Loading...
HomeMy WebLinkAboutIcon Apartments Off-Site Roadway Improvements - West Babcock Street WideningCo t t o n w o o d Rd Fe r g u s o n Av e Ha n l e y Av e Ravalli St S Re s o r t Dr St a f f o r d Av e Cl i f d e n Dr Ki m b a l l Av e Palisade Dr W Babcock St Alexander St Monroe St Cascade StN PROJECT LOCATION CONSTRUCTION DRAWINGS FOR ICON APARTMENTS OFF-SITE ROADWAY IMPROVEMENTS WEST BABCOCK STREET WIDENING BOZEMAN, MONTANA AUGUST 2019 N:\5305\006 - ICON APTS\ACAD\RECORD\G-00_COVER-SHEET_20200713.DWG PLOTTED BY:THOMAS EASTWOOD ON Jul/13/2020 VERIFY COLOR! THIS SHEET IS INTENDED TO BE IN COLOR. RED, GREEN AND BLUE WILL BE VISIBLE IF REPRODUCED CORRECTLY. ©This documen t wa s prepar ed by Morrison-Maierle, Inc. and may contain confidential or privileged information. Morrison-Maierle, Inc. retains all common law, statutory, and reserved rights including the copyright thereto. Unauthorized use of this document or changes are strictly p r oh ib ite d an d m ay be un l awf u l . QUALITY ASSURANCE PROJECT MANAGER OFFICE QUALITY ASSURANCE COORDINATOR PEER REVIEWER Q.A. APPROVAL DATE Q.A. PROJECT NUMBER engineers surveyors planners scientists MorrisonMaierle engineers surveyors planners scientists MorrisonMaierle 2880 Technology Boulevard West, Bozeman, MT 59718 406.587.0721 www.m-m.net SHEET INDEX SHT. No.TITLE COVER AND SHEET INDEX 1 2 3 4 5 6 7 DWG. No. 8 G-1 G-2 C-1 C-2 X-1 X-2 R-1 GENERAL NOTES, LEGEND, & ABBREVIATIONS SURVEY CONTROL SHEET EROSION & SEDIMENT CONTROL | STA 3+00 TO 15+00 EROSION & SEDIMENT CONTROL | STA 15+00 TO END REMOVAL PLAN | STA 3+00 TO 15+00 REMOVAL PLAN | STA 15+00 TO END W BABCOCK ST WIDENING | STA 3+00 TO 8+50 R-2 W BABCOCK ST WIDENING | STA 8+50 TO 14+00 9 R-3 W BABCOCK ST WIDENING | STA 14+00 TO 19+50 10 R-4 W BABCOCK ST WIDENING | STA 19+50 TO 25+00 11 R-5 W BABCOCK ST WIDENING | STA 25+00 TO END 12 T-1 SIGNAGE & PAVEMENT MARKINGS | STA 3+00 TO 15+00 13 T-2 SIGNAGE & PAVEMENT MARKINGS | STA 15+00 TO END 14 D-1 CURB & GUTTER, PAVING, AND CONCRETE DETAILS 15 D-2 SIGNAGE & PAVEMENT MARKING DETAILS 16 D-3 EROSION & SEDIMENT CONTROL DETAILS 17 E-1 LIGHTING DETAILS 18 E-2 LIGHTING DETAILS 19 E-3 LIGHTING PLAN LIBBY KALISPELL BROWNING POLSON CUT BANK SHELBY CONRAD HAVRE MALTA GREAT FALLS GLASGOW WOLF POINT PLENTYWOOD SIDNEY GLENDIVE MILES CITY FORSYTH HARDINBILLINGS ROUNDUP LEWISTOWN HARLOWTON LIVINGSTON WHITE SULPHUR SPRINGS BOZEMAN DILLON ANACONDA HELENA LINCOLN DEER LODGE MISSOULA HAMILTON PROJECT LOCATION PREPARED BY: SET NO. MORRISON-MAIERLE PROJECT NO. 5305.006 LOCATION MAP NOT TO SCALE VICINITY MAP NOT TO SCALE KEVIN JACOBSEN JIM ULLMAN JAMES NICKELSON JANUARY 28, 2019 5305.006.088.000318 7/13/2020 SEAL IS VALID ONLY IF SIGNED IN INK BY THE ENGINEER NAMED SEAL: LIGHTING IMPROVEMENTS SEAL IS VALID ONLY IF SIGNED IN INK BY THE ENGINEER NAMED SEAL: CIVIL IMPROVEMENTS 7/13/2020 RE C O R D D R A W I N G S JU L Y 2 0 1 3 HY D LEGEND EXISTING FIRE HYDRANT EXISTING WATER VALVE EXISTING SANITARY SEWER MANHOLE EXISTING STORM DRAIN FACILITIES EXISTING FIBER/TELEPHONE FACILITIES EXISTING ELECTRICAL FACILITIES EXISTING GAS FACILITIES EXISTING TRAFFIC SIGN EXISTING WELL EXISTING CMP CULVERT EXISTING RCP CULVERT ESD EXISTING STORM SEWER MAIN ES EXISTING SAN SEWER MAIN ESS EXISTING SAN SEWER SERVICE F EXISTING FIBER OPTIC EXISTING UNDERGROUND POWEREE EXISTING UNDERGROUND TELEPHONET C C EXISTING UNDERGROUND CABLE G G EXISTING GAS LINE EXISTING OVERHEAD POWER OHT OHT EXISTING OVERHEAD TELEPHONE P P EXISTING PETROLEUM LINE EW EXISTING WATER MAIN EWS EXISTING WATER SERVICE SD SD RD RD PROPOSED STORM DRAIN INLET PROPOSED STORM DRAIN MANHOLE PROPOSED STORM DRAIN PROPOSED ROOF DRAIN PROPOSED SAN SEWER CLEANOUTS WS WS UTIL UTIL PROPOSED GRAVITY SAN SEWER SERVICE PROPOSED DOMESTIC WATER SERVICE PROPOSED UTILITY CONDUIT SS SVC EXISTING BUILDING EXISTING BUILDING ROOF EXISTING CONCRETE EXISTING CURB FACE EXISTING CURB FLOWLINE EXISTING TOP BACK OF CURB EXISTING PARKING STRIPE EXISTING ASPHALT////// EXISTING GRAVEL EDGE EXISTING SIDEWALK PROPOSED BUILDING PROPOSED CONCRETE PROPOSED CURB FLOWLINE PROPOSED TOP BACK OF CURB PROPOSED PARKING STRIPE PROPOSED ASPHALT PROPOSED GRAVEL EDGE PROPOSED SIDEWALK GRAPHICAL SIDEWALK JOINT PROPOSED ASPHALT GRADE BREAK EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR 4820 4819.00 PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR 3850 4822 4821.00PERFPERFPROPOSED PERFORATED DRAIN PIPE IRRIG IRRIG PROPOSED IRRIGATION SLEEVE PROPOSED PRESSURIZED SAN SEWER SERVICESS FM SS FM FIRE FIRE PROPOSED FIRE SERVICE VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 2020COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\5305\006 - ICON APTS\ACAD\RECORD\G-01_GEN-NOTES+LEGEND+ABBREV_20200713.DWG PLOTTED BY:THOMAS EASTWOOD ON Jul/13/2020 REVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net engineers surveyors planners scientists MorrisonMaierle ICON APARTMENTS OFF-SITE ROADWAY IMPROVEMENTS 5305.006 MONTANA WEST BABCOCK STREET WIDENING GENERAL NOTES, LEGEND, & ABBREVIATIONS 1 G-1 TEE KDJ MEE 01/2019      1 CITY OF BOZEMAN REVIEW 7/12/2019TEE               BOZEMAN    ABDN ABANDON AC ASPHALTIC CONCRETE, ALUMINUM CAP ADA AMERICANS WITH DISABILITIES ACT ADDL ADDITIONAL ADJ ADJACENT, ADJUST AFF ABOVE FINISHED FLOOR ALT ALTERNATE APPROX APPROXIMATE ARCH ARCHITECTURE, ARCHITECTURAL ARCP ARCHED REINFORCED CONCRETE PIPE ASPH ASPHALT AVG AVERAGE BC BUILDING CORNER BFF BELOW FINISHED FLOOR BH BOREHOLE BLDG BUILDING BLK BLOCK BM BENCHMARK BRG BEARING BW BOTTOM OF WALL CHK CHECK CI CAST IRON CIPC CAST IN-PLACE CONCRETE CIRC CIRCULAR CL CENTERLINE CMP CORRUGATED METAL PIPE CMU CONCRETE MASONRY UNITS CO CLEANOUT COB CITY OF BOZEMAN COMB COMBINATION CONC CONCRETE CONN CONNECT, CONNECTION COORD COORDINATE CP CONTROL POINT CPP CORRUGATED PLASTIC PIPE CSP CORRUGATED STEEL PIPE CTR CENTER CU CUBIC CU FT, CF CUBIC FEET CU IN CUBIC INCH CULV CULVERT CU YD CUBIC YARD D & L D&L FOUNDRY AND SUPPLY DBL DOUBLE DI DUCTILE IRON, DRAIN INLET DIA, Ø DIAMETER DIM DIMENSION DIR DIRECTION DTL DETAIL DWG DRAWING E EAST EA EACH, EDGE OF ASPHALT EC EDGE OF CONCRETE EG EDGE OF GRAVEL, EXISTING GROUND EJIW EAST JORDAN IRON WORKS EL, ELEV ELEVATION ELEC ELECTRIC, ELECTRICAL ENGR ENGINEER EP EDGE OF PAVEMENT EXC EXCAVATE EX EXISTING EXT EXTERIOR FD FLOOR DRAIN FDN FOUNDATION FES FLARED END SECTION FET FLARED END TERMINAL FF FINISHED FLOOR FG FINISHED GRADE FHYD FIRE HYDRANT FL FLOWLINE FLR FLOOR FT FOOT, FEET FTG FOOTING GA GAGE, GAUGE GAL GALLON GB GRADE BREAK GFA GROSS FLOOR AREA GND GROUND GSP GALVANIZED STEEL PIPE GVL GRAVEL HC HANDICAP HDPE HIGH DENSITY POLYETHYLENE HORIZ HORIZONTAL HP HIGH POINT HT HEIGHT HWY HIGHWAY HYD HYDRANT ID INSIDE DIAMETER IE INVERT ELEVATION IN INCH INSUL INSULATE INT INTERIOR INV INVERT LAT LATITUDE LF LINEAR FEET LONG LONGITUDE, LONGITUDINAL LT LEFT LVL LEVEL MATL MATERIAL MAX MAXIMUM MDT MONTANA DEPARTMENT OF TRANSPORTATION MECH MECHANICAL MFD MANUFACTURED MFR MANUFACTURER MH MANHOLE MIN MINIMUM MISC MISCELLANEOUS N NORTH NE NORTHEAST NIC NOT IN CONTRACT NOM NOMINAL NTS NOT TO SCALE NW NORTHWEST OC ON CENTER OD OUTSIDE DIAMETER OHP OVERHEAD POWER PC POINT OF CURVE PI POINT OF INTERSECTION PL PROPERTY LINE PRELIM PRELIMINARY PROP PROPERTY PT POINT, POINT OF TANGENCY PVC POLYVINYL CHLORIDE PVMT PAVEMENT RACET ROAD APPROACH CULVERT END TERMINAL R, RAD RADIUS RC REINFORCED CONCRETE RCP REINFORCED CONCRETE PIPE RD ROAD, ROOF DRAIN REF REFERENCE REQD REQUIRED RT RIGHT R/W RIGHT-OF-WAY S SOUTH SAN SANITARY SCH SCHEDULE SD STORM DRAIN SE SOUTHEAST SEC SECTION SPEC SPECIFICATION SQ SQUARE SQ FT, SF SQUARE FOOT SQ IN SQUARE INCH STA STATION SS SANITARY SEWER STD STANDARD SVC SERVICE SW SIDEWALK, SOUTHWEST TB THRUST BLOCK TBC TOP BACK OF CURB TEMP TEMPORARY, TEMPERATURE TOC TOP OF CONCRETE TRANS TRANSITION TW TOP OF WALL TYP TYPICAL UG UNDERGROUND UTIL UTILITY VERT VERTICAL VOL VOLUME VPD VEHICLES PER DAY W WEST W/WITH W/O WITHOUT WL WATERLINE TR WATER WSEL WATER SURFACE ELEVATION WV WATER VALVE XFMR TRANSFORMER YD YARD NOTE: FOR ABBREVIATIONS NOT LISTED, CONTACT THE ENGINEER. ABBREVIATIONS DETAIL AND SECTION DESIGNATION A -X-X SECTION (LETTER) OR DETAIL (NUMERAL) DESIGNATION DRAWING NUMBER (OR SAME DRAWING) ON DRAWING WHERE SECTION OR DETAIL IS TAKEN: DRAWING NUMBER WHERE SHOWN ON DRAWING WHERE SECTION OR DETAIL IS SHOWN: DRAWING NUMBER(S) WHERE TAKEN GENERAL NOTES: 1.STANDARD SYMBOLS AND LINE TYPES ARE SHOWN IN THE LEGEND. SOME SYMBOLS OR LINE TYPES SHOWN MAY NOT BE SHOWN ON THE PLANS. 2.IN GENERAL, EXISTING STRUCTURES AND FACILITIES ARE NOTED AS "EXISTING" AND ARE SHOWN IN LIGHT LINE WEIGHTS OR AS SCREENED BACKGROUND. NEW STRUCTURES OR FACILITIES ARE SHOWN IN HEAVY LINE WEIGHTS. CONSTRUCTION NOTES: 1.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, SIXTH EDITION DATED APRIL 2010 (MPWSS); THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS; AND THE PROJECT SPECIFICATIONS. 2.CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE DIVISION OF INDUSTRIAL REGULATIONS (OSHA) SAFETY STANDARDS. IF REQUESTED BY THE INSPECTOR, THE CONTRACTOR SHALL PROVIDE PROOF OF A PERMIT FROM SAID DIVISION. 3.THE CONTRACTOR'S OPERATIONS SHALL BE CONFINED WITHIN THE PROJECT LIMITS. MATERIALS AND EQUIPMENT SHALL BE STORED ON THE PROJECT SITE WHERE APPROVED BY THE OWNER. IT SHALL BE UNDERSTOOD THAT THE RESPONSIBILITY FOR PROTECTION AND SAFEKEEPING OF EQUIPMENT AND MATERIALS ON OR NEAR THE SITE WILL BE ENTIRELY THAT OF THE CONTRACTOR AND THAT NO CLAIM SHALL BE MADE AGAINST THE OWNER BY REASON OF ANY ACT OF AN EMPLOYEE OR TRESPASSER. 4.CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION. ANY DISCREPANCIES FOUND ARE TO BE BROUGHT TO THE ENGINEER'S ATTENTION PRIOR TO COMMENCEMENT OR CONTINUATION OF CONSTRUCTION ACTIVITIES. 5.REFERENCE ALL SURVEY MONUMENTS, SECTION CORNERS, 1/4 CORNERS, AND PROPERTY CORNERS PRIOR TO BEING DISTURBED BY CONSTRUCTION. ANY MONUMENTS AND CORNERS DISTURBED DURING CONSTRUCTION SHALL BE REPLACED BY A PROFESSIONAL LAND SURVEYOR (PLS) REGISTERED IN THE STATE OF MONTANA. 6.A PRE-CONSTRUCTION MEETING (AS REQUIRED) SHALL BE HELD WITH THE GENERAL CONTRACTOR, SITE SUBCONTRACTOR,CITY OF BOZEMAN, OWNER, AND MORRISON-MAIERLE, INC. PRIOR TO THE START OF CONSTRUCTION. 7.THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND THE CITY, COUNTY, AND/OR STATE INSPECTOR 48 HOURS PRIOR TO COMMENCING CONSTRUCTION AND 24 HOURS IN ADVANCE OF SPECIFIC INSPECTION NEEDS DURING THE COURSE OF THE WORK. ALL WORK SHALL BE PERFORMED DURING NORMAL WORKING HOURS AND SUBJECT TO THE AVAILABILITY OF AN INSPECTOR AND APPROVED BY THE ENGINEER. THE CONTRACTOR WILL BE BILLED FOR SAID INSPECTION SERVICES AS PROVIDED IN THE MOST RECENTLY ADOPTED FEES FOR SUCH SERVICES. 8.THE CONTRACTOR SHALL PERFORM ALL CONSTRUCTION ACTIVITIES IN A MANNER TO MINIMIZE INCONVENIENCE TO THE ADJACENT BUSINESSES. 9.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL PUBLIC AND PRIVATE PROPERTY INSOFAR AS IT MAY BE AFFECTED BY THESE OPERATIONS, ALL COSTS FOR PROTECTING, REMOVING, AND RESTORING EXISTING IMPROVEMENTS SHALL BE BORNE SOLELY BY THE CONTRACTOR. 10.THE CONTRACTOR SHALL AT ALL TIMES TAKE WHATEVER MEASURES ARE NECESSARY TO ASSURE THE PROPER CONTAINMENT AND DISPOSAL OF POLLUTANTS ON THE SITE IN ACCORDANCE WITH ANY AND ALL APPLICABLE LOCAL, STATE, AND FEDERAL REGULATIONS. 11.THE CONTRACTOR SHALL IMMEDIATELY CLEAN UP ANY CONSTRUCTION MATERIALS INADVERTENTLY DEPOSITED ON EXISTING STREETS, SIDEWALKS, OR OTHER PUBLIC RIGHTS-OF-WAY AND MAKE SURE STREETS AND WALKWAYS ARE CLEANED AT THE END OF EACH WORKING DAY. 12.CONSTRUCTION WORK ZONE TRAFFIC SIGNS SHALL BE FURNISHED, INSTALLED, AND MAINTAINED IN ACCORDANCE WITH APPLICABLE REQUIREMENTS OF THE REGULATORY AGENCIES HAVING JURISDICTION. A TRAFFIC CONTROL PLAN, PREPARED BY THE CONTRACTOR, MAY BE REQUIRED BY THE CITY OR STATE. "CONSTRUCTION AHEAD" WARNING SIGNS ARE TO TO BE INSTALLED ALONG ADJACENT ROADS OR DRIVEWAYS. FLASHERS WITH CAUTION TAPE ARE TO BE INSTALLED WHERE ANY CONSTRUCTION ACTIVITY CROSSES A SIDEWALK OR PEDESTRIAN PATH IN ACCORDANCE WITH THE SPECIFICATIONS AND ANY OR ALL LOCAL REGULATIONS. 13.AREAS ON THE SITE TO BE GRADED SHALL BE CLEARED AND GRUBBED OF ALL VEGETATION AND DEBRIS. THESE MATERIALS SHALL BE REMOVED FROM THE SITE BY THE CONTRACTOR. 14.SURFACE SOILS WITHIN THE PROJECT LIMITS CONTAINING ROOTS AND ORGANIC MATTER SHALL BE STRIPPED DOWN AND STOCKPILED OR DISCARDED AS DIRECTED BY THE OWNER OR ENGINEER. SOIL BORING INFORMATION IS PROVIDED IN THE "REPORT OF GEOTECHNICAL INVESTIGATION: EAST MAIN STREET HOTEL - BOZEMAN, MONTANA" BY TD&H ENGINEERING DATED JULY 2018 (TD&H ENGINEERING JOB NO. B18-042-001). DEEPER STRIPPING WHERE REQUIRED TO REMOVE WEAK SOILS OR ACCUMULATIONS OR ORGANIC MATTER, SHALL BE PERFORMED WHEN DETERMINED BY THE ENGINEER OR OWNER'S AUTHORIZED REPRESENTATIVE. STRIPPING SHALL BE REMOVED FROM THE SITE OR STOCKPILED AT A LOCATION DESIGNATED BY THE OWNER. 15.THE GROUND SURFACE EXPOSED BY STRIPPING SHALL BE SCARIFIED TO A MINIMUM DEPTH OF EIGHT INCHES (8"), MOISTURE CONDITIONED TO THE PROPER MOISTURE CONTENT FOR COMPACTION, AND COMPACTED AS REQUIRED FOR COMPACTED FILL. RECOMPACTION SHALL BE APPROVED BY THE ENGINEER PRIOR TO PLACING FILL. 16.NO STOPPING, PARKING, OR STORING OF CONSTRUCTION MATERIALS IN THE PUBLIC STREETS /ROADS, RIGHTS-OF-WAY, OR ANY DRIVEWAY IS ALLOWED. 17.THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL OR BETTER CONDITION THAN EXISTED PRIOR TO EXCAVATION AS DETERMINED BY AGENCY, OWNER, AND/OR ENGINEER. 18.ASPHALT AND CONCRETE SHALL BE SAW CUT OR NEAT CUT AS APPROVED BY THE ENGINEER. 19.THE CONTRACTOR SHALL UTILIZE COMPACTION EQUIPMENT SUITABLE FOR THE SOIL TYPES AND SURFACE MATERIALS ENCOUNTERED ON THE PROJECT. 20.SUBGRADE, SUB-BASE, BASE, AND SURFACE COURSE COMPACTION SHALL CONFORM TO ALL APPLICABLE SPECIFICATIONS NOTED IN THE MPWSS; CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS; AND/OR THE "REPORT OF GEOTECHNICAL INVESTIGATION: EAST MAIN STREET HOTEL - BOZEMAN, MONTANA" BY TD&H ENGINEERING DATED JULY 2018 (TD&H ENGINEERING JOB NO. B18-042-001). 21.CONCRETE SHALL BE CLASS M-4000 UNLESS OTHERWISE SPECIFIED. 22.CONTRACTION JOINTS SHALL BE CONSTRUCTED BY SAWING OR SCORING. WHEN SCORING, A TOOL SHALL BE USED THAT WILL LEAVE CORNERS ROUNDED AND TO DESTROY AGGREGATE INTERLOCK FOR SPECIFIED MINIMUM DEPTH. 23.GRADE ELEVATIONS INDICATED BY "XX.XX" ON PLANS ARE +4800' TO PROJECT DATUM. 24.SIDE SLOPES FROM DRIVE AND PARKING AREAS SHALL BE 4:1 MAX UNLESS OTHERWISE SPECIFIED. 25.CONTRACTOR IS RESPONSIBLE FOR VERIFYING THAT THERE IS A CONSTRUCTION PERMIT APPROVED BY THE MONTANA DEPARTMENT OF ENVIRONMENTAL QUALITY (MDEQ) OR LOCAL GOVERNING AGENCY AS APPROPRIATE FOR THE CONTROL OF STORM WATER RUNOFF. IF THERE IS NOT AN APPROVED PERMIT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE NECESSARY APPROVALS FROM MDEQ OR THE LOCAL GOVERNING AGENCY. 26.CONTRACTOR IS RESPONSIBLE FOR PROJECT DUST CONTROL. 27.ACCESSIBLE ROUTES SHALL HAVE A MAXIMUM. RUNNING SLOPE OF 5%. GENERAL UTILITY NOTES: 1.THE LOCATION, DEPTH, AND SIZE OF EXISTING UTILITIES SHOWN ON THESE PLANS IS APPROXIMATE. THE CONTRACTOR SHALL FIELD VERIFY THE EXISTENCE, LOCATION, DEPTH, SIZE, LINE, AND GRADE OF EXISTING UTILITY CONNECTIONS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO THE EXISTING FACILITIES DUE TO FAILURE TO LOCATE OR PROVIDE PROPER PROTECTION WHEN LOCATION IS KNOWN. 2.PRIOR TO SUBMITTING PIPING DRAWINGS FOR ANY NEW PIPE THAT IS TO CONNECT TO AN EXISTING PIPE OR STRUCTURE, THE CONTRACTOR SHALL EXPOSE THE EXISTING PIPE OR STRUCTURE TO VERIFY ITS EXACT LOCATION, SIZE, MATERIALS, INVERT ELEVATIONS, AND GRADE. 3.THE CONTRACTOR SHALL NOTIFY THE MONTANA ONE CALL CENTER @ 811 OR (800) 551-8344 FOR ON-SITE UTILITY LOCATION. ALL KNOWN EXISTING UTILITIES SHALL BE MARKED BEFORE DIGGING. 4.GENERAL CONTRACTOR SHALL HAVE APPROVAL OF ALL GOVERNING AGENCIES HAVING JURISDICTION OVER ANY UTILITY SYSTEM PRIOR TO INSTALLATION. 5.DIMENSIONS SHOWN ARE TO CENTERLINE OF PIPE OR FITTING. 6.THE PIPE GRADES SHOWN ARE CALCULATED FROM ACTUAL DISTANCES, EDGE-OF-MANHOLE TO EDGE-OF-MANHOLE FOR STORM DRAIN AS APPLICABLE. THE DISPLAYED PIPE LINEAL FEET REFLECTS THE DISTANCE FROM CENTER-OF-MANHOLE TO CENTER-OF-MANHOLE ON ALL GRAVITY PIPING. 7.LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION POINTS. 8.SIZE OF FITTINGS SHOWN ON DRAWINGS SHALL CORRESPOND TO ADJACENT STRAIGHT RUN OF PIPE, UNLESS OTHERWISE INDICATED. TYPE OF JOINT AND FITTING MATERIAL SHALL BE THE SAME AS SHOWN FOR ADJACENT STRAIGHT RUN OF PIPE. 9.THE CONTRACTOR SHALL ADJUST ALL EXISTING VALVE BOXES, CURB BOXES, AND MANHOLES TO FINAL GRADE UPON COMPLETION OF ALL CONSTRUCTION. ANY BOXES OR MANHOLES DAMAGED OR OTHERWISE DISTURBED BY THE CONTRACTOR OR ANY SUBCONTRACTOR SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. THIS WORK SHALL BE INCIDENTAL TO THE PROJECT. SEPARATE PAYMENT WILL NOT BE MADE. ENTITY POWER & GAS PROJECT CONTACT LIST FIRM OR AGENCY ADDRESS CONTACT PHONE & EMAIL NORTHWESTERN ENERGY 121 EAST GRIFFIN BOZEMAN, MT 59715 DUSTIN WORKMAN (406) 582-4680 Dustin.Workman@northwestern.com TELEPHONE CENTURYLINK 2707 WEST MAIN STREET BOZEMAN, MT 59718 LANCE HOLJE (406) 585-2353 william.holje@centurylink.com BROADBAND CABLE CHARTER COMMUNICATIONS 511 WEST MENDENHALL STREET BOZEMAN, MT 59715 ANDY MOLENDA (406) 586-1837 amolenda@cablevision.com BROADBAND FIBER OPTIC MONTANA OPTICOM 144 QUAIL RUN ROAD BOZEMAN, MT 59718 TRENT FROST (406) 579-5224 tfrost@mt-opticom.com CITY ENGINEERING CITY OF BOZEMAN ENGINEERING DIVISION 20 EAST OLIVE STREET BOZEMAN, MT 59715 GRIFFIN NIELSEN (406) 582-2279 gnielsen@bozeman.net CITY PLANNING & ZONING CITY OF BOZEMAN PLANNING DEPARTMENT DANIELLE GARBER (406) 582-2260 dgarber@bozeman.net WATER & SANITARY SEWER CITY OF BOZEMAN WATER & SEWER DIVISION 121 NORTH ROUSE AVENUE BOZEMAN, MT 59715 JOHN ALSTON (SUPERINTENDENT) (406) 582-3200 jalston@bozeman.net ENGINEER OF CONTENT MORRISON-MAIERLE, INC. 2880 TECHNOLOGY BLVD W PO BOX 1113 BOZEMAN, MT 59771-1113 MATT EKSTROM, PE (406) 587-0721 mekstrom@m-m.net ENVIRONMENTAL MORRISON-MAIERLE, INC. 2880 TECHNOLOGY BLVD W PO BOX 1113 BOZEMAN, MT 59771-1113 CHRISTINE PEARCY (406) 587-0721 cpearcy@m-m.net 20 EAST OLIVE STREET BOZEMAN, MT 59715 DEVELOPER BLACKRIDGE COMPANIES 1735 SOUTH 19TH AVENUE, STE B PO BOX 11890 BOZEMAN, MT 59719 WILL RALPH, PE, LEED AP (DIRECTOR OF DEVELOPMENT) (406) 582-8100 wralph@blackridgeco.com Know what's below. before you dig.Call R 7/13/2020 RE C O R D D R A W I N G S /// / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / ///////// / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / //////////// / / / / / / /// /// ///////////////////////////////////////////////////////////////////////////////// // / ////// // / E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W OH P OH P BF GA S E10S E10S E10S E8 S E10S E10S E10S E10S E10S E10S E10S E10S E1 0 S E1 0 S E1 0 S E10S E10S E8 W E8 W E8 W E8 W BF E10S E10S E10S E10S E8 W E8 W E10S E10S E8 S E8 S E10S E8S E8S E8S E8 S E8 S E8 W E8 W E8 W E8 W E8 S BP J J BCT V BC T V GA S E3 6 S D PPB E8 W E8 W E8 W E8 W -0+50 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00S 89°54'29" E S 89°51'58" E VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 2020COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\5305\006 - ICON APTS\ACAD\RECORD\G-02_SURVEY-CONTROL-SHEET_20200713.DWG PLOTTED BY:THOMAS EASTWOOD ON Jul/13/2020 REVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net engineers surveyors planners scientists MorrisonMaierle ICON APARTMENTS OFF-SITE ROADWAY IMPROVEMENTS 5305.006 MONTANA WEST BABCOCK STREET WIDENING SURVEY CONTROL SHEET 2 G-2 TEE KDJ MEE 01/2019      1 CITY OF BOZEMAN REVIEW 7/12/2019TEE               BOZEMAN    GRAPHIC SCALE 0 (IN FEET) 10 201020 1 INCH = 20 FT 11x17 HORIZONTAL SCALE: 1" = 40' CONTOUR INTERVAL = 0.50' Know what's below. before you dig.Call R WEST BABCOCK STREET 1.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 6TH EDITION DATED APRIL 2010 (MPWSS); THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS; AND THE PROJECT SPECIFICATIONS. 2.ALL TEXT AND FEATURES SHOWN SHADED ARE EXISTING. GENERAL NOTES: CO T T O N W O O D R O A D CONTROL POINT NO. LOCAL NORTHING LOCAL EASTING ELEVATION (FT)DESCRIPTION 205 -214.084 352.453 4785.40 SURVEY CONTROL DATA HORIZONTAL DATUM:LOCAL COORDINATE SYSTEM - INTERNATIONAL FEET VERTICAL DATUM:NAVD 88 (CITY OF BOZEMAN DATUM = NAVD 88 - 19.4 FT) BASED ON MTSU CORS COMPUTED USING GEOID 12B TRANSFORMATION:COORDINATES, DISTANCES, AND BEARINGS ARE TRANSFORMED TO GROUND AT GRID NORTHING 527661.791' AND GRID EASTING 1558699.573' WITH A -1.47462432° ROTATION TO THE NORTH GRID COORDINATES DERIVED FROM GPS OBSERVATIONS WITH SURVEY-GRADE RECEIVERS AND REFERENCED TO THE MONTANA COORDINATE SYSTEM, SINGLE ZONE, NAD 83 (CORS) COMBINATION SCALE FACTOR:0.999435 X = SURVEY CONTROL POINT YELLOW PLASTIC CAP (YPC) 205 207 -214.903 712.487 4786.32 BLUE PLASTIC CAP (BPC) 208 -220.013 2910.099 4790.85 YELLOW PLASTIC CAP (YPC) 213 -219.224 2554.739 4789.29 BLUE PLASTIC CAP (BPC) 214 -219.355 2614.824 4789.62 216 -304.071 351.243 4785.07 5/8" REBAR 219 -217.138 1682.446 4788.58 228 -217.766 1904.694 4788.69 229 -217.508 1844.675 4788.91 400 -214.805 652.515 4786.01 BLUE PLASTIC CAP (BPC) 207 228 214400219229213 208 216 RE S O R T D R I V E GRID NORTHING GRID EASTING 525092.447 1558704.141 525082.369 1559063.831 525020.742 1561259.342 525030.670 1560904.321 BLUE PLASTIC CAP (BPC)525028.994 1560964.349 525002.572 1558700.617 525055.189 1560032.863 BLUE PLASTIC CAP (BPC) 525048.846 1560254.896 BLUE PLASTIC CAP (BPC) 525050.647 1560194.937 BLUE PLASTIC CAP (BPC) 525084.010 1559003.915 HA N L E Y A V E N U E FE R G U S O N A V E N U E 7/13/2020 RE C O R D D R A W I N G S 3+00 4+00 5+00 6+00 7+00 8+00 9+00S 89°54'29" E TEMPORARY SANITARY FACILITY SD SD SD SD 9+00 10+00 11+00 12+00 13+00 14+00 15+00 SF SF SF SF S F SF SF SF SF SF TEMPORARY SANITARY FACILITY SILT FENCE (TYP) SEE DETAIL 1 D-3 VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 2020COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\5305\006 - ICON APTS\ACAD\RECORD\C-01_EROSION+SEDIMENT-CNTRL_STA_3+00-15+00_20200713.DWG PLOTTED BY:THOMAS EASTWOOD ON Jul/13/2020 REVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net engineers surveyors planners scientists MorrisonMaierle ICON APARTMENTS OFF-SITE ROADWAY IMPROVEMENTS 5305.006 MONTANA WEST BABCOCK STREET WIDENING EROSION & SEDIMENT CONTROL | STA 3+00 TO 15+00 3 C-1 TEE KDJ MEE 01/2019      1 CITY OF BOZEMAN REVIEW 7/12/2019TEE               BOZEMAN    GRAPHIC SCALE 0 (IN FEET) 10 201020 1 INCH = 20 FT 11x17 HORIZONTAL SCALE: 1" = 40' CONTOUR INTERVAL = 0.50' Know what's below. before you dig.Call R WEST BABCOCK STREET 1.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 6TH EDITION DATED APRIL 2010 (MPWSS); THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS; AND THE PROJECT SPECIFICATIONS. 2.ALL REQUIRED PERIMETER SILT AND CONSTRUCTION FENCING SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITY (STOCKPILING, STRIPPING, GRADING, ETC). ALL OTHER REQUIRED EROSION CONTROL MEASURES SHALL BE INSTALLED AT THE APPROPRIATE TIME IN THE CONSTRUCTION SEQUENCE AS INDICATED IN THE APPROVED PROJECT SCHEDULE, CONSTRUCTION PLANS, AND STORMWATER MANAGEMENT PLAN. 3.AT ALL TIMES DURING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREVENTING AND CONTROLLING ON-SITE EROSION INCLUDING KEEPING THE PROPERTY SUFFICIENTLY WATERED SO AS TO MINIMIZE WIND BLOWN SEDIMENT. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR INSTALLING AND MAINTAINING ALL EROSION CONTROL FACILITIES SHOWN HEREIN. 4.PRE-DISTURBANCE VEGETATION SHALL BE PROTECTED AND RETAINED WHEREVER POSSIBLE. REMOVAL OR DISTURBANCE OF EXISTING VEGETATION SHALL BE LIMITED TO THE AREA(S) REQUIRED FOR IMMEDIATE CONSTRUCTION OPERATIONS, AND FOR THE SHORTEST PRACTICAL PERIOD OF TIME. 5.CONDITIONS IN THE FIELD MAY WARRANT EROSION CONTROL MEASURES IN ADDITION TO WHAT IS SHOWN ON THESE PLANS. THE CONTRACTOR SHALL IMPLEMENT WHATEVER MEASURES ARE DETERMINED NECESSARY TO CONTROL ON-SITE EROSION. 6.ALL SOIL STOCKPILES SHALL BE PROTECTED FROM SEDIMENT TRANSPORT BY APPROPRIATE EROSION CONTROL METHODS. ANY SOIL STOCKPILE THAT WILL BE DORMANT FOR OVER THIRTY (30) DAYS SHALL BE SEEDED. 7.THE CONTRACTOR SHALL AT ALL TIMES TAKE WHATEVER MEASURES ARE NECESSARY TO ASSURE THE PROPER CONTAINMENT AND DISPOSAL OF POLLUTANTS ON THE SITE IN ACCORDANCE WITH ANY AND ALL APPLICABLE LOCAL, STATE, AND FEDERAL REGULATIONS. 8.THE CONTRACTOR SHALL IMMEDIATELY CLEAN UP ANY CONSTRUCTION MATERIALS INADVERTENTLY DEPOSITED ON EXISTING STREETS OR OTHER PUBLIC RIGHTS OF WAY, AND MAKE SURE STREETS ARE CLEANED AT THE END OF EACH WORKING DAY. EROSION & SEDIMENT CONTROL NOTES: ST A F F O R D AV E N U E WEST BABCOCK STREET EROSION & SEDIMENT CONTROL | STA 3+00 TO 9+00 EROSION & SEDIMENT CONTROL | STA 9+00 TO 15+00 NOTES BY SYMBOL: TYPE D INLET PROTECTION BMP INSTALLED PER DETAIL 3 ON SHEET D-3 FOR EXISTING AND/OR RELOCATED STORM DRAIN INLET 1 LEGEND 2 EXISTING MAJOR CONTOUR4820 EXISTING MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR 4820 INSTALL CONCRETE WASHOUT FACILITY PER DETAIL 2 ON SHEET D-3 MISCELLANEOUS PROTECT ITEM SILT FENCE TO BE INSTALLEDSFSF MA T C H L I N E SE E D E T A I L 2 MA T C H L I N E SE E D E T A I L 1 2 MA T C H L I N E SE E S H E E T C - 2 CL I F D E N DR I V E RE S O R T D R I V E PROJECT LIMITS BOUNDARY FOR COTTONWOOD ROAD - BABCOCK TO DURSTON PROJECT 1 1 1 7/13/2020 RE C O R D D R A W I N G S / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / ///////// / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / ///////// ///////////////////////////////////////////////////////////////////// /// ///////// ////// ///////////////////// /// / / / / / / /// /// E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E10S E10S E10S E10S E10S E10S E10S E10S E10S E10S E10S E10S E10S E18SD E8 W E8 W E8 W E8 W E8 W E10S E10S E10S E10S E10S E10S E10S E10S E10S E10S E10S E10S E10S E10S E8 S E8 S E8 S E8 S E8 S E1 2 S D E1 2 S D E10S E10S E10S E10S E10S E10S E10S E10S E8 S E8 S E1 2 S D E1 2 S D E1 2 S D E8 S E8 S E8 W E8 W E8 S E8 S E8 S E8 W 15+00 16+00 17+00 18+00 19+00 20+00 SF SF TEMPORARY SANITARY FACILITY SF SF SF SF SILT FENCE (TYP) SEE DETAIL 1 D-3 /// / / / / / / / / / / / / / / / / / / / / / ///////// / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / ////// // / // / /// /// /// /// /// /// /// /// /////////////////////////// //////////// ////////////////// ///////////////////////////////// ////// /// ////// E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E10S E10S E10S E10S E8 S E8 S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8SE1 2 S D E1 2 S D E1 2 S D E8 W E8 W E10W E6 W BP BP BP BP BP BP BP J J BP BP BP BP BP BP BP BP BP BC T V BCT V BC T V BC T V BC T V BC T V BC T V BCT V BC T V BC T V BC T V BC T V BC T V BCT V BC T V BC T V BC T V BT BT BT BT BT BT BT BT BT BT BT BT BC T V BT BT BT BT BT BT GAS GAS GA S GA S GA S GA S GA S GA S E3 6 S D E3 6 S D E3 6 S D E3 6 S D E3 6 S D E8 S PPB 8S 21+00 22+00 23+00 24+00 25+00 26+00 VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 2020COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\5305\006 - ICON APTS\ACAD\RECORD\C-02_EROSION+SEDIMENT-CNTRL_STA_15+00-END_20200713.DWG PLOTTED BY:THOMAS EASTWOOD ON Jul/13/2020 REVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net engineers surveyors planners scientists MorrisonMaierle ICON APARTMENTS OFF-SITE ROADWAY IMPROVEMENTS 5305.006 MONTANA WEST BABCOCK STREET WIDENING EROSION & SEDIMENT CONTROL | STA 15+00 TO END 4 C-2 TEE KDJ MEE 01/2019      1 CITY OF BOZEMAN REVIEW 7/12/2019TEE               BOZEMAN    GRAPHIC SCALE 0 (IN FEET) 10 201020 1 INCH = 20 FT 11x17 HORIZONTAL SCALE: 1" = 40' CONTOUR INTERVAL = 0.50' Know what's below. before you dig.Call R WEST BABCOCK STREET 1.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 6TH EDITION DATED APRIL 2010 (MPWSS); THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS; AND THE PROJECT SPECIFICATIONS. 2.ALL REQUIRED PERIMETER SILT AND CONSTRUCTION FENCING SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITY (STOCKPILING, STRIPPING, GRADING, ETC). ALL OTHER REQUIRED EROSION CONTROL MEASURES SHALL BE INSTALLED AT THE APPROPRIATE TIME IN THE CONSTRUCTION SEQUENCE AS INDICATED IN THE APPROVED PROJECT SCHEDULE, CONSTRUCTION PLANS, AND STORMWATER MANAGEMENT PLAN. 3.AT ALL TIMES DURING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREVENTING AND CONTROLLING ON-SITE EROSION INCLUDING KEEPING THE PROPERTY SUFFICIENTLY WATERED SO AS TO MINIMIZE WIND BLOWN SEDIMENT. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR INSTALLING AND MAINTAINING ALL EROSION CONTROL FACILITIES SHOWN HEREIN. 4.PRE-DISTURBANCE VEGETATION SHALL BE PROTECTED AND RETAINED WHEREVER POSSIBLE. REMOVAL OR DISTURBANCE OF EXISTING VEGETATION SHALL BE LIMITED TO THE AREA(S) REQUIRED FOR IMMEDIATE CONSTRUCTION OPERATIONS, AND FOR THE SHORTEST PRACTICAL PERIOD OF TIME. 5.CONDITIONS IN THE FIELD MAY WARRANT EROSION CONTROL MEASURES IN ADDITION TO WHAT IS SHOWN ON THESE PLANS. THE CONTRACTOR SHALL IMPLEMENT WHATEVER MEASURES ARE DETERMINED NECESSARY TO CONTROL ON-SITE EROSION. 6.ALL SOIL STOCKPILES SHALL BE PROTECTED FROM SEDIMENT TRANSPORT BY APPROPRIATE EROSION CONTROL METHODS. ANY SOIL STOCKPILE THAT WILL BE DORMANT FOR OVER THIRTY (30) DAYS SHALL BE SEEDED. 7.THE CONTRACTOR SHALL AT ALL TIMES TAKE WHATEVER MEASURES ARE NECESSARY TO ASSURE THE PROPER CONTAINMENT AND DISPOSAL OF POLLUTANTS ON THE SITE IN ACCORDANCE WITH ANY AND ALL APPLICABLE LOCAL, STATE, AND FEDERAL REGULATIONS. 8.THE CONTRACTOR SHALL IMMEDIATELY CLEAN UP ANY CONSTRUCTION MATERIALS INADVERTENTLY DEPOSITED ON EXISTING STREETS OR OTHER PUBLIC RIGHTS OF WAY, AND MAKE SURE STREETS ARE CLEANED AT THE END OF EACH WORKING DAY. EROSION & SEDIMENT CONTROL NOTES: NO R T H HA N L E Y AV E N U E WEST BABCOCK STREET EROSION & SEDIMENT CONTROL | STA 15+00 TO 20+50 EROSION & SEDIMENT CONTROL | STA 20+50 TO END NOTES BY SYMBOL: TYPE D INLET PROTECTION BMP INSTALLED PER DETAIL 3 ON SHEET D-3 FOR EXISTING AND/OR RELOCATED STORM DRAIN INLET 1 LEGEND 2 EXISTING MAJOR CONTOUR4820 EXISTING MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR 4820 INSTALL CONCRETE WASHOUT FACILITY PER DETAIL 2 ON SHEET D-3 MISCELLANEOUS PROTECT ITEM SILT FENCE TO BE INSTALLEDSFSF MA T C H L I N E SE E D E T A I L 2 MA T C H L I N E SE E D E T A I L 1 MA T C H L I N E SE E S H E E T C - 1 SO U T H HA N L E Y AV E N U E 1 1 1 1 2 KI M B A L L AV E N U E 7/13/2020 RE C O R D D R A W I N G S / / / / / / / / / / / / / / / / / / ///////// / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / ///////// /// ///////// ///////////////////////////////////////////////////////////////////////////////////////////// ///////// /// /// / / / E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E10S E10S E8 S E8 S E8 S E8 S E8 S E10S E10S E10S E10S E10S E10S E10S E10S E10S E10S E10S E10S E10S E10S E10S E8 S E10S E10S E10S E10S E10S E10S E10S E10S E10S E10S E10S E10S E10S E10S E10S E10S E10S E8 S E8 S E10S E8 W E8 W E8 W E8 W E8 W 3+00 4+00 5+00 6+00 7+00 8+00 9+00S 89°54'29" E ±STA 3+11.29 TO 9+00 REMOVE ±589 LF CURB & GUTTER AND ±107 SY OF ASPHALT PLUS ±592 LF OF ASPHALT/CONCRETE SAWCUT ±STA 3+11.29 - 19.7' RT BEGIN REMOVAL OF ASPHALT AND CURB & GUTTER FOR WIDENING ±STA 5+34.28 - 16.1' RT REMOVE EXISTING BICYCLE SYMBOL PAVEMENT MARKING ±STA 5+46.28 - 16.2' RT REMOVE EXISTING STRAIGHT ARROW SYMBOL PAVEMENT MARKING ±STA 3+11.29 TO 9+00 REMOVE ±589 LF OF EXISTING 4" WHITE PAINT PAVEMENT MARKING APPROXIMATE REMOVAL AREA LIMITS (TYP) ±STA 3+11.29 - 4.0' RT BEGIN REMOVAL OF EXISTING 4" DOUBLE YELLOW PAINT ±STA 3+64.81 - 4.0' RT END REMOVAL OF EXISTING 4" DOUBLE YELLOW PAINT ±STA 4+17.42 - 3.9' RT BEGIN REMOVAL OF EXISTING 4" DOUBLE YELLOW PAINT REMOVE ±54 LF OF EXISTING 4" DOUBLE YELLOW PAINT ±STA 4+17.42 TO 9+00 REMOVE ±483 LF OF EXISTING 4" DOUBLE YELLOW PAINT PAVEMENT MARKING STATIONING FOR BEGINNING OF REMOVALS IS APPROXIMATE. REMOVAL OF CURB AND GUTTER, ASPHALT, AND PAINT SHALL BEGIN AT THE PROJECT LIMIT BOUNDARY FOR THE ADJACENT COTTONWOOD ROAD - BABCOCK TO DURSTON PROJECT. / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / //////////// / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / ///////// / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /// //////////////////////// ////////////////////////////////////////////////////////////////////////////// /// ////// /// /// /// // / ////// / / / // / // / E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E10S E8 S E8 S E10S E10S E10S E10S E10S E10S E10S E10S E10S E10S E1 0 S E1 0 S E1 0 S E1 0 S E1 0 S E10S E10S E10S E10S E10S E10S E10S E10S E10S E10S E10S E10S E8 W E8 W E8 W E8 W E8 W BF BF BF BF BF ES D E1 2 S D E12SD E12SD E12SD E12SD /// /// // / E10S E10S E10S E10S E10S E10S E10S E10S E10S E10S E10S E10S E8 S E8 S 9+00 10+00 11+00 12+00 13+00 14+00 15+00 ±STA 9+00 TO 10+33.15 REMOVE ±134 LF CURB & GUTTER AND ±23 SY OF ASPHALT PLUS ±592 LF OF ASPHALT/CONCRETE SAWCUT REMOVE ±266 SY OF CURB & GUTTER, CONCRETE VALLEY GUTTER, ACCESSIBLE RAMPS, & ASPHALT REMOVE ±50 SY OF CONCRETE SIDEWALK & ASPHALT PATH ±STA 10+92.66 TO 13+09.96 REMOVE ±218 LF CURB & GUTTER AND ±41 SY OF ASPHALT PLUS ±218 LF OF ASPHALT/CONCRETE SAWCUT REMOVE ±22 SY OF CONCRETE ACCESSIBLE RAMP, TRUNCATED DOME PANEL, & SIDEWALK ±STA 13+18.07 TO 14+04.06 REMOVE ±86 LF CURB & GUTTER AND ±18 SY OF ASPHALT PLUS ±86 LF OF ASPHALT/CONCRETE SAWCUT REMOVE ±27 SY OF CONCRETE ACCESSIBLE RAMP, TRUNCATED DOME PANEL, & SIDEWALK ±STA 14+12.06 TO 15+00 REMOVE ±88 LF CURB & GUTTER AND ±18 SY OF ASPHALT PLUS ±88 LF OF ASPHALT/CONCRETE SAWCUT REMOVE ±33 SY OF CONCRETE SIDEWALK APPROXIMATE REMOVAL AREA LIMITS (TYP) ±STA 10+93 TO 15+00 REMOVE ±600 LF OF EXISTING 4" WHITE PAINT PAVEMENT MARKING ±STA 12+04.63 - 16.7' RT REMOVE EXISTING BICYCLE SYMBOL PAVEMENT MARKING ±STA 12+16.63 - 16.7' RT REMOVE EXISTING STRAIGHT ARROW SYMBOL PAVEMENT MARKING ±STA 9+00 TO 10+31 REMOVE ±131 LF OF EXISTING 4" WHITE PAINT PAVEMENT MARKING ±STA 10+30.92 - 4.3' RT END REMOVAL OF EXISTING 4" DOUBLE YELLOW PAINT ±STA 9+00 TO 10+30.92 REMOVE ±131 LF OF EXISTING 4" DOUBLE YELLOW PAINT PAVEMENT MARKING ±STA 10+94.73 - 4.4' RT BEGIN REMOVAL OF EXISTING 4" DOUBLE YELLOW PAINT ±STA 13+38.22 - 4.6' RT END REMOVAL OF EXISTING 4" DOUBLE YELLOW PAINT ±STA 10+94.73 TO 13+38.22 REMOVE ±244 LF OF EXISTING 4" DOUBLE YELLOW PAINT PAVEMENT MARKING ±STA 13+84.00 - 4.6' RT BEGIN REMOVAL OF EXISTING 4" DOUBLE YELLOW PAINT ±STA 13+84.00 TO 15+00.00 REMOVE ±116 LF OF EXISTING 4" DOUBLE YELLOW PAINT PAVEMENT MARKING LEGEND EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR 4788 4787.50 4788 4787.50 EXISTING ASPHALT SURFACE EXISTING CONCRETE SURFACE EXISTING CRUSHED FINES SURFACE VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 2020COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\5305\006 - ICON APTS\ACAD\RECORD\X-01_REMOVAL-PLAN_STA_3+00-15+00_20200713.DWG PLOTTED BY:THOMAS EASTWOOD ON Jul/13/2020 REVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net engineers surveyors planners scientists MorrisonMaierle ICON APARTMENTS OFF-SITE ROADWAY IMPROVEMENTS 5305.006 MONTANA WEST BABCOCK STREET WIDENING REMOVAL PLAN | STA 3+00 TO 15+00 5 X-1 TEE KDJ MEE 01/2019     1 CITY OF BOZEMAN REVIEW 7/12/2019TEE               BOZEMAN    GRAPHIC SCALE 0 (IN FEET) 10 201020 1 INCH = 20 FT 11x17 HORIZONTAL SCALE: 1" = 40' CONTOUR INTERVAL = 0.50' Know what's below. before you dig.Call R WEST BABCOCK STREET ST A F F O R D AV E N U E MA T C H L I N E SE E S H E E T X - 2 APROXIMATE PROJECT LIMITS BOUNDARY FOR COTTONWOOD ROAD - BABCOCK TO DURSTON PROJECT WEST BABCOCK STREET REMOVAL PLAN | STA 3+00 TO 9+00 REMOVAL PLAN | STA 9+00 TO 15+00 MA T C H L I N E SE E D E T A I L 2 MA T C H L I N E SE E D E T A I L 1 1.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 6TH EDITION DATED APRIL 2010 (MPWSS); THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS; AND THE PROJECT SPECIFICATIONS. 2.THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL OR BETTER CONDITION THAN EXISTED PRIOR TO EXCAVATION AS DETERMINED BY AGENCY, OWNER, AND/OR ENGINEER. 3.ASPHALT, CONCRETE CURB, AND SIDEWALK SHALL BE SAW CUT OR NEAT CUT AS APPROVED BY AGENCY AND/OR ENGINEER. 4.DIMENSIONS SHOWN ARE MEASURED TO TOP-BACK OF CURB UNLESS STATED OTHERWISE. 5.SIDE SLOPES FROM DRIVE, SIDEWALK, AND CURB AREAS SHALL BE FOUR TO ONE (4:1 - HORIZONTAL:VERTICAL), OR TWENTY-FIVE PERCENT (25%), MAXIMUM UNLESS OTHERWISE DIRECTED BY THE ENGINEER. GENERAL NOTES: RE S O R T DR I V E CL I F D E N DR I V E 7/13/2020 RE C O R D D R A W I N G S / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / ///////// / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / ///////// ///////////////////////////////////////////////////////////////////// /// ///////// ////// ///////////////////// /// / / / / / / /// /// E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E10S E10S E10S E10S E10S E10S E10S E10S E10S E10S E10S E10S E10S E18SD E8 W E8 W E8 W E8 W E8 W E10S E10S E10S E10S E10S E10S E10S E10S E10S E10S E10S E10S E10S E10S E8 S E8 S E8 S E8 S E8 S E1 2 S D E1 2 S D E10S E10S E10S E10S E10S E10S E10S E10S E8 S E8 S E1 2 S D E1 2 S D E1 2 S D E8 S E8 S E8 W E8 W E8 S E8 S E8 S E8 W 15+00 16+00 17+00 18+00 19+00 20+00 ±STA 15+00 TO 15+64.11 REMOVE ±64 LF CURB & GUTTER AND ±12 SY OF ASPHALT PLUS ±64 LF OF ASPHALT/CONCRETE SAWCUT REMOVE ±62 SY OF CONCRETE SIDEWALK, ACCESSIBLE RAMP, TRUNCATED DOME PANEL, & GRAVEL PATH REMOVE ±98 SY OF CURB & GUTTER, CONCRETE DRIVE APPROACH, & ASPHALT REMOVE ±54 SY OF CONCRETE SIDEWALK, ACCESSIBLE RAMP, & TRUNCATED DOME PANEL ±STA 16+03.40 TO 20+50 REMOVE ±447 LF CURB & GUTTER AND ±83 SY OF ASPHALT PLUS ±447 LF OF ASPHALT/CONCRETE SAWCUT ±STA 17+26.95 - 17.0' RT REMOVE EXISTING BICYCLE SYMBOL PAVEMENT MARKING ±STA 17+38.95 - 17.0' RT REMOVE EXISTING STRAIGHT ARROW SYMBOL PAVEMENT MARKING ±STA 16+06 TO 20+50 REMOVE ±444 LF OF EXISTING 4" WHITE PAINT PAVEMENT MARKING ±STA 15+00 TO 15+59 REMOVE ±59 LF OF EXISTING 4" WHITE PAINT PAVEMENT MARKING ±STA 15+59.09 - 4.7' RT END REMOVAL OF EXISTING 4" DOUBLE YELLOW PAINT ±STA 15+00.00 TO 15+59.09 REMOVE ±59 LF OF EXISTING 4" DOUBLE YELLOW PAINT PAVEMENT MARKING ±STA 16+07.63 - 4.6' RT BEGIN REMOVAL OF EXISTING 4" DOUBLE YELLOW PAINT ±STA 16+07.63 TO 20+50.00 REMOVE ±443 LF OF EXISTING 4" DOUBLE YELLOW PAINT PAVEMENT MARKING ±STA 15+27.20 - 6.0' LT BEGIN REMOVAL OF EXISTING 4" WHITE PAINT ±STA 15+59.57 - 6.0' LT END REMOVAL OF EXISTING 4" WHITE PAINT /// / / / / / / / / / / / / / / / / / / / / / ///////// / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / ////// // / // / /// /// /// /// /// /// /// /// /////////////////////////// //////////// ////////////////// ///////////////////////////////// ////// /// ////// E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E10S E10S E10S E10S E8 S E8 S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8SE1 2 S D E1 2 S D E1 2 S D E8 W E8 W E6 W BP BP BP BP BP BP BP J J BP BP BP BP BP BP BP BP BP BC T V BCT V BC T V BC T V BC T V BC T V BC T V BCT V BC T V BC T V BC T V BC T V BC T V BCT V BC T V BC T V BC T V BT BT BT BT BT BT BT BT BT BT BT BT BC T V BT BT BT BT BT BT GAS GAS GA S GA S GA S GA S GA S GA S E3 6 S D E3 6 S D E3 6 S D E3 6 S D E3 6 S D E8 S PPB 21+00 22+00 23+00 24+00 25+00 26+00 ±STA 20+50 TO 25+82.69 REMOVE ±533 LF CURB & GUTTER AND ±106 SY OF ASPHALT PLUS ±537 LF OF ASPHALT/CONCRETE SAWCUT ±STA 24+36.44 - 17.6' RT REMOVE EXISTING BICYCLE SYMBOL PAVEMENT MARKING ±STA 24+48.44 - 17.6' RT REMOVE EXISTING STRAIGHT ARROW SYMBOL PAVEMENT MARKING ±STA 20+50 TO 25+82.13 REMOVE ±532 LF OF EXISTING 4" WHITE PAINT PAVEMENT MARKING ±STA 24+83.48 - 4.1' LT END REMOVAL OF EXISTING 4" DOUBLE YELLOW PAINT±STA 23+19.52 - 5.0' RT BEGIN REMOVAL OF EXISTING 4" DOUBLE YELLOW PAINT REMOVE ±196 SF OF EXISTING 4" DOUBLE YELLOW PAINT REMOVE ±30 SF OF EXISTING 24" WIDE THERMOPLASTIC PAVEMENT MARKINGS ±STA 25+82.13 - 16.0' RT END REMOVAL OF EXISTING 4" WHITE PAINT ±STA 22+68.89 - 5.3' RT END REMOVAL OF EXISTING 4" DOUBLE YELLOW PAINT ±STA 20+50.00 TO 22+68.89 REMOVE ±219 LF OF EXISTING 4" DOUBLE YELLOW PAINT PAVEMENT MARKING LEGEND EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR 4788 4787.50 4788 4787.50 EXISTING ASPHALT SURFACE EXISTING CONCRETE SURFACE EXISTING CRUSHED FINES SURFACE VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 2020COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\5305\006 - ICON APTS\ACAD\RECORD\X-02_REMOVAL-PLAN_STA_15+00-END_20200713.DWG PLOTTED BY:THOMAS EASTWOOD ON Jul/13/2020 REVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net engineers surveyors planners scientists MorrisonMaierle ICON APARTMENTS OFF-SITE ROADWAY IMPROVEMENTS 5305.006 MONTANA WEST BABCOCK STREET WIDENING REMOVAL PLAN | STA 15+00 TO END 6 X-2 TEE KDJ MEE 01/2019      1 CITY OF BOZEMAN REVIEW 7/12/2019TEE               BOZEMAN    GRAPHIC SCALE 0 (IN FEET) 10 201020 1 INCH = 20 FT 11x17 HORIZONTAL SCALE: 1" = 40' CONTOUR INTERVAL = 0.50' Know what's below. before you dig.Call R WEST BABCOCK STREET NO R T H HA N L E Y AV E N U E WEST BABCOCK STREET REMOVAL PLAN | STA 15+00 TO 20+50 REMOVAL PLAN | STA 20+50 TO END MA T C H L I N E SE E D E T A I L 2 MA T C H L I N E SE E D E T A I L 1 1.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 6TH EDITION DATED APRIL 2010 (MPWSS); THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS; AND THE PROJECT SPECIFICATIONS. 2.THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL OR BETTER CONDITION THAN EXISTED PRIOR TO EXCAVATION AS DETERMINED BY AGENCY, OWNER, AND/OR ENGINEER. 3.ASPHALT, CONCRETE CURB, AND SIDEWALK SHALL BE SAW CUT OR NEAT CUT AS APPROVED BY AGENCY AND/OR ENGINEER. 4.DIMENSIONS SHOWN ARE MEASURED TO TOP-BACK OF CURB UNLESS STATED OTHERWISE. 5.SIDE SLOPES FROM DRIVE, SIDEWALK, AND CURB AREAS SHALL BE FOUR TO ONE (4:1 - HORIZONTAL:VERTICAL), OR TWENTY-FIVE PERCENT (25%), MAXIMUM UNLESS OTHERWISE DIRECTED BY THE ENGINEER. GENERAL NOTES: MA T C H L I N E SE E D E T A I L 2 SH E E T X - 1 SO U T H HA N L E Y AV E N U E KI M B A L L AV E N U E 7/13/2020 RE C O R D D R A W I N G S DYH S S I S S3+00 4+00 5+00 6+00 7+00 8+00 9+00S 89°54'29" E 86.45 TBC = SW 86.63 SW = 86.68 SW = 86.16 FL = 86.55 TBC = 86.10 FL = 86.79 TBC = 86.90 SW = 86.96 SW = 86.58 GB SW = 86.72 TBC = SW 86.19 FL = SW 86.23 FL = SW 86.31 FL = 86.26 EC = EA 86.39 EC = EA 86.59 TBC = SW 87.39 TBC = 86.91 TBC = SW 87.00 SW = 87.09 SW = 87.23 TBC = SW 86.55 FL = SW 86.63 FL = SW 86.93 GB SW = 87.02 GB SW = 87.00 GB SW =86.91 GB SW = 86.86 TBC = SW 86.42 FL = SW 86.45 FL = SW 86.92 TBC = SW 86.99 GB TBC = 88.25 GB TBC = 88.38 HP TBC = S 89°51'58" E6.00' 6.00' 16.10' 15.82' 16.21' 15.85' 16.30' 15.83' 16.36' 15.84' 16.43' 15.84' 16.50' 15.85' 35.00' ±52' TBC-TBC (TYP) 86.67 GB SW = 86.02 FL = SW 86.04 FL = SW 86.52 TBC = SW 4786 4786.50 478 7 4787.50 4788 4788.50 4788.5047884787.50 4787.50 4788 4788 4787.50 4786 4786 4786.50 4787 4787.50 4788 4787.50 4788 4788.50 4788.50 4788 4787.50 SOUTH STAFFORD AVENUE BY THE ICON APARTMENTS PROJECT | LIMITS OF THIS PROJECT INDICATED BY DIMENSIONS SHOWN 12.14'RIGHT-OF-WAY BOUNDARY (TYP) 4780 4785 4790 4780 4785 4790 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 EG C L - 4 7 8 6 . 1 8 EG C L - 4 7 8 6 . 2 9 EG C L - 4 7 8 6 . 3 8 EG C L - 4 7 8 6 . 6 6 EG C L - 4 7 8 6 . 8 3 EG C L - 4 7 8 6 . 7 5 EG C L - 4 7 8 6 . 7 3 EG C L - 4 7 8 7 . 0 1 EG C L - 4 7 8 7 . 2 9 EG C L - 4 7 8 7 . 5 0 EG C L - 4 7 8 7 . 5 8 EG C L - 4 7 8 7 . 6 7 EG C L - 4 7 8 7 . 7 9 EG C L - 4 7 8 7 . 9 0 EG C L - 4 7 8 8 . 0 1 EG C L - 4 7 8 8 . 1 3 EG C L - 4 7 8 8 . 2 4 EG C L - 4 7 8 8 . 3 3 EG C L - 4 7 8 8 . 4 0 EG C L - 4 7 8 8 . 4 7 EG C L - 4 7 8 8 . 5 3 EG C L - 4 7 8 8 . 5 7 EG C L - 4 7 8 8 . 5 9 0.42% PVI STA = 8+35.19 PVI ELEV = 4788.573 A.D. = -1.12% K = 133.35 HIGH POINT STA = 8+16.84 HIGH POINT TBC ELEV = 4788.38 L = 150.00 VC BV C S = 7 + 6 0 . 1 9 - 3 2 . 2 5 ' R T BV C T B C E L E V = 4 7 8 8 . 2 5 0.42% TB C - 4 7 8 6 . 3 0 TB C - 4 7 8 6 . 4 1 TB C - 4 7 8 6 . 5 1 TB C - 4 7 8 6 . 6 2 TB C - 4 7 8 6 . 7 2 TB C - 4 7 8 6 . 8 3 TB C - 4 7 8 6 . 9 4 TB C - 4 7 8 7 . 0 4 TB C - 4 7 8 7 . 1 5 TB C - 4 7 8 7 . 2 6 TB C - 4 7 8 7 . 3 6 TB C - 4 7 8 7 . 4 7 TB C - 4 7 8 7 . 5 7 TB C - 4 7 8 7 . 6 8 TB C - 4 7 8 7 . 7 9 TB C - 4 7 8 7 . 8 9 TB C - 4 7 8 8 . 0 0 TB C - 4 7 8 8 . 1 1 TB C - 4 7 8 8 . 2 1 TB C - 4 7 8 8 . 3 1 TB C - 4 7 8 8 . 3 6 TB C - 4 7 8 8 . 3 7 TB C - 4 7 8 8 . 3 3 PROPOSED TOP-BACK OF CURB DESIGN PROFILE EXISTING GROUND SURFACE PROFILE AT CENTERLINE LEGEND CATCH CURB & GUTTER SPILL CURB & GUTTER CURB & GUTTER TRANSITION EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR 4788 4787.50 4788 4787.50 EXISTING ASPHALT SURFACE EXISTING CONCRETE SURFACE PROPOSED ASPHALT SURFACE PROPOSED CONCRETE SURFACE VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 2020COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\5305\006 - ICON APTS\ACAD\RECORD\R-01_W-BABCOCK-ST_STA_3+00-8+50_20200713.DWG PLOTTED BY:THOMAS EASTWOOD ON Jul/13/2020 REVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net engineers surveyors planners scientists MorrisonMaierle ICON APARTMENTS OFF-SITE ROADWAY IMPROVEMENTS 5305.006 MONTANA WEST BABCOCK STREET WIDENING TOP-BACK OF CURB - STA 3+00 TO 8+50 7 R-1 TEE KDJ MEE 01/2019      1 CITY OF BOZEMAN REVIEW 7/12/2019TEE               BOZEMAN    GRAPHIC SCALE 0 (IN FEET) 10 201020 1 INCH = 20 FT 11x17 HORIZONTAL SCALE: 1" = 40' CONTOUR INTERVAL = 0.50' Know what's below. before you dig.Call R WEST BABCOCK STREET 1.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 6TH EDITION DATED APRIL 2010 (MPWSS); THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS; AND THE PROJECT SPECIFICATIONS. 2.THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL OR BETTER CONDITION THAN EXISTED PRIOR TO EXCAVATION AS DETERMINED BY AGENCY, OWNER, AND/OR ENGINEER. 3.ASPHALT, CONCRETE CURB, AND SIDEWALK SHALL BE SAW CUT OR NEAT CUT AS APPROVED BY AGENCY AND/OR ENGINEER. 4.GRADE ELEVATIONS INDICATED BY "XX.XX" ON PLANS ARE +4700.00' TO PROJECT DATUM. 5.DIMENSIONS SHOWN ARE MEASURED TO TOP-BACK OF CURB UNLESS STATED OTHERWISE. 6.SIDE SLOPES FROM DRIVE, SIDEWALK, AND CURB AREAS SHALL BE FOUR TO ONE (4:1 - HORIZONTAL:VERTICAL), OR TWENTY-FIVE PERCENT (25%), MAXIMUM UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 7.ALL TEXT AND FEATURES SHOWN SHADED ARE EXISTING. SEE SHEET C-2 FOR MORE COMPLETE DEPICTION OF EXISTING IMPROVEMENTS. GENERAL NOTES: 1 CIVIL SITE FEATURE NOTES BY SYMBOL: PEDESTRIAN RAMP - APRON STYLE | REFER TO DETAIL 5 ON SHEET D-1 ST A F F O R D AV E N U E MA T C H L I N E SE E S H E E T R - 2 PROJECT LIMITS BOUNDARY FOR COTTONWOOD ROAD - BABCOCK TO DURSTON PROJECT FUTURE 6' WIDE SIDEWALK 1 1 1 1 2 CONCRETE DOUBLE GUTTER PER CITY OF BOZEMAN STD DWG 02529-1 2 PROFILE SCALE HORIZONTAL SCALE:1" = 20' VERTICAL SCALE:1" = 2' 11x17 HORIZONTAL SCALE: 1" = 40' 11x17 VERTICAL SCALE:1" = 4' WEST BABCOCK STREET 7/13/2020 RE C O R D D R A W I N G S FDYH S S S SD SD SD SD 9+00 10+00 11+00 12+00 13+00 14+00 88.05 GB TBC = 88.10 MATCH EA = 87.87 GB TBC = 87.51 TBC = 87.06 FL = 87.12 FL = 87.23 EC = EA 87.38 EC = EA 87.30 FL = 87.46 FL = SW 87.43 FL = SW 87.84 TBC = SW 87.82 TBC = 87.37 FL = 87.92 SW = 88.13 SW = EA 88.19 SW = EA 87.93 TBC = SW 88.16 GB SW = ±88.46 MATCH SW = ±88.55 MATCH SW = ±88.49 MATCH TBC = ±88.34 MATCH TBC =88.67 SW = 88.59 SW = 88.23 GB SW = 88.15 GB SW = 87.49 GB SW = 87.40 SW = 87.29 FL = SW 87.38 FL = SW 88.01 SW = 88.77 TBC = SW 88.35 FL = SW 88.39 FL = SW 88.88 TBC = SW 89.22 MATCHSW = 89.29 MATCH SW =89.38 MATCH SW = 89.32 MATCH SW = 88.96 SW = 89.03 SW = 88.96 SW = 88.88 SW = 89.46 TBC = SW 89.04 FL = SW 89.08 FL = SW 89.57 TBC = SW 89.79 MATCH SW = 89.99 MATCH SW = 90.22 MATCH SW = 90.05 MATCHSW = 89.62 SW = 89.70 SW = 89.60 SW = 89.52 SW = 16.50' 15.85' 16.64' 15.86' 16.70' 15.86'15.87' 16.77'16.84' 15.87' 5'5' EXISTING SIDEWALK 12" RCP STORM INV OUT = 4785.19 ±37 LF 12" RCP STORM DRAIN @ ±1.00% SLOPE ±13 LF 12" RCP STORM DRAIN @ ±0.20% SLOPE 12" RCP STORM INV OUT = 4784.70 4788.50 4788 47884788.50 4788 4788.50 4789 47 8 9 . 5 0 4789 4788 4786 4785 4788 4787 478 6 4785 4788.50 4790 4789.50 4789 4788 4788 4787.50 4788.50 4789.50 4789 FUTURE 6' WIDE SIDEWALK EXISTING STORM WATER RETENTION BASIN TO BE RELOCATED OUTSIDE OF RIGHT-OF-WAY PROVIDED STORAGE VOLUME = ±2,094 CF POND TO BE REMOVED AS PART OF PHASE B IMPROVEMENTS FOR ICON APARTMENTS PROJECT 4780 4785 4790 4780 4785 4790 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 EG C L - 4 7 8 8 . 5 9 EG C L - 4 7 8 8 . 5 2 EG C L - 4 7 8 8 . 4 3 EG C L - 4 7 8 8 . 2 9 EG C L - 4 7 8 8 . 1 3 EG C L - 4 7 8 8 . 0 6 EG C L - 4 7 8 8 . 0 0 EG C L - 4 7 8 7 . 9 8 EG C L - 4 7 8 7 . 9 6 EG C L - 4 7 8 7 . 9 6 EG C L - 4 7 8 8 . 0 0 EG C L - 4 7 8 8 . 1 1 EG C L - 4 7 8 8 . 2 2 EG C L - 4 7 8 8 . 3 3 EG C L - 4 7 8 8 . 4 5 EG C L - 4 7 8 8 . 5 8 EG C L - 4 7 8 8 . 6 9 EG C L - 4 7 8 8 . 8 0 EG C L - 4 7 8 8 . 6 5 EG C L - 4 7 8 8 . 9 5 EG C L - 4 7 8 9 . 2 7 EG C L - 4 7 8 9 . 4 5 EG C L - 4 7 8 9 . 3 9 -0.70% -0.50%0.00% 0.45% 0.73% PVI STA = 8+35.19 PVI ELEV = 4788.573 A.D. = -1.12% K = 133.35 HIGH POINT STA = 8+16.84 HIGH POINT TBC ELEV = 4788.38 L = 150.00 VC EV C S = 9 + 1 0 . 1 9 - 3 2 . 2 5 ' R T EV C T B C E L E V = 4 7 8 8 . 0 5 -0.70% -0.50%0.00% 0.45% 0.73%ST A = 9 + 3 5 . 4 0 - 3 2 . 3 6 ' R T TB C E L E V = 4 7 8 7 . 8 7 ST A = 1 3 + 0 6 . 4 3 - 3 2 . 6 5 ' R T TB C E L E V = 4 7 8 8 . 7 7 TB C - 4 7 8 8 . 3 3 TB C - 4 7 8 8 . 2 5 TB C - 4 7 8 8 . 1 2 TB C - 4 7 8 7 . 9 4 TB C - 4 7 8 7 . 8 0 TB C - 4 7 8 7 . 6 7 TB C - 4 7 8 7 . 5 5 TB C - 4 7 8 7 . 4 9 TB C - 4 7 8 7 . 6 1 TB C - 4 7 8 7 . 7 2 TB C - 4 7 8 7 . 8 3 TB C - 4 7 8 7 . 9 5 TB C - 4 7 8 8 . 0 6 TB C - 4 7 8 8 . 1 7 TB C - 4 7 8 8 . 2 9 TB C - 4 7 8 8 . 4 0 TB C - 4 7 8 8 . 5 1 TB C - 4 7 8 8 . 6 3 TB C - 4 7 8 8 . 7 4 TB C - 4 7 8 8 . 9 1 TB C - 4 7 8 9 . 0 9 TB C - 4 7 8 9 . 2 7 TB C - 4 7 8 9 . 4 6 ST A = 1 0 + 1 6 . 1 3 - 3 2 . 4 4 ' R T TB C E L E V = 4 7 8 7 . 4 7 ST A = 1 0 + 1 9 . 1 5 - 3 2 . 4 4 R T TB C E L E V = 4 7 8 7 . 4 7 STA 10+17.64 - 32.44' RT REMOVE & RESET EXISTING COMBINATION STORM DRAIN MH & INLET | MODIFY KNOCKOUTS & GROUT AS NECESSARY NEW TBC = 4787.47 GRATE @ FL = 4787.02 12" RCP INV OUT (N) = 4784.91 EXISTING GROUND SURFACE PROFILE AT CENTERLINE PROPOSED TOP-BACK OF CURB DESIGN PROFILE LEGEND CATCH CURB & GUTTER SPILL CURB & GUTTER CURB & GUTTER TRANSITION EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR 4788 4787.50 4788 4787.50 EXISTING ASPHALT SURFACE EXISTING CONCRETE SURFACE PROPOSED ASPHALT SURFACE PROPOSED CONCRETE SURFACE VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 2020COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\5305\006 - ICON APTS\ACAD\RECORD\R-02_W-BABCOCK-ST_STA_8+50-14+00_20200713.DWG PLOTTED BY:THOMAS EASTWOOD ON Jul/13/2020 REVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net engineers surveyors planners scientists MorrisonMaierle ICON APARTMENTS OFF-SITE ROADWAY IMPROVEMENTS 5305.006 MONTANA WEST BABCOCK STREET WIDENING TOP-BACK OF CURB - STA 8+50 TO 14+00 8 R-2 TEE KDJ MEE 01/2019      1 CITY OF BOZEMAN REVIEW 7/12/2019TEE               BOZEMAN    WEST BABCOCK STREET RE S O R T DR I V E MA T C H L I N E SE E S H E E T R - 1 MA T C H L I N E SE E S H E E T R - 3 GRAPHIC SCALE 0 (IN FEET) 10 201020 1 INCH = 20 FT 11x17 HORIZONTAL SCALE: 1" = 40' CONTOUR INTERVAL = 0.50' Know what's below. before you dig.Call R 1.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 6TH EDITION DATED APRIL 2010 (MPWSS); THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS; AND THE PROJECT SPECIFICATIONS. 2.THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL OR BETTER CONDITION THAN EXISTED PRIOR TO EXCAVATION AS DETERMINED BY AGENCY, OWNER, AND/OR ENGINEER. 3.ASPHALT, CONCRETE CURB, AND SIDEWALK SHALL BE SAW CUT OR NEAT CUT AS APPROVED BY AGENCY AND/OR ENGINEER. 4.GRADE ELEVATIONS INDICATED BY "XX.XX" ON PLANS ARE +4700.00' TO PROJECT DATUM. 5.DIMENSIONS SHOWN ARE MEASURED TO TOP-BACK OF CURB UNLESS STATED OTHERWISE. 6.SIDE SLOPES FROM DRIVE, SIDEWALK, AND CURB AREAS SHALL BE FOUR TO ONE (4:1 - HORIZONTAL:VERTICAL), OR TWENTY-FIVE PERCENT (25%), MAXIMUM UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 7.ALL TEXT AND FEATURES SHOWN SHADED ARE EXISTING. SEE SHEET C-2 FOR MORE COMPLETE DEPICTION OF EXISTING IMPROVEMENTS. GENERAL NOTES: 1 CIVIL SITE FEATURE NOTES BY SYMBOL: PEDESTRIAN RAMP - BLENDED APRON & RETURN CURB STYLE REFER TO DETAIL 5 ON SHEET D-1 2 PEDESTRIAN RAMP - APRON STYLE | REFER TO DETAIL 5 ON SHEET D-1 PROFILE SCALE HORIZONTAL SCALE:1" = 20' VERTICAL SCALE:1" = 2' 11x17 HORIZONTAL SCALE: 1" = 40' 11x17 VERTICAL SCALE:1" = 4' WEST BABCOCK STREET 1 1 3 CONCRETE DOUBLE GUTTER PER CITY OF BOZEMAN STD DWG 02529-1 2 2 3 4 4 STA 10+17.64 - 32.44' RT REMOVE & RESET EXISTING COMBINATION STORM DRAIN MH & INLET | MODIFY KNOCKOUTS & GROUT AS NECESSARY NEW TBC = 4787.47 GRATE @ FL = 4787.02 12" RCP INV OUT (N) = 4784.91 5 5 STA 10+35.40 - 48.89' RT REMOVE & RESET EXISTING COMBINATION STORM DRAIN MH & INLET | MODIFY KNOCKOUTS & GROUT AS NECESSARY NEW TBC = 4787.92 GRATE @ FL = 4787.47 12" RCP INV OUT (W) = 4785.55 6 STA 10+80.40 - 49.03' RT REMOVE & RESET EXISTING COMBINATION STORM DRAIN MH & INLET | MODIFY KNOCKOUTS & GROUT AS NECESSARY NEW TBC = 4787.95 GRATE @ FL = 4787.49 12" RCP INV OUT (E) = 4785.15 6 CL I F D E N DR I V E 7/13/2020 ±45 LF 12" RCP STORM DRAIN @ ±1.00% SLOPE RE C O R D D R A W I N G S S S S 14+00 15+00 16+00 17+00 18+00 19+00 20+00 89.46 TBC = SW 89.57 TBC = SW 89.04 FL = SW 89.08 FL = SW 89.74 GB TBC = 89.65 MATCH EA = 89.79 MATCH SW = 89.99 MATCH SW = 90.05 MATCH SW = 90.22 MATCH SW =89.60 SW = 89.67 SW = 89.52 SW = 89.60 SW = 90.41 MATCHSW = 90.45 MATCHSW = 90.29 SW = 90.30 SW = 89.97 GB SW = 89.88 GB SW = 90.08 HP TBC = 89.92 TBC = SW 89.77 TBC = SW 89.42 FL = SW 89.37 FL = SW 89.90 SW =89.86 SW = 90.19 GB SW = 90.28 GB SW = 89.74 MATCHEA = 89.99 SW =89.95 SW = 89.50 MATCH EG =89.49 MATCH EG = 89.55 GB SW = 89.64 GB SW = 89.56 TBC = EC 89.07 FL = EC 88.90 FL = EC 89.31 TBC = EC 89.59 EC = SW 89.50 EC = 89.47 EC = 89.56 EC = SW 89.26 SW = 89.35 GB SW = 89.23 SW = 89.20 TBC = SW 89.11 TBC = SW 88.72 FL = SW 88.69 FL = SW 89.04 GB TBC = 89.02 SW = 89.11 SW = 88.84 GB TBC = 89.37 GB TBC = 89.69 GB TBC = 89.60 MATCH EA = 89.79 HP TBC = 89.41 GB TBC = 89.32 MATCH EA = 89.33 GB TBC = ±13 LF 12" RCP STORM DRAIN @ ±0.20% SLOPE16.91' 15.88' 17.04' 15.89' 17.11' 15.90' 17.18' 15.90' 4790 47 8 9 . 5 0 4789.50 47 8 9 4789 4789 4789 4789.5 0 4789.50 4789.50 4790 47 8 8 47 8 7 478 9 47 8 7 4 7 8 8 4 7 8 9 4789 4789.50 4790 4789 4788 47 8 9 . 5 0 478 9 4789 4790 4789 4789 4789 89.70 SW = 89.57 TBC / SW = 89.76 TBC = 4780 4785 4790 4780 4785 4790 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 EG C L - 4 7 8 9 . 3 9 EG C L - 4 7 8 9 . 6 6 EG C L - 4 7 8 9 . 9 8 EG C L - 4 7 9 0 . 1 3 EG C L - 4 7 9 0 . 1 6 EG C L - 4 7 9 0 . 0 5 EG C L - 4 7 8 9 . 9 0 EG C L - 4 7 8 9 . 8 1 EG C L - 4 7 8 9 . 6 3 EG C L - 4 7 8 9 . 5 0 EG C L - 4 7 8 9 . 1 4 EG C L - 4 7 8 8 . 9 5 EG C L - 4 7 8 9 . 3 7 EG C L - 4 7 8 9 . 4 1 EG C L - 4 7 8 9 . 4 7 EG C L - 4 7 8 9 . 5 9 EG C L - 4 7 8 9 . 7 1 EG C L - 4 7 8 9 . 8 2 EG C L - 4 7 8 9 . 8 5 EG C L - 4 7 8 9 . 8 9 EG C L - 4 7 8 9 . 9 1 EG C L - 4 7 8 9 . 7 9 EG C L - 4 7 8 9 . 6 7 1.25%-1.08% -0.60% -0.50%0.00%0.50% 0.60%1.25%-1.08% -0.60% -0.50%0.00%0.50% 0.60% ST A = 1 5 + 6 3 . 6 7 - 3 2 . 8 4 ' R T TB C E L E V = 4 7 8 9 . 5 6 ST A = 1 6 + 5 0 . 0 0 - 3 2 . 9 0 ' R T TB C E L E V = 4 7 8 9 . 0 4 ST A = 1 7 + 9 9 . 9 8 - 3 3 . 0 1 R T TB C E L E V = 4 7 8 9 . 3 7 TB C - 4 7 8 9 . 4 6 TB C - 4 7 8 9 . 6 4 TB C - 4 7 8 9 . 8 7 TB C - 4 7 9 0 . 0 4 TB C - 4 7 9 0 . 0 7 TB C - 4 7 8 9 . 9 5 TB C - 4 7 8 9 . 7 0 TB C - 4 7 8 9 . 4 9 TB C - 4 7 8 9 . 3 4 TB C - 4 7 8 9 . 1 9 TB C - 4 7 8 9 . 0 4 TB C - 4 7 8 8 . 9 1 TB C - 4 7 8 8 . 8 7 TB C - 4 7 8 8 . 9 9 TB C - 4 7 8 9 . 1 2 TB C - 4 7 8 9 . 2 4 TB C - 4 7 8 9 . 3 7 TB C - 4 7 8 9 . 5 2 TB C - 4 7 8 9 . 6 7 TB C - 4 7 8 9 . 7 8 TB C - 4 7 8 9 . 7 8 TB C - 4 7 8 9 . 6 7 TB C - 4 7 8 9 . 4 5 STA 16+92.04 - 32.93' RT REMOVE & RESET EXISTING COMBINATION STORM DRAIN MH & INLET | MODIFY KNOCKOUTS & GROUT AS NECESSARY NEW TBC = 4788.84 GRATE @ FL = 4788.38 12" RCP INV OUT (N) = 4786.05 ST A = 1 6 + 9 0 . 5 3 - 3 2 . 9 3 ' R T TB C E L E V = 4 7 8 8 . 8 4 ST A = 1 6 + 9 3 . 5 5 - 3 2 . 9 3 R T TB C E L E V = 4 7 8 8 . 8 4 PVI STA = 14+88.76 PVI ELEV = 4790.37 A.D. = -1.12% K = 42.88 HIGH POINT STA = 14+92.36 HIGH POINT TBC ELEV = 4789.71 L = 100.00 VC BV C S = 1 4 + 3 8 . 7 5 - 3 2 . 7 4 ' R T BV C T B C E L E V = 4 7 8 9 . 7 4 BV C S = 1 5 + 3 8 . 7 6 - 3 2 . 8 2 ' R T BV C T B C E L E V = 4 7 8 9 . 8 3 BV C S = 1 8 + 5 3 . 6 5 - 3 2 . 7 4 ' R T BV C T B C E L E V = 4 7 8 9 . 6 9 PVI STA = 19+03.65 PVI ELEV = 4789.99 A.D. = -1.76% K = 56.92 HIGH POINT STA = 18+87.80 HIGH POINT TBC ELEV = 4789.79 L = 100.00 VC EXISTING 36" x 58 1/2" ARCP CULVERT LEGEND CATCH CURB & GUTTER SPILL CURB & GUTTER CURB & GUTTER TRANSITION EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR 4788 4787.50 4788 4787.50 EXISTING ASPHALT SURFACE EXISTING CONCRETE SURFACE PROPOSED ASPHALT SURFACE PROPOSED CONCRETE SURFACE VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 2020COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\5305\006 - ICON APTS\ACAD\RECORD\R-03_W-BABCOCK-ST_STA_14+00-19+50_20200713.DWG PLOTTED BY:THOMAS EASTWOOD ON Jul/13/2020 REVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net engineers surveyors planners scientists MorrisonMaierle ICON APARTMENTS OFF-SITE ROADWAY IMPROVEMENTS 5305.006 MONTANA WEST BABCOCK STREET WIDENING TOP-BACK OF CURB - STA 14+00 TO 19+50 9 R-3 TEE KDJ MEE 01/2019      1 CITY OF BOZEMAN REVIEW 7/12/2019TEE               BOZEMAN    WEST BABCOCK STREET NO R T H HA N L E Y AV E N U E MA T C H L I N E SE E S H E E T R - 2 MA T C H L I N E SE E S H E E T R - 4 PROFILE SCALE HORIZONTAL SCALE:1" = 20' VERTICAL SCALE:1" = 2' 11x17 HORIZONTAL SCALE: 1" = 40' 11x17 VERTICAL SCALE:1" = 4' WEST BABCOCK STREET GRAPHIC SCALE 0 (IN FEET) 10 201020 1 INCH = 20 FT 11x17 HORIZONTAL SCALE: 1" = 40' CONTOUR INTERVAL = 0.50' Know what's below. before you dig.Call R 1.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 6TH EDITION DATED APRIL 2010 (MPWSS); THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS; AND THE PROJECT SPECIFICATIONS. 2.THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL OR BETTER CONDITION THAN EXISTED PRIOR TO EXCAVATION AS DETERMINED BY AGENCY, OWNER, AND/OR ENGINEER. 3.ASPHALT, CONCRETE CURB, AND SIDEWALK SHALL BE SAW CUT OR NEAT CUT AS APPROVED BY AGENCY AND/OR ENGINEER. 4.GRADE ELEVATIONS INDICATED BY "XX.XX" ON PLANS ARE +4700.00' TO PROJECT DATUM. 5.DIMENSIONS SHOWN ARE MEASURED TO TOP-BACK OF CURB UNLESS STATED OTHERWISE. 6.SIDE SLOPES FROM DRIVE, SIDEWALK, AND CURB AREAS SHALL BE FOUR TO ONE (4:1 - HORIZONTAL:VERTICAL), OR TWENTY-FIVE PERCENT (25%), MAXIMUM UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 7.ALL TEXT AND FEATURES SHOWN SHADED ARE EXISTING. SEE SHEET C-2 FOR MORE COMPLETE DEPICTION OF EXISTING IMPROVEMENTS. GENERAL NOTES: 1 CIVIL SITE FEATURE NOTES BY SYMBOL: 2 PEDESTRIAN RAMP - APRON STYLE | REFER TO DETAIL 5 ON SHEET D-1 NON-RESIDENTIAL DRIVEWAY APPROACH PER CITY OF BOZEMAN STD DWG 02529-12 3 STA 16+92.04 - 32.93' RT REMOVE & RESET EXISTING COMBINATION STORM DRAIN MH & INLET | MODIFY KNOCKOUTS & GROUT AS NECESSARY NEW TBC = 4788.84 GRATE @ FL = 4788.38 12" RCP INV OUT (N) = 4786.05 1 1 1 2 3 SO U T H HA N L E Y AV E N U E 7/13/2020 RE C O R D D R A W I N G S 20+00 21+00 22+00 23+00 24+00 25+00 89.41 GB TBC = 89.32 MATCH EA = 89.33 GB TBC = 88.82 GB TBC =90.20 GB TBC = 91.37 GB TBC = 17.25' 15.91' 17.32' 15.91' 17.38' 15.92' 17.45' 15.92' 17.48' 15.92' 17.52' 12.96' 17.59' 7.96' RIGHT-OF-WAY BOUNDARY (TYP) 4789.50 4789 47 8 9 47 8 9 4789.50 47904790 4789.50 4790.5 0 4790 . 5 0 4790 4791 4791 4791 4790.50 4790 4789.50 47894789±13 LF 12" RCP STORM DRAIN @ ±0.20% SLOPE STA 20+63.42 - 33.20' RT REMOVE & RESET EXISTING COMBINATION STORM DRAIN MH & INLET | MODIFY KNOCKOUTS GROUT AS NECESSARY NEW TBC = 4788.82 GRATE @ FL = 4788.37 12" RCP INV OUT (N) = 4786.01 4780 4785 4790 4780 4785 4790 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 EG C L - 4 7 8 9 . 6 7 EG C L - 4 7 8 9 . 5 1 EG C L - 4 7 8 9 . 3 6 EG C L - 4 7 8 9 . 1 3 EG C L - 4 7 8 8 . 8 5 EG C L - 4 7 8 8 . 8 3 EG C L - 4 7 8 9 . 1 1 EG C L - 4 7 8 9 . 3 4 EG C L - 4 7 8 9 . 4 6 EG C L - 4 7 8 9 . 5 9 EG C L - 4 7 8 9 . 7 4 EG C L - 4 7 8 9 . 6 6 EG C L - 4 7 8 9 . 6 8 EG C L - 4 7 9 0 . 1 4 EG C L - 4 7 9 0 . 3 2 EG C L - 4 7 9 0 . 4 2 EG C L - 4 7 9 0 . 5 1 EG C L - 4 7 9 0 . 6 2 EG C L - 4 7 9 0 . 8 0 EG C L - 4 7 9 0 . 9 7 EG C L - 4 7 9 1 . 0 8 EG C L - 4 7 9 1 . 2 1 EG C L - 4 7 9 1 . 3 4 -1.16% -0.50% 0.00% 0.50% 0.65% -1.16% -0.50% 0.00% 0.50% 0.65%ST A = 1 9 + 6 0 . 6 2 - 3 3 . 1 3 ' R T TB C E L E V = 4 7 8 9 . 3 3 ST A = 2 3 + 4 0 . 9 6 - 3 3 . 4 0 ' R T TB C E L E V = 4 7 9 0 . 2 0 TB C - 4 7 8 9 . 4 5 TB C - 4 7 8 9 . 2 6 TB C - 4 7 8 9 . 1 3 TB C - 4 7 8 9 . 0 1 TB C - 4 7 8 8 . 8 8 TB C - 4 7 8 8 . 8 7 TB C - 4 7 8 9 . 0 0 TB C - 4 7 8 9 . 1 2 TB C - 4 7 8 9 . 2 5 TB C - 4 7 8 9 . 3 7 TB C - 4 7 8 9 . 5 0 TB C - 4 7 8 9 . 6 2 TB C - 4 7 8 9 . 7 5 TB C - 4 7 8 9 . 8 7 TB C - 4 7 9 0 . 0 0 TB C - 4 7 9 0 . 1 2 TB C - 4 7 9 0 . 2 6 TB C - 4 7 9 0 . 4 3 TB C - 4 7 9 0 . 5 9 TB C - 4 7 9 0 . 7 5 TB C - 4 7 9 0 . 9 1 TB C - 4 7 9 1 . 0 8 TB C - 4 7 9 1 . 2 4 STA 20+63.40 - 33.20' RT REMOVE & RESET EXISTING COMBINATION STORM DRAIN MH & INLET | MODIFY KNOCKOUTS & GROUT AS NECESSARY NEW TBC = 4788.82 GRATE @ FL = 4788.37 12" RCP INV OUT (N) = 4786.01 ST A = 2 0 + 6 1 . 9 1 - 3 3 . 2 0 ' R T TB C E L E V = 4 7 8 8 . 8 2 ST A = 2 0 + 6 4 . 9 3 - 3 3 . 2 0 ' R T TB C E L E V = 4 7 8 8 . 8 2 EV C S = 1 9 + 5 3 . 6 5 - 3 3 . 1 2 ' R T EV C T B C E L E V = 4 7 8 9 . 4 1 LEGEND CATCH CURB & GUTTER SPILL CURB & GUTTER CURB & GUTTER TRANSITION EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR 4788 4787.50 4788 4787.50 EXISTING ASPHALT SURFACE EXISTING CONCRETE SURFACE PROPOSED ASPHALT SURFACE PROPOSED CONCRETE SURFACE VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 2020COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\5305\006 - ICON APTS\ACAD\RECORD\R-04_W-BABCOCK-ST_STA_19+50-25+00_20200713.DWG PLOTTED BY:THOMAS EASTWOOD ON Jul/13/2020 REVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net engineers surveyors planners scientists MorrisonMaierle ICON APARTMENTS OFF-SITE ROADWAY IMPROVEMENTS 5305.006 MONTANA WEST BABCOCK STREET WIDENING TOP-BACK OF CURB - STA 19+50 TO 25+00 10 R-4 TEE KDJ MEE 01/2019     1 CITY OF BOZEMAN REVIEW 7/12/2019TEE               BOZEMAN    WEST BABCOCK STREET KI M B A L L AV E N U E MA T C H L I N E SE E S H E E T R - 3 MA T C H L I N E SE E S H E E T R - 5 GRAPHIC SCALE 0 (IN FEET) 10 201020 1 INCH = 20 FT 11x17 HORIZONTAL SCALE: 1" = 40' CONTOUR INTERVAL = 0.50' Know what's below. before you dig.Call R 1.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 6TH EDITION DATED APRIL 2010 (MPWSS); THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS; AND THE PROJECT SPECIFICATIONS. 2.THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL OR BETTER CONDITION THAN EXISTED PRIOR TO EXCAVATION AS DETERMINED BY AGENCY, OWNER, AND/OR ENGINEER. 3.ASPHALT, CONCRETE CURB, AND SIDEWALK SHALL BE SAW CUT OR NEAT CUT AS APPROVED BY AGENCY AND/OR ENGINEER. 4.GRADE ELEVATIONS INDICATED BY "XX.XX" ON PLANS ARE +4700.00' TO PROJECT DATUM. 5.DIMENSIONS SHOWN ARE MEASURED TO TOP-BACK OF CURB UNLESS STATED OTHERWISE. 6.SIDE SLOPES FROM DRIVE, SIDEWALK, AND CURB AREAS SHALL BE FOUR TO ONE (4:1 - HORIZONTAL:VERTICAL), OR TWENTY-FIVE PERCENT (25%), MAXIMUM UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 7.ALL TEXT AND FEATURES SHOWN SHADED ARE EXISTING. SEE SHEET C-2 FOR MORE COMPLETE DEPICTION OF EXISTING IMPROVEMENTS. GENERAL NOTES: 7/13/2020 RE C O R D D R A W I N G S F TV TV TV DYH T T P T 25+00 26+00 27+00 91.37 HP TBC = 91.25 GB TBC =91.21 GB TBC = 91.21 MATCH TBC = 17.59' 7.99' 17.65' 3.61' RIGHT-OF-WAY BOUNDARY (TYP) 4791 4791 4791 4791 4785 4790 4795 4785 4790 4795 25+00 25+50 26+00 26+50 27+00 EG C L - 4 7 9 1 . 3 4 EG C L - 4 7 9 1 . 3 9 EG C L - 4 7 9 1 . 4 0 EG C L - 4 7 9 1 . 2 4 EG C L - 4 7 9 0 . 9 7 EG C L - 4 7 9 0 . 6 8 TB C - 4 7 9 1 . 2 4 TB C - 4 7 9 1 . 3 5 TB C - 4 7 9 1 . 3 6 TB C - 4 7 9 1 . 2 6 TB C - 4 7 9 1 . 0 6 BV C S = 2 5 + 0 1 . 3 9 - 3 3 . 4 0 ' R T BV C T B C E L E V = 4 7 9 1 . 2 5 EV C S = 2 6 + 0 1 . 3 9 - 2 1 . 4 1 ' R T EV C T B C E L E V = 4 7 9 1 . 0 5 PVI STA = 25+51.39 PVI ELEV = 4791.574 A.D. = -1.71% K = 58.59 HIGH POINT STA = 25+39.52 HIGH POINT TBC ELEV = 4791.37 L = 100.00 VC LEGEND CATCH CURB & GUTTER SPILL CURB & GUTTER CURB & GUTTER TRANSITION EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR 4788 4787.50 4788 4787.50 EXISTING ASPHALT SURFACE EXISTING CONCRETE SURFACE PROPOSED ASPHALT SURFACE PROPOSED CONCRETE SURFACE VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 2020COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\5305\006 - ICON APTS\ACAD\RECORD\R-05_W-BABCOCK-ST_STA_25+00-END_20200713.DWG PLOTTED BY:THOMAS EASTWOOD ON Jul/13/2020 REVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net engineers surveyors planners scientists MorrisonMaierle ICON APARTMENTS OFF-SITE ROADWAY IMPROVEMENTS 5305.006 MONTANA WEST BABCOCK STREET WIDENING TOP-BACK OF CURB - STA 25+00 TO END 11 R-5 TEE KDJ MEE 01/2019     1 CITY OF BOZEMAN REVIEW 7/12/2019TEE               BOZEMAN    WEST BABCOCK STREET FE R G U S O N A V E N U E MA T C H L I N E SE E S H E E T R - 3 GRAPHIC SCALE 0 (IN FEET) 10 201020 1 INCH = 20 FT 11x17 HORIZONTAL SCALE: 1" = 40' CONTOUR INTERVAL = 0.50' Know what's below. before you dig.Call R 1.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 6TH EDITION DATED APRIL 2010 (MPWSS); THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS; AND THE PROJECT SPECIFICATIONS. 2.THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL OR BETTER CONDITION THAN EXISTED PRIOR TO EXCAVATION AS DETERMINED BY AGENCY, OWNER, AND/OR ENGINEER. 3.ASPHALT, CONCRETE CURB, AND SIDEWALK SHALL BE SAW CUT OR NEAT CUT AS APPROVED BY AGENCY AND/OR ENGINEER. 4.GRADE ELEVATIONS INDICATED BY "XX.XX" ON PLANS ARE +4700.00' TO PROJECT DATUM. 5.DIMENSIONS SHOWN ARE MEASURED TO TOP-BACK OF CURB UNLESS STATED OTHERWISE. 6.SIDE SLOPES FROM DRIVE, SIDEWALK, AND CURB AREAS SHALL BE FOUR TO ONE (4:1 - HORIZONTAL:VERTICAL), OR TWENTY-FIVE PERCENT (25%), MAXIMUM UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 7.ALL TEXT AND FEATURES SHOWN SHADED ARE EXISTING. SEE SHEET C-2 FOR MORE COMPLETE DEPICTION OF EXISTING IMPROVEMENTS. GENERAL NOTES: 7/13/2020 RE C O R D D R A W I N G S /// ///////// ///////////////////////////////////////////////////////////////////////////////////////////// ///////// /// /// / / / E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E10S E10S E8 S E8 S E8 S E8 S E8 S E10S E10S E10S E10S E10S E10S E10S E10S E10S E10S E10S E10S E10S E10S E10S E8 S E10S E10S E10S E10S E10S E10S E10S E10S E10S E10S E10S E10S E10S E10S E10S E10S E10S E8 S E8 S E10S E8 W E8 W E8 W E8 W E8 W 3+00 4+00 5+00 6+00 7+00 8+00 9+00S 89°54'29" E S 89°51'58" E 10.50' 12.00' 10.67'R1000.00' R1012.00' R1022.50' 15.00'9.00' STA 4+23.61 - 26.50' RT BEGIN 4" WHITE EPOXY PAINT STA 4+23.62 - 16.00' RT BEGIN 4" YELLOW EPOXY PAINT 4" - 9' x 15' SKIP LINE (LT) & 4" SOLID (RT) STA 4+23.63 - 4.00' RT BEGIN 4" YELLOW EPOXY PAINT 4" - 9' x 15' SKIP LINE (RT) & 4" SOLID (LT) 9.00'15.00'9.00' ±STA 5+40.3 - 35.1' RT REMOVE & REPLACE EXISTING SIGN WITH (1) R3-17 (24" x 18") (1) R8-3 (12" x 12") B I K E L A N E P 18.00' 5.50' 10.50' 12.00' 10.75' STA 7+26.5 - 35.2' RT INSTALL NEW (1) R3-9b (24" x 36") C E N T E R L A N E O N L Y 18.00' ±STA 7+11.8 - 22.9' LT INSTALL NEW (1) R3-9b (24" x 36")CE N T E R LA N E ON L Y ±STA 3+34.6 - 35.2' RT PER CITY OF BOZEMAN INSTALL NEW (1) W11-2 (30" x 30") (1) W16-7pL (24" x 12") ±STA 4+29.6 - 35.3' RT PER CITY OF BOZEMAN INSTALL NEW (1) W11-2 (30" x 30") (1) W16-7pL (24" x 12") /// //////////////////////// ////////////////////////////////////////////////////////////////////////////// /// ////// /// E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E10S E8 S E8 S E10S E10S E10S E10S E10S E10S E10S E10S E10S E10S E1 0 S E1 0 S E1 0 S E1 0 S E1 0 S E10S E10S E10S E10S E10S E10S E10S E10S E10S E10S E10S E10S E8 W E8 W E8 W E8 W E8 W BF BF BF BF BF ES D E1 2 S D E12SD E12SD E12SD E12SD /// // / E10S E10S E10S E10S E10S E10S E10S E10S E10S E10S E10S E10S E8 S E8 S SD SD SD SD 9+00 10+00 11+00 12+00 13+00 14+00 15+00 STA 10+29.34 - 26.94' RT END 4" WHITE EPOXY PAINT STA 10+29.34 - 16.44' RT END 4" YELLOW EPOXY PAINT 4" - 9' x 15' SKIP LINE (LT) & 4" SOLID (RT) STA 10+29.35 - 4.44' RT END 4" YELLOW EPOXY PAINT 4" - 9' x 15' SKIP LINE (RT) & 4" SOLID (LT) STA 10+94.43 - 26.99' RT BEGIN 4" WHITE EPOXY PAINT STA 10+94.44 - 16.49' RT BEGIN 4" YELLOW EPOXY PAINT 4" - 9' x 15' SKIP LINE (LT) & 4" SOLID (RT) STA 10+94.44 - 4.49' RT BEGIN 4" YELLOW EPOXY PAINT 4" - 9' x 15' SKIP LINE (RT) & 4" SOLID (LT) STA 10+84.9 - 50.5' RT REMOVE & RESET EXISTING STREET NAME & STOP SIGN ASSEMBLY STA 11+41.0 - 35.5' RT INSTALL NEW (1) R3-17 (24" x 18") (1) R8-3 (12" x 12") B I K E L A N E P STA 12+10.0 - 23.6' RT REMOVE EXISTING SIGN STA 12+14.0 - 35.6' RT INSTALL NEW (1) R3-9b (24" x 36") C E N T E R L A N E O N L Y 9.00'15.00'9.00' STA 13+33.57 - 16.67' RT END 4" YELLOW EPOXY PAINT 4" - 9' x 15' SKIP LINE (LT) & 4" SOLID (RT) STA 13+33.58 - 4.67' RT END 4" YELLOW EPOXY PAINT 4" - 9' x 15' SKIP LINE (RT) & 4" SOLID (LT) STA 13+87.31 - 4.71' RT BEGIN 4" YELLOW EPOXY PAINT 4" - 9' x 15' SKIP LINE (RT) & 4" SOLID (LT) STA 13+87.30 - 16.71' RT BEGIN 4" YELLOW EPOXY PAINT 4" - 9' x 15' SKIP LINE (LT) & 4" SOLID (RT) 9.00'15.00'9.00' 5.50' 10.50' 12.00' 10.77' 9.00'15.00'9.00' 5.50' 10.50' 12.00' 10.77' 18.00'18.00' ±STA 14+72.2 - 17.9' LT INSTALL NEW (1) R3-9b (24" x 36")CE N T E R LA N E ON L Y STA 11+79.9 - 35.8' RT PER CITY OF BOZEMAN INSTALL NEW (1) W11-2 (30" x 30") (1) W16-9P (24" x 12") A H E A D STA 13+04.9 - 35.9' RT PER CITY OF BOZEMAN INSTALL NEW (1) W11-2 (30" x 30") (1) W16-7pL (24" x 12") STA 13+98.9 - 36.0' RT PER CITY OF BOZEMAN INSTALL NEW (1) W11-2 (30" x 30") (1) W16-7pL (24" x 12") VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 2020COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\5305\006 - ICON APTS\ACAD\RECORD\T-01_W-BABCOCK-ST_STA_3+00-15+00_20200713.DWG PLOTTED BY:THOMAS EASTWOOD ON Jul/13/2020 REVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net engineers surveyors planners scientists MorrisonMaierle ICON APARTMENTS OFF-SITE ROADWAY IMPROVEMENTS 5305.006 MONTANA WEST BABCOCK STREET WIDENING SIGNAGE & PAVEMENT MARKINGS - STA 3+00 TO 15+00 12 T-1 TEE KDJ MEE 01/2019      1 CITY OF BOZEMAN REVIEW 7/12/2019TEE           2 CITY OF BOZEMAN REVIEW 8/28/2019TEE BOZEMAN    GRAPHIC SCALE 0 (IN FEET) 10 201020 1 INCH = 20 FT 11x17 HORIZONTAL SCALE: 1" = 40' CONTOUR INTERVAL = 0.50' Know what's below. before you dig.Call R WEST BABCOCK STREET 1.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 6TH EDITION DATED APRIL 2010 (MPWSS); THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS; AND THE PROJECT SPECIFICATIONS. 2.ALL TEXT AND FEATURES SHOWN SHADED ARE EXISTING. SEE SHEETS C-1 AND C-2 FOR MORE COMPLETE DEPICTION OF EXISTING IMPROVEMENTS. GENERAL NOTES: ST A F F O R D AV E N U E PROJECT LIMITS BOUNDARY FOR COTTONWOOD ROAD - BABCOCK TO DURSTON PROJECT WEST BABCOCK STREET CL I F D E N DR I V E RE S O R T D R I V E SIGNAGE & PAVEMENT MARKINGS | STA 3+00 TO 9+00 SIGNAGE & PAVEMENT MARKINGS | STA 9+00 TO 15+00 NOTES BY SYMBOL: STA 3+11.12 - 26.52' RT BEGIN 4" WHITE EPOXY PAINT1 2 STA 3+58.64 - 26.55' RT END 4" WHITE EPOXY PAINT MA T C H L I N E SE E D E T A I L 2 MA T C H L I N E SE E D E T A I L 1 MA T C H L I N E SE E S H E E T T - 2 1 2 3 3 STA 3+11.13 - 15.59' RT BEGIN 4" YELLOW EPOXY PAINT 4" - 9' x 15' SKIP LINE (LT) WITH 4" SOLID (RT) 4 STA 3+58.68 - 16.05' RT END 4" YELLOW EPOXY PAINT 4" - 9' x 15' SKIP LINE (LT) WITH 4" SOLID (RT) 4 5 STA 3+11.13 - 3.58' RT BEGIN 4" YELLOW EPOXY PAINT 4" - 9' x 15' SKIP LINE (RT) WITH 4" SOLID (LT) 6 STA 3+58.75 - 4.05' RT END 4" YELLOW EPOXY PAINT 4" - 9' x 15' SKIP LINE (RT) WITH 4" SOLID (LT) 5 6 7 STA 5+34.26 - 28.33' RT (CENTER OF SYMBOL) 3.18' (W) x 6.00' (H) - WHITE THERMOPLASTIC HELMETED BICYCLIST SYMBOL 7 8 STA 5+46.26 - 28.34' RT (CENTER OF SYMBOL) 2.11' (W) x 6.00' (H) - WHITE THERMOPLASTIC STRAIGHT ARROW SYMBOL 8 9 STA 5+97.97 - 10.14' RT (CENTER OF SYMBOL) 6.33' (W) x 8.00' (H) - WHITE THERMOPLASTIC LEFT TURN ARROW SYMBOL 9 10 10 STA 6+15.97 - 10.16' RT (CENTER OF SYMBOL) 6.33' (W) x 8.00' (H) - WHITE THERMOPLASTIC LEFT TURN ARROW SYMBOL 11 STA 8+37.00 - 10.30' RT (CENTER OF SYMBOL) 6.33' (W) x 8.00' (H) - WHITE THERMOPLASTIC LEFT TURN ARROW SYMBOL 11 12 12 STA 8+55.00 - 10.31' RT (CENTER OF SYMBOL) 6.33' (W) x 8.00' (H) - WHITE THERMOPLASTIC LEFT TURN ARROW SYMBOL 13 STA 11+35.04 - 28.77' RT (CENTER OF SYMBOL) 3.18' (W) x 6.00' (H) - WHITE THERMOPLASTIC HELMETED BICYCLIST SYMBOL 13 14 14 STA 11+47.04 - 28.78' RT (CENTER OF SYMBOL) 2.11' (W) x 6.00' (H) - WHITE THERMOPLASTIC STRAIGHT ARROW SYMBOL 15 16 15 STA 12+05.01 - 10.57' RT (CENTER OF SYMBOL) 6.33' (W) x 8.00' (H) - WHITE THERMOPLASTIC LEFT TURN ARROW SYMBOL 16 STA 12+23.01 - 10.59' RT (CENTER OF SYMBOL) 6.33' (W) x 8.00' (H) - WHITE THERMOPLASTIC LEFT TURN ARROW SYMBOL 17 18 17 STA 14+63.11 - 10.76' RT (CENTER OF SYMBOL) 6.33' (W) x 8.00' (H) - WHITE THERMOPLASTIC LEFT TURN ARROW SYMBOL 18 STA 14+81.11 - 10.78' RT (CENTER OF SYMBOL) 6.33' (W) x 8.00' (H) - WHITE THERMOPLASTIC LEFT TURN ARROW SYMBOL 7/13/2020 RE C O R D D R A W I N G S //////////////////////////////////////////////////////////////////////// /// ///////// ////// ////////////////// /// // / // / /// /// E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E10S E10S E10S E10S E10S E10S E10S E10S E10S E10S E10S E18SD E8 W E8 W E8 W E8 W E8 W E10S E10S E10S E10S E10S E10S E10S E10S E10S E10S E10S E10S E10S E10S E8 S E8 S E8 S E8 S E8 S E1 2 S D E1 2 S D E10S E10S E10S E10S E10S E10S E10S E10S E8 S E8 S E8SE1 2 S D E1 2 S D E1 2 S D E8 S E8 S E8 W E8 W E8 S E8 S E8 W 15+00 16+00 17+00 18+00 19+00 20+00 21+00 5.50' 10.50' 12.00' 10.77' 9.00'15.00'9.00' ±STA 17+32.9 - 36.0' RT REMOVE & REPLACE EXISTING SIGN WITH (1) R3-17 (24" x 18") (1) R8-3 (12" x 12") B I K E L A N E P STA 16+08.30 - 16.87' RT BEGIN 4" YELLOW EPOXY PAINT 4" - 9' x 15' SKIP LINE (LT) & 4" SOLID (RT) STA 16+08.31 - 4.87' RT BEGIN 4" YELLOW EPOXY PAINT 4" - 9' x 15' SKIP LINE (RT) & 4" SOLID (LT) 5.50' 10.50' 12.00' 10.71' STA 19+37.4 - 36.1' RT INSTALL NEW (1) R3-9b (24" x 36") C E N T E R L A N E O N L Y ±STA 19+57.6 - 23.8' LT INSTALL NEW POLE MOUNTED (1) R3-9b (24" x 36")CE N T E R LA N E ON L Y STA 15+36.18 - CENTERLINE OF NEW THERMOPLASTIC PEDESTRIAN CROSSING TYPE "B" MARKINGS PER COB STD DWG 02581-2 & WHITE YIELD LINE MARKINGS PER COB STD DWG 02581-1 2.40' 2.75' NO PA R K I N G AN Y TIM E STA 15+45.7 - 18.0' LT REMOVE EXISTING SIGN & INSTALL NEW (1) W11-2 (30"x30") (1) W16-7pL (24"x12") (1) R7-1DA (12"x18") STA 15+27.2 - 35.8' RT INSTALL NEW POLE MOUNTED (1) W11-2 (30"x30") (1) W16-7pL (24"x12") AH E A D STA 16+70.72 - 22.5' LT PER THE CITY OF BOZEMAN INSTALL NEW (1) W11-2 (30"x30") (1) W16-9P (24"x12") / / / / / / / / / / / / // / /// /// /// /// /// /// /// /// /////////////////////////// //////////// ////////////////// ///////////////////////////////// ////// /// E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E12W E10S E8 S E8 S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8S E8 W E10W E6 W BP BP BP BP BP BP BP J J BP BP BP BP BP BP BP BP BP BC T V BCT V BC T V BC T V BC T V BC T V BC T V BCT V BC T V BC T V BC T V BC T V BC T V BCT V BC T V BC T V BC T V BT BT BT BT BT BT BT BT BT BT BT BT BC T V BT BT BT BT BT BT GAS GAS GA S GA S GA S GA S GA S GA S E3 6 S D E3 6 S D E3 6 S D E3 6 S D E3 6 S D E8 S PPB 8S 21+00 22+00 23+00 24+00 25+00 26+00 27+00 STA 22+66.56 - 17.35' RT END 4" YELLOW EPOXY PAINT 4" - 9' x 15' SKIP LINE (LT) & 4" SOLID (RT) STA 22+66.56 - 5.35' RT BEGIN 4" YELLOW EPOXY PAINT 4" - 9' x 15' SKIP LINE (RT) & 4" SOLID (LT) 9.00'15.00'9.00' 5.50' 10.50' 12.00' 10.61' STA 22+66.5 - 36.4' RT INSTALL NEW (1) R3-9b (24" x 36")) C E N T E R L A N E O N L Y STA 23+40.45 - 27.90' RT BEGIN 4" WHITE EPOXY PAINT 20:1 TAPER 20 : 1 TAPER R2.00' R10.00' ±30°R500.00'8 : 1 TAPER ±17 : 1 TAPER 24" WIDE YELLOW THERMOPLASTIC DIAGONAL CROSSHATCH MARKINGS SPACED AT 25.00' ON CENTER ±STA 24+43.1 - 31.4' RT REMOVE & REPLACE EXISTING SIGN WITH (1) R3-17 (24" x 18") (1) R8-3 (12" x 12") B I K E L A N E P R500.00' ±STA 24+83.6 - 29.4' RT REMOVE & RESET EXISTING R3-8 LANE CONTROL SIGN STA 25+82.13 - 16.00' RT END 4" WHITE EPOXY PAINT VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 2020COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\5305\006 - ICON APTS\ACAD\RECORD\T-02_W-BABCOCK-ST_STA_15+00-END_20200713.DWG PLOTTED BY:THOMAS EASTWOOD ON Jul/13/2020 REVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net engineers surveyors planners scientists MorrisonMaierle ICON APARTMENTS OFF-SITE ROADWAY IMPROVEMENTS 5305.006 MONTANA WEST BABCOCK STREET WIDENING SIGNAGE & PAVEMENT MARKINGS - STA 15+00 TO END 13 T-2 TEE KDJ MEE 01/2019      1 CITY OF BOZEMAN REVIEW 7/12/2019TEE           2 CITY OF BOZEMAN REVIEW 8/28/2019TEE BOZEMAN    WEST BABCOCK STREET NO R T H HA N L E Y AV E N U E MA T C H L I N E WEST BABCOCK STREET GRAPHIC SCALE 0 (IN FEET) 10 201020 1 INCH = 20 FT 11x17 HORIZONTAL SCALE: 1" = 40' CONTOUR INTERVAL = 0.50' Know what's below. before you dig.Call R 1.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 6TH EDITION DATED APRIL 2010 (MPWSS); THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS; AND THE PROJECT SPECIFICATIONS. 2.ALL TEXT AND FEATURES SHOWN SHADED ARE EXISTING. SEE SHEETS C-1 AND C-2 FOR MORE COMPLETE DEPICTION OF EXISTING IMPROVEMENTS. GENERAL NOTES: SIGNAGE & PAVEMENT MARKINGS | STA 3+00 TO 9+00 SIGNAGE & PAVEMENT MARKINGS | STA 20+50 TO END NOTES BY SYMBOL: 1 MA T C H L I N E SE E D E T A I L 2 MA T C H L I N E SE E D E T A I L 1 6 STA 20+77.20 - 11.21' RT (CENTER OF SYMBOL) 6.33' (W) x 8.00' (H) - WHITE THERMOPLASTIC LEFT TURN ARROW SYMBOL 3 4 SO U T H HA N L E Y AV E N U E 1 2 STA 17+26.94 - 29.21' RT (CENTER OF SYMBOL) 3.18' (W) x 6.00' (H) - WHITE THERMOPLASTIC HELMETED BICYCLIST SYMBOL 2 STA 17+38.94 - 29.21' RT (CENTER OF SYMBOL) 2.11' (W) x 6.00' (H) - WHITE THERMOPLASTIC STRAIGHT ARROW SYMBOL 3 STA 17+97.67 - 11.01' RT (CENTER OF SYMBOL) 6.33' (W) x 8.00' (H) - WHITE THERMOPLASTIC LEFT TURN ARROW SYMBOL 4 STA 18+15.67 - 11.02' RT (CENTER OF SYMBOL) 6.33' (W) x 8.00' (H) - WHITE THERMOPLASTIC LEFT TURN ARROW SYMBOL 5 6 5 STA 20+59.20 - 11.20' RT (CENTER OF SYMBOL) 6.33' (W) x 8.00' (H) - WHITE THERMOPLASTIC LEFT TURN ARROW SYMBOL 7 7 STA 23+21.46 - 5.01' RT PRC 4" DOUBLE YELLOW EPOXY PAINT 8 STA 23+19.52 - 7.43' RT PCC 4" DOUBLE YELLOW EPOXY PAINT 8 9 9 STA 23+30.53 - 15.24' RT PT 4" DOUBLE YELLOW EPOXY PAINT & BEGIN 8:1 TAPER 10 10 STA 23+47.41 - 4.14' RT PT 4" DOUBLE YELLOW EPOXY PAINT & BEGIN 17:1 TAPER 11 STA 24+36.80 - 24.91' RT (CENTER OF SYMBOL) 3.18' (W) x 6.00' (H) - WHITE THERMOPLASTIC HELMETED BICYCLIST SYMBOL 12 STA 24+48.79 - 24.32' RT (CENTER OF SYMBOL) 2.11' (W) x 6.00' (H) - WHITE THERMOPLASTIC STRAIGHT ARROW SYMBOL 11 12 13 STA 24+70.34 - 3.16' LT PC 4" DOUBLE YELLOW EPOXY PAINT & END 17:1 TAPER 13 14 STA 24+83.51 - 3.77' LT PT / JUNCTION 4" DBL YELLOW EPOXY PAINT 14 KI M B A L L AV E N U E 15 STA 15+26.17 - 4.81' RT END 4" YELLOW EPOXY PAINT 4" - 9' x 15' SKIP LINE (RT) & 4" SOLID (LT) 15 16 STA 15+26.16 - 16.81' RT END 4" YELLOW EPOXY PAINT 4" - 9' x 15' SKIP LINE (LT) & 4" SOLID (RT) 16 C E N T E R L A N E O N L Y STA 16+57.8 - 36.2' RT INSTALL NEW (1) R3-9b (24" x 36") SE E S H E E T T - 1 7/13/2020 STA 16+01.4 - 53.9' RT REMOVE & RESET EXISTING STREET NAME & STOP SIGN ASSEMBLY STA 16+21.3 - 36.1' RT PER THE CITY OF BOZEMAN INSTALL NEW (1) W11-2 (30" x 30") (1) W16-YpL (24" x 12") RE C O R D D R A W I N G S 4" (MIN) 1'-0"9" (MIN) 6" (MIN) 9" 214" 2'-0" 412" [0.38']512" [0.45] 6" (MIN) 6" (MIN) 4" R 3" R 3/4" PER 1' SLOPE TOPSOIL COMPACTED BACKFILL COMPACTED SUBGRADE COMPACTED CRUSHED BASE COURSE MATERIAL FINISHED ASPHALT SURFACE TO BE 1/8" TO 1/4" ABOVE GUTTER LIP LAYDOWN CURB NOTES: 1.BASE COURSE AND SUBGRADE SHALL BE COMPACTED TO A MINIMUM OF 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D 698. 2.CONTRACTION JOINTS SHALL BE PLACED AT TEN FOOT (10') MINIMUM INTERVALS AND SHALL HAVE A MINIMUM DEPTH OF THREE-QUARTER INCH (3/4") AND WIDTH OF ONE-EIGHTH INCH (1/8"). 3.ONE-HALF INCH (1/2") EXPANSION JOINT MATERIAL SHALL BE PLACED AT ALL PC'S, PT'S, CURB RETURNS, AND AT NOT MORE THAN 300' INTERVALS. THE EXPANSION JOINT MATERIAL SHALL EXTEND THROUGH THE FULL DEPTH OF THE CURB AND GUTTER. 4.NO CURB AND GUTTER SHALL BE PLACED WITHOUT A FINAL FORM INSPECTION BY THE OWNER THEIR AUTHORIZED REPRESENTATIVE, AND/OR THE CITY OF BOZEMAN (AS REQUIRED). 5.CONCRETE SHALL BE CLASS M-4000. 6.CONTRACTOR SHALL BACKFILL CURB WITHIN SEVEN (7) DAYS OF PLACEMENT. 4" (MIN) 1'-0"9" (MIN) 6" (MIN) 6" (MIN) 6" (MIN) 4" R 3" R 1/2" PER 1' SLOPE 2" 9" 612" [0.53']7" [0.58'] 2'-0" TOPSOIL COMPACTED BACKFILL COMPACTED SUBGRADE COMPACTED CRUSHED BASE COURSE MATERIAL FINISHED ASPHALT SURFACE TO BE FLUSH WITH GUTTER LIP LAYDOWN CURB STANDARD CATCH CURB & GUTTER STANDARD SPILL CURB & GUTTER 3" 1'-6" 8"(MIN) DEPTH SCARIFIED, MOISTURE CONDITIONED, & RECOMPACTED SUBGRADE NOTES: 1.PRIOR TO PLACEMENT OF THE BASE COURSE, THE EXPOSED SUBGRADE SHALL BE SCARIFIED TO A MINIMUM DEPTH OF EIGHT INCHES (8") BELOW EXISTING GRADE, MOISTURE CONDITIONED, AND RECOMPACTED TO 95% (MINIMUM) OF MAXIMUM DENSITY AS DETERMINED BY ASTM D 698. 2.EXTEND PITRUN SURFACING TO NATIVE GRAVEL DEPTH. WHERE DEPTH EXCEEDS THREE FEET (36"), INSTALL PROPEX GEOTEX 801 NONWOVEN GEOTEXTILE (OR APPROVED EQUAL) ON SCARIFIED, MOISTURE CONDITIONED, AND RECOMPACTED SUBGRADE. 3.AGGREGATE BASE COURSE SHALL CONFORM TO SECTION 02235 OF THE MPWSS AND INCORPORATE A MAXIMUM PARTICLE SIZE OF ONE INCHES (1"). 4.AGGREGATE BASE COURSE SHALL BE COMPACTED TO A MINIMUM OF 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D 698. 5.ASPHALT SHALL BE TYPE B OR APPROVED EQUAL WITH PERFORMANCE GRADE 58-28 BINDER IN ACCORDANCE WITH AASHTO MP1 COMPACTED TO A MINIMUM OF 97% OF THE MARSHALL UNIT WEIGHT. 6.THE FINISHED SURFACE MUST BE FREE OF RUTS, DEPRESSIONS, OR OTHER SURFACE DEFECTS EXCEEDING ONE-QUARTER INCH (1/4") AS MEASURED WITH A TEN FOOT (10') STRAIGHT EDGE PARALLELING THE FINISHED SURFACE. MAKE CORRECTIONS BY SCARIFYING AND RELAYING THE MIXTURE AT CONTRACTOR EXPENSE. MINIMUM DEPTH UP TO 36" DEPTH PITRUN SURFACING (REFER TO NOTE 2) ASPHALT CONCRETE PAVEMENT NATIVE GROUND 4"MINIMUM DEPTH OF 1" MINUS CRUSHED BASE COURSE 4" (MIN) CLASS M-4000 CONCRETE 3" (MIN) 1" MINUS COMPACTED, CRUSHED GRAVEL OR 1" WASHED ROCK NOTES: 1.SPACE CONTRACTION JOINTS TO MATCH THE WIDTH OF SIDEWALK. 2.INSTALL EXPANSION JOINT MATERIAL AT EVERY FIFTH JOINT FOR THE FULL DEPTH OF CONCRETE. 3.FINISH CONCRETE WITH LIGHT BROOM FINISH. 2% MAX CROSS SLOPE COMPACTED SUBGRADE NOTES: 1.CONCRETE SHALL BE CLASS M-4000 REINFORCED WITH 1.5 LBS OF FIBERMESH PER CUBIC YARD. RAMP MAY ALSO BE REINFORCED WITH 6x6x10 GAUGE WIRE MESH. 2.DOWEL RAMP FLARES THREE INCHES (3") INTO BACK OF CURB WITH #5 x 24" REBAR, MAINTAINING THREE INCHES (3") CLEAR. 3.DETECTABLE WARNING SURFACES SHALL COMPLY WITH THE "AMERICANS WITH DISABILITIES ACT GUIDELINES". ONE CORNER OF THE DETECTABLE WARNING MUST BE WITHIN EIGHT INCHES (8") OF THE GUTTER FLOWLINE. NO OTHER POINT ON THE LEADING EDGE OF THE DETECTABLE WARNING MAY BE MORE THAN FIVE FEET (5') FROM THE FLOWLINE. 4.DETECTABLE WARNING SURFACES MUST BE CAST IRON OR DUCTILE IRON FOR RAMPS WITHIN PUBLIC RIGHT-OF-WAY. 5. RAMP AND CURB MAY BE POURED MONOLITHICALLY. 6. SIDEWALK CROSS-SLOPES SHALL NOT EXCEED ONE AND ONE-HALF PERCENT (1.50%), MAXIMUM. INSTALL DETECTABLE WARNING TAPE A MAXIMUM OF 18" BELOW FINISH SURFACE GRADE 1'-0" (MIN) 1'-0" (MIN) 4" 6" TRENCH WIDTH = OD OF PIPE PLUS 2'-0" (MIN TRENCH WIDTH = 3'-6") TYPE 2 PIPE BEDDING WHERE REQUIRED FOR SOFT OR UNSTABLE FOUNDATION TYPE 1 PIPE BEDDING PLACED IN 6" MAX LAYERS AND COMPACTED THOROUGHLY SELECT TYPE 1 BEDDING MATERIAL PLACED IN 6" LAYERS & COMPACTED AS SPECIFIED IN SECTION 02221 FLOWABLE FILL TRENCH BACKFILL SLOPING, BENCHING, OR SUPPORT SYSTEMS IN THIS AREA TO CONFORM TO OSHA REGULATIONS* VERTICAL TRENCH WALLS WITH SHORING TO CONFORM TO OSHA REGULATIONS*BACKSLOPE AS SPECIFIED TO CONFORM TO OSHA REGULATIONS* EXISTING ARTERIAL OR COLLECTOR STREET SURFACE (TYP) *SEE OSHA CONSTRUCTION STANDARDS FOR EXCAVATIONS NOTES: 1.EXISTING PAVEMENT SHALL BE CUT ALONG A NEAT VERTICAL LINE A MINIMUM OF 12" FROM THE EDGE OF THE TRENCH OPENING. WHERE NEAT LINE IS LESS THAN 3'-0" FROM THE EDGE OF THE EXISTING PAVEMENT OR CURB AND GUTTER SECTION, REMOVE AND REPLACE THE ENTIRE PAVEMENT SECTION BETWEEN THE TRENCH AND EDGE OF PAVEMENT. 2.FOR REPLACEMENT OF THE PAVEMENT SECTION, AT A MINIMUM MATCH THE EXISTING PAVEMENT THICKNESS UNLESS OTHERWISE SPECIFIED BY THE ENGINEER. WIDTH VARIES REFER TO PLAN VARIES WIDTH VARIES REFER TO PLAN 6'-0" 6'-0" RA M P S L O P E 12( H ) : 1 ( V ) M A X * COLOR AS APPROVED BY OWNER * 4-INCH THICKNESS CONCRETE SIDEWALK 6" (MIN) THICK CONCRETE OVER 3" (MIN) THICKNESS OF 1-1/2" MINUS WASHED ROCK FOR APRON & RAMP #5 x 24" REBAR DOWEL SPACED @ 24" O.C. (TYP) TRUNCATED DOME PANEL - FULL WIDTH OF RAMP WHERE INDICATED NO LIP TOP-BACK OF CURB FACE OF CURB CURB FLOWLINE EDGE OF ASPHALT APRON SLOPE 10(H) : 1(V) MAX WIDTH VARIES REFER TO PLAN VARIES WIDTH VARIES REFER TO PLAN WIDTH VARIES REFER TO PLAN RA M P S L O P E 12( H ) : 1 ( V ) M A X * COLOR AS APPROVED BY OWNER * 4-INCH THICKNESS CONCRETE SIDEWALK 6" (MIN) THICK CONCRETE OVER 3" (MIN) THICKNESS OF 1" MINUS WASHED ROCK FOR APRON & RAMP #5 x 24" REBAR DOWEL SPACED @ 24" O.C. (TYP) TRUNCATED DOME PANEL - FULL WIDTH OF RAMP WHERE INDICATED NO LIP TOP-BACK OF CURB FACE OF CURB CURB FLOWLINE EDGE OF ASPHALT APRON SLOPE 10(H) : 1(V) MAX VARIES6" RETURN MAY BE ON LEFT OR RIGHT SIDE OF RAMP (LEFT SIDE SHOWN) 3'-0" 3'-0" CURB TO CURB WIDTH - VARIESTOP-BACK OF CURB CURB FLOWLINE TBC R15.00' CONTROL JOINT EXPANSION JOINT A A DOWEL WITH 5 #4 x 36" SMOOTH REBAR EVENLY SPACED ON 1'-0" CENTERS WITH 3 1/2" OF COVER WITH EXPANSION TUBES ON ONE END OF BARS WITH CURB RETURN FILLET AS ONE PIECE JOINTS WILL BE REQUIRED APPROXIMATELY EVERY 10 FEET FLOWLINE FACE OF CURB EDGE OF ASPHALT TBC R15.00' 6" IF EXISTING CURB RETURN, GRIND GUTTER TO FORM OUTLET CHANNEL WHEN THIS IS THE HIGH SIDE PLAN VIEW SLOPE GUTTER AT 1/2" PER FOOT 6" (MIN)712" (MIN) 6'-0" (MIN)FINISHED ASPHALT SURFACE TO BE 1/8" TO 1/4" ABOVE GUTTER LIP 15' MINIMUM TRANSITION LENGTH 6" (MIN) DEPTH OF COMPACTED CRUSHED BASE COURSE BELOW DOUBLE GUTTER SECTION A-A REINFORCE WITH #4 BARS ON 2'-0" x 2'-0" GRID WITH 3-1/2" MINIMUM COVERNOTES: 1.BASE COURSE AND SUBGRADE SHALL BE COMPACTED TO A MINIMUM OF 95% OF THE MAXIMUMDRY DENSITY AS DETERMINED BY ASTM D 698. 2.CONCRETE SHALL BE CLASS M-4000 REINFORCED WITH 1.5 LBS OF FIBERMESH PER CUBIC YARD OR WITH 6X6X10 GAUGE WIRE MESH. 3.THE WIDTH WITH PROPORTIONAL INVERT MAY VARYTO SATISFY THE DESIGN REQUIREMENTS OF INDIVIDUAL APPLICATIONS. VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 2020COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\5305\006 - ICON APTS\ACAD\RECORD\D-01_CURB+GUTTER+PAVING+CONCRETE-DETAILS_20200713.DWG PLOTTED BY:THOMAS EASTWOOD ON Jul/13/2020 REVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net engineers surveyors planners scientists MorrisonMaierle ICON APARTMENTS OFF-SITE ROADWAY IMPROVEMENTS 5305.006 MONTANA CURB & GUTTER, PAVING, AND CONCRETE DETAILS 14 D-1 TEE KDJ MEE 01/2019     1 CITY OF BOZEMAN REVIEW 7/12/2019TEE               BOZEMAN    Know what's below. before you dig.Call R SCALE: 1" = 1'-0" CURB AND GUTTER DETAILS 11x17 SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" STANDARD DUTY BITUMINOUS PAVEMENT DETAIL 11x17 SCALE: 1/4" = 1'-0" SCALE: 1/2" = 1'-0" 4-INCH THICKNESS CONCRETE SIDEWALK DETAIL 11x17 SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" PEDESTRIAN RAMP DETAILS 11x17 SCALE: 1/8" = 1'-0" SCALE: 1/2" = 1'-0" 11x17 SCALE: 1/4" = 1'-0" TRENCH RESTORATION - FLOWABLE FILL BLENDED APRON & RETURN CURB STYLE APRON STYLE SCALE: 1/4" = 1'-0" DOUBLE GUTTER DETAIL FOR STREET INTERSECTION 11x17 SCALE: 1/8" = 1'-0" 7/13/2020 RE C O R D D R A W I N G S SUPPORT AND CORRESPONDING ANCHOR SUPPORT ANCHOR TUBE SIZE WEIGHT WALL THICKNESS TUBE SIZE WEIGHT WALL THICKNESS 2" X 2"2.42 LB / FT 0.105" (12 GAUGE)2-1/2" X 2-1/2"18.4 LB / EA 0.188" (7 GAUGE) NOTES: 1.STEEL POSTS SHALL BE HOT-DIPPED IN GALVANIZED ZINC COATING AND FINISHED WITH CONVERSION COATING AND A CLEAR ORGANIC TOP COAT. 2.WHEN FASTENING POST TO ANCHOR, INSERT CORNER BOLT HEAD FROM OPPOSITE SIDE OF EXPECTED IMPACT. INSERT DRIVE RIVET INTO OPPOSITE SIDE FOR ADDITIONAL STABILITY. 3.ALTERNATE CRASH TESTED AND APPROVED BREAKAWAY DEVICES MAY BE USED AS AN OPTION AS APPROVED BY THE ENGINEER. 2" (MAX) 2'-6" 4" 1'-0" 7/16" DIA HOLES SPACED ONE INCH (1") ON-CENTER GROUND LEVEL INSERT SIGN POST 18" INTO ANCHOR 2-1/2" OR 3" SQUARE, NON-PERFORATED STEEL HEAVY DUTY BREAKAWAY ANCHOR CONCRETE FOUNDATION (CLASS M-3000 MINIMUM &1' DIA x 2'-6" MINIMUM) NATIVE GROUND 2" OR 2-1/2" SQUARE PERFORATED GRADE 50 STEEL POST SHIMS ARE NOT TO BE USED FASTEN POST TO ANCHOR WITH 5/16" STEEL (STAINLESS OR ZINC PLATED) CORNER BOLT, FLAT WASHER, & NUT (SEE NOTE 2 BELOW) 2-1/2" X 2-1/2"3.14 LB / FT 0.105" (12 GAUGE)3" X 3"23.0 LB / EA 0.188" (7 GAUGE) VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 2020COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\5305\006 - ICON APTS\ACAD\RECORD\D-02_SIGNAGE+PAVEMENT-MARKING-DETAILS_20200713.DWG PLOTTED BY:THOMAS EASTWOOD ON Jul/13/2020 REVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net engineers surveyors planners scientists MorrisonMaierle ICON APARTMENTS OFF-SITE ROADWAY IMPROVEMENTS 5305.006 MONTANA SIGNAGE & PAVEMENT MARKING DETAILS 15 D-2 TEE KDJ MEE 01/2019      1 CITY OF BOZEMAN 7/12/2019TEE               BOZEMAN    Know what's below. before you dig.Call R SCALE: 1" = 1'-0" SINGLE SQUARE TUBE BREAKAWAY SIGN POST INSTALLATION DETAIL 11x17 SCALE: 1/2" = 1'-0" 7/13/2020 RE C O R D D R A W I N G S 4816 4815 4815 4814 4813 4812 4811 4810 X X X X X X X X X X X X X X X X XFOLLOW LEVEL CONTOUR WITH ENDS POSITIONED UPHILL SILT FENCE SET 10' (MIN) AWAY FROM STEEP SLOPE OR TOE OF FILL PREVENT FLOW AROUND ENDS BY BRINGING UPSLOPE DRAINAGE AREA WOVEN FABRIC (MIRAFI 100X OR EQUAL) OVER WIRE MESH (9 CA, 6x6 MESH) 10' (MAX) 5' MAX IF SLICING METHOD USED FOR INSTALLATION LEVEL CONTOUR NO SLOPE FASTEN WITH THREE (3) 50# DIAGONAL CABLE TIES WITHIN TOP EIGHT INCHES (8") OF FABRIC 2x2 CONSTRUCTION GRADE LUMBER, FOUR FEET (4') LONG WRAP GEOTEXTILE AROUND STAKES BEFORE DRIVING SIX INCH (6") MIN TRENCH PLAN VIEW ELEVATION VIEW 10 MIL PLASTIC LINING C C 10'-0" (MINIMUM) VARIES CONCRETE WASHOUT TYPE C ABOVE GROUND WITH STRAW BALES SECTION C-C NOT TO SCALE STAPLES (2 PER BALE) WOOD OR METAL STAKES (2 PER BALE) 10 MIL PLASTIC LINING BALE STRING STRAW BALENATIVE MATERIAL (OPTIONAL) WOOD OR METAL STAKES (2 PER BALE) STRAW BALE (TYP) 2" 8" 1.12" DIA STEEL WIRE STAPLE DETAIL NOT TO SCALE CONCRETE WASHOUT 4" x 4" x 8' WOOD POST 48" x 24" PLYWOOD PAINTED WHITE 6" BLACK LETTERSLAG SCREWS WITH WASHERS (4 TOTAL) 3'-0" 3'-0" CONCRETE WASHOUT SIGN MAY BE SUBSTITUTED WITH APPROVED EQUAL NOTES: 1.THE ACTUAL LAYOUT OF THE CONCRETE WASHOUT FACILITY SHALL BE DETERMINED IN THE FIELD. 2.A CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN THIRTY FEET (30') OF THE TEMPORARY CONCRETE WASHOUT FACILITY. 3.MATERIALS USED TO CONSTRUCT TEMPORARY CONCRETE WASHOUT FACILITIES SHALL BE REMOVED FROM THE PROJECT SITE AND DISPOSED OF OR RECYCLED. 4.HOLES, DEPRESSIONS, OR OTHER GROUND DISTURBANCE CAUSED BY THE REMOVAL OF THE TEMPORARY CONCRETE WASHOUT FACILITIES SHALL BE BACKFILLED, REPAIRED, AND STABILIZED TO PREVENT EROSION. INLET GRATE SIDE FLAP (SEE NOTE #4) LENGTH AND WIDTH DIMENSIONS SHALL BE PER PLAN FRONT LIFTING FLAP (SEE NOTE #3) FLAP POCKET (SEE NOTE #5) USE REBAR, STEEL PIPE, OR WOOD 2"x4" FOR REMOVAL MINIMUM DOUBLE STITCHED SEAMS ALL AROUND SIDE PIECES AND ON FLAP POCKETS GEOTEXTILE FILTER FABRIC (FRONT, BACK, AND BOTTOM TO BE A SINGLE PIECE OF FABRIC)4"x6" OPENINGS WITH ROUNDED CORNERS SHALL BE HEAT CUT (ONE HOLE ON EACH OF THE FOUR SIDES) 12" (MIN) 8" 4" 12" INLET PROTECT TYPE D CAN BE INSTALLED IN INLETS WITH OR WITHOUT CURB BOXES NOTES: 1.TAPER BOTTOM OF BAG TO MAINTAIN THREE INCHES (3") OF CLEARANCE BETWEEN THE BAG AND THE STRUCTURE, MEASURED FROM THE BOTTOM OF THE OVERFLOW OPENINGS TO THE STRUCTURE WALL. 2.GEOTEXTILE FILTER FABRIC FOR FLAPS, TOP AND BOTTOM OF OUTSIDE FILTER BAG. FRONT, BACK, AND BOTTOM OF FILTER BAG BEING ONE PIECE. 3.FRONT LIFTING FLAP IS TO BE USED WHEN REMOVING AND MAINTAINING FILTER BAG. 4.SIDE FLAPS SHALL BE A MAXIMUM OF TWO INCHES (2") LONG. FOLD THE FABRIC OVER AND REINFORCE WITH MULTIPLE STITCHES. 5.FLAP POCKETS SHALL BE LARGE ENOUGH TO ACCEPT WOOD 2"x4". THE REBAR, STEEL PIPE, OR WOOD SHALL BE INSTALLED IN THE REAR FLAP AND SHALL NOT BLOCK THE TOP HALF OF THE CURB FACE OPENING. MAINTENANCE NOTES: WHEN REMOVING OR MAINTAINING INLET PROTECTION, CARE SHALL BE TAKEN SO THAT THE SEDIMENT TRAPPED IN THE FABRIC DOES NOT FALL INTO THE STRUCTURE. MATERIAL THAT HAS FALLEN INTO THE INLET SHALL BE IMMEDIATELY REMOVED. VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 2020COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\5305\006 - ICON APTS\ACAD\RECORD\D-03_EROSION+SEDIMENT-CONTROL-DETAILS_20200713.DWG PLOTTED BY:THOMAS EASTWOOD ON Jul/13/2020 REVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net engineers surveyors planners scientists MorrisonMaierle ICON APARTMENTS OFF-SITE ROADWAY IMPROVEMENTS 5305.006 MONTANA EROSION & SEDIMENT CONTROL DETAILS 16 D-3 TEE KDJ MEE 01/2019      1 CITY OF BOZEMAN 7/12/2019TEE               BOZEMAN    Know what's below. before you dig.Call R NOT TO SCALE SILT FENCE INSTALLATION DETAIL NOT TO SCALE CONCRETE WASHOUT FACILITY DETAIL NOT TO SCALE INLET PROTECTION TYPE D DETAILS 7/13/2020 RE C O R D D R A W I N G S VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 2020COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\5305\006 - ICON APTS\ACAD\RECORD\E-01-THRU-E-03_W-BABCOCK-ST-ELECTRICAL_20200713.DWG PLOTTED BY:THOMAS EASTWOOD ON Jul/13/2020 REVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net engineers surveyors planners scientists MorrisonMaierle ICON APARTMENTS OFF-SITE ROADWAY IMPROVEMENTS 5305.006 MONTANA WEST BABCOCK STREET WIDENING LIGHTING DETAILS 17 E-1 ARG ARG MEE 07/2019     1 CITY OF BOZEMAN REVIEW 7/12/2019ARG               BOZEMAN    7/13/2020 ELECTRICAL SYMBOL LEGEND SYMBOL DESCRIPTIONS MOUNTING HEIGHT, UNO BRANCH CIRCUIT WIRING. ARROW INDICATES HOME RUN TO PANEL WITH CIRCUITS AS NOTED. WIRE SIZE IS #12 UNLESS NOTED OTHERWISE. SHORT TICK MARKS INDICATE PHASE CONDUCTORS. LONG TICK MARKS INDICATE NEUTRAL CONDUCTORS. PROVIDE A DEDICATED NEUTRAL CONDUCTOR FOR EACH 120V BRANCH CIRCUIT. A SINGLE INSULATED GREEN GROUND CONDUCTOR SHALL BE PROVIDED WITH EACH HOME RUN. RACEWAY BELOW FLOOR OR BELOW GRADE RACWAY STUB-OUT OR STUB-UP WITH BUSHED END PAD MOUNTED TRANSFORMER UTILITY ELECTRIC METER METER LINE BREAK HANDHOLE SEE DETAIL 4/E0-2 KEY NOTE. REFER TO SPECIFIC NOTE ON SAME DRAWING SHEET. POLE MOUNTED LUMINAIRE ASSEMBLY SECURED TO CONCRETE BASE. LETTER INDICATES FIXTURE TYPE. PHOTOCELL DUPLEX RECEPTACLE.18" SPECIAL PURPOSE OUTLET, LETTER INDICATES TYPE. SEE SPEC.18" JUNCTION BOX FUSED DISCONNECT SWITCH BRANCH CIRCUIT PANELBOARD BREAKER CONTACTOR 1. THESE SYMBOLS COMPRISE A STANDARD LIST; NOT ALL SYMBOLS APPEAR ON THIS PROJECT. 2. ALL MOUNTING HEIGHTS ARE TO CENTER OF DEVICE ABOVE FINISHED FLOOR. MOUNTING HEIGHTS INDICATED ON ARCHITECTURAL WALL ELEVATIONS OR AS NOTED SPECIFICALLY ON THE DRAWINGS OR IN THE SPECIFICATIONS SHALL TAKE PRECEDENCE OVER MOUNTING HEIGHTS LISTED. P-1,3,5 M M HH 1 P A J C ABBREVIATIONS A or AMP AMPERES AC ALTERNATING CURRENT A/C AIR CONDITIONINGAFAMP FUSEAFFABOVE FINISHED FLOORAFGABOVE FINISHED GRADEALALUMINUMASAMP SWITCH BAS BUILDING AUTOMATION SYSTEM BKR BREAKER C RACEWAY/CONDUITCBCIRCUIT BREAKER CCTV CLOSED CIRCUIT TELEVISION CKT CIRCUIT C.O.RACEWAY/CONDUIT ONLY, WITH PULL STRINGCNTRLCONTROLCUCOPPER DISC DISCONNECT DIST DISTRIBUTION DPDT DOUBLE POLE DOUBLE THROW DWG DRAWING EA EACHEFEXHAUST FANELECELECTRICEMTELECTRICAL METALLIC TUBING EQUIP EQUIPMENT EX OR EXIST EXISTING FD FUSED DISCONNECT FLR FLOOR FO FIBER OPTICFVNRFULL VOLTAGE NON-REVERSINGFVRFULL VOLTAGE REVERSING GEC GROUNDED ELECTRODE CONDUCTORGFIGROUND FALUT INTERRUPTER GND GROUND GRC GALVANIZED RIGID CONDUIT HID HIGH INTENSITY DISCHARGEHOAHAND-OFF-AUTOMATICHPHORSEPOWERHPSHIGH PRESSURE SODIUM HTR HEATER HZ HERTZ J-BOX JUNCTION BOX KVA KILOVOLT AMPERES KW KILOWATTS LTG LIGHTING MAX MAXIMUMMHMETAL HALIDEMINMINIMUM N NEUTRAL NC NORMALLY CLOSED NEC NATIONAL ELECTRICAL CODE NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATIONNFDNON-FUSED DISCONNECTNICNOT IN CONTRACTNONORMALLY OPEN#NUMBER OC ON CENTER OH OVERHEAD P POLEPBPUSHBUTTON PNL PANELPVCPOLYVINYL CHLORIDE CONDUIT PWR POWER RECEPT RECEPTACLERGSRIGID GALVANIZED STEELRMROOMRVNRREDUCED VOLTAGE NON-REVERSING RVR REDUCED VOLTAGE REVERSING SP SINGLE POLE TOGGLE SWITCHSPECSPECIFICATIONSPSTSINGLE POLE SINGLE THROWSSPBSTART-STOP PUSHBUTTONSWSWITCH TC TIME CLOCK TD TIME DELAYTSPTWISTED SHIELDED PAIRTTBTELEPHONE TERMINAL BOARDTYPTYPICAL UG UNDERGROUND UH UNIT HEATERUNOUNLESS NOTED OTHERWISE UON UNLESS OTHERWISE NOTED V VOLTVAVOLT AMPERES W WATTS WP WEATHERPROOFW/O WITHOUT XFMR TRANSFORMER Y WYE CONNECTED DELTA CONNECTED PHASE *THESE ABBREVIATIONS COMPRISE A STANDARD LIST; NOT ALL ABBREVIATIONS APPEAR ON THIS PROJECT. 1.PRIOR TO BID CONTRACTOR SHALL VISIT THE SITES. NOT ALL WORK REQUIRED TO COMPLETE THE PROJECT IS SHOWN ON THE DRAWINGS. THE CONTRACTOR SHALL BECOME THOROUGHLY FAMILIAR WITH ALL THE WORK REQUIRED TO COMPLETE THE PROJECT IN ADDITION TO THE LOCAL CONDITIONS AND INCLUDE SAID WORK IN THE BID. 2.GENERAL WORK PRACTICES FOR ELECTRICAL CONSTRUCTION SHALL BE IN ACCORDANCE WITH NECA 1, "STANDARD PRACTICES FOR GOOD WORKMANSHIP IN ELECTRICAL CONTRACTING." THIS PUBLICATION IS AVAILABLE FROM NCSA BY TELEPHONE AT 301-215-4521 OR ON-LINE AT WWW.NECA-NEIS.ORG. 3.U.N.O. ALL POLES AND METER BASES SHALL BE LOCATED 3' FROM BACK OF CURB. VERIFY ALL STATION NUMBERS AND COORDINATE EXACT LOCATION WITH CIVIL DRAWINGS PRIOR TO ROUGH-IN. 4.ALL NEW POLES SHOULD BE PROVIDED WITH BREAKAWAY BOLTS PER MDT REQUIREMENTS. PROVIDE TRANSPO POLE-SAFE MODEL 4100 OR EQUAL. 5.CONTRACTOR TO IMMEDIATELY NOTIFY ENGINEER AND OWNER OF ANY CONFLICTS ENCOUNTERED DURING CONSTRUCTION. UNDER NO CIRCUMSTANCES SHALL CONTRACTOR RESOLVE CONFLICT PRIOR TO NOTIFICATION. 6.PROVIDE ALL LUMINAIRES, HANDHOLES, CONDUIT AND WIRE PER CITY OF BOZEMAN DESIGN STANDARDS. PROJECT NOTES LUMINAIRE SCHEDULE SYMBOL TYPE LAMPS DESCRIPTIONS MANUFACTURER CATALOG NO. OR SERIES MOUNTING/ VOLTAGE E1 129W LED FULL CUTOFF AREA LIGHT WITH TYPE III DISTRIBUTION, AND DARK BRONZE TO MATCH NEARBY LUMINAIRES. MOUNT BOTTOM OF FIXTURE AT 25' AFG ON TAPERED - ROUND STEEL POLE. MOUNT ON CONCRETE BASE. KIM LIGHTING AR3-E35-120L-3K-240-DB-CC-NFO- A25-7 POLE/ 240 AR 7KH$UFKHW\SHŠ JOB NOTES FEATURES ■ PicoEmitter® technology1■ Full uplight cutoff ■ Available in 580nm 3000K, 4000K and 5000Kstandard CCT SPECIFICATIONS 8"(203 mm)8"(203 mm) 16"(406 mm) FRONT 22K"(572 mm) SIDE TOP Lens shall beclear glass Approx. Weight = 50 lbs. EPA 1.20 for 1A.See Configuration for Additional EPAs. ORDERING CODE BOTTOM Arm Cross Section 2"(51 mm) 6"(152 mm) 22K"(572 mm) ■ Type 1, 2, 3, 4, 5, R, L standard distributions ■ 0-10V dimming drivers standard ■ IP66 certified 3000K and warmer CCTs only TYPE APPROVALS Certifications Large PicoEmitter LED kl_areled_spec.pdf Configuration EPA 1A 1 Arm Side Mt. 1.20 2B 2 Arm Side Mt. 2.40 2L 2 Arm Side Mt. 2.00 3T 3 Arm Side Mt. 3.20 3Y* 3 Arm Side Mt. 3.20 4C 4 Arm Side Mt. 3.90 1W Single Wall Mt. n/a HSF Horz. Slipfitter n/a * Available round poles only. EPA is for Fixture only Distribution AR1 Type I AR2 Type II AR3 Type III AR4 Type IV AR5 Type V ARR Type R, Right ARL Type L, Left E35 350mA PicoEmitter Fixture Drive Current Electrical Module Source 120L 120 LEDs, 129W Color Temperature2 2K 580nm3 3K 3000K 4K 4000K 5K 5000K Voltages 120 120V 208 208V 240 240V 277 277V 347 347V4 480 480V4 Fixture Finish BL Black DB Dark Bronze GT Graphite LG Light Gray PS Platinum Silver TT Titanium WH White CC Custom Color* *Consult Representative Photocell Options A25-7 7-pin Photocell Receptacle A30 120V Button Photocell A31 208V Button Photocell A32 240V Button Photocell A33 277V Button Photocell A34 480V Button Photocell A35 347V Button Photocell Fuse Options Lens Options SF 120, 277, 347 Line Volts DF 208, 240, 480 Line Volts LS Polycarbonate Lens5 NFO Option NFO Neighbor Friendly Optic* *Photometry availablefor Type III/IV. All others,consult factory. Other Options TL Tamper Resistant Latch Wireless WIR-RMI-IO 120-480V, 1000’ range, wiSCAPE RF control system with on/off/dim, alerts, monitoring and metering capabilities Controls Motion SCL-R Round Pole MountedOccupancy Sensor up to 16' SCL-S Square Pole MountedOccupancy Sensor up to 16' SCH-R Round Pole MountedOccupancy Sensor 16' to 30' Mounting Options VSF Vertical Slipfitter Mount for 2" pipe tenon, (2-3/8" O.D.) SVSF Vertical Slipfitter Mountsquare for 2" pipe tenon,(2-3/8" O.D.) Side Arm Mount 3 3" O.D. Pole 3.5 3.5" O.D. Pole 4 4" O.D. Pole 5 5" O.D. Pole 6 6" O.D. Pole SQ Square Pole Control Accessories SW7PR7,8 Site Sync with 7 pin PCR SWUSB† SiteSync Software on USB SWTAB† SiteSync Windows® NXOFM-1R1D-UNV NX 7-pin Module † When ordering with SiteSync, one of the following interface options mustbe chosen and ordered separately. Each option contains the SiteSyncLicense, GUI and Bridge Node. Microsoft, Encarta, MSN, and Windows are either registered trademarks ortrademarks of Microsoft Corporation in the United States and/or other countries. Kim Lighting reserves the right to change specifications without notice. © 2017 KIM LIGHTING | 17760 Rowland Street | City of Industry | CA 91748 P 626.968.5666 | F 626.369.2695 | www.kimlighting.com | Rev. Apr 23, 2019 Tablet SWBRG† SiteSync Wireless Bridge Node WIR-RME-L wiSCAPE 7-pin Module 1 2 3 4 5 6 7 8 US Patent No. D674,965 S. Other patents pending.For custom optics and color temperature configurations, contact factory. Turtle friendly. Maximum 500mA drive current for 2K Amber option.347V & 480V currents may be supplied with step-down transformer.350mA only. Use only when vandalism is anticipated to be high. Required only for vandal protection inlocations where fixtures can be reached by unauthorized persons.Not available with other sensor or wireless control options.Specify group and zone at time of order. See www.hubbelllighting.com/sitesync for more details. Order at least one SiteSync interface accessory SWUSB or SWTAB. Each option contains SiteSync License, GUI, and Bridge Node. | 1 | SCH-S Square Pole MountedOccupancy Sensor 16' to 30' For Pole Spec Select: http://www.kimlighting.com/products/arms_and_poles/ For Control Spec Select: http://trpssl.com/index.html AR 7KH$UFKHW\SHŠLarge PicoEmitter LED kl_areled_spec.pdf Lumen Data Spectroradiometric 3000K Average Color Rendering Index (CRI) Power Factor ≥80 >.90 4000K Average ≥80 >.90 5000K Average ≥70 >.90 Projected Lumen Maintenance mA 350 100,000 hrs 93.17% (Calculated L70) 579,000 hrs Electrical Drive Current Volts - AC 120 208 240 277 347 480 Amps - AC 1.08 0.62 0.54 0.47 0.37 0.27 System Watts 129 129 129 129 129 129 B.U.G. Rating (TM15) in Lumens wher B = Backlight, U = Uplight, G = Glare Temperature 3000K TYPE 1 TBD 4000K 5000K Absolute Lumens Temperature 3000K 4000K 5000K TBD TBD TYPE 2 B3 U0 G3 B3 U0 G3 B3 U0 G3 TYPE 3 B2 U0 G2 B2 U0 G2 B2 U0 G2 TYPE 3 NFO B2 U0 G2 B2 U0 G2 B2 U0 G2 TYPE 4 B1 U0 G3 B1 U0 G3 B1 U0 G3 TYPE 4 NFO B1 U0 G2 B1 U0 G2 B1 U0 G2 TYPE 5 B3 U0 G2 B3 U0 G2 B3 U0 G2 TYPE L/R TBD TBD TBD TYPE 1 TYPE 2 TBD TBD TBD 11111 11396 11526 TYPE 3 11025 11307 11437 TYPE 3 NFO 9399 9640 9750 TYPE 4 11685 11984 12121 TYPE 4 NFO 9760 10010 10124 TYPE 5 12395 12713 12858 TYPE L/R TBD TBD TBD LED performance and lumen output continues to improve at a rapid pace. Log onto www.kimlighting.com to download the most current photometric files from Kim Lighting’s IES File Library.For customoptics and color temperature configurations, contact factory. Kim Lighting reserves the right to change specifications without notice. © 2017 KIM LIGHTING | 17760 Rowland Street | City of Industry | CA 91748 P 626.968.5666 | F 626.369.2695 | www.kimlighting.com | Rev. Apr 23, 2019 | 2 | RE C O R D D R A W I N G S VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 2020COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\5305\006 - ICON APTS\ACAD\RECORD\E-01-THRU-E-03_W-BABCOCK-ST-ELECTRICAL_20200713.DWG PLOTTED BY:THOMAS EASTWOOD ON Jul/13/2020 REVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net engineers surveyors planners scientists MorrisonMaierle ICON APARTMENTS OFF-SITE ROADWAY IMPROVEMENTS 5305.006 MONTANA WEST BABCOCK STREET WIDENING LIGHTING DETAILS 18 E-2 ARG ARG MEE 07/2019     1 CITY OF BOZEMAN REVIEW 7/12/2019ARG               BOZEMAN    7/13/2020 POLE BASE DETAIL (TYP) LONG REINF. SEE SCHEDULE ANCHOR BOLTS FROM POLE MANF.2'- 6 " 7' HORIZ. TIES SEE SCHEDULE PROVIDE LONG AT ALL FOUR CORNERS OF SQUARE PIER.PROVIDE SPACING OF S/2 AT TOP 1'-0" OF PEIR. DEPTH BELOW FINISHED GRADE. SPACE LONG. STEEL EVENLY AROUND PERIMETER.PROVIDE REINF. CLEARANCE PER ANCI 318. *** *** **** ***** FINISH GRADE 24" SEE SITE PLAN FOR CONDUIT SIZE 1" CHAMFER REINFORCED CONC. BASE BY E.C. BUSH CONDUITS BASE COVER PROVIDE FUSE(S) IN CKT. TO BALLAST. FUSE(S) SHALL BE BUSS TYP. BBS. FUSE HOLDERS SHALL BE BUSS "TRON" HEB WATERPROOF. SIZE OF FUSE SHALL BE AS REQUIRED BY LUMINAIRE MANUFACTURER. CONNECT GROUND TO POLE BASE W/ BOUNDRY #GB4C PROJECT ANCHOR BOLTS 3" MIN. ABOVE TOP OF BASE. PROVIDE DOUBLE NUTS FOR LEVELING UNIT (ONE ABOVE AND ONE BELOW BASE FLANGE). GROUT VOID BETWEEN BASE FLANGE AND TOP OF CONCRETE, LEAVING DRAIN HOLE. HAND FINISH. SEE DETAIL 5 ON THIS SHEET THWN CONDUCTOR AS SHOWN ON PLANS PROVIDE 1' OF COILED SLACK ON CONDUCTOR FEED THRU HANDHOLE - 4" X 6" (NOMINAL) NOTE: CONTRACTOR SHALL COORDINATE AND PROVIDE BOLT COVER FROM THE POLE MANUFACTURER TO ENSURE THE CLEANEST LOOK POSSIBLE. BEAKAWAY BOLT COUPLING (TYP) 25' AFG FINISHED GRADE TYPE E1 LUMINAIRE POWER CONDUIT TRENCH SAND 6" BELOW & 8" ABOVE CONDUIT. COMPACT TO 90% RELATIVE DENSITY. COMPACT BACKFILL TO 90% OF RELATIVE DENSITY. 95% OF T-99 ACROSS ROAD WAYS EDGE OF TRENCH TO BE 36" MIN. FROM EDGE OF WATER OR SEWER NEW TOPSOIL 36" MIN EXISTING TOPSOIL UNDISTURBED EARTH 12" MIN. SHOW SEPARATE 6" WIDE MARKING TAPE 15-18" BELOW FINISHED GRADE CONTRACTOR SHALL PROVIDE LIKE VEGETATION DISTURBED BY TRENCH OR PATCH AND RE-PAVE AS NEEDED TO MATCH ADJACENT SURFACE TYPICAL TRENCH DETAIL 3/8" HOLD DOWN BOLTS 1" CLEAN STONE DRAINAGE COPPER OR EQUAL BACKFILL TOP 6" WITH EXCAVATED TOP SOIL MATERIAL AND TAMP SECURE CONDUIT IN PLACE AS REQUIRED. NO. 30 FELT PAPER SEPARATION ELECTRICAL BOND, NO.6 AWG PROVIDE STUB AND CAP CONDUIT FOR FUTURE LUMINAIRES TYPE HANDHOLE DETAIL 1 4 5 2 3 LIGHT FIXTURE BASE SCHEDULE ***** POLE HEIGHT SIZE LONG STL HORIZONTAL STL ** 0' - 14' 14' - 38' DEPTH *** HEIGHT AFG 18" Ø 4'-0" 7'-0" 0" 0"24" Ø (6) # 5 **** (6) # 6 **** #3 AT 10" O.C. #3 AT 12" O.C. TIER 22 COVER RE C O R D D R A W I N G S /// /// ///////// ////// ////////////////// /// / / / /// /// /// E18SD E1 2 S D E1 2 S D 15+00 16+00 17+00 EXISTING LIGHT 0.5 0.4 0.3 0.3 0.3 0.3 0.2 0.7 0.6 0.5 0.6 0.5 0.5 0.4 0.9 0.7 0.7 0.7 0.7 0.8 0.7 1.2 1.0 0.9 1.0 1.1 1.1 1.1 2.2 1.9 1.9 2.1 2.1 1.5 1.3 3.5 3.5 3.5 3.4 2.9 1.8 1.2 0.4 0.4 0.6 0.9 0.8 0.9 0.8 1.0 0.7 0.6 0.7 0.6 0.5 0.7 1.0 1.7 1.8 1.9 1.9 1.9 1.2 1.0 1.0 0.8 0.6 0.8 0.9 1.6 1.9 2.7 2.5 1.7 1.3 1.5 1.2 1.0 0.6 0.7 0.6 0.9 1.1 1.2 1.2 1.2 1.4 1.7 1.6 1.5 0.4 0.5 0.6 0.6 0.7 0.7 0.8 1.1 1.4 1.7 1.9 2.4 0.3 0.3 0.3 0.4 0.4 0.4 0.6 0.7 1.2 1.5 2.0 3.1 NEW LIGHT E1 HH HH INTERCEPT EXISTING LIGHTING CIRCUIT AND EXTEND #10 CU IN 2" C. TO NEW LUMINAIRE TYPE E1. CONTRACTOR TO FIELD VERIFY CAPACITY OF EXISTING CIRCUIT. /// /// ///////// ////// ////////////////// /// / / / /// /// /// E18SD E1 2 S D E1 2 S D 15+00 16+00 17+00 EXISTING LIGHT NEW LIGHT E1 HH HH INTERCEPT EXISTING LIGHTING CIRCUIT AND EXTEND #10 CU IN 2" C. TO NEW LUMINAIRE TYPE E1. CONTRACTOR TO FIELD VERIFY CAPACITY OF EXISTING CIRCUIT. VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 2020COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\5305\006 - ICON APTS\ACAD\RECORD\E-01-THRU-E-03_W-BABCOCK-ST-ELECTRICAL_20200713.DWG PLOTTED BY:THOMAS EASTWOOD ON Jul/13/2020 REVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net engineers surveyors planners scientists MorrisonMaierle ICON APARTMENTS OFF-SITE ROADWAY IMPROVEMENTS 5305.006 MONTANA WEST BABCOCK STREET WIDENING LIGHTING PLAN 19 E-3 ARG ARG MEE 07/2019      1 CITY OF BOZEMAN REVIEW 7/12/2019ARG               BOZEMAN    WEST BABCOCK STREET NO R T H HA N L E Y AV E N U E GRAPHIC SCALE 0 (IN FEET) 10 201020 1 INCH = 20 FT 11x17 HORIZONTAL SCALE: 1" = 40' CONTOUR INTERVAL = 0.50' CROSSWALK PHOTOMETRICS SO U T H HA N L E Y AV E N U E 7/13/2020 PHOTOMETRIC CALCUATION NUMERIC SUMMARY LABEL CALC TYPE UNITS AVG MAX MIN AVG/MIN MAX/MIN CROSSWALK ILLUMINANCE FC 1.30 2.7 0.4 3.25 6.75 ISOLINES FC 2.0 1.0 0.5 0.2 LUMINAIRE SCHEDULE SYMBOL TYPE LAMPS DESCRIPTIONS MANUFACTURER CATALOG NO. OR SERIES MOUNTING/ VOLTAGE E1 129W LED FULL CUTOFF AREA LIGHT WITH TYPE III DISTRIBUTION, AND HUNTER GREEN FINISH. MOUNT BOTTOM OF FIXTURE AT 35' AFG ON TAPERED - ROUND STEEL POLE. MOUNT ON CONCRETE BASE. PROVIDE REMOVABLE GLARE SHEILD KIM LIGHTING AR3-E35-120L-3K-240-DB-CC-NFO- A25-7 POLE/ 240 WEST BABCOCK STREET SO U T H HA N L E Y AV E N U E LIGHTING POWER SHEET RE C O R D D R A W I N G S