HomeMy WebLinkAboutGallatin Crossing Phase 1 Infrastructure PlansGALLATIN CROSSINGPHASE 1 INFRASTRUCTURE PLANSBOZEMAN, MONTANAVICINITY MAPIMEG CORP. HAS ADOPTED SAFETY PROCEDURES FOR ITS EMPLOYEES WHO PROVIDEPROFESSIONAL ENGINEERING AND SURVEYING SERVICES. A COPY OF THESE PROCEDURES ISAVAILABLE FROM THE SAFETY OFFICER. IMEG CORP. PERSONNEL ARE NOT TRAINED INCONTRACTOR (CONSTRUCTION) SAFETY AND COMPLIANCE PROCEDURES. THE METHODS ANDMEANS TO COMPLY WITH CONSTRUCTION SITE SAFETY ARE THE SOLE RESPONSIBILITY OF THECONTRACTOR.GALLATIN MALL GROUP LLC.RECORD DRAWING SETAS-BUILT08/23/2024UTILITY NOTETHE LOCATIONS OF THOSE BURIED AND ABOVE GROUND UTILITIES SHOWN ARE APPROXIMATE,ARE SHOWN FOR CONTRACTOR INFORMATIONAL USE ONLY, AND ARE NOT TO BE REFERENCEDFOR CONSTRUCTION PURPOSES. THE IMPLIED PRESENCE OR ABSENCE OF UTILITIES IS NOT TOBE CONSTRUED BY THE OWNER, ENGINEER, CONTRACTOR, OR SUBCONTRACTORS TO BE ANACCURATE AND COMPLETE REPRESENTATION OF UTILITIES THAT MAY OR MAY NOT EXIST ON THECONSTRUCTION SITE. BURIED AND ABOVE GROUND UTILITY LOCATION, IDENTIFICATION, ANDMARKING ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. REROUTING, DISCONNECTION,PROTECTION, ETC. OF ANY UTILITY MUST BE COORDINATED BETWEEN THE CONTRACTOR, UTILITYCOMPANY AND OWNER. SITE SAFETY, INCLUDING THE AVOIDANCE OF HAZARDS ASSOCIATEDWITH BURIED AND ABOVEGROUND UTILITIES, REMAINS THE SOLE RESPONSIBILITY OF THECONTRACTOR.Know what'sbelow.before you dig.CallRSITE LOCATIONNo.
REVISIONSFile Name: IMEG Project No: Date: Drawn By: Checked By: Sheet of DESCRIPTION DATECOPYRIGHTALL RIGHTS RESERVEDC23002802.00_C&H 211237_SEWERPH1_AB_2024.05.28.dwg2024Field Book No:1143 STONERIDGE DR
SUITE 2
BOZEMAN, MT 59718
PH: 406.582.9901
www.imegcorp.com
KML009GALLATIN CROSSING
BOZEMAN, MONTANA
COVER23002802.00MJHMMSG-1188/23/2024
No.
REVISIONSFile Name: IMEG Project No: Date: Drawn By: Checked By: Sheet of DESCRIPTION DATECOPYRIGHTALL RIGHTS RESERVEDC23002802.00_C&H 211237_SEWERPH1_AB_2024.05.28.dwg2024Field Book No:1143 STONERIDGE DR
SUITE 2
BOZEMAN, MT 59718
PH: 406.582.9901
www.imegcorp.com
KML009GALLATIN CROSSING
BOZEMAN, MONTANA
LEGEND AND NOTES23002802.00MJHMMSG-228GENERAL NOTES1.ALL IMPROVEMENTS SHOWN ON THESE ENGINEERING PLANS SHALL COMPLYWITH THE CITY OF BOZEMAN DESIGN AND SPECIFICATIONS, LATEST EDITION,AND THE STANDARDS OF THE MONTANA PUBLIC WORKS, LATEST EDITION.2.UNDERGROUND FACILITIES, STRUCTURES AND UTILITIES HAVE BEEN PLOTTEDFROM AVAILABLE SURVEYS, REVIEW OF EXISTING PUBLIC RECORDS, AND FIELDINVESTIGATION. THEIR LOCATIONS MUST BE CONSIDERED APPROXIMATE ONLY.IT IS POSSIBLE THERE MAY BE OTHERS, THE EXISTENCE OF WHICH PRESENTLYNOT KNOWN OR SHOWN. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TOCONTACT EACH UTILITY COMPANY FOR THE FIELD LOCATION OF THEIR EXISTINGLINES IN OR NEARBY THE CONSTRUCTION AREA PRIOR TO BEGINNING ANYCONSTRUCTION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINETHEIR EXISTENCE AND EXACT LOCATION AND TO AVOID DAMAGE THERETO.3.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT ALLEXISTING UTILITIES AND PAVED STREETS, INCLUDING ANY NOT SHOWN ONTHESE DRAWINGS. THE CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIESPRIOR TO CONSTRUCTION AND NOTIFY THE ENGINEER IF ANY CONFLICTS WITHTHE DRAWINGS OCCUR. ANY DAMAGE TO EXISTING UTILITIES AND/OR PAVEDSTREETS CAUSED BY TRENCHING AND GRADING OPERATIONS SHALL BEREPAIRED AT THE CONTRACTOR'S EXPENSE. EXISTING UTILITY LOCATIONSSHOWN ON THE DRAWINGS ARE APPROXIMATE.4.PROVIDE POSITIVE DRAINAGE AT ALL TIMES WITHIN THE CONSTRUCTION AREAS,NOT ALLOWING WATER TO POND. DO NOT ALLOW WATER TO DRAIN OR TO PONDONTO ADJOINING PROPERTY OR PUBLIC RIGHT-OF-WAY.5.ALL DEBRIS RESULTING FROM CONSTRUCTION OPERATIONS SHALL BEPROPERLY DISPOSED OF OFF-SITE AND IN ACCORDANCE WITH ALL APPLICABLELAWS AND REGULATIONS.6.THE CONTRACTOR SHALL EXERCISE PROPER CAUTION TO PROTECT THEEXISTING IMPROVEMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FORREPAIRING ANY DAMAGE.7.ALL EROSION CONTROL MEASURES MUST BE INSTALLED ( WHERE POSSIBLE )PRIOR TO THE COMMENCEMENT OF ANY EARTH DISTURBING OPERATIONS. THEREMAINING EROSION CONTROL MEASURES SHALL BE INSTALLED AS SOON ASREASONABLY POSSIBLE AFTER GRADING OPERATIONS BEGIN. WHERE THEPRESENCE OF SILT FENCE WILL INTERFERE WITH ACTIVITIES, DIVERSIONDITCHES AND SMALL TEMPORARY SEDIMENT TRAPS SHALL BE UTILIZED UNTILSILT FENCE OR OTHER MEASURES MAY BE INSTALLED AND VEGETATIONESTABLISHED.8.DSSP I.E.1a.ALL CONSTRUCTION WILL CONFORM TO MPWSS, (LATEST) EDITION,AND CITY OF BOZEMAN MODIFICATIONS TO MPWSS.b.ANY EXISTING OR NEW VALVES WHICH CONTROL THE CITY OFBOZEMAN'S WATER SUPPLY SHALL BE OPERATED BY CITY OFBOZEMAN PERSONNEL ONLY.c.CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF24-HOURS PRIOR TO BEGINNING ANY WORK.d.CONTRACTOR SHALL FIELD-VERIFY LINE AND GRADE OF EXISTINGCONNECTIONS.EROSION CONTROL NOTES1.EROSION CONTROL SHALL BE INSTALLED PRIOR TO ANY GRADING OPERATIONSWHERE POSSIBLE.2.CONSTRUCTION ENTRANCE SHALL BE MAINTAINED TO PREVENT OFF-SITETRACKING OF SEDIMENT ONTO PUBLIC ROADWAYS. ANY SEDIMENT DEPOSITEDON PUBLIC ROADS SHALL BE REMOVED BY SHOVELING OR STREET CLEANINGBEFORE THE END OF EACH WORKING DAY.3.SHOWN LOCATION OF SILTATION CONTROL IS APPROXIMATE. ACTUALLOCATIONS TO BE DETERMINED IN THE FIELD AT THE TIME OF CONSTRUCTION.4.WATER PUMPED DURING CONSTRUCTION OPERATIONS SHALL BE FILTERED.5.ONCE CONSTRUCTION HAS BEEN COMPLETED, OR TEMPORARILY SUSPENDEDFOR LONGER THAN 21 DAYS (SUCH AS WINTER SHUTDOWN), THE CONTRACTORSHALL SEED ALL AREAS DISTURBED WITHIN 21 DAYS OF THE LASTDISTURBANCE. EROSION CONTROL DEVICES SHALL REMAIN IN PLACE AND BEMAINTAINED UNTIL THE CONTRACTOR ESTABLISHES A GOOD STAND OF GRASSOF UNIFORM COLOR AND DENSITY TO THE SATISFACTION OF THE ENGINEER.6.CONTRACTOR SHALL ADHERE TO THE MONTANA CONSTRUCTION SITE EROSIONCONTROL MANUAL.7.ALL EROSION CONTROL MEASURES MUST BE INSTALLED ( WHERE POSSIBLE )PRIOR TO THE COMMENCEMENT OF ANY EARTH DISTURBING OPERATIONS. THEREMAINING EROSION CONTROL MEASURES SHALL BE INSTALLED AS SOON ASREASONABLY POSSIBLE AFTER GRADING OPERATIONS BEGIN. WHERE THEPRESENCE OF SILT FENCE WILL INTERFERE WITH ACTIVITIES, DIVERSIONDITCHES AND SMALL TEMPORARY SEDIMENT TRAPS SHALL BE UTILIZED UNTILSILT FENCE OR OTHER MEASURES MAY BE INSTALLED AND VEGETATIONESTABLISHED.8.EROSION CONTROL MEASURES SHALL BE INSPECTED WEEKLY AND AFTEREACH PRECIPITATION EVENT AND REPLACED OR REPAIRED AS NECESSARY.9.SILT FENCE AND SEDIMENT BASIN SHALL BE CLEANED OR REPLACED WHENSILT BUILDS UP TO WITHIN ONE FOOT OF THE TOP OF THE SILT FENCE.10.PROJECT WILL BE COVERED BY A GENERAL PERMIT REGULATING RUNOFFFROM CONSTRUCTION SITES. IT IS THE CONTRACTOR'S RESPONSIBILITY TOPERFORM THE REQUIRED MONITORING, INSPECTION AND MAINTENANCE ASREQUIRED BY THE PERMIT.11.CONCRETE WASHOUT DEBRIS SHOULD BE HAULED OFF-SITE. WASHOUTSHOULD BE FILLED IN AND SEEDED.12.ALL AREAS DISTURBED BEYOND LIMITS SHOWN SHOULD BE SEEDED WITHADJACENT SEED MIXTURE OR IN-KIND.SUBMITTALS, QUALITY CONTROL & ASSURANCE,INSPECTIONS, AND TESTING:1.CONTRACTOR SHALL COMPLY WITH SUMMARY OF WORK, SECTION 01010,MPWSS.2.CONTRACTOR SHALL COMPLY WITH PROJECT COORDINATION, SECTION 01041,MPWSS.3.CONTRACTOR SHALL COMPLY WITH FIELD ENGINEERING, SECTION 01050,MPWSS. REPLACE PART 1.1.A WITH“NOTIFY ENGINEER OF REQUIRED SURVEY WORK AT LEAST 5 DAYSBEFORE STARTING WORK."4.CONTRACTOR SHALL COMPLY WITH SUBMITTALS, SECTION 01300, MPWSS.5.CONTRACTOR SHALL COMPLY WITH THE CONTRACTOR QUALITY CONTROL ANDOWNER QUALITY ASSURANCE, SECTION 01400 MPWSS.6.CONTRACTOR SHALL COMPLY WITH CONTRACT CLOSEOUT, SECTION 01700,MPWSS.7.CONTRACTOR SHALL COMPLY WITH ALL DENSITY CONTROL TESTING, PART 1.3,FOR SUB BASE COURSE, SECTION 02234 MPWSS. THIS DOES NOT EXCLUDEANY OTHER REQUIREMENTS OF SECTION 02234 MPWSS.8.CONTRACTOR SHALL COMPLY WITH ALL DENSITY CONTROL TESTING, PART 1.3,AND MATERIALS SUBMITTALS, PART 1.4, FOR CRUSHED BASE COURSE, SECTION02235 MPWSS. THIS DOES NOT EXCLUDE ANY OTHER REQUIREMENTS OFSECTION 02235 MPWSS.9.CONTRACTOR SHALL COMPLY WITH PAVEMENT AND MATERIAL TESTINGREQUIREMENTS, PART 3.29, FOR ASPHALT CONCRETE PAVEMENT, SECTION02510 MPWSS. THIS DOES NOT EXCLUDE ANY OTHER REQUIREMENTS OFSECTION 02510 MPWSS.10.CONTRACTOR SHALL COMPLETE TRENCH EXCAVATION AND BACKFILL INACCORDANCE WITH SECTION 02221 MPWSS. THIS INCLUDES BACKFILL FORSTORM DRAINAGE INFRASTRUCTURE.11.THE CONTRACTOR SHALL COORDINATE WITH ENGINEER TO OBTAIN SAMPLESOF TRENCH BACKFILL MATERIAL TO BE USED ON-SITE. THIS INCLUDES BACKFILLFOR STORM DRAINAGE INFRASTRUCTURE.12.CONTRACTOR WILL BE RESPONSIBLE FOR COORDINATION WITH A MATERIALTESTING COMPANY OF THE OWNER'S SELECTION TO COMPLETE COMPACTIONTESTING OF TRENCH BACKFILL. COORDINATION INCLUDES UPDATINGAPPROPRIATE PERSONNEL EMPLOYED BY THE MATERIAL TESTING COMPANYEVERY WORK DAY AS TO PROGRESS OF WORK SO ADEQUATE TESTING CAN BECOMPLETED.13.THE CONTRACTOR WILL BE REQUIRED TO PREPARE A SET OF DETAILEDAS-BUILT DRAWINGS TO BE PRESENTED TO THE ENGINEER AT THECOMPLETION OF THE PROJECT. THE AS-BUILT DRAWINGS SHALL BE UPDATEDDAILY AND REVIEWED WEEKLY BY THE PROJECT ENGINEER. AS-BUILTDRAWINGS SHALL INCLUDE, BUT NOT LIMITED TO LOCATION/DEPTHS OFEXISTING UTILITIES ENCOUNTERED DURING COMPLETING THE WORK ANDLOCATION/DEPTHS OF INSTALLED INFRASTRUCTURE COMPLETED AS PART OFTHE WORK. INSTALLED INFRASTRUCTURE INCLUDES CULVERTS, PONDS,STORM DRAINAGE SYSTEMS, CATCH BASINS, DRY-WELL SUMPS, STORMMANHOLES, SWALES, DITCHES, DRY UTILITIES (GAS, POWER, PHONE, ETC.), ANDROAD AND PEDESTRIAN FEATURES SUCH AS HANDICAP RAMPS, SIDEWALKS,ROADS, CURB AND GUTTER, ETC.CONSTRUCTION NOTES1.ALL WORK SHALL BE IN ACCORDANCE WITH THE MONTANA PUBLIC WORKSSTANDARD SPECIFICATIONS (MPWSS), SIXTH EDITION, DATED APRIL 2010, LOCALJURISDICTIONAL STANDARDS, SPECIAL PROVISIONS, AND CONTRACTDOCUMENTS.2.CONTRACTOR SHALL COMPLY WITH CONSTRUCTION AND TEMPORARYFACILITIES, SECTION 01500, MPWSS.3.CONTRACTOR SHALL COMPLY WITH CONSTRUCTION TRAFFIC CONTROL,SECTION 01570, MPWSS.4.FOR ROAD PLAN AND PROFILE SHEETS, THE STATIONING AND ELEVATIONSPROVIDED ARE FOR FINISHED GRADE AT CENTERLINE OF ROAD, UNLESS NOTEDOTHERWISE.5.FOR PROPOSED PIPE INSTALLATIONS (CULVERTS, STORM DRAINS, IRRIGATION,ETC.), THE STATIONING IS FROM CENTERLINE OF PIPE AND ELEVATIONS AREFROM INVERT OF PIPE, UNLESS NOTED OTHERWISE.6.ELEVATIONS SHOWN ON THE DRAWINGS ARE TO FINISHED SURFACE GRADEUNLESS OTHERWISE INDICATED.7.ELEVATIONS FOR CURB AND GUTTER ARE FOR TOP BACK OF CURB, UNLESSOTHERWISE INDICATED. ELEVATIONS PROVIDED AT CURB LAY DOWNS ARE FORTHE “PROJECTED” TOP BACK OF CURB, AS THOUGH THE SPECIFIED CURB WASBEING INSTALLED THROUGH THE LAY DOWN. THIS ALLOWS THE CONTRACTORTO SET HIS CURB STRING LINE OR FORMS BASED ON THE ELEVATIONS SHOWNON THE PLANS, AND THEN CUT OUT THE EXTRA CONCRETE FOR THE LAY DOWN.8.ALL MATERIAL FURNISHED ON OR FOR THIS PROJECT SHALL MEET THE MINIMUMREQUIREMENTS OF THE APPROVING AGENCIES OR AS SET FORTH HEREIN,WHICHEVER IS MORE RESTRICTIVE.9.IF MORE THAN ONE ACRE WILL BE DISTURBED DURING CONSTRUCTION THECONTRACTOR IS RESPONSIBLE TO NOTIFY DEQ OR SUBMIT STORM WATERPOLLUTION PREVENTION PERMIT (SWPPP) TO DEQ PRIOR TO CONSTRUCTION.CONSTRUCTION STAKING1.CONSTRUCTION STAKING WILL BE COORDINATED AND CONTRACTED THROUGHTHE CONTRACTOR.GRADING NOTES1.ALL RAMPS SHALL BE SLOPED @ 12:1 MAX (8.33%) WITH A CROSS SLOPE LESSTHAN 2%.2.SQUARE CUT ALL ASPHALT.3.CONTRACTOR SHALL PROTECT ALL ADJACENT IMPROVEMENTS (BUILDINGS,ROADWAYS, FENCES, DITCHES, PARKING LOTS, UTILITIES, SIDEWALKS, CURBS,GUTTER, PARK RECREATION IMPROVEMENTS, TREES, ETC.) FROM DAMAGE ANDEROSION. ALL DISTURBED AREAS SHALL BE RESTORED TO THEIR ORIGINALCONDITION.4.COMPACT SUBGRADE AND GRAVEL CUSHION TO 95% PROCTOR DENSITY OR PERGEOTECHNICAL ENGINEERING REPORT, WHICHEVER PROVIDES A GREATER LEVELOF COMPACTION.UTILITY NOTES1.THE CONTRACTOR SHALL NOTIFY APPROPRIATE PERSONNEL FOR UTILITYLOCATIONS AND NOTICE OF CONSTRUCTION COMMENCEMENT AT LEAST TWOBUSINESS DAYS PRIOR TO PROCEEDING WITH THE WORK. BEFORECONTRACTOR PROCEEDS WITH THE WORK, A COMMON LOCATE SERVICE (ONECALL) IS AVAILABLE AT 1-800-424-5555. ALL UNDERGROUND FACILITIES MAYNOT BE LOCATED BY THE ONE CALL SERVICE INCLUDING BUT NOT LIMITED TOSUCH UNDERGROUND FACILITIES AS IRRIGATION SYSTEMS, PUBLIC ANDPRIVATE WATER AND SEWER SYSTEMS, ETC.2.THE CONTRACTOR SHALL SUPPORT AND PROTECT ALL EXPOSED UTILITIES INCONFORMANCE WITH THE UTILITY OWNER'S STANDARDS.3.THE INFORMATION AND DATA SHOWN OR INDICATED IN THE DRAWINGS WITHRESPECT TO EXISTING UNDERGROUND FACILITIES AT OR CONTIGUOUS TOTHE SITE IS BASED ON INFORMATION AND DATA FURNISHED TO OWNER ORENGINEER BY THE OWNERS OF SUCH UNDERGROUND FACILITIES, INCLUDINGOWNER, OR BY OTHERS. UNLESS IT IS OTHERWISE NOTED:a.OWNER AND ENGINEER SHALL NOT BE RESPONSIBLE FOR THEACCURACY OR COMPLETENESS OF ANY SUCH INFORMATION OR DATE;ANDb.THE COST OF ALL OF THE FOLLOWING WILL BE INCLUDED IN THECONTRACT PRICE, AND CONTRACTOR SHALL HAVE FULLRESPONSIBILITY FOR:i.REVIEWING AND CHECKING ALL SUCH INFORMATION AND DATA,ii.LOCATING ALL UNDERGROUND FACILITIES SHOWN OR INDICATED INTHE DRAWINGS,iii.COORDINATION OF THE WORK WITH THE OWNERS OF SUCHUNDERGROUND FACILITIES, INCLUDING OWNER, DURINGCONSTRUCTION, ANDiv.THE SAFETY AND PROTECTION OF ALL SUCH UNDERGROUNDFACILITIES AND REPAIRING ANY DAMAGE THERETO RESULTING FROMTHE WORK.c.AT LEAST 2 BUSINESS DAYS BEFORE BEGINNING ANY EXCAVATION, THECONTRACTOR SHALL, ACCORDING TO MCA 69-4-501, NOTIFY ALLOWNERS OF UNDERGROUND FACILITIES AND COORDINATE THE WORKWITH THE OWNERS OF SUCH UNDERGROUND FACILITIES. THEINFORMATION SHOWN OR INDICATED IN THE DRAWINGS WITH RESPECTTO EXISTING UNDERGROUND FACILITIES IS BASED ON INFORMATIONAND DATA OBTAINED FROM THE OWNERS OF THE FACILITIES WITHOUTFIELD EXPLORATION, AND AS SUCH, OWNER AND ENGINEER ARE NOTRESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SUCHINFORMATION OR DATA.WATER CONSTRUCTION NOTES1.ALL WORK SHALL BE IN ACCORDANCE WITH THE MONTANA PUBLIC WORKSSTANDARD SPECIFICATIONS (MPWSS), SIXTH EDITION, DATED APRIL 2010, CITYOF BOZEMAN STANDARDS, AND IMEG CORP. SPECIFICATIONS, IF ANY. WATERWORK SHALL CONFORM TO SECTION 02600 AND ANY REFERENCEDSPECIFICATIONS.2.STATIONS ARE PROVIDED FROM CENTER OF BEND, TEE, OR CONNECTION,UNLESS NOTED OTHERWISE.3.WATER SERVICES SHALL BE CONSTRUCTED AND INSPECTED PER UNIFORMPLUMBING CODE, CITY OF BOZEMAN PUBLIC WORKS, AND MOUNTAIN WATERCOMPANY.SEWER CONSTRUCTION NOTES1.ALL WORK SHALL BE IN ACCORDANCE WITH THE MONTANA PUBLIC WORKSSTANDARD SPECIFICATIONS (MPWSS), SIXTH EDITION, DATED APRIL 2010, CITYOF BOZEMAN STANDARDS, AND IMEG CORP. SPECIFICATIONS, IF ANY.SANITARY SEWER WORK SHALL CONFORM TO SECTION 02730 AND ANYREFERENCED SPECIFICATIONS.2.INVERT ELEVATIONS ARE PROVIDED FROM CENTER OF MANHOLE, UNLESSNOTED OTHERWISE.3.MANHOLE STATIONS ARE PROVIDED FROM CENTER OF MANHOLE, UNLESSNOTED OTHERWISE.4.SEWER SERVICES SHALL BE CONSTRUCTED AND INSPECTED PERINTERNATIONAL PLUMBING CODE, CITY OF BOZEMAN PUBLIC WORKS.SANITARY SEWER NOTES1.SANITARY SEWER MANHOLES SHALL BE INSTALLED PER C.O.B. STD. DWG. NO.02720-3 WHEN THE DISTANCE FROM THE RIM TO THE LOWEST INVERT ISGREATER THAN OR EQUAL TO SIX FEET. WHEN THIS DISTANCE IS LESS THANSIX FEET, INSTALL PER C.O.B. STD. DWG. NO. 02720-4.2.UNLESS OTHERWISE NOTED, ALL SANITARY SEWER SERVICES ARE TO BE 4"SDR 26 PVC INSTALLED PER C.O.B. STD DWG. NO. 02730-2.3.INSTALL IN TRENCH PER C.O.B. STD. DWG. NO. 02221-1.
No.
REVISIONSFile Name: IMEG Project No: Date: Drawn By: Checked By: Sheet of DESCRIPTION DATECOPYRIGHTALL RIGHTS RESERVEDC23002802.00_C&H 211237_SEWERPH1_AB_2024.05.28.dwg2024Field Book No:1143 STONERIDGE DR
SUITE 2
BOZEMAN, MT 59718
PH: 406.582.9901
www.imegcorp.com
KML009GALLATIN CROSSING
BOZEMAN, MONTANA
INFRASTRUCTURE LAYOUT23002802.00MJHMMSG-338
No.
REVISIONSFile Name: IMEG Project No: Date: Drawn By: Checked By: Sheet of DESCRIPTION DATECOPYRIGHTALL RIGHTS RESERVEDC23002802.00_C&H 211237_SEWERPH1_AB_2024.05.28.dwg2024Field Book No:1143 STONERIDGE DR
SUITE 2
BOZEMAN, MT 59718
PH: 406.582.9901
www.imegcorp.com
KML009GALLATIN CROSSING
BOZEMAN, MONTANA
SANITARY SEWER PHASE 1 AB23002802.00MJHMMSS-148
No.
REVISIONSFile Name: IMEG Project No: Date: Drawn By: Checked By: Sheet of DESCRIPTION DATECOPYRIGHTALL RIGHTS RESERVEDC23002802.00_C&H 211237_SEWERPH1_AB_2024.05.28.dwg2024Field Book No:1143 STONERIDGE DR
SUITE 2
BOZEMAN, MT 59718
PH: 406.582.9901
www.imegcorp.com
KML009GALLATIN CROSSING
BOZEMAN, MONTANA
SEWER DETAILS23002802.00MJHMMSS-258
PHASE 1No.
REVISIONSFile Name: IMEG Project No: Date: Drawn By: Checked By: Sheet of DESCRIPTION DATECOPYRIGHTALL RIGHTS RESERVEDC23002802.00_C&H 211237_WATERPH1_AB_2024.04.17.dwg2024Field Book No:1143 STONERIDGE DRIVE,
SUITE 1
BOZEMAN, MT 59718
PH: 406.587-1115
www.imegcorp.com
GALLATIN CROSSING - PHASE 1
BOZEMAN, MONTANA
FIRE LINE AS-BUILT PLAN & PROFILE23002802.00MJHMMS8/23/2024F-168AS-BUILT05/01/2024City of Bozeman Project #: 22-171-CO
No.
REVISIONSFile Name: IMEG Project No: Date: Drawn By: Checked By: Sheet of DESCRIPTION DATECOPYRIGHTALL RIGHTS RESERVEDC23002802.00_C&H 211237_WATERPH1_AB_2024.04.17.dwg2024Field Book No:1143 STONERIDGE DRIVE,
SUITE 1
BOZEMAN, MT 59718
PH: 406.587-1115
www.imegcorp.com
GALLATIN CROSSING - PHASE 1
BOZEMAN, MONTANA
PHASE 1 HYDRANT 123002802.00MJHMMS8/23/2024F-278AS-BUILT05/01/2024City of Bozeman Project #: 22-171-CO
PHASE 1No.
REVISIONSFile Name: IMEG Project No: Date: Drawn By: Checked By: Sheet of DESCRIPTION DATECOPYRIGHTALL RIGHTS RESERVEDC23002802.00_C&H 211237_WATERPH1_AB_2024.04.17.dwg2024Field Book No:1143 STONERIDGE DRIVE,
SUITE 1
BOZEMAN, MT 59718
PH: 406.587-1115
www.imegcorp.com
GALLATIN CROSSING - PHASE 1
BOZEMAN, MONTANA
PHASE 1 HYDRANT 223002802.00MJHMMS8/23/2024F-388AS-BUILT05/01/2024City of Bozeman Project #: 22-171-CO
No.
REVISIONSFile Name: IMEG Project No: Date: Drawn By: Checked By: Sheet of DESCRIPTION DATECOPYRIGHTALL RIGHTS RESERVEDC23002802.00_C&H 211237_FIRELINEPH1_AB_2024.04.17.dwg2024Field Book No:1143 STONERIDGE DRIVE,
SUITE 1
BOZEMAN, MT 59718
PH: 406.587-1115
www.imegcorp.com
GALLATIN CROSSING - PHASE 1
BOZEMAN, MONTANA
FIRE LINE AS-BUILT PLAN & PROFILE23002802.00LDWMMS05/01/2024F-111AS-BUILT05/01/2024City of Bozeman Project #: 22-171-CO5/1/2024