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HomeMy WebLinkAboutNorthwest Crossing Subdivision, Phase 2.2 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\SHEETS\6787.007_0-COVER.DWG PLOTTED BY:COOPER KRAUSE ON May/08/2024©T his d o c u m 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 nfid e nt ial or p rivi leg ed inf or mation . Morrison-Maierle, Inc. retains all common law, statutory, and reserved rights including the copyright thereto. Unauthorized use of this d ocume n t or cha n ges ar e str i c tly p r o h i b i t e d a n d m a y b e u n l a w f u l . 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 APPROVED BY: APPROVED BY: COOPER KRAUSE, PE PROJECT MANAGER APPROVED BY: NAME: POSITION: NORTHWEST CROSSING SUBDIVISION PH 2.2 FOR CONSTRUCTION BOZEMAN, MONTANA 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 KEVIN D. JACOBSON ---- 6787.007.010.000318 SHEET INDEX SHEET NUMBER DRAWING NUMBER SHEET TITLE 0 G-0 MMI_COVER 1 G-1 GENERAL NOTES 2 G-2 VISUAL SHEET INDEX AND SURVEY CONTROL POINTS 3 R-1 ALLEY 2.2 ROADWAY & STORM 4 R-2 BRIARWOOD LANE ROADWAY & STORM 5 R-3 WILDWOOD LANE ROADWAY & STORM 6 R-4 TOUCHSTONE DRIVE ROADWAY & STORM 7 R-5 TWIN LAKES AVENUE ROADWAY & STORM 8 R-6 TWIN LAKES AVENUE (GRAVEL SECTION) ROADWAY & STORM 9 ST-1 SIGNAGE AND STRIPING 10 SS-1 ALLEY 2.2 SEWER 11 SS-2 BRIARWOOD LANE SEWER 12 SS-3 WILDWOOD LANE SEWER 13 SS-4 TOUCHSTONE DRIVE SEWER 14 SS-5 TWIN LAKES AVENUE SEWER 15 SS-6 TWIN LAKES AVENUE (GRAVEL SECTION) SEWER 16 SS-7 AUTO-COURT A & B SEWER 17 W-1 ALLEY 2.2 WATER 18 W-2 BRIARWOOD LANE WATER 19 W-3 WILDWOOD LANE WATER 20 W-4 TOUCHSTONE DRIVE WATER 21 W-5 TWIN LAKES AVENUE WATER 22 GW-1 GROUNDWATER DRAIN - TWIN LAKES - SOUTH 23 GW-2 GROUNDWATER DRAIN - TWIN LAKES - NORTH 24 GW-3 GROUNDWATER DRAIN - OUTFALL - WEST 25 GW-4 GROUNDWATER DRAIN - OUTFALL - EAST 26 D-1 DETAILS - ROAD SECTIONS 27 D-2 DETAILS - UTILITIES 28 D-3 PARK GRADING DETAILS 29 X-1 INTERSECTION DETAIL - TWIN LAKES AVE. & HARVEST PARKWAY 30 X-2 INTERSECTION DETAIL - TWIN LAKES AVE. & BRIARWOOD LANE 31 X-3 INTERSECTION DETAIL - TWIN LAKES AVE. & WILDWOOD LANE 32 X-4 INTERSECTION DETAIL - TWIN LAKES AVE. & TOUCHSTONE DRIVE 33 E-1 ELECTRICAL NOTES 34 E-2 ELECTRICAL DETAILS 35 E-3 LIGHTING CUT SHEETS 36 E-4 STREET LIGHTING PHOTOMETRICS - SOUTH 37 E-5 STREET LIGHTING PHOTOMETRICS - NORTH 38 E-6 STREET LIGHTING PLAN - SOUTH 39 E-7 STREET LIGHTING PLAN - NORTH PHASE 2.1 PHASE 2.2 PHASE 2.3 WILDWOOD LANE HAS BEEN CHANGED TOCOMPASS LANE. FOR CONTINUITY WITHPREVIOUS SUBMITTALS, THE NAME HAS NOTBEEN CHANGED ON THIS SET OF PLANS. (A.B.) RECORD DRAWINGS 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 2024COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY P:\6787\007-PH_2.2+2.3\ACAD\SHEETS\6787.007_1-GENERAL-NOTES-.DWG PLOTTED BY:COOPER KRAUSE ON May/08/2024 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 2.2 FOR CONSTRUCTION BOZEMAN MONTANA GENERAL NOTES 6787.007 1 G-1 RSP CPK MEE 5/8/24 ---- ---- 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.REFER TO BUILDING PLAN FOR COORDINATION OF SEWER, DOMESTIC, FIRE, ROOF DRAIN (AS APPLICABLE), AND IRRIGATION CONNECTIONS. 24.THE CONTRACTOR SHALL ADJUST ALL NEW AND EXISTING VALVE BOXES, CURB BOXES, AND MANHOLES TO FINAL GRADE UPON COMPLETION OF ALL CONSTRUCTION. ANY BOXES OR MANHOLES DAMAGED OR OTHERWISE DISTURBED BY THE CONTRACTOR OR ANY SUBCONTRACTOR SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. THIS WORK SHALL BE INCIDENTAL TO THE PROJECT. SEPARATE PAYMENT WILL NOT BE MADE. 25.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 FOR CONSTRUCTION MAY 2024 11/8/2023 ENTITY POWER & GAS PROJECT CONTACT LIST FIRM OR AGENCY ADDRESS CONTACT PHONE & EMAIL NORTHWESTERN ENERGY 121 EAST GRIFFIN BOZEMAN, MT 59715 LEWIS SCHIEBEL (406) 317-3550 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. THIS RECORD DRAWING HAS BE PREPARED, IN PART, BY INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NO VERIFIED THE ACCURACY AND / COMPLETENESS OF THIS INFORMATION IN ALL INSTANCE AND SHALL NOT BE RESPONSIBL FOR ANY ERRORS OR OMISSION THAT MAY BE INCORPORATED A A RESULT OF INFORMATION PROVIDED BY OTHERS.2024engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOT 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net COOPER KRAUSE 59774 10/2024 RECORD DRAWING DYH WV ESESESESESESESESESESESESESESESESD D E27S E27S E27S E27S TVWV ESD EW EW EW T N11°23'09"W 154.38'R=830.00'L=164.94'Δ=11°23'09"N0°00'00"E 474.50'N90°00'00"E 60.00'N0°00'00"W 357.33'N90°00'00"W 60.00'N0°00'00"W 281.28'N89°27'45"E 546.02'N89°27'45"E 563.90'S1°16'44"E83.10'N89°44'34"E 215.70'R=7929.59'L=577.49'Δ=4°10'22"' 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 DYHDY HDYHHH HH HH HH HH HH HH HH HH HH HH HH D 15SD 15SD15SD 15SDD D D D >>>>D15SD 15SD15SD15SDD D15SDD >>>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 GWGWGWGWGWGWGWGWGWGWGW GW GW GW GW GW GW GW GW GW GW GW GW GW GWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGW2024COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY P:\6787\007-PH_2.2+2.3\ACAD\SHEETS\6787.007_VISUAL SHEET INDEX.DWG PLOTTED BY:COOPER KRAUSE ON May/08/2024 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 2.2 BOZEMAN MONTANA VISUAL SHEET INDEX AND SURVEY CONTROL POINTS 6787.007 2 G-2 RSP CPK MEE 5/8/24 ---- ---- FOR CONSTRUCTIONMAY 2024TOUCHSTONE DRIVE DAYSPRING AVEHARVEST P A R K W A Y 100 200501000 SCALE IN FEETBAXTER D ITCH COTTONWOOD ROADBAXTER LANE BRIARWOOD LANE ALLEY 1BALLEY 1A WILDWOOD LANE PHASE 2.1 BOUNDARYTWIN LAKES AVEROSA WAYALLEY 2.3 ALLEY 2.2 11/8/2023 PHASE 2.1 PHASE 2.1 PROPOSED PHASE 2.3 TWIN LAKES AVEFH BENCHMARK ELEV. = 4730.69 FH BENCHMARK ELEV. = 4731.78 FH BENCHMARK ELEV. = 4732.20 FH BENCHMARK ELEV. = 4734.90 FH BENCHMARK ELEV.= 4725.18 FH BENCHMARK ELEV.= 4728.62 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 2.1 R-6 SS-6 SHEETSR-6 SS-6 SHEETSSHEETSR-1 SS-1 W-1SHEETSR-2 SS-2 W-2SHEETSR-5 SS-5 W-5SHEETS R-3 SS-3 W-3 THIS RECORD DRAWING HAS BE PREPARED, IN PART, BY INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NO VERIFIED THE ACCURACY AND / COMPLETENESS OF THIS INFORMATION IN ALL INSTANCE AND SHALL NOT BE RESPONSIBL FOR ANY ERRORS OR OMISSION THAT MAY BE INCORPORATED A A RESULT OF INFORMATION PROVIDED BY OTHERS.2024engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOT 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net COOPER KRAUSE 59774 10/2024 WILDWOOD LANE HAS BEEN CHANGED TOCOMPASS LANE. FOR CONTINUITY WITHPREVIOUS SUBMITTALS, THE NAME HAS NOTBEEN CHANGED ON THIS SET OF PLANS. (A.B.) COMPASS (A.B.) FH BENCHMARKELEV=4723.10 (A.B.) FH BENCHMARKELEV=4722.30 (A.B.) FH BENCHMARKELEV=4726.46 (A.B.) RECORD DRAWING CO O.S. TRACT 10 O.S. TRACT 11 BLOCK 10 LOT 13 BLOCK 10 LOT 12 BLOCK 10 LOT 11 BLOCK 10 LOT 9 BLOCK 10 LOT 10 STORMWATER TRACT 13 O.S.TRACT 12BLOCK 11 LOT 8A BLOCK 11 LOT 8B BLOCK 11 LOT 9B BLOCK 11 LOT 9A BLOCK 11 LOT 10B BLOCK 11 LOT 10A BLOCK 11 LOT 1B BLOCK 11 LOT 2A BLOCK 11 LOT 2B BLOCK 11 LOT 3A BLOCK 11 LOT 3B BLOCK 11 LOT 1A S0°58'19"E60.01'S0°00'00"E 179.76'N90°00'00"W 191.88' S78°41'34"W N16°28'13"W 33.49'N16°28'13"W 132.55'R=530.00'L=152.36'Δ=16°28'13"GWGWGWGWGWGWGWGWGWGWGWHHBPBPBP BPBPBPBPBPBPBPBPBPBPBPBPBPBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTNGNGNGNGNGNGNGNGNGNGNGBP BP BP BP BP BP BP BP BP BP BP BP BP BP BPNGNGNGNGNGNGNGNGNGNGNGNG BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BTBPBPBP BPBPBPBPBPBPBPBPBPBPBPBPNGNGNGNGNGNGNGNGNGNGNGBTBTBTBTBTBTBTBTBTBTBTBTBTBTBT>>>>>>>>>>>>>>>8W8W8W8W8W8W8W8W8W8W8WDYH8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8WWSWSWSWSWS8S8S8S8S8S 8S 8S 8S8S8S8S8S8S8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S SSSSSSSSSSSSSSSSSSSSSSSSSSSS0+001+002+003+004+008W8W 8W 8W 8W 8W 8W 8W 8W 8W 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S S S 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8WWS WSWSHH HHHH 20.0 ALLEY R.O.W. 30.0 WATER AND SEWER ACCESS EASEMENT 1 STA 2+77.29, 0.00' MATCH EXISTING4725472547244724 47254723 4724 47 2 5 4710 4715 4720 4725 4730 4735 4710 4715 4720 4725 4730 4735 FG-EG-4723.660+00 FG-4726.19EG-4723.48FG-4726.31EG-4723.271+00 FG-4726.81EG-4723.27FG-4727.43EG-4723.112+00 FG-4728.22EG-4723.01FG-EG-4722.433+00 FG-EG-4723.56FG-EG-4724.224+00 -1.00% 1.00% 1.58% 3.00%-3.00 %STA=0+13.50ELEV=4725.76STA=0+59.00ELEV=4726.32STA=0+80.00ELEV=4726.11STA=1+80.00ELEV=4727.11STA=2+77.83ELEV=4728.66STA=0+29.00ELEV=4726.22STA=0+44.50ELEV=4725.76STA 2+77.29 ELEV=4728.66 MATCH EXISTING PROPOSED GRADE AT CENTERLINE EXISTING GROUND AT CENTERLINE PROPOSED WATER MAIN (TYP.) PROPOSED SEWER MAIN (TYP.) EXISTING PHASE 2.1 GRADE AT CENTERLINE UTILITY CONDUIT (TYP.) STORMWATER TRACT 13 O.S.TRACT 12BLOCK 11 LOT 1A HH >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>WSWS1+001 23.10 23.10 23.10 23.10 23.21 23.65 23.64 23.18 -1.58%-19.06%-2.00%26.26 26.28 26.25 25.97 26.04 26.04 26.17 26.57 25.96 25.96 23.70 24.10 24.49 23.43 472547254724472447 2 5 26.80' 13.01'-1.60%-15.17%-23.18% -18.55 % -14.37 %-4.19%-13.13% 2024COPYRIGHT © MORRISON-MAIERLE, SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY P:\6787\007-PH_2.2+2.3\ACAD\SHEETS\6787.007_ROAD & STORM SHEETS.DWGREVISIONS 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! PLOTTED BY:COOPER KRAUSE ON May/08/2024 NORTHWEST CROSSING SUBDIVISION PH 2.2 BOZEMAN MONTANA ALLEY 2.2 ROADWAY & STORM STA 0+00 TO 4+00 6787.007 3 R-1 RSP CPK MEE 5/8/24 ---- ---- FOR CONSTRUCTIONMAY 202411/8/2023 BRIARWOOD LANE ALLEY 2.2 ALLEY 2.3 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 SURFACE LEGEND EXISTING ASPHALT EXISTING CONCRETE PROPOSED ASPHALT PROPOSED STANDARD CONCRETE SURFACE PROPOSED 6" THICK CONCRETE SURFACE 0 VERT. SCALE IN FEET 0 HORIZ. SCALE IN FEET 1.53 3 6 1530 30 60 TWIN LAKES AVE1 2 TWIN LAKES AVE. SEE SHEET R-5 BRIARWOOD LANE SEE SHEET R-2 ALLEY 2.1 PHASE 2.1 PHASE 2.3 ALLEY 2.2 16' EA-EA 2 D-1 PHASE 2.1 BOUNDARY PHASE 2.1 BOUNDARY PHASE 2.2 CONSTRUCTION LIMITS PHASE 2.2 BOUNDARY ALL PEDESTRIAN RAMPS, SIDEWALK IN CITY PARKS AND SIDEWALK ADJACENT TO CITY PARKS MUST BE 6 INCH THICK CONCRETE. PHASE 2.2 RETENTION POND VOL = 1,447 CF POND BOTTOM = 4723.10 MAX DEPTH = 1.0FT SIDE SLOPES = VARY, 5:1 MAX HIGH GROUND WATER ELEV = 4717.50 RIP RAP 3" TO 6" ANGULAR ROCK SEWER ACCESS ROAD 3 D-1 APPROXIMATE 10-YR WATER SURFACE ELEVATION TWIN LAKES AVEBRIARWOOD LANE 10 205100 SCALE IN FEET 2 6 FT WIDE VALLEY GUTTER THIS RECORD DRAWING HAS BE PREPARED, IN PART, BY INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NO VERIFIED THE ACCURACY AND / COMPLETENESS OF THIS INFORMATION IN ALL INSTANCE AND SHALL NOT BE RESPONSIBL FOR ANY ERRORS OR OMISSION THAT MAY BE INCORPORATED A A RESULT OF INFORMATION PROVIDED BY OTHERS.2024engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOT 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net COOPER KRAUSE 59774 10/2024 ALLEY CONSTRUCTED WITHOUTCONCRETE BORDER (A.B.) RECORD DRAWING CONCRETE CURB NOT INSTALLED(A.B.) APPROXIMATE LAYOUT OF3FT WIDE CONCRETEDRAINAGE CHANNEL (A.B.) NOT INSTALLED PER PLAN.SEE APPROIXIMATELAYOUT ABOVE. (A.B.) CO BLOCK 7 LOT 26 BLOCK 7 LOT 27 BLOCK 7 LOT 24 BLOCK 7 LOT 23 BLOCK 7 LOT 22 BLOCK 7 LOT 25 BLOCK 8 LOT 37 BLOCK 8 LOT 36 BLOCK 8 LOT 35 BLOCK 8 LOT 34 BLOCK 8 LOT 23 BLOCK 8 LOT 22 BLOCK 8 LOT 28 BLOCK 8 LOT 21 BLOCK 8 LOT 27 BLOCK 8 LOT 20 BLOCK 8 LOT 26 BLOCK 8 LOT 19 BLOCK 8 LOT 25 BLOCK 8 LOT 24 BLOCK 8 LOT 38 O.S. TRACT 10 BLOCK 10 LOT 7 BLOCK 10 LOT 8 BLOCK 10 LOT 9 BLOCK 10 LOT 10 STORMWATER TRACT 13 O.S.TRACT 12BLOCK 11 LOT 1B BLOCK 11 LOT 2A BLOCK 11 LOT 2B BLOCK 11 LOT 3A BLOCK 11 LOT 3B BLOCK 11 LOT 1A S0°00'00"E67.50'S90°00'00"W 235.00'N0°00'00"W67.50'S0°00'00"E 135.00'S0°58'19"E60.01'S0°00'00"E 179.76'R=530.00'L=152.36'Δ=16°28'13"GWGWGWGWGWGWGWGWGWGWHH HHBPBPBPBPBPBP BPBPBPBPBPBPBPBPBPBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTNGNGNGNGNGNGNGNGNGNGBP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BPNGNGNGNGNGNGNGNGNGNGNGNGNGNGNG BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BTBPBPBPBPBPBPBPBP BPBPBPBPBPBPNGNGNGNGNGNGNGNGNGNGBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BPBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBT NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG 12SD D >>>>>>>>>>>>>>>8W8W8W8W8W8W8W8W8W8W8W8WDYH 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8WWSWSWSWSWS8S8S8S8S8S8S 8S 8S 8S8S8S8S8S8S8S8S8S8S8S8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS4+005+006+007+008+009+0010+008S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S S S S 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8WWSWSWSWSWSHH HHHH 2 5 5 5 5 5 STA 4+56.60, 0.00' END CONSTRUCTION STA 7+77.04, 0.00' LT MATCH EXISTING 472547254724472447 2 0 3 4723 47 2 5 2 4710 4715 4720 4725 4730 4735 4710 4715 4720 4725 4730 4735 FG-4724.71EG-4722.043+50 FG-4724.46EG-4721.354+00 FG-4723.88EG-4720.97FG-4723.31EG-4721.815+00 FG-4723.48EG-4722.11FG-4724.15EG-4721.876+00 FG-4724.61EG-4721.47FG-4724.86EG-4721.187+00 FG-4725.11EG-4721.17FG-EG-4721.598+00 FG-EG-4722.59FG-EG-4722.819+00 1.34% 0.50%-0.50% -1.14%STA=6+25.00ELEV=4724.49STA=5+17.71ELEV=4723.44STA=4+00.00ELEV=4724.46STA 4+56.60ELEV=4723.81END CONSTRUCTIONSTA 7+77.04ELEV=4725.25END CONSTRUCTIONCL TWIN LAKESUTILITY CONDUIT (TYP.) PROPOSED GRADE AT CENTERLINE EXISTING GROUND AT CENTERLINE DEWATERING CROSSING (TYP.) PROPOSED WATER MAIN (TYP.) PROPOSED SEWER MAIN (TYP.) EXISTING PHASE 2.1 GRADE AT CENTERLINE 2024COPYRIGHT © MORRISON-MAIERLE, SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY P:\6787\007-PH_2.2+2.3\ACAD\SHEETS\6787.007_ROAD & STORM SHEETS.DWGREVISIONS 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! PLOTTED BY:COOPER KRAUSE ON May/08/2024 NORTHWEST CROSSING SUBDIVISION PH 2.2 BOZEMAN MONTANA BRIARWOOD LANE ROADWAY & STORM STA 3+50 TO 9+00 6787.007 4 R-2 RSP CPK MEE 5/8/24 ---- ---- FOR CONSTRUCTIONMAY 202411/8/2023TWIN LAKES AVEBRIARWOOD LANE ALLEY 2.2 ALLEY 2.3 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 SURFACE LEGEND EXISTING ASPHALT EXISTING CONCRETE PROPOSED ASPHALT PROPOSED STANDARD CONCRETE SURFACE PROPOSED 6" THICK CONCRETE SURFACE 0 VERT. SCALE IN FEET 0 HORIZ. SCALE IN FEET 1.53 3 6 1530 30 60 ALLEY 2.2 SEE SHEET R-1 TWIN LAKES AVE. SEE SHEET R-5 ALLEY 2.1 1 X-2 PHASE 2.1 PHAS E 2. 3 BRIARWOOD LANE 35' TBC-TBC 1 D-1 PHASE 2.1 BOUNDARY PHASE 2.2 CONSTRUCTION LIMITS PHASE 2.2 BOUNDARY SEWER ACCESS ROAD 3 D-1 THIS RECORD DRAWING HAS BE PREPARED, IN PART, BY INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NO VERIFIED THE ACCURACY AND / COMPLETENESS OF THIS INFORMATION IN ALL INSTANCE AND SHALL NOT BE RESPONSIBL FOR ANY ERRORS OR OMISSION THAT MAY BE INCORPORATED A A RESULT OF INFORMATION PROVIDED BY OTHERS.2024engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOT 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net COOPER KRAUSE 59774 10/2024 RECORD DRAWING 4718MW TP TP CO CO BLOCK 7 LOT 26 BLOCK 7 LOT 27 BLOCK 7 LOT 11 BLOCK 7 LOT 10 BLOCK 7 LOT 9 BLOCK 7 LOT 24 BLOCK 7 LOT 8 BLOCK 7 LOT 7 BLOCK 7 LOT 6 BLOCK 7 LOT 23 BLOCK 7 LOT 22 BLOCK 7 LOT 25 BLOCK 8 LOT 37 BLOCK 8 LOT 36 BLOCK 8 LOT 35 BLOCK 8 LOT 34 BLOCK 8 LOT 3 BLOCK 8 LOT 2 BLOCK 8 LOT 13 BLOCK 8 LOT 9 BLOCK 8 LOT 1 BLOCK 8 LOT 12 BLOCK 8 LOT 8 BLOCK 8 LOT 18 BLOCK 8 LOT 11 BLOCK 8 LOT 7 BLOCK 8 LOT 17 BLOCK 8 LOT 10 BLOCK 8 LOT 6 BLOCK 8 LOT 16 BLOCK 8 LOT 5 BLOCK 8 LOT 15 BLOCK 8 LOT 4 BLOCK 8 LOT 14 BLOCK 8 LOT 23 BLOCK 8 LOT 22 BLOCK 8 LOT 28 BLOCK 8 LOT 21 BLOCK 8 LOT 27 BLOCK 8 LOT 20 BLOCK 8 LOT 26 BLOCK 8 LOT 19 BLOCK 8 LOT 25 BLOCK 8 LOT 24 BLOCK 8 LOT 38 O.S. TRACT 04 S0°00'00"W 135.00'N90°00'00"E 85.00' S0°00'12"W 60.00' S89°59'58"W 38.00'S0°00'00"E67.50'S90°00'00"W 235.00'N0°00'00"W67.50'N90°00'00"W 30.00'S0°00'00"E 135.00'N0°00'00"E 378.63'GWGWGWGWGWGWGWGWGWGWGWGWHH HH HHHH HHBPBPBPBPBPBPBP BPBPBPBPBPBPBPBPBPBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTNGNGNGNGNGNGNGNGNGNGNGNGBP 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 BPNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNG 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 BTBPBPBPBPBPBPBPBPBPBP BPBPBPBPBPBPNGNGNGNGNGNGNGNGNGNGNGNGBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBP 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 BPBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBT 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 12SD 15SD15SD15SD15SD15SD15SD15SDD12SDD 8W8W8W8W8W8W8W8W8W8W8W8W8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8WDYHWSWSWSWS WSWSWSWSWSWSWSWSWSWSWSWSWSWSWS8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8SSSSSSSSS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS4+005+006+007+008+009+0010+0011+0015SD 12SD 12SD 15SD15SD15SD15SD15SD8W 8W 8WDYHHH HH 23 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 STA 4+56.52, 0.00' LT END CONSTRUCTION STA 10+77.00, 0.00' MATCH EXISTING 47 2 0 4717 2 4705 4710 4715 4720 4725 4730 4705 4710 4715 4720 4725 4730 FG-4721.73EG-4717.634+00 FG-4721.14EG-4719.33FG-4720.56EG-4719.155+00 FG-4720.79EG-4718.69FG-4721.46EG-4718.826+00 FG-4721.93EG-4718.42FG-4722.18EG-4718.747+00 FG-4722.43EG-4718.85FG-4722.76EG-4720.048+00 FG-4723.39EG-4720.37FG-4723.69EG-4721.059+00 FG-4723.98EG-4721.88FG-4723.99EG-4722.7710+00 FG-4723.55EG-4723.14FG-4722.78EG-4722.8011+00 -1.18% -1.57%1.25% 0.60% 1.34% 0.50%STA=5+16.00ELEV=4720.71STA=8+50.00 ELEV=4723.39STA=6+26.65ELEV=4721.82STA=7+89.67 ELEV=4722.63 STA=4+00.00 ELEV=4721.73 VPI STA=10+02.99 VPI ELEV=4724.30 K=55.00 LVC=119.29'VPC STA=9+43.35VPC ELEV=4723.95VPT STA=10+62.63VPT ELEV=4723.37STA 10+77.00ELEV=4723.14MATCH EXISTINGSTA 4+56.52ELEV=4721.05END CONSTRUCTIONCL TWIN LAKESUTILITY CONDUIT (TYP.) PROPOSED GRADE AT CENTERLINE EXISTING GROUND AT CENTERLINE DEWATERING CROSSING (TYP.)PROPOSED WATER MAIN (TYP.) PROPOSED SEWER MAIN (TYP.) 2024COPYRIGHT © MORRISON-MAIERLE, SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY P:\6787\007-PH_2.2+2.3\ACAD\SHEETS\6787.007_ROAD & STORM SHEETS.DWGREVISIONS 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! PLOTTED BY:COOPER KRAUSE ON May/08/2024 NORTHWEST CROSSING SUBDIVISION PH 2.2 BOZEMAN MONTANA WILDWOOD LANE ROADWAY & STORM STA 4+00 TO 11+00 6787.007 5 R-3 RSP CPK MEE 5/8/24 ---- ---- FOR CONSTRUCTIONMAY 202411/8/2023TWIN LAKES AVEWILDWOOD 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 SURFACE LEGEND EXISTING ASPHALT EXISTING CONCRETE PROPOSED ASPHALT PROPOSED STANDARD CONCRETE SURFACE PROPOSED 6" THICK CONCRETE SURFACE 0 VERT. SCALE IN FEET 0 HORIZ. SCALE IN FEET 1.53 3 6 1530 30 60DAYSPRING AVETWIN LAKES AVE. SEE SHEET R-5 1 X-2 1 X-3 1 X-4 PHASE 2.1 PHASE 2.3 WILDWOOD LANE 35' TBC-TBC 1 D-1 PHASE 2.1 BOUNDARY PHASE 2.2 CONSTRUCTION LIMITS PHASE 2.2 BOUNDARY SEWER ACCESS ROAD 3 D-1 THIS RECORD DRAWING HAS BE PREPARED, IN PART, BY INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NO VERIFIED THE ACCURACY AND / COMPLETENESS OF THIS INFORMATION IN ALL INSTANCE AND SHALL NOT BE RESPONSIBL FOR ANY ERRORS OR OMISSION THAT MAY BE INCORPORATED A A RESULT OF INFORMATION PROVIDED BY OTHERS.2024engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOT 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net COOPER KRAUSE 59774 10/2024 WILDWOOD LANE HAS BEEN CHANGED TOCOMPASS LANE. FOR CONTINUITY WITHPREVIOUS SUBMITTALS, THE NAME HAS NOTBEEN CHANGED ON THIS SET OF PLANS. (A.B.) RECORD DRAWING 4718CO PARK BLOCK 7 LOT 11 BLOCK 7 LOT 10 BLOCK 7 LOT 9 BLOCK 7 LOT 8 BLOCK 7 LOT 7 BLOCK 7 LOT 6 BLOCK 8 LOT 3 BLOCK 8 LOT 2 BLOCK 8 LOT 13 BLOCK 8 LOT 9 BLOCK 8 LOT 1 BLOCK 8 LOT 12 BLOCK 8 LOT 8 BLOCK 8 LOT 18 BLOCK 8 LOT 11 BLOCK 8 LOT 7 BLOCK 8 LOT 17 BLOCK 8 LOT 10 BLOCK 8 LOT 6 BLOCK 8 LOT 16 BLOCK 8 LOT 5 BLOCK 8 LOT 15 BLOCK 8 LOT 4 BLOCK 8 LOT 14 O.S. TRACT 04 N90°00'00"W 34.54' S0°00'00"W 60.00' N90°00'00"W 85.00'S0°00'00"W 135.00'N0°00'00"E 378.63'N90°00'00"E 60.00'N0°00'00"EN90°00'00"E 274.00' N90°00'00"W 34.54' R Δ GWGWGWGWGWGWGWGWGWGWGWGWHH HH HHHH HHBP BPBPBPBPBPBPBPBPBPBTBTBTBTBTBTBTBTBTBTNGNGNGNGNGNGNGBPBPBPBPBPBPBPBPNGNGNGNGNGNGBTBTBTBTBTBTBTBTBP 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 BPNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNG 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 BTBPBPBPBP BPBPBPBPBPBPNGNGNGNGNGNGNGNGBTBTBTBTBTBTBTBTBTBTBP 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 BPBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBT NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG 12SD15SD 15SD 15SD 15SD 15SD 15SD 15SD15SD15SD15SD 15SD15SD15SD15SD12SDD D D D15SD 8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8WDYH WSWSWSWSWSWSWSWSWSWS8S8S8S8S8S8S8S8S8S8S8S 8S 8S 8S 8S 8S8S8S8S8S8S8S8S8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S SSSSSSSSSSSSSSSSSSSS8+009+0010+0011+0012+0013+0014+0015+00PC: 15+36.2315SD 12SD 15SD15SD8W 8W8WDYHHH HH HH 2 3 3 5 5 5 5 5 STA 8+63.43, 0.00' END CONSTRUCTION STA 14+60.91, 0.00' MATCH EXISTING SDI 2-5N STA 11+50.91, -16.50 LT INSTALL NEW 3' x 2' STORM DRAIN INLET GRATE @ FL = 4719.37 12" INV OUT (S) = 4716.41 SDMH 2-5 STA 11+50.91, 8.00' RT SDI 2-5S STA 11+50.91, 16.50 RT INSTALL NEW 3' x 2' STORM DRAIN INLET GRATE @ FL = 4719.37 12" INV OUT (N) = 4716.25 SDMH 2-4 STA 9+30.41, 8.00' RT 6.00'5.00' 6.00' TEMP-SDMH 2-5 STA 8+41.00, 7.50' RT46.24 LF 15" PVC PIPE @ 0.75% 4720 4717 471647154716110.00' 2 5 5 5 5 2 24.50 LF 12" @ 1.00% 8.50 LF 12" @ 1.00%FG-4720.87EG-4716.837+50 FG-4721.12EG-4715.598+00 FG-4720.88EG-4716.69FG-4720.34EG-4716.379+00 FG-4720.51EG-4715.81FG-4721.02EG-4716.5210+00 FG-4720.92EG-4716.92FG-4720.30EG-4717.2711+00 FG-4719.90EG-4717.16FG-4720.14EG-4717.6912+00 FG-4720.68EG-4718.47FG-4720.94EG-4719.4713+00 FG-4721.19EG-4720.63FG-4721.44EG-4721.3614+00 FG-4721.69EG-4721.06FG-EG-4720.4515+00INV-INV-INV-INV-INV-4714.74INV-4715.04INV-4715.34INV-4715.64INV-INV-INV-INV-INV-INV-INV-INV-0.50%1.25% 0.50% -0.50% -1.50% 0.50%-0.50%-0.50%0.50%-1.50%-0.50%0.50%0.50%1.50%STA=12+11.89ELEV=4720.20STA=12+51.89ELEV=4720.70STA=11+50.91ELEV=4719.90STA=11+15.00ELEV=4720.08STA=10+15.07ELEV=4721.10STA=10+63.20ELEV=4720.86STA=8+59.90 ELEV=4720.83STA=8+01.51ELEV=4721.13STA=8+89.41ELEV=4720.39STA=9+07.43ELEV=4720.30STA=9+22.91ELEV=4720.38STA=9+56.41ELEV=4720.55STA=9+81.94ELEV=4720.93STA 8+63.43ELEV=4720.78END CONSTRUCTIONSTA 14+60.91ELEV=4721.75MATCH EXISTINGPROPOSED GRADE AT CENTERLINE EXISTING GROUND AT CENTERLINE DEWATERING CROSSING (TYP.) PROPOSED WATER MAIN (TYP.) PROPOSED SEWER MAIN (TYP.) 4705 4710 4715 4720 4725 4730 4705 4710 4715 4720 4725 4730 UTILITY CONDUIT (TYP.) SDMH 2-4 NEW 48" Ø MANHOLE STA 9+30.41, RIM = 4720.28 15" INV IN (S) = 4715.28 15" INV IN (E) = 4715.28 15" INV OUT (N) = 4715.28 DEPTH = 5.75' (SUMP = 0.75')SDMH 2-5 NEW 48" Ø MANHOLE STA 11+50.91, RIM = 4719.66 12" INV IN (N) = 4716.18 12" INV IN (S) = 4716.18 15" INV OUT (W) = 4715.93 DEPTH = 4.48' (SUMP = 0.75') 216.50 LF 15" PVC PIPE @ 0.30% 2024COPYRIGHT © MORRISON-MAIERLE, SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY P:\6787\007-PH_2.2+2.3\ACAD\SHEETS\6787.007_ROAD & STORM SHEETS.DWGREVISIONS 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! PLOTTED BY:COOPER KRAUSE ON May/08/2024 NORTHWEST CROSSING SUBDIVISION PH 2.2 BOZEMAN MONTANA TOUCHSTONE DRIVE ROADWAY & STORM STA 7+50 TO 15+00 6787.007 6 R-4 RSP CPK MEE 5/8/24 ---- ---- 2 REVISION FOR CONSTRUCTION 05/08/2024 CPK FOR CONSTRUCTIONMAY 202411/8/2023TWIN LAKES AVETOUCHSTONE DRIVE 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 SURFACE LEGEND EXISTING ASPHALT EXISTING CONCRETE PROPOSED ASPHALT PROPOSED STANDARD CONCRETE SURFACE PROPOSED 6" THICK CONCRETE SURFACE 0 VERT. SCALE IN FEET 0 HORIZ. SCALE IN FEET 1.53 3 6 1530 30 60 DAYSPRING AVETWIN LAKES AVE. SEE SHEET R-6 1 X-3 1 X-4 PHASE 2.1 PHA S E 2. 3 TOUCHSTONE DRIVE 35' TBC-TBC 1 D-1 FUTURE PHASE LINE PHASE 2.1 BOUNDARY PHASE 2.2 CONSTRUCTION LIMITS PHASE 2.2 BOUNDARY ALL PEDESTRIAN RAMPS, SIDEWALK IN CITY PARKS AND SIDEWALK ADJACENT TO CITY PARKS MUST BE 6 INCH THICK CONCRETE. SEWER ACCESS ROAD 3 D-1 2 2 THIS RECORD DRAWING HAS BE PREPARED, IN PART, BY INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NO VERIFIED THE ACCURACY AND / COMPLETENESS OF THIS INFORMATION IN ALL INSTANCE AND SHALL NOT BE RESPONSIBL FOR ANY ERRORS OR OMISSION THAT MAY BE INCORPORATED A A RESULT OF INFORMATION PROVIDED BY OTHERS.2024engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOT 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net COOPER KRAUSE 59774 10/2024 RECORD DRAWING 4718 MWMWTPTPCOCOMWBLOCK 7LOT 9BLOCK 7LOT 24BLOCK 7LOT 8BLOCK 7LOT 25BLOCK 8LOT 37BLOCK 8LOT 36BLOCK 8LOT 3BLOCK 8LOT 2BLOCK 8LOT 1BLOCK 8LOT 18BLOCK 8LOT 17BLOCK 8LOT 16BLOCK 8LOT 21BLOCK 8LOT 20BLOCK 8LOT 19BLOCK 8LOT 38O.S.TRACT 10O.S.TRACT 11BLOCK 10LOT 13BLOCK 10LOT 12BLOCK 10LOT 11BLOCK 10LOT 9BLOCK 10LOT 10STORMWATERTRACT 13O.S. TRACT 12 BLOCK 11LOT 8ABLOCK 11LOT 8BBLOCK 11LOT 9ABLOCK 11LOT 1BBLOCK 11LOT 2ABLOCK 11LOT 1AN90°00'00"W 191.88'S16°28'13"E 48.54'S78°41'34"W60.24'N16°28'13"W 33.49' N16°28'1 3 " W 1 3 2 . 5 5 ' R =5 3 0.00 ' L=152.36' Δ =16°28'13" N0°00'00"E 378.63'N90°00'00"E60.00'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 GWGWGW GW HHHHHHHHHHHHBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGBPBPBPBPBPBPBPBPBPBPBPNGNGNGNGNGNGNGNGBTBTBTBTBTBTBTBTBTBTBTBPBPBPBPBPBPBPBPBPBPBPNGNGNGNGNGNGNGNGBTBTBTBTBTBTBTBTBTBTBTBPBPBPBPBPBPBPBPBPBPNGNGNGNGNGNGNGNGBTBTBTBTBTBTBTBTBTBTBTBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBPBPBPBPBPBPBPBPBTBTBTBTBTBTBTBTNGNGNGNGNGNGBPBPBPBPBPBPBPBPBPBPBPBTBTBTBTBTBTBTBTBTBTBTNGNGNGNGNGNGNGNGBPBPBPBPBPBPBPBPBPBPBPBTBTBTBTBTBTBTBTBTBTBTNGNGNGNGNGNGNGNG12SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SDD12SDDD>>>>>>>>>>>>>>>D15SD8W8W8W8W8W8W8W8W8W8W8W 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 8WDYH8W8W8W 8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8WDYHDYH WSWSWSWS WS WS WSWSWSWS WS WS WS 8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8SSS SS SS SSSSSSSSSSSSSSSS SS SS SSSS SS SS SS SS SS SS 1+002+003+004+005+006+007+008+00PC: 2+69.16PT: 4+12.89ESDESDESDDESDESDESDESDESDESD DESD D8W 8W 8W 8W 8W8W8W8W8W8W8W8W8W 8W8W8W8W8WWS FIRE WSFIRE 8S 8S 12S12S12S12S12S12S12S12S12S12S12S1 2 3 1 2 2 2 3 3 3 5 5 5 5 5 5 5 5 5 5 5 5 STA 8+21.00, 0.00' END TYPICAL SECTION, BEGIN SEWER ACCESS ROAD SDMH 2-3 STA 6+87.25, 7.50' RT SDI 2-3E STA 6+87.25, 16.50 RT INSTALL NEW DOUBLE 6' x 2' DOUBLE INLET GRATE @ FL = 4718.95 12" INV OUT (W) = 4716.06 SDI 2-3W STA 6+87.25, -16.50 LT INSTALL NEW STORM DRAIN INLET GRATE @ FL = 4718.95 12" INV OUT (E) = 4716.21 SDMH 2-2 STA 4+97.04, 7.50' RT SDI 2-1E STA 4+97.04, 16.50 RT INSTALL NEW 6' x 2' DOUBLE INLET GRATE @ FL = 4721.15 12" INV OUT (W) = 4717.92 SDI 2-1W STA 4+97.04, -16.50 LT INSTALL NEW 3' x 2' STORM DRAIN INLET GRATE @ FL = 4721.15 12" INV OUT (E) = 4718.07 SDMH 2-4 STA 7+53.52, 7.50' RT 6.00'4725 4725 4724 4724 6.00 LF 12" PVC @ 1.00% 24.00 LF 12" @ 1.00% 6.00 LF 12" PVC @ 1.00% 21.00 LF 12" PVC @ 1.00% 4725 472047174723472447254705 4710 4715 4720 4725 4730 4705 4710 4715 4720 4725 4730 FG-EG-4724.480+50 FG-EG-4724.291+00 FG-4728.40EG-4724.30FG-4727.18EG-4724.032+00 FG-4725.97EG-4723.49FG-4724.75EG-4722.893+00 FG-4723.76EG-4722.20FG-4723.04EG-4721.614+00 FG-4722.34EG-4720.76FG-4721.64EG-4720.125+00 FG-4720.94EG-4719.33FG-4720.21EG-4718.366+00 FG-4719.67EG-4717.39FG-4719.55EG-4716.867+00 FG-4720.21EG-4716.42FG-4719.77EG-4715.958+00 FG-4718.89EG-4715.068+50INV-INV-INV-INV-INV-INV-INV-INV-INV-INV-4717.60INV-4717.10INV-4716.60INV-4716.10INV-4715.67INV-4715.29INV-4714.95INV--2.44% -1.50% -0.50% -1.50% -1.40% 0.50% -1.50% -2.14% 1.50% STA=1+04.79 ELEV=4729.50 STA=3+25.19ELEV=4724.13STA=6+28.84 ELEV=4719.78 STA=6+87.25ELEV=4719.49STA=3+71.47ELEV=4723.44STA=5+66.52ELEV=4720.71STA=7+09.32ELEV=4719.60STA=7+95.02ELEV=4719.88STA=8+21.00ELEV=4719.32EXISTING GROUND AT CENTERLINE PROPOSED GRADE AT CENTERLINE DEWATERING (TYP.) PROPOSED SEWER MAIN (TYP.) PROPOSED WATER MAIN (TYP.) END TYPICAL SECTION, BEGIN SEWER ACCESS ROAD SDMH 2-2 NEW 48" Ø MANHOLE STA 4+97.04, RIM = 4721.46 12" INV IN (E) = 4717.86 12" INV IN (W) = 4717.86 15" INV OUT (N) = 4717.61 DEPTH = 4.60' (SUMP = 0.75') 186.23 LF 15" PVC PIPE @ 1 . 0 0 % SDMH 2-3 NEW 48" Ø MANHOLE STA 6+87.25, RIM = 4719.26 15" INV IN (S) = 4715.75 12" INV IN (W) = 4716.00 12" INV IN (E) = 4716.00 15" INV OUT (N) = 4715.75 DEPTH = 4.26' (SUMP = 0.75') 62.28 LF 15" PVC PIPE @ 0.75 % SDMH 2-4 NEW 48" Ø MANHOLE STA 7+53.52, RIM = 4720.28 15" INV IN (S) = 4715.28 15" INV IN (E) = 4715.28 15" INV OUT (N) = 4715.28 DEPTH = 5.75' (SUMP = 0.75') 83.49 LF 15" PVC PIPE @ 0.74 % MATCH EXISTING ℄ BRIARWOOD LANE℄ WILDWOOD LANE℄ TOUCHSTONE DRIVESTA 7+61.52ELEV=4720.38EXISTING PHASE 1 SURFACE TEMP-SDMH 2-5 NEW 48" Ø MANHOLE STA 8+41.00, RIM = 4718.92 15" INV IN (S) = 4714.66 15" INV OUT (W) = 4714.66 DEPTH = 5.01' (SUMP = 0.75') 2024COPYRIGHT © MORRISON-MAIERLE, SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY P:\6787\007-PH_2.2+2.3\ACAD\SHEETS\6787.007_ROAD & STORM SHEETS.DWGREVISIONS 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! PLOTTED BY:COOPER KRAUSE ON May/08/2024 NORTHWEST CROSSING SUBDIVISION PH 2.2 BOZEMAN MONTANA TWIN LAKES AVENUE ROADWAY & STORM STA 0+50 TO 8+00 6787.007 7 R-5 RSP CPK MEE 5/8/24 ---- ---- 2 REVISION FOR CONSTRUCTION 05/08/2024 CPK FOR CONSTRUCTIONMAY 202411/8/2023 TWIN LAKES AVE BRIARWOOD LANEWILDWOOD LANETOUCHSTONE DRIVEALLEY 2.2ALLEY 2.3KEY 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 SURFACE LEGEND EXISTING ASPHALT EXISTING CONCRETE PROPOSED ASPHALT PROPOSED STANDARD CONCRETE SURFACE PROPOSED 6" THICK CONCRETE SURFACE 0 VERT. SCALE IN FEET 0 HORIZ. SCALE IN FEET 1.53 3 6 1530 30 60 BRIARWOOD LANE SEE SHEET R-2 ALLEY 2.2 SEE SHEET R-1 WILDWOOD LANE SEE SHEET R-3 TOUCHSTONE DRIVE SEE SHEET R-4 TWIN LAKES AVE. SEWER ACCESS ROAD SEE SHEET R-61 X-3 1 X-4 1 X-2 PHASE 2.3 TWIN LAKES AVENUE 35' TBC-TBC 1 D-1 1 X-1 PHASE 2.2 CONSTRUCTION LIMITS PHASE 2.2 BOUNDARY ALL PEDESTRIAN RAMPS, SIDEWALK IN CITY PARKS AND SIDEWALK ADJACENT TO CITY PARKS MUST BE 6 INCH THICK CONCRETE. 6.00' 5.00' 6.00' 5.00' 2 2 2 2 THIS RECORD DRAWING HAS BE PREPARED, IN PART, BY INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NO VERIFIED THE ACCURACY AND / COMPLETENESS OF THIS INFORMATION IN ALL INSTANCE AND SHALL NOT BE RESPONSIBL FOR ANY ERRORS OR OMISSION THAT MAY BE INCORPORATED A A RESULT OF INFORMATION PROVIDED BY OTHERS.2024engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOT 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net COOPER KRAUSE 59774 10/2024 WILDWOOD LANE HAS BEEN CHANGED TOCOMPASS LANE. FOR CONTINUITY WITHPREVIOUS SUBMITTALS, THE NAME HAS NOTBEEN CHANGED ON THIS SET OF PLANS. (A.B.) RECORD DRAWING COCOCOCON90°00'00"E60.00'GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GWGWGWGWGWGW GW GW GW GW GW GW GW GW GW HHHHBPBPBPBPBPBTBTBTBTBTNGNGNGNGBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPNGNGNGNGNGNGNGNGNGNGNGNGBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBPBPBPBPBPBPBPBPBPBPNGNGNGNGNGNGNGBTBTBTBTBTBTBTBTBTBTBPBPBPBPBPNGNGNGNGBTBTBTBTBTBPBPBPBPBTBTBTBTNGNGNG15SD15SD15SD15SD15SD15SD15SD15SD15SDDD15SD8W8W8W8W8W8W8W8W 8W 8W 8W 8W DYHWS WS WS 8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S 8S 8S8S8S8S8SSS SS 8+009+0010+0011+0012+0013+0014+0015+0015+153 2 3 STA 8+21.00, 0.00' END TYPICAL SECTION, BEGIN SEWER ACCESS ROAD6.00'TEMP-SDMH 2-5 STA 8+41.00, 7.50' RT 46.24 LF 15" PVC PIPE @ 0.75% 47 1 5 110.00'85.00'4695 4700 4705 4710 4715 4720 4695 4700 4705 4710 4715 4720 FG-4719.77EG-4715.958+00 FG-4718.89EG-4715.06FG-4718.14EG-4714.299+00 FG-4717.39EG-4713.79FG-4716.64EG-4713.6310+00 FG-4715.89EG-4712.77FG-4715.18EG-4712.2611+00 FG-4714.54EG-4711.91FG-4713.91EG-4711.6512+00 FG-4713.27EG-4711.68FG-4712.64EG-4711.1713+00 FG-4712.00EG-4710.70FG-4711.75EG-4710.0214+00 FG-4711.72EG-4709.79FG-4712.01EG-4711.6915+00INV-4714.95INV-INV-INV-INV-INV-INV-INV-INV-INV-INV-INV-INV-INV-INV--2.76% -1.74% -1.33% -0.51%1.56% STA=8+21.00 ELEV=4719.32 STA=14+77.66ELEV=4711.65STA=10+77.54 ELEV=4714.35 STA=13+41.62ELEV=4710.83STA=14+62.22ELEV=4711.50UTILITY CONDUIT (TYP.) PROPOSED SEWER MAIN (TYP.) PROPOSED SEWER ACCESS GRADE AT CENTERLINE DEWATERING (TYP.) EXISTING GROUND AT CENTERLINE TEMP-SDMH 2-5 NEW 48" Ø MANHOLE STA 8+41.00, RIM = 4718.92 15" INV IN (S) = 4714.66 15" INV OUT (W) = 4714.66 DEPTH = 5.01' (SUMP = 0.75') 2024COPYRIGHT © MORRISON-MAIERLE, SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY P:\6787\007-PH_2.2+2.3\ACAD\SHEETS\6787.007_ROAD & STORM SHEETS.DWGREVISIONS 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! PLOTTED BY:COOPER KRAUSE ON May/08/2024 NORTHWEST CROSSING SUBDIVISION PH 2.2 BOZEMAN MONTANA TWIN LAKES AVENUE (GRAVEL SECTION) ROADWAY & STORM STA 8+00 TO 15+00 6787.007 8 R-6 RSP CPK MEE 5/8/24 ---- ---- 1 ADDRESS CITY COMMENTS 01/02/2024 CGM FOR CONSTRUCTIONMAY 20240 VERT. SCALE IN FEET 0 HORIZ. SCALE IN FEET 1.53 3 6 1530 30 60 11/8/2023 TWIN LAKES AVE TOUCHSTONE DRIVEKEY 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 SURFACE LEGEND EXISTING ASPHALT EXISTING CONCRETE PROPOSED ASPHALT PROPOSED STANDARD CONCRETE SURFACE PROPOSED 6" THICK CONCRETE SURFACE FUTURE ROADBAXTER LANETOUCHSTONE DRIVE SEE SHEET R-4 PHASE 2.2 FUTURE PHASE PHASE 2.3 TWIN LAKES AVENUE SEWER ACCESS ROAD 35' TBC-TBC 3 D-1 END TYPICAL SECTION, BEGIN SEWER ACCESS ROAD FUTURE PHASE LINE SEWER ACCESS GRAVEL ROAD GRADING EXTENTS (TYP.) PHASE 2.2 CONSTRUCTION LIMITS PHASE 2.2 BOUNDARY ALL PEDESTRIAN RAMPS, SIDEWALK IN CITY PARKS AND SIDEWALK ADJACENT TO CITY PARKS MUST BE 6 INCH THICK CONCRETE. CONCRETE FETS WITH RIP RAP INV= 4714.31 SWALE TO POND @ 1.77% TEMPORARY RETENTION POND VOL = 8,766 CF POND BOTTOM = 4714.00 TOP BANK = 4715.00 SIDE SLOPES = 5:1 HIGH GROUND WATER ELEV = ±4712.2 INSTALL 45 LF 12" CMP CULVERT. MATCH GRADE OF EXISTING DITCH 1 THIS RECORD DRAWING HAS BE PREPARED, IN PART, BY INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NO VERIFIED THE ACCURACY AND / COMPLETENESS OF THIS INFORMATION IN ALL INSTANCE AND SHALL NOT BE RESPONSIBL FOR ANY ERRORS OR OMISSION THAT MAY BE INCORPORATED A A RESULT OF INFORMATION PROVIDED BY OTHERS.2024engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOT 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net COOPER KRAUSE 59774 10/2024 RECORD DRAWING MW MW TP TP TP TP MW PARK N90°00'00"W 34.54' S0°00'00"W 60.00' N90°00'00"W 85.00'S0°00'00"W 135.00'N90°00'00"E 85.00' S0°00'12"W 60.00' S89°59'58"W 38.00'S0°00'00"E67.50'S90°00'00"W 235.00'N0°00'00"W67.50'N90°00'00"W 30.00'S0°00'00"E 135.00'S0°58'19"E60.01'S0°00'00"E 179.76'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'N16°28'13"W 132.55'R=530.00'L=152.36'Δ=16°28'13"N0°00'00"E 378.63'N90°00'00"E 60.00'N0°00'00"EN90°00'00"E 274.00' N90°00'00"W 34.54' R=810.00' L=42.05' Δ=2°58'28"GWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWHH HH HH HH HH HH HHHH HH HHHH HH 371 557 751 1017 826 15SD 15SD 15SD 15SD 15SD15SD15SD 15SD15SD15SD15SD15SD15SDD D D D >>>>>>>>>>>D15SD 8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W 8W 8W 8W 8W 8W 8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8WDYH8W 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 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W8W8W 8W8WDYH DYHWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWS8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S 8S 8S 8S 8S8S8S8S8S8S8S8S8S 8S 8S 8S 8S 8S 8S 8S 8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S8S8S 8S8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8SSSSSSSSSSSSSSSSSSSSS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS8S0+001+002+003+004+005+006+003+004+005+005+653+004+005+006+007+008+009+0010+0011+007+008+009+0010+0011+0012+0013+0014+0015+001+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 3+004+005+006+007+008+009+0010+0011+008W8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 12S 12S 12S 12S 12S 12S 12S 12S 12S 12S 12S 12S15SD15SD15SD8S8S8S8S8S8S8S8S8S8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S S SS S S 8W8W8W8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W8W WSWSDYHDYHDYHWSWSWSHH HH HH HH HH HH HH HH HH HH HH HH 3.00' 2.00'1.00' 2024COPYRIGHT © MORRISON-MAIERLE, SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY P:\6787\007-PH_2.2+2.3\ACAD\SHEETS\6787.007_SIGNAGE & STRIPING.DWGREVISIONS 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! PLOTTED BY:COOPER KRAUSE ON May/08/2024 NORTHWEST CROSSING SUBDIVISION PH 2.2 BOZEMAN MONTANA SIGNAGE AND STRIPING 6787.007 9 ST-1 RSP CPK MEE 5/8/24 ---- ---- 1 ADDRESS CITY COMMENTS 01/02/2024 CGM FOR CONSTRUCTIONMAY 202411/8/2023TWIN LAKES AVER7-1R 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 40 8020400 SCALE IN FEET ALLEY 2.3 ALLEY 2.2 BRIARWOOD LANE WILDWOOD LANE TOUCHSTONE DRIVE DAYSPRING AVETIMEANYPARKINGNOTIMEANYPARKINGNOTIMEANYPARKINGNOTIMEANYPARKINGNOWildwood LnWildwood Ln Twin Lakes AveTwin Lakes AveSTOPTIMEANYP A R K IN GNOTIMEANYPARKINGNO TIMEANYPARKINGNOTIMEANYP A R K INGNOBriarwood LnBriarwood Ln Twin Lakes AveTwin Lakes AveSTOPBriarwood LnBriarwood Ln Twin Lakes AveTwin Lakes AveSTOPTwin Lakes AveTwin Lakes AveTouchstone DrTouchstone Dr STOPTwin Lakes AveTwin Lakes AveTouchstone DrTouchstone DrSTOP TIMEANYPARKINGNOTIMEANYPARKINGNOTIMEANYPARKINGNOTIMEANYPARKINGNOBriarwood LnBriarwood Ln Twin Lakes AveTwin Lakes AveSTOP1 1 1 1TIMEANYPARKINGNO TIMEANYPARKINGNO TIMEANYPARKINGNOTIMEANYPARKINGNOTIMEANYPARKINGNOTIMEANYPARKINGNOTIMEANYPARKINGNOTIMEANYPARKINGNO TIMEANYPARKINGNOTIMEANYPARKINGNO TIMEANYPARKINGNOTIMEANYPARKINGNOTIMEANYPARKINGNOTIMEANYPARKINGNOTIMEANYPARKINGNO TIMEANYPARKINGNOTIMEANYPARKINGNO TIMEANYPARKINGNOTIMEANYPARKINGNOTIMEANYPARKINGNOTIMEANYPARKINGNOTIMEANYPARKINGNOTIMEANYPARKINGNOTIMEANYPARKINGNO 1 THIS RECORD DRAWING HAS BE PREPARED, IN PART, BY INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NO VERIFIED THE ACCURACY AND / COMPLETENESS OF THIS INFORMATION IN ALL INSTANCE AND SHALL NOT BE RESPONSIBL FOR ANY ERRORS OR OMISSION THAT MAY BE INCORPORATED A A RESULT OF INFORMATION PROVIDED BY OTHERS.2024engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOT 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net COOPER KRAUSE 59774 10/2024 WILDWOOD LANE HAS BEEN CHANGED TOCOMPASS LANE. FOR CONTINUITY WITHPREVIOUS SUBMITTALS, THE NAME HAS NOTBEEN CHANGED ON THIS SET OF PLANS. (A.B.) COMPASS (A.B.) RECORD DRAWING O.S. TRACT 10 O.S. TRACT 11 BLOCK 10 LOT 15 BLOCK 10 LOT 14 BLOCK 10 LOT 13 BLOCK 10 LOT 12 BLOCK 10 LOT 11 BLOCK 10 LOT 7 BLOCK 10 LOT 8 BLOCK 10 LOT 9 BLOCK 10 LOT 10 STORMWATER TRACT 13 O.S.TRACT 12BLOCK 11 LOT 8A BLOCK 11 LOT 8B BLOCK 11 LOT 9B BLOCK 11 LOT 9A BLOCK 11 LOT 10B BLOCK 11 LOT 10A BLOCK 11 LOT 1B BLOCK 11 LOT 2A BLOCK 11 LOT 2B BLOCK 11 LOT 3A BLOCK 11 LOT 3B BLOCK 11 LOT 1A S0°58'19"E60.01'S0°00'00"E 179.76'N90°00'00"W 191.88' S78°41'34"W N16°28'13"W 33.49'N16°28'13"W 132.55'R=530.00'L=152.36'Δ=16°28'13"GWGWGWGWGWGWGWGWGWGWGWHH 371BPBPBP BPBPBPBPBPBPBPBPBPBPBPBPBPBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTNGNGNGNGNGNGNGNGNGNGNGBP 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 BTBPBPBP BPBPBPBPBPBPBPBPBPBPBPBPNGNGNGNGNGNGNGNGNGNGNGBTBTBTBTBTBTBTBTBTBTBTBTBTBTBT>>>>>>>>>>>>>>>8W8W8W8W8W8W8W8W8W8W8WDYH8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8WWSWSWSWSWS8S8S8S8S8S8S 8S 8S 8S8S8S8S8S8S8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS0+001+002+003+004+008W8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S S S 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8WWSWSWSWSHH HHHH EX-SSMH 1-8 STA 2+74.52, 5.50' RT ROTATE RIM TO NORTH SEE DETAIL 5/D-1SSMH 3-8 STA 4+80.62, 5.50' RT ROTATE RIM TO NORTH SEE DETAIL 5/D-1 SSMH 2-14 STA 0+90.29, 5.50' RT ROTATE RIM TO NORTH SEE DETAIL 5/D-1 SSMH 2-8 STA 0+29.00, 4.87' RT 4" S EW E R S E R V S T A 0 + 9 7 . 7 9 - 1 6 . 5 ' R T 4" S EW E R S E R V S T A 1 + 5 9 . 9 6 - 1 6 . 5 ' R T 4" S EW E R S E R V S T A 1 + 4 5 . 9 6 - 1 6 . 5 ' R T 4" S EW E R S E R V S T A 2 + 2 2 . 1 3 - 1 6 . 5 ' R T 4" S EW E R S E R V S T A 2 + 0 8 . 1 3 - 1 6 . 5 ' R T 4" S EW E R S E R V S T A 2 + 7 0 . 2 9 - 1 6 . 5 ' R T 4710 4715 4720 4725 4730 4735 4710 4715 4720 4725 4730 4735 FG-4726.31EG-4723.660+00 FG-4726.19EG-4723.48FG-4726.31EG-4723.271+00 FG-4726.81EG-4723.27FG-4727.43EG-4723.112+00 FG-4728.22EG-4723.01FG-EG-4722.433+00 FG-EG-4723.56FG-EG-4724.224+00INV-INV-INV-4721.16INV-4720.93INV-4720.71INV-4720.48INV-4720.05INV-4719.81INV-4719.56PROPOSED GRADE AT CENTERLINE EXISTING GROUND AT CENTERLINE PROPOSED WATER MAIN (TYP.) 180.23 LF 8" SDR 35 PVC SEWER PIPE @ 0.45% 5.0' MIN COVER (TYP.) EXISTING PHASE 2.1 GRADE AT CENTERLINE SEWER SERVICE (TYP.) CROSSING WATER SERVICE (TYP.) EX-SSMH 1-8 CONNECT TO EX. 48" Ø MANHOLE STA 2+74.52 RIM ELEV = 4728.75 8" INV IN (W) = 4720.38 8" INV OUT (E) = 4720.18 DEPTH = 8.56' SSMH 2-14 INSTALL NEW 48" Ø MANHOLE STA 0+90.29 RIM ELEV = 4726.33 8" INV OUT (E) = 4721.19 DEPTH = 5.14' 4705 4710 4715 4720 4725 4730 FG-4727.12EG-4723.32FG-4726.90EG-4723.514+00 FG-4726.53EG-4721.91FG-4726.15EG-4723.495+00 FG-4725.67EG-4723.445+50INV-4714.37INV-4714.15INV-4713.92INV-4713.48INV-DEWATERING CROSSING (TYP.) PROPOSED WATER MAIN (TYP.) SSMH 2-8 INSTALL NEW 48" Ø MANHOLE STA 5+39.76 RIM ELEV = 4726.34 8" INV IN (W) = 4713.10 8" INV OUT (N) = 4712.90 DEPTH = 13.44' 57.69 LF 8" SDR 35 PVC SEWER PIPE @ 0.96% SSMH 3-8 INSTALL NEW 60" Ø INSIDE DROP MANHOLE STA 4+80.62 RIM ELEV = 4726.41 8" INV IN (W) = 4717.79 8" INV OUT (E) = 4713.65 DEPTH = 12.76' WATER CROSSING 18" MIN. SEPARATION STUB AND END CAP TO WEST 2024COPYRIGHT © MORRISON-MAIERLE, SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY P:\6787\007-PH_2.2+2.3\ACAD\SHEETS\6787.007_SEWER SHEETS.DWGREVISIONS 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! PLOTTED BY:COOPER KRAUSE ON May/08/2024 NORTHWEST CROSSING SUBDIVISION PH 2.2 BOZEMAN MONTANA ALLEY 2.2 SEWER STA 0+00 TO 4+00 6787.007 10 SS-1 RSP CPK MEE 5/8/24 ---- ---- 1 ADDRESS CITY COMMENTS 01/02/2024 2 05/08/2024CPK CGM 2 REVISION FOR CONSTRUCTION FOR CONSTRUCTIONMAY 202411/8/2023 ALLEY 2.2 INSTALL 180 LF 8" SDR 35 PVC SEWER PIPE TYPE A TRENCH BACKFILL & TYPE 1 BEDDING STA 0+00 TO 4+00 0 VERT. SCALE IN FEET 0 HORIZ. SCALE IN FEET 1.53 3 6 1530 30 60 BRIARWOOD LANE TWIN LAKES AVEALLEY 2.2 ALLEY 2.3 ALLEY 2.1 TWIN LAKES AVE. SEWER SEE SHEET SS-5 BRIARWOOD LANE SEWER SEE SHEET SS-2 PHASE 2.3 PHASE 2.1 BOUNDARY PHASE 2.1 BOUNDARY PHASE 2.2 CONSTRUCTION LIMITS PHASE 2.2 BOUNDARY ALLEY 2.3 INSTALL 58 LF 8" SDR 35 PVC SEWER PIPE TYPE A TRENCH BACKFILL & TYPE 1 BEDDING STA 4+26 TO 5+40 1 1 THIS RECORD DRAWING HAS BE PREPARED, IN PART, BY INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NO VERIFIED THE ACCURACY AND / COMPLETENESS OF THIS INFORMATION IN ALL INSTANCE AND SHALL NOT BE RESPONSIBL FOR ANY ERRORS OR OMISSION THAT MAY BE INCORPORATED A A RESULT OF INFORMATION PROVIDED BY OTHERS.2024engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOT 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net COOPER KRAUSE 59774 10/2024 RECORD DRAWING BLOCK 7 LOT 26 BLOCK 7 LOT 27 BLOCK 7 LOT 24 BLOCK 7 LOT 23 BLOCK 7 LOT 22 BLOCK 7 LOT 25 BLOCK 8 LOT 37 BLOCK 8 LOT 36 BLOCK 8 LOT 35 BLOCK 8 LOT 34 BLOCK 8 LOT 23 BLOCK 8 LOT 22 BLOCK 8 LOT 28 BLOCK 8 LOT 21 BLOCK 8 LOT 27 BLOCK 8 LOT 20 BLOCK 8 LOT 26 BLOCK 8 LOT 19 BLOCK 8 LOT 25 BLOCK 8 LOT 24 BLOCK 8 LOT 38 O.S. TRACT 10 BLOCK 10 LOT 7 BLOCK 10 LOT 8 BLOCK 10 LOT 9 BLOCK 10 LOT 10 STORMWATER TRACT 13 O.S.TRACT 12BLOCK 11 LOT 1B BLOCK 11 LOT 2A BLOCK 11 LOT 2B BLOCK 11 LOT 3A BLOCK 11 LOT 3B BLOCK 11 LOT 1A S0°00'00"E67.50'S90°00'00"W 235.00'N0°00'00"W67.50'S0°00'00"E 135.00'S0°58'19"E60.01'S0°00'00"E 179.76'R=530.00'L=152.36'Δ=16°28'13"GWGWGWGWGWGWGWGWGWGWHH HH 371BPBPBPBPBPBPBPBPBP BPBPBPBPBPBPBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTNGNGNGNGNGNGNGNGNGNGBP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BPNGNGNGNGNGNGNGNGNGNGNGNGNGNGNG BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BTBPBPBPBPBPBPBPBP BPBPBPBPBPBPNGNGNGNGNGNGNGNGNGNGBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BPBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBT NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG 12SD D >>>>>>>>>>>>>>>8W8W8W8W8W8W8W8W8W8W8W8WDYH 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8WWSWSWSWSWS8S8S8S8S8S8S 8S 8S 8S8S8S8S8S8S8S8S8S8S8S8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS4+005+006+007+008+009+0010+008S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S S S S 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8WWSWSWSWSWSHH HHHH SSMH 2-13 STA 7+74.93, 6.00' RT SSMH 3-6 STA 3+72.00, 6.00' RT SSMH 2-7 STA 5+18.25, 6.00' RT EXISTING SSMH 1-5 STA 8+26.10, 6.00' RT4" SEWER SERVSTA 5+66.00 - 36.5' LT4" SEWER SERVSTA 6+60.00 - 36.5' LT4" SEWER SERVSTA 6+40.00 - 36.5' LT 4" S E W E R S E R V ST A 6 + 4 5 . 6 0 - 3 6 . 5 ' R T 4" S E W E R S E R V ST A 6 + 2 7 . 6 0 - 3 6 . 5 ' R T 4" S E W E R S E R V ST A 7 + 0 7 . 7 7 - 3 6 . 5 ' R T 4" S E W E R S E R V ST A 6 + 8 9 . 7 7 - 3 6 . 5 ' R T 4" SEWER SERVSTA 7+54.00 - 36.5' LT4" SEWER SERVSTA 7+34.00 - 36.5' LT4" S E W E R S E R V ST A 7 + 6 9 . 9 3 - 3 6 . 5 ' R T 4" S E W E R S E R V ST A 7 + 5 1 . 9 3 - 3 6 . 5 ' R T4" SEWER SERVSTA 3+82.00 - 36.5' L T 4" SEWER SERVSTA 4+56.00 - 36.5' LT 4" S E W E R S E R V ST A 3 + 8 7 . 3 6 - 3 6 . 5 ' R T 4" S E W E R S E R V ST A 4 + 2 5 . 3 6 - 3 6 . 5 ' R T 4" S E W E R S E R V ST A 4 + 6 3 . 3 6 - 3 6 . 5 ' R T 4705 4710 4715 4720 4725 4730 4705 4710 4715 4720 4725 4730 FG-4724.71EG-4722.043+50 FG-4724.46EG-4721.354+00 FG-4723.88EG-4720.97FG-4723.31EG-4721.815+00 FG-4723.48EG-4722.11FG-4724.15EG-4721.876+00 FG-4724.61EG-4721.47FG-4724.86EG-4721.187+00 FG-4725.11EG-4721.17FG-EG-4721.598+00 FG-EG-4722.59FG-EG-4722.819+00INV-4713.20INV-4712.67INV-4712.20INV-4711.74INV-4712.04INV-4712.79INV-4713.54INV-4714.29INV-4715.04INV-INV-INV-UTILITY CONDUIT (TYP.) PROPOSED GRADE AT CENTERLINE EXISTING GROUND AT CENTERLINE DEWATERING CROSSING (TYP.) PROPOSED WATER MAIN (TYP.) SSMH 2-7 INSTALL NEW 48" Ø MANHOLE STA 3+65.45 RIM ELEV = 4723.53 8" INV IN (S) = 4711.59 8" INV IN (E) = 4711.59 8" INV IN (W) = 4711.59 8" INV OUT (N) = 4711.39 DEPTH = 12.15' 142.26 LF 8" SDR 35 PVC S E W E R P I P E @ 0 . 9 3 % 252.70 LF 8" SDR 35 P V C S E W E R P I P E @ 1 . 5 0 % SSMH 3-6 INSTALL NEW 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' SSMH 2-13 INSTALL NEW 48" Ø MANHOLE STA 7+74.93 RIM ELEV = 4725.05 8" INV OUT (W) = 4715.38 DEPTH = 9.67' 5.0' MIN COVER (TYP.) EXISTING PHASE 2.1 GRADE AT CENTERLINE WATER CROSSING 18" MIN. SEPARATION SEWER SERVICE (TYP.)STUB AND END CAP TO WEST 2024COPYRIGHT © MORRISON-MAIERLE, SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY P:\6787\007-PH_2.2+2.3\ACAD\SHEETS\6787.007_SEWER SHEETS.DWGREVISIONS 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! PLOTTED BY:COOPER KRAUSE ON May/08/2024 NORTHWEST CROSSING SUBDIVISION PH 2.2 BOZEMAN MONTANA BRIARWOOD LANE SEWER STA 3+50 TO 9+00 6787.007 11 SS-2 RSP CPK MEE 5/8/24 ---- ---- FOR CONSTRUCTIONMAY 202411/8/2023 BRIARWOOD LANE INSTALL 395 LF 8" SDR 35 PVC SEWER PIPE TYPE A TRENCH BACKFILL & TYPE 1 BEDDING STA 3+50 TO 9+00 0 VERT. SCALE IN FEET 0 HORIZ. SCALE IN FEET 1.53 3 6 1530 30 60TWIN LAKES AVEBRIARWOOD LANE ALLEY 2.2ALLEY 2.3 ALLEY 2.1 ALLEY 2.2 SEWER SEE SHEET SS-1 TWIN LAKES AVE. SEWER SEE SHEET SS-5 PHASE 2.1 PHASE 2.3 PHASE 2.1 BOUNDARY PHASE 2.2 CONSTRUCTION LIMITS PHASE 2.2 BOUNDARY THIS RECORD DRAWING HAS BE PREPARED, IN PART, BY INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NO VERIFIED THE ACCURACY AND / COMPLETENESS OF THIS INFORMATION IN ALL INSTANCE AND SHALL NOT BE RESPONSIBL FOR ANY ERRORS OR OMISSION THAT MAY BE INCORPORATED A A RESULT OF INFORMATION PROVIDED BY OTHERS.2024engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOT 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net COOPER KRAUSE 59774 10/2024 RECORD DRAWING MW TP TP BLOCK 7 LOT 26 BLOCK 7 LOT 27 BLOCK 7 LOT 11 BLOCK 7 LOT 10 BLOCK 7 LOT 9 BLOCK 7 LOT 24 BLOCK 7 LOT 8 BLOCK 7 LOT 7 BLOCK 7 LOT 6 BLOCK 7 LOT 23 BLOCK 7 LOT 22 BLOCK 7 LOT 25 BLOCK 8 LOT 37 BLOCK 8 LOT 36 BLOCK 8 LOT 35 BLOCK 8 LOT 34 BLOCK 8 LOT 3 BLOCK 8 LOT 2 BLOCK 8 LOT 13 BLOCK 8 LOT 9 BLOCK 8 LOT 1 BLOCK 8 LOT 12 BLOCK 8 LOT 8 BLOCK 8 LOT 18 BLOCK 8 LOT 11 BLOCK 8 LOT 7 BLOCK 8 LOT 17 BLOCK 8 LOT 10 BLOCK 8 LOT 6 BLOCK 8 LOT 16 BLOCK 8 LOT 5 BLOCK 8 LOT 15 BLOCK 8 LOT 4 BLOCK 8 LOT 14 BLOCK 8 LOT 23 BLOCK 8 LOT 22 BLOCK 8 LOT 28 BLOCK 8 LOT 21 BLOCK 8 LOT 27 BLOCK 8 LOT 20 BLOCK 8 LOT 26 BLOCK 8 LOT 19 BLOCK 8 LOT 25 BLOCK 8 LOT 24 BLOCK 8 LOT 38 O.S. TRACT 04 S0°00'00"W 135.00'N90°00'00"E 85.00' S0°00'12"W 60.00' S89°59'58"W 38.00'S0°00'00"E67.50'S90°00'00"W 235.00'N0°00'00"W67.50'N90°00'00"W 30.00'S0°00'00"E 135.00'N0°00'00"E 378.63'GWGWGWGWGWGWGWGWGWGWGWGWHH HH HHHH HH 557 826BPBPBPBPBPBPBPBPBP BPBPBPBPBPBPBPBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTNGNGNGNGNGNGNGNGNGNGNGNGBP 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 BPNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNG 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 BTBPBPBPBPBPBPBPBPBPBP BPBPBPBPBPBPNGNGNGNGNGNGNGNGNGNGNGNGBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBP 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 BPBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBT 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 12SD 15SD15SD15SD15SD15SD15SD15SDD12SDD 8W8W8W8W8W8W8W8W8W8W8W8W8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8WDYHWSWSWSWS WSWSWSWSWSWSWSWSWSWSWSWSWSWSWS8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8SSSSSSSSS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS4+005+006+007+008+009+0010+0011+0015SD 12SD 12SD 15SD15SD15SD15SD15SD8W 8W 8WDYHHH HH SSMH 2-12 STA 10+29.00, 6.00' RT SSMH 2-11 STA 7+19.83, 6.00' RT 4" S E W E R S E R V ST A 5 + 6 4 . 0 0 - 3 6 . 5 ' R T4" SEWER SERVSTA 5+62.00 - 36.5' LT4" SEWER SERVSTA 6+56.00 - 36.5' L T 4" SEWER SERVSTA 6+42.00 - 36.5' LT 4" S E W E R S E R V ST A 6 + 5 8 . 0 0 - 3 6 . 5 ' R T 4" S E W E R S E R V ST A 6 + 4 0 . 0 0 - 3 6 . 5 ' R T 4" SEWER SERVSTA 7+50.00 - 36.5' LT4" SEWER SERVSTA 7+36.00 - 36.5' LT4" S E W E R S E R V ST A 7 + 5 2 . 0 0 - 3 6 . 5 ' R T 4" S E W E R S E R V ST A 7 + 3 4 . 0 0 - 3 6 . 5 ' R T 4" SEWER SERVSTA 8+27.00 - 36.5' LT4" S E W E R S E R V ST A 8 + 2 9 . 0 0 - 3 6 . 5 ' R T 4" SEWER SERVSTA 9+21.00 - 36.5' LT4" SEWER SERVSTA 9+07.00 - 36.5' LT4" S E W E R S E R V ST A 9 + 2 3 . 0 0 - 3 6 . 5 ' R T 4" S E W E R S E R V ST A 9 + 0 5 . 0 0 - 3 6 . 5 ' R T 4" SE W E R S E R V STA 1 0 + 0 1. 0 0 - 3 6. 5' L T 4" S E W E R S E R V ST A 1 0 + 1 9 . 0 0 - 3 6 . 5 ' R T 4" S E W E R S E R V ST A 1 0 + 0 3 . 0 0 - 3 6 . 5 ' R T SSMH 2-6 STA 5+16.04, 6.00' RT 4" SEWER SE R V STA 4+56.00 - 36.5' RT 4" S EW E R S E R V S T A 4 + 5 8 . 0 0 - 3 6 . 5 ' L T SSMH 2-15 STA 4+18.62, 6.00' RT 4705 4710 4715 4720 4725 4730 4705 4710 4715 4720 4725 4730 FG-4721.73EG-4717.634+00 FG-4721.14EG-4719.33FG-EG-4719.155+00 FG-4720.79EG-4718.69FG-4721.46EG-4718.826+00 FG-4721.93EG-4718.42FG-4722.18EG-4718.747+00 FG-4722.43EG-4718.85FG-4722.76EG-4720.048+00 FG-4723.39EG-4720.37FG-4723.69EG-4721.059+00 FG-4723.98EG-4721.88FG-4723.99EG-4722.7710+00 FG-4723.55EG-4723.14FG-EG-4722.8011+00INV-4709.96INV-4709.57INV-4709.18INV-4709.52INV-4710.23INV-4710.93INV-4711.64INV-4712.34INV-4712.72INV-4713.09INV-4713.47INV-4713.84INV-4714.22INV-INV-PROPOSED GRADE AT CENTERLINE EXISTING GROUND AT CENTERLINE PROPOSED WATER MAIN (TYP.) SSMH 2-6 INSTALL NEW 48" Ø MANHOLE STA 5+60.52 RIM ELEV = 4720.80 8" INV IN (S) = 4709.07 8" INV IN (E) = 4709.07 8" INV IN (W) = 4709.07 8" INV OUT (N) = 4708.87 DEPTH = 11.93' 305.18 LF 8" SDR 35 PVC SEWER P I P E @ 0 . 7 5 % 199.80 LF 8" SDR 35 P V C S E W E R P I P E @ 1 . 4 3 % SSMH 2-11 INSTALL NEW 48" Ø MANHOLE STA 7+19.83 RIM ELEV = 4722.10 8" INV IN (E) = 4712.12 8" INV OUT (W) = 4711.92 DEPTH = 10.18' SSMH 2-12 INSTALL NEW 48" Ø MANHOLE STA 10+29.00 RIM ELEV = 4723.61 8" INV OUT (W) = 4714.42 DEPTH = 9.19' 5.0' MIN COVER (TYP.) WATER CROSSING 18" MIN. SEPARATION SEWER SERVICE (TYP.) CROSSING WATER SERVICE (TYP.) UTILITY CONDUIT (TYP.) DEWATERING CROSSING (TYP.) 93.42 LF 8" SDR 35 PVC SEW E R P I P E @ 0 . 7 8 % SSMH 2-15 INSTALL NEW 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' STUB AND END CAP TO WEST 2024COPYRIGHT © MORRISON-MAIERLE, SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY P:\6787\007-PH_2.2+2.3\ACAD\SHEETS\6787.007_SEWER SHEETS.DWGREVISIONS 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! PLOTTED BY:COOPER KRAUSE ON May/08/2024 NORTHWEST CROSSING SUBDIVISION PH 2.2 BOZEMAN MONTANA WILDWOOD LANE SEWER STA 4+00 TO 11+00 6787.007 12 SS-3 RSP CPK MEE 5/8/24 ---- ---- FOR CONSTRUCTIONMAY 202411/8/2023 WILDWOOD LANE INSTALL 598 LF 8" SDR 35 PVC SEWER PIPE TYPE A TRENCH BACKFILL & TYPE 1 BEDDING STA 4+00 TO 11+00 0 VERT. SCALE IN FEET 0 HORIZ. SCALE IN FEET 1.53 3 6 1530 30 60TWIN LAKES AVEWILDWOOD LANE DAYSPRING AVETWIN LAKES AVE. SEWER SEE SHEET SS-5 PHASE 2.1PHASE 2.3PHASE 2.1 BOUNDARY PHASE 2.2 CONSTRUCTION LIMITS PHASE 2.2 BOUNDARY PREVIOUSLY LABELED MH(53)2 THIS RECORD DRAWING HAS BE PREPARED, IN PART, BY INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NO VERIFIED THE ACCURACY AND / COMPLETENESS OF THIS INFORMATION IN ALL INSTANCE AND SHALL NOT BE RESPONSIBL FOR ANY ERRORS OR OMISSION THAT MAY BE INCORPORATED A A RESULT OF INFORMATION PROVIDED BY OTHERS.2024engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOT 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net COOPER KRAUSE 59774 10/2024 WILDWOOD LANE HAS BEEN CHANGED TOCOMPASS LANE. FOR CONTINUITY WITHPREVIOUS SUBMITTALS, THE NAME HAS NOTBEEN CHANGED ON THIS SET OF PLANS. (A.B.) RECORD DRAWING PARK BLOCK 7 LOT 11 BLOCK 7 LOT 10 BLOCK 7 LOT 9 BLOCK 7 LOT 8 BLOCK 7 LOT 7 BLOCK 7 LOT 6 BLOCK 8 LOT 3 BLOCK 8 LOT 2 BLOCK 8 LOT 13 BLOCK 8 LOT 9 BLOCK 8 LOT 1 BLOCK 8 LOT 12 BLOCK 8 LOT 8 BLOCK 8 LOT 18 BLOCK 8 LOT 11 BLOCK 8 LOT 7 BLOCK 8 LOT 17 BLOCK 8 LOT 10 BLOCK 8 LOT 6 BLOCK 8 LOT 16 BLOCK 8 LOT 5 BLOCK 8 LOT 15 BLOCK 8 LOT 4 BLOCK 8 LOT 14 O.S. TRACT 04 N90°00'00"W 34.54' S0°00'00"W 60.00' N90°00'00"W 85.00'S0°00'00"W 135.00'N0°00'00"E 378.63'N90°00'00"E 60.00'N0°00'00"EN90°00'00"E 274.00' N90°00'00"W 34.54' R Δ GWGWGWGWGWGWGWGWGWGWGWGWHH HH HHHH HH 751 1017BPBPBP BPBPBPBPBPBPBPBTBTBTBTBTBTBTBTBTBTNGNGNGNGNGNGNGBPBPBPBPBPBPBPBPNGNGNGNGNGNGBTBTBTBTBTBTBTBTBP 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 BPNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNG 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 BTBPBPBPBP BPBPBPBPBPBPNGNGNGNGNGNGNGNGBTBTBTBTBTBTBTBTBTBTBP 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 BPBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBT NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG 12SD15SD 15SD 15SD 15SD 15SD 15SD 15SD15SD15SD15SD 15SD15SD15SD15SD12SDD D D D15SD 8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8WDYH WSWSWSWSWSWSWSWSWSWS8S8S8S8S8S8S8S8S8S8S8S 8S 8S 8S 8S 8S8S8S8S8S8S8S8S8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S SSSSSSSSSSSSSSSSSSSS8+009+0010+0011+0012+0013+0014+0015+0015SD 12SD 15SD15SD8W 8W8WDYHHH HH HH SSMH 2-10 STA 14+19.41, 0.00'SSMH 3-1 STA 8+12.41, 0.00' SSMH 2-9 STA 12+87.41, 0.00' SSMH 2-5 STA 9+22.91, 0.00' 4" S E W E R S E R V ST A 9 + 7 2 . 9 1 - 3 6 . 5 ' R T 4" S E W E R S E R V ST A 1 0 + 6 6 . 9 1 - 3 6 . 5 ' R T 4" S E W E R S E R V ST A 1 0 + 4 6 . 9 1 - 3 6 . 5 ' R T 4" S E W E R S E R V ST A 1 1 + 6 0 . 9 1 - 3 6 . 5 ' R T 4" S E W E R S E R V ST A 1 1 + 4 0 . 9 1 - 3 6 . 5 ' R T 4" S E W E R S E R V ST A 1 2 + 3 7 . 9 1 - 3 6 . 5 ' R T 4" S E W E R S E R V ST A 1 3 + 3 1 . 9 1 - 3 6 . 5 ' R T 4" S E W E R S E R V ST A 1 3 + 1 1 . 9 1 - 3 6 . 5 ' R T 4" S E W E R S E R V ST A 1 4 + 0 5 . 9 1 - 3 6 . 5 ' R T 0+00 1+00 0+00 1+00 4" SE W E R S E R V STA 8 + 6 2. 9 9 - 3 6. 5' R T 4705 4710 4715 4720 4725 4730 4705 4710 4715 4720 4725 4730 FG-4720.87EG-4716.837+50 FG-4721.12EG-4715.598+00 FG-4720.88EG-4716.69FG-4720.34EG-4716.379+00 FG-4720.51EG-4715.81FG-4721.02EG-4716.5210+00 FG-4720.92EG-4716.92FG-4720.30EG-4717.2711+00 FG-4719.90EG-4717.16FG-4720.14EG-4717.6912+00 FG-4720.68EG-4718.47FG-4720.94EG-4719.4713+00 FG-4721.19EG-4720.63FG-4721.44EG-4721.3614+00 FG-4721.69EG-4721.06FG-EG-4720.4515+00INV-INV-INV-4708.16INV-4707.77INV-4707.75INV-4708.05INV-4708.35INV-4708.65INV-4708.95INV-4709.25INV-4709.55INV-4710.04INV-4710.29INV-4710.54INV-INV-UTILITY CONDUIT (TYP.) PROPOSED GRADE AT CENTERLINE EXISTING GROUND AT CENTERLINE DEWATERING CROSSING (TYP.) PROPOSED WATER MAIN (TYP.) SSMH 2-5 INSTALL NEW 48" Ø MANHOLE STA 7+61.52 RIM ELEV = 4720.38 8" INV IN (S) = 4707.59 8" INV IN (E) = 4707.59 8" INV IN (W) = 4707.59 8" INV OUT (N) = 4707.39 DEPTH = 12.99' 106.50 LF 8" SDR 35 PVC SEWER PIPE @ 0 . 5 2 % 128.00 LF 8" SDR 35 PVC SEWER PIPE @ 0.52% 360.50 LF 8" SDR 35 PVC SEWER PIPE @ 0 . 6 1 % SSMH 2-9 INSTALL NEW 48" Ø MANHOLE STA 12+87.41 RIM ELEV = 4720.88 8" INV IN (E) = 4709.98 8" INV IN (N) = 4709.98 8" INV OUT (W) = 4709.78 DEPTH = 11.10' SSMH 3-1 INSTALL NEW 48" Ø MANHOLE STA 8+12.41 RIM ELEV = 4721.07 8" INV IN (W) = 4708.34 8" INV IN (N) = 4708.34 8" INV OUT (E) = 4708.14 DEPTH = 12.93' SSMH 2-10 INSTALL NEW 48" Ø MANHOLE STA 14+19.41 RIM ELEV = 4721.54 8" INV IN (N) = 4710.84 8" INV OUT (W) = 4710.64 DEPTH = 10.90' 5.0' MIN COVER (TYP.) WATER CROSSING 18" MIN. SEPARATION SEWER SERVICE (TYP.) CROSSING WATER SERVICE (TYP.) STUB AND END CAP TO WEST AND NORTH 2024COPYRIGHT © MORRISON-MAIERLE, SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY P:\6787\007-PH_2.2+2.3\ACAD\SHEETS\6787.007_SEWER SHEETS.DWGREVISIONS 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! PLOTTED BY:COOPER KRAUSE ON May/08/2024 NORTHWEST CROSSING SUBDIVISION PH 2.2 BOZEMAN MONTANA TOUCHSTONE DRIVE SEWER STA 7+50 TO 15+00 6787.007 13 SS-4 RSP CPK MEE 5/8/24 ---- ---- 2 REVISION FOR CONSTRUCTION 5/03/2024 CPK FOR CONSTRUCTIONMAY 202411/8/2023 TOUCHSTONE DRIVE INSTALL 595 LF 8" SDR 35 PVC SEWER PIPE TYPE A TRENCH BACKFILL & TYPE 1 BEDDING STA 7+50 TO 15+00 0 VERT. SCALE IN FEET 0 HORIZ. SCALE IN FEET 1.53 3 6 1530 30 60 TWIN LAKES AVETOUCHSTONE DRIVE DAYSPRING AVETWIN LAKES AVE. SEWER SEE SHEET SS-6 PHASE 2.1PHASE 2.3 FUTURE PHASE LINE PHASE 2.1 BOUNDARY PHASE 2.2 CONSTRUCTION LIMITS PHASE 2.2 BOUNDARY 2 2 THIS RECORD DRAWING HAS BE PREPARED, IN PART, BY INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NO VERIFIED THE ACCURACY AND / COMPLETENESS OF THIS INFORMATION IN ALL INSTANCE AND SHALL NOT BE RESPONSIBL FOR ANY ERRORS OR OMISSION THAT MAY BE INCORPORATED A A RESULT OF INFORMATION PROVIDED BY OTHERS.2024engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOT 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net COOPER KRAUSE 59774 10/2024 RECORD DRAWING MWMWTPTPMWBLOCK 7LOT 9BLOCK 7LOT 24BLOCK 7LOT 8BLOCK 7LOT 25BLOCK 8LOT 37BLOCK 8LOT 36BLOCK 8LOT 3BLOCK 8LOT 2BLOCK 8LOT 1BLOCK 8LOT 18BLOCK 8LOT 17BLOCK 8LOT 16BLOCK 8LOT 21BLOCK 8LOT 20BLOCK 8LOT 19BLOCK 8LOT 38O.S.TRACT 10O.S.TRACT 11BLOCK 10LOT 13BLOCK 10LOT 12BLOCK 10LOT 11BLOCK 10LOT 9BLOCK 10LOT 10STORMWATERTRACT 13O.S. TRACT 12 BLOCK 11LOT 8ABLOCK 11LOT 8BBLOCK 11LOT 9ABLOCK 11LOT 1BBLOCK 11LOT 2ABLOCK 11LOT 1AN90°00'00"W 191.88'S16°28'13"E 48.54'S78°41'34"W60.24'N16°28'13"W 33.49' N16°28'1 3 " W 1 3 2 . 5 5 ' R =5 3 0.00 ' L=152.36' Δ =16°28'13" N0°00'00"E 378.63'N90°00'00"E60.00'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 GWGWGW GW HHHHHHHHHHHH371557751BPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGBPBPBPBPBPBPBPBPBPBPBPNGNGNGNGNGNGNGNGBTBTBTBTBTBTBTBTBTBTBTBPBPBPBPBPBPBPBPBPBPBPNGNGNGNGNGNGNGNGBTBTBTBTBTBTBTBTBTBTBTBPBPBPBPBPBPBPBPBPBPNGNGNGNGNGNGNGNGBTBTBTBTBTBTBTBTBTBTBTBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBPBPBPBPBPBPBPBPBTBTBTBTBTBTBTBTNGNGNGNGNGNGBPBPBPBPBPBPBPBPBPBPBPBTBTBTBTBTBTBTBTBTBTBTNGNGNGNGNGNGNGNGBPBPBPBPBPBPBPBPBPBPBPBTBTBTBTBTBTBTBTBTBTBTNGNGNGNGNGNGNGNG12SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SDD12SDDD>>>>>>>>>>>>>>>D15SD8W8W8W8W8W8W8W8W8W8W8W 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 8WDYH8W8W8W 8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8WDYHDYH WSWSWSWS WS WS WSWSWSWS WS WS WS 8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8SSS SS SS SSSSSSSSSSSSSSSS SS SS SSSS SS SS SS SS SS SS 1+002+003+004+005+006+007+008+00ESDESDESDDESDESDESDESDESDESD DESD D8W 8W 8W 8W 8W8W8W8W8W8W8W8W8W 8W8W8W8W8WWS FIRE WSFIRE 8S 8S 12S12S12S12S12S12S12S12S12S12S12SSSMH 2-14 STA 2+25.66, 58.57' RT SSMH 2-8 STA 2+34.63, 0.00' SSMH 2-7 STA 3+65.45, 0.00' SSMH 2-6 STA 5+60.52, 0.04' RT SSMH 2-5 STA 7+61.52, 0.00'FG-EG-4724.291+00 FG-4728.40EG-4724.30FG-4727.18EG-4724.032+00 FG-4725.97EG-4723.49FG-4724.75EG-4722.893+00 FG-4723.76EG-4722.20FG-4723.04EG-4721.614+00 FG-4722.34EG-4720.76FG-4721.64EG-4720.125+00 FG-4720.94EG-4719.33FG-4720.21EG-4718.366+00 FG-4719.67EG-4717.39FG-4719.55EG-4716.867+00 FG-4720.21EG-4716.42FG-4719.77EG-4715.958+00INV-INV-INV-INV-4712.76INV-4712.25INV-4711.73INV-4710.99INV-4710.38INV-4709.78INV-4709.17INV-4708.63INV-4708.30INV-4707.98INV-4707.66INV-4707.20EXISTING GROUND AT CENTERLINE PROPOSED GRADE AT CENTERLINE UTILITY CONDUIT (TYP.) DEWATERING (TYP.) PROPOSED WATER MAIN (TYP.) 191.02 LF 8" SDR 35 P V C S E W E R P I P E @ 1 . 2 1 % 197.00 LF 8" SDR 35 PVC SEWER P I P E @ 0 . 6 5 % SSMH 2-5 INSTALL NEW 48" Ø MANHOLE STA 7+61.52 RIM ELEV = 4720.38 8" INV IN (S) = 4707.59 8" INV IN (E) = 4707.59 8" INV IN (W) = 4707.59 8" INV OUT (N) = 4707.39 DEPTH = 12.99' SSMH 2-6 INSTALL NEW 48" Ø MANHOLE STA 5+60.52 RIM ELEV = 4720.80 8" INV IN (S) = 4709.07 8" INV IN (E) = 4709.07 8" INV IN (W) = 4709.07 8" INV OUT (N) = 4708.87 DEPTH = 11.93' SSMH 2-7 INSTALL NEW 48" Ø MANHOLE STA 3+65.45 RIM ELEV = 4723.53 8" INV IN (S) = 4711.59 8" INV IN (E) = 4711.59 8" INV IN (W) = 4711.59 8" INV OUT (N) = 4711.39 DEPTH = 12.15' 126.56 LF 8" SDR 35 PV C S E W E R P I P E @ 1 . 0 4 % SSMH 2-8 INSTALL NEW 48" Ø MANHOLE STA 2+34.63 RIM ELEV = 4726.34 8" INV IN (W) = 4713.10 8" INV OUT (N) = 4712.90 DEPTH = 13.44' 5.0' MIN COVER (TYP.) EXISTING PHASE 1 SURFACE WATER CROSSING (TYP.) 2024COPYRIGHT © MORRISON-MAIERLE, SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY P:\6787\007-PH_2.2+2.3\ACAD\SHEETS\6787.007_SEWER SHEETS.DWGREVISIONS 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! PLOTTED BY:COOPER KRAUSE ON May/08/2024 NORTHWEST CROSSING SUBDIVISION PH 2.2 BOZEMAN MONTANA TWIN LAKES AVENUE SEWER STA 0+50 TO 8+00 6787.007 14 SS-5 RSP CPK MEE 5/8/24 ---- ---- FOR CONSTRUCTIONMAY 202411/8/2023 TWIN LAKES AVE BRIARWOOD LANEWILDWOOD LANETOUCHSTONE DRIVEALLEY 2.2ALLEY 2.3TWIN LAKES AVE INSTALL 515 LF 8" SDR 35 PVC SEWER PIPE TYPE A TRENCH BACKFILL & TYPE 1 BEDDING STA 0+50 TO 8+00 0 VERT. SCALE IN FEET 0 HORIZ. SCALE IN FEET 1.53 3 6 1530 30 60 BRIARWOOD LANE SEWER SEE SHEET SS-2 ALLEY 2.2 SEWER SEE SHEET SS-1 WILDWOOD LANE SEWER SEE SHEET SS-3 TOUCHSTONE DRIVE SEWER SEE SHEET SS-4 TWIN LAKES AVE. SEWER SEE SHEET SS-6 PHASE 2.3 PHASE 2.2 CONSTRUCTION LIMITS PHASE 2.2 BOUNDARY THIS RECORD DRAWING HAS BE PREPARED, IN PART, BY INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NO VERIFIED THE ACCURACY AND / COMPLETENESS OF THIS INFORMATION IN ALL INSTANCE AND SHALL NOT BE RESPONSIBL FOR ANY ERRORS OR OMISSION THAT MAY BE INCORPORATED A A RESULT OF INFORMATION PROVIDED BY OTHERS.2024engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOT 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net COOPER KRAUSE 59774 10/2024 WILDWOOD LANE HAS BEEN CHANGED TOCOMPASS LANE. FOR CONTINUITY WITHPREVIOUS SUBMITTALS, THE NAME HAS NOTBEEN CHANGED ON THIS SET OF PLANS. (A.B.) RECORD DRAWING N90°00'00"E60.00'N90°00'00"WGW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GWGWGWGWGW GW GW GW GW GW GW GW GW GW HHHH751BPBPBPBPBPBTBTBTBTBTNGNGNGNGBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPNGNGNGNGNGNGNGNGNGNGNGNGBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBPBPBPBPBPBPBPBPBPBPBPNGNGNGNGNGNGNGNGBTBTBTBTBTBTBTBTBTBTBTBPBPBPBPBPNGNGNGNGBTBTBTBTBTBPBPBPBPBPBPBTBTBTBTBTBTNGNGNGNG15SD15SD15SD15SD15SD15SD15SD15SD15SD15SDDD15SD8W8W8W8W8W8W8W8W8W 8W 8W 8W 8W DYHWS WS WS 8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S 8S 8S8S8S8S8S8SSS SS SS 8+009+0010+0011+0012+0013+0014+0015+0015+15SSMH 2-4 STA 10+79.52, 0.00' SSMH 2-3 STA 11+83.02, 0.00' SSMH 2-2 STA 13+29.02, 0.00' EX-SSMH 2-1 STA 14+84.97, 0.00' SSMH 2-5 STA 7+61.52, 0.00' SSMH 3-1 STA 7+61.52, 110.50' LT 21S21S21S21S21S4700 4705 4710 4715 4720 4725 4700 4705 4710 4715 4720 4725 FG-4719.77EG-4715.958+00 FG-4718.52EG-4715.06FG-4717.43EG-4714.299+00 FG-4716.56EG-4713.79FG-4715.69EG-4713.6310+00 FG-4714.83EG-4712.77FG-4714.05EG-4712.2611+00 FG-4713.38EG-4711.91FG-4712.71EG-4711.6512+00 FG-4712.05EG-4711.68FG-4711.38EG-4711.1713+00 FG-4710.79EG-4710.70FG-4710.53EG-4710.0214+00 FG-4711.31EG-4709.79FG-EG-4711.6915+00INV-4707.20INV-4706.95INV-4706.70INV-4706.45INV-4706.20INV-4705.95INV-4705.52INV-4705.27INV-4704.84INV-4704.59INV-4704.34INV-4703.91INV-4703.66INV-4703.41INV-UTILITY CONDUIT (TYP.) PROPOSED SEWER ACCESS GRADE AT CENTERLINE 150.96 LF 8" SDR 35 PVC SEWER PIPE @ 0.47 % 314.00 LF 8" SDR 35 PVC SEWER PIPE @ 0 . 5 0 % 99.50 LF 8" SDR 35 PVC SEWER PIPE @ 0 . 5 5 % 142.00 LF 8" SDR 35 PVC SEWER PIPE @ 0.5 0 % SSMH 2-2 INSTALL NEW 48" Ø MANHOLE STA 13+29.02 RIM ELEV = 4711.00 8" INV IN (S) = 4704.15 8" INV IN (E) = 4704.15 8" INV OUT (N) = 4703.95 DEPTH = 7.04' SSMH 2-3 INSTALL NEW 48" Ø MANHOLE STA 11+83.02 RIM ELEV = 4712.94 8" INV IN (S) = 4705.06 8" INV IN (E) = 4705.06 8" INV OUT (N) = 4704.86 DEPTH = 8.08' SSMH 2-4 INSTALL NEW 48" Ø MANHOLE STA 10+79.52 RIM ELEV = 4714.32 8" INV IN (S) = 4705.81 8" INV IN (E) = 4705.81 8" INV OUT (N) = 4705.61 DEPTH = 8.71' EX-SSMH 2-1 EXISTING 72" Ø MANHOLE STA 14+84.97 RIM ELEV = 4711.80 8" INV IN (S) = 4703.25 18" INV IN (W) = 4702.58 21" INV OUT (E) = 4702.38 DEPTH = 9.42' DEWATERING (TYP.) 5.0' MIN COVER (TYP.) 2024COPYRIGHT © MORRISON-MAIERLE, SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY P:\6787\007-PH_2.2+2.3\ACAD\SHEETS\6787.007_SEWER SHEETS.DWGREVISIONS 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! PLOTTED BY:COOPER KRAUSE ON May/08/2024 NORTHWEST CROSSING SUBDIVISION PH 2.2 BOZEMAN MONTANA TWIN LAKES AVENUE (GRAVEL SECTION) SEWER STA 8+00 TO 15+00 6787.007 15 SS-6 RSP CPK MEE 5/8/24 ---- ---- FOR CONSTRUCTIONMAY 202411/8/2023 TWIN LAKES AVE INSTALL 706 LF 8" SDR 35 PVC SEWER PIPE TYPE A TRENCH BACKFILL & TYPE 1 BEDDING STA 8+00 TO 15+00 0 VERT. SCALE IN FEET 0 HORIZ. SCALE IN FEET 1.53 3 6 1530 30 60 TWIN LAKES AVE TOUCHSTONE DRIVEFUTURE ROADBAXTER LANETOUCHSTONE DRIVE SEWER SEE SHEET SS-4 PHASE 2.2 FUTURE PHASE PHASE 2.3 FUTURE PHASE LINE PHASE 2.2 CONSTRUCTION LIMITS PHASE 2.2 BOUNDARY STUB AND END CAP EAST STUB AND END CAP EAST STUB AND END CAP EAST THIS RECORD DRAWING HAS BE PREPARED, IN PART, BY INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NO VERIFIED THE ACCURACY AND / COMPLETENESS OF THIS INFORMATION IN ALL INSTANCE AND SHALL NOT BE RESPONSIBL FOR ANY ERRORS OR OMISSION THAT MAY BE INCORPORATED A A RESULT OF INFORMATION PROVIDED BY OTHERS.2024engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOT 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net COOPER KRAUSE 59774 10/2024 4704.80 (A.B.) RECORD DRAWING BLOCK 8LOT 9BLOCK 8LOT 8BLOCK 8LOT 7BLOCK 8LOT 6O.S.TRACT 04N0°00'00"EN90°00'00"E274.00'HHHHHH1017BPBPBPBPBPBPBPBPBPBPBPBPBPNGNGNGNGNGNGNGNGNGNGBTBTBTBTBTBTBTBTBTBTBTBTBTBPBPBPBPBPBPBPBPBPBPBPBPBPBTBTBTBTBTBTBTBTBTBTBTBTBTNGNGNGNGNGNGNGNGNGNG8W8W8W8W8W8W8W8W8W8W8W WS WS WS WS 8S8S8S8S8S8S8S8S8S8SSS SS SS SS0+001+00SSMH 2-9 STA 0+25.00, 0.00' 4705 4710 4715 4720 4725 4730 4705 4710 4715 4720 4725 4730 4705 4710 4715 4720 4725 4730 4705 4710 4715 4720 4725 4730 FG-4720.91EG-4719.350+00 FG-4720.91EG-4719.01FG-EG-4718.801+00 FG-EG-4718.511+50INV-INV-4710.10INV-INV-FG-4721.57EG-4721.630+00 FG-4721.57EG-4721.10FG-EG-4720.451+00 FG-EG-4719.891+50INV-INV-4710.96INV-INV-5.0' MIN COVER (TYP.) WATER CROSSING 18" MIN. SEPARATION 43.00 LF 8" SDR 35 PVC SEWER PIPE @ 0.52% SSMH 2-9 INSTALL NEW 48" Ø MANHOLE STA 0+25.00 RIM ELEV = 4720.88 8" INV IN (E) = 4709.98 8" INV IN (N) = 4709.98 8" INV OUT (W) = 4709.78 DEPTH = 11.10' 5.0' MIN COVER (TYP.) WATER CROSSING 18" MIN. SEPARATION SSMH 2-10 INSTALL NEW 48" Ø MANHOLE STA 0+25.00 RIM ELEV = 4721.54 8" INV IN (N) = 4710.84 8" INV OUT (W) = 4710.64 DEPTH = 10.90' 43.00 LF 8" SDR 35 PVC SEWER PIPE @ 0.52% PROPOSED GRADE AT CENTERLINE EXISTING GROUND AT CENTERLINE PROPOSED GRADE AT CENTERLINE EXISTING GROUND AT CENTERLINE END CAP STA 0+70.00 INV=4710.20 END CAP STA 0+70.00 INV=4711.06BLOCK 8LOT 9BLOCK 8LOT 8BLOCK 8N90°00'00"W 34.54' S0°00'00"W 60.00'N90°00'00"W85.00'S0°00'00"W 135.00'274.00'N90°00'00"W 34.54''8"BPBPBPBPBPBPBPBPBPBPNGNGNGNGNGNGNGNGBTBTBTBTBTBTBTBTBTBTBPBPBPBPBPBPBPBPBPBPNGNGNGNGNGNGNGNGBTBTBTBTBTBTBTBTBTBTBPBPBPBPBPBPBPBPBPBPBTBTBTBTBTBTBTBTBTBTNGNGNGNGNGNGNGNG8W8W8W8W8W8W8W WS WS WS 8S8S8S8S8S8S SS SS SS 15SD12SD8W8W8WDYH HHHHHH0+001+00SSMH 2-10 STA 0+25.00, 0.00' 2024COPYRIGHT © MORRISON-MAIERLE, SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY P:\6787\007-PH_2.2+2.3\ACAD\SHEETS\6787.007_SEWER SHEETS.DWGREVISIONS 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! PLOTTED BY:COOPER KRAUSE ON May/08/2024 NORTHWEST CROSSING SUBDIVISION PH 2.2 BOZEMAN MONTANA AUTO-COURT A & B SEWER STA 0+00 TO 1+50 6787.007 16 SS-7 RSP CPK MEE 5/8/24 ---- ---- FOR CONSTRUCTIONMAY 202411/8/2023 0 VERT. SCALE IN FEET 0 HORIZ. SCALE IN FEET 1.53 3 6 1530 30 60TOUCHSTONE DRIVETOUCHSTONE DRIVE SEWER SEE SHEET SS-4 AUTO-COURT A INSTALL 43 LF 8" SDR 35 PVC SEWER PIPE TYPE A TRENCH BACKFILL & TYPE 1 BEDDING STA 0+00 TO 1+50 AUTO-COURT B INSTALL 43 LF 8" SDR 35 PVC SEWER PIPE TYPE A TRENCH BACKFILL & TYPE 1 BEDDING STA 0+00 TO 1+50TOUCHSTONE DRIVEPHASE 2.2 CONSTRUCTION LIMITS PHASE 2.2 CONSTRUCTION LIMITS PHASE 2.1 TOUCHSTONE DRIVE SEWER SEE SHEET SS-4 PHASE 2.2 BOUNDARY PHASE 2.2 BOUNDARY 0 VERT. SCALE IN FEET 0 HORIZ. SCALE IN FEET 1.53 3 6 1530 30 60 STUB AND END CAP STUB AND END CAP THIS RECORD DRAWING HAS BE PREPARED, IN PART, BY INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NO VERIFIED THE ACCURACY AND / COMPLETENESS OF THIS INFORMATION IN ALL INSTANCE AND SHALL NOT BE RESPONSIBL FOR ANY ERRORS OR OMISSION THAT MAY BE INCORPORATED A A RESULT OF INFORMATION PROVIDED BY OTHERS.2024engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOT 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net COOPER KRAUSE 59774 10/2024 RECORD DRAWING CO O.S. TRACT 10 O.S. TRACT 11 BLOCK 10 LOT 14 BLOCK 10 LOT 13 BLOCK 10 LOT 12 BLOCK 10 LOT 11 BLOCK 10 LOT 8 BLOCK 10 LOT 9 BLOCK 10 LOT 10 STORMWATER TRACT 13 O.S.TRACT 12BLOCK 11 LOT 8A BLOCK 11 LOT 8B BLOCK 11 LOT 9B BLOCK 11 LOT 9A BLOCK 11 LOT 10B BLOCK 11 LOT 10A BLOCK 11 LOT 1B BLOCK 11 LOT 2A BLOCK 11 LOT 2B BLOCK 11 LOT 3A BLOCK 11 LOT 3B BLOCK 11 LOT 1A S0°58'19"E60.01'S0°00'00"E 179.76'N90°00'00"W 191.88' S78°41'34"W N16°28'13"W 33.49'N16°28'13"W 132.55'R=530.00'L=152.36'Δ=16°28'13"GWGWGWGWGWGWGWGWGWGWGWHH 371BPBPBP BPBPBPBPBPBPBPBPBPBPBPBPBPBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTNGNGNGNGNGNGNGNGNGNGNGBP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BPNGNGNGNGNGNGNGNGNGNGNGNGNGNG BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BTBPBPBP BPBPBPBPBPBPBPBPBPBPBPBPNGNGNGNGNGNGNGNGNGNGNGBTBTBTBTBTBTBTBTBTBTBTBTBTBTBT>>>>>>>>>>>>>>>8W8W8W8W8W8W8W8W8W8W8WDYH8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8WWSWSWSWSWS8S8S8S8S8S8S8S 8S 8S 8S 8S 8S 8S 8S 8S8S8S8S8S8S8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS0+001+002+003+004+004+005+008W8W 8W 8W 8W 8W 8W 8W 8W 8W 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S S S 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8WWS WSWSHH HHHH 8"x11 1/4° BEND STA 0+36.13, 12.79' LT 8" GATE VALVE STA 0+59.14, 6.04' LT STA 2+66.80, 5.49' LT REMOVE EXISTING TEMPORARY BLOW-OFF CAP AND INSTALL NEW 8" GATE VALVE. CONTRACTOR TO FIELD VERIFY LOCATION AND ELEVATION. 1" WATER SERV STA 1+18.38 - 16.0' LT 1" WA T E R S E R V STA 1 + 2 5. 3 8 - 1 6. 0' L T 1" WATER SERV STA 1+20.37 - 16.5' RT 1" WATER SERV STA 1+23.38 - 16.5' RT 1" WA T E R S E R V STA 1 + 8 7. 5 4 - 1 6. 0' L T 1" WATER SERV STA 1+85.54 - 16.5' RT 1" WATER SERV STA 1+80.54 - 16.0' LT 1" WATER SERV STA 1+82.54 - 16.5' RT 1" WA T E R S E R V STA 2 + 4 9. 7 1 - 1 6. 0' L T 1" WATER SERV STA 2+42.71 - 16.0' LT 1" WATER SERV STA 2+47.71 - 16.5' RT 1" WATER SERV STA 2+44.71 - 16.5' RT 8"x11 1/4° BEND STA 5+09.56, 5.00' LT STA 5+05.48, 5.22' LT INSTALL 8" GATE VALVE 8" CAP & BLOWOFF STA 4+80.62, 5.51' LT INSTALL PER C.O.B STANDARD 02660-7 4710 4715 4720 4725 4730 4735 4710 4715 4720 4725 4730 4735 FG-4726.31EG-4723.660+00 FG-4726.19EG-4723.48FG-4726.31EG-4723.271+00 FG-4726.81EG-4723.27FG-4727.43EG-4723.112+00 FG-4728.22EG-4723.01FG-EG-4722.433+00 FG-EG-4723.56FG-EG-4724.224+00INV-INV-4717.97INV-4718.66INV-4719.48INV-4720.30INV-4721.12INV-4721.65INV-4721.53INV-4721.41PROPOSED GRADE AT CENTERLINE EXISTING GROUND AT CENTERLINE 8" GATE VALVE STA 2+66.80 8" INV = 4721.43 8"x11 1/4° BEND STA 0+36.13 8" INV = 4717.98 8" GATE VALVE STA 0+59.14 8" INV = 4718.04 6.5' MIN COVER (TYP.) 8" CROSS STA 0+18.01 8" INV = 4717.93 EXISTING PHASE 2.1 GRADE AT CENTERLINE SEWER CROSSING 18" MIN. SEPARATION WATER SERVICE (TYP.) PROPOSED SEWER MAIN (TYP.) 4705 4710 4715 4720 4725 4730 4705 4710 4715 4720 4725 4730 FG-4726.90EG-4723.514+00 FG-4726.53EG-4721.91FG-4726.15EG-4723.495+00 FG-4725.67EG-4723.445+50INV-INV-INV-4717.83INV-DEWATERING CROSSING (TYP.) 8"x11 1/4° BEND STA 5+09.56 8" INV = 4717.88 8" GATE VALVE STA 5+05.48 8" INV = 4717.88 SEWER CROSSING 18" MIN. SEPARATION 8" CAP & BLOWOFF STA 4+80.62 8" INV = 4717.88 8"x11 1/4° BEND STA 5+46.90 8" INV = 4717.98 2024COPYRIGHT © MORRISON-MAIERLE, SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY P:\6787\007-PH_2.2+2.3\ACAD\SHEETS\6787.007_WATER SHEETS.DWGREVISIONS 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! PLOTTED BY:COOPER KRAUSE ON May/08/2024 NORTHWEST CROSSING SUBDIVISION PH 2.2 BOZEMAN MONTANA ALLEY 2.2 WATER STA 0+00 TO 4+00 6787.007 17 W-1 RSP CPK MEE 5/8/24 ---- ---- FOR CONSTRUCTIONMAY 202411/8/2023 ALLEY 2.2 INSTALL 249 LF 8" CLASS 51 D.I. PIPE TYPE A TRENCH BACKFILL & TYPE 1 BEDDING STA 0+00 TO 4+00 0 VERT. SCALE IN FEET 0 HORIZ. SCALE IN FEET 1.53 3 6 1530 30 60 BRIARWOOD LANE TWIN LAKES AVEALLEY 2.2 ALLEY 2.3 ALLEY 2.1 TWIN LAKES AVE. WATER SEE SHEET W-5 BRIARWOOD LANE WATER SEE SHEET W-2 PHASE 2.1 PHASE 2.3 PHASE 2.1 BOUNDARY PHASE 2.1 BOUNDARY PHASE 2.2 CONSTRUCTION LIMITS PHASE 2.2 BOUNDARY ALLEY 2.3 INSTALL 66 LF 8" CLASS 51 D.I. PIPE TYPE A TRENCH BACKFILL & TYPE 1 BEDDING THIS RECORD DRAWING HAS BE PREPARED, IN PART, BY INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NO VERIFIED THE ACCURACY AND / COMPLETENESS OF THIS INFORMATION IN ALL INSTANCE AND SHALL NOT BE RESPONSIBL FOR ANY ERRORS OR OMISSION THAT MAY BE INCORPORATED A A RESULT OF INFORMATION PROVIDED BY OTHERS.2024engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOT 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net COOPER KRAUSE 59774 10/2024 RECORD DRAWING CO BLOCK 7 LOT 26 BLOCK 7 LOT 27 BLOCK 7 LOT 24 BLOCK 7 LOT 23 BLOCK 7 LOT 22 BLOCK 7 LOT 25 BLOCK 8 LOT 37 BLOCK 8 LOT 36 BLOCK 8 LOT 35 BLOCK 8 LOT 34 BLOCK 8 LOT 23 BLOCK 8 LOT 22 BLOCK 8 LOT 28 BLOCK 8 LOT 21 BLOCK 8 LOT 27 BLOCK 8 LOT 20 BLOCK 8 LOT 26 BLOCK 8 LOT 19 BLOCK 8 LOT 25 BLOCK 8 LOT 24 BLOCK 8 LOT 38 O.S. TRACT 10 BLOCK 10 LOT 7 BLOCK 10 LOT 8 BLOCK 10 LOT 9 BLOCK 10 LOT 10 STORMWATER TRACT 13 O.S.TRACT 12BLOCK 11 LOT 1B BLOCK 11 LOT 2A BLOCK 11 LOT 2B BLOCK 11 LOT 3A BLOCK 11 LOT 3B BLOCK 11 LOT 1A S0°00'00"E67.50'S90°00'00"W 235.00'N0°00'00"W67.50'S0°00'00"E 135.00'S0°58'19"E60.01'S0°00'00"E 179.76'R=530.00'L=152.36'Δ=16°28'13"GWGWGWGWGWGWGWGWGWGWHH HH 371BPBPBPBPBPBPBPBPBP BPBPBPBPBPBPBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTNGNGNGNGNGNGNGNGNGNGBP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BPNGNGNGNGNGNGNGNGNGNGNGNGNGNGNG BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BTBPBPBPBPBPBPBPBP BPBPBPBPBPBPNGNGNGNGNGNGNGNGNGNGBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BPBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBT NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG 12SD D >>>>>>>>>>>>>>>8W8W8W8W8W8W8W8W8W8W8W8WDYH 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8WWSWSWSWSWS8S8S8S8S8S8S8S8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S8S8S8S8S8S8S8S8S8S8S8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS4+005+006+007+008+009+0010+008S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S S S S 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8WWSWSWSWSWSHH HHHH 8" CROSS STA 5+04.97, 6.00' LT 8" GATE VALVE STA 5+45.72, 6.01' LT 8" GATE VALVE STA 4+63.68, 6.01' LT STA 7+66.73, 5.99' LT REMOVE EXISTING TEMPORARY BLOW-OFF CAP AND INSTALL NEW 8" GATE VALVE. CONTRACTOR TO FIELD VERIFY LOCATION AND ELEVATION. 1" WA T E R S E R V STA 5 + 7 1. 0 0 - 3 6. 5' L T 1" WA T E R S E R V STA 6 + 6 5. 0 0 - 3 6. 5' L T 1" WA T E R S E R V STA 6 + 3 5. 0 0 - 3 6. 5' L T 1" WA T E R S E R V STA 7 + 2 9. 0 0 - 3 6. 5' L T 1" WA T E R S E R V STA 7 + 5 9. 0 0 - 3 6. 5' L T 4705 4710 4715 4720 4725 4730 4705 4710 4715 4720 4725 4730 FG-4724.71EG-4722.043+50 FG-4724.46EG-4721.354+00 FG-4723.88EG-4720.97FG-4723.31EG-4721.815+00 FG-4723.48EG-4722.11FG-4724.15EG-4721.876+00 FG-4724.61EG-4721.47FG-4724.86EG-4721.187+00 FG-4725.11EG-4721.17FG-EG-4721.598+00 FG-EG-4722.59FG-EG-4722.819+00INV-4715.75INV-4715.86INV-4715.96INV-4715.99INV-4716.12INV-4716.43INV-4716.74INV-4717.06INV-4717.37INV-4717.53INV-4717.56INV-4717.59UTILITY CONDUIT (TYP.) PROPOSED GRADE AT CENTERLINE EXISTING GROUND AT CENTERLINE DEWATERING CROSSING (TYP.) PROPOSED SEWER MAIN (TYP.) 8" CROSS STA 5+04.97 8" INV = 4716.03 8" GATE VALVE STA 7+66.73 8" INV = 4717.51 8" GATE VALVE STA 5+45.72 8" INV = 4716.14 8" GATE VALVE STA 4+63.68 8" INV = 4716.05 6.5' MIN COVER (TYP.) EXISTING PHASE 2.1 GRADE AT CENTERLINE SEWER CROSSING 18" MIN. SEPARATION WATER SERVICE (TYP.) SEWER SERVICE CROSSING (TYP.) 8" CAP STA 4+51.94 8" INV = 4716.03 2024COPYRIGHT © MORRISON-MAIERLE, SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY P:\6787\007-PH_2.2+2.3\ACAD\SHEETS\6787.007_WATER SHEETS.DWGREVISIONS 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! PLOTTED BY:COOPER KRAUSE ON May/08/2024 NORTHWEST CROSSING SUBDIVISION PH 2.2 BOZEMAN MONTANA BRIARWOOD LANE WATER STA 3+50 TO 9+00 6787.007 18 W-2 RSP CPK MEE 5/8/24 ---- ---- FOR CONSTRUCTIONMAY 202411/8/2023 BRIARWOOD LANE INSTALL 315 LF 8" CLASS 51 D.I. PIPE TYPE A TRENCH BACKFILL & TYPE 1 BEDDING STA 3+50 TO 9+00 0 VERT. SCALE IN FEET 0 HORIZ. SCALE IN FEET 1.53 3 6 1530 30 60TWIN LAKES AVEBRIARWOOD LANE ALLEY 2.2 ALLEY 2.3 ALLEY 2.1 ALLEY 2.2 WATER SEE SHEET W-1 TWIN LAKES AVE. WATER SEE SHEET W-5 PHASE 2.1 PHASE 2.3 PHASE 2.1 BOUNDARY PHASE 2.2 CONSTRUCTION LIMITS PHASE 2.2 BOUNDARY TEMPORARY END CAP AND BLOWOFF INSTALL PER C.O.B. STANDARD 02660-7 THIS RECORD DRAWING HAS BE PREPARED, IN PART, BY INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NO VERIFIED THE ACCURACY AND / COMPLETENESS OF THIS INFORMATION IN ALL INSTANCE AND SHALL NOT BE RESPONSIBL FOR ANY ERRORS OR OMISSION THAT MAY BE INCORPORATED A A RESULT OF INFORMATION PROVIDED BY OTHERS.2024engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOT 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net COOPER KRAUSE 59774 10/2024 RECORD DRAWING MW TP TP CO CO BLOCK 7 LOT 26 BLOCK 7 LOT 27 BLOCK 7 LOT 11 BLOCK 7 LOT 10 BLOCK 7 LOT 9 BLOCK 7 LOT 24 BLOCK 7 LOT 8 BLOCK 7 LOT 7 BLOCK 7 LOT 6 BLOCK 7 LOT 23 BLOCK 7 LOT 22 BLOCK 7 LOT 25 BLOCK 8 LOT 37 BLOCK 8 LOT 36 BLOCK 8 LOT 35 BLOCK 8 LOT 34 BLOCK 8 LOT 3 BLOCK 8 LOT 2 BLOCK 8 LOT 13 BLOCK 8 LOT 9 BLOCK 8 LOT 1 BLOCK 8 LOT 12 BLOCK 8 LOT 8 BLOCK 8 LOT 18 BLOCK 8 LOT 11 BLOCK 8 LOT 7 BLOCK 8 LOT 17 BLOCK 8 LOT 10 BLOCK 8 LOT 6 BLOCK 8 LOT 16 BLOCK 8 LOT 5 BLOCK 8 LOT 15 BLOCK 8 LOT 4 BLOCK 8 LOT 14 BLOCK 8 LOT 23 BLOCK 8 LOT 22 BLOCK 8 LOT 28 BLOCK 8 LOT 21 BLOCK 8 LOT 27 BLOCK 8 LOT 20 BLOCK 8 LOT 26 BLOCK 8 LOT 19 BLOCK 8 LOT 25 BLOCK 8 LOT 24 BLOCK 8 LOT 38 O.S. TRACT 04 S0°00'00"W 135.00'N90°00'00"E 85.00' S0°00'12"W 60.00' S89°59'58"W 38.00'S0°00'00"E67.50'S90°00'00"W 235.00'N0°00'00"W67.50'N90°00'00"W 30.00'S0°00'00"E 135.00'N0°00'00"E 378.63'GWGWGWGWGWGWGWGWGWGWGWGWHH HH HHHH HH 557 826BPBPBPBPBPBPBPBPBP BPBPBPBPBPBPBPBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTNGNGNGNGNGNGNGNGNGNGNGNGBP 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 BPNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNG 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 BTBPBPBPBPBPBPBPBPBPBP BPBPBPBPBPBPNGNGNGNGNGNGNGNGNGNGNGNGBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBP 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 BPBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBT 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 12SD 15SD15SD15SD15SD15SD15SD15SDD12SDD 8W8W8W8W8W8W8W8W8W8W8W8W8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8WDYHWSWSWSWS WSWSWSWSWSWSWSWSWSWSWSWSWSWSWS8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8SSSSSSSSS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS4+005+006+007+008+009+0010+0011+0015SD 12SD 12SD 15SD15SD15SD15SD15SD8W 8W 8WDYHHH HH 8"x11 1/4° BEND STA 10+54.22, 6.02' LT 8"x11 1/4° BEND STA 10+64.12, 3.54' LT 8" CROSS STA 5+04.90, 5.97' LT 8" GATE VALVE STA 5+45.68, 6.01' LT 8" GATE VALVE STA 4+62.37, 6.03' LT STA 10+66.68, 3.49' LT REMOVE EXISTING TEMPORARY BLOW-OFF CAP AND INSTALL NEW 8" GATE VALVE. CONTRACTOR TO FIELD VERIFY LOCATION AND ELEVATION. 1" W A T E R S E R V ST A 5 + 6 9 . 0 0 - 3 6 . 5 ' R T 1" W A T E R S E R V ST A 6 + 3 5 . 0 0 - 3 6 . 5 ' R T 1" W A T E R S E R V ST A 6 + 6 3 . 0 0 - 3 6 . 5 ' R T 1" W A T E R S E R V ST A 7 + 2 9 . 0 0 - 3 6 . 5 ' R T 1" W A T E R S E R V ST A 7 + 5 7 . 0 0 - 3 6 . 5 ' R T 1" W A T E R S E R V ST A 8 + 3 4 . 0 0 - 3 6 . 5 ' R T 1" W A T E R S E R V ST A 9 + 0 0 . 0 0 - 3 6 . 5 ' R T 1" W A T E R S E R V ST A 9 + 2 8 . 0 0 - 3 6 . 5 ' R T 1" W A T E R S E R V ST A 9 + 9 4 . 0 0 - 3 6 . 5 ' R T 1" W A T E R S E R V ST A 1 0 + 2 4 . 0 0 - 3 6 . 5 ' R T 1" WA T E R S E R V STA 5 + 7 1. 0 0 - 3 6. 5' L T 1" WA T E R S E R V STA 6 + 3 7. 0 0 - 3 6. 5' L T 1" WA T E R S E R V STA 6 + 6 5. 0 0 - 3 6. 5' L T 1" WA T E R S E R V STA 7 + 3 1. 0 0 - 3 6. 5' L T 1" WA T E R S E R V STA 7 + 5 9. 0 0 - 3 6. 5' L T 1" WA T E R S E R V STA 8 + 3 6. 0 0 - 3 6. 5' L T 1" WA T E R S E R V STA 9 + 0 2. 0 0 - 3 6. 5' L T 1" WA T E R S E R V STA 9 + 3 0 . 0 0 - 3 6. 5' L T 1" WA T E R S E R V STA 9 + 9 6. 0 0 - 3 6. 5' L T 4705 4710 4715 4720 4725 4730 4705 4710 4715 4720 4725 4730 FG-4721.73EG-4717.634+00 FG-4721.14EG-4719.33FG-EG-4719.155+00 FG-4720.79EG-4718.69FG-4721.46EG-4718.826+00 FG-4721.93EG-4718.42FG-4722.18EG-4718.747+00 FG-4722.43EG-4718.85FG-4722.76EG-4720.048+00 FG-4723.39EG-4720.37FG-4723.69EG-4721.059+00 FG-4723.98EG-4721.88FG-4723.99EG-4722.7710+00 FG-4723.55EG-4723.14FG-EG-4722.8011+00INV-INV-INV-4713.22INV-4712.93INV-4713.20INV-4713.47INV-4713.75INV-4714.02INV-4714.29INV-4714.57INV-4714.84INV-4715.11INV-4715.39INV-4715.66INV-4715.55UTILITY CONDUIT (TYP.) PROPOSED GRADE AT CENTERLINE EXISTING GROUND AT CENTERLINE DEWATERING CROSSING (TYP.)PROPOSED SEWER MAIN (TYP.) 8" CROSS STA 5+04.90 8" INV = 4713.26 8" GATE VALVE STA 10+66.68 8" INV = 4715.73 8"x11 1/4° BEND STA 10+64.12 8" INV = 4715.73 8"x11 1/4° BEND STA 10+54.22 8" INV = 4715.73 8" GATE VALVE STA 5+45.68 8" INV = 4712.95 8" GATE VALVE STA 4+62.37 8" INV = 4713.26 6.5' MIN COVER (TYP.) SEWER CROSSING 18" MIN. SEPARATION WATER SERVICE (TYP.) SEWER SERVICE CROSSING (TYP.) 8" CAP STA 4+54.15 8" INV = 4713.26 2024COPYRIGHT © MORRISON-MAIERLE, SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY P:\6787\007-PH_2.2+2.3\ACAD\SHEETS\6787.007_WATER SHEETS.DWGREVISIONS 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! PLOTTED BY:COOPER KRAUSE ON May/08/2024 NORTHWEST CROSSING SUBDIVISION PH 2.2 BOZEMAN MONTANA WILDWOOD LANE WATER STA 4+00 TO 11+00 6787.007 19 W-3 RSP CPK MEE 5/8/24 ---- ---- FOR CONSTRUCTIONMAY 202411/8/2023 WILDWOOD LANE INSTALL 613 LF 8" CLASS 51 D.I. PIPE TYPE A TRENCH BACKFILL & TYPE 1 BEDDING STA 4+00 TO 11+00 0 VERT. SCALE IN FEET 0 HORIZ. SCALE IN FEET 1.53 3 6 1530 30 60TWIN LAKES AVEWILDWOOD LANE DAYSPRING AVETWIN LAKES AVE. WATER SEE SHEET W-5 PHASE 2.1 PHASE 2.3 PHASE 2.1 BOUNDARY PHASE 2.2 CONSTRUCTION LIMITS PHASE 2.2 BOUNDARY TEMPORARY END CAP AND BLOWOFF INSTALL PER C.O.B. STANDARD 02660-7 THIS RECORD DRAWING HAS BE PREPARED, IN PART, BY INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NO VERIFIED THE ACCURACY AND / COMPLETENESS OF THIS INFORMATION IN ALL INSTANCE AND SHALL NOT BE RESPONSIBL FOR ANY ERRORS OR OMISSION THAT MAY BE INCORPORATED A A RESULT OF INFORMATION PROVIDED BY OTHERS.2024engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOT 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net COOPER KRAUSE 59774 10/2024 WILDWOOD LANE HAS BEEN CHANGED TOCOMPASS LANE. FOR CONTINUITY WITHPREVIOUS SUBMITTALS, THE NAME HAS NOTBEEN CHANGED ON THIS SET OF PLANS. (A.B.) RECORD DRAWING CO PARK BLOCK 7 LOT 11 BLOCK 7 LOT 10 BLOCK 7 LOT 9 BLOCK 7 LOT 8 BLOCK 7 LOT 7 BLOCK 7 LOT 6 BLOCK 8 LOT 3 BLOCK 8 LOT 2 BLOCK 8 LOT 13 BLOCK 8 LOT 9 BLOCK 8 LOT 1 BLOCK 8 LOT 12 BLOCK 8 LOT 8 BLOCK 8 LOT 18 BLOCK 8 LOT 11 BLOCK 8 LOT 7 BLOCK 8 LOT 17 BLOCK 8 LOT 10 BLOCK 8 LOT 6 BLOCK 8 LOT 16 BLOCK 8 LOT 5 BLOCK 8 LOT 15 BLOCK 8 LOT 4 BLOCK 8 LOT 14 O.S. TRACT 04 N90°00'00"W 34.54' S0°00'00"W 60.00' N90°00'00"W 85.00'S0°00'00"W 135.00'N0°00'00"E 378.63'N90°00'00"E 60.00'N0°00'00"EN90°00'00"E 274.00' N90°00'00"W 34.54' R=810.0 L=42.0 Δ=2°58'2 GWGWGWGWGWGWGWGWGWGWGWGWHH HH HHHH HH 751 1017BPBPBP BPBPBPBPBPBPBPBTBTBTBTBTBTBTBTBTBTNGNGNGNGNGNGNGBPBPBPBPBPBPBPBPNGNGNGNGNGNGBTBTBTBTBTBTBTBTBP 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 BPNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNG 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 BTBPBPBPBP BPBPBPBPBPBPNGNGNGNGNGNGNGNGBTBTBTBTBTBTBTBTBTBTBP 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 BPBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBT NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG 12SD15SD 15SD 15SD 15SD 15SD 15SD 15SD15SD15SD15SD 15SD15SD15SD15SD12SDD D D D15SD 8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8WDYH WSWSWSWSWSWSWSWSWSWS8S8S8S8S8S8S8S8S8S8S8S8S8S8S 8S 8S 8S 8S 8S8S8S8S8S8S8S8S8S8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S SSSSSSSSSSSSSSSSSSSSSSSS8+009+0010+0011+0012+0013+00 14+0015+0015SD 12SD 15SD15SD8W 8W8WDYHHH HH HH 8" CROSS STA 9+11.70, 11.01' LT 8"x6" TEE STA 9+70.04, 10.99' LT 8" GATE VALVE STA 8+63.38, 11.00' LT 8" GATE VALVE STA 9+82.13, 10.99' LT STA 14+50.64, 6.05' LT REMOVE EXISTING TEMPORARY BLOW-OFF CAP AND INSTALL NEW 8" GATE VALVE. CONTRACTOR TO FIELD VERIFY LOCATION AND ELEVATION. 8"x22 1/2° BEND STA 14+48.68, 6.04' LT 8"x22 1/2° BEND STA 14+36.58, 10.96' LT 1" W A T E R S E R V ST A 9 + 7 7 . 9 1 - 3 6 . 5 ' R T 1" W A T E R S E R V ST A 1 0 + 4 1 . 9 1 - 3 6 . 5 ' R T 1" W A T E R S E R V ST A 1 0 + 7 1 . 9 1 - 3 6 . 5 ' R T 1" W A T E R S E R V ST A 1 1 + 3 5 . 9 1 - 3 6 . 5 ' R T 1" W A T E R S E R V ST A 1 1 + 6 5 . 9 1 - 3 6 . 5 ' R T 1" W A T E R S E R V ST A 1 2 + 4 2 . 9 1 - 3 6 . 5 ' R T 1" W A T E R S E R V ST A 1 3 + 0 6 . 9 1 - 3 6 . 5 ' R T 1" W A T E R S E R V ST A 1 3 + 3 6 . 9 1 - 3 6 . 5 ' R T 1" W A T E R S E R V ST A 1 4 + 0 0 . 9 1 - 3 6 . 5 ' R T 8" CAP STA 12+98.41, 45.05' LT INSTALL PER C.O.B. STANDARD 02660-7 8" CAP STA 14+30.41, 45.04' LT INSTALL PER C.O.B. STANDARD 02660-7 8" TEE STA 12+98.42, 10.97' LT 8" TEE STA 14+30.40, 10.96' LT FH ASS'Y STA 9+70.04 - 21.0' LT 1" W A T E R S E R V ST A 8 + 5 7 . 9 9 - 3 6 . 5 ' R T 4705 4710 4715 4720 4725 4730 4705 4710 4715 4720 4725 4730 FG-4720.87EG-4716.837+50 FG-4721.12EG-4715.598+00 FG-4720.88EG-4716.69FG-4720.34EG-4716.379+00 FG-4720.51EG-4715.81FG-4721.02EG-4716.5210+00 FG-4720.92EG-4716.92FG-4720.30EG-4717.2711+00 FG-4719.90EG-4717.16FG-4720.14EG-4717.6912+00 FG-4720.68EG-4718.47FG-4720.94EG-4719.4713+00 FG-4721.19EG-4720.63FG-4721.44EG-4721.3614+00 FG-4721.69EG-4721.06FG-EG-4720.4515+00INV-INV-4711.27INV-4711.44INV-4711.53INV-4711.61INV-4711.81INV-4712.07INV-4712.33INV-4712.59INV-4712.85INV-4713.11INV-4713.37INV-4713.63INV-4713.90INV-4714.25INV-4714.64UTILITY CONDUIT (TYP.) PROPOSED GRADE AT CENTERLINE EXISTING GROUND AT CENTERLINE DEWATERING CROSSING (TYP.) PROPOSED SEWER MAIN (TYP.) 8" CROSS STA 9+11.70 8" INV = 4711.59 8"x6" TEE STA 9+70.04 8" INV = 4711.69 8" GATE VALVE STA 8+63.38 8" INV = 4711.53 6.5' MIN COVER (TYP.) 8" GATE VALVE STA 9+82.13 8" INV = 4711.76 8"x22 1/2° BEND STA 14+36.58 8" INV = 4714.13 8"x22 1/2° BEND STA 14+48.68 8" INV = 4714.28 8" GATE VALVE STA 14+50.64 8" INV = 4714.29 SEWER CROSSING 18" MIN. SEPARATION WATER SERVICE (TYP.) 8" CAP STA 8+53.53 8" INV = 4711.50 8" TEE STA 14+30.40 8" INV = 4714.10 8" TEE STA 12+98.42 8" INV = 4713.41 FH BURY = 4720.95 2024COPYRIGHT © MORRISON-MAIERLE, SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY P:\6787\007-PH_2.2+2.3\ACAD\SHEETS\6787.007_WATER SHEETS.DWGREVISIONS 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! PLOTTED BY:COOPER KRAUSE ON May/08/2024 NORTHWEST CROSSING SUBDIVISION PH 2.2 BOZEMAN MONTANA TOUCHSTONE DRIVE WATER STA 7+50 TO 15+00 6787.007 20 W-4 RSP CPK MEE 5/8/24 ---- ---- FOR CONSTRUCTIONMAY 202411/8/2023 TOUCHSTONE DRIVE INSTALL 597 LF 8" CLASS 51 D.I. PIPE TYPE A TRENCH BACKFILL & TYPE 1 BEDDING STA 7+50 TO 15+00 0 VERT. SCALE IN FEET 0 HORIZ. SCALE IN FEET 1.53 3 6 1530 30 60 TWIN LAKES AVETOUCHSTONE DRIVE DAYSPRING AVEPHASE 2.1PHASE 2.3 FUTURE PHASE LINE PHASE 2.1 BOUNDARY PHASE 2.2 CONSTRUCTION LIMITS PHASE 2.2 BOUNDARY TEMPORARY END CAP AND BLOWOFF INSTALL PER C.O.B. STANDARD 02660-7 THIS RECORD DRAWING HAS BE PREPARED, IN PART, BY INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NO VERIFIED THE ACCURACY AND / COMPLETENESS OF THIS INFORMATION IN ALL INSTANCE AND SHALL NOT BE RESPONSIBL FOR ANY ERRORS OR OMISSION THAT MAY BE INCORPORATED A A RESULT OF INFORMATION PROVIDED BY OTHERS.2024engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOT 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net COOPER KRAUSE 59774 10/2024 STA 9+71 (A.B.) STA 14+35 (A.B.) 14+29 (A.B.) FH BENCHMARKELEV=4723.10 (A.B.) RECORD DRAWING MWMWTPTPCOCOMWBLOCK 7LOT 9BLOCK 7LOT 24BLOCK 7LOT 8BLOCK 7LOT 25BLOCK 8LOT 37BLOCK 8LOT 36BLOCK 8LOT 3BLOCK 8LOT 2BLOCK 8LOT 1BLOCK 8LOT 18BLOCK 8LOT 17BLOCK 8LOT 16BLOCK 8LOT 21BLOCK 8LOT 20BLOCK 8LOT 19BLOCK 8LOT 38O.S.TRACT 10O.S.TRACT 11BLOCK 10LOT 13BLOCK 10LOT 12BLOCK 10LOT 11BLOCK 10LOT 9BLOCK 10LOT 10STORMWATERTRACT 13O.S. TRACT 12 BLOCK 11LOT 8ABLOCK 11LOT 8BBLOCK 11LOT 9ABLOCK 11LOT 1BBLOCK 11LOT 2ABLOCK 11LOT 1AN90°00'00"W 191.88'S16°28'13"E 48.54'S78°41'34"W60.24'N16°28'13"W 33.49' N16°28'1 3 " W 1 3 2 . 5 5 ' R =5 3 0.00 ' L=152.36' Δ =16°28'13" N0°00'00"E 378.63'N90°00'00"E60.00'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 GWGWGW GW HHHHHHHHHHHH371557751BPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGBPBPBPBPBPBPBPBPBPBPBPNGNGNGNGNGNGNGNGBTBTBTBTBTBTBTBTBTBTBTBPBPBPBPBPBPBPBPBPBPBPNGNGNGNGNGNGNGNGBTBTBTBTBTBTBTBTBTBTBTBPBPBPBPBPBPBPBPBPBPNGNGNGNGNGNGNGNGBTBTBTBTBTBTBTBTBTBTBTBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBPBPBPBPBPBPBPBPBTBTBTBTBTBTBTBTNGNGNGNGNGNGBPBPBPBPBPBPBPBPBPBPBPBTBTBTBTBTBTBTBTBTBTBTNGNGNGNGNGNGNGNGBPBPBPBPBPBPBPBPBPBPBPBTBTBTBTBTBTBTBTBTBTBTNGNGNGNGNGNGNGNG12SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SDD12SDDD>>>>>>>>>>>>>>>D15SD8W8W8W8W8W8W8W8W8W8W8W 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 8WDYH8W8W8W 8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8WDYHDYH WSWSWSWS WS WS WSWSWSWS WS WS WS 8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8SSS SS SS SSSSSSSSSSSSSSSS SS SS SSSS SS SS SS SS SS SS 1+002+003+004+005+006+007+008+00ESDESDESDDESDESDESDESDESDESD DESD D8W 8W 8W 8W 8W8W8W8W8W8W8W8W8W 8W8W8W8W8WWS FIRE WSFIRE 8S 8S 12S12S12S12S12S12S12S12S12S12S12S8"x11 1/4° BEND STA 3+70.70, 12.84' LT 8"x6" TEE STA 3+29.00, 9.08' LT 8"x6" TEE STA 6+11.42, 11.12' LT 8" GATE VALVE STA 6+26.28, 11.12' LT 8" GATE VALVE STA 5+07.31, 11.08' LT 8" GATE VALVE STA 4+31.25, 11.05' LT 8" GATE VALVE STA 3+33.98, 9.34' LT 8" GATE VALVE STA 2+58.96, 10.65' LT 8" GATE VALVE STA 7+02.22, 11.15' LT STA 1+35.75, 10.41' LT REMOVE EXISTING TEMPORARY BLOW-OFF CAP AND INSTALL NEW 8" GATE VALVE. CONTRACTOR TO FIELD VERIFY LOCATION AND ELEVATION. 8" CROSS STA 3+78.33, 12.25' LT 8" CROSS STA 5+72.49, 11.10' LT 8" CROSS STA 2+53.46, 10.99' LT STA 8+20.87, 11.20' LT INSTALL 8" GATE VALVE WITH TEMPORARY END CAP AND BLOW OFF FOR PHASE 2.2. 8" CROSS STA 7+72.53, 11.21' LT FH ASS'Y STA 3+28.46 - 21.0' LT FH ASS'Y STA 6+11.43 - 21.0' LT 4705 4710 4715 4720 4725 4730 4705 4710 4715 4720 4725 4730 FG-EG-4724.480+50 FG-EG-4724.291+00 FG-4728.40EG-4724.30FG-4727.18EG-4724.032+00 FG-4725.97EG-4723.49FG-4724.75EG-4722.893+00 FG-4723.76EG-4722.20FG-4723.04EG-4721.614+00 FG-4722.34EG-4720.76FG-4721.64EG-4720.125+00 FG-4720.94EG-4719.33FG-4720.21EG-4718.366+00 FG-4719.67EG-4717.39FG-4719.55EG-4716.867+00 FG-4720.21EG-4716.42FG-4719.77EG-4715.958+00 FG-4718.52EG-4715.068+50INV-INV-INV-4716.94INV-4717.40INV-4717.86INV-4717.28INV-4716.47INV-4715.43INV-4714.49INV-4714.14INV-4713.32INV-4712.56INV-4712.05INV-4711.56INV-4711.55INV-4711.30INV-EXISTING GROUND AT CENTERLINE PROPOSED GRADE AT CENTERLINE DEWATERING (TYP.) PROPOSED SEWER MAIN (TYP.) 8"x6" TEE STA 6+11.42 8" INV = 4712.46 8"x6" TEE STA 3+29.00 8" INV = 4716.90 8" CROSS STA 3+78.33 8" INV = 4716.03 8" CROSS STA 7+72.53 8" INV = 4711.59 8" CROSS STA 5+72.49 8" INV = 4713.26 8" GATE VALVE STA 1+35.75 8" INV = 4716.85 8" GATE VALVE STA 6+26.28 8" INV = 4712.32 8" GATE VALVE STA 5+07.31 8" INV = 4714.13 8" GATE VALVE STA 4+31.25 8" INV = 4714.67 8" GATE VALVE STA 3+33.98 8" INV = 4716.80 8" GATE VALVE STA 2+58.96 8" INV = 4717.92 8" GATE VALVE STA 7+02.22 8" INV = 4711.58 8" GATE VALVE STA 8+20.87 8" INV = 4711.15 8"x11 1/4° BEND STA 3+70.70 8" INV = 4716.15 6.5' MIN COVER (TYP.) 8" CROSS STA 2+53.46 8" INV = 4717.93 SEWER CROSSING 18" MIN. SEPARATION SEWER CROSSING 18" MIN. SEPARATION SEWER CROSSING 18" MIN. SEPARATION SEWER CROSSING 18" MIN. SEPARATION EXISTING PHASE 1 SURFACE FH BURY = 4724.28 FH BURY = 4720.14 2024COPYRIGHT © MORRISON-MAIERLE, SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY P:\6787\007-PH_2.2+2.3\ACAD\SHEETS\6787.007_WATER SHEETS.DWGREVISIONS 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! PLOTTED BY:COOPER KRAUSE ON May/08/2024 NORTHWEST CROSSING SUBDIVISION PH 2.2 BOZEMAN MONTANA TWIN LAKES AVENUE WATER STA 0+50 TO 8+00 6787.007 21 W-5 RSP CPK MEE 5/8/24 ---- ---- FOR CONSTRUCTIONMAY 202411/8/2023 TWIN LAKES AVE INSTALL 685 LF 8" CLASS 51 D.I. PIPE TYPE A TRENCH BACKFILL & TYPE 1 BEDDING STA 0+50 TO 8+00 TWIN LAKES AVE BRIARWOOD LANEWILDWOOD LANETOUCHSTONE DRIVEALLEY 2.2ALLEY 2.30 VERT. SCALE IN FEET 0 HORIZ. SCALE IN FEET 1.53 3 6 1530 30 60 BRIARWOOD LANE WATER SEE SHEET W-2 ALLEY 2.2 WATER SEE SHEET W-1 WILDWOOD LANE WATER SEE SHEET W-3 TOUCHSTONE DRIVE WATER SEE SHEET W-4PHASE 2.3PHASE 2.2 CONSTRUCTION LIMITS PHASE 2.2 BOUNDARY TEMPORARY END CAP AND BLOWOFF INSTALL PER C.O.B. STANDARD 02660-7 THIS RECORD DRAWING HAS BE PREPARED, IN PART, BY INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NO VERIFIED THE ACCURACY AND / COMPLETENESS OF THIS INFORMATION IN ALL INSTANCE AND SHALL NOT BE RESPONSIBL FOR ANY ERRORS OR OMISSION THAT MAY BE INCORPORATED A A RESULT OF INFORMATION PROVIDED BY OTHERS.2024engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOT 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net COOPER KRAUSE 59774 10/2024 6+10 (A.B.) WILDWOOD LANE HAS BEEN CHANGED TOCOMPASS LANE. FOR CONTINUITY WITHPREVIOUS SUBMITTALS, THE NAME HAS NOTBEEN CHANGED ON THIS SET OF PLANS. (A.B.) FH BENCHMARKELEV=4722.30 (A.B) FH BENCHMARKELEV=4726.46 (A.B.) RECORD DRAWING MWMWTPTPCOCOCOCOMWPARKBLOCK 7LOT 9BLOCK 7LOT 24BLOCK 7LOT 8BLOCK 7LOT 25BLOCK 8LOT 37BLOCK 8LOT 36BLOCK 8LOT 3BLOCK 8LOT 2BLOCK 8LOT 1BLOCK 8LOT 18BLOCK 8LOT 17BLOCK 8LOT 16BLOCK 8LOT 21BLOCK 8LOT 20BLOCK 8LOT 19BLOCK 8LOT 38O.S.TRACT 10O.S.TRACT 11BLOCK 10LOT 13BLOCK 10LOT 12BLOCK 10LOT 11BLOCK 10LOT 9BLOCK 10LOT 10STORMWATERTRACT 13O.S. TRACT 12 BLOCK 11LOT 8ABLOCK 11LOT 8BBLOCK 11LOT 9ABLOCK 11LOT 1BBLOCK 11LOT 2ABLOCK 11LOT 1AN16°28'1 3 " W 1 3 2 . 5 5 ' R =5 30.00 ' L=152.3 6' Δ =16°2 8'13" N0°00'00"E 378.63'N90°00'00"E60.00'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 GWGWGW GW GW GW HHHHHHHHHHHH371557751BPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGBPBPBPBPBPBPBPBPBPBPBPNGNGNGNGNGNGNGNGBTBTBTBTBTBTBTBTBTBTBTBPBPBPBPBPBPBPBPBPBPBPNGNGNGNGNGNGNGNGBTBTBTBTBTBTBTBTBTBTBTBPBPBPBPBPBPBPBPBPBPNGNGNGNGNGNGNGNGBTBTBTBTBTBTBTBTBTBTBTBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBPBPBPBPBPBPBPBPBTBTBTBTBTBTBTBTNGNGNGNGNGNGBPBPBPBPBPBPBPBPBPBPBPBTBTBTBTBTBTBTBTBTBTBTNGNGNGNGNGNGNGNGBPBPBPBPBPBPBPBPBPBPBPBTBTBTBTBTBTBTBTBTBTBTNGNGNGNGNGNGNGNG12SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SDD12SDDD>>>>>>>>>>>>>>>D15SD8W8W8W8W8W8W8W8W8W8W8W8W8W 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 8WDYH8W8W8W8W8W8W8W 8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8WDYHDYH WSWSWSWSWS WS WS WSWSWSWSWS WS WS WS WS 8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8SSS SS SS SSSSSSSSSSSSSSSS SS SS SSSS SS SS SS SS SS SS ESDESDESDDESDESDESDESDESDESD DESD D8W 8W 8W 8W 8W8W8W8W8W8W8W8W8W 8W8W8W8W8WWS FIRE WSFIRE 8S 8S 12S12S12S12S12S12S12S12S12S12S12SSTA 0+10.00, 0.00' CONNECT TO EXISTING 4716 CLEANOUT STA 1+16.07 CLEANOUT STA 1+60.16 CLEANOUT STA 2+28.50 CLEANOUT STA 3+13.81 CLEANOUT STA 4+23.44 CLEANOUT STA 5+12.44 CLEANOUT STA 7+07.44 0+001+002+003+004+005+006+007+008+00EXISTING TEMPORARY OUTFALL TO BE ABANDONED 4705 4710 4715 4720 4725 4730 4705 4710 4715 4720 4725 4730 EG-4723.690+00 EG-4723.94EG-4723.891+00 EG-4723.54EG-4722.932+00 EG-4721.93EG-4721.303+00 EG-4720.57EG-4720.014+00 EG-4719.46EG-4719.005+00 EG-4717.83EG-4717.166+00 EG-4716.60EG-4716.047+00 EG-4715.40EG-4714.698+00INV-INV-4718.85INV-4717.09INV-4715.03INV-4714.38INV-4713.87INV-4713.01INV-4712.35INV-4711.75INV-4710.95INV-4709.95INV-4709.48INV-4709.17INV-4708.87INV-4708.56INV-4708.41INV-4708.29CLEAN OUT (TYP.) SEWER CROSSING (TYP.) WATER CROSSING (TYP.)EXISTING GROUND ABOVE PIPE PROPOSED GRADE ABOVE PIPE 106.0 7 L F 1 2 " @ 3 . 5 4 % 68.34 LF 12" @ 0.50% 85.31 LF 1 2 " @ 1 . 7 2 % 109.63 LF 12" @ 1 . 2 0 % 44.09 LF 12" @ 4.43%89.00 LF 1 2 " @ 2 . 0 1 % 195.00 LF 12" @ 0.61% 1.5' CLEARANCE (TYP.) EXISTING PHASE 1 SURFACE CONNECT TO EXISTING PHASE 1 GROUNDWATER DRAIN FG CL-FG CL-4728.46FG CL-4727.16FG CL-4726.29FG CL-4724.81FG CL-4724.02FG CL-4723.52FG CL-4722.57FG CL-4721.83FG CL-4721.25FG CL-4720.70FG CL-4719.96FG CL-4719.77FG CL-4720.57FG CL-FG CL-4715.47FG CL-4715.91STA 0+10.00INV =4720.2712 x 12 REDUCINGINLINE WYESTA 1+16.07 INV =4716.53 12 x 12 REDUCING INLINE WYE STA 1+60.16INV =4714.5812 x 12 REDUCINGINLINE WYESTA 2+28.50INV =4714.2412 x 12 REDUCINGINLINE WYESTA 3+13.81INV =4712.7812 x 12 REDUCINGINLINE WYESTA 4+23.44INV =4711.4812 x 12 REDUCINGINLINE WYESTA 5+12.44 INV =4709.71 12 x 12 REDUCING INLINE WYE STA 7+07.44 INV =4708.52 12 x 12 REDUCING INLINE WYE WATER CROSSING MIN 1.5' CLEARANCE WATER CROSSING MIN 1.5' CLEARANCE SEWER CROSSING WATER CROSSING MIN 1.5' CLEARANCE SEWER CROSSING SEWER CROSSING 2024COPYRIGHT © MORRISON-MAIERLE, SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY P:\6787\007-PH_2.2+2.3\ACAD\SHEETS\6787.007_DEWATERING SHEETS.DWGREVISIONS 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! PLOTTED BY:COOPER KRAUSE ON May/08/2024 NORTHWEST CROSSING SUBDIVISION PH 2.2 BOZEMAN MONTANA GROUNDWATER DRAIN - TWIN LAKES - SOUTH STA 1+00 TO 8+00 6787.007 22 GW-1 RSP CPK MEE 5/8/24 ---- ---- 2 REVISIONS FOR CONSTRUCTION 05/08/2024 CPK FOR CONSTRUCTIONMAY 2024MATCH LINE SEE SHEET GW-211/8/2023 TWIN LAKES AVE BRIARWOOD LANEWILDWOOD LANETOUCHSTONE DRIVEALLEY 2.2ALLEY 2.30 VERT. SCALE IN FEET 0 HORIZ. SCALE IN FEET 1.53 3 6 1530 30 60 PHASE 2.2 PHASE 2.3 PHASE 2.2 CONSTRUCTION LIMITS SEE SHEET GW-2 TWIN LAKES AVE INSTALL 790 LF 12" A-2000 PERFORATED PVC PIPE TYPE A TRENCH BACKFILL & TYPE 1 BEDDING STA 1+00 TO 8+00 MINOR ELEVATION REVISIONS AND ADDED LABEL DESCRIPTIONS 2 THIS RECORD DRAWING HAS BE PREPARED, IN PART, BY INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NO VERIFIED THE ACCURACY AND / COMPLETENESS OF THIS INFORMATION IN ALL INSTANCE AND SHALL NOT BE RESPONSIBL FOR ANY ERRORS OR OMISSION THAT MAY BE INCORPORATED A A RESULT OF INFORMATION PROVIDED BY OTHERS.2024engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOT 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net COOPER KRAUSE 59774 10/2024 RECORD DRAWING N90°00'00"WGW GW GW GW GW GW GW GW GW GW GW GWGWGWGWGW GW GW GW GW GW GW GW GW GWBPBPBPBPBPBP BPBPBPBPBPBPBPBPBPBPNGNGNGNGNGNGNGNGNGNGNGNGBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBT8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S4714 4715 4716 4713 471247114710 470 9 CLEANOUT STA 10+31.44 8+009+0010+0011+0012+0012+95CLEANOUT & 45° BEND DOWNSTREAM STA 12+78.61 4695 4700 4705 4710 4715 4720 4695 4700 4705 4710 4715 4720 EG-4714.698+00 EG-4714.10EG-4713.769+00 EG-4713.14EG-4712.4110+00 EG-4711.35EG-4711.0011+00 EG-4710.39EG-4710.2712+00 EG-4709.78EG-13+00INV-4708.29INV-4708.16INV-4708.04INV-4707.91INV-4707.79INV-4707.66INV-4707.54INV-4707.41INV-4707.29INV-4707.16INV-EXISTING GROUND ABOVE PIPE 324.00 LF 12" @ 0.25% 247.17 LF 12" @ 0.25% CLEAN OUT (TYP.)STA 10+31.44INV =4707.7112 x 12 REDUCINGINLINE WYESTA 12+78.61 INV =4707.09 12 x 12 REDUCING INLINE WYE & 45° BEND DOWNSTREAM 2024COPYRIGHT © MORRISON-MAIERLE, SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY P:\6787\007-PH_2.2+2.3\ACAD\SHEETS\6787.007_DEWATERING SHEETS.DWGREVISIONS 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! PLOTTED BY:COOPER KRAUSE ON May/08/2024 NORTHWEST CROSSING SUBDIVISION PH 2.2 BOZEMAN MONTANA GROUNDWATER DRAIN - TWIN LAKES - NORTH STA 8+00 TO 13+00 6787.007 23 GW-2 RSP CPK MEE 5/8/24 ---- ---- 2 REVISIONS FOR CONSTRUCTION 05/08/2024 CPK 11/8/2023 0 VERT. SCALE IN FEET 0 HORIZ. SCALE IN FEET 1.53 3 6 1530 30 60 TWIN LAKES AVE FUTURE ROADBAXTER LANEFUTURE PHASE FUTURE PHASE LINE SEWER ACCESS GRAVEL ROAD GRADING EXTENTS (TYP.) SEE SHEET GW-4 TWIN LAKES AVE INSTALL 485 LF 12" A-2000 PERFORATED PVC PIPE TYPE A TRENCH BACKFILL & TYPE 1 BEDDING STA 8+00 TO 13+00MATCH LINE SEE SHEET GW-1THIS RECORD DRAWING HAS BE PREPARED, IN PART, BY INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NO VERIFIED THE ACCURACY AND / COMPLETENESS OF THIS INFORMATION IN ALL INSTANCE AND SHALL NOT BE RESPONSIBL FOR ANY ERRORS OR OMISSION THAT MAY BE INCORPORATED A A RESULT OF INFORMATION PROVIDED BY OTHERS.2024engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOT 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net COOPER KRAUSE 59774 10/2024 PIPE TO WEST NOT INSTALLED AS PARTOF THIS PROJECT. (A.B.) TEMPORARY OUTFALL107 LF 12" SOLID PVC@ 0.50% (A.B.) INV = 4706.50CONTINUE TRENCH EXCAVATION INTODITCH TO PROVIDE CHANNEL. INSTALLRIP RAP IN CHANNEL AND ALONG DITCHAS NEEDED. (A.B.) RECORD DRAWING 4695 4700 4705 4710 4715 4720 4695 4700 4705 4710 4715 4720 EXISTING GROUND ABOVE PIPE BAXTER DITCH EG-4705.010+00 EG-4703.88EG-4704.741+00 EG-4707.04EG-4706.652+00 EG-4707.51EG-4707.723+00 EG-4708.80EG-4708.844+00 EG-4709.45EG-4710.015+00 EG-4709.55EG-4708.956+00 EG-4709.296+50INV-INV-INV-INV-4703.19INV-4703.32INV-4703.45INV-4703.57INV-4703.70INV-4703.83INV-4703.95INV-4704.08INV-4704.21INV-4704.33INV-4704.46GROUNDWATER DRAIN OUTFALL STA 1+02.85; INV. ELEV=4703.08 671.22 LF 15" @ 0.25% EW EW EW EW E TP TP GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW0+001+002+003+004+005+006+004709471047114709 47084707 2024COPYRIGHT © MORRISON-MAIERLE, SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY P:\6787\007-PH_2.2+2.3\ACAD\SHEETS\6787.007_DEWATERING SHEETS.DWGREVISIONS 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! PLOTTED BY:COOPER KRAUSE ON May/08/2024 NORTHWEST CROSSING SUBDIVISION PH 2.2 BOZEMAN MONTANA GROUNDWATER DRAIN - OUTFALL - WEST STA 0+00 TO 6+50 6787.007 24 GW-3 RSP CPK MEE 5/8/24 ---- ---- 2 REVISIONS FOR CONSTRUCTION 05/08/2024 CPK FOR CONSTRUCTIONMAY 202411/8/2023 0 VERT. SCALE IN FEET 0 HORIZ. SCALE IN FEET 1.53 3 6 1530 30 60 BAXTER LANE BAXTER DITCHBAXTER OUTFALL INSTALL 553 LF 15" A-2000 PERFORATED PVC PIPE TYPE A TRENCH BACKFILL & TYPE 1 BEDDING STA 0+00 TO 6+50 WETLAND BOUNDARY MATCH LINESEE SHEET GW-4OUTFALL: CONCRETE FLARED END SECTION AND RIP RAP CHANNEL TO CREEK 2 2 2 THIS RECORD DRAWING HAS BE PREPARED, IN PART, BY INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NO VERIFIED THE ACCURACY AND / COMPLETENESS OF THIS INFORMATION IN ALL INSTANCE AND SHALL NOT BE RESPONSIBL FOR ANY ERRORS OR OMISSION THAT MAY BE INCORPORATED A A RESULT OF INFORMATION PROVIDED BY OTHERS.2024engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOT 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net COOPER KRAUSE 59774 10/2024 THIS PORTION OF THEGROUND WATER DRAIN WASNOT INSTALLED AS PART OF THIS PROJECT. (A.B.) RECORD DRAWING 4695 4700 4705 4710 4715 4720 4695 4700 4705 4710 4715 4720 12 X 15 REDUCER UPSTREAM OF WYE EXISTING GROUND ABOVE PIPE EG-4709.296+50 EG-4708.597+00 EG-4710.51EG-4710.508+00 EG-4711.22EG-4711.499+00 EG-4711.01EG-4710.5910+00 EG-4710.00EG-4709.7011+00 EG-4709.72EG-4709.1012+00 EG-4709.13EG-4709.9913+00INV-4704.46INV-4704.59INV-4704.71INV-4705.03INV-4705.52INV-4705.90INV-4706.02INV-4706.15INV-4706.27INV-4706.40INV-4706.52INV-4706.65INV-4706.87INV-CLEAN OUT (TYP.) 317.28 LF 12" @ 0.25%STA 11+98.94INV =4706.6412 x 12 REDUCINGINLINE WYE8.88 LF 15" SDR 35 PVC @ 0.93% 98.59 LF 12" PVC @ - 1 . 0 0 % 84.13 LF 12" SDR 35 PVC @ 0.44% STA 12+83.07 45° BEND INV=4707.01 STA 7+82.95 15 X 15 X 12 INLINE REDUCING WYE INV=4704.86STA 7+74.07INV =4704.7815 x 15 REDUCINGINLINE WYESTA 8+81.66 INV=4705.85 12 x 12 INLINE REDUCING WYE FUTURE SEWER CROSSING TP TP 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 GWGWGWGWGWGWGWDYH6W 8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S7+008+009+0010+0011+0012+0013+00471 147104709FUTURE SEWER 45° BEND STA 12+82.48 15 X 15 X 12 INLINE REDUCING WYE WITH 12 X 15 REDUCER UPSTREAM STA 7+83.07 CLEANOUT STA 8+81.66 CLEANOUT STA 11+98.94 CLEANOUT STA 7+74.07 CLEANOUT STA 8+01.07 INV = 4705.49 CAP FOR FUTURE EXPANSION TO SOUTH 2024COPYRIGHT © MORRISON-MAIERLE, SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY P:\6787\007-PH_2.2+2.3\ACAD\SHEETS\6787.007_DEWATERING SHEETS.DWGREVISIONS 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! PLOTTED BY:COOPER KRAUSE ON May/08/2024 NORTHWEST CROSSING SUBDIVISION PH 2.2 BOZEMAN MONTANA GROUNDWATER DRAIN - OUTFALL - EAST STA 6+50 TO 13+00 6787.007 25 GW-4 RSP CPK MEE 5/8/24 ---- ---- 2 REVISIONS FOR CONSTRUCTION 05/08/2024 CPK FOR CONSTRUCTIONMAY 202411/8/2023 0 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 637 LF 12" A-2000 PERFORATED PVC PIPE TYPE A TRENCH BACKFILL & TYPE 1 BEDDING STA 6+50 TO 13+00 WETLAND BOUNDARYMATCH LINESEE SHEET GW-3BAXTE R DI T C H 2 2 2 23 LF @ 2.0% 45° BEND THIS RECORD DRAWING HAS BE PREPARED, IN PART, BY INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NO VERIFIED THE ACCURACY AND / COMPLETENESS OF THIS INFORMATION IN ALL INSTANCE AND SHALL NOT BE RESPONSIBL FOR ANY ERRORS OR OMISSION THAT MAY BE INCORPORATED A A RESULT OF INFORMATION PROVIDED BY OTHERS.2024engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOT 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net COOPER KRAUSE 59774 10/2024 THIS PORTION OF THEGROUND WATER DRAIN WAS NOT INSTALLED AS PART OFTHIS PROJECT. (A.B.) RECORD DRAWING 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 PITRUN2'6'3'6'0.5'0.5'NOTES:1.MANHOLE RIM SHALL BE 1/8" TO 1/4" BELOW CONCRETE SURFACE2.CONCRETE SURFACE SHALL BE 1/4" BELOW ASPHALT SURFACE6" THICK CONCRETEALLEY CURB PER PLANASPHALT PER PLAN2024COPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYP:\6787\007-PH_2.2+2.3\ACAD\SHEETS\6787.007_DETAILS.DWG PLOTTED BY:JACOB ZWEMKE ON Jun/12/2024REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsMorrisonMaierleVERIFY 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 2.2INFRASTRUCTURE IMPROVEMENTSBOZEMANMONTANADETAILS - ROAD SECTIONS6787.00726D-1RSPCPKMEE5/8/24--------1UPDATED GEOTECH SECTION06/12/24 JAZ FOR CONSTRUCTION MAY 2024 1-ROAD SECTION: LOCAL ROADTWIN LAKES, BRIARWOOD, WILDWOOD, TOUCHSTONE2-ROAD SECTION: ALLEY4-UTILITY CONDUITSCALE: NTS3-TEMPORARY ACCESS ROAD3-ALLEY SEWER MANHOLE CONCRETE COLLAR11/8/2023NOTES: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. 2529-15THIS RECORD DRAWING HAS BE PREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NO VERIFIED THE ACCURACY AND / COMPLETENESS OF THISINFORMATION IN ALL INSTANCE AND SHALL NOT BE RESPONSIBL FOR ANY ERRORS OR OMISSION THAT MAY BE INCORPORATED A A RESULT OF INFORMATIONPROVIDED BY OTHERS.2024engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE,ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOT 2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netCOOPER KRAUSE5977410/2024NOT INSTALLED (A.B.)RECORD DRAWING 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 EASEMENTFINISHEDGRADEDUCTILE IRON COVER LABELED "UNDERDRAIN"EJ #1716 OR APPROVED EQUAL6" SECTION OF ROADMIX (20" X 15" X 15")CLEANOUT PIPE, 8" A-2000CONTECH A-2000PERFORATED PIPEAS SHOWNCONTECH A-2000 REDUCINGWYE(SIZE AS REQUIRED PER PLAN)FOR CONSTRUCTIONMAY 2024NOTES: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)2--HORIZONTAL 22.5 ELBOW (EACH SIDE OF BEND)4--HORIZONTAL 45 ELBOW (EACH SIDE OF BEND)7--HORIZONTAL 90 ELBOW (EACH SIDE OF BEND)16--VERTICAL 11.25 DEGREE OFFSET (EACH SIDE OF UPPER BEND)4--VERTICAL 11.25 DEGREE OFFSET (EACH SIDE OF LOWER BEND)2--VERTICAL 22.5 DEGREE OFFSET EACH SIDE OF UPPER BEND)7--VERTICAL 22.5 DEGREE OFFSET (EACH SIDE OF LOWER BEND)3--DEAD END (INCLUDING HYDRANT LEADS)32--2024COPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYP:\6787\007-PH_2.2+2.3\ACAD\SHEETS\6787.007_DETAILS.DWG PLOTTED BY:COOPER KRAUSE ON May/08/2024REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsMorrisonMaierleVERIFY 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 2.2BOZEMANMONTANADETAILS - UTILITIES6787.00727D-2RSPCPKMEE5/8/24--------2REVISION FOR CONSTRUCTION05/08/2024CPK CPK 3-TYPICAL DEWATERING DRAIN DETAILSCALE: NTS4-TYPICAL CLEANOUT DETAILSCALE: NTS2-PIPE INSULATIONSCALE: NTS1-DI MECHANICAL JOINT RESTRAINT TABLESCALE: NTS11/8/20231THIS RECORD DRAWING HAS BE PREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NO VERIFIED THE ACCURACY AND / COMPLETENESS OF THISINFORMATION IN ALL INSTANCE AND SHALL NOT BE RESPONSIBL FOR ANY ERRORS OR OMISSION THAT MAY BE INCORPORATED A A RESULT OF INFORMATIONPROVIDED BY OTHERS.2024engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE,ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOT 2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netCOOPER KRAUSE5977410/2024RECORD DRAWING PARK N90°00'00"W N0°00'00"EN90°00'00"E HH HHBPBP BPBPBPNGNGNGNGBTBTBTBTBP 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 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 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 NG NG NG NG NG NG 12SD15SD15SD15SD15SD15SD15SD15SD15SDD 8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8WDYH 6W4719 47164715 471618.21 18.30 18.72 18.63 19.71 19.68 19.86 19.62 19.66 19.86 19.91 20.04 20.13 20.16 20.17 20.14 20.19 20.18 20.29 20.36 20.28 20.33 20.35 20.40 20.42 20.10 20.13 20.08 20.05 19.89 19.91 20.12 20.13 19.97 19.92-1.50%-1.00%-1.00 %-1.00%-1.00%-1.00%-1.00% -1.00% - 1 . 0 0% -1 . 0 0% R4.00'R103.50 'R97 .50 'R3.00'R3.00' R3. 0 0 ' -0 .94%-0.16% -0.14 % -0 .92%6 FT WIDE6-INCH THICK4720 4721 2024COPYRIGHT © MORRISON-MAIERLE, SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY P:\6787\007-PH_2.2+2.3\ACAD\SHEETS\6787.007_PARK_GRADING_PLAN.DWGREVISIONS 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! PLOTTED BY:COOPER KRAUSE ON May/08/2024 NORTHWEST CROSSING SUBDIVISION PH 2.2 BOZEMAN MONTANA PARK GRADING DETAILS ---- 6787.007 28 D-3 CPK CPK MEE 5/8/24 ---- ---- FOR CONSTRUCTIONMAY 202411/8/2023TWIN LAKES AVETOUCHSTONE DRIVE ALL PEDESTRIAN RAMPS, SIDEWALK IN CITY PARKS AND SIDEWALK ADJACENT TO CITY PARKS MUST BE 6 INCH THICK CONCRETE. 10 205100 SCALE IN FEET THIS RECORD DRAWING HAS BE PREPARED, IN PART, BY INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NO VERIFIED THE ACCURACY AND / COMPLETENESS OF THIS INFORMATION IN ALL INSTANCE AND SHALL NOT BE RESPONSIBL FOR ANY ERRORS OR OMISSION THAT MAY BE INCORPORATED A A RESULT OF INFORMATION PROVIDED BY OTHERS.2024engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOT 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net COOPER KRAUSE 59774 10/2024 RECORD DRAWING O.S. TRACT 11 BLOCK 10 LOT 11 BLOCK 11 LOT 8A BLOCK 11 LOT 8B BLOCK 11 LOT 9A N90°00'00"W 191.88' S16°28'13"E 48.54' S78°41'34"W 60.24' N16°28'13"W 33.49'N16°28'13"W 132.55'GWGWGWGWGWGWGWGWGWGWGW1+00 2+00 D D WWSWSWSWSFIREFIREFIREFIRESTA 1+10.51 PC29.46TBC 14.00' LTSTA 1+07.6429.56TBC 12.87' LTST A 1 + 0 4 . 1 4 ??? TB C 1 3 . 7 1 ' R T ST A 1 + 1 9 . 9 8 P C 29. 1 4 TB C 1 7 . 5 0 ' R T STA 1 +25. 7 7 P C 28.97TBC 17.50' LTSTA 1+35.5428.67TBC 17.50' LTST A 1 + 3 5 . 5 4 28.6 7 TBC 1 7 . 5 0 ' R T -3.00% -3.00% 6.00' 6.00' 5.00' 5.00' 35.00' 2024COPYRIGHT © MORRISON-MAIERLE, SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY P:\6787\007-PH_2.2+2.3\ACAD\SHEETS\6787.007_INTERSECTION SHEETS.DWGREVISIONS 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! PLOTTED BY:COOPER KRAUSE ON May/08/2024 NORTHWEST CROSSING SUBDIVISION PH 2.2 BOZEMAN MONTANA INTERSECTION DETAIL - TWIN LAKES AVE. & HARVEST PARKWAY 6787.007 29 X-1 RSP CPK MEE 5/8/24 ---- ---- FOR CONSTRUCTIONMAY 202411/8/2023 10 205100 SCALE IN FEETTWIN LAKES AVEHARVEST P A R K W A Y 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%. THIS RECORD DRAWING HAS BE PREPARED, IN PART, BY INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NO VERIFIED THE ACCURACY AND / COMPLETENESS OF THIS INFORMATION IN ALL INSTANCE AND SHALL NOT BE RESPONSIBL FOR ANY ERRORS OR OMISSION THAT MAY BE INCORPORATED A A RESULT OF INFORMATION PROVIDED BY OTHERS.2024engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOT 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net COOPER KRAUSE 59774 10/2024 RECORD DRAWING BLOCK 7 BLOCK 7 LOT 25 BLOCK 8 LOT 38 BLOCK 10 LOT 9 BLOCK 10 LOT 10 STORMWATER TRACT 13 BLOCK 11 LOT 1AR=530.00'L=152.36'Δ=16°28'13"GWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGW>>>>>>>>>>>>>>>>>>>>>>>>4+005+006+003+00 4+00 PT: 4+12.89 R35.00' R35.00' R35.00' R35.00' R15.00'R35.00' R35.00' R15.00' R35.00' R35.00' R35.00' R35.00' R15.00' R35.00' R35.00'R35.00' R35.00' R15.00' R35.00' R35.00'-0.65%-2.07%-0.66%-1.93%-2.54% -2.46% -3.00% -3.00% STA 4 + 56.60 P C 23.87TBC 17.50' LTSTA 4+69.59 PC23.76TBC 15.00' LTSTA 4+82.58 PC23.63TBC 12.50' LTS TA 5 + 5 4 . 5 5 PC 2 3 . 7 1 T B C 1 2 . 5 0 ' L T ST A 5 + 6 7 . 5 4 PC 2 3 . 8 5 T B C 1 5 . 0 0 ' L T S T A 5 + 8 0 . 5 3 P C 2 3 . 9 7 T B C 1 7 . 5 0 ' L T S T A 4 + 5 6 . 1 3 P C 24. 0 9 TB C 1 7 . 5 0 ' R T S T A 4 + 6 9 . 5 9 P C 24 . 0 3 T B C 1 5 . 0 0 ' R T S T A 4 + 8 2 . 5 8 PC 2 3 . 9 6 T B C 1 2 . 5 0 ' R T STA 5 + 5 4. 5 5 P C 24.03 TBC 1 2. 5 0' R T STA 5 + 6 7. 5 4 P C 24.10 TBC 1 5. 0 0' R T STA 5 + 8 0. 5 3 P C 24.17 TBC 1 7. 5 0' R T-0.87%-2.24%-1.72%-1.78%-1.53% -1.69% -1.27% -1.47%STA 3+06.78 PC24.50TBC 17.50' RTSTA 3+19.30 PC24.37TBC 15.17' RTSTA 3+33.63 PC24.23TBC 12.50' RTSTA 4+04 .82 PC?? ?TBC 1 2 . 4 4 ' RTSTA 4+18 .01 PC22.85TBC 1 5 . 0 0 ' RTSTA 4+31 .00 PC 2 2 . 6 0TBC 17 .50 ' RT ST A 3 + 0 6 . 7 8 24. 5 0 TB C 1 7 . 5 0 ' L T STA 3+ 1 6 . 3 8 P C 24.56 TBC 17.50' L T STA 3 + 2 9 . 8 2 P C 24.27 TBC 1 4 . 8 4 ' L TSTA 3+41.66 PC23.73TBC 12.50' LTSTA 4+05.21 P C 23.19TBC 12.56' LTSTA 4 + 1 8. 0 1 P C 22.89TBC 15. 00' L T STA 4+31.00 P C 22.60TBC 17.50' LT35.00'35.00' 35.00' 35.00' 25.00'25.00' 25.00' 25.03' 5.00' 5.00' 5.00' 5.00' 5.00' 5.00'5.00' 5.00'-1.44%-1.54%2024COPYRIGHT © MORRISON-MAIERLE, SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY P:\6787\007-PH_2.2+2.3\ACAD\SHEETS\6787.007_INTERSECTION SHEETS.DWGREVISIONS 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! PLOTTED BY:COOPER KRAUSE ON May/08/2024 NORTHWEST CROSSING SUBDIVISION PH 2.2 BOZEMAN MONTANA INTERSECTION DETAIL - TWIN LAKES AVE. & BRIARWOOD LANE 6787.007 30 X-2 RSP CPK MEE 5/8/24 ---- ---- FOR CONSTRUCTIONMAY 202411/8/2023 10 205100 SCALE IN FEETTWIN LAKES AVEBRIARWOOD LANE 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%. THIS RECORD DRAWING HAS BE PREPARED, IN PART, BY INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NO VERIFIED THE ACCURACY AND / COMPLETENESS OF THIS INFORMATION IN ALL INSTANCE AND SHALL NOT BE RESPONSIBL FOR ANY ERRORS OR OMISSION THAT MAY BE INCORPORATED A A RESULT OF INFORMATION PROVIDED BY OTHERS.2024engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOT 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net COOPER KRAUSE 59774 10/2024 RECORD DRAWING BLOCK 7 LOT 10 BLOCK 7 LOT 9 BLOCK 7 LOT 24 BLOCK 7 LOT 23 BLOCK 8 LOT 18 BLOCK 8 LOT 19N0°00'00"E 378.63'GWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGW12SD 12SD 12SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SDD 5+00 6+00 4+005+006+00R35.00' R35.00' R15.00' R35.00' R35.00' R35.00' R35.00' R15.00' R35.00' R35.00' R35.00' R35.00' R15.00' R35.00' R35.00'R35.00' R35.00' R15.00' R35.00' R35.00'-0.57%-2.08%-0.69%-2.11%-3.00% -3.00% -3.00%-3.00%-3.00%-3.00%STA 4 + 0 0. 0 0 P C 21.65 TBC 1 7. 5 0' R T S T A 4 + 5 6 . 5 2 P C 21 . 3 6 TB C 1 7 . 5 0 ' R T S T A 4 + 6 9 . 5 1 P C21.29TBC 15.00' RTS T A 4 + 8 2 . 5 0 P C ?? ? T B C 1 2 . 5 0 ' R T STA 5+49.50 PC21.24TBC 12.50' RTSTA 5+62.49 PC21.33TBC 15.00' RTSTA 5+75.48 PC21.41TBC 17.50' RTS T A 4 + 0 0 . 0 0 P C 21. 6 5 TB C 1 7 . 5 0 ' L T STA 4+56.52 PC 21.12TBC 17.50' LTSTA 4+69.51 PC21.01TBC 15.00' LTSTA 4+82.50 PC20.88TBC 12.50' LTSTA 5+ 4 9 . 5 0 PC 2 0 . 9 0 T B C 1 2 . 5 0 ' L T STA 5+ 62 .49 PC 2 1 . 0 5 TBC 1 5 . 0 0 ' L T STA 5+75 .48 PC21.19TBC 1 7 . 5 0 ' LT -1.09%-2.36%-1.18%-2.34%-1.50% -1.58% -1.62% -1.50% STA 4 +97. 0 4 21.60TBC 17.50' RT STA 5 + 0 7. 0 4 P C 21.54 TBC 1 7. 5 0' R T STA 5 + 2 0. 0 3 P C 21.45 TBC 1 5. 0 0' R T STA 5 + 3 3. 0 2 P C 21.36 TBC 12. 50' RT S T A 6 + 0 0 . 0 2 P C20.44T B C 1 2 . 5 0 ' R TSTA 6 + 1 3 . 0 1 PC 2 0 . 0 9 T B C 1 5 . 0 0 ' R TSTA 6+26 .00 PC 1 9 . 7 4TBC 1 7 . 5 0 ' R T S T A 4 + 9 7 . 0 4 21. 6 0 TB C 1 7 . 5 0 ' L T S T A 5 + 0 7 . 0 4 P C 21. 5 4 TB C 1 7 . 5 0 ' L T ST A 5 + 2 0 . 0 3 P C 21. 4 5 TB C 1 5 . 0 0 ' L T S T A 5 + 3 3 . 0 2 P C 21. 3 6 TB C 1 2 . 5 0 ' L TSTA 6+00.02 PC20.44TBC 12.50' LTSTA 6+13.01 P C 20.09TBC 15.00' LTSTA 6+26.00 PC19.74TBC 17.50' LT25.00' 25.00' 25.00' 25.00'35.00' 35.00' 35.00' 35.00' 5.00'5.00' 5.00'5.00' 5.00' 5.00'5.00' 5.00'-1.45%-1.45%2024COPYRIGHT © MORRISON-MAIERLE, SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY P:\6787\007-PH_2.2+2.3\ACAD\SHEETS\6787.007_INTERSECTION SHEETS.DWGREVISIONS 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! PLOTTED BY:COOPER KRAUSE ON May/08/2024 NORTHWEST CROSSING SUBDIVISION PH 2.2 BOZEMAN MONTANA INTERSECTION DETAIL - TWIN LAKES AVE. & WILDWOOD LANE 6787.007 31 X-3 RSP CPK MEE 5/8/24 ---- ---- FOR CONSTRUCTIONMAY 202411/8/2023 10 205100 SCALE IN FEETTWIN LAKES AVEWILDWOOD LANE 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%. THIS RECORD DRAWING HAS BE PREPARED, IN PART, BY INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NO VERIFIED THE ACCURACY AND / COMPLETENESS OF THIS INFORMATION IN ALL INSTANCE AND SHALL NOT BE RESPONSIBL FOR ANY ERRORS OR OMISSION THAT MAY BE INCORPORATED A A RESULT OF INFORMATION PROVIDED BY OTHERS.2024engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOT 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net COOPER KRAUSE 59774 10/2024 RECORD DRAWING BLOCK 7 LOT 8 BLOCK 7 LOT 7 BLOCK 8 LOT 2 BLOCK 8 LOT 1 N90°00'00"E 60.00'GWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWBPBPBPBPBPBPBPBPBTBTBTBTBTBTBTBTNGNGNGNGNGNG15SD 15SD 15SD 15SD 15SD 15SD 15SD 15SD 15SD 15SD 15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD 15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD12SD12SD12SDD D D15SD15SD15SD15SD15SD 8+009+00 10+00 7+00 8+00 R35.00' R35.00' R35.00' R35.00' R15.00' R15.00' R35.00' R35.00' R35.00' R35.00' R35.00' R15.00' R35.00' R35.00' R35.00' R35.00' R15.00' R35.00' R35.00' -3.00% -3.00% -1.41%-0.56%-2.31%-2.31%-1.47%-0.56%-2.11%-2.18%STA 8+63 .43 PC20 .71TBC 17 .50 ' RTSTA 8+76 .42 PC 2 0 . 64TBC 1 5 . 0 0 ' R T STA 8 + 8 9 . 4 1 PC 2 0 . 5 6 T B C 1 2 . 5 0 ' R T STA 9+56.41 P C 20.72TBC 12.50' RTSTA 9+69.40 P C 20.79TBC 15.00' RTSTA 9+82.39 PC 20.86TBC 17.50' RTSTA 8+63.43 PC20.71TBC 17.50' LTSTA 8+76.42 PC 20.64TBC 15.00' LTSTA 8+89.41 PC 20.56TBC 12.50' LTS T A 9 + 5 6 . 4 1 P C 20 . 7 2 TB C 1 2 . 5 0 ' L T S T A 9 + 6 9 . 4 0 P C 20 . 7 9 T B C 1 5 . 0 0 ' L T S T A 9 + 8 2 . 3 9 PC 2 0 . 8 6 T B C 1 7 . 5 0 ' L T S T A 1 0 + 0 0 . 0 0 2 0 . 9 4 T B C 1 7 . 5 0 ' L T STA 10+00.0020.94TBC 17.50' RT-3.00%-3.00%-3.00%-3.00%-3.01% -3.01% STA 7+00.5419.47TBC 17.50' RTSTA 7+ 0 2 . 0 4 P C 19.50 TBC 17.5 0' R T STA 7 +15.03 P C 19.70TBC 15.00' RTSTA 7+28. 02 P C 20.34TBC 12.50' RTS T A 7 + 9 5 . 0 2 P C 20 . 3 4 T B C 1 2 . 5 0 ' R T S T A 8 + 0 8 . 0 1 P C 19 . 7 6 T B C 1 5 . 0 0 ' R T S T A 8 + 2 1 . 0 0 P C 19 . 2 4 T B C 1 7 . 5 0 ' R T STA 7 + 0 0 . 5 4 PC 1 9 . 4 7 T B C 1 7 . 5 0 ' L TSTA 7 + 1 5 . 0 3 PC 1 9 . 7 6 T B C 1 5 . 0 0 ' L T S T A 7 + 2 8 . 0 2 P C 20 . 0 6 T B C 1 2 . 5 0 ' L TSTA 7+44.6520.41TBC 16.91' LTSTA 7+ 7 8 . 4 1 2 0 . 3 7 T BC 1 6 . 8 9 ' L TSTA 7+95.02 P C 20.11TBC 12.50' LTSTA 8+ 0 8.01 P C 19.57TBC 15.00' LTSTA 8+21.00 PC 19.24TBC 17.50' LTSTA 7+44 .61 2 0 . 5 6TBC 16 .88 ' R T ST A 8 + 1 6 . 9 9 20. 9 7 TB C 1 7 . 5 0 ' L T STA 8 + 1 6. 9 9 20.97 TBC 1 7. 5 0' R T 35.00' 35.00' 25.00' 25.00'25.00' 25.00' 5.00'6.00' 6.00' 5.00' 5.00'5.00' 5.00' -1.53% -0.65% -0.80% -1.27% -1.00% -0.83% -1.30% 4720.38 -1.50%-1.50%-0.50% -0.50% -0.50% 4720.30 2024COPYRIGHT © MORRISON-MAIERLE, SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY P:\6787\007-PH_2.2+2.3\ACAD\SHEETS\6787.007_INTERSECTION SHEETS.DWGREVISIONS 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! PLOTTED BY:COOPER KRAUSE ON May/08/2024 NORTHWEST CROSSING SUBDIVISION PH 2.2 BOZEMAN MONTANA INTERSECTION DETAIL - TWIN LAKES AVE. & TOUCHSTONE DRIVE 6787.007 32 X-4 RSP CPK MEE 5/8/24 ---- ---- FOR CONSTRUCTIONMAY 202411/8/2023 10 205100 SCALE IN FEETTWIN LAKES AVETOUCHSTONE DRIVE 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%. THIS RECORD DRAWING HAS BE PREPARED, IN PART, BY INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NO VERIFIED THE ACCURACY AND / COMPLETENESS OF THIS INFORMATION IN ALL INSTANCE AND SHALL NOT BE RESPONSIBL FOR ANY ERRORS OR OMISSION THAT MAY BE INCORPORATED A A RESULT OF INFORMATION PROVIDED BY OTHERS.2024engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOT 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net COOPER KRAUSE 59774 10/2024 RECORD DRAWING VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 2024COPYRIGHT © MORRISON-MAIERLE, SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY P:\6787\007-PH_2.2+2.3\ACAD\SHEETS\6787.007_ELECTRICAL.DWGREVISIONS 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 PLOTTED BY:COOPER KRAUSE ON May/08/2024 NORTHWEST CROSSING SUBDIVISION PH 2.2 BOZEMAN MONTANA ELECTRICAL NOTES 6787.007 33 E-1 PMH JLG RPM 5/8/2024 ---- ---- 1 REMOVED LIGHTS 02/07/2023 CPK FOR CONSTRUCTIONMAY 2024ELECTRICAL 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 SEE DETAIL 2/E0.3. METER LINE BREAK HANDHOLE SEE DETAIL 6/E0.2 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 RYAN P. MARONEY No. 60006 PE M ONTANA LICENS E DPROF E SSIONA L E N G IN EERNOTE: 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. THIS RECORD DRAWING HAS BE PREPARED, IN PART, BY INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NO VERIFIED THE ACCURACY AND / COMPLETENESS OF THIS INFORMATION IN ALL INSTANCE AND SHALL NOT BE RESPONSIBL FOR ANY ERRORS OR OMISSION THAT MAY BE INCORPORATED A A RESULT OF INFORMATION PROVIDED BY OTHERS.2024engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOT 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net COOPER KRAUSE 59774 10/2024 RECORD DRAWING FOR CONSTRUCTIONMAY 2024REINFORCED 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 RYAN P. MARONEY No. 60006 PE M ONTANA LICENS E DPROF E SSIONA L E N G IN EERNOTES: 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! 2024COPYRIGHT © MORRISON-MAIERLE, SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY P:\6787\007-PH_2.2+2.3\ACAD\SHEETS\6787.007_ELECTRICAL.DWGREVISIONS 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 PLOTTED BY:COOPER KRAUSE ON May/08/2024 NORTHWEST CROSSING SUBDIVISION PH 2.2 BOZEMAN MONTANA ELECTRICAL DETAILS 6787.007 34 E-2 PMH JLG RPM 5/8/2024 ---- ---- REMOVED LIGHTS 02/07/2023 CPK THIS RECORD DRAWING HAS BE PREPARED, IN PART, BY INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NO VERIFIED THE ACCURACY AND / COMPLETENESS OF THIS INFORMATION IN ALL INSTANCE AND SHALL NOT BE RESPONSIBL FOR ANY ERRORS OR OMISSION THAT MAY BE INCORPORATED A A RESULT OF INFORMATION PROVIDED BY OTHERS.2024engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOT 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net COOPER KRAUSE 59774 10/2024 RECORD DRAWING FOR CONSTRUCTIONMAY 2024RYAN P. MARONEY No. 60006 PE M ONTANA LICENS E DPROF E SSIONA L E N G IN EERVERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 2024COPYRIGHT © MORRISON-MAIERLE, SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY P:\6787\007-PH_2.2+2.3\ACAD\SHEETS\6787.007_ELECTRICAL.DWGREVISIONS 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 PLOTTED BY:COOPER KRAUSE ON May/08/2024 NORTHWEST CROSSING SUBDIVISION PH 2.2 BOZEMAN MONTANA LIGHTING CUT SHEETS 6787.007 35 E-3 PMH JLG RPM 5/8/2024 ---- ---- REMOVED LIGHTS 02/07/2023 CPK PHOTOMETRIC CALCULATION NUMERIC SUMMARY LABEL CALC TYPE UNITS AVG MAX MIN AVG/MIN MAX/MIN WILDWOOD LN MID-BLOCK CROSSING ILLUMINANCE FC 0.68 0.8 0.5 1.4 1.6 TOUCHSTONE DR MID-BLOCK CROSSING ILLUMINANCE FC 0.67 0.8 0.5 1.3 1.6 ISOLINES FC 2.0 1.0 0.5 0.2 THIS RECORD DRAWING HAS BE PREPARED, IN PART, BY INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NO VERIFIED THE ACCURACY AND / COMPLETENESS OF THIS INFORMATION IN ALL INSTANCE AND SHALL NOT BE RESPONSIBL FOR ANY ERRORS OR OMISSION THAT MAY BE INCORPORATED A A RESULT OF INFORMATION PROVIDED BY OTHERS.2024engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOT 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net COOPER KRAUSE 59774 10/2024 RECORD DRAWING HH HH HH HH HH HH HH HH M HH HH HH HH HH HH HH HH HH HH HHHH >>>>>>>>>>>>>>>SSSSSSSSS0°00'12"W 60.00' S89°59'58"W 38.00'S0°00'00"E67.50'S90°00'00"W 235.00'N0°00'00"W67.50'N90°00'00"W 30.00'S0°00'00"E 135.00'S0°58'19"E60.01'S0°00'00"E 179.76'N90°00'00"W 191.88' S16°28'13"E 48.54' S78°41'34"W 60.24' N16°28'13"W 33.49'N16°28'13"W 132.55'R=530.00'L=152.36'Δ=16°28'13"12SD 15SD15SDHH HH HH HH HH HH HH HH 0.0 0.0 0.1 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.1 0.00.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.6 0.6 0.8 0.8 0.5 GWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWFOR CONSTRUCTIONMAY 2024MATCH LINE SHEET E-4 HARVEST PARKWAYTWIN LAKES AVEDAYSPRING AVEBRIARWOOD LANE ALLEY 1A RYAN P. MARONEY No. 60006 PE M ONTANA LICENS E DPROF E SSIONA L E N G IN EERALLEY 2.2 ALLEY 2.3 ALLEY 2.1 WILDWOOD LANE VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 2024COPYRIGHT © MORRISON-MAIERLE, SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY P:\6787\007-PH_2.2+2.3\ACAD\SHEETS\6787.007_ELECTRICAL.DWGREVISIONS 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 PLOTTED BY:COOPER KRAUSE ON May/08/2024 NORTHWEST CROSSING SUBDIVISION PH 2.2 BOZEMAN MONTANA STREET LIGHTING PHOTOMETRICS - SOUTH 6787.007 36 E-4 PMH JLG RPM 5/8/2024 ---- ---- REMOVED LIGHTS 02/07/2023 CPK 30 6015300 SCALE IN FEET 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. E2 E2 PHASE 2.1 PHASE 2.1 BOUNDARY PHASE 2.2 CONSTRUCTION LIMITS PHASE 2.2 BOUNDARY PHASE 2 . 3 PHA S E 2. 1 THIS RECORD DRAWING HAS BE PREPARED, IN PART, BY INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NO VERIFIED THE ACCURACY AND / COMPLETENESS OF THIS INFORMATION IN ALL INSTANCE AND SHALL NOT BE RESPONSIBL FOR ANY ERRORS OR OMISSION THAT MAY BE INCORPORATED A A RESULT OF INFORMATION PROVIDED BY OTHERS.2024engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOT 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net COOPER KRAUSE 59774 10/2024 RECORD DRAWING HH HH HH HH HH HH HH HH HH HHHH HH HHHH HH N87°01'32"W 121.15' R=810.00' L=42.05' Δ=2°58'28" N90°00'00"W 34.54' S0°00'00"W 60.00' N90°00'00"W 85.00'S0°00'00"W 135.00'N90°00'00"E 85.00' S0°00'12"W 60.00' S89°59'58"W 38.00' N90°00'00"W 30.00'N0°00'00"E 378.63'N90°00'00"E 60.00'N90°00'00"E 274.00' N90°00'00"W 34.54' R=810.00' L=42.05' Δ=2°58'28"N87°01'32"W 121.15' 15SD 12SD 15SD15SD15SD15SD15SDHH HH HH HH HH 0.0 0.0 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.0 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.0 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.1 0.0 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.6 0.8 0.8 0.6 0.6 0.7 0.8 0.5 0.6 0.8 0.7 0.6 0.6 0.8 0.8 0.5 GWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWFOR CONSTRUCTIONMAY 2024DAYSPRING AVEWILDWOOD LANE TOUCHSTONE DRIVE 30 6015300 SCALE IN FEET MATCH LINE SHEET E-3 RYAN P. MARONEY No. 60006 PE M ONTANA LICENS E DPROF E SSIONA L E N G IN EERNORTH DAYSPRING AVE TWIN LAKES AVEVERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 2024COPYRIGHT © MORRISON-MAIERLE, SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY P:\6787\007-PH_2.2+2.3\ACAD\SHEETS\6787.007_ELECTRICAL.DWGREVISIONS 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 PLOTTED BY:COOPER KRAUSE ON May/08/2024 NORTHWEST CROSSING SUBDIVISION PH 2.2 BOZEMAN MONTANA STREET LIGHTING PHOTOMETRICS - NORTH 6787.007 37 E-5 PMH JLG RPM 5/8/2024 ---- ---- REMOVED LIGHTS 02/07/2023 CPK 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. E2 E2 E2 E2 E2 PHASE 2.2 CONSTRUCTION LIMITS PHASE 2.2 BOUNDARY PHASE 2.3 PHASE 2.1 FUTURE PHASE BOUNDARY PHASE 2.1 BOUNDARY THIS RECORD DRAWING HAS BE PREPARED, IN PART, BY INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NO VERIFIED THE ACCURACY AND / COMPLETENESS OF THIS INFORMATION IN ALL INSTANCE AND SHALL NOT BE RESPONSIBL FOR ANY ERRORS OR OMISSION THAT MAY BE INCORPORATED A A RESULT OF INFORMATION PROVIDED BY OTHERS.2024engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOT 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net COOPER KRAUSE 59774 10/2024 RECORD DRAWING 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S S SS S SSSSSSSSSSSSSSSSSSSSSSSSSSS 8W8W8W8W8W 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 8WWSWSWSDYHWSWSWSWSHH HH HH HH HH HH HH HH M HH HH HH HH HH HH HH 2 (EX)M2 HH HH HH HHHH >>>>>>>>>>>>>>>8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8WDYH8W 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 8WWSWSWSWSWSWSWSWS WSWSWSWSWSWSWSWSWSWSWSWSWS8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S 8S 8S 8S 8S 8S 8S 8S 8S8S8S8S8S8S8S8S8S8S8S8S8S8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS0°00'12"W 60.00' S89°59'58"W 38.00'S0°00'00"E67.50'S90°00'00"W 235.00'N0°00'00"W67.50'N90°00'00"W 30.00'S0°00'00"E 135.00'S0°58'19"E60.01'S0°00'00"E 179.76'N90°00'00"W 191.88' S16°28'13"E 48.54' S78°41'34"W 60.24' N16°28'13"W 33.49'N16°28'13"W 132.55'R=530.00'L=152.36'Δ=16°28'13"12SD 15SD15SDHH HH HH HH HH HH HH HH 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. PROVIDE 2#10 CU, 1#10 CU GND IN 2" CONDUIT. TYPICAL OF ALL CONDUIT RUNS U.O.N. 1 1 E2 M2-1,3 E2 M2-1,3 GWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWFOR CONSTRUCTIONMAY 2024MATCH LINE SHEET E-4 RYAN P. MARONEY No. 60006 PE M ONTANA LICENS E DPROF E SSIONA L E N G IN EERVERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 2024COPYRIGHT © MORRISON-MAIERLE, SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY P:\6787\007-PH_2.2+2.3\ACAD\SHEETS\6787.007_ELECTRICAL.DWGREVISIONS 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 PLOTTED BY:COOPER KRAUSE ON May/08/2024 NORTHWEST CROSSING SUBDIVISION PH 2.2 BOZEMAN MONTANA STREET LIGHTING PLAN - SOUTH 6787.007 38 E-6 PMH JLG RPM 5/8/2024 ---- ---- REMOVED LIGHTS 02/07/2023 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 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 HARVEST PARKWAYTWIN LAKES AVEDAYSPRING AVEBRIARWOOD LANE ALLEY 1AALLEY 2.2 ALLEY 2.3 ALLEY 2.1 WILDWOOD LANE PHASE 2.1 PHASE 2.1 BOUNDARY PHASE 2.2 CONSTRUCTION LIMITS PHASE 2.2 BOUNDARY PHASE 2.3 PHASE 2.1 THIS RECORD DRAWING HAS BE PREPARED, IN PART, BY INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NO VERIFIED THE ACCURACY AND / COMPLETENESS OF THIS INFORMATION IN ALL INSTANCE AND SHALL NOT BE RESPONSIBL FOR ANY ERRORS OR OMISSION THAT MAY BE INCORPORATED A A RESULT OF INFORMATION PROVIDED BY OTHERS.2024engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOT 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net COOPER KRAUSE 59774 10/2024 RECORD DRAWING 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W8W DYHDYHHH HH HH HH HH HH HH HH HH HHHH HH HHHH HH 8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W 8W 8W 8W 8W 8W8W8W8W8W8W8W8W8W8W8W8W8W8W 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 8W8W8W8WDYHDYHWSWSWSWS WSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWS8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S 8S 8S 8S 8S 8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S8S8S 8S8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSN87°01'32"W 121.15' R=810.00' L=42.05' Δ=2°58'28" N90°00'00"W 34.54' S0°00'00"W 60.00' N90°00'00"W 85.00'S0°00'00"W 135.00'N90°00'00"E 85.00' S0°00'12"W 60.00' S89°59'58"W 38.00' N90°00'00"W 30.00'N0°00'00"E 378.63'N90°00'00"E 60.00'N90°00'00"E 274.00' N90°00'00"W 34.54' R=810.00' L=42.05' Δ=2°58'28"N87°01'32"W 121.15' 15SD 12SD 15SD15SD15SD15SD15SDHH HH HH HH HH 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. PROVIDE 2#10 CU, 1#10 CU GND IN 2" CONDUIT. TYPICAL OF ALL CONDUIT RUNS U.O.N. 1 1 1 1 1 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. E2 M2-1,3 E2 M2-1,3 E2 M2-1,3 E2 M2-1,3 E2 M2-1,3 GWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWFOR CONSTRUCTIONMAY 202430 6015300 SCALE IN FEET MATCH LINE SHEET E-3 RYAN P. MARONEY No. 60006 PE M ONTANA LICENS E DPROF E SSIONA L E N G IN EERVERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 2024COPYRIGHT © MORRISON-MAIERLE, SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY P:\6787\007-PH_2.2+2.3\ACAD\SHEETS\6787.007_ELECTRICAL.DWGREVISIONS 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 PLOTTED BY:COOPER KRAUSE ON May/08/2024 NORTHWEST CROSSING SUBDIVISION PH 2.2 BOZEMAN MONTANA STREET LIGHTING PLAN - NORTH 6787.007 39 E-7 PMH JLG RPM 5/8/2024 ---- ---- REMOVED LIGHTS 02/07/2023 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 DAYSPRING AVEWILDWOOD LANE TOUCHSTONE DRIVE NORTH DAYSPRING AVE TWIN LAKES AVEPHASE 2.2 CONSTRUCTION LIMITS PHASE 2.2 BOUNDARY PHASE 2.3 PHASE 2.1 FUTURE PHASE BOUNDARY PHASE 2.1 BOUNDARY THIS RECORD DRAWING HAS BE PREPARED, IN PART, BY INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NO VERIFIED THE ACCURACY AND / COMPLETENESS OF THIS INFORMATION IN ALL INSTANCE AND SHALL NOT BE RESPONSIBL FOR ANY ERRORS OR OMISSION THAT MAY BE INCORPORATED A A RESULT OF INFORMATION PROVIDED BY OTHERS.2024engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOT 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net COOPER KRAUSE 59774 10/2024 RECORD DRAWING