALL VALVES SHALL BE INSTALLED WITH THRUST BLOCKING AND VALVE BOXES IN ACCORDANCE WITH MPWSS AND CITY OF BOZEMAN STANDARDS. 20.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. 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 CITY ENGINEERING CITY OF BOZEMAN ENGINEERING DIVISION 20 EAST OLIVE STREET BOZEMAN, MT 59715 GRIFFIN NIELSEN (406) 582-2279 gnielsen@bozeman.net CITY PLANNING & ZONING CITY OF BOZEMAN PLANNING DEPARTMENT DANIELLE GARBER (406) 582-2260 dgarber@bozeman.net WATER & SANITARY SEWER CITY OF BOZEMAN WATER & SEWER DIVISION 121 NORTH ROUSE AVENUE BOZEMAN, MT 59715 JOHN ALSTON (SUPERINTENDENT) (406) 582-3200 jalston@bozeman.net ENGINEER OF CONTENT MORRISON-MAIERLE, INC. 2880 TECHNOLOGY BLVD W PO BOX 1113 BOZEMAN, MT 59771-1113 MATT EKSTROM, PE (406) 587-0721 mekstrom@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 20 EAST OLIVE STREET BOZEMAN, MT 59715 PROJECT ARCHITECT DEVELOPER BLACKRIDGE COMPANIES 1735 SOUTH 19TH AVENUE, STE B PO BOX 11890 BOZEMAN, MT 59719 WILL RALPH, PE, LEED AP (DIRECTOR OF DEVELOPMENT) (406) 582-8100 wralph@blackridgeco.com Know what's below. before you dig.Call R GENERAL NOTES C0.1.MEECPK OWNER: DATE: SHEET TITLE: OWNER: DATE: SHEET TITLE:CHECKED BY:DRAWN BY:NWX APARTMENTS- AN ICON COMMUNITYBOZEMAN, MONTANABLACKRIDGE COMPANIES 1735 SOUTH 19TH AVE SUITE B BOZEMAN, MT 59718 OFFICE: 406.582.8100 FAX: 406.582.8108 244 North College Avenue #130 Fort Collins, Colorado 80524 P 970.409.3414 www.norris-design.com 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. RECORD DRAWING NOTE NORRIS DESIGN 244 N. COLLEGE AVE. #130 FORT COLLINS, CO 80524 KELLEY SAVAGE (970) 409-3414 ksavage@norris-design.com 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); THE CITY OF BOZEMAN MODIFICATIONS TO THE 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 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 ENGINEER AND THE CITY, COUNTY, AND/OR STATE INSPECTOR 48 HOURS PRIOR TO COMMENCING CONSTRUCTION AND 24 HOURS 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 BUSINESSES. 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. 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. 12.CONSTRUCTION WORK ZONE TRAFFIC SIGNS SHALL BE FURNISHED, INSTALLED, AND MAINTAINED IN ACCORDANCE WITH APPLICABLE REQUIREMENTS OF THE REGULATORY AGENCIES HAVING JURISDICTION. A TRAFFIC CONTROL PLAN, PREPARED BY THE CONTRACTOR, MAY BE REQUIRED BY THE CITY OR STATE. "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 LOCAL REGULATIONS. 13.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. 14.SURFACE SOILS WITHIN THE PROJECT LIMITS CONTAINING ROOTS AND ORGANIC MATTER SHALL BE STRIPPED DOWN AND STOCKPILED OR DISCARDED AS DIRECTED BY THE OWNER OR ENGINEER. SOIL BORING INFORMATION IS PROVIDED IN THE "REPORT OF GEOTECHNICAL INVESTIGATION:" PREPARED BY TD&H , JANUARY 2022.. DEEPER STRIPPING WHERE REQUIRED TO REMOVE WEAK SOILS OR ACCUMULATIONS OR ORGANIC MATTER, SHALL BE PERFORMED WHEN DETERMINED BY THE ENGINEER OR OWNER'S AUTHORIZED REPRESENTATIVE. STRIPPING SHALL BE REMOVED FROM THE SITE OR STOCKPILED AT A LOCATION DESIGNATED BY THE OWNER. 15.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. 16.NO STOPPING, PARKING, OR STORING OF CONSTRUCTION MATERIALS IN THE PUBLIC STREETS /ROADS, RIGHTS-OF-WAY, OR ANY DRIVEWAY IS ALLOWED. 17.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. 18.ASPHALT AND CONCRETE SHALL BE SAW CUT OR NEAT CUT AS APPROVED BY THE ENGINEER. 19.THE CONTRACTOR SHALL UTILIZE COMPACTION EQUIPMENT SUITABLE FOR THE SOIL TYPES AND SURFACE MATERIALS ENCOUNTERED ON THE PROJECT. 20.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: EAST MAIN STREET HOTEL - BOZEMAN, MONTANA" BY TD&H ENGINEERING DATED JULY 2018 (TD&H ENGINEERING JOB NO. B18-042-001). 21.CONCRETE SHALL BE CLASS M-4000 UNLESS OTHERWISE SPECIFIED. 22.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. 23.GRADE ELEVATIONS INDICATED BY "XX.XX" ON PLANS ARE +4700' TO PROJECT DATUM. 24.SIDE SLOPES FROM DRIVE AND PARKING AREAS SHALL BE 4:1 MAX UNLESS OTHERWISE SPECIFIED. 25.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. 26.CONTRACTOR IS RESPONSIBLE FOR PROJECT DUST CONTROL. 27.ACCESSIBLE ROUTES SHALL HAVE A MAXIMUM. RUNNING SLOPE OF 5%.RECORD DRAWINGPUBLIC INFRASTRUCTURE EXTENSIONS D DSDSDSDSDSDSDSD D D SD SDSDSDSDSDSDSDSDSDSDSD D SD SD SD SD SD SD SD D D SDSDSD SDSDSDSDSDD D D D SDSDSD SD SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD SD SD SD SDD D D D D D D SDSDSD D SDD SD SD SD SD SD SD SD SD SD SD ESESESESESESESESESESDYH DYH I S I SSS MW MW S S S S S TP TP TP TP WV WV WV WV WV WVWVWVWVWV WV WV WV WV WV WV WV WV WV WV WVWV WV WVEWEWEWEWEWEWEWEWEWEW ES ES ES ES ES ES ES ES ES ES ES ES ES ESDESDESD ESD ESD ESESESESESESESESESESEW EW EW EW EW EW EW EW EW EW EW EWEWEWE EWV CO MWMW MW MW MW MW MW ESD ESD ESD ESD ESD ESD ESD ESD ESD ESD ESD ESD ESD ESD ESD ESD ESD DESDESDTP TP TP TP 4735 4733 47344736 4737 473 8 4739 47304727 4728 472947314730 4726 4727 4728 4729 10.00' PUBLIC UTILITY EASEMENT (TYP.) 10.00' PUBLIC UTILITY EASEMENT (TYP.) 10.00' PUBLIC UTILITY EASEMENT (TYP.) 10.00' PUBLIC UTILITY EASEMENT 10.00' PUBLIC UTILITY EASEMENT (TYP.) 62.50' PUBLIC STREET AND UTILITY EASEMENT DOC. 2649280 10.00' PUBLIC UTILITY EASEMENT (TYP.) M 60 12030600 SCALE IN FEET EXISTING SITE FEATURES C0.2.TWIN LAKES AVENUEHARVEST P A R K W A Y ROSA WAYWELLSPRING DRIVE W. OAK STREETMEE OWNER: DATE: SHEET TITLE: OWNER: DATE: SHEET TITLE:CHECKED BY:DRAWN BY:NWX APARTMENTS- AN ICON COMMUNITYBOZEMAN, MONTANABLACKRIDGE COMPANIES 1735 SOUTH 19TH AVE SUITE B BOZEMAN, MT 59718 OFFICE: 406.582.8100 FAX: 406.582.8108 244 North College Avenue #130 Fort Collins, Colorado 80524 P 970.409.3414 www.norris-design.com 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. RECORD DRAWING NOTE BAXT E R DIT C H NOTES BY SYMBOL: 2 30FT WETLAND SETBACK 1 WETLAND BOUNDARY 50FT WETLAND SETBACK3 1 2 3 EXISTING STORM RETENTION POND COTTONWOOD ROAD(FUTURE)EXISTING STORM DRAIN EXISTING SEWER AND WATER MAIN STUBS EXISTING WATER MAIN EXISTING SEWER MAIN EXISTING WATER MAIN STUB EXISTING FIRE AND WATER SERVICES (TYP.) EXISTING SEWER SERVICE (TYP.) UTILITY EASEMENT UTILITY EASEMENT EXISTING GROUNDWATER DRAIN PIPE EXISTING GROUNDWATER DRAIN CLEANOUT (TYP.) EXISTING GROUNDWATER DRAIN PIPE PHASE 1 BOUNDARY PHASE 1 BOUNDARY PHASE 2 BOUNDARY EXISTING STREET LIGHT (TYP.)RECORD DRAWINGPUBLIC INFRASTRUCTURE EXTENSIONS MAILMAILFIREDOMEST I C FIREDOMESTIC >>>>>>>>>>>>>>> >> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>> >>>>> > >>>>>>DDSD SD SD SD SD SD SD DDSDSDSDSDSDSDSDSDSDSDSDSDDSDSDSDSDSDSDSDDDSDSDSDSDSDSD SD SD DDDDSD SD SDSDSDSD SD SD SD SD SD SDSDSDSDSDSDSDSDSDSDSDSD SDDDDDDDDSDSD SDDSDD SDSDSDSDSDSDSDSDSDSDDYHDYHSSSSSSSSTPTPTPTPWVWVWVWVWVWVWVWVWVWVWVWVWVWVWVWVWVWVWVWVWVWVWVWVEWEWEWEWEWEWEWEWEWEWEWESESESESESESESESESESESESESESESDESDESDEWEWEWEWEWEWEWCOESDESDESDESDESDESDESDESDESDESDESDESDESDESDTPTPTPTP8S8W 8W 8W 8W 8S 8S 8S 8S8S8S8S8S 8W8W8W8W8W8W8W8W8W8W8S8S8S8S8W8W8W8W8W8W8W8W8WFIREWSWS WSFIREWSFIRE WSSDSDDDDSDSDSDSD SD SDDDSDSDDD DSD SD SD SD SD SDD DSDDDDDDSDSDDSDDDPPPPPPPPPPPPPPPEEEEEEEEE EE EEEEEEEEEEEEEE E E E E EEEEEEEEEEEEEEEEEEEE E E E EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE E E E E EEEEEEEGGGG G G G G G G G G G G G G GGGGGGGGGGGG G GGG G G G G G G G G G G GGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGSDSDSDSDGGGSDDD SDSD2.50'BLDG 3BLDG 4BLDG 1BLDG 2BLDG 5BLDG 6BLDG 7BLDG 8BLDG 9BLDG 10BLDG 11BLDG 12BLDG 13BLDG 14BLDG 15BLDG 16BLDG 17EXISTING SEWERSERVICE STUB (TYP.)6"6"4"4"6"6"6"1PHASE 2 BOUNDARYUUBLDG 18M4728.874728.364728.806"NWX APARTMENTS - PHASE 2 -(SUBMITTED UNDER SEPARATE COVER)1.53/4"408020400SCALE IN FEETUTILITY PLANC1.3.TWIN LAKES AVENUEHARVEST PARKWAYROSA WAYWELLSPRING DRIVEW. OAK STREETMEE OWNER:DATE:SHEET TITLE:OWNER:DATE:SHEET TITLE:CHECKED BY:DRAWN BY: NWX APARTMENTS- AN ICON COMMUNITY BOZEMAN, MONTANABLACKRIDGE COMPANIES1735 SOUTH 19TH AVESUITE BBOZEMAN, MT 59718OFFICE: 406.582.8100FAX: 406.582.8108244 North College Avenue #130Fort Collins, Colorado 80524P 970.409.3414www.norris-design.comTHIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.RECORD DRAWING NOTEEXISTING STORM DRAIN (TYP.)EXISTING SEWER MAIN (TYP.)EXISTING WATER MAIN (TYP.)SEWER MAIN EXTENSIONSHEETS C2.1 &C2.2WATER MAIN EXTENSIONSEE SHEETS C3.1 - C3.34"4"4"6"6"6"6"6"6"6"6"6"4"4"4"4"4"4"4"4"6"6"6"6"6"6"6"6"6"6"4"4"4"4"1111.EXISTING SEWER SERVICE STUBS INSTALLED WITH THE SUBDIVISION INFRASTRUCTURE AREINSTALLED TO THE CITY OF BOZEMAN STANDARD LOCATION OF 8 FEET BEYOND THE PROPERTYLINE.2.EXISTING 4-INCH WATER SERVICE STUBS AND 6-INCH FIRE SERVICE STUBS INSTALLED WITH THESUBDIVISION INFRASTRUCTURE ARE INSTALLED TO THE PROPERTY LINE AND TERMINATE WITH AGATE VALVE.3.EXISTING 2-INCH WATER SERVICE STUBS INSTALLED WITH THE SUBDIVISION INFRASTRUCTURE AREINSTALLED TO THE CITY OF BOZEMAN STANDARD LOCATION OF 8FT BEYOND THE PROPERTY LINE.4.PROPOSED 4-INCH AND 6-INCH WATER SERVICES TO BE INSTALLED ON THE PROPOSED WATERMAIN EXTENSION WITHIN LOT 13 SHALL HAVE NEW GATE VALVE INSTALLED ON THE SERVICE AT THEMAIN.5.PROPOSED 2-INCH WATER SERVICES TO BE INSTALLED ON THE PROPOSED WATER MAINEXTENSION SHALL HAVE A NEW CURB STOP INSTALLED AS NOTED ON THE PLAN. CURB STOPSSHALL SHALL BE INSTALLED IN THE CONCRETE SIDEWALK WHEN POSSIBLE. DO NOT INSTALL CURBSTOPS IN PARKING AREAS.UTILITY NOTES:EXISTING WATER AND FIRESERVICE STUBS (TYP.)UTILITYEASEMENT(TYP.)PHASE 1 BOUNDARYUUUUUUEXISTING GROUNDWATERDRAIN CLEANOUT (TYP.)EXISTING GROUNDWATERDRAIN PIPE (TYP.)6.40'17.08'6.23'15.08'1TYPE A BUILDINGRISER ROOM DIMENSIONSSCALE: 1" = 5'2TYPE B AND C BUILDINGSRISER ROOM DIMENSIONSSCALE: 1" = 5'BUILDING # 3,4,5,6,17,18BUILDING # 1,2,7,8,10,12,13,14,15,16EXTERIOR DOOREXTERIOR DOOR4721.714721.454721.654729.424733.364733.114730.364724.804722.224720.544723.81XXX6"X1"2"2"6"6"NOTES BY SYMBOL:4" SDR 35 SEWER SERVICE6" SDR 35 PVC SEWER SERVICE6" DUCTILE IRON FIRE SERVICE4" DUCTILE IRON WATER SERVICE2" COPPER WATER SERVICE6"4"6"4"2"UNDERGROUND STORM WATER SYSTEM- SEE GRADING AND DRAINAGE SHEETS1UNDERGROUND GAS, ELECTRIC AND COMMUNICATIONSU4721.71EXISTING SEWER SERVICE STUB INVERT ELEVATIONTRANSFORMERNEW CURB STOPX1.5" COPPER WATER SERVICE1.51.51.51.51.5RECORD DRAWINGPUBLIC INFRASTRUCTURE EXTENSIONS MAILMAIL>>>>>>>> 8W 8W 8W 8W 8W 8W 8W 8W 8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8WFIREFIREFIREWSWSWSWS WS WSFIREFIRE WSWSFIREFIREDDSDSDSDSDSDSDSDSDSDSDDSD SD SD SD SD SD SD SD SD SD SDDSDSDSDSDSDDDSDSD SDSDWSFIREPEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEGGGGGGGGGGGGGGGGGGGSDSDSD SD SDDD 2.50'BLDG 5FF ELEV = 38.74BLDG 6FF ELEV = 39.370+001+00 2+00 3+00 4+008S8S8S8S8S8S8S8S8S8S8S8SSSSSSSSSSSSSSS S S SSMH-01STA 2+33.63SSMH-02STA 0+22.534" SEWER SERVICEPER COB STD DETAIL 02730-24" SEWER SERVICEPER COB STD DETAIL 02730-230.00'UTILITY EASEMENT30.00'UTILITY EASEMENTEXISTINGE-SSMH-1047254730473547404725473047354740SSMH-01INSTALL NEW 48" Ø MANHOLESTA 2+33.63RIM ELEV=4738.76INV OUT (E) = 4731.36INV IN (W) = 4731.56INV IN (S) = 4731.56DEPTH = 7.40'SSMH-02INSTALL NEW 48" Ø MANHOLESTA 0+22.53RIM ELEV=4737.26INV OUT (E) = 4732.53DEPTH = 4.73'207.11 LF 8" PVC @ 0.47%85.71 LF 8" PVC @ 0.46%E-SSMH-10RIM ELEV=4737.614" SEWER SERVICESTA 0+28.534" SEWER SERVICESTA 1+47.740+501+001+502+002+503+003+50EG CL-4736.57EG CL-4736.36EG CL-4736.29EG CL-4736.04EG CL-4735.83 EG CL-4735.80 EG CL-4735.80 EG CL-4735.71 EG CL-4735.34 EG CL-4734.90 EG CL-4734.14 EG CL-4734.28 EG CL-4734.88 EG CL-4735.24 EG CL-4735.40 FG CL-4737.27FG CL-4737.43FG CL-4737.62FG CL-4737.83FG CL-4737.98 FG CL-4738.11 FG CL-4738.23 FG CL-4738.43 FG CL-4738.68 FG CL-4738.80 FG CL-4738.50 FG CL-4738.17 FG CL-4737.86 FG CL- FG CL- INV-4732.52INV-4732.40INV-4732.29INV-4732.17 INV-4732.06 INV-4731.94 INV-4731.83 INV-4731.71 INV-4731.60 INV-4731.29 INV-4731.18 INV-4731.06 INV- INV- INV-PROPOSED 8" WATER MAIN8" WATER CROSSINGSTA. 2+22.16TOP = 4727.94MAINTAIN 18" MIN. SEPARATION6" WATER SERVICE CROSSINGSTA. 2+61.73TOP = 4728.37MAINTAIN 18" MIN. SEPARATION4" WATER SERVICE CROSSINGSTA. 2+64.24TOP = 4728.72MAINTAIN 18" MIN. SEPARATIONSTA 3+21.35ELEV = ±4730.97CONNECT TO EXIST. SEWER STUB83 LF PIPEINSULATIONSEWER-NORTHC2.1.TWIN LAKES AVENUEMEE OWNER:DATE:SHEET TITLE:OWNER:DATE:SHEET TITLE:CHECKED BY:DRAWN BY: NWX APARTMENTS- AN ICON COMMUNITY BOZEMAN, MONTANABLACKRIDGE COMPANIES1735 SOUTH 19TH AVESUITE BBOZEMAN, MT 59718OFFICE: 406.582.8100FAX: 406.582.8108244 North College Avenue #130Fort Collins, Colorado 80524P 970.409.3414www.norris-design.comTHIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.RECORD DRAWING NOTENORTH SEWER MAIN EXTENSIONINSTALL 293 LF 8" PVC SDR 35 SEWER PIPETYPE A TRENCH BACKFILLTYPE 1 BEDDINGEXISTING GROUNDPROPOSED FINISHED GRADE0VERT. SCALE IN FEET0HORIZ. SCALE IN FEET2.5551010202040RECORD DRAWING4731.38 (A.B.)4731.58 (A.B.)4731.58 (A.B.)PUBLIC INFRASTRUCTURE EXTENSIONS >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W WSWSFIREFIREFIREWSWSFIREWSWSWSWSWSWS FIREFIREFIRE D DSDSDSDSDSDSDSDSDSDSDSDSDSDSDD SDSDSDD SDSDSDDWSFIREEEE E E E E E E E E E E E E E EEEEEEEEEEE E 2.50' BLDG 3 FF ELEV = 39.34 BLDG 4 FF ELEV = 39.62 BLDG 2 FF ELEV = 40.13 BLDG 5 FF ELEV = 38.74 BLDG 6 FF ELEV = 39.37 0+001+002+003+00 4+00 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S SSSSSSSSSSSSSSS S S S S S S S S S S S S S S S S S S SSSSSSSSMH-04 STA 0+10.00 SSMH-03 STA 2+27.26 SSMH-01 STA 4+42.69 4" SEWER SERVICE PER COB STD DETAIL 02730-2 4" SEWER SERVICE PER COB STD DETAIL 02730-2 20.00' UTILITY EASEMENT 30.00' UTILITY EASEMENT 30.00' UTILITY EASEMENT 30.00' UTILITY EASEMENT 4730 4735 4740 4745 4730 4735 4740 4745 SSMH-04 INSTALL NEW 48" Ø MANHOLE STA 0+10.00 RIM ELEV=4738.43 INV OUT (E) = 4733.71 DEPTH = 4.72' 4" SEWER SERVICE STA 0+16.00 213.27 LF 8" PVC @ 0.46% 4" SEWER SERVICE STA 1+45.62 SSMH-03 INSTALL NEW 48" Ø MANHOLE STA 2+27.26 RIM ELEV=4738.55 INV OUT (N) = 4732.53 INV IN (W) = 4732.73 DEPTH = 6.02' 211.43 LF 8" PVC @ 0.46% SSMH-01 INSTALL NEW 48" Ø MANHOLE STA 4+42.69 RIM ELEV=4738.76 INV OUT (E) = 4731.36 INV IN (W) = 4731.56 INV IN (S) = 4731.56 DEPTH = 7.40'EG CL-4739.02EG CL-4739.07EG CL-4739.20EG CL-4739.34EG CL-4739.34EG CL-4738.89EG CL-4738.36EG CL-4738.09EG CL-4738.07EG CL-4738.21EG CL-4737.75EG CL-4737.23EG CL-4737.05EG CL-4736.80EG CL-4736.50EG CL-4736.12EG CL-4735.70EG CL-4735.40EG CL-4735.09EG CL-4734.980+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 4+70FG CL-4738.46FG CL-4738.45FG CL-4738.50FG CL-4738.53FG CL-4738.70FG CL-4738.70FG CL-4738.69FG CL-4738.69FG CL-4738.64FG CL-4738.55FG CL-4738.46FG CL-4738.41FG CL-4738.42FG CL-4738.48FG CL-4738.42FG CL-4738.49FG CL-4738.64FG CL-4738.86FG CL-4738.63FG CL-4738.30INV-INV-4733.64INV-4733.53INV-4733.42INV-4733.30INV-4733.19INV-4733.08INV-4732.97INV-4732.85INV-4732.73INV-4732.43INV-4732.31INV-4732.20INV-4732.09INV-4731.98INV-4731.86INV-4731.75INV-4731.64INV-INV-PROPOSED 8" WATER MAIN 155 LF PIPE INSULATION WATER SERVICE CROSSING SEWER-SOUTH C2.2.MEE OWNER: DATE: SHEET TITLE: OWNER: DATE: SHEET TITLE:CHECKED BY:DRAWN BY:NWX APARTMENTS- AN ICON COMMUNITYBOZEMAN, MONTANABLACKRIDGE COMPANIES 1735 SOUTH 19TH AVE SUITE B BOZEMAN, MT 59718 OFFICE: 406.582.8100 FAX: 406.582.8108 244 North College Avenue #130 Fort Collins, Colorado 80524 P 970.409.3414 www.norris-design.com 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. RECORD DRAWING NOTE SOUTH SEWER MAIN EXTENSION INSTALL 425 LF 8" PVC SDR 35 SEWER PIPE TYPE A TRENCH BACKFILL TYPE 1 BEDDING EXISTING GROUND PROPOSED FINISHED GRADE 0 VERT. SCALE IN FEET 0 HORIZ. SCALE IN FEET 2.55 5 10 1020 20 40 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.ALL SEWER MAINS SHALL HAVE A MINIMUM OF 4-FEET OF COVER. ALL SEWER MAINS WITH LESS THAN 5-FEET OF COVER SHALL BE INSULATED PER DETAIL 3 ON SHEET C5.4. 3.ALL SANITARY SEWER MANHOLES LESS THAN 6-FEET IN TOTAL HEIGHT SHALL HAVE A FLAT TOP. SANITARY SEWER MANHOLES WITH A TOTAL HEIGHT GREATER THAN SIX FEET SHALL HAVE AN ECCENTRIC CONE TOP SECTION. GENERAL NOTES:RECORD DRAWING4733.72 (A.B.)4731.38 (A.B.) 4731.58 (A.B.) 4731.58 (A.B.)PUBLIC INFRASTRUCTURE EXTENSIONS MAIL>>>>>>>>>>>>>>>>>>>>>>> > > > 8S 12S12S12S12S12S12S12S12S12S12S12S12S12S12SSDSDSDSDSDSDSDSDSDSDSDSDSD8W 8W 8W 8S 8S 8S 8S 8S 8W8W8W8W8W8W8W8W8S8S8S8S8S8S8S8W8W8W8W8W8W8W8W8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8WWSWSWSFIREFIREFIREFIREFIREWSWSWS FIREFIREWSWSSSSSD DSDSDSDSDSDSDSDSDSDSD D SDSDSDSDSDSDSDSDSDSDSDD DSDSDSDSDSD SD SD D DD SDSDSDSDFIREWSPEEEE E EEEEEEEE E E E E E E E EEEEEEEEEEE EEEEEEEEEEE EEEEEGGGGGGGGGGGGGGGG0+001+002+003+004+00BLDG 5 FF ELEV = 39.68 BLDG 6 FF ELEV = 39.22 30.00' PUBLIC UTILITY EASEMENT 30.00' 8 X 8 TEE STA 3+79.56 8 X 6 TEE STA 4+19.158 X 6 TEE STA 2+55.16 8 X 4 TEE STA 2+57.66 8 X 4 TEE STA 4+21.66 8 X 6 TEE STA 0+69.84 8 X 4 TEE STA 0+67.34 8" GATE VALVE STA 0+10.88 8" GATE VALVE STA 4+78.29 8 X 8 TEE STA 0+98.47 11 4725 4730 4735 4740 4725 4730 4735 4740 INV-INV-4727.95INV-4727.88INV-4727.81INV-4727.74INV-4727.68INV-4727.61INV-4727.55INV-4727.48INV-4727.41INV-4727.35INV-4727.28INV-4727.22INV-4727.15INV-4727.08INV-4727.02INV-4726.93INV-4726.83INV-4726.77INV-4726.71INV-INV-INV-FG CL-4737.96FG CL-4738.08FG CL-4738.01FG CL-4737.27FG CL-4736.84FG CL-4736.60FG CL-4736.86FG CL-4737.04FG CL-4737.20FG CL-4737.36FG CL-4737.53FG CL-4737.75FG CL-4737.92FG CL-4738.07FG CL-4738.27FG CL-4738.47FG CL-4738.60FG CL-4738.37FG CL-4738.12FG CL-4737.86FG CL-FG CL-FG CL-EG CL-4735.16EG CL-4735.22EG CL-4735.58EG CL-4735.82EG CL-4736.09EG CL-4736.33EG CL-4736.51EG CL-4736.56EG CL-4736.41EG CL-4736.25EG CL-4736.07EG CL-4735.82EG CL-4735.70EG CL-4735.69EG CL-4735.73EG CL-4735.33EG CL-4734.91EG CL-4734.29EG CL-4733.97EG CL-4734.47EG CL-4735.01EG CL-4735.27EG CL-0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 STA 0+10.88 8" GATE VALVE PIPE INV = 4728.03 STA: 0+98.47 NEW 8" X 8" TEE INV = 4727.79 CONNECT TO EXISTING WATER MAIN STUB. REMOVE EXISTING THRUST BLOCK AND END CAPSTA 4+78.29 8" GATE VALVE PIPE INV = 4726.79 STA 4+19.15 8" X 6" FIRE LINE SERVICE TEE INV = 4726.89 STA: 3+79.56 NEW 8" X 8" TEE INV = 4727.05 STA 2+55.16 8" X 6" FIRE LINE SERVICE TEE INV = 4727.38 CONNECT TO EXISTING WATER MAIN STUB. REMOVE EXISTING THRUST BLOCK AND END CAP AND INSTALL NEW 8" GATE VALVE. STA 0+69.84 8" X 6" FIRE LINE SERVICE TEE INV = 4727.87 STA 0+67.34 8" X 4" FIRE LINE SERVICE TEE INV = 4727.87 STA 2+57.66 8" X 4" FIRE LINE SERVICE TEE INV = 4727.37 STA 4+21.66 8" X 4" WATER SERVICE TEE INV = 4726.88 STORM DRAIN CROSSING STA 1+13.06 TOP = 4733.72 BOT = 4732.29 0 VERT. SCALE IN FEET 0 HORIZ. SCALE IN FEET 2.55 5 10 1020 20 40 KEY NOTES CONNECT TO EXISTING 8" STUB WITH NEW 8" GATE VALVE. 1 OWNER: DATE: SHEET TITLE: OWNER: DATE: SHEET TITLE:CHECKED BY:DRAWN BY:NXW APARTMENTS- AN ICON COMMUNITYDEQ AND CITY INFRASTRUCTURE REVIEWBOZEMAN, MONTANABLACKRIDGE COMPANIES 1735 SOUTH 19TH AVE SUITE B BOZEMAN, MT 59718 OFFICE: 406.582.8100 FAX: 406.582.8108 244 North College Avenue #130 Fort Collins, Colorado 80524 P 970.409.3414 www.norris-design.com WATER - NORTH INSTALL 470 LF 8" PVC CLASS 51 D.I. WATER PIPE TYPE A TRENCH BACKFILL TYPE 1 BEDDING EXISTING GROUND PROPOSED FINISHED GRADE SEE SHEET C3.2 SEE SHEET C3.3 WATER-NORTH C3.1 GENERAL NOTES 1.CONTRACTOR TO VERIFY EXISTING WATER PIPE SIZE, LOCATION, AND MATERIAL IN THE FIELD. 2.WRAP ALL NEW DUCTILE IRON WATER PIPE WITH V-BIO ENHANCED POLYETHYLENE ENCASEMENT PER MANUFACTURES STANDARDS AND RECOMMENDATIONS. PROPOSED SEWER 09/12/22- REV 1 8W8W8W8S8S8S8S8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S8W8W8W8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W FIREFIREWSWSFIREWSWSFIREWSWSWSWSE EE GGGGGGGGGGGGGGGGGGGGG0+001+002+003+00 BLDG 3 FF ELEV = 40.59 BLDG 4 FF ELEV = 40.85 90 DEG BEND STA 2+78.03 8 X 6 TEE STA 0+20.13 8 X 6 TEE STA 2+66.56 45 DEG BEND STA 0+10.00 8 X 6 TEE STA 1+34.05 8" GATE VALVE STA 1+29.04 1.5" WATER SERVICE STA 0+22.13 1.5" WATER SERVICE STA 2+64.56 FH ASSY STA 1+34.01, 9.14' LT CURB STOP STA 0+22.12, 21.48' RT CURB STOP STA 2+64.55, 22.37' RT 4725 4730 4735 4740 4725 4730 4735 4740 EG CL-4738.54EG CL-4738.58EG CL-4738.70EG CL-4738.85EG CL-4738.95EG CL-4739.11EG CL-4739.20EG CL-4738.91EG CL-4738.53EG CL-4738.12EG CL-4737.81EG CL-4737.80EG CL-4737.35EG CL-4737.18EG CL-4737.08EG CL-4736.83EG CL-4736.48EG CL-4736.09EG CL-4735.76EG CL-4735.48EG CL-4735.20FG CL-4738.54FG CL-4738.58FG CL-4738.70FG CL-4738.85FG CL-4738.95FG CL-4739.11FG CL-4739.20FG CL-4738.91FG CL-4738.53FG CL-4738.12FG CL-4737.81FG CL-4737.80FG CL-4737.35FG CL-4737.18FG CL-4737.08FG CL-4736.83FG CL-4736.48FG CL-4736.09FG CL-4735.76FG CL-4735.48FG CL-4735.20INV-INV-4730.63INV-4730.70INV-4730.77INV-4730.84INV-4730.91INV-4730.89INV-4730.83INV-4730.77INV-4730.72INV-4730.66INV-4730.61INV-4730.26INV-4729.84INV-4729.41INV-4728.99INV-4728.57INV-4728.15INV-4727.73INV-4727.31INV-0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 STA 0+20.13 8" X 6" FIRE LINE SERVICE TEE INV = 4730.67 STA. 0+22.13 2" TYPE "K" COPPER WATER SERVICE STA. 2+64.57 2" TYPE "K" COPPER WATER SERVICE STA 2+66.56 8" X 6" FIRE LINE SERVICE TEE INV = 4730.67 STA 2+78.03 NEW 8" 90° BEND INV = 4730.67 STA: 4+93.46 NEW 8" X 8" TEE INV = 4727.05 SEWER MAIN CROSSING STA 4+82.46 TOP = 4732.28 BOT = 4731.59 STA 0+10.00 NEW 8" 45° BEND INV = 4730.67 STA 1+29.04 8" GATE VALVE PIPE INV = 4730.97 STA 1+34.05 8" X 6" FIRE LINE SERVICE TEE INV = 4730.97 STA. 4+34.02 2" TYPE "K" COPPER WATER SERVICE STA 4+30.99 8" X 6" FIRE LINE SERVICE TEE INV = 4728.09 HYD & LEAD VLV ASMBLY PER COB STD DETAIL 02660-4 STA = 1+34.01 FH BURY = 4738.97 DEPTH = 8.0' STA 4+89.70 8" GATE VALVE PIPE INV = 4727.11 8S8S8S8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S8S8S8S8S8W8W8W 8S8S8S8S8W8W8W8W8W8W8WFIREFIREWSWSFIRE FIRE WS WS EEEEEEEEE3+004+005+0030.00'PUBLIC UTILITY EASEMENT8 X 8 TEE STA 3+79.56 90 DEG BEND STA 2+78.03 8 X 6 TEE STA 2+66.56 8 X 6 TEE STA 4+30.99 1.5" WATER SERVICE STA 2+64.56 1.5" WATER SERVICE STA 4+34.01 CURB STOP STA 2+64.55, 22.37' RT 0 VERT. SCALE IN FEET 0 HORIZ. SCALE IN FEET 2.55 5 10 1020 20 40 OWNER: DATE: SHEET TITLE: OWNER: DATE: SHEET TITLE:CHECKED BY:DRAWN BY:NXW APARTMENTS- AN ICON COMMUNITYDEQ AND CITY INFRASTRUCTURE REVIEWBOZEMAN, MONTANABLACKRIDGE COMPANIES 1735 SOUTH 19TH AVE SUITE B BOZEMAN, MT 59718 OFFICE: 406.582.8100 FAX: 406.582.8108 244 North College Avenue #130 Fort Collins, Colorado 80524 P 970.409.3414 www.norris-design.com WATER-SOUTH C3.2 EXISTING GROUND PROPOSED FINISHED GRADE WATER - SOUTH INSTALL 483 LF 8" CLASS 51 D.I. WATER PIPE TYPE A TRENCH BACKFILL TYPE 1 BEDDING GENERAL NOTES 1.CONTRACTOR TO VERIFY EXISTING WATER PIPE SIZE, LOCATION, AND MATERIAL IN THE FIELD. 2.WRAP ALL NEW DUCTILE IRON WATER PIPE WITH V-BIO ENHANCED POLYETHYLENE ENCASEMENT PER MANUFACTURES STANDARDS AND RECOMMENDATIONS. PROPOSED SEWER SEE SHEET C3.3 09/12/22- REV 1 >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD 8W8W8S8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8S8W8W8W8W8W8W8W8W8W8W8W8WFIRE FIRE WS WS WS FIRE WS WSFIREFIREFIRE FIREWS WS WS WSS SDSDSDSDSDSDSDSDSD SD SD SD SD SD SD SD SD SD SD SD SDD DSDSDSDSDSDSDSDDDDSDSDSDDFIREWSPEEE E E E E E EEEEEEEEE E E E E E E E E E E E EE E E E E E E E E E E E E E E E EGG G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G GGGGGGGGGGGGG0 + 0 0 1+002+002+40BLDG 1FF ELEV = 40.42FF ELEV = 40.59BLDG 5FF ELEV = 39.6830.00'PUBLIC UTILITY EASEMENT30.00'8 X 6 TEE STA 0+19.69 8 X 4 TEE STA 0+17.13 45 DEG BEND STA 0+26.82 8 X 6 TEE STA 1+67.65 8 X 8 TEE STA 0+98.471 45 DEG BEND STA 0+09.80 8" GATE VALVE STA 2+25.28 1.5" WATER SERVICE STA 1+70.69 CURB STOP STA 1+70.66, 21.99' RT 6" GATE VALVE STA 1+67.66, 2.61' RT 6" GATE VALVE STA 0+19.69, 2.20' LT 4" GATE VALVE STA 0+17.12, 2.24' LT 4725 4730 4735 4740 4725 4730 4735 4740 0+00 0+50 1+00 1+50 2+00 2+40EG CL-4738.71EG CL-4738.47EG CL-4738.31EG CL-4738.12EG CL-4737.69EG CL-4737.41EG CL-4737.19EG CL-4737.01EG CL-4736.72EG CL-4736.22EG CL-4735.83FG CL-4738.71FG CL-4738.47FG CL-4738.31FG CL-4738.12FG CL-4737.69FG CL-4737.41FG CL-4737.19FG CL-4737.01FG CL-4736.72FG CL-4736.22FG CL-4735.83INV-INV-4730.67INV-4730.34INV-4729.98INV-4729.62INV-4729.26INV-4728.90INV-4728.54INV-4728.18INV-4727.82INV-STA 0+19.69 8" X 6" FIRE LINE SERVICE TEE INV = 4730.67 STA 2+30.39 8 X 8 TEE 8" INV = 4727.79 STA 0+09.80 45 DEG BEND 8" INV = 4730.67 STA 0+17.13 8" X 4" WATER SERVICE TEE INV = 4730.67 STA 0+26.82 45 DEG BEND 8" INV = 4730.67 STA 1+67.65 8" X 6" FIRE LINE SERVICE TEE INV = 4728.67 STA. 1+70.69 2" TYPE "K" COPPER WATER SERVICE STA 2+25.28 8" GATE VALVE PIPE INV = 4727.85 0 VERT. SCALE IN FEET 0 HORIZ. SCALE IN FEET 2.55 5 10 1020 20 40 OWNER: DATE: SHEET TITLE: OWNER: DATE: SHEET TITLE:CHECKED BY:DRAWN BY:NXW APARTMENTS- AN ICON COMMUNITYDEQ AND CITY INFRASTRUCTURE REVIEWBOZEMAN, MONTANABLACKRIDGE COMPANIES 1735 SOUTH 19TH AVE SUITE B BOZEMAN, MT 59718 OFFICE: 406.582.8100 FAX: 406.582.8108 244 North College Avenue #130 Fort Collins, Colorado 80524 P 970.409.3414 www.norris-design.com WATER - WEST INSTALL 220 LF 8" CLASS 51 D.I. WATER PIPE TYPE A TRENCH BACKFILL TYPE 1 BEDDING EXISTING GROUND PROPOSED FINISHED GRADE SEE SHEET C3.1 WATER-WEST C3.3 GENERAL NOTES 1.CONTRACTOR TO VERIFY EXISTING WATER PIPE SIZE, LOCATION, AND MATERIAL IN THE FIELD. 2.WRAP ALL NEW DUCTILE IRON WATER PIPE WITH V-BIO ENHANCED POLYETHYLENE ENCASEMENT PER MANUFACTURES STANDARDS AND RECOMMENDATIONS. SEE SHEET C3.2 ROSA WAY DEQ AND CITY INFRASTRUCTURE SUBMITTAL09/12/22- REV 1 RECORD DRAWING NOTE THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BY INFORMATION PROVIDED BY OTHERS. THE ENGINEERHAS NOT VERIFIED THE ACCURACY AND / OR COMPLETENESS OF THIS INFORMATION IN ALL INSTANCES ANDSHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BEINCORORATED AS A RESULT OF INFORMATION PROVIDED BY OTHERS.RECORD DRAWINGDEQ AND CITY INFRASTRUCTURE REVIEW4728.63 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 WALLMAILMAIL MW MW TP TP TP TP MW MW TP TP TP 8S 8W8W8W8S8S8S8S 8S 8S8W8W8W8W8W8W8W 8S 8S 8S 8W 8W 8W 8W 8W 8W 8W WS WSFIREWS2.50' CONNECT TO EXISTING 1" CURB STOP WITH 34" REDUCER.INSTALL 34" COPPER SERVICE TO BUILDING. 1 EXISTING 4" WATER SERVICE STUB NOT TO SCALE STANDARD FIRE SERVICE LINE INSTALLATION FOR CLASS I, II, & III SYSTEMS 02660-13 NWX APARTMENTS - BOZEMAN FIRE SERVICE LINES DETAIL NOT APPLICABLE DETAIL NOT APPLICABLE BUILDING 1 C3.5 BUILDING 2 C3.5 BUILDING 3 C3.5 BUILDING 4 C3.6 BUILDING 5 C3.6 BUILDING 6 C3.6 BUILDING 7 C3.7 BUILDING 8 C3.7 BUILDING 9 C3.7 BUILDING 10 C3.8 BUILDING 12 C3.8 PHA S E 2 FIRE SERVICE STANDARD DETAIL C3.4DEQ AND CITY INFRASTRUCTURE REVIEW OWNER: DATE: SHEET TITLE: OWNER: DATE: SHEET TITLE:CHECKED BY:DRAWN BY:NWX APARTMENTS- AN ICON COMMUNITYBOZEMAN, MONTANABLACKRIDGE COMPANIES 1735 SOUTH 19TH AVE SUITE B BOZEMAN, MT 59718 OFFICE: 406.582.8100 FAX: 406.582.8108 244 North College Avenue #130 Fort Collins, Colorado 80524 P 970.409.3414 www.norris-design.com 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. RECORD DRAWING NOTETWIN LAKES AVENUEHARVEST P A R K W A Y ROSA WAYWELLSPRING DRIVE W. OAK STREET PHA S E 1 PHA S E 1 BUILDING 13 C3.9 BUILDING 17 C3.10 BUILDING 14 C3.9 BUILDING 15 C3.9 BUILDING 18 C3.10 BUILDING 16 C3.10 BUILDING 11 C3.8 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 FIRE SERVICE LINE SHALL BE INSTALLED, CHLORINATED, AND TESTED TO A MINIMUM OF 200 PSI BY A SINGLE CONTRACTOR. OWNER OR OWNER'S AUTHORIZED REPRESENTATIVE SHALL PROVIDE CONSTRUCTION OBSERVATION AND PREPARE THE RECORD DRAWINGS. CONTRACTOR SHALL FILL OUT AND SUBMIT "CONTRACTOR'S MATERIAL AND TEST CERTIFICATE FOR UNDERGROUND PIPING". 14.CONTRACTOR SHALL ADJUST ALL VALVE BOXES, CURB BOXES, AND MANHOLES TO FINAL GRADE UPON COMPLETION OF ALL CONSTRUCTION. ANY BOXES OR MANHOLES DAMAGED OR OTHERWISE DISTURBED BY THE CONTRACTOR OR SUBCONTRACTOR SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. THIS WORK WAS INCIDENTAL TO THE PROJECT. GENERAL NOTES: EXISTING WATER MAIN (TYP.) EXISTING FIRE SERVICE STUB (TYP.)RECORD DRAWING 8S8S8S8S8S8W8W8W8W8W8W8S8S8S8S8S8S8S8W8W8W8W8W8W8WWSWSFIREFIREEEEEE E EEE2.50'BLDG 2 RISER ROOMFF ELEV = 4739.760+000+250+504" DUCTILE IRON DOMESTIC WATERSERVICE. INSTALL PARALLEL TO FIRESERVICE LINE OFFSET A MINIMUM OF 2'TO THE EAST. MATCH FIRE SERVICE GRADES.STA 0+49.89, 2.50' LTSTA 0+46.446" GATE VALVEINV = 4727.10STA 0+05.00EXTERIOR BUILDING WALLSEE DETAIL 02660-13, SHEET C3.4,FOR CONNECTION TO BUILDING4725473047354740474547254730473547404745FG-4735.15 EG-4735.150+00FG-4734.78 EG-4734.780+25FG-4734.50 EG-4734.500+50FG- EG-0+75STA 0+49.898 X 4 TEE8" INV = 4726.8990° VERT. BEND6" INV = 4731.45COORDINATE WITHPLUMBING PLANSRISER ROOMFF ELEV=4739.76STA 0+46.446" GATE VALVEINV = 4727.10FINISHEDGRADEEXISTINGGRADESEWERCROSSING8W8W8W8W8W8W8W8WFIREWSWSWSWSWSWSFIREFIREFIREFIREG G G G G G G G GSDBLDG 1 RISER ROOMFF ELEV = 4740.04BLDG 3 RISER ROOM0+000+250+500+751+00STA 0+22.3945 DEG BEND6" INV = 4730.75STA 0+29.1545 DEG BEND6" INV = 4730.75STA 0+68.5345 DEG BEND6" INV = 4730.75CONNECT TOEXISTING 6" GATE VALVESTA 0+87.874" DUCTILE IRON DOMESTIC WATERSERVICE. INSTALL PARALLEL TO FIRESERVICE LINE OFFSET A MINIMUM OF 2'TO THE EAST. MATCH FIRE SERVICE GRADES.STA 0+90.07, 2.62' LTTO THE NORTH. MATCH FIRE SERVICE GRADES.STA 0+11.19EXTERIOR BUILDING WALLSEE DETAIL 02660-13, SHEET C3.4,FOR CONNECTION TO BUILDING4725473047354740474547254730473547404745FG-EG-4739.290+00FG-4740.18EG-4739.450+25FG-4738.99EG-4738.990+50FG-4738.79EG-4738.550+75FG-4738.43EG-4738.420+98RISER ROOMFF ELEV=4740.0490° VERT. BEND6" INV = 4730.75COORDINATE WITHPLUMBING PLANSSTA 0+22.3945 DEG BEND6" INV = 4730.75STA 0+29.1545 DEG BEND6" INV = 4730.75STA 0+68.5345 DEG BEND6" INV = 4730.75STA 0+87.876" GATE VALVEINV = 4730.75STA 0+90.078 X 4 TEE6" INV = 4730.75FINISHEDGRADEEXISTINGGRADE8W8W8W8W8W8W8W8W8WFIREWSWSWSWSWSWSFIREFIREFIREFIREG G G G G G SDSDBLDG 3 RISER ROOMFF ELEV = 4739.000+00 0+25 0+50 0+56 STA 0+42.266" GATE VALVEINV = 4730.751.5" COPPER TYPE K DOMESTIC WATERSERVICE. INSTALL PARALLEL TO FIRESERVICE LINE OFFSET A MINIMUM OF 2'TO THE EAST. MATCH FIRE SERVICE GRADES.STA 0+45.51, 2.25' RTSTA 0+13.32EXTERIOR BUILDING WALLSEE DETAIL 02660-13, SHEET C3.4,FOR CONNECTION TO BUILDINGNEW 1.5" CURB STOPSTA 0+24.14, 2.25' RTFG EL. = 4738.624725473047354740474547254730473547404745FG-4739.52 EG-4739.520+00FG-4739.08 EG-4739.080+25FG-4738.53 EG-4738.530+50FG- EG-0+75RISER ROOMFF ELEV=4739.0090° VERT. BEND6" INV = 4730.75COORDINATE WITHPLUMBING PLANSSTA 0+42.266" GATE VALVEINV = 4730.75STA 0+45.518 X 6 TEE6" INV = 4730.75FINISHEDGRADEEXISTINGGRADEFIRE SERVICEPLAN- BLDG 1-3C3.5DEQ AND CITY INFRASTRUCTURE REVIEW OWNER:DATE:SHEET TITLE:OWNER:DATE:SHEET TITLE:CHECKED BY:DRAWN BY: NWX APARTMENTS- AN ICON COMMUNITY BOZEMAN, MONTANABLACKRIDGE COMPANIES1735 SOUTH 19TH AVESUITE BBOZEMAN, MT 59718OFFICE: 406.582.8100FAX: 406.582.8108244 North College Avenue #130Fort Collins, Colorado 80524P 970.409.3414www.norris-design.comTHIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.RECORD DRAWING NOTEBLDG 2 FIRE SERVICEINSTALL 47 LF 6" CLASS 51 D.I. WATER PIPETYPE A TRENCH BACKFILLTYPE 1 BEDDINGOS&Y VALVE PERCOB STD DWG 02660-13FOUNDATION PERBUILDING PLANS0VERT. SCALE IN FEET0HORIZ. SCALE IN FEET122410202040BLDG 1 FIRE SERVICEINSTALL 81 LF 6" CLASS 51 D.I. WATER PIPETYPE A TRENCH BACKFILLTYPE 1 BEDDINGBLDG 3 FIRE SERVICEINSTALL 38 LF 6" CLASS 51 D.I. WATER PIPETYPE A TRENCH BACKFILLTYPE 1 BEDDINGCLASS I SYSTEMSYSTEM CLASSIFICATION:ACCORDING TO THE NFPA 24, A FLOW RATE OF 880GALLONS PER MINUTE IS REQUIRED FOR FLUSHING OF A6-INCH FIRE SERVICE LINE. THE INSTALLING CONTRACTORMUST PROVIDE AN APPROPRIATE ORIFICE SIZE TO MEETTHIS REQUIREMENT.CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAININGFLOW TEST DATA AND PREPARING HYDRAULICCALCULATIONS.FLUSHING REQUIREMENTS:OS&Y VALVE PERCOB STD DWG 02660-13OS&Y VALVE PERCOB STD DWG 02660-131.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THE MONTANA PUBLIC WORKSSTANDARD SPECIFICATIONS, 6TH EDITION DATED APRIL 2010 (MPWSS); THE CITY OF BOZEMAN MODIFICATIONS TOTHE MPWSS; AND THE PROJECT SPECIFICATIONS.2.A PRECONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION. NO MATERIALCHANGES MAY BE MADE TO THIS PLAN WITHOUT THE APPROVAL OF THE CITY OF BOZEMAN WATER/SEWERSUPERINTENDENT.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. THECONTRACTOR SHALL VERIFY THE EXISTENCE, LOCATION, DEPTH, AND SIZE OF THE UTILITIES PRIOR TOCONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO THE EXISTING FACILITIESDUE 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 FORPAYMENT PURPOSES.6.ALL WATER VALVES OWNED AND OPERATED BY THE CITY OF BOZEMAN SHALL BE OPERATED BY AUTHORIZED CITY OFBOZEMAN PERSONNEL ONLY. CONTRACTOR SHALL COORDINATE WITH THE CITY ENGINEER PRIOR TO CONNECTINGTO 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 OFBOZEMAN 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-QUARTERDEGREES (11.25°), TEES, AND PLUGS, SHALL BE INSTALLED IN CONFORMANCE WITH THE CITY OF BOZEMANMODIFICATIONS 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; MJFIELD LOK SERIES DI; FIELD LOK 350 GASKETS FOR PUSH-ON JOINTS, MANUFACTURED BY US PIPE; SIGMA ONE LOKSERIES SLD, MANUFACTURED BY SIGMA CORPORATION; OR APPROVED EQUAL FOR ALL FITTINGS THAT REQUIRETHRUST RESTRAINT, EXCEPT FOR CUT-IN OR TAPPING TEES (FOR MAINS OR SERVICES) AND BENDS ON SERVICELINES INSIDE BUILDING FOUNDATIONS, UNLESS SPECIFICALLY PROHIBITED BY THE CITY OF BOZEMAN. THEMECHANICAL RESTRAINTS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND ATALL JOINTS AS SPECIFIED BY THE ENGINEER.11.INSTALL V-BIO WRAP ON ALL NEW DUCTILE IRON WATER PIPE. FOLLOW ALL MANUFACTURER'S INSTALLATIONSPECIFICATIONS.12.DETECTABLE WARNING TAPE SHALL BE INSTALLED, CENTERED OVER ALL WATER MAINS, SERVICE LINES, ANDHYDRANT LEADS. TAPE SHALL BE INSTALLED A MINIMUM OF EIGHTEEN INCHES (18") AND MAXIMUM OF TWENTY-FOURINCHES (24") BELOW FINISH GRADE.13.THE FIRE SERVICE LINE SHALL BE INSTALLED, CHLORINATED, AND TESTED TO A MINIMUM OF 200 PSI BY A SINGLECONTRACTOR. OWNER OR OWNER'S AUTHORIZED REPRESENTATIVE SHALL PROVIDE CONSTRUCTION OBSERVATIONAND PREPARE THE RECORD DRAWINGS. CONTRACTOR SHALL FILL OUT AND SUBMIT "CONTRACTOR'S MATERIAL ANDTEST CERTIFICATE FOR UNDERGROUND PIPING".14.CONTRACTOR SHALL ADJUST ALL VALVE BOXES, CURB BOXES, AND MANHOLES TO FINAL GRADE UPON COMPLETIONOF ALL CONSTRUCTION. ANY BOXES OR MANHOLES DAMAGED OR OTHERWISE DISTURBED BY THE CONTRACTOR ORSUBCONTRACTOR SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. THIS WORK WAS INCIDENTAL TO THEPROJECT.GENERAL NOTES:RECORD DRAWING4727.01 (A.B.)STA ~0+25 (AB)90 DEG BENDSTA ~0+69 (A.B.)STA 0+31.8945 DEG BEND6" INV = 4727.01STA 0+27.4145 DEG BEND6" INV = 4731.49 8W8W8W8W8W8WDSDSDSDSD SD SD SD DWSFIREEE E EEE BLDG 5 RISER ROOMFF ELEV = 4738.670+00 0+001.5" COPPER TYPE K DOMESTIC WATERSERVICE. INSTALL PARALLEL TO FIRESERVICE LINE OFFSET A MINIMUM OF 2'TO THE NORTH. MATCH FIRE SERVICE GRADES.STA 0+10.00, 3.01' RTSTA 0+12.596" GATE VALVEINV = 4728.76STA 0+36.02EXTERIOR BUILDING WALLSEE DETAIL 02660-13, SHEET C3.4,FOR CONNECTION TO BUILDINGNEW 1.5" CURB STOPSTA 0+31.99, 2.99' RTFG EL. = 4738.244725473047354740474547254730473547404745FG-4738.82 EG-4737.090+00FG-4737.68 EG-4737.040+25FG- EG-0+50FG- EG-0+75RISER ROOMFF ELEV=4738.67STA 0+10.008 X 6 TEE6" INV = 4728.71STA 0+12.596" GATE VALVEINV = 4728.7690° VERT. BEND6" INV = 4728.76COORDINATE WITHPLUMBING PLANSFINISHEDGRADEEXISTINGGRADESTORMCROSSINGINSULATION3C5.48W8W8W8W8S8S8S8S8S8S8S8S8S8S8S8W8W8W8W8WFIREWSWSSDDE E E E E E E E EGGGGGGGGSDBLDG 4 RISER ROOMFF ELEV = 4739.290+000+58 1.5" COPPER TYPE K DOMESTIC WATERSERVICE. INSTALL PARALLEL TO FIRESERVICE LINE OFFSET A MINIMUM OF 2'TO THE WEST. MATCH FIRE SERVICE GRADES.STA 0+47.91, 2.23' LTSTA 0+44.906" GATE VALVEINV = 4730.75STA 0+15.62EXTERIOR BUILDING WALLSEE DETAIL 02660-13, SHEET C3.4,FOR CONNECTION TO BUILDINGNEW 1.5" CURB STOPSTA 0+25.54, 2.23' LTFG EL. = 4738.864725473047354740474547254730473547404745FG-EG-4738.760+00FG-4738.85EG-4738.400+25FG-4738.44EG-4737.750+50FG-EG-0+75RISER ROOMFF ELEV=4739.2990° VERT. BEND6" INV = 4730.75COORDINATE WITHPLUMBING PLANSSTA 0+44.906" GATE VALVEINV = 4730.75STA 0+47.918 X 6 TEE6" INV = 4730.75FINISHEDGRADEEXISTINGGRADESEWERCROSSING8W 8W 8W 8W 8W 8S 8S 8S 8S 8S WSFIREDEEEEEEEEEEE2.50'BLDG 2 RISER ROOM FF ELEV = 4739.76 BLDG 6 RISER ROOMFF ELEV = 4739.300+00 0+341.5" COPPER TYPE K DOMESTIC WATERSERVICE. INSTALL PARALLEL TO FIRESERVICE LINE OFFSET A MINIMUM OF 2'TO THE NORTH. MATCH FIRE SERVICE GRADES.STA 0+21.676" GATE VALVEINV = 4728.18STA 0+10.02EXTERIOR BUILDING WALLSEE DETAIL 02660-13, SHEET C3.4,FOR CONNECTION TO BUILDINGNEW 1.5" CURB STOPSTA 0+13.42, 3.01' RTFG EL. = 4738.914725473047354740474547254730473547404745FG- EG-4736.520+00FG-4738.50 EG-4735.970+25FG- EG-0+50FG- EG-0+75RISER ROOMFF ELEV=4739.3090° VERT. BEND6" INV = 4728.18COORDINATE WITHPLUMBING PLANSSTA 0+21.676" GATE VALVEINV = 4728.18STA 0+23.528 X 6 TEE6" INV = 4728.12FINISHEDGRADEEXISTINGGRADEFIRE SERVICEPLAN- BLDG 4-6C3.6DEQ AND CITY INFRASTRUCTURE REVIEW OWNER:DATE:SHEET TITLE:OWNER:DATE:SHEET TITLE:CHECKED BY:DRAWN BY: NWX APARTMENTS- AN ICON COMMUNITY BOZEMAN, MONTANABLACKRIDGE COMPANIES1735 SOUTH 19TH AVESUITE BBOZEMAN, MT 59718OFFICE: 406.582.8100FAX: 406.582.8108244 North College Avenue #130Fort Collins, Colorado 80524P 970.409.3414www.norris-design.comTHIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.RECORD DRAWING NOTEBLDG 5 FIRE SERVICEINSTALL 30 LF 6" CLASS 51 D.I. WATER PIPETYPE A TRENCH BACKFILLTYPE 1 BEDDINGOS&Y VALVE PERCOB STD DWG 02660-130VERT. SCALE IN FEET0HORIZ. SCALE IN FEET122410202040BLDG 4 FIRE SERVICEINSTALL 38 LF 6" CLASS 51 D.I. WATER PIPETYPE A TRENCH BACKFILLTYPE 1 BEDDINGBLDG 6 FIRE SERVICEINSTALL 17 LF 6" CLASS 51 D.I. WATER PIPETYPE A TRENCH BACKFILLTYPE 1 BEDDINGCLASS I SYSTEMSYSTEM CLASSIFICATION:ACCORDING TO THE NFPA 24, A FLOW RATE OF 880GALLONS PER MINUTE IS REQUIRED FOR FLUSHING OF A6-INCH FIRE SERVICE LINE. THE INSTALLING CONTRACTORMUST PROVIDE AN APPROPRIATE ORIFICE SIZE TO MEETTHIS REQUIREMENT.CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAININGFLOW TEST DATA AND PREPARING HYDRAULICCALCULATIONS.FLUSHING REQUIREMENTS:OS&Y VALVE PERCOB STD DWG 02660-13OS&Y VALVE PERCOB STD DWG 02660-131.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THE MONTANA PUBLIC WORKSSTANDARD SPECIFICATIONS, 6TH EDITION DATED APRIL 2010 (MPWSS); THE CITY OF BOZEMAN MODIFICATIONS TOTHE MPWSS; AND THE PROJECT SPECIFICATIONS.2.A PRECONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION. NO MATERIALCHANGES MAY BE MADE TO THIS PLAN WITHOUT THE APPROVAL OF THE CITY OF BOZEMAN WATER/SEWERSUPERINTENDENT.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. THECONTRACTOR SHALL VERIFY THE EXISTENCE, LOCATION, DEPTH, AND SIZE OF THE UTILITIES PRIOR TOCONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO THE EXISTING FACILITIESDUE 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 FORPAYMENT PURPOSES.6.ALL WATER VALVES OWNED AND OPERATED BY THE CITY OF BOZEMAN SHALL BE OPERATED BY AUTHORIZED CITY OFBOZEMAN PERSONNEL ONLY. CONTRACTOR SHALL COORDINATE WITH THE CITY ENGINEER PRIOR TO CONNECTINGTO 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 OFBOZEMAN 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-QUARTERDEGREES (11.25°), TEES, AND PLUGS, SHALL BE INSTALLED IN CONFORMANCE WITH THE CITY OF BOZEMANMODIFICATIONS 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; MJFIELD LOK SERIES DI; FIELD LOK 350 GASKETS FOR PUSH-ON JOINTS, MANUFACTURED BY US PIPE; SIGMA ONE LOKSERIES SLD, MANUFACTURED BY SIGMA CORPORATION; OR APPROVED EQUAL FOR ALL FITTINGS THAT REQUIRETHRUST RESTRAINT, EXCEPT FOR CUT-IN OR TAPPING TEES (FOR MAINS OR SERVICES) AND BENDS ON SERVICELINES INSIDE BUILDING FOUNDATIONS, UNLESS SPECIFICALLY PROHIBITED BY THE CITY OF BOZEMAN. THEMECHANICAL RESTRAINTS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND ATALL JOINTS AS SPECIFIED BY THE ENGINEER.11.INSTALL V-BIO WRAP ON ALL NEW DUCTILE IRON WATER PIPE. FOLLOW ALL MANUFACTURER'S INSTALLATIONSPECIFICATIONS.12.DETECTABLE WARNING TAPE SHALL BE INSTALLED, CENTERED OVER ALL WATER MAINS, SERVICE LINES, ANDHYDRANT LEADS. TAPE SHALL BE INSTALLED A MINIMUM OF EIGHTEEN INCHES (18") AND MAXIMUM OF TWENTY-FOURINCHES (24") BELOW FINISH GRADE.13.THE FIRE SERVICE LINE SHALL BE INSTALLED, CHLORINATED, AND TESTED TO A MINIMUM OF 200 PSI BY A SINGLECONTRACTOR. OWNER OR OWNER'S AUTHORIZED REPRESENTATIVE SHALL PROVIDE CONSTRUCTION OBSERVATIONAND PREPARE THE RECORD DRAWINGS. CONTRACTOR SHALL FILL OUT AND SUBMIT "CONTRACTOR'S MATERIAL ANDTEST CERTIFICATE FOR UNDERGROUND PIPING".14.CONTRACTOR SHALL ADJUST ALL VALVE BOXES, CURB BOXES, AND MANHOLES TO FINAL GRADE UPON COMPLETIONOF ALL CONSTRUCTION. ANY BOXES OR MANHOLES DAMAGED OR OTHERWISE DISTURBED BY THE CONTRACTOR ORSUBCONTRACTOR SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. THIS WORK WAS INCIDENTAL TO THEPROJECT.GENERAL NOTES:RECORD DRAWING4726.84 (A.B.) 8S8S8S8S8S8S8S8S8W8W8W8W8W8W8WFIREFIREFIREWSWSWSEEE E E E SDD0+00 0+74BLDG 8 RISER ROOMFF ELEV = 4737.354" DUCTILE IRON DOMESTIC WATERSERVICE. INSTALL PARALLEL TO FIRESERVICE LINE OFFSET A MINIMUM OF 2'TO THE EAST. MATCH FIRE SERVICE GRADES.STA 0+10.00, 2.50' LTSTA 0+13.656" GATE VALVEINV = 4727.63STA 0+64.35EXTERIOR BUILDING WALLSEE DETAIL 02660-13, SHEET C3.4,FOR CONNECTION TO BUILDING47254730473547404725473047354740FG-4736.05 EG-4736.050+00FG-4736.08 EG-4736.080+25FG-4735.99 EG-4735.990+50FG- EG-0+75RISER ROOMFF ELEV=4737.31STA 0+10.008 X 6 TEE6" INV = 4727.46STA 0+13.656" GATE VALVEINV = 4727.6390° VERT. BEND6" INV = 4730.10COORDINATE WITHPLUMBING PLANSFINISHEDGRADEEXISTINGGRADE8W8W8W8W8W8W8W8W8W8WWSWSWSFIREFIRESDSDSDSDSDSDSDSDSDSDSDSDSDSDDDDEEEEEEEEEEEEBLDG 5 RISER ROOMFF ELEV = 4738.67BLDG 7 RISER ROOMFF ELEV = 4736.580+000+000+74 STA 0+12.766" GATE VALVEINV = 4728.02STA 0+61.07EXTERIOR BUILDING WALLSEE DETAIL 02660-13, SHEET C3.4,FOR CONNECTION TO BUILDING4" DUCTILE IRON DOMESTIC WATERSERVICE. INSTALL PARALLEL TO FIRESERVICE LINE OFFSET A MINIMUM OF 2'TO THE WEST. MATCH FIRE SERVICE GRADES.STA 0+10.00, 2.50' RT4725473047354740474547254730473547404745FG-4738.15EG-4736.010+00FG-4737.39EG-4735.510+25FG-4736.82EG-4735.120+50FG-EG-0+75RISER ROOMFF ELEV=4736.54STA 0+10.008 X 6 TEE6" INV = 4727.95STA 0+12.766" GATE VALVEINV = 4728.0290° VERT. BEND6" INV = 4729.56COORDINATE WITHPLUMBING PLANSFINISHEDGRADEEXISTINGGRADESTORMCROSSINGINSULATION3C5.4SD SD DPEEEEEEEEEEEEEEEEGGGGGGGGGGSDSDBLDG 9CLUBHOUSERISER ROOMFF ELEV = 4735.870+000+46 CONNECT TO EXISTING 4" GATE VALVEREDUCE TO 1.5" COPPER SERVICE.STA 0+05.00, 2.50' LTCONNECT TOEXISTING 6" GATE VALVESTA 0+05.00STA 0+15.8145 DEG BEND6" INV = 4727.01STA 0+25.0445 DEG BEND6" INV = 4727.01STA 0+34.25EXTERIOR BUILDING WALLSEE DETAIL 02660-13, SHEET C3.4,FOR CONNECTION TO BUILDING1EXISTING 4" WATERSERVICE STUB4720472547304735474047204725473047354740FG- EG-0+00FG-4735.83 EG-4735.830+25FG- EG-0+50FG- EG-0+75RISER ROOMFF ELEV=4735.87STA 0+05.006" GATE VALVEINV = 4727.01STA 0+15.8145 DEG BEND6" INV = 4727.01STA 0+25.0445 DEG BEND6" INV = 4727.0190° VERT. BEND6" INV = 4727.01COORDINATE WITHPLUMBING PLANSFINISHEDGRADEEXISTINGGRADEFIRE SERVICEPLAN- BLDG 7-9C3.7DEQ AND CITY INFRASTRUCTURE REVIEW OWNER:DATE:SHEET TITLE:OWNER:DATE:SHEET TITLE:CHECKED BY:DRAWN BY: NWX APARTMENTS- AN ICON COMMUNITY BOZEMAN, MONTANABLACKRIDGE COMPANIES1735 SOUTH 19TH AVESUITE BBOZEMAN, MT 59718OFFICE: 406.582.8100FAX: 406.582.8108244 North College Avenue #130Fort Collins, Colorado 80524P 970.409.3414www.norris-design.comTHIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.RECORD DRAWING NOTEBLDG 8 FIRE SERVICEINSTALL 57 LF 6" CLASS 51 D.I. WATER PIPETYPE A TRENCH BACKFILLTYPE 1 BEDDINGOS&Y VALVE PERCOB STD DWG 02660-13FOUNDATION PERBUILDING PLANS0VERT. SCALE IN FEET0HORIZ. SCALE IN FEET122410202040BLDG 7 FIRE SERVICEINSTALL 54 LF 6" CLASS 51 D.I. WATER PIPETYPE A TRENCH BACKFILLTYPE 1 BEDDINGCLASS I SYSTEMSYSTEM CLASSIFICATION:ACCORDING TO THE NFPA 24, A FLOW RATE OF 880GALLONS PER MINUTE IS REQUIRED FOR FLUSHING OF A6-INCH FIRE SERVICE LINE. THE INSTALLING CONTRACTORMUST PROVIDE AN APPROPRIATE ORIFICE SIZE TO MEETTHIS REQUIREMENT.CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAININGFLOW TEST DATA AND PREPARING HYDRAULICCALCULATIONS.FLUSHING REQUIREMENTS:OS&Y VALVE PERCOB STD DWG 02660-13OS&Y VALVE PERCOB STD DWG 02660-13WELLSPRING DRIVE1.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THE MONTANA PUBLIC WORKSSTANDARD SPECIFICATIONS, 6TH EDITION DATED APRIL 2010 (MPWSS); THE CITY OF BOZEMAN MODIFICATIONS TOTHE MPWSS; AND THE PROJECT SPECIFICATIONS.2.A PRECONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION. NO MATERIALCHANGES MAY BE MADE TO THIS PLAN WITHOUT THE APPROVAL OF THE CITY OF BOZEMAN WATER/SEWERSUPERINTENDENT.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. THECONTRACTOR SHALL VERIFY THE EXISTENCE, LOCATION, DEPTH, AND SIZE OF THE UTILITIES PRIOR TOCONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO THE EXISTING FACILITIESDUE 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 FORPAYMENT PURPOSES.6.ALL WATER VALVES OWNED AND OPERATED BY THE CITY OF BOZEMAN SHALL BE OPERATED BY AUTHORIZED CITY OFBOZEMAN PERSONNEL ONLY. CONTRACTOR SHALL COORDINATE WITH THE CITY ENGINEER PRIOR TO CONNECTINGTO 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 OFBOZEMAN 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-QUARTERDEGREES (11.25°), TEES, AND PLUGS, SHALL BE INSTALLED IN CONFORMANCE WITH THE CITY OF BOZEMANMODIFICATIONS 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; MJFIELD LOK SERIES DI; FIELD LOK 350 GASKETS FOR PUSH-ON JOINTS, MANUFACTURED BY US PIPE; SIGMA ONE LOKSERIES SLD, MANUFACTURED BY SIGMA CORPORATION; OR APPROVED EQUAL FOR ALL FITTINGS THAT REQUIRETHRUST RESTRAINT, EXCEPT FOR CUT-IN OR TAPPING TEES (FOR MAINS OR SERVICES) AND BENDS ON SERVICELINES INSIDE BUILDING FOUNDATIONS, UNLESS SPECIFICALLY PROHIBITED BY THE CITY OF BOZEMAN. THEMECHANICAL RESTRAINTS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND ATALL JOINTS AS SPECIFIED BY THE ENGINEER.11.INSTALL V-BIO WRAP ON ALL NEW DUCTILE IRON WATER PIPE. FOLLOW ALL MANUFACTURER'S INSTALLATIONSPECIFICATIONS.12.DETECTABLE WARNING TAPE SHALL BE INSTALLED, CENTERED OVER ALL WATER MAINS, SERVICE LINES, ANDHYDRANT LEADS. TAPE SHALL BE INSTALLED A MINIMUM OF EIGHTEEN INCHES (18") AND MAXIMUM OF TWENTY-FOURINCHES (24") BELOW FINISH GRADE.13.THE FIRE SERVICE LINE SHALL BE INSTALLED, CHLORINATED, AND TESTED TO A MINIMUM OF 200 PSI BY A SINGLECONTRACTOR. OWNER OR OWNER'S AUTHORIZED REPRESENTATIVE SHALL PROVIDE CONSTRUCTION OBSERVATIONAND PREPARE THE RECORD DRAWINGS. CONTRACTOR SHALL FILL OUT AND SUBMIT "CONTRACTOR'S MATERIAL ANDTEST CERTIFICATE FOR UNDERGROUND PIPING".14.CONTRACTOR SHALL ADJUST ALL VALVE BOXES, CURB BOXES, AND MANHOLES TO FINAL GRADE UPON COMPLETIONOF ALL CONSTRUCTION. ANY BOXES OR MANHOLES DAMAGED OR OTHERWISE DISTURBED BY THE CONTRACTOR ORSUBCONTRACTOR SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. THIS WORK WAS INCIDENTAL TO THEPROJECT.GENERAL NOTES:CONNECT TO EXISTING 4" GATE VALVE WITH NEW TAPPLUG BOLTED DIRECTLY TO GATE VALVE (1.5" TAP).INSTALL 1.5" TYPE K COPPER PIPE TO BUILDING. MATCHALIGNMENT AND GRADE OF FIRE SERVICE LINE.KEYNOTES1RECORD DRAWING4727.95 (A.B.)4727.95 (A.B.)4727.46 (A.B.)4727.46 (A.B.)4726.90 (A.B.)4726.84 (A.B.)BLDG 9 FIRE SERVICEINSTALL 32 LF 6" CLASS 51 D.I. WATER PIPETYPE A TRENCH BACKFILLTYPE 1 BEDDING SDPEEEEEEEEEEEEEG G G G G G GGGGGGGBLDG 12 RISER ROOMFF ELEV = 4730.640+00 0+23 4" DOMESTIC WATER SERV.CONNECT TO EXISTING WITHNEW 22.5° BENDSTA 0+05.00, 2.00' LTCONNECT TOEXISTING 6" GATE VALVEWITH NEW 11.25 BENDSTA 0+05.14STA 0+18.26EXTERIOR BUILDING WALLSEE DETAIL 02660-13, SHEET C3.4,FOR CONNECTION TO BUILDINGSTA 0+15.74, 12.07' LT45° BEND4720472547304735474047204725473047354740FG- EG-0+00FG- EG-0+25FG- EG-0+50FG- EG-0+75FG-4731.01 EG-4731.01 RISER ROOMFF ELEV=4730.64STA 0+05.146" GATE VALVEAND 11.25 BENDINV = 4722.8890° VERT. BEND6" INV = 4722.88COORDINATE WITHPLUMBING PLANSFINISHEDGRADEEXISTINGGRADEWSWSWSWSFIREFIREPEEEEE E EEEEEEEGGGGGGGGGGBLDG 10 RISER ROOMFF ELEV = 4734.470+000+250+500+751+0022.5 DEG BENDSTA 0+62.28CONNECT TOEXISTING 6" GVSTA 0+10.004" DUCTILE IRON DOMESTIC WATERSERVICE. INSTALL PARALLEL TO FIRESERVICE LINE OFFSET A MINIMUM OF 2'TO THE NORTH. MATCH FIRE SERVICE GRADES.STA 0+10.00, 4.00' LT22.5 DEG BENDSTA 0+70.78STA 0+75.14EXTERIOR BUILDING WALLSEE DETAIL 02660-13, SHEET C3.4,FOR CONNECTION TO BUILDINGSTA 0+87.51, 7.25' LT45° BENDSTA 0+90.25, 4.49' LT45° BEND4720472547304735474047204725473047354740FG-4728.86EG-4728.860+00FG-4728.93EG-4728.930+25FG-4728.89EG-4728.890+50FG-4728.91EG-4728.910+75FG-4728.94EG-4728.941+00STA 0+10.006" GVINV = 4725.72STA 0+62.2822.5 DEG BEND6" INV = 4725.72STA 0+70.7822.5 DEG BEND6" INV = 4725.7590 DEG BEND6" INV = 4725.75COORDINATE WITHPLUMBING PLANSRISER ROOMFF ELEV=4734.47SDSDDDPE E E EEEEEEEEEG G G G G G G G G G MAINTENANCE BLDG(#11)CONNECT TO EXISTING 1" CURB STOPWITH 34" REDUCER.INSTALL 34" COPPER SERVICE TO BUILDING.FIRE SERVICEPLAN- BLDG 10AND 12C3.8DEQ AND CITY INFRASTRUCTURE REVIEW OWNER:DATE:SHEET TITLE:OWNER:DATE:SHEET TITLE:CHECKED BY:DRAWN BY: NWX APARTMENTS- AN ICON COMMUNITY BOZEMAN, MONTANABLACKRIDGE COMPANIES1735 SOUTH 19TH AVESUITE BBOZEMAN, MT 59718OFFICE: 406.582.8100FAX: 406.582.8108244 North College Avenue #130Fort Collins, Colorado 80524P 970.409.3414www.norris-design.comTHIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.RECORD DRAWING NOTEBLDG 12 FIRE SERVICEINSTALL 16 LF 6" CLASS 51 D.I. WATER PIPETYPE A TRENCH BACKFILLTYPE 1 BEDDINGOS&Y VALVE PERCOB STD DWG 02660-130VERT. SCALE IN FEET0HORIZ. SCALE IN FEET122410202040BLDG 10 FIRE SERVICEINSTALL 68 LF 6" CLASS 51 D.I. WATER PIPETYPE A TRENCH BACKFILLTYPE 1 BEDDINGCLASS I SYSTEMSYSTEM CLASSIFICATION:ACCORDING TO THE NFPA 24, A FLOW RATE OF 880GALLONS PER MINUTE IS REQUIRED FOR FLUSHING OF A6-INCH FIRE SERVICE LINE. THE INSTALLING CONTRACTORMUST PROVIDE AN APPROPRIATE ORIFICE SIZE TO MEETTHIS REQUIREMENT.CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAININGFLOW TEST DATA AND PREPARING HYDRAULICCALCULATIONS.FLUSHING REQUIREMENTS:OS&Y VALVE PERCOB STD DWG 02660-13TWIN LAKES AVETWIN LAKES AVETWIN LAKES AVEINSTALL ± 12.5 LF 1" COPPERSERVICE1.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THE MONTANA PUBLIC WORKSSTANDARD SPECIFICATIONS, 6TH EDITION DATED APRIL 2010 (MPWSS); THE CITY OF BOZEMAN MODIFICATIONS TOTHE MPWSS; AND THE PROJECT SPECIFICATIONS.2.A PRECONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION. NO MATERIALCHANGES MAY BE MADE TO THIS PLAN WITHOUT THE APPROVAL OF THE CITY OF BOZEMAN WATER/SEWERSUPERINTENDENT.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. THECONTRACTOR SHALL VERIFY THE EXISTENCE, LOCATION, DEPTH, AND SIZE OF THE UTILITIES PRIOR TOCONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO THE EXISTING FACILITIESDUE 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 FORPAYMENT PURPOSES.6.ALL WATER VALVES OWNED AND OPERATED BY THE CITY OF BOZEMAN SHALL BE OPERATED BY AUTHORIZED CITY OFBOZEMAN PERSONNEL ONLY. CONTRACTOR SHALL COORDINATE WITH THE CITY ENGINEER PRIOR TO CONNECTINGTO 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 OFBOZEMAN 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-QUARTERDEGREES (11.25°), TEES, AND PLUGS, SHALL BE INSTALLED IN CONFORMANCE WITH THE CITY OF BOZEMANMODIFICATIONS 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; MJFIELD LOK SERIES DI; FIELD LOK 350 GASKETS FOR PUSH-ON JOINTS, MANUFACTURED BY US PIPE; SIGMA ONE LOKSERIES SLD, MANUFACTURED BY SIGMA CORPORATION; OR APPROVED EQUAL FOR ALL FITTINGS THAT REQUIRETHRUST RESTRAINT, EXCEPT FOR CUT-IN OR TAPPING TEES (FOR MAINS OR SERVICES) AND BENDS ON SERVICELINES INSIDE BUILDING FOUNDATIONS, UNLESS SPECIFICALLY PROHIBITED BY THE CITY OF BOZEMAN. THEMECHANICAL RESTRAINTS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND ATALL JOINTS AS SPECIFIED BY THE ENGINEER.11.INSTALL V-BIO WRAP ON ALL NEW DUCTILE IRON WATER PIPE. FOLLOW ALL MANUFACTURER'S INSTALLATIONSPECIFICATIONS.12.DETECTABLE WARNING TAPE SHALL BE INSTALLED, CENTERED OVER ALL WATER MAINS, SERVICE LINES, ANDHYDRANT LEADS. TAPE SHALL BE INSTALLED A MINIMUM OF EIGHTEEN INCHES (18") AND MAXIMUM OF TWENTY-FOURINCHES (24") BELOW FINISH GRADE.13.THE FIRE SERVICE LINE SHALL BE INSTALLED, CHLORINATED, AND TESTED TO A MINIMUM OF 200 PSI BY A SINGLECONTRACTOR. OWNER OR OWNER'S AUTHORIZED REPRESENTATIVE SHALL PROVIDE CONSTRUCTION OBSERVATIONAND PREPARE THE RECORD DRAWINGS. CONTRACTOR SHALL FILL OUT AND SUBMIT "CONTRACTOR'S MATERIAL ANDTEST CERTIFICATE FOR UNDERGROUND PIPING".14.CONTRACTOR SHALL ADJUST ALL VALVE BOXES, CURB BOXES, AND MANHOLES TO FINAL GRADE UPON COMPLETIONOF ALL CONSTRUCTION. ANY BOXES OR MANHOLES DAMAGED OR OTHERWISE DISTURBED BY THE CONTRACTOR ORSUBCONTRACTOR SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. THIS WORK WAS INCIDENTAL TO THEPROJECT.GENERAL NOTES:BLDG 11 DOMESTICSERVICE3/4" TYPE K COPPER SERVICENO FIRE SERVICE REQUIREDRECORD DRAWING 22.5 DEG BENDPIPE LENGTH = 15.1' LT 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. 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 * 1.INSTALL INSULATION OVER ALL WATER AND/OR SEWER LINES AS DIRECTED BY ENGINEER INCLUDING ALL SEWER MAINS AND SERVICES WITH LESS THAN 5'-0" COVER TO FINISHED GRADE, ALL WATER MAINS AND SERIVCES WITH LESS THAN 6'-6" COVER TO FINISHED GRADE, AND ALL PIPES WITHIN 2' BELOW A CULVERT. NOTIFY ENGINEER PRIOR TO PLACING INSULATION. 2.INSTALL INSULATION IN TWO, 2" THICK LAYERS. ROTATE ORIENTATION OR STAGGER JOINTS TO PROVIDE 2' MIN OVERLAP BETWEEN JOINTS. INSULATION SHALL EXTEND A MINIMUM OF 4' BEYOND THE OUTER WALLS OF THE CULVERT. 3.INSULATION BOARD SHALL BE 2" THICK EXTRUDED POLYSTYRENE INSULATION BOARD PER AASHTO M230-70. 4.SAND MAY BE USED TO PROVIDE THE BASE. INSULATION SHALL BE COVERED WITH 12" OF SAND OR OTHER OTHER SUITABLE GRANULAR BASE PRIOR TO COMPACTION OR ADDITIONAL BACKFILLING. DETAILS- SEWER C5.4.MEE OWNER: DATE: SHEET TITLE: OWNER: DATE: SHEET TITLE:CHECKED BY:DRAWN BY:NWX APARTMENTS- AN ICON COMMUNITYBOZEMAN, MONTANABLACKRIDGE COMPANIES 1735 SOUTH 19TH AVE SUITE B BOZEMAN, MT 59718 OFFICE: 406.582.8100 FAX: 406.582.8108 244 North College Avenue #130 Fort Collins, Colorado 80524 P 970.409.3414 www.norris-design.com 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. RECORD DRAWING NOTE 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 ECCENTRIC MANHOLE DETAIL 02720-3 NOT TO SCALE SANITARY SEWER & STORM DRAIN CLEANOUT DETAIL NOT TO SCALE PIPE INSULATION RECORD DRAWINGPUBLIC INFRASTRUCTURE EXTENSIONS MJ GLAND MJ VALVE MJ GLAND D.I. PIPE D.I. PIPE MJ TEED.I. PIPE D.I. PIPE MJ GLAND CONCRETE THRUST BLOCK (TYP) UNDISTURBED EARTH (TYP) MJ GLAND MJ VALVE D.I. PIPE 3/4" MIN. CORROSION RESISTANT ALL THREAD RESTRAINING ROD, CONFORMING TO ASTM A242-81, INSTALLED IN HALF THE AVAILABLE MECHANICAL JOINT BOLT HOLES (TYP) WHERE NECESSARY, CLAMPING LUGS (ROMAC "DUCTILE LUG" OR EQUAL) DESIGNED TO FIT DUCTILE IRON (D.I.) PIPE, AND CONFORMING TO ASTM 536-80 MAY BE USED IN CONJUNCTION WITH THE RESTRAINING RODS. "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 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 BACKFLOW PREVENTION ASSEMBLY REQUIRED BACKFLOW PREVENTION DEVICE TO BE DETERMINED BY WATER SUPERINTENDENT METER SIZED SAME AS INCOMING LINE, NO EXCEPTIONS 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 NO PRESSURE GAUGES OR PRESSURE GAUGE FITTINGS WILL BE ALLOWED ON THE TEST PORTS OF ANY BACKFLOW PREVENTION ASSEMBLY. ***A MINIMUM OF FOUR (4) PIPE DIAMETERS OF STRAIGHT RUN PIPE IS REQUIRED UPSTREAM AND DOWNSTREAM OF THE METER / STRAINER ASSEMBLY 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 BACKFLOW PREVENTION 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 SERVICE LINE. COMBINATION STRAINER / METER IMMEDIATELY FOLLOWING OS&Y VALVE - METER MUST SET HORIZONTAL. 2.ALL BACKFLOW PREVENTION 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.HORIZONTAL INSTALLATIONS MUST BE A MINIMUM OF TWO FEET (2') AND MAXIMUM OF THREE FEET (3') ABOVE THE FINISHED FLOOR. 4.THE SERVICE RISER MUST BE A MINIMUM OF TWO FEET (2') FROM ANY OUTSIDE WALL. 5.THE INCOMING SERVICE LINE SHALL BE A MINIMUM OF 6.5' AND A MAXIMUM OF 7.5' BELOW THE FINISHED GRADE. 6.ALL SERVICE LINE APPURTENANCES SHALL HAVE A MINIMUM PRESSURE RATING OF 175 PSI. 7.ALL SERVICE LINES FOUR INCHES (4") AND LARGER SHALL BE CLASS 51 DUCTILE IRON PIPE. 8.LINE SIZING: THE BACKFLOW PREVENTION ASSEMBLY AND METER SHALL BE EQUAL IN SIZE TO BOTH THE INCOMING PIPE DIAMETER (UPSTREAM) AND OUTGOING PIPE DIAMETER (DOWNSTREAM). FOR EXAMPLE, A FOUR INCH (4") SERVICE LINE SHALL HAVE A FOUR INCH (4") METER AND BACKFLOW PREVENTION ASSEMBLY. 9.A MINIMUM OF FOUR (4) PIPE DIAMETERS OF STRAIGHT RUN PIPE IS REQUIRED UPSTREAM AND DOWNSTREAM OF THE METER / STRAINER ASSEMBLY. Know what's below. before you dig.Call R NOT TO SCALE TYPICAL VALVE / TEE RESTRAINT DETAIL02660-10 NOT TO SCALE THRUST BLOCKING FOR WATER MAIN VALVES DETAIL02660-3 NOT TO SCALE FIRE HYDRANT DETAIL 02660-4 NOT TO SCALE WATER SERVICE LINE DETAIL - FOR SIZES 4" AND LARGER02660-12 --------DETAILS- WATER C5.5.MEE OWNER: DATE: SHEET TITLE: OWNER: DATE: SHEET TITLE:CHECKED BY:DRAWN BY:NWX APARTMENTS- AN ICON COMMUNITYBOZEMAN, MONTANABLACKRIDGE COMPANIES 1735 SOUTH 19TH AVE SUITE B BOZEMAN, MT 59718 OFFICE: 406.582.8100 FAX: 406.582.8108 244 North College Avenue #130 Fort Collins, Colorado 80524 P 970.409.3414 www.norris-design.com 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. RECORD DRAWING NOTE RECORD DRAWING PUBLIC INFRASTRUCTURE EXTENSIONS