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HomeMy WebLinkAboutSpringhill Suites By Marriot - 2114 Boothill Ct PREPARED BY: CO YRIGHT©MORRISON•MAIERLE,INC. 2018 U S DOCUMENT WAS PREPARED BY SPRINGHILL SUITES BY MARRIOTT 0 Morrison RISON-MAIERLE,INC.AND MAY CONTAINFIDENTIAL ANDIOR PRIVILEGED INFORMATION.RISON-MAIERLE,INC.RETAINS ALL COMMON Maier e ,STATUTORY,AND RESERVED RIGHTSLUDING THE COPYRIGHT THERETO. z114 BOOT H1LL COVRT engineers surveyors planners scientists UTHORIZED USE OF THIS DOCUMENT IS 2880 Technology Boulevard West ■ 06)9226702Bozeman,MIT 59718 ICTLY PROHIBITED AND MAY BE UNLAWFUL. Phone:(4o6)587-072t Fax:(406)922-6702 COPYRIGHT O MORRISON-MAIERLE,INC.,2018 Bozeman, Montana Febuary 2018 PI ENTWODO •' sSCUFF, Y • f� HINOOK • _ " fOi IANX [MESIfP MAYRF C •. ' 1 nB1Y ®BMFLIY • MAMA I •KALISPELL • GLASGOW, WLF POINT I "WCDNRAD O -N EHOTEAIW" *FORTH GLITCH SIDNEY• L a I r IHOMPSON FALLS POLSO • I GAFAiEALLfM IOAOAN CIRCLE. Is s •BUPEAIO (UNTIVE• A SIANFOAO,• . rn Mlssxou" *LEAN W ISIOWN •'INNFIT RIIY WIBAUX GRAPHIC SCALE HELENA WHITE SULPHUR sPRwGs __ f— 80 30 0 30 60 (n • PNILIPSBUIG OfFR L00GE • ROUNDUP • •MNFS OIY IANEA,•, �I �A••N� • HAILOWION MYSMAA: FORSYTH • 0 p V FEES Z BO EP 1YIGME HAMILTON OWNSIN LgNOA ULD ��� _ 1 INCH(IN H=60 FT 1UTTr` BOZEMAN �•FXALARA • 0 11x17 HORIZONTAL SCALE,1'=120' HARDIN IIG IIMBl1 LIVINGS N Q VIAGINIA[Ilv (OLUMBUS IAOADUS,• ` CIRCE RED IDDG! PROJECT SITE - O _ . U • Know what's bCall elow you dig. w REGIONAL MAP - (Not to Scale) / THESE PRINTS M Y BE VERIFY SCALE �C I 1 REDUCED.LINE NE BE W MEASURES ONE NCH ' i, S rj�•y ON ORIGINAL DRAWING. �-� PROJECT MAP - (SIN = 60') MODIFY SCALE ACCORDINGLY' SHEET INDEX SHEET TITLE l a' GENERAL SHEETS&DETAILS d � � C000 COVER SHEET C010 GENERAL NOTES,LEGEND,&ABBREVIATIONS t 1 C030 WATER DETAILS f 1 Y. •. C040 SANITARY SEWER&STORM DRAIN DETAILS r'\ EXISTING SITE FEATURE SHEETS ( -y + C100 EXISTING SITE FEATURES&TOPOGRAPHY JJ SITE UTILITY SHEETS R ARM "�p. E C30 OVERALL SITE UTILITY PLAN ���j`� C310 WATER MAIN EXTENSION&NEW BOOT HILL COURT FIRE HYDRANT I C320 FIRE SERVICE LINE C321 FIRE SERVICE LINE DETAILS C330 SANITARY SEWER SERVICE&DRY UTILITIES PROPOSED H, t ^•� \ SITE �t �1.�. -.� SEAL Rr D,; APPROVED BY: / ;F"az47s69oieG r THOMAS EASTWOOD PROJECT MANAGER VICINITY MAP - (BAN = 1200') SEAL ISTHEVALI ENGINEER ONLY IF NAMED PROJECT NO.: 5305.003 IN INK BY THE ENGINEER NAMED GENEW L NOTES: GENERAL UTILITY NOTES:1. STANDAI DSYMBOLS AND,LINE TYPES ARE SHOWN IN THE LEGEND.SOME SYMBOLS OR LINE TYPES SHOWN MAY NOT BE SHOWN ON THE PUNS. 1. THE LOCATION OEM AND SIZE OF EXISTING UTILITIES BROWN ON THESE PUNS IS APPROXIMATE.THE CONTRACTOR SHALL FIELD VERIFY THE EXISTENCE,LOCATION,DEPTH,SIZE,LINE, LEGEND 2. IN GEREI AL.EXISTING STRUCTURES AND FACILITIES ARE NOTED AS*EXISTING'AND ARE SHOWN IN LIGHT LINE WEIGHTS OR AS SCREENED BACKGROUND.NEW STRUCTURES OR FACILITIES AND GRADE OF EXISTING UTILITY CONNECTIONS PRIOR TO CONSTRUCTION.THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO THE EXISTING FACILITIES DUE TO ARE SH IN HEAVY LINE WEIGHTS. FAILURE TO LOCATE OR PROVIDE PROPER PROTECTION WHEN LOCATION IS KNOWN. CONSTIF UICTION NOTES: 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. EXISTING FIRE HYDRANT SS SVC PROPOSED GRAVITY SAN SEWER SERVICE i. ALL IMP VEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS SIXTH EDITION DATED APRIL 2010(MPWSSI, 3. PRIOR TO SUBMITTING PIPING DRAWINGS FOR ANY NEW PIPE THAT IS TO CONNECT TO AN EXISTING PIPE OR STRUCTURE,THE CONTRACTOR SHALL EKE ETHEE%ISTINGPIPE OR EXISTING WATER VALVE -SS FM-SS FM- PROPOSED PRESSURIZED SAN SEWER SE THE CH)OF BOZEMAN MODIFICATIONS TO THE MPWSS,AND THE PROJECT SPECIFICATIONS. STRUCTURE TO VERIFY ITS EXACT LOCATION,SIZE.MATERIALS,INVERT ELEVATIONS,AND GRADE. I� EXISTING SANITARY SEWER MANHOLE WS WS PROPOSED DOMESTIC WATER SERVICE 2. CONTRA TOR SHALL COMPLY FROMWI HALL APPLICABLEDIVISION.DIVISION OF INDUSTRIAL REGULATIONS(OSHA)SAFETY STANDARD$.IFREOUESTED BY THE INSPECTOR,THE CONTRACTOR SHALL 4. THE CONTRACTOR SHALL NOTIFY THE MONTANA ONE CALL CENTER OR 0 01 5 51-8W FOR ONSITE UTILITY LOCATION.ALL KNOWN EXISTING UTILITIES SHALL BE MARKED BEFORE (SD) ® EXISTING STORM DRAIN FACILITIES -FIRE FIRE PROPOSED FIRE SERVICE PROVIDE PROOF OF A PERMIT FROM SAID DIVISION. DIGGING, 3. THE co'RACTOR'S OPERATIONS SHALL BE CONFINED WITHIN THE PROJECT LIMITS.MATERIALS AND EQUIPMENT SHALL BE STORED ON THE PROJECT SITE WHERE APPROVED BY THE 5 LATION. SITE TO BE ROUGH PRIOR TO INSTAL OF UTILITIES TO ASSURE 65 FEET(78 INCHES)OF MINIMUM COVER ON BURIED WATER PIPING OR DEEPER AS SPECIFIED.IF 6.5 FEET OF � EXISTING FIBER7TELEPHONE FACILITIES -UTIL UTIL PROPOSED UTILITY CONDUIT OWNER. 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 MINIMUM COVER CANNOT BEOBTAINED,INSULATION OF BURIED WATER PIPING MAY BE REQUIRED. ® ® ® Q CONTRA TOR AND THAT NO CLAIM SHALL BE MADE AGAINST THE OWNER By REASON OF ANY ACT OF AN EMPLOYEE OR TRESPASSER. 6. GENERAL CONTRACTOR SHALL HAVE APPROVAL OF ALL GOVERNING AGENCIES HAVING JURISDICTION OVER ANY UTILITY SYSTEM PRIOR TO INSTALLATION. `L1J EXISTING ELECTRICAL FACILITIES -IRRIG IRRIG- PROPOSED IRRIGATION SLEEVE 4. CONTRA TOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION,ANY DISCREPANCIES FOUND ARE TO BE BROUGHT TO THE ENGINEER'S ATTENTION PRIOR TO © EXISTING GAS FACILITIES EXISTING BUILDING ,OMMEN EMENT OR CONTINUATION OF CONSTRUCTION ACTIVITIES. 7, CONTRACTOR TO COORDINATE WITH CITY ENGINEER PRIOR TO CONNECTING TO EXISTING WATER LINES OWNED AND MAINTAINED BY THE CITY OF BOZEMAN. ® EXISTING WELL - EXISTING BUILDING ROOF 5 REFERE IE ALL SURVEY MONUMENTS.SECTION CORNERS,114 CORNERS,AND PROPERTY CORNERS PRIOR TO BEING DISTURBED BY CONSTRUCTION.ANY MONUMENTS AND CORNERS ALL WATER VALVES OWNED AND OPERATED BY THE CITY OF BOZEMM SHALL BE OPERATED BY CITY OF BOZEMAN PUBLIC WORKS DEPARTMENT PERSONNEL ONLY. DISTURBI O DURING CONSTRUCTION SHALL BE REPLACED BY A PROFESSIONAL LAND SURVEYOR El REGISTERED IN THE STATE OF MONTANA. - T --- EXISTING TRAFFIC SIGN - EXISTING CONCRETE 9, SEWER AND WATER CONNECTIONS SHALL BE PERFORMED By LICENSED PLUMBER. -----__------ EXISTING CMP CULVERT ------------ EXISTING CURB FACE APREC STRUCTION MEETING(AS REQUIRED)SHALL BEHELD WITH THE GENERAL CONTRACTOR,SITE SUBCONTRACTOR,CITY OF BOZEMAN,OWNER,AND MORRISON-MAIERLE,INC.PRIOR 10. GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR ALL TAP AND TIE�IN FEES REQUIRED,AS WELL AS THE COST OF UNOERGROUNO SERVICECONNECTIONS TO THE BUILDING. TOTHESR CONSTRUCTION.LNOTIFY EXISTING RCP CULVERT EXISTING CURB FLOWLINE Z AND THE CITY ANDAOR INSPECTOR17. ALL GRAVITY SANITARY SEWER PIPING SHALL BE SIR 35 PVC IN ACCORDANCE WITH ASTM D 3034.UNLESS OTHERWISE NOTED. ]. THE CON RACTCTIONNEDS DURING THE COURSE OF ULWORKHALL BE EERFORMED DURING48 NORMAIORL TORKINGHURS COMMENCING AND CONSUBJECT TO MEND 4HWRS LIT ADVANCE OF -ESD- EXISTING STORM MAIN SPECIFIC NSPECTION NEEDS DURING THE COURSE OF THE WORK.ALL WORK SHALL BE PERFORMED DURING NORMAL WORKING HOURS AND SUBJECT TO THE AVAILABILITY OF AN 12. FIRE SERVICE PIPE MATERIAL SHALL BE CLASS 5I DUCTILE IRON MEETING AMA CIST EXISTING TOP BACK OF CURB INI R AND APPROVED BV THE ENGINEER THE CONTRACTOR WILL BE BILLED FOR SAID INSPECTION SERVICES AS PROVIDED IN THE MOST RECENTLY ADOPTED FEES FOR SUCH 13. DOMESTIC WATER SERVICE PIPE MATERIAL SHALL BE CLASS 51 DUCTILE IRON MEETING AMA C151. -- --ES-- EXISTING SAN SEWER MAIN EXISTING PARKING STRIPE SERVICE 8. THE CON FACTOR SHALL PERFORM ALL CONSTRUCTION ACTIVITIES INA MANNER TO MINIMIZE INCONVENIENCE TO THE ADJACENT BUSINESSES. 74. DIMENSIONS SHOWN ARE TO CENTERLINE OF PIPE OR FITTING. --EBB-- EXISTING SAN SEWER SERVICE 9. THE CON FACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL PUBLIC AND PRIVATE PROPERTY INSOFAR AS IT MAY BE AFFECTED BY THESE OPERATIONS,ALL COSTS FOR PROTECTING, 15. THE PIPE GRADES SHOWN ARE CALCULATED FROM ACTUAL DISTANCES,EDGE-0FMMHOLE TO EDGE-0AN F-MHOLE FOR BOTH SANITARY SEWER AND STORM DRAIN AS APPLICABLE THE EXISTING FIBER OPTIC EXISTING GRAVEL EDGE EXISTING ASPHALT < REMOVN,AND RESTORING EXISTING IMPROVEMENTS SHALL BE BORNE SOLELY BY THE CONTRACTOR, DISPLAYED PIPE LINEAL FEET REFLECTS THE DISTANCE FROM CENTER,DFJMNHOLE TO CENTER{IF-MMHOLE ON ALL GRAVITY PIPING. --- . . 10. THE CON FACTOR SHALL AT ALL TIMES TAKE WHATEVER MEASURES ARE NECESSARY TO ASSURE THE PROPER CONTAINMENT AND DISPOSAL OF POLLUTANTS ON THE SIZE IN 16 LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION POINTS E E EXISTING UNDERGROUND POWER ------------ EXISTING SIDEWALK ACCORD NCE WITH ANY AND ALL APPLICABLE LOCAL,STATE,AND FEDERAL REGULATIONS. 17 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 T EXISTING UNDERGROUND TELEPHONE PROPOSED BUILDING Q 11. THECON FACTOR SHALL IMMEDIATELY CLEM UP ANY CONSTRUCTION MATERIALS INADVERTENTLY DEPOSITED ON EXISTING STREETS SIDEWALKS OR OTHER PUBLIC RIGHTS-OF-WAY AND SAME AS SHOWN FOR ADJACENT STRAIGHT RUN OF PIPE MAKE SUL E STREETS AND WALKWAYS ARE CLEANED AT THE END OF EACH WORKING DAY. 18. THRUST BLOCKS ARE NOT GENERALLY SHOWN ON THE DRAWINGS.ALL FIRINGS,INCLUDING BENDS EQUAL TO OR GREATER THAN TWENTY-TWO AND ONE-HALF DEGREES(22.5-).TEES,AND C O EXISTING UNDERGROUND CABLE PROPOSED CONCRETE C) 12 PLUGS,SHALLD BE THRUST BLOCKED IN CONFORMANCE WITH M ,CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS,OR MUST HAVE MECHANICALLY RESTRAINED JOINTS WHERE G' G' EXISTING GAS LINE - - PROPOSED CURB FLOWLINE O CONSTRU TION WORK ZONE TRAFFIC SIGNS SHALL BE FURNISHED.INSTALLED,ANDFMINTAINED IN ACCORDANCE WITH APPLICABLE REQUIREMENTS OF THE REGULATORY AGENCIES HAVING J RISDICTION.A TRAFFIC CONTROL PUN,PREPARED BY THE CONTRACTOR,MAYBE REQUIRED BY THE CITY OR STATE INDICATE ON MEPLMS. PWSS -CONSTRUCTION AHEAD,WARNING SIGNS ARE TO TO BE ONP EXISTING OVERHEAD POWER PROPOSED TOP BACK OF CURB U INSTALLS ALONG ADJACENT ROADS OR DRIVEWAYS.FLASHERS WITH CAUTION TAPE ARE TO BE INSTALLED WHERE ANY CONSTRUCTION ACTIVITY CROSSES A SIDEWALK OR PEDESTRIAN 19. ALL VALVES SHALL BE INSTALLED WITH THRUST BLOCKING AND VALVE BOXES IN ACCORDANCE WITH MPWSS AND CITY OF BOZEMAN STANDARDS. PATH 9N A CORDANCE WITH THE SPECIFICATIONS AND ANY OR ALL LOCAL REGULATIONS. -OHi OHi EXISTING OVERHEAD TELEPHONE PROPOSED PARKING STRIPE L/'�L/J 20, VALVE BOXES ME REQUIRED FOR ALL VALVES IN A BURIED SERVICE. I..F� 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. P P EXISTING PETROLEUM LINE PROPOSED ASPHALT 22. REFER TO BUILDING PUN FOR LOCATION OF SEWER,DOMESTIC,FIRE,ROOF DRAIN(AS APPLICABLE),AND IRRIGATION CONNECTIONS. 14. SURFACE OILS TEST PITWITHINT IN PROJECT LIMITSPROVIDED INTEGEOTENDORGANICSTIGATON MATTER BY BEST RIPPED DOWN DATEDJLYAND 2015 ORDER STRIPINWRDED AS EREREQIREDTOREOR EW---- EXISTING WATER MAIN ENGINES SOILACCUMU INFORMATION IS PROVIDEDMATTER THE BE PERFORMED NMI iED BY THE ENGINEER OR OWNE S AUTHORIZED WHERE STRIPPING TORELL BE Z3. GENERAL CONTRACTOR SHALL TRENCH FOR DRY UTILITIES(NATURAL GAS.POWER,CABLE,PHONE ETC.).DRY UTILITIES ARE TO BE INSTALLED AS NOTED IN AGREEMENT(S)WRH THE PROPOSED GRAVEL EDGE WEOVEDFOR THE SITE ATIONS OROR ORGANIC MATTER SHALLBY THE WHEN DETERMINED BY THE ENGINEER OR OWNER'S AUTHORIZED REPRESENTATIVE.STRIPPING SHALL BE UTILITY COMPANY OR COMPMIES. EWS EXISTING WATER SERVICE PROPOSED SIDEWALK REMOVED ROM THE SITE OR STOCKPILED AT LOCATION DESIGNATED BY THE OWNER, 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 PROPOSED SAN SEWER CLEANOUTS MANHOLES DAMAGED OR OTHERWISE DISTURBED BY THE CONTRACTOR OR ANY SUBCONTRACTOR SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR.THIS WORK SHALL BE GRAPHICAL SIDEWALK JOINT SURFACE E%POSED BY STRIPPING SHALL BE SCARIFIED TOA MINIMUM DEPTH OF EIGHTINCHES(B'),MOISTURE CONDITIONED TO THE PROPER MOISTURE CONTENT FOR •r COMPACT DN,AND,COMPACTED AS REQUIRED FOR COMPACTED FILL.RECOMPACTION SHALL BE APPROVED BY THE ENGINEER PRIOR TO PLACING FILL. INCIDENTAL TO THE PROJECT.SEPARATE PAYMENT WILL NOT BE MADE. PROPOSED STORM DRAIN INLET ------------ PROPOSED ASPHALT GRADE BREAK 16. NO STORE NG,PARKING.OR STORING OF CONSTRUCTION MATERIALS IN THE PUBLIC STREETS/ROADS,RIGHTSSFOF-WAY,OR ANY DRIVEWAY IS ALLOWED. • PROPOSED STORM DRAIN MANHOLE 4720 EXISTING MAJOR CONTOUR 17. THE CONT CTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL OR BETTER CONDITION THAN EXISTED PRIOR TO EXCAVATION AS DETERMINED BY AGENCY.OWNER.ANDIOR ENGINEER -SQ SD PROPOSED STORM DRAIN 4719.00 EXISTING MINOR CONTOUR 18. ASPHALT, O CONCRETE SHALL BE SAW CUT OR NEAT CUT AS APPROVED BY THE ENGINEER. RD RD PROPOSED ROOF DRAIN 4722 PROPOSED MAJOR CONTOUR 19. THE CONT ACTOR SHALL UTILIZE COMPACTION EQUIPMENT SUITABLE FOR THE SOIL TYPES AND SURFACE MATERIALS ENCOUNTERED ON THE PROJECT. -PERF----PER; PROPOSED PERFORATED DRAIN PIPE 4721.00 PROPOSED MINOR CONTOUR 20. SUBGRAD.SUB-BASE.BASE.AND SURFACE COURSE COMPACTION SHALL CONFORM TO ALL APPLICABLE SPECIFICATIONS NOTED IN THE MPWSS CITY OF BOZEMAN MODIFICATIONS TO THE MI DETAIL AND SECTION DESIGNATION MIMES BH DIOR THE GEOTECHNICAL INVESTIGATION BY TD&H ENGINEERING DATED JULY,2015(TD ENGINEERING JOB NO.B 1 5a59). 21. CONCRETE SHALL BE CLASS M-4000 UNLESS OTHERWISE SPECIFIED. - SECTION(LETTER)OR 22, CTERLOC DN JOINTS IFIEDSHALL MBE CONSTRUCTED BY SAWING OR SCORING.WHEN SCORING,ATOOL SHALL BE USED THAT WILL LEAVE CORNERS ROUNDED AND TO DESTROY AGGREGATE DETAIL(NUMERAL) ON DRAWING WHERE SECTION INRADE EL FOR SPECIFIED BYM DEPTH DESIGNATION OR DETAIL IS TAKEN: 23. GRADE SLOPES AFOM INDICATEDARKINGx'ON PLANS HALL BARE 41 MAX UNLESS PROJECT 07HER S DRAWING NUMBER 24. SIOESLOP$FROM DRIVE AND PARKING AREAS SHALL BE 4:I MAX UNLESS OTHERWISE SPECIFIED. XX WHERE SHOWN 25. CONTRACT R IS RESPONSIBLE FOR VERIFYING THAT THERE IS A CONSTRUCTION PERMIT APPROVED BY THE MONTANA DEPARTMENT OF ENVIRONMENTAL QUALITY(MDEOI OR LOCAL GOVERNIN AGENCY AS APPROPRIATE FOR THE CONTROL OF STORM WATER RUNOFF.IF MERE IS NOT AN APPROVED PERMIT THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ON DRAWING WHERE SECTION THE NIECE ARY APPROVALS FROM MOEOOR THE LOCAL GOVERNING AGENCY. OR DETAIL$$H OWN: PROJECT CONTACT LIST 11, CONTRAC R IS RESPONSIBLE FOR PROJECT DUST CONTROL DRAWING NUMBS DRAWING NUMBER(S) z7. ADDEssIB ROUTES SHALL HAVE AMAXIMDM RUNNING SLOPE OFS%. (OR SAME DR WHERE TAKEN ENTITY FIRM OR AGENCY ADDRESS CONTACT PHONE&EMAIL // POWER&GAS NORTHWESTERN ENERGY 121 EAST GRIFFIN CAMMY DOOLEY (406)539-2359 ABBREVIATIONS BOZEMAN,MT 59715 Cammy.Dooley@northwestern.com 2707 WEST MAIN STREET LANCE HOLJE TELEPHONE CENTURYLINK (406)585-2353 DN BANDON CSP CORRUGATED STEEL PIPE FLR FLOOR MH MANHOLE SEC SECTION BOZEMAN,MT 59718 William hofje@century!ink.com AC SPHALTIC CONCRETE,ALUMINUM CAP CTR CENTER FT FOOT,FEET MIN MINIMUM SPEC SPECIFICATION ADA MERICANS WITH DISABILITIES ACT Cu CUBIC FTG FOOTING MISC MISCELLANEOUS SO SQUARE BROADBAND CABLE N 59715 L STREET (406)58b1837 ADDL DDITIONAL CU FT,CIF CUBIC FEET GA GAGE,GAUGE SO FT,SF SQUAREFOOT CHARTER 511 WEST MEDENH N NORTH COMMUNICATIONS BOZEMAN,MT 59715 ANDY MOLENDA amolenda@cablevisbn.com DJAC ADJ BOVE FINISHED ADJUST CU IN CUBIC INCH GAL GALLON NE NORTHEAST SQ IN SQUARE INCH AFF BOVE FINISHED FLOOR CULV CULVERT GB GRADE BREAK NIC NOT IN CONTRACT STA STATION BROADBAND 144 QUAIL RUN ROAD (406)579-5224 ALT LTERNATE CU YD CUBIC YARD GFA GROSS FLOOR AREA NOM NOMINAL MONTANA OPTICOM BOZEMAN,MT 59718 TRENT FROST SS SANITARY SEWER FIBER OPTIC (frost@mt-optiwm.com APPROX PPROXIMATE D 8 L D&L FOUNDRY AND SUPPLY GND GROUND NITS NOT TO SCALE STD STANDARD ARCH RCHITECTURE,ARCHITECTURAL DBL DOUBLE GSP GALVANIZED STEEL PIPE NW NORTHWEST SVC SERVICE INTERSTATE 90 MONTANA DEPARTMENT 907 NORTH ROUSE AVENUE (406)5564700 ARCP RCHED REINFORCED CONCRETE PIPE DI DUCTILE IRON,DRAIN INLET GVL GRAVEL OC ON CENTER SW SIDEWALK,SOUTHWEST RIGHT-OF-WAY OF TRANSPORTATION BOZEMAN,MT 59715 KYLE DEMARS kdemam@mt.gov ASPH SPHALT DIA,0 DIAMETER HC HANDICAP OD OUTSIDE DIAMETER TB THRUST BLOCK AVG VERAGE DIM DIMENSION HDPE HIGH DENSITY POLYETHYLENE OHP OVERHEAD POWER TBC TOP BACK OF CURB BC UILDING CORNER DIR DIRECTION CITY CITY ER BOZEMAN 20 EAST OLIVE STREET RICK HIXSONNGINEE wn bozem80 HR HORIZONTAL PC POINT OF CURVE TEMP TEMPORARY,TEMPERATURE ENGINEERING ENGINEERING DIVISION BOZEMAN,MT 59715 (CITY ENGINEER) rhixson@bozeman.net BFF FLOW FINISHED FLOOR DTL DETAIL HP HIGH POINT PI POINT OF INTERSECTION TOC TOP OF CONCRETE BH OREHOLE DWG DRAWING HT HEIGHT PL PROPERTY LINE TRANS TRANSITION SLOG LIMING E EAST HWY HIGHWAY PRELIM PRELIMINARY TW TOP OF WALL CITY PLANNING CITY OF BOZEMAN 20 EAST OLIVE STREET (406)582-2260 BILK LOCK EA EACH,EDGE OF ASPHALT HYD HYDRANT PROP PROPERTY &ZONING PLANNING DEPARTMENT BOZEMAN,M TOM ROGERS T 59715 trogem@bozeman.net B TVP TYPICALM ENCHMARK EC EDGE OF CONCRETE ID INSIDE DIAMETER PT POINT,POINT OF TANGENCY UG UNDERGROUND BRG FARING EG EDGE OF GRAVEL,EXISTING GROUND IF INVERT ELEVATION PVC POLYVINYL CHLORIDE UTIL UTILITY WATER& CITY OF BOZEMAN 121 NORTH ROUSE AVENUE JOHN ALSTON (406)582-3200 BUN TTOM OF WALL EJIW EAST JORDAN IRON WORKS IN INCH PVMT PAVEMENT VERT VERTICAL SANITARY SEWER WATER&SEWER DIVISION BOZEMAN,MT 59715 (SUPERINTENDENT) lalston@ bozeman.net CHK HECK EL,ELEV ELEVATION INSUL INSULATE FACET ROAD APPROACH CULVERT END VOL VOLUME CI C AST IRON ELEC ELECTRIC,ELECTRICAL INT INTERIOR TERMINAL VPD VEHICLES PER DAY ENGINEER OF MORRISON-MAIERLE,INC. PO BOX 1113 2880 TECHNOLOGY BLVD W (q08)SB7-0721 CIPC AST IN-PLACE CONCRETE ENGR ENGINEER INV INVERT RI RAD RADIUS W WEST CONTENT BOZEMAN,MT 59771-1113 MATT EKSTROM makstmm@m-m.net CIRC R EP EDGE OF PAVEMENT LAT LATITUDE RC REINFORCED CONCRETE W/ WITH CL ENTER ENTERLINE EXC EXCAVATE LF LINEAR FEET RCP REINFORCED CONCRETE PIPE W/O WITHOUT 2880 TECHNOLOGY BLVD W CMP CORRUGATED METAL PIPE EX EXISTING LONG LONGITUDE,LONGITUDINAL RD ROAD,ROOF DRAIN ENVIRONMENTAL MORRISON-MAIERLE,INC. PO BOX 1113 CHRISTINE PEARCV (406)587-0721 CMU NCRETE MASONRY UNITS EXT EXTERIOR WL WATERLINE BOZEMAN,MT 59771-1113 cpearcy@m-mnet LT LEFT REF REFERENCE TER WATER CO EA FD FLOOR DRAIN LVL LEVEL READ REQUIRED COB TY OF WSEL WATER SURFACE ELEVATION PROJECT THE RICHARDSON 510 SOUTH 600 EAST OF BOZEMAN FDN FOUNDATION MATL MATERIAL RT RIGHT ROBERT HANSON 355-6868 WV WATER VALVE ARCHITECT DESIGN PARTNERSHIP,LLC SALT LAKE CITY,UT 84102 chaDanson@tMp.cam COMB C DIMBINATION FES FLARED END SECTION MAX MAXIMUM RNM RIGHT-OF-WAY XFMR TRANSFORMER ,CONIC C DINCRETE FET FLARED END TERMINAL MDT MONTANA DEPARTMENT OF S SOUTH VD YARD •CONK NNECT,CONNECTION FF FINISHED FLOOR TRANSPORTATION SAN SANITARY COORD ORDINATE FG FINISHED GRADE MECH MECHANICAL SCH SCHEDULE NOTE: CP C NTROL POINT FHYD FIRE HYDRANT MFD MANUFACTURED SO STORM DRAIN FOR ABBREVIATIONS NOT LISTED,CONTACT THE CPP C RRUGATED PLASTIC PIPE FL FLOWLINE MFR MANUFACTURER SE SOUTHEAST ENGINEER. K00W WhaP6 below. VERIFY SCALE! REVISIONS 11 Call before you dig. THESE PRINTS MAY BE NO. DESCRIPTION DATE BY ', bN 111 DRAWN BY: TEE PROJECT NUMBER REDUCED. NE IN W Morrison 2880Technolo BMd.w. = �, SPRINGHILL SUITES BY MARRIOTT MEASURES ONEWI ON 9Y KID.BY: 2114 BOOT HILL COURT SHEET NUMBER ORIGINAL DRAWIN ■■ Bozeman,MT 59718 HOM D �s APPR.BY: BOZEMAN MONTANA 2 M a i e r I e hone:(406)587-0721 IN .14769 P PE 2= DATE 03/18/2016 DRAWING NUMBER MODIFY SCALE ACCOR IrvGLv� FaX:(406)922-6702 v'rrF OZ/05/10/B - Q,A.REVIEW GENERAL NOTES,LEGEND,&ABBREVIATIONS Colo engineers surveyors planners scientists y 10ENSEV�02= BY: l' N:15305\003VACAD\R cord Drawings\5305003_C010_General-Notes+Legend+Abbreviations.dwg Plotted by chip nielBen on Feb/6/2018 COPYRIGHT MoftalssoN-MAIERLE INC;2 11j1HtL N'41 �` DATE: 8'-0'(MAX) T-0-(MIN) , TO BACK OF CURB , INSTALL PLUMB WITH NEW HYDRANT TO BE PUMPER NOZZLE MUELLER SUPER CENTURION 250 FACING STREET OR WATEROUS PACER Know what's below. MINIMUM 4'-0'CLEAR ALL AROUND (TREES,HEDGES,BUSHES,ETC.) 8 before you dig. REBAR o O o ANCHOR O ADJUSTABLE SCREW METER SIZED SAME BACKFLOW PREVENTION ASSEMBLY Z ELEVATIONS AS SHOWN TYPE VALVE BOX AS INCOMING LINE, REQUIRED BACKFLOW PREVENTION > CONCRETE ON PLANS OR 0.2'ABOVE DEVICE TO BE DETERMINED BY �C• WITH LID NO PRESSURE GAUGES OR NO EXCEPTIONS ANCHORS C. TOP OF CURB GRADE WATER SUPERINTENDENT Q PRESSURE GAUGE FITTINGS GROUND WILL BE ALLOWED ON THE TEST LINE PORTS OF ANY BACKFLOW 6' PREVENTION ASSEMBLY. FLANGED * FLANGE TO BE THREADED ON STANDPIPE, 'DIAMETERS OF SA MINIMUM OF OTRAIGHTI RUN OS&Y MJ TO FLANGE ADAPTERS NOT ACCEPTABLE PIPE IS REQUIRED UPSTREAM 0N VALVE (TYPICAL FOR ALL RISER CONFIGURATIONS) AND DOWNSTREAM OF THE 0. 'B' 'A' V OR LARGER CLASS 51 1'MIN TO T MAX METER I STRAINER ASSEMBLY O UNDISTURBED DUCTILE IRON PIPE(TYP) ABOVE FINISHED FLOOR FLOOR NOTE:COAT ROADS WITH"KOPPERS"BITUMASTIC NO.50 COATING OR EQUAL. EARTH -- — LIJ MINIMUM OF 6.5'COVER — MECHANICAL 3/4"MIN.REDI ROD,INSTALLED IN EVERY OTHER LL AVAILABLE MJ BOLT HOLES(TYP)- THRUST BLOCK DIMENSIONS MAIN JOINT Sl8'RODS ACCEPTABLE FOR 4'LINES ANCHOR VALVE 100 PSI 150 PSI 200 PSI 250 PSI 300 PSI ROD SIZE SIZE A g C A B C A B C A 8 C A B C THRUST 90°BEND WITH THRUST BLOCK BLOCK 12' 6"88" 2'-0' 7-0' 2'-0" 2'-0' z'-o' 7-0• z'-0" 2'-0" 7-0' 2'-0" 2'4Y r-0' 7-0' 2'-0" 2'-7" 'CONCRETE 112" 10" 7-0' Z.0" Z-0" 2'-6- 7-6- Z-0" 2'-9" Z-6' Z- T-0- T-0• T-0- T-7" T-0" 3'-0" THRUST 12" 12" 2'-3' 2'-0' Z-0" Y-0" 3'•0' 7.8" T-5- T-0- Y-0" 4'•3' 3'-0' 3'-0' S'•1" T-0" 3'-0" BLOCK TO MAIN LINE 14" 2'-Y 2'-0' 2'-0" T-5" T-0- T-0' 4'-6" T-0- T-0- 4'-0" 4'-0- 4'o' 4'-9" 4'-0" 4'-0' TAPPINGTEE&VALVE,OR CITY OFBOZEMANREQUIREMENTS Eg 16" T-0" T-0" T-0" 4-4" T-O" T-0' 4'-l" 4'-0" 4'-0" 5'-1' 4'-0' 4'-0• 6'-1" 4'4 4'-0' INSTALL VALVE AT PROPERTY FOR INSTALLATION OF 18" S-5 3'-0" 3'-0" 5'-1' 4'-0' 4'-0" 6'd' 4'-0' 4'-0' S'9' S'-0' S'-0" LINE(TYPICAL FOR ALL BACKFLOW PREVENTIONASSEMBLY MINIMUM OF PROVIDE FLEXIBLE, RISER CONFIGURATIONS) 24" 4'4" 4'-0" 4'-0" 8'•5" 4'-0" 4'-0' 6'6' S'-0" 5'-0" 6'-5' 6'-0' 6'-0" T-8" 6'-0' V. 112 CUBIC YARD JOINT AS REQUIRED WATER-TIGHT CONNECTION 1. THE FIRST FITTING INSIDE OF THE BUILDING SHALL BE A UL NOTE:PRESSURES SHOWN ABOVE ARE MAXIMUM WORKING PRESSURES IN THE SYSTEM. WASHED GRAVEL FOR PIPE SPECIFIED FOR ALL WALL OR FLOOR LISTED FLANGED KENNEDY OR MUELLER OS&Y VALVE THE PIPE PENETRATIONS. SAME SIZE AS THE SERVICE LINE.COMBINATION STRAINER I METER IMMEDIATELY FOLLOWING OS&Y VALVE-METER THRUST BLOCKING AND ANCHORS ARE REQUIRED ON ALL 6"VALVES AND LARGER UNLESS SPECIFIED BY THE ENGINEER. MUST SET HORIZONTAL, MEGA-LUG OR APPROVED EQUAL JOINT RESTRAINTS MAY BE USED IN LIEU OF CONCRETE THRUST BLOCKS. FLANGED 2. ALL BACKFLOW PREVENTION ASSEMBLIES SHALL BE THRUST BLOCKS NOT REQUIRED ON TAPPING VALVES. OS&Y FLANGE JOINT NEW 6'AUXILIARY VALVE A. UL OR FM LISTED. GATE VALVE B. APPROVED BY THE UNIVERSITY OF SOUTHERN 02660-3 V MIN TO T MAX CALIFORNIA FOUNDATION FOR CROSS CONNECTION THRUST BLOCKING FOR WATER MAIN VALVES DETAIL MEGA-LUG OR APPROVED EQUAL JOINT RESTRAINTS MAY BE USED IN LIEU OF CONCRETE THRUST BLOCK ABOVE FINISHED FLOOR FLOOR CONTROL AND HYDRAULIC RESEARCH(USCFCCCHR) NOT TO SCALE FOR OPERATION IN THE PROPOSED POSITION(VERTICAL OR HORIZONTAL)AS SHOWN ON APPROVED PLANS. FIRE HYDRANT DETAIL 02660-4 C. INSTALLED AS SHOWN ON THE APPROVED PLANS. MECHANICAL 3. HORIZONTAL INSTALLATIONS MUST BE A MINIMUM OF TWO NOT TO SCALE JOINT 90'BEND WITH FEET(T)AND MAXIMUM OF THREE FEET(T)ABOVE THE UNDISTURBED THRUST BLOCK FINISHED FLOOR. EARTH(TYP) 4. THE SERVICE RISER MUST BE A MINIMUM OF TWO FEET IT) FROM ANY OUTSIDE WALL. CONCRETE THRUST 5. THE INCOMING SERVICE LINE SHALL BE A MINIMUM OF 6.5' BLOCK(TYP) AND A MAXIMUM OF 7.5'BELOW THE FINISHED GRADE. / MJ GLAND 6. ALL SERVICE LINE APPURTENANCES SHALL HAVE A MINIMUM MJ GLAND 1 O O PRESSURE RATING OF 175 PSI. Q BACKFLOW PRESSURE T ALL SERVICE LINES FOUR INCHES(4')AND LARGER SHALL BE �"BEND SPOOL-{METER& SPOOL PREVENTION REDUCING CLASS SI DUCTILE IRON PIPE. STRAINER ASSEMBLY VALVE 1'MIN TO Z MAX 8. LINE SIZING:THE BACKFLOW PREVENTION ASSEMBLY AND D.I.PIPE MJ TEE D.I.PIPE ® D.I.PIPE METER SHALL BE EQUAL IN SIZE TO BOTH THE INCOMING 1 O O o .O•• PIPE DIAMETER(UPSTREAM)AND OUTGOING PIPE DIAMETER OS&Y FLANGED (DOWNSTREAM).FOR EXAMPLE,A FOUR INCH(4')SERVICE OS&Y VALVE VALVE NO FITTINGS BETWEEN LINE SHALL HAVE A FOUR INCH(4')METER AND BACKFLOW MJ VALVE 2'MIN CLEAR METER AND BACKFLOW COATED STEELIMMI ' IN TO S MAX PREVENTION ASSEMBLY. TO OTHER WALL PLATE, INSTALL PREVENTION ASSEMBLY S116'MINIMUMEARANCE ABOVE 9. A MINIMUM OF FOUR(4)PIPE DIAMETERS OF STRAIGHT RUN MECHANICAL LINES SHED FLOOR VALVE THICKNESS PIPE IS REQUIRED UPSTREAM AND DOWNSTREAM OF THE MJ GLAND DJ. 3/4'MIN.CORROSION RESISTANT ALL THREAD WITH STEM METER/STRAINER ASSEMBLY, PIPE RESTRAINING ROD,CONFORMING TO ASTM A242-81, PARALLEL INSTALLED IN HALF THE AVAILABLE MECHANICAL JOINT TO WALL BOLT HOLES(TYP)WHERE NECESSARY,CLAMPING LUGS(ROMAC"DUCTILE LUG"OR EQUAL)DESIGNED PLAN VIEW TO FIT DUCTILEMAY RON USED I CONJUND CTIONCONFORMING WATER SERVICE LINE DETAIL-FOR SIZES 4"AND LARGER 02660-12 TO ASTM 536-80 MAY BE USED IN CONJUNCTION WITH THE RESTRAINING RODS. NOTES: NOT TO SCALE MJ VALVE 1. STANDPIPE FLANGE TO BE ONE FOOT(1')MINIMUM TO INTERIOR WALL AND TWO FOOT IT) MAXIMUM TO EXTERIOR WALL. 2. A MINIMUM OF FOUR(4)PIPE DIAMETERS OF STRAIGHT RUN PIPE IS REQUIRED UPSTREAM AND MJ GLAND DOWNSTREAM OF THE METER I STRAINER ASSEMBLY. D.I. 3, METER MUST BE INSTALLED HORIZONTAL.STRAINER IS REQUIRED. PIPE 4. BACKFLOW PREVENTION ASSEMBLIES MUST BE UL OR FM LISTED AND APPROVED BY USCFCCCHR. 5. ALL PIPE SHALL BE DUCTILE IRON UP TO PRESSURE REDUCING VALVE. TYPICAL RISER CONFIGURATION- TYPICAL VALVE 1 TEE RESTRAINT DETAIL 02660-10 4"AND LARGER DOMESTIC SERVICE 02660-12A NOT TO SCALE NOT TO SCALE VERIFY S ALP REVISIONS NO. DESCRIPTION DATE BY DRAWN BY: TEE PROJECT NUMBER THESE D.PRINT MAYBE SPRINGHILL SUITES BY MARRIOTT 5305.003 REDUCED.LN BELOWINCH o r r i s o n 2880Technology Blvd. W. = '� KD.BY: 2114 BOOT HILL COURT SHEET NUMBER MEASURES ON INCH ON ■. Bozeman,MT 59718 ^ ORIGINAL DR WING. THOM a'i APPR.BY: BOZEMAN M a i e r l e 0 W- DATE: 03/182016 MONTANA s Phone:(406)587-0721 No.14769 PE 2, DRAWING NUMBER MODIFY SCALE A ORDNGLYt Fax:(406)922-6702 �rryF 0/5/ZO/B O.A.REVIEW O O N:\5305\003U1C D\Record Drawin s15305003 C030 Water-Delails.dw Plotted b chi nielsen on Feb/6/2018 engineers Surveyors planners scientists rIIIIIIY rC NS E��` By_ WATER DETAILS 9 - - 9 y P COPYRIGHT®MORRISON-MNERLE.INC..201B I�t� A`."��� DATE: MATCH TOP OF EJIW 7030 SERIES CURB ELEVATION CURB INLET FRAME, GRATE,&CURB HOOD • 24"OPENING FLAT SLAB COVER NOTES: Knowwhat's below. 1. ALL JOINTS BETWEEN MANHOLE SECTIONS,ADJUSTING RINGS,MANHOLE Call before you dig. AS REQUIRED RING &TOP SECTION, AND AROUND PIPE INTO MANHOLE SHALL BE WATERTIGHT,JOINTING MATERIAL SHALL BE"RAM-NEK"OR APPROVED EQUAL FOR ALL JOINTS EXCEPT BETWEEN PIPE AND MANHOLE WALL. 2. ADJUSTING RINGS AND CASTING SHALL BE CENTERED ON MANHOLE. 3. REMOVE SHIMS AND GROUT ANY GAPS BETWEEN THE CASTING,ADJUSTING '^ MANHOLE STEPS AT RINGS,AND BARREL.REMOVE EXCESS GROUT. V J 16"ON CENTER 4. GROUT ALL LIFTING HOLES IN BARREL. r n 5. ALL LATERAL PIPES SHALL BE FINISHED FLUSH WITH INNER BARREL WALL. V _Z NOTE: AS REQUIRED USING Q RIABLE LENGTH SECTIONS VERIFY PLAN BURY DEPTH IN THE FIELD,INSURING EIGHTEEN INCHES(18')OF MINIMUM COVER Q CUTOUTS AS Q REQUIRED EXISTING TOP-BACK O OF CURB NEW TEE-WYE FITTING r, (AS REQUIRED)FOR - EXISTING FACE U CONNECTION TO ROOF OF CURB Uj I? DRAIN LATERAL LINE NEW FOUR INCH(4') STORM GARDEN LOW-RISE PRECAST OR POURED E,PLACE BASE. SCH.40 PVC ROOF DRAIN EXISTING CURB CONCRETE PLANTER WALL POURED-IN-PLACE BASE,MINIMUM CONCRETE LEADER @ il4"PER FOOT FLOWLINE THICKNESS BELOW PIPE IS EIGHT INCHES(8'). SLOPE(MIN)OR AS f—BOULEVARD SIDEWALK CONCRETE CHASE FROM PRECAST BASE,MINIMUM THICKNESS TO BE INDICATED PER PLAN EXISTING EDGE PLANTER TO SIDEWALK rL-r> VARIES•REFER TO PLAN SIX INCHES(6').POURED-IN-PLACE BASE TO OF PAVEMENT SOLID BOLTED EXTEND BEYOND OUTER EDGE OF MANHOLE WALL. NEW PVC PIPE AS COVER CONCRETE CHANNEL NOTED ON PLANS (M-4000 CONCRETE) Q±9.50%SLOPE(MIN) A B _ _ A �COMBINATION MANHOLE&INLET DETAIL LL ROOF DRAIN DOWNSPOUT CONNECTION MATCHCUEV-±47 3.31 NOT TO SCALE ELEV=±gn3.31 NOT TO SCALE EXPANSION B EJIW 695OZ1&6954A CHANNEL R WALLNE DROP CURB HEAD JOINTS TRENCH COVER& AT PLANTER WALL FRAME ASSEMBLY OR ELEV=t4723.47 FRAME AND COVER TO BE EITHER D&L A-1172 RING&A-1178 COVER, APPROVED EQUAL MANHOLE RING AND COVER EJIW 3771/3772 SERIES,OR APPROVED EQUAL.(COVERS SHALL REPLACE SIDEWALK AS NECESSARY SH)LL BE ADJUSTED TO GRADE BE STAMPED WITH THE WORDS"SANITARY SEWER'OR"STORM TO INSURE MAXIMUM CROSS SLOPE OF PAVEMENT SURFACE SEWER"AS APPROPRIATE AND HAVE TWO 1"PICK HOLES) OF 2,00%&MAXIMUM RUNNING SLOPE OF 12:1 ADJUSTABLE RINGS 4"MIN TO 12"MAX FLAT SLAB COVER 24"OR 21' OPENING NOTES: 1. ALL JOINTS BETWEEN MANHOLE SECTIONS,ADJUSTING RINGS,MANHOLE HEAVY DUTY MONUMENT BOX,SIMILAR RING &TOP SECTION, AND AROUND PIPE INTO MANHOLE SHALL BE 1/4"BELOW TOP OF TO CARD ENG.NO.50608-1 WATERTIGHT.JOINTING MATERIAL SHALL BE"RAWNEK"OR APPROVED NEW PAVEMENT SURFACEI EQUAL FOR ALL JOINTS EXCEPT BETWEEN PIPE AND MANHOLE WALL. PAVING&GRAVEL EJIW 6950Z1&6954A CONCRETE CHANNEL FROM TOP OF LOW-RISE SLOPE TOP OF CHANNEL f 2. ADJUSTING RINGS AND CASTING SHALL BE CENTERED ON MANHOLE. AS REQUIRED MATCH APRON TRENCH COVER& (M-4000 CONCRETE) STORM GARDEN PLANTER - 3. REMOVE SHIMS AND GROUT ANY GAPS BETWEEN THE CASTING,ADJUSTING TO SLOPE OF FRAME ASSEMBLY OR @±0.50%SLOPE(MIN) WALL TO TRENCH COVER MANHOLE STEPS AT RINGS,AND BARREL.REMOVE EXCESS GROUT. SEAL JOINT WITH RAM-NEK EXISTING GUTTER APPROVED EQUAL 16"ON CENTER 4. GROUT ALL LIFTING HOLES IN BARREL. 8"z 3'ROUND 5. ALL LATERAL PIPES SHALL BE FINISHED FLUSH WITH INNER BARREL WALL. CONCRETE SLAB SLIP HUB TO THREADED ADAPTER STORM GARDEN LOW-RISE FROST BOULEVARD SIDEWALK _CONCRETE CHASE FROM CONCRETE PLANTER WALL RADIUS OF EXPANSION THREADED PLUG CURB& PLANTER TO SIC [A REQUIRED USINGBLE LENGTH SECTIONS SLOPE SHELF NOTE:STORM DRAIN MANHOLES SHALL NOT HAVE EWALK MANHOLE SLEEVE GUTTER 6'(MIN)BASE V AT 1"PER FOOT FORMED CHANNELS AND CLEANOUT PIPE- COURSE4'0 PVC AS REQUIRED THE LOWEST PIPE INVERT a SHALL BE NINE INCHES IT) NON-SHRINK .. HIGHER THAN THE BOTTOM 4VSEND BACKFILL SECTION A-A CUTOUTS AS OF THE MANHOLE. _ - REQUIRED 3'-0' >•.: :' ' (MIN) - SIDEWALK 44' 4q" EXPANSION JOINT SECTION A-A `` r-32" +# (BOTH SIDES) END OF TRENCH 8"(MIN) SHELF:SLOPE AT 1"PER 6"(MIN) A FOOT TOWARDS CHANNEL ��. EJIW 695OZI&6954A SEE CHANNEL DETAIL '�. ,.`. VERIFY PIPE TRENCH COVER& 6"(MIN) e SIZE PER PLAN FRAME ASSEMBLY OR CHANNEL=1/2 DIAMETER OF PIPE DIMENSIONS APPROVED EQUAL 6'MIN PRECAST OR POURED-IN-PLACE BASE (MIN) -!• PHICKNE S BELOW BASE,MINIMUM CONCRETE 6' 7-0" 6- COURSE THICKNESS BELOW PIPE IS EIGHT INCHES(8'). NATIVE GROUND PRECAST BASE,MINIMUM THICKNESS TO BE A SIX INCHES(6").POURED-IN-PLACE BASE TO END OF LINE CLEANOUT EXTEND BEYOND OUTER EDGE OF MANHOLE WALL. (IF REQUIRED)USE PLUG SECTION B-B 132�STANDARD STRAIGHT MANHOLE DETAIL r4'�SANITARY SEWER&STORM DRAIN CLEANOUT DETAIL NOT TO SCALE CONCRETE STORM DRAINAGE OUTLET CHASE DETAIL NOT TO SCALE NOT TO SCALE VERN Y SCALE! REVISIONS u MAY BEDATE BY ^,b�I A �p� DRAWN BY: TEE PROJECT NUMBER THESE ONE INCH N1 DESCRIPTION �� Morrison SPRINGHILL SUITES BY MARRIOTT 5305.003 REDUCE.LINE BELOW 1 REVISED PROJECT VERTICAL DATUM-RAISE±1.6435' 04/13/2016 TEE 2880 Technology Blvd.W. '� C K'D.BY:MEASURE,ONE WIN ON Bozeman,MT 59718 2114 BOOT HILL COURT SHEET NUMBER ORIGINAL 2 REVISED STORM WATER MANAGEMENT SYSTEM 04/21/2016 TEE THO �: APPR.BY. BOZEMAN MONTANA 7 M a i e r l e 0 W' DATE: 03/18/2016 Phone:(406)587-0721 No.14769 PE _, DRAWING NUMBER MODIFV SCA EACCORDINGLVI Fax:(406)922-6702 ��'',F` OZ/6/10/B �� O.A.REVIEW SANITARY SEWER 8�STORM DRAIN DETAILS /-10^O engineers surveyors planners scientists ICENS U�G= BY: l.i `�F N AS3C5\00 CAD\Record Drawings15305003_C040_Sanitary-Sewer+Storm-Drain-Details.dwg Plotted by chip nielsen on Feb/6/2018 COPYRIGHT®MORRISON-MAIERIE.INC.,2018 r(',��I��AL.`_�- DATE: GENERAL NOTES: EXISTING 48"SS MH#140102 1. ALL IMPROVEMENTS ON THIS PROJECT COMPLETED IN ACCORDANCE WITH THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS,6TH EDITION DATED APRIL 2010 RIM= INV 19 (MPWSS);THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS:AND THE PROJECT SPECIFICATIONS. •8'PVC INV IN T() ±47.27 2. ALL SURVEY MONUMENTS,SECTION CORNERS,1/4 CORNERS,AND PROPERTY CORNERS REFERENCED PRIOR TO BEING DISTURBED BY CONSTRUCTION.ANY 8"PVC INV OUT(N)=±4712.97 MONUMENTS AND CORNERS DISTURBED DURING CONSTRUCTION REPLACED BY A PROFESSIONAL LAND SURVEYOR(PLS)REGISTERED IN THE STATE OF MONTANA. C 3. THE ONTRACTOR RESTORED ALL ROADWAY SURFACES TO EQUAL OR BETTER CONDITION THAN EXISTED PRIOR TO EXCAVATION AS DETERMINED BY AGENCY, OWNER,AND/OR ENGINEER.4. THE LOCATION,DEPTH,AND SIZE OF THE EXISTING UTILITIES SHOWN ON THESE PLANS WAS APPROXIMATE.THE CONTRACTOR VERIFIED THE KOOW what's b2IOW. EXISTENCE,LOCATION,w DEPTH,AND SIZE OF THE UTILITIES PRIOR TO CONSTRUCTION.THE CONTRACTOR WAS SOLELY RESPONSIBLE FOR ANY DAMAGE TO THE EXISTING FACILITIES DUE TO Call before you d19. FAILURE TO LOCATE OR PROPERLY PROVIDE PROTECTION WHEN LOCATION IS KNOWN. 5. ALL EXISTING PROPERTY LINES,EASEMENTS,AND BUILDINGS ARE SHOWN ON THIS SITE PLAN. LOT 4•BLOCK 2 ADJOINING PROPERTY \ v, x u IS&CLARK BOUNDARY (TYP) \ (� m SUBDIVISION z EXISTING 8-INCH SDR 35 PVC COMMERCIALONTANA N \ SANITARY SEWER MAIN(TYP) STATE OF M `- p0BOX 201601 3 00'WIDE HELENA'MT 59620-1601 BUILDING N��. Q 11- ZONING.M-1 SETBACK - - s 521.03' --N f� �y�, J EXISTING 8-INCH DIP $4°2120 ry PROPERTY 472� so' WIDE I-90 GRAPHIC SCALE WATER MAIN(TYP) 0 WIMIINY-ry ENTRYWAY CORRIDOR Q� ,L BUILDINGBPARKING 30 15 0 15 30 n,. SETBACK W APPROXIMATE TEST �/ lO m PIT LOCATION(TYP) �� �>, (IN FEET) L.L _ EXISTING BURIED 1 INCH=30 FT _ EXISTING IO'WIDE BROADBAND \ 11X17 HORIZONTAL SCALE:1-60' PUBLIC UTILITY CABLE LINE(TYP) Fj CONTOUR INTERVAL=0.50 FT EXISTING 4"PVC EASEMENT �-SS SERVICE (2 TOTAL) A=6°13'37" II, EXIST 723 SBSS MH#10101 R-4407.50' SPECIFIC S RVI(XISTING E 8'PVC INV OUT(N)=±4715.11 A=7009'09" L=479.00' \ SIGN-FOOD EXISTNG20'WIDE R=730.00' CHORD BRIG=S 42°49'43"E PUBLIC UTILITY L=91.13' LOT 5, BLOCK 2 CHORD LENGTH=478.76' \ fl EASEMENT LEWIS&CLARK COMMERCIAL SUBDIVISION _ 20'WIDE CHORD BRIG N 0°37'33"E \ BUILDINGB CHORD LENGTH-91.0T TOTAL SITE AREA:3.641 ACRES(158,602 SF) PARKING SETBACK - z ZONING:M-1 \ EXISTING4-INCH EXISTING N q MONITIX2ING 0 0`� DIP FIRE SERVICE WELL o i i, LL x z EXISTING 1-INCH A=21 39 02 EXISTING COMBINATION WATER SERVICE \ CV MH&SD INLET#LH01.00027 EXISTING 50'WIDE TBC=± R=877.41'4728.06 EASEMENT FOR GRATE Q FL=t4727.52 DRAINAGE SWALE EXISTING COMBINATION 15"RCP INV IN(M=±4723.03 L=331.55' \ &PUBLIC UTILITIES UOf Lu 5'RCPINVOUT(S)=±4722.83 CHORD BRIG-N 74°49'44"W �/ y 20'WIDE INLET AH01.0002fi \ z BUILDINGB r6c=±4726.24 CHORD LENGTH-329.58 O� Q O EXISTING COMBINATION PARKING SETBACK GRATE Q FL=±4726.24 � ISTING OVERHEAD U rn � MH&SO INLET#I.HO1.00024 15"RCP INV IN I 0 CV TBC=±4727.76 15'RCP INV OUT(E=±4723.53 EXPOW R L NE(TYP Q N EXISTING B-INCH GRATE�FL=±4727.36 F o PLUG WITH 12'RCP INV IN(S)=±4724.07 S 03°55'16"W 14.46' \ _ EXISTING 20'WIDE THRUST BLOCK 15"RCP INV OUT E)=±4723.87 EASEMENT \ \ O� � O PUBLIC UTILITY z 1 N 85°'17'30"W 198.62' IX.B-I CH P -OHP CHPHP-,., N 87003'29"W 300.34' - 3F- �� BF �_ _ _- _ IF - ------- GATE OH BF- -BF BF BF IF 8F IF BF- -8F- -8F-- V VE � IXISTN4G 1544CH RCP �-�� _�� '� 9) -,m - - -_ -�..- � � � _ �-��- __i�ae81�..=_ �____y STORM DRAMI(TYP) � __eF` �EXISTING BILLBOARD EXISTING FIRE OF ADVERTISING SIGNS HrDRANr#1712 BAXTER LANE - = 4' 12"CMP CULVERT ------ -- - 03g7P4G, - \ INV IN=±4723.57 BF \ N(TYP) EX 12 S EX 12 SS �. ._. y _ - _ _ "��• \4128 ' \BF�B EX 12 SS -- - _ \ EXISTING BURIED y✓ �_- - `��--_�_'__`�� __ �„- - 47'50" ` � 1 R FIBER OPTIC LINE(TYP) °r<, ( EX 12 ss --�� \ '\ 85° ( ) EXISTING 48'SS MN#140212 -BF-BF-- -- gE - _ ./y i- -�, EXISTING 12-INCH SDR 35 PVC J RIM-4725.91 12 sS VpI � BF��B eE SANITARY SEWER MAIN(TYP IN(E)=±47 .37 4726 - - EX/2SS �- 5957' w -- -- -- -- �• `F - ---- --- 2PVC INVO = 4726 ``� �ti 12"CMP CULVERT 12"PVC INV '8 E e _ E INV OUT 472343 1" UT(W) ±47 6.31 EXISTING COMBINATION e Ex n ss _± EXISTING 48"SS MH#H0213 MH&SO INLET#I.H02.00025 - _ _ �� \ ` y RIM 4726.02 ±4727.93 I W 8"PVC INV IN(S)-±4714.02 GRATE @ FL=±4727.37 >_ 12"PVC INV IN(E) ±4713.92 12'RCP INV OUT N-±4724 58 EXISTING COMBINATION " E.y'0S 12"PVC INV OUT(W)=±4713.82 O N SPACE OF SACCOGCIA EXISTING 48"SS MH#H0236 m COMMON OPEN MH&SD INLET#LH02.00028 15'RC CULVERT 2A 407C w COCCIA TBC=±4726.70 NV OUT=±47211s \ \ RIM-4728.03 ±4725.31 MI R SUBDIVISION 8"PVC INV IN(S)=±4715.83 ' O R SUBDIVISION 407DF BOZ INC 15"RCP NVEIN�NL-±4722.75 EXISTING 48'SS MH � NDS II LLC SACCOC""L/` L RD 1P PVC INV IN(E)_±4715.88 �` U mmO SPRINGHILL SCHOO 12'PVC INV OUT(W)=±4715.76 R FIRST ASSEMBLY OTREED 15'RCP INV OUT(SE)=±4722.55 RIM=4726.06 `\ ~ 1234 EMT 59710476 BELGR D CHRISTIAN C 92 WEST MEND6N59 S3349 10"PVC INV U(SE)_±4716.74 12'HDPE g-2 BOZEMAN, 12'PVC INV OUT(VA=±4716.68 CULVERT eX�oS~ (n S-2 INV OUT=±4721.29 ZONING I ZONING EXISTING 10-INCH SDR 35 PVC 12'HDPE CULVERT - ( r SANITARY SEWER MAIN(TYP) INV IN=±4721.31 --- EXISTING 48"SS MH#140210 RIM=4725.21 J 10'PVC INV IN(SE)=±4717.45 ALE! REVISIONS 10"PVC INV OUT(NW)=±4717.35 a�tJA%��,� ' DRAWN BY: TEE PROJECT NUMBER THESE RINTS MAYBE N1 DESCRIPTION DATE BY Morrison /9 5305.003 RESU D.ONE 2880TechnologyBlvd.W. h� K'D.BY: MARRIOTTSPRINGHILLSUITES mEAsu S ONE INCH ON 1 REVISIONS 70 SANITARY SEWER SERVICE&WATER MAIN EXTENSION 01/22/2016 TEE Bozeman,M7 59718 SHEET NUMBER ORIGI AL DRAWING. 2 REMOVAL OF LOOPED WATER MAIN EXTENSION 0212 6/2 0 1 6 TEE HOM �% APPR.BY: BOZEMAN MONTANA 12 � Maierle ° No.14769 PE W% DATE: 12/2015 Phone:(406)587-0721 2; DRAWING NUMBER MODIFVSTILE ACCORDINGLV! '�yF 0111-11,- EXISTING SITE FEATURES&TOPOGRAPHY �11 00 Fax:(406)922-6702ICE S Q.A.REVIEW l-.1 engineers surveyors planners scientists '`�4ii 0NALy?�- BY. NA5305\0 3V1CAD\Record Drawings15305003_CI OO_ExistingSae-Features+Topography.dwg Plotted by chip nielsen on Feb/6/2018 COPYRIGHT°MORRisoN-MAIERIE,iNc..m1e �pu��� DATE: LEGEND GENERAL NOTES: 1. ALL IMPROVEMENTS ON THIS PROJECT COMPLETED IN ACCORDANCE WITH THE MONTANA 5. THE LOCATION,DEPTH,AND SIZE OF THE EXISTING UTILITIES SHOWN ON THESE PLANS WAS EXISTING ASPHALT PUBLIC WORKS STANDARD SPECIFICATIONS,6TH EDITION DATED APRIL 2010(MI THE APPROXIMATE.THE CONTRACTOR VERIFIED THE EXISTENCE,LOCATION,DEPTH,AND SIZE OF CITY OF BOZEMAN MODIFICATIONS TO THE MPWSSI AND THE PROJECT SPECIFICATIONS. THE UTILITIES PRIOR TO CONSTRUCTION.THE CONTRACTOR WAS SOLELY RESPONSIBLE FOR 2. THE CONTRACTOR RESTORED ALL ROADWAY SURFACES TO EQUAL OR BETTER CONDITION ANY DAMAGE TO THE EXISTING FACILITIES DUE TO FAILURE TO LOCATE OR PROPERLY \ \ EXISTING CONCRETE THAN EXISTED PRIOR TO EXCAVATION AS DETERMINED BY AGENCY, OWNER, AND/OR PROVIDE PROTECTION WHEN LOCATION IS KNOWN. Know what's below. ✓,� ENGINEER. 6. ALL WATER VALVES OWNED AND OPERATED BY THE CITY OF BOZEMAN WERE OPERATED BY Call before you dig. w 3. ASPHALT,CONCRETE CURB,AND SIDEWALK WAS SAW CUT OR NEAT CUT AS APPROVED BY AUTHORIZED CITY OF BOZEMAN PERSONNEL ONLY. XX SHEET NUMBER AGENCY AND/OR ENGINEER. T SEWER AND WATER CONNECTIONS WERE PERFORMED BY A LICENSED PLUMBER. REFERENCE 4. ALL TEXT AND FEATURES SHOWN SHADED WERE EXISTING.SEE SHEET C100 FOR MORE 8, GENERAL CONTRACTOR COORDINATED DRY UTILITY AND IRRIGATION REQUIREMENTS. COMPLETE DEPICTION OF EXISTING IMPROVEMENTS. ''^^ rVJ V Z EXISTING 8" SANITARY SEWER ,-MAIN(TYP) 6"CLASS 51 DIP — AWWA C151 FIRE SERVICE 3D0'WIDE EXISTING 8' BUILDING Q WATER MAIN SEE SHEET SETBACK n �� /X 1NP1 C320 4'CLASS 51 DIP T Q AWWA C151 DOMESTIC WATER lJ- SERVICE-SEESHEET �� � Q S C320 0 SANITARY PVC Y SEWER gD SERVICE 7 j SEESHEET C330 ,20"E 521A3'— \ T� GRAPHIC SCALE 0 J N 94°2T— — 90 U 30 15 0 15 30 EXISTING 10'WIDE LLI NEW FIRE HYDRANT (IN FEET) O SEE SHEET PUBLIC UTILITY --- o C310 EASEMENT 1INCHL 30FT - 50'WIDE I-90 0 — 55 svc —5D ENT WAY CORRIDOR 11x17 HORIZONTAL SCALE:1'=60' . �p7�� 55 s c oea m — "- 555vc FlRE 5D LD 8 PARKING D FIRE W p SETBACK n svc ss Svc w,a�W STORM 55 F — _ DRAIN(TYP), 4 FIaF D G c •c fill - / so A=6°133 „ 7yo R=4407.50' LJ DRY UTILITY LOT 5, BLOCK 2 L=479.00' ° SERVICES �'�' LEWIS&CLARK 5° SURFACE CHORD BRG=S 42 9'43"E 2 I I SEESHEET C330 SPRIf1GHILL SUITES / STORM WATER ka�nott COMMERCIAL SUBDIVISION CHORD LENGTH=478. ' RETENTION 0=1*09'09" /' TOTAL SITE AREA.3.641 ACRES BASIN R=730.00' ILL I T (158,602 SF) L 91.13' I F.F.ELEV=4724 40 ) CONDENSATE CHORDBRG= � _ DRAIN LINE(TYP) ROOF DRAIN \ N 0° 7'33"E _ LEADER(TYP) HORD 3 EXISTING 50'WIDE LENGTH x 91.07' I ° EASEMENT FOR o °D SDI DRAINAGE SWALE EXISTING BURIED 1 b. o rc \ &PUBLIC UTILITIES / CABLE TV(TYP) N l S0 so— -'so rn • r— © 20'WIDE uJ 0 SUBSURFACE BUILDING& \8'CLASS 51 DIP PARKING SETBACK STORM WATER AWWA C151 WATER MAIN iv RETENTION SYSTEM EXTENSION-SEESHEET C310 — - EXIERSTING EXISTING 20'WIDE TYP) OVHEAD f o O PUBLIC UTILITY POWER(TYP) Z EASEMENT 11,411f.— N 85°1T30"W 198.62' - —IN87°03'29"W 300.341 BF I� PROPERTY EXISTING I5' BF V " ° S 03°55'16"W 14.46' STORM DRAIN EXISTING BURIED BOUNDARY(TYP) " (TAP) FIBER OPTIC(TYP) BAXTER LANE 0=21°39'02" R=877.41' N 85°47'50"W L=331.55" 59.57' CHORD BRIG=N 74°49'44"W CHORD LENGTH=329.58' EXISTING IT SANITARY --BF BF BF BF BF BF---__Bp ° SEWER MAIN(TYP)) \ ` c E \ Y NOTES BY SYMBOL: Lij I O EXISTING 20'WIDE PUBLIC UTILITY EASEMENT 1, y r0 O 29 WIDE BUILDING&PARKING SETBACK 0 h OEXISTING WATER SERVICES ABANDONED PER CITY OF BOZEMAN STANDARDS 1 0 Ek ti OEXISTING SEWER SERVICES ABANDONED AT I (, ss ro 4 MAIN PER CITY OF BOZEMAN STANDARDS V h Q VERIFY SCALE! REVISIONS q'ahr,, DRAWN BY: TEE PROJECT NUMBER THESE PRINTS MAY BE NO. DESCRIPTION DATE BY Morrison 2880 Technology Blvd.W. = H K'D.BY: MARRIOTT SPRINGHILL SUITES 530NUM REDUCED.LINE BELOW 1 REVISIONS TO SANITARY SEWER SERVICE&WATER MAIN EXTENSION 01I22I2016 TEE Bozeman,MT 59718 SHEET NUMBER MEASURES ONE INCH ON HOM lY� APPR.BY: BOZEMAN MONTANA 5 ORIGINAL DRAWING. 2 ELIMINATION OF LOOPED WATER MAIN EXTENSION 02/26/2016 TEE O � M a i e r l e YT No.14769 PE _% DATE 122015 DRAWING NUMBER Phone:(408)587-0721 r4cn OZ/OS/ZO/B �: O.A.REVIEW ��00 MODIFY SCALE ACCORDINGLY. engineers surveyors planners scientists Fax(406)922-6702 /x ENS o��ci= By OVERALL SITE UTILITY PLAN DATE: NA5305\003\ACAD\Record Drawings\5305003_C300_Overall-Site-Utility-Plan.dwg Plotted by thomas eastwood on Febl5/2018 COPYRIG.1m MORNISON-MAIERLE,INC.,Nl. WATER MAIN EXTENSION COORDINATE TABLE _ GRID GRID O EXISTING WATER -TiSTATION DESCRIPTION OF FEATURE OR FITTING NORTHING EASTING U SERVICES TO BE 0+42.21 REMOVED EXISTING PLUG&CONNECTED TO 8"CLASS 51 DIP 532801.30 1570174.03 ABANDONED PER a° AWWA C151 WATER MAIN W/8'GATE VALVE&THRUST BLOCK N_ J CITY OF BOZEMAN o oBENODOWNRUST Know what's below. J STANDARDS °o ,° p DSLEEK Call before you dig. -_____---- _ SD so D 1-58.53 INSTALLED 8'11.25'HORIZONTAL BEND RIGHT 532792.7B 1570289A9 - O '•- sD 111 STA 2+49.84-15.23'LT 2+18.96 INSTALLED 8'11.25°HORIZONTAL BEND LEFT 532776A2 7570348.25 INSTALLED NEW 5"GATE 2+34.17 INSTALLED 8"90°HORIZONTAL BEND RIGHT WI THRUST BLOCK 532775.52 1570363.40 0288oa STA 0-22.04-INSTALL NEW HYDRANT CENTERED O STA 2+34.17- VALVE,VALVE BOX,& e INSTALLED 8"x8'z8"TEE WITH THRUST BLOCK 532759.91 1570362.D6 FIRE HYDRANT ASSEMBLY ALONG PROPERTY LINE r^ INSTALLED THRUST BLOCK INSTALLED V GATE VALVE,VALVE BOX,&THRUST BLOCK 532758.61 1570377.23 C030 WITH THRUST BLOCK EXTENDED TO TBC A.A) m STA 2+18.96-INSTALLED 0 STA 1+58.53-INSTALLED NEW 90°BEND INSTALLED FIRE HYDRANT ASSEMBLY&THRUST BLOCK 532758.25 1570383.72 PROTECT EXISTING DRY® NEW 11.25°BEND EXISTING 20.00'WIDE NEW 11.25'BEND WI THRUST BLOCK INSTALLED 8"GATE VALVE,VALVE BOX,&THRUST BLOCK 532758.64 1570361.41 STA 0+13.01-CONNECT TO UTILITIES DURING Z PUBLIC UTILITY EASEMENT INSTALLED 8'PLUG 8 THRUST BLOCK 532752.32 1570361.43 EXISTING 8'CLASS 51 DIP CONSTRUCTION -0+50 0+00 0+50 1+00 11.0'FROM PL 1r AWWA C151 WATER MAIN W/ i- - - 3-- 8"x6"TAPPING SLEEVE,- 2+D0HORIZONTAL DATUM: STATE PLANE COORDINATE SYSTEM s"rAPPINc vALVE,vALVE! Q 73.33' PROPERTYEX.FIREVERTICAL DATUM: NAVD 88(C/TY OF BOZEMAN DATUM=NAVD 88-19.4 FT) BOX,&THRUST BLOCK j 1 0+50 BOUNDARY HYDRANT 1.0'FROM PL F--�-� #1712 O -0+50 0+003.50' , -� G BT PROPERTY BOUNDARY(TYP) STA 0+42.21-REMOVED STA 2+49.84-INSTALLED BOOT HILL COURT FIRE HYDRANT COORDINATE TABLE SS SVC - EXISTING PLUG 8 CONNECTED TO BAXTE R LANE 7.80'(AB) STA 2+49.84-21.71'LT I INSTALLED FIR NEW 8%Fx8"TEE WITH NEW FIRE HYDRANT ASSEMBLY GRID GRID FWs-- O 8"CLASS5I DIP AWWAC151 THRUST BLOCK WITH±21.7 LF OF 6"CLASS 5I DIP STATION DESCRIPTION OF FEATURE OR FITTING NORTHING EASTING O FOR DOMESTIC WATER WATER MAIN WITH NEW 8"GATE 1 I &FIRE SERVICE DETAILS STA 2+51.11-INSTALLED NEW I AWWA C151&THRUST BLOCK U 1 VALVE 8 THRUST BLOCK _ 0+13.01 CONNECTED TO EXISTING 8"CLASS 51 DIP AWWA C151 532977.81 1570152.12 _ I SEE SHEET -_- '-' _. STA 2+57.43-INSTALLED NEW - WATER MAIN WITH 8"x6"TAPPING SLEEVE,6'TAPPING VALVE, r w 8 THRUST BLOCK 8'PLUG&THRUST BLOCK VALVE BOX,&THRUST BLOCK _J C320 �y c I 0+14.72 INSTALLED 6"GATE VALVE,VALVE BOX,8 THRUST BLOCK 532978.00 1570153.82 ro l 0+22.04 INSTALLED FIRE HYDRANT ASSEMBLY&THRUST BLOCK 1 532978.78 1 1570161.10 r 0 O i m PROFILE SCALE WATER MAIN EXTENSION LEGEND PROFILE SCALE HORIZONTAL SCALE: 1'=30' HORIZONTAL SCALE: 1'=30' NEW BOOT TYPE A TRENCH BACKFILL EXISTING ASPHALT VERTICAL SCALE: 1'=3' TYPE 1 PIPE BEDDING VERTICAL SCALE: P=3' HILL COURT 1107 HORIZONTAL SCALE: 1'=BB - 11x17 HORIZONTAL SCALE: 1'=EV STATION 0+215 LF O57 EXISTING CONCRETE t1xt7 VERTICAL SCALE: 1'=8 ±215' INSTALL OF 11x17 VERTICAL SCALE: 1'=6 FIRE HYDRANT 1.730 8"CLASS 51 DIP AWWA C151 4730 4730 4730 TYPE A TRENCH BACKFILL EX FIRE HYDRANT#1712 ARROWBOLT TYPE 1 PIPE BEDDING ARROW BOLT f FINISHED GROUND ELEV=4710.11' I ELEV=4710.11' AT CENTERLINE OF GRAPHIC SCALE ('COB DATUM) STATION 0+13 TO 0+22 ('COB DATUM) ` WATER MAIN(TYP) / - / 30 15 0 15 30 _ INSTALL±9 LF OF -i-r � )' _ _- FIRE HYD .- 8'CLASS 5I DIP AWWA C151 BURY LINE_ ±472WA4 (IN FEET) 725 / 4727, (AB) 4725 1 INCH=30 FT 4725 4725 / APPROX LOCATION 1107 HORIZONTAL SCALE:P=60' 472022(AS) OF BURIED FIBER OPTIC EXISTING TE=±4724-ak EXISTING GROUND LINE CROSSING EXISTING GROUND ARROW BOLT 8"TEE (FIELD VERIFY) INSURED SURFACE[TYP) HYD BURY SURFACE(TYP) ELEV=470522' 6.5'(MIN) 4719.52(AB) DEPTH 1719.52(AB) ('COB DATUM) EXISTING 8"CLASS 51 BURY TE=±4729,k =8.00' TE-±4729,ll1 L _ DIP WATER MAIN(TYP) DEPTH GENERAL NOTES: 4720.22(AB) 4719.12(AS) d719.52(AB) 7-` TE=±4fi21.84 TE=±4"W TE= TE=±4TPB°1.'L FIRE HYD VERT BEND DELETED(AB) 1. ALL IMPROVEMENTS R THIS PROJECT WERE COMPLETED IN ACCORDANCE WITH THE 1 ±4729,02 4719.52(AB) BURY LINE_ EXISTING TE=± MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS,6TH EDITION DATED APRIL 2010 720 4719Sq TE=4719.09(AB) TE=4719.241AB) 4719.24 TE=±4728 z 472D (MPWSS);THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS;AND THE PROJECT 472D ±4722.70 472D 8•GATE 7E=4718.99 AB AB SPECIFICATIONS. VALVE INSTALLED NEW 2. THE CONTRACTOR RESTORED ALL ROADWAY SURFACES TO EQUAL OR BETTER CONDITION INSURED 6.5'(MIN) HYD BURY 8'PLUG&THRUST THAN EXISTED PRIOR TO EXCAVATION AS DETERMINED BY AGENCY,OWNER,ANDIOR BURY DEPTH DEPTH PROPOSED 8' BLOCK ENGINEER. TE=±4715.78 =7.SP WATER MAIN(TYP) 3. ASPHALT,CONCRETE CURB,AND SIDEWALK WAS SAW CUT OR NEAT CUT AS APPROVED BY _ AGENCY AND/OR ENGINEER. TE=±4715.78 4. ALL TEXT AND FEATURES SHOWN SHADED WERE EXISTING.SEE SHEET C100 FOR MORE 4716.01(AS) COMPLETE DEPICTION OF EXISTING IMPROVEMENTS. TE_ -\ 715 a a o a 4715 5. THE LOCATION,DEPTH,AND SIZE OF THE EXISTING UTILITIES SHOWN ON THESE PLANS 4715 4715 J WAS APPROXIMATE.THE CONTRACTOR VERIFIED THE EXISTENCE,LOCATION,DEPTH,AND w w w z W z w w * w SIZE OF THE UTILITIES PRIOR TO CONSTRUCTION.THE CONTRACTOR WAS SOLELY -- z m �m�m >m RESPONSIBLE FOR ANY DAMAGE TO THE EXISTING FACILITIES DUE TO FAILURE TO LOCATE - -- w OR PROPERLY PROVIDE PROTECTION WHEN LOCATION IS KNOWN. p z % 6. ALL WATER VALVES OWNED AND OPERATED BY THE CITY OF BOZEMAN WERE OPERATED ? a x< <3 z - " BY AUTHORIZED CITY OF BOZEMAN PERSONNEL ONLY. P TaN Sim g `x'<a o 8i am 6 n0 , � a�nw < + �+' r ? o 7. DIMENSIONS SHOWN ARE TO CENTERLINE OF PIPE OR FITTING. a a r N a H r i i .+-. i s r ¢^� 8. IN LIEU OF CONCRETE THRUST BLOCKS,THRUST RESTRAINT WAS PROVIDED UTILIZING - z 710 >_ i f y F m S m ¢3 g 3 ^ Eo m 4710 FIELD LOK 350 GASKETS FOR PUSH-ON JOINTS,MANUFACTURED BY US PIPE OR SIGMA ONE 4710 i a 4710 y m w m LOK SERIES SLD,MANUFACTURED BY SIGMA CORPORATION FOR ALL FITTINGS THAT o¢< - - REQUIRED THRUST RESTRAINT,EXCEPT FOR CUT-IN OR TAPPING TEES(FOR MAINS OR o3w� m - - SERVICES)AND BENDS ON SERVICE LINES INSIDE BUILDING FOUNDATIONS, UNLESS §w o w m w W x SPECIFICALLY PROHIBITED BY THE CITY OF BOZEMAN.THE MECHANICAL RESTRAINTS i w m $ m o oi a m --------- ------- - ---- ---- WERE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND AT ALL a y m ;Ed I. F m r z ; - JOINTS AS SPECIFIED BY THE ENGINEER. r- m 9. DETECTABLE WARNING TAPE WAS INSTALLED, CENTERED OVER ALL WATER MAINS, SERVICE LINES,AND HYDRANT LEADS.TAPE WAS INSTALLED A MINIMUM OF EIGHTEEN `f+' z `� ti INCHES(18')AND MAXIMUM OF TWENTY-FOUR INCHES(24')BELOW FINISH GRADE. y 705 4705 4705 m .a 'm 3 4705 10. TESTING, CLEANING,AND DISINFECTING OF THE WATER MAIN WAS PERFORMED IN z ACCORDANCE WITH MPWSS SECTION 02660-3.4 AND THE CITY OF BOZEMAN STANDARD MODIFICATIONS TO THE MPWSS. w V^V O w Y 4 4 c5 v V v 9 q 4 v L� c9 c� Y q V y W Y W c0 W c� � c0(.D w c0 cC LL O LL w LL w LL w LL w LL w LL w LL w LL ~ w -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 -0+50 0+00 0+50 VERI SCALEI REVISIONS � ;q�t I DRAWN BY: TEE PROJECT NUMBER THESE P NITS MAY BE NO. DESCRIPTION DATE BY Morrison �t t1�� 5305.003 REDUCED.LINE BELOW 2680 Technology Blvd.W. _ �� C K'D.BY: MARRIOTT SPRINGHILL SUITES MEASURES ONE INCH ON 1 REVISIONS TO SANITARY SEWER SERVICE&WATER MAIN EXTENSION 01/22I2016 TEE Bozeman,MT 59718 SHEET NUMBER ORIGINA DRAWING. ■■ THo o. �% APPR.BY BOZEMAN MONTANA 6 2 ELIMINATION OF LOOPED WATER MAIN EXTENSION 02/26I2016 TEE M a i e r I e 3 REVISED PROJECT VERTICAL DATUM-RAISE±1.6435 FT 04/13/2016 TEE Phone:(406)567-0721 No.14769 PE __ DATE: 12Y2015 DRAWING NUMBER MODIFY SCAL ACCORDINGLY! 4 UPDATE WATER MAIN TOP OF PIPE ELEVATIONS 04/25/2016 TEE Fax:(406)922-6702 'r%� �Zj�ENso/B O.A.REVIEW WATER MAIN EXTENSION& C3 10 engineers surveyors planners scientists q�0 �� BY: NEW BOOT HILL COURT FIRE HYDRANT N:\5305\003 CAD\Record Drawings\5305003 C310_Water-Main-Extension.d g Plotted by chip nielsen on Feb/6/2018 COPYNIGHT0 MORNISON-MAIERLE.INC.,s 13 tatNA�„`�`` DATE: SANITARY SEWER SPRINGHILL SUITES BY MARRIOTT SERVICE(TYP) C330 PROPERTY ' BOUNDARY FIRE SERVICE LINE STA 0-25.00-INSTALL HORIZONTAL BEND (TYP) NOT INSTALLED AB POWER,PHONE, NEW 11.25°BEND ( ) STA2+NEW 9'BENT KDOW Wh8P5 below. STA 0+55.42- BROADBAND,8 INSTALLED NEW 90°BEND STA 2+41.45-INSTALL NEW S A0+12,95-CONNECT TO j 2�IE'R1�5°BE p GAS SERVICES WITH THRUST BLOCK 90°BEND WITH THRUST BLOCK Cal before you dig. ISTING 8"CLASS 51 DIP - _ _ - - _ _ - - - _ - LOT 5, BLOCK 2 OF LEWIS &CLARK COMMERCIAL SUBDIVISION AW NA 8"z6FTAPPING 51 WATER MAIN E/ I�-� G G - CITY OF BOZEMAN, GALLATIN COUNTY, MONTANA TAPPING VALVE,VALVE I SS Svc SS Svc SS SVC SS Svc SS Svc ZONED: M-1 BOX,&THRUST BLOCK h _ 0+50 1+00 - 1+50 2+00 FIRE I -0+50 00 W 1 WS W ADJACENT ZONING: M-1 (/A�'1 STA 0+12.95-2.50'RT V CONNECTED TO p o SD L 7 (STING 8"CLASS 51 DIP G FIRE SERVICE QUANTITY SCHEDULE A A C151 WATER MAIN WI (STA 0+55.28-2.50'RT �- _� ALL ESTIMATED QUANTITIES ARE 8-0-TAPPING SLEEVE, INSTALLED NEW G ESTIMATED APPROXIMATE AND ARE TO BE USED ONLY 4 TAPPING VALVE,VALVE( 11.25°BEND STA 2+62.26-4.50'RT r rl ITEM NO. DESCRIPTION QUANTITY UNIT AS A BASIS FOR ESTIMATING THE �! BOX,&THRUST BLOCK g INSTALLED NEW 026600300611 6"11.25°BEND 1(AB) EA PROBABLE COST OF THE WORK AND FOR �i 11.25'BEND THE PURPOSE OF COMPARING BIDS L.L STA 2+62.71-INST HORIZONTAL 026600300619 6'90°BEND 2 EA STA 2+68.79-4.50'RT 1. WITH THRUST BLOCK BENDNOT SUBMITTED FOR THE WORK.THE ACTUAL STA 0+25.25-2.50'RT 026600500602 6"CLASS 5I DIP AWWA C151 FIRE SERVICE 272 LF INST LED NEW 11.25°BEND, _ TEMPORARY END OF INSTALLED AB AMOUNT OF WORK DONE AND MATERIALS LEGEND I I g STA2+68.79-TEMPORARY ( ) 026600600506 8'x6'z8"TAPPING SLEEVE 1 EA I SERVICE AT 5.00' FURNISHED UNDER UNIT PRICE ITEMS MAY "> END IDSERVICEAT 5.00' 026600600556 6'TAPPINGVALVE 1 EA OUTSIDE OF BUILDING DIFFER FROM THE ESTIMATED QUANTITIES. I OUTSIDE OF BUILDING � EXISTING ASPHALT 026600600610 6"058Y FL x FL VALVE 8 ASSEMBLY 1 EA II = STA 2+76.19-INSTALLED 6' GRAPHIC SCALE 90'VERT BEND&THRUST BLOCK, 30 15 0 15 30 EXISTING CONCRETE O 6"CLASS 51 DIP AWWA C151 STANDPIPE,AND6"OS&YVALVE SYSTEM CLASSIFICATION: FLUSHING REQUIREMENTS: LLI SEE DETAIL o 73 (IN FEEF)11x17 HORIZONTAL TAL 30 FT 1'=60' CLASSISYSTEM FLUSHING MUST PROVIDE ANORIFACCORDING TO THE ICIRE E SERVICE LINE..EAST THEREFORE, EM ETLLONS RHIS INSTALLING CONTREMENT ACTOR BASED Qf � '• / I MINUTE IS REQUIRED FOR C321 FLUSHING OF A 6-INCH FIRE SERVICE LINE.THEREFORE,THE INSTALLING CONTRACTOR ON THE CURRENT PARAMETERS OF THE SYSTEM. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING FLOW TEST DATA AND PREPARING HYDRAULIC CALCULATIONS. PROFILE SCALE FIRE SERVICE LINE COORDINATE TABLE DOMESTIC WATER SERVICE LINE COORDINATE TABLE HORIZONTAL SCALE: 1'=5' IRE SER ICE LINE -- DESCRIPTION OF GRID GRID DESCRIPTION OF GRID GRID VERTICAL SCALE: 1'=1' TYPE A TRENCH BACKFILL STATION FEATURE OR FITTING NORTHING EASTING STATION FEATURE OR FITTING NORTHING EASTING 0-12.95 CONNECTED TO EXISTING 8"CLASS 51 DIP AWWA C151 532947.95 1570152.93 0+12.95-2.5V RT CONNECTED TO EXISTING 8"CLASS 51 DIP AWWA C151 532945,45 1570152.98 11W HORIZONTAL SCALE: r=10' TYPE 1 PIPE BEDDING WATER MAIN WITH B"x6"TAPPING SLEEVE,6"TAPPING VALVE, WATER MAIN WITH 8W"TAPPING SLEEVE,4"TAPPING VALVE, 11,,17 VERTICAL SCALE. 1-=7 STATION 0+13 TO 2*76 VALVE BOX,&THRUST BLOCK VALVE BOX,8 THRUST BLOCK INSTALL±263 LF OF 0+14.66 INSTALLED 6"GATE VALVE,VALVE BOX,&THRUST BLOCK 532947.97 1570154.66 0+14.66-2.W FIT INSTALLED 4"GATE VALVE,VALVE BOX,&THRUST BLOCK 532945.47 1570154.68 4730 6'CLASS 51 DIP AWWA C151 4730 0+25.00 INSTALLED 6"11.25°HORIZONTAL BEND LEFT 532948.07 1570165.00 0+25.25-2.50'FIT INSTALLED 4"11.25'HORIZONTAL BEND LEFT 532945.58 1570165.27 FOR OS&Y EXTERIOR WALL 0+55.28-2.50'RT INSTALLED 4"11.25'HORIZONTAL BEND RIGHT 532951.84 1570195.13 VALVE OF BUILDING 2+41.45 INSTALLED V 90°HORIZONTAL BEND RIGHT WI THRUST BLOCK 532972.28 157037935 2+37.01-2.50'RT INSTALLED 4"90°HORIZONTAL BEND RIGHT W/THRUST BLOCK 532969.36 1570375.68 INSTALLATION 2+62.26-4.50'RT INSTALLED 4"11.25°HORIZONTAL BEND RIGHT 532111.08 1570377.94 SEE DETAIL 2+68.79 TEMPORARY END OF FIRE SERVICE AT 532945.12 1570382.01 2+68.79-4.5V RT TEMPORARY END OF DOMESTIC WATER SERVICE 532945.45 1570377.53 o2fifi611 5.00,OUTSIDE OF BUILDING AT 5.00'OUTSIDE OF BUILDING C321 INSTALLED 6"90°VERTICAL BEND UP WITH THRUST BLOCK, 2+76.19 532937.75 1570381.47 FINISHED GROUND BUILDING _ - 6'CLASS 51 DIP AWWA C151 STANDPIPE,AND OS&Y VALVE HORIZONTAL DATUM: STATE PLANE COORDINATE SYSTEM AT CENTERLINEOF F.F.ELEV= _ 4725 FIRE SERVICE(T P) 4726.10 4725 VERTICAL DATUM: NAVD 88(CITY OF BOZEMAN DATUM=NAVD 88-19.4 F7) REFER TO STRUCTURAL DRAWINGS FOR GENERAL NOTES: GAS FOUNDATION - EXISTING GROUND SERVICE DETAILS 1, ALL IMPROVEMENTS ON THIS PROJECT WERE COMPLETED IN ACCORDANCE WITH THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS,6TH EDITION DATED APRIL 2010(MPWSST THE CITY OF SURFACE(TYP) LINE BOZEMAN MODIFICATIONS TO THE MPWSS;AND THE PROJECT SPECIFICATIONS. APPROXIMATE X-ING - - - - - 2. A PRECONSTRUCTION CONFERENCE WAS HELD PRIOR TO THE START OF CONSTRUCTION.NO MATERIAL CHANGES WERE MADE TO THIS PLAN WITHOUT THE APPROVAL OF THE CITY OF BOZEMAN LOCATION OF EXISTING ��jJy; WATER/SEWER SUPERINTENDENT. POWER&GAS LINES POWER,PHONE, / 6.50'(MIN)TO INSTALLED±8.9 LF WITH 3. ACCESS FOR OTHER CONTRACTORS WORKING ON THE SITE AND EMERGENCY VEHICLES WAS PRESERVED AT ALL TIMES. 4720 BROADBAND,&GAS J 7.50'(MAX) FL END OF 6'CLASS 51 4720 4. THE CONTRACTOR RESTORED ALL ROADWAY SURFACES TO EQUAL OR BETTER CONDITION THAN EXISTED PRIOR TO EXCAVATION AS DETERMINED BY AGENCY,OWNER,ANDIOR ENGINEER. SERVICE X-ING BURY DEPTH TE=±4T48S6 DIPAWWAC151 HORZ BEND DELETED(ABI 4718.24(AB) 5. ASPHALT,CONCRETE CURB,AND SIDEWALK WAS SAW CUT OR NEAT CUT AS APPROVED BY AGENCY AND/OR ENGINEER. 4716.11(AS) TE=±47183,L TE=±47%20, 6. CONTRACTOR WASTED EXCESS MATERIAL AT A LOCATION DESIGNATED BY THE OWNER OR HAULED MATERIAL OFFSITE. TE=337183Z TE=4717.05(AB) 4717.84(AS) _ 7. ALL TEXT AND FEATURES SHOWN SHADED WERE EXISTING. 4716.03(AB) 4716.37(AB) TE=±47N:Ifl 4= TE=±d7*,5Z TE=4716.97(AB) - 8. THE LOCATION,DEPTH,AND SIZE OF THE EXISTING UTILITIES SHOWN ON THESE PLANS WAS APPROXIMATE.THE CONTRACTOR VERIFIED THE EXISTENCE,LOCATION,DEPTH,AND SIZE OF THE 471612(AB) UTILITIES PRIOR TO CONSTRUCTION.THE CONTRACTOR WAS SOLELY RESPONSIBLE FOR ANY DAMAGE TO THE EXISTING FACILITIES DUE TO FAILURE TO LOCATE OR PROPERLY PROVIDE TE_± _ PROTECTION WHEN LOCATION IS KNOWN. TE=4717.39(AB) 9. VERTICAL DATUM USED WAS NAVD 88.CONVERSION TO CITY OF BOZEMAN DATUM EQUALS NAVD 58 ELEVATION MINUS 19.4 FEET. (E.G.COB DATUM=NAVD 88 ELEV-19.4 FT) 4715 - - 4715 11. DIMENSIONS SHOWN FOR PIPE LENGTHS ARE MEASURED FROM CENTER-OF-JUNCTION TO CENTER-OF-JUNCTION FOR PAYMENT PURPOSES. 12. THE CONTRACTOR FIELD VERIFIED LINE AND GRADE OF CONNECTIONS TO EXISTING FEATURES. 0 13. ALL WATER VALVES OWNED AND OPERATED BY THE CITY OF BOZEMAN WERE OPERATED BY AUTHORIZED CITY OF BOZEMAN PERSONNEL ONLY.CONTRACTOR COORDINATED WITH THE CITY ENGINEER PRIOR TO CONNECTING TO EXISTING WATER LINES OWNED AND MAINTAINED BE THE CITY OF BOZEMAN. r m p o o Q o 14. WATER CONNECTIONS WERE PERFORMED BY A LICENSED PLUMBER. m m 15. ALL VALVES WERE 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. a s i m w a ¢? 16. ALL FITTINGS REQUIRING THRUST BLOCKING,INCLUDING BENDS GREATER THAN ELEVEN AND ONE-QUARTER DEGREES(11.25°),TEES,AND PLUGS,WERE INSTALLED IN CONFORMANCE WITH THE i F s x F F CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS AND CITY OF BOZEMAN STANDARD DRAWING NO.02660-1. 4710 i n °o0 3 p °o0 3 4710 17, IN LIEU OF CONCRETE THRUST BLOCKS,THRUST RESTRAINT WAS PROVIDED UTILIZING FIELD LOK 350 GASKETS FOR PUSH-ON JOINTS,MANUFACTURED BY US PIPE OR SIGMA ONE LOK SERIES SLID, o MANUFACTURED BY SIGMA CORPORATION FOR ALL FITTINGS THAT REQUIRED 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 WERE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S w w SPECIFICATIONS AND AT ALL JOINTS AS SPECIFIED BY THE ENGINEER. r r m w w F m w 18. DETECTABLE WARNING TAPE WAS INSTALLED,CENTERED OVER ALL WATER MAINS,SERVICE LINES,AND HYDRANT LEADS.TAPE WAS INSTALLED A MINIMUM OF EIGHTEEN INCHES(W)AND z z ? o MAXIMUM OF TWENTY-FOUR INCHES(24')BELOW FINISH GRADE. 0 3 i i 7 >y O O F¢ Q m m g r = g ¢ o h o 19. THE SIX INCH(6')FIRE SERVICE LINE WAS INSTALLED IN ACCORDANCE WITH THE CITY OF BOZEMAN FIRE SERVICE LINE STANDARDS.THIS PLAN IS FOR A RECORD OF THE CONSTRUCTION OF THE io s z SIX INCH(6')FIRE SERVICE LINE FROM THE EXISTING WATER MAIN TO THE OS&Y VALVE IN THE BUILDING. b _ + i z N 00 20. THE FIRE SERVICE LINE WAS INSTALLED,CHLORINATED,AND TESTED TO A MINIMUM OF 200 PSI BY A SINGLE CONTRACTOR.OWNER OR OWNER'S AUTHORIZED REPRESENTATIVE PROVIDED 4705 w m m y 4705 CONSTRUCTION OBSERVATION AND PREPARED THE RECORD DRAWINGS.CONTRACTOR FILLED OUT AND SUBMITTED"CONTRACTOR'S MATERIAL AND TEST CERTIFICATE FOR UNDERGROUND Z PIPING". w w ¢ < v v a? r $ c N °m„ rn N o n N r v ,^„ u�'i- 21. CONTRACTOR ADJUSTED ALL VALVE BOXES,CURB BOXES,AND MANHOLES TO FINAL GRADE UPON COMPLETION OF ALL CONSTRUCTION.ANY BOXES OR MANHOLES DAMAGED OR OTHERWISE > f'., xv N N r N "' N N ^ H N ,"'„ N p N n H n N H n DISTURBED BY THE CONTRACTOR OR SUBCONTRACTOR WERE REPAIRED AT THE EXPENSE OF THE CONTRACTOR.THIS WORK WAS INCIDENTAL TO THE PROJECT. w Ed w � c7aw G�0 cyi� °' w w Q W w W w W w W LL W w W w W w W w W w W w F W -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 V RIFY SCALE! REVISIONS A�1 DRAWN BY: TEE PROJECT NUMBER THE 3E PRINTS MAY BE NO. DESCRIPTION DATE BY "1 flb, 5305.003 RED ICED.LINE BELOW o r r i so n 2880Technology Blvd.W. , K'D.BY: MARRIOTT SPRINGHILL SUITES SHEET NUMBER MEA RES ONE INCH ON 1 REVISIONS TO SANITARY SEWER SERVICE&WATER MAIN EXTENSION 0 1122/20 1 6 TEE Bozeman,MT 59718 D GINAL DRAWING. ■. oM o APPR.BY: BOZEMAN MONTANA 7 2 ELIMINATION OF LOOPED WATER MAIN EXTENSION 0212612016 413 TEE M a i e r I e _J No. PE W% DATE: 12/2015 DRAWING NUMBER 3 REVISED PROJECT VERTICAL DATUM-RAISE±1.6435 FT 04/13I2016 TEE Phone:(406)587-0721 OZ/05/10/B 2- Fax: 406 922-6702 Q.A.REVIEW r�^O MODIFYSCALE AccoamNlcLn engineers surveyors planners scientists ( ) rALoF= pgBE: FIRE SERVICE LINE 32 N:\530 003WCAD\Record Drawings\5305003 C320 Fire-Service-Line.dwg Plotted by chip nielsen on Feb/6/2018 COPYRIGHT ai MORRISON-MAIERLE.INC..1018 a1ii���� SPRINGHILL SUITES BY MARRIOTT 15- FIRE SERVICE LINE Know what's below. LOT 5, BLOCK 2 OF LEWIS & CLARK COMMERCIAL SUBDIVISION Call before you dig. CITY OF BOZEMAN, GALLATIN COUNTY, MONTANA ZONED: M-1 ADJACENT ZONING: M-1 (n Q NO PRESSURE GAUGES OR PRESSURE GAUGE Z FITTINGS WILL BE ALLOWED ON THE TEST PORTS DOUBLE CHECK VALVE OF ANY BACKFLOW PREVENTION ASSEMBLY. (MIN.REQUIREMENT) AS INDICATED ON ONLY FITTINGS ALLOWED BETWEEN APPROVED PLAN(S) �Q�// FIRST OS&Y VALVE AND BACKFLOW L.1_ ASSEMBLY;BEBENDLANGED FLANGE TO BE THREADED ON STANDPIPE, OS&Y MJ TO FLANGE ADAPTERS NOT ACCEPTABLE VALVE (TYPICAL FOR ALL RISER CONFIGURATIONS) 4'OR LARGER CLASS 51 VMIN TO TMAXDUCTILE IRON PIPE(TYP) — ABOVE FINISHED FLOOR FLOOR NwN MECHANICAL 3/4'MIN.REDI ROD,INSTALLED IN EVERY OTHER JOINT AVAILABLE MJ BOLT HOLES(TYP)- MAIN 5/8'RODS ACCEPTABLE FOR 4"LINES THRUST 90°BEND WITH THRUST BLOCK BLOCK CITY OF BOZEMAN REQUIREMENTS TAPPING TEE&VALVE,OR FOR INSTALLATION OF INSTALL VALVE AT PROPERTY DOUBLE CHECK VALVE ASSEMBLY PROVIDE FLEXIBLE, LINE(TYPICAL FOR ALL WATER-TIGHT CONNECTION RISER CONFIGURATIONS) 1. THE FIRST FITTING INSIDE OF THE BUILDING SHALL BE A UL LISTED FLANGED FOR ALL WALL FLOOR KENNEDY OR MUELLER OS&Y VALVE THE SAME SIZE AS THE FIRE SERVICE PIPE PENETRATIONS. NS. LINE. 2. ALL DOUBLE CHECK VALVE ASSEMBLIES SHALL BE. DOUBLE CHECK VALVE A. UL OR FM LISTED. (MIN.REQUIREMENT) B. APPROVED BY THE UNIVERSITY OF SOUTHERN CALIFORNIA FOUNDATION AS INDICATED ON _ FOR CROSS CONNECTION CONTROL AND HYDRAULIC RESEARCH APPROVED PLANS) (USCFCCCHR)FOR OPERATION IN THE PROPOSED POSITION(VERTICAL OR HORIZONTAL)AS SHOWN ON APPROVED PLANS. C. INSTALLED AS SHOWN ON THE APPROVED PLANS. FLANGED 3. A FLOW DETECTION DEVICE SHALL BE INSTALLED IMMEDIATELY FOLLOWING OS&Y THE DOUBLE CHECK VALVE ASSEMBLY(ALARM CHECK VALVE,FLOW VALVE SENSORIALARM,METER,ETC.)AS SHOWN ON THE APPROVED PLANS. PADDLE-TYPE FLOW ALARMS NOT PERMITTED ON DRY SYSTEMS. 1'MIN TO 2'MAX ABOVE FINISHED FLOOR FLOOR 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 i1L0'-0"MAX* INSTALLED WHICH MEETS THE SAME INSTALLATION CRITERIA SPECIFIED MECHANICAL JOINT ABOVE IN REQUIREMENT NUMBER TWO. 90°BEND WITH 5. HORIZONTAL INSTALLATIONS MUST BE A MINIMUM OF TWO FEET(2')ABOVE THRUSTBLOCK THE FINISHED FLOOR. 6. THE FIRE SERVICE RISER MUST BE A MINIMUM OF TWO FEET(2')FROM ANY OUTSIDE WALL. 'PER NFPA-24 MECHANICAL 7. THE INCOMING FIRE SERVICE LINE SHALL BE A MINIMUM OF 6.5'AND A FIG A.10.6.3.1 JOINT MAXIMUM OF 7.5'BELOW THE FINISHED GRADE. B. ALL FIRE SERVICE LINE APPURTENANCES SHALL HAVE A MINIMUM PRESSURE RATING OF 175 PSI. 9. ALL FIRE SERVICE LINES FOUR INCHES IV)AND LARGER SHALL BE CLASS 51 V MIN TO 2 MAX DUCTILE IRON PIPE. 3 FLANGED 10. LINE SIZING:THE DOUBLE CHECK VALVE ASSEMBLY SHALL BE EQUAL IN SIZE TO BOTH THE INCOMING PIPE DIAMETER(UPSTREAM)AND OUTGOING PIPE OS&Y VALVE DIAMETER(DOWNSTREAM). COATED STEEL Z MIN TO TM AX WALL PLATE, CLEARANCE ABOVE DOUBLE CHECK VALVE 5/16'MINIMUM FINISHED FLOOR (MIN.REQUIREMENT) THICKNESS AS INDICATED ON APPROVED PLANS) STANDARD FIRE SERVICE LINE INSTALLATION FOR CLASS I, II,&III SYSTEMS 02660-13 NOT TO SCALE VER FY SCALE! REVISIONS b , DRAWN BY: TEE PROJECT NUMBER a da THESE RINTS MAY BE N0. DESCRIPTION DATE BY = '>>, 5305.003 REDUCED LINE BELOW Morrison 2880Tinrar,Technology Blvd.W. KID.BY: MARRIOTT SPRINGHILL SUITES 1 REVISIONS TO SANITARY SEWER SERVICE&WATER MAIN EXTENSION 01122/2016 TEE Bozeman,MT 59718 SHEET NUMBER MEASUR S ONE INCH ON HOM C.% APPR.BV: ORIGI AL DRAWING- � Q BOZEMAN MONTANA 8 2 ELIMINATION OF LOOPED WATER MAIN EXTENSION 02/26/2016 TEE M a i e r I e No.14769 PE Ws DATE: 12/2015 DRAWING NUMBER 3 REVISED PROJECT VERTICAL DATUM-RAISE t1.6435 FT 04113/2016 TEE Phone:(406)587-0721 %/� OZ/05/10/6 2; Fax: 406 9 O.A.REVIEW Cry 2 1 MODIFY SC LE ACCORDINGLY! engineers surveyors planners scientists ( ) 22-6702 `4(I /`CENS ���?' gy. FIRE SERVICE LINE DETAILS JiL 1 IIr NAL��.�" DATE:N:\5305\ \ACAD\Record Drawings\5305003 C321 Fire-Service-Line-Details.dwg Plotted by chip nielsen on Feb/8/2018 cowRlcnr m MORRIsoN-MU wzom ERLE, c.. '«u���� NOTES BY SYMBOL: 1.50%SLOPE(AB) OCORE DRILLED EXISTING 48"SANITARY SEWER MANHOLE AND INSTALLED NEW O INSTALLED tfi LF OF 8"SDR 35 PVC SANITARY SEWER SERVICE @ 1ffl!-R -F90T-SLVPE 8"SDR 35 PVC SANITARY SEWER SERVICE WITH NEW 8'PVC INV IN=t4715.Z2 4715.70(AB) CHANNEL MODIFICATIONS WERE REQUIRED TO DIRECT FLOW PER SANITARY SEWER SERVICE&STORM DRAIN CROSSING 8'x4"SS SERVICE DO CITY OF BOZEMAN STANDARD DRAWING NO.02720-7 O7 1.50%SLOPE(AS) 8'SDR 35 PVC SANITARY SEWER INV=t/718.568 SOFFIT=t4719.24 RIM=472223 1 4 O INSTALLED t17 LF OF 8"SDR 35 PVC SANITARY SEWER SERVICE @!r-PERFOGT' PE 10"SDR 35 PVC STORM DRAIN INV=t4719.77&SOFFIT=±4720.62 8'PVC INV=47%2R C040 8'SDR 35 PVC 45' 4719.44 OSANITARY SEWER SERVICE 8 EXISTING WATER MAIN CROSSING O 8"SDR 35 PVC 11.25'HORIZONTAL BEND RIGHT HORIZONTAL BEND RIGHT INV=t4718: 8"SDR 35 PVC SANITARY SEWER INV=t4715.83&SOFFIT=t4716.51 ff>, INV=19.4 $ 8"CLASS 51 DIP AWWA C1511NV=±4713.83&SOFFIT=t4714,55 O 8'x4"SANITARY SEWER SERVICE CLEANOUT-SEE DETAIL 4 ON SHEET C040 479.4 9 RIM=4723.68 8'SDR 35 PVC BEGIN 300'RADIUS HORIZONTAL BEND RIGHT 8 -`- 4 'SDR 35 PVC INV=t47f86Z 4719.99(AB) INV=t4T1541g Q75.9/(AB) � � �_ - r^ INSTALLED t33 LF OF 8"SDR 35 PVC SANITARY SEWER SERVICE INSTALLED t6 LF OF 8"SDR 35 PVC SANITARY SEWER SERVICE v/ 10 � /1� O ALONG 300'RADIUS BEND @ 11'PF.REQBT3tOPE 1.50%SLOPE(AB) @ 1.50%R SLOPE PROPERTY _ 8 v BOUNDARY - "SDR 35 PVC 45° BURIED (nPl HORIZONTAL BEND RIGHT Z EXISTING CABLE BURIED 16.50' _ _- INV=t471&36 NEW FIRE HYDRANT _ SEE SHEET POWER,PHONE, ---_.--- gg svC C310 BROADBAND,8 - - - I _ _ 8'x4'SS SERVICE CO < GAS SERVICE �� -Bs svc ,BRIM=4722.37 �4 �Of EXISTING 10.00'WIDE LINES(TYP) �� ss 'C 6 8'PVC INV44719,X C040 L.L EXISTING CABLE PUBLIC UTILITY �>i�Bp _ _ -ss Svc I 54 Q MISTING 8" PEDESTAL EASEMENT _�gcr-�-BP -G - Ss svC u DR 35 PVCT Bp- G 12.00' Q SANITARY EXISTING POWER T BP G- �- _ _ s5 Svc INSTALLED EW LF 8'SDR 35 PVC S WEIR MAIN JUNCTION BOX _ - ss SVC SANI7ARYSEWER SERVICE FIRE PRE 0 BP G- � � INSTALLED t2B LF 8"SDR 35 O @ t0.96% BP G _ - f ��- �� ss svc @ 1.50X STIB'PERFBB�T-S(LAOBPE PRE WSW _PVC SANITARY SEWER SLOPE F--BT BP- -G-C' - - Ss�v 8"x4"SS SERVICE CO -FIRt- IN LL SERVICE @7M-PER U gT BP C RIM=4722,72 4� -FIRE W� i -POSIT E -!= - - SS SVG FIRE W� 1 7 1. 6L0PE tAB) �_d 8'PVC INV=47172Q C040 111Ji1 _ -�' - SS SVC - 4717.96(AS) FIRE-FIRE W�W ss svc (3)t36 LF 8-N-12 HDPE FIRE- w� LL ABANDONED - - UTILITY CULVERTS WS- STORM �- o EXISTING _ - -Ss SVC INSTALLED PER NORTHWESTERN FIRE-FIRE DRAIN(TYP) 4"SS SVC AT svc -ss Svc INSTALLED t93 LF 8'SDR 35 PVC ENERGY SPECIFICATIIONN�FI WOWS- �- - 8 MAIN PER CITY Ss F _ _ - OF BOZEMAN 8"x4"SS SERVICE CO SAN17ARYARY SEW SERVICE -FIRE- W - - - - - - 9 0 STANDARDS S svc Ce FIRE W� &300'RADIUS CURVE PT 1.50%SLOPE(AB)FIRE- W 10 C RIM=4722.15 3 I SS SV 5 8"PVC INV=471923- °� FIRE-FIRE W� - SD SD��TSD SD S /717.00 IA�R Ws.- O�G t8.51' G 4 RRE WS- I\1 ` _ ss� FRE W�`N i ROOF DER(TYP) EXISTING 48"�// GAS LEADER(TYP)�' CONDENSATE SS MH RH0101 J FIRE /W FIRE&DOMESTIC WATER ® SERVICE DRAIN LINE(TYP) OF SERVICE ( s� -� SERVICES SEE SHEET I END OOUTSIDE BUILDING OUDTSIDE BUILDING RIM=t4723.18 I IRE W _ - LINE(TYP) 8'PVC INV=i47+9.ZZ 8'PVC INV=4720.13(AB) 8'PVC INV OUT FIE W�_ _ C320 t NEW LUMINAIRE 8 POLE BASE(TYP) FIRE&DOMESTIC WATER (N)=t4715.11 REFER TO ELECTRICAL DRAWINGS SERVICES-SEE SHEET y0 m FOR CONSTRUCTION DETAILS (-J J EXISTING 8"CLASS 51 DIP� SUBSURFACE STORM WATER AWWA C151 WATER MAIN(TYP) RETENTION SYSTEM(TYP) I I 5o O O TELEPHONE, LOT 5 BLOCK 2 CABLE TV(BROADBAND), 1 EXISTING UT LI WIDE 8 POWER SERVICE LINES u Pu6ucuTLln -- LEWIS&CLARK EASEMENT y • p COMMERCIAL SUBDIVISION SPRIf1GHILL SUITES TOTAL SITE AREA:3.641 ACRES @ o "� kamott 0 (158,602 SF) C) F.F.ELEV=4726.10 ,J 20.00'WIDE t 3.00' J BUILDING& T PARKING SETBACK 6 I TRANSFORMER N PAD NEW SITE BOLLARD LIGHT(TYP) 3.65' 6.00'-} LOCATION O I REFER TO ELECTRICAL DRAWINGS (n FOR'01STRUCTION DETAILS APPROXIMATE a LOCATION OF 1 EXISTING BURIED POWER&GAS LINES(TYP) i - _ - SANITARY SEWER SERVICE COORDINATE TABLE GRID GRID - GENERAL NOTES: DESCRIPTION OF FEATURE OR FITTING NORTHING EASTING LEGEND CORE DRILLED EXISTING 48"SANITARY SEWER MANHOLE& 532956.17 1570140.26 , . . -. 1. ALL IMPROVEMENTS ON THIS PROJECT WERE COMPLETED IN ACCORDANCE WITH THE 5, THE LOCATION,DEPTH,AND SIZE OF THE EXISTING UTILITIES SHOWN ON THESE PLANS IS INSTALLED NEW 8"SDR 35 PVC SANITARY SEWER SERVICE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS,6TH EDITION DATED APRIL 2010 APPROXIMATE.THE CONTRACTOR VERIFIED THE EXISTENCE,LOCATION,DEPTH,AND SIZE OF 8'SDR 35 PVC SS SERVICE 300'HORIZONTAL RADIUS PC 532959.54 1570156.30 EXISTING ASPHALT (MPWSS);THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS;AND THE PROJECT THE UTILITIES PRIOR TO CONSTRUCTION.THE CONTRACTOR WAS SOLELY RESPONSIBLE FOR 8'SDR 35 PVC SS SERVICE HORIZONTAL 300'RADIUS PT 532964.55 1570189.02 SPECIFICATIONS. ANY DAMAGE TO THE EXISTING FACILITIES DUE TO FAILURE TO LOCATE OR PROPERLY INSTALLED 8'x4"SS SERVICE CLEANOUT ASSEMBLY-COVER 532964.62 1570189.76 Know what's below. 2. THE CONTRACTOR RESTORED ALL ROADWAY SURFACES TO EQUAL OR BETTER CONDITION PROVIDE PROTECTION WHEN LOCATION IS KNOWN. INSTALLED 8"x4"SS SERVICE CLEANOUT ASSEMBLY-COVER 532973.61 1570282.31 CBI)before you dig. EXISTING CONCRETE THAN EXISTED PRIOR TO EXCAVATION AS DETERMINED BY AGENCY, OWNER,AND/OR 6. SEWER AND WATER CONNECTIONS WERE PERFORMED BY A LICENSED PLUMBER. INSTALLED 8"45"HORIZONTAL BEND SS RIGHT 532983.66 570385.88 ENGINEER. 7. DETECTABLE WARNING TAPE WAS INSTALLED,CENTERED OVER SANITARY SEWER SERVICE SS SERVICE CLEANOUT A EMBLY COVER 32982.89 1570386.87 BY AGENCY AND/OR ENGINEER. TWENTY-FOUR INCHES(24')BELOW FINISH GRADE. GRAPHIC SCALE - 5 3. ASPHALT,CONCRETE CURB,AND SIDEWALK SHALL WAS SAW CUT OR NEAT CUT AS APPROVED LINE. TAPE WAS INSTALLED A MINIMUM OF EIGHTEEN INCHES (18')AND MAXIMUM OF INSTALLED 8'x4" 10 5 0 5 10 XX SHEET NUMBER INSTALLED 8"45"HORIZONTAL BEND RIGHT 532979.43 1570391.30 REFERENCE INSTALLED ITA'SS SERVICE CLEANOUT ASSEMBLY,COVER 532978.18 1570391.46 4. ALL TEXT AND FEATURES SHOWN SHADED ARE EXISTING.SEE SHEET C100 FOR MORE B. GENERAL CONTRACTOR COORDINATED DRY UTILITYAND IRRIGATION REQUIREMENTS. INSTALLED 8'11.25-HORIZONTAL BEND RIGHT 532950.63 1570394.85 COMPLETE DEPICTION OF EXISTING IMPROVEMENTS. (IN FEET) INSTALLED 8'x1"SS SERVICE CLEANOUT ASSEMBLY-COVER 532949.53 1570394.77 1 INCH=10 FT TEMPORARY END OF 8"SDR 35 PVC SANITARY SEWER 532944,21 1570394.37 11x17 HORIZONTAL SCALE:1"=20' SERVICE AT 5.00'OUTSIDE OF BUILDING VER Il'SCALE! REVISIONS bN sA'.,,I II DRAWN BY: TEE PROJECT NUMBER THESE RINTS MAYBE NO. DESCRIPTION DATE BY Morrison 5305.003 REDUC D.LINEBELOW 2880Techn NIT 5lV1 W. _ ICD.sv: MARRIOTT SPRINGHILL SUITES MEASU S ONE INCH ON 1 REVISIONS TO SANITARY SEWER SERVICE 01/22/2016 TEE Bozeman,M7 59718 SHEET NUMBER ORIGI AL DRAWING. ■■ THOM °. APPR.ev: BOZEMAN MONTANA 9 2 REMOVAL OF LOOPED WATER MAIN EXTENSION 04/13/2016 TEE M a i e r l e J No.14769 PE W� DATE: 12/2015 DRAWING NUMBER 3 REVISED PROJECT VERTICAL DATUM-RAISE t1.6435 FT 04113/2016 TEE Phone:(406)587-0721 2-i lanners scientists SANITARY SEWER SERVICE r�yF` �Z�05i10/B �- MODIFY SC Fax:(406 ALE 4 REVISE SANITARY SEWER SERVICE SLOPE 04/14/2016 TEE engineers surveyors p )922-6702 4,14/xDEN C.A.REVIEW &DRY UTILITIES C3 3 0 C�` NA5305\0 3WCAD\Record Drawings\5305003 C330 Sanitary-Sewer-Service+Dry-Utilities.dwg Plotted by chip nielsen on Feb/6/2018 COPYRIGHrm MORRISON-MAIERLE.INC.,sole aII BY:NAL�,. DATE: