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Home My WebLink AboutNorth Park Wyndham Water and Fire Service Record DrawingsFSPLANS FOR: KALISPELL GLASGOW MISSOULA HELENA BILLINGS HARDIN BOZEMAN DILLON PROJECT LOCATION No Scale LOCATION MAP AREA MAP NORTH PARK WYNDHAM HOTEL PROJECT ECHO WATER AND FIRE SERVICE COVER SHEET GENERAL NOTES, LEGEND, AND ABBREVIATIONS INDEX TO SHEETS DESCRIPTIONNO. CIVIL CONSTRUCTION DETAILS FIRE SERVICE PLAN AND PROFILE 1 2 5 PROJECT LOCATION N COUNTY SEC. NO.# CALL 1-800-424-5555 PROPERTY ADDRESS UNDERGROUND UTILITIES LOCATION CENTER CITY WITH THE FOLLOWING: GALLATIN 2215 WHEAT DRIVE BOZEMAN SW 1/4 OF SE 1/4 OF SECTION 36 TOWNSHIP & RANGE T 1 S, R 5 E, Tract 1 CALL TWO WORKING DAYS BEFORE YOU DIG (ID, MT, ND, OR, WA, WY) (406) 721-4320 ENGINEERING CONTACT: MIKE RUSSELL, P.E. PROJECT MANAGER 4 (406) 721-4320 BRYANA ZUIDERWEG, P.E.DESIGN ENGINEER GREAT FALLS PARCEL AND SITE INFO: PROPERTY ZONING: M-1 APPROXIMATE PARCEL SIZE: 96,470 SQ FT (2.2 ACRES) PROPOSED SITE (96,470 SQ FT PARCEL): BUILDING: 12,779 SQ FT (13%) PARKING/DRIVEWAY/CONCRETE: 60,771 SQ FT (63%) OPEN SPACE/LANDSCAPE: 22,920 SQ FT (24%) PARKING REQUIRED:142 SPACES. 1.1 SPACES PER GUEST ROOM (124 GUEST ROOM), PLUS 1 FOR EACH EMPLOYEE ON MAXIMUM SHIFT (6 EMPLOYEES). PARKING PROVIDED:137 PARKING SPACES + 6 ADA PARKING SPACES FOR A TOTAL OF 143 SPACES. FLOOR AREA RATIO BREAKDOWN (FAR): 0.533 ADA CERTIFICATION THIS PROJECT ACKNOWLEDGES THE REQUIREMENTS SET FORTH BY STATE AND LOCAL AGENCIES. CONTRACTOR TO ENSURE PROJECT IS BUILT TO COMPLIANCE. PROPERTY OWNER INFORMATION: STATE OF MONTANA PO BOX 201601 HELENA, MT 59620-1601 DJ&A, P.C. 220 WEST LAMME STREET SUITE 1D BOZEMAN, MT 59715 LEASEE/DEVELOPER INFORMATION: BOZEMAN TRAX PARTNERS, LLC 5148 U.S. HIGHWAY 89 LIVINGSTON, MT 59047 & ENGINEERS PLANNERS SURVEYORS MANDEVILLE LANE WHEAT DRIVEWHEAT DRIVEWHEAT DRIVEN 7TH AVEI- 9 0 I- 9 0 BA X T E R L A N E N 7TH AVEVICINITY AND CONTROL POINT MAP3 N NPSSROFE OI NOM AT A AL E EEN G INRMICHAEL T. RUSSELL No. 59647PE 6/5/2024 2024-013-IR North Park Wyndham RECORD DRAWINGS DATE OF RECORD DRAWINGS: 3/31/26 I approved the record drawings as presented. The minimal redlines from the Contractor indicate that the work was completed as shown and, based on my observations, were completed per project plans and specifications. These improvements were (are to be) commissioned on 6/30/2026. -Mike Russell, PE3/31/2026 & ENGINEERS PLANNERS SURVEYORS DESIGNER DRAWN CHECKED PROJ. NO. DATE SURVEYED DESCRIPTIONDATEREVISION SHEET OF 3/19/24 19:50 BRYANA.ZUIDERWEG F:\7348 NORTH PARK WYNDHAM HOTEL SITE PLAN\DRAWINGS\DWG\CIVIL\5 SHEET PRODUCTION\FIRE SUPPRESSION\02 - GENERAL NOTES LEGEND & ABBREV.DWG;52 --- DJ&A, P.C. 03/19/2024 7348 MR BZ BZ AND ABBREVIATIONS GENERAL NOTES, LEGEND, BOZEMAN, MT PROJECT ECHO NORTH PARK WYNDHAM WATER AND FIRE SERVICE MONUMENT NORMAL CROWN NORTH NUMBER OUTSIDE DIAMETER PAVEMENT PERCENT PERFORATE POINT OF COMPOUND CURVE POINT OF CURVE POINT OF INTERSECTION SCHEDULE SLOPE DESIGNATION FRONT FACE OF CURB PAN FLOW LINE QUANTITIES RADIUS RED PLASTIC CAP REQUIRED RIGHT RIGHT-OF-WAY ROAD SECOND (ANGULAR) SIDEWALK SOUTH SPECIFICATION SQUARE SQUARE FOOT SQUARE YARD STANDARD STREET STATION SYMMETRICAL TANGENT TEMPORARY BENCH MARK TOP BACK OF CURB TYPICAL UPSTREAM VERTICAL CURVE LENGTH VERTICAL POINT OF INTERSECTION WEST MON. NC N NO. OD PVMT. PCT. OR % PERF. PCC PC PI SCH. HORIZ:VERT FF FL QUANT. R . RPC REQD. RT R/W RD. " S SPEC. SQ FT², SF SY STD ST STA E SYM. TAN. TBM TBC TYP. US VC VPI W ABBREVIATIONS ALTERNATE AND AND SO FORTH (ET CETERA) APPROXIMATE ASPHALT AT BENCH MARK CENTERLINE CITY OF BOZEMAN CLEAR CONTROL POINT CORRUGATED CORRUGATED METAL PIPE CUBIC YARD CUBIC FEET CULVERT CURVE DELTA DEGREE DIAMETER DRAWING(S) DRIVE DUCTILE IRON EACH EAST ELEVATION EXCAVATION EXISTING EXPANSION JOINT FINISHED GRADE FOOT (MEASUREMENT) FOUND GALVANIZED GAGE (GAUGE) HORIZONTAL INSIDE DIAMETER INVERT INVERT ELEVATION LINEAL FOOT LUMP SUM MILES MAXIMUM MINUTE(S) (ANGULAR) MINIMUM MISCELLANEOUS ALT. & ETC. APPROX. ASPH. @ BM CL, C/L COB CLR. CP CORR. CMP CY FT³, CF CULV. Δ °, DEG. DIA., D, Ø DRWG(S). DR D.I. EACH E ELEV., EL. EXC. EX. EXP. JT. FG FT. OR ' FND GALV. GA. HORZ. ID INV. IE LF LS M MAX. ' MIN. MISC. 1.SPECIFICATIONS: ALL CONSTRUCTION WILL CONFORM TO MONTANA PUBLIC WORKS STANDARDS SPECIFICATIONS (MPWSS) (LATEST EDITION), THE CITY OF BOZEMAN MODIFICATIONS TO MPWSS, INCLUDING ANY ADDENDA, AND THESE CONSTRUCTION DRAWINGS/SPECIFICATIONS. IF CITY OF BOZEMAN STANDARDS ARE NOT PRESENT FOR A CONSTRUCTION ITEM, CONTRACTOR TO BE IN COMPLIANCE WITH MONTANA PUBLIC WORKS STANDARDS AND SPECIFICATIONS. 1.1.THE CONSTRUCTION OF THE FIRE SERVICE LINE MUST MEET ALL REQUIREMENTS WITHIN THE CITY OF BOZEMAN'S FIRE SERVICE LINE STANDARD (CURRENT EDITION). 1.2.ANY EXISTING OR NEW VALVES WHICH CONTROL THE CITY OF BOZEMAN'S WATER SUPPLY MUST BE OPERATED BY CITY OF BOZEMAN PERSONNEL ONLY. 1.3.THE CONTRACTOR MUST NOTIFY THE CITY OF BOZEMAN WATER DEPARTMENT A MINIMUM OF 24 HOURS PRIOR TO BEGINNING ANY WORK. 1.4.CONTRACTOR MUST FIELD VERIFY LINE AND GRADE OF EXISTING CONNECTIONS. 1.5.RELEVANT CITY OF BOZEMAN DETAILS ARE PROVIDED WITHIN THESE DRAWINGS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE ALL CONSTRUCTION MEETS THE CURRENT CITY OF BOZEMAN CONSTRUCTION DETAILS AND APPROVED MATERIALS. 1.6.CONSTRUCTION INSPECTION AND TESTING MUST BE PERFORMED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF MONTANA. INSPECTION AND TESTING TO MEET MPWSS, CITY OF BOZEMAN MPWSS, AND MONTANA DEPARTMENT OF ENVIRONMENTAL QUALITY REQUIREMENTS. 1.7.CORROSION PROTECTION REQUIRED FOR ALL DUCTILE IRON PIPE AND CAST IRON PIPE AND FITTINGS. ALL DUCTILE IRON PIPE (NOT ZINC-COATED) AND FITTINGS AND CAST IRON FITTINGS TO BE ENCASED IN V-BIO ENHANCED POLYETHYLENE ENCASEMENT, PER COB MODIFICATIONS TO MPWSS. 1.8.THE FIRE SERVICE LINE WILL BE FLUSHED PER NFPA 24 VIA A 2.5" HOSE VALVE ON THE STANDPIPE. SEE MECHANICAL DRAWINGS. 2.EROSION CONTROL PLAN & CITY OF BOZEMAN SWPPP: SEE NORTH PARK WYNDHAM HOTEL SITE CONSTRUCTION DRAWINGS FOR ALL ADDITIONAL CONSTRUCTION REQUIREMENTS NOT SHOWN IN THESE DRAWINGS. 3.DISPOSAL: ALL MATERIALS DESIGNATED FOR REMOVAL BECOME THE PROPERTY OF THE CONTRACTOR UPON REMOVAL AND ARE TO BE DISPOSED OF IN AN ENVIRONMENTALLY SAFE MANNER IN ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL REQUIREMENTS. PROPER DISPOSAL OF MATERIALS DESIGNATED FOR REMOVAL ARE INCIDENTAL TO OTHER ITEMS IN THE CONTRACT UNLESS OTHERWISE NOTED. 4.EXISTING UTILITIES: UTILITY LOCATIONS SHOWN ON THE PLANS ARE APPROXIMATE. NOT ALL UTILITIES MAY BE SHOWN. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES THAT MAY BE IMPACTED BY THIS PROJECT. 5.COORDINATION WITH LANDOWNERS: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH LANDOWNERS AND BUSINESS OWNERS ADJACENT TO AND NEAR THE PROJECT TO SCHEDULE WORK THAT MAY AFFECT ACCESS TO THEIR PROPERTIES. 6.ACCURACY: EVERY ATTEMPT HAS BEEN MADE TO ENSURE THE ACCURACY OF THE DRAWINGS THROUGH THE FIELD VERIFICATION & EXISTING PLAN REVIEW. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY EXISTING CONDITIONS, SIZES, QUANTITIES, & TO COORDINATE ALL ASPECTS OF THE PROJECT BEFORE CONSTRUCTION, ORDERING, AND INSTALLATION OF ANY COMPONENT. NOTIFY STAMPING ENGINEER IMMEDIATELY FOR WRITTEN CLARIFICATION IF ANY DISCREPANCY EXISTS. 7.ABBREVIATIONS: DRAWINGS CONTAINED WITHIN THESE DOCUMENTS ARE ABBREVIATED IN NATURE. THE CONTRACTOR IS EXPECTED TO USE QUALITY, ACCEPTABLE, CONSTRUCTION PRACTICES & TECHNIQUES FOR THE EXTENT & TYPE OF WORK DESCRIBED HEREIN. 8.SCALING: DO NOT SCALE DRAWINGS. VERIFY ALL EXISTING DIMENSIONS IN THE FIELD. IF A DIMENSION DOES NOT EXIST OR IS IN ERROR, CONTACT THE ENGINEER ON RECORD FOR CLARIFICATION. 9.COMPLIANCE: CONSTRUCTION SHALL COMPLY WITH ENVIRONMENTAL PROTECTION AGENCY REGULATIONS, OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION, STATE REGULATIONS, AND CITY OF BOZEMAN REGULATIONS. 10.DISTURBANCE: THE CONTRACTOR SHALL ONLY DISTURB WITHIN THE LIMITS OF DISTURBANCE SPECIFIED AND SHOWN ON THE NORTH PARK WYNDHAM HOTEL SITE CONSTRUCTION DRAWINGS. NO GROUND DISTURBANCE SHALL OCCUR OUTSIDE THE LIMITS UNLESS APPROVED BY THE STAMPING ENGINEER PRIOR TO CONSTRUCTION. ALL DISTURBANCE AREAS MUST BE RESTORED TO PRE-CONSTRUCTION OR BETTER CONDITIONS AT THE COMPLETION OF WORK. GENERAL NOTES AND SPECIFICATIONS LEGEND EXISTING EW ES UTV UGP UNDERGROUND POWER LINE UNDERGROUND FIBER OPTIC LINE UNDERGROUND TELEPHONE LINE UNDERGROUND CATV-TV SPECIFIC LINE UNDERGROUND GRAVITY SEWER LINE/MAIN UNDERGROUND WATER LINE/MAIN MAJOR CONTOUR LINE4700 FENCE - CHAIN LINK MINOR CONTOUR LINE CURB LINE (FACE OR TOP BACK) EDGE OF ASPHALT UNDERGROUND NATURAL GAS LINE/MAIN PROPOSED CURB LINE (FACE OR TOP BACK) CONCRETE SIDEWALK EDGE OF ASPHALT EDGE OF CONCRETE 4" WATER SERVICE LINE 4" FIRE SUPPRESSION LINE 6" FIRE HYDRANT LATERAL 8" SEWER SERVICE LATERAL 6" STORMWATER PIPE 12" STORMWATER PIPE UNDERGROUND ELECTRICAL LINE UNDERGROUND GAS LINE BUILDING FOOTPRINT MAJOR CONTOURS MINOR CONTOURS E GS S 8" NG UGT FO SETBACK SEWER EASEMENT UTILITY EASEMENT ADJACENT PROPERTY BOUNDARY EM DYHS WV ELECTRICAL APPURTENANCE FIBER OPTIC BOX SANITARY SEWER MANHOLE WATER VALVE WATER HYDRANT >>>FLOWLINE ELECTRIC METER OVERHEAD UTILITY POLE E CONCRETE HATCH & CONCRETE EDGE ASPHALT HATCH & ASPHALT EDGE PROPERTY BOUNDARY RIGHT OF WAY FS N NPSSROFE OI NOM AT A AL E EEN G INRMICHAEL T. RUSSELL No. 59647PE W 4" W 6" ELECTRICAL TRANSFORMER STORM CURB INLET SANITARY SEWER CLEANOUT WATER SHUTOFF VALVE E BIKE RACK SIGNAGE DETECTABLE WARNING PANEL 4700 SW SW 12" CONCRETE HATCH & EDGE ASPHALT HATCH & EDGE LANDSCAPING HATCH & EDGE SPILL CURB/GUTTER CATCH CURB/GUTTER VALLEY GUTTER FIRE HYDRANT LIGHT POLE (PARKING LOT)DYH STORM SEWER MANHOLESW 4701 4701 6/5/2024 2024-013-IR North Park Wyndham RECORD DRAWINGS 3/31/2026 DATE OF RECORD DRAWINGS: 3/31/26 I approved the record drawings as presented. The minimal redlines from the Contractor indicate that the work was completed as shown and, based on my observations, were completed per project plans and specifications. These improvements were (are to be) commissioned on 6/30/2026. -Mike Russell, PE OHP OHP OHP OHP OHP OHP OHP OHT OHT OHT OHT OHT OHT OHT ES ES ES ES ES ES EW EW EW EW EW UGP UGP UGP FO OHTV OHTV OHTV OHTV FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO NG NG NG NG NG NG EW EW WATER MAIN SIZE UNKNOWN12 "WATER MAINES T S EM EM EE MH S DYHWV E W WV WVDYH E E E WV WV ET TT GWM EW EW EW FS FSFSFSFS GMEEEEEEDYH SW SW SW GSGSGSGSGSEEEEEE E E EE EEEEEEEEEESW W 4''SW 12''SW 12''>>>>>>>>>>FS FSFSFSFS W 4''CONTROL POINT TABLE POINT # CP-1 CP-2 CP-2001 NORTHING 532583.80 532634.82 535322.59 EASTING 1572602.77 1572976.81 1572959.52 ELEVATION 4728.65 4741.77 4712.42 DESCRIPTION M9312 MDT L9312 MDT SE BASE & ENGINEERS PLANNERS SURVEYORS DESIGNER DRAWN CHECKED PROJ. NO. DATE SURVEYED DESCRIPTIONDATEREVISION SHEET OF 3/19/24 19:48 BRYANA.ZUIDERWEG F:\7348 NORTH PARK WYNDHAM HOTEL SITE PLAN\DRAWINGS\DWG\CIVIL\5 SHEET PRODUCTION\FIRE SUPPRESSION\02B - VICINITY MAP.DWG;53 --- DJ&A, P.C. 1/16/2024 7348 MR BZ BZ VICINITY AND CONTROL POINT MAP BOZEMAN, MT PROJECT ECHO NORTH PARK WYNDHAM WATER AND FIRE SERVICE --- SCALE IN FEET 0 30 60 CONTOUR INTERVAL = 1' (PLOT SIZE = 22" x 34") N PROJECT: MANDEVILLE LANE ROADWAY IMPROVEMENTS DATE OF FIELD WORK: 2023 VERTICAL DATUM: NAVD 88 PROJECT UNITS: INTERNATIONAL FEET COORDINATE SYSTEM: NAD 83-2011 SURVEY CONTROL INFORMATION CONTROL POINT CP-2001 IS LOCATED APPROXIMATELY 0.52 MILES NW OF THE PROJECT AREA OFF RED WING DRIVE CP-1 CP-2 CP-2001 SEE NORTH PARK WYNDHAM HOTEL CONSTRUCTION DRAWINGS FUTURE MANDEVILLE LANE. SEE MANDEVILLE LANE CONSTRUCTION DRAWINGS. 4" FIRE AND 4" DOMESTIC WATER SERVICE LINES FUTURE 8" SANITARY SERVICE LINE. SEE NORTH PARK WYNDHAM HOTEL CONSTRUCTION DRAWINGS. MANDEVILLE LANEWHEAT DRIVEEX. 12" DI WATER MAIN EX. 10" PVC SANITARY SEWER MAIN EX. 8" DI WATER MAIN FDC LOCATION N NPSSROFE OI NOM AT A AL E EEN G INRMICHAEL T. RUSSELL No. 59647PE 6/5/2024 2024-013-IR North Park Wyndham RECORD DRAWINGS 3/31/2026 DATE OF RECORD DRAWINGS: 3/31/26 I approved the record drawings as presented. The minimal redlines from the Contractor indicate that the work was completed as shown and, based on my observations, were completed per project plans and specifications. These improvements were (are to be) commissioned on 6/30/2026. -Mike Russell, PE 4710 4720 4730 4740 4710 4720 4730 4740 10+00 11+00 12+00 12+604" GATE VALVESTA = 10+02.00ELEV = 4716.978" SEWER SERVICE CROSSINGSTA = 10+13.25ELEV = 4716.97ELECTRIC SERVICE CROSSINGSTA = 12+17.94ELEV = SEE ELEC. DWGSGAS SERVICE CROSSINGSTA = 12+22.80ELEV = SEE MECH. DWGSEW 4724 47254 7 2 5 GMS 8' 'DYH SW 12''SW 12''10+00 11+00 12+0012+4790° ELBOW STA 10+23.95 8" SEWER SERVICE CROSSING STA 10+13.26 45° AND 22.5° HORZ. ELBOW STA 10+68.38 90° HORZ. ELBOW STA 11+98.32 GAS SERVICE CROSSING STA 12+22.80 ELECTRIC SERVICE CROSSING STA 12+17.94 EEEEW 4''FS FS FSFSFSFS FS FS FS FS FS FS FS FS FSFSFSW 4' ' W 4''W 4''GSGS GS GS GS GS GS GS EE E E E E E E E E E E E4" GATE VALVE STA 10+02.00 & ENGINEERS PLANNERS SURVEYORS DESIGNER DRAWN CHECKED PROJ. NO. DATE SURVEYED DESCRIPTIONDATEREVISION SHEET OF 6/3/24 08:54 DANIEL.LEBSOCK F:\7348 NORTH PARK WYNDHAM HOTEL SITE PLAN\DRAWINGS\DWG\CIVIL\5 SHEET PRODUCTION\FIRE SUPPRESSION\03 - FIRE LINE PLAN AND PROFILE.DWG;54 --- DJ&A, P.C. 03/19/2024 7348 MR BZ BZ FIRE SERVICE LINE PLAN AND PROFILE BOZEMAN, MT PROJECT ECHO NORTH PARK WYNDHAM WATER AND FIRE SERVICE --- PROFILE PLAN FINISHED GROUND AT CENTERLINE OF PIPE SCALE IN FEET 0 10 20 CONTOUR INTERVAL = 1' (PLOT SIZE = 22" x 34")N~250 FT 4" Ø DUCTILE IRON CLASS 51 FIRE SERVICE LINE EXISTING GROUND AT CENTERLINE OF PIPE NORTH PARK WYNDHAM HOTEL PROJECT SITE, SEE SEPARATE CONSTRUCTION DRAWINGS STA 12+47.05 ENTER PROPOSED BUILDING, SEE MECHANICAL DRAWINGS AND COB DETAILS MINIMUM BURY DEPTH OF 6.5' MAXIMUM BURY DEPTH OF 7.5' ~250 FT 4" Ø DUCTILE IRON (ZINC COATED) CLASS 51 FIRE SERVICE LINE STATION 12+47.05 ENTER PROPOSED BUILDING, SEE MECHANICAL DRAWINGS AND COB DETAILS STATION 10+00 BEGIN WORK - CONTRACTOR TO CONNECT TO EX. 8" WATER MAIN W/ HOT TAP TAPPING SADDLES. THRUST BLOCK REQ'D. EX. 8" DI WATER MAIN COMING OFF EX. 12" DI WATER MAIN ALONG WHEAT DRIVE, CONTRACTOR TO FIELD VERIFY EX. WATER MAIN GENERAL NOTES: 1.BACKFLOW PREVENTION SYSTEM CLASSIFICATION: CLASS 1 2.PROFILE SHOWN FOR THE 4" FIRE SERVICE LINE, BUT ALSO REPRESENTATIVE OF 4" DOMESTIC SERVICE LINE. CONTRACTOR TO INSTALL 4" DOMESTIC SERVICE LINE IN THE SAME TRENCH AND VERTICAL ALIGNMENT AS THE FIRE SERVICE LINE. MAINTAIN MIN. 12" HORZ. SEPARATION. 3.NEW FIRE HYDRANT TO BE INSTALLED. CONTRACTOR TO INSTALL AS EXTENSION OF EX. 8" WATER MAIN. REMOVE EX. DI END CAP AND CONNECT TO EX. 8" WATER MAIN WITH AN 8"X6" DI REDUCER AND ~13 LF OF DI FIRE HYDRANT LATERAL. COORDINATE CONNECTION WITH COB WATER DEPT. SEE CIVIL DETAILS FOR FIRE HYDRANT REQUIREMENTS. 3.1.IF AN EX. BLOW-OFF VALVE IS FIELD LOCATED AT THE END OF THE EX. WATER MAIN, REMOVE EX. BLOW-OFF CONNECTION AND PROVIDE PROPER DISPOSAL. COORDINATE WITH COB FOR REQUIREMENTS. 4.ALL WATER INFRASTRUCTURE SHALL BE THRUST-BLOCKED OR OTHERWISE RESTRAINED PER CITY OF BOZEMAN STANDARDS. 5.GATE VALVE LOCATIONS TO BE INSTALLED PER CITY OF BOZEMAN STANDARDS. PROPOSED FIRE HYDRANT AND ~13 FT OF 6" HYDRANT LATERAL. SEE NOTE 3.~240 FT 4" Ø DUCTILE IRON (ZINC COATED) CLASS 51 DOMESTIC WATER SERVICE LINE RISER SHOWN FOR ILLUSTRATIVE PURPOSES ONLY. CONTRACTOR TO CONSTRUCT PER MECHANICAL DRAWINGS AND COB STANDARDS 8" PVC SDR-35 ASTM D 3034 SANITARY SEWER SERVICE. SEE NORTH PARK WYNDHAM SITE CONSTRUCTION DRAWINGS. EX. RISER AND END OF EX. 8" DI WATER MAIN. REMOVE EX. END CAP AND INSTALL 8"X6" REDUCER. 10 FT UTILITY EASEMENT PUBLIC UTILITY EASEMENT EXTENSION STA 10+00.00 CONNECT TO EX. 8" WATER MAIN W/ HOT TAP TAPPING SADDLES. THRUST BLOCK REQUIRED. N NPSSROFE OI NOM AT A AL E EEN G INRMICHAEL T. RUSSELL No. 59647PE THRUST BLOCK REQUIRED AT ELBOW, PER COB STANDARDS. SEE DETAILS. MECHANICAL/FIRE RISER ROOM 6/5/2024 2024-013-IR North Park Wyndham RECORD DRAWINGS NO SUBSTANTIVE DEVIATIONS OR CHANGES FROM PROPOSED ALIGNMENT OBSERVED DURING CONSTRUCTION AND NO REDLINES OF CHANGES PROVIDED BY EARTHWORK/PIPE CONTRACTOR (EASTON) DATE OF RECORD DRAWINGS: 3/31/26 I approved the record drawings as presented. The minimal redlines from the Contractor indicate that the work was completed as shown and, based on my observations, were completed per project plans and specifications. These improvements were (are to be) commissioned on 6/30/2026. -Mike Russell, PE 3/31/2026 & ENGINEERS PLANNERS SURVEYORS DESIGNER DRAWN CHECKED PROJ. NO. DATE SURVEYED DESCRIPTIONDATEREVISION SHEET OF 3/19/24 16:48 BRYANA.ZUIDERWEG F:\7348 NORTH PARK WYNDHAM HOTEL SITE PLAN\DRAWINGS\DWG\CIVIL\5 SHEET PRODUCTION\FIRE SUPPRESSION\04 - CIVIL CONSTRUCTION DETAILS.DWG;55 --- DJ&A, P.C. 3/19/2024 7348 MR BZ BZ CIVIL CONSTRUCTION DETAILS BOZEMAN, MT PROJECT ECHO NORTH PARK WYNDHAM WATER AND FIRE SERVICE N NPSSROFE OI NOM AT A AL E EEN G INRMICHAEL T. RUSSELL No. 59647PE A 4 N.T.S TYPICAL UTILITY TRENCH B 4 N.T.S THRUST BLOCK C 4 N.T.S GATE VALVE THRUST BLOCK D 4 N.T.S 4" WATER SERVICE E 4 N.T.S TYPICAL RISER CONFIGUARION F 4 N.T.S CLASS I FIRE SERVICE G 4 N.T.S FIRE HYDRANT 6/5/2024 2024-013-IR North Park Wyndham RECORD DRAWINGS 3/31/2026 DATE OF RECORD DRAWINGS: 3/31/26 I approved the record drawings as presented. The minimal redlines from the Contractor indicate that the work was completed as shown and, based on my observations, were completed per project plans and specifications. These improvements were (are to be) commissioned on 6/30/2026. -Mike Russell, PE CITY OF BOZEMAN, MONTANA PLANS FOR: KALISPELL GLASGOW MISSOULA HELENA BILLINGS HARDIN BOZEMAN DILLON PROJECT LOCATION LOCATION MAP AREA MAP MANDEVILLE LANE ROADWAY IMPROVEMENTS COVER SHEET GENERAL NOTES, LEGEND, AND ABBREVIATIONS INDEX TO SHEETS DESCRIPTIONNO. DEMOLITION PLAN GRADING PLAN VICINITY MAP 1 4 CITY WITH THE FOLLOWING: GALLATIN 2215 WHEAT DRIVE BOZEMAN SW 1/4 OF SE 1/4 OF SECTION 36 TOWNSHIP & RANGE T 1 S, R 5 E, Tract 1 CALL TWO WORKING DAYS BEFORE YOU DIG (ID, MT, ND, OR, WA, WY) (406) 721-4320 ENGINEERING CONTACT: MIKE RUSSELL, P.E. PROJECT MANAGER 3 (406) 721-4320 BRYANA ZUIDERWEG, P.E.DESIGN ENGINEER GREAT FALLS ADA CERTIFICATION THIS PROJECT ACKNOWLEDGES THE REQUIREMENTS SET FORTH BY STATE AND LOCAL AGENCIES. CONTRACTOR TO ENSURE PROJECT IS BUILT TO COMPLIANCE. DJ&A, P.C. 220 WEST LAMME STREET SUITE 1D BOZEMAN, MT 59715 6 CIVIL CONSTRUCTION DETAILS8-11 No Scale PLAN AND PROFILE 2 5 PROJECT LOCATION N COUNTY SEC. NO.# CALL 1-800-424-5555 PROPERTY ADDRESS UNDERGROUND UTILITIES LOCATION CENTER & ENGINEERS PLANNERS SURVEYORS MANDEVILLE LANE WHEAT DRIVEWHEAT DRIVEWHEAT DRIVEN 7TH AVEI- 9 0 I- 9 0 BA X T E R L A N E N 7TH AVECONSTRUCTION MANAGEMENT PLAN7 (406) 721-4320 KYLE DRUYVESTEIN, E.I.DESIGN ENGINEER 6/5/2024 2024-013-IR North Park Wyndham N NPSSROFE OI NOM AT A AL E EEN G INRMICHAEL T. RUSSELL No. 59647PE REV. 1 4.22.2025 ASI 02 - COORDINATION OF PERMITTED PLANS 12 STORM WATER SYSTEM PLAN AND PROFILE 13 CIVIL CONSTRUCTION DETAILS SHEET NO: CM1-11 RECORD DRAWINGS DATE OF RECORD DRAWINGS: 3/31/26 I approved the record drawings as presented. The minimal redlines from the Contractor indicate that the work was completed as shown and, based on my observations, were completed per project plans and specifications. These improvements were (are to be) commissioned on 6/30/2026. -Mike Russell, PE3/31/2026 Revclouds only present for emphasis--were originally part of approved permitted drawings. Revclouds to not indicate changes to approved design. (typ). & ENGINEERS PLANNERS SURVEYORS DESIGNER DRAWN CHECKED PROJ. NO. DATE SURVEYED DESCRIPTIONDATEREVISION SHEET OF 12/26/23 12:30 KYLE.DRUYVESTEIN F:\7348 NORTH PARK WYNDHAM HOTEL SITE PLAN\DRAWINGS\DWG\CIVIL\5 SHEET PRODUCTION\MANDEVILLE\02 - GENERAL NOTES LEGEND & ABBREV.DWG;112 --- DJ&A, P.C. 3/19/2024 7348 MR BZ BZ AND ABBREVIATIONS GENERAL NOTES, LEGEND, BOZEMAN, MT PROJECT ECHO MANDEVILLE LANE ROADWAY IMPROVEMENTS MONUMENT NORMAL CROWN NORTH NUMBER OUTSIDE DIAMETER PAVEMENT PERCENT PERFORATE POINT OF COMPOUND CURVE POINT OF CURVE POINT OF INTERSECTION SCHEDULE SLOPE DESIGNATION FRONT FACE OF CURB PAN FLOW LINE QUANTITIES RADIUS RED PLASTIC CAP REQUIRED RIGHT RIGHT-OF-WAY ROAD SECOND (ANGULAR) SIDEWALK SOUTH SPECIFICATION SQUARE SQUARE FOOT SQUARE YARD STANDARD STREET STATION SYMMETRICAL TANGENT TEMPORARY BENCH MARK TOP BACK OF CURB TYPICAL UPSTREAM VERTICAL CURVE LENGTH VERTICAL POINT OF INTERSECTION WEST MON. NC N NO. OD PVMT. PCT. OR % PERF. PCC PC PI SCH. HORIZ:VERT FF FL QUANT. R . RPC REQD. RT R/W RD. " S SPEC. SQ FT², SF SY STD ST STA E SYM. TAN. TBM TBC TYP. US VC VPI W ABBREVIATIONS ALTERNATE AND AND SO FORTH (ET CETERA) APPROXIMATE ASPHALT AT BENCH MARK BLUE PLASTIC CAP CENTERLINE CLEAR CONTROL POINT CORRUGATED CORRUGATED METAL PIPE CUBIC YARD CUBIC FEET CULVERT CURVE DELTA DEGREE DIAMETER DRAWING(S) DRIVE DOWNSTREAM EACH EAST ELEVATION EXCAVATION EXPANSION JOINT FINISHED GRADE FOOT (MEASUREMENT) FOUND GALVANIZED GAGE (GAUGE) HEXAGON INSIDE DIAMETER INVERT INVERT ELEVATION LINEAL FOOT LUMP SUM MILES MAXIMUM MINUTE(S) (ANGULAR) MINIMUM MISCELLANEOUS ALT. & ETC. APPROX. ASPH. @ BM BPC CL, C/L CLR. CP CORR. CMP CY FT³, CF CULV. Δ °, DEG. DIA., D, Ø DRWG(S). DR DS EACH E ELEV., EL. EXC. EXP. JT. FG FT. OR ' FND GALV. GA. HEX. ID INV. IE LF LS M MAX. ' MIN. MISC. 1.SPECIFICATIONS: CONSTRUCT THE PROJECT IN COMPLIANCE WITH THE CITY OF BOZEMAN STANDARD DETAILS AND SPECIFICATIONS (AND MODIFICATIONS TO MPWSS). IF CITY OF BOZEMAN STANDARDS ARE NOT PRESENT FOR A CONSTRUCTION ITEM, CONTRACTOR TO CONSTRUCT TO BE IN COMPLIANCE WITH MONTANA PUBLIC WORKS STANDARDS AND SPECIFICATIONS (LATEST ADOPTED EDITION). 2.EROSION CONTROL PLAN & CITY OF BOZEMAN SWPPP: SUBMIT A SOIL EROSION CONTROL PLAN TO THE CITY OF BOZEMAN, PROVIDE METHODS TO PREVENT RUNOFF FROM THE CONSTRUCTION SITE. THE CONTRACTOR MUST OBTAIN A REQUIRED CITY OF BOZEMAN SWPPP PERMIT. THE CONTRACTOR IS REQUIRED TO SUBMIT TO CITY OF BOZEMAN ENGINEERING ANY ADDITIONAL REPORTS AT TIME OF NOTICE OF TERMINATION (SWPPP PERMIT CLOSE-OUT) IF FINAL STABILIZATION OF SITE HASN'T BEEN ACHIEVED AT TIME OF FINAL WALK-THROUGH. 3.DISPOSAL: ALL MATERIALS DESIGNATED FOR REMOVAL BECOME THE PROPERTY OF THE CONTRACTOR UPON REMOVAL AND ARE TO BE DISPOSED OF IN AN ENVIRONMENTALLY SAFE MANNER IN ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL REQUIREMENTS. PROPER DISPOSAL OF MATERIALS DESIGNATED FOR REMOVAL ARE INCIDENTAL TO OTHER ITEMS IN THE CONTRACT UNLESS OTHERWISE NOTED. 4.EXISTING UTILITIES: UTILITY LOCATIONS SHOWN ON THE PLANS ARE APPROXIMATE. NOT ALL UTILITIES MAY BE SHOWN. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES THAT MAY BE IMPACTED BY THIS PROJECT. 5.COORDINATION WITH LANDOWNERS: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH LANDOWNERS AND BUSINESS OWNERS ADJACENT TO AND NEAR THE PROJECT TO SCHEDULE WORK THAT MAY AFFECT ACCESS TO THEIR PROPERTIES. 6.SETTING SIGNS: SET STREET SIGNS IN ACCORDANCE WITH THE DRAWINGS AND THE CITY OF BOZEMAN STANDARD DETAILS. 7.ACCURACY: EVERY ATTEMPT HAS BEEN MADE TO ENSURE THE ACCURACY OF THE DRAWINGS THROUGH THE FIELD VERIFICATION & EXISTING PLAN REVIEW. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY EXISTING CONDITIONS, SIZES, QUANTITIES, & TO COORDINATE ALL ASPECTS OF THE PROJECT BEFORE CONSTRUCTION, ORDERING, AND INSTALLATION OF ANY COMPONENT. NOTIFY STAMPING ENGINEER IMMEDIATELY FOR WRITTEN CLARIFICATION IF ANY DISCREPANCY EXISTS. 8.ABBREVIATIONS: DRAWINGS CONTAINED WITHIN THESE DOCUMENTS ARE ABBREVIATED IN NATURE. THE CONTRACTOR IS EXPECTED TO USE QUALITY, ACCEPTABLE, CONSTRUCTION PRACTICES & TECHNIQUES FOR THE EXTENT & TYPE OF WORK DESCRIBED HEREIN. 9.SCALING: DO NOT SCALE DRAWINGS. VERIFY ALL EXISTING DIMENSIONS IN THE FIELD. IF A DIMENSION DOES NOT EXIST OR IS IN ERROR, CONTACT THE ENGINEER ON RECORD FOR CLARIFICATION. 10.COMPLIANCE: CONSTRUCTION SHALL COMPLY WITH ENVIRONMENTAL PROTECTION AGENCY REGULATIONS, OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION, AND CITY OF BOZEMAN REGULATIONS. GENERAL NOTES LEGEND EXISTING EW ES UTV UGP UNDERGROUND POWER LINE UNDERGROUND FIBER OPTIC LINE UNDERGROUND TELEPHONE LINE UNDERGROUND CATV-TV SPECIFIC LINE UNDERGROUND GRAVITY SEWER LINE/MAIN UNDERGROUND WATER LINE/MAIN MAJOR CONTOUR LINE4700 FENCE - CHAIN LINK MINOR CONTOUR LINE CURB LINE (FACE OR TOP BACK) EDGE OF ASPHALT UNDERGROUND NATURAL GAS LINE/MAIN PROPOSED CURB LINE (FACE OR TOP BACK) CONCRETE SIDEWALK EDGE OF ASPHALT EDGE OF CONCRETE EDGE OF GRAVEL ROAD CENTERLINE 6" STORMWATER PIPE 12" STORMWATER PIPE MAJOR CONTOURS MINOR CONTOURSNG UGT FO SETBACK SEWER EASEMENT UTILITY EASEMENT ADJACENT PROPERTY BOUNDARY EM DYHS WV ELECTRICAL APPURTENANCE FIBER OPTIC BOX SANITARY SEWER MANHOLE WATER VALVE WATER HYDRANT >>>FLOWLINE ELECTRIC METER OVERHEAD UTILITY POLE E CONCRETE HATCH & CONCRETE EDGE ASPHALT HATCH & ASPHALT EDGE PROPERTY BOUNDARY RIGHT OF WAY N NPSSROFE OI NOM AT A AL E EEN G INRMICHAEL T. RUSSELL No. 59647PE ELECTRICAL TRANSFORMER STORM CURB INLET E SIGNAGE DETECTABLE WARNING PANEL 4700 SW SW 12" CONCRETE HATCH & EDGE ASPHALT HATCH & EDGE LANDSCAPING HATCH & EDGE LIGHT POLE (PARKING LOT) STORM SEWER MANHOLESW 4701 4701 GRAVEL HATCH & GRAVEL EDGE GRAVEL HATCH & GRAVEL EDGE 6/5/2024 2024-013-IR North Park Wyndham 01 4/2/2025 ASI 02 - COORDINATION OF PERMITTED PLANS 4/2/2025 13 SHEET NO: CM2-11 RECORD DRAWINGS 3/31/2026 DATE OF RECORD DRAWINGS: 3/31/26 I approved the record drawings as presented. The minimal redlines from the Contractor indicate that the work was completed as shown and, based on my observations, were completed per project plans and specifications. These improvements were (are to be) commissioned on 6/30/2026. -Mike Russell, PE MH GWM 4 724 47 2 5 47264 7 2 7 4727 47264725 4725472547254724472347244726 4727 4728 4728 4728 4727 472 8 473047284726 4729 4729 4728 4728 47264728 47274726 4728 4727GM >>>>>>>>>>10+0011+0012+0013+00 13+93 01KCRSKKKKMMMKKKKMMMMMMMMMMMMMMMMMMMMMMMMMMMMLMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMCONTROL POINT TABLE POINT # CP-1 CP-2 CP-2001 NORTHING 532583.80 532634.82 535322.59 EASTING 1572602.77 1572976.81 1572959.52 ELEVATION 4728.65 4741.77 4712.42 DESCRIPTION M9312 MDT L9312 MDT SE BASE & ENGINEERS PLANNERS SURVEYORS DESIGNER DRAWN CHECKED PROJ. NO. DATE SURVEYED DESCRIPTIONDATEREVISION SHEET OF 3/19/24 07:27 KYLE.DRUYVESTEIN F:\7348 NORTH PARK WYNDHAM HOTEL SITE PLAN\DRAWINGS\DWG\CIVIL\5 SHEET PRODUCTION\MANDEVILLE\03 - VICINITY MAP.DWG;113 --- DJ&A, P.C. 3/19/2024 7348 MR BZ BZ VICINITY AND CONTROL POINT MAP BOZEMAN, MT PROJECT ECHO MANDEVILLE LANE ROADWAY IMPROVEMENTS --- SCALE IN FEET 0 30 60 CONTOUR INTERVAL = 1' (PLOT SIZE = 22" x 34") N PROJECT: MANDEVILLE LANE ROADWAY IMPROVEMENTS DATE OF FIELD WORK: 2023 VERTICAL DATUM: NAVD 88 PROJECT UNITS: INTERNATIONAL FEET COORDINATE SYSTEM: NAD 83-2011 SURVEY CONTROL INFORMATION CONTROL POINT CP-2001 IS LOCATED APPROXIMATELY 0.52 MILES NW OF THE PROJECT AREA OFF RED WING DRIVE CP-1 CP-2 CP-2001 PROJECT START STA. 10+31 PROJECT END STA. 13+93 FUTURE EXISITNG NORTH PARK WYNDHAM HOTEL DEVELOPMENT. SEE NORTH PARK WYNDHAM HOTEL CONSTRUCTION DRAWINGS CONSTRUCTION LIMITS, TYP. 6/5/2024 2024-013-IR North Park Wyndham N NPSSROFE OI NOM AT A AL E EEN G INRMICHAEL T. RUSSELL No. 59647PE 01 4/2/2025 ASI 02 - COORDINATION OF PERMITTED PLANS 4/2/2025 13 SHEET NO: CM3-11 RECORD DRAWINGS DATE OF RECORD DRAWINGS: 3/31/26 I approved the record drawings as presented. The minimal redlines from the Contractor indicate that the work was completed as shown and, based on my observations, were completed per project plans and specifications. These improvements were (are to be) commissioned on 6/30/2026. -Mike Russell, PE 3/31/2026 OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHT OHT OHT OHT OHT OHT OHT OHT OHT OHT OHT OHT OHT OHT OHT OHT ES ES ES ES ES ES ES EW EW EW EW EW EW EW UGP UGP UGP UGP FO FO FO FO FO FO OHTV OHTV OHTV OHTV OHTV OHTV FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG ES ES * * * * * * * * * * * * * * * * * * * >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>TEMEMEESDYHWVWVETT4 7 2 7 4727 4726 4727 4728 472 8 4728 4728 4726 4728 4727 4726 4728 4727 EW EW EW EW EW EW EW EW EW EW EW X & ENGINEERS PLANNERS SURVEYORS DESIGNER DRAWN CHECKED PROJ. NO. DATE SURVEYED DESCRIPTIONDATEREVISION SHEET OF 3/19/24 20:43 BRYANA.ZUIDERWEG F:\7348 NORTH PARK WYNDHAM HOTEL SITE PLAN\DRAWINGS\DWG\CIVIL\5 SHEET PRODUCTION\MANDEVILLE\04 - DEMO PLAN.DWG;114 --- DJ&A, P.C. 3/19/2024 7348 MR BZ BZ MANDEVILLE LANE DEMOLITION PLAN BOZEMAN, MT PROJECT ECHO MANDEVILLE LANE ROADWAY IMPROVEMENTS --- SCALE IN FEET 0 20 40 CONTOUR INTERVAL = 1' (PLOT SIZE = 22" x 34")NEXISTING CONCRETE SIDEWALK, PROTECT IN PLACE MANDEVILLE LANE WHEAT DRIVEEXISTING GRAVEL ROAD TO BE REMOVED NORTH PARK WYNDHAM PROJECT SITE, SEE SEPARATE CONSTRUCTION DRAWINGS EXISTING STORMWATER DITCH TO BE REALIGNED WITH REGRADING PER GRADING PLAN, SEE SHEET 6 CONTRACTOR TO COORDINATE WITH LOCAL UTILITY COMPANY (NWE) TO RELOCATE GAS MAIN TO BE OUTSIDE OF THE PROPOSED ROADWAY, TYP. PROPERTY LINE, TYP. CONTRACTOR TO COORDINATE WITH LOCAL UTILITY COMPANIES (POWER, TELECOM, OTHERS) ON THE REMOVAL AND RELOCATION OF UTILITIES AND EQUIPMENT TO A LOCATION THAT DOES NOT CONFLICT WITH PROPOSED ROADWAY IMPROVEMENTS, SEE SHEET 5 REMOVE EXISTING FENCE ALONG SOUTHERN PROPERTY LINE EXISTING FENCE, PROTECT IN PLACE, TYP. EXISTING WATER MAIN, PROTECT IN PLACE, TYP. EXISTING CONCRETE SIDEWALK, PROTECT IN PLACE EXISTING ASPHALT ROAD TO BE REMOVEDWHEAT DRIVEEXISTING CONCRETE CURB AND GUTTER, PROTECT IN PLACE EXISTING FIBER OPTIC LINES & UNDERGROUND POWER, PROTECT IN PLACE, TYP. OR RELOCATE AS NECESSARY FOR REQUIRED STREET TREES. CONTRACTOR TO TAPER EXISTING GRAVEL ROADWAY, SEE PLAN AND PROFILE SHEET EXISTING GAS SERVICE LINE CROSSING IN MANDEVILLE LANE TO BE PROTECTED IN PLACE AND RECONNECTED TO RELOCATED GAS MAIN ON THE NORTHERN SIDE OF MANDEVILLE LANE. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH NORTHWESTERN ENERGY (NWE) AND ANY PRIVATE PROPERTY OWNERS FOR SERVICE RECONNECTION. NOTES: 1.CONTRACTOR TO VERIFY EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF WORK. 2.CONTRACTOR TO DISPOSE OF ALL MATERIALS OFFSITE AND IN ACCORDANCE WITH ALL GOVERNING AGENCIES REQUIREMENTS. 3.SITE IS TO BE CLEARED AND GRUBBED, AND SITE SOILS TO BE PREPARED PER GEOTECHNICAL RECOMMENDATIONS OF ADJACENT HOTEL SITE TO THE NORTH. DEMOLITION SHEET KEY GRAVEL ROADWAY TO BE REMOVED ASPHALT ROADWAY TO BE REMOVED CONSTRUCTION LIMITS, TYP. EXISTING POWER POLE, PROTECT IN PLACE EXISTING CONTOUR, TYP. EXISTING FIRE HYDRANT, PROTECT IN PLACE EXISTING TELEPHONE PEDESTAL, PROTECT IN PLACE, TYP. EXISTING ELECTRICAL INFRASTRUCTURE AND TELEPHONE POLE, PROTECT IN PLACE, TYP. CONTRACTOR TO PROVIDE CLEAN SAWCUT LINE, FREE OF CRACKING OR DETERIORATION OF ASPHALT SURFACE TIE-IN. 6/5/2024 2024-013-IR North Park Wyndham N NPSSROFE OI NOM AT A AL E EEN G INRMICHAEL T. RUSSELL No. 59647PE 01 4/2/2025 ASI 02 - COORDINATION OF PERMITTED PLANS 4/2/2025 13 SHEET NO: CM4-11 RECORD DRAWINGS 3/31/26 20'5'MANDEVILLE LANE 4710 4715 4720 4725 4730 4735 4740 4745 4750 4710 4715 4720 4725 4730 4735 4740 4745 4750 10+00 11+00 12+00 13+00 14+00 0.66%STA = 10+31.87EL = 4727.31STA = 12+71.72EL = 4728.90MANDEVILLE LANE (1) 4710 4715 4720 4725 4730 4735 4740 4745 4750 4710 4715 4720 4725 4730 4735 4740 4745 4750 10+00 11+00 12+00 13+00 14+00BP: 10+00PC: 11+53.25MID: 11+68.11PT: 11+82.96PI: 12+71.72EP: 13+92.66EEEE EGSGSGSEEEEEEEEEE4724.95>>>>>>>>>>>>>>>OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHT OHT OHT OHT OHT OHT OHT OHT OHT OHT OHT OHT ES ES ES ES EW EW EW UGP FO FO FO FO OHTV OHTV OHTV OHTV OHTV OHTV OHTV OHTV FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO NG NG NG NG NG NG NG NG NG NG WATER MAIN SIZE UNKNOWNES ES ES >>>>>>>>>>>>>>>>>>>>>>TTEMEMEESDYHWVWVWVETTT4 7 2 7 4727 4726 4726 4727 4728 4728 4728 4727 472 8 4730 47284726 4729 47294728 4728 4726 4728 4727 4726 4728 4727 EW EW EW EW EW 10+00 11+00 12+00 13+00 13+93BP: 10+00.00PC: 11+53.25PT: 11+82.96PI: 12+71.72EP: 13+92.66L=29.71' R=500.00 D=3°24'16" & ENGINEERS PLANNERS SURVEYORS DESIGNER DRAWN CHECKED PROJ. NO. DATE SURVEYED DESCRIPTIONDATEREVISION SHEET OF 6/3/24 09:06 DANIEL.LEBSOCK F:\7348 NORTH PARK WYNDHAM HOTEL SITE PLAN\DRAWINGS\DWG\CIVIL\5 SHEET PRODUCTION\MANDEVILLE\05 - PLAN AND PROFILE.DWG;135 --- DJ&A, P.C. 3/19/2024 7348 MR BZ BZ MANDEVILLE LANE PLAN AND PROFILE BOZEMAN, MT PROJECT ECHO MANDEVILLE LANE ROADWAY IMPROVEMENTS --- PROFILE PLAN FINISHED GROUND AT CENTERLINE ROAD SCALE IN FEET 0 20 40 CONTOUR INTERVAL = 1' (PLOT SIZE = 22" x 34") EXISTING GROUND AT CENTERLINE ROAD STA 10+31.87 BEGIN ROAD WORK MATCH EXISTING NO WORK NMATCH EXISTING ASPHALT ROAD MATCH EXISTING GRAVEL ROAD CONTRACTOR TO TAPER GRAVEL ROAD FROM EDGE OF ASPHALT TO STA 13+93. CONTRACTOR TO TAPER TO EXISTING GRAVEL ROAD CONCRETE DRIVEWAY APPROACH AND DRIVABLE CONCRETE, CONSTRUCTED BY OTHERS, SEE SITE CONSTRUCTION DRAWINGS CONTRACTOR TO TIE TO EXISTING CONCRETE SIDEWALK MANDEVILLE LANE WHEAT DRIVE1.75' WIDE CURB CUT WITH 6' LENGTH OF VALLEY GUTTER, SEE CIVIL DETAILS TIE PROPOSED SWALE TO EXISTING SWALE ASPHALT PAVEMENT, TYP. SEE CIVIL DETAILS CURB AND GUTTER, TYP. SEE CIVIL DETAILS CONCRETE SIDEWALK, TYP. SEE CIVIL DETAILS STORM WATER INLET, SEE CIVIL DETAILS STORM WATER INLET, SEE CIVIL DETAILS STORM WATER SWALE, SEE GRADING PLAN STREET TREES AND PLANTING BY SITE CONTRACTOR, TYP. SEE SITE PLAN CONSTRUCTION DOCUMENTS PROPERTY LINE, TYP. NORTH PARK WYNDHAM PROJECT SITE, SEE SEPARATE CONSTRUCTION DRAWINGS CONTRACTOR TO CONSTRUCT (5) ROADWAY MARKERS PER MUTCD STANDARD & DETAIL B SHEET 10, 20' SPACING, TYP.5.6'5'STA 12+71.72 END ROAD WORK MATCH EXISTING STA 13+92.66 END EXISTING ROADWAY TAPER 12" Ø PVC SDR 35 STORMWATER LATERAL, TYP. EXISTING CONTOUR, TYP. ADS CHAMBER SYSTEM OR APPROVED EQUIVALENT, SEE CIVIL DETAILS 12" Ø PVC STORM WATER CROSSING MIN. 2' OF COVER APPROXIMATE STORM WATER SWALE PROFILE (SOUTH OF MANDEVILLE ROADWAY) NEW DRAINAGE EASEMENT FOR ADS CHAMBER SYSTEM CONTRACTOR TO INSTALL GRAVEL ROAD EXTENSION/TAPER CONTRACTOR TO CONSTRUCT ROADWAY MARKER PER MUTCD STANDARDS. DISTURBANCE & CUT/FILL LIMITS, TYP. = CUT AREA = FILL AREA BLACK = TIE TO EXISTING RED GREEN 6/5/2024 2024-013-IR North Park Wyndham 01 4/2/2025 ASI 02 - COORDINATION OF PERMITTED PLANS 4/2/2025 SHEET NO: CM5-11 Approximate area of pavement patch to-be-completed and stormwater system to-be completed. RECORD DRAWINGS DATE OF RECORD DRAWINGS: 3/31/26 I approved the record drawings as presented. The minimal redlines from the Contractor indicate that the work was completed as shown and, based on my observations, were completed per project plans and specifications. These improvements were (are to be) commissioned on 6/30/2026. -Mike Russell, PE Revclouds only present for emphasis--were originally part of approved permitted drawings. Revclouds to not indicate changes to approved design. (typ). SWSW>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>EEEE EEEE GSGSGSGSGSGSEEEEEEEEEEEEEEESWOHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHT OHT OHT OHT OHT OHT OHT OHT OHT OHT OHT OHT OHT OHT OHT OHT ES ES ES ES ES ES ES EW EW EW EW EW EW EW UGP UGP UGP UGP FO FO FO FO FO FO OHTV OHTV OHTV OHTV OHTV OHTV FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG ES ES * * * * * * * * * * * * * * * * * * * >>>>>>>>>>>>>>>>>>>>>TEMEMEESDYHWVWVETT4 7 2 7 4727 4726 4727 4728 472 8 4728 4728 4726 4728 4727 4726 4728 4727 EW EW EW EW EW EW EW EW EW EW EW X JOIN EXISTING 4727.55 JOIN EXISTING 4727.30 JOIN EXISTING 4726.58 JOIN EXISTING TBC 4727.06 EOC 4726.36 EOC 4726.36 JOIN EXISTING 4725.36 TBC 4728.86 TBC 4728.86 EOC 4728.99 EOC 4729.06 EOC 4728.90EOC 4728.73 EOC 4728.65 EOC 4728.83 TBC 4728.73 TBC 4728.49 FG 4728.15 FG 4728.32 EOC 4728.50 EOC 4728.57 JOIN EXISTING 4727.47 JOIN EXISTING 4727.53 JOIN EXISTING TBC 4727.93 SD #2 - RIM 4727.06 SD #1 - RIM 4726.59 EOC/FL 4726.28 -1 .7%-1.7%-1 .6%-7.8%-1.6%-48.1%-45.0%-33.2%-34.4%-13.9% JOIN EXISTING 4727.29 -4 .3%-2.1% EOC 4728.09 EOC 4728.05 BOTTOM OF CURB CUT 4726.53 TBC 4727.05 TBC 4727.03 -40.9%-41.9%-40.0%FL 4725.42FL 4725.55FL 4725.65 FL 4725.79 FL 4725.98 47264726 4727 4727 4728 472 7 TBC 4727.52 TBC 4728.07 & ENGINEERS PLANNERS SURVEYORS DESIGNER DRAWN CHECKED PROJ. NO. DATE SURVEYED DESCRIPTIONDATEREVISION SHEET OF 5/8/24 11:15 KYLE.DRUYVESTEIN F:\7348 NORTH PARK WYNDHAM HOTEL SITE PLAN\DRAWINGS\DWG\CIVIL\5 SHEET PRODUCTION\MANDEVILLE\06 - GRADING PLAN.DWG;136 --- DJ&A, P.C. 3/19/2024 7348 MR BZ BZ MANDEVILLE LANE GRADING PLAN BOZEMAN, MT PROJECT ECHO MANDEVILLE LANE ROADWAY IMPROVEMENTS --- SCALE IN FEET 0 20 40 CONTOUR INTERVAL = 1' (PLOT SIZE = 22" x 34")NMANDEVILLE LANE WHEAT DRIVENORTH PARK WYNDHAM PROJECT SITE SEE SITE CONSTRUCTION DRAWINGS FOR SITE GRADING PLANPROPERTY LINE, TYP.WHEAT DRIVECONTRACTOR TO REGRADE AND COMPACT EXISTING MATERIAL TO MATCH PROPOSED ASPHALT CROSS SLOPE, PROTECT REMAINING GRAVEL ROAD IN PLACE. NOTES: 1.CONTRACTOR TO VERIFY EXISTING CONDITIONS/ELEVATIONS PRIOR TO COMMENCEMENT OF WORK. 2.CONTRACTOR TO DISPOSE OF ALL MATERIALS OFFSITE AND IN ACCORDANCE WITH ALL GOVERNING AGENCIES REQUIREMENTS. MATERIAL UNDER ASPHALT, CONCRETE AND TOPSOIL CAN BE USED IN AREAS THAT REQUIRE EMBANKMENT. 3.SITE IS TO BE CLEARED AND GRUBBED, AND SITE SOILS TO BE PREPARED PER GEOTECHNICAL RECOMMENDATIONS OF ADJACENT HOTEL SITE TO THE NORTH. 4.CONTRACTOR TO ENSURE ADA COMPLIANCE OF SIDEWALKS, 2% MAX CROSS SLOPE AND 5% MAX RUNNING SLOPE. SEE SHEET 5 FOR ROADWAY GRADING. REFERENCE ROADWAY TYPICAL SECTION FOR ADDITIONAL CURB AND GUTTER GRADING SEE SHEET 7 FOR STORMWATER PLAN & PROFILE. DITCH LINE TO BE CONSTRUCTED WITH EVEN SLOPES ON NORTH AND SOUTH SIDE OF THE SWALE ADS INLET - RIM 4727.68 EXISTING CONTOUR, TYP. PROPOSED CONTOUR, TYP. CONTRACTOR TO APPLY NATIVE SEED MIX OVER ALL NATIVE AND DISTURBED SURFACES, TYP. CONTRACTOR TO COORDINATE WITH NWE TO REMOVE AND RELOCATE POWER POLES/ELECTRIC APPURTENANCES PER NWE STANDARDS DRIVEWAY APPROACH BY SITE PLAN CONTRACTOR. SEE SITE PLAN CONSTRUCTION DOCUMENTS. STREET TREES AND PLANTING BY SITE CONTRACTOR, SEE SITE PLAN CONSTRUCTION DOCUMENTS. CONTRACTOR TO GRADE THE TOP OF DITCH TO BE 3" BELOW TBC, TYP. DISTURBANCE & CUT/FILL LIMITS, TYP. = CUT AREA = FILL AREA BLACK = TIE TO EXISTING RED GREEN 6/5/2024 2024-013-IR North Park Wyndham 01 4/2/2025 ASI 02 - COORDINATION OF PERMITTED PLANS 4/2/2025 SHEET NO: CM6-11 RECORD DRAWINGS DATE OF RECORD DRAWINGS: 3/31/26 I approved the record drawings as presented. The minimal redlines from the Contractor indicate that the work was completed as shown and, based on my observations, were completed per project plans and specifications. These improvements were (are to be) commissioned on 6/30/2026. -Mike Russell, PE Revclouds only present for emphasis--were originally part of approved permitted drawings. Revclouds to not indicate changes to approved design. (typ). 4 7 2 7 4727 47264725 472547254726 4727 4728 4728 4727 472 8 4730 4726 4729 4729 4728 4728 4726 4728 4727 4726 4728 472710.00' WIDE UTILITY EASEMENT #1 X >>>>>>>>>>>>>>>>>>>>10+0011+00 12+00 13+00 13+93 & ENGINEERS PLANNERS SURVEYORS DESIGNER DRAWN CHECKED PROJ. NO. DATE SURVEYED DESCRIPTIONDATEREVISION SHEET OF 1/16/24 10:59 KYLE.DRUYVESTEIN F:\7348 NORTH PARK WYNDHAM HOTEL SITE PLAN\DRAWINGS\DWG\CIVIL\5 SHEET PRODUCTION\MANDEVILLE\EXHIBITS\STORMWATER REPORT\ATTACHMENT C.DWG;11 --- DJ&A, P.C. 1/16/2024 7348 MR BZ BZ ATTACHMENT C BOZEMAN, MT PROJECT ECHO MANDEVILLE LANE ROADWAY IMPROVEMENTS --- SCALE IN FEET 0 15 30 CONTOUR INTERVAL = 1' (PLOT SIZE = 22" x 34") N CP-2001 FUTURE EXISITNG NORTH PARK WYNDHAM HOTEL DEVELOPMENT. STORMWATER CAPTURED UNDER A SEPARATE STORMWATER SYSTEM CONSTRUCTION LIMITS, TYP. 6/5/2024 2024-013-IR North Park Wyndham MANDEVILLE LANE - CONSTRUCTION MANAGEMENT PLAN MANDEVILLE LANE - STAGING NEEDS TO BE FULLY CONTAINED ON NORTH PARK PROPERTY. MANDEVILLE LANE CONSTRUCTION WILL USE NORTH PARK WYNDHAM PROJECT FACILITIES SUCH AS PORTABLE RESTROOMS, JOB TRAILER, STAGING AREA, WASTE BINS, ETC. MANDEVILLE LANE CONSTRUCTION TO BE SEQUENCED TO HAVE ONE LANE ACCESS AT ALL TIMES FOR NEIGHBORING LOT TO THE WEST. THERE WILL BE AN EXCEPTION FOR INSTALLMENT OF THE STORMWATER LINE. CONTRACTOR TO COORDINATE ACCESS OF PRIVATE PROPERTY WITH OWNERS AS NECESSARY, IN ADVANCE OF THIS CLOSURE CONTRACTOR TO FOLLOW CITY OF BOZEMAN STANDARDS FOR ROAD CLOSURE TRAFFIC CONTROL SIGNAGE. WHEN TRENCHING AND INSTALLING STORMWATER INFRASTRUCTURE THE ROADWAY WILL BE COMPLETELY CLOSED. CONTRACTOR TO COORDINATE A SAFE AND ALTERNATIVE ROUTE THROUGH NORTH PARK SITE TO THE NORTH. CONTRACTOR TO FOLLOW CITY OF BOZEMAN STANDARDS FOR ROAD CLOSURE TRAFFIC CONTROL SIGNAGE. CONTRACTOR TO FOLLOW CITY OF BOZEMAN STANDARDS FOR SIDEWALK CLOSURE - PED CONTROL SIGNAGE. CONTRACTOR TO FOLLOW CITY OF BOZEMAN STANDARDS FOR SIDEWALK CLOSURE - PED CONTROL SIGNAGE. CONTRACTOR TO SUBMIT TRAFFIC CONTROL PLAN AT PRECONSTRUCTION CONFERENCE FOR APPROVAL AND PROCURE ANY NECESSARY CONSTRUCTION PERMITS FROM THE CITY OF BOZEMAN. 7 11 N NPSSROFE OI NOM AT A AL E EEN G INRMICHAEL T. RUSSELL No. 59647PE 01 4/2/2025 ASI 02 - COORDINATION OF PERMITTED PLANS 4/2/2025 13 SHEET NO: CM7-11 RECORD DRAWINGS DATE OF RECORD DRAWINGS: 3/31/26 I approved the record drawings as presented. The minimal redlines from the Contractor indicate that the work was completed as shown and, based on my observations, were completed per project plans and specifications. These improvements were (are to be) commissioned on 6/30/2026. -Mike Russell, PE & ENGINEERS PLANNERS SURVEYORS DESIGNER DRAWN CHECKED PROJ. NO. DATE SURVEYED DESCRIPTIONDATEREVISION SHEET OF 5/7/24 13:13 KYLE.DRUYVESTEIN F:\7348 NORTH PARK WYNDHAM HOTEL SITE PLAN\DRAWINGS\DWG\CIVIL\5 SHEET PRODUCTION\MANDEVILLE\09 - CIVIL CONSTRUCTION DETAILS.DWG;139 --- DJ&A, P.C. 3/19/2024 7348 MR BZ BZ CIVIL CONSTRUCTION DETAILS BOZEMAN, MT PROJECT ECHO MANDEVILLE LANE ROADWAY IMPROVEMENTS N NPSSROFE OI NOM AT A AL E EEN G INRMICHAEL T. RUSSELL No. 59647PE A 9 N.T.S CURB AND GUTTER B 9 N.T.S STORM DRAIN INLET NOTE: SD#2 TO HAVE OUTLET PIPE DRAINING TO ADS SYSTEM 6"4"4" THICK (TWO 2" LIFTS) ASPHALT CONCRETE PAVEMENT 95% COMPACTION 1.5-INCH MINUS CRUSHED BASE COURSE, 6" COMPACTED DEPTH, COMPACTED TO 95% PROCTOR DENSITY 18"6-INCH MINUS CRUSHED SUB-BASE, 18" COMPACTED DEPTH, COMPACTED TO 95% PROCTOR DENSITY WOVEN GEOTEXTILE SEPARATION FABRIC (MIRAFI HP570 OR EQUIVALENT) 3/4-INCH MINUS CRUSHED GRAVEL, UNIFORMLY GRADED 10" COMPACTED DEPTH, COMPACTED TO 95% PROCTOR DENSITY 18"6-INCH MINUS CRUSHED SUB-BASE, 18" COMPACTED DEPTH, COMPACTED TO 95% PROCTOR DENSITY WOVEN GEOTEXTILE SEPARATION FABRIC (MIRAFI HP570 OR EQUIVALENT)10"D 9 N.T.S GRAVEL ROADWAY SECTION C 9 N.T.S ASPHALT PAVEMENT SECTION 9" SUMP 6/5/2024 2024-013-IR North Park Wyndham 01 4/2/2025 ASI 02 - COORDINATION OF PERMITTED PLANS 4/2/2025 8 8 8 8 8 SHEET NO: CM8-11 RECORD DRAWINGS DATE OF RECORD DRAWINGS: 3/31/26 I approved the record drawings as presented. The minimal redlines from the Contractor indicate that the work was completed as shown and, based on my observations, were completed per project plans and specifications. These improvements were (are to be) commissioned on 6/30/2026. -Mike Russell, PE & ENGINEERS PLANNERS SURVEYORS DESIGNER DRAWN CHECKED PROJ. NO. DATE SURVEYED DESCRIPTIONDATEREVISION SHEET OF 5/7/24 13:13 KYLE.DRUYVESTEIN F:\7348 NORTH PARK WYNDHAM HOTEL SITE PLAN\DRAWINGS\DWG\CIVIL\5 SHEET PRODUCTION\MANDEVILLE\09 - CIVIL CONSTRUCTION DETAILS.DWG;1310 --- DJ&A, P.C. 3/19/2024 7348 MR BZ BZ CIVIL CONSTRUCTION DETAILS BOZEMAN, MT PROJECT ECHO MANDEVILLE LANE ROADWAY IMPROVEMENTS N NPSSROFE OI NOM AT A AL E EEN G INRMICHAEL T. RUSSELL No. 59647PE A 10 N.T.S SIDEWALK DETAIL B 10 N.T.S OBJECT MARKER TYPE 3 1.MINIMUM OF FOUR (4") INCHES (COMPACTED DEPTH) OF WASHED ROCK SHALL BE COMPACTED TO 95% PROCTOR DENSITY PER CITY OF BOZEMAN REQUIREMENTS. 2.CONTRACTION JOINTS SHALL BE SPACED SO AS TO FORM AS NEAR A SQUARE PANEL AS POSSIBLE, NO SINGLE PANEL SHALL EXCEED FIVE (5') FEET ON ANY SIDE. 3.CONTRACTION JOINTS SHALL BE A MINIMUM 1 INCH DEPTH. 4.EXPANSION JOINTS OF ONE-HALF (1/2") INCH THICK MASTIC MATERIAL SHALL BE PLACED AT THE FOLLOWING LOCATIONS: 4.1.EVERY FIFTY (25') FEET OF UNINTERRUPTED SIDEWALK. 4.2.GRADE BREAKS. 4.3.ALONG BUILDING & SIDEWALK INTERFACE. 6. NO SIDEWALK SHALL BE POURED WITHOUT AN INSPECTION AND APPROVAL OF FORM PLACEMENT BY THE CITY ENGINEER'S OFFICE. SIDEWALK PANELS SHALL BE AS SQUARE AS POSSIBLE SEE SHEET 5 4"6x6 - W1.4xW1.4 WELDED WIRE FABRIC (WWF) REINFORCING AT CONCRETE MID-DEPTH CONCRETE SIDEWALK SUBGRADE (COMPACT TOP 4" TO 95% OF PROCTOR DENSITY PER CITY OF BOZEMAN REQUIREMENTS. WASHED ROCK (4" COMPACTED DEPTH, COMPACT TO 95% OF PROCTOR DENSITY PER CITY OF BOZEMAN REQUIREMENTS.SEESHEET 5EXPANSION JOINT, SEE NOTES CONTRACTION JOINT, SEE NOTES OBJECT MARKERS: USE 12"X 36" TYPE 3 OBJECT MARKERS COLORED YELLOW AND BLACK. USE MATERIAL MEETING MUTCD OM-3L OR OM-3R SPECIFICATIONS. FASTEN TO POST W/ (2) 1/4" Ø MACHINE BOLTS W/ WASHERS. FIELD DRILL BOLT HOLES. INSTALL POSTS SUCH THAT THE INSIDE EDGE OF THE REFLECTORIZED PANEL IS ON LINE WITH THE INSIDE EDGE OF THE CURB.3'-0"12"3'-0"9'-0"2"2' Max. WARNING SIGNS AND MARKERS CURB 4X4 ROUGH SAWN WOOD POST C 10 N.T.S CURB CUT/VALLEY GUTTER DETAIL MINIMUM OF SIX (6") INCHES OF AGGREGATE BASE SHALL BE COMPACTED TO 95% PROCTOR DENSITY. 1.75' - 2'4"6"1" TYP. 1.75' WIDE CURB CUT 2'6'BACK OF CURB1.5'BACK OF CURB 6/5/2024 2024-013-IR North Park Wyndham 01 4/2/2025 ASI 02 - COORDINATION OF PERMITTED PLANS 4/2/2025 9 9 9 9 SHEET NO: CM9-11 RECORD DRAWINGS & ENGINEERS PLANNERS SURVEYORS DESIGNER DRAWN CHECKED PROJ. NO. DATE SURVEYED DESCRIPTIONDATEREVISION SHEET OF 3/20/24 10:35 KYLE.DRUYVESTEIN F:\7348 NORTH PARK WYNDHAM HOTEL SITE PLAN\DRAWINGS\DWG\CIVIL\5 SHEET PRODUCTION\MANDEVILLE\09 - CIVIL CONSTRUCTION DETAILS.DWG;1110 --- DJ&A, P.C. 3/19/2024 7348 MR BZ BZ CIVIL CONSTRUCTION DETAILS BOZEMAN, MT PROJECT ECHO MANDEVILLE LANE ROADWAY IMPROVEMENTS N NPSSROFE OI NOM AT A AL E EEN G INRMICHAEL T. RUSSELL No. 59647PE A 9 N.T.S 35' ROADWAY TYPICAL SECTION VARIES SEE SITE PLAN 17.5'5'6.5' MIN.17.5' 6" THICK OF 1.5" MINUS BASE COURSE GRAVEL 95% COMPACTION2' 4" (TWO 2" LIFTS) OF ASPHALT CONCRETE PAVEMENT 95% COMPACTION 18" THICK OF 6" MINUS SUB-BASE COURSE GRAVEL 95% COMPACTION SEE GRADING PLAN FOR SLOPES BETWEEN SIDEWALK AND LANDSCAPE AREA GENERAL NOTES: 1)ROADWAY STATION 10+31 TO 10+70 WILL BE CONSTRUCTED TO MATCH THE EXISTING ROADWAY PATTERN AND TRANSITION TO THE CROWN AS SHOWN IN THE DETAIL ABOVE, SEE GRADING PLAN FOR APPROXIMATE SLOPES OF THIS ROADWAY SECTION. 6/5/2024 2024-013-IR North Park Wyndham 01 4/2/2025 ASI 02 - COORDINATION OF PERMITTED PLANS 4/2/2025 13 10 SHEET NO: CM10-11 RECORD DRAWINGS DATE OF RECORD DRAWINGS: 3/31/26 I approved the record drawings as presented. The minimal redlines from the Contractor indicate that the work was completed as shown and, based on my observations, were completed per project plans and specifications. These improvements were (are to be) commissioned on 6/30/2026. -Mike Russell, PE & ENGINEERS PLANNERS SURVEYORS DESIGNER DRAWN CHECKED PROJ. NO. DATE SURVEYED DESCRIPTIONDATEREVISION SHEET OF 3/20/24 10:35 KYLE.DRUYVESTEIN F:\7348 NORTH PARK WYNDHAM HOTEL SITE PLAN\DRAWINGS\DWG\CIVIL\5 SHEET PRODUCTION\MANDEVILLE\09 - CIVIL CONSTRUCTION DETAILS.DWG;1111 --- DJ&A, P.C. 3/19/2024 7348 MR BZ BZ CIVIL CONSTRUCTION DETAILS BOZEMAN, MT PROJECT ECHO MANDEVILLE LANE ROADWAY IMPROVEMENTS N NPSSROFE OI NOM AT A AL E EEN G INRMICHAEL T. RUSSELL No. 59647PE A 10 N.T.S ADS CHAMBER SYSTEM (OR APPROVED EQUIVALENT) DETAILS 6/5/2024 2024-013-IR North Park Wyndham 01 4/2/2025 ASI 02 - COORDINATION OF PERMITTED PLANS 4/2/2025 13 11 SHEET NO: CM11-11 RECORD DRAWINGS DATE OF RECORD DRAWINGS: 3/31/26 I approved the record drawings as presented. The minimal redlines from the Contractor indicate that the work was completed as shown and, based on my observations, were completed per project plans and specifications. These improvements were (are to be) commissioned on 6/30/2026. -Mike Russell, PE 4720 4730 4720 4730 1+00 1+75 -0.85%-0.94%EE E E G S G S G S G S G S G S G S G S G S G S G SEEEEEESWSWSWSWSWSW>>>>>>>>OHP OHP OHP OHP OHP OHP OHT OHT OHT OHT OHT OHT EW UGP UGP UGP FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO NG NG NG NG NG NG NG NG >>> > > > >EME47274727EW EW EW EW EW EW & ENGINEERS PLANNERS SURVEYORS DESIGNER DRAWN CHECKED PROJ. NO. DATE SURVEYED DESCRIPTIONDATEREVISION SHEET OF 5/7/24 13:14 KYLE.DRUYVESTEIN F:\7348 NORTH PARK WYNDHAM HOTEL SITE PLAN\DRAWINGS\DWG\CIVIL\5 SHEET PRODUCTION\MANDEVILLE\07 - STORM WATER PLAN AND PROFILE.DWG;135 --- DJ&A, P.C. 3/19/2024 7348 MR BZ BZ STORM WATER SYSTEM PLAN AND PROFILE BOZEMAN, MT PROJECT ECHO MANDEVILLE LANE ROADWAY IMPROVEMENTS --- PROFILE PLAN FINISHED GROUND AT CENTERLINE OF PIPE SCALE IN FEET 0 10 20 CONTOUR INTERVAL = 1' (PLOT SIZE = 22" x 34") EXISTING GROUND AT CENTERLINE OF PIPE NSD#1 - PRECAST BASIN MANDEVILLE LANE1.75' WIDE CURB CUT WITH 6' LENGTH OF VALLEY GUTTER, SEE CIVIL DETAILS PRECAST STORM WATER INLET (SD-1), SEE CIVIL DETAILS PROPERTY LINE, TYP. NORTH PARK WYNDHAM PROJECT SITE, SEE SEPARATE CONSTRUCTION DRAWINGSSTA 1+75.16 END PROPOSED STORM SEWER 12" Ø PVC SDR 35 STORMWATER LATERAL, TYP. EXISTING CONTOUR, TYP. ADS CHAMBER SYSTEM OR APPROVED EQUIVALENT, SEE CIVIL DETAILS 12" Ø PVC SDR STORM WATER PIPE MIN. 2' OF COVER FINISHED GROUND AT CENTERLINE OF PIPE FOR NORTH PARK SITE SD#2 - PRECAST BASIN ADS INLET PRECAST STORM WATER INLET (SD-2), SEE CIVIL DETAILSSTA 1+00 START PROPOSED STORM SEWER ADS INLET, SEE CIVIL DETAILS STA 1+40.09 TRENCH EXCAVATION WITH CLASS I BACKFILL, SEE CIVIL DETAILS 6/5/2024 2024-013-IR North Park Wyndham 01 4/2/2025 ASI 02 - COORDINATION OF PERMITTED PLANS 4/2/2025 12 SHEET NO: CM12-13 RECORD DRAWINGS DATE OF RECORD DRAWINGS: 3/31/26 I approved the record drawings as presented. The minimal redlines from the Contractor indicate that the work was completed as shown and, based on my observations, were completed per project plans and specifications. These improvements were (are to be) commissioned on 6/30/2026. -Mike Russell, PE & ENGINEERS PLANNERS SURVEYORS DESIGNER DRAWN CHECKED PROJ. NO. DATE SURVEYED DESCRIPTIONDATEREVISION SHEET OF 5/8/24 11:57 KYLE.DRUYVESTEIN F:\7348 NORTH PARK WYNDHAM HOTEL SITE PLAN\DRAWINGS\DWG\CIVIL\5 SHEET PRODUCTION\MANDEVILLE\09 - CIVIL CONSTRUCTION DETAILS.DWG;1313 --- DJ&A, P.C. 3/19/2024 7348 MR BZ BZ CIVIL CONSTRUCTION DETAILS BOZEMAN, MT PROJECT ECHO MANDEVILLE LANE ROADWAY IMPROVEMENTS N NPSSROFE OI NOM AT A AL E EEN G INRMICHAEL T. RUSSELL No. 59647PE A 13 N.T.S TRENCHING & BACKFILL DETAIL 6/5/2024 2024-013-IR North Park Wyndham 01 4/2/2025 ASI 02 - COORDINATION OF PERMITTED PLANS 4/2/2025 SHEET NO: CM13-13 RECORD DRAWINGS DATE OF RECORD DRAWINGS: 3/31/26 I approved the record drawings as presented. The minimal redlines from the Contractor indicate that the work was completed as shown and, based on my observations, were completed per project plans and specifications. These improvements were (are to be) commissioned on 6/30/2026. -Mike Russell, PE