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Home My WebLink AboutNorthwest Crossing Subdivision, Phase 2.3 Record DrawingsW. OAK ST.N. COTTONWOOD RD.BAXTER LN.TWIN LAKESROSA WAYFLANDERS MILL RD.N. LAUREL PKWYHARVEST PKWY P:\6787\007-PH_2.2+2.3\ACAD\RECORD 2.3\1-FRONT END\6787-007_COVER.DWG PLOTTED BY:KARL SAND ON Jul/17/2025©T h i s d o c um e n t w a s p r e p a r e d b y M o r r i s o n -M a i e r l e a n d m a y c o n t a i n co n f ide nti al or pr ivil ege d i nfor mat ion. Morrison-Maierle, Inc. retains all common law, statutory, and reserved rights including the copyright thereto. Unauthorized use of th i s d o cume n t o r c han g es are strict ly 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 . engineers surveyors planners scientists MorrisonMaierle 2880 Technology Boulevard West, Bozeman, MT 59718 406.587.0721 www.m-m.net LIBBY KALISPELL BROWNING POLSON CUT BANK SHELBY CONRAD HAVRE MALTA GREAT FALLS GLASGOW WOLF POINT PLENTYWOOD SIDNEY GLENDIVE MILES CITY FORSYTH HARDINBILLINGS ROUNDUP LEWISTOWN HARLOWTON LIVINGSTON WHITE SULPHUR SPRINGS BOZEMAN DILLON ANACONDA HELENA LINCOLN DEER LODGE MISSOULA HAMILTON PROJECT LOCATION PREPARED BY: PROJECT LOCATION SET NO. MORRISON-MAIERLE PROJECT NO. 6787.007 NORTHWEST CROSSING SUBDIVISION PH 2.3 RECORD DRAWING BOZEMAN, MONTANA JULY 2025 LOCATION MAP NOT TO SCALE VICINITY MAP SCALE: 1" = 500' QUALITY ASSURANCE PROJECT MANAGER OFFICE QUALITY ASSURANCE COORDINATOR PEER REVIEWER Q.A. APPROVAL DATE Q.A. PROJECT NUMBER engineers surveyors planners scientists MorrisonMaierle COOPER KRAUSE JAMES A. ULLMAN ---- 6787.007.010.000318 PHASE 2.1 PHASE 2.2 PHASE 2.3 24 SHEET INDEX Sheet Number DRAWING NUMBER Sheet Title 1 G-0 COVER 2 G-1 GENERAL NOTES 3 G-2 VISUAL SHEET INDEX 4 R-1 TOUCHSTONE DRIVE AND STORM PLAN AND PROFILE 5 R-2 ROSA WAY ROAD AND STORM PLAN AND PROFILE 6 R-3 ROSA WAY ROAD AND STORM PLAN AND PROFILE 7 R-4 WILDWOOD LANE ROAD AND STORM PLAN AND PROFILE 8 R-5 BRIARWOOD LANE ROAD AND STORM PLAN AND PROFILE 9 R-6 ALLEY ROAD AND STORM PLAN AND PROFILE 10 R-7 DAYSPRING AVENUE ROAD AND STORM PLAN AND PROFILE 11 SD-1 DAYSPRING AVENUE POND DETAILS 12 SD-2 ALLEY POND DETAILS 13 SD-3 UNDERGROUND DETENTION LAYOUT 14 SD-4 UNDERGROUND DETENTION DETAILS 15 SS-1 TOUCHSTONE DRIVE SEWER PLAN AND PROFILE 16 SS-2 DAYSPRING AVENUE SEWER PLAN AND PROFILE 17 SS-3 ROSA WAY SEWER PLAN AND PROFILE 18 SS-4 BAXTER LANE SEWER PLAN AND PROFILE 19 SS-5 WILDWOOD LANE SEWER PLAN AND PROFILE 20 SS-6 BRIARWOOD LANE SEWER PLAN AND PROFILE 21 SS-7 ALLEY SEWER SEWER PLAN AND PROFILE 22 W-1 TOUCHSTONE DRIVE WATER PLAN AND PROFILE 23 W-2 DAYSPRING AVE WATER PLAN AND PROFILE 24 W-3 ROSA WAY WATER PLAN AND PROFILE 25 W-4 ROSA WAY WATER PLAN AND PROFILE 26 W-5 WILDWOOD LANE WATER PLAN AND PROFILE 27 W-6 BRIARWOOD LANE WATER PLAN AND PROFILE 28 W-7 ALLEY WATER PLAN AND PROFILE 29 GW-1 GROUNDWATER DRAIN - ROSA WAY - SOUTH 30 GW-2 GROUNDWATER DRAIN - ROSA WAY NORTH 31 GW-3 GROUNDWATER DRAIN - BAXTER LANE - WEST 32 GW-4 GROUNDWATER DRAIN - BAXTER LANE - EAST 33 D-1 DETAILS - ROAD SECTIONS 34 D-2 DETAILS - UTILITIES 35 D-3 TOUCHSTONE DRIVE AND DAYSPRING AVENUE INTERSECTION DETAIL 36 D-4 DAYSPRING AVENUE AND ROSA WAY INTERSECTION DETAIL 37 D-5 TOUCHSTONE DRIVE AND ROSA WAY INTERSECTION DETAIL 38 D-6 WILDWOOD LANE AND ROSA WAY INTERSECTION DETAIL 39 D-7 BRIARWOOD LANE AND ROSA WAY INTERSECTION DETAIL 40 ST-1 SIGNAGE AND STRIPING 41 E-1 ELECTRICAL NOTES 42 E-2 ELECTRICAL DETAILS 43 E-3 LIGHTING CUT SHEETS 44 E-4 STREET LIGHTING PHOTOMETRICS - SOUTH 45 E-5 STREET LIGHTING PHOTOMETRICS - NORTH 46 E-6 STREET LIGHTING PLAN - SOUTH 47 E-7 STREET LIGHTING PLAN - NORTH WILDWOOD LANE HAS BEEN CHANGED TO COMPASS LANE. DAYPSRING AVENUE HAS BEEN CHANGED TO HAVENWOOD LANE. FOR CONTINUITY AND CLARITY WITH PREVIOUSLY ISSUED PLANS, ALL SHEETS AND LABELS WILL REMAIN AS WILDWOOD DAYPSRING FOR THIS SET. 10/17/2025 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 RCP CULVERT ESD EXISTING STORM SEWER MAIN ES EXISTING SAN SEWER MAIN ESS EXISTING SAN SEWER SERVICE BF BF EXISTING FIBER OPTIC EXISTING UNDERGROUND POWERBPBP EXISTING UNDERGROUND TELEPHONET NG NG EXISTING GAS LINE 8W EXISTING 8" WATER MAIN 12W EXISTING 12" WATER MAIN SD SD D 8W 8W PROPOSED STORM DRAIN INLET PROPOSED STORM DRAIN MANHOLE PROPOSED STORM DRAIN PROPOSED SANITARY SEWER MANHOLE PROPOSED SAN SEWER CLEANOUTS PROPOSED GAS LINE 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 PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR 4655 PROPOSED GRAVITY 8" SEWER MAIN IRRIG IRRIG PROPOSED IRRIGATION SLEEVE PROPOSED FIRE SERVICE 8S 8S PROPOSED GRAVITY SANITARY SERVICE PROPOSED 8" WATER MAIN PROPOSED WATER SERVICE PROPOSED PEDESTRIAN CORRIDOR EASEMENT PROPOSED BUILDING SETBACK PROPOSED SPECIAL RESIDENTIAL SETBACK PROPOSED PEDESTRIAN CORRIDOR SETBACK PROPOSED PUBLIC UTILITY EASEMENT PROPOSED PARKING SETBACK 4654 4655 4654 S WS WS FIRE FIRE PROPOSED WATER CURB STOPS PROPOSED FIRE HYDRANT PROPOSED STREET SIGNS PROPOSED BOLLARDS PROPOSED LIGHT FIXTURESDYHB FUTURE SEWER SERVICE FUTURE WATER SERVICEPROPOSED UTILITY CONDUIT BT BT PROPOSED TELEPHONE LINE PROPOSED BLOWOFF 2025COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY P:\6787\007-PH_2.2+2.3\ACAD\RECORD 2.3\1-FRONT END\6787-007_1-GENERAL-NOTES.DWG PLOTTED BY:KARL SAND ON Jul/17/2025 REVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net engineers surveyors planners scientists MorrisonMaierle VERIFY SCALE AND COLOR! THIS SHEET MAY BE REDUCED AND IS INTENDED TO BE IN COLOR. THE BAR BELOW WILL MEASURE ONE INCH AT ORIGINAL DESIGN SCALE AND RED, GREEN, AND BLUE WILL BE VISIBLE IF REPRODUCED CORRECTLY. MODIFY SCALE ACCORDINGLY! NORTHWEST CROSSING SUBDIVISION PH 2.3 REGULATORY REVIEW BOZEMAN MONTANA GENERAL NOTES 6787.007 2 G-1 CJF CPK MEE --/--/---- ---- ---- 1 ADDRESS CITY COMMENTS 06/18/24JAZ JAZ 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 MEG MATCH EXISTING GRADE 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 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 AND EMPHASIZED FOR INDIVIDUAL DRAWING PURPOSES. 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; COB DESIGN STANDARDS AND SPECIFICATIONS; 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. 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.CONTRACTOR SHALL RESTORE ANY VEGETATIVE COVER DISTURBED DURING CONSTRUCTION ACTIVITY USING A SEED MIXTURE APPROVED BY THE CITY OF BOZEMAN, AND SHALL BE REQUIRED TO ENSURE IT'S PLANTED DURING AN APPROPRIATE SEASON AND WATERED FOR SUFFICIENT TIME TO ESTABLISH ROOT MASS. LATE FALL AND WINTER PLANTING MAY BE ALLOWED IF APPROVED BY THE CITY AND ENGINEER. DISTURBED AREAS THAT CONVEY SURFACE WATER SHALL REQUIRE THE INSTALLATION OF EROSION CONTROL MATTING. 19.ASPHALT, CONCRETE CURB AND SIDEWALK SHALL BE SAW CUT OR NEAT CUT AS APPROVED BY AGENCY AND/OR ENGINEER. 20.THE CONTRACTOR SHALL UTILIZE COMPACTION EQUIPMENT SUITABLE FOR THE SOIL TYPES AND SURFACE MATERIALS ENCOUNTERED ON THE PROJECT. 21.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. 22.CONCRETE SHALL BE CLASS M-4000 UNLESS OTHERWISE SPECIFIED. 23.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. 24.GRADE ELEVATIONS INDICATED BY "XX.XX" ON PLANS ARE + 4700' TO PROJECT DATUM. 25.SIDE SLOPES FROM DRIVE AND PARKING AREAS SHALL BE 4:1 MAX UNLESS OTHERWISE SPECIFIED. 26.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. 27.CONTRACTOR IS RESPONSIBLE FOR PROJECT DUST CONTROL. 28.ALL PEDESTRIAN ROUTES MUST MEET ADA GUIDELINES AND PUBLIC RIGHT-OF-WAY ACCESSIBILITY GUIDELINES ( PROWAG). 29.ACCESSIBLE ROUTES SHALL HAVE A MAXIMUM RUNNING SLOPE OF 5% AND A MAX CROSS SLOPE OF 2%. 30.PEDESTRIAN RAMPS WITH SLOPES GREATER THAN 5% AND LESS THAN 8.33% (1:12) MUST NOT EXCEED SIX INCHES IN RISE. RUNNING SLOPE CANNOT EXCEED 8.33%. 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. CONTRACTOR SHALL BE REQUIRED TO REFRESH ONE CALL LOCATES AS REQUIRED BY STATE LAW. 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 SHALL BE REQUIRED. INSULATION SHALL BE REQUIRED IF "OPEN AIR FACITIES" (I.E., STORM DRAIN, IRRIGATION CULVERTS) CROSS WATER LINES PER THE TYPICAL DETAIL INCLUDED. 6.TRACER WIRE IS REQUIRED TO BE INSTALLED ALONG ALL NON-LINEAR/ NON-PARALLEL WATER MAINS AND TERMINATED AS REQUIRED BY THE CITY OF BOZEMAN. 7.GENERAL CONTRACTOR SHALL HAVE APPROVAL OF ALL GOVERNING AGENCIES HAVING JURISDICTION OVER ANY UTILITY SYSTEM PRIOR TO INSTALLATION. 8.ANY EXISTING OR NEW VALVES WHICH CONTROL THE COB'S WATER SUPPLY SHALL BE OPERATED BY COB PERSONNEL ONLY. 9.THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 24-HOURS PRIOR TO BEGINNING ANY WORK. 10.SEWER AND WATER CONNECTIONS TO BUILDINGS SHALL BE PERFORMED BY A LICENSED PLUMBER. 11.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. 12.ALL GRAVITY SANITARY SEWER MAIN PIPING SHALL BE SDR 35 PVC IN ACCORDANCE WITH ASTM D3034, UNLESS OTHERWISE NOTED. SANITARY SEWER SERVICES SHALL BE SDR 26 IN ACCORDANCE WITH ASTM D3034. 13.ALL STORM SEWER PIPING SHALL BE REINFORCED CONCRETE PIPE OR SDR 35 PVC, UNLESS OTHERWISE NOTED ON PLANS. 14.WATER MAIN AND FIRE SERVICE PIPE MATERIAL SHALL BE CLASS 51 DUCTILE IRON MEETING AWWA C151. DUCTILE IRON PIPE AND FITTING SHALL HAVE V-BIO ® ENHANCED POLYETHYLENE ENCASEMENT FOR CORROSION PROTECTION. 15.DOMESTIC WATER SERVICE PIPE MATERIAL SHALL BE TYPE "K" FOR SERVICES LESS THAN 4 INCHES IN DIAMETER, AND CLASS 51 DUCTILE IRON MEETING AWWA C151 FOR SERVICES 4 INCHES IN DIAMETER OR LARGER. DUCTILE IRON PIPE AND FITTING SHALL HAVE V-BIO ® ENHANCED POLYETHYLENE ENCASEMENT FOR CORROSION PROTECTION UNLESS OTHERWISE SPECIFIED. 16.DIMENSIONS SHOWN ARE TO CENTERLINE OF PIPE OR FITTING. 17.THE DISPLAYED PIPE LENGTH REFLECTS THE DISTANCE FROM INSIDE-EDGE-OF-MANHOLE TO INSIDE-EDGE-OF-MANHOLE ON ALL GRAVITY PIPING. THE PIPE GRADES SHOWN ARE CALCULATED FROM ACTUAL DISTANCES. 18.CONTRACTOR SHALL LAY GRAVITY AND PRESSURE PIPE AT UNIFORM GRADE BETWEEN INDICATED ELEVATION POINTS. 19.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. 20.THRUST BLOCKS ARE NOT GENERALLY SHOWN ON THE DRAWINGS. ALL FITTINGS, INCLUDING BENDS EQUAL TO OR GREATER THAN ELEVEN AND ONE-QUARTER DEGREES (11.25°), TEES, AND PLUGS, SHALL BE MECHANICALLY RESTRAINED AND HAVE BELL RESTRAINTS WITHIN THE DISTANCE SHOWN ON THE INCLUDED JOINT RESTRAINT TABLE . CONTRACTOR MAY ELECT TO INSTALL THRUST BLOCKS IN CONFORMANCE WITH MPWSS AND THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS IF APPROVED IN ADVANCE BY THE ENGINEER. 21.ALL VALVES SHALL BE MECHANICALLY RESTRAINED AND HAVE BELL RESTRAINTS WITHIN THE DISTANCE SHOWN ON THE INCLUDED JOINT RESTRAINT TABLE. ALTERNATIVELY, VALVES MAY BE INSTALLED WITH THRUST BLOCKING. VALVE BOXES SHALL BE PROVIDED IN ACCORDANCE WITH CITY OF BOZEMAN STANDARDS AND MPWSS. 22.VALVE BOXES ARE REQUIRED FOR ALL VALVES IN A BURIED SERVICE. 23.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. 24.GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR ALL ELECTRICAL PERMITS/FEES. Know what's below. before you dig.Call R Know what's below. before you dig.Call R RECORD DRAWING JULY 2025 ENTITY POWER & GAS PROJECT CONTACT LIST FIRM OR AGENCY ADDRESS CONTACT PHONE & EMAIL NORTHWESTERN ENERGY 121 EAST GRIFFIN BOZEMAN, MT 59715 SCOTT BERAUD (406) 223-6498 Scott.Beraud@northwestern.com TELEPHONE CENTURYLINK 48 PRONGHORN TRAIL BOZEMAN, MT 59718 ROB HOFSTAD (406) 589-4436 BROADBAND CABLE CHARTER COMMUNICATIONS 639 KELLOGG AVENUE KENNEWICK, WA 99336 MIKE BECK (509) 435-1493 BROADBAND FIBER OPTIC YELLOWSTONE FIBER 77A NUGGET LANE BELGRADE, MT 59714 GREG METZGER (406) 551-3265 CITY ENGINEERING CITY OF BOZEMAN ENGINEERING DIVISION 20 EAST OLIVE STREET BOZEMAN, MT 59715 SUZANNE RYAN (406)582-2280 CITY PLANNING & ZONING CITY OF BOZEMAN PLANNING DEPARTMENT DANIELLE GARBER WATER & SANITARY SEWER CITY OF BOZEMAN WATER & SEWER DIVISION 121 NORTH ROUSE AVENUE BOZEMAN, MT 59715 NICK PERICICH (SUPERINTENDENT) (406) 582-3200 npericich@bozeman.net ENGINEER OF CONTENT MORRISON-MAIERLE, INC.2880 TECHNOLOGY BLVD W BOZEMAN, MT 59771-1113 COOPER KRAUSE (406) 922-6738 ckrause@m-m.net ENVIRONMENTAL MORRISON-MAIERLE, INC.2880 TECHNOLOGY BLVD W BOZEMAN, MT 59771-1113 CHRISTINE PEARCY (406) 587-0721 cpearcy@m-m.net 20 EAST OLIVE STREET BOZEMAN, MT 59715 NORRIS DESIGN 244 NORTH COLLEGE AVENUE, #165 FORT COLLIN\S, CO 80524 KELLEY SAVAGE ksavage@norris-design.com WILLIAMS HOMES 387 GALLATIN PARK DRIVE BOZEMAN, MT 59715 MARC SMITH msmith@williamshomes.com LANDSCAPE ARCHITECT ---- DEVELOPER/ OWNER ---- (406)582-2260 ELECTRONIC FILES: IF THE CONTRACTOR UTILIZES A COMPUTERIZED GRADE CONTROL SYSTEM WHEN GRADING/FINISHING SUBGRADE, SUB-BASE COURSE AND BASE COURSE, UTILITIES, CURB AND GUTTER, OR FOR CONSTRUCTING ANY OTHER FEATURE OR FOR ANY OTHER PURPOSE, THEN THE CONTRACTOR IS RESPONSIBLE FOR DEVELOPING THEIR OWN MACHINE CONTROL FILES. THE CONTRACTOR MAY CREATE THIS DATA FROM SUPPLEMENTAL CAD INFORMATION AND THE INFORMATION PROVIDED ON THE PLANS IN THE CONTRACT DOCUMENTS. THE ENGINEER MAY PROVIDE THE CONTRACTOR SUPPLEMENTAL CAD INFORMATION IN THE FORM OF AN XML SURFACE AND/OR CAD LINE WORK (DERIVED FROM AUTOCAD CIVIL 3D). THE XML SURFACE AND/OR CAD LINE WORK DEVELOPED BY THE ENGINEER WAS PREPARED SOLELY FOR THE PURPOSE OF DEVELOPING THE PRINTED PLANS AND WAS NOT DEVELOPED FOR ANY OTHER USE. ELECTRONIC DATA PROVIDED TO THE CONTRACTOR IS CURRENT AS OF THE TIME TRANSMITTED TO THE CONTRACTOR AND MAY NOT INCLUDE LATER REVISIONS MADE AND COMMUNICATED ON THE CONSTRUCTION PLANS. THE CONTRACTOR SHALL SIGN AND PROVIDE AN MMI-SPECIFIC ELECTRONIC INFORMATION RELEASE FORM WHEN REQUESTING THE SUPPLEMENTAL CAD INFORMATION AND SHALL RECOGNIZE THAT THE PRINTED PLANS AND SPECIFICATIONS AND INFORMATION FOUND THEREIN ARE THE CONTRACT DOCUMENTS AND AS SUCH, THEY GOVERN OVER ANY CAD INFORMATION PROVIDED. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY USE OF THIS CAD INFORMATION OR MODIFICATIONS MADE THERETO. 05/10/2024 DYH WV ESESESESESESESESESESESESESESESESD D E27S E27S E27S E27S TV WVESD EW EW EW T O.S. TRACT 09 1439 sq.ft. STORMWATER TRACT 12 2792 sq.ft. STORMWATER TRACT 11 4050 sq.ft.N0°00'00"ESTORMWATER TRACT 02 11141 sq.ft. R37.7742 R38.0335 DESD ESDESDD ESD ESD ESD D ESDESDD D D DESD D ESDESDESD 8W8W8W8W8W8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W8W8W8W8S8S8S8S12S 12S 12S 12S 12S 12S 12S 12S 12S12S12S12S 12S 12S 12S 12S 21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S8S 15SD8S 8S 8S 8S 8S 8S8S8S8S8S 8S 8S 8S 8S S SS SS S 8SS SS 8W8W 8W 8W 8W 8W 8W 8W 8W 8W8W8W8W8W 8W8W8W8W8W8W DYHDYHDYH HH HH HH HH HH HH HH HH HH HH HH HH D 15SD 15SD15SD 15SDD D D D >>>>D15SD 15SD15SD15SDD 15SDD >>>>>>>>>> D D D > >>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > > > > 122 4729.94 CP MAG NAIL 127 4728.90 CP MAG NAIL 128 4720.89 CP REBAR 130 4727.28 CP HUB131 4728.52 CP REBAR 132 4721.98 CP REBAR 133 4724.48 CP REBAR 134 4720.75 CP REBAR 135 4729.87 CP REBAR 1129 4719.58 CP REBAR GWGWGWGWGWGWGWGWGWGWGW GW GW GW GW GW GWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGW2025COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY P:\6787\007-PH_2.2+2.3\ACAD\RECORD 2.3\1-FRONT END\6787-007_VISUAL SHEET INDEX.DWG PLOTTED BY:KARL SAND ON Jul/17/2025 REVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net engineers surveyors planners scientists MorrisonMaierle VERIFY SCALE AND COLOR! THIS SHEET MAY BE REDUCED AND IS INTENDED TO BE IN COLOR. THE BAR BELOW WILL MEASURE ONE INCH AT ORIGINAL DESIGN SCALE AND RED, GREEN, AND BLUE WILL BE VISIBLE IF REPRODUCED CORRECTLY. MODIFY SCALE ACCORDINGLY! NORTHWEST CROSSING SUBDIVISION PH 2.3 BOZEMAN MONTANA VISUAL SHEET INDEX 6787.007 3 G-2 CJF CPK MEE --/--/---- ---- ---- RECORD DRAWINGJULY 2025TOUCHSTONE DRIVE DAYSPRING AVEHARVEST P A R K W A Y R-5 SS-6 W-6 100 200501000 SCALE IN FEETBAXTER D ITCH COTTONWOOD ROADBAXTER LANE BRIARWOOD LANE ALLEY 1BALLEY 1A WILDWOOD LANE SHEETSTWIN LAKES AVEROSA WAYALLEY 2.3 ALLEY 2.2 R-2, ### SS-3 W-3, W-4, GW-1, GW-2SHEETS R-1 SS-1 W-1SHEETS R-6 SS-7 W-7SHEETS R-4 SS-5 W-5SHEETSR-7 SS-2 SHEETS05/10/2024 PHASE 2.1 PHASE 2.1 PROPOSED PHASE 2.3 TWIN LAKES AVEFH BENCHMARK ELEV. = 4730.69 FH BENCHMARK ELEV. = 4731.78 POINT #GRID NORTHING GRID EASTING ELEVATION (FT)DESCRIPTION 122 126164.873 364979.343 4729.94 CP MAG NAIL 127 126167.164 364603.505 4728.9 CP MAG NAIL 128 126514.34 364786.826 4720.89 CP REBAR 130 126378.644 365158.834 4727.28 CP HUB 131 126350.149 364992.495 4728.525 CP REBAR 132 126680.293 365005.243 4721.98 CP REBAR 133 126671.936 365297.346 4724.485 CP REBAR 134 127020.062 365353.14 4720.75 CP REBAR 135 126376.228 365342.729 4729.87 CP REBAR 1129 126960.633 365151.285 4719.575 CP REBAR FUTURE PHASE FUTURE PHASE FUTURE PHASE PHASE 2.2 DAYSPRING AVE GW-1, GW-2 SHEETSFUTURE PHASE 3 BLOCK 3 LOT 6 BLOCK 3 LOT 8 BLOCK 3 LOT 5 BLOCK 3 LOT 7 PARK 04 BLOCK 7 LOT 12 BLOCK 7 LOT 11 BLOCK 7 LOT 10 BLOCK 7 LOT 9 BLOCK 7 LOT 16 BLOCK 7 LOT 15 BLOCK 7 LOT 14 BLOCK 7 LOT 13 BLOCK 7 LOT 1 BLOCK 7 LOT 8 BLOCK 7 LOT 7 BLOCK 7 LOT 6 BLOCK 7 LOT 5 BLOCK 7 LOT 4 BLOCK 7 LOT 3 BLOCK 7 LOT 2 STORMWATERTRACT 08N90°00'00"E 60.00'N0°00'00"E 378.63'N90°00'00"E 60.00' HH HH HHHH HH 8W 8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W 8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8WDYH8W8W8W8W8W DYHWSWSWS WS WS WSWSWSWSWSWSWSWSDYH 8W 8W 8W 8W 8W 8WDYH D BPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTNGNGNGNGNGNGNGNGNGNGNGNGBPBPBPBPBPNGNGNGNGBTBTBTBTBTBP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BPNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNG BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTNGNGNGNGNGNGNGNGNGNGNGBP BP BPBPBPBPBPBT BT BTBTBTBTBTNG NGNGNGNGBP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BPBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBT NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG 15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD12SDBPBPBPBPBPBTBTBTBTBTBTNGNGNGNG D>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>BTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPNGNGNGNGNGNGNGNGNGNGNGNGNGBTBTBTBT BTBPBPBPBPBPNGNGNG 8S8S8S8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S8S8S8S SSSSSSSSSSSSSSSSSS SS SSSS21S 21S SS 21S 21S 21S 21S 21S 21S 21S 21S 21S21S21S21S21SGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWPC: 1+98.13PT: 3+51.150+00 1+00 4717 47 1 9 47 1 8 47174717 471 6 4715471547194718 4719 4720 4720 STA 8+08.11 SDI 2-7W STA 4+12.72, 26.19' RT SDI 2-7E STA 4+61.10, 26.19' RT SDMH 2-7 STA 4+43.41, 26.19' RT SDMH 2-8 STA 8+39.39, 14.50' RT 27.3 LF 12" Ø PVC @ 1.00% 8.9 LF 12" Ø PVC @ 1.00%1+002+003+004+005+006+007+008+009+004704 4705 4710 4715 4720 4725 4704 4705 4710 4715 4720 4725 0.75%-0.50% -0.50% 0.75% 0.50%-1.50%25.00%-25 .00% 1.50%25.00%1.50%STA=1+17.10ELEV=4715.71STA=5+56.41ELEV=4719.52STA=8+59.90 ELEV=4720.83STA=7+09.72ELEV=4720.67STA=8+01.51ELEV=4721.13STA=1+50.00ELEV=4720.06STA=1+33.00ELEV=4719.22FG-EG-4715.661+00 FG-4720.06EG-4716.19FG-4719.81EG-4716.042+00 FG-4719.56EG-4715.52FG-4719.31EG-4715.753+00 FG-4719.06EG-4716.48FG-4718.81EG-4717.084+00 FG-4718.72EG-4717.25FG-4719.10EG-4718.165+00 FG-4719.47EG-4718.30FG-4719.85EG-4718.026+00 FG-4720.22EG-4717.55FG-4720.60EG-4717.127+00 FG-4720.87EG-4716.83FG-4721.12EG-4715.598+00 FG-4720.88EG-4716.69FG-4720.34EG-4716.379+00 PHASE 2.2 8.87 LF 12" PVC @ 1.00%INV-INV-INV-INV-INV-INV-INV-INV-4714.64INV-INV-INV-INV-INV-INV-INV-INV-INV-STA 4+36.91 ELEV=4718.62 CL ROSA WAY UTILITY X-ING STA 4+71.91 6.21 LF 15" PVC @ 1.00% 27.32 LF 12" PVC @ 1.01% PROPOSED SEWER MAIN (TYP.) PROPOSED WATER MAIN (TYP.) PROPOSED WATER MAIN (TYP.) PROPOSED GRADE @ ROAD CENTERLINE EXISTING GRADE @ ROAD CENTERLINE SDI 2-7W NEW 48"" Ø INLET STA 4+12.72, 26.19 RT TBC = 4718.62 12" INV OUT (E) = 4715.15 DEPTH = 3.80' (SUMP = 0.75') SDMH 2-7 NEW 60" Ø MANHOLE STA 4+43.41, RIM = 4718.73 15" INV IN (S) = 4714.62 12" INV IN (W) = 4714.87 15" INV OUT (NE) = 4714.62 DEPTH = 4.86' (SUMP = 0.75') SDI 2-7E NEW 3' x 2' STORM DRAIN INLET STA 4+61.10, 26.19 RT TBC = 4718.74 12" INV OUT (NW) = 4714.90 DEPTH = 4.17' (SUMP = 0.75') SDMH 2-8 NEW 60" Ø MANHOLE STA 8+39.39, RIM = 4718.62 12" INV IN (SE) = 4714.81 15" INV IN (SW) = 4714.56 15" INV OUT (N) = 4714.56 DEPTH = 4.81' (SUMP = 0.75') DEWATERING CROSSING STA 4+01.91 UTILITY X-ING STA 3+91.91 RECORD DRAWINGJULY 20250 VERT. SCALE IN FEET 0 HORIZ. SCALE IN FEET 1.53 3 6 1530 30 60 PHA S E 2. 2 FUT U R E PHA S E 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.2025engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY P:\6787\007-PH_2.2+2.3\ACAD\RECORD 2.3\2-ROAD-STORM\6787-007_TOUCHSTONE-LANE_PLN-PRO.DWGREVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net VERIFY SCALE AND COLOR! THIS SHEET MAY BE REDUCED AND IS INTENDED TO BE IN COLOR. THE BAR BELOW WILL MEASURE ONE INCH AT ORIGINAL DESIGN SCALE AND RED, GREEN, AND BLUE WILL BE VISIBLE IF REPRODUCED CORRECTLY. MODIFY SCALE ACCORDINGLY! PLOTTED BY:KARL SAND ON Jul/17/2025 NORTHWEST CROSSING SUBDIVISION PH 2.3 BOZEMAN MONTANA TOUCHSTONE DRIVE AND STORM PLAN AND PROFILE STA: 1+00 TO 9+00 6787.007 4 R-1 CJF CPK MEE --/--/---- ---- ---- 1 ADDRESS CITY COMMENTS 06/18/24JAZ 2 ADDED 21" SEWER MAIN 09/05/24JAZ 3 FOR CONSTRUCTION 02/11/25KJS 4 NWE CONDUIT REVISIONS 05/12/25KJS JAZ 2 ADDED 21" SEWER MAIN 1 D-1 KEY NOTES BOULEVARD ALLEY APPROACH PER COB STD DWG NO. 02529-7A, INCLUDING INVERTED FLOW LINE THROUGH SIDEWALK UTILITY CONDUITS. SEE DETAIL 4, SHEET D-1 INSTALL NEW DEAD END BARRICADE PER COB STD DWG NO 09810-2 IRRIGATION CONDUIT: INSTALL 6" PVC INSTALL LAYDOWN CURB FOR FUTURE DRIVEWAY (4FT WINGS) COB STD DWG NO 02529-11 2 1 3 4 5 55555555 2 2 3 TOUCHSTONE DRIVE SURFACE LEGEND EXISTING ASPHALT EXISTING CONCRETE PROPOSED ASPHALT PROPOSED STANDARD CONCRETE SURFACE PROPOSED 6" THICK CONCRETE SURFACE ALL PEDESTRIAN RAMPS, SIDEWALK IN CITY PARKS AND SIDEWALK ADJACENT TO CITY PARKS MUST BE 6 INCH THICK CONCRETE.ROSA WAYTWIN LAKES AVEDAYSPRING AVENUETOUCHSTONE DRIVE 35' TBC - TBC STA 8+63MATCH EXISTINGSTA 8+63MATCH EXISTINGSEE SHEET D-3 SEE SHEET D-5 2 4 4 ITPBLOCK 7LOT 31BLOCK 7LOT 32BLOCK 7LOT 16BLOCK 7LOT 15BLOCK 7LOT 1BLOCK 7LOT 2BLOCK 7LOT 17BLOCK 7LOT 18STORMWATER TRACT 08STORMWATER TRACT 11 BLOCK 10LOT 21BLOCK 10LOT 20BLOCK 10LOT 19BLOCK 10LOT 1BLOCK 10LOT 2BLOCK 10HHHHHHHHHHHH8W 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 8W 8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8WDYH WSWSWSWSWS WS WS WS DYH DBPBPBPBPBPBPBPNGNGNGNGNGBTBTBTBTBTBTBTBPBPBPBPBPBPBPNGNGNGNGNGBTBTBTBTBTBTBTBPBPBPBPBPBPBPNGNGNGNGNGBTBTBTBTBTBTBTBP BP BP BP BP BP BP BP BPBPBPBPBPBPBPBPBP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BT BT BT BT BT BT BT BT BTBTBTBTBTBTBTBTBT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT NG NG NG NG NG NG NGNGNGNGNGNGNG NG NG NG NG NG NG NG NG NG NG NG BPBPBPBPBPBPBPBTBTBTBTBTBTBTNGNGNGNGNGBPBPBPBPBPBPBPBTBTBTBTBTBTBTNGNGNGNGNG12SD15SD15SD15SD15SD15SD15SD15SD15SDD12SD>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>DBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPNGNGNGNGNGNGNGNGNGNGNGNGNGNGNG8S8S8S8S8S8S8S8S8S8S8S8SSSSSSS SS SSSSSS SS SS SS 21S21S21S21S21SESDDESDESDESDESDESD ESD ESD ESD D8W8W8W8W8W8W8W8W 8W 8W 8W 12S 12S12S12S12SGW GWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGW GWGWPC: 2+54.42PT: 4+13.404726 4725 4724 4723 472 2 4721 4720 4719 4717471947 20 472147204724 47221+002+003+004+005+006+007+008+00SDI 2-6W NEW 3' x 2' STORM DRAIN INLET STA 5+93.42, 14.54 LT TBC = 4721.44 12" INV OUT (E) = 4718.12 DEPTH = 3.65' (SUMP = 0.75') SDI 2-6E NEW 3' x 2' STORM DRAIN INLET STA 5+93.42, 14.54 RT TBC = 4721.44 12" INV OUT (W) = 4717.98 DEPTH = 3.79' (SUMP = 0.75') 18.8 LF 12" Ø PVC @ 1.00% 5.0 LF 12" Ø PVC @ 1.00%SDMH 2-8 STA 8+39.39, 14.50' RT SDMH 2-6 STA 5+93.42, 6.50' RT 4710 4715 4720 4725 4730 4710 4715 4720 4725 4730 FG-EG-4726.480+50 FG-4727.70EG-4726.141+00 FG-4727.04EG-4725.75FG-4726.41EG-4725.382+00 FG-4725.78EG-4724.77FG-4725.15EG-4723.843+00 FG-4724.52EG-4722.78FG-4723.89EG-4721.954+00 FG-4723.26EG-4721.34FG-4722.63EG-4720.575+00 FG-4722.00EG-4719.84FG-4721.38EG-4719.126+00 FG-4720.75EG-4718.84FG-4720.21EG-4718.677+00 FG-4719.71EG-4718.36FG-4719.21EG-4717.858+00INV-INV-INV-INV-INV-INV-INV-INV-INV-INV-INV-INV-4717.60INV-4716.95INV-4716.31INV-4715.66INV-4715.01EXISTING GRADE @ ROAD CENTERLINE PROPOSED GRADE @ ROAD CENTERLINE-1.38% -1.26% -1.01%STA=0+85.73ELEV=4727.89STA=1+27.85ELEV=4727.31STA=6+62.90ELEV=4720.58SDMH 2-6 NEW 48" Ø MANHOLE STA 5+93.42, RIM = 4721.26 12" INV IN (W) = 4717.92 12" INV IN (E) = 4717.92 15" INV OUT (N) = 4717.67 DEPTH = 4.35' (SUMP = 0.75') 234.51 LF 15" PVC @ 1 . 3 0 % EXISTING ROSA GRADE @ ROAD CENTERLINE MATCHING EXISTING PROPOSED DEWATERING PIPE (TYP.) PROPOSED WATER MAIN (TYP.) UTILITY X-ING STA 5+60.00 RECORD DRAWINGJULY 20250 VERT. SCALE IN FEET 0 HORIZ. SCALE IN FEET 1.53 3 6 1530 30 60 PHA S E 2. 1 PHASE 2.1 BOUNDARY SURFACE LEGEND EXISTING ASPHALT EXISTING CONCRETE PROPOSED ASPHALT PROPOSED STANDARD CONCRETE SURFACE PROPOSED 6" THICK CONCRETE SURFACE ALL PEDESTRIAN RAMPS, SIDEWALK IN CITY PARKS AND SIDEWALK ADJACENT TO CITY PARKS MUST BE 6 INCH THICK CONCRETE. 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.2025engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY P:\6787\007-PH_2.2+2.3\ACAD\RECORD 2.3\2-ROAD-STORM\6787-007_ROSA-WAY_PLN-PRO.DWGREVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net VERIFY SCALE AND COLOR! THIS SHEET MAY BE REDUCED AND IS INTENDED TO BE IN COLOR. THE BAR BELOW WILL MEASURE ONE INCH AT ORIGINAL DESIGN SCALE AND RED, GREEN, AND BLUE WILL BE VISIBLE IF REPRODUCED CORRECTLY. MODIFY SCALE ACCORDINGLY! PLOTTED BY:KARL SAND ON Jul/17/2025 NORTHWEST CROSSING SUBDIVISION PH 2.3 BOZEMAN MONTANA ROSA WAY ROAD AND STORM PLAN AND PROFILE STA: 0+50 TO 8+00 6787.007 5 R-2 CJF CPK MEE --/--/---- ---- ---- 1 ADDRESS CITY COMMENTS 06/18/24JAZ 4 NWE CONSUIT REVISIONS 05/12/25KJS JAZ ROSA WAY PHASE 2.3 BOUNDARY ALLEY 2.2WILDWOODLANETOUCHSTONE DRIVEHARVEST PARKWAY2 D-1 ROSA WAY 31' TBC - TBC BAXTE R D I T C H BRIARWOODLANE50' WETLAND SETBACK KEY NOTES BOULEVARD ALLEY APPROACH PER COB STD DWG NO. 02529-7A, INCLUDING INVERTED FLOW LINE THROUGH SIDEWALK UTILITY CONDUITS. SEE DETAIL 4, SHEET D-1 INSTALL NEW DEAD END BARRICADE PER COB STD DWG NO 09810-2 IRRIGATION CONDUIT: INSTALL 6" PVC INSTALL LAYDOWN CURB FOR FUTURE DRIVEWAY (4FT WINGS) COB STD DWG NO 02529-11 2 1 3 4 5 1 2 2 2 5 5 5 5 55 5 5 MATCH LINE STA 8+00SEE SHEET ###EXISTING POND TO REMAIN SEE SHEET D-7 SEE SHEET D-6 2 4 44 MWTPBLOCK 7LOT 16BLOCK 7LOT 15BLOCK 7LOT 1BLOCK 7LOT 2STORMWATER TRACT 08 HHHHHHHHHH8W8W8W8W8W8W8W8W8W8W8W 8W 8W 8W 8W 8W 8W8W8W8W8W8W8W8W8W8W8W8W8W8WDYHDYH8W8W8W8W8WWS WS 8WVERT 45 VERT 4 5 VERT 45VERT 45DBPBPBPBPBPBPBPBPBPNGNGNGNGNGNGNGBTBTBTBTBTBTBTBTBTBPBPBPBPBPNGNGNGNGBTBTBTBTBTBP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BPBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBT NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD12SD15SD15SD15SDD15SDDDD>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>BTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGBTBTBTBTBPBPBPBPNGNG8S8S8SSS SS 8S8S8S8S8S8S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21SGW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GWGWGWGWGW 4719 4717 471747164 7 1 5 47 1 4 4713 4713 4711 471547144715 4716 4717 4711471247134714 79.23'71.50'46.50'12.00' 27.3 LF 12" Ø PVC @ 1.00% 8.9 LF 12" Ø PVC @ 1.00% SDI 2-7W STA 8+31.71, 24.19' LT SDMH 2-7 STA 8+31.71, 6.50' RT SDI 2-7E STA 8+31.71, 24.19' RT 8+009+0010+0011+0012+0013+0014+00SDI 2-8E STA 10+64.40, 14.50' RT SDI 2-8W NEW 48"" Ø COMBO MH / INLET STA 10+64.40, 14.54 LT TBC = 4716.15 15" INV IN (E) = 4712.32 15" INV OUT (W) = 4712.32 DEPTH = 4.16' (SUMP = 0.75') SDMH 2-11 STA 12+35.54, 14.50' RT 41.5 LF 15" Ø RCP @ 0.60% 12.2 LF 18" Ø PVC @ 0.00% 3.1 LF 24" Ø PVC @ 0.00% SDMH 2-9 STA 10+64.40, 58.13' LT SEE SHEET SD-3 SDI 2-10E STA 10+74.40, 14.50' RT SDMH 2-10 STA 10+74.40, 58.13' LT SEE SHEET SD-3 26.5 LF 15" Ø RCP @ 0.50% 69.6 LF 15" Ø RCP @ 1.00% SDMH 2-8 STA 8+39.39, 14.50' RT 4700 4705 4710 4715 4720 4725 4700 4705 4710 4715 4720 4725 FG-4719.71EG-4718.367+50 FG-4719.21EG-4717.858+00 FG-4718.70EG-4717.32FG-4718.12EG-4716.699+00 FG-4717.53EG-4716.20FG-4716.93EG-4715.5810+00 FG-4716.34EG-4714.95FG-4715.74EG-4714.5111+00 FG-4715.15EG-4714.21FG-4714.55EG-4713.6312+00 FG-4714.08EG-4713.24FG-4713.83EG-4712.7713+00 FG-4713.58EG-4712.26FG-4713.33EG-4711.5214+00 FG-4713.20EG-4711.1814+25INV-4715.66INV-4715.01INV-4714.48INV-4714.01INV-4713.53INV-4713.05INV-4712.58INV-4711.75INV-4711.39INV-4711.04INV-INV-INV-INV-INV-FUTURE PHASE -1.01% -1.19% -0.50%STA=12+32.98ELEV=4714.16PROPOSED WATER MAIN (TYP.) EXISTING GRADE @ ROAD CENTERLINE PROPOSED GRADE @ ROAD CENTERLINE PROPOSED SEWER MAIN (TYP.) SDMH 2-11 NEW 48" Ø MANHOLE STA 12+35.54, RIM = 4713.72 15" INV IN (S) = 4710.80 15" INV OUT (E) = 4710.80 DEPTH = 3.67' (SUMP = 0.75') SDMH 2-7 NEW 60" Ø MANHOLE STA 8+31.71, RIM = 4718.73 15" INV IN (S) = 4714.62 12" INV IN (W) = 4714.87 15" INV OUT (NE) = 4714.62 DEPTH = 4.86' (SUMP = 0.75') 221.52 LF 15" PVC @ 0.9 5 % 157.65 LF 15" RCP @ 0.71% 41.45 LF 15" RCP @ 0.60% STA 8+57.90 ELEV=4718.62 CL TOUCHSTONE DRIVE STA 11+81.90 ELEV=4714.77 CL DAYSPRING AVENUE SDI 2-10E NEW 48"" Ø COMBO MH / INLET STA 10+74.40, 14.50 RT TBC = 4716.02 15" INV IN (W) = 4711.92 15" INV OUT (N) = 4711.92 DEPTH = 4.44' (SUMP = 0.75') SDMH 2-8 NEW 60" Ø MANHOLE STA 8+39.39, RIM = 4718.62 12" INV IN (SE) = 4714.81 15" INV IN (SW) = 4714.56 15" INV OUT (N) = 4714.56 DEPTH = 4.81' (SUMP = 0.75') SDI 2-8E NEW 48"" Ø COMBO MH / INLET STA 10+64.40, 14.50 RT TBC = 4716.15 15" INV IN (S) = 4712.45 15" INV OUT (W) = 4712.45 DEPTH = 4.03' (SUMP = 0.75') PROPOSED DEWATERING PIPE (TYP.)STA 12+14.40END TYP SECTIONBEGIN SEWER ACCESS ROADRECORD DRAWINGJULY 20250 VERT. SCALE IN FEET 0 HORIZ. SCALE IN FEET 1.53 3 6 1530 30 60 SURFACE LEGEND EXISTING ASPHALT EXISTING CONCRETE PROPOSED ASPHALT PROPOSED STANDARD CONCRETE SURFACE PROPOSED 6" THICK CONCRETE SURFACE ALL PEDESTRIAN RAMPS, SIDEWALK IN CITY PARKS AND SIDEWALK ADJACENT TO CITY PARKS MUST BE 6 INCH THICK CONCRETE. 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.2025engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY P:\6787\007-PH_2.2+2.3\ACAD\RECORD 2.3\2-ROAD-STORM\6787-007_ROSA-WAY_PLN-PRO.DWGREVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net VERIFY SCALE AND COLOR! THIS SHEET MAY BE REDUCED AND IS INTENDED TO BE IN COLOR. THE BAR BELOW WILL MEASURE ONE INCH AT ORIGINAL DESIGN SCALE AND RED, GREEN, AND BLUE WILL BE VISIBLE IF REPRODUCED CORRECTLY. MODIFY SCALE ACCORDINGLY! PLOTTED BY:KARL SAND ON Jul/17/2025 NORTHWEST CROSSING SUBDIVISION PH 2.3 BOZEMAN MONTANA ROSA WAY ROAD AND STORM PLAN AND PROFILE STA: 5+50 TO 12+50 6787.007 6 R-3 CJF CPK MEE --/--/---- ---- ---- 1 ADDRESS CITY COMMENTS 06/18/24JAZ JAZ ROSA WAY PHASE 2.3 BOUNDARY TOUCHSTONE DRIVEDAYSPRING AVENUE2 D-1 ROSA WAY 31' TBC - TBC CONCRETE FETS WITH RIP-RAP INV=4710.55 TEMPORARY RETENTION POND (PH 2.3) REQ'D 10-YEAR STORAGE = 4,048 CF POND VOL = 4,782 CF @ 1.5-FT MAX DEPTH = 2.5-FT VOL @ MAX DEPTH = 8,912 CF POND BOTTOM = 4710.30 POND TOP = 4712.80 SIDE SLOPES = 4:1 HIGH GROUNDWATER ELEVATION = 4709.00 PROPOSED SEWER ACCESS GRADE @ CENTERLINE FUTURE ROSA WAY GRADE @ CENTERLINE KEY NOTES BOULEVARD ALLEY APPROACH PER COB STD DWG NO. 02529-7A, INCLUDING INVERTED FLOW LINE THROUGH SIDEWALK UTILITY CONDUITS. SEE DETAIL 4, SHEET D-1 INSTALL NEW DEAD END BARRICADE PER COB STD DWG NO 09810-2 IRRIGATION CONDUIT: INSTALL 6" PVC INSTALL LAYDOWN CURB FOR FUTURE DRIVEWAY (4FT WINGS) COB STD DWG NO 02529-11 2 1 3 4 52 2 2 3 5 5 5 5 MATCH LINESTA 8+00STORM DRAIN MAINTENANCE ACCESS. PROVIDE 6-INCH THICK DRIVABLE CONCRETE SEE SHEET D-5 SEE SHEET D-4 2 4 4 4 TP PARK 04 BLOCK 7 LOT 30 BLOCK 7 LOT 31 BLOCK 7 LOT 32 BLOCK 7 LOT 26 BLOCK 7 LOT 27 BLOCK 7 LOT 28 BLOCK 7 LOT 29 BLOCK 7 LOT 12 BLOCK 7 LOT 11 BLOCK 7 LOT 10 BLOCK 7 LOT 9 BLOCK 7 LOT 16 BLOCK 7 LOT 15 BLOCK 7 LOT 14 BLOCK 7 LOT 13 BLOCK 7 LOT 1 BLOCK 7 LOT 24 BLOCK 7 LOT 8 BLOCK 7 LOT 7 BLOCK 7 LOT 6 BLOCK 7 LOT 5 BLOCK 7 LOT 4 BLOCK 7 LOT 3 BLOCK 7 LOT 2 BLOCK 7 LOT 23 BLOCK 7 LOT 17 BLOCK 7 LOT 18 BLOCK 7 LOT 19 BLOCK 7 LOT 20 BLOCK 7 LOT 21 BLOCK 7 LOT 22 BLOCK 7 LOT 25STORMWATERTRACT 08STORMWATERTRACT 11BLOCK 8 LOT 1 BLOCK 8 LOT 18 BLOCK 8 LOT 19 BLOCK 8 LOT 38N0°00'00"E 474.50'N0°00'00"E 378.63'N0°00'00"E 378.63'HH HH HH HH HH 8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8WDYH WSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSDYH 8S 8S8S8S8S8S8S8S8S8S8S8S8S8S8S 8S8S8S8S8S8S8S8S8S 8S 8SSS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGW0+001+002+003+004+005+006+004717 4 7 1 9 47 1 8 47174720 4718 4719 4720 4721 472047214722472047194721 4722 4722 BPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTNGNGNGNGNGNGNGNGNGNGNGNGNGBP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BPNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNG BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BPBPBPBPBPBPBPBPBPBPBPBPBTBTBTBTBTBTBTBTBTBTBTBTNGNGNGNGNGNGNGNGNGNGBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPNGNGNGNGNGNGNGNGNGNGNGNGBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BPBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBT NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NGSDSD SDSDSDD D 12SD 15SD15SD15SD15SD15SD15SD15SDDBTBTBTBTBTBTBTBTBTBTBTBT BTBT BT BT BTBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPNGNGNGNGNGNGNGNGNGNGNGNGNG4720 4705 4710 4715 4720 4725 4705 4710 4715 4720 4725 -1.18% 1.38% 0.50%-0.50%STA=1+25.00ELEV=4721.22STA=3+12.92 ELEV=4722.16 STA=4+00.00 ELEV=4721.73 FG-EG-4718.240+00 FG-4720.19EG-4719.16FG-4720.88EG-4719.591+00 FG-4721.35EG-4720.19FG-4721.60EG-4720.272+00 FG-4721.85EG-4719.96FG-4722.10EG-4719.463+00 FG-4721.98EG-4719.02FG-4721.73EG-4717.634+00 FG-4721.14EG-4719.33FG-4720.56EG-4719.155+00 STORM DRAIN X-ING STA 0+37 PHASE 2.2 EXISTING GRADE @ ROAD CENTERLINE PROPOSED GRADE @ ROAD CENTERLINE PROPOSED WATER MAIN (TYP.) PROPOSED SEWER MAIN (TYP.) STA 0+30.00 ELEV=4720.58 CL ROSA WAY RECORD DRAWINGJULY 20250 VERT. SCALE IN FEET 0 HORIZ. SCALE IN FEET 1.53 3 6 1530 30 60 PHA S E 2. 2 PHASE 2.2 BOUNDARY SURFACE LEGEND EXISTING ASPHALT EXISTING CONCRETE PROPOSED ASPHALT PROPOSED STANDARD CONCRETE SURFACE PROPOSED 6" THICK CONCRETE SURFACE ALL PEDESTRIAN RAMPS, SIDEWALK IN CITY PARKS AND SIDEWALK ADJACENT TO CITY PARKS MUST BE 6 INCH THICK CONCRETE.ROSA WAYTWIN LAKES AVEFUT U R E PHA S E 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.2025engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY P:\6787\007-PH_2.2+2.3\ACAD\RECORD 2.3\2-ROAD-STORM\6787-007_WILDWOOD-LANE_PLN-PRO.DWGREVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net VERIFY SCALE AND COLOR! THIS SHEET MAY BE REDUCED AND IS INTENDED TO BE IN COLOR. THE BAR BELOW WILL MEASURE ONE INCH AT ORIGINAL DESIGN SCALE AND RED, GREEN, AND BLUE WILL BE VISIBLE IF REPRODUCED CORRECTLY. MODIFY SCALE ACCORDINGLY! PLOTTED BY:KARL SAND ON Jul/17/2025 NORTHWEST CROSSING SUBDIVISION PH 2.3 BOZEMAN MONTANA WILDWOOD LANE ROAD AND STORM PLAN AND PROFILE STA: 0+00 TO 5+00 6787.007 7 R-4 CJF CPK MEE --/--/---- ---- ---- 1 ADDRESS CITY COMMENTS 06/18/24JAZ 2 NWE CONDUIT REVISIONS 05/12/25KJS JAZ 2 NWE CONDUIT REVISIONS FUTURE PHASE BOUNDARY WILDWOOD LANE 1 D-1 WILDWOOD LANE 35' TBC - TBC KEY NOTES BOULEVARD ALLEY APPROACH PER COB STD DWG NO. 02529-7A, INCLUDING INVERTED FLOW LINE THROUGH SIDEWALK UTILITY CONDUITS. SEE DETAIL 4, SHEET D-1 INSTALL NEW DEAD END BARRICADE PER COB STD DWG NO 09810-2 IRRIGATION CONDUIT: INSTALL 6" PVC INSTALL LAYDOWN CURB FOR FUTURE DRIVEWAY (4FT WINGS) COB STD DWG NO 02529-11 2 1 3 4 5 2 5 55 55 5 5 5 5 55 55 55 5 SEE SHEET D-6 STA 4+57.05MATCH EXISTINGSTA 4+57.05MATCH EXISTINGWILDWOOD LANE HAS BEEN CHANGED TO COMPASS LANE. FOR CONTINUITY AND CLARITY WITH PREVIOUSLY ISSUED PLANS, ALL SHEETS AND LABELS WILL REMAIN AS WILDWOOD FOR THIS SET. 2 BLOCK 7 LOT 30 BLOCK 7 LOT 31 BLOCK 7 LOT 32 BLOCK 7 LOT 26 BLOCK 7 LOT 27 BLOCK 7 LOT 28 BLOCK 7 LOT 29 BLOCK 7 LOT 24 BLOCK 7 LOT 23 BLOCK 7 LOT 17 BLOCK 7 LOT 18 BLOCK 7 LOT 19 BLOCK 7 LOT 20 BLOCK 7 LOT 21 BLOCK 7 LOT 22 BLOCK 7 LOT 25 STORMWATERTRACT 11BLOCK 8 LOT 37 BLOCK 8 LOT 20 BLOCK 8 LOT 19 BLOCK 8 LOT 38 O.S. TRACT 10STORMWATERTRACT 12BLOCK 10 LOT 4 BLOCK 10 LOT 5 BLOCK 10 LOT 6 BLOCK 10 LOT 7 BLOCK 10 LOT 8 BLOCK 10 LOT 1 BLOCK 10 LOT 9 BLOCK 10 LOT 2 BLOCK 10 LOT 3 BLOCK 10 LOT 10 STORMWATER TRACT 13 BLOCK 11 LOT 1AN0°00'00"E 474.50'R=530.00' L=152.36' Δ=16°28'13"R=530.00'L=152.36'Δ=16°28'13"HH HH HH HH 8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8WDYH8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8WDYHWSWSWSWSWSWSWSWSWSBPBPBPBPBPBP BPBPBPBPBPBPBTBTBTBTBTBTBTBTBTBTBTBTNGNGNGNGNGNGNGNGNGBP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BPNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNG BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BPBPBPBPBPBPBPBPBPBTBTBTBTBTBTBTBTBTBTNGNGNGNGNGNGBPBPBPBPBPBPBPBPBPBPBPBPNGNGNGNGNGNGNGNGNGBTBTBTBTBTBTBTBTBTBTBTBTBP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BPBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBT NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG 12SD D >>>>>>>>>>>>>>>12SD D >>>>>>>>>>>>>>>>>>>>>>>>>>>> > >BTBTBT BT BT BTBPBPBPBPBPBPNGNGNGNG 8S 8S 8S 8S 8S 8S8S8S8S8S8S8S8S8S8S8S8S 8S8S8S8S8S8S8S8S8S8S8S 8S 8S 8SSSSSSSSSSSSSSSSSSS SSSSSSSSSSSSSSSSSSGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGW0+001+002+003+004+005+006+004720 4721 4720472147224723 4724 47244724 4710 4715 4720 4725 4730 4710 4715 4720 4725 4730 1.37% 0.50%-0.50% -1.14%STA=1+60.66ELEV=4724.15STA=3+10.47ELEV=4724.90FG-EG-4721.020+00 FG-4722.64EG-4721.00FG-4723.32EG-4721.091+00 FG-4724.01EG-4721.03FG-4724.35EG-4721.632+00 FG-4724.60EG-4721.91FG-4724.85EG-4721.913+00 FG-4724.71EG-4722.04FG-4724.46EG-4721.354+00 FG-4723.88EG-4720.97FG-4723.31EG-4721.815+00 FG-4723.48EG-4722.115+50 EXISTING GRADE @ ROAD CENTERLINE PROPOSED GRADE @ ROAD CENTERLINE PROPOSED WATER MAIN (TYP.) PROPOSED SEWER MAIN (TYP.) PHASE 2.2 STA 0+30.00 ELEV=4723.04 CL ROSA WAY RECORD DRAWINGJULY 20250 VERT. SCALE IN FEET 0 HORIZ. SCALE IN FEET 1.53 3 6 1530 30 60 PHA S E 2. 2 PHASE 2.2 BOUNDARY SURFACE LEGEND EXISTING ASPHALT EXISTING CONCRETE PROPOSED ASPHALT PROPOSED STANDARD CONCRETE SURFACE PROPOSED 6" THICK CONCRETE SURFACE ALL PEDESTRIAN RAMPS, SIDEWALK IN CITY PARKS AND SIDEWALK ADJACENT TO CITY PARKS MUST BE 6 INCH THICK CONCRETE.ROSA WAYTWIN LAKES AVEFUT U R E PHA S E 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.2025engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY P:\6787\007-PH_2.2+2.3\ACAD\RECORD 2.3\2-ROAD-STORM\6787-007_BRIARWOOD-LANE_PLN-PRO.DWGREVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net VERIFY SCALE AND COLOR! THIS SHEET MAY BE REDUCED AND IS INTENDED TO BE IN COLOR. THE BAR BELOW WILL MEASURE ONE INCH AT ORIGINAL DESIGN SCALE AND RED, GREEN, AND BLUE WILL BE VISIBLE IF REPRODUCED CORRECTLY. MODIFY SCALE ACCORDINGLY! PLOTTED BY:KARL SAND ON Jul/17/2025 NORTHWEST CROSSING SUBDIVISION PH 2.3 BOZEMAN MONTANA BRIARWOOD LANE ROAD AND STORM PLAN AND PROFILE STA: 0+00 TO 5+00 6787.007 8 R-5 CJF CPK MEE --/--/---- ---- ---- 1 ADDRESS CITY COMMENTS 06/18/24JAZ 2 NWE CONDUIT REVISIONS 05/12/25KJS JAZ 2 NWE CONDUIT REVISIONS FUTURE PHASE BOUNDARY BRIARWOOD LANE KEY NOTES BOULEVARD ALLEY APPROACH PER COB STD DWG NO. 02529-7A, INCLUDING INVERTED FLOW LINE THROUGH SIDEWALK UTILITY CONDUITS. SEE DETAIL 4, SHEET D-1 INSTALL NEW DEAD END BARRICADE PER COB STD DWG NO 09810-2 IRRIGATION CONDUIT: INSTALL 6" PVC INSTALL LAYDOWN CURB FOR FUTURE DRIVEWAY (4FT WINGS) COB STD DWG NO 02529-11 2 1 3 4 5 1 D-1 BRIARWOOD LANE 35' TBC - TBC STA 4+56.77 MATCH EXISTING 5 5 5 5 5 5 5 5 STA 4+56.77MATCH EXISTINGSEE SHEET D-7 2 I MW TP MWO.S.TRACT 09O.S. TRACT 10 O.S. TRACT 11STORMWATERTRACT 12BLOCK 10 LOT 21 BLOCK 10 LOT 15 BLOCK 10 LOT 14 BLOCK 10 LOT 13 BLOCK 10 LOT 20 BLOCK 10 LOT 12 BLOCK 10 LOT 19 BLOCK 10 LOT 11 BLOCK 10 LOT 18 BLOCK 10 LOT 17 BLOCK 10 LOT 16 BLOCK 10 LOT 4 BLOCK 10 LOT 5 BLOCK 10 LOT 6 BLOCK 10 LOT 7 BLOCK 10 LOT 8 BLOCK 10 LOT 1 BLOCK 10 LOT 9 BLOCK 10 LOT 2 BLOCK 10 LOT 3 BLOCK 10 LOT 10 STORMWATER TRACT 13 O.S. TRACT 12 BLOCK 11 LOT 8A BLOCK 11 LOT 8B BLOCK 11 LOT 9A BLOCK 11 LOT 1B BLOCK 11 LOT 2A BLOCK 11 LOT 1A N16°28'13"W 132.55'R=530.00'L=152.36'Δ=16°28'13"S78°41'34"W 6 0 . 2 4 ' S16°28'13"E 48.54' HHHH 8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8WDYH8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8WBPBPBPBPBP BPBPBPBPBPBPBPBPBPBTBTBTBTBTBTBTBTBTBTBTBTBTBTNGNGNGNGNGNGNGNGNGBP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BPNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNG BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BPBPBPBPBPBPBPBPBPBPBPBPBPBTBTBTBTBTBTBTBTBTBTBTBTBTNGNGNGNGNGNGNGNGNGBPBPBPBPBPBPBPBPBPBPBPBPBPNGNGNGNGNGNGNGNGNGBTBTBTBTBTBTBTBTBTBTBTBTBT>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > > NG NG NGBPBPBPBPBTBTBTBT 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S8S8S 8S8S8S8S 8S 8SSSSSSSSSSSSSSSSSSSSSSS GWGWGWGWGWGWGWGWGWGWGWGWGWGW0+001+002+003+004+005+005+65472647254724 4727 4722 4723 4724 4722 4723 4 72 3 47234725 4726 4727 4710 4715 4720 4725 4730 4710 4715 4720 4725 4730 VPI STA=3+50.06 VPI ELEV=4727.28 K=40.00 LVC=70.10'VPC STA=3+15.01VPC ELEV=4726.93VPT STA=3+85.10VPT ELEV=4727.011.50% -0.75% -1.53% 1.00%STA=0+60.00ELEV=4724.88STA=0+80.00ELEV=4724.57FG-EG-4722.810+00 FG-4724.73EG-4723.14FG-4724.77EG-4723.121+00 FG-4725.27EG-4722.92FG-4725.77EG-4722.762+00 FG-4726.27EG-4723.12FG-4726.78EG-4723.273+00 FG-4727.12EG-4723.32FG-4726.90EG-4723.514+00 FG-4726.53EG-4721.91FG-4726.15EG-4723.495+00 EXISTING GRADE @ ROAD CENTERLINE PROPOSED GRADE @ ROAD CENTERLINE PROPOSED WATER MAIN (TYP.)PROPOSED SEWER MAIN (TYP.) UTILITY X-ING STA 0+65 PHASE 2.2 STA 0+30.00 ELEV=4724.68 CL ROSA WAY RECORD DRAWINGJULY 20250 VERT. SCALE IN FEET 0 HORIZ. SCALE IN FEET 1.53 3 6 1530 30 60 PHA S E 2. 2 PHASE 2.2 BOUNDARY SURFACE LEGEND EXISTING ASPHALT EXISTING CONCRETE PROPOSED ASPHALT PROPOSED STANDARD CONCRETE SURFACE PROPOSED 6" THICK CONCRETE SURFACE ALL PEDESTRIAN RAMPS, SIDEWALK IN CITY PARKS AND SIDEWALK ADJACENT TO CITY PARKS MUST BE 6 INCH THICK CONCRETE.ROSA WAYTWIN LAKES AVEFUT U R E PHA S E 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.2025engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY P:\6787\007-PH_2.2+2.3\ACAD\RECORD 2.3\2-ROAD-STORM\6787-007_ALLEY_PLN-PRO.DWGREVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net VERIFY SCALE AND COLOR! THIS SHEET MAY BE REDUCED AND IS INTENDED TO BE IN COLOR. THE BAR BELOW WILL MEASURE ONE INCH AT ORIGINAL DESIGN SCALE AND RED, GREEN, AND BLUE WILL BE VISIBLE IF REPRODUCED CORRECTLY. MODIFY SCALE ACCORDINGLY! PLOTTED BY:KARL SAND ON Jul/17/2025 NORTHWEST CROSSING SUBDIVISION PH 2.3 BOZEMAN MONTANA ALLEY ROAD AND STORM PLAN AND PROFILE STA: 0+00 TO 4+00 6787.007 9 R-6 CJF CPK MEE --/--/---- ---- ---- 1 ADDRESS CITY COMMENTS 06/18/24JAZ JAZ FUTURE PHASE BOUNDARY ALLEY PHASE 2 . 1 PARK 3 D-1 ALLEY 16' TBC - TBC KEY NOTES BOULEVARD ALLEY APPROACH PER COB STD DWG NO. 02529-7A, INCLUDING INVERTED FLOW LINE THROUGH SIDEWALK UTILITY CONDUITS. SEE DETAIL 4, SHEET D-1 INSTALL NEW DEAD END BARRICADE PER COB STD DWG NO 09810-2 IRRIGATION CONDUIT: INSTALL 6" PVC INSTALL LAYDOWN CURB FOR FUTURE DRIVEWAY (4FT WINGS) COB STD DWG NO 02529-11 6-FOOT WIDE VALLEY GUTTER. CONTRACTOR TO ENSURE ASPHALT IS PAVED 1 8" TO 1 4" ABOVE THE CONCRETE AND SEAL JOINTS 2 1 3 4 5 6 1 2 2 STA 4+69.24MATCH EXISTINGSTA 4+69.24MATCH EXISTING20.0' ROW 5.0' PUE 30.0' SEWER AND WATER EASEMENT 6-FOOT WIDE VALLEY GUTTER 6 TPSTORMWATER TRACT 08 N90°00'00"E60.00'N0°00'00"W 357.33'N90°00'00"W60.00'N0°00'00"W 281.28'HHHHHHHHHHHHHH8W8W8W8W8W8W8W8W8W 8W 8W 8W 8W 8W 8W 8W8W8W8W8W8W8W8W8W8W8W8W8W8WDYH8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8WWS WSWSWSWSWSWSWSWSWSWSWS DYH 8W8W8W8WDYH 8WVERT 45 VERT 45 VERT 45VERT 45DBP BP BP BP BP BP BP BP BP BP BP BP BP BP BPBPBPBPBPNG NG NG NG NG NG NG NG NG NG NGNGNGNGBT BT BT BT BT BT BT BT BT BT BT BT BT BT BTBTBTBTBTBP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BPBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBT NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NGBPBPBPBPBTBTBTBTBTNGNGNGNG15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD12SD15SD15SD15SDD15SDDDBPBPBPBPBPBPBPBPBPBPBPBPBTBTBTBTBTBTBTBTBTBTBTBTNGNGNGNGNGNGNGNGNGD>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>BTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGBTBTBTBTBTBPBPBPBPBPNGNGNGNGNGNGBPBPBPBTBTBT8S8S8S8S8S8S8S8S8S8S8SSSSSSSSSSSSSSSSSSSSS SSSS 8S8S8S8S8S8S8S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21SGW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GWGWGWGWGWGW0+001+002+003+004+00 5+00 PI: 5+32.38 PC: 3+31.06 PT: 3+78.18 4720 4719 47 1 7 4 7 1 4 4714 47164717 4714 47134712471 5 47 1 6 47174718 4719471647154715 4700 4705 4710 4715 4720 4725 4700 4705 4710 4715 4720 4725 VPI STA=4+57.91 VPI ELEV=4715.66 K=35.03 LVC=100.00'VPC STA=4+07.91VPC ELEV=4715.41VPT STA=5+07.91VPT ELEV=4714.48-1.00% 1.39% -0.50% -2.00% -1.50%0.50% -2.35%STA=3+05.64ELEV=4716.49STA=3+85.23ELEV=4715.29STA=3+46.75ELEV=4715.67STA=3+64.99ELEV=4715.39FG-EG-4715.920+00 FG-4719.04EG-4715.24FG-4718.54EG-4714.751+00 FG-4718.04EG-4714.35FG-4717.54EG-4713.742+00 FG-4717.04EG-4713.28FG-4716.54EG-4712.683+00 FG-4715.62EG-4711.99FG-4715.37EG-4712.424+00 FG-4715.36EG-4712.74FG-4714.66EG-4713.395+00 FG-4714.36EG-4714.12FG-4715.03EG-4714.266+00 FUTURE PHASE EXISTING GRADE @ ROAD CENTERLINE PROPOSED GRADE @ ROAD CENTERLINE PROPOSED WATER MAIN (TYP.) PROPOSED SEWER MAIN (TYP.) CONDUIT X-ING STA 0+66 CONDUIT X-ING STA 5+67 STA 0+30.98 ELEV=4719.55 CL TOUCHSTONE STA 5+32.38 ELEV=4714.77 CL ROSA WAY CONDUIT X-ING STA 2+94 RECORD DRAWINGJULY 20250 VERT. SCALE IN FEET 0 HORIZ. SCALE IN FEET 1.53 3 6 1530 30 60 SURFACE LEGEND EXISTING ASPHALT EXISTING CONCRETE PROPOSED ASPHALT PROPOSED STANDARD CONCRETE SURFACE PROPOSED 6" THICK CONCRETE SURFACE ALL PEDESTRIAN RAMPS, SIDEWALK IN CITY PARKS AND SIDEWALK ADJACENT TO CITY PARKS MUST BE 6 INCH THICK CONCRETE. 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.2025engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY P:\6787\007-PH_2.2+2.3\ACAD\RECORD 2.3\2-ROAD-STORM\6787-007_DAYSPRING AVE_PLN-PRO.DWGREVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net VERIFY SCALE AND COLOR! THIS SHEET MAY BE REDUCED AND IS INTENDED TO BE IN COLOR. THE BAR BELOW WILL MEASURE ONE INCH AT ORIGINAL DESIGN SCALE AND RED, GREEN, AND BLUE WILL BE VISIBLE IF REPRODUCED CORRECTLY. MODIFY SCALE ACCORDINGLY! PLOTTED BY:KARL SAND ON Jul/17/2025 NORTHWEST CROSSING SUBDIVISION PH 2.3 BOZEMAN MONTANA DAYSPRING AVENUE ROAD AND STORM PLAN AND PROFILE STA: 0+00 TO 5+50 6787.007 10 R-7 CJF CPK MEE --/--/---- ---- ---- 1 ADDRESS CITY COMMENTS 06/18/24JAZ 2 NWE CONDUIT REVISIONS 05/12/25KJS JAZ 2 NWE CONDUIT REVISIONS ROSA WAY PHASE 2.3 BOUNDARY TOUCHSTONE DRIVEDAYSPRING AVE 2 D-1 DAYSPRING AVE 31' TBC - TBC KEY NOTES BOULEVARD ALLEY APPROACH PER COB STD DWG NO. 02529-7A, INCLUDING INVERTED FLOW LINE THROUGH SIDEWALK UTILITY CONDUITS. SEE DETAIL 4, SHEET D-1 INSTALL NEW DEAD END BARRICADE PER COB STD DWG NO 09810-2 IRRIGATION CONDUIT: INSTALL 6" PVC INSTALL LAYDOWN CURB FOR FUTURE DRIVEWAY (4FT WINGS) COB STD DWG NO 02529-11 2 1 3 4 5 TOUCHSTONE DRIVE SEE R-1 ROSA WAY SEE R-3 SEE SHEET SD-1 FOR DAYSPRING AVE STORM DETAILS SEE SHEET SD-3 2 2 5 5 5 5 5 5 5 5 5 5 5 5 D-3 SEE SHEET SD-1 FOR DETAIL SEE SHEET D-4 2 DAYSPRING AVENUE HAS BEEN RENAMED TO HAVENWOOD LANE. FOR CONTINUITY AND CLARITY, ALL SHEETS AND LABELS WILL REMAIN AS DAYSPRING FOR THIS SET. 2 2 2 2 2 2 2 2 2 BPBPBPBPBPBP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP NGNGNGNGNG NG NG NG NG NG NG NG NG NG NG NG BTBTBTBTBTBTBT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT12SD12SD15SD15SD>>> >>>>>>>> >>>>>>>>>> >>>> >>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>> >>>>>>>>> > > >>> > >>> > >>>>>>>>>>>>>>>>>>>>>> > >>>>>>>> > > > > > > > > > > > >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > >>> > >>>>>>>>>BTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNG NG NG NG NG NG NG NG NG BP BP BP BP BP BP BP BP BP BP BP BLOCK 3 LOT 12 BLOCK 3 LOT 11 BLOCK 3 LOT 1 N90°00'00"W 60.00'8W8W8W8W8W8W8W8W8W8W8W8W8W8WDYH 8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W6W WSWSWSWSWSWSWSWSWSWSWS WS WS 8W 8WVERT 45 VERT 45 VERT 45VERT 45 8S8S8S8S8S8S8S8SSS SS SS SS SS SSSSSSSSSSSS8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21SGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGW12+00 3+00 4+005+00PC: 3+31.06 PT: 3+78.18PI: 5+32.384715 47124713SDI 2-9S STA 3+85.23, 14.54 RT INSTALL NEW 3' x 2' STORM DRAIN INLET TBC = 4715.27 12" INV OUT (N) = 4712.63 26.1 LF 12" Ø PVC Pipe @ 0.50% 28.0 LF 15" Ø PVC Pipe @ 0.50%SDI 2-9N STA 3+85.23, -14.54 LT INSTALL NEW 3' x 2' STORM DRAIN INLET TBC = 4715.27 12" INV IN (S) = 4712.50 15" INV OUT (N) = 4712.25 4715 4714.00 4716.00 4713.0 0 4712.00 4716.004715 4715 4715 4715 4714.00 4713.00 4714.00 4714.004714.00-24.58%-17 . 5 7 % -2 1 . 7 6%-23.27%-24.49%-20.75%-16.17%-14.14%-11.28%-20.49%-20.49%-17.67%-18. 4 5 % -18. 4 5 % -11.87 % -2 3 . 4 2%-7.08%-10.33%4713. 0 0 47154714.0012SD12SDFG 4712.15 -10.09%-25.10%-25.16%-13.36%- 9 . 8 8% -9.8 3 %-25.02%RECORD DRAWINGJULY 2025CITY PAR K 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.2025engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY P:\6787\007-PH_2.2+2.3\ACAD\RECORD 2.3\2-ROAD-STORM\6787-007_DAYSPRING-POND-DETAILS.DWGREVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net VERIFY SCALE AND COLOR! THIS SHEET MAY BE REDUCED AND IS INTENDED TO BE IN COLOR. THE BAR BELOW WILL MEASURE ONE INCH AT ORIGINAL DESIGN SCALE AND RED, GREEN, AND BLUE WILL BE VISIBLE IF REPRODUCED CORRECTLY. MODIFY SCALE ACCORDINGLY! PLOTTED BY:KARL SAND ON Jul/17/2025 NORTHWEST CROSSING SUBDIVISION PH 2.3 BOZEMAN MONTANA DAYSPRING AVENUE POND DETAILS 6787.007 11 SD-1 CJF CPK MEE --/--/---- ---- ---- 1 ADDRESS CITY COMMENTS 06/18/24JAZ 2 POND OUTFALL INVERT UPDATE 01/22/2025JAZ 3 FOR CONSTRUCTION 01/23/2025KJS JAZ 2 POND OUTFALL INVERT UPDATE STORMWATER TRACT BOUNDARY 20 4010200 SCALE IN FEETROSA WAYDAYSPRING AVE DAYSPRING AVE RETENTION POND 10 YR, 2-HR RUNOFF VOLUME = 2,566 CF VOLUME @ 1.5FT DEPTH= 2,588 CF POND BOTTOM ELEV = 4711.80 SIDE SLOPES = VARY, 4:1 MAX HIGH GROUNDWATER = 4711.00 15" RCP FES INV = 4712.15 INSTALL RIP RAP AT OUTFALL (3" TO 6" ANGULAR ROCK) APPROX. 10-YR WSEL 4713.30 SPILLOVER ELEVATION = 4713.50 INSTALL RIP RAP AT SPILLOVER (3" TO 6" ANGULAR ROCK) GRADING BOUNDARY EXTENTS GRADING BOUNDARY EXTENTS GRADING BOUNDARY EXTENTS 3 8" RCP FES INV = 4711.58 INSTALL RIP RAP AT OUTFALL (3" TO 6" ANGULAR ROCK) 8" RCP FES INV = 4711.66 INSTALL RIP RAP AT OUTFALL (3" TO 6" ANGULAR ROCK) NEW 20 L.F. OF 8" RCP @ 0.5% PROPOSED GRAVEL PATH (SEE LA)PROPOSED GRAVEL PATH (SEE LA)PROPOSED SWALE PROPOSED SWALE DAYSPRING AVENUE HAS BEEN RENAMED TO HAVENWOOD LANE. FOR CONTINUITY AND CLARITY, ALL SHEETS AND LABELS WILL REMAIN AS DAYSPRING FOR THIS SET. 4712.28 4712.18 4711.90 4712.61 O.S.TRACT 09STORMWATERTRACT 12BLOCK 10 LOT 1 BLOCK 10 LOT 2 R=830.00'L=164.94'Δ=11°23'09"HH 8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W 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 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8WWSWSWSWS WSWSWSWSWSWSWSBP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNG>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>> > > > >>>>>>8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGW3+00 4+00 PT: 4+13.400+001+000+001+00PI: 0+59.004722 47 2 1 4723 4722 4723 4724472 4 47244723.504723 472 3 . 5 0 47244722.5047234723.504724.5047254725-22.42% -22.42% -20.37%-4.04%-5.30%-5.96%-3.51 % -24.65% -3.12 % -3.70% -5.05 % 21.99' 23.55 -24.37% -24.81% 23.7023.75 23.55 23.47 >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>23.35 8.00'8.00'-4.91%-22.43%22.504722.504722.50472347234723.5047234723.5047244723.50 24.00 23.90 RECORD DRAWINGJULY 2025THIS 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.2025engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY P:\6787\007-PH_2.2+2.3\ACAD\RECORD 2.3\2-ROAD-STORM\6787-007_ALLEY-POND-DETAILS.DWGREVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net VERIFY SCALE AND COLOR! THIS SHEET MAY BE REDUCED AND IS INTENDED TO BE IN COLOR. THE BAR BELOW WILL MEASURE ONE INCH AT ORIGINAL DESIGN SCALE AND RED, GREEN, AND BLUE WILL BE VISIBLE IF REPRODUCED CORRECTLY. MODIFY SCALE ACCORDINGLY! PLOTTED BY:KARL SAND ON Jul/17/2025 NORTHWEST CROSSING SUBDIVISION PH 2.3 BOZEMAN MONTANA ALLEY POND DETAILS 6787.007 12 SD-2 CJF CPK MEE --/--/---- ---- ---- 1 ADDRESS CITY COMMENTS 06/18/24JAZ JAZ 10 205100 SCALE IN FEETTWIN LAKES AVEBRIARWOOD LANE FUT U R E PHA S E FUTURE PHASE BOUNDARY ALLEY ALLEY RETENTION POND 10 YR, 2-HR RUNOFF VOLUME = 1,216 CF VOLUME @ 1.5FT DEPTH= 1,280 CF POND BOTTOM ELEV = 4722.20 SIDE SLOPES = VARY, 4:1 MAX HIGH GROUNDWATER = 4717.50 APPROX. 10-YR WSEL 4723.70 SPILLOVER ELEVATION = 4723.90 6-FT WIDE VALLEY GUTTER RIP-RAP 3" TO 6" ANGULAR ROCK 4:1 MAX SIDE SLOPE NEW 8' x 8' x 5' GRAVEL INFILTRATION COLUMN. WRAP 3/4" WASHED ROCK IN MIRAFI RS380i (OR APPROVED EQUAL). ENSURE EXCAVATION CONNECTS TO NATIVE GRAVELS MWTPN90°00'00"E60.00'N0°00'00"W 357.33'STORMWATERTRACT 0211141 sq.ft.HHHH8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8WDYH6WBP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD 15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SDDD15SD BTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGBTBTBTBTBTBTBTBTBTBTBTBTBTBTBPBPBPBPBPBPBPBPBPBPBPBPBPNGNGNGNGNGNGNGNGNG21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21SGW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW 9+0010+0011+0047144717 471 6 47184719 471 6 4 7 1 5 471 7 4716 221.5 LF 15" Ø PVC Pipe @ 0.95%157.7 LF 15" Ø RCP @ 0.71% 26.5 LF 15" Ø RCP @ 0.50% 40.1 LF 15" Ø RCP @ 0.50% 157.35'20.50'11.20'10.79'5.00'18.36'SD3.1 LF 24" Ø PVC Pipe @ 0.00% 12.2 LF 18" Ø PVC Pipe @ 0.00% 69.6 LF 15" Ø RCP @ 1.00% 4720 4719 4719 4718 4717 20.21 19.74 19.27 17.2619.17 46.50'12.00' 6.0 LF 15" Ø PVC Pipe @ 0.01% SDI 2-8E NEW 48" Ø COMBO MH / INLET STA 10+64.40, 14.50 RT TBC = 4716.15 15" INV IN (S) = 4712.45 15" INV OUT (W) = 4712.45 DEPTH = 4.03' (SUMP = 0.75') SDI 2-8W NEW 48" Ø COMBO MH / INLET STA 10+64.40, 14.54 LT TBC = 4716.15 15" INV IN (E) = 4712.32 15" INV OUT (W) = 4712.32 DEPTH = 4.16' (SUMP = 0.75') SDMH 2-9 NEW 48" Ø MANHOLE STA 10+64.40, 58.13 LT RIM = 4718.22 15" INV IN (E) = 4712.12 24" INV OUT (S) = 4712.01 18" INV OUT (W) = 4712.42 15" INV OUT (N) = 4712.63 DEPTH = 8.21' (SUMP = 2.00') SDI 2-10E NEW 48" Ø COMBO MH / INLET STA 10+74.40, 14.50 RT TBC = 4716.03 15" INV IN (W) = 4711.92 15" INV OUT (N) = 4711.92 DEPTH = 4.44' (SUMP = 0.75') SDMH 2-10 NEW 48" Ø MANHOLE STA 10+74.40, 58.13 LT RIM = 4718.05 15" INV IN (S) = 4712.63 15" INV OUT (E) = 4712.63 DEPTH = 6.17' (SUMP = 0.75')RECORD DRAWINGJULY 2025THIS 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.2025engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY P:\6787\007-PH_2.2+2.3\ACAD\RECORD 2.3\2-ROAD-STORM\6787-007_UNDERGROUND DETENTION-DETAILS.DWGREVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net VERIFY SCALE AND COLOR! THIS SHEET MAY BE REDUCED AND IS INTENDED TO BE IN COLOR. THE BAR BELOW WILL MEASURE ONE INCH AT ORIGINAL DESIGN SCALE AND RED, GREEN, AND BLUE WILL BE VISIBLE IF REPRODUCED CORRECTLY. MODIFY SCALE ACCORDINGLY! PLOTTED BY:KARL SAND ON Jul/17/2025 NORTHWEST CROSSING SUBDIVISION PH 2.3 BOZEMAN MONTANA UNDERGROUND DETENTION LAYOUT 6787.007 13 SD-3 CJF CPK MEE --/--/---- ---- ---- 1 ADDRESS CITY COMMENTS 06/18/24JAZ 2 FOR CONSTRUCTION 01/23/25KJS JAZ 2 FOR CONSTRUCTION 10 205100 SCALE IN FEET FUT U R E PHA S E FUTURE PHASE BOUNDARY ROSA WAYTOUCHSTONE DRIVEISOLATOR ROW UNDERGROUND STORM WATER RETENTION SYSTEM #1 TOP OF STONE ELEV. = 4715.50 BASE ELEVATION, CHAMBERS = 4712.00 (LEVEL) MAX SUB-GRADE ELEVATION = 4711.00 *EXCAVATE TO NATIVE GRAVEL LAYER TO ALLOW INFILTRATION EST. HIGH GROUNDWATER = ±4710.00 10-YEAR STORAGE VOL (MIN) = 13,930 CF 10-YEAR WATER SURFACE ELEV. = 4716.00 TOTAL STORAGE VOLUME = 8,122 CF CHAMBERS = 84 END CAPS = 8 ADS STORMTECH SC-740 CHAMBERS, OR APPROVED EQUAL. SEE SHEET SD-4. 18" Ø OVERFLOW MANIFOLD INSTALL 90° ELBOW POINTED UPWARD ON 15" OUTLET PIPE. TOP OF ELBOW ELEVATION=4715.50 (SEE DETAIL) SDMH 2-10 - 90° ELBOW DETAIL FINISH GRADE FRAME & COVER PER CITY OF BOZEMAN STANDARDS. RIM ELEVATION PER PLAN 69.6 L.F. OF 15" CONCRETE PIPE @ 1.00% 15" INV OUT (E) = 4712.63 SUMP PER PLAN 15" INV IN (S) = 4712.63 6.0 LF OF 15" PVC PIPE @ 0.00% ADJUSTABLE RINGS 2" MIN., 12" MAX. TOP=4715.50 INSTALL 90° ELBOW ON 15" OUTLET PIPE INSTALL 15" VERTICAL PVC PIPE AS NEEDED TO REACH REQUIRED ELEVATION NOT TO SCALE TOP OF 90° ELBOW=~4715.16 CONTRACTOR TO CENTER VERTICAL PIPE UNDER MANHOLE COVER OPENING TO PROVIDE MAINTENANCE ACCESS ~2.53'12" DEWATERING PIPE STORM DRAIN MAINTENANCE ACCESS. PROVIDE 6-INCH THICK CONCRETE INSPECTION PORT (TYP.) INSPECTION PORT (TYP.) 2 2 2 4712.07 4711.90 4712.37 4712.51 RECORD DRAWING JULY 2025 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.2025engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY P:\6787\007-PH_2.2+2.3\ACAD\RECORD 2.3\2-ROAD-STORM\6787-007_UNDERGROUND DETENTION-DETAILS.DWGREVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net VERIFY SCALE AND COLOR! THIS SHEET MAY BE REDUCED AND IS INTENDED TO BE IN COLOR. THE BAR BELOW WILL MEASURE ONE INCH AT ORIGINAL DESIGN SCALE AND RED, GREEN, AND BLUE WILL BE VISIBLE IF REPRODUCED CORRECTLY. MODIFY SCALE ACCORDINGLY! PLOTTED BY:KARL SAND ON Jul/17/2025 NORTHWEST CROSSING SUBDIVISION PH 2.3 BOZEMAN MONTANA UNDERGROUND DETENTION DETAILS 6787.007 14 SD-4 CJF CPK MEE --/--/---- ---- ---- 8" PVC INSPECTION PORT DETAIL (SC SERIES CHAMBER) NOTE: INSPECTION PORTS MAY BE CONNECTED THROUGH ANY CHAMBER CORRUGATION CREST. STORMTECH CHAMBER CONCRETE COLLAR PAVEMENT 12" (300 mm) MIN WIDTH CONCRETE SLAB 6" (150 mm) MIN THICKNESS 8" NYLOPLAST INSPECTION PORT BODY (PART# 2708AG4IPKIT) OR TRAFFIC RATED BOX W/SOLID LOCKING COVER CONCRETE COLLAR NOT REQUIRED FOR UNPAVED APPLICATIONS 8" (200 mm) SDR 35 PIPE 4" (100 mm) INSERTA TEE TO BE CENTERED ON CORRUGATION CREST 4 IMPORTANT - NOTES FOR THE BIDDING AND INSTALLATION OF THE SC-740 SYSTEM 1.STORMTECH SC-740 CHAMBERS SHALL NOT BE INSTALLED UNTIL THE MANUFACTURER'S REPRESENTATIVE HAS COMPLETED A PRE-CONSTRUCTION MEETING WITH THE INSTALLERS. 2.STORMTECH SC-740 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH SC-310/SC-740/DC-780 CONSTRUCTION GUIDE". 3.CHAMBERS ARE NOT TO BE BACKFILLED WITH A DOZER OR AN EXCAVATOR SITUATED OVER THE CHAMBERS. STORMTECH RECOMMENDS 3 BACKFILL METHODS: ·STONESHOOTER LOCATED OFF THE CHAMBER BED. ·BACKFILL AS ROWS ARE BUILT USING AN EXCAVATOR ON THE FOUNDATION STONE OR SUBGRADE. ·BACKFILL FROM OUTSIDE THE EXCAVATION USING A LONG BOOM HOE OR EXCAVATOR. 4.THE FOUNDATION STONE SHALL BE LEVELED AND COMPACTED PRIOR TO PLACING CHAMBERS. 5.JOINTS BETWEEN CHAMBERS SHALL BE PROPERLY SEATED PRIOR TO PLACING STONE. 6.MAINTAIN MINIMUM - 6" (150 mm) SPACING BETWEEN THE CHAMBER ROWS. 7.EMBEDMENT STONE SURROUNDING CHAMBERS MUST BE A CLEAN, CRUSHED, ANGULAR STONE 3/4-2" (20-50 mm). 8.THE CONTRACTOR MUST REPORT ANY DISCREPANCIES WITH CHAMBER FOUNDATION MATERIALS BEARING CAPACITIES TO THE SITE DESIGN ENGINEER. 9.ADS RECOMMENDS THE USE OF "FLEXSTORM CATCH IT" INSERTS DURING CONSTRUCTION FOR ALL INLETS TO PROTECT THE SUBSURFACE STORMWATER MANAGEMENT SYSTEM FROM CONSTRUCTION SITE RUNOFF. NOTES FOR CONSTRUCTION EQUIPMENT 1.STORMTECH SC-740 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH SC-310/SC-740/DC-780 CONSTRUCTION GUIDE". 2.THE USE OF CONSTRUCTION EQUIPMENT OVER SC-740 CHAMBERS IS LIMITED: ·NO EQUIPMENT IS ALLOWED ON BARE CHAMBERS. ·NO RUBBER TIRED LOADERS, DUMP TRUCKS, OR EXCAVATORS ARE ALLOWED UNTIL PROPER FILL DEPTHS ARE REACHED IN ACCORDANCE WITH THE "STORMTECH SC-310/SC-740/DC-780 CONSTRUCTION GUIDE". ·WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT CAN BE FOUND IN THE "STORMTECH SC-310/SC-740/DC-780 CONSTRUCTION GUIDE". 3.FULL 36" (900 mm) OF STABILIZED COVER MATERIALS OVER THE CHAMBERS IS REQUIRED FOR DUMP TRUCK TRAVEL OR DUMPING. USE OF A DOZER TO PUSH EMBEDMENT STONE BETWEEN THE ROWS OF CHAMBERS MAY CAUSE DAMAGE TO THE CHAMBERS AND IS NOT AN ACCEPTABLE BACKFILL METHOD. ANY CHAMBERS DAMAGED BY THE "DUMP AND PUSH" METHOD ARE NOT COVERED UNDER THE STORMTECH STANDARD WARRANTY. CONTACT STORMTECH AT 1-888-892-2694 WITH ANY QUESTIONS ON INSTALLATION REQUIREMENTS OR WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT. SC-740 STORMTECH CHAMBER SPECIFICATIONS 1.CHAMBERS SHALL BE STORMTECH SC-740, OR ENGINEER APPROVED EQUIVALENT. 2.CHAMBER ROWS SHALL PROVIDE CONTINUOUS, UNOBSTRUCTED INTERNAL SPACE WITH NO INTERNAL SUPPORTS THAT WOULD IMPEDE FLOW OR LIMIT ACCESS FOR INSPECTION. 3.THE STRUCTURAL DESIGN OF THE CHAMBERS, THE STRUCTURAL BACKFILL, AND THE INSTALLATION REQUIREMENTS SHALL ENSURE THAT THE LOAD FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, SECTION 12.12, ARE MET FOR: 1) LONG-DURATION DEAD LOADS AND 2) SHORT-DURATION LIVE LOADS, BASED ON THE AASHTO DESIGN TRUCK WITH CONSIDERATION FOR IMPACT AND MULTIPLE VEHICLE PRESENCES. 4.CHAMBERS SHALL BE DESIGNED, TESTED AND ALLOWABLE LOAD CONFIGURATIONS DETERMINED IN ACCORDANCE WITH ASTM F2787, "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". LOAD CONFIGURATIONS SHALL INCLUDE: 1) INSTANTANEOUS (<1 MIN) AASHTO DESIGN TRUCK LIVE LOAD ON MINIMUM COVER 2) MAXIMUM PERMANENT (75-YR) COVER LOAD AND 3) ALLOWABLE COVER WITH PARKED (1-WEEK) AASHTO DESIGN TRUCK. 5.REQUIREMENTS FOR HANDLING AND INSTALLATION: ·TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, CHAMBERS SHALL HAVE INTEGRAL, INTERLOCKING STACKING LUGS. ·TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL, THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESS THAN 2”. ·TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, a) THE ARCH STIFFNESS CONSTANT AS DEFINED IN SECTION 6.2.8 OF ASTM F2418 SHALL BE GREATER THAN OR EQUAL TO 550 LBS/IN/IN. AND b) TO RESIST CHAMBER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES (ABOVE 73° F / 23° C), CHAMBERS SHALL BE PRODUCED FROM REFLECTIVE GOLD OR YELLOW COLORS. 8.ONLY CHAMBERS THAT ARE APPROVED BY THE SITE DESIGN ENGINEER WILL BE ALLOWED. UPON REQUEST BY THE SITE DESIGN ENGINEER OR OWNER, THE CHAMBER MANUFACTURER SHALL SUBMIT A STRUCTURAL EVALUATION FOR APPROVAL BEFORE DELIVERING CHAMBERS TO THE PROJECT SITE AS FOLLOWS: ·THE STRUCTURAL EVALUATION SHALL BE SEALED BY A REGISTERED PROFESSIONAL ENGINEER. ·THE STRUCTURAL EVALUATION SHALL DEMONSTRATE THAT THE SAFETY FACTORS ARE GREATER THAN OR EQUAL TO 1.95 FOR DEAD LOAD AND 1.75 FOR LIVE LOAD, THE MINIMUM REQUIRED BY ASTM F2787 AND BY SECTIONS 3 AND 12.12 OF THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS FOR THERMOPLASTIC PIPE. ·THE TEST DERIVED CREEP MODULUS AS SPECIFIED IN ASTM F2418 SHALL BE USED FOR PERMANENT DEAD LOAD DESIGN EXCEPT THAT IT SHALL BE THE 75-YEAR MODULUS USED FOR DESIGN. 9.CHAMBERS AND END CAPS SHALL BE PRODUCED AT AN ISO 9001 CERTIFIED MANUFACTURING FACILITY. ACCEPTABLE FILL MATERIALS: STORMTECH SC-740 CHAMBER SYSTEMS PLEASE NOTE: 1.THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR #4 STONE WOULD STATE: "CLEAN, CRUSHED, ANGULAR NO. 4 (AASHTO M43) STONE". 2.STORMTECH COMPACTION REQUIREMENTS ARE MET FOR 'A' LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 6" (150 mm) (MAX) LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR. 3.WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION, FOR STANDARD DESIGN LOAD CONDITIONS, A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION EQUIPMENT. FOR SPECIAL LOAD DESIGNS, CONTACT STORMTECH FOR COMPACTION REQUIREMENTS. 4.ONCE LAYER 'C' IS PLACED, ANY SOIL/MATERIAL CAN BE PLACED IN LAYER 'D' UP TO THE FINISHED GRADE. MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER 'C' OR 'D' AT THE SITE DESIGN ENGINEER'S DISCRETION. 5.WHERE RECYCLED CONCRETE AGGREGATE IS USED IN LAYERS 'A' OR 'B' THE MATERIAL SHOULD ALSO MEET THE ACCEPTABILITY CRITERIA OUTLINED IN TECHNICAL NOTE 6.20 "RECYCLED CONCRETE STRUCTURAL BACKFILL". NOTES: 1.CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418, "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". 2.SC-740 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". 3.THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE (ALLOWABLE BEARING CAPACITY) OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITH CONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS. 4.PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS. 5.REQUIREMENTS FOR HANDLING AND INSTALLATION: ·TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, CHAMBERS SHALL HAVE INTEGRAL, INTERLOCKING STACKING LUGS. ·TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL, THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESS THAN 2”. ·TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, a) THE ARCH STIFFNESS CONSTANT SHALL BE GREATER THAN OR EQUAL TO 550 LBS/FT/%. THE ASC IS DEFINED IN SECTION 6.2.8 OF ASTM F2418. AND b) TO RESIST CHAMBER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES (ABOVE 73° F / 23° C), CHAMBERS SHALL BE PRODUCED FROM REFLECTIVE GOLD OR YELLOW COLORS. MATERIAL LOCATION DESCRIPTION AASHTO MATERIAL CLASSIFICATIONS COMPACTION / DENSITY REQUIREMENT D FINAL FILL: FILL MATERIAL FOR LAYER 'D' STARTS FROM THE TOP OF THE 'C' LAYER TO THE BOTTOM OF FLEXIBLE PAVEMENT OR UNPAVED FINISHED GRADE ABOVE. NOTE THAT PAVEMENT SUBBASE MAY BE PART OF THE 'D' LAYER. ANY SOIL/ROCK MATERIALS, NATIVE SOILS, OR PER ENGINEER'S PLANS. CHECK PLANS FOR PAVEMENT SUBGRADE REQUIREMENTS.N/A PREPARE PER SITE DESIGN ENGINEER'S PLANS. PAVED INSTALLATIONS MAY HAVE STRINGENT MATERIAL AND PREPARATION REQUIREMENTS. C INITIAL FILL: FILL MATERIAL FOR LAYER 'C' STARTS FROM THE TOP OF THE EMBEDMENT STONE ('B' LAYER) TO 18" (450 mm) ABOVE THE TOP OF THE CHAMBER. NOTE THAT PAVEMENT SUBBASE MAY BE A PART OF THE 'C' LAYER. GRANULAR WELL-GRADED SOIL/AGGREGATE MIXTURES, <35% FINES OR PROCESSED AGGREGATE. MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU OF THIS LAYER. AASHTO M145¹ A-1, A-2-4, A-3 OR AASHTO M43¹ 3, 357, 4, 467, 5, 56, 57, 6, 67, 68, 7, 78, 8, 89, 9, 10 BEGIN COMPACTIONS AFTER 12" (300 mm) OF MATERIAL OVER THE CHAMBERS IS REACHED. COMPACT ADDITIONAL LAYERS IN 6" (150 mm) MAX LIFTS TO A MIN. 95% PROCTOR DENSITY FOR WELL GRADED MATERIAL AND 95% RELATIVE DENSITY FOR PROCESSED AGGREGATE MATERIALS. ROLLER GROSS VEHICLE WEIGHT NOT TO EXCEED 12,000 lbs (53 kN). DYNAMIC FORCE NOT TO EXCEED 20,000 lbs (89 kN). B EMBEDMENT STONE: FILL SURROUNDING THE CHAMBERS FROM THE FOUNDATION STONE ('A' LAYER) TO THE 'C' LAYER ABOVE. CLEAN, CRUSHED, ANGULAR STONE OR RECYCLED CONCRETE5 AASHTO M43¹ 3, 357, 4, 467, 5, 56, 57 NO COMPACTION REQUIRED. A FOUNDATION STONE: FILL BELOW CHAMBERS FROM THE SUBGRADE UP TO THE FOOT (BOTTOM) OF THE CHAMBER. CLEAN, CRUSHED, ANGULAR STONE OR RECYCLED CONCRETE5 AASHTO M43¹ 3, 357, 4, 467, 5, 56, 57 PLATE COMPACT OR ROLL TO ACHIEVE A FLAT SURFACE.2,3 18" (450 mm) MIN* 8' (2.4 m) MAX 6" (150 mm) MIN D C B A 12" (300 mm) MIN 12" (300 mm) TYP51" (1295 mm)6" (150 mm) MIN 30" (760 mm) DEPTH OF STONE TO BE DETERMINED BY SITE DESIGN ENGINEER 6" (150 mm) MIN *TO BOTTOM OF FLEXIBLE PAVEMENT. FOR UNPAVED INSTALLATIONS WHERE RUTTING FROM VEHICLES MAY OCCUR, INCREASE COVER TO 24" (600 mm). PAVEMENT LAYER (DESIGNED BY SITE DESIGN ENGINEER) SC-740 END CAP EXCAVATION WALL (CAN BE SLOPED OR VERTICAL) PERIMETER STONE (SEE NOTE 4) SUBGRADE SOILS (SEE NOTE 3) **THIS CROSS SECTION DETAIL REPRESENTS MINIMUM REQUIREMENTS FOR INSTALLATION. PLEASE SEE THE LAYOUT SHEET(S) FOR PROJECT SPECIFIC REQUIREMENTS. ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE ALL AROUND CLEAN, CRUSHED, ANGULAR STONE IN A & B LAYERSNOMINAL CHAMBER SPECIFICATIONS SIZE (W X H X INSTALLED LENGTH)51.0" X 30.0" X 85.4" (1295 mm X 762 mm X 2169 mm) CHAMBER STORAGE 45.9 CUBIC FEET (1.30 m³) MINIMUM INSTALLED STORAGE*74.9 CUBIC FEET (2.12 m³) WEIGHT 75.0 lbs.(33.6 kg) *ASSUMES 6" (152 mm) STONE ABOVE, BELOW, AND BETWEEN CHAMBERS SC-740 TECHNICAL SPECIFICATION NTS BUILD ROW IN THIS DIRECTION OVERLAP NEXT CHAMBER HERE (OVER SMALL CORRUGATION) START END 90.7" (2304 mm) ACTUAL LENGTH 85.4" (2169 mm) INSTALLED LENGTH A A C B 51.0" (1295 mm) 30.0" (762 mm) 45.9" (1166 mm)12.2" (310 mm) 29.3" (744 mm) PART #STUB A B C SC740EPE06T / SC740EPE06TPC 6" (150 mm)10.9" (277 mm)18.5" (470 mm)--- SC740EPE06B / SC740EPE06BPC ---0.5" (13 mm) SC740EPE08T /SC740EPE08TPC 8" (200 mm)12.2" (310 mm)16.5" (419 mm)--- SC740EPE08B / SC740EPE08BPC ---0.6" (15 mm) SC740EPE10T / SC740EPE10TPC 10" (250 mm)13.4" (340 mm)14.5" (368 mm)--- SC740EPE10B / SC740EPE10BPC ---0.7" (18 mm) SC740EPE12T / SC740EPE12TPC 12" (300 mm)14.7" (373 mm)12.5" (318 mm)--- SC740EPE12B / SC740EPE12BPC ---1.2" (30 mm) SC740EPE15T / SC740EPE15TPC 15" (375 mm)18.4" (467 mm)9.0" (229 mm)--- SC740EPE15B / SC740EPE15BPC ---1.3" (33 mm) SC740EPE18T / SC740EPE18TPC 18" (450 mm)19.7" (500 mm)5.0" (127 mm)--- SC740EPE18B / SC740EPE18BPC ---1.6" (41 mm) SC740ECEZ*24" (600 mm)18.5" (470 mm)---0.1" (3 mm) ALL STUBS, EXCEPT FOR THE SC740ECEZ ARE PLACED AT BOTTOM OF END CAP SUCH THAT THE OUTSIDE DIAMETER OF THE STUB IS FLUSH WITH THE BOTTOM OF THE END CAP. FOR ADDITIONAL INFORMATION CONTACT STORMTECH AT 1-888-892-2694. * FOR THE SC740ECEZ THE 24" (600 mm) STUB LIES BELOW THE BOTTOM OF THE END CAP APPROXIMATELY 1.75" (44 mm). BACKFILL MATERIAL SHOULD BE REMOVED FROM BELOW THE N-12 STUB SO THAT THE FITTING SITS LEVEL. NOTE: ALL DIMENSIONS ARE NOMINAL PRE-FAB STUB AT BOTTOM OF END CAP WITH FLAMP END WITH "BR" PRE-FAB STUBS AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH "B" PRE-FAB STUBS AT TOP OF END CAP FOR PART NUMBERS ENDING WITH "T" PRE-CORED END CAPS END WITH "PC" SC-740 ISOLATOR ROW PLUS DETAIL NTS SC-740 END CAP OPTIONAL INSPECTION PORT SC-740 CHAMBERSTORMTECH HIGHLY RECOMMENDS FLEXSTORM INSERTS IN ANY UPSTREAM STRUCTURES WITH OPEN GRATES ONE LAYER OF ADSPLUS625 WOVEN GEOTEXTILE BETWEEN FOUNDATION STONE AND CHAMBERS 5' (1.5 m) MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMS ELEVATED BYPASS MANIFOLD 24" (600 mm) HDPE ACCESS PIPE REQUIRED USE EZ END CAP PART #: SC740ECEZ NYLOPLAST SUMP DEPTH TBD BY SITE DESIGN ENGINEER (24" [600 mm] MIN RECOMMENDED) INSTALL FLAMP ON 24" (600 mm) ACCESS PIPE PART#: SC74024RAMP INSPECTION & MAINTENANCE STEP 1)INSPECT ISOLATOR ROW PLUS FOR SEDIMENT A.INSPECTION PORTS (IF PRESENT) A.1.REMOVE/OPEN LID ON NYLOPLAST INLINE DRAIN A.2.REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLED A.3.USING A FLASHLIGHT AND STADIA ROD, MEASURE DEPTH OF SEDIMENT AND RECORD ON MAINTENANCE LOG A.4.LOWER A CAMERA INTO ISOLATOR ROW PLUS FOR VISUAL INSPECTION OF SEDIMENT LEVELS (OPTIONAL) A.5.IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3. B.ALL ISOLATOR PLUS ROWS B.1.REMOVE COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROW PLUS B.2.USING A FLASHLIGHT, INSPECT DOWN THE ISOLATOR ROW PLUS THROUGH OUTLET PIPE i)MIRRORS ON POLES OR CAMERAS MAY BE USED TO AVOID A CONFINED SPACE ENTRY ii)FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ENTRY IF ENTERING MANHOLE B.3.IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3. STEP 2)CLEAN OUT ISOLATOR ROW PLUS USING THE JETVAC PROCESS A.A FIXED CULVERT CLEANING NOZZLE WITH REAR FACING SPREAD OF 45" (1.1 m) OR MORE IS PREFERRED B.APPLY MULTIPLE PASSES OF JETVAC UNTIL BACKFLUSH WATER IS CLEAN C.VACUUM STRUCTURE SUMP AS REQUIRED STEP 3)REPLACE ALL COVERS, GRATES, FILTERS, AND LIDS; RECORD OBSERVATIONS AND ACTIONS. STEP 4)INSPECT AND CLEAN BASINS AND MANHOLES UPSTREAM OF THE STORMTECH SYSTEM. NOTES 1.INSPECT EVERY 6 MONTHS DURING THE FIRST YEAR OF OPERATION. ADJUST THE INSPECTION INTERVAL BASED ON PREVIOUS OBSERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS. 2.CONDUCT JETTING AND VACTORING ANNUALLY OR WHEN INSPECTION SHOWS THAT MAINTENANCE IS NECESSARY. 1 SC-740 CROSS SECTION DETAIL2SC-740 TECHNICAL SPECIFICATION 3 SC-740 ISOLATOR ROW PLUS DETAIL 8S8S8S8S8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S8S8S8S SSSSSSSSSSSSSSSSSS SS SSSS21S 21S SS 21S 21S 21S 21S 21S 21S 21S 21S 21S21S21S21S21SBLOCK 3 LOT 6 BLOCK 3 LOT 8 BLOCK 3 LOT 5 BLOCK 3 LOT 7 PARK 04 BLOCK 7 LOT 12 BLOCK 7 LOT 11 BLOCK 7 LOT 10 BLOCK 7 LOT 9 BLOCK 7 LOT 16 BLOCK 7 LOT 15 BLOCK 7 LOT 14 BLOCK 7 LOT 13 BLOCK 7 LOT 1 BLOCK 7 LOT 8 BLOCK 7 LOT 7 BLOCK 7 LOT 6 BLOCK 7 LOT 5 BLOCK 7 LOT 4 BLOCK 7 LOT 3 BLOCK 7 LOT 2 STORMWATERTRACT 08N90°00'00"E 60.00' HH HH HHHH HH 8W 8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W 8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8WDYH8W8W8W8W8W DYHWSWSWS WS WS WSWSWSWSWSWSWSWSDYH8W 8W 8W 8W 8W 8WDYH D BPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTNGNGNGNGNGNGNGNGNGNGNGNGBPBPBPBPBPNGNGNGNGBTBTBTBTBTBP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BPNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNG BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTNGNGNGNGNGNGNGNGNGNGNGBP BP BPBPBPBPBPBT BT BTBTBTBTBTNG NGNGNGNGBP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BPBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBT NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG 15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD12SDBPBPBPBPBPBTBTBTBTBTBTNGNGNGNG D>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>BTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPNGNGNGNGNGNGNGNGNGNGNGNGNGBTBTBTBT BTBPBPBPBPBPNGNGNG GWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWSTA 8+08.11 SSMH 3-15 STA 2+63.83, 48.55' LT SSMH 3-4 STA 5+01.99, 0.00' EX. SSMH 3-1 STA 8+12.41, 0.00' 4" SEWER SERV STA 5+06.99 - 36.5' RT BL 7 LOT 1 4" SEWER SERV STA 5+80.99 - 36.5' RT BL 7 LOT 2 4" SEWER SERV STA 6+00.99 - 36.5' RT BL 7 LOT 3 4" SEWER SERV STA 6+74.99 - 36.5' RT BL 7 LOT 4 4" SEWER SERV STA 6+94.99 - 36.5' RT BL 7 LOT 5 4" SEWER SERV STA 7+68.99 - 36.5' RT BL 7 LOT 6 4" SEWER SERV STA 7+88.99 - 36.5' RT BL 7 LOT 7 4" SEWER SERV STA 8+63.04 - 36.5' RT BL 7 LOT 8 SSMH 3-27 STA 4+41.41, 1.00' RT SSMH 3-28 STA 2+16.52, 5.79' RT 4702 4705 4710 4715 4720 4702 4705 4710 4715 4720 FG-EG-4715.661+00 FG-4720.06EG-4716.19FG-4719.81EG-4716.042+00 FG-4719.56EG-4715.52FG-4719.31EG-4715.753+00 FG-4719.06EG-4716.48FG-4718.81EG-4717.084+00 FG-4718.72EG-4717.25FG-4719.10EG-4718.165+00 FG-4719.47EG-4718.30FG-4719.85EG-4718.026+00 FG-4720.22EG-4717.55FG-4720.60EG-4717.127+00 FG-4720.87EG-4716.83FG-4721.12EG-4715.598+00 FG-4720.88EG-4716.69FG-4720.34EG-4716.379+00 PROPOSED WATER MAIN (TYP.) EXISTING GRADE @ ROAD CENTERLINE PHASE 2.2 SEWER SERVICE (TYP.) 76.59 LF 21" PVC @ 0.10% 310.42 LF 8" SDR 35 PVC @ 0 . 6 3 % SSMH 3-1 EXISTING 48" Ø MANHOLE STA 8+12.41 RIM ELEV = 4721.07 8" INV IN (W) = 4708.34 8" INV OUT (E) = 4708.14 DEPTH = 12.93' SSMH 3-4 INSTALL NEW 48" Ø MANHOLE STA 5+01.99 RIM ELEV = 4719.11 8" INV OUT (E) = 4710.29 DEPTH = 8.82'INV-INV-4705.00INV-4704.70INV-4704.60INV-4709.67INV-4709.04INV-4708.41INV-4707.70INV-4705.05INV-4704.75INV-4704.65INV-4709.99INV-4709.36INV-4708.73INV-4707.95SSMH 3-27 INSTALL NEW 60" Ø MANHOLE STA 4+41.41 RIM ELEV = 4719.38 21" INV IN (W) = 4704.56 21" INV OUT (N) = 4704.36 DEPTH = 15.01' SSMH 3-28 INSTALL NEW 60" Ø MANHOLE STA 2+16.52 RIM ELEV = 4719.55 21" INV IN (W) = 4704.98 21" INV OUT (E) = 4704.78 DEPTH = 14.77' PROPOSED GRADE @ ROAD CENTERLINE INSTALL 21" CAP STA 1+39.79 ELEV=4705.06 DEWATERING CROSSING STA 4+01.91 223.86 LF 21" PVC @ 0.10%RECORD DRAWINGJULY 20250 VERT. SCALE IN FEET 0 HORIZ. SCALE IN FEET 1.53 3 6 1530 30 60 PHA S E 2. 2 PHASE 2.2 BOUNDARY TOUCHSTONE DRIVE ROSA WAYTWIN LAKES AVEFUT U R E PHA S E DAYSPRING AVENUETHIS 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.2025engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY P:\6787\007-PH_2.2+2.3\ACAD\RECORD 2.3\3-SEWER\6787-007_TOUCHSTONE-LANE_SEWER_PLN-PRO.DWGREVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net VERIFY SCALE AND COLOR! THIS SHEET MAY BE REDUCED AND IS INTENDED TO BE IN COLOR. THE BAR BELOW WILL MEASURE ONE INCH AT ORIGINAL DESIGN SCALE AND RED, GREEN, AND BLUE WILL BE VISIBLE IF REPRODUCED CORRECTLY. MODIFY SCALE ACCORDINGLY! PLOTTED BY:KARL SAND ON Jul/17/2025 NORTHWEST CROSSING SUBDIVISION PH 2.3 BOZEMAN MONTANA TOUCHSTONE DRIVE SEWER PLAN AND PROFILE STA: 1+00 TO 9+00 6787.007 15 SS-1 CPK MEE --/--/---- ---- ---- 1 ADDRESS CITY COMMENTS 06/18/24JAZ 2 ADDED 21" SEWER MAIN 09/05/24JAZ 3 PHASE 2.4 MODIFICATIONS 03/13/25CGM JAZ 2 ADDED 21" SEWER MAIN FUTURE PHASE BOUNDARY TOUCHSTONE DRIVE INSTALL 300 LF 21" AND 310 LF 8" SDR 35 PVC SEWER PIPE TYPE A TRENCH BACKFILL & TYPE 1 BEDDING STA: 1+00 TO 9+00 KEY NOTES DEEP SEWER SERVICE PER CITY OF BOZEMAN STANDARD DRAWING NO. 02730-3 1 1 1 1 1 1 1 1 PLUG EXISTING KNOCKOUT TO THE NORTH. 3 3 REMOVAL OF NORTH SERVICE STUBS AND EASEMENTS. 4708.40 4710.31 4704.50 4704.77 4704.88 4705.01 +9' OF PIPE INSTALLED MWSTORMWATER TRACT 08 N90°00'00"E60.00'N0°00'00"W 357.33'N90°00'00"W60.00'N0°00'00"E HHHHHHHHHHHHHH8W8W8W8W8W8W8W8W8W 8W 8W 8W 8W 8W 8W 8W8W8W8W8W8W8W8W8W8W8W8W8W8WDYH8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8WWS WSWSWSWSWSWSWSWSWSWSWS DYH 8W8W8W8WDYH 8WVERT 45 VERT 45 VERT 45VERT 45DBP BP BP BP BP BP BP BP BP BP BP BP BP BP BPBPBPBPBPBPNG NG NG NG NG NG NG NG NG NG NGNGNGNGBT BT BT BT BT BT BT BT BT BT BT BT BT BT BTBTBTBTBTBTBPBTBP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BPBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBT NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NGBPBPBPBPBTBTBTBTBTNGNGNGNG BPBT15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD12SD15SD15SD15SDD15SDDDBPBPBPBPBPBPBPBPBPBPBPBPBTBTBTBTBTBTBTBTBTBTBTBTNGNGNGNGNGNGNGNGNGD>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>BTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGBTBTBTBTBTBPBPBPBPBPNGNGNGNGNGNGBPBPBPBTBTBT8S8S8S8S8S8S8S8S8S8S8SSSSSSSSSSSSSSSSSSSSS SSSS 8S8S8S8S8S8S8S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21SGW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GWGWGWGWGWGW0+001+002+003+004+00 5+00 PI: 5+32.38 SSMH 3-15 STA 0+80.56, 6.00' RT SSMH 3-14 STA 3+37.35, 5.46' RT SSMH 3-13 STA 3+71.89, 5.46' RT SSMH 3-12 STA 11+75.90, 4.50' RT 4" SEWER SERV STA 0+85.56 - 36.5' RT BL 3 LOT 7 4" SEWER SERV STA 0+95.56 - 36.5' LT BL 3 LOT 6 4" SEWER SERV STA 1+59.56 - 36.5' RT BL 3 LOT 8 4" SEWER SERV STA 1+79.56 - 36.5' RT BL 3 LOT 9 4" SEWER SERV STA 2+53.56 - 36.5' RT BL 3 LOT 10 4" SEWER SERV STA 3+98.38 - 36.5' RT BL 3 LOT 11 4" SEWER SERV STA 4+72.38 - 36.5' RT BL 3 LOT 12 4" SEWER SERV STA 3+30.71 - 36.5' LT BL 3 LOT 1 4" SEWER SERV STA 2+36.71 - 36.5' LT BL 3 LOT 3 4" SEWER SERV STA 1+62.71 - 36.5' LT BL 3 LOT 4 4" SEWER SERV STA 1+42.71 - 36.5' LT BL 3 LOT 5 4" SEWER SERV STA 2+56.71 - 36.5' LT BL 3 LOT 2 4700 4705 4710 4715 4720 4725 4700 4705 4710 4715 4720 4725 FG-EG-4715.920+00 FG-4719.04EG-4715.24FG-4718.54EG-4714.751+00 FG-4718.04EG-4714.35FG-4717.54EG-4713.742+00 FG-4717.04EG-4713.28FG-4716.54EG-4712.683+00 FG-4715.62EG-4711.99FG-4715.37EG-4712.424+00 FG-4715.36EG-4712.74FG-4714.66EG-4713.395+00 FG-4714.36EG-4714.12FG-4715.03EG-4714.266+00INV-INV-INV-4712.31INV-4711.81INV-4711.31INV-4710.81INV-4710.31INV-4709.58INV-4708.32INV-4706.99INV-4705.65INV-4704.78INV-EXISTING GRADE @ ROAD CENTERLINE PROPOSED GRADE @ ROAD CENTERLINE PROPOSED WATER MAIN (TYP.) UTILITY X-ING STA 0+66 UTILITY X-ING STA 5+67 SEWER SERVICE (TYP.) SSMH 3-12 INSTALL NEW 60" Ø MANHOLE STA 5+36.88 RIM ELEV = 4714.71 8" INV IN (W) = 4704.72 8" INV IN (E) = 4704.72 21" INV IN (S) = 4704.05 21" INV OUT (N) = 4703.85 DEPTH = 10.86' 163.81 L F 8 " S D R 3 5 P V C @ 2 . 6 8 % SSMH 3-13 INSTALL NEW 48" Ø MANHOLE STA 3+71.89 RIM ELEV = 4715.19 8" INV IN (SW) = 4709.21 8" INV OUT (E) = 4709.01 DEPTH = 6.19' 26.72 LF 8" SDR 35 PVC @ 2.47% SSMH 3-14 INSTALL NEW 48" Ø MANHOLE STA 3+37.35 RIM ELEV = 4715.69 8" INV IN (S) = 4709.97 8" INV OUT (NE) = 4709.77 DEPTH = 5.92' 255.61 LF 8" SDR 3 5 P V C @ 1 . 0 0 % SSMH 3-15 INSTALL NEW 48" Ø MANHOLE STA 0+80.56 RIM ELEV = 4718.61 8" INV OUT (N) = 4712.50 DEPTH = 6.11' END CAP STA 5+71.42 INV ELEV=4704.88 UTILITY X-ING STA 2+94 STORM DRAIN CROSSING STA 3+85.23 18" MIN.DEWATERING CROSSING STA 4+97.38 18" MIN. SEPARATION 32.05 LF 8" SDR 35 PVC @ 0.50%RECORD DRAWINGJULY 20250 VERT. SCALE IN FEET 0 HORIZ. SCALE IN FEET 1.53 3 6 1530 30 60 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.2025engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY P:\6787\007-PH_2.2+2.3\ACAD\RECORD 2.3\3-SEWER\6787-007_DAYSPRING AVE_SEWER_PLN-PRO.DWGREVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net VERIFY SCALE AND COLOR! THIS SHEET MAY BE REDUCED AND IS INTENDED TO BE IN COLOR. THE BAR BELOW WILL MEASURE ONE INCH AT ORIGINAL DESIGN SCALE AND RED, GREEN, AND BLUE WILL BE VISIBLE IF REPRODUCED CORRECTLY. MODIFY SCALE ACCORDINGLY! PLOTTED BY:KARL SAND ON Jul/17/2025 NORTHWEST CROSSING SUBDIVISION PH 2.3 BOZEMAN MONTANA DAYSPRING AVENUE SEWER PLAN AND PROFILE STA: 0+00 TO 6+00 6787.007 16 SS-2 CPK MEE --/--/---- ---- ---- 1 ADDRESS CITY COMMENTS 06/18/24JAZ 2 ADDED 21" SEWER MAIN 09/05/24JAZ JAZ 2 ADDED 21" SEWER MAIN ROSA WAY PHASE 2.3 BOUNDARY TOUCHSTONE DRIVEDAYSPRING AVE DAYSPRING AVE INSTALL 478 LF 8" SDR 35 PVC SEWER PIPE TYPE A TRENCH BACKFILL & TYPE 1 BEDDING STA: 0+00 TO 6+00 FUTURE PHASE BOUNDARY KEY NOTES DEEP SEWER SERVICE PER CITY OF BOZEMAN STANDARD DRAWING NO. 02730-3 1 1 4712.48 4709.72 4709.00 MWTPBLOCK 3LOT 12STORMWATERTRACT 02STORMWATERTRACT 0211141 sq.ft.HHHHHHHH8W8W8W8W8W8W8W8W8W8W 8W8W8W8W8W8W8W8W8W8W8W8W8W8WDYHDYH DYH8W8W8W8W6WWS WS 8WVERT 45 VERT 45 VERT 4 5VERT 45DBPBPBPBPBPBPNGNGNGNGBTBTBTBTBTBTBP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BPBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBT NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD12SD15SD15SD15SDD15SDDDD 12SD>>>>>>>>>>>>>>>>>>>>>>>>>>BTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGBTBTBTBPBPBPNGNG8SSS SS 8S8S8S8S8S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21SGWGWGWGWGWGWGW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GWGWGWGW4+00 5+00 PT: 3+51.15 9+0010+0011+0012+0013+0014+0015+0016+0016+07SSMH 3-10 STA 15+76.84, 4.50' RT SSMH 3-12 STA 11+75.90, 4.50' RT SSMH 3-27 STA 8+56.90, 4.50' RT 37.40 LF 12" RCP CULVERT @ 0.50% IE=4709.05 IE=4708.86 4700 4705 4710 4715 4720 4700 4705 4710 4715 4720 FG-4718.70EG-4717.328+50 FG-4718.12EG-4716.699+00 FG-4717.53EG-4716.20FG-4716.93EG-4715.5810+00 FG-4716.34EG-4714.95FG-4715.74EG-4714.5111+00 FG-4715.15EG-4714.21FG-4714.55EG-4713.6312+00 FG-4714.08EG-4713.24FG-4713.83EG-4712.7713+00 FG-4713.58EG-4712.26FG-4713.33EG-4711.5214+00 FG-4713.08EG-4711.01FG-4712.83EG-4711.1615+00 FG-4712.94EG-4708.99FG-EG-16+00INV-INV-INV-INV-INV-INV-INV-INV-4703.83INV-4703.78INV-4703.73INV-4703.68INV-4703.63INV-4703.58INV-4703.53INV-4703.48INV-PROPOSED WATER MAIN (TYP.) EXISTING GRADE @ ROAD CENTERLINE PROPOSED GRADE @ ROAD CENTERLINE SSMH 3-12 INSTALL NEW 60" Ø MANHOLE STA 11+75.90 RIM ELEV = 4714.71 8" INV IN (W) = 4704.72 8" INV IN (E) = 4704.72 21" INV IN (S) = 4704.05 21" INV OUT (N) = 4703.85 DEPTH = 10.86' 400.94 LF 21" PVC @ 0.10% SSMH 3-10 INSTALL NEW 60" Ø MANHOLE STA 15+76.84 RIM ELEV = 4711.87 21" INV IN (S) = 4703.45 8" INV IN (W) = 4704.12 21" INV OUT (E) = 4703.25 DEPTH = 8.62' PROPOSED STORM DRAIN (TYP.) FUTURE GRADE @ ROAD CENTERLINE SSMH 3-27 INSTALL NEW 60" Ø MANHOLE STA 8+56.90 RIM ELEV = 4719.38 21" INV IN (W) = 4704.56 21" INV OUT (N) = 4704.36 DEPTH = 15.01' 319.00 LF 21" PVC @ 0.10% PROPOSED SEWER MAIN (TYP.) PROPOSED DEWATERING PIPE (TYP.)CONTRACTOR TO FILL EXISTING ROADSIDE DITCH 12-FT WIDE CENTERED ON 21-INCH SEWER MAIN. FILL SLOPE NOT TO EXCEED 3:1 INSTALL 4" THICK INSULATION BETWEEN SEWER AND CULVERT CROSSING. INSTALL INSULATION PER DETAIL 2 ON SHEET D-2. USE ALT B INSTALLATION TOP AND SIDES 3.59'CULVERT CROSSING STA 15+57.04 RECORD DRAWINGJULY 20250 VERT. SCALE IN FEET 0 HORIZ. SCALE IN FEET 1.53 3 6 1530 30 60 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.2025engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY P:\6787\007-PH_2.2+2.3\ACAD\RECORD 2.3\3-SEWER\6787-007_ROSA-WAY_SEWER_PLN-PRO.DWGREVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net VERIFY SCALE AND COLOR! THIS SHEET MAY BE REDUCED AND IS INTENDED TO BE IN COLOR. THE BAR BELOW WILL MEASURE ONE INCH AT ORIGINAL DESIGN SCALE AND RED, GREEN, AND BLUE WILL BE VISIBLE IF REPRODUCED CORRECTLY. MODIFY SCALE ACCORDINGLY! PLOTTED BY:KARL SAND ON Jul/17/2025 NORTHWEST CROSSING SUBDIVISION PH 2.3 BOZEMAN MONTANA ROSA WAY SEWER PLAN AND PROFILE STA: 8+50 TO 16+00 6787.007 17 SS-3 CPK MEE --/--/---- ---- ---- 1 ADDRESS CITY COMMENTS 06/18/24JAZ 2 ADDED 21" SEWER MAIN 09/05/24JAZ JAZ 2 ADDED 21" SEWER MAIN ROSA WAY DAYSPRING AVEROSA WAY INSTALL 720 LF 21" SDR 35 PVC SEWER PIPE TYPE A TRENCH BACKFILL & TYPE 1 BEDDING STA: 8+50 TO 16+00 BAXTER LANECONTRACTOR TO FILL EXISTING ROADSIDE DITCH 12-FT WIDE CENTERED ON 21-INCH SEWER MAIN. FILL SLOPE NOT TO EXCEED 3:1 GRADING EXTENTS 4703.94 4704.36 4703.41 SOLID SLEEVE @ 11+92 4703.86 BPBPBPBPBTBTBTBTNGNGNGBPBPBPBTBTBTNGNG12SD 8S8S8S8S8S21S21S21S21S21S 21S 21S 21S 21S 21S 21S 21S 21S 21S 21S 21S 21S 21S 21S 21S 21S 21S DYH6W GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GWGWGWGWGWGWGW11+0012+0013+0014+0015+0016+0017+0018+00SSMH 3-10 INSTALL NEW 60" Ø MANHOLE STA 15+76.84 RIM ELEV = 4711.87 21" INV IN (S) = 4703.45 8" INV IN (W) = 4704.12 21" INV OUT (E) = 4703.25 DEPTH = 8.62' EX-SSMH 2-1 EX 72" Ø MANHOLE STA 17+25.05 RIM ELEV = 4711.80 8" INV IN (S) = 4703.25 21" INV IN (W) = 4702.58 21" INV OUT (E) = 4702.38 DEPTH = 9.42' 21S 21S 21S 21S 21S 21S 4695 4700 4705 4710 4715 4720 4695 4700 4705 4710 4715 4720 FG-EG-4711.9612+00 FG-EG-4711.86FG-EG-4711.6713+00 FG-EG-4711.51FG-EG-4711.4914+00 FG-EG-4711.53FG-EG-4711.6515+00 FG-EG-4711.76FG-EG-4711.7016+00 FG-EG-4711.71FG-EG-4711.7317+00 FG-EG-4711.91FG-EG-4712.1718+00INV-INV-4703.24INV-4703.17INV-4703.10INV-4703.03INV-4702.96INV-4702.89INV-4702.82INV-4702.75INV-4702.68INV-4702.61INV-4702.35INV-4702.27SSMH 3-10 NEW 60" Ø MANHOLE STA 12+43.53, 0.00 RIM = 4711.87 21" INV IN (S) = 4703.45 8" INV IN (W) = 4704.12 21" INV OUT (E) = 4703.25 DEPTH = 8.62' (SUMP = 0.00') 481.52 LF 21" PVC @ 0.14% EX-SSMH 2-1 EX 72" Ø MANHOLE STA 17+25.05, 0.00 RIM = 4711.80 8" INV IN (S) = 4703.25 21" INV IN (W) = 4702.58 21" INV OUT (E) = 4702.38 DEPTH = 9.42' (SUMP = 0.00') EXISTING GRADE @ ROAD CENTERLINE 8" STUB & CAP STA 12+38.53 INV. ELEV=4704.13 CMP CULVERT CROSSING RECORD DRAWINGJULY 20250 VERT. SCALE IN FEET 0 HORIZ. SCALE IN FEET 1.53 3 6 1530 30 60 BAXTER LANE INSTALL 482 LF 21" SDR 35 PVC SEWER PIPE TYPE A TRENCH BACKFILL & TYPE 1 BEDDING 12+00 TO 18+00ROSA WAYTWIN LAKES AVETHIS 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.2025engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY P:\6787\007-PH_2.2+2.3\ACAD\RECORD 2.3\3-SEWER\6787-007_BAXTER-LANE_SEWER_PLN-PRO.DWGREVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net VERIFY SCALE AND COLOR! THIS SHEET MAY BE REDUCED AND IS INTENDED TO BE IN COLOR. THE BAR BELOW WILL MEASURE ONE INCH AT ORIGINAL DESIGN SCALE AND RED, GREEN, AND BLUE WILL BE VISIBLE IF REPRODUCED CORRECTLY. MODIFY SCALE ACCORDINGLY! PLOTTED BY:KARL SAND ON Jul/17/2025 NORTHWEST CROSSING SUBDIVISION PH 2.3 BOZEMAN MONTANA BAXTER LANE SEWER PLAN AND PROFILE 12+00 TO 18+00 6787.007 18 SS-4 ---- CPK MEE --/--/---- ---- ---- 1 ADDRESS CITY COMMENTS 06/18/24JAZ 08/08/24CPK 3 09/05/24JAZ 4 FOR CONSTRUCTION 01/23/25KJS JAZ 2 ADDRESS DEQ COMMENTS BAXTER LANE EXISTING MANHOLE HAS 18" CUTOUT TO THE WEST. CONTRACTOR TO PROVIDE NEW MANHOLE BASE WITH NEW 21" CUTOUT TO THE WEST ALTERNATE: COORDINATE WITH CITY TO APPROVE CORING EXISTING BASE AND INSTALLING NEW MANHOLE BOOT CITY SEWER TRUNK MAIN RE-DESIGN 4 EXTENTS OF SAW CUT AND ASPHALT REPLACEMENT. REPLACE FULL WIDTH (APPROX. 12 FT) OF EAST-BOUND LANE. MATCH EXISTING ASPHALT DEPTH, MINIMUM 4". REPLACE PAVEMENT MARKINGS. BAXTER SEWER TRENCH NOTE BAXTER SEWER TRENCH TO BE BACKFILLED WITH NATIVE GRAVELS OR IMPORTED PIT RUN MATERIAL COMPACTED TO A MINIMUM OF 95% MAXIMUM DRY DENSITY. MATCH EXISTING ROADWAY BASE AND SUB-BASE MATERIAL DEPTHS. ALL SATURATED MATERIAL SHOULD BE REPLACED WITH MOISTURE-CONDITIONED NATIVE GRAVELS OR IMPORTED PIT RUN. CONSULT WITH ENGINEER PRIOR TO IMPORTING ANY NEW GRAVEL SOURCE. TAKE CARE TO AVOID SCRAPING, GOUGING OR OTHERWISE DAMAGING THE ASPHALT IN THE WESTBOUND LANE OF BAXTER LANE. 4 4 4702.33 4702.63 4703.41 4703.09 4703.25 40' OF 12" CMP CULVERT INV IN (S) - 4705.47 INV OUT (N) = 4705.32 SOLID SLEEVE INSTALLED 4' SOUTH BPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTNGNGNGNGNGNGNGNGNGNGNGNGNGBP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BPNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNG BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BPBPBPBPBPBPBPBPBPBPBPBPBTBTBTBTBTBTBTBTBTBTBTBTNGNGNGNGNGNGNGNGNGNGBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPNGNGNGNGNGNGNGNGNGNGNGNGBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BPBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBT NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG 12SD 15SD15SD15SD15SD15SD15SD15SDD12SDD 12SD 15SD15SD15SD15SD15SD15SD15SDDBTBTBTBTBTBTBTBTBTBTBTBT BTBT BT BT BTBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPNGNGNGNGNGNGNGNGNGNGNGNGNG TP PARK 04 BLOCK 7 LOT 30 BLOCK 7 LOT 31 BLOCK 7 LOT 32 BLOCK 7 LOT 26 BLOCK 7 LOT 27 BLOCK 7 LOT 28 BLOCK 7 LOT 29 BLOCK 7 LOT 12 BLOCK 7 LOT 11 BLOCK 7 LOT 10 BLOCK 7 LOT 9 BLOCK 7 LOT 16 BLOCK 7 LOT 15 BLOCK 7 LOT 14 BLOCK 7 LOT 13 BLOCK 7 LOT 1 BLOCK 7 LOT 24 BLOCK 7 LOT 8 BLOCK 7 LOT 7 BLOCK 7 LOT 6 BLOCK 7 LOT 5 BLOCK 7 LOT 4 BLOCK 7 LOT 3 BLOCK 7 LOT 2 BLOCK 7 LOT 23 BLOCK 7 LOT 17 BLOCK 7 LOT 18 BLOCK 7 LOT 19 BLOCK 7 LOT 20 BLOCK 7 LOT 21 BLOCK 7 LOT 22 BLOCK 7 LOT 25STORMWATERTRACT 08STORMWATERTRACT 11BLOCK 8 LOT 1 BLOCK 8 LOT 18 BLOCK 8 LOT 19 BLOCK 8 LOT 38N0°00'00"E 474.50'STORMWATER TRACT 11 4050 sq.ft.N0°00'00"E 378.63'N0°00'00"E 378.63'HH HH HH HH HH 8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8WDYH WSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSDYH 8S 8S 8S 8S8S8S8S8S8S8S8S8S8S8S8S8S8S 8S8S8S8S8S8S8S8S8S8S8S8S8S 8S 8S 8SSS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGW6+00 7+00 8+00 0+001+002+003+004+005+006+004" SEWER SERV STA 0+98.00 - 36.5' RT BL 7 LOT 17 4" SEWER SERV STA 1+74.00 - 36.5' RT BL 7 LOT 18 4" SEWER SERV STA 1+92.00 - 36.5' RT BL 7 LOT 19 4" SEWER SERV STA 2+68.00 - 36.5' RT BL 7 LOT 20 4" SEWER SERV STA 2+86.00 - 36.5' RT BL 7 LOT 21 4" SEWER SERV STA 3+62.00 - 36.5' RT BL 7 LOT 22 4" SEWER SERV STA 3+80.00 - 36.5' RT BL 7 LOT 23 4" SEWER SERV STA 0+96.00 - 36.5' LT BL 7 LOT 16 4" SEWER SERV STA 1+76.00 - 36.5' LT BL 7 LOT 15 4" SEWER SERV STA 1+90.00 - 36.5' LT BL 7 LOT 14 4" SEWER SERV STA 2+70.00 - 36.5' LT BL 7 LOT 13 4" SEWER SERV STA 2+84.00 - 36.5' LT BL 7 LOT 12 4" SEWER SERV STA 3+78.00 - 36.5' LT BL 7 LOT 10 4" SEWER SERV STA 3+64.00 - 36.5' LT BL 7 LOT 12 SSMH 3-5 STA 0+91.00, 6.00' RT EX. SSMH 2-15 STA 4+18.62, 6.00' RT 4705 4710 4715 4720 4725 4705 4710 4715 4720 4725 FG-EG-4718.240+00 FG-4720.19EG-4719.16FG-4720.88EG-4719.591+00 FG-4721.35EG-4720.19FG-4721.60EG-4720.272+00 FG-4721.85EG-4719.96FG-4722.10EG-4719.463+00 FG-4721.98EG-4719.02FG-4721.73EG-4717.634+00 FG-4721.14EG-4719.33FG-4720.56EG-4719.155+00INV-INV-INV-4711.27INV-4711.07INV-4710.87INV-4710.67INV-4710.47INV-4710.27INV-4710.07INV-4709.56INV-4709.18STORM DRAIN X-ING STA 0+37 PHASE 2.2 EXISTING GRADE @ ROAD CENTERLINE PROPOSED GRADE @ ROAD CENTERLINE PROPOSED WATER MAIN (TYP.) UTILITY X-ING STA 4+71 SSMH 3-5 INSTALL NEW 48" Ø MANHOLE STA 0+91.00 RIM ELEV = 4720.69 8" INV OUT (E) = 4711.29 DEPTH = 9.39' 327.62 LF 8" SDR 35 PVC @ 0.40% SSMH 2-15 EXISTING 48" Ø MANHOLE STA 4+18.62 RIM ELEV = 4721.37 8" INV IN (W) = 4710.00 8" INV OUT (E) = 4709.80 DEPTH = 11.58' SEWER SERVICE (TYP.)RECORD DRAWINGJULY 20250 VERT. SCALE IN FEET 0 HORIZ. SCALE IN FEET 1.53 3 6 1530 30 60 PHA S E 2. 2 PHASE 2.2 BOUNDARY ROSA WAYTWIN LAKES AVEFUT U R E PHA S E 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.2025engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY P:\6787\007-PH_2.2+2.3\ACAD\RECORD 2.3\3-SEWER\6787-007_WILDWOOD-LANE_SEWER_PLN-PRO.DWGREVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net VERIFY SCALE AND COLOR! THIS SHEET MAY BE REDUCED AND IS INTENDED TO BE IN COLOR. THE BAR BELOW WILL MEASURE ONE INCH AT ORIGINAL DESIGN SCALE AND RED, GREEN, AND BLUE WILL BE VISIBLE IF REPRODUCED CORRECTLY. MODIFY SCALE ACCORDINGLY! PLOTTED BY:KARL SAND ON Jul/17/2025 NORTHWEST CROSSING SUBDIVISION PH 2.3 BOZEMAN MONTANA WILDWOOD LANE SEWER PLAN AND PROFILE STA: 0+00 TO 5+00 6787.007 19 SS-5 CPK MEE --/--/---- ---- ---- 1 ADDRESS CITY COMMENTS 06/18/24JAZ 2 ADDRESS DEQ COMMENTS 08/08/24CPK JAZ 2 ADDRESS DEQ COMMENTS FUTURE PHASE BOUNDARY WILDWOOD LANE WILDWOOD AVE INSTALL 328 LF 8" SDR 35 PVC SEWER PIPE TYPE A TRENCH BACKFILL & TYPE 1 BEDDING STA: 0+00 TO 5+00 KEY NOTES DEEP SEWER SERVICE PER CITY OF BOZEMAN STANDARD DRAWING NO. 02730-3 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 WILDWOOD LANE HAS BEEN CHANGED TO COMPASS LANE. FOR CONTINUITY AND CLARITY WITH PREVIOUSLY ISSUED PLANS, ALL SHEETS AND LABELS WILL REMAIN AS WILDWOOD FOR THIS SET. 4711.26 4709.96 SEWER SVC STAKED AT 8.5' FROM PROPERTY LINE. BLOCK 7 LOT 30 BLOCK 7 LOT 31 BLOCK 7 LOT 32 BLOCK 7 LOT 26 BLOCK 7 LOT 27 BLOCK 7 LOT 28 BLOCK 7 LOT 29 BLOCK 7 LOT 24 BLOCK 7 LOT 23 BLOCK 7 LOT 17 BLOCK 7 LOT 18 BLOCK 7 LOT 19 BLOCK 7 LOT 20 BLOCK 7 LOT 21 BLOCK 7 LOT 22 BLOCK 7 LOT 25 STORMWATERTRACT 11BLOCK 8 LOT 37 BLOCK 8 LOT 20 BLOCK 8 LOT 19 BLOCK 8 LOT 38 O.S. TRACT 10STORMWATERTRACT 12BLOCK 10 LOT 4 BLOCK 10 LOT 5 BLOCK 10 LOT 6 BLOCK 10 LOT 7 BLOCK 10 LOT 8 BLOCK 10 LOT 1 BLOCK 10 LOT 9 BLOCK 10 LOT 2 BLOCK 10 LOT 3 BLOCK 10 LOT 10 STORMWATER TRACT 13 BLOCK 11 LOT 1AN0°00'00"E 474.50'STORMWATER TRACT 12 2792 sq.ft. STORMWATER TRACT 11 4050 sq.ft. R=530.00' L=152.36' Δ=16°28'13"R=530.00'L=152.36'Δ=16°28'13"HH HH HH HH 8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8WDYH8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8WDYHWSWSWSWSWSWSWSWSWSBPBPBPBPBPBP BPBPBPBPBPBPBTBTBTBTBTBTBTBTBTBTBTBTNGNGNGNGNGNGNGNGNGBP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BPNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNG BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BPBPBPBPBPBPBPBPBPBTBTBTBTBTBTBTBTBTBTNGNGNGNGNGNGBPBPBPBPBPBPBPBPBPBPBPBPNGNGNGNGNGNGNGNGNGBTBTBTBTBTBTBTBTBTBTBTBTBP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BPBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBT NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG 12SD D >>>>>>>>>>>>>>>12SD D >>>>>>>>>>>>>>>>>>>>>>>>>>>> > >BTBTBT BT BT BTBPBPBPBPBPBPNGNGNGNG 8S 8S 8S 8S 8S 8S8S8S8S8S8S8S8S8S8S8S8S 8S8S8S8S8S8S8S8S8S8S8S 8S 8S 8SSSSSSSSSSSSSSSSSSS SSSSSSSSSSSSSSSSSSGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGW4+00 5+00 6+00 PT: 4+13.400+001+002+003+004+005+006+004" SEWER SERV STA 1+00.00 - 36.5' LT BL 7 LOT 32 4" SEWER SERV STA 1+21.36 - 36.5' RT BL 10 LOT 1 4" SEWER SERV STA 1+59.36 - 36.5' RT BL 10 LOT 2 4" SEWER SERV STA 1+97.36 - 36.5' RT BL 10 LOT 3 4" SEWER SERV STA 2+35.36 - 36.5' RT BL 10 LOT 4 4" SEWER SERV STA 2+73.36 - 36.5' RT BL 10 LOT 5 4" SEWER SERV STA 3+11.36 - 36.5' RT BL 10 LOT 6 4" SEWER SERV STA 3+49.36 - 36.5' RT BL 10 LOT 7 4" SEWER SERV STA 1+74.37 - 36.5' LT BL 7 LOT 31 4" SEWER SERV STA 1+94.00 - 36.5' LT BL 7 LOT 30 4" SEWER SERV STA 2+68.03 - 36.5' LT BL 7 LOT 29 4" SEWER SERV STA 2+88.00 - 36.5' LT BL 7 LOT 28 4" SEWER SERV STA 3+62.00 - 36.5' LT BL 7 LOT 27 SSMH 3-7 STA 0+95.00, 6.00' RT EX. SSMH 3-6 STA 3+72.00, 6.00' RT 4710 4715 4720 4725 4730 4710 4715 4720 4725 4730 0.00%-3.00%3.00% 1.37% 0.50%-0.50%STA=0+16.50ELEV=4722.63STA=0+43.50ELEV=4722.63STA=1+60.66ELEV=4724.15STA=3+10.47ELEV=4724.90STA=4+00.00 ELEV=4724.46 FG-EG-4721.020+00 FG-4722.64EG-4721.00FG-4723.32EG-4721.091+00 FG-4724.01EG-4721.03FG-4724.35EG-4721.632+00 FG-4724.60EG-4721.91FG-4724.85EG-4721.913+00 FG-4724.71EG-4722.04FG-4724.46EG-4721.354+00INV-INV-INV-4717.16INV-4716.41INV-4715.66INV-4714.91INV-4714.16INV-4713.41INV-4712.67EXISTING GRADE @ ROAD CENTERLINE PROPOSED GRADE @ ROAD CENTERLINE PROPOSED WATER MAIN (TYP.) PHASE 2.2 SSMH 3-7 INSTALL NEW 48" Ø MANHOLE STA 0+95.00 RIM ELEV = 4723.18 8" INV OUT (E) = 4717.20 DEPTH = 5.97' SSMH 3-6 EXISTING 48" Ø MANHOLE STA 3+72.00 RIM ELEV = 4724.42 8" INV IN (W) = 4713.11 8" INV OUT (E) = 4712.91 DEPTH = 11.51' 277.00 LF 8" S D R 3 5 P V C @ 1 . 5 0 %RECORD DRAWINGJULY 20250 VERT. SCALE IN FEET 0 HORIZ. SCALE IN FEET 1.53 3 6 1530 30 60 BRIARWOOD LANE INSTALL 277 LF 8" SDR 35 PVC SEWER PIPE TYPE A TRENCH BACKFILL & TYPE 1 BEDDING STA: 0+00 TO 4+00 PHA S E 2. 2 PHASE 2.2 BOUNDARY ROSA WAYTWIN LAKES AVEFUT U R E PHA S E 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.2025engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY P:\6787\007-PH_2.2+2.3\ACAD\RECORD 2.3\3-SEWER\6787-007_BRIARWOOD-LANE_SEWER_PLN-PRO.DWGREVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net VERIFY SCALE AND COLOR! THIS SHEET MAY BE REDUCED AND IS INTENDED TO BE IN COLOR. THE BAR BELOW WILL MEASURE ONE INCH AT ORIGINAL DESIGN SCALE AND RED, GREEN, AND BLUE WILL BE VISIBLE IF REPRODUCED CORRECTLY. MODIFY SCALE ACCORDINGLY! PLOTTED BY:KARL SAND ON Jul/17/2025 NORTHWEST CROSSING SUBDIVISION PH 2.3 BOZEMAN MONTANA BRIARWOOD LANE SEWER PLAN AND PROFILE STA: 0+00 TO 4+00 6787.007 20 SS-6 CPK MEE --/--/---- ---- ---- 1 ADDRESS CITY COMMENTS 06/18/24JAZ JAZ FUTURE PHASE BOUNDARY BRIARWOOD LANE KEY NOTES DEEP SEWER SERVICE PER CITY OF BOZEMAN STANDARD DRAWING NO. 02730-3 1 1 1 1 1 1 1 1 1 1 1 1 4717.18 SEWER SVC 30, 31, 32 STAKED 8 FROM PROPERTY LINE. ALL OTHER SVC STAKED AT 6.5' FROM PROPERTY LINE. I MW TP MWO.S.TRACT 09O.S. TRACT 10 O.S. TRACT 11STORMWATERTRACT 12BLOCK 10 LOT 21 BLOCK 10 LOT 15 BLOCK 10 LOT 14 BLOCK 10 LOT 13 BLOCK 10 LOT 20 BLOCK 10 LOT 12 BLOCK 10 LOT 19 BLOCK 10 LOT 11 BLOCK 10 LOT 18 BLOCK 10 LOT 17 BLOCK 10 LOT 16 BLOCK 10 LOT 4 BLOCK 10 LOT 5 BLOCK 10 LOT 6 BLOCK 10 LOT 7 BLOCK 10 LOT 8 BLOCK 10 LOT 1 BLOCK 10 LOT 9 BLOCK 10 LOT 2 BLOCK 10 LOT 3 BLOCK 10 LOT 10 STORMWATER TRACT 13 O.S. TRACT 12 BLOCK 11 LOT 8A BLOCK 11 LOT 8B BLOCK 11 LOT 9A BLOCK 11 LOT 1B BLOCK 11 LOT 2A BLOCK 11 LOT 1A N16°28'13"W 132.55'O.S. TRACT 09 1439 sq.ft. STORMWATER TRACT 12 2792 sq.ft.R=530.00'L=152.36'Δ=16°28'13"S78°41'34"W 6 0 . 2 4 ' S16°28'13"E 48.54' HHHH 8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8WDYH8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8WBPBPBPBPBP BPBPBPBPBPBPBPBPBPBTBTBTBTBTBTBTBTBTBTBTBTBTBTNGNGNGNGNGNGNGNGNGBP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BPNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNG BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BPBPBPBPBPBPBPBPBPBPBPBPBPBTBTBTBTBTBTBTBTBTBTBTBTBTNGNGNGNGNGNGNGNGNGBPBPBPBPBPBPBPBPBPBPBPBPBPNGNGNGNGNGNGNGNGNGBTBTBTBTBTBTBTBTBTBTBTBTBT>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > > NG NG NGBPBPBPBPBTBTBTBT 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S8S8S 8S8S8S8S 8S 8SSSSSSSSSSSSSSSSSSSSSSS GWGWGWGWGWGWGWGWGWGWGWGWGWGW2+00 3+00 4+00 PC: 2+54.4 2 PT: 4+13.40 0+001+002+003+004+005+005+654" S EW ER SER V S T A 0 + 8 9 . 6 5 - 1 6 . 5 ' R T B L 1 0 LO T 2 1 4" S EW ER SER V S T A 1 + 2 7 . 6 5 - 1 6 . 5 ' R T B L 1 0 LO T 2 0 4" S EW ER SER V S T A 1 + 6 5 . 6 5 - 1 6 . 5 ' R T B L 1 0 LO T 1 9 4" S EW ER SER V S T A 2 + 0 3 . 6 5 - 1 6 . 5 ' R T B L 1 0 LO T 1 8 4" S EW ER SER V S T A 2 + 4 1 . 6 5 - 1 6 . 5 ' R T B LOCK 1 0 LO T 1 7 4" S EW ER SER V S T A 2 + 7 9 . 6 5 - 1 6 . 5 ' R T B L 1 0 LO T 1 6 4" S EW ER SER V S T A 3 + 1 7 . 6 5 - 1 6 . 5 ' R T B L 1 0 LO T 1 5 4" S EW ER SER V S T A 3 + 5 5 . 6 5 - 1 6 . 5 ' R T B L 1 0 LO T 1 4 4" S EW ER SER V S T A 3 + 9 3 . 6 5 - 1 6 . 5 ' R T B L 1 0 LO T 1 3 4" S EW ER SER V S T A 4 + 3 1 . 6 5 - 1 6 . 5 ' R T B L 1 0 LO T 1 2 4" S EW ER SER V S T A 4 + 7 0 . 5 6 - 1 6 . 5 ' R T B L 1 0 LO T 1 1 EX. SSMH 3-8 STA 4+80.62, 5.50' RT SSMH 3-9 STA 0+86.15, 5.50' RT 30.00'4710 4715 4720 4725 4730 4710 4715 4720 4725 4730 FG-EG-4722.810+00 FG-4724.73EG-4723.14FG-4724.77EG-4723.121+00 FG-4725.27EG-4722.92FG-4725.77EG-4722.762+00 FG-4726.27EG-4723.12FG-4726.78EG-4723.273+00 FG-4727.12EG-4723.32FG-4726.90EG-4723.514+00 FG-4726.53EG-4721.91FG-4726.15EG-4723.495+00INV-INV-INV-4719.68INV-4719.43INV-4719.18INV-4718.93INV-4718.68INV-4718.43INV-4718.18INV-4717.93INV-EXISTING GRADE @ ROAD CENTERLINE PROPOSED GRADE @ ROAD CENTERLINE PROPOSED WATER MAIN (TYP.)SSMH 3-9 INSTALL NEW 48" Ø MANHOLE STA 0+86.15 RIM ELEV = 4724.74 8" INV OUT (E) = 4719.74 DEPTH = 5.00' 394.47 LF 8" SDR 35 PVC @ 0.50% SSMH 3-8 EXISTING 60" Ø INSIDE DROP MANHOLE STA 4+80.62 RIM ELEV = 4726.42 8" INV IN (W) = 4717.79 8" INV OUT (E) = 4713.65 DEPTH = 12.76' UTILITY X-ING STA 0+65 UTILITY X-ING STA 4+94 RECORD DRAWINGJULY 20250 VERT. SCALE IN FEET 0 HORIZ. SCALE IN FEET 1.53 3 6 1530 30 60 PHA S E 2. 2 PHASE 2.1 BOUNDARYROSA WAYTWIN LAKES AVEFUT U R E PHA S E 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.2025engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY P:\6787\007-PH_2.2+2.3\ACAD\RECORD 2.3\3-SEWER\6787-007_ALLEY_SEWER_PLN-PRO.DWGREVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net VERIFY SCALE AND COLOR! THIS SHEET MAY BE REDUCED AND IS INTENDED TO BE IN COLOR. THE BAR BELOW WILL MEASURE ONE INCH AT ORIGINAL DESIGN SCALE AND RED, GREEN, AND BLUE WILL BE VISIBLE IF REPRODUCED CORRECTLY. MODIFY SCALE ACCORDINGLY! PLOTTED BY:KARL SAND ON Jul/17/2025 NORTHWEST CROSSING SUBDIVISION PH 2.3 BOZEMAN MONTANA ALLEY SEWER SEWER PLAN AND PROFILE STA: 0+00 TO 5+00 6787.007 21 SS-7 CPK MEE --/--/---- ---- ---- 1 ADDRESS CITY COMMENTS 06/18/24JAZ 2 ADDRESS DEQ COMMENTS 08/08/24CPK JAZ 2 ADDRESS DEQ COMMENTS FUTURE PHASE BOUNDARY ALLEY PHA S E 2. 1 ALLEY INSTALL 395 LF 8" SDR 35 PVC SEWER PIPE TYPE A TRENCH BACKFILL & TYPE 1 BEDDING STA: 0+00 TO 5+00 KEY NOTES DEEP SEWER SERVICE PER CITY OF BOZEMAN STANDARD DRAWING NO. 02730-3 1 111111 30-FOOT WATER & SEWER EASEMENT 4717.72 BLOCK 3 LOT 6 BLOCK 3 LOT 8 BLOCK 3 LOT 5 BLOCK 3 LOT 7 PARK 04 BLOCK 7 LOT 12 BLOCK 7 LOT 11 BLOCK 7 LOT 10 BLOCK 7 LOT 9 BLOCK 7 LOT 16 BLOCK 7 LOT 15 BLOCK 7 LOT 14 BLOCK 7 LOT 13 BLOCK 7 LOT 1 BLOCK 7 LOT 8 BLOCK 7 LOT 7 BLOCK 7 LOT 6 BLOCK 7 LOT 5 BLOCK 7 LOT 4 BLOCK 7 LOT 3 BLOCK 7 LOT 2 STORMWATERTRACT 08N90°00'00"E 60.00' N90°00'00"E 60.00'N0°00'00"E 378.63'N90°00'00"E 60.00' HH HH HHHH HH 8W 8W 8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W 8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8WDYH8W8W8W8W8W DYHWSWSWS WS WS WSWSWSWSWSWSWSWSDYH 8W 8W 8W 8W 8W 8WDYH D BPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTNGNGNGNGNGNGNGNGNGNGNGNGBPBPBPBPBPNGNGNGNGBTBTBTBTBTBP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BPNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNG BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTNGNGNGNGNGNGNGNGNGNGNGBP BP BPBPBPBPBPBT BT BTBTBTBTBTNG NGNGNGNGBP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BPBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBT NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG 12SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD12SDBPBPBPBPBPBTBTBTBTBTBTNGNGNGNG D>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>BTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPNGNGNGNGNGNGNGNGNGNGNGNGNGBTBTBTBT BTBPBPBPBPBPNGNGNG 8S8S8S8S8S8S8S8S8S8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S8S8S8S8S8S8S8S8S8SSSSSSSSSSSSSSSSSSS SS SSSS21S 21S SS 21S 21S 21S 21S 21S 21S 21S 21S 21S21S21S21S21SGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGW1+002+003+004+005+006+007+008+009+00PC: 1+98.13PT: 3+51.158" GATE VALVE STA 2+13.79, 6.15' LT 8" GATE VALVE STA 2+80.86, 10.33' LT 8" GATE VALVE STA 3+77.35, 11.00' LT 8" GATE VALVE STA 5+06.21, 11.00' LT FH ASS'Y STA 4+98.86 - 20.5' LT FH ASS'Y STA 2+24.82 - 20.5' LT 1" WATER SERV STA 5+11.99 - 36.5' RT BL 7 LOT 1 1" WATER SERV STA 5+75.99 - 36.5' RT BL 7 LOT 2 1" WATER SERV STA 6+05.99 - 36.5' RT BL 7 LOT 3 1" WATER SERV STA 6+69.99 - 36.5' RT BL 7 LOT 4 1" WATER SERV STA 6+99.99 - 36.5' RT BL 7 LOT 5 1" WATER SERV STA 7+63.99 - 36.5' RT BL 7 LOT 6 1" WATER SERV STA 7+93.99 - 36.5' RT 8" CAP & BLOW OFF STA 1+45.30, 6.00' LT 8"x6" TEE STA 2+25.29, 6.46' LT 8" TEE STA 2+49.32, 7.65' LT 8"x11 1/4° BEND STA 3+00.42, 12.63' LT 8" CROSS STA 4+29.41, 10.99' LT 8"x6" TEE STA 4+98.86, 11.01' LT REMOVE EXISTING END CAP & BLOW OFF CONNECT TO EXISTING STA 8+53.53, 11.00' LT 4702 4705 4710 4715 4720 4702 4705 4710 4715 4720 FG-EG-4715.661+00 FG-4720.06EG-4716.19FG-4719.81EG-4716.042+00 FG-4719.56EG-4715.52FG-4719.31EG-4715.753+00 FG-4719.06EG-4716.48FG-4718.81EG-4717.084+00 FG-4718.72EG-4717.25FG-4719.10EG-4718.165+00 FG-4719.47EG-4718.30FG-4719.85EG-4718.026+00 FG-4720.22EG-4717.55FG-4720.60EG-4717.127+00 FG-4720.87EG-4716.83FG-4721.12EG-4715.598+00 FG-4720.88EG-4716.69FG-4720.34EG-4716.379+00INV-INV-4712.04INV-4712.04INV-4711.93INV-4711.64INV-4711.37INV-4711.17INV-4711.43INV-4712.22INV-4712.13INV-4712.02INV-4711.91INV-4711.79INV-4711.68INV-4711.57INV-4711.46INV-4711.58PROPOSED GRADE AT CENTERLINE 6.5' MIN COVER (TYP.) WATER SERVICE (TYP.) PROPOSED SEWER MAIN (TYP.) UTILITY CONDUIT (TYP.)STORM CROSSING GROUNDWATER DRAIN XING STA 4+01.91 CROSSING 18" MIN. SEPARATION EXISTING GROUND AT CENTERLINE FH BURY = 4719.53 FH BURY = 4719.05 STA 4+97.97 INSTALL TRACER WIRE (END) STA 2+25.29 INSTALL TRACER WIRE (START) 8" GATE VALVE STA 2+13.79 8" INV = 4712.09 8" GATE VALVE STA 2+80.86 8" INV = 4711.80 8" GATE VALVE STA 3+77.35 8" INV = 4711.27 8" GATE VALVE STA 5+06.21 8" INV = 4712.27 8" CAP & BLOW OFF STA 1+45.30 8" INV = 4712.09 8"x6" TEE STA 2+25.29 8" INV = 4712.09 8" TEE STA 2+49.32 8" INV = 4711.98 8"x11 1/4° BEND STA 3+00.42 8" INV = 4711.68 8" CROSS STA 4+29.41 8" INV = 4711.15 8"x6" TEE STA 4+98.86 8" INV = 4712.27 REMOVE 8" CAP & BLOW OFF CONNECT TO EXISTING STA 8+53.53 8" INV = 4711.50 SEWER CROSSING 18" MIN. SEPARATION STORM CROSSING 18" MIN. SEPARATION RECORD DRAWINGJULY 20250 VERT. SCALE IN FEET 0 HORIZ. SCALE IN FEET 1.53 3 6 1530 30 60 PHA S E 2. 2 PHASE 2.2 BOUNDARY TOUCHSTONE DRIVE ROSA WAYTWIN LAKES AVEFUT U R E PHA S E DAYSPRING AVETHIS 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.2025engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY P:\6787\007-PH_2.2+2.3\ACAD\RECORD 2.3\4-WATER\6787-007_TOUCHSTONE-LANE_WATER_PLN-PRO.DWGREVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net VERIFY SCALE AND COLOR! THIS SHEET MAY BE REDUCED AND IS INTENDED TO BE IN COLOR. THE BAR BELOW WILL MEASURE ONE INCH AT ORIGINAL DESIGN SCALE AND RED, GREEN, AND BLUE WILL BE VISIBLE IF REPRODUCED CORRECTLY. MODIFY SCALE ACCORDINGLY! PLOTTED BY:KARL SAND ON Jul/17/2025 NORTHWEST CROSSING SUBDIVISION PH 2.3 BOZEMAN MONTANA TOUCHSTONE DRIVE WATER PLAN AND PROFILE STA 1+00 TO 9+00 6787.007 22 W-1 CJF CPK MEE --/--/---- ---- ---- 1 ADDRESS CITY COMMENTS 06/18/24JAZ 2 ADDRESS DEQ COMMENTS 08/08/24CPK 3 PHASE 2.4 MODIFICATIONS 03/13/25CGM JAZ 2 ADDRESS DEQ COMMENTS FUTURE PHASE BOUNDARY TOUCHSTONE DRIVE INSTALL 708 LF 8" CLASS 51 D.I. PIPE TYPE A TRENCH BACKFILL & TYPE 1 BEDDING STA 1+00 TO 9+00 CONTRACTOR TO INSTALL TRACER WIRE WHERE INDICATED ON PLANS 3 REMOVAL OF NORTH SERVICE STUBS AND EASEMENTS.4712.084711.30 SOLID SLEEVE 4712.204712.16 4712.18 FH BENCHMARK (NW BOLT)4721.07 (A.B.) FH BENCHMARK (NW BOLT)4721.56 (A.B.) BLOCK 3LOT 6BLOCK 3LOT 12BLOCK 3LOT 8BLOCK 3LOT 9BLOCK 3LOT 11BLOCK 3LOT 1BLOCK 3LOT 5BLOCK 3LOT 4BLOCK 3LOT 3BLOCK 3LOT 2BLOCK 3LOT 7STORMWATERTRACT 02PARK 04 N0°00'00"E STORMWATERTRACT 0211141 sq.ft.HH8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8WWS WSWSWSWSWSWSWSWSWSWSWS8W8W8W8W8W8WDYHBPBPBPBPBPBPBPBPBPBPBPBPBPBPBP BPBPBPBPNG NG NG NG NG NG NG NG NG NG NGNGNGNGBT BT BT BT BT BT BT BT BT BT BT BT BT BT BTBTBTBTBTBPBPBPBPBPBPBTBTBTBTBTBTNGNGNGNGNGDDBPBPBPBPBPBPBPBPBPBPBPBPBTBTBTBTBTBTBTBTBTBTBTBTNGNGNGNGNGNGNGNGNG>>>>>>>>>>>>>>>>>>>>>>> > > > > > > > > > > >BTBTBTBTBTBPBPBPBPBPNGNGNGNGNGNGBPBPBPBTBTBT8S8S8S8S8S8S8S8S8S8S8SSSSSSSSSSSSSSSSSSSSS SS21S21SSS 8S8S8S8S21S21S21S21S21S21S0+001+002+003+004+00 8" TEE STA 0+38.18, 4.09' LT 8"x11 1/4° BEND STA 0+48.06, 6.00' LT 8" GATE VALVE STA 0+59.93, 5.99' LT 8"x45° BEND STA 3+39.29, 7.38' LT 1" WATER SERV STA 0+73.71 - 44.4' LT BL 3 LOT 6 1" WATER SERV STA 1+37.71 - 36.5' LT BL 3 LOT 5 1" WATER SERV STA 1+67.71 - 36.5' LT BL 3 LOT 4 1" WATER SERV STA 2+31.71 - 36.5' LT BL 3 LOT 3 1" WATER SERV STA 2+61.71 - 36.5' LT BL 3 LOT 2 1" WATER SERV STA 3+25.71 - 36.5' LT BL 3 LOT 1 1" WATER SERV STA 2+48.56 - 36.5' RT BL 3 LOT 10 1" WATER SERV STA 1+84.56 - 36.5' RT BL 3 LOT 9 1" WATER SERV STA 1+54.56 - 36.5' RT BL 3 LOT 8 1" WATER SERV STA 0+90.56 - 36.5' RT BL 3 LOT 7 4700 4705 4710 4715 4720 4700 4705 4710 4715 4720 FG-EG-4715.920+00 FG-4719.04EG-4715.24FG-4718.54EG-4714.751+00 FG-4718.04EG-4714.35FG-4717.54EG-4713.742+00 FG-4717.04EG-4713.28FG-4716.54EG-4712.683+00 FG-4715.62EG-4711.99FG-4715.37EG-4712.424+00 FG-4715.36EG-4712.74FG-4714.66EG-4713.395+00 FG-4714.36EG-4714.12FG-4715.03EG-4714.266+00INV-INV-4711.66INV-4711.13INV-4710.61INV-4710.10INV-4709.59INV-4709.07INV-4708.20INV-4707.61INV-4707.29INV-4705.07INV-4707.11INV-PROPOSED GRADE AT CENTERLINE EXISTING GROUND AT CENTERLINE 6.5' MIN COVER (TYP.) WATER SERVICE (TYP.) PROPOSED SEWER MAIN (TYP.) UTILITY CONDUIT (TYP.) CROSSING SEWER SERVICE (TYP.) DEWATERING CROSSING PROVIDE 18" MIN. SEPARATION SEWER CROSSING 18" MIN. SEPARATION STORM CROSSING STA 0+38.18 INSTALL TRACER WIRE (START)STA 5+56.60 INSTALL TRACER WIRE (END) 8" TEE STA 0+38.18 8" INV = 4711.98 8"x11 1/4° BEND STA 0+48.06 8" INV = 4711.72 8"x45° BEND STA 3+39.29 8" INV = 4708.45 8"x45° BEND STA 3+69.94 8" INV = 4707.85 8"x45° BEND STA 4+93.06 8" INV = 4705.12 8" CROSS STA 5+24.88 8" INV = 4707.13 8" CAP & BLOW OFF STA 5+71.28 8" INV = 4707.108"x45° BEND STA 4+88.47 8" INV = 4707.16 8" GATE VALVE STA 0+59.93 8" INV = 4711.58 8" GATE VALVE STA 4+75.38 8" INV = 4707.17 8" GATE VALVE STA 5+57.29 8" INV = 4707.16 8"x45° BEND STA 5+02.88 8" INV = 4705.12 8"x45° BEND STA 5+08.13 8" INV = 4707.17 DEWATERING CROSSING STA 4+97.38 BLOCK 3 LOT 12 BLOCK 3 LOT 11 STORMWATER TRACT 02 N0°00'00"W 357.33'N0°00'00"ESTORMWATER TRACT 02 11141 sq.ft. MWTP HH HH 8W8W8W8W8W8W8W8WDYH8W8W8W8W8W8W8W8W8W8W8W8W8W8WWSWSWSWS WS WS 8WVERT 45 VERT 45 VERT 45VERT 45 BPBPBPBPBPBPBPBP BP BP BP BP BP BP BP NGNGNGNGNGNG NG NG NG NG NG BTBTBTBTBTBTBTBT BT BT BT BT BT BT BT BPBPBPBPBPBPBPBPBPBPBPBTBTBTBTBTBTBTBTBTBTBTNGNGNGNGNGNGNGNGNG15SD15SD15SD15SD15SD15SD15SD 15SD 15SD D 15SD D DBPBP BPBPBPBTBTBTBTBTNGNGNGNGBTBTBTBTBTBTBTBTBTBTBTBTBPBPBPBPBPBPBPBPBPBPBPBPNGNGNGNGNGNGNGNGNGNG NG NGBPBPBPBTBTBT8S8S8S 8S8S8SSS SS SS SSSSSS8S8S 8S 8S 8S 8S 8S 21S21S21S21S21S21S21S21S21SGWGWGWGWGWGWGWGWGW2+00 3+00 4+005+006+001" WATER SERV STA 4+03.37 - 36.5' RT BL 3 LOT 11 1" WATER SERV STA 4+67.38 - 36.5' RT BL 3 LOT 12 8" GATE VALVE STA 4+75.38, 6.00' LT 8" GATE VALVE STA 5+57.29, 6.00' LT 8"x45° BEND STA 3+69.94, 7.37' LT 8"x45° BEND STA 4+88.47, 6.00' LT 8"x45° BEND STA 4+93.06, 6.00' LT 8" CROSS STA 5+24.88, 6.00' LT 8" CAP & BLOW OFF STA 5+71.28, 6.00' LT 8"x45° BEND STA 5+02.88, 6.00' LT 8"x45° BEND STA 5+08.13, 6.00' LT RECORD DRAWINGJULY 20250 VERT. SCALE IN FEET 0 HORIZ. SCALE IN FEET 1.53 3 6 1530 30 60 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.2025engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY P:\6787\007-PH_2.2+2.3\ACAD\RECORD 2.3\4-WATER\6787-007_DAYSPRING AVE_WATER_PLN-PRO.DWGREVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net VERIFY SCALE AND COLOR! THIS SHEET MAY BE REDUCED AND IS INTENDED TO BE IN COLOR. THE BAR BELOW WILL MEASURE ONE INCH AT ORIGINAL DESIGN SCALE AND RED, GREEN, AND BLUE WILL BE VISIBLE IF REPRODUCED CORRECTLY. MODIFY SCALE ACCORDINGLY! PLOTTED BY:KARL SAND ON Jul/17/2025 NORTHWEST CROSSING SUBDIVISION PH 2.3 BOZEMAN MONTANA DAYSPRING AVE WATER PLAN AND PROFILE STA 0+00 TO 6+00 6787.007 23 W-2 ---- CPK MEE --/--/---- ---- ---- 1 ADDRESS CITY COMMENTS 06/18/24JAZ 2 ADDED 21" SEWER MAIN 09/05/24JAZ JAZ 2 ADDED 21" SEWER MAIN PHASE 2.3 BOUNDARY TOUCHSTONE DRIVEDAYSPRING AVE DAYSPRING AVEROSA WAYDAYSPRING AVE INSTALL 533 LF 8" CLASS 51 D.I. PIPE TYPE A TRENCH BACKFILL & TYPE 1 BEDDING STA 0+00 TO 6+00 CONTRACTOR TO INSTALL TRACER WIRE WHERE INDICATED ON PLANS 4707.05 4707.11 4708.40 4707.14 ITPBLOCK 7LOT 31BLOCK 7LOT 32BLOCK 7LOT 16BLOCK 7LOT 15BLOCK 7LOT 1BLOCK 7LOT 2BLOCK 7LOT 17BLOCK 7LOT 18STORMWATER TRACT 08STORMWATER TRACT 11 BLOCK 10LOT 21BLOCK 10LOT 20BLOCK 10LOT 19BLOCK 10LOT 1BLOCK 10LOT 2BLOCK 10LOT 3HHHHHHHHHHHH8W 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 8W 8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8WDYH WSWSWSWSWS WS WS WS DYH DBPBPBPBPBPBPBPNGNGNGNGNGBTBTBTBTBTBTBTBPBPBPBPBPBPBPNGNGNGNGNGBTBTBTBTBTBTBTBPBPBPBPBPBPBPNGNGNGNGNGBTBTBTBTBTBTBTBP BP BP BP BP BP BP BP BPBPBPBPBPBPBPBPBP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BT BT BT BT BT BT BT BT BTBTBTBTBTBTBTBTBT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT NG NG NG NG NG NG NGNGNGNGNGNGNG NG NG NG NG NG NG NG NG NG NG NG BPBPBPBPBPBPBPBTBTBTBTBTBTBTNGNGNGNGNGBPBPBPBPBPBPBPBTBTBTBTBTBTBTNGNGNGNGNG12SD15SD15SD15SD15SD15SD15SD15SD15SDD12SD>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>DBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPNGNGNGNGNGNGNGNGNGNGNGNGNGNGNG8S8S8S8S8S8S8S8S8S8S8S8SSSSSSSSS SS SS SSSSSSSS SS SS SS SS 21S21S21S21S21SR37.7742ESDDESDESDESDESDESD ESD ESD ESD D8W8W8W8W8W8W8W8W8W 8W 8W 8W 12S 12S12S12S12SGW GWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGW GWGW1+002+003+004+005+006+007+008+00 PC: 2+54.42PT: 4+13.40FH ASS'Y STA 5+07.90 - 19.8' LT FH ASS'Y STA 7+02.90 - 19.7' LT 8" GATE VALVE STA 1+38.33, 5.50' LT 8" GATE VALVE STA 3+30.21, 9.11' LT 8"x11 1/4° BEND STA 3+43.86, 10.56' LT 8" TEE STA 3+46.19, 10.36' LT 8" GATE VALVE STA 4+37.90, 7.50' LT 8" TEE STA 4+73.90, 7.50' LT 8" GATE VALVE STA 4+97.90, 7.50' LT 8"x6" TEE STA 5+07.90, 7.50' LT 8" GATE VALVE STA 6+32.90, 7.50' LT 8" TEE STA 6+68.90, 7.50' LT 8" GATE VALVE STA 6+92.90, 7.50' LT 8"x6" TEE STA 7+02.90, 7.50' LT 4710 4715 4720 4725 4730 4710 4715 4720 4725 4730 FG-EG-4727.640+00 FG-EG-4726.48FG-4727.70EG-4726.141+00 FG-4727.04EG-4725.75FG-4726.41EG-4725.382+00 FG-4725.78EG-4724.77FG-4725.15EG-4723.843+00 FG-4724.52EG-4722.78FG-4723.89EG-4721.954+00 FG-4723.26EG-4721.34FG-4722.63EG-4720.575+00 FG-4722.00EG-4719.84FG-4721.38EG-4719.126+00 FG-4720.75EG-4718.84FG-4720.21EG-4718.677+00 FG-4719.71EG-4718.36FG-4719.21EG-4717.858+00INV-INV-INV-INV-4718.94INV-4718.34INV-4717.74INV-4717.14INV-4716.53INV-4715.80INV-4715.10INV-4714.45INV-4713.83INV-4713.24INV-4712.68INV-4712.11INV-4711.80INV-4711.528" GATE VALVE STA 1+38.33 8" INV = 4719.13 8" GATE VALVE STA 3+30.21 8" INV = 4716.83 8"x11 1/4° BEND STA 3+43.86 8" INV = 4716.64 8" TEE STA 3+46.19 8" INV = 4716.63 8" GATE VALVE STA 4+37.90 8" INV = 4715.29 8" TEE STA 4+73.90 8" INV = 4714.85 8" GATE VALVE STA 4+97.90 8" INV = 4714.53 8"x6" TEE STA 5+07.90 8" INV = 4714.38 8" GATE VALVE STA 6+32.90 8" INV = 4712.91 8" TEE STA 6+68.90 8" INV = 4712.54 8" GATE VALVE STA 6+92.90 8" INV = 4712.27 8"x6" TEE STA 7+02.90 8" INV = 4712.11 PROPOSED GRADE AT CENTERLINE EXISTING GROUND AT CENTERLINE 6.5' MIN COVER (TYP.) FH BURY = 4722.58 FH BURY = 4720.22 STA 1+39.02 INSTALL TRACER WIRE (START) STA 5+07.90 INSTALL TRACER WIRE (END) STA 1+39.02 RMV. CAP AND BLOWOFF RECORD DRAWINGJULY 20250 VERT. SCALE IN FEET 0 HORIZ. SCALE IN FEET 1.53 3 6 1530 30 60 PHA S E 2. 1 PHASE 2.1 BOUNDARY 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.2025engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY P:\6787\007-PH_2.2+2.3\ACAD\RECORD 2.3\4-WATER\6787-007_ROSA-WAY_WATER_PLN-PRO.DWGREVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net VERIFY SCALE AND COLOR! THIS SHEET MAY BE REDUCED AND IS INTENDED TO BE IN COLOR. THE BAR BELOW WILL MEASURE ONE INCH AT ORIGINAL DESIGN SCALE AND RED, GREEN, AND BLUE WILL BE VISIBLE IF REPRODUCED CORRECTLY. MODIFY SCALE ACCORDINGLY! PLOTTED BY:KARL SAND ON Jul/17/2025 NORTHWEST CROSSING SUBDIVISION PH 2.3 BOZEMAN MONTANA ROSA WAY WATER PLAN AND PROFILE STA 0+00 TO 8+00 6787.007 24 W-3 CJF CPK MEE --/--/---- ---- ---- 1 ADDRESS CITY COMMENTS 06/18/24JAZ 2 ADDED 21" SEWER MAIN 09/05/24JAZ JAZ 2 ADDED 21" SEWER MAIN ROSA WAY PHASE 2.3 BOUNDARY ALLEY 2.2BRIARWOOD LANEWILDWOOD LANETOUCHSTONE DRIVEHARVEST PARKWAYROSA WAY INSTALL 662 LF 8" CLASS 51 D.I. PIPE TYPE A TRENCH BACKFILL & TYPE 1 BEDDING STA 0+00 TO 8+00 MATCH LINE STA 7+50SEE SHEET W-4CONTRACTOR TO INSTALL TRACER WIRE WHERE INDICATED ON PLANS 4712.14 4712.224713.23 4712.534714.66 4714.734714.89 4715.22 4716.59 4716.81 4718.97 FH BENCHMARK (NW BOLT)4724.60 (A.B.) FH BENCHMARK (NW BOLT)4722.30 (A.B.) MWTPTPBLOCK 7LOT 16BLOCK 7LOT 15BLOCK 7LOT 14BLOCK 7LOT 1BLOCK 7LOT 3BLOCK 7LOT 2BLOCK 7LOT 17BLOCK 7LOT 18BLOCK 7LOT 19STORMWATER TRACT 08STORMWATER TRACT 11 N0°00'00"E 474.50'N90°00'00"E60.00'N0°00'00"W 357.33'N90°00'00"W60.00'HHHHHHHHHHHHHH8W8W8W8W8W8W8W8W8W8W8W8W8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W8W8W8W8W8W8W8W8W8W8W8W8W8WDYHDYH 8W8W8W8W8W8W8W8W8W8W8W8WWSWSWSWS WS WS WS WS WS WSDYH 8WVERT 45 VERT 45VERT 45VERT 45DBPBPBPBPBPBPBPBPBPBPBPNGNGNGNGNGNGNGNGNGBTBTBTBTBTBTBTBTBTBTBTBPBPBPBPBPBPBPBPNGNGNGNGNGNGBTBTBTBTBTBTBTBTBPBPBPBPBPBPBPBPNGNGNGNGNGNGBTBTBTBTBTBTBTBTBP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BPBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBT NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG BPBPBPBPBPBPBPBPBTBTBTBTBTBTBTBTNGNGNGNGNGNG12SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SDD15SD15SD15SD15SD15SD12SD15SD15SD15SDD15SDDDD>>>>>>>>>>>>>>>>>>>>>>>>>>>>>BTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGBTBTBTBPBPBPNGNG8S8S8S8S8S8S8S8S8S8SSS SS SS SSSSSSSS SS SS SS 8S8S8S8S8S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21SGW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GWGWGWGWGWGWGWGWGWGWGW 6+007+008+00 9+0010+0011+0012+0013+008" GATE VALVE STA 8+27.90, 7.50' LT 8" CROSS STA 8+68.89, 7.50' LT 8" GATE VALVE STA 8+87.90, 7.50' LT 8" GATE VALVE STA 11+51.90, 7.50' LT 8" CROSS STA 11+87.90, 7.50' LT 8"x6" TEE STA 12+18.40, 7.50' LT 8" CAP STA 12+28.47, 7.50' LT FH ASS'Y STA 12+18.40 - 18.5' LT 4700 4705 4710 4715 4720 4700 4705 4710 4715 4720 FG-4719.21EG-4717.858+00 FG-4718.70EG-4717.32FG-4718.12EG-4716.699+00 FG-4717.53EG-4716.20FG-4716.93EG-4715.5810+00 FG-4716.34EG-4714.95FG-4715.74EG-4714.5111+00 FG-4715.15EG-4714.21FG-4714.55EG-4713.6312+00 FG-4714.08EG-4713.24FG-4713.83EG-4712.7713+00 FG-4713.58EG-4712.26FG-4713.33EG-4711.5214+00 FG-4713.20EG-4711.1814+25INV-4711.52INV-4711.23INV-4710.63INV-4710.04INV-4709.46INV-4708.88INV-4708.30INV-4707.72INV-4707.00INV-INV-INV-INV-INV-8" GATE VALVE STA 8+27.90 8" INV = 4711.42 8" CROSS STA 8+68.89 8" INV = 4711.15 8" GATE VALVE STA 11+51.90 8" INV = 4707.74 8" CROSS STA 11+87.90 8" INV = 4707.13 8"x6" TEE STA 12+18.40 8" INV = 4706.90 8" CAP STA 12+28.47 8" INV = 4706.75 EXISTING GROUND AT CENTERLINE FH BURY = 4714.37 SEWER CROSSING 18" MIN. SEPARATION 8" GATE VALVE STA 8+87.90 8" INV = 4710.81 PROPOSED GRADE AT CENTERLINE 6.5' MIN COVER (TYP.) UTILITY CONDUIT (TYP.) SEWER MAIN CROSSING STA 11+75.90 RECORD DRAWINGJULY 20250 VERT. SCALE IN FEET 0 HORIZ. SCALE IN FEET 1.53 3 6 1530 30 60 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.2025engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY P:\6787\007-PH_2.2+2.3\ACAD\RECORD 2.3\4-WATER\6787-007_ROSA-WAY_WATER_PLN-PRO.DWGREVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net VERIFY SCALE AND COLOR! THIS SHEET MAY BE REDUCED AND IS INTENDED TO BE IN COLOR. THE BAR BELOW WILL MEASURE ONE INCH AT ORIGINAL DESIGN SCALE AND RED, GREEN, AND BLUE WILL BE VISIBLE IF REPRODUCED CORRECTLY. MODIFY SCALE ACCORDINGLY! PLOTTED BY:KARL SAND ON Jul/17/2025 NORTHWEST CROSSING SUBDIVISION PH 2.3 BOZEMAN MONTANA ROSA WAY WATER PLAN AND PROFILE STA 8+00 TO 14+25 6787.007 25 W-4 CJF CPK MEE --/--/---- ---- ---- 1 ADDRESS CITY COMMENTS 06/18/24JAZ 2 ADDED 21" SEWER MAIN 09/05/24JAZ JAZ 2 ADDED 21" SEWER MAIN ROSA WAY PHASE 2.3 BOUNDARY WILDWOOD LANETOUCHSTONE DRIVEDAYSPRING AVEROSA WAY INSTALL 429 LF 8" CLASS 51 D.I. PIPE TYPE A TRENCH BACKFILL & TYPE 1 BEDDING STA 8+00 TO 14+25MATCH LINE STA 7+50SEE SHEET W-3CONTRACTOR TO INSTALL TRACER WIRE WHERE INDICATED ON PLANS 4711.48 4711.20 4710.91 4707.68 4707.10 4706.85 4706.79 FH BENCHMARK (NW BOLT)4716.43 (A.B.) TP PARK 04 BLOCK 7 LOT 30 BLOCK 7 LOT 31 BLOCK 7 LOT 32 BLOCK 7 LOT 26 BLOCK 7 LOT 27 BLOCK 7 LOT 28 BLOCK 7 LOT 29 BLOCK 7 LOT 12 BLOCK 7 LOT 11 BLOCK 7 LOT 10 BLOCK 7 LOT 9 BLOCK 7 LOT 16 BLOCK 7 LOT 15 BLOCK 7 LOT 14 BLOCK 7 LOT 13 BLOCK 7 LOT 1 BLOCK 7 LOT 24 BLOCK 7 LOT 8 BLOCK 7 LOT 7 BLOCK 7 LOT 6 BLOCK 7 LOT 5 BLOCK 7 LOT 4 BLOCK 7 LOT 3 BLOCK 7 LOT 2 BLOCK 7 LOT 23 BLOCK 7 LOT 17 BLOCK 7 LOT 18 BLOCK 7 LOT 19 BLOCK 7 LOT 20 BLOCK 7 LOT 21 BLOCK 7 LOT 22 BLOCK 7 LOT 25STORMWATERTRACT 08STORMWATERTRACT 11BLOCK 8 LOT 1 BLOCK 8 LOT 18 BLOCK 8 LOT 19 BLOCK 8 LOT 38N0°00'00"E 474.50'STORMWATER TRACT 11 4050 sq.ft.N0°00'00"E 378.63'N0°00'00"E 378.63'HH HH HH HH HH 8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8WDYH WSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSDYH BPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTNGNGNGNGNGNGNGNGNGNGNGNGNGBP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BPNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNG BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BPBPBPBPBPBPBPBPBPBPBPBPBTBTBTBTBTBTBTBTBTBTBTBTNGNGNGNGNGNGNGNGNGNGBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPNGNGNGNGNGNGNGNGNGNGNGNGBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BPBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBT NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG 12SD 15SD15SD15SD15SD15SD15SD15SDD12SDD 12SD 15SD15SD15SD15SD15SD15SD15SDDBTBTBTBTBTBTBTBTBTBTBTBT BTBT BT BT BTBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPNGNGNGNGNGNGNGNGNGNGNGNGNG 8S 8S 8S 8S8S8S8S8S8S8S8S8S8S8S8S8S8S 8S8S8S8S8S8S8S8S8S8S8S8S8S 8S 8S 8SSS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGW0+001+002+003+004+005+006+001" WATER SERV STA 1+03.00 - 36.5' RT BL 7 LOT 17 1" WATER SERV STA 1+05.00 - 36.5' LT BL 7 LOT 16 1" WATER SERV STA 1+69.00 - 36.5' RT BL 7 LOT 18 1" WATER SERV STA 1+71.00 - 36.5' LT BL 7 LOT 15 1" WATER SERV STA 1+99.00 - 36.5' LT BL 7 LOT 14 1" WATER SERV STA 1+97.00 - 36.5' RT BL 7 LOT 19 1" WATER SERV STA 2+63.00 - 36.5' RT BL 7 LOT 20 1" WATER SERV STA 2+65.00 - 36.5' LT BL 7 LOT 13 1" WATER SERV STA 2+91.00 - 36.5' RT BL 7 LOT 21 1" WATER SERV STA 2+93.00 - 36.5' LT BL 7 LOT 12 1" WATER SERV STA 3+59.00 - 36.5' LT BL 7 LOT 11 1" WATER SERV STA 3+57.00 - 36.5' RT BL 7 LOT 22 1" WATER SERV STA 3+87.00 - 36.5' LT BL 7 LOT 10 1" WATER SERV STA 3+85.00 - 36.5' RT BL 7 LOT 23 1" WATER SERV STA 4+51.00 - 36.5' RT BL 7 LOT 24 1" WATER SERV STA 4+53.00 - 36.5' LT BL 7 LOT 9 8" TEE STA 0+22.50, 6.00' LT 8" GATE VALVE STA 0+59.71, 6.00' LT REMOVE 8" CAP CONNECT TO EXISTING STA 4+54.15, 6.04' LT 4705 4710 4715 4720 4725 4705 4710 4715 4720 4725 FG-EG-4718.240+00 FG-4720.19EG-4719.16FG-4720.88EG-4719.591+00 FG-4721.35EG-4720.19FG-4721.60EG-4720.272+00 FG-4721.85EG-4719.96FG-4722.10EG-4719.463+00 FG-4721.98EG-4719.02FG-4721.73EG-4717.634+00 FG-4721.14EG-4719.33FG-4720.56EG-4719.155+00INV-INV-4712.76INV-4713.22INV-4713.22INV-4713.22INV-4713.21INV-4713.21INV-4713.21INV-4713.21INV-4713.21INV-4713.268" TEE STA 0+22.50 8" INV = 4712.54 8" GATE VALVE STA 0+59.71 8" INV = 4712.90 REMOVE 8" CAP & BLOW OFF CONNECT TO EXISTING STA 4+54.15 8" INV = 4713.26 6.5' MIN COVER (TYP.) PROPOSED GRADE AT CENTERLINE EXISTING GROUND AT CENTERLINE WATER SERVICE (TYP.) PROPOSED SEWER MAIN (TYP.) UTILITY CONDUIT (TYP.) CROSSING SEWER SERVICE (TYP.) STORM CROSSING RECORD DRAWINGJULY 20250 VERT. SCALE IN FEET 0 HORIZ. SCALE IN FEET 1.53 3 6 1530 30 60 EXIS TI N G PHA S E 2. 2 PHASE 2.2 BOUNDARY ROSA WAYTWIN LAKES AVEFUT U R E PHA S E 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.2025engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY P:\6787\007-PH_2.2+2.3\ACAD\RECORD 2.3\4-WATER\6787-007_WILDWOOD-LANE_WATER_PLN-PRO.DWGREVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net VERIFY SCALE AND COLOR! THIS SHEET MAY BE REDUCED AND IS INTENDED TO BE IN COLOR. THE BAR BELOW WILL MEASURE ONE INCH AT ORIGINAL DESIGN SCALE AND RED, GREEN, AND BLUE WILL BE VISIBLE IF REPRODUCED CORRECTLY. MODIFY SCALE ACCORDINGLY! PLOTTED BY:KARL SAND ON Jul/17/2025 NORTHWEST CROSSING SUBDIVISION PH 2.3 BOZEMAN MONTANA WILDWOOD LANE WATER PLAN AND PROFILE STA 0+00 TO 5+00 6787.007 26 W-5 CJF CPK MEE --/--/---- ---- ---- 1 ADDRESS CITY COMMENTS 06/18/24JAZ JAZ WILDWOOD LANE WILDWOOD LANE INSTALL 430 LF 8" CLASS 51 D.I. PIPE TYPE A TRENCH BACKFILL & TYPE 1 BEDDING STA 0+00 TO 5+00 WILDWOOD LANE HAS BEEN CHANGED TO COMPASS LANE. FOR CONTINUITY AND CLARITY WITH PREVIOUSLY ISSUED PLANS, ALL SHEETS AND LABELS WILL REMAIN AS WILDWOOD FOR THIS SET. SOLID SLEEVE 4712.82 BLOCK 7 LOT 30 BLOCK 7 LOT 31 BLOCK 7 LOT 32 BLOCK 7 LOT 26 BLOCK 7 LOT 27 BLOCK 7 LOT 28 BLOCK 7 LOT 29 BLOCK 7 LOT 24 BLOCK 7 LOT 23 BLOCK 7 LOT 17 BLOCK 7 LOT 18 BLOCK 7 LOT 19 BLOCK 7 LOT 20 BLOCK 7 LOT 21 BLOCK 7 LOT 22 BLOCK 7 LOT 25 STORMWATERTRACT 11BLOCK 8 LOT 37 BLOCK 8 LOT 20 BLOCK 8 LOT 19 BLOCK 8 LOT 38 O.S. TRACT 10STORMWATERTRACT 12BLOCK 10 LOT 4 BLOCK 10 LOT 5 BLOCK 10 LOT 6 BLOCK 10 LOT 7 BLOCK 10 LOT 8 BLOCK 10 LOT 1 BLOCK 10 LOT 9 BLOCK 10 LOT 2 BLOCK 10 LOT 3 BLOCK 10 LOT 10 STORMWATER TRACT 13 BLOCK 11 LOT 1AN0°00'00"E 474.50'STORMWATER TRACT 12 2792 sq.ft. STORMWATER TRACT 11 4050 sq.ft. R=530.00' L=152.36' Δ=16°28'13"R=530.00'L=152.36'Δ=16°28'13"HH HH HH HH 8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8WDYH8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8WDYHWSWSWSWSWSWSWSWSWSBPBPBPBPBPBP BPBPBPBPBPBPBTBTBTBTBTBTBTBTBTBTBTBTNGNGNGNGNGNGNGNGNGBP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BPNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNG BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BPBPBPBPBPBPBPBPBPBTBTBTBTBTBTBTBTBTBTNGNGNGNGNGNGBPBPBPBPBPBPBPBPBPBPBPBPNGNGNGNGNGNGNGNGNGBTBTBTBTBTBTBTBTBTBTBTBTBP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BPBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBT NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG 12SD D >>>>>>>>>>>>>>>12SD D >>>>>>>>>>>>>>>>>>>>>>>>>>>> > >BTBTBT BT BT BTBPBPBPBPBPBPNGNGNGNG 8S 8S 8S 8S 8S 8S8S8S8S8S8S8S8S8S8S8S8S 8S8S8S8S8S8S8S8S8S8S8S 8S 8S 8SSSSSSSSSSSSSSSSSSS SSSSSSSSSSSSSSSSSSGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGW0+001+002+003+004+005+006+005+651" WATER SERV STA 1+05.00 - 36.5' LT BL 7 LOT 32 1" WATER SERV STA 1+69.00 - 36.5' LT BL 7 LOT 31 1" WATER SERV STA 1+99.00 - 36.5' LT BL 7 LOT 30 1" WATER SERV STA 2+63.00 - 36.5' LT BL 7 LOT 29 1" WATER SERV STA 2+93.00 - 36.5' LT BL 7 LOT 28 1" WATER SERV STA 3+57.00 - 36.5' LT BL 7 LOT 27 1" WATER SERV STA 3+87.00 - 36.5' LT BL 7 LOT 26 1" WATER SERV STA 4+51.00 - 36.5' LT BL 7 LOT 25 8" TEE STA 0+22.50, 6.00' LT 8" GATE VALVE STA 0+59.49, 6.05' LT REMOVE 8" CAP CONNECT TO EXISTING STA 4+51.94, 6.01' LT 4705 4710 4715 4720 4725 4730 4705 4710 4715 4720 4725 4730 FG-EG-4721.020+00 FG-4722.64EG-4721.00FG-4723.32EG-4721.091+00 FG-4724.01EG-4721.03FG-4724.35EG-4721.632+00 FG-4724.60EG-4721.91FG-4724.85EG-4721.913+00 FG-4724.71EG-4722.04FG-4724.46EG-4721.354+00 FG-4723.88EG-4720.97FG-4723.31EG-4721.815+00INV-INV-4715.27INV-4715.71INV-4715.74INV-4715.78INV-4715.82INV-4715.85INV-4715.89INV-4715.93INV-4715.96INV-4716.038" TEE STA 0+22.50 8" INV = 4714.85 8" GATE VALVE STA 0+59.49 8" INV = 4715.48 REMOVE 8" CAP & BLOW OFF CONNECT TO EXISTING STA 4+51.94 8" INV = 4716.03 PROPOSED GRADE AT CENTERLINE EXISTING GROUND AT CENTERLINE 6.5' MIN COVER (TYP.) WATER SERVICE (TYP.) PROPOSED SEWER MAIN (TYP.) UTILITY CONDUIT (TYP.) CROSSING SEWER SERVICE (TYP.)RECORD DRAWINGJULY 20250 VERT. SCALE IN FEET 0 HORIZ. SCALE IN FEET 1.53 3 6 1530 30 60 EXIS TI N G PHA S E 2. 2 ROSA WAYTWIN LAKES AVEFUT U R E PHA S E 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.2025engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY P:\6787\007-PH_2.2+2.3\ACAD\RECORD 2.3\4-WATER\6787-007_BRIARWOOD-LANE_WATER_PLN-PRO.DWGREVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net VERIFY SCALE AND COLOR! THIS SHEET MAY BE REDUCED AND IS INTENDED TO BE IN COLOR. THE BAR BELOW WILL MEASURE ONE INCH AT ORIGINAL DESIGN SCALE AND RED, GREEN, AND BLUE WILL BE VISIBLE IF REPRODUCED CORRECTLY. MODIFY SCALE ACCORDINGLY! PLOTTED BY:KARL SAND ON Jul/17/2025 NORTHWEST CROSSING SUBDIVISION PH 2.3 BOZEMAN MONTANA BRIARWOOD LANE WATER PLAN AND PROFILE STA 0+00 TO 5+00 6787.007 27 W-6 CJF CPK MEE --/--/---- ---- ---- 1 ADDRESS CITY COMMENTS 06/18/24JAZ JAZ BRIARWOOD LANE BRIARWOOD LANE INSTALL 429 LF 8" CLASS 51 D.I. PIPE TYPE A TRENCH BACKFILL & TYPE 1 BEDDING STA 0+00 TO 5+00 CONTRACTOR TO INSTALL TRACER WIRE WHERE INDICATED ON PLANS 4714.89 4715.47 4715.584715.904715.74 I MW TP MWO.S.TRACT 09O.S. TRACT 10 O.S. TRACT 11STORMWATERTRACT 12BLOCK 10 LOT 21 BLOCK 10 LOT 15 BLOCK 10 LOT 14 BLOCK 10 LOT 13 BLOCK 10 LOT 20 BLOCK 10 LOT 12 BLOCK 10 LOT 19 BLOCK 10 LOT 11 BLOCK 10 LOT 18 BLOCK 10 LOT 17 BLOCK 10 LOT 16 BLOCK 10 LOT 4 BLOCK 10 LOT 5 BLOCK 10 LOT 6 BLOCK 10 LOT 7 BLOCK 10 LOT 8 BLOCK 10 LOT 1 BLOCK 10 LOT 9 BLOCK 10 LOT 2 BLOCK 10 LOT 3 BLOCK 10 LOT 10 STORMWATER TRACT 13 O.S. TRACT 12 BLOCK 11 LOT 8A BLOCK 11 LOT 8B BLOCK 11 LOT 9A BLOCK 11 LOT 1B BLOCK 11 LOT 2A BLOCK 11 LOT 1A N11°23'09"W 154.38'R=830.00'L=164.94'Δ=11°23'09"N90°00'00"W 191.88' S16°28'13"E 48.54' S78°41'34"W 60.24' N16°28'13"W 33.49' N90°00'00"W 464.24'S11°23'09"E 124.38'N16°28'13"W 132.55'O.S. TRACT 09 1439 sq.ft. STORMWATER TRACT 12 2792 sq.ft. R=530.00' L=152.36' Δ=16°28'13" N16°28'13"W 132.55'R=530.00'L=152.36'Δ=16°28'13"S78°41'34"W 6 0 . 2 4 ' S16°28'13"E 48.54' HHHH 8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8WDYH8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8WBPBPBPBPBP BPBPBPBPBPBPBPBPBPBTBTBTBTBTBTBTBTBTBTBTBTBTBTNGNGNGNGNGNGNGNGNGBP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BPNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNG BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BPBPBPBPBPBPBPBPBPBPBPBPBPBTBTBTBTBTBTBTBTBTBTBTBTBTNGNGNGNGNGNGNGNGNGBPBPBPBPBPBPBPBPBPBPBPBPBPNGNGNGNGNGNGNGNGNGBTBTBTBTBTBTBTBTBTBTBTBTBT>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > > NG NG NGBPBPBPBPBTBTBTBT 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S8S8S 8S8S8S8S 8S 8SSSSSSSSSSSSSSSSSSSSSSS GWGWGWGWGWGWGWGWGWGWGWGWGWGW5+650+001+002+00 3+004+005+001" WATER SERV STA 0+99.84 - 16.5' LT BL 10 LOT 1 1" WATER SERV STA 1+10.15 - 16.5' RT BL 10 LOT 21 1" WATER SERV STA 1+37.84 - 16.5' LT BL 10 LOT 2 1" WATER SERV STA 1+48.15 - 16.5' RT BL 10 LOT 20 1" WATER SERV STA 1+75.84 - 16.5' LT BL 10 LOT 3 1" WATER SERV STA 1+86.15 - 16.5' RT BL 10 LOT 19 1" WATER SERV STA 2+13.84 - 16.5' LT BL 10 LOT 4 1" WATER SERV STA 2+24.15 - 16.5' RT BL 10 LOT 18 1" WATER SERV STA 2+51.84 - 16.5' LT BL 10 LOT 5 1" WATER SERV STA 2+62.15 - 16.5' RT BL 10 LOT 17 1" WATER SERV STA 2+89.84 - 16.5' LT BL 10 LOT 6 1" WATER SERV STA 3+00.15 - 16.5' RT BL 10 LOT 16 1" WATER SERV STA 3+27.84 - 16.5' LT BL 10 LOT 7 1" WATER SERV STA 3+38.15 - 16.5' RT BL 10 LOT 15 1" WATER SERV STA 3+65.84 - 16.5' LT BL 10 LOT 8 1" WATER SERV STA 3+76.15 - 16.5' RT BL 10 LOT 14 1" WATER SERV STA 4+03.84 - 16.5' LT BL 10 LOT 9 1" WATER SERV STA 4+14.15 - 16.5' RT BL 10 LOT 13 1" WATER SERV STA 4+41.84 - 16.5' LT BL 10 LOT 10 1" WATER SERV STA 4+52.15 - 16.5' RT BL 10 LOT 12 1" WATER SERV STA 4+65.56 - 16.5' RT BL 10 LOT 11 8" TEE STA 0+19.70, 9.29' LT 8" GATE VALVE STA 0+61.30, 5.48' LT REMOVE 8" CAP CONNECT TO EXISTING STA 4+80.62, 5.51' LT30.00'4710 4715 4720 4725 4730 4710 4715 4720 4725 4730 FG-EG-4722.810+00 FG-4724.73EG-4723.14FG-4724.77EG-4723.121+00 FG-4725.27EG-4722.92FG-4725.77EG-4722.762+00 FG-4726.27EG-4723.12FG-4726.78EG-4723.273+00 FG-4727.12EG-4723.32FG-4726.90EG-4723.514+00 FG-4726.53EG-4721.91FG-4726.15EG-4723.495+00 FG-EG-4723.435+65INV-INV-4724.77INV-4725.77INV-4726.78INV-4726.90INV-4726.15INV-4724.73INV-4725.27INV-4726.27INV-4727.12INV-4726.53PROPOSED GRADE AT CENTERLINE EXISTING GROUND AT CENTERLINE 6.5' MIN COVER (TYP.) WATER SERVICE (TYP.) PROPOSED SEWER MAIN (TYP.) 8" TEE STA 0+19.70 8" INV = 4716.63 8" GATE VALVE STA 0+61.30 8" INV = 4716.71 REMOVE 8" CAP CONNECT TO EXISTING STA 4+80.62 8" INV = 4717.88 UTILITY CONDUIT (TYP.)RECORD DRAWINGJULY 20250 VERT. SCALE IN FEET 0 HORIZ. SCALE IN FEET 1.53 3 6 1530 30 60 EXIS TI N G PHA S E 2. 2 PHASE 2.2 BOUNDARY ROSA WAYTWIN LAKES AVEFUT U R E PHA S E 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.2025engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY P:\6787\007-PH_2.2+2.3\ACAD\RECORD 2.3\4-WATER\6787-007_ALLEY_WATER_PLN-PRO.DWGREVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net VERIFY SCALE AND COLOR! THIS SHEET MAY BE REDUCED AND IS INTENDED TO BE IN COLOR. THE BAR BELOW WILL MEASURE ONE INCH AT ORIGINAL DESIGN SCALE AND RED, GREEN, AND BLUE WILL BE VISIBLE IF REPRODUCED CORRECTLY. MODIFY SCALE ACCORDINGLY! PLOTTED BY:KARL SAND ON Jul/17/2025 NORTHWEST CROSSING SUBDIVISION PH 2.3 BOZEMAN MONTANA ALLEY WATER PLAN AND PROFILE STA 0+00 TO 5+65 6787.007 28 W-7 CJF CPK MEE --/--/---- ---- ---- 1 ADDRESS CITY COMMENTS 06/18/24JAZ JAZ ALLEY 2.2 PHA S E 2. 1 ALLEY 2.3 INSTALL 459 LF 8" CLASS 51 D.I. PIPE TYPE A TRENCH BACKFILL & TYPE 1 BEDDING STA 0+00 TO 5+65 CONTRACTOR TO INSTALL TRACER WIRE WHERE INDICATED ON PLANS 30-FOOT WATER & SEWER EASEMENT 4716.59 4716.65 4717.79 SOLID SLEEVE DBP BP BP BP BP BP BP BP BP BP BP BPNGNGNGNGNGNGNGNGNG BT BT BT BT BT BT BT BT BT BT BT BT BPBPBPBPBPNGNGNGBTBTBTBTBTBPBPBPBPBPNGNGNGBTBTBTBTBTBPBPBPBPBPNGNGNGNGBTBTBTBTBTBPBPBPBPBPBPBPBP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BPBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTNGNGNGNG NGNG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG BPBPBPBPBPBTBTBTBTBTNGNGNGBPBPBPBPBPBTBTBTBTBTNGNGNG12SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SDD15SD12SD15SD15SD15SD>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>DDDBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGBTBTBTBTBTBPBPBPBPBPNGNGNG8S8S8S8S8S8S8S8S8SSSSS SSSS SS 21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S8W8W8W8W8W8W8W8W8W8W8W8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W8W8W8W8W8W8W8W8WDYH8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8WDYH WSWSWS WS DYH 8WMWTPTPO.S. TRACT 09 1439 sq.ft. STORMWATER TRACT 12 2792 sq.ft.STORMWATER TRACT 11 4050 sq.ft.STORMWATERTRACT 0211141 sq.ft.HHHHHHHHHHHHHHHH3+004+005+006+007+008+009+0010+0011+00STA 3+30.34, 38.77' LT CONNECT TO EXISTING CLEANOUT STA 6+69.65 CLEANOUT STA 8+04.60 GW GW GW GW GW GW GW GW GW GW GW GW GWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGW 4703 4705 4710 4715 4720 4725 4703 4705 4710 4715 4720 4725 FG-4725.15EG-4723.843+00 FG-4724.52EG-4722.78FG-4723.89EG-4721.954+00 FG-4723.26EG-4721.34FG-4722.63EG-4720.575+00 FG-4722.00EG-4719.84FG-4721.38EG-4719.126+00 FG-4720.75EG-4718.84FG-4720.21EG-4718.677+00 FG-4719.71EG-4718.36FG-4719.21EG-4717.858+00 FG-4719.47EG-4717.32FG-4718.12EG-4716.699+00 FG-4717.53EG-4716.20FG-4716.93EG-4715.5810+00 FG-4716.34EG-4714.95FG-4715.74EG-4714.5111+00INV-4717.64INV-4717.07INV-4715.83INV-4714.59INV-4713.35INV-4712.11INV-4710.87INV-4709.63INV-4709.00INV-4708.75INV-4708.51INV-4708.36INV-4708.21INV-4708.06INV-4707.91INV-4707.77INV-4707.62343.19 L F 1 2 " @ 2 . 4 5 % PROPOSED GRADE @ ROAD CENTERLINE EXISTING GRADE @ ROAD CENTERLINE 134.97 LF 12" @ 0.49% 327.30 LF 12" @ 0.30% APPROX. BP X-ING STA 8+23 STA 6+69.65INV =4709.1412 x 12 REDUCINGINLINE WYESTA 8+04.60INV =4708.4912 x 12 REDUCINGINLINE WYEWATER MAIN CROSSING STA. 8+68.89 18" MIN (TYP.) 18" MIN (TYP.) 18" MIN (TYP.) 18" MIN (TYP.) VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BY INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY AND / OR COMPLETENESS OF THIS INFORMATION IN ALL INSTANCES AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF INFORMATION PROVIDED BY OTHERS.2025engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY P:\6787\007-PH_2.2+2.3\ACAD\RECORD 2.3\9-DEWATERING\6787.007_DEWATERING SHEETS.DWGREVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net PLOTTED BY:KARL SAND ON Jul/17/2025 NORTHWEST CROSSING SUBDIVISION PH 2.3 BOZEMAN MONTANA GROUNDWATER DRAIN - ROSA WAY - SOUTH 6787.007 29 GW-1 ---- CPK MEE --/--/---- ---- ---- 1 ADDRESS CITY COMMENTS 06/18/24JAZ 2 ADDRESS DEQ COMMENTS 08/08/24CPK JAZ 2 ADDRESS DEQ COMMENTS RECORD DRAWING JULY 2025 0 VERT. SCALE IN FEET 0 HORIZ. SCALE IN FEET 2.55 5 10 1530 30 60 ROSA WAY INSTALL 1,150 LF 12" A-2000 PERFORATED PVC PIPE STA 3+00 TO 11+00 ROSA WAY TEMPORARY OUTFALL DRAIN TO BAXTER DITCH TO BE ABANDONED IN PLACE EXISTING GROUNDWATER DRAIN PIPE TO BE REMOVED AND REPLACED WITH NEW 12-INCH AT PROPOSED DESIGN SLOPE MATCH LINE SEE SHEET GW-2TOUCHSTONE LANECOMPASS LANEBRIARWOOD LANEALLEY BP BP BP BPBPBPBPBPBPBPBPBPBPNG NG NGNGNGNGNGNGNGBT BT BT BTBTBTBTBTBTBTBTBTBTBP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BTNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNG15SD15SD15SD15SD15SDD15SD 12SD>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>BTBTBTBTBTBTBTBTBTBPBPBPBPBPBPBPBPBPNGNGNGNGNGNGSS SS 8S8S8S8S8S8S8S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S8W8W8W8W8W8WDYH DYH8W8W8W8W8W8W6WWS WS 8WVERT 45 VERT 45 VERT 4 5VERT 45TPTPHHHH11+0012+0013+0014+0015+0016+0016+07CLEANOUT STA 11+31.90 SDSDSDSDGWGWGWGWGWGWGWGW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GWGWGWGW CLEANOUT STA 12+51.96 CLEANOUT STA 14+72.32 SD4703 4705 4710 4715 4720 4725 4703 4705 4710 4715 4720 4725 FG-4715.74EG-4714.5111+00 FG-4715.15EG-4714.21FG-4714.55EG-4713.6312+00 FG-4713.75EG-4713.24FG-EG-4712.7713+00 FG-EG-4712.26FG-EG-4711.5214+00 FG-EG-4711.01FG-EG-4711.1615+00 FG-EG-4708.99FG-EG-16+00INV-4707.62INV-4707.31INV-4706.79INV-4706.03INV-INV-4707.46INV-4707.16INV-4706.41INV-4705.65INV-PROPOSED GRADE @ ROAD CENTERLINEEXISTING GRADE @ ROAD CENTERLINE 120.06 LF 12" @ 0.31% STA 11+31.90 INV =4707.52 12 x 12 REDUCING INLINE WYE STA 12+51.96 INV =4707.15 12 x 12 REDUCING INLINE WYE 220.36 LF 12" @ 0.76% 18" MIN (TYP.) STA 14+72.32 INV =4705.49 12 x 12 REDUCING INLINE WYE VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BY INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY AND / OR COMPLETENESS OF THIS INFORMATION IN ALL INSTANCES AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF INFORMATION PROVIDED BY OTHERS.2025engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY P:\6787\007-PH_2.2+2.3\ACAD\RECORD 2.3\9-DEWATERING\6787.007_DEWATERING SHEETS.DWGREVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net PLOTTED BY:KARL SAND ON Jul/17/2025 NORTHWEST CROSSING SUBDIVISION PH 2.3 BOZEMAN MONTANA GROUNDWATER DRAIN - ROSA WAY NORTH 6787.007 30 GW-2 ---- CPK MEE --/--/---- ---- ---- 1 ADDRESS CITY COMMENTS 06/18/24JAZ JAZ RECORD DRAWING JULY 2025 0 VERT. SCALE IN FEET 0 HORIZ. SCALE IN FEET 2.55 5 10 1530 30 60 ROSA WAY INSTALL 1,150 LF 12" A-2000 PERFORATED PVC PIPE TYPE A TRENCH BACKFILL & TYPE 1 BEDDING STA 11+00 TO 16+00MATCH LINE SEE SHEET GW-2ROSA WAY TOUCHSTONE LANE 4695 4700 4705 4710 4715 4720 4695 4700 4705 4710 4715 4720 EXISTING GROUND ABOVE PIPE BAXTER CREEK EG-4705.240+00 EG-4703.39EG-4705.481+00 EG-4706.69EG-4706.122+00 EG-4707.32EG-4707.333+00 EG-4709.31EG-4709.414+00 EG-4709.91EG-4709.985+00 EG-4709.63EG-4709.256+00 EG-4709.406+50INV-INV-INV-4703.82INV-4703.93INV-4704.03INV-4704.14INV-4704.25INV-4704.36INV-4704.46INV-4704.57INV-4704.68INV-4704.79INV-4704.89INV-4705.00GROUNDWATER DRAIN OUTFALL STA 1+19.86; INV. ELEV=4703.85 540.45 LF 15" SDR 35 PVC @ 0.22% EW EW EW EW E GWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGW0+001+002+003+004+005+006+004709471047114709 4708 4707 -0.75%GW1+001.00' 8.00' -0.75% 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.2025engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY P:\6787\007-PH_2.2+2.3\ACAD\RECORD 2.3\9-DEWATERING\6787.007_DEWATERING SHEETS_BAXTER OUTFALL.DWGREVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net VERIFY SCALE AND COLOR! THIS SHEET MAY BE REDUCED AND IS INTENDED TO BE IN COLOR. THE BAR BELOW WILL MEASURE ONE INCH AT ORIGINAL DESIGN SCALE AND RED, GREEN, AND BLUE WILL BE VISIBLE IF REPRODUCED CORRECTLY. MODIFY SCALE ACCORDINGLY! PLOTTED BY:KARL SAND ON Jul/17/2025 NORTHWEST CROSSING SUBDIVISION PH 2.3 BOZEMAN MONTANA GROUNDWATER DRAIN - BAXTER LANE - WEST ---- 6787.007 31 GW-3 ---- CPK MEE --/--/---- ---- ---- 1 ADDRESS CITY COMMENTS 06/18/24JAZ 2 CITY TRUNK SEWER MAIN RE-DESIGN 08/30/24JAZ 3 FOR CONSTRUCTION 03/03/25CGM JAZ 2 CITY TRUNK SEWER MAIN RE-DESIGN RECORD DRAWINGJULY 20250 VERT. SCALE IN FEET 0 HORIZ. SCALE IN FEET 1.53 3 6 1530 30 60 BAXTER LANE BAXTER CREEKBAXTER OUTFALL INSTALL 530 LF 15" A-2000 PERFORATED PVC PIPE TYPE A TRENCH BACKFILL & TYPE 1 BEDDING ---- WETLAND BOUNDARY MATCH LINESEE SHEET GW-4OUTFALL: CONCRETE FLARED END SECTION AND RIP RAP CHANNEL TO WETLAND BOUNDARY SEE DETAIL (THIS SHEET) 6" AVERAGE RIPRAP STONE DIAMETER 12"-18" DIAMETER BOULDERS (TYP.) 15" CONCRETE FES TERMINATED 20' FROM WETLAND BOUNDARY 5 102.55 0 SCALE IN FEET GENERAL NOTES 1.CHANNEL TO BE SLOPED AT 0.75% TO BANK. 2.SALVAGE WETLAND VEGETATION AND REPLACE AFTER EXCAVATING THE CHANNEL. 3.THE SWALE TO BE CUT INTO THE WETLAND IS TO REMAIN FREE OF ALL ROCK, FABRIC AND FILL MATERIAL. 4.SWALE SIDES ARE TO BE GRADED AT A 4:1 SLOPE. 5.DEPTH OF RIPRAP TO BE 1.5 TIMES THE MAXIMUM STONE DIAMETER. 6. INSTALL A LAYER OF MIRIFI RS380i (OR APPROVED EQUAL) BETWEEN THE RIPRAP AND SOIL SUBGRADE. WETLAND BOUNDARY GROUNDWATER DRAIN ALIGNMNET SHIFTED NORTH TO BE 15 FEET SOUTH OF THE BAXTER RIGHT-OF-WAY.3 BAXTER LANE RIGHT-OF-WAY FUTURE 6FT WIDE SIDEWALK 10.00' PUBLIC UTILITY EASEMENT 5FT 4695 4700 4705 4710 4715 4720 4695 4700 4705 4710 4715 4720 12 X 15 REDUCER UPSTREAM OF TEE EXISTING GROUND ABOVE PIPE EG-4709.406+50 EG-4709.747+00 EG-4710.16EG-4710.358+00 EG-4710.90EG-4711.469+00 EG-4711.22EG-4710.7510+00 EG-4710.25EG-4709.6711+00 EG-4709.90EG-4708.8712+00 EG-4709.17EG-4709.4913+00INV-4705.00INV-4705.11INV-4705.22INV-4705.32INV-4705.79INV-4706.46INV-4706.53INV-4706.60INV-4706.67INV-4706.73INV-4706.80INV-4706.87INV-4706.94INV-4707.03CLEAN OUT (TYP.) 317.28 LF 12" @ 0.14%STA 12+17.61INV =4706.9312 x 12 REDUCINGINLINE WYE59.39 LF 15" SDR 35 PVC @ 0.22% 81.82 LF 12" PVC @ 1 . 3 5 % 84.13 LF 12" SDR 35 PVC @ 0.18% STA 12+83.19 45° BEND INV=4707.01 STA 8+18.50 15 X 15 X 15 TEE INV=4705.36 SEWER MAIN CROSSING 21" Ø STA 8+59.24 TOP = 4705.30 BOT = 4703.50 16.28 LF 15" SDR 35 PVC @ 0.22% 82.52 LF 15" SDR 35 PVC @ 0.22% STA 9+00.32 INV = 4706.47 12 X 12 REDUCING INLINE WYE GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGW12SD DYH6W 8S8S8S8S8S8S8S8S8S8S21S21S21S21S21S21S21S21S21S21S 21S 21S 21S 21S 21S 21S 21S 21S 21S 21S 21S 21S 21S 21S 21S 21S 21S 7+008+009+0010+0011+0012+0013+0013+19471 147104709CONNECT TO EXISTING 45° BEND STA 13+01.14 15 X 15 X 15 TEE WITH 12 X 15 REDUCERS UPSTREAM STA 8+19.50 CLEANOUT STA 9+00.32 CLEANOUT STA 12+17.61 CLEANOUT STA 8+19.58 INV = 4705.49 TEMPORARY SOLID 15" A-2000 PVC. OMIT GRAVEL AND FABRIC WRAP IN THIS SECTION. INSTALL 135 LF OF 15" SOLID PIPE @ 0.22% 33 LF OF 15" PIPE @ 0.22% 83 LF OF SOLID 15" PIPE @ 0.22% 16 LF OF SOLID 15" PIPE @ 0.22% 45" BEND 15" (INV OUT) = 4705.24 STA 7+59.11 45" BEND 15" (INV OUT) = 4705.06 STA 6+76.59 45" BEND 15" (INV OUT) = 4705.02 STA 6+60.31 45" BEND 15" (INV OUT) = 4705.36 STA 8+18.50 26 LF OF SOLID 15" PIPE @ 0.22% 10 LF OF SOLID 15" PIPE @ 0.22% TRANSITION TO SOLID PIPE STA 7+85.23 TRANSITION TO SOLID PIPE STA 6+50.31 N89°27'46"E 2675.75' 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.2025engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY P:\6787\007-PH_2.2+2.3\ACAD\RECORD 2.3\9-DEWATERING\6787.007_DEWATERING SHEETS_BAXTER OUTFALL.DWGREVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net VERIFY SCALE AND COLOR! THIS SHEET MAY BE REDUCED AND IS INTENDED TO BE IN COLOR. THE BAR BELOW WILL MEASURE ONE INCH AT ORIGINAL DESIGN SCALE AND RED, GREEN, AND BLUE WILL BE VISIBLE IF REPRODUCED CORRECTLY. MODIFY SCALE ACCORDINGLY! PLOTTED BY:KARL SAND ON Jul/17/2025 NORTHWEST CROSSING SUBDIVISION PH 2.3 BOZEMAN MONTANA GROUNDWATER DRAIN - BAXTER LANE - EAST ---- 6787.007 32 GW-4 ---- CPK MEE --/--/---- ---- ---- 1 ADDRESS CITY COMMENTS 06/18/24JAZ 2 CITY TRUNK SEWER MAIN RE-DESIGN 08/30/24JAZ 3 FOR CONSTRUCTION 03/03/25CGM JAZ 2 CITY TRUNK SEWER MAIN RE-DESIGN RECORD DRAWINGJULY 20250 VERT. SCALE IN FEET 0 HORIZ. SCALE IN FEET 1.53 3 6 1530 30 60TWIN LAKES AVEBAXTER LANE ROSA WAYSEE SHEET GW-2 BAXTER OUTFALL INSTALL 473 LF 12" A-2000 PERFORATED PVC PIPE INSTALL 33 LF 15" A-2000 PERFORATED PVC PIPE INSTALL 135 LF 15" A-2000 SOLID PVC PIPE TYPE A TRENCH BACKFILL & TYPE 1 BEDDING ---- WETLAND BOUNDARYMATCH LINESEE SHEET GW-3BAXTE R D I T C H THIS SECTION TO BE INSTALLED IN THE FUTURE WHEN BAXTER LANE IS WIDENED AND WETLAND PERMITTING IS IN PLACE GROUNDWATER DRAIN ALIGNMNET SHIFTED NORTH TO BE 15 FEET SOUTH OF THE BAXTER RIGHT-OF-WAY.3 BAXTER LANE ROW 8'8'2'2'2.00%2.00%CLMIN. 12" OF UNCRUSHEDSUB-BASE COURSE6" OF 112"-MINUS CRUSHEDGRAVEL BASECOURSE3" ASPHALT PAVEMENTCOMPACTED SUBGRADE PER GEOTECH RECOMMENDATIONSMIRAFI RS580i SUBGRADE SEPARATIONFABRIC OR ENGINEER APPROVED EQUALCOMPACTED ROADSOILS PER PLAN.3-12" A-2000 UTILITY CULVERTSWITH END CAPS AND BANDFINISH GRADE SURFACEDEPTH PER PLANMIN 12"MIN 30"MAX 40"NOTES:1. EXTEND CONDUITS 3FT PAST BACK OF SIDEWALK.2. MAINTAIN MIN 4FT FROM PARALLEL SIDEWALKS AT INTERSECTIONS.3. INSTALL CAPS AND LOCATE DISKS ON CONDUIT ENDS.4. BED ALL PIPE IN ACCORDANCE WITH MPWSS STD. DWG. NO 02221-1, TYPICAL UTILITY TRENCH DETAILS.1.CULVERT FOR ELECTRIC2.CULVERT FOR COMMUNICATIONS3.CULVERT FOR NATURAL GAS12312360' ROW1'6.5'BLVD2'CURB AND GUTTER15.5'15.5'2'CURB AND GUTTER6.5'BLVD5'SIDEWALK1'2.00%2.00%2.00%2.00%12.5'35' TBC TO TBC12.5'STANDARD CURBSEE COB STD DWG 02528-1MIN. 12" OF UNCRUSHEDSUB-BASE COURSE3"-1" WASHED ROCKTYPICAL3.00% (TYP)4" THICK CONCRETE6" OF 112"-MINUS CRUSHEDGRAVEL BASECOURSE3" ASPHALT PAVEMENTCOMPACTED SUBGRADE PER GEOTECH RECOMMENDATIONS5'SIDEWALKCLMIRAFI RS580i SUBGRADE SEPARATIONFABRIC OR ENGINEER APPROVED EQUALEXTEND STRUCTURALMATERIAL MIN. 9" BEYONDBACK OF CURB (TYP.)1.50% AT INTERSECTIONS WHERE NOTED ON PLANS3.00% (TYP)1.50% AT INTERSECTIONS WHERE NOTED ON PLANS9"8"(MIN) DEPTH SCARIFIED, MOISTURECONDITIONED, & RECOMPACTEDSUBGRADENATIVE GROUND3"MINIMUM DEPTH OF 1-1/2" MINUSCRUSHED BASE COURSEMINIMUM DEPTH OF 6" MINUS PITRUN60' ROW1'8.5'BLVD2'CURB AND GUTTER13.5'13.5'2'CURB AND GUTTER8.5'BLVD5'SIDEWALK1'2.00%2.00%2.00%2.00%14.5'31' TBC TO TBC14.5'STANDARD CURBSEE COB STD DWG 02528-1MIN. 12" OF UNCRUSHEDSUB-BASE COURSE3"-1" WASHED ROCKTYPICAL3.00% (TYP)4" THICK CONCRETE6" OF 112"-MINUS CRUSHEDGRAVEL BASECOURSE3" ASPHALT PAVEMENTCOMPACTED SUBGRADE PER GEOTECH RECOMMENDATIONS5'SIDEWALKCLMIRAFI RS580i SUBGRADE SEPARATIONFABRIC OR ENGINEER APPROVED EQUALEXTEND STRUCTURALMATERIAL MIN. 9" BEYONDBACK OF CURB (TYP.)1.50% AT INTERSECTIONS WHERE NOTED ON PLANS3.00% (TYP)1.50% AT INTERSECTIONS WHERE NOTED ON PLANSTHIS 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.2025engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYP:\6787\007-PH_2.2+2.3\ACAD\RECORD 2.3\5-DETAILS\6787-007_DETAILS.DWG PLOTTED BY:KARL SAND ON Jul/17/2025REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netVERIFY SCALE AND COLOR!THIS SHEET MAY BE REDUCED AND ISINTENDED TO BE IN COLOR. THE BARBELOW WILL MEASURE ONE INCH ATORIGINAL DESIGN SCALE AND RED,GREEN, AND BLUE WILL BE VISIBLE IFREPRODUCED CORRECTLY.MODIFY SCALE ACCORDINGLY! NORTHWEST CROSSING SUBDIVISION PH 2.3INFRASTRUCTURE IMPROVEMENTSBOZEMANMONTANADETAILS - ROAD SECTIONS6787.00733D-1CJFCPKMEE--/--/------------1ADDRESS CITY COMMENTS06/18/24JAZ JAZ RECORD DRAWING JULY 2025 1-ROAD SECTION: LOCAL ROAD 35' TBC-TBCTWIN LAKES, BRIARWOOD, WILDWOOD, TOUCHSTONE3-ROAD SECTION: ALLEY5-UTILITY CONDUITSCALE: NTS4-TEMPORARY ACCESS ROADNOTES:ALL SIDEWALK ADJACENT TO CITY PARK SHALL BE 6 FT WIDE,6-INCH THICK WITH 1.5 LBS FIBERMESH PER CY PER COB STDDETAIL NO. 2529-152-ROAD SECTION: LOCAL ROAD 31' TBC-TBCROSA, DAYSPRINGNOTES:ALL SIDEWALK ADJACENT TO CITY PARK SHALL BE 6 FT WIDE,6-INCH THICK WITH 1.5 LBS FIBERMESH PER CY PER COB STDDETAIL NO. 2529-15****** 8"6" MIN12" MAX4'-0"2" THICK SANDCUSHIONGRANULAR BEDDINGMATERIAL (TYP)WATER ORSEWER LINETRENCH BOTTOMTRENCH WALL TRENCH WALL ALT. "B" INSTALLATION(TOP & BOTH SIDES):4" THICK INSULATIONBOARD - 8' MIN LENGTHALONG WATER OR SEWER LINEALT. "A" (TOP ONLY)INSTALLATION (TOP ONLY):4" THICK x 8' WIDEINSULATION BOARDCENTERED OVER WATEROR SEWER LINE - 8' MINLENGTH ALONG WATEROR SEWER LINE*FOR CULVERT CROSSINGS,PROVIDE 18" MIN VERTICALSEPARATION BETWEENCULVERT AND WATEROR SEWER LINE*NOTES:1.INSTALL INSULATION OVER ALL WATER LINES WITH LESS THAN 6'-6" COVER TO FINISHED GRADE, SEWER LINESWITH LESS THAN 5'-0" COVER TO FINISHED GRADE, OR WITHIN 2' BELOW A CULVERT. NOTIFY ENGINEER PRIORTO PLACING INSULATION.2.INSTALL INSULATION IN TWO, 2" THICK LAYERS. ROTATE ORIENTATION OR STAGGER JOINTS TO PROVIDE 2' MINOVERLAP BETWEEN JOINTS. INSULATION SHALL EXTEND A MINIMUM OF 4' BEYOND THE OUTER WALLS OF THECULVERT.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 OTHEROTHER SUITABLE GRANULAR BASE PRIOR TO COMPACTION OR ADDITIONAL BACKFILLING.1 12" MINUSWASHED ROCKTOPSOILWRAP WASHED ROCK (TYP)GEOTEXTILE SEPARATOR FABRIC(MIRAFI RS380i OR APPROVED EQUAL)COMPACTED NATIVE BACKFILL95% (MIN) OF MAX DENSITY ASDETERMINED BY ASTM D698NATIVE GRAVELS (TYP)4'EXISTING OVERBURDENSOIL (TYP)CONTECH A-2000PERFORATED PIPEOR EQUALPIPE SIZE PER PLAN4'5.0'ROWPROPOSED SIDEWALK2' OVERLAPDETECTABLE UNDERGROUNDWARNING TAPE - CAUTION BURIEDPIPELINE BY SETON OR EQUALINSTALL 1' ABOVE DRAINNOTE:1) FOR CLEAN OUT SPACING SEE PLAN VIEW2) DEWATERING DRAIN MUST BE LOCATEDWITHIN NATIVE GRAVELS EXCEPT WHERENECESSARY FOR UTILITY CROSSINGS OR TOMAINTAIN CONSTANT GRADE BETWEENCLEANOUTS.10' DEWATERING EASEMENTRECORD DRAWINGJULY 2025NOTES:1.RESTRAINT LENGTHS ASSUME MINIMUM 6.5' BURY DEPTH, WITH FULLY BEDDED PIPE IN POORLYGRADED GRAVEL (GP) SOILS WITH 200 PSI TEST PRESSURE.2.ASSUMES MEGALUG OR EQUIVALENT FITTINGS AND ALL BELL RESTRAINTS AS REQUIRED.3.ALL JOINTS WITHIN THE RESTRAINT LENGTH MUST BE RESTRAINED. IF THE DISTANCE BETWEENFITTINGS IS LESS THAN OR EQUAL TO THE CALCULATED RESTRAINT LENGTH, RESTRAIN ALL JOINTSBETWEEN THOSE FITTINGS.4.INSTALL PER CITY OF BOZEMAN (COB) STANDARDS, COB MODIFICATIONS TO MONTANA PUBLIC WORKSSTANDARD SPECIFICATIONS (MPWSS), OR MPWSS AS APPLICABLE. IF JOINT RESTRAINT IS NOTFEASIBLE, INSTALL THRUST BLOCKS PER SAME APPLICABLE STANDARDS.DUCTILE IRON MINIMUM RESTRAINT LENGTHS FOR JOINT RESTRAINT (IN FEET)DESCRIPTIONPIPE DIAMETER ORFITTING TYPE8"OTHERTEE - STANDARD (ALL JOINTS WITHIN 8 FEET OF TEE ALONG RUN MUST BERESTRAINED; RESTRAIN LENGTH ALONG BRANCH)2--8" X 6" TEE (ALL JOINTS WITHIN 6 FEET OF TEE ALONG RUN MUST BERESTRAINED; RESTRAIN LENGTH ALONG BRANCH)--2HORIZONTAL 11.25 ELBOW (EACH SIDE OF BEND)3--HORIZONTAL 22.5 ELBOW (EACH SIDE OF BEND)5--HORIZONTAL 45 ELBOW (EACH SIDE OF BEND)11--HORIZONTAL 90 ELBOW (EACH SIDE OF BEND)25--VERTICAL 11.25 DEGREE OFFSET (EACH SIDE OF UPPER BEND)6--VERTICAL 11.25 DEGREE OFFSET (EACH SIDE OF LOWER BEND)2--VERTICAL 22.5 DEGREE OFFSET (EACH SIDE OF UPPER BEND)12--VERTICAL 22.5 DEGREE OFFSET (EACH SIDE OF LOWER BEND)5--VERTICAL 45 DEGREE OFFSET (EACH SIDE OF UPPER BEND)24VERTICAL 45 DEGREE OFFSET (EACH SIDE OF LOWER BEND)9DEAD END (INCLUDING VALVES AND HYDRANT LEADS)58--THIS 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.2025engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYP:\6787\007-PH_2.2+2.3\ACAD\RECORD 2.3\5-DETAILS\6787-007_DETAILS.DWG PLOTTED BY:KARL SAND ON Jul/17/2025REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netVERIFY SCALE AND COLOR!THIS SHEET MAY BE REDUCED AND ISINTENDED TO BE IN COLOR. THE BARBELOW WILL MEASURE ONE INCH ATORIGINAL DESIGN SCALE AND RED,GREEN, AND BLUE WILL BE VISIBLE IFREPRODUCED CORRECTLY.MODIFY SCALE ACCORDINGLY!NORTHWEST CROSSING SUBDIVISION PH 2.3BOZEMANMONTANADETAILS - UTILITIES6787.00734D-2CJFCPKMEE--/--/------------1ADDRESS CITY COMMENTS06/18/24JAZ2 08/08/24CPK3FOR CONSTRUCTION01/23/25KJS JAZ2ADDRESS DEQ COMMENTS3-TYPICAL DEWATERING DRAIN DETAILSCALE: NTS4-TYPICAL CLEANOUT DETAILSCALE: NTS2-PIPE INSULATIONSCALE: NTS1-DI MECHANICAL JOINT RESTRAINT TABLESCALE: NTS3 BLOCK 3 LOT 6 BLOCK 3 LOT 5 BLOCK 3 LOT 7 PARK 04 HH >>>>>>>>>>>>>>>>>>>>21S 21S 21S 21S 21S 21S 21S 21S 21S 21S 21S 21S 21S 21S 21S 21S 21S 21S 21S 21S 21S 21S 21S 21S 21S 21S 2+003+00PC: 1+98.13 PT: 3+51.150+00 1+00STA 1+00 .00 1 8 . 5 2 TBC 1 5 . 5 0 ' LT STA 0+66.8919.06TBC 15.50' RTSTA 1+00.0018.52TBC 15.50' RT-3.00% -3.00%STA 0+63 .18 1 9 . 1 2 TBC 1 5 . 5 0 ' LT STA 0 + 4 8 . 8 8 19.41 TBC 1 9 . 9 2 ' L T STA 0 + 5 3. 9 6 19.21 TBC 2 2. 7 2' R T STA 2+85.7919.30HP TBC 17.50' LTSTA 3+00.0119.23TBC 17.50' LTST A 3 + 0 0 . 0 0 19. 2 3 TB C 1 7 . 5 0 ' R T-3.00%-3.00%STA 2 + 0 0 . 0 0 19.73 TBC 1 7 . 5 0 ' R T-3.00%-3.00%STA 2+0 0.0019.73TBC 17.50' LT -1.51% -1.51%-3.00%31.00'35.00'35.00'STA 0 + 5 2 . 9 3 18.91 RB TB C 1 7 . 0 2 ' L T STA 0 + 5 8 . 1 8 18.80 RB TB C 1 5 . 5 6 ' L T STA 0+5 7 . 2 1 18.75 RB TBC 1 8 . 9 5 ' R T STA 0+6 1 . 9 8 18.70 RB TBC 1 6 . 2 9 ' R T -3.02%-3.00%-3.00%R 1 5 . 0 0 'R15.00'6.50'5.00'6.50'5.00'6.50'5.00'6.50'5.00'8.50'5.00'8.50'5.00' 4719.50 47194718.504718RECORD DRAWINGJULY 2025THIS 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.2025engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY P:\6787\007-PH_2.2+2.3\ACAD\RECORD 2.3\6-INTERSECTIONS\6787-007_TOUCHSTONE-DAYSPRING.DWGREVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net VERIFY SCALE AND COLOR! THIS SHEET MAY BE REDUCED AND IS INTENDED TO BE IN COLOR. THE BAR BELOW WILL MEASURE ONE INCH AT ORIGINAL DESIGN SCALE AND RED, GREEN, AND BLUE WILL BE VISIBLE IF REPRODUCED CORRECTLY. MODIFY SCALE ACCORDINGLY! PLOTTED BY:KARL SAND ON Jul/17/2025 NORTHWEST CROSSING SUBDIVISION PH 2.3 BOZEMAN MONTANA TOUCHSTONE DRIVE AND DAYSPRING AVENUE INTERSECTION DETAIL 6787.007 35 D-3 CJF CPK MEE --/--/---- ---- ---- 1 ADDRESS CITY COMMENTS 06/18/24JAZ JAZ DAYSPRING AVENUETOUCHSTONE DRIVE START TYPICAL SECTION TBC = TOP BACK CURB PC= POINT OF CURVATURE RB= BOTTOM OF PEDESTRIAN RAMP AT FLOWLINE LP= LOW POINT HP = HIGH POINT NOTES: 1.ALL PEDESTRIAN ROUTES MUST MEET ADA GUIDELINES AND PUBLIC RIGHT-OF-WAY ACCESSIBILITY GUIDELINES ( PROWAG). 2.ACCESSIBLE ROUTES SHALL HAVE A MAXIMUM RUNNING SLOPE OF 5% AND A MAX CROSS SLOPE OF 2%. 10 205100 SCALE IN FEET BLOCK 3 LOT 12 N90°00'00"W 60.00' HH HH6W VERT 45 VERT 45 VERT 45VERT 45 BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNG15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SDD 15SD 15SD 15SD 15SD>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>BTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNG21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21SGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGW11+00 12+00 5+00 6+00PI: 5+32.384715 4714.504714.5047154715.50 4715 4714.50 47144713.504713 4714.5047 1 4 4713.504713.50 4713 4712.50 4712 4711.50 4711 4714.50 4715 4715 4715.504715.50 ST A 4 + 7 2 . 7 7 15. 1 1 TB C 1 5 . 5 0 ' L T STA 4 + 7 2. 7 7 15.11 TBC 1 5. 5 0' R T -3.00%-3.00%-0.28%-2.01%-1.19%-1.19%STA 4 +98 .38 1 4 . 9 8 T BC 1 5 . 5 0 ' R T STA 5+03.3814.55RB TBC 15.58' RTSTA 5 +09. 38 14.52RB TB C 17.51' RT STA 5+ 1 2 . 8 4 14.90 TBC 20 . 2 6' R T STA 1 1 + 5 7. 9 0 14.57 RB TBC 1 6. 9 8' L T STA 1 1 + 5 2 . 9 0 14.66 RB TBC 1 5. 5 8' L T STA 1 1 + 4 7 . 9 0 15.15 TBC 15. 5 0' L T STA 1 1 + 3 9 . 0 1 15.26 TBC 1 5 . 5 0 ' L T -3.00% -3.00%STA 11 + 3 9. 0 1 15.26 TBC 15. 5 0' R T STA 1 1 + 4 7 . 9 2 15.15 TBC 1 5 . 5 0 ' R T STA 1 1 + 5 2 . 9 0 14.67 RB T B C 1 5 . 9 1 ' R T STA 1 1 + 5 7 . 9 0 14.59 RB T B C 1 8 . 1 4 ' R TSTA 5+53 .32 1 4 . 9 3TBC 20 . 9 4 ' R T STA 5+56.3814.54RB TBC 18.98' RTSTA 5+61.3814.57RB TBC 17.58' RTSTA 5+66.3815.00TBC 17.50' RT0.36%-1.55%-3.00%-3.00%STA 5 + 6 6 . 3 8 1 4 . 7 1 T B C 1 7 . 5 0 ' L T STA 5+61.3814.24RB TBC 17.58' LTSTA 5+56.3814.15RB TBC 18.98' LTSTA 5+53.0614.48TBC 21.16' LTSTA 5+ 5 0 . 5 2 14.00 RB TBC 2 4 . 0 0' L T -1.19%-1.18%STA 1 2 + 1 0. 9 0 13.97 RB TB C 1 5. 9 1' R T STA 12 + 1 4 . 4 0 14.36 TBC 15. 5 0' R T STA 1 2 + 3 0 . 5 4 14.17 TBC 15. 5 0' R T -3.00% -3.00% -3.00% -3.00% ST A 1 2 + 1 4 . 4 0 14.3 6 TBC 1 5 . 5 0 ' L T ST A 1 2 + 1 0 . 9 0 13. 9 9 RB T B C 1 5 . 5 8 ' L T ST A 5 + 1 5 . 4 0 14. 0 1 RB T B C 2 4 . 0 0 ' L T STA 5 + 1 2 . 8 4 14.5 0 TBC 2 0 . 2 6 ' L T ST A 5 + 0 9 . 3 8 14.1 7 RB T B C 1 7 . 5 1 ' L T S T A 5 + 0 3 . 3 8 14. 2 8 RB T B C 1 5 . 5 8 ' L T ST A 4 + 9 8 . 3 8 14. 7 8 TB C 1 5 . 5 0 ' L T 6.00'7.50'15.50'15.50'8.50'5.00'5.00'6.50'17.50'17.50'6.50'5.00'6.00'7.50'15.50'15.50'8.50'5.00'5.00'8.50'15.50'15.50'8.50'5.00'R 1 5 . 0 0 'R15.00'R 1 5 . 0 0 ' R15. 0 0' ST A 1 2 + 3 0 . 5 4 14.1 7 TBC 1 5 . 5 0 ' L T -3.00%-3.00% -3.00% -3.00%RECORD DRAWINGJULY 2025THIS 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.2025engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY P:\6787\007-PH_2.2+2.3\ACAD\RECORD 2.3\6-INTERSECTIONS\6787-007_DAYSPRING-ROSA.DWGREVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net VERIFY SCALE AND COLOR! THIS SHEET MAY BE REDUCED AND IS INTENDED TO BE IN COLOR. THE BAR BELOW WILL MEASURE ONE INCH AT ORIGINAL DESIGN SCALE AND RED, GREEN, AND BLUE WILL BE VISIBLE IF REPRODUCED CORRECTLY. MODIFY SCALE ACCORDINGLY! PLOTTED BY:KARL SAND ON Jul/17/2025 NORTHWEST CROSSING SUBDIVISION PH 2.3 BOZEMAN MONTANA DAYSPRING AVENUE AND ROSA WAY INTERSECTION DETAIL 6787.007 36 D-4 CJF CPK MEE --/--/---- ---- ---- 1 ADDRESS CITY COMMENTS 06/18/24JAZ JAZ ROSA WAYDAYSPRING AVE START TYPICAL SECTION TBC = TOP BACK CURB PC= POINT OF CURVATURE RB= BOTTOM OF PEDESTRIAN RAMP AT FLOWLINE LP= LOW POINT HP = HIGH POINT NOTES: 1.ALL PEDESTRIAN ROUTES MUST MEET ADA GUIDELINES AND PUBLIC RIGHT-OF-WAY ACCESSIBILITY GUIDELINES ( PROWAG). 2.ACCESSIBLE ROUTES SHALL HAVE A MAXIMUM RUNNING SLOPE OF 5% AND A MAX CROSS SLOPE OF 2%. 10 205100 SCALE IN FEET KEY NOTES DOUBLE GUTTER PER COB STD DWG NO. 02529-1.1 1 1 BLOCK 7 LOT 1 HH HHHH D 15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD12SD12SD 12SD 12SD D 21S 21S 21S 21S 21S 21S 21S 21S 21S 21S 21S 21S 21S21S21S21S21S21S21S21S21S21SGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGW4+005+00PT: 3+51.158+00 9+00 -3.00%-3.00%-3.00% -3.00%-3.00%-3.00%-3.00% -3.00% 4718. 5 0 4718. 5 0 4718.50 4719 4719 4719 47194719.504718.50 471947184717.506.00'7.50'15.50'15.50'8.50'5.00'6.00'5.50'17.50'17.50'6.50'5.00'6.00'7.50'15.50'15.50'8.50'5.00'5.00'6.50'17.50'17.50'6.50'5.00'7.00'18.00'7.00' R32.00'R3 2 . 0 0 'R32.00'R3 2 . 0 0 'R9.00'STA 3+79 .41 1 8 . 8 3TBC 17 . 5 0 ' LTSTA 3+84 .4118.40RB TBC 1 7 . 5 0 ' LTSTA 3 +8 9 . 41 1 8 . 3 8 RB TB C 1 7 . 5 0 ' L TSTA 3 + 9 4 . 4 0 1 8 . 7 0 T B C 1 7 . 8 9 ' L T STA 3+79.4118.83TBC 17.50' RTSTA 3+84.4118.40RB TBC 17.50' RTSTA 3+89.4118.38RB TBC 17.50' RTSTA 3+94.4018.75TBC 17.89' RTSTA 8 + 31. 0 3 18.62LP TBC 24.87' LTSTA 8+13.3819.01TBC 15.89' LTSTA 8+08.4018.70RB TBC 15.50' LTSTA 8 + 03. 4 0 18.75RB TB C 15.50' L T STA 7 +9 8.4 0 19.20TBC 15.50' LTSTA 7 +98. 40 19.20TBC 15.50' RT STA 8+03. 4 0 18.75 RB TBC 15.5 0 ' R T STA 8+08. 4 0 18.70 RB TBC 15.5 0 ' R T STA 8+13. 3 8 19.03 TBC 15.89' R T S T A 8 + 3 1 . 0 3 1 8 . 7 4 L P T B C 2 4 . 8 7 ' R T S T A 4 + 7 9 . 4 3 1 8 . 8 7 T B C 1 7 . 8 9 ' R TSTA 4 + 8 4 . 4 1 1 8 . 5 0 R B T B C 1 7 . 5 0 ' R TSTA 4+89 .4118.53RB TBC 1 7 . 50 ' RTSTA 4+94.4118.97TBC 17.50' RTS T A 4 + 9 4 . 4 1 1 8 . 9 7 T B C 1 7 . 5 0 ' L T STA 4+89.4118.53RB TBC 17.50' LTSTA 4+84.4118.49RB TBC 17.50' LTSTA 4 + 7 9. 4 3 18.81 TBC 1 7. 8 9' L T S T A 9 + 0 2 . 4 1 18 . 1 0 T B C 1 5 . 8 9 ' R T STA 9 +07. 40 17.61RB TB C 15.50' RT STA 9 + 1 2. 4 0 17.55 RB TB C 1 5. 5 0' R T STA 9+ 1 7 . 4 0 17.89 TBC 15.5 0' R TSTA 9+30.2117.74TBC 15.50' RTSTA 9+02.41 18.09 TBC 15.89' LT STA 9+07. 4 0 17.61RB TBC 15.5 0 ' L T STA 9+12. 4 0 17.55RB TBC 15.5 0 ' L T STA 9 + 1 7 . 4 0 17.90 TBC 1 5 . 5 0 ' L T S T A 9 + 3 0 . 2 1 1 7 . 7 4 T B C 1 5 . 5 0 ' L T STA 4+22.9119.32TBC 0.00'S T A 4 + 4 8 . 0 0 19 . 3 8 TB C 8 . 5 5 ' R T STA 8+ 7 1.9019.05TBC 0.00'STA 8+43.9019.41TBC 0.00'-2.73% - 2 . 1 9% STA 8 + 0 3 . 4 0 19.26 EW 23. 0 0' L T ST A 8 + 0 8 . 4 0 19. 2 1 EW 2 3 . 0 0 ' L T STA 8+03.40 19.35 BW 29.00' LT STA 8+08. 4 0 19.30 BW 29.00' L T S T A 8 + 0 3 . 4 0 19. 2 8 EW 2 4 . 0 0 ' R T STA 8 + 0 8. 4 0 19.23 EW 24. 0 0' R T STA 8+08.4019.30 BW 29.00' RT ST A 8 + 0 3 . 4 0 19.3 5 BW 2 9 . 0 0 ' R T ST A 9 + 1 2 . 4 0 18. 0 7 EW 2 3 . 0 0 ' L T STA 9 + 0 7 . 4 0 18.13 EW 23. 0 0' L T STA 9+12. 4 0 18.16 BW 29.00' LT STA 9+07.40 18.22BW 29.00' LT STA 9 + 1 2. 4 0 18.08 EW 24. 0 0' R T ST A 9 + 0 7 . 4 0 18.1 4 EW 2 4 . 0 0 ' R T STA 9+12.4018.16 BW 29.00' RT STA 9+07. 4 0 18.22 BW 29.00' R T STA 4 + 4 9 . 5 6 18.93 TBC 6 . 0 0 ' R T STA 4 + 5 0 . 9 1 18.86 TBC 0 . 0 0 ' STA 4 + 4 9 . 5 6 18.78 TBC 6 . 0 0 ' L T STA 4+48.00 19.23 TBC 8.55' LT -8.00% -8.00% 19.45 19.40 19.30 19.265.00'19.48 19.40 19.13 12.00'RECORD DRAWINGJULY 2025TOUCHSTONE DRIVE ROSA WAYTHIS 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.2025engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY P:\6787\007-PH_2.2+2.3\ACAD\RECORD 2.3\6-INTERSECTIONS\6787-007_TOUCHSTONE-ROSA.DWGREVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net VERIFY SCALE AND COLOR! THIS SHEET MAY BE REDUCED AND IS INTENDED TO BE IN COLOR. THE BAR BELOW WILL MEASURE ONE INCH AT ORIGINAL DESIGN SCALE AND RED, GREEN, AND BLUE WILL BE VISIBLE IF REPRODUCED CORRECTLY. MODIFY SCALE ACCORDINGLY! PLOTTED BY:KARL SAND ON Jul/17/2025 NORTHWEST CROSSING SUBDIVISION PH 2.3 BOZEMAN MONTANA TOUCHSTONE DRIVE AND ROSA WAY INTERSECTION DETAIL 6787.007 37 D-5 CJF CPK MEE --/--/---- ---- ---- 1 ADDRESS CITY COMMENTS 06/18/24JAZ JAZ START TYPICAL SECTION TBC = TOP BACK CURB PC= POINT OF CURVATURE RB= BOTTOM OF PEDESTRIAN RAMP AT FLOWLINE LP= LOW POINT HP = HIGH POINT NOTES: 1.ALL PEDESTRIAN ROUTES MUST MEET ADA GUIDELINES AND PUBLIC RIGHT-OF-WAY ACCESSIBILITY GUIDELINES ( PROWAG). 2.ACCESSIBLE ROUTES SHALL HAVE A MAXIMUM RUNNING SLOPE OF 5% AND A MAX CROSS SLOPE OF 2%. 10 205100 SCALE IN FEET TRAFFIC CIRCLE SEWER MAINTENANCE ACCESS INSTALL 6" THICK CONCRETE WITH #4 BARS ON A 2'x2' GRID SEWER MAINTENANCE ACCESS. SEE NOTE. BLOCK 7 LOT 16 BLOCK 7 LOT 17STORMWATERTRACT 08HH HH 12SD 12SD 12SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SDDGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGW GWGWGWGW6+00 7+00 0+001+004721.5047214720.5047204719.504721 4720. 5 0 4721 R1 5 . 0 0 'R15.00'5.00'6.50'17.50'17.50'6.50'5.00'6.00'7.50'15.50'15.50'8.50'5.00' 6.00'7.50'15.50'15.50'8.50'5.00' STA 6 + 3 0. 4 0 20.97 TBC 15. 50' RT STA 6+ 3 3 . 9 0 20.51 RB TBC 1 5 . 9 1' R T STA 6+38.9 0 20.42 RB TBC 18.1 4 ' R TSTA 0+50 .68 2 0 . 7 6 TBC 2 1 . 1 6 ' RTSTA 0+54.0020.37RB TBC 18.98' RTSTA 0+59.0020.40RB TBC 17.58' RTSTA 0+64.0020.83TBC 17.50' RTST A 6 + 1 1 . 0 8 21. 2 1 TB C 1 5 . 5 0 ' R T -3.00%-3.00%-3.00% -3.00% STA 6 + 2 8. 8 2 20.99TBC 1 5.50' L T STA 6+ 3 3 . 9 0 20.52 RB TBC 1 5 . 5 0' L T STA 6+ 3 8 . 9 0 20.46 RB TBC 1 5 . 5 0' L T STA 6 + 4 3 . 9 0 20.80 TBC 1 5 . 5 0 ' L T -3.00% -3.00% -3.00% -3.00% STA 6 + 8 1. 8 8 20.37TBC 1 5.50' L T STA 6 + 8 6 . 9 0 19.92 RB TB C 1 5 . 5 0 ' L T STA 6 + 9 1 . 9 0 19.87 RB TB C 1 5 . 5 0 ' L TSTA 6 + 9 6 . 8 7 2 0 . 2 2 T B C 1 5 . 5 0 ' L T -1.13%-1.13%S T A 0 + 6 4 . 0 0 20 . 5 5 T B C 1 7 . 5 0 ' L T STA 0+59.0020.09RB TBC 17.58' LTSTA 0+54.0020.03RB TBC 18.98' LTSTA 0+50.5920.39TBC 21.24' LTSTA 6+ 8 6 . 9 0 19.94 RB TBC 1 8 . 1 4' R T STA 6+ 9 1 . 9 0 19.84 RB TBC 1 5. 9 1' R T STA 6 + 9 6 . 8 7 20.22 TBC 15. 5 0' R T 0.44%-1.39%STA 6 + 1 1. 0 8 21.21TBC 1 5.50' L T RECORD DRAWINGJULY 2025ROSA WAYTHIS 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.2025engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY P:\6787\007-PH_2.2+2.3\ACAD\RECORD 2.3\6-INTERSECTIONS\6787-007_WILDWOOD-ROSA.DWGREVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net VERIFY SCALE AND COLOR! THIS SHEET MAY BE REDUCED AND IS INTENDED TO BE IN COLOR. THE BAR BELOW WILL MEASURE ONE INCH AT ORIGINAL DESIGN SCALE AND RED, GREEN, AND BLUE WILL BE VISIBLE IF REPRODUCED CORRECTLY. MODIFY SCALE ACCORDINGLY! PLOTTED BY:KARL SAND ON Jul/17/2025 NORTHWEST CROSSING SUBDIVISION PH 2.3 BOZEMAN MONTANA WILDWOOD LANE AND ROSA WAY INTERSECTION DETAIL 6787.007 38 D-6 CJF CPK MEE --/--/---- ---- ---- 1 ADDRESS CITY COMMENTS 06/18/24JAZ JAZ WILDWOOD LANE START TYPICAL SECTION TBC = TOP BACK CURB PC= POINT OF CURVATURE RB= BOTTOM OF PEDESTRIAN RAMP AT FLOWLINE LP= LOW POINT HP = HIGH POINT NOTES: 1.ALL PEDESTRIAN ROUTES MUST MEET ADA GUIDELINES AND PUBLIC RIGHT-OF-WAY ACCESSIBILITY GUIDELINES ( PROWAG). 2.ACCESSIBLE ROUTES SHALL HAVE A MAXIMUM RUNNING SLOPE OF 5% AND A MAX CROSS SLOPE OF 2%. WILDWOOD LANE HAS BEEN CHANGED TO COMPASS LANE. FOR CONTINUITY AND CLARITY WITH PREVIOUSLY ISSUED PLANS, ALL SHEETS AND LABELS WILL REMAIN AS WILDWOOD FOR THIS SET. 10 205100 SCALE IN FEET KEY NOTES DOUBLE GUTTER PER COB STD DWG NO. 02529-1.1 1 BLOCK 7 LOT 32STORMWATERTRACT 11STORMWATERTRACT 12BLOCK 10 LOT 1STORMWATER TRACT 12 2792 sq.ft. STORMWATER TRACT 11 4050 sq.ft. HH HH 6W >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > > > > > >GWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGW4+00 5+00 PT: 4+13.400+001+0047244723.504724472447234723 4723.5 0 47 2 3 . 5 04722.504722R 1 5 . 0 0 ' R15.00' 6.00'7.50'15.50'15.50'8.50'5.00'5.00'6.50'17.50'17.50'6.50'5.00'6.00'7.50'15.50'15.50'8.50'5.00' -3.00% -3.00% -3.00%-1.26%-1.26%-3.00% -3.00% -3.00%-3.00%-3.00%STA 4+33.9023.44TBC 15.50' LTSTA 4+38.9022.97 RB TBC 15.50' L T STA 4+43.9022.91 RB TBC 15.50' L T S T A 4 + 4 8 . 9 0 23 . 2 5 TB C 1 5 . 5 0 ' L T STA 4 + 8 6. 9 0 22.78 TBC 1 5. 5 0' L T S T A 4 + 9 1 . 9 0 22 . 3 1 RB T B C 1 5 . 5 0 ' L T ST A 4 + 9 6 . 9 0 22. 2 5 RB T B C 1 5 . 5 0 ' L T S T A 5 + 0 1 . 8 7 22 . 5 9 TB C 1 5 . 5 0 ' L T STA 4 +35. 40 23.43TBC 15.50' RT STA 4+38.90 22.96RB TBC 15.91' RT STA 4+43.90 22.87RB TBC 18.14' RT STA 0+50 .68 2 3 . 2 1 TBC 2 1 . 1 6 ' RTSTA 0+54.0022.82RB TBC 18.98' RTSTA 0+59.0022.85RB TBC 17.58' RTSTA 0+64.0023.28TBC 17.50' RT-1.59%0.44%S T A 0 + 6 4 . 0 0 22.97T B C 1 7 . 5 0 ' L T STA 0+59.0022.50RB TBC 17.58' LTSTA 0+54.0022.43RB TBC 18.98' LTSTA 0+50.5922.78TBC 21.24' LTSTA 4+ 9 1 . 9 0 22.32 RB TBC 1 8 . 1 4' R T STA 4+ 9 6 . 9 0 22.25 RB TBC 1 5. 9 1' R T STA 5+ 0 1 . 8 7 22.59 TBC 15.5 0' R T RECORD DRAWINGJULY 2025BRIARWOOD LANE ROSA WAYTHIS 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.2025engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY P:\6787\007-PH_2.2+2.3\ACAD\RECORD 2.3\6-INTERSECTIONS\6787-007_BRIARWOOD-ROSA.DWGREVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net VERIFY SCALE AND COLOR! THIS SHEET MAY BE REDUCED AND IS INTENDED TO BE IN COLOR. THE BAR BELOW WILL MEASURE ONE INCH AT ORIGINAL DESIGN SCALE AND RED, GREEN, AND BLUE WILL BE VISIBLE IF REPRODUCED CORRECTLY. MODIFY SCALE ACCORDINGLY! PLOTTED BY:KARL SAND ON Jul/17/2025 NORTHWEST CROSSING SUBDIVISION PH 2.3 BOZEMAN MONTANA BRIARWOOD LANE AND ROSA WAY INTERSECTION DETAIL 6787.007 39 D-7 CJF CPK MEE --/--/---- ---- ---- 1 ADDRESS CITY COMMENTS 06/18/24JAZ JAZ START TYPICAL SECTION TBC = TOP BACK CURB PC= POINT OF CURVATURE RB= BOTTOM OF PEDESTRIAN RAMP AT FLOWLINE LP= LOW POINT HP = HIGH POINT NOTES: 1.ALL PEDESTRIAN ROUTES MUST MEET ADA GUIDELINES AND PUBLIC RIGHT-OF-WAY ACCESSIBILITY GUIDELINES ( PROWAG). 2.ACCESSIBLE ROUTES SHALL HAVE A MAXIMUM RUNNING SLOPE OF 5% AND A MAX CROSS SLOPE OF 2%. 10 205100 SCALE IN FEET 1 KEY NOTES DOUBLE GUTTER PER COB STD DWG NO. 02529-1.1 O.S. TRACT 09 1439 sq.ft. STORMWATER TRACT 12 2792 sq.ft. STORMWATER TRACT 11 4050 sq.ft.N0°00'00"ESTORMWATER TRACT 02 11141 sq.ft. ESD ESD D ESD8W 8W 8W 8W 8W 8W WS12S 12S 12S 12S 12S15SD15SD15SD15SD15SD>>>>>>>>>>>>> > > >>> > > >>>>>>>>>>>>>>>>>>>> > >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>> > >>> > > > >>GWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGW3.00' 2.00'1.00' 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.2025engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY P:\6787\007-PH_2.2+2.3\ACAD\RECORD 2.3\8-STRIPING & SIGNAGE\6787-007_STRIPING-SIGNAGE_PH 2-3.DWG PLOTTED BY:KARL SAND ON Jul/17/2025 REVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net VERIFY SCALE AND COLOR! THIS SHEET MAY BE REDUCED AND IS INTENDED TO BE IN COLOR. THE BAR BELOW WILL MEASURE ONE INCH AT ORIGINAL DESIGN SCALE AND RED, GREEN, AND BLUE WILL BE VISIBLE IF REPRODUCED CORRECTLY. MODIFY SCALE ACCORDINGLY! NORTHWEST CROSSING SUBDIVISION PH 2.3 BOZEMAN MONTANA SIGNAGE AND STRIPING 6787.007 40 ST-1 CJF CPK MEE --/--/---- ---- ---- 1 ADDRESS CITY COMMENTS 06/18/24JAZ JAZ RECORD DRAWINGJULY 2025DAYSPRING AVE60 12030600 SCALE IN FEET PHASE 2.2 BOUNDARYROSA WAYALLEY 2.3 PHAS E 2. 2 TOUCHSTONE DRIVE BRIARWOOD LANE COMPASS LANE R7-1R W11-2 W16-7pR7-1 TIMEANYPARKINGNO TIMEANYPARKINGNO OM1-1 FLOURESCENT YELLOW GREEN SIGNING AND STRIPING NOTES 1.ALL NEW TRANSVERSE PAVEMENT MARKINGS, STRIPES 8 INCHES IN WIDTH OR WIDER, WORDS AND SYMBOLS ARE TO BE INLAID THERMOPLASTIC OR PREFORMED PLASTIC TAPE. ALL OTHER MARKINGS SHALL BE EPOXY. 2.ALL CURB RADII AND CURB BULBS ARE TO PAINTED WITH YELLOW EPOXY. DO NOT PAINT CURB THROUGH PEDESTRIAN RAMPS, ALLEY APPROACHES OR DRIVEWAYS. 3.INSTALL FLEXIBLE YELLOW DELINEATORS AT ALL RADIUS POINTS ON CURB BULBS AND MEDIANS. 4.SIGNS SHALL BE INSTALLED PER MUTCD AND COB STANDARDS. 1 R7-1L TIMEANYPARKINGNO STOP R2-1 THERMOPLASTIC SHARKS TEETH 1 Briarwood LnBriarwood Ln Rosa WayRosa WaySTOPCompass LnCompass Ln Rosa WayRosa WaySTOPTouchstone DrTouchstone Dr Dayspring AveDayspring AveSTOPDayspring AveDayspring Ave Rosa WayRosa WaySTOPTIMEANYPARKINGNO TIMEANYPARKINGNOTIMEANYPARKING NOTIMEANYPARKINGNOTIMEANYPARKINGNO TIMEANYPARKINGNO TIMEANYPARKINGNOTIMEANYPARKINGNOTIMEANYPARKINGNOTIMEANYPARKINGNO TIMEANYPARKINGNOTIMEANYPARKINGNOTIMEANYPARKINGNO TIMEANYPARKINGNOTIMEANYPARKINGNO TIMEANYPARKINGNO TIMEANYPARKINGNOTIMEANYPARKINGNOTIMEANYPARKINGNOTIMEANYPARKINGNO TIMEANYPARKINGNO TIMEANYPARKINGNO TIMEANYPARKINGNO TIMEANYPARKINGNO TIMEANYPARKINGNO TIMEANYPARKINGNO TIMEANYPARKINGNOTIMEANYPARKINGNO TIMEANYPARKINGNOTIMEANYPARKINGNO Touchstone DrTouchstone Dr Rosa WayRosa WayNOTE: WILDWOOD LANE HAS BEEN CHANGED TO COMPASS LANE. FOR CONTINUITY AND CLARITY WITH PREVIOUSLY ISSUED PLANS, ALL SHEETS AND LABELS WILL REMAIN AS WILDWOOD FOR THIS SET. (PREVIOUSLY WILDWOOD) VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BY INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY AND / OR COMPLETENESS OF THIS INFORMATION IN ALL INSTANCES AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF INFORMATION PROVIDED BY OTHERS.2025engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY P:\6787\007-PH_2.2+2.3\ACAD\RECORD 2.3\7-ELECTRICAL\6787-007_ELECTRICAL.DWGREVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net PLOTTED BY:KARL SAND ON Jul/17/2025 NORTHWEST CROSSING SUBDIVISION PH 2.3 BOZEMAN MONTANA ELECTRICAL NOTES 6787.007 41 E-1 ---- CPK MEE 7/17/2025 ---- ---- 1 REMOVED LIGHTS 02/07/2023JAZ CPK RECORD DRAWINGJULY 2025ELECTRICAL SYMBOL LEGEND SYMBOL DESCRIPTIONS MOUNTING HEIGHT, UNO BRANCH CIRCUIT WIRING. ARROW INDICATES HOME RUN TO PANEL WITH CIRCUITS AS NOTED. WIRE SIZE IS #12 UNLESS NOTED OTHERWISE. SHORT TICK MARKS INDICATE PHASE CONDUCTORS. LONG TICK MARKS INDICATE NEUTRAL CONDUCTORS. PROVIDE A DEDICATED NEUTRAL CONDUCTOR FOR EACH 120V BRANCH CIRCUIT. A SINGLE INSULATED GREEN GROUND CONDUCTOR SHALL BE PROVIDED WITH EACH HOME RUN. RACEWAY BELOW FLOOR OR BELOW GRADE RACWAY STUB-OUT OR STUB-UP WITH BUSHED END PAD MOUNTED TRANSFORMER UTILITY ELECTRIC METER METER LINE BREAK HANDHOLE SEE PULLBOX DETAIL ON E-2 KEY NOTE. REFER TO SPECIFIC NOTE ON SAME DRAWING SHEET. POLE MOUNTED LUMINAIRE ASSEMBLY SECURED TO CONCRETE BASE. LETTER INDICATES FIXTURE TYPE. PHOTOCELL DUPLEX RECEPTACLE.18" SPECIAL PURPOSE OUTLET, LETTER INDICATES TYPE. SEE SPEC.18" JUNCTION BOX FUSED DISCONNECT SWITCH BRANCH CIRCUIT PANELBOARD BREAKER CONTACTOR 1. THESE SYMBOLS COMPRISE A STANDARD LIST; NOT ALL SYMBOLS APPEAR ON THIS PROJECT. 2. ALL MOUNTING HEIGHTS ARE TO CENTER OF DEVICE ABOVE FINISHED FLOOR. MOUNTING HEIGHTS INDICATED ON ARCHITECTURAL WALL ELEVATIONS OR AS NOTED SPECIFICALLY ON THE DRAWINGS OR IN THE SPECIFICATIONS SHALL TAKE PRECEDENCE OVER MOUNTING HEIGHTS LISTED. P-1,3,5 M M HH 1 P A J C ABBREVIATIONS A or AMP AMPERES AC ALTERNATING CURRENT A/C AIR CONDITIONING AF AMP FUSE AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE AL ALUMINUM AS AMP SWITCH BAS BUILDING AUTOMATION SYSTEM BKR BREAKER C RACEWAY/CONDUIT CB CIRCUIT BREAKER CCTV CLOSED CIRCUIT TELEVISION CKT CIRCUIT C.O.RACEWAY/CONDUIT ONLY, WITH PULL STRING CNTRL CONTROL CU COPPER DISC DISCONNECT DIST DISTRIBUTION DPDT DOUBLE POLE DOUBLE THROW DWG DRAWING EA EACH EF EXHAUST FAN ELEC ELECTRIC EMT ELECTRICAL METALLIC TUBING EQUIP EQUIPMENT EX OR EXIST EXISTING FD FUSED DISCONNECT FLR FLOOR FO FIBER OPTIC FVNR FULL VOLTAGE NON-REVERSING FVR FULL VOLTAGE REVERSING GEC GROUNDED ELECTRODE CONDUCTOR GFI GROUND FALUT INTERRUPTER GND GROUND GRC GALVANIZED RIGID CONDUIT HID HIGH INTENSITY DISCHARGE HOA HAND-OFF-AUTOMATIC HP HORSEPOWER HPS HIGH PRESSURE SODIUM HTR HEATER HZ HERTZ J-BOX JUNCTION BOX KVA KILOVOLT AMPERES KW KILOWATTS LTG LIGHTING MAX MAXIMUM MH METAL HALIDE MIN MINIMUM N NEUTRAL NC NORMALLY CLOSED NEC NATIONAL ELECTRICAL CODE NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION NFD NON-FUSED DISCONNECT NIC NOT IN CONTRACT NO NORMALLY OPEN #NUMBER OC ON CENTER OH OVERHEAD P POLE PB PUSHBUTTON PNL PANEL PVC POLYVINYL CHLORIDE CONDUIT PWR POWER RECEPT RECEPTACLE RGS RIGID GALVANIZED STEEL RM ROOM RVNR REDUCED VOLTAGE NON-REVERSING RVR REDUCED VOLTAGE REVERSING SP SINGLE POLE TOGGLE SWITCH SPEC SPECIFICATION SPST SINGLE POLE SINGLE THROW SSPB START-STOP PUSHBUTTON SW SWITCH TC TIME CLOCK TD TIME DELAY TSP TWISTED SHIELDED PAIR TTB TELEPHONE TERMINAL BOARD TYP TYPICAL UG UNDERGROUND UH UNIT HEATER UNO UNLESS NOTED OTHERWISE UON UNLESS OTHERWISE NOTED V VOLT VA VOLT AMPERES W WATTS WP WEATHERPROOF W/O WITHOUT XFMR TRANSFORMER Y WYE CONNECTED DELTA CONNECTED PHASE *THESE ABBREVIATIONS COMPRISE A STANDARD LIST; NOT ALL ABBREVIATIONS APPEAR ON THIS PROJECT. 1.PRIOR TO BID CONTRACTOR SHALL VISIT THE SITES. NOT ALL WORK REQUIRED TO COMPLETE THE PROJECT IS SHOWN ON THE DRAWINGS. THE CONTRACTOR SHALL BECOME THOROUGHLY FAMILIAR WITH ALL THE WORK REQUIRED TO COMPLETE THE PROJECT IN ADDITION TO THE LOCAL CONDITIONS AND INCLUDE SAID WORK IN THE BID. 2.GENERAL WORK PRACTICES FOR ELECTRICAL CONSTRUCTION SHALL BE IN ACCORDANCE WITH NECA 1, "STANDARD PRACTICES FOR GOOD WORKMANSHIP IN ELECTRICAL CONTRACTING." THIS PUBLICATION IS AVAILABLE FROM NCSA BY TELEPHONE AT 301-215-4521 OR ON-LINE AT WWW.NECA-NEIS.ORG. 3.U.N.O. ALL POLES SHALL BE LOCATED 4' FROM BACK OF CURB. VERIFY ALL STATION NUMBERS AND COORDINATE EXACT LOCATION WITH CIVIL DRAWINGS PRIOR TO ROUGH-IN. 4.ALL NEW POLES SHOULD BE PROVIDED WITH BREAKAWAY BOLTS. PROVIDE TRANSPO POLE-SAFE MODEL 4100 OR EQUAL. 5.CONTRACTOR SHALL BORE/DIRECT BURY UNDER ROADWAYS, DRIVEWAYS, SIDEWALKS, ETC. ALL COSTS ASSOCIATED WITH BORING/DIRECT BURY SHALL BE INCLUDED IN CONTRACTOR'S BID PRICE. 6.CONTRACTOR TO IMMEDIATELY NOTIFY ENGINEER AND OWNER OF ANY CONFLICTS ENCOUNTERED DURING CONSTRUCTION. UNDER NO CIRCUMSTANCES SHALL CONTRACTOR RESOLVE CONFLICT PRIOR TO NOTIFICATION. PROJECT NOTES NOTE: THIS PANEL IS EXISTING TO REMAIN (PROVIDED UNDER A PREVIOUS PHASE) AND ITS PANEL SCHEDULE IS SHOWN FOR REFERENCE ONLY. EXISTING METERING/DISTRIBUTION EQUIPMENT IS LOCATED ON SOUTHEAST CORNER OF TWIN LAKES AND HARVEST PARKWAY. RECORD DRAWINGJULY 2025REINFORCED HAND HOLE & COVER SINGLE MEMBER TYPE MASTARM 2'-0" 30' MAST ARM TYPE E2 - 6FT FINISHED GRADE SIDEWALK OR CURB POLE BASE DETAIL (TYP) LONG REINF. SEE SCHEDULE ANCHOR BOLTS FROM POLE MANF.2'-6"7' HORIZ. TIES****** SEE SCHEDULE PROVIDE LONG AT ALL FOUR CORNERS OF SQUARE PIER. PROVIDE SPACING OF S/2 AT TOP 1'-0" OF PEIR. DEPTH BELOW FINISHED GRADE. SPACE LONG. STEEL EVENLY AROUND PERIMETER. PROVIDE REINF. CLEARANCE PER ANCI 318. PROVIDE CLOSED CIRCUILAR TIES OR 6" OVERLAP. * ** *** **** ***** ****** FINISH GRADE 24" SEE SITE PLAN FOR CONDUIT SIZE 1" CHAMFER REINFORCED CONC. BASE BY E.C. BUSH CONDUITS BASE COVER PROVIDE FUSE(S) IN CKT. TO BALLAST. FUSE(S) SHALL BE BUSS TYP. BBS. FUSE HOLDERS SHALL BE BUSS "TRON" HEB WATERPROOF. SIZE OF FUSE SHALL BE AS REQUIRED BY LUMINAIRE MANUFACTURER. CONNECT GROUND TO POLE BASE W/ BOUNDRY #GB4C PROJECT ANCHOR BOLTS 3" MIN. ABOVE TOP OF BASE. PROVIDE DOUBLE NUTS FOR LEVELING UNIT (ONE ABOVE AND ONE BELOW BASE FLANGE). GROUT VOID BETWEEN BASE FLANGE AND TOP OF CONCRETE, LEAVING DRAIN HOLE. HAND FINISH. THWN CONDUCTOR AS SHOWN ON PLANS PROVIDE 1' OF COILED SLACK ON CONDUCTOR FEED THRU HANDHOLE - 4" X 6" (NOMINAL) LIGHT FIXTURE BASE SCHEDULE ***** POLE HEIGHT SIZE LONG STL HORIZONTAL STL ** 14' - 30' DEPTH ***HEIGHT AFG 7'-0"0"24" Ø (6) # 6 ****#3 AT 12" O.C. BOLT COUPLING (BREAKAWAY TYPE) BREAKAWAY BOLT COUPLING BOLT COVER BREAKAWAY BOLT COUPLING (ONE OF FOUR) NOTE: CONTRACTOR SHALL COORDINATE AND PROVIDE BOLT COVER FROM THE POLE MANUFACTURER TO ENSURE THE CLEANEST LOOK POSSIBLE. BEAKAWAY BOLT COUPLING (TYP) TYPE E2 LUMINAIRE (TYP) LUMINAIRE SCHEDULE SYMBOL TYPE LAMPS LUMENS DESCRIPTIONS MANUFACTURER CATALOG NO. OR SERIES MOUNTING/ VOLTAGE E2 35W LED 4,470 FULL CUTOFF AREA LIGHT WITH TYPE II DISTRIBUTION. MOUNT FIXTURE ON 30FT ROUND TAPERED STEEL POLE WITH 6FT ARM. MOUNT ON CONCRETE BASE PER CITY REQUIREMENTS. PROVIDE HUNTER GREEN FINISH (RAL#6005) PER CITY OF BOZEMAN STANDARDS. PROVIDE ARM AND POLE PER CITY OF BOZEMAN STANDARDS. LUMINAIRE SELECTION AND PLACMENT IS BASED ON NEW DRAFT STANDARD FOR OUTPUT. PHILIPS RFS-35W-32LED-2.7K-G2-R2M-UNV- DMG-FAWS-HS-RCD7 POLE/ 240 TYPE I MINIMUM INSIDE DIMENSIONS W = 12 INCHES L = 18 INCHES D = 12 INCHES PULL BOX COMPOSITE 1" CLEAN STONE DRAINAGE COPPER OR EQUAL CONCRETE SIDEWALK OR PAVERS CONDUIT IN PLACE AS REQUIRED. ELECTRICAL BOND, NO.6 AWG PROVIDE STUB 4-6" ABOVE BOTTOM OF PULL BOX AND CAP CONDUIT FOR FUTURE LUMINAIRES NOTES: FURNISH PULL BOXES AND COVERS MADE OF POLYMER CONCRETE WITH FIBERGLASS REINFORCEMENT. FURNISH PULL BOXES HAVING CONTINUOUS FIBERGLASS CLOTH REINFORCEMENT ON THE INSIDE AND OUTSIDE PERIMETERS. FURNISH COVERS HAVING A MINIMUM OF TWO LAYERS OF FIBERGLASS CLOTH REINFORCEMENT. ENSURE THE PULL BOXES AND COVERS COMPLY WITH ALL TEST PROVISIONS OF THE MOST CURRENT ANSI/SCTE 77 FOR TIER 22 APPLICATIONS. FURNISH PULL BOXES AND COVERS THAT HAVE BEEN TESTED AND CERTIFIED BY A NATIONALLY RECOGNIZE D THIRD PARTY INDEPENDENT TEST FIRM SUCH AND UL OR ETL VERIFYING THAT THE BOXES AND COVERS MEET ALL TEST PROVISIONS OF THE ANSI/SCTE 77. FURNISH PULL BOXES THAT HAVE MARKINGS SHOWING THE TIER 22 RATING LABELED OR STENCILED ON THE INSIDE AND OUTSIDE OF THE BOX. FURNISH COVERS THAT MARKING SHOWING THE TIER 22 RATING EMBOSSED IN THE TOP SURFACE OF THE COVER. FURNISH COVERS HAVING PULL SLOTS RATED FOR A MINIMUM PULL OUT OF 3,000 POUNDS. FURNISH 3/8-7 LAB THREAD HEX HEAD BOLTS TO SECURE THE COVER TO THE PULL BOX. CITY LIGHTING HOLD DOWN BOLTS PULL BOX DETAIL NOTES: 1.WIDTH: MINIMUM 6" 2.WHERE POSSIBLE PUSH CONDUIT UNDER SIDEWALKS AND DRIVES TO AVOID EXCAVATION. 3.CONTRACTOR MAY USE BORING MACHINE IN LIEU OF TRENCHING WHERE CONDITIONS PERMIT. EQUIPMENT AND CONDUIT SHALL BE PRE-APPROVED BY ARCHITECT/ENGINEER. RESURFACE TO MATCH EXISTING. PROVIDE NEW CONCRETE, ASPHALT, SEED, OR EXISTING SOD AS REQUIRED. SEE CIVIL & LANDSCAPE FOR MATERIAL AND INSTALLATION REQUIREMENTS. SAND OR CLEAN SOIL CONDUIT(S) AND WIRE COMPACTED BACKFILL WARNING TAPE UNDISTURBED EARTH WIDTH 2"4"24" MIN.CONDUIT TRENCH DETAIL VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BY INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY AND / OR COMPLETENESS OF THIS INFORMATION IN ALL INSTANCES AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF INFORMATION PROVIDED BY OTHERS.2025engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY P:\6787\007-PH_2.2+2.3\ACAD\RECORD 2.3\7-ELECTRICAL\6787-007_ELECTRICAL.DWGREVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net PLOTTED BY:KARL SAND ON Jul/17/2025 NORTHWEST CROSSING SUBDIVISION PH 2.3 BOZEMAN MONTANA ELECTRICAL DETAILS 6787.007 42 E-2 ---- CPK MEE 7/17/2025 ---- ---- 1 REMOVED LIGHTS 02/07/2023JAZ CPK RECORD DRAWINGJULY 2025VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BY INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY AND / OR COMPLETENESS OF THIS INFORMATION IN ALL INSTANCES AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF INFORMATION PROVIDED BY OTHERS.2025engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY P:\6787\007-PH_2.2+2.3\ACAD\RECORD 2.3\7-ELECTRICAL\6787-007_ELECTRICAL.DWGREVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net PLOTTED BY:KARL SAND ON Jul/17/2025 NORTHWEST CROSSING SUBDIVISION PH 2.3 BOZEMAN MONTANA LIGHTING CUT SHEETS 6787.007 43 E-3 ---- CPK MEE 7/17/2025 ---- ---- REMOVED LIGHTS 02/07/2023 CPK HHHHHHHHHHHHO.S. TRACT 09 1439 sq.ft. STORMWATER TRACT 12 2792 sq.ft.STORMWATER TRACT 11 4050 sq.ft.MATCH LINE0.00.00.00.00.00.00.00.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.00.00.00.10.10.10.10.10.10.10.10.10.10.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.00.10.00.00.00.00.00.00.00.00.00.00.00.00.10.1HHHHHHHHHHRECORD DRAWINGJULY 2025HARVEST PARKWAYROSA WAY BRIARWOOD LANEWILDWOOD LANEALLEY 2.3VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BY INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY AND / OR COMPLETENESS OF THIS INFORMATION IN ALL INSTANCES AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF INFORMATION PROVIDED BY OTHERS.2025engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY P:\6787\007-PH_2.2+2.3\ACAD\RECORD 2.3\7-ELECTRICAL\6787-007_ELECTRICAL.DWGREVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net PLOTTED BY:KARL SAND ON Jul/17/2025 NORTHWEST CROSSING SUBDIVISION PH 2.3 BOZEMAN MONTANA STREET LIGHTING PHOTOMETRICS - SOUTH 6787.007 44 E-4 ---- CPK MEE 7/17/2025 ---- ---- 1 ADDRESS CITY COMMENTS 06/18/2024JAZ CPK 30 6015300 SCALE IN FEET LIGHTING GENERAL NOTES A.DATA POINTS INDICATE ILLUMINANCE IN FOOTCANDLES TO SHOW INTERSECTION LIGHTING REQUIREMENTS. THESE ROADWAYS ARE CLASSIFIED AS LOCAL STREETS. B.LIGHT TRESSPASS DATA POINTS ARE SHOWN IN FOOTCANDLES AND LOCATED 5FT ABOVE THE GROUND. C.ALL INTERSECTIONS ASSUMED TO BE LOW PEDESTRIAN CONFLICT. E-2 M2-1,3 E-2 M2-1,3 E-2 M2-1,3 ISOLINES FC 2.0 1.0 0.5 0.2 PHOTOMETRIC ISOLINE LEGEND 21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S> > > > > >>>>>>>>>>>>>>>>>>>>>>>>>> > > >>>>>>>>>>>>> > > >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > > > > > > > > > > > >>>> > > N0°00'00"E STORMWATERTRACT 0211141 sq.ft.MATCH LINE0.10.10.10.10.10.10.10.00.00.10.00.10.10.10.10.10.10.00.10.00.00.00.00.00.00.10.10.10.10.10.10.10.10.10.10.10.00.00.00.00.00.00.00.10.10.10.10.00.00.00.00.00.00.00.00.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.00.10.00.00.10.10.00.00.1HHHHHHHHHHHHRECORD DRAWINGJULY 2025DAYSPRING AVE TOUCHSTONE DRIVE30 6015300 SCALE IN FEET ROSA WAY VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BY INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY AND / OR COMPLETENESS OF THIS INFORMATION IN ALL INSTANCES AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF INFORMATION PROVIDED BY OTHERS.2025engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY P:\6787\007-PH_2.2+2.3\ACAD\RECORD 2.3\7-ELECTRICAL\6787-007_ELECTRICAL.DWGREVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net PLOTTED BY:KARL SAND ON Jul/17/2025 NORTHWEST CROSSING SUBDIVISION PH 2.3 BOZEMAN MONTANA STREET LIGHTING PHOTOMETRICS - NORTH 6787.007 45 E-5 ---- CPK MEE 7/17/2025 ---- ---- 1 ADDRESS CITY COMMENTS 06/18/2024JAZ CPK FUTU R E P H A S E LIGHTING GENERAL NOTES A.DATA POINTS INDICATE ILLUMINANCE IN FOOTCANDLES TO SHOW INTERSECTION LIGHTING REQUIREMENTS. THESE ROADWAYS ARE CLASSIFIED AS LOCAL STREETS. B.LIGHT TRESSPASS DATA POINTS ARE SHOWN IN FOOTCANDLES AND LOCATED 5FT ABOVE THE GROUND. C.ALL INTERSECTIONS ASSUMED TO BE LOW PEDESTRIAN CONFLICT. E-2 M2-1,3 E-2 M2-1,3 E-2 M2-1,3 E-2 M2-1,3 ISOLINES FC 2.0 1.0 0.5 0.2 PHOTOMETRIC ISOLINE LEGEND 8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8SSSSSSSSSSSSS SS SS SS SS SSSSSSSSSSSS SS SS SS SS SS 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 8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8WDYH WSWSWSWSWSWSWSWSWSWSWS WS WS WS WS DYH HHHHHHHHHHHH12SD15SD15SD15SD15SD15SD>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> O.S. TRACT 09 1439 sq.ft. STORMWATER TRACT 12 2792 sq.ft.STORMWATER TRACT 11 4050 sq.ft.MATCH LINEGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWHHHHHHHHHHRECORD DRAWINGJULY 2025VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BY INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY AND / OR COMPLETENESS OF THIS INFORMATION IN ALL INSTANCES AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF INFORMATION PROVIDED BY OTHERS.2025engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY P:\6787\007-PH_2.2+2.3\ACAD\RECORD 2.3\7-ELECTRICAL\6787-007_ELECTRICAL.DWGREVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net PLOTTED BY:KARL SAND ON Jul/17/2025 NORTHWEST CROSSING SUBDIVISION PH 2.3 BOZEMAN MONTANA STREET LIGHTING PLAN - SOUTH 6787.007 46 E-6 ---- CPK MEE 7/17/2025 ---- ---- 1 REMOVED LIGHTS 02/07/2023JAZ CPK 30 6015300 SCALE IN FEET 1 GENERAL NOTES 1.CONTRACTOR SHALL PROVIDE SCHEDULE 80 PVC CONDUIT UNDER PAVED SURFACES. SCHEDULE 40 PVC IS PERMITTED UNDER LANDSCAPED SURFACE. 2.ALL CONDUIT AND TRENCHING SHALL BE INSTALLED PER CITY STANDARDS. MINIMUM BURIAL DEPTH SHALL BE 24". 3.CONDUIT SHALL TYPICALLY BE PLACED 2 FEET FROM BACK OF CURB PER CITY STANDARDS. KEY NOTES PROVIDE 2#10CU AND 1#10CU GND IN 2"C BETWEEN HAND HOLE AND LUMINAIRE. ROUTE NEW CONDUIT AND EXTEND EXISTING CIRCUIT M2-1,3 FROM EXISTING HANDHOLE AS SHOWN. 2 2 PROVIDE 2#10 CU, 1#10 CU GND IN 2" CONDUIT. TYPICAL OF ALL CONDUIT RUNS U.O.N. PROVIDE 2#10 CU, 1#10 CU GND IN 2" CONDUIT. TYPICAL OF ALL CONDUIT RUNS U.O.N.HARVEST PARKWAYROSA WAY BRIARWOOD LANEWILDWOOD LANEALLEY 2.3E-2 M2-1,3 E-2 M2-1,3 E-2 M2-1,3 1 1 1 8S8S8S8S8S8S8S8S8S8S8S8S8S8S8SSS SS SS SSSSSSSSSSSSSSSSSSSS SS21S21SSS 8S8S8S8S8S8S8S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S8W8W8W8W8W8W8W8W8W8W8W8W8W8W 8W 8W 8W 8W 8W 8W8W8W8W8W8W8W8W8W8W8W8W8W8WDYHDYH8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8WWS WSWSWSWSWSWSWSWSWSWSWS WS WS WS8W8W 8W8W8W8WDYH 8WVERT 4 5 VERT 4 5 VERT 45 VERT 4515SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD12SD15SD15SD15SD15SD>> > > > > > >>>>>>>>>>>>>>>>>>>>>>>> > >>> > >>>>>>> >>> > > >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > > >> > > > > > > > > > > >>>> > > N0°00'00"E STORMWATERTRACT 0211141 sq.ft.MATCH LINEGW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GWGWGWGWGW HHHHHHHHHHHHRECORD DRAWINGJULY 202530 6015300 SCALE IN FEET VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BY INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY AND / OR COMPLETENESS OF THIS INFORMATION IN ALL INSTANCES AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF INFORMATION PROVIDED BY OTHERS.2025engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY P:\6787\007-PH_2.2+2.3\ACAD\RECORD 2.3\7-ELECTRICAL\6787-007_ELECTRICAL.DWGREVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net PLOTTED BY:KARL SAND ON Jul/17/2025 NORTHWEST CROSSING SUBDIVISION PH 2.3 BOZEMAN MONTANA STREET LIGHTING PLAN - NORTH 6787.007 47 E-7 ---- CPK MEE 7/17/2025 ---- ---- 1 REMOVED LIGHTS 02/07/2023JAZ CPK 1 GENERAL NOTES 1.CONTRACTOR SHALL PROVIDE SCHEDULE 80 PVC CONDUIT UNDER PAVED SURFACES. SCHEDULE 40 PVC IS PERMITTED UNDER LANDSCAPED SURFACE. 2.ALL CONDUIT AND TRENCHING SHALL BE INSTALLED PER CITY STANDARDS. MINIMUM BURY DEPTH SHALL BE 24". 3.CONDUIT SHALL TYPICALLY BE PLACED 2 FEET FROM BACK OF CURB PER CITY STANDARDS. KEY NOTES PROVIDE 2#10CU AND 1#10CU GND IN 2"C BETWEEN HAND HOLE AND LUMINAIRE ROUTE NEW CONDUIT AND EXTEND EXISTING CIRCUIT M2-1,3 FROM EXISTING HANDHOLE AS SHOWN. 2 PROVIDE 2#10 CU, 1#10 CU GND IN 2" CONDUIT. TYPICAL OF ALL CONDUIT RUNS U.O.N. FUTU R E P H A S E DAYSPRING AVE TOUCHSTONE DRIVEROSA WAY FUTU R E P H A S E E-2 M2-1,3 E-2 M2-1,3 E-2 M2-1,3 E-2 M2-1,3 1 1 1 1