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Home My WebLink AboutBronken Warehouse As-Builts4575 4580 4585 4590 4595 4600 4575 4580 4585 4590 4595 4600 MIN 6.5' COVER (TYP.)STA 0+10.0216" X 8" TEEINV= 4586.85FG-EG-4595.720+00 FG-4596.70EG-4596.43FG-4597.00EG-4595.970+81 STA 0+12.14 8" GATE VALVE INV= 4586.86 STA 0+71.89 90° VERT. BEND W/ THRUST BLOCK INV= 4589.31 F F TV TV TV TV EEDYH DYH DYH I I D D D D S D S D D D S P P P WV WVWV WVWV WV WVWV WV BP BP BP BP BP NG NG NG NG S S SDSDSDSDSD SD BP BP BP BP BP BPBPBPBPBPBTBTBTBTBTBTBTSD S W W W W XX SD SD SD SD SD SDSD 12 S D 15SDF F TV TV TV TV EE DY H DYH DYH I I D D D D S D S D D D S P P P WV WV WV WV WVWV WVWV WV BP BP BP BP BP NG NG NG NG S S SD SDSD SD SD SD BP BP BP BP BP BP BP BPBPBPBT BT BT BT BTBT BTSD S W W W W XX 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 WALL213.19'FTVTVEEDYH IIDPPWVWVWVWVBPBPBPBPBPBPBPBPNGNGNGNGNGSDBPBPBPBPBPBPBP BPBP BP BP BP BP BP BP BT BT BT BT BT BT BT BT BT BTWWWW W8W 8WWS WSF TVTVEE DYH IID PPWVWV WVWVBPBP BPBP BPBPBPBP NGNG NGNGNGSDBP BPBP BPBPBPBP BPBP BP BP BP BP BP BP BT BT BT BT BT BT BT BT BT BTW WW W W0+000+811 1 NOT TO SCALE STANDARD FIRE SERVICE LINE INSTALLATION FOR CLASS I, II, & III SYSTEMS 02660-13 GENERAL NOTES: SCALE: 1" = 100' OVERALL SITE PLAN VIEW BRONKEN WAREHOUSE FIRE SERVICE LINE 3345 PRINCE LN, LOT 5A, BLOCK 3 OF NELSON MEADOWS SUBDIVISION CITY OF BOZEMAN, GALLATIN COUNTY, MONTANA ZONED: M-1 CLASS I SYSTEM SYSTEM CLASSIFICATION: ACCORDING TO THE NFPA 24, A FLOW RATE OF 1560 GALLONS PER MINUTE IS REQUIRED FOR FLUSHING OF A 8-INCH FIRE SERVICE LINE. THEREFORE, THE INSTALLING CONTRACTOR MUST PROVIDE AN ORIFICE SIZE OF AT LEAST 2 INCHES TO MEET THIS REQUIREMENT BASED ON THE CURRENT PARAMETERS OF THE SYSTEM. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING FLOW TEST DATA AND PREPARING HYDRAULIC CALCULATIONS. FLUSHING REQUIREMENTS: X X 8" FIRE SERVICE 2" DOMESTIC WATER SERVICE STATIONING FOLLOWS CENTERLINE OF PROPOSED FIRE SERVICE LINE. CENTERLINE OF 2" DOMESTIC WATER IS OFFSET 2.0' (CENTER TO CENTER) TO THE EAST OF THE FIRE SERVICE LINE. INSTALL BOTH UTILITIES IN THE SAME TRENCH. ALL ESTIMATED QUANTITIES ARE APPROXIMATE AND ARE TO BE USED ONLY AS A BASIS FOR ESTIMATING THE PROBABLE COST OF THE WORK AND FOR THE PURPOSE OF COMPARING BIDS SUBMITTED FOR THE WORK. THE ACTUAL AMOUNT OF WORK DONE AND MATERIALS FURNISHED UNDER UNIT PRICE ITEMS MAY DIFFER FROM THE ESTIMATED QUANTITIES. PROPOSED BUILDING FFE: 4597.00 Know what's below. before you dig.Call R FIRE SERVICE LINE TYPE A TRENCH BACKFILL TYPE 1 PIPE BEDDING STATION 0+10 TO 0+81 INSTALL ± 59 LF OF 8" CLASS 51 DIP AWWA C151 STA 0+10.02 - 0.0' LT INSTALL NEW 16" X 8" TEE NOTES BY SYMBOL: 8" FIRE SERVICE 1 2 1 NOTES BY SYMBOL: 2" DOMESTIC SERVICE 2 STA 0+10.02 - 2.00' RT INSTALL NEW 2" SERVICE SADDLE STA 0+68.89 - 0.0' LT EXTERIOR BUILDING WALL SEE DETAIL 02660-13, THIS SHEET, FOR CONNECTION TO BUILDING STA 0+68.89 - 2.0' RT EXTERIOR BUILDING WALL 1 1 2 2 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. DETECTABLE WARNING TAPE SHALL BE INSTALLED, CENTERED OVER ALL WATER MAINS, SERVICE LINES, AND HYDRANT LEADS. TAPE SHALL BE INSTALLED A MINIMUM OF EIGHTEEN INCHES (18") AND MAXIMUM OF TWENTY-FOUR INCHES (24") BELOW FINISH GRADE. 12. THE 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 EXISTING WATER MAIN TO THE OS&Y VALVE IN THE BUILDING. 13. THE FIRE SERVICE LINE SHALL BE INSTALLED, CHLORINATED, AND TESTED TO A MINIMUM OF 200 PSI BY A SINGLE CONTRACTOR. OWNER OR OWNER'S AUTHORIZED REPRESENTATIVE SHALL PROVIDE CONSTRUCTION OBSERVATION AND PREPARE THE RECORD DRAWINGS. CONTRACTOR SHALL FILL OUT AND SUBMIT "CONTRACTOR'S MATERIAL AND TEST CERTIFICATE FOR UNDERGROUND PIPING". 14. CONTRACTOR SHALL ADJUST ALL VALVE BOXES, CURB BOXES, AND MANHOLES TO FINAL GRADE UPON COMPLETION OF ALL CONSTRUCTION. ANY BOXES OR MANHOLES DAMAGED OR OTHERWISE DISTURBED BY THE CONTRACTOR OR SUBCONTRACTOR SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. THIS WORK WAS INCIDENTAL TO THE PROJECT. 15. IF CORROSIVE SOILS ARE FOUND ON SITE, CONTRACTOR TO USE V-BIO POLYETHYLENE ENCASEMENT AROUND PIPE. 16. THE FIRE LINE CONNECTION TO THE CITY WATER MAIN WITHOUT THE USE OF A TAPPING TEE WILL BE MADE BY THE CONTRACTOR INSTALLING THE APPROPRIATE SIZED TEE IN THE WATER MAIN. THE WATER DEPARTMENT WILL OPERATE ALL VALVES FOR THE SHUTDOWN OF THE LINE TO INSTALL THE TEE AND MUST BE PROVIDED WITH A MINIMUM OF 24 HOURS' NOTICE BEFORE THE WORK BEGINS. TEMPORARY WATER SERVICE SHALL BE PROVIDED TO ALL AFFECTED WATER CUSTOMERS IF THE SHUTDOWN PERIOD IS ANTICIPATED TO EXCEED FOUR HOURS. THE CITY OF BOZEMAN RESERVES THE RIGHT TO DETERMINE THE LIKELY EXTENT OF THE MAIN SHUT DOWN BASED ON THE PROPOSED WORK AND CONTRACTOR EXPERIENCE, AND REQUIRE THE INSTALLATION OF TEMPORARY WATER SERVICES BY THE CONTRACTOR. C4.0 SITE PLAN REVIEW 12/03/21 2200.048STELLA FRIABRONKEN WAREHOUSE 3345 PRINCE LANE, BOZEMAN, MT FIRE SERVICE AND DOMESTIC WATER SERVICE9/24/2021 9:45:22 AMPRELIMINARYDRAWINGS----No. 49499 CELINE M PROF ESSIONAL E N G IN EERM O N TAN A LICENSE D SAUCIER COPYRIGHT 2019 ISSUE DATE DESCRIP. ITEM NO.DESCRIPTION ESTIMATED QUANTITY UNIT FIRE SERVICE QUANTITY SCHEDULE 103 8" CLASS 51 DIP AWWA C151 FIRE SERVICE 59 LF101 16" X 8" TEE 1 EA 1 EA102 0 VERT. SCALE IN FEET 0 HORIZ. SCALE IN FEET 1.5 3 3 6 15 30 30 60 104 1 EA8" OS&Y FL x FL VALVE & ASSEMBLY 8" GATE VALVEPRINCE LANEPRINCE LANE NELSON ROAD02660-13 - PROPOSED FINISHED GROUND AT CENTERLINE OF FIRE SERVICE (TYP) EXISTING GROUND SURFACE (TYP) FINISHED FLOOR ELEVATION = 4597.00 FOR OS&Y VALVE INSTALLATION SEE DETAIL BOTTOM OF FLANGE ELEVATION = 4598.50 EXISTING GAS AND BURIED POWER APPROX. LOCATION 1 12/3/21 SP REV 1 CITY OF BOZEMAN APPROVED FOR ONE YEAR FROM THIS DATE These plans an specifications have been reviewed by the City of Bozeman and are hereby approved. This approval does not imply any specific warranty of the project design by the City of Bozeman. All engineering design details and construction operations performance are the responsibility of the design engineer and the owner. _____________________________________________________ Date City Review Engineer 12/10/2021 mschultz 06/27/23 21389-CO 4580 4585 4590 4595 4600 4605 4580 4585 4590 4595 4600 4605 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00MH-(1)STATION: 0+46.59RIM ELEV = 4596.4615" IE IN S: 4590.1315" IE OUT W: 4589.93 MH-(2)STATION: 1+45.12RIM ELEV = 4596.14 15" IE IN E: 4589.29 15" IE OUT N: 4589.09 MH-(3) STATION: 4+92.09RIM ELEV = 4593.03 15" IE IN S: 4586.82 15" IE OUT W: 4586.62 94.54 LF 15" PVC @ 0.68% 342.98 LF 15" PVC @ 0.66% 181.26 LF 15" PVC @ 0.79% EXISTING GROUND SURFACE PROPOSED FINISHED GROUND AT PIPE CENTERLINE 15" FLARED END TREATMENT SECTION W/ RIP RAP AT OUTLET INV OUT: 4585.18' CUT EXISTING 15" STORM PIPE APPROXIMATELY 46' FROM EXISTING MANHOLE IN PRINCE LANE CONTRACTOR TO VERIFY LOCATION, CONDITION, AND DEPTH OF EXISTING STORM MAIN PRIOR TO ORDERING NEW SD MANHOLES STA: 0+57.31 6" SANITARY SERVICE CROSSING INV: 92.65 STA: 4+18.62 12" STORM DRAIN CROSSING INV: 90.42' STA: 5+52.17 12" STORM DRAIN CROSSING INV: 88.37' STA: 2+59.71 12" STORM DRAIN CROSSING INV: 91.88 12SD SS12SD 12SD12SD12SD 12SD12SD 12SD15S D 15 SD 15SD 15SD SD SD12SD 12SD 12SD SD SDFTVDYH DDDDSSPWVWVWVWVBPBPBPBPBPBPBPBPBPBPNGNGNGNGNGNGNGNGSSSSSSSSSSSSSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDBPBPBPBPBPBPBPBPBPWWWWWWWXXXXXXXXXXXXXXXF TV DY HD D DDSS PWVWV WVWVBPBP BP BP BP BPBPBP BPBPNGNGNGNGNG NG NG NGSSSSS S S S S S S SSD SD SD SDSD SD SDSDSD SD SDSD SD SD SD SD SD SD SDSD SD SD SDSDBP BPBPBPBP BP BP BPBPW W W W W W WXX XX X X X X X X X X X X X N0°01'20"E 497.68'N89°52'46"W155.00' 342.68'222.49'222.63'S89°52'46"E 453.37'108.74'77.67' S0°01'20"W 505.04'15SD 15SD 15SD15SD 15SD 15SD 15SD 15SD 15SD 15SD 15SD 15SD 15SD 15SD 15SD 15SD 15SD 15SD 15SD 15SDSDMH-(1) STA 0+46.59 N=50924.86 E=49836.41 MH-(3) STA 4+92.09 N=51274.95 E=49750.10 OUTLET STA 6+75.86 N=51342.33 E=49579.13 94.54 LF 15" PVC @ 0.68%342.98 LF 15" PVC @ 0.66%181.26 LF 15" PVC @ 0.79%MH-(2) STA 1+45.12 N=50928.20 E=49737.93 0+00 1+002+00 3+00 4+00 5+00 6+00 7+004 5 9 5 4596 4 5 9 4 45924592 4591 4588458945904589 45904596 4595 4594 4595.00 4592.75 -1. 4 4 %-7.12%-2.76%-5.42%-3.10%-1 . 3 3 %C6.0 SITE PLAN REVIEW 1/13/2022 2008STELLA FRIABRONKEN WAREHOUSE3345 PRINCE LANE, BOZEMAN, MTSTORM DRAIN PLAN & PROFILE9/24/2021 9:45:22 AMNo. 49499 CELINE M PROFESSIONAL E N G IN EERM O N T AN A LICENS ED SAUCIER COPYRIGHT 2019 ISSUE DATE DESCRIP. PROPOSED BUILDING 0 VERT. SCALE IN FEET 0 HORIZ. SCALE IN FEET 2.5 5 5 10 15 30 30 60 STORM SEWER STA 0+00.00 - 7+00.00 INSTALL 619 LF 15" PVC A-2000 TYPE A TRENCH BACKFILL, TYPE 2 PIPE BEDDING 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 STORM DRAIN INLETS AND MANHOLES SHALL BE THE SIZE INDICATED, AND CONSTRUCTED PER CITY OF BOZEMAN STANDARD DETAILS: CURB INLET (2' X 3'): DETAIL # 02720-1A CURB INLET (3' DIA.): DETAIL # 02720-1 CURB INLET (4' DIA.): DETAIL # 02720-1B DROP INLET (2' DIA.) : DETAIL # 02720-2 MANHOLE: DETAIL # 02720-3 PREFERRED; #02720-4 AS NEEDED MANHOLES INDICATING “RIM=” SHALL HAVE SOLID COVERS, THOSE INDICATING “GRATE=” SHALL HAVE SLOTTED (GRATED) COVERS, AND THOSE INDICATING “TBC=” SHALL HAVE CURB INLET TYPE SLOTTED COVERS. 3. .ALL PIPES LABELED "SD" (STORM DRAIN) ARE 12" DIA. OR LARGER. STORM DRAIN PIPE SHALL BE DUAL WALLED, SMOOTH INTERIOR POLYETHYLENE PIPE. USE HP STORM, AS MANUFACTURED BY ADS. 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 ARE TO CENTERLINE OF PIPE OR FITTING. 6. THE PIPE GRADES SHOWN ARE CALCULATED FROM ACTUAL DISTANCES, EDGE-OF-MANHOLE TO EDGE-OF-MANHOLE AS APPLICABLE. THE DISPLAYED PIPE LINEAL FEET REFLECTS THE DISTANCE FROM CENTER-OF-MANHOLE TO CENTER-OF-MANHOLE ON ALL GRAVITY PIPING. 7. LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION POINTS. 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. 15. NO STOPPING, PARKING, OR STORING OF CONSTRUCTION MATERIALS IN THE PUBLIC STREETS /ROADS, RIGHTS-OF-WAY, OR ANY DRIVEWAY IS ALLOWED. 16. 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. 17. ASPHALT AND CONCRETE SHALL BE SAW CUT OR NEAT CUT AS APPROVED BY THE ENGINEER. 18. THE CONTRACTOR SHALL UTILIZE COMPACTION EQUIPMENT SUITABLE FOR THE SOIL TYPES AND SURFACE MATERIALS ENCOUNTERED ON THE PROJECT. 19. SIDE SLOPES FROM DRIVE AND PARKING AREAS SHALL BE 4:1 MAX UNLESS OTHERWISE SPECIFIED. 20. 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. 21. CONTRACTOR IS RESPONSIBLE FOR PROJECT DUST CONTROL. 22. ACCESSIBLE ROUTES SHALL HAVE A MAXIMUM. RUNNING SLOPE OF 5%. EXISTING 15" STORM DRAIN PIPE EXISTING STORM MANHOLE 1 12/3/21 SP REV 1 22.5" MIN DEPTH OF 2" TO 3" WASHED STONE SPLASH PAD UNDERLAIN WITH PROPEX GEOTEX 601 NONWOVEN GEOTEXTILE FABRIC OR APPROVED EQUAL, REFER TO DETAIL "TEMPORARY OUTLET VELOCITY DISSIPATION DEVICES RC-2" FROM MDT'S EROSION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICES, PAGE 59 EXISTING 15" STORM DRAIN TO BE REMOVED EXISTING 15" STORM DRAIN TO BE REMOVED EXISTING STORM DRAIN MANHOLE TO BE REMOVED PROPOSED SWALE @ 1.0% SLOPE 2 1/13/22 SP REV 2 3 1/14/22 ENG REV 1 3 3 CITY OF BOZEMAN APPROVED FOR ONE YEAR FROM THIS DATE These plans an specifications have been reviewed by the City of Bozeman and are hereby approved. This approval does not imply any specific warranty of the project design by the City of Bozeman. All engineering design details and construction operations performance are the responsibility of the design engineer and the owner. _____________________________________________________ Date City Review Engineer 01/24/2022 mschultz 06/27/23 21389-CO SS SSS S S SDSBP BP BPBP BP BP BP BPBP BP BP BPBP BPNGNG NG NG NG NG NGNGNG NG NGSS SS SSS S S S S S S SSSD SD SD SD SD SD SD SD SD SD SD SDSD SD SDBP BP BP BP BP BP BP BPBP BPBP BP BPBPW W WW W W W W W W W 435.82'15SD15SD 15SD 15SD15SD 15SD 15SDSD SD SD SDMH-(1) STA 0+51.59 N=50929.87 E=49836.58 0+00 1+004" TOP SOIL 6" (MIN) 3" MINUS COMPACTED SUBGRADE (95%) FINE GEO FABRIC STRUCTURAL GEO-GRID COPYRIGHT 2019 PROPOSED BUILDING 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. 15. NO STOPPING, PARKING, OR STORING OF CONSTRUCTION MATERIALS IN THE PUBLIC STREETS /ROADS, RIGHTS-OF-WAY, OR ANY DRIVEWAY IS ALLOWED. 16. 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. 17. ASPHALT AND CONCRETE SHALL BE SAW CUT OR NEAT CUT AS APPROVED BY THE ENGINEER. 18. THE CONTRACTOR SHALL UTILIZE COMPACTION EQUIPMENT SUITABLE FOR THE SOIL TYPES AND SURFACE MATERIALS ENCOUNTERED ON THE PROJECT. 19. SIDE SLOPES FROM DRIVE AND PARKING AREAS SHALL BE 4:1 MAX UNLESS OTHERWISE SPECIFIED. 20. 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. 21. CONTRACTOR IS RESPONSIBLE FOR PROJECT DUST CONTROL. 22. ACCESSIBLE ROUTES SHALL HAVE A MAXIMUM. RUNNING SLOPE OF 5%. EXISTING 15" STORM DRAIN PIPE EX 1 PR #4 10/6/2022 2008STELLA FRIABRONKEN WAREHOUSE3345 PRINCE LANE, BOZEMAN, MTSTORM MANHOLE ACCESS DRIVE9/24/2021 9:45:22 AMNo. 49499 CELINE M PROFESSIONAL E N G IN EERM O N T AN A LICENS ED SAUCIER EXISTING STORM MANHOLE EXISTING 15" STORM DRAIN TO BE REMOVED ISSUE DATE DESCRIP. 1 12/3/21 SP REV 1 3 2/3/22 ADD 2 SCALE: 1/2" = 1'-0" PROPOSED ACCESS DRIVE TO MANHOLE PROPOSED ACCESS DRIVE, SEE DETAIL 1/EX1 10 205 10 0 SCALE IN FEET PROPOSED ACCESS DRIVE, SEE DETAIL 1/EX1 06/27/23 21389-CO