Loading...
HomeMy WebLinkAboutComfort Suites Site Plan SCHEDULE OF DRAWINGS COMFORT SUITES SITE PLAN N SHEET NUMBER DESCRIPTION CONSTRUCTION SET/RECORD DRAWINGS GO.O COVER SHEET SECTION 26,T01 S,R05 E,TRACT A-1 E2 SEC 35&SE4 SEC G1.0 GENERAL NOTES 26 1S 5E 28.03AC COS 1827 Gallatin County Montana CW-1 WATER MAIN PLAN AND PROFILE ' �, CW-2 FIRE SERVICE PLAN AND PROFILE NE CS-1 SEWER PLAN AND PROFILE L\ Moes Bd a Rd. CR-1 CATAMOUNT STREET PLAN & PROFILE west Lnae Rd. ' 90 Q CR-1.1 CATAMOUNT STREET SIGN PLAN C3.0 SITE GRADING PLAN SCALE C3.1 SITE STORM DRAINAGE PLAN a FULL — 1-30' — 22X34 CD-1 DETAIL SHEET HALF — 1-60' — 11X17 veue enee, �S P R O D C T M000e enneek tag q �n Simmenlal Trail z Deadmans Gl11CM1 Ct I j\ \ VICINITY MAP NORTH NO SCALE \ \ I I I PROPE TY LINE 40'MDE HI(3 "PRESSORE s1 v I v b I U, I I \\ GAS LINE RIGHT-OF-WAY �ASEgENT.-BK-T00 I APP.GE TERLINE OF ITCH GAS MAIN TO BE RE OCATED \ 1 I \ I \IN 2012. I � \ IL L L L11 0® ® ® ® STREAM S, I P OPERTY LINE V 4 4 I 50.00' All DIRECTIONAL II I SIGN DIRECTIONAL SIGN- \� 3-STORY HOTEL I \ \ 80 ROOMS I I I I b 0 0 ENAR J C OSURE \ �° SNOW STORAGEAREA �N wF L 3 \ RCPA WTAMO NT ST - - - 26 35— ---------------------------------------------------------- ------------------------------------------------------------------------------------ t--- ------------ --------- --------- ------------------ ------- PROPERTY LINE \ I —RE �-+ � CV V VERIFY SCALE! REVISIONS DRAWN BY: MEE PROJECT NUMBER THESE PRINTS MAYBE NO. DESCRIPTION DATE BY 2605.024 REDUCED.LINE BELOW M 0 RRI S 0 N 901 Technology Blvd. CHK'D.BY: MEASURES ONE INCH ON 1 TRUCK ROUTE REVISION 6-03-11 JAU Engineers Bozeman,MT 59718 � '�, COMFORT SUITES SITE PLAN SHEET NUMBER ORIGINAL DRAWING. sNn,ayDrsMATTHEw E w APPR.BY: BOZEMAN MONTANA 1 Scientists EKSTROM w; DATE: 08/2012 MAIERLE INC. Planners Phone:(406)587-0721 'y 10853PE 2 CIA.REVIEW DRAWING NUMBER MODIFY SCALE ACCORDINGLY! Fax:(406)587-1176 s <�C p C�= G0.0 An Employee-Owned Company `�„y�L eNSE�� BY. COVER SHEET N:\2605\024\ACAD\Sheets\l-GO-COVER ASBUILT.dwg Plotted by ell a.Shuford on Feb/26/2014 coPYRIGHr—OFRISON-MAIERLE,INC.,zo�a "`��NAL"` DATE: GENERAL NOTES: GENERAL UTILITY NOTES: LEGEND 1. STANDARD SYMBOLS AND LINE TYPES ARE SHOWN IN THE LEGEND.SOME SYMBOLS OR LINE TYPES SHOWN MAY NOT BE 1. THE LOCATION,DEPTH,AND SIZE OF EXISTING UTILITIES SHOWN ON THESE PLANS IS APPROXIMATE.THE CONTRACTOR SHOWN ON THE PLANS. SHALL FIELD VERIFY THE EXISTENCE,LOCATION,DEPTH,SIZE,LINE,AND GRADE OF EXISTING UTILITY CONNECTIONS PRIOR 2. IN GENERAL,EXISTING STRUCTURES AND FACILITIES ARE NOTED AS"EXISTING"AND ARE SHOWN IN LIGHT LINE WEIGHTS TO CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO THE EXISTING FACILITIES OR AS SCREENED BACKGROUND.NEW STRUCTURES OR FACILITIES ARE SHOWN IN HEAVY LINE WEIGHTS. DUE TO FAILURE TO LOCATE OR PROVIDE PROPER PROTECTION WHEN LOCATION IS KNOWN. EXISTING FIRE HYDRANT SS SS PROPOSED GRAVITY SAN SEWER SERVICE 2. LOCATION OF SITE UTILITIES SHALL BE VERIFIED BY GENERAL CONTRACTOR AND THE UTILITY COMPANY PROVIDING ( EXISTING WATER VALVE -SS FM ss FM PROPOSED PRESSURIZED SAN SEWER SEF SERVICE.ANY PROPOSED ADJUSTMENTS TO DRY UTILITY LOCATION SHALL BE COORDINATED WITH UTILITY COMPANIES. 0 EXISTING SANITARY SEWER MANHOLE ws ws PROPOSED DOMESTIC WATER SERVICE CONSTRUCTION NOTES: 3. PRIOR TO SUBMITTING PIPING DRAWINGS FOR ANY NEW PIPE THAT IS TO CONNECT TO AN EXISTING PIPE OR STRUCTURE, 1. ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THE MONTANA PUBLIC WORKS THE CONTRACTOR SHALL EXPOSE THE EXISTING PIPE OR STRUCTURE TO VERIFY ITS EXACT LOCATION,SIZE,MATERIALS, 5D ® EXISTING STORM DRAIN FACILITIES FIRE FIRE PROPOSED FIRE SERVICE STANDARD SPECIFICATIONS, 6TH EDITION DATED APRIL 2010(MPWSS);THE CITY OF BOZEMAN MODIFICATIONS TO THE INVERT ELEVATIONS,AND GRADE. 8 EXISTING FIBERITELEPHONE FACILITIES UTIL UTIL PROPOSED UTILITY CONDUIT MPWSS;THE CITY OF BOZEMAN DESIGN STANDARDS AND SPECIFICATIONS POLICY;AND THE PROJECT SPECIFICATIONS. 4. THE CONTRACTOR SHALL NOTIFY THE MONTANA ONE CALL CENTER/UDIG @ 811 OR(800)551-8344 FOR ON-SITE UTILITY `Q, E ® H L EXISTING ELECTRICAL FACILITIES IRRIc IRRIG PROPOSED IRRIGATION SLEEVE 2. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE DIVISION OF INDUSTRIAL REGULATIONS(OSHA)SAFETY STANDARDS.IF LOCATION.ALL EXISTING UTILITIES SHALL BE MARKED BEFORE DIGGING. REQUESTED BY THE INSPECTOR,THE CONTRACTOR SHALL PROVIDE PROOF OF A PERMIT FROM SAID DIVISION. 5. SITE TO BE ROUGH GRADED PRIOR TO INSTALLATION OF UTILITIES TO ASSURE 6.5 FEET(78 INCHES)OF MINIMUM COVER ON © EXISTING GAS FACILITIES EXISTING BUILDING 3. THE CONTRACTOR'S OPERATIONS SHALL BE CONFINED WITHIN THE PROJECT LIMITS.MATERIALS AND EQUIPMENT SHALL BE BURIED WATER PIPING OR DEEPER AS SPECIFIED.IF 6.5 FEET OF MINIMUM COVER CANNOT BE OBTAINED,INSULATION OF ® EXISTING WELL EXISTING BUILDING ROOF STORED ON THE PROJECT SITE WHERE APPROVED BY THE OWNER.IT SHALL BE UNDERSTOOD THAT THE RESPONSIBILITY BURIED WATER PIPING MAY BE REQUIRED. - EXISTING TRAFFIC SIGN EXISTING CONCRETE FOR PROTECTION AND SAFEKEEPING OF EQUIPMENT AND MATERIALS ON OR NEAR THE SITE WILL BE ENTIRELY THAT OF 6. GENERAL CONTRACTOR SHALL HAVE APPROVAL OF ALL GOVERNING AGENCIES HAVING JURISDICTION OVER ANY UTILITY THE CONTRACTOR AND THAT NO CLAIM SHALL BE MADE AGAINST THE OWNER BY REASON OF ANY ACT OF AN EMPLOYEE SYSTEM PRIOR TO INSTALLATION. ------------ EXISTING CMP CULVERT ------------ EXISTING CURB FACE OR TRESPASSER. 7. CONTRACTOR TO COORDINATE WITH CITY ENGINEER PRIOR TO CONNECTING TO EXISTING WATERLINES OWNED AND ----------- EXISTING RCP CULVERT - - EXISTING CURB FLOWLINE 4. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION. ANY DISCREPANCIES FOUND ARE TO BE MAINTAINED BY THE CITY OF BOZEMAN. --ESD-- EXISTING STORM SEWER MAIN - - - - - - EXISTING TOP BACK OF CURB BROUGHT TO THE ENGINEER'S ATTENTION PRIOR TO COMMENCEMENT OR CONTINUATION OF CONSTRUCTION ACTIVITIES. 8. ALL WATER VALVES OWNED AND OPERATED BY THE CITY OF BOZEMAN SHALL BE OPERATED BY CITY OF BOZEMAN WATER 5. REFERENCE ALL SURVEY MONUMENTS, SECTION CORNERS, 1/4 CORNERS, AND PROPERTY CORNERS PRIOR TO BEING DEPARTMENT PERSONNEL ONLY. --ES-- EXISTING SAN SEWER MAIN EXISTING PARKING STRIPE DISTURBED BY CONSTRUCTION.ANY MONUMENTS AND CORNERS DISTURBED DURING CONSTRUCTION SHALL BE REPLACED g SEWER AND WATER CONNECTIONS SHALL BE PERFORMED BY A LICENSED PLUMBER. --ESS-- EXISTING SAN SEWER SERVICE EXISTING ASPHALT BY A PROFESSIONAL LAND SURVEYOR(PLS)REGISTERED IN THE STATE OF MONTANA. 6. A PRE-CONSTRUCTION MEETING(AS REQUIRED)SHALL BE HELD WITH THE CITY OF BOZEMAN,GENERAL CONTRACTOR,SITE 10. GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR ALL TAP AND TIE IN FEES REQUIRED, AS WELL AS THE COST OF EXISTING FIBER OPTIC - - - - - - EXISTING GRAVEL EDGE SUBCONTRACTOR, MONTANA DEPARTMENT OF TRANSPORTATION (MDT),AND MORRISON-MAIERLE, INC. PRIOR TO THE UNDERGROUND SERVICE CONNECTIONS TO THE BUILDING. -E-E- EXISTING UNDERGROUND POWER ------------ EXISTING SIDEWALK START OF CONSTRUCTION. 11. ALL SANITARY SEWER AND STORM DRAIN PIPING SHALL BE SDR 35 PVC, IN ACCORDANCE WITH ASTM D 3034,UNLESS T EXISTING UNDERGROUND TELEPHONE PROPOSED BUILDING 7. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND THE CITY,COUNTY,AND/OR STATE INSPECTOR 48 HOURS PRIOR TO OTHERWISE NOTED. COMMENCING CONSTRUCTION AND 24 HOURS IN ADVANCE OF SPECIFIC INSPECTION NEEDS DURING THE COURSE OF THE 12. FIRE SERVICE PIPE MATERIAL SHALL BE CLASS 51 DUCTILE IRON MEETING AWWA C151.DOMESTIC WATER SERVICE PIPE C C EXISTING UNDERGROUND CABLE PROPOSED CONCRETE WORK.ALL WORK SHALL BE PERFORMED DURING NORMAL WORKING HOURS AND SUBJECT TO THE AVAILABILITY OF AN MATERIAL SHALL BE TYPE KANNEALED COPPER MEETING AWWA STANDARD C800. G G EXISTING GAS LINE - - PROPOSED CURB FLOWLINE INSPECTOR AND APPROVED BY THE ENGINEER.THE CONTRACTOR WILL BE BILLED FOR SAID INSPECTION SERVICES AS 13. DIMENSIONS SHOWN ARE TO CENTERLINE OF PIPE OR FITTING. OHF EXISTING OVERHEAD POWER PROPOSED TOP BACK OF CURB PROVIDED IN THE MOST RECENTLY ADOPTED FEES FOR SUCH SERVICES. 8. THE CONTRACTOR SHALL PERFORM ALL CONSTRUCTION ACTIVITIES IN A MANNER TO MINIMIZE INCONVENIENCE TO THE 14. THE PIPE GRADES SHOWN ARE CALCULATED FROM ACTUAL DISTANCES,EDGE OF MANHOLE TO EDGE OF MANHOLE FOR OHT OHT EXISTING OVERHEAD TELEPHONE PROPOSED PARKING STRIPE BOTH SANITARY SEWER AND STORM DRAIN AS APPLICABLE.THE DISPLAYED PIPE LINEAL FEET REFLECTS THE DISTANCE ADJACENT BUSINESSES AND/OR RESIDENCES. FROM CENTER OF MANHOLE TO CENTER OF MANHOLE ON ALL GRAVITY PIPING. P P EXISTING PETROLEUM LINE PROPOSED ASPHALT 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL PUBLIC AND PRIVATE PROPERTY INSOFAR AS IT MAY BE 15. LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION POINTS. --EW-- EXISTING WATER MAIN PROPOSED GRAVEL EDGE AFFECTED BY THESE OPERATIONS,ALL COSTS FOR PROTECTING,REMOVING,AND RESTORING EXISTING IMPROVEMENTS SHALL BE BORNE SOLELY BY THE CONTRACTOR. 16. SIZE OF FITTINGS SHOWN ON DRAWINGS SHALL CORRESPOND TO ADJACENT STRAIGHT RUN OF PIPE,UNLESS OTHERWISE --Ews-- EXISTING WATER SERVICE PROPOSED SIDEWALK 10. THE CONTRACTOR SHALL AT ALL TIMES TAKE WHATEVER MEASURES ARE NECESSARY TO ASSURE THE PROPER INDICATED.TYPE OF JOINT AND FITTING MATERIAL SHALL BE THE SAME AS SHOWN FORADJACENT STRAIGHT RUN OF PIPE. •» PROPOSED SAN SEWER CLEANOUTS GRAPHICAL SIDEWALK JOINT CONTAINMENT AND DISPOSAL OF POLLUTANTS ON THE SITE IN ACCORDANCE WITH ANY AND ALL APPLICABLE LOCAL,STATE, 17. THRUST BLOCKS ARE NOT GENERALLY SHOWN ON THE DRAWINGS. ALL BURIED PIPING SPECIFIED TO BE PRESSURE AND FEDERAL REGULATIONS. TESTED,EXCEPT WELDED,GROOVED END,OR SCREWED PIPING,SHALL BE PROVIDED WITH THRUST PROTECTION AT ALL ■ PROPOSED STORM DRAIN INLET PROPOSED ASPHALT GRADE BREAK 11. THE CONTRACTOR SHALL IMMEDIATELY CLEAN UP ANY CONSTRUCTION MATERIALS INADVERTENTLY DEPOSITED ON DIRECTION CHANGES,UNLESS OTHERWISE NOTED. • PROPOSED STORM DRAIN MANHOLE -4655- EXISTING MAJOR CONTOUR EXISTING STREETS, SIDEWALKS, OR OTHER PUBLIC RIGHTS-OF-WAY AND MAKE SURE STREETS AND WALKWAYS ARE 18. ALL VALVES SHALL BE INSTALLED WITH THRUST BLOCKING AND VALVE BOXES IN ACCORDANCE WITH MPWSS AND CITY OF -So-so- PROPOSED STORM DRAIN - -4654- - - EXISTING MINOR CONTOUR CLEANED AT THE END OF EACH WORKING DAY. BOZEMAN STANDARDS. 19. VALVE BOXES REQUIRED FOR ALL VALVES IN A BURIED SERVICE. Ro Ro PROPOSED ROOF DRAIN 4655 PROPOSED MAJOR CONTOUR 12. CONSTRUCTION WORK ZONE TRAFFIC SIGNS SHALL FURNISHED, INSTALLED,AND MAINTAINED IN ACCORDANCE WITH PERF PERF PROPOSED PERFORATED DRAIN PIPE �654.50 PROPOSED MINOR CONTOUR APPLICABLE REQUIREMENTS OF THE REGULATORY AGENCIES HAVING JURISDICTION.A TRAFFIC CONTROL PLAN,PREPARED 20. ALL FITTINGS,INCLUDING BENDS EQUAL TO OR GREATER THAN TWENTY-TWO AND ONE-HALF DEGREES(22.5°),TEES,AND BY THE CONTRACTOR,MAY BE REQUIRED BY THE CITY OR STATE."CONSTRUCTION AHEAD"WARNING SIGNS ARE TO TO BE PLUGS,SHALL BE THRUST BLOCKED IN CONFORMANCE WITH MPWSS OR MUST HAVE MECHANICALLY RESTRAINED JOINTS INSTALLED ALONG ADJACENT ROADS OR DRIVEWAYS.FLASHERS WITH CAUTION TAPE ARE TO BE INSTALLED WHERE ANY WHERE INDICATED ON THE PLANS. CONSTRUCTION ACTIVITY CROSSES A SIDEWALK OR PEDESTRIAN PATH IN ACCORDANCE WITH THE SPECIFICATIONS AND 21. ALL WATER,STORM DRAIN,AND SANITARY SEWER LEADS TO BUILDING SHALL END 5 FEET OUTSIDE THE BUILDING LIMITS ANY OR ALL LOCAL REGULATIONS. AND SHALL BE PROVIDED WITH A TEMPORARY PLUG AT END. ABBREVIATIONS 13. NO STOPPING, PARKING, OR STORING OF CONSTRUCTION MATERIALS IN THE PUBLIC STREETS OR ANY DRIVEWAY IS AC ASPHALTIC CONCRETE,ALUMINUM CAP EX EXISTING OHP OVERHEAD POWER 22 FIRE SERVICE LINE SHALL BE INSTALLED FROM MAIN TO OS&Y VALVE INSIDE BUILDING(REFER TO ARCHITECTURAL PLANS) ALLOWED. BY SITE UTILITY CONTRACTOR. ADA AMERICANS WITH DISABILITIES ACT EXT EXTERIOR PC POINT OF CURVE 14. THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL OR BETTER CONDITION THAN EXISTED PRIOR TO ADDL ADDITIONAL FDN FOUNDATION PI POINT OF INTERSECTION EXCAVATION AS DETERMINED BY AGENCY,OWNER,AND/OR ENGINEER. 23. REFER TO BUILDING PLAN FOR LOCATION OF SEWER, DOMESTIC, FIRE,ROOF DRAIN(AS APPLICABLE), AND IRRIGATION CONNECTIONS. ADJ ADJACENT,ADJUST FETS FLARED END TERMINAL SECTION PL PROPERTY LINE 15. ASPHALT,CONCRETE CURB,AND SIDEWALK SHALL BE SAW CUT OR NEAT CUT AS APPROVED BY THE ENGINEER. 24. THE CONTRACTOR SHALL ADJUST ALL NEW AND EXISTING VALVE BOXES,CURB BOXES,AND MANHOLES TO FINAL GRADE AFF ABOVE FINISHED FLOOR FF FINISHED FLOOR PRELIM PRELIMINARY 16. THE CONTRACTOR SHALL UTILIZE COMPACTION EQUIPMENT SUITABLE FOR THE SOIL TYPES AND SURFACE MATERIALS UPON COMPLETION OF ALL CONSTRUCTION. ANY BOXES OR MANHOLES DAMAGED OR OTHERWISE DISTURBED BY THE ALT ALTERNATE FG FINISHED GRADE PROP PROPERTY ENCOUNTERED ON THE PROJECT. CONTRACTOR OR ANY SUBCONTRACTOR SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR.THIS WORK SHALL ARCP ARCHED REINFORCED CONCRETE PIPE FHYD FIRE HYDRANT PT POINT,POINT OF TANGENCY 17. SUBGRADE,SUB-BASE,BASE,AND SURFACE COURSE COMPACTION SHALL CONFORM TO ALL APPLICABLE SPECIFICATIONS BE INCIDENTAL TO THE PROJECT.SEPARATE PAYMENT WILL NOT BE MADE. AVG AVERAGE FL FLOWLINE PVC POLYVINYL CHLORIDE NOTED IN THE MPWSS; CITY OF BOZEMAN STANDARD MODIFICATIONS TO THE MPWSS; CITY OF BOZEMAN DESIGN 25. WATER MAIN /SERVICE INSULATION BOARD SHALL BE FOAMULAR 400 AS DISTRIBUTED BY UC INDUSTRIES, INC. OR BC BUILDING CORNER FUR FLOOR RACET ROAD APPROACH CULVERT STANDARDS AND SPECIFICATIONS POLICY;AND/OR THE GEOTECHNICAL INVESTIGATION BY ALLIED ENGINEERING SERVICES, STYROFOAM HIGH LOAD 60 BY DOW CHEMICAL MEETING THE TEST CRITERIA AASHTO SPECIFICATIONS M 230-70 BFF BELOW FINISHED FLOOR FT FOOT,FEET END TERMINAL INC.DATED MAY 2012(PROJECT 12-044). (POLYSTRENE)OR AN APPROVED EQUAL.USE(1)-2"THICK BOARD FOR EVERY 1'OF NATIVE COVER/BACKFILL. BH BOREHOLE FTG FOOTING R,RAD RADIUS 18. CONCRETE SHALL BE CLASS M-4000 UNLESS OTHERWISE SPECIFIED. PROJECT CONTACT LIST BLDG BUILDING GA GAGE,GAUGE RCP REINFORCED CONCRETE PIPE 19. NO CURB AND GUTTER SHALL BE PLACED WITHOUT A FINAL FORM INSPECTION BY THE OWNER OR HIS AUTHORIZED BM BENCHMARK GAL GALLON RD ROAD,ROOF DRAIN REPRESENTATIVE. BRG BEARING GB GRADE BREAK REF REFERENCE 20. CONTRACTION JOINTS SHALL BE CONSTRUCTED BY SAWING OR SCORING.WHEN SCORING,A TOOL SHALL BE USED THAT CONTACT BW BOTTOM OF WALL GFA GROSS FLOOR AREA RT RIGHT WILL LEAVE CORNERS ROUNDED AND TO DESTROY AGGREGATE INTERLOCK FOR SPECIFIED MINIMUM DEPTH. SECTION PURVEYOR ADDRESS PERSON PHONE NO. CHK CHECK GND GROUND R/W,ROW RIGHT-OF-WAY 21. GRADE ELEVATIONS INDICATED BY"XX.XX"ON PLANS ARE+4600'TO PROJECT DATUM. Cl CAST IRON HC HANDICAP S SOUTH 22. SIDE SLOPES FROM DRIVE AND PARKING AREAS SHALL BE 4:1 MAX UNLESS OTHERWISE SPECIFIED. ELECTRIC& NORTHWESTERN 121 EAST GRIFFIN ANDREA CIRC CIRCULAR HDPE HIGH DENSITY POLYETHYLENE SAN SANITARY GAS ENERGY BOZEMAN MT 59715 BUFFINGTON (406)582-4631 CL CENTERLINE HORIZ HORIZONTAL SCH SCHEDULE 23. CONTRACTOR IS RESPONSIBLE FOR VERIFYING THAT THERE IS A CONSTRUCTION PERMIT APPROVED THE MONTANA DEPARTMENT OF ENVIRONMENTAL QUALITY(MDEQ)OR LOCAL GOVERNING AGENCY AS APPROPRIATE FOR THE CONTROLROL , CMP CORRUGATED METAL PIPE HP HIGH POINT SO STORM DRAIN OF STORM WATER RUNOFF. IF THERE IS NOT AN APPROVED PERMIT,THE CONTRACTOR SHALL BE RESPONSIBLE FOR 2707 WEST MAIN STREET JASON CMU CONCRETE MASONRY UNITS HT HEIGHT SE SOUTHEAST OBTAINING THE NECESSARY APPROVALS FROM MDEQ OR THE LOCAL GOVERNING AGENCY. TELEPHONE CENTURYLINK BOZEMAN,MT 59718 WISEMAN (406)585-2354 CO CLEANOUT HYD HYDRANT SEC SECTION COB CITY OF BOZEMAN ID INSIDE DIAMETER SPEC SPECIFICATION WATER&SANITARY 20 EAST OLIVE STREET JOHN CONC CONCRETE IE INVERT ELEVATION SO FT,SF SQUARE FOOT SEWER CITY OF BOZEMAN BOZEMAN,MT 59715 ALSTON (406)582-3200 COORD COORDINATE IN INCH STA STATION CP CONTROL POINT INSUL INSULATE SS SANITARYSEWER BROADBAND BRESNAN 511 WEST MENDENHALL STREET TODD CTR CENTER INT INTERIOR STD STANDARD DETAIL AND SECTION DESIGNATION CABLE COMMUNICATIONS BOZEMAN,MT 59715 JENSEN (406)522-3958 CU CUBIC INV INVERT SVC SERVICE CU FT,CF CUBIC FEET LAT LATITUDE SW SIDEWALK,SOUTHWEST SECTION(LETTER)OR MORRISON- 2880 TECHNOLOGY BLVD W CHRISTINE CULV CULVERT LF LINEAR FEET TB THRUST BLOCK DETAIL(NUMERAL) ON DRAWING WHERE SECTION ENVIRONMENTAL MAIERLE,INC BOZEMAN,MT 59718 PEARCY (406)587-0721 CU YD,CY CUBIC YARD LONG LONGITUDE,LONGITUDINAL TBC TOP BACK OF CURB DESIGNATION OR DETAIL IS TAKEN: D&L D&L FOUNDRY AND SUPPLY LT LEFT TEMP TEMPORARY,TEMPERATURE -� DRAWING NUMBER 201 SOUTH WALLACE AVENUE DEL DOUBLE MAX MAXIMUM TOC TOP OF CONCRETE WHERE SHOWN ARCHITECT OF JDS ARCHITECTS,INC SUITE A1A JESSE /X_X CONTENT SOBREPEN (406)556-8080 DI DUCTILE IRON,DRAIN INLET MFD IN TRANS TRANSITION BOZEMAN,MT 59715 ON DRAWING WHERE SECTION DIA,41 DIAMETER MFR MANUFACTURER TW TOP OF WALL OR DETAIL IS SHOWN: ENGINEER OF MORRISON- 2880 TECHNOLOGY BLVD W MATT DIM DIMENSION MH MANHOLE TYP TYPICAL DRAWING NUMBER(S) CONTENT MAIERLE,INC BOZEMAN,MT 59718 EKSTROM (406)587-0721 DIR DIRECTION MIN MINIMUM UG UNDERGROUND DRAWING NUMBER WHERE TAKEN DTL DETAIL MISC MISCELLANEOUS UTIL UTILITY (OR SAME DRAWING) LANDSCAPE CUSTOM EARTH 859 JESSIE WAY CHAD DWG DRAWING MPWSS MONTANA PUBLIC WORKS STANDARD VERT VERTICAL ARCHITECT DESIGN STUDIO BOZEMAN,MT 59715 REMPFER (406)539-7030 E EAST SPECIFICATIONS VOL VOLUME EA EACH,EDGE OF ASPHALT N NORTH W WEST CITY PLANNING 20 EAST OLIVE STREET DOUG EC EDGE OF CONCRETE NE NORTHEAST W/ WITH &ZONING CITY OF BOZEMAN BOZEMAN,MT 59715 RILEY (406)582-2260 EG EDGE OF GRAVEL,EXISTING GROUND NIC NOT IN CONTRACT W/O WITHOUT • EJIW EAST JORDAN IRON WORKS NOM NOMINAL WV WATER VALVE VALLEY CENTER MONTANA 907 NO ROB EL,ELEV ELEVATION NTS NOT TO SCALE XFMR TRANSFORMER NORTH ROUSE AVENUE © ROAD DEPARTMENT OF PO BOX 1110 BUKVICH (406)556-4700 ELEC ELECTRIC,ELECTRICAL NW NORTHWEST RIGHT-OF-WAY TRANSPORTATION BOZEMAN,MT 59771-1110 ENGR ENGINEER OC ON CENTER RECORD DRAWING Know what's below. 20 EAST OLIVE STREET DUSTIN EP EDGE OF PAVEMENT OD OUTSIDE DIAMETER Cal before you dig. CITY ENGINEERING CITY OF BOZEMAN BOZEMAN,MT 59715 JOHNSON (406)582-2280 VERIFY SCALE! REVISIONS b�:( ;q DRAWN BY: TEE PROJECT NUMBER THESE PRINTS MAY BE NO. DESCRIPTION DATE BY 2605.024 REDUCED.LINE BELOW MORRISON 28Bo Technology MT Blvd.W. CHK'D.BY: MEE COMFORT SUITES MEASURES ONE INCH ON Engineers Bozeman,MT 59718 ''. SHEET NUMBER i Surveyors �x MATTHEW E �% APPR.BY: MEE BOZEMAN MONTANA 2 ORIGINAL DRAWING IJ Scienti5t5 S� EKSTROM I+� MAIERLE INC. =s DATE: 08/2012 Planners Phone:(406)587-0721 10853PE DRAWING NUMBER 7 MODIFY SCALE ACCORDINGLY! An Employee-Owned Company Fax:(406)922-6702 /DENS Q.A.REVIEW GENERAL NOTES,LEGEND,&ABBREVIATIONS GI.O 4,s E-��� BY: N.\2605\024VACAD\Sheets\2-G1-0 General-Notes_Legend+Abbreviations.dwg Plotted by ell a.Shuford on Feb/26/2014 COPYRIGHT®MORRSON-MAIERLE,INC.,z 4 `'<<QNAL�,.�� DATE: INSTALL 37 LF OF 8" DIP WITH I I \ I \ :777_7� _ 8" END CAP THRUST BL / 4" FIRE SERVIC� (SEE 3�00 S.F. - � �� --� S_ 8+78.9 LT 10.8' INSTALL 8"x4" p I� STA 4+61.7 LT 10.8' INSTALL 8 �NI I � -A�'�N PI1� ���� ��I�LIRE / END CAP AND THRUST BLOCK - TEE, " GATE VALVE LT 29.5', AND AND BLOW OFF HYDRANT PER _ _________ INSTALL 50 LF OF 4" \/ \ (,A - STA 11+10.8 LT1 .8 INSLL \C.O.B. STANDARDS SEE D IL ON SHEET CD 1 8" T E 8" GATE VALVE AN 1 X\ os ❑ X� THRU T BLOCK LF > �_ 11 11.25' BEND `a =A I.. I I A 13+16 h QA AMOUNT ROAD =4657 r,Boa___ � _ 2 0� +00 LAWL STA 8+ 4.7 LT 10.8' INSTALL ------ -------o -------- ----Z1 { - - � - - - - - ------ -- --- 8" TEE AND THRUST BLOCK --- � ---- -��/ T--- l'`------- - - --- --- --- --- --------- -� q-- ------_ STA +34.7 LT\,0.8' TALI-9-GATE\ �� / \ �I1 N \ / ALVE, VALVE BOX, \ // / Ts A e-f - / 8-INCH / AND THRUST BLOCK \ / / ./ $ .9 LT 10.8� / WATER MAIN �J$ALL 8%4' TEE, 4" GATE 1 /� c ✓� V/ALVE LT 29.5', AND THRUST \2„Hf6H PRESSURE GAS MAIN. INSTALL 49 LF OF 8" `'� STA 8+29.7 LT 10.8 INSTALL 8" li'X8" TEE STA 13+24.6 CONN CT T EXISTING \ \ < �o / // BLOCK. INSTALL 29 LF OF �' ( f \ COf,VTRACTO�T�O COORDINATE WITH DIP WITH 8" END CAP P FIRE HYDRANT LEAD AND THR ST/BLO P�R/ XDIP 12" DIP MAIN, INSTALK 8"x1 " TAPPING \ l AND THRUST BLOCK C.O.B. STANDARDS. INSTALL f�7 TEE, 8" GATE VALV VALV BOX, AND TOM CADDY(406j�491-1087 WI / HYDRANT LEAD. INSTALL/FIRE DRANT A / THRUST BLOCK. B. T MAKE THE �,, c\ 12" HH PRESSURE GAS MAIN / NORTHWESTERN ENERGY BEFORE ANY 21.5' PER C.O.B. STA P,FEDS // / TO B RELOCATED JULY OF 2012. TAP @ C TRACTOR S EXPENSE C 0 i 4656 a ILL 1"=30' - 22X34 ROAD/WATER MAIN CONSTRUCTION. / /// /A/ // I I 1\1 H L� 1" 60' - 1,x17 In WATER MAIN PROFILE 4665 4665 �1 4660 FINISHED GRADE !-II 4660 PROPOS D cULVER EXISTINC CULVERT INSTAL 10 LF EXISTING PRESSURE INSI GFNFR TION ( P), SEE II RELIEF VAULT 4655 4655 19"HIrHP1IFqqIIRFrAq AK- MIN. I& ER - __ _ CONNECT TO Ify .O.P L = _ 4 50.65 4 50.69 T. .P ELEV= T. .P ELEV= EXISTING 12" 650.4 4 50.57 = T. .P ELEV= T. .P ELEV= T. .P ELEV= WATER MAIN 4 49.84 4 49.89 4.0 - MI . 4 49.61 4 49.57 4 49.52 4 49.48 4 49.44 X........ r 4650 4650 v_�7 INSTAL 8"X4"X " STALL 8" GATE INSTALL TE WATER M IN VALVE AND STALL 8" ND CAP TEE ND VALVE'AND T.O.P. LEV= 4649.36 VALVE BOX INSTALL 8" GATE VALE _ ND VALVE BOX 46 9.78 INSULATION (TY ), SEE 3.3' DEFLECTION 4645 4645 WATER MAIN H: 1"=30' INSTALL 863 LF OF 8" CLASS 51 D.I.P. AWWA C151 V: 1"=3' TYPE A TRENCH BACKFILL, TYPE 1 PIPE BEDDING m n h O N m N N M r'J N r M N M O r M M O O]n OJ O m O O N N tO W M r r ro O r O r O r co r co U) co c0 c0 U) i1J co c0 c0 c0 co c0 co r r co r co r co r U)N N N N N N u1 m u1 m N m m M O) u)O) OJ O) eJ O) O)m CO oo OJ II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II 0 C�A U' A0II II II II II II II II II II II c7 C�c7 c7 CS c7 c7 c7 CS c7 c7 c7 CS c7 c7 C�CS C7 CS C�C� C�C7 c7 CS c7 CS c7 CS c7 CS c7 CS c7 CS c7 CS (7 C� (7 C� C�C� (7 C� C7 C� C�CS C7� C�C� U' C� C�(� U' U' C� w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 RECORD DRAWING VERIFY SCALE! REVISIONS b ;q���� DRAWN BY: CAD PROJECT NUMBER THESE PRINTS MAYBE NO. DESCRIPTION DATE BY 2605.024 REDUCED.LINE BELOW MORRISON 2880 Technology Blvd.W. CHK'D.BY: MEE COMFORT SUITES MEASURES ONE INCH ON Engineers Bozeman,MT 59718 '. SHEET NUMBER Suwe ors MATT HEW E �% APPR.BY: MEE BOZEMAN MONTANA 3 Scientists S� EKSTROM wi ORIGINAL DRAWING I Y �� W� DATE: 08/2012 MAIERLE Planners Phone:(406)587-0721 4, 10853PE =J DRAWING NUMBER 7 Fax: 406 922-6702 p �= O.A.REVIEW CW-I MODIFY SCALE ACCORDINGLY! An M pmye�-o�,�„eaco )INC.I ( ) `'�,�'S�SENSE�� BY: WATER MAIN PLAN AND PROFILE N:\2605\024\ACAD\Sheets\3-CW-I-WATER ASBUILT.dwg Plotted by ell a.Shuford on Feb/26/2014 COPYRIGHT®MORRISON-MmERLE,INC.,z 4 `'<<AAL,,,.�� DATE: / a SYSTEM CLASSIFICATION X X CLASS 1 SYSTEM QUANTITY SCHEDULE / / EXISTING C.O.B. WATER MAIN PARAMETERS* y FINISHED FLOOR FLUSHING REQUIREMENTS ICI E 8" ATER MAI / ELEV=4657.75 ACCORDING TO THE NFPA 24, A FLOW RATE OF STATIC PRESSURE (PSI)=134 ITEM DESCRIPTION ESTIMATED UNIT /\ /\ / 390 GALLONS PER MINUTE IS REQUIRED FOR THE RESIDUAL PRESSURE (PSI)=122 No. QUANTITY ❑ /�V PITOT PRESSURE PSI=105 101 4-INCH Cl 51 D.I.P. WATER MAIN 16 LF el FLUSHING OF A 4-INCH FIRE SERVICE LINE. ( ) 102 4-INCH CL 51 D.I.P. FLANGED SPOOL 8.5 LF V /AZ THEREFORE THE INSTALLING CONTRACTOR MUST FLOW (GPM)- 1720 W/25" NOZZLE X / PROVIDE AN ORIFICE SIZE OF AT LEAST 1 1/4" *flow data obtained by C.O.B. personnel on 103 4-INCH STAINLESS STEEL LIVE TAPPING TEE - EA �/ 104 4-INCH GATE VALVE FL X MJ 1 EA /� INCHES TO MEET THIS REQUIREMENT, GIVEN THE 05/15/2012. From Hydrants #1167 and #1772 IT DOMESTIC /\ �F, /A /X / STA 0+90.6 L 13.0' 105 4-INCH OS&Y FL X FL VALVE & ASSEMBLY 2 EA I y y CURRENT PARAMETERS OF THE SYSTEM. (#1167 - South side of Valley Center Road near RVICE SEE V /< �� INSTALL 4-IN�H 90' 106 4-INCH 90'BEND EA / / V/ A/ Outback Steakhouse #1772Cutback t North side of Valley 107 3-INCH TYPE K COPPER STRAIGHT 20 LF EET CW- \/�V/ A/�Y� �X/ \ BENDVERT ALE CO�PLING SCALE Center Road Near Outback Steakhouse) 108 3-INCH 90°BEND COUPLING 1 EA FULL - 1"=10' - 22X34 109 3-INCH CORPORATION STOP EA V HALF - 1"=20' 11 X17 A 110 3-INCH CURB STOP - �X 1 EA j° 111 CURB BOX EA S RVICE ALL ITEMS NOT NOTED CONSIDERED INCIDENTAL TO WORK by / GENERAL NOTES 1. ALL CONSTRUCTION WORK ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH II MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, SIXTH EDITION, APRIL 2010, MPWSS AND CITY OF BOZEMAN MODIFICATIONS TO THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, SIXTH EDITION, STA 0+85.2I MARCH 31, 2011, INCLUDING ALL ADDENDUMS. 4-INCH D.I . \/ INSTALL . CH 2. THE CONTRACTOR SHALL RESTORE ALL ROADWAY CURB & GUTTER/SIDEWALK SURFACES TO EQUAL FIRE SERV CE A + 98 CONNE / 90° VERT B ND / OR BETTER CONDITION THAN EXISTED PRIOR TO EXCAVATION, AS DETERMINED BY OWNER AND THE XI TING 4" !AP PIP STA 0+85.2 I ENGINEER. INSTALL OS&Y /o VALVE PER COB I 3. THE LOCATION, DEPTH AND SIZE OF EXISTING UTILITIES SHOWN ON THESE PLANS IS APPROXIMATE. CL ROAD STANDARD DRAWING THE CONTRACTOR SHALL FIELD VERIFY THE EXISTENCE, LOCATION, DEPTH, SIZE, LINE AND GRADE OF No. 02660-13 EXISTING UTILITIES/CONNECTIONS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY I --- I RESPONSIBLE FOR ANY DAMAGE TO THE EXISTING FACILITIES DUE TO FAILURE TO LOCATE OR PROVIDE N PROPER PROTECTION WHEN LOCATION IS KNOWN. 4. THE 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 ANY SUBCONTRACTOR SHALL BE REPAIRED AT THE neKrrow AssEMeLr ro eE 9Ill v sENo. ser vuvE INC Auaweo ary�rvI / s or Arvr sncrcaaw.soma L�i'(i''�i'�TD EXPENSE OF THE CONTRACTOR. THIS WORK SHALL BE INCIDENTAL TO THE PROJECT, SEPARATE o Ereessuree wuc PAYMENT WILL NOT BE MADE. �I\>Q3i Poa -Z FLANGED OS&Y VALVE 5. ACCESS FOR OTHER CONTRACTORS WORKING ON THE SITE AND EMERGENCY VEHICLES SHALL BE PRESERVED AT ALL TIMES. F�OO u To EAii RSERR caNcu. As)�s DOUBLE CHECK VALVE STA. 0+90.6 STALL OS&Y MIN. REQUIREMENT) 6. THE CONTRACTOR SHALL NOTIFY ONE CALL @ 1-800-424-5555 FOR ONSITE UTILITY LOCATION. 4660 VLV. PER COB STD DWG NO 4660 4" OR LARGER CLASS 51 /AS INDICATED ON ALL EXISTING UTILITIES SHALL BE MARKED BEFORE DIGGING. 02660-13 BOTTOM FLANGE DUCTILE IRON PIPE (TYP.) ABOVE aw..z•MAx APPROVED PLAN(S) 7. THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 24 HOURS PRIOR TO ELEVATION = 659.25 SEE - FIRE PROTECTION SHEET(S) BEGINNING ANY WORK. FOR DETAILS) 1' MECHANICAL 4" MIN. Redi Rod, INSTALLED IN EVERY OTHER AVAILABLE M.J. JOINT LT HOLES (TYPICAL)- 5/8" RODS ACCEPTABLE FOR 4" LINES 8. ALL EXISTING OR NEW VALVES WHICH CONTROL THE COB'S WATER SUPPLY SHALL BE OPERATED FINISHED GRADE FLOOR MAIN BY COB PERSONNEL ONLY. ELEV = 4657.75 9. CONTRACTOR SHALL FIELD VERIFY LINE AND GRADE OF EXISTING CONNECTIONS. WITH THRUST BLOCK THRUST"" 10. CONTRACTOR TO PRESERVE ALL EXISTING SURVEY MONUMENTS. ANY SURVEY MONUMENT BLOCK DISTURBED OR DESTROYED WITH OUT ENGINEERS APPROVAL TO BE REPLACED AT CONTRACTORS TAPPING TEE&VALVE, CITY OF BOZEMAN REQUIREMENTS FOR INSTALLATION OF EXPENSE. OR INSTALL VALVE AT DOUBLE CHECK VALVE ASSEMBLY 4655 4655 PROPERTY LINE (TYPICAL 11. CONTRACTOR MAY WASTE EXCESS MATERIAL AT LOCATION DESIGNATED BY OWNER OR HAUL FOR ALL RISER CONFIGURATIONS) 1. The FIRST fitting inside of the building shall be a ILL listed flanged MATERIAL OFF SITE. EXISTING GROUND f���111 Kennedy or Mueller QS&Y valve the same size as the fire service line. .5' 2. All Doublc Check Valve Assemblies shall be: 12. ALL VALVES SHALL BE INSTALLED WITH THRUST BLOCKING, AND VALVE BOXES IN ACCORDANCE Mill. COVrRILL or FM Iisted. WITH C.O.B. MODIFICATIONS AND C.O.B. DETAIL 02660-3. E. Approved by the University of Southern California Foundation for / E. A Connaceon Centro)and Hydraulic Research (USCFCCCHR)far PROVIDE FLEXIBLE, / operation in the proposed posinon(vertical or norzonm0 as mown on 13. ALL FITTINGS INCLUDING BENDS GREATER THAN 11-1/4 DEGREES, TEES AND PLUGS REQUIRING WATER-TIGHT coNNECTION approved plans. THRUST BLOCKING SHALL BE INSTALLED IN CONFORMANCE WITH C.O.B. MODIFICATIONS AND MPW FOR ALL WALL OR FLOOR a Installed as shown on the approved plans. DETAIL 02660-1. PIPE PENETRATIONS. 3. A flow detection device shall be installed immediately following the Double Check Valve Assembly(alarm check valve,flow sensor/alarm, 14. 4-INCH FIRE SERVICE LINE SHALL BE INSTALLED IN ACCORDANCE WITH C.O.B.'S FIRE SERVICE meter,etc.)as shown on the approved plans.Paddle-type flow alarms not STA. 0+90.60 INSTALL 90° permitted on any systems. LINE STANDARD (STD. DWG. NO. 02660-13, SEE THIS SHEET). THESE PLANS ARE FOR CONSTRUCTION a. A Double Dstsctor Check Valve Assembly may be used with a standard OF THE 4" FIRE SERVICE FROM THE EXISTING WATER MAIN TO THE OS&Y VALVE IN THE BUILDING. VERTICAL BEND W/T.B. 1''IN. FLOOR City of Bozeman meter. The meter loop of the Double Detector Check Valve shall have a Double Cheek Valve Assembly installed which meets 15. THE FIRE SERVICE LINE SHALL BE INSTALLED, CHLORINATED AND TESTED TO A MINIMUM OF 200 4650 4650 a the some installation criteria specified above in requirement number two. PSI BY A SINGLE CONTRACTOR. MORRISON-MAIERLE, INC. SHALL PROVIDE CONSTRUCTION OBSERVATION 5. Horizontal installations must be a minimum of 2'above the finishsd AND PREPARE THE RECORD DRAWINGS AND CERTIFICATE OF INSPECTION FOR FIRE SERVICE LINE STA. 0+40.8 floor. INSTALLATION. CONTRACTOR SHALL FILL OUT AND SUBMIT "CONTRACTOR'S MATERIAL AND TEST CONNIE TO 4" D.I.P. PIPE MECHANICAL .. JOINT s. The fire service r er must be a minimum of 2'from any outside wall, CERTIFICATE FOR UNDERGROUND PIPING'. 8" D.I.P WTR and a minimum Service 1'from any interior wall. MAIN STA. +59.5 INSTALL 4" GA E VALVE 7. me incoming fire service line shall be a minimum s.s',and a max- 16. DATUM USED IS THE CITY OF BOZEMAN DATUM. mum of 7.5' below the finished grade. 90° BEND WITH S. All fire a line appurtenances shall have a minimum pressure 17. A PRECONSTRUCTION CONFERENCE SHALL BE REQUIRED PRIOR TO THE START OF CONSTRUCTION. THRUST BLOCKP rating of 175 PSI. NO CHANGES MAY BE MADE TO THESE PLANS WITHOUT THE APPROVAL OF CITY ENGINEERING AND/OR SCALE 9. All fire service lines 4"and larger shall be Class 51 Ductile Iran Pipe. THE CITY WATER/SEWER SUPERINTENDENT. FIRE SERVICE I,1NE 10. Fins sizing: The Double Check Valve Assembly shall be equal in sire 18. CONTRACTOR IS RESPONSIBLE FOR OBTAINING STREET CUT PERMITS PRIOR TO CONSTRUCTION. to both the incoming pipe diameter(apst.eam)and outgoing pipe diameter CONTRACTOR SHALL BACKFILL/ INSTALL BASE MATERIAL/SLURRY PER STREET CUT PERMIT AND/OR AS D.I P. AWWA C151 a (downstream). REQUIRED BY CITY OF BOZEMAN ENGINEERING. PAVEMENT THICKNESS TO MEET OR EXCEED THE 3 4645, 4645 --1' MIN., 2' MAX. EXISTING PAVEMENT THICKNESS (3-INCH MINIMUM). n a1 _ iO � Id 19. THE CONTRACTOR SHALL RESTORE ALL LANDSCAPING/IRRIGATION DISTURBED OR DAMAGED DURING do LO _a I CONSTRUCTION. SEED ALL DISTURBED AREAS WITH SAME TYPE TURF SEED. I 2' MIN., 3' MAX CLEARANCE 20. CONTRACTOR TO ENSURE THE FIRE SERVICE LINE ACHIEVES A MINIMUM COVER OF 6.5 FEET. w w w w EEUJ``"- ABOVE FINISHED FLOOR CONTRACTOR SHALL PROVIDE INSULATION FOR AREAS WITH LESS THAN 6.5 FEET OF COVER. I'LL I'll 0+00 0+50 1+"[; TH CKNEs 21. FIRE SERVICE LINE: SHALL BE TYPE A TRENCH BACKFILL AND TYPE 1 PIPE BEDDING. FIRE SERVICE DOMESTIC WATER SUPPLY PROFILE 22. WATER MAIN / SERVICE INSULATION BOARD SHALL BE FOAMULAR 400 AS DISTRIBUTED BY UC STANDARD FIRE SERVICE INDUSTRIES, INC. OR STYROFOAM HIGH LOAD 60 BY DOW CHEMICAL MEETING THE TEST CRITERIA CITY OF BOZEMAN SCALE: AASHTO SPECIFICATIONS M 230-70 (POLYSTRENE) OR AN APPROVED EQUAL. USE (1) - 2" THICK LINE INSTALLATION NO. 02660-13 BOARD FOR EVERY 1' OF NATIVE COVER / BACKFILL. STANDARD DRAWING NONE DEC 2003 FOR CLASS I, II, & III SYSTEMS RECORD DRAWING- VERIFY REV: APRIL 2006 SCALE! REVISIONS _ 'd1`A�a�, DRAWN BY: CAD PROJECT NUMBER THESE PRINTS MAY BE NO. DESCRIPTION DATE BY 1 _ H 2605.024 REDUCED.LINE BELOW J MORRISON 2850 ennain MT Blvd.W. CHK'D.BY: MEE COMFORT SUITES MEASURES ONE INCH ON surveyors Bozeman,MT 59716 =� z5 SHEET NUMBER ORIGINAL DRAWING. MATTHEW E �; APPR.BY: MEE BOZEMAN MONTANA a Surreyors �� Scientists S�1 EKSTROE w% MAIERLE INC. 10653PE L"' DATE: 07/2012 DRAWING NUMBER Piano- Phone:(406)587-0721 �� __" Q.A.REVIEW An Em m ae-owner comb Fax: 406 922-6702 � FIRE SERVICE PLAN AND PROFILE �-t�x T_� MODIFY SCALE ACCORDINGLY! P y pay ( ) ryas/TC ENSE����� BY: C VV N:\2605\024\ACAD\Sheets\4-CW-2-FIRE SERVICE LINE ASBUILTAI Plotted by all a.Shuford on Feb/26/2014 C0PYRICHr L MORRIsoN-MAIERLE,INC.,2014 h NAL DATE: 1 \__ x�� 41653 I EXST GAS MAIN \ EXST SSMH #1 - CORE NEW 8" FLOWLINE EAST. CONTRACTOR TO ! 134 046L.F3 SCOPE TCONTRACTOR TO FIELD VERIFY INVERT ELEVATIONS. , SSMH #3 / INV IN (S) = 4643.51 P ERIFY ACTUAL SEWER ELEVATIONS A INV OUT = 4646.48 / \ INV IN (E) - 4644.70 \ �s. j I \ SSMH #1 BEFORE INSTALLING THIS M�N) /� INV IN = 4646.68 �\ 12' G VEL INV OUT (N) - 4643.43 \\ Ae�,ESS R AD, \ \ \ SSMH #4 !BEE DE IL SCALE INV OUT = 4647.77 SH\T 33.2 LF 4" SCH 40— FULL - 1"=30' - 22X34 SSMH #2 \ 12' GRAVEL ACCFAS ROAD, SEE I STA 4+95. g _ PVC - SLOPE,--2% HALF - 1"=60' - 11X17 \ y \ INV OUT = 4645.24 \ \ DETAIL SHEET LAY�2" OF TOPSOIL "� INSTALL I� STA 6+70.70 —————— EXST 24" SEWER 1 o0 INV IN = 4645.44 s AND GRASS OV THE 1 1/2" SEWER/SERVICE INSTALL 4" SEWER 4" SERVICE GRAVEL WE CCESS ROAD / SERVICE (N) AND (S) W/ MARKER POST N \ — \ OR LANDS APED AREAS / ——4854-— o o 1 O ro N \ \ / o / + `\ 11 + + 12"HIGH PRESSURE - - - - ----J 25\8.26 LF ®0\40% SLOPE GAS MAIN TO REMAIN IN PLACE \ . / \� 12-HIGH PRESSURE— - _......,��. 123.5 L 6 GAS MAIN TO BE RELOCATED A \ / SCH 4 PVC 273.56 LF IN JULY 2012. \ F FU7777 _ � = ROAD,1 SEE DETAIL 2% T ACCESS 0.40% SLOPE PVC - SLOPE 56.3 LF 4" SCH 40 SLOPE 2%SHEET, j/ \ / \ TIE IN EXST. SEWER ACCESS ROAD // // \ / ��4" SERVICE 7 / / \£ \ / I W/ MARKER POST I lEnLi LLL nnvoq I II I \ \ /1 I \ PVC PVC CLEANOUT ,CLEANOUT 4655 _ 4655 —— —— _ EXIS ING GROUND ———— — — EXST GAS MAIN,VBRTICAL \ 4650 4650 0.4 % 273.56 I.E. PIPE 258.26 .F. 134.09 L. . n a n 4645 „� 4645 ao N O a a w w w --------------- ^ w n NM wvv II II II OOw ww O M a� - H > >o (n z a 4640 II(O v _z _> 4640 o> ..(O �aa I z o R, w w w � o zf z_ 4635 4635 H: 1" 30' —5 SEWER MAIN TYPE A TRENCH BACKFILL TYPE 1 PIPE BEDDING 4630 4630 17 N O u7 u7 u7 M N (D OJ O N I O (O O) N N 17 r'J r'l N N M M a M N N N N M r'l h'l M M 'L a a a a s w w w w w w w w w w w w w w w w w w w w w w w w wr6DRAWING -0+1t01+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 61 8 VERIFY SCALE! REVISIONS ;-b 1 ��� DRAWN BY: CAD PROJECT NUMBER THESE PRINTS MAYBE NO. DESCRIPTION DATE BY 2605.024 REDUCED.LINE BELOW MORRISON 2880 Technology Blvd.W. CHK'D.BY: MEE COMFORT SUITES MEASURES ONE INCH ON Engineers Bozeman,MT 59718 ''. SHEET NUMBER Sulc ors MATT HEW E �% APPR.BY: MEE BOZEMAN MONTANA 5 Scientists S� EKSTROM wi ORIGINAL DRAWING. y MAIERLE INC. Planners Phone:(406)587-0721 4, 10853PE DATE: 07/2012=J DRAWING NUMBER 7 Fax: 406 922-6702 p �= O.A.REVIEW CS-1 MODIFY SCALE ACCORDINGLY! AnE Employee-o�, dcompany ( ) `'3' e SENSE BY: SEWER PLAN AND PROFILE N:\2605\024\ACAD\Sheets\5-CS-1-SEWER ASBUILT.dwg Plotted by ell a.Shuford on Feb/26/2014 COPYRIGHT®MORRISON-W ERLE,INC.,M14 `'((ANAL�,.�� DATE: INSTALL 766 LF OF 19 WIDE ASPHALT TRAIL.2-1/2'AC.WITH 9"OF 1.5"-MINUS RAVEL.GRAVELANDSUBGRADE U�21OO/ G,�MPA TED ToB5%P OC OR DENSITYINSTALL(2)I51 LF a 5€€E"NO TH END OF C.TRAIL'DETAIL/ 12'UTILITY CONDUITS WI m < ) T lIl SHE T.STA 5+90.50-17.0 L '� 11INSTALL NEW 48'COMBIN 10 / \ END MARKE�S1 Ste+ 0-57.10'LTIMH&II ET \ JIWI NEENAH R-3067-C RAT FWIDE SIDEWALK / INV. UT=4653.30 �1�OPOSED JW TBC� .0 U IU EASEfENT GRATE @ FL4655.6 /FUTURE CURB, 15-INV IN(S)= 653.0 \\ \\ \t98 LF 40"x65'ARCPGUTTER,$ 18'INV OUT(N)= 52.7 ❑ ° \t0.65%SLOPESIDEWALK(TYP) - - - - _ _ 9C' \\- D \ TIE INTO -- - --� - - - - - - - - - - - - I_ ) V A A A \V PROACH AC.EXS 0' / TI I \ 7+0 +00 9+00 +OO i �1+00 - -- -- - 12+('(0 00 14+0 n V A AA 4+Og/,� -- 5+00 6 0 JOOG TRAIL EXST \�A\ � VA ___---- � T FIRE HYDRANT ----- -------- - — ---- ---L \ INSTALL(2)46 LF +32 LF 15"SDR35 PVC � � "� ±217 LF CMP CULVERT @±0.65%SLOPE R .q0' 1 J2VILITY�CONDUITSWI SD 1.00%SLOPE \ / / / // \ /� STA 12+04.63-35.00'RT 'III\ END MARKERS @ FORTY SHEET -1 FORSECTION AIL / /� � � � INSTALL NEW 96"SD MH INSTALL(2)60 LF I \ \ / SEE SHEET CD-1 FOR DETAILS ST NEW 5844'CMP GETS / SEE DETAIL ON SHEET CD-1 12"UTILITV CONDUITS I ITA NSTAL0.50-1OR RT / INV. END MARKERS INSTALLTEMPO5'SD CAPON 15'SD INV=4653.36 /�� / _ `\ I / CATAMOUNT TERSECTION III \\\I I �ATERAND NES 111 I \\\\I \ EXISTING DELINEATED / /�� /` c� / AND CULVER DETAILS. WETLANDS(TYP) A / „� NORTH END OF AC.TRAIL 12"HIGH PRESSURE GAS MAIN. CONTRACTOR TO COORDINATE WITH N TOM CADDY(406)491-1087 W/ GRAPHIC sc NORTHWESTERN ENERGY BEFORE 40 0 2 40 ANY ROAD CONSTRUCTION. (1N FEET) 1 inch- 40 ft 11x17 HORIZONTAL SCALE:1'=80' CATAMOUNT STREET I I I PROFILE SCALE 4670 HORIZONTAL SCALE: 1..MY ­­1 4670 PVILL VERTICAL SCALE: 1"=IV HI HPOINT STA=12+17. 1 ix17 HORIZONTAL SCALE: 1"=11 _ 11 A 7 VERTICAL SCALE: 1'=1. W U Q 4665 4665 12a z a w U U 4660 4660 4655 II 4655 4650 4650 W U U 4645 0! o 4645 ~o _ U< 2. 0 F Q ' N U Q _ • 4640 " 4640 n m a m o a 0 rn m m m o fh0 M I�m ro ro ro <o ro ro ro ro ro u a m 1 a N m m M'n N N N O) n C, M u0 m I� m co C m m ro NM ro N ro ro roof vi of vi of of Ni of vim roof ro Ci o3 of ro ro ro co icfoJ co co co icfo] co co icfoJ mco co co co icfo] cO co w mco co mco «col�c!ol co cO co co C <o co w m co co m o 0 0 0 0 �(]mo N o N io 0 0 m co N cmo i!1 0 co 0 0 ifJ cmo KBOW What's below. a a a a s a s a a s a s a s a a s a s a s a s a a s a s a s a a s a s a a a a a s a s a s a a s a Call before you dig. w w w o w 0 w w IOi w C7 C7 Cc C7 Cc U' (I7 U' C7 w 0 �Cc w IOi w O O O Cc w IOi w 0 w 0 C7 Cc C7 0 w O (D 0 O Cc w w 0 w 0 C7 Cc C7 C7 w(I7 w 0 C7 U w C7 U' 0 w W w� w� w W� CORD DRAWING 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 VERIFY SCALE! REVISIONS THESE PRINTS MAYBE NO. DESCRIPTION A DRAWN BY: TEE PROJECT NUMBER DATE BY 2605.024 REDUCED.LINE BELOW IT ROTTTry OTT 2880 Technology Blvd.W. CHK'D.BY: MEE COMFORT SUITES MEASURES ONE INCH ON 1\Y/Il 1F\1Fc`lI A\J 1\ Engineers Bozeman,MT 59718 '' SHEET NUMBER Surveyors �-D MATTHEW E �; APPR.BY: MEE BOZEMAN MONTANA 6 ORIGINAL DRAWING. Scientists S� EKSTROM w' 10853PE ('-" DATE: 08/2012 DRAWING NUMBER JN Planners Phone: 406 587-0721 O,q,REVIEW CR-1 INC. Fax: )587-02 0 CATAMOUNT STREET MODIFY SCALE ACCORDINGLY! An Employee-Owned Conpeny ) `<<Ss��eNSE F,� BY: PLAN&PROFILE N:12605\024\ACAD\Sheets\6-CR1-0 Catamount-SheetP+P-ASBUILT.dwg Plotted by ell a.Shuford on Feb/26/2014 COPYR—®MORRSON-MAIERLE,INC.,21314 <«NAL ��` DATE: I I OUTLET 1 I L I — I I e I INSTALL NO OUTLET PRO OSED 10.00' o SIGN-SEE STD DWGS 09810-1 it n 11h4 v' I $09810A FOR DETAILS EASE 1 II U IILI f�ENT II I R II r'4r ° O ------ -- — o' r =------ ' 4+00 5+00 TBC-EA 6+00 5'00' 7+0 +00 s 9+00 10+00 11+00 12+ 13+00 14+0 n - - CATAMOUN R T ��----------- ----------------------- ---------------------- ------ -----------------------�-- STAd+B'1=TNST�LL NEW DEAD — -- ---------------------------------------------- ------------------------------------ ----------------------- N 1 I END BARRICADE SEE SHEET - - - - - - - - - TCC� 1 I NCD-1 FOR DETAILS. I' I R .q0' IIINSTALL SPEED LIMIT-R2-1 '1SIGN-SEESTDDWGS09810-1INSTALL STOP AND STREETN VA Yk098104 FOR DETAILS NAME SIGNS-SEE STD DWGS V \ --—_v SPEED 09810-1&09810-4 FOR DETAILS __REMOVE �i25TOP SIGN ST I SIGN-R1-1 T SIGN-D3 I I 12"HIGH PRESSURE GAS MAIN. CONTRACTOR TO COORDINATE WITH N TOM CADDY(406)491-1087 W/ NORTHWESTERN ENERGY BEFORE 40 GRAPxto scA o 40 ANY ROAD CONSTRUCTION. IN FEET 1 inch- 40 ft 11x17 HORIZONTAL SCALE:1'=80' CATAMOUNT STREET I I I PROFILE SCALE 4670 HORIZONTAL SCALE: 1..MY _ 4670 VERTICAL SCALE: 1" IV HIGH P INT STA=12+17. 1 ix17 HORIZONTAL SCALE: 1"=11 _ 11 xW VERTICAL SCALE: 1'=8' W U Q 4665 4665 z In a w U U 4660 4660 4655 II 4655 4650 4650 SIR H W U U 4645 o r. o_ 4645 ~o _ F Q ' N U Q _ • 4640 °'" 4640 n In a m o a 0 rn m I In m o a n rn a 11 rn fhin0 Min N in Nu�min in in in In in in in in u�u� �n In in In u� in In in In in in u�u� in co , rn a N ) O D7 O M'n N N N O) m N Lq m r N 1 M O.. co OroJ M h co o <o o (6 4 o N. 1 1 1 v 1 w 1 1 1 n n 16 co m o3 r m of o I C, m m of m roNro KDOW What's below. In in in u�in in �n In N In u�in �n In In N In u�in �n in in In in in in In in u� co co co co co co co co co co co co co co co co co co co co co co co co cD co co co <o co w co co co co co co co w co co co co co �o co <o co co co co co �o co co co co co co W W w w o m cD co co �co co co co a a v c v a s a a s c v c a v a s a c a v c v a c v c v a v a a v a v a c v v a v a s a s a a v 11 Call before you dig. w w C7 w 0 w 0 w 0 0 0 w 0 w C7 U CG C7 Cc C7 0 U' C7 w 0 0 Cc w IOi w 0 O O O Cc w 0 w 0 w 0 C7 Cc C7 0 w 0 C 0 O Cc w 0 w 0 w 0 C7 Cc C7 C7 w(I7 w 0 C7 U w C7 C7 0 w v W w� Lv 0 w� w � W� CORD DRAWING 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 VERIFY SCALE! REVISIONS �q���� DRAWN BY: TEE PROJECT NUMBER THESE PRINTS MAYBE NO. DESCRIPTION DATE BY 2605.024 REDUCED.LINE BELOW IT ROTTTry OTT 2880 Technology Blvd.W. CHK'D.BY: MEE COMFORT SUITES MEASURES ONE INCH ON 1\Y/Il 1F\1Fc`lI A\J 1\ Engineers Bozeman,MT 59718 '' SHEET NUMBER Surveyors �-D MATTHEW E �; APPR.BY: MEE BOZEMAN MONTANA 7 ORIGINAL DRAWING. Scientists S� EKSTROM w' �� W; DATE: 08/2012 MAIERLE Planners Phone: 406 587-0721 10853PE DRAWING NUMBER INC. I %F _ Q.A.REVIEW CATAMOUNT STREET CR-1.1 MODIFY SCALE ACCORDINGLY! An Employee-Owned Company Fax:(406)922-6702 `�,SS,"CENSEo��C�� BY. SIGN PLAN N:\2605\024\ACAD\Sheets\7-CR1-1 Catamount-Sheet_Sign-Plan-ASBUILT.dwg Plotted by ell a.Shuford on Feb/26/2014 coavRlcHr®MORwsoN-MAIERLE,INC.,2n14 ,�NAL`��.��` DATE: GENERAL NOTES: NOTES BY SYMBOL: 1. ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN O COMBINATION MANHOLE AND STORM DRAIN INLET-REFER TO CITY OF BOZEMAN ACCORDANCE WITH THE MONTANA PUBLIC WORKS STANDARD STANDARD DRAWING NO.02720-1B - - CATCH CURB&GUTTER SPECIFICATIONS,6TH EDITION DATED APRIL 2010(MPWSS);THE CITY OF O SIDEWALK CROSS DRAIN BOZEMAN MODIFICATIONS TO THE MPWSS;THE CITY OF BOZEMAN SPILL CURB&GUTTER DESIGN STANDARDS AND SPECIFICATIONS POLICY;AND THE PROJECT O SIDEWALKCULVERT SPECIFICATIONS. LAYDOWN CURB&GUTTER 2. THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL ® CURB OPENING DRAINAGE OUTLET OR BETTER CONDITION THAN EXISTED PRIORTO EXCAVATION AS O DRY WELL '- CURB&GUTTER TRANSITION DETERMINED BY AGENCY,OWNER,ANDIOR ENGINEER. 3. ASPHALT,CONCRETE CURB,AND SIDEWALK SHALL BE SAW CUT OR NEAT 4816 PROPOSED MAJOR CONTOUR CUT AS APPROVED BY THE ENGINEER. 4. GRADE ELEVATIONS INDICATED BY'XX.XX'ON PLANS ARE+4600'TO 4815.50 PROPOSED MINOR CONTOUR PROJECT DATUM. 5. SIDE SLOPES FROM DRIVE,SIDEWALK,AND PARKING AREAS SHALL BE y \ 4(H):1M,MAXIMUM,UNLESS OTHERWISE DIRECTED BY THE ENGINEER. GRADE OVERFLOW FROM 4652.50 \� \ \ ELEVATION AT 0.50%MINIMUM \ 4652- SLOPE TO NATURAL DRAINAGE -4652.50 FL- THROUGH CENTER OF PROPERTY 4653 465450 4654 4654.60 4655 4654 _____ 4655 = _ 4655.50 TBC= ------.37 ------ �4B54.50 ___ -- - _ - L= �_-__----- -- -FL- FL= 6.17 _ 55.06 4655.50 FL= \ _ _ O 55.18 4653 - T - s5.0e TBc= -- s5.2s % s6s] 4655 4652 35 TBC' - _{_ = TB- FL- BC= __ ---_'_�=2 TBC' T = 55.82 46`sS TBC 4651 53.07 6.60 6.70 6.68 T 5.53 5.99 SW= 1 55.39 STORM WATER RETENTION POND ee 4 4 6 0 55. 56 56. 566.9- EC6 ss.1 �6z Bc= TBCZ MAX WATER SURFACE ELEV=4652.50 n TB= TBC , ' TBC= T5c= 2 TBc TBC= .... EA- TBC TBC r55.B8 `p T 6 5 6.8 6.87 6.8 EA- OVER TBI FLOW=4652.50 56.9fi 56.32 56.41 6 674 0, 0 =4651.00 �= I TB= TBc TEc= TBc= �- $ MAXV ME=3,838 CF a2 TBc= TBC TBC= ss.02 5s.6 y¢ 55.90 90 6.95 56.01 56 TBC= ^/�////I 5585 FL= 6.fi M.53 TBC=/ TBC- TBC= TBC= TBC= A THC h 90 5�7 55.6] 6.09 TBC= �`Y \ 56.01 56.04 6.94 56. EA= EA= 6. 55.97 TBC= 4 6.fis C= A� 1 6 TBC' TBC= TBC= MM TBC' 5IB.15 TBC= ��] 50 EA T - 55.70 C= 55.6 TBC-%TBC= 7S$ TBC= SS 56.1 TBc= _ BC _�y� 57.20 6.96 TBC= .0 `SO \ 6.80 ti' TBC= 56.03 Sfi gp b 5].17 TBC= TBC= 57.00 EA= 54]6 C= 5I. .74 56.77 SSiS 6.34 � 6.06 6.19 6.24 TBC= TBC= 57.46 TBC= TSC= 6.02 54.72 TBC= TBC= 56.20 6.87 TBC= - TBC= 56]1 C= TBC= pq 57.19 - 56.84 57.00 TBC= 62] 56.78 BC= ""' TBC= I] 5I.38 BC= 56.E5 4654.50 T \ TBC= T 3c8 T = 57.30 5I.6 Tec 5 00 56.34�-I SBC= T C= 56.82 SW= TBC= TBC= EA- 4655 \ 46SS TBC= .66 Tec- 6.3 6 2 ,/ 5fi0- \�� ■ S7.25 57.20 E A TBC= 7.49 5W= 56.71 TBC' - -.6 1 \C T - / \ T = 9 BC' TBC= g57 5I.6] 56.34- 56.13 = - \\@ 56.37 C= TBC= SW= 57.6 T _ 57.05 TB TBC= 56.61 56 1 57. 6.74 5].10 57.41 EA= W= 57.0 _ 57.29 - 5I.54 Tom- 56.44 5150 5 TBC= SW,= TBC 6697 1 M.81 ,\55.81 TBC= SW= -_SW= 57.34 TBC= `rcb 5W= TBC= -� -� 5SW 5W SW= S BC 6.82 1 A 56.42 SW= TBC= _ 56.]4 TBC\ �O SVy= 56.44 57.15 6.83 57.= SW= SW= SW= 57. 57.fi6 5w_ I EA ma�cc,� TBC= 4657 5I.25 5I.27 s SW= TEC= 6.23 \ b`O 6.93 TEC= _ 5].59 [ID� ❑0 5I.3fi 57.09 57.36 SW SW= SW= 52 57.10 4657.50 TBC= 6.44 562 \ 57. 57.41 57.75 57.6] 5I.I5 57. �? SW= OO TBC= \ SW= SW ��cc1. o TBC= TBC= I �/ TBC= 56.2511 ?, TBC 57.75 57.75 57.75 57.6] Ab' /T TBC= & 57.20 57.42 �,TSC= 6.94 57.13 ,x TB 56.31 TBC= ro TBC= = TBC= 57.11 TBC= 5W= EC_ SW= 57.68 5781 5701 p�TBC 6.66 51'6 57.57 TBC= 56. 5S 39 TBC= 57.5] 57.67 T , 57. ROOF DRAIN EC- L TBC= TBC= 4666 II sw= SCUPPER(TYP) 57.66 5W- 57.66 S6P TBC= 57.74 BC= TB- 56.6 57.71 `�'� I 21 TB 57.fi /" SW ]B]0 5I.6 TBc= s.00 sw, / s7.7s TBc= 4657 TBc= / \ TBC= 57.75 SW= 5] 57.68 6.80 51. TBC= TBC= 5146 57. 47,481 SF A TOTAL 5w \ TBC= TBC= 57.11 TBC= TBC= T Sw. SW= TBC \` p 6.9 57.20 51 L 5C= F.F.ELEV=4657.7 57.70 5].6 ry TBC= r \ 5I.04 TBC= 57.75 \ .92 EA- \ 57.10 SW' TBC= 57.46 TBC= EA- EA= C= � EC 57.fi5 TBC_ 6�TBC= 56.6 � / TBC= Tom'\ TBC= 57.36 EA- 56.87 / '9_ 5. EC= 51.15 EC- EC= EC= SW= 57.20 56]5 TBC= 6.]2 _ TBC= 57.T 57.1] 5].61� 5I.32 56.07 _ 5 28 5].]5 _ 5I.I5 57.fi5 57.61 5].3 TBC= 56.6 56.9] BC=/\ T TBC= 57.6q ]EA TBC= 5 SW= �i� 7.64 9 5].47 T = s].OEC= FL= TBC= Tom=57.18 ❑ EC= EC= FLFL= 56OB 5FL ,2q TBC= TBC- 57.71 TBC= EC EC- EC= EC= 58.42 91 \ 4657 5]60 5].]5 57.73 5].61 6.77 T 5W- EA= C= 5].23 56.95 SW= 57.20 EC= a657.50 3 '� 7 57.10 FL=6.84 57.1] SW= 5]65 �- TBC 5]]fi 6.6TBC= EA= TBC= 57.75 57 57.51 FL- S6.M 683 6. 56.39 51.11 .26 TBC= TBC= 57.7 58.22 5].61 c EC= = 4% SW- S - TBC 53 = _ 57.4S 57. 50.48 Sw].]1 5 TBC= - -- -- 1 - a ass. 4656 O 50 465? \ ' _ _ in 59.24 �?so 46,5� 1 ssoas6s TORM W� NTIOE N POND �/ i� - 'I a65;:,5p ELEV AT OVERFLOW=4657.11 4656 q9\ BOTTOM ELEV=4655.73 50 MAXVOLUME=1,822CF 1 ----- _----- -\ ----------_ ------------- -------------------- -__-- ---__ -� -- -- ----- --- - _ ----- ----__- y-- __-------- \--- GRAPHIC SCALE \ 20 0 10 20 (IN FEET) 1 inch- 20 f� -� � ��. �, �EC �DWING VERIFY SCALE! REVISIONS �MA�q ��� DRAWN BY: MEE PROJECT NUMBER THESE PRINTS MAYBE NO. DESCRIPTION DATE BY 2605.024 REDUCED.LINE BELOW MORRISON 28Bozean,MT Blvd.W. CHK'D.BY: MEE COMFORT SUITES 1 REVISED GRADING&DRAINAGE PLAN 8/29/2012 TEE Engineers Bozeman,MT 59718 '' SHEET NUMBER MEASURES ONEINCH ON MATTHEW E ORIGINAL DRAWING. survoyors s-O �� APPR.BY: MEE BOZEMAN MONTANA B Scientists ;� EKSTROM 10853PE `'-�� DATE: 08/2012 DRAWING NUMBER AIERLE INC. Planners Phone:(406)587-0721 -, _� 7 Fax: 406 922-6702 p �= Q.A.REVIEW CJ•O MODIFY SCALE ACCORDINGLY! An Employee-Owned Company ( ) `r`'ssi�eNSE��_ BY. SITE GRADING PLAN Ji NA2605\024\ACAD\Sheets\8-C3-0 Site-Grading+Dminage-Plan-ASBUILT.dwg Plotted by ell a.Shuford on Feb/26/2014 COPVR-®MORRSON-MmERLE,INC.,.11 �'",�NA����"' DATE: GENERAL NOTES: 1. ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN 6. THE LOCATION,DEPTH,AND SIZE OF THE EXISTING UTILITIES ACCORDANCE WITH THE MONTANA PUBLIC WORKS STANDARD SHOWN ON THESE PLANS IS APPROXIMATE.THE CONTRACTOR - - CATCH CURB&GUTTER SPECIFICATIONS,6TH EDITION DATED APRIL 2010(MPWSS);THE SHALL VERIFY THE EXISTENCE,LOCATION,DEPTH,AND SIZE OF CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS;THE CITY OF THE UTILITIES PRIOR TO CONSTRUCTION.THE CONTRACTOR SPILL CURB&GUTTER BOZEMAN DESIGN STANDARDS AND SPECIFICATIONS POLICY;AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO THE THE PROJECT SPECIFICATIONS. EXISTING FACILITIES DUE TO FAILURE TO LOCATE OR PROPERLY PROVIDE PROTECTION WHEN LOCATION IS KNOWN. LAYDOWN CURB&GUTTER 2. THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO 7 DIMENSIONS SHOWN FOR PIPE LENGTHS ARE MEASURED FROM EQUAL OR BETTER CONDITION THAN EXISTED PRIOR TO CENTER-OF-JUNCTION TO CENTER-OF-JUNCTION FOR PAYMENT .......-.-.-- - CURB&GUTTER TRANSITION . . . . . MATCH FINISHED GROUND ELEVATIONS EXCAVATION AS DETERMINED BY AGENCY,OWNER,AND/OR PURPOSES. AT GRADE BREAK FOR FUTURE ROADWAY ENGINEER. 8 INVERT ELEVATIONS SHOWN ARE BASED ON ACTUAL 4816 PROPOSED MAJOR CONTOUR . 3. ASPHALT,CONCRETE CURB,AND SIDEWALK SHALL BE SAW CUT CONSTRUCTED PIPE LENGTHS MEASURED FROM END TO END. OR NEAT CUT AS APPROVED BY THE ENGINEER. 4875.50 PROPOSED MINOR CONTOUR 4. GRADE ELEVATIONS INDICATED BY"XX.XX'ON PLANSARE-4600' 9. INSTALLED STORM DRAIN PIPING SHALL EXTEND A MINIMUM OF TO PROJECT DATUM. 0.19 FROM INTERIOR WALL OF MANHOLE OR CATCH BASIN AS 2'WIDE DRAINAGE SWALE 5. SIDE SLOPES FROM DRIVE,SIDEWALK,AND PARKING AREAS MEASURED ALONG THE OUTER WALL OF THE PIPE. SEE SHEET C3.0 FOR GRADES \ \ SHALL BE 4(H):1(V),MAXIMUM,UNLESS OTHERWISE DIRECTED BY GRADE OVERFLOW FROM 4652.50 \ \ / THE ENGINEER. ELEVATION AT 0.50%MINIMUM \� 4652- SLOPE TO NATURAL DRAINAGE -4652.50 THROUGH CENTER OF PROPERTY 4653 as54.50 4654 4s54.5o 4fi55 \ 4654 _----- 4fi55 _- 4ss6.s0 - --- ----- -4654.50 --- ------- _ 4655.50 �- 4653 - - - -��� -Z- -- _461 Q 4652 4651 1 STORM WATER RETENTION POND �n MAX WATER SURFACE ELEV=4652.50 \ a°" NEW DRYW LWIT """' 4 MALE`?"d15@811TV §Xfi52 \ 24" SER IN ELr fits dX g3�8CO N N RK i.NL L TH RIM 4654.30 RB OP NI G 'srs / MAX"�"���M��E�=3,838 CF RISER INLET SUM=4649. DISC ARE EIR(TY) '$ RIM=4653.25 GRADED IT DRAIN SUMP=4648.25y A AT 20:1M 1IMUM SLOP / NEW DRY WELL WITH 46s6-So // RISE ET RI 54.47 4654.50 °+ • 1 g6g5 \ QBSS ■ _ - 15"SDR35 PVC SD INV OUT=4651.00 MITER END FLUSH WITH SLOPE& ONE FOOT(1')MIN.BY 6'THICK , CONCRETE COLLAR AROUND END OF PIPE 1 \\ oN `P Dr' 4657 as57.5o ® � 4"ROOF DRAIN I I \ LEADER(TYP) NEW 6' z5.5' SIDEWALK � CROSSS D DRAIN WITH NEENAH RA999-AD SOLID LID T INV IN=4656.95 I46�,6 - INV OUT @ FL=4656.92 1 ±218 L 15'SDR35 PVC o'n / / • `•'• SD 0.76%SLOPE 4651 T 47,481 SF A TOTAL ±12 LF 12"HDPE CULVERT 1 F.F.ELEV=4657.7 @±1.00%SLOPE 10'SDR35 PVC ROOF DRAIN INV=±4652.08 ROOF DRAIN LEADER ROOF DRAIN 12"HDPE CULVERT FETS _ CLEANOUT(TYP) SCUPPER(TYP) INV IN=4656.24 12"HDPE CULVERT FETS .. INV OUT=4656.08 \ ROOF DRAIN y��,X/XX LEADER(TYP) X �J K X Y y 4657 vZ7Z�� 4rg.50 Zz _ I I _ 46t8 EW D WELL WITH SER INLET NEW 48'COMBINATION MH&INLETS q 4651 DRAINAGE SWALE 4s�s0 4657 4 :so WI NEENAH R3067-C GRATE 65 6 As5650 @±0.57%SLOPE / / TORM W� NTION POND i TBC=4656.09 / X.LF 15"SDR35 PVC - - - ivlAXilCkELEV A OVERFACE E - II 15"INV IN(S)=4652.73 g6525p ELEV AT OVERFLOW=4657.11 / 46$g q9\ 15'INV OUT(N)=4652.63 SD @ 0.75%SLOPE BOTTOM ELEV=4655.73 50 MAX VOLUME=1,822 CF =LSD --- -- SQ--- --� ----- - - --- - - -------- 1 MBINATON-14"4NLET 7r - --------- \ GRAPHIC SCALE \ TALL TEMPORARY W/NEENAH3 2533 20 0 0 20 INV=±4653.10 15"INV IN - (IN FEET) OUT(N):1:2.9G 1 tn.h- 20 ft C D D WIN G VERIFY SCALE! REVISIONS ^ al j 'q"N�l�� DRAWN BY: MEE PROJECT NUMBER THESE NO. DESCRIPTION DATE BY �i 2605.024 REDUCED. MAYBE MORRISON 2880 Technology Blvd.W. CHK'D.BY: MEE COMFORT SUITES RE S ED.LINE BELOW Engineers Bozeman,MT 59718 9, SHEET NUMBER MEASURES ONE INCH. S--oy- �� MATTHEW E w% APPR.BY: MEE BOZEMAN MONTANA 9 ORIGINAL DRAWING. Scientists ��7 EKSTROM f� 10853PE w- DATE: 08/2012 DRAWING NUMBER AIERLE INC. Panne s Phone 06)922 67021 " Q A,REVIEW C3.1 MODIFY SCALE ACCORDINGLY! a r P-r Fax:(aos)szz-s7oz `,�sS�/cENS ' BY: SITE STORM DRAINAGE PLAN An Em to ee-Owned Com N:\2605\024\ACAD\Sheets\9-C3.1 Site-Storm+Dminage-Plan-ASBUILT.dwg Plotted by ell a.Shuford on Feb12612014 OOPYRI ®MOR-N-MmeaLe,INC.-4 "`��NA�""�� DATE: _U 11.1-NO­11 111._11 Z S­ �Po"' C.- I--__� ZE-111DEOF ........7- UIRED 11E DOR "W"�-r S-T =N11F1n1.0.n%=II,1,n,%Z VDV OR_T,CLASS RI FLUOR CAPE IN1111 CUTTHROAT V"T ENTERPRISES PARTNERS,ULC 1OI.T MIKII-11.1 FLO.---­­R­C-I.. IS MAS. LIMITS OF t �SEN uL D TIRUBT SUCCI t CONSTRUCTION STOP AC.2'FROM THE THRBLOU CONST PROPERTY LINE ED'R.O.W. 45'R.O.W. CAPE PRANCE ENTERPRISES 11'R.O.W. CUTTHROAT PARTNERS,ULI 2'IFIED-1 11UNHE 0 T AR UBE POST REBRA OR P_EDIAT LEGEND 0 BACK OF CURB 3�0'13ACK OF CURB 2­ 'IM'STINU"I"ECTON TEI I FOR--TELLON P_ I. PIPE RErvmunON. 11.5- Fc- S, U-N.LANE HIKE BOULEVARD j .1 B=- ­OF C.O.B. BOULEVARD BIKE DRIVING LANE 2_­ F14 FUTURE ail, MM62= 00 SIDEWALK SIDE- �UOOR J.-MAYO f TIRE cK 11,Tr'", u.111111.Il�,.,�P%,�=711 2 URB AND GUTTER HM'A C.O.B.STID, ASPHALT BREAK 4�� BID.POST N AS . AN DARIC ..NO SIR AND NT 10 IT 1 2.00% 2R00% G`DTER 3.00% 2.00% 2007 ­F.y. .ng,OESY NW, .=r el- b. IMI 1, 1 1.­­1 C_ft n_ TYP < i�11 Rr.1 11T(-.1 B2P BE L IFRU. LIMITS CONSTRUCTION AND IONIC B" 6--3/4-MINUS GASECOURSE' _-EXCAVATE BELOW FINISHED CENTERLINE LIMITS F -EXTEND GRAVEL BASE SO.IF III 'O GRACE TO SUBGRADE OR AS REQUIRED BY ENGINEER BEYOND THE FOLLOWING FIELD REVIEW OF STRIPPED SUBGRADE. IN-FILL WITH SELECT PIT-RUN GRAVEL(6-MINUS, p- GEE GENERAL NOTES AND THE WELL GRADED)OR SELECT CRUSHED GRAVEL BASECOURSE 1I INVESTIGATION 61 ALLIED (6"-MINUS,WELL GRADED). CAPE FRANCE CUTTHROAT SIGN E IRS-BE CONSTRUCT01 GIRNSE ALUMINUM,008 INCH ENGINEERING SERVICES,INC,RATED I ENTERPRISES PARTNERS,LLC 1, 11 InIs 4" 1—­11 1 11s,11 D,11, THICK MAY 2012(PROJECT 12-0.)FOR G OTEXTILE FABRIC IITI ENGINEER GRADE RERL-E STEETIS MIRAT 60OX OR EQUAL N n�S N A-E"'F Z'H=F'LED, COMPACTION �in. h- 4' S­ -A CATAMOUNT ST.TYPICAL SECTION(NTS) WEE AND DEAD END BARRICADE NO. 09 10-2 CITY OF BOZEMAN SCALE: SANITARY SE NO 02720-3 SCALE: WATER SERVICE LINE j CITY BOZEMAN SCALE ETA M ARE STANDARD DRAWING NONE STORM DRAIN MANHOLE DEC. 2003 STANDARD DRAWING NONE FOR SIZES AND LARGER STANDARD DRAWING NONE IL F!UG. 1994 R.N. 213136 1-6/2002 GREEN STSE_POST IK ATE..OF SERVICE TOPSOIL 12'ALL WEATHER ACCESS ROAD DETAIL P IR RE 3'OF CRUSHED BASE GRAVEL COURSE(1 112'MINUS)ON U.0 12"OF UNCRUSHED SUBBASE GRAVEL COURSE(PIT RUN) E OR pp EVER EQUAL N ROE IS SIR U N. ON N I'.(.IR �; *II 4�[I OR APPROVED T TREAM N _T.CIvP_TO 1 1/2�111-11 'R FINISTEDASPHAUT 1 00 �ITF.11E E 11. 0 7ADEDNE 12'TOP GRAVEL RIF REMAIN IN PLACE. GUT BRUP SLO C 'ELL EDT I.TECAL S WALN CBS)-N.R-E \-,00 19 P) F.S.IT (MIN) "M"'EDCR'S.EC INSTALL 24LI01 RCIIFOR L(1) EXST. CULVERTS AND \)2.4 J-VENTTO R REMAIN IN PLACE. SIR 4"XISCARCIP.CONTRACTOR 0 I(MINI ?(IN) B.ED.IRSE.ATERIAL (2) ROD ': 0 C� COS(P� CONCROTESSISCRADE ECREC�:�NELL BE CE 6 SEE mFY FIELD VERIFY EXACT ARCO SIZ E17.SIECAL OUR '.S"TERELD.1 HAD E �l STANDARD CATCH CURB&GUTTER TOPSOIL IS SCALE: TYPICAL ALL WEATHER C-7.39 NON ACCESS DETAIL I-CE LINI HE-1/1 6'CURB TAPER PER FOCT NIN.." UTTER _TBC-58.0 4R EU3CW­ I/V PER FOOT 4'(MI NEW 40"X65'ARCO,SEE n �1� 7Z[06S SHEET CR-1 FOR DETAILS 25' D SEWER MAIN iw FINISTEDASPRNUT N. SUURSFIARETO BE BIC 8.22 FL IN LNI-I.IN.FOR "TT-C "PACT"I I(MIN) CUTTERUW IT E P DCHUSHED BRAT.- D'NME`D'.`URSE..ERAL 101 ZSSTNI"STAt1.0,N1 C.-TRISBUBBRADE NEWER EXST.PRESSURE RELIEF DEPARTMENTAida LLVERT'." _ 10.65%SLOPE INSTALL NEW 96'SD MH Z, REET E. DO STANDARD SPILL CURB&GUTTER RIM 4660.70 REMAIN IN PLAC =ET.IERT N,' 54 INV IN(W=46 4.07 N OFF NO 65'NV OUT(NE)-465­7 UNE 11 11EI 11N REMOVE EXST.PETS -59.27 FOR wvE F.HNS 1K AND RE-INSTALL SUBWARK B. =-Moll- =TC�SPH LT AL 41."B" =ASF�HAUT SCALE: BE" STORM DRAIN THIS LINE. ITEI F FO E 7ALE'.T MANHOLE J� 'ZI J1 7�'�71`(FMNI­ CIULTITH WITH II A C 59.61 11 II SA ER U, OOMPACTEDC-HED MAN SANITARY SEWER PROPERTY LINE CITY OF BOZE SCALE: ... 271.-2 ­E COURSE MATERIAL II p 11 11 II \ - R N\4 STANDARD DRAWING NONE SERVICE LINE DEC. 2003 TAPE A EST.1 REMOM�E(2) IT<SECT S OF II I I M N. EXST.PROPERTY PIN EXST.ARCO(EACH CULVERT)AND, I I 11 II 1 TO REMAIN IN PLACE. STANDARD LAYDOWN CURB&GUTTER RE-INSTALL ON THE NW 4. `R�S REIN.I.N=--- BC-59.90 ERMESH PER CUB-C 6'CLJRB TAPER QMI'MINUSMSHED URB C-59.27 KIINIE MATERIAL NOTES _TR COMPACTEDBUDG-E 1. BASE COURSE AND SUBGRADE SHALL BE CONIVOTED TO A MINIMUM OF MMB OF THE NAAMUM DRY DENSITYAS DETERMINED BYASTIM D NOTES. SIMS 2. CDNHTNA4)TAONNDJOINTTSHSoH�LNEBEEPG�CEIDNAT 111E�N FOOT(IS)MINIMUM INTE-S ABD SHALL HAVE A MINIMUM DEPTH OF THREE QUARTER I NC �� WD Fo URN CH( 1. =LE.PTI:I'.'I."�'.TER.'ITATHET�HEE�*'IDFT=THEIUIIDEIH�I.N�RETE G. ONE HALF INCHUM EXR-IONMINTMATERIALST-E PUkCEDATALLPCS PTS CURB RETURNS ABDATNOT MORETH­ SCALE B. FINISH CONCRETE WITH UGNTBRCOM FINISH 1. N.==LBEN=L�'.=Dl.'.N'�PHE'�E.FNU�'YDT==.GRU�-EDRREPR.EN-E REMOVE EXST.PETS FULL-1 22X34 S. CONCRETE SHALL BE CLASS AE AND RE-INSTALL(TYP) I HI 1`40'-11X17 CONCRETE SIDEWALK DETAIL STANDARD CURB&GUTTER DETAILS CATAMOUNT VALLEY CENTER INTERSECTION CULVERT DETAIL RECORD DRAWING VERIFY SCALE! REVISIONS DRAWN BY: CAD PROJECT NUMBER THESE PRINTS MAYBE NO. DESCRIPTION DATE BY 2605.024 REDUCED LINE BELOW MORRISON 2880 Technology Blvd.W. CHK'D.BY: MEE COMFORTSUITES MEASURES ONE INCH ON Engine- Bozeman,MT 59718 D HEW E APPR.BY: MEE BOZEMAN MONTANA SHEET NUMBER ORIGINAL DRAWING. MATT 10 Scientists x EKSTROM wi Addi MAIERLE)INC. PI-no- Phone:(406)587-0721 0 10853PE DATE: 08/2012 DRAWING NUMBER MODIFY SCALE ACCORDINGLY! Fax:(406)922-6702 "',-,e O.A.REVIEW DETAIL SHEET An Employee-Owned Company 01Z ENS BY: CD-1 -CD-1-DETAILS ASBUILTUJI Plotted by ell a.Shuford on Feb/2612014 COPYRIGHT D)MORRISONHIVAIEFLE IN .2605�024V�CAD�Sh�eets\10 C.2014 `�ttQNAL DATE: