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HomeMy WebLinkAboutHome 2 Suites HotelN 11THSAVE 7TH NAVE 19THNAVE27THNAVE15THNAVEINTERSTATE 90 191HUFFINE LN W LINCOLN ST W GARFIELD ST W COLLEGE ST W BABCOCK ST MAIN ST W COTTONWOOD RD S CHURCHAVE235 191 SWILLSONAVEBAXTER LN F R O N T A G E RD 7THAVENOAK STW 27TH AVENDURSTON RDDAVIS LNINTERSTATE 90 PROJECT LOCATIONHARPER-RDPUCKETTSPRINGHILLRDV A L L E Y R D C E N T E R E N AVEFERGUSON PROPOSED HOTEL 103 UNITS 103 PARKING STALLS HYDTV CO T P WV LOT 2A CORRECT AMENDED PLAT NO. 407C LOT 1A 4730 4728 47 2 9 4731 4732 4727 47294 7 2 9 4 7 2 8 47304735 4737 4735 4730 4727 4728 VERIFY SCALE THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! REGIONAL MAP - (Not to Scale) VICINITY MAP - (1" = 2000') SEAL IS VALID ONLY IF SIGNED IN INK BY THE ENGINEER NAMED SEAL: GENERAL SHEETS & DETAILS SHEET TITLE COVER SHEET SHEET INDEX APPROVED BY: MATTHEW E. EKSTROM PROJECT MANAGER COPYRIGHT © MORRISON-MAIERLE, INC. 2022 T H I S D O C U M E N T W A S P R E P A R E D B Y MORRISON-MAIERLE, INC. AND MAY CONTAIN CONFIDENTIAL AND/OR PRIVILEGED INFORMATION. MORRISON-MAIERLE, INC. RETAINS ALL COMMON LAW, STATUTORY, AND RESERVED RIGHTS INCLUDING THE COPYRIGHT THERETO. UNAUTHORIZED USE OF THIS DOCUMENT IS STRICTLY PROHIBITED AND MAY BE UNLAWFUL. PREPARED BY: ©COPYRIGHT MORRISON-MAIERLE, INC.,2022 2880 Technology Boulevard West ■ Bozeman, MT 59718 Phone: (406) 587-0721 Fax: (406) 922-6702 C000 PROJECT MAP - (1" = 40') E BAXTER LN SITE UTILITY SHEETS R Know what's below. before you dig.CallKnow what's below. before you dig.Call R engineerssurveyorsplannersscientists SITE GRADING SHEETS PRELIMINARY SITE GRADING & DRAINAGE PLANC600 THIS SITE HAS BEEN DESIGNED TO BE ACCESSIBLE TO INDIVIDUALS WITH DISABILITIES IN ACCORDANCE WITH THE AMERICANS WITH DISABILITIES ACT.SACCO DRIVELEGEND EXISTING ASPHALT SURFACE EXISTING CONCRETE SURFACE PROPOSED ASPHALT PAVEMENT SURFACE PROPOSED CONCRETE SURFACE BOZEMAN GALLATIN PLENTYWOOD SHERIDAN SCOBEY DANIELS WOLF POINT ROOSEVELT SIDNEY RICHLAND GLENDIVE DAWSON WIBAUX WIBAUX BAKER FALLON EKALAKA CARTERBROADUS POWDER RIVER MILES CITY CUSTER TERRY PRAIRIE CIRCLE MCCONE GLASGOW VALLEY JORDAN GARFIELD FORSYTH ROSEBUD HYSHAM TREASURE HARDIN BIG HORN RED LODGE CARBON COLUMBUS STILLWATER BILLINGS YELLOWSTONE ROUNDUP MUSSELSHELL RYEGATE GOLDEN VALLEY WINNETT PETROLEUM LEWISTOWN FERGUS MALTA PHILLIPS CHINOOK BLAINE HAVRE HILL FORTH BENTON CHOUTEAU CHESTER LIBERTY STANFORD JUDITH BASIN GREAT FALLS CASCADE HARLOWTON WHEATLAND WHITE SULPHUR SPRINGS MEAGHER TOWNSEND BROAD- WATER BIG TIMBER SWEETGRASS LIVINGSTON PARK VIRGINIA CITY MADISON DILLON BEAVERHEAD BUTTE SILVER ANACONDA DEER BOW LODGE BOULDER JEFFERSON HELENA LEWIS AND CLARK DEER LODGE POWELL PHILIPSBURG GRANITE HAMILTON RAVALLI MISSOULA MISSOULA SUPERIOR MINERAL THOMPSON FALLS SANDERS POLSON LAKE CHOTEAU TETON CONRAD PONDERA SHELBY TOOLE CUT BANK GLACIER KALISPELL FLATHEADLIBBY LINCOLN PROJECT SITE VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 2022COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTION NO. BY N:\2605\028 - HOME 2\ACAD\SHEETS\2605028-C001-COVER INF.DWG PLOTTED BY:CELINE SAUCIER ON Aug/02/2022 REVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: 2880 Technology Boulevard West Bozeman, MT 59718 406.587.0721 www.m-m.net engineers surveyors planners scientists MorrisonMaierle HOME 2 - HOTEL 2605.028 MONTANA COVER SHEET C000 CMS CMS MEE 1/21/2020 #TEE 6/24/2019 BOZEMAN REVISION DATE C401 FIRE SERVICE AND DOMESTIC WATER SERVICE BOZEMAN - GALLATIN COUNTY, MONTANA HOME 2 - HOTEL AUGUST 2022 PROJECT NO.: 2605.028 CONSTRUCTION DRAWINGS 8-2-2022PROF ESSIONAL E N G INEERM O N T AN A LICEN S E D C402 WATER MAIN PLAN AND PROFILE 1' MIN TO 2' MAX ABOVE FINISHED FLOOR FLANGE TO BE THREADED ON STANDPIPE, MJ TO FLANGE ADAPTERS NOT ACCEPTABLE (TYPICAL FOR ALL RISER CONFIGURATIONS) 3/4" MIN. REDI ROD, INSTALLED IN EVERY OTHER AVAILABLE MJ BOLT HOLES (TYP) - 5/8" RODS ACCEPTABLE FOR 4" LINES FLOOR 4" OR LARGER CLASS 51 DUCTILE IRON PIPE (TYP) MECHANICAL JOINTMAIN TAPPING TEE & VALVE, OR INSTALL VALVE AT PROPERTY LINE (TYPICAL FOR ALL RISER CONFIGURATIONS) THRUST BLOCK 90° BEND WITH THRUST BLOCK FLANGED OS&Y VALVE 1' MIN TO 2' MAX ABOVE FINISHED FLOOR FLANGED OS&Y VALVE PROVIDE FLEXIBLE, WATER-TIGHT CONNECTION FOR ALL WALL OR FLOOR PIPE PENETRATIONS. MECHANICAL JOINT 90° BEND WITH THRUST BLOCK FLOOR FLANGED OS&Y VALVE 1' MIN TO 2' MAX 2' MIN TO 3' MAX CLEARANCE ABOVE FINISHED FLOOR COATED STEEL WALL PLATE, 5/16" MINIMUM THICKNESS CITY OF BOZEMAN REQUIREMENTS FOR INSTALLATION OF DOUBLE CHECK VALVE ASSEMBLY 1. THE FIRST FITTING INSIDE OF THE BUILDING SHALL BE A UL LISTED FLANGED KENNEDY OR MUELLER OS&Y VALVE THE SAME SIZE AS THE FIRE SERVICE LINE. 2. ALL DOUBLE CHECK VALVE ASSEMBLIES SHALL BE: A. UL OR FM LISTED. B. APPROVED BY THE UNIVERSITY OF SOUTHERN CALIFORNIA FOUNDATION FOR CROSS CONNECTION CONTROL AND HYDRAULIC RESEARCH (USCFCCCHR) FOR OPERATION IN THE PROPOSED POSITION (VERTICAL OR HORIZONTAL) AS SHOWN ON APPROVED PLANS. C. INSTALLED AS SHOWN ON THE APPROVED PLANS. 3. A FLOW DETECTION DEVICE SHALL BE INSTALLED IMMEDIATELY FOLLOWING THE DOUBLE CHECK VALVE ASSEMBLY (ALARM CHECK VALVE, FLOW SENSOR/ALARM, METER, ETC.) AS SHOWN ON THE APPROVED PLANS. PADDLE-TYPE FLOW ALARMS NOT PERMITTED ON DRY SYSTEMS. 4. A DOUBLE DETECTOR CHECK VALVE ASSEMBLY MAY BE USED WITH A STANDARD CITY OF BOZEMAN METER. THE METER LOOP OF THE DOUBLE DETECTOR ASSEMBLY SHALL HAVE A DOUBLE CHECK VALVE ASSEMBLY INSTALLED WHICH MEETS THE SAME INSTALLATION CRITERIA SPECIFIED ABOVE IN REQUIREMENT NUMBER TWO. 5. HORIZONTAL INSTALLATIONS MUST BE A MINIMUM OF TWO FEET (2') ABOVE THE FINISHED FLOOR. 6. THE FIRE SERVICE RISER MUST BE A MINIMUM OF TWO FEET (2') FROM ANY OUTSIDE WALL. 7. THE INCOMING FIRE SERVICE LINE SHALL BE A MINIMUM OF 6.5' AND A MAXIMUM OF 7.5' BELOW THE FINISHED GRADE. 8. ALL FIRE SERVICE LINE APPURTENANCES SHALL HAVE A MINIMUM PRESSURE RATING OF 175 PSI. 9. ALL FIRE SERVICE LINES FOUR INCHES (4") AND LARGER SHALL BE CLASS 51 DUCTILE IRON PIPE. 10. LINE SIZING: THE DOUBLE CHECK VALVE ASSEMBLY SHALL BE EQUAL IN SIZE TO BOTH THE INCOMING PIPE DIAMETER (UPSTREAM) AND OUTGOING PIPE DIAMETER (DOWNSTREAM). DOUBLE CHECK VALVE (MIN. REQUIREMENT) AS INDICATED ON APPROVED PLAN(S) NO PRESSURE GAUGES OR PRESSURE GAUGE FITTINGS WILL BE ALLOWED ON THE TEST PORTS OF ANY BACKFLOW PREVENTION ASSEMBLY. ONLY FITTINGS ALLOWED BETWEEN FIRST OS&Y VALVE AND BACKFLOW ASSEMBLY TO BE 90° BEND DOUBLE CHECK VALVE (MIN. REQUIREMENT) AS INDICATED ON APPROVED PLAN(S) DOUBLE CHECK VALVE (MIN. REQUIREMENT) AS INDICATED ON APPROVED PLAN(S) 10'-0" MAX* MECHANICAL JOINTOUTSIDE WALL*PER NFPA-24 FIG A.10.6.3.1 WALLSD SDSD SD SD SD SDSD SD SDW W W W W W W WFIRE FIREFIRE FIREFIREWS WS WS WSGGGWS0+00 0+25 0+50 0+66 4720 4725 4730 4735 4720 4725 4730 4735 MIN 6.5' COVER (TYP.)FG-4730.29EG-4728.820+00 FG-4731.09EG-4728.630+20 FG-4731.59EG-4728.570+40 FG-4732.00EG-4728.420+60 FG-EG-4728.380+66 STA 0+07.35 8" GATE VALVE INV= 4722.85 STA 0+58.00 45 DEG BEND INV= 4722.85 STA 0+39.09 45 DEG BEND INV= 4722.85 TV CO T DD P P OHPOHP OHPWV P TV LOT 2A CORRECT AMENDED PLAT NO. 407C LOT 1A WV WV DY HWV WV DYH WV W W W W WWWV DYH W W W W W W W W W W W W W4730 4728 47 2 9 4731 4732 4727 47294 7 2 9 4 7 2 8 4 730 4731 47324729 4730 47304735 4737 4735 4730 4727 4728 SD SD SD SD SDWW W W W W W W W W W WG GSDSSHOME 2 HOTEL FIRE SERVICE LINE 1760 BAXTER LANE, S01, T02 S, R05 E, LOT 2A OF SACCOCCIA MINOR SUB #407C CITY OF BOZEMAN, GALLATIN COUNTY, MONTANA ZONED: B-2 CLASS I SYSTEM SYSTEM CLASSIFICATION: ACCORDING TO THE NFPA 24, A FLOW RATE OF 880 GALLONS PER MINUTE IS REQUIRED FOR FLUSHING OF A 6-INCH FIRE SERVICE LINE. THEREFORE, THE INSTALLING CONTRACTOR MUST PROVIDE AN ORIFICE SIZE OF AT LEAST 2 INCHES TO MEET THIS REQUIREMENT BASED ON THE CURRENT PARAMETERS OF THE SYSTEM. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING FLOW TEST DATA AND PREPARING HYDRAULIC CALCULATIONS. FLUSHING REQUIREMENTS: X X 6" FIRE SERVICE 4" DOMESTIC WATER SERVICE STATIONING FOLLOWS CENTERLINE OF PROPOSED FIRE SERVICE LINE. CENTERLINE OF 4" DOMESTIC WATER IS OFFSET 3.0' (CENTER TO CENTER) TO THE SOUTH OF THE FIRE SERVICE LINE. INSTALL BOTH UTILITIES IN THE SAME TRENCH. ITEM NO.DESCRIPTION ESTIMATED QUANTITY UNIT FIRE SERVICE QUANTITY SCHEDULE 103 6" CLASS 51 DIP AWWA C151 FIRE SERVICE101 55 LF 6" GATE VALVE 6" OS&Y FL x FL VALVE & ASSEMBLY ALL ESTIMATED QUANTITIES ARE APPROXIMATE AND ARE TO BE USED ONLY AS A BASIS FOR ESTIMATING THE PROBABLE COST OF THE WORK AND FOR THE PURPOSE OF COMPARING BIDS SUBMITTED FOR THE WORK. THE ACTUAL AMOUNT OF WORK DONE AND MATERIALS FURNISHED UNDER UNIT PRICE ITEMS MAY DIFFER FROM THE ESTIMATED QUANTITIES.104 EA 102 1 EA 1 EA NOT TO SCALE STANDARD FIRE SERVICE LINE INSTALLATION FOR CLASS I, II, & III SYSTEMS 02660-13 1. ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 6TH EDITION DATED APRIL 2010 (MPWSS); THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS; AND THE PROJECT SPECIFICATIONS. 2. A PRECONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION. NO MATERIAL CHANGES MAY BE MADE TO THIS PLAN WITHOUT THE APPROVAL OF THE CITY OF BOZEMAN WATER/SEWER SUPERINTENDENT. 3. ALL TEXT AND FEATURES SHOWN SHADED WERE EXISTING. 4. THE LOCATION, DEPTH, AND SIZE OF THE EXISTING UTILITIES SHOWN ON THESE PLANS IS APPROXIMATE. THE CONTRACTOR SHALL VERIFY THE EXISTENCE, LOCATION, DEPTH, AND SIZE OF THE UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO THE EXISTING FACILITIES DUE TO FAILURE TO LOCATE OR PROPERLY PROVIDE PROTECTION WHEN LOCATION IS KNOWN. 5. DIMENSIONS SHOWN FOR PIPE LENGTHS ARE MEASURED FROM CENTER-OF-JUNCTION TO CENTER-OF-JUNCTION FOR PAYMENT PURPOSES. 6. ALL WATER VALVES OWNED AND OPERATED BY THE CITY OF BOZEMAN SHALL BE OPERATED BY AUTHORIZED CITY OF BOZEMAN PERSONNEL ONLY. CONTRACTOR SHALL COORDINATE WITH THE CITY ENGINEER PRIOR TO CONNECTING TO EXISTING WATER LINES OWNED AND MAINTAINED BE THE CITY OF BOZEMAN. 7. WATER CONNECTIONS SHALL BE PERFORMED BY A LICENSED PLUMBER. 8. ALL VALVES SHALL BE INSTALLED WITH THRUST BLOCKING AND VALVE BOXES IN ACCORDANCE WITH THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS AND CITY OF BOZEMAN STANDARD DRAWING NO. 02660-3. 9. ALL FITTINGS REQUIRING THRUST BLOCKING, INCLUDING BENDS GREATER THAN ELEVEN AND ONE-QUARTER DEGREES (11.25°), TEES, AND PLUGS, SHALL BE INSTALLED IN CONFORMANCE WITH THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS AND CITY OF BOZEMAN STANDARD DRAWING NO. 02660-1. 10. IN LIEU OF CONCRETE THRUST BLOCKS, THRUST RESTRAINT MAY BE PROVIDED UTILIZING MEGALUG; UNI-FLANGE; MJ FIELD LOK SERIES DI; FIELD LOK 350 GASKETS FOR PUSH-ON JOINTS, MANUFACTURED BY US PIPE; SIGMA ONE LOK SERIES SLD, MANUFACTURED BY SIGMA CORPORATION; OR APPROVED EQUAL FOR ALL FITTINGS THAT REQUIRE THRUST RESTRAINT, EXCEPT FOR CUT-IN OR TAPPING TEES (FOR MAINS OR SERVICES) AND BENDS ON SERVICE LINES INSIDE BUILDING FOUNDATIONS, UNLESS SPECIFICALLY PROHIBITED BY THE CITY OF BOZEMAN. THE MECHANICAL RESTRAINTS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND AT ALL JOINTS AS SPECIFIED BY THE ENGINEER. 11. DETECTABLE WARNING TAPE SHALL BE INSTALLED, CENTERED OVER ALL WATER MAINS, SERVICE LINES, AND HYDRANT LEADS. TAPE SHALL BE INSTALLED A MINIMUM OF EIGHTEEN INCHES (18") AND MAXIMUM OF TWENTY-FOUR INCHES (24") BELOW FINISH GRADE. 12. THE SIX INCH (6") FIRE SERVICE LINE SHALL BE INSTALLED IN ACCORDANCE WITH THE CITY OF BOZEMAN FIRE SERVICE LINE STANDARDS. THIS PLAN IS FOR CONSTRUCTION OF THE SIX INCH (6") FIRE SERVICE LINE FROM THE EXISTING WATER MAIN TO THE OS&Y VALVE IN THE BUILDING. 13. THE FIRE SERVICE LINE SHALL BE INSTALLED, CHLORINATED, AND TESTED TO A MINIMUM OF 200 PSI BY A SINGLE CONTRACTOR. OWNER OR OWNER'S AUTHORIZED REPRESENTATIVE SHALL PROVIDE CONSTRUCTION OBSERVATION AND PREPARE THE RECORD DRAWINGS. CONTRACTOR SHALL FILL OUT AND SUBMIT "CONTRACTOR'S MATERIAL AND TEST CERTIFICATE FOR UNDERGROUND PIPING". 14. CONTRACTOR SHALL ADJUST ALL VALVE BOXES, CURB BOXES, AND MANHOLES TO FINAL GRADE UPON COMPLETION OF ALL CONSTRUCTION. ANY BOXES OR MANHOLES DAMAGED OR OTHERWISE DISTURBED BY THE CONTRACTOR OR SUBCONTRACTOR SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. THIS WORK WAS INCIDENTAL TO THE PROJECT. 15. IF CORROSIVE SOILS ARE FOUND ON SITE, CONTRACTOR TO USE V-BIO POLYETHLENE ENCASEMENT AROUND PIPE. FIRE SERVICE LINE TYPE A TRENCH BACKFILL TYPE 1 PIPE BEDDING STATION 0+00 TO 0+66.00 INSTALL ± 55 LF OF 6" CLASS 51 DIP AWWA C151 EXISTING GROUND SURFACE (TYP) PROPOSED FINISHED GROUND AT CENTERLINE OF FIRE SERVICE (TYP) STA 0+05.00 CONNECT TO EXISTING 8"X6" TEE INV: 4722.85 02660-13 - FOR OS&Y VALVE INSTALLATION SEE DETAIL STA: 0+59.46 90° VERT. BEND INV = 4722.85 FINISHED FLOOR ELEVATION = 4732.00 BOTTOM OF FLANGE ELEVATION = 4733.50 Know what's below. before you dig.Call R PROFILE SCALE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 2' 11x17 HORIZONTAL SCALE: 1" = 40' 11x17 VERTICAL SCALE: 1" = 4' 11x17 HORIZONTAL SCALE: 1" = 20' GRAPHIC SCALE 0 (IN FEET) 5 105 10 1 INCH = 10 FT STA 0+05.00 - 0.0' LT CONNECT TO EXISTING 8"X6" TEE NOTES BY SYMBOL: 6" FIRE SERVICE 1 4 1 NOTES BY SYMBOL: 4" DOMESTIC SERVICE 4 STA 0+00.00 - 3.0' RT CONNECT TO EXISTING 8"X4" TEE. STA 0+59.46 - 0.0' LT EXTERIOR BUILDING WALL SEE DETAIL 02660-13, THIS SHEET, FOR CONNECTION TO BUILDING 4 4 1 1 FIRE LINE SUBMITTAL 07.28.2022STA 0+39.09 - 0.0' LT INSTALL 45° HORIZONTAL BEND AND THRUST BLOCK2 STA 0+58.00 - 0.0' LT INSTALL 45° HORIZONTAL BEND AND THRUST BLOCK3 2 3 2 STA 0+40.34 - 3.74' RT INSTALL 45° HORIZONTAL BEND AND THRUST BLOCK 3 STA 0+43.81 - 3.74' RT INSTALL 45° HORIZONTAL BEND AND THRUST BLOCK 6" 45° BEND 2 MECHANICAL ROOM 3 2 STA 0+50.86 - 8.25' RT EXTERIOR BUILDING WALL 4" TO 3" REDUCER INSIDE MECH ROOM: 98" LAY LENGTH FOR 3" DOMESTIC SERVICE, SEE COB DETAIL NO. 0266-12A 32.42 11.96 12.72 7.00 GENERAL NOTES: OVERALL SITE PLAN MAP SCALE: 1" = 60' E BAXTER LN SIMMENTAL WAYSACCO DRIVEVERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 2022COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTION NO. BY N:\2605\028 - HOME 2\ACAD\SHEETS\2605028-C401-FIRE SERVICE.DWG PLOTTED BY:CELINE SAUCIER ON Sep/09/2022 REVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: 2880 Technology Boulevard West Bozeman, MT 59718 406.587.0721 www.m-m.net engineers surveyors planners scientists MorrisonMaierle HOME 2 - HOTEL 2605.028 MONTANA FIRE SERVICE AND DOMESTIC WATER SERVICE X C401 CMS CMS MEE 8-2-2022 BOZEMAN 15.33 TV CO T DD P PBFBFN2°57'04"E 223.34'N87°00'45"W 397.99' 20.00'20.00'OHP OHP OHPOHP OHPWV WV P LOT 1A CORRECT AMENDED PLAT NO. 407C EX SS EX SS EX SS EX SSEX SS EX SS EX SSWV DY HWV W W W WWW WWWBPBP BP BP BP BPBPBPBPBFBFBF BF BFBF BFBF BFWVDYH W W W W W W W W W W W W W W W W W W W W W W W W EX SS EX SS EX SS EX SS EX SS EX SS EX SS EX SS EX SS EX SS EX SS EX SS EX SS EX SS EX SS EX SS EX SS EX SS EX SSW4730 4728 4 7 2 9 4731 4732 47294 7 2 9 4 7 2 8 4730 4731 47324729 4730 47304735 4737 4735 4730 4727 4728 PROPOSED HOTEL 103 UNITS 103 PARKING STALLS SD SD SD SD SD SD SD SD SDSDSDWW W W W W W W W W W W W W W W W W W W W W W WFIREWSG G G G HYDSD SD SSSD SDSD8+71 0+000+250+50 0+75 1+00 1+25 1+50 1+75 2+00 2+25 2+50 2+75 3+00 3+25 3+50 3+75 4+00 4+25 4+50 4+75 5+00 5+25 5+50 5+75 6+00 6+25 6+50 6+757+007+25 7+50 7+75 8+00 8+25 8+5047 3 1 4732 473 0 4718 4720 4725 4730 4735 4740 4718 4720 4725 4730 4735 4740 FG-EG--0+10 FG-EG-4728.900+00 FG-EG-4728.760+20 FG-EG-4728.730+40 FG-EG-4728.790+60 FG-EG-4729.060+80 FG-EG-4729.211+00 FG-EG-4729.301+20 FG-EG-4729.241+40 FG-EG-4729.231+60 FG-EG-4729.411+80 FG-EG-4729.672+00 FG-EG-4729.922+20 FG-EG-4729.922+40 FG-EG-4729.972+60 FG-EG-4729.892+80 FG-EG-4729.883+00 FG-EG-4729.833+20 FG-EG-4729.953+40 FG-EG-4730.153+60 FG-4730.79EG-4730.253+80 FG-4730.42EG-4730.294+00 FG-4730.29EG-4730.104+20 FG-4730.66EG-4729.704+40 FG-4730.96EG-4729.384+60 FG-4730.90EG-4729.254+80 FG-4730.77EG-4729.145+00 FG-4730.68EG-4729.005+20 FG-4730.58EG-4729.005+40 FG-4730.49EG-4728.925+60 FG-4730.36EG-4728.805+80 FG-4730.33EG-4728.686+00 FG-4730.30EG-4728.766+20 FG-4730.14EG-4728.796+40 FG-4730.10EG-4728.666+60 FG-4729.88EG-4728.676+80 FG-4729.57EG-4728.807+00 FG-4729.62EG-4728.977+20 FG-4729.96EG-4729.167+40 FG-4730.37EG-4729.477+60 FG-4731.73EG-4729.697+80 FG-4731.93EG-4729.778+00 FG-EG-4730.058+20 FG-EG-4732.608+40 FG-EG-4736.598+60 FG-EG-8+75 STA 4+72.83 8" GATE VALVE INV= 4723.11 6.5' COVER MIN 1.5" SEPARATION MIN 1.5" SEPARATION STA 0+00.09 8" GATE VALVE INV= 4720.99 STA 0+41.38 8" 90 DEG BEND W/ THRUST BLOCK INV= 4721.09 STA 5+84.73 8"X6" TEE INV= 4722.85 STA 5+87.70 8"X4" TEE INV= 4722.85 STA 6+74.91 8" 90 DEG BEND W/ THRUST BLOCK INV= 4722.29 STA 8+37.45 45 DEG VERT BEND W/ THRUST BLOCK AND TIE RODS OR MECHANICAL JOINTS INV= 4723.05 STA 8+42.15 45 DEG VERT BEND W/ THRUST BLOCK AND TIE RODS OR MECHANICAL JOINTS INV= 4728.17 STA 8+44.24 10"X8" REDUCER W/ JOINT RESTRAINT OR THRUST BLOCKS INV= 4728.17 STA 8+46.24 CONNECT TO EXISTING 10" WATER MAIN STUB W/ 10" GATE VALVE. CONTRACTOR TO VERIFY PIPE INV ELEV. INV ≈ 4728.17 STA 4+67.83 8"X6" TEE INV= 4723.11 EXISTING GROUND SURFACE (TYP) PROPOSED FINISHED GROUND AT CENTERLINE OF WATER MAIN (TYP) STA 0+0.00 CONNECT TO EXISTING 8" WATER MAIN STUB CONTRACTOR TO VERIFY PIPE SIZE TOP E.L. ≈ 21.78 (A.B.) STA: 5+60.52 8" STORM CROSSING INV: 4727.49 STA: 6+96.47 8" STORM CROSSING INV: 4727.10 WATER MAIN LINE INSTALL 842 LF 8" CLASS 51 DUCTILE IRON WATER PIPE TYPE A TRENCH TYPE 1 BACKFILL HORIZ. SCALE IN FEET VERT. SCALE IN FEET 0 0 30 15 30 60 6 3 6 12 VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 2022COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATE DESCRIPTION NO. BY N:\2605\028 - HOME 2\ACAD\SHEETS\2605028-C402-WATER MAIN.DWG PLOTTED BY:CELINE SAUCIER ON Sep/26/2022 REVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: 2880 Technology Boulevard West Bozeman, MT 59718 406.587.0721 www.m-m.net engineers surveyors planners scientists MorrisonMaierle HOME 2 - HOTEL 2605.028 MONTANA WATER MAIN PLAN AND PROFILE X C402 CMS CMS MEE 8-2-2022 BOZEMAN CONSTRUCTION DRAWINGS 8-2-20221. ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 6TH EDITION DATED APRIL 2010 (MPWSS); THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS; AND THE PROJECT SPECIFICATIONS. 2. ALL WATER VALVES OWNED AND OPERATED BY THE CITY OF BOZEMAN SHALL BE OPERATED BY AUTHORIZED CITY OF BOZEMAN PERSONNEL ONLY. 3. THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 24-HOURS PRIOR TO BEGINNING ANY WORK 4. CONTRACTOR SHALL FIELD-VERIFY LINE AND GRADE OF EXISTING CONNECTIONS. 5. 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. 6. ASPHALT, CONCRETE CURB, AND SIDEWALK SHALL BE SAW CUT OR NEAT CUT AS APPROVED BY AGENCY AND/OR ENGINEER. 7. ALL TEXT AND FEATURES SHOWN SHADED ARE EXISTING. 8. THE LOCATION, DEPTH, AND SIZE OF THE EXISTING UTILITIES SHOWN ON THESE PLANS IS APPROXIMATE. THE CONTRACTOR SHALL VERIFY THE EXISTENCE, LOCATION, DEPTH, AND SIZE OF THE UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO THE EXISTING FACILITIES DUE TO FAILURE TO LOCATE OR PROPERLY PROVIDE PROTECTION WHEN LOCATION IS KNOWN. 9. SEWER AND WATER CONNECTIONS SHALL BE PERFORMED BY A LICENSED PLUMBER. 10. GENERAL CONTRACTOR TO COORDINATE DRY UTILITY AND IRRIGATION REQUIREMENTS. 11. GENERAL CONTRACTOR TO PLACE TRACER WIRE ALONG WATER MAIN FROM GATE VALVE TO GATE VALVE. 12. WATER MAIN TO BE PROTECTED USING V-BIO ENHANCED POLYETHYLENE ENCASEMENT. 13. VERTICAL ADJUSTMENTS SHALL BE MADE IN ACCORDANCE WITH CITY OF BOZEMAN MODIFICATIONS TO MPWSS DETAIL NO. 0266-11. GENERAL NOTES: HYDRANT ASSEMBLY 8.5' BURY DEPTH STA: 8+43.66 BLOWOFF VALVE COB STD. DETAIL 02660-7 2" RIGID INSULATION OVER PIPE WITH INADEQUATE COVER DEPENDING ON EX STUB INV. TVCOTPWVLOT 1ACORRECT AMENDEDPLAT NO. 407C4730472847294731473247274729472947284730473547374735473047274728>>>>>>>>>>>PROPOSED HOTEL103 UNITS103 PARKING STALLSSDSDSDSDSDSDSDSDS D SDSDSDSDSDSDSDS D S D S D S DSDWWWWWWWWWWWWWWWWWWWWWWWWWWWFIRE FIREFIREWSWSGGGGGGFIREHYD SSSSSSSSSSSDSDSDSDSD SD 4730.04730.04730.04730.04730.04730.0FFE = 32.0030.00' STORMWATEREASEMENT25.00' WIDE BUILDING &PARKING SETBACK5.00' WIDEBUILDING SETBACK8.00' WIDEPARKING SETBACK5.00' WIDEBUILDING SETBACK8.00' WIDEPARKING SETBACK10.00' WIDE BUILDING &PARKING SETBACK8.00' WIDEPARKING SETBACK5.00' WIDEBUILDING SETBACKS85°50'42"E 398.33'S85°50'42"E 398.05'N87°00'45"W 397.99'S2°56'25"W 162.68' S2°57'21"W 377.59'N87°02'06"W 796.17'31.9732.0031.6231.13-1.27%-1.17 % -1.78%-0.81% -1.24% -2.11%-2.19% -1.80% -2.80% -2. 2 8 % -2.19 %-2.02%-3. 7 3 %-2.34%-1.46%-1.61%32.0331.6431.5031.2331.2330.9130.7731.0431.5031.5031.5631.5331.7532.2232.0631.8331.8632.1532.2132.2432.1031.9231.6631.5731.2331.1030.7831.2531.42-1.03%31.3231.4931.5631.6031.72-1.42% -1.83% -2. 4 3 % -2. 2 9 % -1 . 2 7%31.5730.7630.6130.6930.9231.0030.5630.3230.3230.2529.4029.9529.7330.0031.6231.2131.2730.5030.1430.9330.5630.60-2.36%-2.74%-1.73%-6.05:1 -3.75:132.9232.3232.6032.3332.2132.2432.33-1 .30% -0. 8 5 %32.5032.50-4.00:1 -6.33% -11.73:1 -3.34%30.7130.7830.9632.1832.05-2. 3 8 %32.8532.9032.3232.3633.0031.6731.77EX 31.07EX 31.6031.0531.2730.7531.8930.9732.0031.4830.2331.2931.3732.0031.9731.75EX 28.96EX 28.98-1.85%-3.25%-1.93%31.5831.8631.6231.5631.3731.2731.1831.0730.8831.0231.05-1.53%31.6431.2431.3831.49-1 2 . 5 5 : 1-5.02:14730.04728.04728.04729.04729.04729.04731.0 4728.031.7531.9732.0031.7631.8829.7629.5429.5629.6931.3431.1731.3731.11EX 28.47-0.57%-0.56%-3.28%-2.93%31.0131.0132.0031.8531.8531.8831.9332.0031.6231.2531.56-1.80%-0.93%-1.50% -1.22%28.5929.92>>>>EX 28.40EX 28.43-5.52%-2.00%31.4831.1831.4631.4831.2512' ALL WEATHERACCESS DRIVE4726.04727.04728.04729.004728.014729.234729.134728.194728.004728.00472 7 . 0 SDSDKnow what'sbelow.before you dig.CallRGRAPHIC SCALE0(IN FEET)102010201 INCH = 20 FTTHIS SITE HAS BEEN DESIGNED TO BE ACCESSIBLE TOINDIVIDUALS WITH DISABILITIES IN ACCORDANCE WITHTHE AMERICANS WITH DISABILITIES ACT.LEGEND:SDPROPOSED STORM DRAINPROPOSED STORM INLETCHANNELIZED FLOW DIRECTIONGENERAL SHEET FLOW DIRECTION>EXISTING SWALECURB CUTGRADING AND DRAINAGE NOTES:1.ALL TIE-INS TO EXISTING ASPHALT, CONCRETE CURBS, AND SIDEWALKS SHALL BE SAW CUT ORNEAT CUT BY METHOD APPROVED BY THE ENGINEER. PROVIDE SMOOTH TRANSITIONS TO EXISTINGSURFACES.2.CITY OF BOZEMAN CATCH AND SPILL CURB SHALL BE INSTALLED PER DETAIL 1 ON SHEET C050.PROVIDE SMOOTH TRANSITIONS BETWEEN CATCH AND SPILL CURB.3.LANDSCAPE AREAS SHALL BE GRADED TO DRAIN AWAY FROM BUILDINGS.4.SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES HAVE BEEN INSTALLED.5.ALL GRADING AND DRAINAGE INFRASTRUCTURE INCLUDING BUT NOT LIMITED TO CURB RAMPS,CROSSWALKS, AND LANDINGS SHALL CONFORM TO ADA (AMERICANS WITH DISABILITIES ACT)REQUIREMENTS.6.LANDSCAPE PLAN PROVIDED BY OTHERS. SEE LANDSCAPE PLAN FOR LANDSCAPE INFORMATION.E. BAXTER LANESACCO DRIVE SDMH RIM: 29.9115" INV IN: 26.3015" INV OUT: 26.30'EXISTING WETLAND AREATO REMAIN UNDISTURBED83.2LF OF 15" PVC@0.6% SLOPERIM: 29.92INV IN: 26.80INV OUT: 26.80TBC: 30.22INV IN (6"): 27.94INV IN (15"): 27.19INV OUT (15"): 27.19TBC: 30.66INV IN: 27.42INV OUT: 27.42TBC: 31.18INV IN: 27.64INV OUT: 27.64TBC: 30.65INV OUT: 28.2064.5LF OF 15" PVC@ 0.6% SLOPE77.5LF OF 15" PVC@ 0.3% SLOPE31LF OF 12" PVC@ 0.7% SLOPE140.8LF OF 12" PVC@ 0.4% SLOPE19LF OF 12" RCP CULVERT@ 0.5% W/ FLARED ENDSINV IN: 26.95INV OUT: 26.8619LF OF 12" RCP CULVERT@ 0.5% W/ FLARED ENDSINV IN: 26.86INV OUT: 26.77TRENCH DRAINFOR POOLDOWNSPOUTSVERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2023COPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\2605\028 - HOME 2\ACAD\SHEETS\2605028-C600-PRELIM-GRADING-PLAN.DWG PLOTTED BY:CELINE SAUCIER ON Mar/22/2023REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Boulevard WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsMorrisonMaierleHOME 2 - HOTEL 2605.028MONTANAGRADING AND DRAINAGE PLANXC600CMSCMSMEE8-2-2022BOZEMAN CONSTRUCTION DRAWINGS 8-2-2022No. 49499CELINE MPROFESSIONALENG INEER MONTANALICENSEDSAUCIERNEW 15" INV OUT:26.00PRETREATMENT FOREBAYVOLUME: 4034 CFSLOPE: 3:1CONCRETE BOTTOM ELEV: 4726.00GRAVEL CHECK DAM5" ROOF DRAINSEE P1005" ROOF DRAINSEE P100TBC: 30.30INV OUT: 27.0212" INV OUT: 26.8621221222221REVISION 1 - PRECAST SUBMITTALS1CMS3/21/2023NEW 49.8 LF OF15" PVC @ 0.6%2REVISION 2 -CULVERT SIZE REVISIONSCMS3/22/2023