Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
East Main Street & Highland Boulevard Improvements-RecordDrawings
N:\2605\027\ACAD\SHEETS\RECORD DRAWINGS\COVER.DWG PLOTTED BY:COOPER KRAUSE ON Oct/04/2019 ©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 TITLE COVER AND SHEET INDEX GENERAL NOTES, LEGEND AND ABBREVIATIONS SURVEY CONTROL SHEET CIVIL AND ELECTRICAL DEMOLITION PLAN HIGHLAND BLVD. UTILITY PLAN HIGHLAND BLVD. ROAD PLAN DWG. No. G-1 G-2 CD-1 CS-1 CR-1 HIGHLAND BLVD. GRADING DETAILS MAIN ST. HIGHLAND BLVD. INTERSECTION GRADING DETAILS HIGHLAND BLVD. SIGNING AND STRIPING MAIN ST. SIGNING AND STRIPING CR-2 CR-3 CR-5 CR-6 EL-1 EL-2 EL-3 EL-4 ES-1 ES-2 ES-3 ELECTRICAL SYMBOLS, LEGEND AND SCHEDULE ELECTRICAL DETAILS ELECTRICAL DETAILS LIGHTING PLAN TRAFFIC SIGNAL PLAN TRAFFIC SIGNAL PLAN TRAFFIC SIGNAL PLAN DETAILSD-1 COVER MAIN ST. AND HIGHLAND NORTH APPROACH DETAILSCR-4 ES-4 ES-5 ES-6 ES-7 TRAFFIC SIGNAL PLAN TRAFFIC SIGNAL PLAN TRAFFIC SIGNAL PLAN TRAFFIC SIGNAL PLAN DILLON DEER LODGE POLSON ANACONDAHAMILTON MILES CITY GLENDIVE GLASGOW HAVRE BILLINGS HELENA BUTTE GREAT FALLS BOZEMAN LIVINGSTON LEWISTOWN KALISPELL MISSOULA LIBBY CONRAD PROJECT LOCATION PREPARED BY: KEY LOCATION SET NO. MMI PROJECT NO. 2605.027 RECORD DRAWINGS FOR EAST MAIN STREET AND HIGHLAND BOULEVARD IMPROVEMENTS SECTION 8, T02 S, R06 E, PRINCIPAL MERIDIAN MONTANA, CITY OF BOZEMAN, GALLATIN COUNTY, MONTANA. BOZEMAN,MT AUGUST, 2018 LOCATION MAP NOT TO SCALE VICINITY MAP NOT TO SCALE EAST MAIN STREET (N-50 - RP 90.194 TO 90.291) HIGHLAND BOULEVARD (U-1215 - RP 2.436 TO 2.619) MATT EKSTROM SEPTEMBER 28, 2017 JACK SCHUNKE KEVIN JACOBSEN 2605.027-088-000318 10/10/2019 RECORD DRAWING OCTOBER, 2019 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 SS 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 4655 4654 PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR 4655 4654.50PERFPERFPROPOSED 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! THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BY INFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THIS INFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED ASA RESULT OF INFORMATION PROVIDED BY OTHERS.2019engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\2605\027\ACAD\SHEETS\RECORD DRAWINGS\2605027_G-1.DWG PLOTTED BY:COOPER KRAUSE ON Oct/03/2019 REVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net EAST MAIN STREET AND HIGHLAND BOULEVARD IMPROVEMENTS 2605.027 BOZEMAN MT GENERAL NOTES, LEGEND AND ABBREVIATIONS G-1 KDJ KDJ MEE 10/2017 # # #### MATT EKSTROM 10853 10/2019 #### #### #### 11x17 HORIZONTAL SCALE: 1" = 200' EXISTING CONTOUR INTERVAL = 2.00' PROPOSED CONTOUR INTERVAL = 1.00' AC ASPHALTIC CONCRETE, ALUMINUM CAP ADA AMERICANS WITH DISABILITIES ACT ADDL ADDITIONAL ADJ ADJACENT, ADJUST AFF ABOVE FINISHED FLOOR ALT ALTERNATE ARCP ARCHED REINFORCED CONCRETE PIPE AVG AVERAGE BC BUILDING CORNER BFF BELOW FINISHED FLOOR BH BOREHOLE BLDG BUILDING BM BENCHMARK BRG BEARING BW BOTTOM OF WALL CHK CHECK CI CAST IRON CIRC CIRCULAR CL CENTERLINE CMP CORRUGATED METAL PIPE CMU CONCRETE MASONRY UNITS CO CLEANOUT COB CITY OF BOZEMAN CONC CONCRETE COORD COORDINATE CP CONTROL POINT CTR CENTER CU CUBIC CU FT, CF CUBIC FEET CULV CULVERT CU YD, CY 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 EX EXISTING EXT EXTERIOR FDN FOUNDATION FETS FLARED END TERMINAL SECTION 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 HC HANDICAP HDPE HIGH DENSITY POLYETHYLENE HORIZ HORIZONTAL HP HIGH POINT HT HEIGHT 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 MAX MAXIMUM MFD MANUFACTURED MFR MANUFACTURER MH MANHOLE MIN MINIMUM MISC MISCELLANEOUS MPWSS MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS 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 RACET ROAD APPROACH CULVERT END TERMINAL R, RAD RADIUS RCP REINFORCED CONCRETE PIPE RD ROAD, ROOF DRAIN REF REFERENCE RT RIGHT R/W, ROW RIGHT-OF-WAY S SOUTH SAN SANITARY SCH SCHEDULE SD STORM DRAIN SE SOUTHEAST SEC SECTION SPEC SPECIFICATION SQ FT, SF SQUARE FOOT 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 W WEST W/WITH W/O WITHOUT WV WATER VALVE XFMR TRANSFORMER ABBREVIATIONS ADDRESSPURVEYORSECTION PHONE NO. 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 (406) 582-4644 (406) 585-1909 (406) 570-0935 DUSTIN WORKMAN JARED PHILLIPS ENGINEER OF CONTENT (406) 587-0721 CONTACT PERSON MARK CHAMLEY JOHN ALSTON PROJECT CONTACT LIST CENTURYLINK NORTHWESTERN ENERGY 20 EAST OLIVE STREET BOZEMAN, MT 59715 CHARTER SPECTRUM 511 WEST MENDENHALL STREET BOZEMAN, MT 59715 121 EAST GRIFFIN BOZEMAN, MT 59715 2707 WEST MAIN STREET BOZEMAN, MT 59718 MATT EKSTROM 2880 TECHNOLOGY BLVD W BOZEMAN, MT 59718 MORRISON- MAIERLE, INC BROADBAND CABLE WATER & SANITARY SEWER TELEPHONE ELECTRIC ADDRESSPURVEYORSECTION PHONE NO. CITY OF BOZEMAN Know what'sbelow. before you dig.Call R (406) 582-3200 CITY ENGINEERING CITY OF BOZEMAN SHAWN KOHTZ20 EAST OLIVE STREET BOZEMAN, MT 59715 (406) 582-2280 (406) 582-4639HEATHER BENN NORTHWESTERN ENERGY 121 EAST GRIFFIN BOZEMAN, MT 59715GAS (406) 600-6036BRUCE GRUPEMONTANA OPTICOM 144 QUAIL RUN ROAD BOZEMAN, MT 59718COMMUNICATION 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 NOTES 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, 6TH EDITION DATED APRIL 2010; THE CITY OF BOZEMAN MODIFICATIONS TO MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, SIXTH EDITION DATED MARCH 2011, INCLUDING ADDENDUM NO. 1 DATED AUGUST 2013; THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, 2009 EDITION DATED DECEMBER 2009, INCLUDING REVISIONS 1 AND 2 DATED MAY 2012; THE STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION FOR THE MONTANA DEPARTMENT OF TRANSPORTATION, 2014 EDITION; AND THE PROJECT SPECIFICATIONS. 2.CONTRACTOR IS RESPONSIBLE FOR OBTAINING STREET CUT PERMITS, IF NECESSARY, PRIOR TO CONSTRUCTION. 3.ALL CONSTRUCTION RELATED TRAFFIC SHALL BE ROUTED TO AND FROM THE SITE VIA COLLECTOR AND/OR ARTERIAL ROADWAYS SO AS TO KEEP CONSTRUCTION TRAFFIC OFF LOCAL ROADWAYS. 4.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. 5.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, OR OFF-SITE. 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. 6.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. 7.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. 8.A PRE-CONSTRUCTION MEETING SHALL BE HELD WITH CITY OF BOZEMAN, CONTRACTOR, MONTANA DEPARTMENT OF TRANSPORTATION, NORTHWESTERN ENERGY (AS NECESSARY), & MORRISON-MAIERLE, INC., PRIOR TO THE START OF CONSTRUCTION. 9.THE CONTRACTOR SHALL PERFORM ALL CONSTRUCTION ACTIVITIES IN A MANNER TO MINIMIZE INCONVENIENCE TO THE ADJACENT BUSINESSES AND/OR RESIDENCES. 10.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. 11.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. 12.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. 13.CONSTRUCTION WORK ZONE TRAFFIC SIGNS AND STRIPING SHALL BE FURNISHED, INSTALLED, AND MAINTAINED IN ACCORDANCE WITH APPLICABLE 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 BE INSTALLED ALONG ADJACENT DRIVEWAYS OR ROADS. 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. 14.NO STOPPING, PARKING, OR STORING OF CONSTRUCTION MATERIALS IN THE PUBLIC STREETS OR ANY DRIVEWAY IS ALLOWED UNLESS PREVIOUSLY APPROVED THROUGH THE CITY OF BOZEMAN. 15.THE CONTRACTOR SHALL RESTORE ALL ROADWAY, DRIVEWAY, SIDEWALK, ETC. SURFACES TO EQUAL OR BETTER CONDITION THAN EXISTED PRIOR TO CONSTRUCTION WORK AS DETERMINED BY AGENCY, OWNER, AND/OR ENGINEER. 16.ASPHALT, CONCRETE CURB, AND SIDEWALK SHALL BE SAW CUT OR NEAT CUT AS APPROVED BY THE ENGINEER. 17.NO FORMED CONCRETE SHALL BE PLACED WITHOUT A FINAL FORM INSPECTION BY THE OWNER AND/OR HIS AUTHORIZED REPRESENTATIVE. 18.THE CONTRACTOR SHALL UTILIZE COMPACTION EQUIPMENT SUITABLE FOR THE SOIL TYPES AND SURFACE MATERIALS ENCOUNTERED ON THE PROJECT. 19.CONTRACTOR IS RESPONSIBLE FOR VERIFYING THAT, IF REQUIRED, THERE IS A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AND NOTICE OF INTENT (NOI) APPROVED BY THE MONTANA DEPARTMENT OF ENVIRONMENTAL QUALITY (MDEQ) OR LOCAL GOVERNING AGENCY AS APPROPRIATE. IF THERE IS NOT AN APPROVED SWPPP AND NOI, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE NECESSARY APPROVALS FROM MDEQ AND / OR THE LOCAL GOVERNING AGENCY. 20.ALL HYDRANTS, CURB BOXES, IRRIGATION BOXES, MAILBOXES, ETC. ADJACENT TO CONSTRUCTION SHALL BE ADJUSTED TO FINISHED GRADE FOLLOWING COMPLETION OF FINAL GRADING. 21.CONTRACTOR TO WORK WITHIN AVAILABLE RIGHT OF WAY AND EASEMENTS. CONTRACTOR TO OBTAIN PERMISSION TO USE PRIVATE PROPERTY FOR STAGING, ETC. 22.SUBGRADE, SUB-BASE, BASE, AND SURFACE COURSE COMPACTION SHALL CONFORM TO ALL APPLICABLE SPECIFICATIONS NOTED IN THE MPWSS; CITY OF BOZEMAN STANDARD MODIFICATIONS TO THE MPWSS; CITY OF BOZEMAN DESIGN STANDARDS AND SPECIFICATIONS POLICY. 23.CONCRETE SHALL BE CLASS M-4000 UNLESS OTHERWISE SPECIFIED. 24.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. 25.SIDE SLOPES FROM DRIVE, SIDEWALK AND PATHWAYS SHALL BE 4:1 MAX UNLESS OTHERWISE SPECIFIED. 26.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. 27.LOCATION OF SITE UTILITIES SHALL BE VERIFIED BY GENERAL CONTRACTOR AND THE UTILITY COMPANY PROVIDING SERVICE. ANY PROPOSED ADJUSTMENTS TO DRY UTILITY LOCATION SHALL BE COORDINATED WITH UTILITY COMPANIES. 28.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. 29.THE CONTRACTOR SHALL NOTIFY THE MONTANA ONE CALL CENTER / UDIG @ 811 OR (800) 551-8344 FOR ON-SITE UTILITY LOCATION. ALL EXISTING UTILITIES SHALL BE MARKED BEFORE DIGGING. 30.DIMENSIONS SHOWN ARE TO CENTERLINE OF PIPE OR FITTING. 31.THE PIPE GRADES SHOWN ARE CALCULATED FROM ACTUAL DISTANCES, EDGE OF MANHOLE TO EDGE OF MANHOLE FOR BOTH SANITARY SEWER AND STORM DRAIN AS APPLICABLE. THE DISPLAYED PIPE LINEAL FEET REFLECTS THE DISTANCE FROM CENTER OF MANHOLE TO CENTER OF MANHOLE ON ALL GRAVITY PIPING. 32.LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION POINTS. 33.THE CONTRACTOR SHALL ADJUST ALL NEW AND EXISTING VALVE BOXES, CURB BOXES, AND MANHOLES TO FINAL GRADE UPON COMPLETION OF ALL CONSTRUCTION. ANY BOXES OR 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. 34.ALL BACKFILL FOR UTILITY TRENCHES SHALL BE TYPE "A", UTILIZING TYPE 1 BEDDING UNLESS DIRECTED OTHERWISE BY ENGINEER. SPECIFIED BEDDING SHALL BE FROM 4" BENEATH THE PIPE TO 6" ABOVE THE TOP OF PIPE (SEE MPWSS STD 02221-1). THE COST OF THIS ADDITIONAL BEDDING SHALL BE INCLUDED IN THE UNIT PRICE FOR THE UTILITY. 35.ALL VALVES SHALL BE INSTALLED WITH THRUST BLOCKING, AND VALVE BOXES IN ACCORDANCE WITH WITH MPWSS AND CITY OF BOZEMAN STANDARD MODIFICATIONS. ANY EXISTING OR NEW VALVES WHICH CONTROL THE CITY OF BOZEMAN'S WATER SUPPLY SHALL BE OPERATED BY CITY OF BOZEMAN PERSONNEL ONLY. 36.ALL FIRE HYDRANTS SHALL BE INSTALLED IN ACCORDANCE WITH CITY OF BOZEMAN STD DWG. NO.02260-4. 37.CONTRACTOR TO COORDINATE THE SIGNAL TIMING (DESIGN AND IMPLEMENTATION) WITH MDT STAFF. 38.THE CONTRACTOR SHALL NOTIFY THE CITY WATER AND SEWER DEPARTMENT A MINIMUM OF 24-HOURS PRIOR TO BEGINNING ANY WORK ON STORM SEWER, WATER, OR SANITARY SEWER SYSTEMS. RECORD DRAWING / / / /// BP BP BP BP BP SD SD BP BP BP BP BP BP BP BP BP BP BP BP BP BP / / / / / / / / / / / / // / / / / / / / / / / / / / / / / // / // / // / // / / / / // / // / // / // / / / / / / / / / / / / / // / //// / / / / / BT BT BT BT BT BT BT BT B T NG NG NG NG NG NG NG NG NG NG NG OH P OH P OH P OH P OH P OH P OHP OHP OHP OHP BF BF BF BF BF BF BF BF BF SS S S S S S S S S S S S S S S SS SS W W W W W W BP S D BP /// /// /// /// /// /// /// /// /// /// BP BP BP BP BP BP BP / / / / / / / / / W W W W W W W W W BT BT BT BT BT BT B T BT BT BT BT BT W N G N G N G N G N G N G N G O H P O H P O H P OHP OHP SD SD /// /// /// / / / /// /// / / //// // / // / SS SS SS SS SS /// /// /// /// /// /// /// / / / S D S D S D S D S D S D S S S S S S SD SD SD SD SD / / / / / / / / / / / / / / / / / / / / / // / /// / / / / / / /// / / / / / / W SS SS SS SS W W W W W W W W W/// /// /// /// /// /// /// /// /// /// /// /// /// / / / / / / // / /// /// /// /// B T B T / / / N G BP SD W W W W W W W W W W W GV P P WV DYH WV WV WV WV WV WV WV WV SS /// / / / 2 4 3 1 5 VERIFY SCALE! THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 2019COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\2605\027\ACAD\SHEETS\RECORD DRAWINGS\2605027_G-2.DWG PLOTTED BY:COOPER KRAUSE ON Oct/10/2019 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 EAST MAIN STREET AND HIGHLAND BOULEVARD IMPROVEMENTS 2605.027 BOZEMAN MT SURVEY CONTROL SHEET G-2 KDJ KDJ MEE 10/2017 # # #### #### #### #### Know what'sbelow. before you dig.Call R NOTES: 1.REFERENCE ALL SURVEY MONUMENTS, SECTIONS 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. 2.AERIAL OVERLAY FROM CITY OF BOZEMAN AERIAL, DATED 2015. AERIAL WAS BEST-FIT TO THE TOPOGRAPHIC SURVEY. horizontal datum: montana state plan coordinate system, zone 2500, nad83 VERTICAL DATUM:NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) (CITY OF BOZEMAN VERTICAL DATUM = NAVD88 - 19.4 FT) SURVEY CONTROL DATA POINT DESC.grid NORTHING grid EASTING ELEVATION (GPS) 1580541.604 5/8-INCH REBAR WITH YELLOW PLASTIC CAP524667.1991 4802.357 NOTE: POINTS NOT SHOWN ON ABOVE MAP ARE BEYOND THE EXTENTS (POINTS ARE TO THE NORTH) 1580451.751 5/8-INCH REBAR WITH ALUMINUM CAP524531.8542 4804.014 1580766.911 5/8-INCH REBAR WITH ALUMINUM CAP524429.6643 4799.808 1580775.618 5/8-INCH REBAR WITH ALUMINUM CAP524206.7564 4801.352 EAS T M A I N S T R E E T HI G H L A N D B O U L E V A R D EAST CURTISS STREET HA G G E R T Y L A N E SCALE IN 060 60 12030 FEET 1580431.493 5/8-INCH REBAR WITH ALUMINUM CAP524025.1665 4807.422 MONUMENT DESCRIPTION RECORD DRAWING NEW FIRE HYDRANT ARROW BOLT ELEV= 4805.11 /// ////// / / / B P B P B P B P B P B P B P B P B P B P B P B P B P B P B P B P B P / / / /// /// /// /// / / / // / / / / / / / // / / / / // / / / / / / / / / / / / / / / / /// / / / / / / / / / / / / / / / /// / / / / / / /// /// / / / / / / / / / / / / /// / / / B P / / / /// /// /// /// B T B T B T B T B T B T B T B T B T B T B T N G N G N G N G N G N G N G N G N G N G N G OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OH P OHP OH P OH P OH P BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF B F OH P SS SS SS SS BP BP BP B P B P / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / / B P B P B P B P B P B P B P B P B P B P B P B P B P /// /// /// /// /// /// W W W W W W W W W W B T B T B T B T B T B T B T B T B T B T B T W W W NG NG NG NG NG NG NG NG NG NG NG NG O H P O H P O H P O H P O H P O H P O H P O H P SD S D SD SD SD SD SD /////////////// /// /// /// /////////////// /// /// / / / / / / /// / / / / / / / / / /// S S S S S S S S SS SS SS SS SS SS SS S D S D /// ///////////////////////////////// // / /// /// /// S D S D S D S D S D S D S D S D S D S D S D S D S S S S S S S S S S S S S S SD SD SD SD SD SD SD SD S D S D S D / / / / / / / / / / / / // / / / / /// // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /// / / / /// / / / / / / // / // / /// /// W W SS SS SS SS SS SS SS SS SS W W W W W W W W W W W W W W W W W W W W /// // / /// //////////////////////////////////// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// / / / / / / /// /// /// /// /// /// B T B T B T B T B T / / / // / N G N G BP BP SD SD SD W W W W W W W W W W W W W W W W W W W W W W W W W W G V W V D Y H W V WV W V W V W V W V W V W V S S S S S S S S /// /// BP BP BP BP BP BP BP BP BP BP B P SD SD SD SD SD BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP /// // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / // / /// B P ///////////////////// /// ////// /// / / / / / / / / / /// BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT B T NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG OH P OH P OH P OH P OH P OH P BF SS SS S S S S S S S S S S S S S S S S S S S S S S S S S S S S SS SS SS SS W W W W W W W W W W W W S S BP BP BP S D S D S D BP BP // / /////////////////////////////////////////////////////////////// BP BP BP BP BP BP BP BP BP BP BP BP BP / / / / / / / / / / / / / / / / / / W W W W W W W W W W W W W W W W W BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT W W W N G N G N G N G N G N G N G N G N G N G N G N G N G O H P O H P O H P OHP OHP OHP OHP OHP SD SD SD SD SD SD / / / / / / // / // / ////// / / / / / / / / / SS SS SS /// /// /// /// // / / / / / / / / / / / / / ////// /// /// /// / / / // / N G N G BP BP SD SD SD W W W W W W W W W W W GV WV WV WV WV SS SS 4 7 5 3 + 0 0 4 7 5 4 + 0 0 4 7 5 5 + 0 0 4 7 5 6 + 0 0 4 7 5 7 + 0 0 4 7 5 8 + 0 0 4 7 5 9 + 0 0 4 7 6 0 + 0 0 4 7 6 1 + 0 0 86+00 87+00 LEGEND PROPOSED ASPHALT TO BE REMOVED PROPOSED CONCRETE TO BE REMOVED VERIFY SCALE! THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BY INFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THIS INFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED ASA RESULT OF INFORMATION PROVIDED BY OTHERS.2019engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\2605\027\ACAD\SHEETS\RECORD DRAWINGS\2605027_CD-1.DWG PLOTTED BY:COOPER KRAUSE ON Oct/03/2019 REVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net EAST MAIN STREET AND HIGHLAND BOULEVARD IMPROVEMENTS 2605.027 BOZEMAN MT CIVIL AND ELECTRICAL DEMOLITION PLAN CD-1 KDJ KDJ MEE 10/2017 # # #### MATT EKSTROM 10853 10/2019 #### #### #### SCALE IN 030 30 6015 FEET 11x17 HORIZONTAL SCALE: 1" = 60' EXISTING CONTOUR INTERVAL = 2.00' PROPOSED CONTOUR INTERVAL = 1.00' SAW-CUT LINE (TYP.) DO NOT DISTURB EXISTING TREES HIGHLAND BLVD MA I N S T MAIN ST HI G H L A N D B L V D H A G G E R T Y L A N E REMOVE EXISTING PIN-DOWN CURB AND MEDIAN CONCRETE EXISTING MARKING TO BE OBLITERATED EXISTING MARKING TO BE REMAIN POWER POLE TO BE RELOCATED. COORDINATE WITH UTILITY COMPANY. POWER POLE TO BE RELOCATED. COORDINATE WITH UTILITY COMPANY. CURB TO BE REMOVED (TYP.) REMOVE PAVEMENT MARKING ON HIGHLAND BLVD AS PART OF ASPHALT REMOVAL. REMOVE STORM INFRASTRUCTURE SEE SHET CS-1. COMMUNICATIONS PEDESTAL TO BE RELOCATED. COORDINATE WITH UTILITY COMPANY. COMMUNICATIONS PEDESTAL TO BE RELOCATED. COORDINATE WITH UTILITY COMPANY. REMOVE EXISTING LIGHT POLE ASSEMBLY AND SALVAGE TO OWNER.. REMOVE EXISTING SIGNAL STANDARD AND TRAFFIC CONTROLLER AND SALVAGE TO OWNER REMOVE EXISTING SIGNAL STANDARDS AND SALVAGE TO OWNER EXISTING PAVEMENT MARKINGS TO BE REMOVED (TYP.) EXISTING PAVEMENT MARKINGS TO BE REMOVED (TYP.) RECORD DRAWING U T I L U T I L U T I L U T I L P P B HY D P P B UTIL UTIL UTIL UTIL /// /// /// / / / B P B P B P B P B P B P B P B P B P B P B P B P /// // / / / / / / / / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /// / / / / / / / / / / / / / / / / / / / / / / / / / / / B P /// /// B T B T B T B T B T B T B T B T B T N G N G N G N G N G N G N G N G N G OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OH P OH P BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF B F OH P SS SS B P B P / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / B P B P B P B P B P B P B P B P B P B P /// /// /// /// /// /// W W W W W W W B T B T B T B T B T B T B T B T B T B T W W W NG NG NG NG NG NG NG NG NG NG O H P O H P O H P O H P O H P O H P O H P O H P SD S D SD SD SD SD SD /////////////// /// /// /// /////////////// /// /// / / / / / / / / / / / / / / / / / / /// S S S S S S S S SS SS SS SS SS SS SS S D S D /// ///////////////////////////////// // / /// /// /// S D S D S D S D S D S D S D S D S D S D S D S D S S S S S S S S S S S S S S SD SD SD SD SD SD SD SD S D S D S D / / / // / / / / / / / / / / / / / // / / / / / / / / / / / / / / / / / / / /// / / / / / / / / / / / / / / / / / / / / / / / / /// // / / / / / / / / / / /// /// W W SS SS SS SS SS SS SS SS SS W W W W W W W W W W W W W W W W W W W W /// /// /// //////////////////////////////////// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// / / / / / / /// /// /// /// /// /// B T B T B T B T B T /// / / / N G N G BP BP SD SD SD W W W W W W W W W W W W W W W W W W W W W W W W W W G V W V D Y H W V WV W V W V W V W V W V S S S S S S S S S D 7 9 + 0 0 8 0 + 0 0 8 1 + 0 0 8 2 + 0 0 8 3 + 0 0 8 4 + 0 0 8 5 + 0 0 8 6 + 0 0 8 7 + 0 0 4 7 5 3 + 0 0 4 7 5 4 + 0 0 4 7 5 5 + 0 0 SS S V C U T I L U T I L U T I L U T I L U T I L U T I L U T I L U T I L UTIL UTIL H Y D UTIL UTIL UTIL UTIL UTIL UTIL B P B P B P B P B P B P B P B P B P B P B P B P B P B P B T B T B T B T B T B T B T B T B T B T B T N G N G N G N G N G N G N G N G N G N G N G SS B P B P B P B P B P W NG O H P O H P O H P O H P O H P O H P O H P SD SD SD SD SD SD S D S D S D S D S D S D SD SS SS SS SS SD SD SD SD SD W W W W W W W W W W W W W W W W W W W W W W W V W V W V S S S S S S S S S S S S S D S D S D 8 6 + 0 0 4 7 5 4 + 0 0 SS S V C SS S V C SS S V C U T I L U T I L U T I L U T I L UTIL UTIL UTIL U T I L UT I L U T I L U T I L U T I L U T I L U T I L U T I L U T I L U T I L HYD BP BP BP BP B P B P B P B P B P B P B P B P B P B P B T B T B T B T B T B T B T B T B T N G N G N G N G N G N G N G N G N G OHP OHP OHP OH P OHP SS SS SS SS SS SS SS SS B P B P B P B P B P B P O H P O H P O H P O H P O H P O H P SS SS W W W W W G V VERIFY SCALE! THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BY INFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THIS INFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED ASA RESULT OF INFORMATION PROVIDED BY OTHERS.2019engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\2605\027\ACAD\SHEETS\RECORD DRAWINGS\2605027_CS-1.DWG PLOTTED BY:COOPER KRAUSE ON Oct/10/2019 REVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net EAST MAIN STREET AND HIGHLAND BOULEVARD IMPROVEMENTS 2605.027 BOZEMAN MT HIGHLAND BLVD. UTILITY PLAN CS-1 KDJ KDJ MEE 10/2017 # # #### MATT EKSTROM 10853 10/2019 #### #### #### SCALE IN 030 30 6015 FEET 11x17 HORIZONTAL SCALE: 1" = 60' SCALE: 1" = 15" SEWER SERVICE EXTENSIONS HIGHLAND BLVD E. M A I N S T EXISTING STORM DRAIN (TYP.)STA 83+75.83, 35.7' LT EXISTING STORM DRAIN MANHOLE REMOVE SOLID CASTING REMOVE 3" OF GRADE RINGS (6" EXIST.) RE-INSTALL SOLID CASTING EXISTING RIM = ±4803.87 PROPOSED RIM = ±4803.61 REMOVE AND DISPOSE EXISTING STORM DRAIN MANHOLE STRUCTURE. REMOVE 10.5LF 12" RCP STA 4754+32.00, 54.69' LT 36" Ø STANDARD STORM DRAIN INLET COB DWG. NO. 02720-1 TBC= 4804.37 INV OUT (E) = 4801.01 SUMP=4800.26 STA 83+82.34, 24.9' RT EXISTING STORM DRAIN CURB INLET REMOVE INLET CASTING INSTALL 2" GRADE RING RE-INSTALL CASTING TBC= 4803.48 PROPOSED SEWER SERVICE EXTENSION NOTES: 1. EXTEND SERVICES 8' BEYOND THE PUBLIC ACCESS EASEMENT PER C.O.B. STD. DWG. 02730-3. 2. CONTRACTOR TO VERIFY EXACT LOCATION AND DEPTH OF SEWER SERVICES TO BE EXTENDED. 3. SEWER MAIN INV = ±4791.7 - 4791.9 AT SERVICES TO BE EXTENDED (APPROX STA'S 85+57 & 85+82) EXISTING SEWER SERVICE (TYP.) PUBLIC ACCESS EASEMENT (TYP.) E. M A I N S T PROPERTY LINE (TYP.) EXISTING SEWER MAIN EXISTING FIRE HYDRANT TO BE REMOVED AND REPLACED APPROX. 11.6' NORTHWEST ON EXISTING LINE. STA 85+92.0, 38.0' LT NEW FIRE HYDRANT PER C.O.B. STANDARDS BURY ELEV= 4803.10 EXISTING WATER MAIN (TYP.) SCALE: 1" = 5" FIRE HYDRANT RELOCATION PROPOSED BLACKMORE BEND SIDEWALK R.O.W. TBC NEW EDGE OF CONCRETE . . NEW STREET LIGHT (TYP.) SEE ELECTRICAL SHEETS STA 83+77.66, 13.4' LT EXISTING STORM DRAIN CURB INLET REMOVE INLET CASTING FOR REUSE ON MAIN STREET AT STA 4754+59.35 43.77 LT INSTALL 10" GRADE RINGS (MAX 12") AND C.O.B. SOLID STORM COVER RIM = ±4803.81 STA 85+16.25, 18.4' LT 60" Ø COMBINATION STORM DRAIN MANHOLE COB STD DWG NO. 02720-1B WITH SOLID COVER CUT-IN ON EXISTING 24" RCP RIM = 4802.88 12" IN IN (W) = 4798.68 24" INV IN (S) = 4797.95 24" INV OUT (N) = 4797.93 13.5 LF 12" RCP @ 0.75% STA 85+14.79, 32.0' LT STD. SQUARE INLET COB DWG. NO. 02720-1A TBC = 4802.95 12" INV OUT = 4798.76 HIG H L A N D BLV D . STA 4754+60.00 47.77 RT EXISTING STORM DRAIN INLET REMOVE MANHOLE AND INLET CASTING INSTALL 48" Ø STANDARD STORM DRAIN MANHOLE COB STD DWG NO. 02720-1B WITH SOLID COVER RIM= 4803.85 12" INV (W)= 4800.82 12" INV (N, EXIST.)= ±4800.82 SUMP= 4800.07 29.0 LF 12" RCP @ 0.75% STA 86+00.23 16.51LT EXISTING STORM MANHOLE REMOVE SOLID CASTING GROUT/ SEAL EXISTING 12" RCP PENETRATION (EAST) REMOVE 3" OF GRADE RINGS REINSTALL SOLID CASTING EXISTING RIM = ±4803.74 PROPOSED RIM = ±4803.48 STA 4754+59.35 43.77 LT EXISTING STORM DRAIN INLET REMOVE INLET CASTING INSTALL INLET THAT WAS REMOVED FROM STA 83+77.66, 13.4' LT ON HIGHLAND EXISTING / PROPOSED RIM = 4803.91 RECORD DRAWING EXISTING SSMH REMOVED 4FT BARREL SECTION AND REPLACED WITH ONE 3FT BARREL SECTION RE-USED EXISTING CONE (A.B.) EXISTING LINE FOUND TO BE ABOUT 1.5' SOUTH 85+90.5 (A.B.) ARROW BOLT = 4805.11 (A.B.) INSULATION WAS INSTALLED ON THE EXISTING FIRE HYDRANT LEAD FROM THE HYDRANT TO THE MAIN. (A.B.)INSTALLED PER COB STD. DWG. 02730-3 (DEEP SANITARY SEWER SERVICE LINE) (A.B.) STU B I N V = 480 0 . 8 1 ( A . B . ) 4798.40 (A.B.) 4801.11 (A.B.) 4800.45 (A.B.) 4800.45 (A.B.) /// /// /// / / / B P B P B P B P B P B P B P B P B P B P B P B P B P B P B P B P B P / / / / / / /// /// /// /// /// // / // / / / / / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / /// / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / B P / / / / / / /// /// /// /// /// B T B T B T B T B T B T B T B T B T B T B T B T N G N G N G N G N G N G N G N G N G N G N G N G OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OH P O H P OH P O H P BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF B F OH P SS SS SS SS SS BP BP BP B P B P / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / / B P B P B P B P B P B P B P B P B P B P B P B P /// /// /// /// /// /// W W W W W W W W W B T B T B T B T B T B T B T B T B T B T B T W W W NG NG NG NG NG NG NG NG NG NG NG NG O H P O H P O H P O H P O H P O H P O H P SD S D SD SD SD SD SD /////////////// /// /// /// /////////////// /// /// // / / / / / / / / / / / / / / / / / / / S S S S S S SS SS SS SS SS SS SS S D S D /// ///////////////////////////////// // / /// /// /// S D S D S D S D S D S D S D S D S D S D S D S D S S S S S S S S S S S S S S SD SD SD SD SD SD SD SD S D S D S D / / / // / / / / / / / // / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /// / / / / / / /// /// / / / / / / / / / /// /// W W SS SS SS SS SS SS SS SS SS W W W W W W W W W W W W W W W W W W W W // / // / /// //////////////////////////////////// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// / / / / / / /// /// /// /// /// /// B T B T B T B T B T // / / / / N G N G BP BP SD SD SD W W W W W W W W W W W W W W W W W W W W W W W W W W G V W V D Y H W V WV W V W V W V W V W V W V S S S S S S S S /// /// S D HYD 7 9 + 0 0 8 0 + 0 0 8 1 + 0 0 8 2 + 0 0 8 3 + 0 0 8 4 + 0 0 8 5 + 0 0 8 6 + 0 0 8 7 + 0 0 16.00' 26.00' 30.96' 36.00' BEGIN SAW CUT STA 80+70.89, 3.39' R STA 8 5 + 5 2 . 7 G B 3.2 3 TB C 3 6 . 6 7 ' L UP U P U P U P D N ST A 8 3 + 2 3 . 2 P C 4.1 7 TB C 2 4 . 3 6 ' L STA 8 4 + 3 2 . 5 P T 3.10 TBC 2 6 . 1 1 ' L STA 83+7 4 . 9 3.56 TBC 26.1 0 ' R STA 8 4 + 6 4 . 9 P T 3.7 0 TBC 2 5 . 8 8 ' R -1 . 5 5 % STA 8 4 + 4 8 . 8 G B 3.77 TBC 2 5 . 8 6 ' R 4795 4800 4805 4810 4815 4795 4800 4805 4810 4815 FG - EG - 79+00 FG - EG - 4 8 1 0 . 7 3 FG - EG - 4 8 1 0 . 1 1 79+50 FG - EG - 4 8 0 9 . 5 9 FG - EG - 4 8 0 9 . 0 9 80+00 FG - EG - 4 8 0 8 . 6 1 FG - EG - 4 8 0 8 . 1 8 80+50 FG - 4 8 0 7 . 7 5 EG - 4 8 0 7 . 7 5 FG - 4 8 0 7 . 3 4 EG - 4 8 0 7 . 3 1 81+00 FG - 4 8 0 6 . 9 3 EG - 4 8 0 6 . 9 0 FG - 4 8 0 6 . 5 3 EG - 4 8 0 6 . 4 8 81+50 FG - 4 8 0 6 . 1 6 EG - 4 8 0 6 . 0 8 FG - 4 8 0 5 . 8 2 EG - 4 8 0 5 . 6 9 82+00 FG - 4 8 0 5 . 5 2 EG - 4 8 0 5 . 3 2 FG - 4 8 0 5 . 2 4 EG - 4 8 0 4 . 9 3 82+50 FG - 4 8 0 4 . 9 9 EG - 4 8 0 4 . 5 3 FG - 4 8 0 4 . 7 7 EG - 4 8 0 4 . 1 0 83+00 FG - 4 8 0 4 . 5 8 EG - 4 8 0 3 . 6 8 FG - 4 8 0 4 . 4 0 EG - 4 8 0 3 . 4 1 83+50 FG - 4 8 0 4 . 2 3 EG - 4 8 0 3 . 2 9 FG - 4 8 0 4 . 0 5 EG - 4 8 0 3 . 4 6 84+00 FG - 4 8 0 3 . 8 8 EG - 4 8 0 3 . 6 9 FG - 4 8 0 3 . 7 0 EG - 4 8 0 3 . 9 7 84+50 FG - 4 8 0 3 . 5 3 EG - 4 8 0 4 . 1 6 FG - 4 8 0 3 . 4 0 EG - 4 8 0 4 . 3 0 85+00 FG - 4 8 0 3 . 3 1 EG - 4 8 0 4 . 1 6 FG - 4 8 0 3 . 2 9 EG - 4 8 0 3 . 8 1 85+50 FG - 4 8 0 3 . 3 4 EG - 4 8 0 3 . 5 8 FG - 4 8 0 3 . 4 7 EG - 4 8 0 3 . 3 7 86+00 FG - 4 8 0 3 . 6 6 EG - 4 8 0 3 . 7 2 FG - EG - 4 8 0 3 . 7 6 86+50 FG - EG - 4 8 0 3 . 7 9 FG - EG - 4 8 0 3 . 8 0 87+00 -1.65% +0.85% -0.70% -0.50% ST A = 8 0 + 7 0 . 8 9 EL E V = 4 8 0 7 . 8 2 ST A = 8 4 + 7 5 . 0 0 EL E V = 4 8 0 3 . 5 3 ST A = 8 6 + 3 3 . 5 5 EL E V = 4 8 0 3 . 7 3 PVI STA = 82+25.00 PVI ELEV = 4805.278 A.D. = 0.95% K = 210.53 LOW POINT STA = 83+25.00 LOW POINT ELEV = 4804.58 L = 200.00 VC BV C S = 8 1 + 2 5 . 0 0 BV C E = 4 8 0 6 . 9 3 EV C S = 8 3 + 2 5 . 0 0 EV C E = 4 8 0 4 . 5 8 PVI STA = 85+60.00 PVI ELEV = 4803.103 A.D. = 1.35% K = 88.85 LOW POINT STA = 85+44.42 LOW POINT ELEV = 4803.29 L = 120.00 VC BV C S = 8 5 + 0 0 . 0 0 BV C E = 4 8 0 3 . 4 0 EV C S = 8 6 + 2 0 . 0 0 EV C E = 4 8 0 3 . 6 1 LO W P O I N T ST A = 8 4 + 1 5 . 1 0 EL E V = 4 8 0 3 . 6 1 LEGEND EXISTING ASPHALT PROPOSED ASPHALT EXISTING CONCRETE PROPOSED CONCRETE CX.X SHEET NUMBER REFERENCE FOR ADDITIONAL DETAILS / / / / / / / / / / / / /// OHP OHP OHP BF BF BF BF OH P P P B -1.40% 07.63 07.56 07.71 07.64 -6 . 3 5 % 5.00' 7.93' -1 . 5 5 % S S S S S S S S / / / // / /// /////////////// S D S D S D S D S D S D S D / / / / / / / / / / / / /// / / / / / / /// /// /// W W W W W / / / // / // / /// /// /// /// //////////// W WV W V W V P P B 07.28 07.33 07.42 07.51 07.06 07.67 07.21 07.79 06.87 06.80 07.82 07.77 07.40 07.15 07.94 07.86 -6.7 5 % -6.64 % -6. 8 0 % -7 . 1 4 % -1. 5 4 % -1.00% 2.00' ±15.5' STA 81+08.6 PT 7.18TBC 15.31' L 10.00' 5.00' 6.50' 6.12' 24.69' 07.30 5.72' VERIFY SCALE! THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BY INFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THIS INFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED ASA RESULT OF INFORMATION PROVIDED BY OTHERS.2019engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\2605\027\ACAD\SHEETS\RECORD DRAWINGS\2605027_CR-1.DWG PLOTTED BY:COOPER KRAUSE ON Oct/03/2019 REVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net EAST MAIN STREET AND HIGHLAND BOULEVARD IMPROVEMENTS 2605.027 BOZEMAN MT HIGHLAND BLVD. ROAD PLAN CR-1 KDJ KDJ MEE 08/2018 # # #### MATT EKSTROM 10853 10/2019 #### #### #### HIGHLAND BLVD MA I N S T 1 NEW CONCRETE APPROACH PER C.O.B. STD DETAIL 02529-13. MATCH EXISTING DRIVEWAY AT BACK NEW APPROACH. SCALE: 1" = 10" CURTISS ST. PED RAMP-WEST SCALE: 1" = 10" E. C U R T I S S S T . TBC RADIUS= 31.26' HORIZ. SCALE IN FEET VERT. SCALE IN FEET 0 0 50 50 100 5 5 10 DETAIL 2, THIS SHEET MATCH EXISTING SIDEWALK DETAIL 1, THIS SHEET 1 1 2 EXISTING APPROACH TO REMAIN CURTISS ST. PED RAMP-EAST RRFB CROSSWALK RRFB 4' X 4' (MIN) CLEAR SPACE (TYP) 2 2 NEW CONCRETE APPROACH PER C.O.B. STD DETAIL 02529-5. MATCH EXISTING DRIVEWAY AT WEST SIDE OF NEW APPROACH. STA XX+XX PT TBC CC.CC' L X.XX ELEV (ADD 4800') OFFSET SIDE OFFSET DISTANCE TBC= TOP BACK CURB SW= SIDEWALK EA= EDGE OF ASPHALT PC= POINT OF CURVATURE PT= POINT OF TANGENCY GB= GRADE BRAKE RESET SSMH RIM PROPOSED RIM= 4806.96 EXIST RIM= ±4807.0 W/ NO GRADE RING RESET WATER VALVE BOX PUBLIC ACCESS EASEMENT PUBLIC ACCESS EASEMENT PUBLIC UTILITY EASEMENT PROPERTY LINE (TYP.) EXISTING CURB SEE SHEET CR-2 GRADING LIMITS (TYP.) SEE S H E E T C R - 3 1 1 SEE S H E E T C R - 4 NEW STREET LIGHT (TYP.) SEE ELECTRICAL SHEETS NEW STREET LIGHT AND PULL BOX (TYP.) SEE ELECTRICAL SHEETS REMOVE EXISTING SIGN FOUNDATION AND ELECTRICAL COMPONENTS RECORD DRAWING LEGEND EXISTING ASPHALT PROPOSED ASPHALT EXISTING CONCRETE PROPOSED CONCRETE CX.X SHEET NUMBER REFERENCE FOR ADDITIONAL DETAILS 8 2 + 0 0 8 2 + 5 0 8 3 + 0 0 8 3 + 5 0 8 4 + 0 0 8 4 + 5 0 8 5 + 0 0 17.00' 47.00' 30.96' 59.79' 10.00' TYP. 5.00' TYP. 2.63' 04.70 SW/ EA = 23.22' 05.32 EA = 05.65 EA = 03.21 TBC = 03.16 TBC = 5.00'STA 8 1 + 9 6 . 9 05.7 3 TBC 1 9 . 0 3 ' L ST A 8 2 + 9 6 . 3 04. 5 4 TBC 2 3 . 2 2 ' L STA 8 3 + 9 1 . 7 03.7 8 TBC 2 5 . 9 2 ' L 5.00' -1 . 5 0 % T Y P . 4.84'6.17' 3.65 EA = 3.37 EA = 11.99'25.02' STA 83+7 4 . 9 03.56 TBC 26.10 ' R ST A 8 4 + 7 7 . 9 03 . 1 3 TB C 2 9 . 1 4 ' L STA 8 4 + 1 0 . 1 L P 03.65 TBC 2 6 . 0 7 ' L STA 8 2 + 4 3 . 9 05.11 TBC 2 1 . 0 1 ' L 15.00' TRANSITION 11.35' 15.00' TRANSITION / / / // / / / / / / / / / / / / / / / / /// /// / / / / / / / / / / / / /// / / / / / / / / / / / / /// /// / / / / / / / / / / / / / / / /// / / / / / / / / / / / / /// /// / / / / / / OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S D S D S D ///////////////////////////////////////////////////////////////////// /// / / / // / /// /// /// /// /// /// /// /// /// /// S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S SD SD SD SD SD SD SD SD SD SD SD SD SD / / / / / / // / / / / / / / / / / / / / / / / /// / / / // / / / / / / / / / / / / / /// / / / / / / / / / / / / / / / / / / / / / / / / / / / /// / / / / / / / / / / / / / / / /// / / / / / / / / / / / / / / / /// / / / / / / W W W W W SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W /////////////////////////////////////////////////////////////////////////// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// S D S D / / / / / / / / / / / / / / / // / /// /// /// /// /// B T B T B T B T B T B T B T B T B T B T B T B T B T B T W W W W W W W W W W W W W W W W W W W W W W W W W W W W W SS SS SS SS W W W W W W W W W S S S S S S S S S S S S 03.74 EA = ST A 8 4 + 7 4 . 8 G B 03. 1 4 TBC 2 8 . 8 2 ' L STA 8 4 + 4 8 . 8 P T 03. 7 7 TBC 2 5 . 8 6 ' R 22.38' 03.77 SW = 03.61 SW = 03.78 TBC = 03.92 TBC =03.84 TBC = STA 8 3 + 2 3 . 2 P T 04.1 7 TBC 2 4 . 3 6 ' L 04.49 SW =03.93 SW = 03.99 SW = 04.07 SW = 03.62 TBC = 03.45 TBC = 03.93 SW = 03.60 SW = S T A 8 3 + 9 1 . 7 P T 0 3 . 7 8 T B C 2 5 . 9 2 ' L 04.34 TBC = 04.54 TBC = SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS //////////////////////////////////////////////// /// /// /// /// / / / // / // / // / /// /// /// /// /// /// S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S SD SD SD SD SD SD / / / / / / / / / / / / / / / / / / / / / /// / / / / / / / / / / / / / / / / / / /// / / / / / / /// / / / / / / /// / / / / / / / / / / / / // / / / / / / / / / / SS SS SS SS SS SS SS SS SS W W W W W W W W W W W W W W W W W W W W W W W W W W W W //////////////////////////////////////////////////////////// /// /// /// /// /// /// S D S D S D S D W W W W W W W W W W W W W W W W W W W VERIFY SCALE! THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BY INFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THIS INFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED ASA RESULT OF INFORMATION PROVIDED BY OTHERS.2019engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\2605\027\ACAD\SHEETS\RECORD DRAWINGS\2605027_CR-2-HIGHLAND DETAILS.DWG PLOTTED BY:COOPER KRAUSE ON Oct/03/2019 REVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net EAST MAIN STREET AND HIGHLAND BOULEVARD IMPROVEMENTS 2605.027 BOZEMAN MT HIGHLAND BLVD. GRADING DETAILS STA 81+90 TO 84+80 CR-2 KDJ KDJ MEE 10/2017 # MATT EKSTROM 10853 10/2019 HIGHLAND BLVD TBC= TOP BACK CURB SW= SIDEWALK EA= EDGE OF ASPHALT PC= POINT OF CURVATURE PT= POINT OF TANGENCY GB= GRADE BRAKE LP= LOW POINT SCALE IN 010 10 205 FEET MATCH E X I S T I N G C U R B SCALE: 1" = 5" HIGHLAND DRIVEWAY APPROACHES DETAIL 1, THIS SHEET STA XX+XX PT TBC CC.CC' L X.XX ELEV (ADD 4800') OFFSET SIDE OFFSET DISTANCE . . RESET SDMH RIM SEE SHEET CS-1 1 2 2 RESET SSMH RIM EXISTING RIM = ±4803.02 PROPOSED RIM = 4803.99 ADD 12" GRADE RINGS (CONTRACTOR TO CONFIRM NO EXISTING GRADE RINGS) IF EXISTING GRADE RINGS EXIST, MODIFY BARRELS/GRADE RINGS ACCORDINGLY TO MATCH PROPOSED GRADE 1 PROPERTY LINE (TYP.)SEE DETAIL 1, THIS SHEET 3 4 GRAVEL DRIVEWAY. MATCH EXISTING GRADE AT GRADING EXTENTS. ASPHALT DRIVEWAY. MATCH EXISTING GRADE AT GRADING EXTENTS. MATCH EXISTING ASPHALT THICKNESS. 3 3 4 4 NEW STREET LIGHT (TYP.) SEE ELECTRICAL SHEETS GRADING LIMITS (TYP.) DRIVEWAY VISION TRIANGLE CLEAR/TRIM VEGETATION ABOVE 30" TALL COORDINATE WITH PROPERTY OWNERS (TYP.) RECORD DRAWING W W W W UT I L UT I L UT I L UT I L UT I L UTIL UTIL UTIL UTIL UT I L UTI L UTIL UTIL UTIL UTIL UTIL UTIL UTIL UTIL UTIL UTIL UTIL UTIL UTIL 2 3 PPB H Y D PPB 4802.91' 4802.94' 4802.39' 4802.37' 4803.03' 4803.06' 4802.51' 4802.49' -8. 0 2 % -8 . 0 1 % - 8 . 0 5 % - 8 . 0 1 % -0.57% -0.53 % STA 85+96.6 PT 03.03TBC 36.20' R ST A 4 7 5 5 + 6 9 . 5 P T 02 . 7 6 TB C 4 7 . 6 0 ' R 03.22 SW = 03.00 SW = 03.00 TBC = 02.91 TBC = 02.88 TBC = 02.79 TBC = UTIL UTIL UTIL UTIL UTIL UTIL UTIL UTIL UTIL UT I L UT I L UT I L UT I L UT I L UTIL UTIL 2 2 PPB UT I L UT I L UT I L UT I L UT I L SD SD SD SD SD SD 03.86 TBC = -7.06 % -6.66 % 1. 5 0 % ±5.19 SW PC = 4804.00' 4804.08' 04.21 TBC = 04.51 SW PC= STA 8 5 + 8 6 . 1 03.6 9 TBC 4 0 . 3 9 ' L STA 4 7 5 4 + 0 0 . 0 P T 04.9 3 TBC 4 4 . 4 0 ' R STA 86+12.8 PT 04.32TBC 56.20' L 03.93 SW/ EA = 04.27 SW PC = 03.78 SW/ EA = STA 4754+25.5 G B 04.54 TBC 51.39' R BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP B P BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP /// // / /// // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / / // / / / / / / / B P B P B P B P B P BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BTNGNGNGNGNGNGNG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG OH P OH P OH P OH P OH P OH P OH P OH P OH P S S S S S S S S S S S S S S S S S S S S S S BP BP BP BP BP BP B P BP BP BP BP BP BP BP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP SD SD SD SD SD SD SD SD SD SD SD SD SD SD / / / / / / // / // / // / // / // / /// /// //////////// // / / / / // / / / / / / / / / / SD SD SS SS SS SS SS /// /// /// /// /// /// /// // / /// /// / / / // / // / / / / / / / / / / / / / / / / / / / ///////// / / / / / / / / / / / / /// /// /// /// /// /// N G N G N G BP BP SD SD SD SD SD SD W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W GV WV SS SS SS SS SS SS SS SS SS SS UTIL UTIL UT I L UT I L UT I L UT I L UT I L UT I L UT I L UT I L UT I L UTIL UTIL UTIL UTIL UTIL UTIL UTIL UTIL UTIL UTIL UTIL UT I L UT I L UTIL UTIL UTIL UTIL UTIL UTIL UT I L UT I L UTIL 2 2 2 3 PPB PPB H Y D PPB UT I L UT I L UT I L UT I L UT I L UT I L UT I L UT I L SD SD SD 86+00 4 7 5 4 + 0 0 4 7 5 5 + 0 0 4 7 5 6 + 0 0 6.00'16.50' 13.24' 40.45' 5.00' 6.01' 5.00' 16.05' 5.00' 6.01' 23.20' STA 85+ 5 3 . 1 P T03.26 TBC 26. 0 0 ' R STA 85+8 0 . 3 P T 03.59 TBC 39.4 6 ' L STA 85+52. 7 P T 03.23 TBC 36.67' L STA 85+94.6 03.43GB 12.00' L ST A 4 7 5 5 + 9 7 . 7 P T 02. 6 1 TB C 4 4 . 3 7 ' R 7.41' 59.97' 2.00' R24.00' LEGEND EXISTING ASPHALT PROPOSED ASPHALT EXISTING CONCRETE PROPOSED CONCRETE CX.X SHEET NUMBER REFERENCE FOR ADDITIONAL DETAILS VERIFY SCALE! THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BY INFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THIS INFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED ASA RESULT OF INFORMATION PROVIDED BY OTHERS.2019engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\2605\027\ACAD\SHEETS\RECORD DRAWINGS\2605027_CR-3-INTERSECTION DETAILS.DWG PLOTTED BY:COOPER KRAUSE ON Oct/03/2019 REVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net EAST MAIN STREET AND HIGHLAND BOULEVARD IMPROVEMENTS 2605.027 BOZEMAN MT MAIN ST. AND HIGHLAND BLVD. INTERSECTION GRADING DETAILS CR-3 KDJ KDJ MEE 08/2018 # # #### MATT EKSTROM 10853 10/2019 #### #### #### SCALE IN 010 10 205 FEET SCALE: 1" = 5" SW PEDESTRIAN RAMP SCALE: 1" = 5" SE PEDESTRIAN RAMP HI G H L A N D B L V D E. MAIN ST MATCH EXISTING 4' X 4' MIN CLEAR SPACE (TYP.) SAW-CUT LINE MATCH EXISTING GRADE TBC RADIUS = 50' TBC RADIUS = 50' TBC= TOP BACK CURB SW= SIDEWALK EA= EDGE OF ASPHALT PC= POINT OF CURVATURE PT= POINT OF TANGENCY GB= GRADE BRAKE RESET SSMH RIM EXISTING RIM = 4803.66 (W/6" OF GRADE RINGS) PROPOSED RIM = 4802.88 REMOVE 1.0' OF BARREL INSTALL 8" OF GRADE RINGS RESET SOLID CASTING EXISTING ASPHALT AND PAVEMENT MARKING TO BE REMOVED. SEE SHEET CD-1. GRADING LIMITS (TYP.) PUBLIC ACCESS EASEMENT (TYP.) PROPOSED LOCATION OF RELOCATED BOZEMAN HOSPITAL SIGN RECORD DRAWING LEGEND EXISTING ASPHALT PROPOSED ASPHALT EXISTING CONCRETE PROPOSED CONCRETE CX.X SHEET NUMBER REFERENCE FOR ADDITIONAL DETAILS BP BP B P /// //////////// // / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /// /// /// OH P OH P OH P OHP OH P OH P OH P OH P OH P BP BP BP BP BP BP BP //////////////////////////////////////////////////////////////////////////////////// BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP B P BP BP BP BP / / / / / / / / / / / / W W W W W W W W W W W W W W W W W W W BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT N G N G N G N G N G N G N G N G N G N G N G N G N G N G N G N G N G N G N G N G N G N G N G SD SD SD SD SD SD SD W W W W WVWV WV /// // / // / /// /// / / / / / / / / / / / / / / / / / / / / / / / / UT I L UT I L UT I L UT I L UT I L UT I L PPB UT I L UT I L UT I L UT I L UT I L UT I L 87+00 4 7 5 4 + 0 0 4 7 5 5 + 0 0 4.76 EA= 3.80 EA = 4.42 EA = 4.00 EA = 3.30 EA = 3.30 EA = 3.15 FL = 3.80 FL = - 1 . 5 7 % -2 . 5 9 % 3.79 EA = R32.00' R45.00' R15.00'R13.00' R90.00' R6.00' MATCH EXISTING SWTBC = 4.81 MATCH EXISTING SW TBC = 4.80 MATCH EXISTING SWTBC = 4.45 MATCH EXISTING SW TBC = 3.87 MATCH EXISTING SW TBC = 3.65 MATCH EXISTING SW TBC = 3.19 MATCH EXISTING SW = 4.82 MATCH EXISTING SW = 4.55 4.56 EA = 4" ASPHALT PAVEMENT 1 12" -MINUS CRUSHED GRAVEL LEVELING COURSE 1' SHOULDER GRAVEL 1' SHOULDER GRAVELWIDTH PER PLAN VARIES MATCH EXISTING SURFACE MATERIAL 4:1 MAX SLOPE GRADING LIMITS PER PLAN2%2% VERIFY SCALE! THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BY INFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THIS INFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED ASA RESULT OF INFORMATION PROVIDED BY OTHERS.2019engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\2605\027\ACAD\SHEETS\RECORD DRAWINGS\2605027_CR-4-NORTH_APPROACH-DETAILS.DWG PLOTTED BY:COOPER KRAUSE ON Oct/04/2019 REVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net EAST MAIN STREET AND HIGHLAND BOULEVARD IMPROVEMENTS 2605.027 BOZEMAN MT MAIN ST. AND HIGHLAND BLVD. NORTH APPROACH DETAILS CR-4 KDJ KDJ MEE 08/2018 # # #### MATT EKSTROM 10853 10/2019 #### #### #### SCALE IN 010 10 205 FEET E. MAIN ST TBC= TOP BACK CURB SW= SIDEWALK EA= EDGE OF ASPHALT PC= POINT OF CURVATURE PT= POINT OF TANGENCY GB= GRADE BRAKE DO NOT DISTURB EXISTING MAIL BOX. MINOR REGRADING REQUIRED IN EXISTING GRAVEL LOT TO ENSURE DRAINAGE AWAY FROM EXISTING STRUCTURES AND TO REMOVE EXISTING PUDDLES. REMOVE EXISTING VERTICAL CURB ±16.5 LF VERTICAL CURBD-1 REMOVE EXISTING ASPHALT. REPLACE WITH NEW SOD TO MATCH EXISTING EXTEND EXISTING IRRIGATION TO COVER NEW SOD NOTES: 1.GRADE EXISTING GRAVEL DRIVEWAY TO REMOVE CONTAMINATED SOILS AND EVEN OUT THE SURFACE. ADD 1 12" -MINUS CRUSHED GRAVEL AS NEEDED TO ACHIEVE FINAL GRADE ELEVATIONS AS SHOWN. 2.BASE COURSE SHALL BE COMPACTED TO TO 95% RELATIVE COMPACTION BASED UPON AASHTO T-99. 3.ASPHALT SHALL BE TYPE B-MODIFIED, COMPACTED TO 93% RICE DENSITY AS DETERMINED BY ASTM D2041. SAW-CUT LINE MATCH EXISTING GRADE TAPER TOP OF NEW CURB DOWN TO EXISTING SIDEWALK FROM P.C. PROPERTY LINE (TYP.)NTS ASPHALT SECTION 1 NEW CONCRETE APPROACH PER C.O.B. STD DETAIL 02529-13. 1 1 FINISH BOULEVARD WITH NEW GRASS SEED EXISTING PEDESTRIAN RAMP TO REMAIN GENERAL LANDSCAPE NOTE: LANDSCAPE REHAB AND IRRIGATION REPAIR IS RESPONSIBILITY OF CONTRACTOR. ALL WORK SHOULD BE COORDINATED WITH AND APPROVED BY OWNER AND ENGINEER. REPLACE EXISTING CONCRETE PAD TO ALIGN WITH EXISTING PEDESTRIAN RAMP. REPAIR SOD AS NECESSARY. INLET MODIFCATIONS SEE SHEET CS-1 TRIM TREES BEYOND VERTICAL LINE FROM SHOULDER OF DRIVEWAY DRIVEWAY VISION TRIANGLE RECORD DRAWING P P B H Y D PP B 7 9 + 0 0 8 0 + 0 0 8 1 + 0 0 8 2 + 0 0 8 3 + 0 0 8 4 + 0 0 8 5 + 0 0 8 6 + 0 0 8 7 + 0 0 R5.00' NEW 24" YELLOW PLASTIC AT 30° AND 25' SPACING (TYP.) STA 82+52.0- 8.6' RT 4" DOUBLE YELLOW PC STA 82+29.5- 6.4' LT 4" DOUBLE YELLOW PC STA 82+54.6- 0.8' LT 4" DOUBLE YELLOW PCC STA 83+01.2- 9.3' RT BEGIN 4" DOUBLE YELLOW STA 82+95.4- 9.2' LT BEGIN 8" WHITE STA 83+44.8- 11.0' LT END 8" WHITE STA 84+69.4- 12.0' LT 4" DOUBLE YELLOW PT STA 85+94.6- 12.0' LT END 4" DOUBLE YELLOW STA 81+04.5- 0.7' RT BEGIN 4" DOUBLE YELLOW STA 81+04.6- 1.1' LT BEGIN 4" DOUBLE YELLOW STA 84+33.5- 29.2' RT INSTALL NEW R3-8A (48" X 30") 2-12" X 2-12" SUPPORT WITH 3" X 3" ANCHOR STA 83+99.7- 43.6' LT R5-3 REMOVE AND RESET STA 81+13.6- 33.5' LT INSTALL NEW R1-1 (18" X 18"- NORTH SIDE) R5-3 (24" X 24"- SOUTH SIDE) 2" X 2" SUPPORT WITH 212" X 212" ANCHOR STA 81+03- 22.1' RT REMOVE AND RESET AT STA 81+90-24.0' RT W3-3 (30"X30") STA 84+69.4- 0.0' T BEGIN 8" SOLID WHITE STA 84+69.4- 12.0' RT BEGIN 8" SOLID WHITE STA 82+54.7- 27.2' RT R3-8L REMOVE AND SALVAGE TO THE CITY OF BOZEMAN STA 85+88- 12.4' LT REMOVE AND RESET TO STA 85+77- 42.1' LT R1-1B (18" X 24" - SOUTH SIDE) D11-1 (24" X 18" - NORTH SIDE) R5-3 (24" X 24"- NORTH SIDE) STA 85+95.2- 0.0' T END 8" SOLID WHITE STA 85+95.7- 12.0' RT END 8" SOLID WHITE . STA 83+51.0- 27.2' LT INSTALL NEW FLEXIBLE, SURFACE MOUNT DESIGN "A" DELINEATOR REMOVE EXISTING DELINEATOR STA 83+49 - 15.6' LT STA 80+93.7- 33.0' LT REMOVE AND SALVAGE TO THE CITY OF BOZEMAN (NO MOTOR VEHICLES) STA 80+94 - 39.5' LT (CENTER) REMOVE AND RESET TO STA 80+89 - 47.3' LT (CENTER) EXISTING CITY PARK SIGN STA 80+95.2- 28.4' RT INSTALL NEW RRFB SEE DETAIL 4, D-1 POTHOLE/ HYDRO EX. TO AVOID DAMAGE TO EXISTING FIBER LINE. INSTALL FOUNDATION TO SIDE OF FIBER. STA 81+12.2- 19.5' LT INSTALL NEW RRFB SEE SHEET D-1 NEW WHITE PLASTIC WORDS AND SYMBOLS (TYP.) STA 83+49.7- 0.9' RT MID POINT DOUBLE YELLOW RADIUS= 289' // / /// /// / / / / / / / / / / / / /// /// / / / / / / R2.93' STA 83+00.3- 3.5' RT BEGIN 4" DOUBLE YELLOW STA 83+72.1- 0.4' RT VERIFY SCALE! THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BY INFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THIS INFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED ASA RESULT OF INFORMATION PROVIDED BY OTHERS.2019engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\2605\027\ACAD\SHEETS\RECORD DRAWINGS\2605027_CR-5_HIGHLAND SIGN AND STRIPE.DWG PLOTTED BY:COOPER KRAUSE ON Oct/04/2019 REVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net EAST MAIN STREET AND HIGHLAND BOULEVARD IMPROVEMENTS 2605.027 BOZEMAN MT HIGHLAND BLVD. SIGNING AND STRIPING CR-5 KDJ KDJ MEE 08/2018 # # #### MATT EKSTROM 10853 10/2019 #### #### #### SCALE IN 030 30 6015 FEET 11x17 HORIZONTAL SCALE: 1" = 60' E. M A I N S T . PROPOSED MARKING EXISTING MARKING NOTE: 1.ALL EXISTING PAVEMENT MARKINGS ON HIGHLAND BLVD WILL BE REMOVED WITH THE REMOVAL OF THE ASPHALT. 2.ALL TRANSVERSE PAVEMENT MARKINGS TO BE INLAID THERMOPLASTIC OR PREFORMED PLASTIC TAPE PER CITY OF BOZEMAN DESIGN STANDARDS. ALL LONGITUDINAL LINES ARE TO BE REFLECTIVE EPOXY PAINT. 3.COLOR FYGB= FLOURECENT YELLOW GREEN BACKGROUND. . HIGHLAND BLVD 20:1 TAPER 25:1 TAPER 1 CITY OF BOZEMAN TYPE "B" CROSSING C.O.B. STD. DWG. 02581-2 1 1 RECORD DRAWING 4 7 5 2 + 0 0 4 7 5 3 + 0 0 4 7 5 4 + 0 0 4 7 5 5 + 0 0 4 7 5 6 + 0 0 4 7 5 7 + 0 0 4 7 5 8 + 0 0 4 7 5 9 + 0 0 4 7 6 0 + 0 0 4 7 6 1 + 0 0 STA 4752+20.5- 10.8' LT BEGIN 4" DOUBLE YELLOW STA 4 7 5 3 + 4 5 . 5 - 1 0 . 6 ' R T BEG I N 8 " S O L I D W H I T E STA 4 7 5 3 + 0 5 . 5 - 2 2 . 6 ' R T BEG I N 8 " W H I T E L I N E STA 4 7 5 3 + 0 5 . 8 - 3 4 . 9 ' R T BEG I N 4 " W H I T E L I N E STA 4753+90.3- 10.9' LT END 4" DOUBLE YELLOW STA 4754+74.2- 11.2' LT MID POINT 8" WHITE (2 : 6) SKIP STRIPE RADIUS= 50' STA 4754+07.5- 42.9' RT END 8" AND 4" SOLID WHITE LINES 24" WHITE STOP BAR STA 4758+32.6- 10.5' RT END 4" DOUBLE YELLOW STA 4760+00.0 END TWLTL PC STA 4759+41.4 STA 4758+23.6 BEGIN TWLTL STA 4754+41.0- 22.6' LT BEGIN 8" WHITE (2 : 6) SKIP STRIPE DN STA 4754+89.2- 28.2' RT PT 8" WHITE (2 : 6) SKIP STRIPE RADIUS= 50' STA 4754+89.2- 59.1' RT END 8" WHITE (2 : 6) SKIP STRIPE STA 4752+24.5- 10.7' RT BEGIN 4" DOUBLE YELLOW STA 4753+39.5- 0.9' LT 4" DOUBLE YELLOW PC STA 4753+49.5- 1.4' LT 4" DOUBLE YELLOW PT R100.00' STA 4757+51.4- 10.5' RT BEGIN 4" DOUBLE YELLOW VERIFY SCALE! THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BY INFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THIS INFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED ASA RESULT OF INFORMATION PROVIDED BY OTHERS.2019engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\2605\027\ACAD\SHEETS\RECORD DRAWINGS\2605027_CR-6- MAIN_ST SIGN AND STRIPE.DWG PLOTTED BY:COOPER KRAUSE ON Oct/04/2019 REVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net EAST MAIN STREET AND HIGHLAND BOULEVARD IMPROVEMENTS 2605.027 BOZEMAN MT MAIN ST. SIGNING AND STRIPING CR-6 KDJ KDJ MEE 08/2018 # # #### MATT EKSTROM 10853 10/2019 #### #### #### SCALE IN 030 30 6015 FEET 11x17 HORIZONTAL SCALE: 1" = 60' HI G H L A N D B L V D H A G G E R T Y L N E. MAIN ST. PROPOSED MARKING EXISTING MARKING EXTEND 8" SOLID WHITE LINES TO NEW CURB MATCH EXISTING MARKING MATERIAL EXISTING PEDESTRIAN RAMP NOTE: 1.OBLITERATE EXISTING THERMOPLASTIC MARKING BY GRINDING FULL DEPTH OF MARKING. REPAIR ASPHALT SURFACE BY APPLICATION OF SLURRY SEAL FOLLOWED BY CHIP SEAL. 2.ALL NEW PAVEMENT MARKING ON MAIN ST. TO BE EPOXY PAINT. NEW WHITE THERMOPLASTIC WORDS AND SYMBOLS (TYP.) NEW WHITE THERMOPLASTIC SYMBOLS (TYP.) NEW OH D3-1-1 "E MAIN ST" NEW OH D3-1-2 "HIGHLAND BLVD" NEW OH D3-1-2 "HIGHLAND BLVD" NEW OH D3-1-1 "E MAIN ST" ±127 LF YELLOW CURB MARKING EPOXY PAINT YELLOW CURB MARKING EPOXY PAINT BY OTHERS WITH ADJACENT SITE IMPROVEMENTS YELLOW CURB MARKING EPOXY PAINT BY OTHERS WITH ADJACENT SITE IMPROVEMENTS ±74 LF YELLOW CURB MARKING EPOXY PAINT NEW OH R3-5 NEW OH R3-5 NEW OH R3-5 Highland Blvd E Main St 12"9"9"9"12" 18"18" AS NECESSARY AS NECESSARY STA 4753+72.9 - 47.6' RT RESET EXISTING SIGNS ON NEW BASE: D9-2 M6-1R R7-1 STREAMLINE BUS INSTALL NEW POST MOUNTED R5-1 (30" x 30") INSTALL NEW POLE MOUNTED (1)R6-1R (36" x 12") (1)R6-1L (36" x 12") (1)R5-1a (30" x 18") INSTALL NEW POST MOUNTED R5-1a (30" x 18") INSTALL NEW POST MOUNTED (1) R6-1R (36" x 12") (1) R6-1L (36" x 12") R5-1 (30" x 30") 10:1 TAPER RECORD DRAWING 3' 4" SQUARE MOUNT PER CITY OF BOZEMAN SIGN INSTALLATION STANDARD DWG NO. 09810-1 SIGNS AND FLASHER ON BOTH SIDES OF POLE. SIGN BACK-BRACING IS REQUIRED. CROSSWALK RRFB SOLAR PANEL BI-DIRECTIONAL LED FLASHER (CARMANAH #R920) ARROW SIGN MOUNT ON BOTH SIDES OF POLE. (W16-7P) PUSHBUTTON WITH INSTRUCTION SIGN PEDESTRIAN CROSSING SIGN (W11-2) CL STANDARD CURB SEE COB STD DWG 02525-1 5" ASPHALT PAVEMENT WITH CHIP SEAL PER NOTE 5. 6" 1 12" -MINUS CRUSHED GRAVEL BASECOURSE MIN. 12" UNCRUSHED SUB-BASE COURSE COMPACTED SUBGRADE VARIES BLVD VARIESVARIES2' CURB AND GUTTER 2' CURB AND GUTTERVARIESVARIESVARIES 10' ASPHALT TRAIL 9" (MIN) 1 12" -MINUS CRUSHED GRAVEL BASECOURSE 2 12 " ASPHALT PAVEMENT CHIP SEAL NOT REQUIRED COMPACTED SUBGRADE 3" (MAX) 1 12" -MINUS CRUSHED GRAVEL LEVELING COURSE EXISTING UNDISTURBED ROAD SECTION NEW ROAD SECTION EXISTING ROAD SECTION GEOTEXTILE FABRIC NEW CONCRETE ADJACENT TO CURB PER PLAN 6" CONCRETE WITH FIBER MESH 6" 1 12" -MINUS CRUSHED GRAVEL GEOTEXTILE FABRIC NOTES: 1.CONCRETE SHALL BE CLASS M-4000 REINFORCED WITH 1.5 LBS OF FIBERMESH PER CUBIC YARD. RAMPS MAY ALSO BE REINFORCED WITH 6x6x10 GAUGE WIRE MESH. 2.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. 3.RAMP AND CURB MAY BE POURED MONOLITHICALLY. 4.SIDEWALK CROSS-SLOPES SHALL NOT EXCEED TWO PERCENT (2%), MAXIMUM. 5.CHIP SEAL PER MPWSS SECTION 2502 AND 2504. CRS-2 ASPHALT WITH 38" AGGREGATE. 12" SAW CUT 4" MIN 1 12" -MINUS CRUSHED GRAVEL BASE COURSE 6" 6" MAX 18" COMPACTED SUBGRADE NEW ASPHALT MATCH EXISTING THICKNESS VERIFY SCALE! THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BY INFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THIS INFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED ASA RESULT OF INFORMATION PROVIDED BY OTHERS.2019engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\2605\027\ACAD\SHEETS\RECORD DRAWINGS\2605027_D-1-DETAILS.DWG PLOTTED BY:COOPER KRAUSE ON Oct/04/2019 REVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net EAST MAIN STREET AND HIGHLAND BOULEVARD IMPROVEMENTS 2605.027 BOZEMAN MT DETAILS D-1 KDJ KDJ MEE 10/2017 # # #### MATT EKSTROM 10853 10/2019 #### #### #### RECTANGULAR RAPID FLASH BEACON (RRFB) SCALE: 4 NO SCALE TYPICAL STREET AND ASPHALT TRAIL SECTION SCALE: 1 NO SCALE VERTICAL CURB SCALE: 2 NO SCALE NOT USED SCALE: 3 NO SCALE RECORD DRAWING THE EXISTING ROAD SECTION WAS DETERMINED TO NOT BE ADEQUATE DURING CONSTRUCTION. IT WAS REPLACED WITH 6" OF 1 12" BASE GRAVEL AND 9" (THREE LIFTS) OF ASPHALT PAVEMENT WITH CHIP SEAL (A.B.) 9" (A.B.) 8" (A.B.) NOT INSTALLED (A.B.) NOT INSTALLED (A.B.) VERIFY SCALE! THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BY INFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THIS INFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED ASA RESULT OF INFORMATION PROVIDED BY OTHERS.2019engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\2605\027\ACAD\SHEETS\RECORD DRAWINGS\2605027_E-1.DWG PLOTTED BY:COOPER KRAUSE ON Oct/07/2019 REVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net EAST MAIN STREET AND HIGHLAND BOULEVARD IMPROVEMENTS 2605.027 BOZEMAN MT ELECTRICAL SYMBOLS, LEGEND AND SCHEDULE EL-1 ARG 10/2017 # # #### MATT EKSTROM 10853 10/2019 #### #### #### 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 PULL BOX SEE DETAIL 3/E-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 PB 1 P A J C ABBREVIATIONS A or AMP AMPERESACALTERNATING CURRENT A/C AIR CONDITIONING AF AMP FUSE AFF ABOVE FINISHED FLOORAFGABOVE FINISHED GRADEALALUMINUMASAMP SWITCH BAS BUILDING AUTOMATION SYSTEM BKR BREAKER C RACEWAY/CONDUITCBCIRCUIT BREAKERCCTVCLOSED CIRCUIT TELEVISIONCKTCIRCUITC.O.RACEWAY/CONDUIT ONLY, WITH PULL STRING CNTRL CONTROL CU COPPER DISC DISCONNECTDISTDISTRIBUTIONDPDTDOUBLE POLE DOUBLE THROWDWGDRAWING EA EACHEFEXHAUST FANELECELECTRICEMTELECTRICAL METALLIC TUBINGEQUIPEQUIPMENT EX OR EXIST EXISTING FD FUSED DISCONNECTFLRFLOORFOFIBER OPTIC FVNR FULL VOLTAGE NON-REVERSING FVR FULL VOLTAGE REVERSING GEC GROUNDED ELECTRODE CONDUCTORGFIGROUND FALUT INTERRUPTERGNDGROUND GRC GALVANIZED RIGID CONDUIT HID HIGH INTENSITY DISCHARGEHOAHAND-OFF-AUTOMATIC HP HORSEPOWERHPSHIGH PRESSURE SODIUMHTRHEATERHZHERTZ J-BOX JUNCTION BOX KVA KILOVOLT AMPERESKWKILOWATTS LTG LIGHTING MAX MAXIMUM MH METAL HALIDEMINMINIMUM N NEUTRAL NC NORMALLY CLOSEDNECNATIONAL ELECTRICAL CODE NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION NFD NON-FUSED DISCONNECT NIC NOT IN CONTRACT NO NORMALLY OPEN#NUMBER OC ON CENTER OH OVERHEAD P POLEPBPUSHBUTTONPNLPANELPVCPOLYVINYL CHLORIDE CONDUITPWRPOWER RECEPT RECEPTACLE RGS RIGID GALVANIZED STEELRMROOMRVNRREDUCED VOLTAGE NON-REVERSINGRVRREDUCED VOLTAGE REVERSING SP SINGLE POLE TOGGLE SWITCH SPEC SPECIFICATION SPST SINGLE POLE SINGLE THROW SSPB START-STOP PUSHBUTTONSWSWITCH TC TIME CLOCK TD TIME DELAY TSP TWISTED SHIELDED PAIR TTB TELEPHONE TERMINAL BOARDTYPTYPICAL UG UNDERGROUNDUHUNIT HEATER UNO UNLESS NOTED OTHERWISE UON UNLESS OTHERWISE NOTED V VOLTVAVOLT AMPERES W WATTSWPWEATHERPROOF W/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 BIKE PATH. 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. LUMINAIRE SCHEDULE SYMBOL TYPE LAMPS DESCRIPTIONS MANUFACTURER CATALOG NO. OR SERIES MOUNTING/ VOLTAGE E1 161W LED COBRAHEAD ROADWAY LIGHT WIT TYPE III DISTRIBUTION, AND 7-PIN RECEPTACLE. MOUNT ON SIGNAL STANDARD (SEE TRAFFIC PLANS) WITH 15 FT ARM.LUMEC RFM-16048LED4K-G2-R3M-DMG- FAWS-RCD-7-WH POLE/ 240 E2 161W LED COBRAHEAD ROADWAY LIGHT WIT TYPE III DISTRIBUTION, AND 7-PIN RECEPTACLE. MOUNT ON 35FT ROUND TAPERED POLE WITH 15 FT ARM. MOUNT ON CONCRETE BASE. 3000K COLOR TEMPERATURE. POLE SHALL BE HUNTER GREEN (RAL #6005). LUMEC RFM-16048LED3K-G2-R3M-DMG- FAWS-RCD-7-WH POLE/ 240 PROJECT NOTES RECORD DRAWING VERIFY SCALE! THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BY INFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THIS INFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED ASA RESULT OF INFORMATION PROVIDED BY OTHERS.2019engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\2605\027\ACAD\SHEETS\RECORD DRAWINGS\2605027_E-1.DWG PLOTTED BY:COOPER KRAUSE ON Oct/07/2019 REVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net EAST MAIN STREET AND HIGHLAND BOULEVARD IMPROVEMENTS 2605.027 BOZEMAN MT ELECTRICAL DETAILS EL-2 ARG 10/2017 # # #### MATT EKSTROM 10853 10/2019 #### #### #### TYPICAL PULL BOX DETAIL NO SCALESCALE: 3 TYPE I TYPE II MINIMUM INSIDE DIMENSIONS W = 13 INCHES L = 20 INCHES D = 12 INCHES PULL BOX COMPOSITE W = 15 INCHES L = 25 INCHES D = 12 INCHES 1" CLEAN STONE DRAINAGE COPPER OR EQUAL BACKFILL TOP 6" WITH EXCAVATED TOP SOIL MATERIAL AND TAMP SECURE CONDUIT IN PLACE AS REQUIRED. ELECTRICAL BOND, NO.6 AWG PROVIDE STUB 4-6" ABOVE BOTTOM OF PULL BOX AND CAP CONDUIT FOR FUTURE LUMINAIRES NOTES: FURNISH PULL BOXES AND COVERS MADE OF POLYMER CONCRETE WITH FIBERGLASS REINFORCEMENT. FURNISH PULL BOXES HAVING CONTINUOUS FIBERGLASS CLOTH REINFORCEMENT ON THE INSIDE AND OUTSIDE PERIMETERS. FURNISH COVERS HAVING A MINIMUM OF TWO LAYERS OF FIBERGLASS CLOTH REINFORCEMENT. ENSURE THE PULL BOXES AND COVERS COMPLY WITH ALL TEST PROVISIONS OF THE MOST CURRENT ANSI/SCTE 77 FOR TIER 22 APPLICATIONS. FURNISH PULL BOXES AND COVERS THAT HAVE BEEN TESTED AND CERTIFIED BY A NATIONALLY RECOGNIZE D THIRD PARTY INDEPENDENT TEST FIRM SUCH AND UL OR ETL VERIFYING THAT THE BOXES AND COVERS MEET ALL TEST PROVISIONS OF THE ANSI/SCTE 77. FURNISH PULL BOXES THAT HAVE MARKINGS SHOWING THE TIER 22 RATING LABELED OR STENCILED ON THE INSIDE AND OUTSIDE OF THE BOX. FURNISH COVERS THAT MARKING SHOWING THE TIER 22 RATING EMBOSSED IN THE TOP SURFACE OF THE COVER. FURNISH COVERS HAVING PULL SLOTS RATED FOR A MINIMUM PULL OUT OF 3,000 POUNDS. FURNISH 3/8-7 LAB THREAD HEX HEAD BOLTS TO SECURE THE COVER TO THE PULL BOX. INSTALL PER CITY STANDARDS. CITY LIGHTING HOLD DOWN BOLTS NO. 30 FELT PAPERSEPARATION POWER CONDUIT TRENCH SAND 6" BELOW & 8" ABOVE CONDUIT. COMPACT TO 90% RELATIVE DENSITY. COMPACT BACKFILL TO 95% 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 40" MAX EXISTING TOPSOIL UNDISTURBED EARTH 12" MIN. SHOW SEPARATE 6" WIDE MARKING TAPE 15-18" BELOW FINISHED GRADE TYPICAL TRENCH DETAIL NO SCALESCALE: 1 CONTRACTOR SHALL PROVIDE LIKE VEGETATION DISTURBED BY TRENCH OR PATCH AND RE-PAVE AS NEEDEDTO MATCH ADJACENT SURFACE TYPICAL BREAKAWAY BOLT COUPLING NO SCALESCALE: BOLT COUPLING (BREAKAWAY TYPE) BREAKAWAY BOLT COUPLING TRANSPO POLE-SAFE 4100 BOLT COVER BREAKAWAY BOLT COUPLING (ONE OF FOUR) NOTE: CONTRACTOR SHALL COORDINATE AND PROVIDE BOLT COVER FROM THE POLE MANUFACTURER TO ENSURE THE CLEANEST LOOK POSSIBLE. 2 LONG REINF. SEESCHEDULE 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 PLANFOR 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) LIGHT FIXTURE BASE SCHEDULE ***** POLEHEIGHT 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. TYPICAL POLE BASE DETAIL NO SCALESCALE: 5 REINFORCED HAND HOLE & COVER SINGLE MEMBER TYPE MASTARM FINISHED GRADE BIKEPATH TYPE E2 LUMINAIRE NO SCALESCALE: 4 STEEL TAPERED POLE OR EQUAL RECORD DRAWING VERIFY SCALE! THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BY INFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THIS INFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED ASA RESULT OF INFORMATION PROVIDED BY OTHERS.2019engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\2605\027\ACAD\SHEETS\RECORD DRAWINGS\2605027_E-1.DWG PLOTTED BY:COOPER KRAUSE ON Oct/07/2019 REVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net EAST MAIN STREET AND HIGHLAND BOULEVARD IMPROVEMENTS 2605.027 BOZEMAN MT ELECTRICAL DETAILS EL-3 ARG 10/2017 # # #### MATT EKSTROM 10853 10/2019 #### #### #### 2"C TO LIGHTING3"C.O TO TRANSFORMER FINISHED GRADE NEMA 3R LIGHTING CONTROL ENCLOSURE WITH DEFINITE PURPOSE LIGHTING CONTACTORS CONTROLLED VIA POST TOP PHOTOCELL AND TIMECLOCK (INTEGRAL TO METER PEDESTAL UNIT) CONTACTOR SHALL BE SIZED TO ACCOMMODATE ALL CIRCUITS SHOWN ON PANEL SCHEDULE METER BASE PEDESTAL WITH 120/240V, 1Ø 100A DISCONNECT PER UTILITY REQUIREMENTS. MILBANK, CP2B51115ASP WITH BASE: CP-16PDMNT-CALT METER BASE DETAIL SCALE: INTEGRAL LOAD CENTER 2 CONCRETE BASE NOTE: ·CONTRACTOR SHALL PROVIDE 1-2" SPARE C.O. STUBBED TO OUTSIDE CONCRETE PAD. ·PROVIDE AND INSTALL PER CITY REQUIREMENTS. GND PER NEC NO SCALE PHOTOCELL MOUNTED ON RGS CONDUIT AT 8FT AFG SECURE CONDUIT TO SIDE OF METER PEDESTAL LB INTO SIDE OF PEDESTAL (1) 3" C.O.PER UTILITY REQUIREMENTS 120/240V, 1P, 3W, POLE MOUNT XFMR BY UTILTY 200A METER PEDESTAL WITH 100A MAIN BREAKER (TYP). SEE DETAIL 1/E0.3 TYPICAL ONE-LINE DIAGRAM NO SCALESCALE: 1 RECORD DRAWING BP B P B P B P B T B T N G N G N G OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OH P OHP OHP OH P OHP OHP BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF B F B F OH P SS SS B P B P B P B P SD S D SD SD S S S S S S S S SS SS SS SS SS SS SS SS SS SS SS SS S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S S S S S S S S S S S S S S S S S S S S S S SD SD SD SD SD SD SD SD SD SD SD SD W W W W SS SS SS SS SS SS SS SS SS SS SS SS SS SS W W W W W W W W W W W W W W W W W W W W W W W W W W W S D B T B T B T B T B T B T B T W W W W W W W W W W W W W W W W W W W W W SSSS W W W W W W W W W W W W W W GV P D Y H WV W V W V W V HIGHLAND BLVD. C U R T I S S S T R E E T S S S S S S S S S S S S S S 3 PP B HY D PPB P P B 8 0 + 0 0 8 1 + 0 0 8 2 + 0 0 8 3 + 0 0 8 4 + 0 0 8 5 + 0 0 8 6 + 0 0 VERIFY SCALE! THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BY INFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THIS INFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED ASA RESULT OF INFORMATION PROVIDED BY OTHERS.2019engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\2605\027\ACAD\SHEETS\RECORD DRAWINGS\2605027_E-1.DWG PLOTTED BY:COOPER KRAUSE ON Oct/15/2019 REVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net EAST MAIN STREET AND HIGHLAND BOULEVARD IMPROVEMENTS 2605.027 BOZEMAN MT LIGHTING PLAN EL-4 ARG 10/2017 # # #### MATT EKSTROM 10853 10/2019 #### #### #### STUB (3)' TO BASE OF POLE PER UTILITY REQUIREMENTS 3" CONDUIT FOR POWER 2-#10 CU AND 1-#10 CU GND IN 2" C. 2-#10 CU AND 1-#10 CU GND IN 2" C. 2-#10 CU AND 1-#10 CU GND IN 2" C. 2-#10 CU AND 1-#10 CU GND IN 2" C. STUB 2" C INTO PULL BOX. 2-#10 CU AND 1-#10 CU GND IN 2" C. BETWEEN PULL BOX AND LUMINAIRE. (TYPICAL FOR ALL TYPE E2 LUMINAIRES) . INTERSECTION LIGHTING PER SHEET ES-7 1 E2 LUMINAIRE STA 80+95.5 - 23.5' LT 2 3 4 5 6 METER STA 81+06.9 - 34.7' LT E2 LUMINAIRE STA 81+89.6 - 35.7' LT E2 LUMINAIRE STA 82+88.1 - 37.9' LT E2 LUMINAIRE STA 83+83.1 - 36.8' LT E2 LUMINAIRE STA 84+95.7 - 43.4' LT 2 3 4 5 6 NOTES BY SYMBOL 1 RECORD DRAWING