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Cottonwood Road (Oak to Baxter)-RECORD DRAWINGS
GENERAL NOTES:1. ALL CONSTRUCTION WORK ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, SIXTH EDITION,AND CITY OF BOZEMAN MODIFICATIONS TO THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS (MPWSS), SIXTH EDITION AND THE PROJECT SPECIFICATIONS.2. WATER MAIN PIPE MATERIAL SHALL BE AS SPECIFIED ON THE PLANS. ALL WATER MAIN SHALL BE INSTALLED WITH A MINIMUM COVER OF 6.5 FEET WITH RESPECTTO FINISHED GRADE. INSULATION SHALL BE INSTALLED IN AREAS WHERE 6.5 FEET CANNOT BE ACHIEVED DUE TO CULVERT/STORM SEWER PIPING.3. MAINTAIN 18" (VERT.) SEPARATION BETWEEN ALL WATER MAIN AND ALL SEWER MAINS AND STORM DRAINS.4. THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL OR BETTER CONDITION THAN EXISTED PRIOR TO EXCAVATION, AS DETERMINED BYOWNER AND THE ENGINEER.5. 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 UTILITIES CONNECTIONS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FORANY DAMAGE TO THE EXISTING FACILITIES DUE TO FAILURE TO LOCATE OR PROVIDE PROPER PROTECTION WHEN LOCATION IS KNOWN.6. THE CONTRACTOR SHALL ADJUST ALL VALVE BOXES, CURB BOXES, AND MANHOLES TO FINAL GRADE UPON COMPLETION OF ALL CONSTRUCTION. ANY BOXES ORMANHOLES DAMAGED OR OTHERWISE DISTURBED BY THE CONTRACTOR OR ANY SUBCONTRACTOR SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. THISWORK SHALL BE INCIDENTAL TO THE PROJECT, SEPARATE PAYMENT WILL NOT BE MADE.7. ALL BACKFILL FOR UTILITY TRENCHES SHALL BE TYPE "A", UTILIZING TYPE 1 BEDDING UNLESS DIRECTED OTHERWISE BY ENGINEER. SPECIFIED BEDDING SHALL BEFROM 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 UNITPRICE BID FOR WATER AND/OR SEWER MAIN.8. ALL VALVES SHALL BE INSTALLED WITH THRUST BLOCKING, AND VALVE BOXES IN ACCORDANCE WITH MPWSS AND C.O.B. MODIFICATIONS. ANY EXISTING OR NEWVALVES WHICH CONTROL THE C.O.B.'S WATER SUPPLY SHALL BE OPERATED BY C.O.B. PERSONNEL ONLY.9. ALL FIRE HYDRANTS SHALL BE INSTALLED IN ACCORDANCE WITH C.O.B. STD DWG NO. 02660-4.10. ALL FITTINGS INCLUDING BENDS EQUAL TO OR GREATER THAN 22-1/2 DEGREES, TEES AND PLUGS SHALL BE THRUST BLOCKED IN CONFORMANCE WITH MPWSSDETAIL 2660-1, OR MUST HAVE MECHANICALLY RESTRAINED JOINTS AS INDICATED ON THE PLANS.11. THE CONTRACTOR IS RESPONSIBLE FOR CONTROLLING DUST AND EROSION DURING CONSTRUCTION AT HIS EXPENSE. STREETS SHALL BE WATERED TOCONTROL DUST WHEN ORDERED BY THE ENGINEER. EROSION SHALL BE CONTROLLED IN ACCORDANCE WITH THE SWPPP PERMIT.12. ALL PROFILES REPRESENT EXISTING GROUND (DASHED LINE) AND FINISHED ASPHALT (SOLID LINE) ALONG THE ALIGNMENTS INDICATED ON THE PLANS.ELEVATIONS ARE FINISHED ASPHALT ELEVATIONS.13. ALL DISTURBED AREAS SHALL BE SEEDED BY THE CONTRACTOR IN ACCORDANCE WITH SWPPP.14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF UTILITY (PHONE, POWER, CABLE, FIBER, GAS, WATER) INSTALLATION WITH LOCAL UTILITYCOMPANIES.15. THE CONTRACTOR SHALL NOTIFY ONE CALL @ 1-800-424-5555 FOR ONSITE UTILITY LOCATION. ALL EXISTING UTILITIES SHALL BE MARKED BEFORE DIGGING.16. THE CONTRACTOR SHALL MAINTAIN SERVICE OF ALL EXISTING UTILITIES. IF SAID SERVICE IS DAMAGED, THE CONTRACTOR SHALL IMMEDIATELY REPAIR THEDAMAGE AT THE CONTRACTOR'S EXPENSE.17. THE PIPE GRADES SHOWN ARE CALCULATED FROM ACTUAL DISTANCES, EDGE OF MANHOLE TO EDGE OF MANHOLE (DISPLAYEDLF-4'). THE DISPLAYED PIPE LF IS FOR ESTIMATING PIPE PAY QUANTITIES, CENTER OF MANHOLE TO CENTER OF MANHOLE. SEE MEASUREMENT AND PAYMENT IN THESPECIFICATIONS.18. WATER AND SEWER SERVICE LINES SHALL BE EXTENDED TO 8 FEET BEYOND PROPERTY LINES. INSTALL SERVICE LINES AND MARKER POSTS PER CITY OFBOZEMAN MODIFICATIONS TO MPWSS.19. THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 24 HOURS PRIOR TO BEGINNING ANY WORK.20. ALL UTILITY CONDUITS FOR IRRIGATION, ELECTRICAL, GAS, PHONE, CATV, FIBER, ETC. . . SHALL BE BURIED A MINIMUM 30" FROM FINISHED GRADE WITH TYPE ABACKFILL, UTILIZING TYPE 1 BEDDING UNLESS DIRECTED OTHERWISE BY ENGINEER. ALL LOCATIONS SHALL BE DETERMINED AND FIELD FIT AS DIRECTED BYENGINEER AND SHOWN ON RECORD DRAWINGS.21. ALL CONSTRUCTION RELATED TRAFFIC SHALL BE ROUTED TO AND FROM THE SITE VIA OAK STREET AND BAXTER LANE.22. CONTRACTOR IS RESPONSIBLE FOR OBTAINING STORM WATER DISCHARGE PERMIT PRIOR TO CONSTRUCTION.23. CONTRACTOR IS RESPONSIBLE FOR OBTAINING STREET CUT PERMIT(S) PRIOR TO CONSTRUCTION.24. ALL STREET MARKER SIGNS SHALL BE INSTALLED PER CITY OF BOZEMAN MODIFICATIONS. SIGN BLANKS SHOWN ON THE PLANS ILLUSTRATE SPELLING ANDORIENTATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSTALL SIGNS PER STANDARDS, INCLUDING BLANK SIZES, LETTERING SIZES, LETTERING CASE,FONT, ABBREVIATIONS, ETC.25. FOR CLARITY, WATER AND SANITARY SEWER SERVICES ARE NOT SHOWN ON PROFILE VIEWS. INSTALL SERVICES AS INDICATED IN PLAN VIEWS AND INACCORDANCE WITH CITY OF BOZEMAN STANDARD DRAWINGS.26. CONTRACTOR SHALL NOT PROCEED WITH ANY WORK ON THE PROJECT SITE PRIOR TO A PRE-CONSTRUCTION MEETING WITH THE AUTHORIZATION OF THE CITY OFBOZEMAN.27. ALL ASPHALT CUTS SHALL BE NEAT SAW CUT PER THE CITY OF BOZEMAN REQUIREMENTS.28. ALL REMOVED SIGN FACES AND POSTS SHALL BE DELIVERED TO THE OWNER. CONTRACTOR TO COORDINATE WITH OWNER AND ENGINEER FOR SIGN DELIVERYLOCATION. COSTS TO DELIVER THE SIGNS TO THE OWNERS SHALL BE INCLUDED IN THE UNIT BID PRICE FOR EXISTING STREET AND TRAFFIC CONTROL SIGNREMOVAL.GENERAL DESIGN DESIGNATIONSDETAIL AND SECTION DESIGNATIONSTANDARD DETAIL DESIGNATIONAX-XXXXXXCOPYRIGHT ©MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERVERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!DATEDESCRIPTIONNO.BYN:\0417\085 - COTTONWOOD ROAD\ACAD\SHEETS\G-1.DWG PLOTTED BY:KARL SAND ON Dec/05/20252025REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718Phone: 406.587.0721Fax: 406.922.6702engineers surveyors planners scientistsCOTTONWOOD ROAD (OAK TO BAXTER)BOZEMANMONTANATABLE OF CONTENTS, GENERAL NOTES, AND CONTROL DATA0417.0852G-1BEVBEVJRN04/2022SWF04/2022COTTONWOOD ROAD/BAXTER LANEROUNDABOUTSHEETTITLECOVER COVER SHEETGENERAL SHEETSG-1TABLE OF CONTENTS, GENERAL NOTES, AND CONTROL DATAG-2STANDARD ABBREVIATIONS, LEGEND, CENTERLINE COORDINATETABLESG-3 CONTROL DIAGRAMREMOVAL SHEETSR-1 OAK STREET EX. CONDITIONS AND REMOVALSR-2 OAK STREET EX. CONDITIONS AND REMOVALSR-3 COTTONWOOD ROAD EX. CONDITIONS AND REMOVALSR-4BAXTER LANE EX. CONDITIONS AND REMOVALS: STA. 197+00 -204+00R-5BAXTER LANE EX. CONDITIONS AND REMOVALS: STA. 204+00 -211+50R-6BAXTER LANE EX. CONDITIONS AND REMOVALS: STA. 211+50 -219+50R-7HARPER PUCKETT ROAD EX. CONDITIONS AND REMOVALS: STA.53+00 - 59+75ROAD TYPICAL SECTIONS AND PLAN AND PROFILE SHEETSRD-1 COTTONWOOD ROAD TYPICAL SECTIONSRD-2 COTTONWOOD ROAD TYPICAL SECTIONSRD-3 COTTONWOOD ROAD TYPICAL SECTIONSRD-4 COTTONWOOD ROAD TYPICAL SECTIONSRD-5 COTTONWOOD ROAD TYPICAL SECTIONSRD-6 COTTONWOOD ROAD TYPICAL SECTIONSRD-7 BAXTER LANE TYPICAL SECTIONSRD-8 BAXTER LANE TYPICAL SECTIONSRD-9 BAXTER LANE TYPICAL SECTIONSRD-10 ROUNDABOUT TYPICAL SECTIONSRD-11COTTONWOOD ROAD GEOMETRIC DESIGN PLAN & PROFILE: STA.24+00 - 31+00RD-12COTTONWOOD ROAD GEOMETRIC DESIGN PLAN & PROFILE: STA.31+00 - 38+00RD-13COTTONWOOD ROAD GEOMETRIC DESIGN PLAN & PROFILE: STA.38+00 - 45+00RD-14COTTONWOOD ROAD GEOMETRIC DESIGN PLAN & PROFILE: STA.45+00 - 52+00RD-15COTTONWOOD ROAD GEOMETRIC DESIGN PLAN & PROFILE: STA.52+00 - 57+00RD-16HARPER PUCKETT ROAD GEOMETRIC DESIGN PLAN & PROFILE: STA.57+00 - 59+75RD-17BAXTER LANE GEOMETRIC DESIGN PLAN & PROFILE: STA. 197+00 -204+00RD-18BAXTER LANE GEOMETRIC DESIGN PLAN & PROFILE: STA. 204+00 -210+50GRADING DETAILSGR-1 COTTONWOOD ROAD GRADING DETAILS: STA 28+00 - 29+67.20GR-2 COTTONWOOD ROAD GRADING DETAILS: STA 34+00 - 35+49.67GR-3 COTTONWOOD ROAD GRADING DETAILS: STA 38+74.19 - 40+42.52GR-4 COTTONWOOD ROAD GRADING DETAILS: STA 45+29.23 - 46+96.54GR-5 COTTONWOOD ROAD GRADING DETAILS: STA 50+93.00 - 52+62.60GR-6 COTTONWOOD ROAD GRADING DETAILS: STA 52+65.30 - 54+32.20GR-7HARPER PUCKETT ROAD GRADING DETAILS: STA 54+32.20 -56+01.90GR-8HARPER PUCKETT ROAD GRADING DETAILS: STA 55+85.00 -57+75.00GR-9HARPER PUCKETT ROAD GRADING DETAILS: STA 57+75.00 -59+55.00GR-10HARPER PUCKETT ROAD GRADING DETAILS: STA 59+55.00 -59+75.00GR-11 BAXTER LANE GRADING DETAILS: STA 197+20.31 - 199+70.00GR-12 BAXTER LANE GRADING DETAILS: STA 201+75.00 - 204+50.00GR-13 BAXTER LANE GRADING DETAILS: STA 204+54.00 - 207+35.00GR-14 BAXTER LANE GRADING DETAILS: STA 207+10.00 - 209+90.00GR-15 BAXTER LANE GRADING DETAILS: STA 209+90.00 - 210+50.00GR-16 MEDIAN GRADING DETAILS: STA 51+75.00 & 55+20.00GR-17 MEDIAN GRADING DETAILS: STA 204+00.00 & 207+42.00SIGNING AND MARKING PLAN SHEETSTC-1 OAK STREET SIGNING AND MARKING PLANSTC-2 OAK STREET SIGNING AND MARKING PLANSTC-3 COTTONWOOD ROAD SIGNING & MARKING PLANSTC-4COTTONWOOD ROAD SIGNING & MARKING PLANS: STA. 27+00 -32+00TC-5COTTONWOOD ROAD SIGNING & MARKING PLANS: STA. 32+00 -38+00TC-6COTTONWOOD ROAD SIGNING & MARKING PLANS: STA. 38+00 -44+00TC-7COTTONWOOD ROAD SIGNING & MARKING PLANS: STA. 44+00 -50+00TC-8 COTTONWOOD ROAD SIGNING PLANS: STA. 50+00 - 56+00TC-9 COTTONWOOD ROAD MARKING PLANS: STA. 50+00 - 56+00TC-10HARPER PUCKETT ROAD SIGNING & MARKING PLANS: STA. 56+00 -59+75TC-11 BAXTER LANE SIGNING & MARKING PLANS: STA. 197+00 - 203+00TC-12 BAXTER LANE SIGNING PLANS: STA. 203+00 - 209+00TC-13 BAXTER LANE MARKING PLANS: STA. 203+00 - 209+00TC-14 BAXTER LANE SIGNING & MARKING PLANS: STA. 209+00 - 211+50TC-13ABAXTER LANE MARKING PLANS: STA. 203+00 - 209+00TC-14A BAXTER LANE SIGNING & MARKING PLANS: STA. 209+00 - 211+50STORM DRAIN PLAN AND PROFILE SHEETSSD-1COTTONWOOD ROAD STORM DRAIN PLAN & PROFILE: STA. 300+00 -306+50SD-2COTTONWOOD ROAD STORM DRAIN PLAN & PROFILE: STA. 306+50 -313+00SD-3COTTONWOOD ROAD STORM DRAIN PLAN & PROFILE: STA. 313+00 -319+00SD-4COTTONWOOD ROAD STORM DRAIN PLAN & PROFILE: STA. 319+00 -319+94.03SD-5COTTONWOOD ROAD & BAXTER LANE STORM DRAIN PLAN &PROFILESD-6BAXTER LANE/HARPER PUCKETT ROAD STORM DRAIN PLAN &PROFILE: STA 350+00 - 352+34.65SD-7BAXTER LANE/HARPER PUCKETT ROAD STORM DRAIN PLAN &PROFILE: STA 352+34.65 - 358+75SD-8 STORMWATER POND GRADING DETAILSSD-9STORMWATER POND GRADING DETAILSSD-10 STORMWATER POND GRADING DETAILSWATER MAIN PLAN AND PROFILE SHEETSW-1COTTONWOOD ROAD WATER MAIN PLAN & PROFILE: STA. 400+00TO 407+00W-2COTTONWOOD ROAD WATER MAIN PLAN & PROFILE: STA. 407+00TO 414+00W-3COTTONWOOD ROAD WATER MAIN PLAN & PROFILE: STA. 414+00TO 421+00W-4COTTONWOOD ROAD WATER MAIN PLAN & PROFILE: STA. 421+00TO 427+00W-5COTTONWOOD ROAD WATER MAIN PLAN & PROFILE: STA. 427+00TO 428+57.43W-6BAXTER LANE WATER MAIN PLAN & PROFILE: STA 430+00.00-434+49.35SEWER MAIN SHEETSSS-0 BAXTER LANE SEWER SERVICE PLAN AND PROFILE: STA. -4+69 - 1+00SS-1 BAXTER LANE SEWER SERVICE PLAN AND PROFILE: STA. 1+00 - 8+00SS-2 BAXTER LANE SEWER SERVICE PLAN AND PROFILE: STA. 8+00 - 15+00SS-3BAXTER LANE SEWER SERVICE PLAN AND PROFILE: STA. 15+00 -17+30SS-4BAXTER LANE SEWER SERVICE PLAN AND PROFILE: STA. 100+00 -102+07ELECTRICAL PLAN SHEETSEL-1LIGHTING PLAN SHEETS STA. 24+00 - 31+00EL-2LIGHTING PLAN SHEETS STA. 31+00 - 38+00EL-3 LIGHTING PLAN SHEETS STA. 38+00 - 45+00EL-4LIGHTING PLAN SHEETS STA. 45+00 - 52+00EL-5 LIGHTING PLAN SHEETS: WIRING SCHEMATICEL-6 ELECTRICAL HAWK SIGNAL PLANSEL-7ELECTRICAL HAWK SIGNAL PLANS: PLAN VIEWEL-8 ELECTRICAL HAWK SIGNAL PLANS: CONDUIT WIRING SCHEDULEEL-9 ELECTRICAL HAWK SIGNAL PLANSEL-10 ELECTRICAL DETAILSEL-11EL-12ELECTRICAL DETAILSEL-13 ELECTRICAL DETAILSDETAIL DRAWINGSDT-1ROADWAY MISCELLANEOUS DETAILSDT-2PAVEMENT MARKING DETAILSDT-3 PAVEMENT MARKING DETAILSDT-4SLOPE EROSION PROTECTION DETAILSDT-5 MANHOLE AND INLET DETAILSDT-6 CONCRETE DETAILSDT-7TRUCK APRON CONCRETE JOINT LAYOUT DETAILSCROSS SECTIONSXS-1 COTTONWOOD ROAD CROSS SECTIONS: STA 28+90.00 - 29+50.00XS-2 COTTONWOOD ROAD CROSS SECTIONS: STA 30+00.00 - 31+00.00XS-3 COTTONWOOD ROAD CROSS SECTIONS: STA 31+50.00 - 32+00.00XS-4 COTTONWOOD ROAD CROSS SECTIONS: STA 32+50.00 - 33+50.00XS-5 COTTONWOOD ROAD CROSS SECTIONS: STA 34+00.00 - 35+26.00XS-6 COTTONWOOD ROAD CROSS SECTIONS: STA 35+50.00 - 36+50.00XS-7 COTTONWOOD ROAD CROSS SECTIONS: STA 37+00.00 - 37+50.00XS-8 COTTONWOOD ROAD CROSS SECTIONS: STA 38+00.00 - 38+50.00XS-9 COTTONWOOD ROAD CROSS SECTIONS: STA 39+00.00 - 40+06.24XS-10 COTTONWOOD ROAD CROSS SECTIONS: STA 40+25.00 - 41+00.00XS-11 COTTONWOOD ROAD CROSS SECTIONS: STA 41+08.20 - 42+00.00XS-12 COTTONWOOD ROAD CROSS SECTIONS: STA 42+50.00 - 43+50.00XS-13 COTTONWOOD ROAD CROSS SECTIONS: STA 44+00.00 - 45+00.00XS-14 COTTONWOOD ROAD CROSS SECTIONS: STA 45+50.00 - 46+53.21XS-15 COTTONWOOD ROAD CROSS SECTIONS: STA 47+00.00 - 48+00.00XS-16 COTTONWOOD ROAD CROSS SECTIONS: STA 48+50.00 - 49+50.00XS-17 COTTONWOOD ROAD CROSS SECTIONS: STA 50+00.00 - 50+75.00XS-18 COTTONWOOD ROAD CROSS SECTIONS: STA 51+00.00 - 55+35.00XS-19 COTTONWOOD ROAD CROSS SECTIONS: STA 55+50.00 - 56+35.71XS-20 COTTONWOOD ROAD CROSS SECTIONS: STA 56+50.00 - 57+17.50XS-21 COTTONWOOD ROAD CROSS SECTIONS: STA 57+50.00 - 57+78.16XS-22 COTTONWOOD ROAD CROSS SECTIONS: STA 58+00.00 - 58+50.00XS-23 COTTONWOOD ROAD CROSS SECTIONS: STA 58+62.16 - 59+14.11XS-24 COTTONWOOD ROAD CROSS SECTIONS: STA 59+50.00 - 59+62.49XS-25 COTTONWOOD ROAD CROSS SECTIONS: STA 59+75.00XS-26 BAXTER LANE CROSS SECTIONS: STA 197+20.31 - 198+00.00XS-27 BAXTER LANE CROSS SECTIONS: STA 198+50.00 - 199+50.00XS-28 BAXTER LANE CROSS SECTIONS: STA 200+00.00 - 201+00.00XS-29 BAXTER LANE CROSS SECTIONS: STA 201+50.00 - 202+50.00XS-30 BAXTER LANE CROSS SECTIONS: STA 203+00.00 - 203+50.00XS-31BAXTER LANE CROSS SECTIONS: STA 208+27.83 - 209+25.00XS-32BAXTER LANE CROSS SECTIONS: STA 209+50.00 - 210+25.00SECTION (LETTER) OR DETAIL(NUMERAL) DESIGNATIONDRAWING NUMBER(OR SAME DRAWING)ON DRAWING WHERE SECTIONOR DETAIL IS SHOWN:DRAWING NUMBER(S)WHERE TAKENSTANDARD DETAIL NUMBERSTANDARD DETAIL DESIGNATIONSEE DRAWING D-1 THRU D-33 ATEND OF DRAWINGSWATER MAIN RESTRAINED JOINT NOTES1. THRUST RESTRAINT SHALL BE REQUIRED ON ALL FITTINGS SPECIFIED INMPWSS AND THE COB STANDARD MODIFICATIONS TO MPWSS SECTION 02660.IN LIEU OF CONCRETE THRUST BLOCKS, THRUST RESTRAINT MAYBEPROVIDED UTILIZING RESTRAINED JOINTS AND RESTRAINED JOINT FITTINGSAS SPECIFIED IN COB STANDARD MODIFICATIONS TO MPWSS.2. REFER TO THE TABLE FOR RESTRAINED JOINT LENGTHS ON THE FITTINGSINCLUDED WITHIN THIS PROJECT. USE THE GIVEN CHART FOR RESTRAINEDPIPE LENGTH UNLESS OTHERWISE NOTED IN THE PLANS.3. FITTINGS THAT NEED RESTRAINT THROUGH ANOTHER FITTING WILL NOTNEED ADDITIONAL RESTRAINT. RESTRAIN TO THE POINT WHERE ALL JOINTS INQUESTION ARE ADEQUATELY RESTRAINED AND APPROVED BY THEENGINEER.4. FITTINGS THAT REQUIRE RESTRAINED LENGTHS LESS THAN THE PIPE LENGTHFROM THE FITTING SHALL ONLY BE RESTRAINED AT THE PIPE FITTING. JOINTSENDING WITH THE RESTRAINED LENGTH GIVEN SHALL BE RESTRAINED ASDIRECTED BY THE ENGINEER.5. THE FIRST LENGTH LISTED FOR RESTRAINED LENGTHS ON TEES IS THEREQUIRED DISTANCE ON EACH SIDE OF TEE ON THE RUN. THE SECONDLENGTH IS THE REQUIRED DISTANCE FOR THE BRANCH.6. RESTRAINED LENGTHS FOR WATER VALVES SHALL EQUAL THE RESTRAINTLENGTH FOR CAPS.RESTRAINED JOINT LENGTHREQUIREMENTSFITTING SIZE FITTING TYPE BRANCH SIZERESTRAINEDLENGTH16"CAP/VALVE89'36"CAP/VALVE193'16"TEE6" 6' X 1'16" TEE 8" 6' X 1'36" TEE 8" 6' X 1'12"45° BEND VERTICAL 25' X 21'16" 45° BEND VERTICAL 45' X 26'8" X 6" REDUCER 19'12" X 24"REDUCER 63'16" X 24" REDUCER 37'24" X 36" REDUCER 69'36" CROSS77'04/20/2022RECORD DRAWING0404040404040404040404444444/2/2/2/2/2//2/2/2/2/2/2///2/2/20/0/0/0/0/0/0/0/0/0/0/0/0/0//2020202020202020202020202000022222222222222222222222222222220 E12SE10S///EXISTING EDGE OF ASPHALT PAVEMENTFLOWLINE OF CURBTOP BACK OF CURB (TBC)EXISTING WATER MAINSEWER LINEEXISTING CULVERTSIDEWALK/CONCRETEEXISTING FEATURESSANITARY MANHOLESTORM MANHOLEEWESEDGE OF ASPHALT PAVEMENTTOP BACK OF CURB (TBC)SEWER SERVICE PIPEW15" STORM DRAINPROPOSED FEATURESEXISTING CENTER LINESANITARY MANHOLESIGNNGXXO===[]======[]======[]===OHPNATURAL GAS LINEEXISTING BARBED WIRE FENCEEXISTING FENCEOVERHEAD POWER LINEE21SE27SEXISTING 10" SEWER MAINEXISTING 12" SEWER MAINUUTILITY BANK: GAS, ELECTRIC,TELEPHONE AND CABLEUTILITY JUNCTION BOX CLUSTERCURB FACECURB FLOWLINEPROPOSED SIDEWALK/CONCRETEPROPOSED EDGE OF ASPHALT TRAILPROPOSED TRUNCATED DOME PANELSPROPOSED RIGHT-OF-WAYPROPOSED CONSTRUCTION EASEMENTEXISTING 21" SEWER MAINEXISTING 27" SEWER MAINBPBURIED POWEREXISTING SPLIT RAIL FENCEE6WE10WE12WE16WE12SDE15SDE18SDEXISTING 6" WATER MAINEXISTING 10" WATER MAINEXISTING 16" WATER MAINSTORM DRAIN INLETEXISTING WATER VALVEEXISTING FIRE HYDRANTEXISTING AIR BLOW OFF VALVEEXISTING OVERHEAD POWER POLEEXISTING 12" WATER MAINEXISTING 12" STORM DRAINEXISTING 15" STORM DRAINEXISTING 18" STORM DRAINEXISTING SECTION LINEEXISTING EDGE OF GRAVELDSTORM MANHOLESTORM DRAIN INLETSTORM DRAIN PONDWATER MAINGATE VALVETEECROSSCAPFIRE HYDRANTLIGHT POLE ASSEMBLYEXISTING WOOD FENCELUMINAIRE12SD15SD27" SEWER MAINPROPOSED ROADWAY18SD18" STORM DRAIN21S27SSSCO CLEAN OUT21" SEWER MAIN12" STORM DRAINBPCONTROL BOXPEDESTRIAN HYBRID BEACONELECTRICAL SERVICE BOXPULL BOX (HAWK SIGNAL/LIGHTS)PEDESTRIAN INDICATORBURIED POWER LINEIRRIGATION SLEEVEWSWATER SERVICE LINEPB PBCOPYRIGHT ©MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERVERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!DATEDESCRIPTIONNO.BYN:\PROJECTS\0417\085 - COTTONWOOD ROAD\ACAD\SHEETS\G-1.DWG PLOTTED BY:BEN SLAKEY ON Apr/20/20222022REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718Phone: 406.587.0721Fax: 406.922.6702engineers surveyors planners scientistsCOTTONWOOD ROAD (OAK TO BAXTER)BOZEMANMONTANASTANDARD ABBREVIATIONS, LEGEND, & CENTERLINE COORDINATE TABLES0417.0853G-2BEVBEVJRN04/2022SWF04/2022ABBREVIATIONS1. FOR ABBREVIATIONS NOT LISTED, SEE "ABBREVIATIONS FOR USE ON DRAWINGS AND TEXT", PUBLISHEDBY THE AMERICAN NATIONAL STANDARDS INSTITUTE INC. (ANSI) OR CONTACT THE ENGINEER.2. THIS IS A STANDARD ABBREVIATION LIST. THEREFORE, NOT ALL ABBREVIATIONS ARE USED ON THEPLANS.3. ADDITIONAL ABBREVIATIONS FOR SPECIALIZED WORK DIVISIONS (INSTRUMENTATION AND CONTROL,ELECTRICAL, ETC.) ARE SHOWN ON OTHER LEGEND SHEETS, AS APPLICABLE.4. * SYMBOL USED ONLY WHERE REQUIRED FOR CLARITY.5. IN GENERAL, EXISTING STRUCTURES AND FACILITIES ARE NOTED AS "EXISTING" AND ARE SHOWN INLIGHT LINE WEIGHTS, OR AS SCREENED BACKGROUND. NEW STRUCTURES ARE SHOWN IN HEAVY LINEWEIGHTS.BAXTER LANE CENTERLINE COORDINATE TABLESTATION DESCRIPTIONNORTHINGCOORDINATEEASTINGCOORDINATEREMARKS197+20.31 BP127,574.5040 364,606.3995BEGIN BAXTER LANE CONSTRUCTION198+25.71 PI127,575.5382 364,711.8013202+78.52 PI127,575.7092 365,164.6093203+19.73 PC127,575.6068 365,205.8192204+03.47 PRC127,582.6386 365,289.1851205+24.23 PT127,585.6167 365,409.5478206+61.07 PC127,570.6706 365,545.5685207+63.16 PRC127,571.0774 365,647.4410208+27.83 PT127,575.7289 365,711.9185209+15.03 PI127,578.0487 365,799.0941210+50.00 PI127,580.6295 365,934.0375END BAXTER LANE CONSTRUCTION211+50.00 PI127,581.1132 365,984.0380219+52.50 EP127,584.9947 366,836.5313COTTONWOOD ROAD CENTERLINE COORDINATE TABLESTATION DESCRIPTIONNORTHINGCOORDINATEEASTINGCOORDINATEREMARKS28+63.52 BP125,098.9800 365,527.1000BEGIN COTTONWOOD ROADCONSTRUCTION28+91.07 PRC125,126.1687 365,522.719431+90.30 PT125,423.9101 365,498.911841+08.20 PC126,341.6654 365,514.846351+70.54 PRC127,401.9330 365,462.470453+95.00 PRC127,621.9143 365,492.882455+10.68 PCC127,734.1686 365,518.561256+27.98 PRC127,851.2875 365,525.156957+22.35 PRC127,945.0410 365,535.500458+65.72 PCC128,086.8415 365,556.660059+14.11 PCC128,134.9016 365,562.266559+62.49 PT128,183.2256 365,564.413859+75.00 EP128,195.7342 365,564.4775END COTTONWOOD ROADCONSTRUCTIONANSIAPPROXAPVDARCHASPHAVG@BDBFVLVBETWBFBLDGBLKBLWBMBOTBRGBRKTCHANCHKCICIMJCIPCIPCCIRCCJCLCLDICLGCLRCMPCMUCOCOBCOLCOMBCONCCONNCONSTRCONTCONTRCOORDCORRCPCPLGC TO CCTRCTSKCUCU FTCU INCULVCU YDDdDBADBLDETDIDIADIAGDIMDIMJDIRDNDRDWGEAEFEL, ELEVELBELECENCLENGREPEQLEQL SPEQUIPEQUIVEWEXCEXHEXPEXP JTEXPANSION JOINTEXPANSIONEXHAUSTEXCAVATEEACH WAYEQUIVALENTEQUIPMENTEQUALLY SPACEDEQUAL, EQUALLYEDGE OF PAVEMENTENGINEERENCLOSEELECTRIC, ELECTRICALELBOWELEVATIONEACH FACE, EXHAUST FANEACHDRAWINGDOORDOWNDIRECTIONDUCTILE-IRON MECHANICAL JOINTDIMENSIONDIAGONALDIAMETERDUCTILE IRON, DRAIN INLETDETAILDOUBLEDEFORMED BAR ANCHORPENNY (NAIL SIZE)DRAINCUBIC YARDCULVERTCUBIC INCHCUBIC FEETCUBICCOUNTERSINKCENTERCENTER TO CENTERCOUPLINGCONTROL PANELCORRUGATEDCOORDINATECONTRACTORCONTINUE, CONTINUED, CONTINUOUSCONSTRUCTIONCONNECT, CONNECTIONCONCRETE OR CONCENTRICCOMBINATIONCOLUMNCITY OF BOZEMANCLEANOUTCONCRETE MASONRY UNITSCORRUGATED METAL PIPECLEAR, CLEARANCECEILINGCEMENT LINED DUCTILE IRONCENTER LINECONSTRUCTION JOINT, CONTROL JOINTCIRCULARCAST-IRON PIPE FLANGED JOINTCAST-IN-PLACE CONCRETECAST-IRON PIPE MECHANICAL JOINTCAST IRONCHECKCHANNELBRACKETBEARINGBOTTOMBEAM, BENCHMARKBELOWBLOCKBUILDINGBOTTOM FACEBETWEENBUTTERFLY VALVEBOARDATAVERAGEASPHALTARCHITECTURE, ARCHITECTURALAPPROVEDAPPROXIMATEAMERICAN NATIONAL STANDARDS INSTITUTEFFFGFHYDFLFLEXFLGFLLFIN.FLRFOCFRPFSTLFTFTGF TO FGAGALGALVGALVSGNDGRTGGSKTGSPGVLHASGWBHBHDHDWHDRHKHMHORIZHPHRHTHVACHVHWYHYDIDIEIFIN.INFLINSTLINSTRINSULINTJBJSTJTLLBSLFLNTLLONGLPLRLTLVLLVRMATLMAXMBMCPMCCMECHMFDMFRMHMINMISCMJMPWSSNONICNOMNTSOCODOFOHPOPNG OPENINGOVERHEAD POWEROUTSIDE FACEOUTSIDE DIAMETERON CENTERNOT TO SCALENOMINALNUMBERNOT IN CONTRACTMONTANA PUBLIC WORKS STANDARD SPECIFICATIONS (SEE NOTE 4)MECHANICAL JOINTMISCELLANEOUSMINIMUMMANHOLEMANUFACTURE, MANUFACTURERMANUFACTUREDMECHANICALMOTOR CONTROL PANELMOTOR CONTROL CENTERMACHINE BOLTMAXIMUMMATERIALLOUVERLEVELLEFTLONG RADIUSLOCAL PANELLONGITUDINALLINTELLINEAR FEETPOUNDSANGLEJOINTJOISTJUNCTION BOXINTERIORINSULATEINSTRUMENTINSTALL, INSTALLATIONINFLUENTINCHINSIDE FACEINVERT ELEVATIONINSIDE DIAMETERHYDRANTHIGHWAYHEATING, VENTILATING, AND AIR CONDITIONINGHOSE VALVEHEIGHT, HEAT TRACEHOSE RACK, HOURHORSEPOWERHORIZONTALHOLLOW METALHOOKHEADERHARDWAREHUB DRAINHOSE BIBHEADED ANCHOR STUDGYPSUM WALLBOARDGRAVELGALVANIZED STEEL PIPEGASKETGRATINGGROUNDGALVANIZED STEELGALVANIZEDGALLONGAGE, GAUGEFACE TO FACEFOOTING, FITTINGFOOT, FEETFABRICATED STEELFIBERGLASS REINFORCED PLASTICFACE OF CONCRETEFLOORFINISHFLOW LINEFLANGEFLEXIBLEFLOOR, FLOWFIRE HYDRANTFINISH GRADEFINISHED FLOOR PNLPRCSTPPSDPREFABPRELIMPREPPROPPRVPSPTPVCPVMTRADRCRCPRDRDCRREBARREFREINFRELOCREQDRSTRTR/WSANSCHEDSDWKSECTSHTSLPSIMSPSPECSPRTSPGSQSQ FTSQ INSSTSTASSSTDSTIFSTLSTRUCTSYMT&BTBTBCTEMPTFTHKTHRUT.O.T.P.TOCTRANS.TSTTWTYPUBCUGULTUTILVVBVERTVOLVRFYVTRWWDW/W/OWLWMWSWSTLWTWTRWVWWFWWMXFMRYDBTVNG BURIED NATURAL GASBURIED TVYARDTRANSFORMERWELDED WIRE MESHWELDED WIRE FABRICWATER VALVEWATERWEIGHTWELDED STEEL, WROUGHT STEELWATERSTOP, WATER SURFACEWIRE MESH, WATER MAINWATERLINEWITHOUTWITHWOODWIDTHVENT THROUGH ROOFVERIFYVOLUMEVERTICALVALVE BOXVALVE, VOLTUTILITYULTIMATEUNDERGROUNDUNIFORM BUILDING CODETYPICALTOP OF WALLTOP OF STEELTRANSITIONTOP OF CONCRETE, TOP OF CURBOUTSIDE TOP OF PIPETOP OFTHROUGHTHICKTEMPORARY, TEMPERATURETOP FACETOP BACK OF CURBTHRUST BLOCKTOP AND BOTTOMSYMMETRICALSTRUCTURESTEELSTIFFENERSTANDARDSANITARY SEWERSTATIONSTAINLESS STEELSQUARE INCHSQUARE FOOTSQUARESUPPORTSPACINGSPECIFICATIONSPACE, SPACEDSLOPESIMILARSHEETSECTIONSIDEWALKSCHEDULESANITARYRIGHT-OF-WAYRIGHTREINFORCING STEELREQUIREDRELOCATE, RELOCATIONREINFORCEREFERENCEREINFORCEMENT BARREDUCERROAD, ROOF DRAINREINFORCED-CONCRETE PIPEREINFORCED CONCRETERADIUSPAVEMENTPOLYVINYL CHLORIDEPOINT, POINT OF TANGENCYPRESSURE SWITCH, PIPE SUPPORTPRESSURE REDUCING VALVEPROPERTYPREPARE, PREPARATIONPRELIMINARYPREFABRICATEDPRECASTPROPOSEDABBREVIATION & LEGEND NOTES:PANELRSFO REPLACE SIGN FACE ONLY04/20/2022RECORD DRAWING040404040404040040404444444/2/2/2/2/2/2/2/2//2/2/2/2/2/2/2/20/0/0/0/0/0/0/0/0/0/0/0/0///2020202020202020202020202000022222222222222222222222222222222000 /////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// /// //////////////////////////////////////////////////E21SE27S E27S E27S E27 E8SE8SE8S E8S E8S E8S E8SE8SE10WE10WE10WE10WE10WE10W E10W E10W E10W E10W E16WE16W E16W E15SD E15SD E30SD E30SD E30SD E30SD E21SD E21SD E21SD E21SD E18SD E18SD E18SD E18SD E18SD E18SD E18SDE15SDE15SD /////////////////////////////////////////////////////OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP BP BP BP BP BP BP BP BP GVBT BFBFXXXE27S E27S E27S E27S E8S E8S E12W E12W E12W E12W E12W E12WE15SD E12W E12WCO BPP ESES /////////////// //////////// //////////// ///WLWLI S SSS MW MW MW MW MW S S S S S S S S S TP TP TP TP TP TP TP TP TP TP ESDESD P DDIII I I I I CO CO CO CO COCO CO CO WL WL WL WL WLWLWLWLWL E27S E27S E27S E27S E27S E27S E27S E27SSTP MWMW MW MW MW MW MW MW TV TV TVIIIIIIIIIIIIDCOWGV D S S CPCPCPCPCPVERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2022COPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\PROJECTS\0417\085 - COTTONWOOD ROAD\ACAD\SHEETS\CONTROL DIAGRAM.DWG PLOTTED BY:BEN SLAKEY ON Apr/20/2022REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsCOTTONWOOD ROAD (OAK TO BAXTER)BOZEMANMTCONTROL MAP0417.0854G-3BRSBEVJRN04/2022SWF04/2022#################BOBCAT COORDINATE SYSTEM,NAD83(2011) PER THE "ROCKY MOUNTAINTRIBAL COORDINATE REFERENCESYSTEM" HANDBOOK AND USER GUIDE,PUBLISHED SEPTEMBER 30TH, 2014 ANDSUBSEQUENT REVISIONS, ESTABLISHEDBY OBSERVATIONS WITH SURVEY-GRADEGNSS RECEIVERS.BASIS OF BEARING:1000HORIZ. SCALE IN FEET100 200100108109101107CONTROL DATAPoint NumberNorthing EastingElevationDescription100124,989.17 365,490.43 4,747.81CP REBAR101126,298.77 365,544.93 4,730.29CP REBAR107127,353.36 365,592.53 4,718.47CP REBAR108125,818.59 365,542.76 4,735.26CP REBAR109126,081.17 365,172.26 4,728.50CP REBARCOTTONWOOD ROADHARPER PUCKETTROADBAXTER LANEOAK STREET04/20/2022RECORD DRAWING040404040404044040444040444/2/2/2/2/2/2/2/2/2/2/2/2//2///0/0/0/0/0/0/0/0/0/0/0/0/0/0//202020202020202020202020200002222222222222222222222222222222000 D////////////////////////////////////////////////////////////////////////////////////////////////////////////////// // //////////////////////////////////// ////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////E21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE10WE10WE10WE10WE10WE10WE10WE10WE10WE10WE10WE10WE10WE16WE16WE16WE16WE16WE16WE16WE10W E12WE12WE12WE12WE16WE16WE16WE16WE16WE16WE16WE6WE6WE6WE18SDE18SDE18SDE18SDE18SDE18SDE18SDE18SDE18SDE18SDE18SDE18SDE18SDE18SDE18SDE18SDE18SDE18SDE18SDE18SDE18SDE18SDE18SDE18SDE12SDE12SDE12SDE15SDE15SDE15SDE15SDE15SDE15SDNGNGNGNGNGNGNGNGNGNGNGNGOHPOHPOHPOHPOHPOHPOHPOHPOHPBPBPBPBPBPBPBPBPBPBPP/////////////////////////////////////////////////////////////////////////////////////////////////////////26+0027+0028+0029+0030+VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2022COPYRIGHT © MORRISON-MAIERLE,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\PROJECTS\0417\085 - COTTONWOOD ROAD\ACAD\SHEETS\REMOVAL SHEETS.DWGREVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsPLOTTED BY:BEN SLAKEY ON Apr/20/2022COTTONWOOD ROAD (OAK TO BAXTER)BOZEMANMONTANAOAK STREET EX. CONDITIONS AND REMOVALS0417.0855R-1BRSBEVJRN04/2022SWF04/2022OAK STREET250HORIZ. SCALE IN FEET25 50LEGENDEXISTING ITEM REMOVE/ABANDONPOWER POLEBARB WIRE FENCEASPHALTSSMHSIGNMAILBOXTELEPHONE PEDESTAL21" SEWER27" SEWERDECIDUOUS TREECONIFEROUS TREESIDEWALKCONCRETECURBX///E21SE27SE27SLEGENDEXISTING ITEM REMOVE/ABANDONCULVERTSPLIT RAIL FENCEROWWATER'S EDGESHOULDEROVERHEAD POWERDITCHEASEMENTBURIED GASBURIED TELEVISION12" WATERBURIED FIBER OPTICPAVEMENT MARKINGSTRUNCATED DOMESOHPNGBTVE12WBF///XGENERAL NOTES1. THE CONTRACTOR SHALL SALVAGETHE FOLLOWING EXISTING ITEMS:ALL MANHOLE LIDS AND CASTINGS,ALL INLET FRAMES AND GRATES,SIGNS, AND FIRE HYDRANTS. ITEMSSHALL BE RETURNED TO THEOWNER. THE OWNER WILLDETERMINE THE LOCATION.2. CONTRACTOR SHALL COORDINATEWORK WITH PRIVATE UTILITYRELOCATION WORK.3. REMOVE EXISTING SIGN FACES ASSHOWN. RETURN SIGN FACES TOOWNER. COORDINATE WITHOWNER FOR RETURN LOCATION.4. CONTRACTOR SHALL REMOVEEXISTING THERMOPLASTICPAVEMENT MARKINGS BY ASPHALTCOLD MILLING. MILL DEPTH SHALLBE 2.5".5. CONTRACTOR SHALL EXISTINGEPOXY PAVEMENT MARKINGSSHALL BE REMOVED USING WATERBLASTING.REMOVE EX. SIGN FACEONLYREMOVE PAVEMENTMARKINGSCOTTONWOOD ROAD04/20/2022RECORD DRAWING040404040404044040444040444/2/2/2/2/2/2/2/2/2/2/2/2//2///0/0/0/0/0/0/0/0/0/0/0/0/0/0//202020202020202020202020200002222222222222222222222222222222000 D/////////////// // / // / / / / // / // ////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// ///////// //////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////E16WE16WE16WE16WE16WE16WE16WE16WE16WE6WE18SDE18SDE1E15SDE15SDE15SDE15SDE15SDE15SDE15SDE15SDBPBPBPBPBPBPPVERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2025COPYRIGHT © MORRISON-MAIERLE,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\0417\085 - COTTONWOOD ROAD\ACAD\SHEETS\RECORD DRAWINGS\REMOVAL SHEETS.DWGREVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsPLOTTED BY:KARL SAND ON Nov/25/2025COTTONWOOD ROAD (OAK TO BAXTER)BOZEMANMONTANAOAK STREET EX. CONDITIONS AND REMOVALS0417.0856R-2BRSBEVJRN04/2022SWF04/2022OAK STREET250HORIZ. SCALE IN FEET25 50LEGENDEXISTING ITEM REMOVE/ABANDONPOWER POLEBARB WIRE FENCEASPHALTSSMHSIGNMAILBOXTELEPHONE PEDESTAL21" SEWER27" SEWERDECIDUOUS TREECONIFEROUS TREESIDEWALKCONCRETECURBX///E21SE27SE27SLEGENDEXISTING ITEM REMOVE/ABANDONCULVERTSPLIT RAIL FENCEROWWATER'S EDGESHOULDEROVERHEAD POWERDITCHEASEMENTBURIED GASBURIED TELEVISION12" WATERBURIED FIBER OPTICPAVEMENT MARKINGSTRUNCATED DOMESOHPNGBTVE12WBF///XGENERAL NOTES1. THE CONTRACTOR SHALL SALVAGETHE FOLLOWING EXISTING ITEMS:ALL MANHOLE LIDS AND CASTINGS,ALL INLET FRAMES AND GRATES,SIGNS, AND FIRE HYDRANTS. ITEMSSHALL BE RETURNED TO THEOWNER. THE OWNER WILLDETERMINE THE LOCATION.2. CONTRACTOR SHALL COORDINATEWORK WITH PRIVATE UTILITYRELOCATION WORK.3. REMOVE EXISTING SIGNS ASSHOWN. RETURN SIGNS TOOWNER. COORDINATE WITHOWNER FOR RETURN LOCATION.4. CONTRACTOR SHALL REMOVEEXISTING THERMOPLASTICPAVEMENT MARKINGS BY ASPHALTCOLD MILLING. MILL DEPTH SHALLBE 2.5".5. CONTRACTOR SHALL REMOVEEXISTING EPOXY PAVEMENTMARKINGS SHALL BE REMOVEDUSING WATER BLASTING.REMOVE EX. SIGNREMOVE EX. SIGNREMOVE EX. THERMOPLASTICARROWS04/20/2022REMOVE EX. DELINEATORREMOVE EX. DELINEATORREMOVE EX. DELINEATORRECORD DRAWING040404040404044040444040444/2/2/2/2/2/2/2/2/2/2/2/2//2///0/0/0/0/0/0/0/0/0/0/0/0/0/0//202020202020202020202020200002222222222222222222222222222222000 //////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// /////////////////////////////////////////////////////////////////////////////////////// ///////////////////////////////////////////// ////// /// //////E21SE21SE21SE21SE21SE21SE12WE12SD24+0025+00VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2022COPYRIGHT © MORRISON-MAIERLE,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\PROJECTS\0417\085 - COTTONWOOD ROAD\ACAD\SHEETS\REMOVAL SHEETS.DWGREVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsPLOTTED BY:BEN SLAKEY ON Apr/20/2022COTTONWOOD ROAD (OAK TO BAXTER)BOZEMANMONTANACOTTONWOOD ROAD EX. CONDITIONS AND REMOVALS0417.0857R-3BRSBEVJRN04/2022SWF04/2022250HORIZ. SCALE IN FEET25 50LEGENDEXISTING ITEM REMOVE/ABANDONPOWER POLEBARB WIRE FENCEASPHALTSSMHSIGNMAILBOXTELEPHONE PEDESTAL21" SEWER27" SEWERDECIDUOUS TREECONIFEROUS TREESIDEWALKCONCRETECURBX///E21SE27SE27SLEGENDEXISTING ITEM REMOVE/ABANDONCULVERTSPLIT RAIL FENCEROWWATER'S EDGESHOULDEROVERHEAD POWERDITCHEASEMENTBURIED GASBURIED TELEVISION12" WATERBURIED FIBER OPTICPAVEMENT MARKINGSTRUNCATED DOMESOHPNGBTVE12WBF///XGENERAL NOTES1. THE CONTRACTOR SHALL SALVAGETHE FOLLOWING EXISTING ITEMS:ALL MANHOLE LIDS AND CASTINGS,ALL INLET FRAMES AND GRATES,SIGNS, AND FIRE HYDRANTS. ITEMSSHALL BE RETURNED TO THEOWNER. THE OWNER WILLDETERMINE THE LOCATION.2. CONTRACTOR SHALL COORDINATEWORK WITH PRIVATE UTILITYRELOCATION WORK.3. REMOVE EXISTING SIGN FACES ASSHOWN. RETURN SIGN FACES TOOWNER. COORDINATE WITHOWNER FOR RETURN LOCATION.4. CONTRACTOR SHALL REMOVEEXISTING THERMOPLASTICPAVEMENT MARKINGS BY ASPHALTCOLD MILLING. MILL DEPTH SHALLBE 2.5".5. CONTRACTOR SHALL EXISTINGEPOXY PAVEMENT MARKINGSSHALL BE REMOVED USING WATERBLASTING.REMOVE EX. SIGN FACE ONLYREMOVE EX. SIGN FACE ONLYREMOVE EX.PAVEMENT MARKINGSCOTTONWOOD ROAD04/20/2022RECORD DRAWING040404040404044040444040444/2/2/2/2/2/2/2/2/2/2/2/2//2///0/0/0/0/0/0/0/0/0/0/0/0/0/0//202020202020202020202020200002222222222222222222222222222222000 TP//////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////BTBTBTBTBTXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX///197+00198+00199+00200+00201+00202+00203+00204+00VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2022COPYRIGHT © MORRISON-MAIERLE,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\PROJECTS\0417\085 - COTTONWOOD ROAD\ACAD\SHEETS\REMOVAL SHEETS.DWGREVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsPLOTTED BY:BEN SLAKEY ON Apr/20/2022COTTONWOOD ROAD (OAK TO BAXTER)BOZEMANMONTANABAXTER LANE EX. CONDITIONS AND REMOVALS: STA. 197+00 - 204+000417.0858R-4BRSBEVJRN04/2022SWF04/2022BAXTER LANEREMOVE EX. FENCEREMOVE EX. FENCEREMOVE EX. ASPHALTREMOVE EX. ASPHALTRELOCATE EX. POWER POLE(BY OTHERS)RELOCATE EX. POWER POLE(BY OTHERS)RELOCATE EX. POWER POLE(BY OTHERS)250HORIZ. SCALE IN FEET25 50GENERAL NOTES1. THE CONTRACTOR SHALL SALVAGETHE FOLLOWING EXISTING ITEMS:ALL MANHOLE LIDS AND CASTINGS,ALL INLET FRAMES AND GRATES,SIGNS, AND FIRE HYDRANTS. ITEMSSHALL BE RETURNED TO THEOWNER. THE OWNER WILLDETERMINE THE LOCATION.2. CONTRACTOR SHALL COORDINATEWORK WITH PRIVATE UTILITYRELOCATION WORK.3. ALL EXISTING TREES SHALLREMAIN IN PLACE. CONTRACTORSHALL ROOT CUT TREES PRIOR TOEXCAVATION PER THE PROJECTMANUALLEGENDEXISTING ITEM REMOVE/ABANDONPOWER POLEBARB WIRE FENCEASPHALTSSMHSIGNMAILBOXTELEPHONE PEDESTAL21" SEWER27" SEWERDECIDUOUS TREECONIFEROUS TREESIDEWALKCONCRETECURBX///E21SE27SE27SLEGENDEXISTING ITEM REMOVE/ABANDONCULVERTSPLIT RAIL FENCEROWWATER'S EDGESHOULDEROVERHEAD POWERDITCHEASEMENTBURIED GASBURIED TELEVISION12" WATERBURIED FIBER OPTICPAVEMENT MARKINGSTRUNCATED DOMESOHPNGBTVE12WBF///X04/20/2022RECORD DRAWING040404040404044040444040444/2/2/2/2/2/2/2/2/2/2/2/2//2///0/0/0/0/0/0/0/0/0/0/0/0/0/0//202020202020202020202020200002222222222222222222222222222222000 DTVTVIIIIIII///////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////1SE21SE21SE27S///////////////////////////////////////E12SDE12SD/////////////////NGNG NGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGGVBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFXXXXXXXXXXXXXXXXXE27SE27SE27SE27SE27SE27SE27SE27SE27SE27SE27SE27SE27SE27SE27SE27SE27SE27SE27SE27SE27SE27SE12WE12WE12WE12WE12WE12WE12WE12WE12WE12WE12WE12WE12WE12WE12WE12WE12WE12WE12WE12WE12WE12WE15SDE15SDE15SDE15SDE15SDE15SD//////////////////////////////////////////ESESESESESESES//////===[]======[]======[]===205+00206+00207+00208+00209+00210+00211+00212+53+0054+0055+0056+00VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2022COPYRIGHT © MORRISON-MAIERLE,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\PROJECTS\0417\085 - COTTONWOOD ROAD\ACAD\SHEETS\REMOVAL SHEETS.DWGREVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsPLOTTED BY:BEN SLAKEY ON Apr/20/2022COTTONWOOD ROAD (OAK TO BAXTER)BOZEMANMONTANABAXTER LANE EX. CONDITIONS AND REMOVALS: STA. 204+00 - 211+500417.0859R-5BRSBEVJRN04/2022SWF04/2022BAXTER LANEREMOVE EX. TREEREMOVE EX. TREEREMOVE EX. FENCEREMOVE EX. FENCEREMOVE EX. TREEREMOVE AND RESET EX. MAILBOXREMOVE EX. ASPHALTREMOVE EX. ASPHALTREMOVE EX. ASPHALTREMOVE EX. SIDEWALKREMOVE EX. CONCRETEREMOVE 28 LF EX. 21" SEWERFILL AND ABANDON 500 LF EX.27" SEWERREMOVE EX. CURBREMOVE EX. CURBREMOVE EX. SIGNREMOVE EX. CULVERTREMOVE EX. TREEREMOVE EX. TREERELOCATE EX. POWER POLE(BY OTHERS)RELOCATE EX. POWER POLE(BY OTHERS)RELOCATE EX. TELEPHONEPEDESTAL(BY OTHERS)RELOCATE EX. POWER POLE(BY OTHERS)RELOCATE EX. POWER POLE(BY OTHERS)RELOCATE EX. POWER POLE(BY OTHERS)REMOVE EX. SSMHREMOVE EX. SSMH250HORIZ. SCALE IN FEET25 50HARPER PUCKETT ROADLEGENDEXISTING ITEM REMOVE/ABANDONPOWER POLEBARB WIRE FENCEASPHALTSSMHSIGNMAILBOXTELEPHONE PEDESTAL21" SEWER27" SEWERDECIDUOUS TREECONIFEROUS TREESIDEWALKCONCRETECURBX///E21SE27SE27SLEGENDEXISTING ITEM REMOVE/ABANDONCULVERTSPLIT RAIL FENCEROWWATER'S EDGESHOULDEROVERHEAD POWERDITCHEASEMENTBURIED GASBURIED TELEVISION12" WATERBURIED FIBER OPTICPAVEMENT MARKINGSTRUNCATED DOMESOHPNGBTVE12WBF///XREMOVE EX. TREES& SHRUBSGENERAL NOTES1. THE CONTRACTOR SHALL SALVAGETHE FOLLOWING EXISTING ITEMS:ALL MANHOLE LIDS AND CASTINGS,ALL INLET FRAMES AND GRATES,SIGNS, AND FIRE HYDRANTS. ITEMSSHALL BE RETURNED TO THEOWNER. THE OWNER WILLDETERMINE THE LOCATION.2. CONTRACTOR SHALL COORDINATEWORK WITH PRIVATE UTILITYRELOCATION WORK.3. ALL EXISTING TREES SHALLREMAIN IN PLACE. CONTRACTORSHALL ROOT CUT TREES PRIOR TOEXCAVATION PER THE PROJECTMANUAL4. CONTRACTOR ABANDON EXISTINGSEWER MANHOLES PER DETAILDRAWING.5. CONTRACTOR TO UTILIZEFLOWABLE FILL OR LIGHTWEIGHTSAND TO ABANDON EXISTINGSEWER MAIN.6. REMOVE EXISTING SIGN ASSHOWN. RETURN SIGN TO OWNER.COORDINATE WITH OWNER FORRETURN LOCATION.EX. SEPTIC TANK(APPROX. LOCATION)EX. DRAIN FIELD(APPROX. LOCATION)04/20/2022REMOVE & RESETEX. GATERECORD DRAWING040404040404044040444040444/2/2/2/2/2/2/2/2/2/2/2/2//2///0/0/0/0/0/0/0/0/0/0/0/0/0/0//202020202020202020202020200002222222222222222222222222222222000 TVTVTVIIIIIIIIIIIIDWWWWWWWW////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////E27SE27SE27SE27SE27SE27SE27SE27SE27SE27SE27SE27SE27SE27SE27SE27SE27SE27SE27SE27SE27SE27S////// /////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// ///////////////////////////////////////////////////// ////////////////////////////E27SE27SE27SE27SE27SE27SE27SE27SE27SE27SE27SE27SWE12WE12WE12WE12WE12WE12WE12WE12WE12W////////////////////////////// // //////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////E12WE12WE12WE12WE12WE12WE12WE12WE12WE12WE12WE12WE12WE12WE12WEWE6WE6WCO212+00213+00214+00215+00216+00217+00218+00219+00VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2022COPYRIGHT © MORRISON-MAIERLE,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\PROJECTS\0417\085 - COTTONWOOD ROAD\ACAD\SHEETS\REMOVAL SHEETS.DWGREVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsPLOTTED BY:BEN SLAKEY ON Apr/20/2022COTTONWOOD ROAD (OAK TO BAXTER)BOZEMANMONTANABAXTER LANE EX. CONDITIONS AND REMOVALS: STA. 211+50 - 219+500417.08510R-6BRSBEVJRN04/2022SWF04/2022BAXTER LANEFILL AND ABANDON 500 LF EX.27" SEWERREMOVE EX. SSMHFILL AND ABANDON 208 LF EX.27" SEWER250HORIZ. SCALE IN FEET25 50REMOVE EX. ASPHALTREMOVE EX. ASPHALTLEGENDEXISTING ITEM REMOVE/ABANDONPOWER POLEBARB WIRE FENCEASPHALTSSMHSIGNMAILBOXTELEPHONE PEDESTAL21" SEWER27" SEWERDECIDUOUS TREECONIFEROUS TREESIDEWALKCONCRETECURBX///E21SE27SE27SLEGENDEXISTING ITEM REMOVE/ABANDONCULVERTSPLIT RAIL FENCEROWWATER'S EDGESHOULDEROVERHEAD POWERDITCHEASEMENTBURIED GASBURIED TELEVISION12" WATERBURIED FIBER OPTICPAVEMENT MARKINGSTRUNCATED DOMESOHPNGBTVE12WBF///XGENERAL NOTES1. THE CONTRACTOR SHALL SALVAGETHE FOLLOWING EXISTING ITEMS:ALL MANHOLE LIDS AND CASTINGS,ALL INLET FRAMES AND GRATES,SIGNS, AND FIRE HYDRANTS. ITEMSSHALL BE RETURNED TO THEOWNER. THE OWNER WILLDETERMINE THE LOCATION.2. CONTRACTOR SHALL COORDINATEWORK WITH PRIVATE UTILITYRELOCATION WORK.3. CONTRACTOR ABANDON EXISTINGSEWER MANHOLES PER DETAILDRAWING.4. CONTRACTOR TO UTILIZEFLOWABLE FILL OR LIGHTWEIGHTSAND TO ABANDON EXISTINGSEWER MAIN.04/20/2022RECORD DRAWING040404040404044040444040444/2/2/2/2/2/2/2/2/2/2/2/2//2///0/0/0/0/0/0/0/0/0/0/0/0/0/0//202020202020202020202020200002222222222222222222222222222222000 []I I//////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// /// /////////////// /// /////////////////////////////////////////////////////////////////////////////////21SE21SE21SE21S///////////////////////////////////////OHP OHP OHP OHP OHP OHP NG NGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNNG NG NG NG NG NG NG NG NG GVBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBT BT BT BT BT BT BTBTBTBTBTBTBFBF BFBFBFBF BF BF BF BF BF BFXXXXXXXXXXXXXXX E27S E27S E27S E27S E27S E27S E27S E27S E12W E12W E12W E12W E12W E12W E12WESESESESESESESXXXXXXXXXXXX ===[]======[]======[]===53+0054+0055+0056+0057+0058+0059+0059+75VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2022COPYRIGHT © MORRISON-MAIERLE,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\PROJECTS\0417\085 - COTTONWOOD ROAD\ACAD\SHEETS\REMOVAL SHEETS.DWGREVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsPLOTTED BY:BEN SLAKEY ON Apr/20/2022COTTONWOOD ROAD (OAK TO BAXTER)BOZEMANMONTANAHARPER PUCKETT ROAD EX. CONDITIONS AND REMOVALS STA 53+00 - 59+750417.08511R-7BRSBEVJRN04/2022SWF04/2022250HORIZ. SCALE IN FEET25 50LEGENDEXISTING ITEM REMOVE/ABANDONPOWER POLEBARB WIRE FENCEASPHALTSSMHSIGNMAILBOXTELEPHONE PEDESTAL21" SEWER27" SEWERDECIDUOUS TREECONIFEROUS TREESIDEWALKCONCRETECURBX///E21SE27SE27SLEGENDEXISTING ITEM REMOVE/ABANDONCULVERTSPLIT RAIL FENCEROWWATER'S EDGESHOULDEROVERHEAD POWERDITCHEASEMENTBURIED GASBURIED TELEVISION12" WATERBURIED FIBER OPTICPAVEMENT MARKINGSTRUNCATED DOMESOHPNGBTVE12WBF///REMOVE AND RESET EX.SPLIT RAIL FENCERELOCATE EX. TELEPHONEPEDESTAL(BY OTHERS)REMOVE EX. SIGNREMOVE EX. SIDEWALKREMOVE EX. ASPHALTREMOVE EX. CURBREMOVE EX. ASPHALTREMOVE EX. CURBHARPER PUCKETT ROADBAXTER LANEXREMOVE EX. TREES& SHRUBSGENERAL NOTES1. THE CONTRACTOR SHALL SALVAGETHE FOLLOWING EXISTING ITEMS:ALL MANHOLE LIDS AND CASTINGS,ALL INLET FRAMES AND GRATES,SIGNS, AND FIRE HYDRANTS. ITEMSSHALL BE RETURNED TO THEOWNER. THE OWNER WILLDETERMINE THE LOCATION.2. CONTRACTOR SHALL COORDINATEWORK WITH PRIVATE UTILITYRELOCATION WORK.3. REMOVE EXISTING SIGN ASSHOWN. RETURN SIGN TO OWNER.COORDINATE WITH OWNER FORRETURN LOCATION.4. CONTRACTOR ABANDON EXISTINGSEWER MANHOLES PER DETAILDRAWING.5. CONTRACTOR TO UTILIZEFLOWABLE FILL OR LIGHTWEIGHTSAND TO ABANDON EXISTINGSEWER MAIN.04/20/2022REMOVERECORD DRAWING040404040404044040444040444/2/2/2/2/2/2/2/2/2/2/2/2//2///0/0/0/0/0/0/0/0/0/0/0/0/0/0//202020202020202020202020200002222222222222222222222222222222000 2'120'RIGHT-OF-WAY10'CENTER MEDIAN10'BLVD.6' CONCRETESIDEWALK5.5'BICYCLE LANE11.5'TRAVEL LANE11.5'TRAVEL LANE10'CENTER MEDIAN5.5'BICYCLE LANE11.5'TRAVEL LANE11.5'TRAVEL LANE8" - 1-1/2" MINUSCRUSHED BASE COURSE2" (TYP.) TYPE BASPHALT PAVEMENTBOTTOM LIFT2" (TYP.) TYPE BASPHALT PAVEMENTTOP LIFT2" (TYP.) TYPE BASPHALT PAVEMENTBOTTOM LIFT2" (TYP.) TYPE BASPHALT PAVEMENTTOP LIFT8" - 1-1/2" MINUSCRUSHED BASE COURSE1.25'0.75'STANDARD CATCHCURB & GUTTERCOB STD. DWG.NO. 02528-1STANDARD SPILLCURB & GUTTERCOB STD. DWG.NO. 02528-1STANDARD CATCHCURB & GUTTERCOB STD. DWG.NO. 02528-1STANDARD SPILLCURB & GUTTERCOB STD. DWG.NO. 02528-112" TOPSOILFOR LANDSCAPEDMEDIAN6'BLVD.10'SHARED-USE PATH2-1/2" (TYP.) TYPE BASPHALT PAVEMENT4" - TOP SOIL1'1'EX. GROUNDEX. GROUND2:1 CUT SLOPE4:1 FILL SLOPEEX. GROUNDEX. GROUND4:1 FILL SLOPE2:1 CUT SLOPE1.5 %3.0 %3.0 %1.5 %4" - TOP SOIL16" - 6" MINUSSUB-BASE COURSE16" - 6" MINUSSUB-BASE COURSE9" - 1-1/2" MINUSCRUSHED BASE COURSEMIRAFI 160N NON-WOVENSEPARATION FABRIC ORAPPROVED EQUALMIRAFI 160N NON-WOVENSEPARATION FABRIC ORAPPROVED EQUAL0.75'0.75'0.75'0.75'6" - M-4000CONCRETE3" - CRUSHED WASHEDAGGREGATE2'120'RIGHT-OF-WAY10'BLVD.6' CONCRETESIDEWALK5.5'BICYCLE LANE11.5'TRAVEL LANE11.5'TRAVEL LANE5.5'BICYCLE LANE11.5'TRAVEL LANE11.5'TRAVEL LANE16" - 6" MINUSSUB-BASE COURSE8" - 1-1/2" MINUSCRUSHED BASE COURSE6" - 1-1/2" MINUSCRUSHED BASE COURSE2" (TYP.) TYPE BASPHALT PAVEMENTBOTTOM LIFT2" (TYP.) TYPE BASPHALT PAVEMENTTOP LIFT2" (TYP.) TYPE BASPHALT PAVEMENTBOTTOM LIFT2" (TYP.) TYPE BASPHALT PAVEMENTTOP LIFT16" - 6" MINUSSUB-BASE COURSE8" - 1-1/2" MINUSCRUSHED BASE COURSE1.25'0.75'STANDARD CATCHCURB & GUTTERCOB STD. DWG.NO. 02528-1STANDARD SPILLCURB & GUTTERCOB STD. DWG.NO. 02528-1STANDARD CATCHCURB & GUTTERCOB STD. DWG.NO. 02528-1STANDARD SPILLCURB & GUTTERCOB STD. DWG.NO. 02528-16" - CONCRETEMEDIAN CAPOR LANDSCAPEDMEDIAN AS SHOWNIN ROADWAY PLANS6'BLVD.10'SHARED-USE PATH9" - 1-1/2" MINUSCRUSHED BASE COURSE2-1/2" (TYP.) TYPE BASPHALT PAVEMENT4" - TOP SOILVARIESVARIESVARIESCENTER MEDIANEX. GROUNDEX. GROUND2:1 CUT SLOPE4:1 FILL SLOPEEX. GROUNDEX. GROUND4:1 FILL SLOPE2:1 CUT SLOPE3.0 %1.5 %1.5 %3.0 %4" - TOP SOIL1'1'MIRAFI 160N NON-WOVENSEPARATION FABRIC ORAPPROVED EQUALMIRAFI 160N NON-WOVENSEPARATION FABRIC ORAPPROVED EQUAL0.75'0.75'0.75'0.75'6" - M-4000CONCRETE3" - CRUSHED WASHEDAGGREGATEVERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2022COPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\PROJECTS\0417\085 - COTTONWOOD ROAD\ACAD\SHEETS\TYPICAL SECTIONS.DWG PLOTTED BY:BEN SLAKEY ON Apr/20/2022REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientists COTTONWOOD ROAD (OAK TO BAXTER)BOZEMANMONTANACOTTONWOOD ROAD TYPICAL SECTIONS0417.08512RD-1BEVBEVSWF04/2022SWF04/2022TYPICAL SECTION NO. 2STA. 32+10.92 TO 35+72.79SCALE: 1" = 5'TYPICAL SECTION NO. 1STA. 28+80.00 TO 32+10.92STA. 35+72.79 TO 37+52.73STA. 48+74.49 TO 51+02.43SCALE: 1" = 5'GENERAL NOTES1. FOR TYPICAL SECTIONS WITHVARYING CROSS-SLOPE, SEE THECROSS-SECTIONS FOR ACTUALCROSS-SLOPE.2. ALL CONCRETE SIDEWALK SHALLBE 6" THICK AND CONSTRUCTEDPER COB STD DTL DWG 02529-15,INCLUDING 1.5 LBS. OF FIBERMESHPER CY OF CONCRETE.3. CONTRACTOR SHALL MAKE A NEATVERTICAL SAWCUT OF THEEXISTING ASPHALT PRIOR TO NEWASPHALT PLACEMENT.4. STREET MAY NOT BE CENTERED INRIGHT-OF-WAY.5. CONTRACTOR SHALL COMPACTSUBGRADE PER SECTION 02230 OFMPWSS.6. CONTRACTOR SHALL COMPACTSUBBASE COURSE PER SECTION02234 OF MPWSS.7. CONTRACTOR SHALL COMPACTCRUSHED BASE COURSE PERSECTION 02235 OF MPWSS.8. CONTRACTOR SHALL COMPACTTYPE B ASPHALT PER SECTION02510 OF MPWSS.9. ASPHALT PAVEMENT SHALLEXTEND ~1/4" ABOVE THE LIP OFCURB.STA. 28+63.52TRANS. FROM EXISTING CONDITIONTO TYPICAL SECTION NO. 1STA. 51+02.43TRANS. TO ROUNDABOUTAPPROACH SECTION04/20/2022RECORD DRAWING040404040404044040444040444/2/2/2/2/2/2/2/2/2/2/2/2//2///0/0/0/0/0/0/0/0/0/0/0/0/0/0//20202020202020202020202020000222222222222222222222222222222200 2'120'RIGHT-OF-WAY10'BLVD.6' CONCRETESIDEWALK5.5'BICYCLE LANE11.5'TRAVEL LANE11.5'TRAVEL LANE5.5'BICYCLE LANE11.5'TRAVEL LANE11.5'TRAVEL LANE2" (TYP.) TYPE BASPHALT PAVEMENTBOTTOM LIFT2" (TYP.) TYPE BASPHALT PAVEMENTTOP LIFT2" (TYP.) TYPE BASPHALT PAVEMENTBOTTOM LIFT2" (TYP.) TYPE BASPHALT PAVEMENTTOP LIFT8" - 1-1/2" MINUSCRUSHED BASE COURSE1.25'0.75'STANDARD CATCHCURB & GUTTERCOB STD. DWG.NO. 02528-1STANDARD CATCHCURB & GUTTERCOB STD. DWG.NO. 02528-16'BLVD.10'SHARED-USE PATH2-1/2" (TYP.) TYPE BASPHALT PAVEMENT4" - TOP SOIL1'1'EX. GROUNDEX. GROUND4:1 FILL SLOPE2:1 CUT SLOPEEX. GROUNDEX. GROUND4:1 FILL SLOPE2:1 CUT SLOPE1.5 %3.0 %3.0 %1.5 %4" - TOP SOIL16" - 6" MINUSSUB-BASE COURSE16" - 6" MINUSSUB-BASE COURSE9" - 1-1/2" MINUSCRUSHED BASE COURSEMIRAFI 160N NON-WOVENSEPARATION FABRIC ORAPPROVED EQUALMIRAFI 160N NON-WOVENSEPARATION FABRIC ORAPPROVED EQUAL0.75'0.75'3" - CRUSHED WASHEDAGGREGATE6" - M-4000CONCRETE2'120'RIGHT-OF-WAY4'RAISEDMEDIAN10'BLVD.6' CONCRETESIDEWALK5.5'BICYCLE LANE11.5'TRAVEL LANE11.5'TRAVEL LANE5.5'BICYCLE LANE11.5'TRAVEL LANE11.5'TRAVEL LANE8" - 1-1/2" MINUSCRUSHED BASE COURSE6" - 1-1/2" MINUSCRUSHED BASE COURSE2" (TYP.) TYPE BASPHALT PAVEMENTBOTTOM LIFT2" (TYP.) TYPE BASPHALT PAVEMENTTOP LIFT2" (TYP.) TYPE BASPHALT PAVEMENTBOTTOM LIFT2" (TYP.) TYPE BASPHALT PAVEMENTTOP LIFT8" - 1-1/2" MINUSCRUSHED BASE COURSE1.25'0.75'STANDARD CATCHCURB & GUTTERCOB STD. DWG.NO. 02528-1STANDARD SPILLCURB & GUTTERCOB STD. DWG.NO. 02528-1STANDARD CATCHCURB & GUTTERCOB STD. DWG.NO. 02528-16" - CONCRETEMEDIAN CAP6'BLVD.10'SHARED-USE PATH2-1/2" (TYP.) TYPE BASPHALT PAVEMENT4" - TOP SOIL1'1'STANDARD SPILLCURB & GUTTERCOB STD. DWG.NO. 02528-14'PAINTEDMEDIANEX. GROUNDEX. GROUND4:1 FILL SLOPE2:1 CUT SLOPEEX. GROUNDEX. GROUND4:1 FILL SLOPE2:1 CUT SLOPE1.5 %3.0 %3.0 %1.5 %4" - TOP SOIL16" - 6" MINUSSUB-BASE COURSE16" - 6" MINUSSUB-BASE COURSE9" - 1-1/2" MINUSCRUSHED BASE COURSEMIRAFI 160N NON-WOVENSEPARATION FABRIC ORAPPROVED EQUALMIRAFI 160N NON-WOVENSEPARATION FABRIC ORAPPROVED EQUAL12'LEFT TURN LANE0.75'0.75'0.75'0.75'6" - M-4000CONCRETE3" - CRUSHED WASHEDAGGREGATEVERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2022COPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\PROJECTS\0417\085 - COTTONWOOD ROAD\ACAD\SHEETS\TYPICAL SECTIONS.DWG PLOTTED BY:BEN SLAKEY ON Apr/20/2022REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientists COTTONWOOD ROAD (OAK TO BAXTER)BOZEMANMONTANACOTTONWOOD ROAD TYPICAL SECTIONS0417.08513RD-2BEVBEVSWF04/2022SWF04/2022TYPICAL SECTION NO. 4STA. 39+02.86 TO 40+05.88STA. 45+61.38 TO 46+52.90SCALE: 1" = 5'TYPICAL SECTION NO. 3STA. 37+52.73 TO 39+02.86STA. 44+44.17 TO 45+61.38SCALE: 1" = 5'GENERAL NOTES1. FOR TYPICAL SECTIONS WITHVARYING CROSS-SLOPE, SEE THECROSS-SECTIONS FOR ACTUALCROSS-SLOPE.2. ALL CONCRETE SIDEWALK SHALLBE 6" THICK AND CONSTRUCTEDPER COB STD DTL DWG 02529-15,INCLUDING 1.5 LBS. OF FIBERMESHPER CY OF CONCRETE.3. CONTRACTOR SHALL MAKE A NEATVERTICAL SAWCUT OF THEEXISTING ASPHALT PRIOR TO NEWASPHALT PLACEMENT.4. STREET MAY NOT BE CENTERED INRIGHT-OF-WAY.5. CONTRACTOR SHALL COMPACTSUBGRADE PER SECTION 02230 OFMPWSS.6. CONTRACTOR SHALL COMPACTSUBBASE COURSE PER SECTION02234 OF MPWSS.7. CONTRACTOR SHALL COMPACTCRUSHED BASE COURSE PERSECTION 02235 OF MPWSS.8. CONTRACTOR SHALL COMPACTTYPE B ASPHALT PER SECTION02510 OF MPWSS.9. ASPHALT PAVEMENT SHALLEXTEND ~1/4" ABOVE THE LIP OFCURB.STA. 40+05.88TRANS. TO TYPICAL SECTION NO. 5STA. 46+52.90TRANS. TO TYPICAL SECTION NO. 5STA. 39+02.86TRANS. TO TYPICAL SECTION NO. 4STA. 45+61.38TRANS. TO TYPICAL SECTION NO. 404/20/2022RECORD DRAWING040404040404044040444040444/2/2/2/2/2/2/2/2/2/2/2/2//2///0/0/0/0/0/0/0/0/0/0/0/0/0/0//20202020202020202020202020000222222222222222222222222222222200 2'120'RIGHT-OF-WAY10'BLVD.6' CONCRETESIDEWALK5.5'BICYCLE LANE11.5'TRAVEL LANE11.5'TRAVEL LANEVARIES2.17' - 4'RAISEDMEDIAN5.5'BICYCLE LANE11.5'TRAVEL LANE11.5' TRAVEL LANEVARIES FORTURN LANE8" - 1-1/2" MINUSCRUSHED BASE COURSE6" - 1-1/2" MINUSCRUSHED BASE COURSE2" (TYP.) TYPE BASPHALT PAVEMENTBOTTOM LIFT2" (TYP.) TYPE BASPHALT PAVEMENTTOP LIFT2" (TYP.) TYPE BASPHALT PAVEMENTBOTTOM LIFT2" (TYP.) TYPE BASPHALT PAVEMENTTOP LIFT8" - 1-1/2" MINUSCRUSHED BASE COURSE1.25'0.75'STANDARD CATCHCURB & GUTTERCOB STD. DWG.NO. 02528-1STANDARD SPILLCURB & GUTTERCOB STD. DWG.NO. 02528-1STANDARD CATCHCURB & GUTTERCOB STD. DWG.NO. 02528-1STANDARD SPILLCURB & GUTTERCOB STD. DWG.NO. 02528-16" - CONCRETEMEDIAN CAP6'BLVD.10'SHARED-USE PATH2-1/2" (TYP.) TYPE BASPHALT PAVEMENT4" - TOP SOIL1'1'12'LEFT TURN LANE0' - 4'PAINTEDMEDIANEX. GROUNDEX. GROUND4:1 FILL SLOPE2:1 CUT SLOPEEX. GROUNDEX. GROUND4:1 FILL SLOPE2:1 CUT SLOPE1.5 %3.0 %3.0 %1.5 %4" - TOP SOIL16" - 6" MINUSSUB-BASE COURSE16" - 6" MINUSSUB-BASE COURSE9" - 1-1/2" MINUSCRUSHED BASE COURSEMIRAFI 160N NON-WOVENSEPARATION FABRIC ORAPPROVED EQUALMIRAFI 160N NON-WOVENSEPARATION FABRIC ORAPPROVED EQUAL0.75'0.75'0.75'0.75'3" - CRUSHED WASHEDAGGREGATE6" - M-4000CONCRETE2'120'RIGHT-OF-WAY10'BLVD.6' CONCRETESIDEWALK5.5'BICYCLE LANE11.5'TRAVEL LANE11.5'TRAVEL LANE4'RAISEDMEDIAN5.5'BICYCLE LANE11.5'TRAVEL LANE11.5'TRAVEL LANE8" - 1-1/2" MINUSCRUSHED BASE COURSE6" - 1-1/2" MINUSCRUSHED BASE COURSE2" (TYP.) TYPE BASPHALT PAVEMENTBOTTOM LIFT2" (TYP.) TYPE BASPHALT PAVEMENTTOP LIFT2" (TYP.) TYPE BASPHALT PAVEMENTBOTTOM LIFT2" (TYP.) TYPE BASPHALT PAVEMENTTOP LIFT8" - 1-1/2" MINUSCRUSHED BASE COURSE1.25'0.75'STANDARD CATCHCURB & GUTTERCOB STD. DWG.NO. 02528-1STANDARD SPILLCURB & GUTTERCOB STD. DWG.NO. 02528-1STANDARD CATCHCURB & GUTTERCOB STD. DWG.NO. 02528-1STANDARD SPILLCURB & GUTTERCOB STD. DWG.NO. 02528-16" - CONCRETEMEDIAN CAP6'BLVD.10'SHARED-USE PATH2-1/2" (TYP.) TYPE BASPHALT PAVEMENT4" - TOP SOIL1'1'12'LEFT TURN LANE4' PAINTEDMEDIANEX. GROUNDEX. GROUND4:1 FILL SLOPE2:1 CUT SLOPEEX. GROUNDEX. GROUND4:1 FILL SLOPE2:1 CUT SLOPE1.5 %3.0 %3.0 %1.5 %4" - TOP SOIL16" - 6" MINUSSUB-BASE COURSE16" - 6" MINUSSUB-BASE COURSE9" - 1-1/2" MINUSCRUSHED BASE COURSEMIRAFI 160N NON-WOVENSEPARATION FABRIC ORAPPROVED EQUALMIRAFI 160N NON-WOVENSEPARATION FABRIC ORAPPROVED EQUAL0.75'0.75'0.75'0.75'3" - CRUSHED WASHEDAGGREGATE6" - M-4000CONCRETEVERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2022COPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\PROJECTS\0417\085 - COTTONWOOD ROAD\ACAD\SHEETS\TYPICAL SECTIONS.DWG PLOTTED BY:BEN SLAKEY ON Apr/20/2022REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientists COTTONWOOD ROAD (OAK TO BAXTER)BOZEMANMONTANACOTTONWOOD ROAD TYPICAL SECTIONS0417.08514RD-3BEVBEVSWF04/2022SWF04/2022TYPICAL SECTION NO. 6STA. 41+23.40 TO 42+27.52SCALE: 1" = 5'TYPICAL SECTION NO. 5STA. 40+05.88 TO 41+23.40STA. 46+52.90 TO 48+02.90SCALE: 1" = 5'GENERAL NOTES1. FOR TYPICAL SECTIONS WITHVARYING CROSS-SLOPE, SEE THECROSS-SECTIONS FOR ACTUALCROSS-SLOPE.2. ALL CONCRETE SIDEWALK SHALLBE 6" THICK AND CONSTRUCTEDPER COB STD DTL DWG 02529-15,INCLUDING 1.5 LBS. OF FIBERMESHPER CY OF CONCRETE.3. CONTRACTOR SHALL MAKE A NEATVERTICAL SAWCUT OF THEEXISTING ASPHALT PRIOR TO NEWASPHALT PLACEMENT.4. STREET MAY NOT BE CENTERED INRIGHT-OF-WAY.5. CONTRACTOR SHALL COMPACTSUBGRADE PER SECTION 02230 OFMPWSS.6. CONTRACTOR SHALL COMPACTSUBBASE COURSE PER SECTION02234 OF MPWSS.7. CONTRACTOR SHALL COMPACTCRUSHED BASE COURSE PERSECTION 02235 OF MPWSS.8. CONTRACTOR SHALL COMPACTTYPE B ASPHALT PER SECTION02510 OF MPWSS.9. ASPHALT PAVEMENT SHALLEXTEND ~1/4" ABOVE THE LIP OFCURB.STA. 42+27.52 TO STA. 43+39.64TRANS. TYPICAL SECTION NO. 6 TOTYPICAL SECTION NO. 7STA. 41+23.40TRANS. TO TYPICAL SECTION NO. 6STA. 48+02.90TRANS. TO TYPICAL SECTION NO. 804/20/2022RECORD DRAWING040404040404044040444040444/2/2/2/2/2/2/2/2/2/2/2/2//2///0/0/0/0/0/0/0/0/0/0/0/0/0/0//20202020202020202020202020000222222222222222222222222222222200 2'120'RIGHT-OF-WAY10'BLVD.6' CONCRETESIDEWALK5.5'BICYCLE LANE11.5'TRAVEL LANE11.5'TRAVEL LANEVARIES4' - 7.98'RAISEDMEDIAN5.5'BICYCLE LANE11.5'TRAVEL LANE11.5'TRAVEL LANE8" - 1-1/2" MINUSCRUSHED BASE COURSE6" - 1-1/2" MINUSCRUSHED BASE COURSE2" (TYP.) TYPE BASPHALT PAVEMENTBOTTOM LIFT2" (TYP.) TYPE BASPHALT PAVEMENTTOP LIFT2" (TYP.) TYPE BASPHALT PAVEMENTBOTTOM LIFT2" (TYP.) TYPE BASPHALT PAVEMENTTOP LIFT8" - 1-1/2" MINUSCRUSHED BASE COURSE1.25'0.75'STANDARD CATCHCURB & GUTTERCOB STD. DWG.NO. 02528-1STANDARD SPILLCURB & GUTTERCOB STD. DWG.NO. 02528-1STANDARD CATCHCURB & GUTTERCOB STD. DWG.NO. 02528-1STANDARD SPILLCURB & GUTTERCOB STD. DWG.NO. 02528-16" - CONCRETEMEDIAN CAP6'BLVD.10'SHARED-USE PATH2-1/2" (TYP.) TYPE BASPHALT PAVEMENT4" - TOP SOIL1'1'12'LEFT TURN LANE0' - 4'PAINTEDMEDIANEX. GROUNDEX. GROUND4:1 FILL SLOPE2:1 CUT SLOPEEX. GROUNDEX. GROUND4:1 FILL SLOPE2:1 CUT SLOPE1.5 %3.0 %3.0 %1.5 %4" - TOP SOIL16" - 6" MINUSSUB-BASE COURSE16" - 6" MINUSSUB-BASE COURSE9" - 1-1/2" MINUSCRUSHED BASE COURSEMIRAFI 160N NON-WOVENSEPARATION FABRIC ORAPPROVED EQUALMIRAFI 160N NON-WOVENSEPARATION FABRIC ORAPPROVED EQUAL0.75'0.75'0.75'0.75'3" - CRUSHED WASHEDAGGREGATE6" - M-4000CONCRETE2'120'RIGHT-OF-WAYVARIES2.17' - 4'RAISEDMEDIAN10'BLVD.6' CONCRETESIDEWALK5.5'BICYCLE LANE11.5'TRAVEL LANE11.5'TRAVEL LANE5.5'BICYCLE LANE11.5'TRAVEL LANE11.5'TRAVEL LANE8" - 1-1/2" MINUSCRUSHED BASE COURSE6" - 1-1/2" MINUSCRUSHED BASE COURSE2" (TYP.) TYPE BASPHALT PAVEMENTBOTTOM LIFT2" (TYP.) TYPE BASPHALT PAVEMENTTOP LIFT2" (TYP.) TYPE BASPHALT PAVEMENTBOTTOM LIFT2" (TYP.) TYPE BASPHALT PAVEMENTTOP LIFT8" - 1-1/2" MINUSCRUSHED BASE COURSE1.25'0.75'STANDARD CATCHCURB & GUTTERCOB STD. DWG.NO. 02528-1STANDARD SPILLCURB & GUTTERCOB STD. DWG.NO. 02528-1STANDARD CATCHCURB & GUTTERCOB STD. DWG.NO. 02528-16" - CONCRETEMEDIAN CAP6'BLVD.10'SHARED-USE PATH2-1/2" (TYP.) TYPE BASPHALT PAVEMENT4" - TOP SOIL1'1'STANDARD SPILLCURB & GUTTERCOB STD. DWG.NO. 02528-10' - 4'PAINTEDMEDIANEX. GROUNDEX. GROUND4:1 FILL SLOPE2:1 CUT SLOPEEX. GROUNDEX. GROUND4:1 FILL SLOPE2:1 CUT SLOPE1.5 %3.0 %3.0 %1.5 %4" - TOP SOIL16" - 6" MINUSSUB-BASE COURSE16" - 6" MINUSSUB-BASE COURSE9" - 1-1/2" MINUSCRUSHED BASE COURSEMIRAFI 160N NON-WOVENSEPARATION FABRIC ORAPPROVED EQUALMIRAFI 160N NON-WOVENSEPARATION FABRIC ORAPPROVED EQUAL12'LEFT TURN LANE0.75'0.75'0.75'0.75'3" - CRUSHED WASHEDAGGREGATE6" - M-4000CONCRETEVERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2022COPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\PROJECTS\0417\085 - COTTONWOOD ROAD\ACAD\SHEETS\TYPICAL SECTIONS.DWG PLOTTED BY:BEN SLAKEY ON Apr/20/2022REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientists COTTONWOOD ROAD (OAK TO BAXTER)BOZEMANMONTANACOTTONWOOD ROAD TYPICAL SECTIONS0417.08515RD-4BEVBEVSWF04/2022SWF04/2022TYPICAL SECTION NO. 8STA. 48+02.90 TO 48+74.49SCALE: 1" = 5'TYPICAL SECTION NO. 7STA. 43+39.64 TO 44+44.17SCALE: 1" = 5'GENERAL NOTES1. FOR TYPICAL SECTIONS WITHVARYING CROSS-SLOPE, SEE THECROSS-SECTIONS FOR ACTUALCROSS-SLOPE.2. ALL CONCRETE SIDEWALK SHALLBE 6" THICK AND CONSTRUCTEDPER COB STD DTL DWG 02529-15,INCLUDING 1.5 LBS. OF FIBERMESHPER CY OF CONCRETE.3. CONTRACTOR SHALL MAKE A NEATVERTICAL SAWCUT OF THEEXISTING ASPHALT PRIOR TO NEWASPHALT PLACEMENT.4. STREET MAY NOT BE CENTERED INRIGHT-OF-WAY.5. CONTRACTOR SHALL COMPACTSUBGRADE PER SECTION 02230 OFMPWSS.6. CONTRACTOR SHALL COMPACTSUBBASE COURSE PER SECTION02234 OF MPWSS.7. CONTRACTOR SHALL COMPACTCRUSHED BASE COURSE PERSECTION 02235 OF MPWSS.8. CONTRACTOR SHALL COMPACTTYPE B ASPHALT PER SECTION02510 OF MPWSS.9. ASPHALT PAVEMENT SHALLEXTEND ~1/4" ABOVE THE LIP OFCURB.STA. 40+22.50TRANS. TO TYPICAL SECTION NO. 5STA. 48+74.49 TO APPROX. STA 50+90TRANS. TO TYPICAL SECTION NO. 1STA. 44+44.17TRANS. TO TYPICAL SECTION NO. 304/20/2022RECORD DRAWING040404040404044040444040444/2/2/2/2/2/2/2/2/2/2/2/2//2///0/0/0/0/0/0/0/0/0/0/0/0/0/0//20202020202020202020202020000222222222222222222222222222222200 120'RIGHT-OF-WAYVARIESTRAVEL LANE5.5'BICYCLE LANE11.5'TRAVEL LANE11.5'TRAVEL LANE8" - 1-1/2" MINUSCRUSHED BASE COURSE2" (TYP.) TYPE BASPHALT PAVEMENTBOTTOM LIFT2" (TYP.) TYPE BASPHALT PAVEMENTTOP LIFT2" (TYP.) TYPE BASPHALT PAVEMENTBOTTOM LIFT2" (TYP.) TYPE BASPHALT PAVEMENTTOP LIFT8" - 1-1/2" MINUSCRUSHED BASE COURSESTANDARD CATCHCURB & GUTTERCOB STD. DWG.NO. 02528-1VARIESBLVD.4" - TOP SOILVARIESVARIESVARIESPAINTED MEDIANEX. GROUNDEX. GROUND4:1 FILL SLOPE2:1 CUT SLOPEEX. GROUNDEX. GROUND4:1 FILL SLOPE2:1 CUT SLOPE4:1 SLOPE3.0 %3.0 %16" - 6" MINUSSUB-BASE COURSE16" - 6" MINUSSUB-BASE COURSEMIRAFI 160N NON-WOVENSEPARATION FABRIC ORAPPROVED EQUALMIRAFI 160N NON-WOVENSEPARATION FABRIC ORAPPROVED EQUAL0.75'10.6'5.0'6.0'VARIES 46:1TO 20:1 SLOPE6' CONCRETESIDEWALK1'1.5 %6" - M-4000CONCRETE3" - CRUSHED WASHEDAGGREGATE120'RIGHT-OF-WAY3.4'SHLDR.19.52'TRAVEL LANE8" - 1-1/2" MINUSCRUSHED BASE COURSE2" (TYP.) TYPE BASPHALT PAVEMENTBOTTOM LIFT2" (TYP.) TYPE BASPHALT PAVEMENTTOP LIFT2" (TYP.) TYPE BASPHALT PAVEMENTBOTTOM LIFT2" (TYP.) TYPE BASPHALT PAVEMENTTOP LIFT8" - 1-1/2" MINUSCRUSHED BASE COURSESTANDARD CATCHCURB & GUTTERCOB STD. DWG.NO. 02528-14" - TOP SOILVARIESVARIESEX. GROUNDEX. GROUND4:1 FILL SLOPE2:1 CUT SLOPEEX. GROUND4:1 CUT SLOPE4:1 SLOPE0.88 %3.0 %16" - 6" MINUSSUB-BASE COURSE16" - 6" MINUSSUB-BASE COURSEMIRAFI 160N NON-WOVENSEPARATION FABRIC ORAPPROVED EQUALMIRAFI 160N NON-WOVENSEPARATION FABRIC ORAPPROVED EQUAL0.75'9.0'15.0'8.59:1 SLOPE6' CONCRETESIDEWALK1.5 %6" - M-4000CONCRETE3" - CRUSHED WASHEDAGGREGATE6.96'PAINTED MEDIAN16.08'BLVD.11.5'TRAVEL LANE4.0'SHLDR.VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2022COPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\PROJECTS\0417\085 - COTTONWOOD ROAD\ACAD\SHEETS\TYPICAL SECTIONS.DWG PLOTTED BY:BEN SLAKEY ON Apr/20/2022REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientists COTTONWOOD ROAD (OAK TO BAXTER)BOZEMANMONTANACOTTONWOOD ROAD TYPICAL SECTIONS0417.08516RD-5BEVBEVSWF04/2022SWF04/2022TYPICAL SECTION NO. 9STA. 56+27.98 TO 57+17.50SCALE: 1" = 5'GENERAL NOTES1. FOR TYPICAL SECTIONS WITHVARYING CROSS-SLOPE, SEE THECROSS-SECTIONS FOR ACTUALCROSS-SLOPE.2. ALL CONCRETE SIDEWALK SHALLBE 6" THICK AND CONSTRUCTEDPER COB STD DTL DWG 02529-15,INCLUDING 1.5 LBS. OF FIBERMESHPER CY OF CONCRETE.3. CONTRACTOR SHALL MAKE A NEATVERTICAL SAWCUT OF THEEXISTING ASPHALT PRIOR TO NEWASPHALT PLACEMENT.4. STREET MAY NOT BE CENTERED INRIGHT-OF-WAY.5. CONTRACTOR SHALL COMPACTSUBGRADE PER SECTION 02230 OFMPWSS.6. CONTRACTOR SHALL COMPACTSUBBASE COURSE PER SECTION02234 OF MPWSS.7. CONTRACTOR SHALL COMPACTCRUSHED BASE COURSE PERSECTION 02235 OF MPWSS.8. CONTRACTOR SHALL COMPACTTYPE B ASPHALT PER SECTION02510 OF MPWSS.9. ASPHALT PAVEMENT SHALLEXTEND ~1/4" ABOVE THE LIP OFCURB.STA. 56+45.66END RT TRAVEL LANESTA. 57+17.50 - 57+78.16TRANS.TO TYPICAL SECTION NO. 10TYPICAL SECTION NO. 10STA. 57+78.16 ONLYSCALE: 1" = 5'STA. 57+78.16 - 58+25.00 TRANS. TOTYPICAL NO. 11STA. 57+78.16 BEGIN LEFT SIDEPOND GRADING04/20/2022RECORD DRAWING040404040404044040444040444/2/2/2/2/2/2/2/2/2/2/2/2//2///0/0/0/0/0/0/0/0/0/0/0/0/0/0//20202020202020202020202020000222222222222222222222222222222200 120'RIGHT-OF-WAY2.7' - 1.6'SHLDR.17.52' - 12.4'TRAVEL LANE2" (TYP.) TYPE BASPHALT PAVEMENTTOP LIFT2" (TYP.) TYPE BASPHALT PAVEMENTBOTTOM LIFT2" (TYP.) TYPE BASPHALT PAVEMENTTOP LIFT8" - 1-1/2" MINUSCRUSHED BASE COURSESTANDARD CATCHCURB & GUTTERCOB STD. DWG.NO. 02528-14" - TOP SOILEX. GROUNDEXISTINGGROUND4:1 SLOPE3.0 %16" - 6" MINUSSUB-BASE COURSEMIRAFI 160N NON-WOVENSEPARATION FABRIC ORAPPROVED EQUAL0.75'8.3'9.4' - 0'6.36:1 SLOPEEX. CONCRETESIDEWALKVARIES0' TO 3.83'PAINTED MEDIANVARIESBLVD.11.2' - 12.4'TRAVEL LANE3.5' - 1.5'SHLDR.3.0 %31.8' - 48.9'4:1 SLOPE72.46:1 TO 200:1 SLOPE120'RIGHT-OF-WAY1.6'SHLDR.12.33' - 12.4'TRAVEL LANE8" - 1-1/2" MINUSCRUSHED BASE COURSE2" (TYP.) TYPE BASPHALT PAVEMENTBOTTOM LIFT2" (TYP.) TYPE BASPHALT PAVEMENTTOP LIFTSTANDARD CATCHCURB & GUTTERCOB STD. DWG.NO. 02528-14" - TOP SOILEX. GROUNDEXISTINGGROUNDSLOPE VARIES3.0 %16" - 6" MINUSSUB-BASE COURSEMIRAFI 160N NON-WOVENSEPARATION FABRIC ORAPPROVED EQUAL0.75'VARIESEX. CONCRETESIDEWALKVARIES12.44' - 12.47'TRAVEL LANE1.5'SHLDR.3.0 % -4.03%46.7' - 48.9'4:1 SLOPE200:1 SLOPE8.4'BLVD.STANDARD CATCHCURB & GUTTERCOB STD. DWG.NO. 02528-1VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2022COPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\PROJECTS\0417\085 - COTTONWOOD ROAD\ACAD\SHEETS\TYPICAL SECTIONS.DWG PLOTTED BY:BEN SLAKEY ON Apr/20/2022REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientists COTTONWOOD ROAD (OAK TO BAXTER)BOZEMANMONTANACOTTONWOOD ROAD TYPICAL SECTIONS0417.08517RD-6BEVBEVSWF04/2022SWF04/2022TYPICAL SECTION NO. 11STA. 58+25.00 TO 59+56.53SCALE: 1" = 5'GENERAL NOTES1. FOR TYPICAL SECTIONS WITHVARYING CROSS-SLOPE, SEE THECROSS-SECTIONS FOR ACTUALCROSS-SLOPE.2. CONTRACTOR SHALL MAKE A NEATVERTICAL SAWCUT OF THEEXISTING ASPHALT PRIOR TO NEWASPHALT PLACEMENT.3. STREET MAY NOT BE CENTERED INRIGHT-OF-WAY.4. CONTRACTOR SHALL COMPACTSUBGRADE PER SECTION 02230 OFMPWSS.5. CONTRACTOR SHALL COMPACTSUBBASE COURSE PER SECTION02234 OF MPWSS.6. CONTRACTOR SHALL COMPACTCRUSHED BASE COURSE PERSECTION 02235 OF MPWSS.7. CONTRACTOR SHALL COMPACTTYPE B ASPHALT PER SECTION02510 OF MPWSS.8. ASPHALT PAVEMENT SHALLEXTEND ~1/4" ABOVE THE LIP OFCURB.STA. 58+65.72END PAINTED MEDIANSTA. 59+56.53TRANS.TO TYPICAL SECTION NO. 12TYPICAL SECTION NO. 12STA. 59+56.53 - 59+75.00SCALE: 1" = 5'STA. 59+75.00END COTTONWOOD ROAD IMPROVEMENTS04/20/2022RECORD DRAWING040404040404044040444040444/2/2/2/2/2/2/2/2/2/2/2/2//2///0/0/0/0/0/0/0/0/0/0/0/0/0/0//20202020202020202020202020000222222222222222222222222222222200 100'RIGHT-OF-WAY10.2' - 11.7'TRAVEL LANE2" (TYP.) TYPE BASPHALTPAVEMENTBOTTOM LIFT2" (TYP.) TYPE BASPHALTPAVEMENTTOP LIFT8" - 1-1/2" MINUSCRUSHED BASE COURSE4'DITCHBOTTOMVARIESVARIESEX. GROUNDEX. GROUND4:1 SLOPE4:1 SLOPE10.6'1.8' - 2.0'SHLD.1.8' - 1.9'SHLD.10.2' - 10.5'TRAVEL LANE16" - 6" MINUSSUB-BASE COURSEMIRAFI 160N NON-WOVENSEPARATION FABRIC ORAPPROVED EQUAL4:1 SLOPE5.0 %6.0'DITCHBOTTOM10.6'4:1 SLOPE3'5.0 %3.0 %3.0 %100'RIGHT-OF-WAY11.6'TRAVEL LANE2" (TYP.) TYPE BASPHALT PAVEMENTBOTTOM LIFT2" (TYP.) TYPE BASPHALT PAVEMENTTOP LIFT8" - 1-1/2" MINUSCRUSHED BASE COURSEEX. GROUNDEX. GROUND4.49:1 EX. SLOPE2.09:1 EX. SLOPE15.60'VARIES16" - 6" MINUSSUB-BASE COURSEMIRAFI 160N NON-WOVENSEPARATION FABRIC ORAPPROVED EQUAL4:12.85 %EX. DITCHBOTTOM12.2'TRAVEL LANE8.1'2.1 %1.9 %VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2022COPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\PROJECTS\0417\085 - COTTONWOOD ROAD\ACAD\SHEETS\TYPICAL SECTIONS.DWG PLOTTED BY:BEN SLAKEY ON Apr/20/2022REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientists COTTONWOOD ROAD (OAK TO BAXTER)BOZEMANMONTANABAXTER LANE TYPICAL SECTIONS0417.08518RD-7BEVBEVSWF04/2022SWF04/2022TYPICAL SECTION NO. 14STA. 197+50.00 TO 198+25.71SCALE: 1" = 5'TYPICAL SECTION NO. 13STA. 197+20.30 ONLYSCALE: 1" = 5'GENERAL NOTES1. FOR TYPICAL SECTIONS WITHVARYING CROSS-SLOPE, SEE THECROSS-SECTIONS FOR ACTUALCROSS-SLOPE.2. CONTRACTOR SHALL MAKE A NEATVERTICAL SAWCUT OF THEEXISTING ASPHALT PRIOR TO NEWASPHALT PLACEMENT.3. STREET MAY NOT BE CENTERED INRIGHT-OF-WAY.4. CONTRACTOR SHALL COMPACTSUBGRADE PER SECTION 02230 OFMPWSS.5. CONTRACTOR SHALL COMPACTSUBBASE COURSE PER SECTION02234 OF MPWSS.6. CONTRACTOR SHALL COMPACTCRUSHED BASE COURSE PERSECTION 02235 OF MPWSS.7. CONTRACTOR SHALL COMPACTTYPE B ASPHALT PER SECTION02510 OF MPWSS.8. CONTRACTOR TO GRADE A 1.5%SLOPE BENCH AT THE FUTURESIDEWALK LOCATION SHOWN INTHE PLANS.STA. 197+20.29 - 197+50.00TRANS. TO TYPICAL SECTION NO. 14STA. 198+25.71TRANS. TO TYPICAL SECTION NO. 1504/20/2022RECORD DRAWING040404040404044040444040444/2/2/2/2/2/2/2/2/2/2/2/2//2///0/0/0/0/0/0/0/0/0/0/0/0/0/0//20202020202020202020202020000222222222222222222222222222222200 100'RIGHT-OF-WAY11.7'TRAVEL LANE2" (TYP.) TYPE BASPHALT PAVEMENTBOTTOM LIFT2" (TYP.) TYPE BASPHALT PAVEMENTTOP LIFT8" - 1-1/2" MINUSCRUSHED BASE COURSEEX. GROUND23.5' - 18.0'2.0' - 6.5'SHLD.2.0' - 5.6'SHLD.10.2' - 12.6'PAINTED MEDIAN10.7'TRAVEL LANE16" - 6" MINUSSUB-BASE COURSEMIRAFI 160N NON-WOVENSEPARATION FABRIC ORAPPROVED EQUALSTANDARD CATCHCURB & GUTTERCOB STD. DWG.NO. 02528-16'FUTURESIDEWALK4" - TOP SOIL1'VARIES0.75'1.5%EX. GROUND4:1 FILL SLOPE1.25'0.75'0.75'21.9' - 18.0'BLVD.6'FUTURESIDEWALK1'1.5 %4:1 FILL SLOPE100'RIGHT-OF-WAY11.7'TRAVEL LANE2" (TYP.) TYPE BASPHALT PAVEMENTBOTTOM LIFT2" (TYP.) TYPE BASPHALT PAVEMENTTOP LIFT8" - 1-1/2" MINUSCRUSHED BASE COURSEVARIESVARIESEX. GROUND10.6'2.0'SHLD.1.9' - 2.0'SHLD.0' - 10.2'PAINTED MEDIAN10.5' - 10.7'TRAVEL LANE16" - 6" MINUSSUB-BASE COURSEMIRAFI 160N NON-WOVENSEPARATION FABRIC ORAPPROVED EQUAL4:1 SLOPE4:1 SLOPE5.0 %4'DITCHBOTTOM3'EX. GROUND4:1 SLOPE4:1 SLOPE5.0 %6.0'DITCHBOTTOM10.6'VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2022COPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\PROJECTS\0417\085 - COTTONWOOD ROAD\ACAD\SHEETS\TYPICAL SECTIONS.DWG PLOTTED BY:BEN SLAKEY ON Apr/20/2022REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsCOTTONWOOD ROAD/ (OAK TO BAXTER)BOZEMANMONTANABAXTER LANE TYPICAL SECTIONS0417.08519RD-8BEVBEVSWF04/2022SWF04/2022TYPICAL SECTION NO. 16STA. 201+86.59 TO 202+78.48SCALE: 1" = 5'GENERAL NOTES1. FOR TYPICAL SECTIONS WITHVARYING CROSS-SLOPE, SEE THECROSS-SECTIONS FOR ACTUALCROSS-SLOPE.2. CONTRACTOR SHALL MAKE A NEATVERTICAL SAWCUT OF THEEXISTING ASPHALT PRIOR TO NEWASPHALT PLACEMENT.3. STREET MAY NOT BE CENTERED INRIGHT-OF-WAY.4. CONTRACTOR SHALL COMPACTSUBGRADE PER SECTION 02230 OFMPWSS.5. CONTRACTOR SHALL COMPACTSUBBASE COURSE PER SECTION02234 OF MPWSS.6. CONTRACTOR SHALL COMPACTCRUSHED BASE COURSE PERSECTION 02235 OF MPWSS.7. CONTRACTOR SHALL COMPACTTYPE B ASPHALT PER SECTION02510 OF MPWSS.8. ASPHALT PAVEMENT SHALLEXTEND ~1/4" ABOVE THE LIP OFCURB.TYPICAL SECTION NO. 15STA. 198+25.71 TO 201+86.59SCALE: 1" = 5'STA. 202+78.48TRANSITION TO ROUNDABOUTAPPROACH SECTIONSTA. 201+86.59TRANS. TO TYPICAL SECTION NO. 1604/20/2022RECORD DRAWING040404040404044040444040444/2/2/2/2/2/2/2/2/2/2/2/2//2///0/0/0/0/0/0/0/0/0/0/0/0/0/0//20202020202020202020202020000222222222222222222222222222222200 2'80'RIGHT-OF-WAY5.0'SHLDR.5.0'SHLD.10.0'TRAVEL LANE10.0'TRAVEL LANE2" (TYP.) TYPE BASPHALT PAVEMENTBOTTOM LIFT2" (TYP.) TYPE BASPHALT PAVEMENTTOP LIFT8" - 1-1/2" MINUSCRUSHED BASE COURSE1.25'0.75'STANDARD CATCHCURB & GUTTERCOB STD. DWG.NO. 02528-1STANDARD CATCHCURB & GUTTERCOB STD. DWG.NO. 02528-116.4'BLVD.6'EX. SIDEWALK4" - TOP SOIL1'EX. GROUNDEX. GROUND4:1 FILL SLOPE2:1 CUT SLOPE3.0 %3.0 %VARIES16" - 6" MINUSSUB-BASE COURSEMIRAFI 160N NON-WOVENSEPARATION FABRIC ORAPPROVED EQUAL0.75'0.75'VARIES16.0'PAINTED MEDIANVERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2022COPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\PROJECTS\0417\085 - COTTONWOOD ROAD\ACAD\SHEETS\TYPICAL SECTIONS.DWG PLOTTED BY:BEN SLAKEY ON Apr/20/2022REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsCOTTONWOOD ROAD/ (OAK TO BAXTER)BOZEMANMONTANABAXTER LANE TYPICAL SECTIONS0417.08520RD-9BEVBEVSWF04/2022SWF04/2022TYPICAL SECTION NO. 17STA. 209+15.03 TO 210+25.00SCALE: 1" = 5'GENERAL NOTES1. FOR TYPICAL SECTIONS WITHVARYING CROSS-SLOPE, SEE THECROSS-SECTIONS FOR ACTUALCROSS-SLOPE.2. CONTRACTOR SHALL MAKE A NEATVERTICAL SAWCUT OF THEEXISTING ASPHALT PRIOR TO NEWASPHALT PLACEMENT.3. STREET MAY NOT BE CENTERED INRIGHT-OF-WAY.4. CONTRACTOR SHALL COMPACTSUBGRADE PER SECTION 02230 OFMPWSS.5. CONTRACTOR SHALL COMPACTSUBBASE COURSE PER SECTION02234 OF MPWSS.6. CONTRACTOR SHALL COMPACTCRUSHED BASE COURSE PERSECTION 02235 OF MPWSS.7. CONTRACTOR SHALL COMPACTTYPE B ASPHALT PER SECTION02510 OF MPWSS.8. ASPHALT PAVEMENT SHALLEXTEND ~1/4" ABOVE THE LIP OFCURB.STA. 210+25.00TRANS. TO EXISTING AT STA. 210+50.00STA. 210+50.00 END BAXTER LANEIMPROVEMENTS04/20/2022RECORD DRAWING040404040404044040444040444/2/2/2/2/2/2/2/2/2/2/2/2//2///0/0/0/0/0/0/0/0/0/0/0/0/0/0//20202020202020202020202020000222222222222222222222222222222200 VARIES17' - 34'TRAVEL LANE8" - 1-1/2" MINUSCRUSHED BASE COURSE1.25'0.75'9" SPILLCURB & GUTTER2.0'8" - 1-1/2" MINUSCRUSHED BASE COURSE6'BLVD.10' SIDEWALKEX. GROUNDEX. GROUND4:1 FILL SLOPE2:1 CUT SLOPE4" - TOP SOIL12.5'TRUCK APRON9" P.C.C.PVARIES 6:1 TO 5:1GRADE PER INTERSECTION GRADING DETAILSSNOWSTORAGESTANDARD CATCHCURB & GUTTERCOB STD. DWG.NO. 02528-12" (TYP.) TYPE BASPHALT PAVEMENTBOTTOM LIFT2" (TYP.) TYPE BASPHALT PAVEMENTTOP LIFT1.5 %16" - 6" MINUSSUB-BASE COURSEMIRAFI 160N NON-WOVENSEPARATION FABRIC ORAPPROVED EQUAL16" - 6" MINUSSUB-BASE COURSEMIRAFI 160N NON-WOVENSEPARATION FABRIC ORAPPROVED EQUALMOUNTABLE CURB(SEE DETAIL DRAWINGS)6" - M-4000CONCRETE3" - CRUSHED WASHEDAGGREGATE2.0 %1.5 %120'RIGHT-OF-WAYVARIES4.5' - 19'BLVD.10' SIDEWALKVARIESTRAVEL LANEVARIESTRAVEL LANE8" - 1-1/2" MINUSCRUSHED BASE COURSE6" - 1-1/2" MINUSCRUSHED BASE COURSE8" - 1-1/2" MINUSCRUSHED BASE COURSE1.25'0.75'6" - CONCRETEMEDIAN CAPVARIES6' - 11'BLVD.8' - 10'SIDEWALK4" - TOP SOILVARIESVARIESCENTER MEDIANEX. GROUNDEX. GROUND2:1 CUT SLOPE4:1 FILL SLOPEEX. GROUNDEX. GROUND4:1 FILL SLOPE2:1 CUT SLOPE2.0'4" - TOP SOILVARIESSTANDARD CATCHCURB & GUTTERCOB STD. DWG.NO. 02528-1STANDARD SPILLCURB & GUTTERCOB STD. DWG.NO. 02528-12" (TYP.) TYPE BASPHALT PAVEMENTBOTTOM LIFT2" (TYP.) TYPE BASPHALT PAVEMENTTOP LIFTSTANDARD CATCHCURB & GUTTERCOB STD. DWG.NO. 02528-1STANDARD SPILLCURB & GUTTERCOB STD. DWG.NO. 02528-12" (TYP.) TYPE BASPHALT PAVEMENTBOTTOM LIFT2" (TYP.) TYPE BASPHALT PAVEMENTTOP LIFT1.5 %1.5 %16" - 6" MINUSSUB-BASE COURSEMIRAFI 160N NON-WOVENSEPARATION FABRIC ORAPPROVED EQUAL16" - 6" MINUSSUB-BASE COURSEMIRAFI 160N NON-WOVENSEPARATION FABRIC ORAPPROVED EQUAL0.75'0.75'6" - M-4000CONCRETE3" - CRUSHED WASHEDAGGREGATE6" - M-4000CONCRETE3" - CRUSHED WASHEDAGGREGATEVARIESMIN. 2.0%MAX. 3.0 %VARIESMIN. 2.0%MAX. 3.0 %VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2022COPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\PROJECTS\0417\085 - COTTONWOOD ROAD\ACAD\SHEETS\TYPICAL SECTIONS.DWG PLOTTED BY:BEN SLAKEY ON Nov/21/2022REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsCOTTONWOOD ROAD (OAK TO BAXTER)BOZEMANMONTANAROUNDABOUT TYPICAL SECTIONS0417.08521RD-10BEVBEVSWF11/2022SWF11/2022ROUNDABOUT SURFACING SECTIONSCALE: 1" = 5'ROUNDABOUT APPROACHSURFACING SECTIONSCALE: 1" = 5'GENERAL NOTES1. FOR TYPICAL SECTIONS WITHVARYING CROSS-SLOPE, SEE THEROUNDABOUT GRADING DETAILSHEETS FOR ACTUALCROSS-SLOPE.2. ALL CONCRETE SIDEWALK SHALLBE 6" THICK AND CONSTRUCTEDPER COB STD DTL DWG 02529-15,INCLUDING 1.5 LBS. OF FIBERMESHPER CY OF CONCRETE.3. STREET MAY NOT BE CENTERED INRIGHT-OF-WAY.4. CONTRACTOR SHALL COMPACTSUBGRADE PER SECTION 02230 OFMPWSS.5. CONTRACTOR SHALL COMPACTSUBBASE COURSE PER SECTION02234 OF MPWSS.6. CONTRACTOR SHALL COMPACTCRUSHED BASE COURSE PERSECTION 02235 OF MPWSS.7. P.C.C.P. SHALL HAVE A FLEXURALSTRENGTH OF 500 PSI, MINIMUM.8. TRUCK APRON AND MOUNTABLECURB SHALL BE STAINED RED INCOLOR. SEE SPECIAL PROVISIONSFOR STAIN INFORMATION.9. SEE DETAIL DRAWINGS FORP.C.C.P. DETAILS.10. SEE DETAIL DRAWINGS FOR 9"SPILL CURB DETAIL.11. ASPHALT PAVEMENT SHALLEXTEND ~1/4" ABOVE THE LIP OFCURB.STA. 56+27.98TRANS. TO TYPICAL SECTION NO. 9STA. 209+15.03TRANS. TO TYPICAL SECTION NO. 1211/21/2022DRECORD DRAWING111111111111111111111111111/2/2/2/2/2/2/2/2/2/2/2/2/2/2/2/2/1/1/1/1/1/1//1/1/1/1/1/1///202020202020202020202020200022222222222222222222222222222222 D 15SD15SD15SD15SD15SD15SD15SD15SD//////////////////////////////// / /// /// ////////////////////////////// //////////////////////// //////////////////////////////////////////////////////////// /////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// ////// / / / // / /// ///E21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE10W E10W E10W E16W E16W E16W E16W E16W E16W E16 E12WE12WE12WE12WE16WE16WE16WE16WE16WE16WE16WE6W E6W E18SD E18SD E18SD E18SD E18SD E18SD E18SD E18SDE18SDE18SDE18SDE18SDE18SDE18SDE12 S D E12SD E12SD E15SDE15SDE15SDE15SDE15SDNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGOHP OHP BPBPBPBPBPBPBPBPBPPWWWWWWWWWWWWWWPCL CURVE DATAPI = 30+41.23N = 125273.7981E = 365495.2922R = 1440.00L = 299.23Δ = 011°54'22"DC = 003.979CL CURVE DATAPI = 28+04.85N = 125037.2439E = 365541.2770R = 321.45L = 177.06Δ = 031°33'37"DC = 017.824CL CURVE DATAPI = 26+27.09N = 124868.0285E = 365480.5044R = 474.86L = 175.88Δ = 021°13'15"DC = 012.066CL CURVE DATAPI = 26+27.09N = 124868.0285E = 365480.5044R = 474.86L = 175.88Δ = 021°13'15"DC = 012.066CL CURVE DATAPI = 24+69.07N = 124710.0510E = 365484.5936R = 4000.00L = 138.13Δ = 001°58'43"DC = 001.432BP: 28+63.52N: 125098.9810E: 365527.1000PBPBBPBPBPBPBPBPBPBBPBPBPBPBPBPBPBPBPBPBPBBPBPBPBPBPBPBPBPBP24+0025+0026+0027+0028+0029+0030+0031+00PRC: 25+38.13N: 124779.1013E: 365482.8063PRC: 27+14.01N: 124951.7589E: 365510.5471PRC: 28+91.07N: 125126.1687E: 365522.7194MID: 24+69.07N: 124710.0458E: 365483.9973MID: 26+26.07N: 124866.7181E: 365488.6603MID: 28+02.54N: 125038.1203E: 365528.7185MID: 30+40.69N: 125274.4205E: 365503.0749COTTONWOOD ROAD4730473547404745475047554760476547304735474047454750475547604765-1.70%STA = 28+63.52ELEV = 4745.5724+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 30+50 31+00EG-4748.22EG-4748.05EG-4747.84EG-4747.60EG-4747.35EG-4747.17EG-4746.92EG-4746.68EG-4746.54EG-4745.84EG-4746.50EG-4747.20EG-4748.37EG-4748.25EG-4747.23EG-4746.85EG-4746.03EG-4746.07EG-4745.90EG-4744.13EG-4737.94EG-4737.83EG-4740.17EG-4738.62EG-4738.24EG-4737.94EG-4737.62EG-4737.40EG-4737.13FG-FG-FG-FG-FG-FG-FG-FG-FG-FG-FG-FG-FG-FG-FG-FG-FG-FG-FG-FG-4745.38FG-4744.95FG-4744.53FG-4744.10FG-4743.68FG-4743.25FG-4742.83FG-4742.40FG-4741.98FG-4741.55GENERAL NOTES1. SEE SIGNING AND MARKINGSHEETS FOR PERMANENT TRAFFICCONTROL AND PERMANENTMARKING PLANS.2. SEE INTERSECTION GRADINGDETAILS FOR CURB RETURN RADIIAND SPECIFIC CURB GRADES.3. SEE SHEETS RD-1 THROUGH RD-10FOR TYPICAL SECTIONS.4. EXISTING POND AT STATION 29+00SHALL HAVE ALL FINE MATERIALSREMOVED FROM THE PONDBOTTOM PRIOR TO PLACING ANYEMBANKMENT OR AGGREGATESURFACING.BEGIN COTTONWOODROAD RECONSTRUCTION10' PPSD. SHARED-USE PATHEX. R/WEX. R/WEX. GROUNDPROFILEPROPOSEDCENTERLINE PROFILEGRADING LIMITSGRADING LIMITSCOTTONWOOD ROADOAK STREETPPSD. CONSTRUCTIONEASEMENTPPSD. CONSTRUCTIONEASEMENT6' SIDEWALKVERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2025COPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\0417\085 - COTTONWOOD ROAD\ACAD\SHEETS\RECORD DRAWINGS\COTTONWOOD ROAD SHEETS.DWG PLOTTED BY:KARL SAND ON Nov/25/2025REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsCOTTONWOOD ROAD (OAK TO BAXTER)BOZEMANMTCOTTONWOOD ROAD GEOMETRIC DESIGN PLAN & PROFILE: STA 24+00 - 31+000417.08522RD-11BEVBEVJRN04/2022SWF04/2022#################0VERT. SCALE IN FEET250HORIZ. SCALE IN FEET25 502.5 2.5 5PPSD. R/W04/20/2022RECORD DRAWING040404040404044040444040444/2/2/2/2/2/2/2/2/2/2/2/2//2///0/0/0/0/0/0/0/0/0/0/0/0/0/0//20202020202020202020202020000222222222222222222222222222222200 D D 15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SDE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGE8W E8W E8S E8S E8S E8S E8S E8S WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW MW PBPBPBPBPBPBBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPN00° 59' 40.89"ESTA. 31+12.15, 41.28' LTCL DRIVEWAY31+0032+0033+0034+0035+0036+0037+0038+00N00° 59' 40.89"EN00° 59' 40.89"EN00° 59' 40.89"EPT: 31+90.30N: 125423.9101E: 365498.9118COTTONWOOD ROAD4725473047354740474547504755476047254730473547404745475047554760-0.61%PVI STA = 33+50.00PVI ELEV = 4737.301A.D. = 1.09%K = 110.10LOW POINT STA = 34+10.00LOW POINT ELEV = 4736.93L = 120.00 VCBVCS = 32+90.00BVCE = 4738.32EVCS = 34+10.00EVCE = 4736.9331+00 31+50 32+00 32+50 33+00 33+50 34+00 34+50 35+00 35+50 36+00 36+50 37+00 37+50 38+00EG-4737.13EG-4736.76EG-4736.51EG-4736.31EG-4735.99EG-4735.86EG-4735.69EG-4735.40EG-4735.50EG-4735.57EG-4735.58EG-4735.54EG-4735.50EG-4735.37EG-4735.37EG-4735.35EG-4735.30EG-4735.29EG-4735.34EG-4735.35EG-4735.29EG-4735.22EG-4735.08EG-4734.83EG-4734.71EG-4734.55EG-4734.21EG-4733.87EG-4733.64FG-4741.55FG-4741.13FG-4740.70FG-4740.28FG-4739.85FG-4739.43FG-4739.00FG-4738.58FG-4738.16FG-4737.78FG-4737.46FG-4737.20FG-4737.00FG-4736.84FG-4736.69FG-4736.54FG-4736.39FG-4736.23FG-4736.08FG-4735.93FG-4735.78FG-4735.62FG-4735.47FG-4735.32FG-4735.17FG-4735.01FG-4734.86FG-4734.71FG-4734.56-1.70%VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2025COPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\0417\085 - COTTONWOOD ROAD\ACAD\SHEETS\RECORD DRAWINGS\COTTONWOOD ROAD SHEETS.DWG PLOTTED BY:KARL SAND ON Nov/25/2025REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsCOTTONWOOD ROAD (OAK TO BAXTER)BOZEMANMTCOTTONWOOD ROAD GEOMETRIC DESIGN PLAN & PROFILE: STA 31+00 - 38+000417.08523RD-12BEVBEVJRN11/2022SWF11/2022#################10' PPSD. SHARED-USE PATHR/WR/WEX. GROUNDPROFILEPROPOSEDCENTERLINE PROFILEADJUST EX.MH TO GRADECOTTONWOOD ROADADJUST EX.MH TO GRADEGRADING LIMITSGRADING LIMITSGENERAL NOTES1. SEE SIGNING AND MARKINGSHEETS FOR PERMANENT TRAFFICCONTROL AND PERMANENTMARKING PLANS.2. SEE INTERSECTION GRADINGDETAILS FOR CURB RETURN RADIIAND SPECIFIC CURB GRADES.3. SEE SHEETS RD-1 THROUGH RD-10FOR TYPICAL SECTIONS.4. CONSTRUCT THE DRIVEWAYAPPROACH AT STATION 31+12.15,41.28' LT PER COB STD DTL DWG02529-13.PPSD. CONSTRUCTIONEASEMENTPPSD. CONSTRUCTIONEASEMENTPPSD. R/W6' SIDEWALK0VERT. SCALE IN FEET250HORIZ. SCALE IN FEET25 502.5 2.5 5PPSD. R/WDRIVEWAY LOCATIONSSTATION OFFSET TOP WIDTH31+12.15 41.28 LT27'11/21/2022RECORD DRAWING111111111111111111111111111/2/2/2/2/2/2/2/2/2/2/2/2/2/2/2/2/1/1/1/1/1/1//1/1/1/1/1/1///2020202020202020202020202000022222222222222222222222222222222 18SD18SD18SD12SD 12SD 12SD D 15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SDE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SENGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNE BP BP BP BP BP BP BP BP BP ES ES ES ES ES E8S E8S W E8W E8W WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW W W W W W I MW N00° 59' 40.89"ECL CURVE DATAPI = 46+40.16N = 126873.5479E = 365524.0575R = 7966.61L = 1062.35Δ = 007°38'25"DC = 000.719PBPBPBPBPBPBBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPSTA. 39+55.91, 42.25' RTCL DRIVEWAY38+0039+0040+0041+0042+0043+0044+0045+00PC: 41+08.20N: 126341.6654E: 365514.8463COTTONWOOD ROAD4710471547204725473047354740474547104715472047254730473547404745-1.20%-1.25%STA = 39+25.00ELEV = 4733.79STA = 40+25.00ELEV = 4732.5938+00 38+50 39+00 39+50 40+00 40+50 41+00 41+50 42+00 42+50 43+00 43+50 44+00 44+50 45+00EG-4733.64EG-4733.38EG-4733.06EG-4732.79EG-4732.56EG-4732.24EG-4731.95EG-4731.69EG-4731.37EG-4731.07EG-4730.87EG-4730.57EG-4730.10EG-4729.76EG-4729.62EG-4729.33EG-4729.02EG-4728.72EG-4728.38EG-4728.05EG-4727.87EG-4727.65EG-4727.32EG-4727.05EG-4726.71EG-4726.39EG-4726.09EG-4725.81EG-4725.52FG-4734.56FG-4734.40FG-4734.25FG-4734.10FG-4733.95FG-4733.79FG-4733.49FG-4733.19FG-4732.89FG-4732.59FG-4732.28FG-4731.97FG-4731.66FG-4731.34FG-4731.03FG-4730.72FG-4730.41FG-4730.09FG-4729.78FG-4729.47FG-4729.16FG-4728.84FG-4728.53FG-4728.22FG-4727.91FG-4727.59FG-4727.28FG-4726.97FG-4726.66-0.61%VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2025COPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\0417\085 - COTTONWOOD ROAD\ACAD\SHEETS\RECORD DRAWINGS\COTTONWOOD ROAD SHEETS.DWG PLOTTED BY:KARL SAND ON Nov/25/2025REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsCOTTONWOOD ROAD (OAK TO BAXTER)BOZEMANMTCOTTONWOOD ROAD GEOMETRIC DESIGN PLAN & PROFILE: STA 38+00 - 45+000417.08524RD-13BEVBEVJRN04/2022SWF04/2022#################10' PPSD. SHARED-USE PATHR/WR/WEX. GROUNDPROFILEPROPOSEDCENTERLINE PROFILEADJUST EX.MH TO GRADECOTTONWOOD ROADADJUST EX.MH TO GRADEGRADING LIMITSGRADING LIMITSGENERAL NOTES1. SEE SIGNING AND MARKINGSHEETS FOR PERMANENT TRAFFICCONTROL AND PERMANENTMARKING PLANS.2. SEE INTERSECTION GRADINGDETAILS FOR CURB RETURN RADIIAND SPECIFIC CURB GRADES.3. SEE SHEETS RD-1 THROUGH RD-10FOR TYPICAL SECTIONS.4. CONSTRUCT THE DRIVEWAYAPPROACH AT STATION 39+55.91,42.25' RT PER COB STD DTL DWG02529-13.5. RESET EXISTING GATE BEHINDTHE DRIVEWAY AT STATION39+55.91 RT.PPSD. CONSTRUCTIONEASEMENTPPSD. CONSTRUCTIONEASEMENTPPSD. R/W6' SIDEWALK0VERT. SCALE IN FEET250HORIZ. SCALE IN FEET25 502.5 2.5 5DRIVEWAY LOCATIONSSTATION OFFSET TOP WIDTH39+55.91 42.25 RT27'04/20/2022RECORD DRAWING040404040404044040444040444/2/2/2/2/2/2/2/2/2/2/2/2//2///0/0/0/0/0/0/0/0/0/0/0/0/0/0//20202020202020202020202020000222222222222222222222222222222200 8SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD15SD18SD18SD18SD18SD18SD15SD 1SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGE8S E8S E8S E8S WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWIII ICL CURVE DATAPI = 46+40.16N = 126873.5479E = 365524.0575R = 7966.61L = 1062.35Δ = 007°38'25"DC = 000.719PBPBPBPBPBBP BP BP BP BPBPBP BPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPPBPBPB STA. 46+05.14, 42.25' RTCL DRIVEWAYSTA. 50+99.53, 42.98' RTCL DRIVEWAY45+0046+0047+0048+0049+0050+0051+0052+00PRC: 51+70.54N: 127401.9330E: 365462.4704MID: 46+39.37N: 126872.6725E: 365506.3382COTTONWOOD ROAD4710471547204725473047354740474547104715472047254730473547404745+1.00%+0.50%-0.50%-2.00%-1.54%-1.41%STA = 45+50.00ELEV = 4726.03STA = 48+00.00ELEV = 4722.50STA = 48+75.00ELEV = 4721.00STA = 50+75.00ELEV = 4718.71STA = 51+75.00ELEV = 4719.21PVI STA = 50+00.00PVI ELEV = 4719.081A.D. = 1.04%K = 96.57LOW POINT STA = 50+50.00LOW POINT ELEV = 4718.83L = 100.00 VCBVCS = 49+50.00BVCE = 4719.85EVCS = 50+50.00EVCE = 4718.8345+00 45+50 46+00 46+50 47+00 47+50 48+00 48+50 49+00 49+50 50+00 50+50 51+00 51+50 52+00EG-4725.52EG-4725.22EG-4724.88EG-4724.60EG-4724.30EG-4723.99EG-4723.67EG-4723.29EG-4722.87EG-4722.72EG-4722.21EG-4721.86EG-4721.57EG-4721.28EG-4720.85EG-4720.47EG-4720.05EG-4719.68EG-4719.24EG-4718.73EG-4718.21EG-4717.74EG-4717.32EG-4716.90EG-4716.37EG-4715.94EG-4715.48EG-4714.90EG-4714.42FG-4726.66FG-4726.34FG-4726.03FG-4725.68FG-4725.33FG-4724.97FG-4724.62FG-4724.27FG-4723.91FG-4723.56FG-4723.21FG-4722.85FG-4722.50FG-4722.00FG-4721.50FG-4721.00FG-4720.62FG-4720.23FG-4719.85FG-4719.50FG-4719.21FG-4718.99FG-4718.83FG-4718.71FG-4718.83FG-4718.96FG-4719.08FG-4719.21FG-4719.46-1.25%VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2025COPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\0417\085 - COTTONWOOD ROAD\ACAD\SHEETS\COTTONWOOD ROAD SHEETS.DWG PLOTTED BY:KARL SAND ON Dec/05/2025REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsCOTTONWOOD ROAD (OAK TO BAXTER)BOZEMANMTCOTTONWOOD ROAD GEOMETRIC DESIGN PLAN & PROFILE: STA 45+00 - 52+000417.08525RD-14BEVBEVJRN11/2022SWF11/2022#################10' PPSD. SHARED-USE PATHEX. R/WR/WEX. GROUNDPROFILEPROPOSEDCENTERLINE PROFILEADJUST EX.MH TO GRADECOTTONWOOD ROADGRADING LIMITSGRADING LIMITSGENERAL NOTES1. SEE SIGNING AND MARKINGSHEETS FOR PERMANENT TRAFFICCONTROL AND PERMANENTMARKING PLANS.2. SEE INTERSECTION GRADINGDETAILS FOR CURB RETURN RADIIAND SPECIFIC CURB GRADES.3. SEE SHEETS RD-1 THROUGH RD-10FOR TYPICAL SECTIONS.4. CONSTRUCT THE DRIVEWAYAPPROACH AT STATION 46+05.14,42.25' RT PER COB STD DTL DWG02529-13.5. CONSTRUCT THE DRIVEWAYAPPROACH AT STATION 50+99.53,42.98' RT PER COB STD DTL DWG02529-12.PPSD. CONSTRUCTIONEASEMENT0VERT. SCALE IN FEET250HORIZ. SCALE IN FEET25 502.5 2.5 5ADJUST EX.MH TO GRADEPPSD. R/WDRIVEWAY LOCATIONSSTATION OFFSET TOP WIDTH46+05.14 42.25 RT27'50+99.53 42.98 RT 32'11/21/2022RECORD DRAWING111111111111111111111111/2/2/2/2/2/2/2/2/2/2/2/2//2///1/1/1/1/1/1//1//1/1/1/1//202020202020202020202020200002222222222222222222222222222222 D D D D15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD 18SD18SD18SD 18SD 18SD 15SD 12SD12SDE21SE21SE21SE21SE21SOHP OHP OHP OHP OHP OHP NG NGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNG NG NG NG GVBTBTBTBTBT BT BT BT BT BT BTBTBTBTBTBTBFBF BF BF E12W ESESES WWWWWWWWWW W W W W W W W W WWWWWWWWWWWWWWWWWWWW W W W W W W W W WS WS WS WS WSCL CURVE DATAPI = 56+75.21N = 127898.4291E = 365527.9279R = 922.07L = 94.36Δ = 005°51'49"DC = 006.214CL CURVE DATAPI = 55+69.33N = 127792.7169E = 365522.0566R = 17390.00L = 117.30Δ = 000°23'11"DC = 000.329I GV 21S 21S 21S 21S 21S 21S 21S 21S 27S 27S 27SSSSSSSSSSSSSSSSSCO COBPBPBPBPBPBP BP BP BP BP BP BPBPBPBPBPBPBP BP BP BP BP BP BPBP BPBPBPBPBPBPBPBPBPBPBPPB PBPB P B PB PB PB PB PB P B 52+0053+0054+0055+0056+0057+00CL CURVE DATAPI = 54+53.37N = 127675.9001E = 365515.0826R = 350.00L = 115.68Δ = 018°56'13"DC = 016.370PCC: 55+10.68N: 127734.1686E: 365518.5612PRC: 53+95.00N: 127621.9143E: 365492.8824PRC: 56+27.98N: 127851.2875E: 365525.1569MID: 52+82.77N: 127513.8557E: 365463.7010MID: 54+52.84N: 127676.9781E: 365510.3701MID: 55+69.33N: 127792.7225E: 365521.9578MID: 56+75.17N: 127898.2966E: 365529.1291CL CURVE DATAPI = 52+85.22N = 127515.8512E = 365449.2669R = 444.00L = 224.46Δ = 028°57'53"DC = 012.904HARPER PUCKETT ROAD4710471547204725473047354740474547104715472047254730473547404745+18.98%-16.38%+1.40%-2.00%-2.00%-1.50%-2.50%+1.00%STA = 52+73.50ELEV = 4720.50STA = 52+87.05ELEV = 4720.94STA = 52+89.05ELEV = 4721.44STA = 54+43.16ELEV = 4720.08STA = 54+10.12ELEV = 4720.91STA = 54+22.62ELEV = 4720.72STA = 52+97.64ELEV = 4720.34STA = 54+02.12ELEV = 4721.23STA = 54+08.12ELEV = 4721.41STA = 52+54.21ELEV = 4720.12STA = 54+75.00ELEV = 4719.44STA = 55+50.00ELEV = 4717.94STA = 56+00.00ELEV = 4717.19STA = 52+25.00ELEV = 4719.71PVI STA = 53+48.56PVI ELEV = 4730.000A.D. = -35.35%K = 1.13HIGH POINT STA = 53+50.03HIGH POINT ELEV = 4728.24L = 40.00 VCBVCS = 53+28.56BVCE = 4726.20EVCS = 53+68.56EVCE = 4726.7252+00 52+50 53+00 53+50 54+00 54+50 55+00 55+50 56+00 56+50 57+00EG-4714.42EG-4714.13EG-4714.07EG-4714.14EG-4714.22EG-4711.99EG-4715.73EG-4714.85EG-4715.21EG-4715.15EG-4714.66EG-4714.03EG-4713.75EG-4713.82EG-4713.89EG-4713.76EG-4713.91EG-4713.67EG-4713.52EG-4713.26EG-4713.02FG-4719.46FG-4719.71FG-4720.06FG-4720.76FG-4720.78FG-4725.53FG-4728.24FG-4725.67FG-4721.58FG-4720.44FG-4719.94FG-4719.44FG-4718.94FG-4718.44FG-4717.94FG-4717.57FG-4717.19FG-4716.57FG-4715.94FG-4715.32FG-4714.702.00%-2.00%VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2022COPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\PROJECTS\0417\085 - COTTONWOOD ROAD\ACAD\SHEETS\COTTONWOOD ROAD SHEETS.DWG PLOTTED BY:BEN SLAKEY ON Nov/21/2022REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsCOTTONWOOD ROAD (OAK TO BAXTER)BOZEMANMTCOTTONWOOD ROAD GEOMETRIC DESIGN PLAN & PROFILE: STA 52+00 - 57+000417.08526RD-15BEVBEVJRN11/2022SWF11/2022#################R/WPPSD. R/WEX. GROUNDPROFILEPROPOSEDCENTERLINE PROFILE10' PPSD. SWHARPER PUCKETT ROADGRADING LIMITSGENERAL NOTES1. SEE SIGNING AND MARKINGSHEETS FOR PERMANENT TRAFFICCONTROL AND PERMANENTMARKING PLANS.2. SEE INTERSECTION GRADINGDETAILS FOR CURB RETURN RADIIAND SPECIFIC CURB GRADES.3. SEE SHEETS RD-1 THROUGH RD-10FOR TYPICAL SECTIONS.PPSD. CONSTRUCTIONEASEMENTGRADING LIMITSGRADING LIMITSPPSD. R/W6' SIDEWALK0VERT. SCALE IN FEET250HORIZ. SCALE IN FEET25 502.5 2.5 5ADJUST EX.VB TO GRADE11/21/2022EX. PROPERTYLINEDRECORD DRAWING111111111111111111111111111/2/2/2/2/2/2/2/2/2/2/2/2/2/2/2/2/1/1/1/1/1/1//1/1/1/1/1/1///202020202020202020202020200022222222222222222222222222222222 15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD ////////////NGNGNGNGNGNGNGNGNGNGNGNGNGNGBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTXXXXXXXXXXXXWWWWCL CURVE DATAPI = 57+94.03N = 128015.9352E = 365546.1208R = 125345.49L = 143.37Δ = 000°03'56"DC = 000.046[]CL CURVE DATAPI = 59+38.31N = 128159.0213E = 365564.2903R = 615.50L = 48.38Δ = 004°30'14"DC = 009.309CL CURVE DATAPI = 58+89.92N = 128110.8159E = 365559.9399R = 1220.00L = 48.39Δ = 002°16'21"DC = 004.69659+7557+0058+0059+00N00° 17' 31.99"EEP: 59+75.00N: 128195.7342E: 365564.4775PT: 59+62.49N: 128183.2256E: 365564.4138PCC: 58+65.72N: 128086.8415E: 365556.6600PCC: 59+14.11N: 128134.9016E: 365562.2665PRC: 57+22.35N: 127945.0410E: 365535.5004MID: 57+94.03N: 128015.9383E: 365546.1005MID: 58+89.91N: 128110.8437E: 365559.7016MID: 59+38.30N: 128159.0425E: 365563.8150HARPER PUCKETT ROAD4705471047154720472547304735474047054710471547204725473047354740-1.03%STA = 59+75.00ELEV = 4710.40PVI STA = 58+00.00PVI ELEV = 4712.201A.D. = 1.46%K = 102.39LOW POINT STA = 58+75.00LOW POINT ELEV = 4711.43L = 150.00 VCBVCS = 57+25.00BVCE = 4714.07EVCS = 58+75.00EVCE = 4711.4357+00 57+50 58+00 58+50 59+00 59+50 59+75EG-4713.02EG-4712.82EG-4712.66EG-4712.47EG-4712.23EG-4711.96EG-4711.69EG-4711.40EG-4711.12EG-4710.88EG-4710.63EG-4710.40FG-4714.70FG-4714.07FG-4713.48FG-4712.95FG-4712.48FG-4712.07FG-4711.72FG-4711.43FG-4711.17FG-4710.91FG-4710.66FG-4710.40VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2022COPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\PROJECTS\0417\085 - COTTONWOOD ROAD\ACAD\SHEETS\COTTONWOOD ROAD SHEETS.DWG PLOTTED BY:BEN SLAKEY ON Apr/20/2022REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsCOTTONWOOD ROAD (OAK TO BAXTER)BOZEMANMTHARPER PUCKETT ROAD GEOMETRIC DESIGN PLAN & PROFILE: STA 57+00 - 59+7502/202227RD-16BEVBEVJRN04/2022SWF04/2022#################R/WR/WEX. GROUNDPROFILEPROPOSEDCENTERLINE PROFILEEND COTTONWOODROAD RECONSTRUCTIONHARPER PUCKETT ROADGRADINGLIMITSGENERAL NOTES1. SEE SIGNING AND MARKINGSHEETS FOR PERMANENT TRAFFICCONTROL AND PERMANENTMARKING PLANS.2. SEE INTERSECTION GRADINGDETAILS FOR CURB RETURN RADIIAND SPECIFIC CURB GRADES.3. SEE SHEETS RD-1 THROUGH RD-10FOR TYPICAL SECTIONS.PPSD. R/WGRADING LIMITS6' SIDEWALK0VERT. SCALE IN FEET250HORIZ. SCALE IN FEET25 502.5 2.5 504/20/2022RECORD DRAWING040404040404044040444040444/2/2/2/2/2/2/2/2/2/2/2/2//2///0/0/0/0/0/0/0/0/0/0/0/0/0/0//20202020202020202020202020000222222222222222222222222222222200 D18SD 18SD18SD18SD18SD//////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPBTBTBTXXXWLWLWLWLWLWLWLWLWLWLWLWLWLWL///WWWWWWWWWWWWWWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLTPBP: 197+20.30N: 127574.5040E: 364606.3995197+00198+00199+00200+00201+00202+00203+00204+00S89° 51' 27.54"EN89° 58' 42.12"EPPSD. R/W21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21SBPBPCL CURVE DATAPI = 203+61.67N = 127576.0004E = 365247.7655R = 560.00L = 83.74Δ = 008°34'04"DC = 010.231PI: 202+78.52N: 127575.7092E: 365164.6093PI: 198+25.71N: 127575.5382E: 364711.8013PC: 203+19.73N: 127575.6068E: 365205.8192N89° 26' 16.16"E197+00198+00199+00200+00201+00202+00203+00204+00BAXTER LANE4695470047054710471547204725473046954700470547104715472047254730STA = 197+20.30ELEV = 4711.98STA = 198+50.00ELEV = 4712.76STA = 202+60.00ELEV = 4716.79STA = 203+50.00ELEV = 4718.05EG-4711.90EG-4712.00EG-4712.14EG-4712.28EG-4712.40EG-4712.57EG-4712.80EG-4713.09EG-4713.41EG-4713.80EG-4714.17EG-4714.52EG-4714.82EG-4715.07EG-4715.26EG-4715.38EG-4715.40EG-4715.38EG-4715.35EG-4715.28EG-4715.23EG-4715.20EG-4715.10EG-4715.03EG-4715.02EG-4715.05EG-4715.12EG-4715.20EG-4715.33PVI STA = 201+50.00PVI ELEV = 4714.860A.D. = 1.05%K = 95.35LOW POINT STA = 201+00.00LOW POINT ELEV = 4714.51L = 100.00 VCBVCS = 201+00.00BVCE = 4714.51EVCS = 202+00.00EVCE = 4715.74197+00 197+50 198+00 198+50 199+00 199+50 200+00 200+50 201+00 201+50 202+00 202+50 203+00 203+50 204+00FG-FG-4712.01FG-4712.16FG-4712.31FG-4712.46FG-4712.61FG-4712.76FG-4712.93FG-4713.11FG-4713.28FG-4713.46FG-4713.63FG-4713.81FG-4713.98FG-4714.16FG-4714.33FG-4714.51FG-4714.72FG-4714.99FG-4715.33FG-4715.74FG-4716.17FG-4716.61FG-4717.00FG-4717.35FG-4717.70FG-4718.05FG-4718.49FG-4718.94+0.60%+0.70%+1.79%+1.75%+1.40%VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2025COPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\0417\085 - COTTONWOOD ROAD\ACAD\SHEETS\BAXTER LANE ROAD SHEETS.DWG PLOTTED BY:KARL SAND ON Dec/05/2025REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsCOTTONWOOD ROAD (OAK TO BAXTER)BOZEMANMTBAXTER LANE GEOMETRIC DESIGN PLAN & PROFILE: STA. 197+00 - 204+000417.08528RD-17BEVBEVJRN11/2022SWF11/2022#################BEGIN BAXTERLANE RECONSTRUCTIONGRADING LIMITSGRADING LIMITSGENERAL NOTES1. SEE SIGNING AND MARKINGSHEETS FOR PERMANENT TRAFFICCONTROL AND PERMANENTMARKING PLANS.2. SEE INTERSECTION GRADINGDETAILS FOR CURB RETURN RADIIAND SPECIFIC CURB GRADES.3. SEE SHEETS RD-1 THROUGH RD-10FOR TYPICAL SECTIONS.4. SEE DETAILED DRAWINGS FORPRIVATE UTILITY CONDUITINSTALLATION DETAILS.EX. GROUNDPROFILEPROPOSED CENTERLINEPROFILER/WR/W0VERT. SCALE IN FEET250HORIZ. SCALE IN FEET25 502.5 2.5 5PPSD. CONSTRUCTIONEASEMENTPRIVATE UTILITY CONDUITSINVERT ELEVATION = 4707.8811/21/2022PRIVATE UTILITY CONDUITSINVERT ELEVATION = 4707.88RECORD DRAWING111111111111111111111111/2/2/2/2/2/2/2/2/2/2/2/2/2/2/2/2/1/1/1/1/1/1/1/1/1/1/1/1/1///2020202020202020202020202020022222222222222222222222222222222 DDD15SD15SD15SD15SD15SD15S12SD15SD15SD15SD15SD15SD15SD15SD15SD15SDD12SD////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////E21SE21S//////////////////E12SDE12SDOHPOHPOHPOHPOHPOHPOHPOHPNGNG NGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGGVBTBTBTBTBTBTBTBTBTBTBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFE12WE12WE12WE12WE12WE12WE12WE12WE12WE12WE12WE12WE12WE12WE12WE12WEE15SDE15SDE15SDE15SDE15SDE15SD////////////BFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFCL CURVE DATAPI = 207+95.51N = 127574.8682E = 365679.5740R = 712.00L = 64.67Δ = 005°12'14"DC = 008.047WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW10' PPSD. SWS83° 43' 45.93"EDTVIIIIIIIGVPPSD. R/W204+00205+00206+00207+00208+00209+00210+00PPSD. CONSTRUCTIONEASEMENT27S27S27S27S27S27S27S27S27S27S27S27S27S27S27S27S27S27SSSSSSSSSSSSSSSSSCOCO21S21S21S21S21S21S21S21S21S21S21S21SBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPPBPB PBPBPBPBPBPBPBPBBPPI: 209+15.03N: 127578.0487E: 365799.0941PI: 210+50.00N: 127580.6295E: 365934.0375PC: 206+61.07N: 127570.6706E: 365545.5685PT: 205+24.23N: 127585.6167E: 365409.5478PT: 208+27.83N: 127575.7289E: 365711.9185PRC: 204+03.47N: 127582.6386E: 365289.1851PRC: 207+63.16N: 127571.0774E: 365647.4410STA. 208+62.49, 35.01' LTCL DRIVEWAY15.0'CL CURVE DATAPI = 204+64.21N = 127592.2516E = 365349.1654R = 450.00L = 120.76Δ = 015°22'33"DC = 012.732N88° 54' 15.73"EN88° 28' 32.47"ECL CURVE DATAPI = 207+12.33N = 127565.0711E = 365596.5279R = 450.00L = 102.09Δ = 012°59'56"DC = 012.73253+0054+00204+00205+00206+00207+00208+00209+00210+00BAXTER LANE4710471547204725473047354740474547104715472047254730473547404745STA = 205+17.59ELEV = 4721.19STA = 205+31.09ELEV = 4721.63STA = 205+33.09ELEV = 4722.12STA = 206+54.09ELEV = 4721.56STA = 206+66.59ELEV = 4721.37STA = 205+43.21ELEV = 4720.83STA = 206+42.85ELEV = 4720.83STA = 206+52.09ELEV = 4722.06STA = 207+04.48ELEV = 4720.39STA = 204+80.83ELEV = 4720.45STA = 204+50.00ELEV = 4719.84STA = 210+50.00ELEV = 4719.31STA = 209+50.00ELEV = 4718.60STA = 209+25.00ELEV = 4718.48STA = 208+25.00ELEV = 4718.98PVI STA = 205+92.59PVI ELEV = 4730.000A.D. = -36.80%K = 1.09HIGH POINT STA = 205+92.77HIGH POINT ELEV = 4728.16L = 40.00 VCBVCS = 205+72.59BVCE = 4726.29EVCS = 206+12.59EVCE = 4726.35204+00 204+50 205+00 205+50 206+00 206+50 207+00 207+50 208+00 208+50 209+00 209+50 210+00 210+50EG-4715.33EG-4715.25EG-4715.18EG-4715.29EG-4715.43EG-4715.61EG-4715.78EG-4715.75EG-4715.68EG-4715.82EG-4716.13EG-4716.69EG-4717.17EG-4717.67EG-4718.10EG-4718.54EG-4718.85EG-4719.16EG-4719.23EG-4719.31EG-4719.34EG-4719.37EG-4719.32EG-4719.17EG-4719.15EG-4719.19EG-4719.31FG-4718.94FG-4719.39FG-4719.84FG-4720.34FG-4720.84FG-4721.53FG-4722.09FG-4726.71FG-4727.92FG-4724.09FG-4721.78FG-4720.98FG-4720.48FG-4720.15FG-4719.85FG-4719.56FG-4719.27FG-4718.98FG-4718.85FG-4718.73FG-4718.60FG-4718.48FG-4718.60FG-4718.78FG-4718.95FG-4719.13FG-4719.31+2.00%+18.56%-18.24%-2.00%+2.00%+1.79%+0.71%+0.50%-0.50%-1.17%R/WGRADING LIMITSBAXTER LANEGRADING LIMITS10' PPSD. SW10' PPSD. SW10' PPSD. SWADJUST EX.VB TO GRADEVERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2025COPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\0417\085 - COTTONWOOD ROAD\ACAD\SHEETS\BAXTER LANE ROAD SHEETS.DWG PLOTTED BY:KARL SAND ON Dec/05/2025REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsCOTTONWOOD ROAD (OAK TO BAXTER)BOZEMANMTBAXTER LANE GEOMETRIC DESIGN PLAN & PROFILE: STA. 204+00 - 210+500417.08529RD-18BEVBEVJRN11/2022SWF11/2022#################GENERAL NOTES1. SEE SIGNING AND MARKINGSHEETS FOR PERMANENT TRAFFICCONTROL AND PERMANENTMARKING PLANS.2. SEE INTERSECTION GRADINGDETAILS FOR CURB RETURN RADIIAND SPECIFIC CURB GRADES.3. SEE SHEETS RD-1 THROUGH RD-10FOR TYPICAL SECTIONS.4. CONSTRUCT THE DRIVEWAYAPPROACH AT STATION 208+62.50,24.88' LT PER COB STD DTL DWG02529-11.EX. GROUNDPROFILEPROPOSED CENTERLINEPROFILE0VERT. SCALE IN FEET250HORIZ. SCALE IN FEET25 502.5 2.5 5GRADING LIMITSGRADING LIMITSEND BAXTER LANERECONSTRUCTION11/21/2022RECORD DRAWING11111111111111111111111/2/2/2/2/2/2/2/2/2/2/2/2/2/2/2/2/1/1/1/1/1/1/1/1/1/11/1/1//202020202020202020202002000022222222222222222222222222222222 D15SD15SD15SD15SD15SD15SD15SD/////////////////////////////////////// /// /// /// /// /// //////////////////////////////////////////////// /// /// /// /// /// /// ////////////E15SDE15SDE15SDE15SDE15SDE15SDE15SDE15SDE15SDE15SD28+0029+00BP: 28+63.52N: 125098.98E: 365527.10SW 4746.08SW 4746.27SW 4745.91SW 4745.95SW 4744.71SW 4744.07SW 4743.92SW 4744.10SW 4744.56SW 4745.80STA: 28+53.4852.64' RTSTA: 28+58.6551.74' RTSTA: 28+57.4541.84' RTSTA: 28+62.3351.20' RTSTA: 28+61.2841.27' RTSW 4746.05STA: 28+52.1442.76' RTSTA: 28+97.2349.18' RT PCCSTA: 28+97.8939.20' RT PCCSTA: 29+20.2940.55' RTSTA: 29+32.6741.26' RTSTA: 29+32.0751.24' RTSTA: 29+12.5731.65' RTSTA: 28+60.6235.33' RTSTA: 28+63.342.15' RTSTA: 28+63.752.83' LTR100.0'TBC 4744.98TBC 4744.21TBC 4745.52TBC 4745.68TBC 4745.22TBC 4743.74TLC 4743.26TLC 4743.04TBC 4743.4510.0'6.0'TBC 4745.69TBC 4745.69TBC 4744.72TBC 4744.68R107.5'SW 4744.25STA: 29+19.6750.54' RTSTA: 28+80.1233.29' RTSTA: 28+79.971.32' RTSTA: 28+79.961.49' LTSTA: 28+80.0735.23' LT26.2'-3.00%TBC 4745.25STA: 29+04.582.12' LTTBC 4744.36STA: 29+03.1332.26' LT-1.60%-3.00%28.0'STA: 29+29.3235.06' RTTBC 4743.83STA: 29+31.3735.18' RTTLC 4743.34STA: 29+43.5935.85' RTTLC 4743.11STA: 29+45.6135.95' RTTBC 4743.53SW 4743.69SW 4743.54STA: 29+50.0042.19' RTSTA: 29+50.0252.20' RT1.78%1.50%1.50%1.50%1.50%1.50%-1.51%1.51%STA: 29+13.471.88' RTTBC 4745.11-3.00%29.0'-2.91%STA: 29+57.963.55' RTTBC 4744.30STA: 29+56.3734.51' RTTBC 4742.96STA: 28+67.6038.13' LTSW 4745.30STA: 28+65.2545.09' LT PCSW 4745.40STA: 28+69.2354.51' LT PCSW 4744.07STA: 29+22.1650.23' LT PRCSW 4743.85STA: 29+29.7145.59' LT PCSW 4743.94STA: 29+28.8151.51' LT PCCSW 4743.66STA: 29+50.0053.19' LTSW 4743.57STA: 29+50.0047.19' LT1.51%1.52%R91.5'R110.0'SW 4743.97STA: 29+24.2440.46' LT PC1.00%STA: 29+32.0936.41' LTSTA: 29+34.0436.50' LTSTA: 29+45.8737.00' LTSTA: 29+47.8637.09' LTSTA: 29+25.9740.83' LTSW 4743.94SW 4743.77STA: 29+41.8552.85' LT PCCSW 4743.68STA: 29+42.0946.85' LT PCC1.50%-2.93%29.0'TBC 4744.26STA: 29+58.364.49' LTTBC 4743.29STA: 29+57.0637.47' LTSW 4744.81STA: 28+80.4539.28' RTSW 4744.96STA: 28+80.9949.26' RTSW 4744.34STA: 29+12.0440.07' RTSW 4744.49STA: 29+11.4150.05' RTSW 4744.90SW 4744.75STA: 28+84.4339.02' RT PCSTA: 28+84.8649.01' RT PC10.0'SW 4745.28STA: 28+69.7543.84' LTSW 4745.38STA: 28+73.2953.41' LTSW 4744.75STA: 28+82.1940.94' LTSW 4744.90STA: 28+84.8850.69' LTSW 4744.57STA: 28+96.1238.59' LTSW 4744.72STA: 28+97.0348.66' LTSW 4744.45STA: 29+03.3738.21' LTSW 4744.59STA: 29+03.5248.31' LTR101.5'R91.5'R110.0'R1246.5'R104.0'R110.0'R1240.5'R110.0'R100.0'R1958.5'R1948.5'-2.60%-3.02%-2.52%-1.93%-1.94%-3.00%29.9'0.99%1.01%1.49%VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2022COPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\PROJECTS\0417\085 - COTTONWOOD ROAD\ACAD\SHEETS\INTERSECTION GRADING DETAILS.DWG PLOTTED BY:BEN SLAKEY ON Apr/20/2022REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsCOTTONWOOD ROAD (OAK TO BAXTER)BOZEMANMTCOTTONWOOD ROAD GRADING DETAILS: STA 28+00 - 29+67.200417.08530GR-1BEVBEVJRN04/2022SWF04/202210' PPSD.SHARED-USE PATH10 205100SCALE IN FEETCOTTONWOOD ROADGRADING LIMITSGENERAL NOTES1. PROVIDE DETECTABLE WARNINGDEVICES MEETING THE CITY OFBOZEMAN STANDARD'S ANDPLACEMENT SHALL COMPLY WITHTHE CITY OF BOZEMAN STANDARDDETAIL DRAWINGS.2. VERIFY ELEVATIONS IN THE FIELDPRIOR TO CONSTRUCTION.3. MATCH EXISTING ELEVATIONS ATALL JOINTS BETWEEN NEW ANDEXISTING CONCRETE. ELEVATIONSSHOWN AT MATCH LOCATIONS AREAPPROXIMATE.25.8'GRADING LIMITS04/20/2022RECORD DRAWING040404040404044040444040444/2/2/2/2/2/2/2/2/2/2/2/2//2///0/0/0/0/0/0/0/0/0/0/0/0/0/0//20202020202020202020202020000222222222222222222222222222222200 15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD34+0035+00STA: 34+40.6443.00' LT PCSTA: 34+50.8447.00' LTSTA: 34+44.6453.00' LTSTA: 34+49.6453.00' LTSTA: 34+54.7953.00' LTSTA: 34+55.6459.00' LTSTA: 34+49.6459.00' LTSTA: 34+55.6465.00' LTSTA: 34+44.6459.00' LTSTA: 34+57.6441.00' LTSTA: 34+57.6444.00' LTSTA: 34+57.6447.00' LTSTA: 34+96.6441.00' LTSTA: 34+96.6444.00' LTSTA: 34+96.6447.00' LTSTA: 34+98.6410.00' LTSTA: 35+04.6410.00' LTSTA: 35+10.6410.00' LTSTA: 35+16.6410.00' LTSTA: 35+04.643.00' LTSTA: 35+10.643.00' LTSTA: 35+10.643.00' RTSTA: 35+04.643.00' RTSTA: 34+98.6410.00' RTSTA: 35+04.6410.00' RTSTA: 35+10.6410.00' RTSTA: 35+16.6410.00' RTSTA: 34+98.6443.00' RTSTA: 35+04.6443.00' RTSTA: 35+10.6443.00' RTSTA: 35+16.6443.00' RTSTA: 34+40.6453.00' LTSTA: 34+40.6459.00' LTSW 4736.04SW 4736.13SW 4735.89SW 4735.98SW 4735.70SW 4735.80SW 4736.21SW 4736.21SW 4736.18SW 4736.18SW 4735.20SW 4735.16SW 4735.31SW 4735.35SW 4735.17SW 4735.24SW 4735.13SW 4735.19SW 4735.62SW 4735.53TC 4735.41TC 4735.41TC 4735.18TC 4735.18TBC 4735.89TBC 4735.82TBC 4736.06TBC 4735.73TBC 4735.56TBC 4735.42TBC 4736.42TBC 4736.53TBC 4736.53TBC 4736.42TBC 4735.43TBC 4735.54STA: 34+40.6410.00' LTTBC 4736.89STA: 34+40.6410.00' RTTBC 4736.89STA: 34+40.6443.00' RTTBC 4735.89-3.00%-3.00%STA: 34+40.6459.00' RTSTA: 34+40.6449.00' RT29.0'29.0'6.0'6.0'FL 4735.29FL 4735.09TLC 4735.51TLC 4735.58TLC 4735.20TLC 4735.28TLC 4735.10TLC 4735.06TLC 4736.01TLC 4736.05TLC 4736.11TLC 4736.07TLC 4735.07TLC 4735.111.54%-3.75%TBC 4735.41TBC 4735.25FL 4735.05-3.00%1.50%1.50%1.50%29.0'-3.01%29.0'-0.61%-0.61%STA: 34+98.6465.00' LTSTA: 34+98.6459.00' LTSTA: 34+99.5053.00' LTSTA: 35+00.5350.72' LTSTA: 35+03.0447.39' LTSTA: 35+04.6453.00' LTSTA: 35+04.6459.00' LTSTA: 35+10.6453.00' LTSTA: 35+10.6459.00' LTSTA: 35+25.0053.00' LTSTA: 35+25.0059.00' LT-0.61%STA: 35+10.6443.30' LTSTA: 35+16.6443.00' LTSTA: 35+18.4943.00' LTSTA: 35+04.6446.00' LTSTA: 34+55.6458.00' LT PTTLC 4735.57TBC 4735.25STA: 35+13.6443.00' LT PTTLC 4735.27STA: 34+98.6458.00' LT PCR15.0'R15.0'STA: 35+04.6449.00' RTSTA: 35+10.6449.00' RTSTA: 35+10.6459.00' RTSTA: 35+04.6459.00' RTASP 4735.98ASP 4736.13-3.69%-0.61%-0.61%0.97%0.68%-1.50%-1.50%-1.50%-1.50%SW 4735.78STA: 34+98.6459.00' RTSW 4735.63STA: 34+98.6449.00' RTSW 4735.67STA: 35+16.6459.00' RTSW 4735.52STA: 35+16.6449.00' RT-1.50%-1.50%VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2022COPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\PROJECTS\0417\085 - COTTONWOOD ROAD\ACAD\SHEETS\INTERSECTION GRADING DETAILS.DWG PLOTTED BY:BEN SLAKEY ON Apr/20/2022REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsCOTTONWOOD ROAD/ (OAK TO BAXTER)BOZEMANMTCOTTONWOOD ROAD GRADING DETAILS: STA 34+00 - 35+49.670417.08531GR-2BEVBEVJRN04/2022SWF04/202210' PPSD.SHARED-USE PATH10 205100SCALE IN FEETCOTTONWOOD ROADGRADING LIMITSGENERAL NOTES1. PROVIDE DETECTABLE WARNINGDEVICES MEETING THE CITY OFBOZEMAN STANDARD'S ANDPLACEMENT SHALL COMPLY WITHTHE CITY OF BOZEMAN STANDARDDETAIL DRAWINGS.2. VERIFY ELEVATIONS IN THE FIELDPRIOR TO CONSTRUCTION.3. MATCH EXISTING ELEVATIONS ATALL JOINTS BETWEEN NEW ANDEXISTING CONCRETE. ELEVATIONSSHOWN AT MATCH LOCATIONS AREAPPROXIMATE.GRADING LIMITSWELLSPRINGDRIVE04/20/2022RECORD DRAWING040404040404044040444040444/2/2/2/2/2/2/2/2/2/2/2/2//2///0/0/0/0/0/0/0/0/0/0/0/0/0/0//20202020202020202020202020000222222222222222222222222222222200 15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SEW EW39+0040+00TBC 4734.54TBC 4734.16TBC 4734.07TBC 4733.05TBC 4732.89TBC 4732.88TBC 4733.14TBC 4732.92TBC 4732.94TBC 4732.22TBC 4731.86TBC 4732.96TBC 4733.13TBC 4733.44TBC 4732.00TBC 4732.20TBC 4732.29TBC 4732.67TBC 4731.97TBC 4731.95TBC 4733.06TBC 4733.07SW 4733.22SW 4733.31SW 4732.11SW 4732.20SW 4732.72SW 4732.68SW 4732.78SW 4732.87SW 4732.83SW 4732.74SW 4732.68SW 4732.77SW 4732.16SW 4732.25SW 4731.91SW 4732.00SW 4731.83SW 4731.92SW 4731.85SW 4731.77TBC 4732.86TC 4732.41TC 4732.44TC 4731.97TC 4731.97FL 4731.85FL 4732.32SW 4732.97SW 4732.85SW 4732.64SW 4732.46SW 4732.87SW 4732.83SW 4732.00SW 4731.92TLC 4732.17TLC 4732.06TLC 4731.76TLC 4731.68TLC 4731.69TLC 4731.76TLC 4732.63TLC 4732.59TLC 4732.63TLC 4732.59TLC 4732.57TLC 4732.64STA: 39+02.866.00' LT PTSTA: 39+02.8610.00' LT PCSTA: 39+04.868.00' LTSTA: 39+02.8643.00' LTSTA: 39+05.8643.00' LTSTA: 39+02.7153.00' LTSTA: 39+02.7159.00' LTSTA: 39+11.8653.00' LTSTA: 39+11.8659.00' LTSTA: 39+17.8653.00' LTSTA: 39+17.8659.00' LTSTA: 39+24.9953.00' LTSTA: 39+24.8359.00' LTSTA: 39+32.6865.00' LTSTA: 39+32.8459.00' LTSTA: 39+32.0053.00' LTSTA: 39+28.0647.00' LTSTA: 39+26.0545.44' LTSTA: 39+23.8644.25' LTSTA: 39+17.8643.00' LT PCSTA: 39+11.8643.00' LT-3.00%-2.98%-3.00%-3.00%-3.00%-3.00%45.0'29.0'41.0'41.0'29.0'45.0'STA: 39+02.8643.00' RTSTA: 39+05.8643.00' RTSTA: 39+11.8649.00' RTSTA: 39+11.8659.00' RTSTA: 39+17.8659.00' RTSTA: 39+17.8649.00' RTSTA: 39+11.8643.00' RTSTA: 39+17.8643.00' RTSTA: 39+23.8643.00' RTTBC 4732.91STA: 39+27.4243.00' RT PTSTA: 39+39.4249.00' RTSTA: 39+42.4259.00' RT PCSTA: 39+69.4259.00' RT PCSTA: 39+72.4249.00' RTSTA: 39+84.4243.00' RT PTSTA: 39+90.8859.00' RTSTA: 39+90.8849.00' RTSTA: 39+90.8843.00' RTSTA: 39+96.8843.00' RTSTA: 40+02.8843.00' RTSTA: 40+05.8843.00' RTSTA: 39+96.8849.00' RTSTA: 39+96.8859.00' RTSTA: 40+05.8810.00' RT PTSTA: 40+03.888.00' RTSTA: 40+05.886.00' RT PCSTA: 40+05.8843.00' LTSTA: 40+02.8843.00' LTSTA: 39+90.8843.00' LT PTSTA: 39+96.8843.00' LTSTA: 39+84.8844.25' LTSTA: 39+80.6947.00' LTSTA: 39+76.7453.00' LTSTA: 39+75.8559.00' LTSTA: 39+75.6965.00' LTSTA: 39+74.3341.00' LTSTA: 39+74.2544.00' LTSTA: 39+74.1747.00' LTSTA: 39+84.0153.00' LTSTA: 39+83.8559.00' LTSTA: 39+90.8853.00' LTSTA: 39+90.8859.00' LTSTA: 39+96.8859.00' LTSTA: 39+96.8853.00' LTSTA: 40+06.2453.00' LTSTA: 40+06.2459.00' LTSTA: 39+35.3241.00' LTSTA: 39+35.2444.00' LTSTA: 39+35.1647.00' LT-1.50%-1.50%-1.50%-1.50%-1.50%-1.50%-1.60%6.0'6.0'-1.50%-1.04%6.0'6.0'ASP 4733.42STA: 39+55.920.00' CLTLC 4732.63STA: 39+32.8558.40' LT PTTLC 4732.14STA: 39+75.8957.60' LTR2.0'R2.0'R15.0'R15.0'R15.0'R15.0'-1.48%-1.49%SW 4732.20STA: 40+06.2459.00' RTSW 4732.05STA: 40+06.2449.00' RT-1.50%-1.50%SW 4733.16STA: 39+02.7149.00' RTSW 4733.31STA: 39+02.7159.00' RTVERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2022COPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\PROJECTS\0417\085 - COTTONWOOD ROAD\ACAD\SHEETS\INTERSECTION GRADING DETAILS.DWG PLOTTED BY:BEN SLAKEY ON Apr/20/2022REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsCOTTONWOOD ROAD (OAK TO BAXTER)BOZEMANMTCOTTONWOOD ROAD GRADING DETAILS: STA 38+74.19 - 40+42.520417.08532GR-3BEVBEVJRN02/2022SWF02/202210' PPSD.SHARED-USE PATH10 205100SCALE IN FEETCOTTONWOOD ROADGRADING LIMITSGENERAL NOTES1. PROVIDE DETECTABLE WARNINGDEVICES MEETING THE CITY OFBOZEMAN STANDARD'S ANDPLACEMENT SHALL COMPLY WITHTHE CITY OF BOZEMAN STANDARDDETAIL DRAWINGS.2. VERIFY ELEVATIONS IN THE FIELDPRIOR TO CONSTRUCTION.3. MATCH EXISTING ELEVATIONS ATALL JOINTS BETWEEN NEW ANDEXISTING CONCRETE. ELEVATIONSSHOWN AT MATCH LOCATIONS AREAPPROXIMATE.GRADING LIMITSHARVESTPARKWAY04/20/2022DRECORD DRAWING040404040404044040444040444/2/2/2/2/2/2/2/2/2/2/2/2//2///0/0/0/0/0/0/0/0/0/0/0/0/0/0//20202020202020202020202020000222222222222222222222222222222200 18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD46+004TBC 4726.49TBC 4726.07TBC 4726.01TBC 4724.76TBC 4724.61TBC 4724.83TBC 4724.26TBC 4724.07TBC 4724.01TBC 4723.76TBC 4725.20TBC 4724.89TBC 4724.72TBC 4724.02TBC 4723.90TBC 4723.76TBC 4724.80SW 4723.87SW 4723.96SW 4725.18SW 4725.27ASP 4725.25ASP 4725.10SW 4724.83SW 4724.72SW 4724.45SW 4724.25SW 4723.96SW 4723.81SW 4723.55SW 4723.63SW 4724.68SW 4724.77SW 4724.76SW 4724.85SW 4723.79SW 4723.88SW 4723.69SW 4723.78SW 4723.70SW 4723.61TBC 4723.72TBC 4723.72TBC 4725.01TBC 4725.01-3.00%-3.00%-3.00%-3.00%TC 4724.22TC 4724.22TC 4723.78TC 4723.78FL 4723.66FL 4724.10TLC 4724.26TLC 4724.30TLC 4723.75TLC 4723.83TLC 4723.54TLC 4723.46TLC 4723.46TLC 4723.54-3.00%-3.00%41.0'41.0'45.0'29.0'29.0'SW 4723.78SW 4723.7045.0'STA: 45+61.3843.00' LTSTA: 45+61.3810.00' LT PCSTA: 45+61.386.00' LT PTSTA: 45+63.388.00' LTSTA: 45+60.0053.00' LTSTA: 45+59.9959.00' LTSTA: 45+77.9553.00' LTSTA: 45+77.9559.00' LTSTA: 45+83.1253.00' LTSTA: 45+83.1259.01' LTSTA: 45+90.1468.61' LTSTA: 45+89.6859.00' LTSTA: 45+88.7553.00' LTSTA: 45+84.8647.08' LTSTA: 45+74.5143.00' LT PCSTA: 45+90.9141.07' LTSTA: 45+91.0444.00' LTSTA: 45+91.1747.00' LTSTA: 46+22.1041.00' LTSTA: 46+22.2444.00' LTSTA: 46+22.3947.00' LTSTA: 46+25.3867.35' LTSTA: 46+24.9759.00' LTSTA: 46+25.8153.00' LTSTA: 46+28.4848.37' LTSTA: 46+32.4245.06' LTSTA: 46+37.8943.00' LT PTSTA: 46+43.9243.00' LTSTA: 46+49.9643.00' LTSTA: 46+52.9043.00' LTSTA: 46+53.2153.00' LTSTA: 46+53.2159.00' LTSTA: 46+43.9353.00' LTSTA: 46+43.9359.00' LTSTA: 46+37.8953.00' LTSTA: 46+37.8959.00' LTSTA: 46+31.3853.00' LTSTA: 46+31.3859.00' LTSTA: 46+52.9010.00' RT PTSTA: 46+50.908.00' RTSTA: 46+52.906.00' RT PC6.0'6.0'-1.50%-1.52%-0.71%-0.85%-1.50%STA: 46+52.9043.00' RTSTA: 46+49.8643.00' RTSTA: 46+43.8943.00' RTSTA: 46+43.8949.00' RTSTA: 46+43.8959.00' RTSTA: 46+53.1859.00' RTSTA: 46+53.2149.00' RTSTA: 46+37.9243.00' RTSTA: 46+33.4343.00' RT PTSTA: 46+32.0243.07' RTSTA: 46+37.9349.00' RTSTA: 46+37.9359.00' RTSTA: 46+21.5149.00' RTSTA: 46+18.4759.00' RT PCSTA: 45+91.6559.00' RT PCSTA: 45+88.7149.00' RTSTA: 45+76.7943.00' RT PTSTA: 45+61.3849.00' RTSTA: 45+61.3859.00' RTSTA: 45+61.3843.00' RT6.0'ASP 4725.25STA: 46+05.060.00' CLR2.0'R15.0'TLC 4724.28STA: 45+89.6157.37' LT PTR2.0'R15.0'TLC 4723.83STA: 46+24.9658.73' LT PCR15.0'R15.0'-7.26%-7.48%SW 4724.11STA: 46+32.0249.00' RTSW 4724.26STA: 46+32.0259.00' RT-1.50%-1.50%TBC 4724.74STA: 45+89.9966.19' LTTBC 4724.04STA: 46+30.3146.55' LTVERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2022COPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\PROJECTS\0417\085 - COTTONWOOD ROAD\ACAD\SHEETS\INTERSECTION GRADING DETAILS.DWG PLOTTED BY:BEN SLAKEY ON Nov/21/2022REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsCOTTONWOOD ROAD (OAK TO BAXTER)BOZEMANMTCOTTONWOOD ROAD GRADING DETAILS: STA 45+29.23 - 46+96.540417.08533GR-4BEVBEVJRN11/2022SWF11/202210' PPSD.SHARED-USE PATH10 20510 0SCALE IN FEETCOTTONWOOD ROADGRADING LIMITSGENERAL NOTES1. PROVIDE DETECTABLE WARNINGDEVICES MEETING THE CITY OFBOZEMAN STANDARD'S ANDPLACEMENT SHALL COMPLY WITHTHE CITY OF BOZEMAN STANDARDDETAIL DRAWINGS.2. VERIFY ELEVATIONS IN THE FIELDPRIOR TO CONSTRUCTION.3. MATCH EXISTING ELEVATIONS ATALL JOINTS BETWEEN NEW ANDEXISTING CONCRETE. ELEVATIONSSHOWN AT MATCH LOCATIONS AREAPPROXIMATE.GRADING LIMITSTOUCHSTONEDRIVE11/21/2022DRDARECORD DRAWING111111111111111111111111111/2/2/2/2/2/2/2/2/2/2/2/2/2/2/2/2/1/1/1/1/1/1//1/1/1/1/1/1///202020202020202020202020200022222222222222222222222222222222 D18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD12SD12SD12SD12SD51+0052+00TBC 4719.03STA: 51+11.4010.00' RTTBC 4717.64STA: 51+15.4543.00' RTTBC 4718.06STA: 51+18.1443.00' RTSW 4718.31STA: 51+15.3759.00' RTSW 4718.16STA: 51+15.4249.00' RTSW 4718.30STA: 51+30.3748.96' RTSW 4718.45STA: 51+30.4458.99' RTSW 4718.57STA: 51+42.3359.00' RTSW 4718.42STA: 51+42.2548.96' RTSW 4718.45STA: 51+67.5949.00' RTSW 4718.64STA: 51+78.5049.16' RTSW 4718.79STA: 51+77.7259.13' RTSW 4718.60STA: 51+67.5858.99' RTSW 4719.67STA: 51+99.8563.86' RT PCCSW 4719.52STA: 52+04.4554.69' RT PCCSW 4719.99STA: 52+33.6168.78' RTSW 4720.17STA: 52+27.9277.70' RTSW 4720.74STA: 52+55.6499.65' RT PCCSW 4720.59STA: 52+65.6893.46' RT PCCSW 4718.27STA: 51+11.4159.00' LTSW 4718.18STA: 51+11.4153.00' LTSW 4718.29STA: 51+31.0453.00' LTSW 4718.41STA: 51+31.0459.00' LTSW 4718.32STA: 51+35.7748.78' LTSW 4718.47STA: 51+36.7258.73' LTSW 4718.35STA: 51+39.8048.23' LTSW 4718.50STA: 51+41.5658.08' LTSW 4718.40STA: 51+48.5146.87' LTSW 4718.55STA: 51+49.8756.78' LTSW 4718.25SW 4718.40STA: 51+70.6455.02' LTSW 4718.42STA: 51+79.4245.02' LTSW 4718.57STA: 51+79.1255.02' LTSW 4719.35STA: 52+07.3949.38' LTSW 4719.50STA: 52+05.2459.09' LTSW 4719.54STA: 52+06.9159.56' LTSW 4719.39STA: 52+09.1349.88' LTSW 4719.89STA: 52+33.1858.77' LTSW 4720.04STA: 52+29.9868.08' LTSW 4719.99STA: 52+37.6260.90' LTSW 4720.14STA: 52+34.1270.06' LTSW 4720.29STA: 52+56.5572.75' LTSW 4720.44STA: 52+51.9381.15' LT6.0'TBC 4718.18STA: 51+30.8241.13' RTTBC 4718.27STA: 51+40.2839.75' RTTBC 4718.38STA: 51+52.4038.00' RT PCTBC 4718.59STA: 51+62.4938.48' RTTBC 4719.02STA: 51+85.6442.56' RTTBC 4719.43STA: 52+07.1049.17' RT PCCTBC 4719.88STA: 52+30.3159.72' RTTBC 4720.10STA: 52+45.7468.98' RTTBC 4718.03STA: 51+11.5443.00' LTTBC 4718.15STA: 51+24.5241.20' LTTBC 4718.36STA: 51+47.2838.00' LTTBC 4718.47STA: 51+59.9438.20' LTTBC 4718.83STA: 51+85.1740.15' LTTBC 4719.92STA: 52+39.2556.76' LT-2.00%-2.37%-2.76%-2.88%-3.00%-3.00%10.0'TBC 4719.32STA: 52+10.1545.52' LTTBC 4720.12STA: 52+17.9414.45' LTTBC 4720.55STA: 52+52.2325.04' LT PTTBC 4720.50STA: 52+43.8721.81' LTTBC 4720.49STA: 52+52.200.00' CLTBC 4720.74STA: 52+53.5525.10' RT PCTBC 4720.71STA: 52+52.0326.17' RT PTTBC 4720.22STA: 52+22.3615.38' RTTBC 4719.76STA: 51+91.3510.29' RTTBC 4719.58STA: 51+82.7510.19' LTTBC 4719.41STA: 51+70.0310.00' LT PCTBC 4719.21STA: 51+47.1410.00' LTTBC 4719.23STA: 51+52.2910.00' RTTBC 4719.13STA: 51+31.3110.00' LTTBC 4719.03STA: 51+11.4010.00' LTTBC 4719.13STA: 51+31.3010.00' RTTBC 4720.59STA: 52+56.0121.40' LT PC-3.00%-3.00%-3.00%-2.45%-2.24%-2.10%-2.04%-2.00%TLC 4718.36STA: 51+79.6939.45' LTTLC 4718.22STA: 51+70.5438.72' LTTLC 4718.51STA: 51+79.1041.10' RTTLC 4718.32STA: 51+68.4239.22' RTTLC 4717.78STA: 51+29.2341.37' RTTLC 4717.69STA: 51+19.7242.77' RTTLC 4717.74STA: 51+22.8941.43' LTTLC 4717.65STA: 51+13.1642.78' LT10.0'10.0'12.0' R3.0'R100.0'R1.0'R400.0'R115.0'R110.0'TBC 4720.2168.13 LTSW 4720.69SW 4718.54STA: 51+72.6148.99' RT PCSW 4718.69STA: 51+72.6858.99' RT PC10.0' 10.0' R50.0'TBC 4717.48STA: 50+83.6243.00' RTSW 4718.13STA: 50+83.6158.98' RTSW 4717.98STA: 50+83.6148.99' RTFG 4717.80STA: 51+15.8180.71' RTFG 4718.06STA: 51+16.2870.30' RTFG 4717.63STA: 50+83.5980.62' RTFG 4717.20STA: 51+15.8083.12' RTFG 4717.40STA: 50+83.5981.53' RT-1.37%-1.50%0.58%1.10%-4.19%-3.91%-3.22%-2.50%SW 4718.74STA: 51+61.6349.00' RTSW 4718.89STA: 51+61.6359.00' RTSW 4719.37STA: 51+86.8760.21' RTSW 4719.22STA: 51+88.7850.35' RTSW 4719.10STA: 51+85.8955.47' LTSW 4718.95STA: 51+86.6745.51' LTSW 4718.69STA: 51+62.9955.43' LTSW 4718.54STA: 51+62.2745.45' LTSTA: 51+70.3345.02' LTTBC 4719.17STA: 51+40.0010.00' RTTBC 4719.21STA: 51+47.1510.00' RTTBC 4719.23STA: 51+52.3010.00' LTSW 4717.90STA: 51+26.9446.96' RTSW 4718.13STA: 51+38.8246.96' RTSW 4717.83STA: 51+19.8946.63' LTSW 4718.28STA: 51+29.1351.91' LT-2.63%1.50%VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2022COPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\PROJECTS\0417\085 - COTTONWOOD ROAD\ACAD\SHEETS\INTERSECTION GRADING DETAILS.DWG PLOTTED BY:BEN SLAKEY ON Nov/21/2022REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsCOTTONWOOD ROAD (OAK TO BAXTER)BOZEMANMTCOTTONWOOD ROAD GRADING DETAILS: STA 50+93.00 - 52+62.600417.08534GR-5BEVBEVJRN11/2022SWF11/202210' PPSD.SHARED-USE PATH10 20510 0SCALE IN FEETCOTTONWOOD ROADGRADING LIMITSGENERAL NOTES1. PROVIDE DETECTABLE WARNINGDEVICES MEETING THE CITY OFBOZEMAN STANDARD'S ANDPLACEMENT SHALL COMPLY WITHTHE CITY OF BOZEMAN STANDARDDETAIL DRAWINGS.2. VERIFY ELEVATIONS IN THE FIELDPRIOR TO CONSTRUCTION.3. MATCH EXISTING ELEVATIONS ATALL JOINTS BETWEEN NEW ANDEXISTING CONCRETE. ELEVATIONSSHOWN AT MATCH LOCATIONS AREAPPROXIMATE.4. TRANSITION FROM CATCH CURB TOSPILL CURB STA. 52+52.20,CL52+53.55, 25.10' RT.5. TRANSITION FROM CATCH CURB TOSPILL CURB STA. 52+56.01, 21.40' LTTO STA. 52+43.87, 21.81' LT.6. SEE GRADING DETAIL SHEET GR-16FOR MEDIAN CROSSING GRADES.GRADING LIMITS11/21/2022DDRECORD DRAWING111111111111111111111111111/2/2/2/2/2/2/2/2/2/2/2/2/2/2/2/2/1/1/1/1/1/1//1/1/1/1/1/1///202020202020202020202020200022222222222222222222222222222222 >>>>> > > >>>>>>>> > >>> >>>>15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD12SD12SD12SD===[]======[]======[]======[]======[]======[]======[]======[]======[]===53+0054+00TBC 4720.86STA: 52+75.8521.16' RTTBC 4720.75STA: 52+74.500.00' CLTBC 4720.98STA: 52+85.6143.66' RTTBC 4721.09STA: 53+02.3260.22' RTTBC 4721.22STA: 53+27.5671.45' RTTBC 4721.32STA: 53+52.0273.93' RT12.5' TYP.TBC 4721.78STA: 53+12.4948.79' RTTBC 4721.68STA: 53+00.4037.65' RTTBC 4721.55STA: 52+90.6417.94' RTTBC 4722.01STA: 53+51.2459.45' RTTBC 4721.90STA: 53+90.0944.63' RTTBC 4721.23STA: 53+98.2456.91' RT PCTBC 4721.84STA: 53+94.1540.70' RTTBC 4721.16STA: 54+04.0350.17' RTTBC 4720.96STA: 54+15.9129.84' RTTBC 4721.63STA: 54+04.3521.93' RTTBC 4721.41STA: 54+08.120.00' CLTBC 4720.72STA: 54+22.620.00' CLTBC 4720.58STA: 54+20.9817.60' LTTBC 4721.64STA: 53+83.3846.93' LTTBC 4720.96STA: 53+90.8658.77' LTTBC 4721.19STA: 53+65.4771.73' LTTBC 4721.86STA: 53+64.4857.06' LTTBC 4722.12STA: 53+39.3858.69' LTTBC 4721.44STA: 53+37.4273.01' LTTBC 4722.22STA: 53+30.4056.28' LTTBC 4721.53STA: 53+26.5770.10' LTTBC 4721.98STA: 53+11.6445.14' LTTBC 4721.29STA: 53+03.6756.59' LTTBC 4721.56STA: 52+90.7510.85' LTTBC 4720.87STA: 52+77.1414.62' LTTBC 4721.07STA: 52+86.7536.64' LTTBC 4720.64STA: 52+77.2584.65' LTTBC 4720.56STA: 52+82.4791.83' LTFL 4720.83STA: 53+40.7948.69' LTFL 4720.34STA: 52+97.640.00' CLFL 4720.83STA: 53+58.5049.38' RTFL 4721.23STA: 54+02.120.00' CL-2.00%-2.00%-2.00%-2.00%-2.00%-2.00%-2.00%-2.00%-2.00%-2.00%TBC 4721.78STA: 52+99.2530.67' LT-1.50%-1.50%-1.50%-1.50%-1.50%-1.50%-1.50%-1.50%-1.50%-1.50%-1.50%-2.00%-2.00%TBC 4720.54STA: 54+42.9718.56' RT PCTBC 4720.43STA: 54+46.8921.94' RT PCR10STA: 54+50.9856.70' RT PCCR85.0'R1.0'R3.0'10.0'-2.00% 24.8'24.9'-2.00%R1.0'R3.0'-2.00%-2.00%27.3'26.2'STA: 52+59 16STA: 52+78.1894.94' LTSW 4720.66STA: 52+71.16100.30' LTSW 4720.82STA: 52+67.7795.87' LTSW 4720.88STA: 52+73.6588.83' LTSW 4720.73STA: 52+66.4381.09' LTSW 4720.54STA: 52+61.2788 97' LT10.0'STA: 54+39.0368.70' RT PCSW 4720.27STA: 54+38.1167.04' RT PCTBC 4720.24R20.0'R77.0'R85.0'R60.0'10.0'8.3'8.0'TLC 47TBC 4721.37STA: 53+64.1572.62' RTTBC 4721.42STA: 53+75.3869.79' RTTBC 4722.06STA: 53+60.6458.43' RTTBC 4721.92STA: 53+34.8158.10' RTTBC 4721.37STA: 53+44.7373.88' LTTBC 4720.77STA: 54+09.6041.73' LTTBC 4721.44STA: 53+97.8431.45' LTTBC 4721.27STA: 54+06.2014.24' LTVERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2022COPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\PROJECTS\0417\085 - COTTONWOOD ROAD\ACAD\SHEETS\INTERSECTION GRADING DETAILS.DWG PLOTTED BY:BEN SLAKEY ON Nov/21/2022REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsCOTTONWOOD ROAD (OAK TO BAXTER)BOZEMANMTCOTTONWOOD ROAD GRADING DETAILS: STA 52+65.30 - 54+32.200417.08535GR-6BEVBEVJRN11/2022SWF11/202210 20510 0SCALE IN FEETGENERAL NOTES1. PROVIDE DETECTABLE WARNINGDEVICES MEETING THE CITY OFBOZEMAN STANDARD'S ANDPLACEMENT SHALL COMPLY WITHTHE CITY OF BOZEMAN STANDARDDETAIL DRAWINGS.2. VERIFY ELEVATIONS IN THE FIELDPRIOR TO CONSTRUCTION.3. MATCH EXISTING ELEVATIONS ATALL JOINTS BETWEEN NEW ANDEXISTING CONCRETE. ELEVATIONSSHOWN AT MATCH LOCATIONS AREAPPROXIMATE.GRADING LIMITS11/21/2022DDRECORD DRAWING111111111111111111111111111/2/2/2/2/2/2/2/2/2/2/2/2/2/2/2/2/1/1/1/1/1/1//1/1/1/1/1/1///202020202020202020202020200022222222222222222222222222222222 SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SDESESESESESESESESES55+0056+00STA 54 20 98-2.00%-2.00%-2.00%-2.19%-2.55%-2.91%-2.96%-3.00%-3.00%-2.94%-2.78%-2.71%-2.41%-2.16%-2.00%SW 4719.62STA: 54+66.1754.62' RTTBC 4720.54STA: 54+42.9718.56' RT PCTBC 4720.45STA: 54+45.160.00' CLTBC 4720.33STA: 54+43.3721.54' LT PCTBC 4720.30STA: 54+44.8922.63' LT PCTBC 4720.06STA: 54+62.1315.57' LTTBC 4719.66STA: 54+81.479.84' LTTBC 4719.01STA: 55+13.715.13' LTTBC 4719.35STA: 54+97.206.79' LTTBC 4720.43STA: 54+46.8921.94' RT PCTBC 4719.90STA: 54+70.4412.95' RTTBC 4719.50STA: 54+89.338.39' RTTBC 4719.01STA: 55+13.575.59' RTTBC 4719.72STA: 54+59.5451.97' RTTBC 4718.69STA: 54+95.5538.72' RTTBC 4718.27STA: 55+11.0535.87' RTTLC 4717.73STA: 55+17.0135.19' RTTLC 4717.54STA: 55+26.9534.26' RTTBC 4717.72STA: 55+34.8233.70' RTTBC 4717.67STA: 55+27.3440.32' RT29.1'24.7'25.3'41.2'R1.0'TBC 4718.53STA: 55+35.025.00' RT PTR400.0'TBC 4718.74STA: 55+26.535.09' RTTBC 4720.36STA: 54+17.8690.17' LTTBC 4719.50STA: 54+72.1459.45' LTTBC 4719.11STA: 54+84.7052.50' LTTBC 4718.68STA: 54+99.0245.79' LTTBC 4718.25STA: 55+13.3040.18' LTTLC 4717.68STA: 55+19.1238.17' LTTLC 4717.47STA: 55+28.9035.56' LTTBC 4717.64STA: 55+34.8234.44' LTTBC 4718.74STA: 55+26.745.00' LTTBC 4719.53STA: 54+70.2360.59' LT PCCTBC 4717.34STA: 55+52.5533.01' LT PTSTA: 55+32.9233.83' RTR100.0'R115.0'TLC 4716.40STA: 55+81.9736.46' RTTLC 4716.22STA: 55+91.5737.86' RTTBC 4717.26STA: 55+58.2533.02' RT PTTBC 4719.91R395.0'R85.0'STA: 54+50.9856.70' RT PCC10.0'6.0'6.5'SW 4719.77STA: 54+69.0264.05' RTSW 4719.14STA: 54+90.5756.46' RTSW 4718.99STA: 54+88.4146.78' RTSW 4717.83STA: 55+17.4041.18' RTSW 4717.98STA: 55+18.4551.13' RTSW 4717.79STA: 55+28.0150.30' RTSW 4717.64SW 4717.73STA: 55+45.0549.75' RTSW 4717.82STA: 55+35.6339.90' RTSW 4717.36STA: 55+57.8840.10' RTSW 4717.51STA: 55+57.3550.09' RTSW 4717.04STA: 55+73.4041.40' RTSW 4717.19STA: 55+72.2751.33' RTSW 4717.00STA: 55+77.5345.94' RTSW 4717.10STA: 55+76.7451.88' RTSW 4716.5448.74 RTSW 4716.62STA: 56+00.0054.79' RT10.0'6.1'6.0'STA: 55+93.1738.10' RTTBC 4716.58STA: 55+80.3736.23' RTTBC 4716.83TBC 4720.22STA: 54+54.7118.38' LTTBC 4720.23STA: 54+55.6918.12' RT10.0'SW 4720.45STA: 54+22.6795.02' LTSW 4720.60STA: 54+30.97103.06' LTSW 4719.84STA: 54+61.3773.38' LT PCCSW 4719.99STA: 54+69.1781.32' LT PCCSW 4719.60STA: 54+76.9464.90' LTSW 4719.75STA: 54+83.5573.38' LTSW 4719.23STA: 54+88.8859.34' LTSW 4719.38STA: 54+94.6368.17' LTSW 4718.81STA: 55+02.9253.77' LTSW 4718.96STA: 55+07.7062.94' LTSW 4717.85STA: 55+20.2648.01' LTSW 4718.05STA: 55+22.9357.65' LTSW 4717.66STA: 55+30.0945.78' LTSW 4717.86STA: 55+31.8755.62' LTSW 4717.51STA: 55+52.0844.02' LTSW 4717.66STA: 55+52.0754.02' LTSW 4717.25STA: 55+63.5944.03' LTSW 4717.15STA: 55+68.6848.04' LTSW 4717.24STA: 55+68.6754.04' LTSW 4717.40STA: 55+63.5854.03' LTTLC 4716.49STA: 55+76.8236.48' LTTLC 4716.30STA: 55+86.5137.85' LTSTA: 55+75.2136.25' LTTBC 4716.91STA: 55+88.1338.06' LT PCTBC 4716.66R389.0'R110.0'R1010.0'R260.0'-3.00%SW 4717.55STA: 55+49.9144.02' LT PTSW 4717.70STA: 55+49.8954.02' LT PTR110.0'R100.0'R389. 0' R379. 0' 10.0'10.0'10.0'-1.62%-1.71%1.75%1.83%-2.45%-2.25%-2.37%-2.41%R3.0'SW 4718.39STA: 55+09.4142.15' RTSW 4718.54STA: 55+10.5552.08' RTSTA: 55+35.9849.89' RTSW 4717.97STA: 55+45.2639.75' RTSW 4717.57SW 4718.08STA: 55+39.8354.51' LTSW 4717.93STA: 55+38.8344.56' LTSW 4718.68STA: 55+15.2860.08' LTSW 4718.56STA: 55+11.8450.68' LTTBC 4719.16STA: 54+78.4443.78' RTVERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2022COPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\PROJECTS\0417\085 - COTTONWOOD ROAD\ACAD\SHEETS\INTERSECTION GRADING DETAILS.DWG PLOTTED BY:BEN SLAKEY ON Nov/21/2022REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsCOTTONWOOD ROAD (OAK TO BAXTER)BOZEMANMTHARPER PUCKETT ROAD GRADING DETAILS: STA 54+32.20 - 56+01.900417.08536GR-7BEVBEVJRN11/2022SWF11/202210 20510 0SCALE IN FEETHARPER PUCKETT ROADGRADING LIMITSGENERAL NOTES1. PROVIDE DETECTABLE WARNINGDEVICES MEETING THE CITY OFBOZEMAN STANDARD'S ANDPLACEMENT SHALL COMPLY WITHTHE CITY OF BOZEMAN STANDARDDETAIL DRAWINGS.2. VERIFY ELEVATIONS IN THE FIELDPRIOR TO CONSTRUCTION.3. MATCH EXISTING ELEVATIONS ATALL JOINTS BETWEEN NEW ANDEXISTING CONCRETE. ELEVATIONSSHOWN AT MATCH LOCATIONS AREAPPROXIMATE.4. TRANSITION FROM CATCH CURB TOSPILL CURB STA. 54+42.97, 18.56' RTTO STA. 54+46.89, 21.94' RT.5. TRANSITION FROM CATCH CURB TOSPILL CURB STA. 54+44.89, 22.63' LTTO STA. 54+54.71, 18.38' LT.6. SEE GRADING DETAIL SHEET GR-16FOR MEDIAN CROSSING GRADES.GRADING LIMITS11/21/2022DRECORD DRAWING111111111111111111111111111/2/2/2/2/2/2/2/2/2/2/2/2/2/2/2/2/1/1/1/1/1/1//1/1/1/1/1/1///202020202020202020202020200022222222222222222222222222222222 15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD56+0057+00SW 4716.54STA: 56+00.0048.74' RTSW 4716.62STA: 56+00.0054.79' RTSTA: 55+93.1738.10' RTTBC 4716.58STA: 55+88.1338.06' LT PCTBC 4716.66STA: 56+18.205.20' LTTBC 4717.02STA: 56+18.205.20' RTTBC 4717.02STA: 56+20.755.21' RT PTTBC 4716.96STA: 56+20.755.21' LT PCTBC 4716.96STA: 56+25.980.00' CLTBC 4716.99STA: 56+08.1838.15' LT PCCTBC 4716.27STA: 56+18.1938.20' LT PTTBC 4716.023.00%-3.00%-3.00%-3.00%-3.02%SW 4714.79STA: 56+81.1456.65' RT PCSW 4714.33STA: 57+01.7655.89' RT PTSW 4714.40STA: 57+02.6561.83' RT PTSTA: 56+30.000.00' CLASP 4716.44STA: 56+30.0035.28' LTASP 4715.38STA: 56+30.0038.25' RTTBC 4715.73-3.00%-3.00%SW 4714.89STA: 56+80.7562.64' RT PC1.64%1.17%6.0'SW 4712.70STA: 57+73.1145.28' RTSW 4712.56STA: 57+78.9050.47' RTSW 4712.79STA: 57+73.9651.22' RTSW 4712.45STA: 57+78.0544.55' RT1.50%1.96%STA: 56+80.2649.32' LTFL 4710.16STA: 57+17.5045.59' LTFL 4709.51STA: 57+22.9045.07' LTFL 4709.42STA: 57+70.0039.79' LTFL 4709.11-3.00%-3.00%ASP 4714.26ASP 4713.54TBC 4713.67STA: 57+17.5023.98' LTSTA: 57+17.5034.02' RTASP 4713.23STA: 57+61.5220.34' LTASP 4713.23STA: 57+61.520.00' CLTBC 4712.76STA: 57+61.5229.97' RT-3.00%0.00%24.0'32.0'20.3'28.0'STA: 56+30.0056.88' LTFL 4711.186.0'STA: 57+17.500.00' CLR110.0'R8650.0'VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2022COPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\PROJECTS\0417\085 - COTTONWOOD ROAD\ACAD\SHEETS\INTERSECTION GRADING DETAILS.DWG PLOTTED BY:BEN SLAKEY ON Apr/20/2022REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsCOTTONWOOD ROAD (OAK TO BAXTER)BOZEMANMTHARPER PUCKETT ROAD GRADING DETAILS: STA 55+85.00 - 57+75.000417.08537GR-8BEVBEVJRN04/2022SWF04/202210 205100SCALE IN FEETHARPER PUCKETT ROADGRADING LIMITSGENERAL NOTES1. PROVIDE DETECTABLE WARNINGDEVICES MEETING THE CITY OFBOZEMAN STANDARD'S ANDPLACEMENT SHALL COMPLY WITHTHE CITY OF BOZEMAN STANDARDDETAIL DRAWINGS.2. VERIFY ELEVATIONS IN THE FIELDPRIOR TO CONSTRUCTION.3. MATCH EXISTING ELEVATIONS ATALL JOINTS BETWEEN NEW ANDEXISTING CONCRETE. ELEVATIONSSHOWN AT MATCH LOCATIONS AREAPPROXIMATE.GRADING LIMITS04/20/2022RECORD DRAWING040404040404044040444040444/////////////////00222222222222200000000000000/2/2/2/2/2/2/2/2/2/2/2/2/2//02020202020202020202020202002022222222222222222 15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SDX X X X X X X X X X X X X X X X X X X X X X X58+0059+00ASP 4712.91STA: 57+92.0017.76' LT1.61%ASP 4712.62STA: 57+92.000.00' CLTBC 4712.24STA: 57+92.0027.21' RT-3.00%3.00%-3.00%17.8'25.2'ASP 4712.55STA: 58+25.5016.58' LTASP 4712.06STA: 58+25.500.00' CLTBC 4711.76STA: 58+25.5024.19' RTFL 4709.05STA: 57+78.1042.95' LT3.00%-3.00%ASP 4711.63STA: 59+00.0015.30' LTASP 4711.17STA: 59+00.000.00' CLTBC 4711.06STA: 59+00.0018.18' RT15.3'ASP 4710.66STA: 59+50.000.00' CL-3.00%TBC 4710.61STA: 59+50.0016.08' RT16.2'3.00%ASP 4711.08STA: 59+50.0014.02' LT14.0'14.1'FL 4708.99STA: 57+92.0041.53' LTFL 4708.93STA: 58+25.5039.91' LTFG 4708.99STA: 59+00.0025.90' LTFG 4708.42STA: 59+50.0024.63' LTFL 4710.21STA: 57+78.1032.95' LTVERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2022COPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\PROJECTS\0417\085 - COTTONWOOD ROAD\ACAD\SHEETS\INTERSECTION GRADING DETAILS.DWG PLOTTED BY:BEN SLAKEY ON Apr/20/2022REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsCOTTONWOOD ROAD (OAK TO BAXTER)BOZEMANMTHARPER PUCKETT ROAD GRADING DETAILS: STA 57+75.00 - 59+55.000417.08538GR-9BEVBEVJRN04/2022SWF04/202210 205100SCALE IN FEETHARPER PUCKETT ROADGRADING LIMITSGENERAL NOTES1. PROVIDE DETECTABLE WARNINGDEVICES MEETING THE CITY OFBOZEMAN STANDARD'S ANDPLACEMENT SHALL COMPLY WITHTHE CITY OF BOZEMAN STANDARDDETAIL DRAWINGS.2. VERIFY ELEVATIONS IN THE FIELDPRIOR TO CONSTRUCTION.3. MATCH EXISTING ELEVATIONS ATALL JOINTS BETWEEN NEW ANDEXISTING CONCRETE. ELEVATIONSSHOWN AT MATCH LOCATIONS AREAPPROXIMATE.4. SEE STORMWATER POND GRADINGDETAILS FOR POND ELEVATIONS.GRADING LIMITS04/20/2022RECORD DRAWING040404040404044040444040444/2/2/2/2/2/2/2/2/2/2/2/2//2///0/0/0/0/0/0/0/0/0/0/0/0/0/0//20202020202020202020202020000222222222222222222222222222222200 15SD15SD15SD15SD15SD15SD15SD/////////////////////////////////X X X X X X X X X X X X X59+75ASP 4710.66STA: 59+50.000.00' CL-3.00%TBC 4710.61STA: 59+50.0016.08' RT3.00%ASP 4711.08STA: 59+50.0014.02' LT14.0'14.1'TBC 4711.38STA: 59+56.5415.94' LTTBC 4711.33STA: 59+75.0015.96' LTTBC 4710.35STA: 59+75.0015.97' RTFG 4708.42STA: 59+50.0024.63' LTFG 4708.65STA: 59+56.4524.54' LT-3.00%4.03%14.0'14.0'VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2022COPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\PROJECTS\0417\085 - COTTONWOOD ROAD\ACAD\SHEETS\INTERSECTION GRADING DETAILS.DWG PLOTTED BY:BEN SLAKEY ON Apr/20/2022REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsCOTTONWOOD ROAD (OAK TO BAXTER)BOZEMANMTHARPER PUCKETT ROAD GRADING DETAILS: STA 59+55.00 - 59+75.000417.08539GR-10BEVBEVJRN04/2022SWF04/202210 205100SCALE IN FEETHARPER PUCKETT ROADGRADING LIMITSGENERAL NOTES1. PROVIDE DETECTABLE WARNINGDEVICES MEETING THE CITY OFBOZEMAN STANDARD'S ANDPLACEMENT SHALL COMPLY WITHTHE CITY OF BOZEMAN STANDARDDETAIL DRAWINGS.2. VERIFY ELEVATIONS IN THE FIELDPRIOR TO CONSTRUCTION.3. MATCH EXISTING ELEVATIONS ATALL JOINTS BETWEEN NEW ANDEXISTING CONCRETE. ELEVATIONSSHOWN AT MATCH LOCATIONS AREAPPROXIMATE.4. SEE STORMWATER POND GRADINGDETAILS FOR POND ELEVATIONS.GRADING LIMITS04/20/2022RECORD DRAWING040404040404044040444040444/2/2/2/2/2/2/2/2/2/2/2/2//2///0/0/0/0/0/0/0/0/0/0/0/0/0/0//20202020202020202020202020000222222222222222222222222222222200 XWLWLWLWLWLWLWLWLWLWLWLWWLWLWLWLWLWLWLWLWLWLWLWL198+00199+00STA: 197+20.310.00' CLSTA: 197+20.3011.62' RTSTA: 197+20.3112.17' CLASP 4711.98ASP 4711.61ASP 4711.63STA: 197+20.3120.26' LTFL 4709.81STA: 197+50.0028.92' LTFL 4708.84STA: 197+50.0022.89' RTFG 4709.14STA: 197+50.0029.89' RTFL 4708.19STA: 197+20.3122.22' RTFL 4706.56STA: 197+20.3127.22' RTFL 4706.70STA: 197+50.0012.29' RTASP 4711.79STA: 197+50.000.00' CLASP 4712.16STA: 197+50.0012.31' LTASP 4711.79STA: 198+00.0029.15' LTFL 4709.13STA: 198+00.0024.03' RTFL 4709.40STA: 198+00.0031.03' RTFL 4708.45STA: 198+00.0013.42' RTASP 4712.05STA: 198+00.000.00' CLASP 4712.46STA: 198+00.0012.55' LTASP 4712.08STA: 199+00.0030.34' LTFL 4709.74STA: 199+00.0025.59' RTFL 4710.01STA: 199+00.0032.59' RTFL 4709.06STA: 199+00.0014.98' RTASP 4712.66STA: 199+00.000.00' CLASP 4713.11STA: 199+00.0013.73' LTASP 4712.70STA: 197+50.0022.91' LTFL 4709.14STA: 198+00.0023.15' LTFL 4709.43STA: 199+00.0024.34' LTFL 4710.04STA: 197+50.0025.88' RTFG 4708.39STA: 198+00.0027.02' RTFG 4708.65STA: 199+00.0028.58' RTFG 4709.26VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2022COPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\PROJECTS\0417\085 - COTTONWOOD ROAD\ACAD\SHEETS\INTERSECTION GRADING DETAILS.DWG PLOTTED BY:BEN SLAKEY ON Nov/21/2022REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsCOTTONWOOD ROAD (OAK TO BAXTER)BOZEMANMTBAXTER LANE GRADING DETAILS: STA 197+20.31 - 199+70.000417.08540GR-11BEVBEVJRN11/2022SWF11/202210 20510 0SCALE IN FEETBAXTER LANEGRADING LIMITSGENERAL NOTES1. PROVIDE DETECTABLE WARNINGDEVICES MEETING THE CITY OFBOZEMAN STANDARD'S ANDPLACEMENT SHALL COMPLY WITHTHE CITY OF BOZEMAN STANDARDDETAIL DRAWINGS.2. VERIFY ELEVATIONS IN THE FIELDPRIOR TO CONSTRUCTION.3. MATCH EXISTING ELEVATIONS ATALL JOINTS BETWEEN NEW ANDEXISTING CONCRETE. ELEVATIONSSHOWN AT MATCH LOCATIONS AREAPPROXIMATE.GRADING LIMITS11/21/2022DDRECORD DRAWING111111111111111111111111111/2/2/2/2/2/2/2/2/2/2/2/2/2/2/2/2/1/1/1/1/1/1//1/1/1/1/1/1///202020202020202020202020200022222222222222222222222222222222 D18SD 18SD 18SD 18SD 18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD202+00203+00204+00STA: 201+86.5920.77' RTTBC 4715.32STA: 201+86.5919.81' LTTBC 4715.35STA: 201+86.590.00' CLASP 4715.51STA: 202+34.5725.89' RTTBC 4715.99STA: 202+82.2425.45' RTTBC 4716.77STA: 202+83.8425.20' RTTLC 4716.41STA: 202+95.3523.42' RTTBC 4717.00STA: 202+93.4423.72' RTTLC 4716.58STA: 203+17.1820.04' RT PCTBC 4717.41STA: 204+11.1724.44' RTTBC 4719.13STA: 203+89.4421.86' RTTBC 4718.67STA: 203+94.634.69' RT PCCTBC 4719.25STA: 203+17.032.45' RTTBC 4717.95STA: 202+83.402.10' RT PTTBC 4717.50STA: 202+80.430.86' LTTBC 4717.51STA: 202+83.403.90' LT PCTBC 4717.43-4.82%-3.89%-3.00%-3.00%-3.00%-3.00%STA: 202+34.550.00' CLASP 4716.34STA: 202+64.2624.38' LTTBC 4716.52STA: 202+34.1224.11' LTTBC 4716.04STA: 202+77.1122.66' LTTBC 4716.77STA: 202+99.2519.75' LT PCTBC 4717.17R3.0'22.1'23.9'13.6'-3.00%STA: 202+99.164.08' LTTBC 4717.65-3.00%STA: 203+21.512.52' RT PCTBC 4718.01R600.0'STA: 203+18.334.31' LT PCTBC 4717.91R500.0'STA: 204+07.605.11' RT PCTBC 4719.50R1070.0'STA: 203+95.0622.19' RT PRCTBC 4718.40STA: 203+95.2022.20' RTTLC 4718.40R110.0'STA: 204+04.8923.34' RTTLC 4718.6111.7'STA: 203+94.555.08' LT PCCTBC 4719.20STA: 204+07.565.36' LT PCTBC 4719.45R500.0'R150.0'R395.0'STA: 202+75.5022.88' LTTLC 4716.34STA: 202+65.8724.16' LTTLC 4716.17STA: 203+88.2625.40' LTTBC 4718.49STA: 204+10.4427.79' LTTBC 4718.91STA: 203+61.4423.15' LTTBC 4717.99STA: 204+36.4833.58' LTTBC 4719.40STA: 204+22.1729.92' LTTBC 4719.1321.1'-2.35%-2.90%-2.98%STA: 203+61.624.61' LTTBC 4718.55STA: 203+61.663.64' RTTBC 4718.58-3.00%-3.00%-2.69%-2.66%-2.24%-3.58%-3.73%STA: 204+42.279.00' RTTBC 4720.19STA: 204+42.749.37' LTTBC 4720.0319.0'SW 4718.15SW 4718.30SW 4717.50SW 4717.47SW 4717.56STA: 203+02.1548.79' LTSTA: 202+97.0848.73' LTSTA: 202+97.1542.73' LTSTA: 203+02.2738.79' LTSTA: 203+50.0038.23' LTSTA: 203+50.5948.22' LTSW 4717.6510.0'SW 4718.67STA: 203+89.2345.03' LT PCSW 4718.49STA: 203+94.7644.50' LTSW 4718.66STA: 204+04.4844.09' LTSW 4719.37STA: 204+19.3145.62' LT PCCSW 4719.64STA: 204+32.6349.02' LTSW 4719.49STA: 204+35.0139.37' LTSW 4719.22STA: 204+21.0735.81' LT PCCSW 4718.51STA: 204+04.4434.09' LTSW 4718.34STA: 203+93.8834.54' LTSW 4718.52STA: 203+87.9135.11' LT PCR110.0'R389.0'R379.0'R100.0'SW 4717.86STA: 203+15.7049.06' RTSW 4717.81STA: 203+15.6343.06' RTSW 4717.74STA: 203+20.1639.01' RTSW 4717.82STA: 203+25.6239.04' RT PCSW 4717.97STA: 203+25.5249.04' RT PC10.0'SW 4718.14STA: 203+51.9136.01' RTSW 4718.27STA: 203+62.8332.73' RT PRCSW 4718.63STA: 203+89.7628.03' RTSW 4718.50STA: 203+94.9128.19' RTSW 4718.69STA: 204+04.4829.36' RTSW 4719.05STA: 204+09.8730.32' RTSW 4719.72STA: 204+32.0336.33' RTSW 4719.87STA: 204+28.0745.67' RTSW 4718.83STA: 204+02.7539.21' RTSW 4718.65STA: 203+94.3438.18' RTSW 4718.75STA: 203+91.0438.04' RTSW 4718.42STA: 203+65.8142.21' RT PRCSW 4718.27STA: 203+52.6746.07' RTR104.0'R94.0'R110.0' R100.0'STA: 204+53.1357.16' RTTBC 4720.53-1.42%-1.67%-1.50%-1.50%6.5'6.5'SW 4718.87STA: 203+86.8538.10' RTSW 4718.72STA: 203+86.4728.10' RTSW 4719.45STA: 204+11.2340.86' RTSW 4719.31STA: 204+13.7931.14' RT10.0'STA: 203+77.5424.45' LTTBC 4718.29STA: 203+63.2020.68' RTTBC 4718.10SW 4717.78STA: 203+13.7642.01' RTSW 4716.49STA: 202+90.5028.95' RTSW 4717.71STA: 203+18.7737.94' RTVERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2022COPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\PROJECTS\0417\085 - COTTONWOOD ROAD\ACAD\SHEETS\INTERSECTION GRADING DETAILS.DWG PLOTTED BY:BEN SLAKEY ON Nov/21/2022REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsCOTTONWOOD ROAD (OAK TO BAXTER)BOZEMANMTBAXTER LANE GRADING DETAILS: STA 201+75.00 - 204+50.000417.08541GR-12BEVBEVJRN11/2022SWF11/202210 20510 0SCALE IN FEETBAXTER LANEGRADING LIMITSGENERAL NOTES1. PROVIDE DETECTABLE WARNINGDEVICES MEETING THE CITY OFBOZEMAN STANDARD'S ANDPLACEMENT SHALL COMPLY WITHTHE CITY OF BOZEMAN STANDARDDETAIL DRAWINGS.2. VERIFY ELEVATIONS IN THE FIELDPRIOR TO CONSTRUCTION.3. MATCH EXISTING ELEVATIONS ATALL JOINTS BETWEEN NEW ANDEXISTING CONCRETE. ELEVATIONSSHOWN AT MATCH LOCATIONS AREAPPROXIMATE.4. SEE GRADING DETAIL SHEET GR-17FOR MEDIAN CROSSING GRADES.GRADING LIMITS11/21/2022DRDRECORD DRAWING111111111111111111111111111/2/2/2/2/2/2/2/2/2/2/2/2/2/2/2/2/1/1/1/1/1/1//1/1/1/1/1/1///202020202020202020202020200022222222222222222222222222222222 >>>>> > > >>>>>>>> > >>> >>>>DD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SDD12SD12SD12SD53+0054+0012.5' TYP.R100R85.0'205+00206+00207+00STA: 204+78.6518.81' RT PRCTBC 4720.91STA: 204+68.5215.47' RTTBC 4720.71STA: 204+80.0417.71' RT PRCTBC 4721.07R1.0'R3.0'STA: 204+78.830.04' LTTBC 4720.82STA: 204+80.2615.28' LT PRCTBC 4720.75STA: 204+76.4518.63' LT PRCTBC 4720.60STA: 204+65.4044.87' LTTBC 4719.98STA: 204+86.0556.68' LTTBC 4720.11STA: 204+63.2050.36' LTSW 4720.07STA: 204+59.6559.53' LTSW 4720.22STA: 204+83.3961.87' LTSW 4720.20STA: 204+79.0770.56' LTSW 4720.3510.0' 24.8'24.9'STA: 207+06.7814.18' LT PRCTBC 4720.92STA: 207+05.4313.09' LT PRCTBC 4720.96STA: 207+05.8113.38' RT PRCTBC 4720.68STA: 207+09.6516.57' RT PRCTBC 4720.62STA: 207+06.490.03' LTTBC 4720.76R1.0'R3.0'STA: 213.54'STA: 207+14.2415.00' RTTBC 4720.58STA8.STA: 207+367.34' LT P27.3'26.2'STA: 204+62.8943.71' RTTBC 4720.29STA: 204+59.3148.78' RTSW 4720.3810.0'STA: 206+81.4084.91' LT PCSW 4720.14STA: 206+96.8075.07' LT PCSW 4720.46STA: 207+01.7666.61' LT PCCSW 4720.61STA: 207+25.8348.06' LT PCCSW 4720.40STA: 207+34.645.63' LT PSW 4720.3STA: 207+21.1141.28' LT PCCTBC 4720.28R20.0'R77.0'R15 0R85.0'R110.0'R60.0'10.0'8.3'8.0'STA: 206+92.6063.56' LT PCTBC 4720.51STA: 206+87.2469.68' LT PCTBC 4720.38STA: 207+36.9433.38' LTTBC 4720.06STA: 207+42.9830.87' LTSSSTA:STA: 45.34STA: 207+3745.56-2.00%-2.00%-2.00%-2.00%STA: 207+31.788.02' LTTBC 4720.63VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2022COPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\PROJECTS\0417\085 - COTTONWOOD ROAD\ACAD\SHEETS\INTERSECTION GRADING DETAILS.DWG PLOTTED BY:BEN SLAKEY ON Nov/21/2022REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsCOTTONWOOD ROAD (OAK TO BAXTER)BOZEMANMTBAXTER LANE GRADING DETAILS: STA 204+54.00 - 207+35.000417.08542GR-13BEVBEVJRN11/2022SWF11/202210 20510 0SCALE IN FEETBAXTER LANEGENERAL NOTES1. PROVIDE DETECTABLE WARNINGDEVICES MEETING THE CITY OFBOZEMAN STANDARD'S ANDPLACEMENT SHALL COMPLY WITHTHE CITY OF BOZEMAN STANDARDDETAIL DRAWINGS.2. VERIFY ELEVATIONS IN THE FIELDPRIOR TO CONSTRUCTION.3. MATCH EXISTING ELEVATIONS ATALL JOINTS BETWEEN NEW ANDEXISTING CONCRETE. ELEVATIONSSHOWN AT MATCH LOCATIONS AREAPPROXIMATE.4. TRANSITION FROM SPILL CURB TOCATCH CURB STA. 204+80.04, 17.71'RT TO STA. 204+78.83, 0.04' LT.5. TRANSITION FROM SPILL CURB TOCATCH CURB STA.204+76.45, 18.63'LT TO STA. 204+80.26, 15.23' LT.6. TRANSITION FROM SPILL CURB TOCATCH CURB STA. 207+05.43, 13.09'LT TO STA. 207+06.49, 0.03' LT.7. TRANSITION FROM CATCH CURB TOSPILL CURB STA. 207+09.65, 16.57'RT TO STA. 207+36.93, 8.98' RT.GRADING LIMITS11/21/2022DRDARECORD DRAWING111111111111111111111111111/2/2/2/2/2/2/2/2/2/2/2/2/2/2/2/2/1/1/1/1/1/1//1/1/1/1/1/1///202020202020202020202020200022222222222222222222222222222222 STA: 207+51.3544.94' LT208+00209+00D12SD12SD12SD12SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SDE15SDE15SDE15SDE15SDE15SDE15SDE15SDE15SDE15SDE15SDE15SDE15SDE15SDDTV208+00209+00STA: 207+18.8713.54' RTTBC 4720.54STA: 207+36.938.98' RT PRCTBC 4720.40STA: 207+36.297.34' LT PRCTBC 4720.55-2.00%-2.00% 27.3'.2'STA: 207+34.6745.63' LT PTSW 4720.31R15.0'R110.0'STA: 207+49.516.82' RT PRCTBC 4720.25STA: 208+37.433.10' RT PTTBC 4719.26STA: 207+55.286.10' RTTBC 4720.18STA: 207+99.313.49' RTTBC 4719.67STA: 208+27.833.00' RTTBC 4719.31R400.0'STA: 208+43.903.24' RT PCTBC 4719.22STA: 207+82.5521.24' LT PTTBC 4719.42STA: 207+36.9433.38' LTTBC 4720.06STA: 207+42.9830.87' LTTLC 4719.58STA: 207+53.0727.27' LTTLC 4719.45STA: 207+58.1425.73' LTTBC 4719.77STA: 207+73.8422.11' LTTBC 4719.54STA: 207+76.8121.72' LTTBC 4719.50STA: 207+92.2220.79' LTTBC 4719.28STA: 207+95.1320.68' LTTBC 4719.24STA: 208+16.3520.10' LTTBC 4718.95STA: 208+25.9420.00' LTTBC 4718.81STA: 208+52.0023.73' LTTBC 4718.56STA: 208+75.0025.00' LTTLC 4718.08STA: 208+33.3821.07' LTTBC 4718.73STA: 208+35.3821.36' LTTLC 4718.32STA: 208+45.0022.73' LTTLC 4718.23STA: 208+46.9123.00' LTTBC 4718.61-3.00%STA: 207+44.5445.29' LTSW 4719.81STA: 207+55.7844.67' LTSW 4719.70STA: 207+75.3443.05' LTSW 4719.86STA: 207+54.9734.69' LTSW 4719.55STA: 207+44.0035.31' LTSW 4719.65STA: 207+74.6333.08' LTSW 4719.71STA: 207+77.4932.86' LTSW 4719.67STA: 207+78.1642.84' LTSW 4719.82STA: 207+93.2341.89' LTSW 4719.60STA: 207+96.0541.75' LTSW 4719.56STA: 207+92.7731.90' LTSW 4719.45STA: 207+95.6231.76' LTSW 4719.41STA: 208+19.0431.06' LTSW 4719.05STA: 208+19.1541.06' LTSW 4719.20STA: 208+23.9541.01' LTSW 4719.15STA: 208+23.9235.01' LTSW 4719.08STA: 208+55.0041.01' LTSW 4718.85STA: 208+55.0035.01' LTSW 4718.77STA: 208+69.9941.02' LTSW 4718.70STA: 208+69.9935.02' LTSW 4718.61STA: 208+75.0041.02' LTSW 4718.65STA: 208+75.0035.02' LTSW 4718.5610.0' 6.0'STA: 208+69.9553.03' LTTC 4718.09STA: 208+54.4853.35' LTSW 4718.15STA: 209+07.9324.90' LTTBC 4718.24-3.00%-3.00%-3.00%STA: 208+44.074.22' LT PTTBC 4719.19STA: 207+49.406.11' LT PRCTBC 4720.39STA: 207+81.834.33' LTTBC 4719.91STA: 207+99.543.80' LTTBC 4719.67STA: 208+16.403.70' LTTBC 4719.44STA: 208+26.353.83' LTTBC 4719.30STA: 208+01.4334.12' RT PTSW 4719.20STA: 208+00.8044.10' RT PTSW 4719.35STA: 207+78.2835.32' RT PCCSW 4719.45STA: 207+80.0645.18' RT PCCSW 4719.60STA: 207+62.8637.94' RTSW 4719.63STA: 207+61.5438.21' RTSW 4719.65STA: 207+54.3439.89' RTSW 4719.35STA: 207+45.4642.38' RTSW 4719.46STA: 207+38.4744.69' RTSW 4719.95STA: 207+23.1950.89' RTSW 4720.16STA: 207+18.1053.32' RTSW 4720.20STA: 207+26.5560.15' RTSW 4720.31STA: 207+22.2462.19' RTSW 4720.35STA: 207+41.0354.29' RTSW 4720.10STA: 207+47.8952.02' RTSW 4719.61STA: 207+56.3949.63' RTSW 4719.50STA: 207+63.5147.99' RTSW 4719.8010.0'6.4'6.0' 6.0'10.0'-2.13%-2.34%-2.63%STA: 208+72.3120.00' RT PTTBC 4718.57STA: 207+77.2329.40' RTTBC 4719.36STA: 207+60.2432.37' RTTBC 4719.56STA: 207+58.7532.70' RTTBC 4719.58STA: 207+53.2933.99' RTTLC 4719.26STA: 207+44.3236.59' RTTLC 4719.37STA: 207+38.9838.23' RTTBC 4719.83STA: 207+21.1145.34' RTTBC 4720.07STA: 208+00.2925.95' RTTBC 4719.11STA: 208+28.0522.50' RTTBC 4718.79STA: 208+95.4123.30' RTTLC 4717.97STA: 208+93.8023.07' RTTBC 4718.37STA: 209+06.6424.90' RTTBC 4718.14STA: 209+25.0025.00' RTTBC 4718.16STA: 209+05.0324.67' RTTLC 4717.88STA: 208+72.8946.15' RTSW 4718.89STA: 208+73.1136.16' RTSW 4718.74STA: 208+77.9940.27' RTSW 4718.83STA: 208+87.9940.49' RTSW 4719.11STA: 208+87.8646.49' RTSW 4719.21STA: 208+77.8646.26' RTSW 4718.91ASP 4718.48ASP 4718.60ASP 4718.78STA: 209+25.000.00' CLSTA: 209+50.000.00' CLSTA: 209+75.000.00' CLSTA: 209+25.0025.00' LTTBC 4718.16STA: 209+50.0025.00' LTTBC 4718.28STA: 209+75.0025.00' LTTBC 4718.46STA: 209+75.0025.00' RTTBC 4718.46STA: 209+50.0025.00' RTTBC 4718.28-2.99%-3.00%-3.00%-3.00%-3.00%-3.00%-3.00%10.0'-3.05%-3.28%-1.50%-1.50%-1.50%-1.37%-4.05%-3.95%STA: 207+37.3845.56' LTSW 4720.24STA: 207+63.5534.04' LTSW 4719.61STA: 207+64.4044.00' LTSW 4719.766.5'-2.00%-2.00%STA: 208+60.8825.00' LTTLC 4718.15-2.64%-2.00%-2.89%STA: 207+31.788.02' LTTBC 4720.63STA: 207+72.754.78' LTTBC 4720.03-2.68%STA: 207+84.724.08' RTTBC 4719.83STA: 208+38.3826.56' LTSW 4718.411.49%-2.34%STA: 208+20.8829.92' LTSW 4719.01STA: 208+75.0335.05' RTSW 4718.74STA: 208+78.0025.00' LTTBC 4718.39STA: 208+69.9925.00' LTTLC 4718.10R3.7'STA: 208+47.860.00' CLTBC 4719.35STA: 208+80.0041.02' LTSW 4718.60STA: 208+80.0035.02' LTSW 4718.51ASP 4718.60STA: 209+00.000.00' CLSTA: 208+55.0024.16' LTTLC 4718.20STA: 208+75.2552.91' LTTC 4718.00SW 4719.74STA: 207+44.6146.65' LTSW 4719.83STA: 207+70.4543.45' LTSW 4719.82STA: 207+64.5145.35' LTSW 4719.78STA: 207+55.8946.02' LTSW 4719.72STA: 207+69.6833.48' LTSW 4719.67STA: 207+27.7547.11' LTSW 4720.38STA: 207+37.4346.92' LTSW 4720.26VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2025COPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\0417\085 - COTTONWOOD ROAD\ACAD\SHEETS\REVISED SHEET GR-14.DWG PLOTTED BY:KARL SAND ON Nov/25/2025REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsCOTTONWOOD ROAD (OAK TO BAXTER)BOZEMANMTBAXTER LANE GRADING DETAILS: STA 207+10.00 - 209+90.000417.08543GR-14BEVBEVJRN11/2022SWF11/20221 REVISED SPLITTER ISLAND & DRIVEWAY AT STA. 208+65.00, 25' LT. 10/30/23BEV11/16/23BEV2 REVISED SIDEWALK ON NE CORNER OF THE ROUNDABOUT10 205100SCALE IN FEETGENERAL NOTES1. PROVIDE DETECTABLE WARNINGDEVICES MEETING THE CITY OFBOZEMAN STANDARD'S ANDPLACEMENT SHALL COMPLY WITHTHE CITY OF BOZEMAN STANDARDDETAIL DRAWINGS.2. VERIFY ELEVATIONS IN THE FIELDPRIOR TO CONSTRUCTION.3. MATCH EXISTING ELEVATIONS ATALL JOINTS BETWEEN NEW ANDEXISTING CONCRETE. ELEVATIONSSHOWN AT MATCH LOCATIONS AREAPPROXIMATE.4. SEE GRADING DETAIL SHEET GR-17FOR MEDIAN CROSSING GRADES.GRADING LIMITSGRADING LIMITSBAXTER LANE11/16/2023RECORD DRAWING111111111111111111111111111/1/1/1/1/1/1/1/1/1/1/1/1//1///6/6/6/6/6/6/6/6/6/6/6/6/6///2020202020202020202020202000023232323232323232323232332323233 /////////////////E12SDE12SDE12SDE12SDE12SDE15SDE15SDE15SD210+00ASP 4718.95STA: 210+00.000.00' CLSTA: 210+00.0025.00' LTTBC 4718.64STA: 210+00.0025.00' RTTBC 4718.64ASP 4719.13STA: 210+25.000.00' CLSTA: 210+25.0025.00' LTTBC 4718.81STA: 210+25.0025.00' RTTBC 4718.81ASP 4719.31STA: 210+50.000.00' CLSTA: 210+50.2124.88' LTTBC 4718.86STA: 210+50.3625.00' RTTBC 4718.93-3.00%-3.00%-3.00%-3.00%-3.30%-3.25%VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2022COPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\PROJECTS\0417\085 - COTTONWOOD ROAD\ACAD\SHEETS\INTERSECTION GRADING DETAILS.DWG PLOTTED BY:BEN SLAKEY ON Apr/20/2022REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsCOTTONWOOD ROAD (OAK TO BAXTER)BOZEMANMTBAXTER LANE GRADING DETAILS: STA 209+90.00 - 210+50.000417.08544GR-15BEVBEVJRN04/2022SWF04/202210 205100SCALE IN FEETGENERAL NOTES1. PROVIDE DETECTABLE WARNINGDEVICES MEETING THE CITY OFBOZEMAN STANDARD'S ANDPLACEMENT SHALL COMPLY WITHTHE CITY OF BOZEMAN STANDARDDETAIL DRAWINGS.2. VERIFY ELEVATIONS IN THE FIELDPRIOR TO CONSTRUCTION.3. MATCH EXISTING ELEVATIONS ATALL JOINTS BETWEEN NEW ANDEXISTING CONCRETE. ELEVATIONSSHOWN AT MATCH LOCATIONS AREAPPROXIMATE.GRADING LIMITSGRADING LIMITSBAXTER LANE04/20/2022RECORD DRAWING040404040404044040444040444/2/2/2/2/2/2/2/2/2/2/2/2//2///0/0/0/0/0/0/0/0/0/0/0/0/0/0//20202020202020202020202020000222222222222222222222222222222200 18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD1852+0010.0'10.0'10.0'12.0'R115.0'R110.0'10.0'TBC 4719.46STA: 51+71.019.03' LT PRCTLC 4718.97STA: 51+71.4410.75' LTTC 4719.19STA: 51+71.730.00' CLTBC 4719.58STA: 51+71.223.10' LT PCCTC 4719.13STA: 51+71.713.11' LT PCCTBC 4719.64STA: 51+71.230.00' CLTC 4719.13STA: 51+71.572.93' RT PCCTBC 4719.58STA: 51+71.072.89' RT PCCTBC 4719.46STA: 51+70.539.09' RT PRCTLC 4718.97STA: 51+70.9010.75' RT10.0'TLC 4719.12STA: 51+81.1810.67' RTTLC 4719.11STA: 51+81.2110.90' LTTBC 4719.57STA: 51+81.809.13' LT PRCTBC 4719.63STA: 51+82.123.62' LT PCCTC 4719.18STA: 51+81.633.59' LT PCCR50.0'R61.0'TBC 4719.72STA: 51+82.230.00' CLTC 4719.27STA: 51+81.730.00' CLTC 4719.18STA: 51+81.623.65' RT PCCTBC 4719.63STA: 51+82.123.68' RT PCCTBC 4719.58STA: 51+81.808.88' RT PRCR1.0'R1.0'R1.0'R1.0'15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD55+0024.7'25.3'41.2'R115.0'R395.0'6.5'10.0'R110.0'R1010.0'R260.0'R110.0'R100.0'10.0'TLC 4718.53STA: 55+15.136.26' RTTBC 4719.01STA: 55+14.514.53' RT PRCTBC 4719.01STA: 55+14.664.02' LT PRCTC 4718.64STA: 55+14.830.00' CLTBC 4719.04STA: 55+14.532.92' LT PCCTC 4718.59STA: 55+15.032.86' LT PCCTBC 4719.09STA: 55+14.330.00' CLTBC 4719.04STA: 55+14.392.66' RT PCCTC 4718.59STA: 55+14.892.62' RT PCCTBC 4718.81STA: 55+25.754.12' LT PRCTBC 4718.86STA: 55+25.461.65' LT PCCTC 4718.41STA: 55+24.961.71' LT PCCTBC 4718.89STA: 55+25.340.00' CLTLC 4718.33STA: 55+25.125.88' RTTLC 4718.33STA: 55+25.435.75' LTTLC 4718.53STA: 55+15.375.82' LTR31.0'R20.0'10.0'TC 4718.44STA: 55+24.840.00' CLTBC 4718.81STA: 55+25.514.16' RT PRCTBC 4718.85STA: 55+25.371.94' RT PCCTC 4718.40STA: 55+24.871.97' RT PCCR1.0'R1.0'R1.0'R1.0'VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2022COPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\PROJECTS\0417\085 - COTTONWOOD ROAD\ACAD\SHEETS\INTERSECTION GRADING DETAILS.DWG PLOTTED BY:BEN SLAKEY ON Nov/21/2022REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsCOTTONWOOD ROAD (OAK TO BAXTER)BOZEMANMTMEDIAN GRADING DETAILS: STA 51+75.00 & 55+20.000417.08545GR-16BEVBEVJRN11/2022SWF11/2022COTTONWOOD ROADGENERAL NOTES1. PROVIDE DETECTABLE WARNINGDEVICES MEETING THE CITY OFBOZEMAN STANDARD'S ANDPLACEMENT SHALL COMPLY WITHTHE CITY OF BOZEMAN STANDARDDETAIL DRAWINGS.2. VERIFY ELEVATIONS IN THE FIELDPRIOR TO CONSTRUCTION.3. MATCH EXISTING ELEVATIONS ATALL JOINTS BETWEEN NEW ANDEXISTING CONCRETE. ELEVATIONSSHOWN AT MATCH LOCATIONS AREAPPROXIMATE.MEDIAN CROSSING DETAIL: STA. 51+75.00SCALE: 1" = 10'MEDIAN CROSSING DETAIL: STA. 55+20.00SCALE: 1" = 10'HARPER PUCKETT ROAD11/21/2022DRDARECORD DRAWING111111111111111111111111111/2/2/2/2/2/2/2/2/2/2/2/2/2/2/2/2/1/1/1/1/1/1//1/1/1/1/1/1///202020202020202020202020200022222222222222222222222222222222 R600.0' R500.0'R1070.0'R110.0'R500.0'R150.0'R395.0' 21.1'19.0'R110.0' 0' R100.0' 10.0'R104.0'R110.0' R100.0' 2 24.9'TLC 4718.97STA: 204+06.016.05' LTTBC 4719.44STA: 204+06.614.29' LT PRCTBC 4719.25STA: 203+95.574.15' LT PRCTC 4719.05STA: 204+06.280.00' CLTBC 4719.28STA: 203+95.692.41' LT PCCTC 4718.83STA: 203+96.192.44' LT PCCTBC 4719.32STA: 203+95.780.00' CLTBC 4719.46STA: 204+06.693.08' LT PCCTC 4719.01STA: 204+06.193.04' LT PCCTC 4718.77STA: 203+95.965.85' LTR40.0'R51.0'TC 4718.87STA: 203+96.280.00' CLTBC 4719.29STA: 203+95.663.74' RT PRCTBC 4719.30STA: 203+95.732.44' RT PCCTC 4718.85STA: 203+96.222.47' RT PCCTLC 4718.83STA: 203+96.065.48' RTR1.0'R1.0'TBC 4719.50STA: 204+06.780.00' CLTLC 4719.02STA: 204+06.025.81' RTTBC 4719.48STA: 204+06.634.06' RT PRCTBC 4719.49STA: 204+06.693.11' RT PCCTC 4719.04STA: 204+06.193.08' RT PCCR1.0'R1.0'10.0'-2.00%-2.00%D15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD24207+00208+00R1.0'R3.0'27.3'26.2'R110R400.0'.0'10.0'TLC 4719.96STA: 207+48.216.93' LTTBC 4720.39STA: 207+48.365.33' LT PRCTBC 4720.52STA: 207+37.156.17' LT PRCTC 4719.89STA: 207+47.120.00' CLTBC 4720.52STA: 207+37.156.17' LT PCCTBC 4720.07STA: 207+37.716.39' LT PCCTBC 4720.46STA: 207+36.620.00' CLTBC 4720.38STA: 207+48.114.21' LT PCCTC 4719.93STA: 207+47.614.32' LT PCCTLC 4720.08STA: 207+38.017.87' LTTC 4720.00STA: 207+37.120.00' CLTBC 4720.40STA: 207+37.697.78' RT PRCTBC 4720.40STA: 207+37.426.58' RT PCCTBC 4719.95STA: 207+37.906.47' RT PCCTLC 4719.93STA: 207+38.579.42' RTTBC 4720.34STA: 207+47.620.00' CLTLC 4719.81STA: 207+48.257.76' RTTBC 4720.28STA: 207+48.416.03' RT PRCTBC 4720.30STA: 207+47.554.32' RT PCCSTA: 207+48.044.22' RT PCC10.0'R31.0'R20.0'R1.0'R1.0'R1.0'R1.0'TC 4719.85-2.00%-2.00%4.1575.38-2.64%-2.00%-2.89%-2.68%VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2022COPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\PROJECTS\0417\085 - COTTONWOOD ROAD\ACAD\SHEETS\INTERSECTION GRADING DETAILS.DWG PLOTTED BY:BEN SLAKEY ON Nov/21/2022REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsCOTTONWOOD ROAD (OAK TO BAXTER)BOZEMANMTMEDIAN GRADING DETAILS: STA 204+00.00 & 207+42.000417.08546GR-17BEVBEVJRN11/2022SWF11/2022BAXTER LANEGENERAL NOTES1. PROVIDE DETECTABLE WARNINGDEVICES MEETING THE CITY OFBOZEMAN STANDARD'S ANDPLACEMENT SHALL COMPLY WITHTHE CITY OF BOZEMAN STANDARDDETAIL DRAWINGS.2. VERIFY ELEVATIONS IN THE FIELDPRIOR TO CONSTRUCTION.3. MATCH EXISTING ELEVATIONS ATALL JOINTS BETWEEN NEW ANDEXISTING CONCRETE. ELEVATIONSSHOWN AT MATCH LOCATIONS AREAPPROXIMATE.MEDIAN CROSSING DETAIL: STA. 204+00.00SCALE: 1" = 10'MEDIAN CROSSING DETAIL: STA. 207+42.00SCALE: 1" = 10'BAXTER LANE11/21/2022DRDARECORD DRAWING111111111111111111111111111/2/2/2/2/2/2/2/2/2/2/2/2/2/2/2/2/1/1/1/1/1/1//1/1/1/1/1/1///202020202020202020202020200022222222222222222222222222222222 26+0027+0028+0029+00 ///////////////// / /// /// /// /// /////////////////////////////////////////////////////// / / // //////////////////////// / // / // //// // ///////////////////////////////// /////////////////// /// ////////////////////////////////// / / //////////// ////// // / /// /// /// /// ////// /// /// /// /// ////////////////////////////// /// /////////E21SE21SP26+0027+0028+0029+00 BPBPBPBPBPBPBP26+20.14292.95' LTR3-8 (48"X48")RSFOLEFT LANE RIGHT LANE27+29.3980.63' RTWHITE WORDS AND SYMBOLS26+94.6180.28' LTWHITE WORDS AND SYMBOLS27+12.1472.11' RTWHITE SYMBOLSOAK STREETCOTTONWOOD ROADGENERAL NOTES1. UNLESS OTHERWISE NOTED, ALLSTREET SIGNS SHALL BE POSTMOUNTED PER COB STANDARDDETAIL DRAWING 09810-12. ALL PEDESTRIAN CROSSING AHEADSIGNS (W11-2) WITH AHEAD(W16-9P) OR DOWNWARD ARROW(W16-7P) SIGNS SHALL HAVEFLUORESCENT YELLOW GREENBACKGROUNDS.3. ALL CURB MARKINGS ARE SHOWNIN A YELLOW HATCH BETWEEN THEBACK OF THE CURB AND THEFLOWLINE OF THE CURB. ALL CURBMARKINGS SHALL BE EPOXY PAINT.4. ALL PAVEMENT MARKINGS LESSTHAN 8" SHALL BE EPOXY PAINT.5. ALL PAVEMENT MAKINGS OVER 8"AND ALL SYMBOLS SHALL EITHERBE HOT EXTRUDED INLAID ORPREFORMED THERMOPLASTICMARKINGS6. ALL BIKE LANE SYMBOL PAVEMENTMARKINGS SHALL BE PREFORMEDTHERMOPLASTIC.7. SEE SHEETS DT 2-3 FOR PAVEMENTMARKING SYMBOL DETAILS.8. SIGNS NOT SHOWN ARE "USE AS IS"UNLESS OTHERWISE SPECIFIED BYTHE ENGINEER9. UNLESS INSTALLED ON A SIGNPOST WITH ANOTHER SIGN, ALL "NOPARKING" SIGNS SHALL BE SET ATA 45° ANGLE.10. SIGN AT STATION 26+20.14 TO HAVELOCATIONS CONFIRMED BYCONTRACTOR.11. PAVEMENT MARKINGS AT 26+94.61,27+12.14, 27+29.39 SHALL BE FIELDVERIFIED BY THE CONTRACTORAND ENGINEER PRIOR TOPLACEMENT.VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2025COPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\0417\085 - COTTONWOOD ROAD\ACAD\SHEETS\RECORD DRAWINGS\COTTONWOOD ROAD SIGNING AND MARKING.DWG PLOTTED BY:KARL SAND ON Dec/05/2025REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsCOTTONWOOD ROAD (OAK TO BAXTER)BOZEMANMTOAK STREET SIGNING & MARKING PLANS0417.08547TC-1 BRSBEVJRN04/2022SWF04/2022#################250HORIZ. SCALE IN FEET25 5004/20/2022RECORD DRAWING04040404040404044044044044/2/2/2/2/2/2/2/2/2/2/2/2/22/2/2/0/0/0/0/0/0/0/0/0/0/0/0///0/2020202020202020202020202020022222222222222222222222222222222 ////// // //// // / // / / / /////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// // /////// //////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// / // /////////////P28+01.74508.54' RTR3-8 (48"X48")NEW27+92.80316.62' RTR3-8 (48"X48")NEW27+86.94511.22' RTR3-8 (48"X48")NEW27+74.04325.73' RTR3-8 (48"X48")NEWLEFTLANERIGHTLANELEFTLANERIGHTLANELEFTLANERIGHTLANELEFTLANERIGHTLANE27+61.53185.62' RTWHITE WORDS AND SYMBOLSOAK STREETGENERAL NOTES1. UNLESS OTHERWISE NOTED, ALLSTREET SIGNS SHALL BE POSTMOUNTED PER COB STANDARDDETAIL DRAWING 09810-12. ALL PEDESTRIAN CROSSING AHEADSIGNS (W11-2) WITH AHEAD(W16-9P) OR DOWNWARD ARROW(W16-7P) SIGNS SHALL HAVEFLUORESCENT YELLOW GREENBACKGROUNDS.3. ALL CURB MARKINGS ARE SHOWNIN A YELLOW HATCH BETWEEN THEBACK OF THE CURB AND THEFLOWLINE OF THE CURB. ALL CURBMARKINGS SHALL BE EPOXY PAINT.4. ALL PAVEMENT MARKINGS LESSTHAN 8" SHALL BE EPOXY PAINT.5. ALL PAVEMENT MAKINGS OVER 8"AND ALL SYMBOLS SHALL EITHERBE HOT EXTRUDED INLAID ORPREFORMED THERMOPLASTICMARKINGS6. ALL BIKE LANE SYMBOL PAVEMENTMARKINGS SHALL BE PREFORMEDTHERMOPLASTIC.7. SEE SHEETS DT 2-3 FOR PAVEMENTMARKING SYMBOL DETAILS.8. SIGNS NOT SHOWN ARE "USE AS IS"UNLESS OTHERWISE SPECIFIED BYTHE ENGINEER9. UNLESS INSTALLED ON A SIGNPOST WITH ANOTHER SIGN, ALL "NOPARKING" SIGNS SHALL BE SET ATA 45° ANGLE.10. SIGNS AT STATIONS 27+67.66,27+82.05, 27+92.90, AND 28+01.74REQUIRE TWO SIGN POSTS.INSTALL POSTS AND SIGNS PERCOB STANDARD DETAIL DRAWING09801-1.11. SIGNS AT STATIONS 27+74.04,27+86.94, 27+92.90, AND 28+01.74SHALL BE FIELD VERIFIED BY THECONTRACTOR AND ENGINEERPRIOR TO PLACEMENT.12. PAVEMENT MARKINGS AT 27+61.53SHALL BE FIELD VERIFIED BY THECONTRACTOR AND ENGINEERPRIOR TO PLACEMENT.VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2023COPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\PROJECTS\0417\085 - COTTONWOOD ROAD\ACAD\SHEETS\COTTONWOOD ROAD SIGNING AND MARKING.DWG PLOTTED BY:BEN SLAKEY ON Nov/06/2023REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsCOTTONWOOD ROAD (OAK TO BAXTER)BOZEMANMTOAK STREET SIGNING & MARKING PLANS0417.08548TC-2 BRSBEVJRN04/2022SWF04/2022#################250HORIZ. SCALE IN FEET25 5004/20/2022RECORD DRAWING040404040404044040444040444/2/2/2/2/2/2/2/2/2/2/2/2//2///0/0/0/0/0/0/0/0/0/0/0/0/0/0//20202020202020202020202020000222222222222222222222222222222200 24+0025+0026+0027+00////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////E21SE21SE21SE21SE21SE21SE1 2 S D E12SD E12SD 24+0025+0026+0027+00LEFT LANE RIGHT LANE LEFT LANE RIGHT LANE 24+28.588.20' RTR3-8 (48"X48")RSFOLEFT LANE RIGHT LANE N: 124503.1171E: 365525.9404R3-8 (48"X48")RSFON: 124505.4152E: 365487.2366R3-8 (48"X48")RSFO24+28.5847.30' RTR3-8 (48"X48")RSFO25+13.5012.95' RTWHITE SYMBOLS25+13.5024.77' RTWHITE SYMBOLSCOTTONWOOD ROADLEFT LANE RIGHT LANE OAK STREETGENERAL NOTES1. UNLESS OTHERWISE NOTED, ALLSTREET SIGNS SHALL BE POSTMOUNTED PER COB STANDARDDETAIL DRAWING 09810-12. ALL PEDESTRIAN CROSSING AHEADSIGNS (W11-2) WITH AHEAD(W16-9P) OR DOWNWARD ARROW(W16-7P) SIGNS SHALL HAVEFLUORESCENT YELLOW GREENBACKGROUNDS.3. ALL CURB MARKINGS ARE SHOWNIN A YELLOW HATCH BETWEEN THEBACK OF THE CURB AND THEFLOWLINE OF THE CURB. ALL CURBMARKINGS SHALL BE EPOXY PAINT.4. ALL PAVEMENT MARKINGS LESSTHAN 8" SHALL BE EPOXY PAINT.5. ALL PAVEMENT MAKINGS OVER 8"AND ALL SYMBOLS SHALL EITHERBE HOT EXTRUDED INLAID ORPREFORMED THERMOPLASTICMARKINGS6. ALL BIKE LANE SYMBOL PAVEMENTMARKINGS SHALL BE PREFORMEDTHERMOPLASTIC.7. SEE SHEETS DT 2-3 FOR PAVEMENTMARKING SYMBOL DETAILS.8. SIGNS NOT SHOWN ARE "USE AS IS"UNLESS OTHERWISE SPECIFIED BYTHE ENGINEER9. UNLESS INSTALLED ON A SIGNPOST WITH ANOTHER SIGN, ALL "NOPARKING" SIGNS SHALL BE SET ATA 45° ANGLE.10. SIGNS AT STATION 24+28.58,(124505.4152, 365487.2366), AND(124503.1171, 365525.9404) SHALLBE FIELD VERIFIED BY THECONTRACTOR AND ENGINEERPRIOR TO PLACEMENT.11. PAVEMENT MARKINGS AT 25+13.50SHALL BE FIELD VERIFIED BY THECONTRACTOR AND ENGINEERPRIOR TO PLACEMENT..VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2023COPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\PROJECTS\0417\085 - COTTONWOOD ROAD\ACAD\SHEETS\COTTONWOOD ROAD SIGNING AND MARKING.DWG PLOTTED BY:BEN SLAKEY ON Nov/06/2023REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsCOTTONWOOD ROAD (OAK TO BAXTER)BOZEMANMTCOTTONWOOD ROAD SIGNING & MARKING PLANS0417.08549TC-3 BRSBEVJRN04/2022SWF04/2022#################250HORIZ. SCALE IN FEET25 5004/20/2022RECORD DRAWING040404040404044040444040444/2/2/2/2/2/2/2/2/2/2/2/2//2///0/0/0/0/0/0/0/0/0/0/0/0/0/0//20202020202020202020202020000222222222222222222222222222222200 27+0028+0029+0030+0031+0032+00///////////////////////////////////////////// /// /////////////////////////// /// ////////////////// /////////////////////////////////////// /// ////// /// /// /// /// ////// // / // / // / /// /// P 27+0028+0029+0030+0031+0032+0029+15.1511.46' LTWHITE SYMBOL29+14.9622.56' LTWHITE SYMBOL28+48.268.08' LTBEGIN 4" YELLOW29+04.1229.74' LTEND 4" WHITEBEGIN 6" 2:3 DASHED WHITE29+40.9117.78' LTEND 8" WHITEBEGIN 4" 9:15 BROKEN WHITE28+49.3920.21' RTBEGIN 8" WHITE28+54.7926.58' LTBEGIN 8" WHITE28+51.4119.70' LTBEGIN 8" WHITE29+47.3428.81' RTEND 6" 2:3 DASHED WHITEBEGIN 4" WHITE28+60.5437.50' LTBEGIN 4" WHITE28+51.7134.22' RTBEGIN 4" WHITE28+97.3316.89' RTEND 8" WHITEBEGIN 4" 9:15 BROKEN WHITE29+71.8032.52' RTWHITE SYMBOLS30+25.4335.16' LTWHITE SYMBOLS30+25.5032.41' LTEND 6" 2:3 DASHED WHITEBEGIN 4" WHITE29+09.5929.27' RTEND 4" WHITEBEGIN 6" 2:3 DASHED WHITE28+46.996.69' RTBEGIN 4" YELLOWCOTTONWOOD ROADBIKE ROUTE11.5'5.5'11.5'11.5'5.5'11.5'PBPBBPBPBPBPBPBPBPBPBPBPBPBPBPPBBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBP29+71.5240.56' LTD11-1 (24"X18")M6-2 (21"X15")NEW29+00.0034.78' RTR7-1A (12"X18")NEW28+41.6242.00' RTW11-2 (36"X36")W16-7P (24"X12")NEW30+95.2850.16' LTR3-2 (24"X24")NEW28+13.2764.59' LTR1-2 (36"X36"X36")NEW29+12.9533.78' RTD11-1 (24"X18")M6-2 (21"X15")NEW27+58.7210.72' LTR6-4A (48"X24")R6-1 (36"X18")NEW31+50.0046.69' LTW2-6 (30"X30")W13-1P (18"X18") (15 MPH)NEW30+50.0044.12' LTR3-8 (48"X48")NEW28+65.6340.21' LTW11-2 (36"X36")W16-7P (24"X12")NEW29+00.0034.35' LTR7-1A (12"X18")NEW28+11.9113.18' LTR1-2 (36"X36"X36")NEW27+96.947.54' LTWHITE WORDS AND SYMBOLS29+01.1829.45' LTBEGIN 24" WHITE29+01.0215.65' LTBEGIN 24" WHITE29+01.534.84' LTEND 24" WHITE29+01.0318.40' LTEND 24" WHITE29+57.033.17' RTDELINEATOR29+57.494.13' LTDELINEATOR29+93.8441.30' RTR2-1 (30"X36") (35 MPH)NEW LIGHT POST MOUNTEDVERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2025COPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\0417\085 - COTTONWOOD ROAD\ACAD\SHEETS\RECORD DRAWINGS\COTTONWOOD ROAD SIGNING AND MARKING.DWG PLOTTED BY:KARL SAND ON Nov/25/2025REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsCOTTONWOOD ROAD (OAK TO BAXTER)BOZEMANMTCOTTONWOOD ROAD SIGNING & MARKING PLANS: STA. 27+00 - 32+000417.08550TC-4 BRSBEVJRN04/2022SWF04/2022#################GENERAL NOTES1. UNLESS OTHERWISE NOTED, ALLSTREET SIGNS SHALL BE POSTMOUNTED PER COB STANDARDDETAIL DRAWING 09810-12. ALL PEDESTRIAN CROSSING AHEADSIGNS (W11-2) WITH AHEAD(W16-9P) OR DOWNWARD ARROW(W16-7P) SIGNS SHALL HAVEFLUORESCENT YELLOW GREENBACKGROUNDS.3. ALL CURB MARKINGS ARE SHOWNIN A YELLOW HATCH BETWEEN THEBACK OF THE CURB AND THEFLOWLINE OF THE CURB. ALL CURBMARKINGS SHALL BE EPOXY PAINT.4. ALL PAVEMENT MARKINGS LESSTHAN 8" SHALL BE EPOXY PAINT.5. ALL PAVEMENT MAKINGS OVER 8"AND ALL SYMBOLS SHALL EITHERBE HOT EXTRUDED INLAID ORPREFORMED THERMOPLASTICMARKINGS6. ALL BIKE LANE SYMBOL PAVEMENTMARKINGS SHALL BE PREFORMEDTHERMOPLASTIC.7. SEE SHEETS DT 2-3 FOR PAVEMENTMARKING SYMBOL DETAILS.8. SIGNS NOT SHOWN ARE "USE AS IS"UNLESS OTHERWISE SPECIFIED BYTHE ENGINEER9. UNLESS INSTALLED ON A SIGNPOST WITH ANOTHER SIGN, ALL "NOPARKING" SIGNS SHALL BE SET ATA 45° ANGLE.10. SIGN AT STATION 30+50.00REQUIRES TWO SIGN POSTS.INSTALL POSTS AND SIGN PER COBSTANDARD DETAIL DRAWING09801-1.250HORIZ. SCALE IN FEET25 5004/20/2022RECORD DRAWING040404040404044040444040444/2/2/2/2/2/2/2/2/2/2/2/2//2///0/0/0/0/0/0/0/0/0/0/0/0/0/0//20202020202020202020202020000222222222222222222222222222222200 32+0033+0034+0035+0036+0037+0038+00MWMWMWMW 45.5'32+0033+0034+0035+0036+0037+0038+0034+16.6438.25' LTWHITE SYMBOLS35+03.6413.75' RTBEGIN 24" WHITE34+58.1412.75' RT37+76.862.33' RTWHITE WORDS AND SYMBOLS37+52.8610.50' RTBEGIN 2X 8" WHITE38+3.034+58.6452.00' LTBEGIN 8" WHITE34+58.6460.00' LTBEGIN 8" WHITE34+95.6460.00' LTEND 8" WHITE34+95.6452.00' LTEND 8" WHITE35+01.6435.50' RTEND 4" WHITE35+37.6438.25' RTWHITE SYMBOLS34+58.1440.83' RT35+57.1412.75' LT37+70.3710.50' RT37+54.868.50' RT37+54.8612.50' RT37+95.3710.50' RT38+410.5034+57.6465.00' LTBEGIN 24" WHITECOTTONWOOD ROADYIELD HERE TO 11.5'5.5'11.5'45.5'11.5'5.5'11.5'PBPBPBPBPBPBBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBP34+48.9864.88' LTR1-1 (30"X30")R3-2 (24"X24")D3-1 (62"X9")D3-1 (54"X9")NEW34+58.2646.00' RTR1-5 (36"X36")NEW35+57.4146.00' LTR1-5 (36"X36")NEW34+00.0045.50' LTR3-17 (24"X18")R7-1A (12"X18")NEWRR34+00.0045.80' RTR7-1A (12"X18")NEW35+16.9446.40' LTW11-2 (36"X36")W16-7P (24"X12")NEW34+98.5546.00' RTW11-2 (36"X36")W16-7P (24"X12")NEW35+37.6445.50' RTR3-17 (24"X18")NEWWellspring DR 34+40.6435.50' LTEND 4" WHITE35+13.6435.50' LTBEGIN 4" WHITE35+03.6439.81' LTBEGIN 24" WHITE35+57.1440.83' LT35+13.6435.50' RTBEGIN 4" WHITE34+77.6465.00' LTEND 24" WHITE35+72.829.67' RTDELINEATOR37+11.119.67' LTDELINEATOR37+11.912.70' LTDELINEATOR33+18.5648.00' LTR2-1 (30"X36") (35 MPH)NEW LIGHT POST MOUNTEDVERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2025COPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\0417\085 - COTTONWOOD ROAD\ACAD\SHEETS\RECORD DRAWINGS\COTTONWOOD ROAD SIGNING AND MARKING.DWG PLOTTED BY:KARL SAND ON Nov/25/2025REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsCOTTONWOOD ROAD (OAK TO BAXTER)BOZEMANMTCOTTONWOOD ROAD SIGNING & MARKING PLANS: STA. 32+00 - 38+000417.08551TC-5BRSBEVJRN11/2022SWF11/2022#################GENERAL NOTES1. UNLESS OTHERWISE NOTED, ALLSTREET SIGNS SHALL BE POSTMOUNTED PER COB STANDARDDETAIL DRAWING 09810-12. ALL PEDESTRIAN CROSSING AHEADSIGNS (W11-2) WITH AHEAD(W16-9P) OR DOWNWARD ARROW(W16-7P) SIGNS SHALL HAVEFLUORESCENT YELLOW GREENBACKGROUNDS.3. ALL CURB MARKINGS ARE SHOWNIN A YELLOW HATCH BETWEEN THEBACK OF THE CURB AND THEFLOWLINE OF THE CURB. ALL CURBMARKINGS SHALL BE EPOXY PAINT.4. ALL PAVEMENT MARKINGS LESSTHAN 8" SHALL BE EPOXY PAINT.5. ALL PAVEMENT MAKINGS OVER 8"AND ALL SYMBOLS SHALL EITHERBE HOT EXTRUDED INLAID ORPREFORMED THERMOPLASTICMARKINGS6. ALL BIKE LANE SYMBOL PAVEMENTMARKINGS SHALL BE PREFORMEDTHERMOPLASTIC.7. SEE SHEETS DT 2-3 FOR PAVEMENTMARKING SYMBOL DETAILS.8. SIGNS NOT SHOWN ARE "USE AS IS"UNLESS OTHERWISE SPECIFIED BYTHE ENGINEER9. UNLESS INSTALLED ON A SIGNPOST WITH ANOTHER SIGN, ALL "NOPARKING" SIGNS SHALL BE SET ATA 45° ANGLE.250HORIZ. SCALE IN FEET25 5004/20/2022RECORD DRAWING040404040404044040444040444/2/2/2/2/2/2/2/2/2/2/2/2//2///0/0/0/0/0/0/0/0/0/0/0/0/0/0//20202020202020202020202020000222222222222222222222222222222200 38+0039+0040+0041+0042+0043+0044+00E E8S E8S MW 38+0039+0040+0041+0042+0043+0044+0039+09.2924.00' RTEND 4" BROKEN 9:15 WHITE39+02.838.50' RTEND 8" WHITE39+02.8612.50' RTEND 8" WHITE39+10.8639.00' LTBEGIN 24" WHITE39+08.8635.50' LTEND 4" WHITE38+84.8638.25' LTWHITE SYMBOLS38+65.363.08' LT39+02.8612.50' LTEND 4" YELLOW39+08.8635.50' RTEND 4" WHITE40+05.883.50' RTBEGIN 4" YELLOW39+02.863.50' LTEND 4" YELLOW39+89.8839.00' LTBEGIN 24" WHITE39+99.8835.50' LTBEGIN 4" WHITE40+43.3840.83' LT40+13.382.33' LTWHITE WORDS AND SYMBOLS40+05.8812.50' RTBEGIN 4" YELLOW40+07.7424.00' RTBEGIN 4" BROKEN 9:15 WHITE39+99.8835.50' RTBEGIN 4" WHITE40+23.8838.25' RTWHITE SYMBOLS42+27.5212.50' LTEND 2X 8" WHITE42+03.895.01' LTWHITE WORDS AND SYMBOLS43+39.6412.50' RTBEGIN 2X 8" WHITE43+63.245.01' RTWHITE WORDS AND SYMBOLS38+95.362.33' RTWHITE SYMBOLS39+35.8160.00' LTBEGIN 8" WHITE39+36.0252.00' LTBEGIN 8" WHITE39+72.8260.00' LTEND 8" WHITE39+73.0452.00' LTEND 8" WHITE40+13.9924.00' LTBEGIN 4" BROKEN 9:15 WHITE38+65.367.92' RT38+65.3614.08' RT38+65.3640.83' RT38+20.3710.50' RT38+45.3710.50' RT38+70.3710.50' RT38+95.3710.50' RT40+43.387.92' LT40+43.383.08' RT40+43.3814.08' LT40+38.3510.50' LT40+63.3510.50' LT40+88.3510.50' LT41+13.2410.57' LT41+38.3910.50' LT41+63.4210.72' LT41+88.4411.42' LT43+79.1711.41' RT39+34.6765.05' LTBEGIN 24" WHITE39+54.6765.05' LTEND 24" WHITECOTTONWOOD ROADYIELD HERE TO45.5'45.5'16'11.5'5.5'11.5'11.5'5.5'11.5'PBPBPBPBPBBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBP38+65.4546.00' RTR1-5 (36"X36")NEW40+43.3446.40' LTR1-5 (36"X36")NEW39+00.0045.50' LTR3-17 (24"X18")R7-1A (12"x18")NEW39+00.0046.00' RTW11-2 (36"X36")W16-7P (24"X12")R7-1A (12"x18")NEW40+03.0646.40' LTW11-2 (36"X36")W16-7P (24"X12")NEW39+26.0164.86' LTR1-1 (30"X30")D3-1 (62"X9")D3-1 (51"X9")NEW40+20.8845.50' RTR3-17 (24"X18")NEWHarvest PKWY 40+05.8812.50' LTBEGIN 8" WHITE39+02.359.67' LTDELINEATOR39+02.336.33' LTDELINEATOR40+06.319.67' RTDELINEATOR40+06.326.33' RTDELINEATOR41+23.369.67' RTDELINEATOR38+97.2324.00' LTEND 4" BROKEN 9:15 WHITE40+05.888.50' LTBEGIN 8" WHITE41+55.996.33' RTDELINEATOR40+94.2246.00' RTR2-1 (30"X36") (35 MPH)NEW LIGHT POST MOUNTEDVERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2025COPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\0417\085 - COTTONWOOD ROAD\ACAD\SHEETS\RECORD DRAWINGS\COTTONWOOD ROAD SIGNING AND MARKING.DWG PLOTTED BY:KARL SAND ON Nov/25/2025REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsCOTTONWOOD ROAD (OAK TO BAXTER)BOZEMANMTCOTTONWOOD ROAD SIGNING & MARKING PLANS: STA. 38+00 - 44+000417.08552TC-6BRSBEVJRN04/2022SWF04/2022#################GENERAL NOTES1. UNLESS OTHERWISE NOTED, ALLSTREET SIGNS SHALL BE POSTMOUNTED PER COB STANDARDDETAIL DRAWING 09810-12. ALL PEDESTRIAN CROSSING AHEADSIGNS (W11-2) WITH AHEAD(W16-9P) OR DOWNWARD ARROW(W16-7P) SIGNS SHALL HAVEFLUORESCENT YELLOW GREENBACKGROUNDS.3. ALL CURB MARKINGS ARE SHOWNIN A YELLOW HATCH BETWEEN THEBACK OF THE CURB AND THEFLOWLINE OF THE CURB. ALL CURBMARKINGS SHALL BE EPOXY PAINT.4. ALL PAVEMENT MARKINGS LESSTHAN 8" SHALL BE EPOXY PAINT.5. ALL PAVEMENT MAKINGS OVER 8"AND ALL SYMBOLS SHALL EITHERBE HOT EXTRUDED INLAID ORPREFORMED THERMOPLASTICMARKINGS6. ALL BIKE LANE SYMBOL PAVEMENTMARKINGS SHALL BE PREFORMEDTHERMOPLASTIC.7. SEE SHEETS DT 2-3 FOR PAVEMENTMARKING SYMBOL DETAILS.8. SIGNS NOT SHOWN ARE "USE AS IS"UNLESS OTHERWISE SPECIFIED BYTHE ENGINEER9. UNLESS INSTALLED ON A SIGNPOST WITH ANOTHER SIGN, ALL "NOPARKING" SIGNS SHALL BE SET ATA 45° ANGLE.250HORIZ. SCALE IN FEET25 5004/20/2022RECORD DRAWING040404040404044040444040444/2/2/2/2/2/2/2/2/2/2/2/2//2///0/0/0/0/0/0/0/0/0/0/0/0/0/0//20202020202020202020202020000222222222222222222222222222222200 44+0045+0046+0047+0048+0049+0050+00E8S E8S E8S E8S 44+0045+0046+0047+0048+0049+0050+0045+43.2538.25' LTWHITE SYMBOLS45+61.3812.50' LTEND 4" YELLOW45+61.383.50' LTEND 4" YELLOW45+61.383.08' LT45+61.388.50' RTEND 8" WHITE46+49.8524.00' RTBEGIN 4" 9:15 BROKEN WHITE45+61.3812.50' RTEND 8" WHITE46+46.9435.50' LTBEGIN 4" WHITE46+52.9012.50' LTBEGIN 8" WHITE45+38.382.33' RTWHITE WORDS AND SYMBOLS46+70.7738.25' RTWHITE SYMBOLS46+52.903.50' RTBEGIN 4" YELLOW46+52.9012.50' RTBEGIN 4" YELLOW46+60.402.33' LTWHITE WORDS AND SYMBOLS48+50.855.01' LTWHITE WORDS AND SYMBOLS48+74.4912.50' LTEND 8" WHITE46+46.8835.50' RTBEGIN 4" WHITEEND 6" 2BEGI46+52.908.50' LTBEGIN 8" WHITEEND 4" 9:15 BB45+92.4052.01' LTBEGIN 8" WHITE45+92.7560.01' LTBEGIN 8" WHITE46+21.6252.01' LTEND 8" WHITE44+04.1310.70' RT44+29.0910.50' RT44+54.0610.50' RT44+79.0310.50' RT45+03.9910.50' RT45+28.9610.50' RT45+53.9310.50' RT45+61.377.92' RT45+61.3714.08' RT46+90.5314.08' LT46+90.537.92' LT46+90.533.08' RT46+60.3610.50' LT46+85.4010.50' LT47+10.4310.50' LT47+35.4610.50' LT47+60.5010.50' LT47+85.5310.50' LT48+10.3010.66' LT48+35.4211.42' LT45+92.9965.53' LTBEGIN 24" WHITE46+07.6065.02' LTEND 24" WHITE46+36.8939.00' LTBEGIN 24" WHITECOTTM P H15 YIELD HERE TO45.5'COTTONWOOD ROAD11.5'5.5'11.5'11.5'5.5'11.5'PBPBPBPBPBBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBP45+61.2446.00' RTR1-5 (36"X36")NEW46+90.4746.40' LTR1-5 (36"X36")NEWD49+90.0046.60' RTW2-6 (30"X30")W13-1P(18"X18") (15 MPH)NEW44+00.0046.28' LTR7-1A (12"X18")NEW49+00.0046.00' LTR7-1A (12"X18")NEW44+00.0045.00' RTR7-1A (12"X18")NEW49+00.0046.14' RTR7-1A (12"X18")NEW45+85.0866.40 LTR1-1 (30"X30")D3-1 (62"X9")D3-1 (62"X9")NEW46+49.4446.40' LTW11-2 (36"X36")W16-7P (24"X12")NEW46+33.4346.00' RTW11-2 (36"X36")W16-7P (24"X12")NEWR45+46.2645.50' LTR3-17 (24"X18")NEW46+70.7745.50' RTR3-17 (24"X18")NEWTouchstone DR 46+60.6424.00' LTBEGIN 4" 9:15 BROKEN WHITE45+56.3935.50' RTEND 4" WHITE45+43.4324.00' RTEND 4" 9:15 BROKEN WHITE46+22.0060.01' LTEND 8" WHITE45+61.3740.83' RT45+52.3324.00' LTEND 4" 9:15 BROKEN WHITE45+67.3635.50' LTEND 4" WHITE46+90.5240.83' LT44+11.226.33' LTDELINEATOR44+44.229.67' LTDELINEATOR45+60.999.67' LTDELINEATOR45+60.986.33' LTDELINEATOR46+53.336.33' RTDELINEATOR46+53.329.67' RTDELINEATOR48+74.139.67' RTDELINEATOR48+74.042.38' RTDELINEATOR6.049+20.1048.00' LTR2-1 (30"X36") (35 MPH)NEW LIGHT POST MOUNTEDVERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2025COPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\0417\085 - COTTONWOOD ROAD\ACAD\SHEETS\RECORD DRAWINGS\COTTONWOOD ROAD SIGNING AND MARKING.DWG PLOTTED BY:KARL SAND ON Nov/25/2025REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsCOTTONWOOD ROAD (OAK TO BAXTER)BOZEMANMTCOTTONWOOD ROAD SIGNING & MARKING PLANS: STA. 44+00 - 50+000417.08553TC-7BRSBEVJRN11/2022SWF11/2022#################GENERAL NOTES1. UNLESS OTHERWISE NOTED, ALLSTREET SIGNS SHALL BE POSTMOUNTED PER COB STANDARDDETAIL DRAWING 09810-12. ALL PEDESTRIAN CROSSING AHEADSIGNS (W11-2) WITH AHEAD(W16-9P) OR DOWNWARD ARROW(W16-7P) SIGNS SHALL HAVEFLUORESCENT YELLOW GREENBACKGROUNDS.3. ALL CURB MARKINGS ARE SHOWNIN A YELLOW HATCH BETWEEN THEBACK OF THE CURB AND THEFLOWLINE OF THE CURB. ALL CURBMARKINGS SHALL BE EPOXY PAINT.4. ALL PAVEMENT MARKINGS LESSTHAN 8" SHALL BE EPOXY PAINT.5. ALL PAVEMENT MAKINGS OVER 8"AND ALL SYMBOLS SHALL EITHERBE HOT EXTRUDED INLAID ORPREFORMED THERMOPLASTICMARKINGS6. ALL BIKE LANE SYMBOL PAVEMENTMARKINGS SHALL BE PREFORMEDTHERMOPLASTIC.7. SEE SHEETS DT 2-3 FOR PAVEMENTMARKING SYMBOL DETAILS.8. SIGNS NOT SHOWN ARE "USE AS IS"UNLESS OTHERWISE SPECIFIED BYTHE ENGINEER9. UNLESS INSTALLED ON A SIGNPOST WITH ANOTHER SIGN,ALL "NOPARKING" SIGNS SHALL BE SET ATA 45° ANGLE.10. STREET NAME ON D-3 SIGN ATSTATION 45+88.28, 66.27' LT MAYCHANGE. CONFIRM STREET NAMEWITH ENGINEER PRIOR TO SIGNFABRICATION.250HORIZ. SCALE IN FEET25 5011/21/2022RECORD DRAWING111111111111111111111111111/2/2/2/2/2/2/2/2/2/2/2/2/2/2/2/2/1/1/1/1/1/1//1/1/1/1/1/1///2020202020202020202020202000022222222222222222222222222222222 50+0051+0052+0053+0054+0055+0056+00ESESESES ESESES ===[]======[]======[]===I II 50+0051+0052+0053+0054+0055+0056+00BAXTER L A N E COTTONWOOD ROADBaxter LN YIELD RIGHTLANEENDS BIKE ROUTE STOP ON RED CROSSWALK STOPON REDCROSSWALK 11.5'5.5'11.5'11.5'5.5'11.5'PBBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBP BP BP BP BP BPBPBP BPBPBPBPBPBPBP BPBPBPBPBP BP BP BP BP BP BP BP BP BP BP BP BP BPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPPB PBPB P B PB PB PB PB PB PB PB PB PB PB PB PB 53+07.0437.35' LTR6-4A (48"X24")R6-1 (36"X18")NEW51+10.8545.50' LTD11-1 (24"X18")M6-2 (21"X15")NEW51+79.9148.80' RTOHR10-23 (24"X30")NEW51+60.5341.38' RTW11-2 (36"X36")W16-7P (24"X12")R7-1A (12"X18")NEW52+48.2775.27' RTR1-2 (36"X36"X36")NEW52+49.2721.58' RTR1-2 (36"X36"X36")D3-1 (62"X9")D3-1 (31"X9")NEW51+92.8644.56' LTW11-2 (36"X36")W16-7P (24"X12")R7-1A (12"x18")NEW54+48.8816.98' LTR1-2 (36"X36"X36")D3-1 (62"X9")D3-1 (31"X9")NEW53+10.3444.08' RTR6-4A (48"X24")R6-1 (36"X18")NEW53+98.8728.69' RTR6-4A (48"X24")R6-1 (36"X18")NEW53+78.5247.60' LTR6-4A (48"X24")R6-1 (36"X18")NEW55+92.8141.16' RTW9-1 (36"X36")NEW51+69.1145.57' LTOHR10-23 (24"X30")NEW50+30.0046.52' RTR3-8 (48"X48")NEW51+64.007.00' RTW11-2 (36"X36")W16-7P (24"X12")NEW51+95.107.93' LTW11-2 (36"X36")W16-7P (24"X12")NEW51+17.8447.03' RTD11-1 (24"X18")M6-2 (21"X15")NEW55+08.852.88' RTW11-2 (36"X36")W16-7P (24"X12")NEW55+30.852.00' LTW11-2 (36"X36")W16-7P (24"X12")NEW54+45.2379.45' LTR1-2 (36"X36"X36")NEW50+94.7580.64' RTX3-2 (24"X30")NEW51+04.6580.66' RTX3-2 (24"X30")NEW50+99.7080.65' RTX3-2 (24"X30")NEW55+12.2338.75' RTW11-2 (36"X36")W16-7P (24"X12")NEW55+28.9941.75' RTOHR10-23 (24"X30")NEW55+33.3737.59' LTW11-2 (36"X36")W16-7P (24"X12")NEW55+18.2943.41' LTOHR10-23 (24"X30")NEWYIELD 50+91.169.67' LTDELINEATOR51+70.479.46' LTDELINEATOR51+70.019.39' RTDELINEATOR51+82.319.66' LTDELINEATOR51+82.329.39' RTDELINEATOR52+54.9924.20' LTDELINEATOR52+52.9225.81' RTDELINEATOR54+43.9922.26' LTDELINEATOR54+44.1421.25' RTDELINEATOR55+14.194.55' LTDELINEATOR55+14.035.01' RTDELINEATOR55+26.354.47' LTDELINEATOR55+26.024.48' RTDELINEATORVERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2023COPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\PROJECTS\0417\085 - COTTONWOOD ROAD\ACAD\SHEETS\COTTONWOOD ROAD SIGNING AND MARKING.DWG PLOTTED BY:BEN SLAKEY ON Nov/06/2023REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsCOTTONWOOD ROAD (OAK TO BAXTER)BOZEMANMTCOTTONWOOD ROAD SIGNING PLANS: STA. 50+00 - 56+000417.08554TC-8BRSBEVJRN04/2022SWF04/20221 UPDATED OVERHEAD SIGNS BASED ON NEW SIGNAL LOCATION 10/31/23 BEVGENERAL NOTES1. UNLESS OTHERWISE NOTED, ALLSTREET SIGNS SHALL BE POSTMOUNTED PER COB STANDARDDETAIL DRAWING 09810-12. ALL PEDESTRIAN CROSSING AHEADSIGNS (W11-2) WITH AHEAD(W16-9P) OR DOWNWARD ARROW(W16-7P) SIGNS SHALL HAVEFLUORESCENT YELLOW GREENBACKGROUNDS.3. ALL CURB MARKINGS ARE SHOWNIN A YELLOW HATCH BETWEEN THEBACK OF THE CURB AND THEFLOWLINE OF THE CURB. ALL CURBMARKINGS SHALL BE EPOXY PAINT.4. ALL PAVEMENT MARKINGS LESSTHAN 8" SHALL BE EPOXY PAINT.5. ALL PAVEMENT MAKINGS OVER 8"AND ALL SYMBOLS SHALL EITHERBE HOT EXTRUDED INLAID ORPREFORMED THERMOPLASTICMARKINGS6. ALL BIKE LANE SYMBOL PAVEMENTMARKINGS SHALL BE PREFORMEDTHERMOPLASTIC.7. SEE SHEETS DT 2-3 FOR PAVEMENTMARKING SYMBOL DETAILS.8. SIGNS NOT SHOWN ARE "USE AS IS"UNLESS OTHERWISE SPECIFIED BYTHE ENGINEER9. UNLESS INSTALLED ON A SIGNPOST WITH ANOTHER SIGN, ALL "NOPARKING SINGS SHALL BE SET AT A45° ANGLE.10. SEE SHEET DT-4 FOR OHR 10-23MOUNTING REQUIREMENTS11. SIGN AT STATION 50+30.00REQUIRES TWO SIGN POSTS.INSTALL POSTS AND SIGN PER COBSTANDARD DETAIL DRAWING09801-1.250HORIZ. SCALE IN FEET25 5010/31/2023RECORD DRAWING101010101010100101000101000/3/3/3/3/3/3/3/3/3/3/3/3/3/3/3/3/1/1/1/1/1/1//1/1/1/1/1/1///2020202020202020202020202000023232323232323232323232332323233 50+0051+0052+0053+0054+0055+0056+00ESESESES ESESES ===[]======[]======[]===I II 50+0051+0052+0053+0054+0055+0056+0053+64.9691.25' LTEND 8" WHITE55+15.349.36' RTBEGIN 24" WHITE50+84.8738.25' LTWHITE SYMBOLS51+47.1535.50' LTEND 6" 2:3 DASHED WHITEBEGIN 4" WHITE51+08.9835.50' LTEND 4" WHITEBEGIN 6" 2:3 DASHED WHITE51+14.4635.50' RTEND 4" WHITEBEGIN 6" 2:3 DASHED WHITE51+10.8238.63' RTWHITE SYMBOLS51+21.8518.80' RTWHITE SYMBOL51+52.2935.50' RTEND 6" 2:3 DASHED WHITEBEGIN 4" WHITE51+21.9028.65' RTWHITE SYMBOL52+63.8249.69' RTEND 8" WHITE52+67.8359.39' RTEND 8" WHITE51+70.6335.32' LTBEGIN 24" WHITE51+70.6413.65' RTBEGIN 24" WHITE52+64.8333.55' LTEND 4" YELLOW52+57.7431.84' RTEND 4" YELLOW52+53.7730.28' RT53+43.7786.63' RTWHITE SYMBOL53+76.7898.52' RTWHITE WORDS AND SYMBOLS52+63.5958.65' RT53+26.0090.79' RTBEGIN 8" WHITE53+44.74109.95' RTBEGIN 4" WHITE53+50.9686.70' LTWHITE SYMBOL53+29.6999.44' LTWHITE WORDS AND SYMBOLS54+21.5761.46' LTBEGIN 8" WHITE54+31.3946.93' LTBEGIN 8" WHITE54+39.2228.23' LTBEGIN 4" YELLOW54+34.4131.26' RTBEGIN 4" YELLOW54+84.4012.95' RTBEGIN 24" WHITE55+18.6734.35' LTBEGIN 24" WHITE55+57.0029.51' LTBEGIN 24" WHITE55+90.7630.48' LTEND 6" 2:3 DASHED WHITEBEGIN 4" WHITE55+95.1322.45' RTWHITE SYMBOL53+97.34100.46' RTEND 4" WHITEBEGIN 12" 2:3 DASHED WHITE53+98.9080.14' RTEND 8" WHITEBEGIN 8" 2:3 DASHED WHITE54+27.7354.33' RTEND 8" 2:3 DASHED WHITEBEGIN 8" WHITE55+96.3330.61' RTEND 6" 2:3 DASHED WHITEBEGIN 4" WHITE52+66.1651.41' LTEND 8" WHITEBEGIN 8" 2:3 DASHED WHITE52+73.5876.29' LTBEGIN 12" 2:3 DASHED WHITE53+13.36102.82' LTEND 12" 2:3 DASHED WHITEBEGIN 4" WHITE53+37.1474.98' LT4" YELLOW54+24.620.00' T4" YELLOW52+72.500.00' T4" YELLOW53+64.6874.57' RT4" YELLOW55+79.0719.06' LTEND 8" WHITEBEGIN 4" 9:15 BROKEN WHITE51+68.6236.05' LTEND 4" WHITE51+81.6537.16' LTBEGIN 4" WHITE53+01.2877.60' LTEND 8" 2:3 DASHED WHITEBEGIN 8" WHITE55+75.6925.19' LTWHITE SYMBOL55+75.6613.96' LTWHITE SYMBOL55+30.5832.66' LTBEGIN 4" WHITE55+28.7831.61' RTBEGIN 4" WHITE55+14.8632.91' RTEND 4" WHITE55+16.8836.26' LTEND 4" WHITE51+81.4539.02' RTBEGIN 4" WHITE51+66.6636.44' RTEND 4" WHITE51+40.1313.50' RTBEGIN 24" WHITE51+04.4823.98' RTEND 4" 9:15 BROKEN WHITEBEGIN 8" WHITE51+18.0224.00' LTEND 4" 9:15 BROKEN WHITEBEGIN 8" WHITE55+58.4030.52' RTEND 4" WHITEBEGIN 6" 2:3 DASHED WHITE55+51.8119.01' RTEND 8" WHITEBEGIN 4" 9:15 BROKEN WHITE54+32.9368.51' RTEND 12" 2:3 DASHED WHITE55+52.6930.51' LTEND 4" WHITEBEGIN 6"2:3 DASHED WHITE54+39.2172.89' LT54+49.8036.07' LT53+52.42109.92' LTEND 4" WHITE52+48.2440.03' RT54+44.1526.35' LT54+27.4258.84' LT51+67.7024.36' RTEND 8" WHITE51+68.1724.02' LTEND 8" WHITE55+28.0219.71' RTBEGIN 8" WHITE55+27.237.58' RTBEGIN 4" YELLOW51+83.0512.70' LTBEGIN 4" YELLOW51+83.1312.44' RTBEGIN 4" YELLOW55+27.657.50' LTBEGIN 4" YELLOW51+69.4112.50' LTEND 4" YELLOW51+68.7312.50' RTEND 4" YELLOW55+13.577.64' LTEND 4" YELLOW55+13.258.11' RTEND 4" YELLOW55+15.1521.34' LTEND 8" WHITE55+14.9519.59' LTEND 8" WHITE55+14.0720.80' RTEND 8" WHITE55+29.0419.42' LTBEGIN 8" WHITE51+82.4024.43' RTBEGIN 8" WHITE51+82.2926.07' RTBEGIN 8" WHITE51+82.3624.59' LTBEGIN 8" WHITE52+53.6169.74' RT52+52.7946.64' RT52+38.4039.58' RT51+85.5825.47' RT52+23.3633.71' RT52+01.3427.83' RT54+43.1643.85' LT54+67.8132.44' LT54+93.5124.33' LTBAXTER L A N E COTTONWOOD ROAD11.5'5.5'11.5'11.5'5.5'11.5'PBPB PBPB P B PB PB PB PB PB PB PB PB PB PB PB PB 54+86.6224.56' RTEND 24" WHITE54+86.9826.52' RTBEGIN 24" WHITE54+88.8236.85' RTEND 24" WHITE55+57.038.51' LTEND 24" WHITE55+16.7831.32' RTEND 24" WHITE55+15.688.52' LTEND 24" WHITE52+07.8329.30' LTEND 24" WHITE52+08.1327.32' LTBEGIN 24" WHITE52+09.8316.45' LTEND 24" WHITE52+06.1340.81' LTBEGIN 24" WHITE51+40.1025.00' RTBEGIN 24" WHITE51+40.1123.00' RTEND 24" WHITE51+40.0834.50' RTEND 24" WHITE55+57.0218.01' LTBEGIN 24" WHITE55+57.0220.01' LTEND 24" WHITEVERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2023COPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\PROJECTS\0417\085 - COTTONWOOD ROAD\ACAD\SHEETS\COTTONWOOD ROAD SIGNING AND MARKING.DWG PLOTTED BY:BEN SLAKEY ON Nov/06/2023REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsCOTTONWOOD ROAD (OAK TO BAXTER)BOZEMANMTCOTTONWOOD ROAD MARKING PLANS: STA. 50+00 - 56+000417.08555TC-9BRSBEVJRN04/2022SWF04/20221 REVISED STOP BAR LOCATIONS BASED ON NEW SIGNAL LOCATIONS 10/31/23BEVGENERAL NOTES1. UNLESS OTHERWISE NOTED, ALLSTREET SIGNS SHALL BE POSTMOUNTED PER COB STANDARDDETAIL DRAWING 09810-12. ALL PEDESTRIAN CROSSING AHEADSIGNS (W11-2) WITH AHEAD(W16-9P) OR DOWNWARD ARROW(W16-7P) SIGNS SHALL HAVEFLUORESCENT YELLOW GREENBACKGROUNDS.3. ALL CURB MARKINGS ARE SHOWNIN A YELLOW HATCH BETWEEN THEBACK OF THE CURB AND THEFLOWLINE OF THE CURB. ALL CURBMARKINGS SHALL BE EPOXY PAINT.4. ALL PAVEMENT MARKINGS LESSTHAN 8" SHALL BE EPOXY PAINT.5. ALL PAVEMENT MAKINGS OVER 8"AND ALL SYMBOLS SHALL EITHERBE HOT EXTRUDED INLAID ORPREFORMED THERMOPLASTICMARKINGS6. ALL BIKE LANE SYMBOL PAVEMENTMARKINGS SHALL BE PREFORMEDTHERMOPLASTIC.7. SEE SHEETS DT 2-3 FOR PAVEMENTMARKING SYMBOL DETAILS.8. SIGNS NOT SHOWN ARE "USE AS IS"UNLESS OTHERWISE SPECIFIED BYTHE ENGINEER9. UNLESS INSTALLED ON A SIGNPOST WITH ANOTHER SIGN, ALL "NOPARKING" SIGNS SHALL BE SET ATA 45° ANGLE.250HORIZ. SCALE IN FEET25 5010/31/2023RECORD DRAWING101010101010100101000101000/3/3/3/3/3/3/3/3/3/3/3/3/3/3/3/3/1/1/1/1/1/1//1/1/1/1/1/1///2020202020202020202020202000023232323232323232323232332323233 56+0057+0058+0059+0059+75////////////XXXXXXXXXXXX59+7556+0057+0058+0059+0056+20.2733.46' RTWHITE SYMBOLS57+21.6616.85' RTEND 4" 9:15 BROKEN WHITE59+75.0012.34' RTEND 4" WHITE59+75.000.00' RTEND 4" DOUBLE YELLOW59+75.0012.47' LTEND 4" WHITE56+45.6622.37' RTWHITE SYMBOL56+20.777.04' RTBEGIN 4" DOUBLE YELLOW58+65.720.00' TMEET 2 SETS 4" DOUBLE YELLOW56+20.1022.55' RTWHITE SYMBOL56+22.297.05' LTBEGIN 4" DOUBLE YELLOWBEGIN 24" CHEVRONSHARPER PUCKETT ROAD56+55.8240.33' RTR3-17 (24"X18")R3-17bP (24"X8")NEW57+00.0028.78' LTW2-6 (30"X30")W13-1P(18"X18") (15 MPH)NEW56+60.0034.38' LTR3-8 (48"X48")NEWENDS 56+20.764.80' RTDELINEATOR56+20.744.83' LTDELINEATORVERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2023COPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\PROJECTS\0417\085 - COTTONWOOD ROAD\ACAD\SHEETS\COTTONWOOD ROAD SIGNING AND MARKING.DWG PLOTTED BY:BEN SLAKEY ON Nov/06/2023REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsCOTTONWOOD ROAD (OAK TO BAXTER)BOZEMANMTHARPER PUCKETT ROAD SIGNING & MARKING PLANS: STA. 56+00 - 59+750417.08556TC-10BRSBEVJRN04/2022SWF04/2022#################GENERAL NOTES1. UNLESS OTHERWISE NOTED, ALLSTREET SIGNS SHALL BE POSTMOUNTED PER COB STANDARDDETAIL DRAWING 09810-12. ALL PEDESTRIAN CROSSING AHEADSIGNS (W11-2) WITH AHEAD(W16-9P) OR DOWNWARD ARROW(W16-7P) SIGNS SHALL HAVEFLUORESCENT YELLOW GREENBACKGROUNDS.3. ALL CURB MARKINGS ARE SHOWNIN A YELLOW HATCH BETWEEN THEBACK OF THE CURB AND THEFLOWLINE OF THE CURB. ALL CURBMARKINGS SHALL BE EPOXY PAINT.4. ALL PAVEMENT MARKINGS LESSTHAN 8" SHALL BE EPOXY PAINT.5. ALL PAVEMENT MAKINGS OVER 8"AND ALL SYMBOLS SHALL EITHERBE HOT EXTRUDED INLAID ORPREFORMED THERMOPLASTICMARKINGS6. ALL BIKE LANE SYMBOL PAVEMENTMARKINGS SHALL BE PREFORMEDTHERMOPLASTIC.7. SEE SHEETS DT 2-3 FOR PAVEMENTMARKING SYMBOL DETAILS.8. SIGNS NOT SHOWN ARE "USE AS IS"UNLESS OTHERWISE SPECIFIED BYTHE ENGINEER9. UNLESS INSTALLED ON A SIGNPOST WITH ANOTHER SIGN, ALL "NOPARKING" SIGNS SHALL BE SET ATA 45° ANGLE.10. SEE SHEET DT-3 FOR CHEVRONDETAILS.11. SIGN AT STATION 56+60.00REQUIRES TWO SIGN POSTS.INSTALL POSTS AND SIGN PER COBSTANDARD DETAIL DRAWING09801-1.250HORIZ. SCALE IN FEET25 5004/20/2022RECORD DRAWING040404040404044040444040444/2/2/2/2/2/2/2/2/2/2/2/2//2///0/0/0/0/0/0/0/0/0/0/0/0/0/0//20202020202020202020202020000222222222222222222222222222222200 197+00198+00199+00200+00201+00202+00203+00////////////POHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPXXXXWLWLWLWLWLWLWLWLWLWLWLWLWLWLTP////////////POHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPXXXXWLWLWLWLWLWLWLWLWLWLWLWLWLWL197+00198+00199+00200+00201+00202+00203+00BAXTER LANE202+35.1028.64' RTW2-6 (30"X30")W13-1P (18"X18") (15 MPH)NEW197+20.3110.50' LTBEGIN 4" WHITE197+20.310.33' LTBEGIN 4" YELLOW197+20.310.33' RTBEGIN 4" YELLOW197+20.3010.50' RTBEGIN 4" WHITE202+78.9717.99' RTEND 4" WHITEBEGIN 6" 2:3 DASHED WHITE202+61.1516.85' LTEND 4" WHITEBEGIN 6" 2:3 DASHED WHITE202+99.1017.25' LTEND 6" 2:3 DASHED WHITEBEGIN 4" WHITE198+50.930.00' TBEGIN 4" DOUBLE YELLOW202+82.085.71' LTEND 4" DOUBLE YELLOW202+84.925.72' RTEND 4" DOUBLE YELLOW198+70.520.26' LTBEGIN 24" YELLOW CHEVRONS202+83.383.50' LTDELINEATOR202+83.441.71' RTDELINEATOR199+95.0028.50' RTR2-1 (30"X36") (25 MPH)NEW200+30.0028.52' RTUSE OF HANDHELD PHONESPROHIBITED WHILE DRIVINGNEWVERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2025COPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\0417\085 - COTTONWOOD ROAD\ACAD\SHEETS\RECORD DRAWINGS\BAXTER LANE SIGNING AND MARKING.DWG PLOTTED BY:KARL SAND ON Dec/05/2025REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsCOTTONWOOD ROAD (OAK TO BAXTER)BOZEMANMTBAXTER LANE SIGNING & MARKING PLANS: STA. 197+00 - 203+000417.08557TC-11BRSBEVJRN04/2022SWF04/2022#################GENERAL NOTES1. UNLESS OTHERWISE NOTED, ALLSTREET SIGNS SHALL BE POSTMOUNTED PER COB STANDARDDETAIL DRAWING 09810-12. ALL PEDESTRIAN CROSSING AHEADSIGNS (W11-2) WITH AHEAD(W16-9P) OR DOWNWARD ARROW(W16-7P) SIGNS SHALL HAVEFLUORESCENT YELLOW GREENBACKGROUNDS.3. ALL CURB MARKINGS ARE SHOWNIN A YELLOW HATCH BETWEEN THEBACK OF THE CURB AND THEFLOWLINE OF THE CURB. ALL CURBMARKINGS SHALL BE EPOXY PAINT.4. ALL PAVEMENT MARKINGS LESSTHAN 8" SHALL BE EPOXY PAINT.5. ALL PAVEMENT MAKINGS OVER 8"AND ALL SYMBOLS SHALL EITHERBE HOT EXTRUDED INLAID ORPREFORMED THERMOPLASTICMARKINGS6. ALL BIKE LANE SYMBOL PAVEMENTMARKINGS SHALL BE PREFORMEDTHERMOPLASTIC.7. SEE SHEETS DT 2-3 FOR PAVEMENTMARKING SYMBOL DETAILS.8. SIGNS NOT SHOWN ARE "USE AS IS"UNLESS OTHERWISE SPECIFIED BYTHE ENGINEER9. UNLESS INSTALLED ON A SIGNPOST WITH ANOTHER SIGN, ALL "NOPARKING" SIGNS SHALL BE SET ATA 45° ANGLE.250HORIZ. SCALE IN FEET25 5004/20/2022RECORD DRAWING0404040404040404440444440/2/2/2/2/2/2/2/2/2/2//////220/0/0/0/0/0/0/0/0/0/0/0/0/0//202020202020202020202020002002222222222222222222222222222222 52+0053+0054+0055+00203+00204+00205+00206+00207+00208+00209+00ESESESITVIIIESESES203+00204+00205+00206+00207+00208+00209+00204+62.0248.17' RTR1-2 (36"X36"X36")NEW204+76.0014.23' RTR1-2 (36"X36"X36")D3-1 (62"X9")D3-1 (31"X9")NEW204+09.8730.73' LTW11-2 (36"X36")W16-7P (24"X12")NEW204+04.3635.33' LTOHR10-23 (24"X30")NEW207+24.6951.13' LTR1-2 (36"X36"X36")NEW204+05.6130.81' RTOHR10-23 (24"X30")NEW207+55.7540.84' RTOHR10-23 (24"X30")NEW207+44.3136.53' LTOHR10-23 (24"X30")NEW203+89.4324.87' RTW11-2 (36"X36")W16-7P (24"X12")NEW207+42.3240.35' RTW11-2 (36"X36")W16-7P (24"X12")NEW207+57.6629.00' LTW11-2 (36"X36")W16-7P (24"X12")NEWBaxterLN203+89.271.50' RTW11-2 (36"X36")W16-7P (24"X12")NEW204+13.152.63' LTW11-2 (36"X36")W16-7P (24"X12")NEW207+31.667.06' RTW11-2 (36"X36")W16-7P (24"X12")NEW207+56.712.76' LTW11-2 (36"X36")W16-7P (24"X12")NEWPBPB PBPBPBPBPBPBPBPBPBPBPBPBPBPB207+07.8110.17' LTR1-2 (36"X36"X36")D3-1 (62"X9")D3-1 (31"X9")NEW208+44.062.84' RTDELINEATOR208+44.153.73' LTDELINEATOR207+49.055.67' LTDELINEATOR207+36.706.75' LTDELINEATOR207+37.288.37' RTDELINEATOR207+07.1215.84' RTDELINEATOR207+06.0113.75' LTDELINEATOR204+79.0617.83' LTDELINEATOR204+79.4318.40' RTDELINEATOR204+07.164.58' RTDELINEATOR204+07.114.81' LTDELINEATOR203+95.034.19' RTDELINEATOR203+94.894.61' LTDELINEATOR207+49.136.40' RTDELINEATORVERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2025COPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\0417\085 - COTTONWOOD ROAD\ACAD\SHEETS\RECORD DRAWINGS\BAXTER LANE SIGNING AND MARKING.DWG PLOTTED BY:KARL SAND ON Dec/02/2025REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsCOTTONWOOD ROAD (OAK TO BAXTER)BOZEMANMTBAXTER LANE SIGNING PLANS: STA. 203+00 - 209+000417.08558TC-12BRSBEVJRN04/2022SWF04/20221 UPDATED OVERHEAD SIGNS BASED ON NEW SIGNAL LOCATION 10/31/23 BEVCOTTONWOOD ROADBAXTER LANEGENERAL NOTES1. UNLESS OTHERWISE NOTED, ALLSTREET SIGNS SHALL BE POSTMOUNTED PER COB STANDARDDETAIL DRAWING 09810-12. ALL PEDESTRIAN CROSSING AHEADSIGNS (W11-2) WITH AHEAD(W16-9P) OR DOWNWARD ARROW(W16-7P) SIGNS SHALL HAVEFLUORESCENT YELLOW GREENBACKGROUNDS.3. ALL CURB MARKINGS ARE SHOWNIN A YELLOW HATCH BETWEEN THEBACK OF THE CURB AND THEFLOWLINE OF THE CURB. ALL CURBMARKINGS SHALL BE EPOXY PAINT.4. ALL PAVEMENT MARKINGS LESSTHAN 8" SHALL BE EPOXY PAINT.5. ALL PAVEMENT MAKINGS OVER 8"AND ALL SYMBOLS SHALL EITHERBE HOT EXTRUDED INLAID ORPREFORMED THERMOPLASTICMARKINGS6. ALL BIKE LANE SYMBOL PAVEMENTMARKINGS SHALL BE PREFORMEDTHERMOPLASTIC.7. SEE SHEETS DT 2-3 FOR PAVEMENTMARKING SYMBOL DETAILS.8. SIGNS NOT SHOWN ARE "USE AS IS"UNLESS OTHERWISE SPECIFIED BYTHE ENGINEER9. UNLESS INSTALLED ON A SIGNPOST WITH ANOTHER SIGN, ALL "NOPARKING" SIGNS SHALL BE SET ATA 45° ANGLE10. SEE SHEET DT-4 FOR OHR 10-23MOUNTING REQUIREMENT250HORIZ. SCALE IN FEET25 50RECORD DRAWING 52+0053+0054+0055+00203+00204+00205+00206+00207+00208+00209+00ESESES203+16.9717.54' RTEND 6" 2:3 DASHED WHITEBEGIN 4" WHITEITVIIIESESES203+00204+00205+00206+00207+00208+00209+00PBPB PBPB PBPBPBPBPBPBPBPBPBPBPBPB204+68.2443.02' RT207+06.9118.13' LT203+93.4019.59' RTEND 4" WHITE203+94.7722.53' LTBEGIN 24" WHITE203+92.6323.30' LTEND 4" WHITE204+06.8424.76' LTBEGIN 4" WHITE204+34.8629.48' LTBEGIN 24" WHITE203+95.918.47' RTBEGIN 24" WHITE203+93.817.57' LTEND 4" YELLOW204+07.957.63' RTBEGIN 4" YELLOW204+07.1321.16' RTBEGIN 4" WHITE204+87.2925.56' LTEND 4" YELLOW204+79.0922.33' RT205+16.590.00' T4" YELLOW206+10.0973.96' LT4" YELLOW205+84.7492.67' LTEND 12" 2:3 DASHED WHITEBEGIN 4" WHITE204+87.4953.94' LTSTART 12" 2:3 DASHED206+42.6978.36' LTEND 4" WHITE206+27.9079.23' LTWHITE SYMBOL206+68.590.00' T4" YELLOW205+85.7375.69' RT4" YELLOW205+66.9982.87' RTWHITE SYMBOL205+52.2183.77' RTBEGIN 4" WHITE206+17.7389.54' RTEND 4" WHITEBEGIN 12" 2:3 DASHED WHITE206+98.4223.76' RTBEGIN 4" YELLOW207+02.4718.35' LTBEGIN 4" YELLOW207+79.9017.91' LTBEGIN 24" WHITE207+36.349.86' LTEND 4" YELLOW207+50.678.55' LTBEGIN 4" YELLOW207+37.0311.51' RTEND 4" YELLOW207+50.559.20' RTBEGIN 4" YELLOW207+39.1111.84' RTBEGIN 24" WHITE207+12.3319.32' RTBEGIN 24" WHITE207+42.0234.61' RTEND 4" WHITE207+54.6631.09' RTBEGIN 4" WHITE204+83.3023.19' RTEND 4" YELLOW204+07.877.87' LTBEGIN 4" YELLOW208+44.036.22' LTBEGIN 4" DOUBLE YELLOW206+95.8455.19' RTEND 12" 2:3 DASHED WHITE203+65.467.45' RTBEGIN 24" WHITE203+94.007.17' RTEND 4" YELLOW207+54.4824.20' LTBEGIN 4" WHITE207+40.4129.18' LTEND 4" WHITE207+17.1539.04' LT207+41.8225.73' LTBEGIN 24" WHITE208+46.464.77' RTBEGIN 4" DOUBLE YELLOW207+43.6633.32' RTEND 24" WHITE207+18.5542.73' RTEND 24" WHITE207+38.8712.02' LTEND 24" WHITE207+79.467.94' LTEND 24" WHITE203+95.3918.46' RTEND 24" WHITE203+65.1417.24' RTEND 24" WHITE204+37.5411.98' LTEND 24" WHITE203+95.778.56' LTEND 24" WHITE208+55.386.38' LTBEGIN 24" YELLOW CHEVRONSVERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2023COPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\0417\085 - COTTONWOOD ROAD\ACAD\SHEETS\BAXTER LANE SIGNING AND MARKING.DWG PLOTTED BY:BRYAN VANDERLOOS ON Nov/07/2023REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsCOTTONWOOD ROAD (OAK TO BAXTER)BOZEMANMTBAXTER LANE MARKING PLANS: STA. 203+00 - 209+000417.08559TC-13BRSBEVJRN04/2022SWF04/20221 REVISED STOP BAR LOCATIONS BASED ON NEW SIGNAL LOCATIONS 10/31/23 BEVGENERAL NOTES1. UNLESS OTHERWISE NOTED, ALLSTREET SIGNS SHALL BE POSTMOUNTED PER COB STANDARDDETAIL DRAWING 09810-12. ALL PEDESTRIAN CROSSING AHEADSIGNS (W11-2) WITH AHEAD(W16-9P) OR DOWNWARD ARROW(W16-7P) SIGNS SHALL HAVEFLUORESCENT YELLOW GREENBACKGROUNDS.3. ALL CURB MARKINGS ARE SHOWNIN A YELLOW HATCH BETWEEN THEBACK OF THE CURB AND THEFLOWLINE OF THE CURB. ALL CURBMARKINGS SHALL BE EPOXY PAINT.4. ALL PAVEMENT MARKINGS LESSTHAN 8" SHALL BE EPOXY PAINT.5. ALL PAVEMENT MAKINGS OVER 8"AND ALL SYMBOLS SHALL EITHERBE HOT EXTRUDED INLAID ORPREFORMED THERMOPLASTICMARKINGS6. ALL BIKE LANE SYMBOL PAVEMENTMARKINGS SHALL BE PREFORMEDTHERMOPLASTIC.7. SEE SHEETS DT 2-3 FOR PAVEMENTMARKING SYMBOL DETAILS.8. SIGNS NOT SHOWN ARE "USE AS IS"UNLESS OTHERWISE SPECIFIED BYTHE ENGINEER9. UNLESS INSTALLED ON A SIGNPOST WITH ANOTHER SIGN, ALL "NOPARKING" SIGNS SHALL BE SET ATA 45° ANGLE10. SEE SHEET DT-4 FOR OHR 10-23MOUNTING REQUIREMENT250HORIZ. SCALE IN FEET25 5010/31/2023COTTONWOOD ROADBAXTER LANERECORD DRAWING101010101010100101000101000/3/3/3/3/3/3/3/3/3/3/3/3/3/3/3/3/1/1/1/1/1/1//1/1/1/1/1/1///202020202020202020202020200023232323232323232323232332323233 209+00210+00211+00////////////////////////E12SDE12SD///////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////E12WE12WE12WE12WE12WE12WE12WE12WE12WE12WE12WTVIIII////////////////////////E12SDE12SD///////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////E12WE12WE12WE12WE12WE12WE12WE12WE12WE12WE12W209+00210+00211+00209+48.5827.93' LTW2-6 (30"X30")W13-1P (18"X18") (15 MPH)NEW210+50.0017.42' LTEND 4" WHITE210+69.977.53' LTEND 4" DOUBLE YELLOW210+70.068.47' RTEND 4" DOUBLE YELLOW210+50.2718.58' RTEND 4" WHITEW209+50.018.59' LT209+50.037.93' LT209+49.977.41' RT209+50.018.07' RTBAXTER LANEVERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2023COPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\0417\085 - COTTONWOOD ROAD\ACAD\SHEETS\BAXTER LANE SIGNING AND MARKING.DWG PLOTTED BY:BRYAN VANDERLOOS ON Nov/07/2023REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsCOTTONWOOD ROAD (OAK TO BAXTER)BOZEMANMTBAXTER LANE SIGNING & MARKING PLANS: STA. 209+00 - 211+000417.08560TC-14BRSBEVJRN04/2022SWF04/2022#################GENERAL NOTES1. UNLESS OTHERWISE NOTED, ALLSTREET SIGNS SHALL BE POSTMOUNTED PER COB STANDARDDETAIL DRAWING 09810-12. ALL PEDESTRIAN CROSSING AHEADSIGNS (W11-2) WITH AHEAD(W16-9P) OR DOWNWARD ARROW(W16-7P) SIGNS SHALL HAVEFLUORESCENT YELLOW GREENBACKGROUNDS.3. ALL CURB MARKINGS ARE SHOWNIN A YELLOW HATCH BETWEEN THEBACK OF THE CURB AND THEFLOWLINE OF THE CURB. ALL CURBMARKINGS SHALL BE EPOXY PAINT.4. ALL PAVEMENT MARKINGS LESSTHAN 8" SHALL BE EPOXY PAINT.5. ALL PAVEMENT MAKINGS OVER 8"AND ALL SYMBOLS SHALL EITHERBE HOT EXTRUDED INLAID ORPREFORMED THERMOPLASTICMARKINGS6. ALL BIKE LANE SYMBOL PAVEMENTMARKINGS SHALL BE PREFORMEDTHERMOPLASTIC.7. SEE SHEETS DT 2-3 FOR PAVEMENTMARKING SYMBOL DETAILS.8. SIGNS NOT SHOWN ARE "USE AS IS"UNLESS OTHERWISE SPECIFIED BYTHE ENGINEER9. UNLESS INSTALLED ON A SIGNPOST WITH ANOTHER SIGN, ALL "NOPARKING" SIGNS SHALL BE SET ATA 45° ANGLE.250HORIZ. SCALE IN FEET25 5004/20/2022RECORD DRAWING040404040404044040444040444/2/2/2/2/2/2/2/2/2/2/2/2/2/2/2/2/0/0/0/0/0/0/0/0/0/0/0/0/0///2020202020202020202020202000022222222222222222222222222222222 ///////////////////////////ESESESITVTVIIIIIII///////////////////////////ESESES206+00207+00208+00209+00210+00211+00209+48.5827.93' LTW2-6 (30"X30")W13-1P (18"X18") (15 MPH)NEW207+24.6951.13' LTR1-2 (36"X36"X36")NEW207+55.7540.84' RTOHR10-23 (24"X30")NEW207+44.3136.53' LTOHR10-23 (24"X30")NEW207+42.3240.35' RTW11-2 (36"X36")W16-7P (24"X12")NEW207+57.6629.00' LTW11-2 (36"X36")W16-7P (24"X12")NEW207+31.667.06' RTW11-2 (36"X36")W16-7P (24"X12")NEW207+56.712.76' LTW11-2 (36"X36")W16-7P (24"X12")NEWPBPB PBPBPBPBPBPBPBPB207+07.8110.17' LTR1-2 (36"X36"X36")D3-1 (62"X9")D3-1 (31"X9")NEW208+44.062.84' RTDELINEATOR208+44.153.73' LTDELINEATOR207+49.055.67' LTDELINEATOR207+36.706.75' LTDELINEATOR207+37.288.37' RTDELINEATOR207+07.1215.84' RTDELINEATOR207+06.0113.75' LTDELINEATOR207+49.136.40' RTDELINEATORVERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2025COPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\0417\085 - COTTONWOOD ROAD\ACAD\SHEETS\RECORD DRAWINGS\REVISED SHEET TC-13A 14A.DWG PLOTTED BY:KARL SAND ON Dec/02/2025REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsCOTTONWOOD ROAD (OAK TO BAXTER)BOZEMANMTBAXTER LANE MARKING PLANS: STA. 203+00 - 209+000417.08559TC-13ABRSBEVJRN04/2022SWF04/20221 REVISED SPLITTER ISLAND 10/31/2023BEVGENERAL NOTES1. UNLESS OTHERWISE NOTED, ALLSTREET SIGNS SHALL BE POSTMOUNTED PER COB STANDARDDETAIL DRAWING 09810-12. ALL PEDESTRIAN CROSSING AHEADSIGNS (W11-2) WITH AHEAD(W16-9P) OR DOWNWARD ARROW(W16-7P) SIGNS SHALL HAVEFLUORESCENT YELLOW GREENBACKGROUNDS.3. ALL CURB MARKINGS ARE SHOWNIN A YELLOW HATCH BETWEEN THEBACK OF THE CURB AND THEFLOWLINE OF THE CURB. ALL CURBMARKINGS SHALL BE EPOXY PAINT.4. ALL PAVEMENT MARKINGS LESSTHAN 8" SHALL BE EPOXY PAINT.5. ALL PAVEMENT MAKINGS OVER 8"AND ALL SYMBOLS SHALL EITHERBE HOT EXTRUDED INLAID ORPREFORMED THERMOPLASTICMARKINGS6. ALL BIKE LANE SYMBOL PAVEMENTMARKINGS SHALL BE PREFORMEDTHERMOPLASTIC.7. SEE SHEETS DT 2-3 FOR PAVEMENTMARKING SYMBOL DETAILS.8. SIGNS NOT SHOWN ARE "USE AS IS"UNLESS OTHERWISE SPECIFIED BYTHE ENGINEER9. UNLESS INSTALLED ON A SIGNPOST WITH ANOTHER SIGN, ALL "NOPARKING" SIGNS SHALL BE SET ATA 45° ANGLE10. SEE SHEET DT-4 FOR OHR 10-23MOUNTING REQUIREMENT250HORIZ. SCALE IN FEET25 5010/31/2023RECORD DRAWING101010101010100101000101000/3/3/3/3/3/3/3/3/3/3/3/3/3/3/3/3/1/1/1/1/1/1//1/1/1/1/1/1///2020202020202020202020202000023232323232323232323232332323233 52+0053+0054+0055+00206+00207+00208+00209+00210+00211+00///////////////////////////ESESESITVTVIIIIIII///////////////////////////ESESES206+00207+00208+00209+00210+00211+00PBPB PBPBPBPBPBPBPBPB207+06.9118.13' LT206+10.0973.96' LT4" YELLOW206+42.6978.36' LTEND 4" WHITE206+27.9079.23' LTWHITE SYMBOL206+68.590.00' T4" YELLOW205+85.7375.69' RT4" YELLOW206+17.7389.54' RTEND 4" WHITEBEGIN 12" 2:3 DASHED WHITE206+98.4223.76' RTBEGIN 4" YELLOW207+02.4718.35' LTBEGIN 4" YELLOW207+79.9017.91' LTBEGIN 24" WHITE207+36.349.86' LTEND 4" YELLOW207+50.678.55' LTBEGIN 4" YELLOW207+37.0311.51' RTEND 4" YELLOW207+50.559.20' RTBEGIN 4" YELLOW207+39.1111.84' RTBEGIN 24" WHITE207+12.3319.32' RTBEGIN 24" WHITE207+42.0234.61' RTEND 4" WHITE207+54.6631.09' RTBEGIN 4" WHITE210+50.0017.42' LTEND 4" WHITE210+69.977.53' LTEND 4" DOUBLE YELLOW210+70.068.47' RTEND 4" DOUBLE YELLOW210+50.2718.58' RTEND 4" WHITE208+44.036.22' LTBEGIN 4" DOUBLE YELLOW206+95.8455.19' RTEND 12" 2:3 DASHED WHITE207+54.4824.20' LTBEGIN 4" WHITE207+40.4129.18' LTEND 4" WHITE207+17.1539.04' LT207+41.8225.73' LTBEGIN 24" WHITE208+46.464.77' RTBEGIN 4" DOUBLE YELLOW207+43.6633.32' RTEND 24" WHITE207+18.5542.73' RTEND 24" WHITE207+38.8712.02' LTEND 24" WHITE207+79.467.94' LTEND 24" WHITE208+55.386.38' LTBEGIN 24" YELLOW CHEVRONS209+50.018.59' LT209+50.018.07' RT209+50.037.93' LT209+49.977.41' RTVERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2025COPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\0417\085 - COTTONWOOD ROAD\ACAD\SHEETS\RECORD DRAWINGS\REVISED SHEET TC-13A 14A.DWG PLOTTED BY:KARL SAND ON Dec/02/2025REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsCOTTONWOOD ROAD (OAK TO BAXTER)BOZEMANMTBAXTER LANE MARKING PLANS: STA. 203+00 - 209+000417.08559TC-14ABRSBEVJRN04/2022SWF04/20221 REVISED SPLITTER ISLAND 10/30/23BEVGENERAL NOTES1. UNLESS OTHERWISE NOTED, ALLSTREET SIGNS SHALL BE POSTMOUNTED PER COB STANDARDDETAIL DRAWING 09810-12. ALL PEDESTRIAN CROSSING AHEADSIGNS (W11-2) WITH AHEAD(W16-9P) OR DOWNWARD ARROW(W16-7P) SIGNS SHALL HAVEFLUORESCENT YELLOW GREENBACKGROUNDS.3. ALL CURB MARKINGS ARE SHOWNIN A YELLOW HATCH BETWEEN THEBACK OF THE CURB AND THEFLOWLINE OF THE CURB. ALL CURBMARKINGS SHALL BE EPOXY PAINT.4. ALL PAVEMENT MARKINGS LESSTHAN 8" SHALL BE EPOXY PAINT.5. ALL PAVEMENT MAKINGS OVER 8"AND ALL SYMBOLS SHALL EITHERBE HOT EXTRUDED INLAID ORPREFORMED THERMOPLASTICMARKINGS6. ALL BIKE LANE SYMBOL PAVEMENTMARKINGS SHALL BE PREFORMEDTHERMOPLASTIC.7. SEE SHEETS DT 2-3 FOR PAVEMENTMARKING SYMBOL DETAILS.8. SIGNS NOT SHOWN ARE "USE AS IS"UNLESS OTHERWISE SPECIFIED BYTHE ENGINEER9. UNLESS INSTALLED ON A SIGNPOST WITH ANOTHER SIGN, ALL "NOPARKING" SIGNS SHALL BE SET ATA 45° ANGLE10. SEE SHEET DT-4 FOR OHR 10-23MOUNTING REQUIREMENT250HORIZ. SCALE IN FEET25 5010/31/2023RECORD DRAWING101010101010100101000101000/3/3/3/3/3/3/3/3/3/3/3/3/3/3/3/3/1/1/1/1/1/1//1/1/1/1/1/1///2020202020202020202020202000023232323232323232323232332323233 D D 15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD1SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21S15SDNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGE8W E8W E8WE8SE8SE8S E8S E8S E8S E8S WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW SDMH-1STA 300+39.24RIM ELEV=4744.04SDMH-2STA 304+39.24RIM ELEV=4736.61NEW 15"ASTM F949 PVCNEW 15"ASTM F949 PVCNEW 15"ASTM F949 PVC300+00301+00302+00303+00304+00305+00306+00BP: 300+00.00N: 125127.85E: 365540.47PI: 300+39.24N: 125165.65E: 365529.93PI: 304+39.24N: 125565.59E: 365536.88COTTONWOOD ROAD STORM DRAIN4720472547304735474047454750475547204725473047354740474547504755300+00 300+50 301+00 301+50 302+00 302+50 303+00 303+50 304+00 304+50 305+00 305+50 306+00 306+50EG-4740.67EG-4737.90EG-4743.70EG-4739.01EG-4738.40EG-4737.97EG-4737.66EG-4737.38EG-4737.20EG-4736.87EG-4736.61EG-4736.43EG-4736.24EG-4736.06EG-4736.18EG-4736.33EG-4736.30EG-4736.29EG-4736.30EG-4736.34EG-4736.24EG-4736.13EG-4736.07EG-4736.04EG-4735.97EG-4735.97EG-4735.84FG-4744.60FG-4744.24FG-4743.81FG-4743.26FG-4742.73FG-4742.21FG-4741.70FG-4741.20FG-4740.71FG-4740.24FG-4739.78FG-4739.33FG-4738.90FG-4738.47FG-4738.05FG-4737.62FG-4737.20FG-4736.81FG-4736.48FG-4736.20FG-4735.98FG-4735.82FG-4735.67FG-4735.51FG-4735.36FG-4735.21FG-4735.06SDMH-1INSTALL NEW 48" Ø MANHOLESTA 300+39.24RIM ELEV=4744.0415" INV IN (S) = 4737.9215" INV OUT (N) = 4737.92DEPTH = 7.63'400.00 LF 15" ASTM F949 PVC @ 1.25%39.24 LF 15" ASTM F949 PVC @ 2.00%400.00 LF 15" ASTM F949 PVC @ 1.00%SDMH-2INSTALL NEW 48" Ø MANHOLESTA 304+39.24RIM ELEV=4736.6115" INV IN (S) = 4732.9215" INV OUT (N) = 4732.92DEPTH = 5.19'VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2022COPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\PROJECTS\0417\085 - COTTONWOOD ROAD\ACAD\SHEETS\COTTONWOOD STORM DRAIN SHEETS.DWG PLOTTED BY:BEN SLAKEY ON Apr/20/2022REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsCOTTONWOOD ROAD (OAK TO BAXTER)BOZEMANMTCOTTONWOOD ROAD STORM DRAIN PLAN & PROFILE: STA. 300+00 - 306+500417.08561SD-1BEVBEVJRN04/2022JRN04/2022#################GENERAL NOTES1. STORM DRAIN MANHOLES ANDINLETS SHALL NOT HAVE FORMEDCHANNELS AND THE LOWEST PIPEINVERT SHALL BE 18-INCHESHIGHER THAN THE BOTTOM OF THESTRUCTURE IN ACCORDANCE WITHCITY OF BOZEMAN STANDARDDETAILS, UNLESS OTHERWISENOTED IN THE PLANS.2. ALL MANHOLE ACCESS COVERSSHALL BE ORIENTED TO AVOIDPLACEMENT WITHIN THE WHEELPATH OF VEHICULAR TRAFFIC.3. GRATE ELEVATIONS NOTED ON THEPLANS FOR STORM DRAIN INLETSARE BASED ON THE ELEVATION OFTHE GRATE AT THE FLOWLINE OFTHE CURB AND GUTTER.4. STATION AND OFFSET CALLOUT ONTHE STORM DRAIN PLAN ANDPROFILE SHEETS REFER TO THECENTER OF THE CONCRETESTRUCTURE.5. EXISTING POND AT STATION 300+00SHALL HAVE ALL FINE MATERIALSREMOVED FROM THE PONDBOTTOM PRIOR TO PLACING ANYEMBANKMENT OR AGGREGATESURFACING.R/WR/WEX. GROUNDPROFILEFINISHEDGROUND PROFILEGRADING LIMITSGRADING LIMITSCOTTONWOOD ROADPPSD CONSTUCTIONEASEMENT0VERT. SCALE IN FEET250HORIZ. SCALE IN FEET25 502.5 2.5 5PPSD CONSTUCTIONEASEMENTCONNECT TO EX.STORM DRAIN04/20/2022RECORD DRAWING040404040404044040444040444/2/2/2/2/2/2/2/2/2/2/2/2//2///0/0/0/0/0/0/0/0/0/0/0/0/0/0//202020202020202020202020200002222222222222222222222222222222 E21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGBP BP BP BP BP BP BP BP BP ES ES ES ES E8S E8S E8W E8W 12SD 12SD 12SD D D 15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD18SD18SD18SD18SDI MW WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW W W W W W SDMH-4STA 312+14.46RIM ELEV=4730.49NEW 15"ASTM F949 PVCNEW 15"ASTM F949 PVCSDMH-3STA 308+39.24RIM ELEV=4733.90CB-1INSTALL NEW STANDARD INLETSTA 308+39.24, 6.37' RTRIM ELEV=4733.6615" INV OUT (W) = 4728.95DEPTH = 6.21'307+00308+00309+00310+00311+00312+00313+00CB-2INSTALL NEW STANDARD INLETSTA 312+14.50, 77.37' LTRIM ELEV=4730.2512" INV OUT (E) = 4726.98DEPTH = 4.78'NEW 12"ASTM F949 PVC @ 0.40%NEW 15"ASTM F949 PVC @ 0.50%PI: 308+39.24N: 125965.53E: 365543.82PI: 312+14.46N: 126340.70E: 365550.33COTTONWOOD ROAD STORM DRAIN4710471547204725473047354740474547104715472047254730473547404745306+50 307+00 307+50 308+00 308+50 309+00 309+50 310+00 310+50 311+00 311+50 312+00 312+50 313+00EG-4735.84EG-4735.68EG-4735.61EG-4735.60EG-4735.51EG-4735.21EG-4734.99EG-4734.77EG-4734.52EG-4734.07EG-4733.71EG-4733.53EG-4733.20EG-4732.89EG-4732.63EG-4732.40EG-4732.10EG-4731.77EG-4731.50EG-4731.23EG-4730.99EG-4730.23EG-4730.01EG-4729.66EG-4729.23EG-4728.98EG-4728.99FG-4735.06FG-4734.90FG-4734.75FG-4734.60FG-4734.45FG-4734.29FG-4734.14FG-4733.99FG-4733.84FG-4733.68FG-4733.53FG-4733.38FG-4733.23FG-4733.07FG-4732.92FG-4732.77FG-4732.51FG-4732.21FG-4731.91FG-4731.61FG-4731.30FG-4730.99FG-4730.68FG-4730.36FG-4730.05FG-4729.73FG-4729.42SDMH-3INSTALL NEW 48" Ø MANHOLESTA 308+39.24RIM ELEV=4733.9015" INV IN (S) = 4728.9215" INV IN (E) = 4728.9215" INV OUT (N) = 4728.92DEPTH = 6.48'375.23 LF 15" ASTM F949 PVC @ 1.00%SDMH-4INSTALL NEW 48" Ø MANHOLESTA 312+14.46RIM ELEV=4730.4915" INV IN (S) = 4725.1712" INV IN (W) = 4726.6718" INV OUT (N) = 4725.17DEPTH = 6.83'VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2022COPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\PROJECTS\0417\085 - COTTONWOOD ROAD\ACAD\SHEETS\COTTONWOOD STORM DRAIN SHEETS.DWG PLOTTED BY:BEN SLAKEY ON Nov/21/2022REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsCOTTONWOOD ROAD (OAK TO BAXTER)BOZEMANMTCOTTONWOOD ROAD STORM DRAIN PLAN & PROFILE: STA. 306+50 - 313+000417.08562SD-2BEVBEVJRN11/2022JRN11/2022#################GENERAL NOTES1. STORM DRAIN MANHOLES ANDINLETS SHALL NOT HAVE FORMEDCHANNELS AND THE LOWEST PIPEINVERT SHALL BE 18-INCHESHIGHER THAN THE BOTTOM OF THESTRUCTURE IN ACCORDANCE WITHCITY OF BOZEMAN STANDARDDETAILS, UNLESS OTHERWISENOTED IN THE PLANS.2. ALL MANHOLE ACCESS COVERSSHALL BE ORIENTED TO AVOIDPLACEMENT WITHIN THE WHEELPATH OF VEHICULAR TRAFFIC.3. GRATE ELEVATIONS NOTED ON THEPLANS FOR STORM DRAIN INLETSARE BASED ON THE ELEVATION OFTHE GRATE AT THE FLOWLINE OFTHE CURB AND GUTTER.4. STATION AND OFFSET CALLOUT ONTHE STORM DRAIN PLAN ANDPROFILE SHEETS REFER TO THECENTER OF THE CONCRETESTRUCTURE.5. THE STORM DRAIN LATERAL ATSTATION 312+14 LT CROSSES THEEXISTING GAS MAIN. THEAPPROXIMATE TOP OF GAS MAINELEVATION IS 4726.01.CONTRACTOR TO VERIFYELEVATION PRIOR TO INSTALLINGSTORM DRAIN LATERAL. IF ACONFLICT IS FOUND, CONTACTENGINEER FOR PROPOSEDSOLUTION.R/WR/WEX. GROUNDPROFILEFINISHEDGROUND PROFILEGRADING LIMITSGRADING LIMITSCOTTONWOOD ROADPPSD CONSTUCTIONEASEMENTPPSD CONSTUCTIONEASEMENT0VERT. SCALE IN FEET250HORIZ. SCALE IN FEET25 502.5 2.5 5EX. SANITARYSEWER MAIN11/21/2022RECORD DRAWING111111111111111111111111111/2/2/2/2/2/2/2/2/2/2/2/2/2/2/2/2/1/1/1/1/1/1//1/1/1/1/1/1///202020202020202020202020200022222222222222222222222222222222 21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGE8S E8S E8S E8S 18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SDI I I I WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW W W W WNEW 18"ASTM F949 PVCCBMH-1STA 315+37.110.00'RIM ELEV=4726.24313+00314+00315+00316+00317+00318+00319+00PI: 315+37.11N: 126663.30E: 365555.81COTTONWOOD ROAD STORM DRAIN4705471047154720472547304735474047054710471547204725473047354740313+00 313+50 314+00 314+50 315+00 315+50 316+00 316+50 317+00 317+50 318+00 318+50 319+00EG-4728.99EG-4728.72EG-4728.71EG-4728.48EG-4728.18EG-4727.73EG-4727.27EG-4726.97EG-4726.60EG-4726.18EG-4726.06EG-4725.73EG-4725.22EG-4724.96EG-4724.50EG-4724.03EG-4723.39EG-4723.03EG-4722.82EG-4722.85EG-4722.46EG-4722.07EG-4721.68EG-4721.25EG-4720.98FG-4729.42FG-4729.10FG-4728.77FG-4728.45FG-4728.12FG-4727.79FG-4727.46FG-4727.13FG-4726.79FG-4726.44FG-4726.53FG-4726.23FG-4725.94FG-4725.66FG-4725.37FG-4725.06FG-4724.74FG-4724.42FG-4723.71FG-4723.78FG-4723.38FG-4722.48FG-FG-FG-322.65 LF 18" ASTM F949 PVC @ 1.00%456.89 LF 18" ASTM F949 PVC @ 1.30%CBMH-1INSTALL NEW 48" Ø COMBINATIONMANHOLE/CURB INLETSTA 315+37.11RIM ELEV=4726.2418" INV IN (S) = 4721.9418" INV OUT (N) = 4721.94DEPTH = 5.80'18" MIN.VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2022COPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\PROJECTS\0417\085 - COTTONWOOD ROAD\ACAD\SHEETS\COTTONWOOD STORM DRAIN SHEETS.DWG PLOTTED BY:BEN SLAKEY ON Nov/21/2022REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsCOTTONWOOD ROAD (OAK TO BAXTER)BOZEMANMTCOTTONWOOD ROAD STORM DRAIN PLAN & PROFILE: STA 313+00 - 319+000417.08563SD-3BEVBEVJRN11/2022JRN11/2022#################EX. GROUNDPROFILEFINISHEDGROUND PROFILECOTTONWOOD ROADGENERAL NOTES1. STORM DRAIN MANHOLES ANDINLETS SHALL NOT HAVE FORMEDCHANNELS AND THE LOWEST PIPEINVERT SHALL BE 18-INCHESHIGHER THAN THE BOTTOM OF THESTRUCTURE IN ACCORDANCE WITHCITY OF BOZEMAN STANDARDDETAILS, UNLESS OTHERWISENOTED IN THE PLANS.2. ALL MANHOLE ACCESS COVERSSHALL BE ORIENTED TO AVOIDPLACEMENT WITHIN THE WHEELPATH OF VEHICULAR TRAFFIC.3. GRATE ELEVATIONS NOTED ON THEPLANS FOR STORM DRAIN INLETSARE BASED ON THE ELEVATION OFTHE GRATE AT THE FLOWLINE OFTHE CURB AND GUTTER.4. STATION AND OFFSET CALLOUT ONTHE STORM DRAIN PLAN ANDPROFILE SHEETS REFER TO THECENTER OF THE CONCRETESTRUCTURE.0VERT. SCALE IN FEET250HORIZ. SCALE IN FEET25 502.5 2.5 511/21/2022RECORD DRAWING111111111111111111111111111/2/2/2/2/2/2/2/2/2/2/2/2/2/2/2/2/1/1/1/1/1/1//1/1/1/1/1/1///202020202020202020202020200022222222222222222222222222222222 18SD18SD18SD18SDE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SNGNGNGNGNGNGNGNGNGNGNGNGWWWWWWWWWWWWWWWWW319+00319+94STA 319+94.00INLET-1POND INLET18" IE IN (S) 4716.00EP: 319+94.00N: 127119.97E: 365569.91COTTONWOOD ROAD STORM DRAIN4700470547104715472047254730473547004705471047154720472547304735319+00 319+50 319+94EG-4720.98EG-4720.54EG-4720.17EG-4719.76EG-4719.44FG-FG-FG-FG-FG-VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2022COPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\PROJECTS\0417\085 - COTTONWOOD ROAD\ACAD\SHEETS\COTTONWOOD STORM DRAIN SHEETS.DWG PLOTTED BY:BEN SLAKEY ON Apr/20/2022REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsCOTTONWOOD ROAD (OAK TO BAXTER)BOZEMANMTCOTTONWOOD ROAD STORM DRAIN PLAN & PROFILE: STA 319+00 - 319+940417.08564SD-4BEVBEVJRN04/2022JRN04/2022#################EX. GROUNDPROFILEFINISHEDGROUND PROFILECOTTONWOOD ROADGENERAL NOTES1. STORM DRAIN MANHOLES ANDINLETS SHALL NOT HAVE FORMEDCHANNELS AND THE LOWEST PIPEINVERT SHALL BE 18-INCHESHIGHER THAN THE BOTTOM OF THESTRUCTURE IN ACCORDANCE WITHCITY OF BOZEMAN STANDARDDETAILS, UNLESS OTHERWISENOTED IN THE PLANS.2. ALL MANHOLE ACCESS COVERSSHALL BE ORIENTED TO AVOIDPLACEMENT WITHIN THE WHEELPATH OF VEHICULAR TRAFFIC.3. GRATE ELEVATIONS NOTED ON THEPLANS FOR STORM DRAIN INLETSARE BASED ON THE ELEVATION OFTHE GRATE AT THE FLOWLINE OFTHE CURB AND GUTTER.4. STATION AND OFFSET CALLOUT ONTHE STORM DRAIN PLAN ANDPROFILE SHEETS REFER TO THECENTER OF THE CONCRETESTRUCTURE.5. SEE STORMWATER POND GRADINGDETAILS FOR POND GRADINGINFORMATION.0VERT. SCALE IN FEET250HORIZ. SCALE IN FEET25 502.5 2.5 5PPSD POND04/20/2022RECORD DRAWING040404040404044040444040444/2/2/2/2/2/2/2/2/2/2/2/2//2///0/0/0/0/0/0/0/0/0/0/0/0/0/0//202020202020202020202020200002222222222222222222222222222222 E21SE21SE2NGNGNGNGNGNGNGNGNGNGNGNG=D D 15SD18SD18SD18SD18SD18SD18SD15SD 18SD 18SD 18SD 18SD 12SD12SDGV WWWWWWWWWWWWWWWWW W W W W W W W W W W W W NEW 15"ASTM F949 PVCNEW 18"ASTM F949 PVC @ 1.94%NEW 18"ASTM F949 PVCNEW 15"ASTM F949 PVC @ 0.50%SDMH-5STA 325+41.87RIM ELEV=4718.86SDMH-6STA 326+97.23RIM ELEV=4720.27325+00326+00327+00327+64BP: 325+00.00N: 127311.32E: 365514.61EP: 327+64.33N: 127528.55E: 365465.98PI: 326+97.23N: 127461.75E: 365459.60PI: 325+41.87N: 127306.97E: 365472.9621S 21S 21S 21S 21S 21S 21S 21S 21S CB-3STA 325+00.00RIM ELEV=4717.40CB-4INSTALL NEW STANDARD DOUBLE INLETSTA 325+41.87, 41.87' RTRIM ELEV=4717.4015" INV OUT (E) = 4713.93DEPTH = 4.97'CB-5STA 327+64.33RIM ELEV=4720.34STA 326+97.23, 115.11' LTINLET-2POND INLET18" IE IN (E) 4710.50NEW 12"ASTM F949 PVCCB-5ASTA 327+19.68RIM ELEV=4720.04NEW 12"ASTM F949 PVCCOTTONWOOD ROAD STORM DRAIN469046954700470547104715472047254730469046954700470547104715472047254730325+00 325+50 326+00 326+50 327+00 327+50 327+75FG-4717.42FG-4718.89FG-4719.14FG-4719.69FG-4720.30FG-4720.88FG-FG-4718.20FG-4719.01FG-4719.29FG-4719.99FG-4720.2041.87 LF 15" ASTM F949 PVC @ 0.50%155.36 LF 18" ASTM F949 PVC @ 0.64%SDMH-5INSTALL NEW 48" Ø MANHOLESTA 325+41.87RIM ELEV=4718.8615" INV IN (E) = 4713.7215" INV IN (W) = 4713.7218" INV OUT (N) = 4713.72DEPTH = 6.64'SDMH-6INSTALL NEW 48" Ø MANHOLESTA 326+97.23RIM ELEV=4720.2718" INV IN (S) = 4712.7312" INV IN (N) = 4714.6718" INV OUT (W) = 4712.73DEPTH = 9.04'18" MIN.EG-EG-4716.93EG-4716.74EG-4716.74EG-4716.22EG-4715.78EG-4715.27EG-4714.71EG-4714.31EG-4714.04EG-4714.10EG-4714.17EG-CB-5INSTALL NEW 24" Ø INLETSTA 327+64.33RIM ELEV=4720.3412" INV OUT (S) = 4715.00DEPTH = 6.34'44.66 LF 12" ASTM F949 PVC @ 0.50%CB-3INSTALL NEW STANDARD DOUBLE INLETSTA 325+00.00RIM ELEV=4717.4015" INV OUT (W) = 4713.93DEPTH = 4.97'18" MIN.22.49 LF 12" ASTM F949 PVC @ 0.50%CB-5AINSTALL NEW STANDARD INLETSTA 327+19.68, 1.24' LTRIM ELEV=4720.0412" INV IN (N) = 4714.7812" INV OUT (S) = 4714.78DEPTH = 6.76'OHPOHPOHPOHPOHPOHPD18SD 18SD18SD18SD18SDTPWWWWWNEW 18"ASTM F949 PVCBP: 335+00.00N: 127539.37E: 365067.11EP: 336+53.00N: 127502.11E: 365191.75PI: 336+13.88N: 127539.73E: 365180.99SDMH-9STA 336+13.88RIM ELEV=4717.28NEW 18"ASTM F949 PVC21S21S21S335+00336+00336+53 STA 336+52.94OVERFLOW-1POND OVERFLOW18" IE IN (N) 4712.00STA 335+00.00OUTLET-1POND OUTLET18" IE IN (E) 4711.38BAXTER LANE STORM DRAIN4690469547004705471047154720472546904695470047054710471547204725335+00 336+00 336+53EG-4714.89EG-4714.30EG-4713.48EG-4714.87EG-4714.06EG-4713.87FG-4711.26FG-4716.22FG-4717.04FG-FG-4715.80FG-4716.63FG-4717.5439.06 LF 18" ASTM F949 PVC @ 0.40%113.88 LF 18" ASTM F949 PVC @ 0.40%SDMH-9INSTALL NEW 48" Ø MANHOLESTA 336+13.88RIM ELEV=4717.2818" INV IN (S) = 4711.8418" INV OUT (W) = 4711.84DEPTH = 6.94'VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2022COPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\PROJECTS\0417\085 - COTTONWOOD ROAD\ACAD\SHEETS\COTTONWOOD STORM DRAIN SHEETS.DWG PLOTTED BY:BEN SLAKEY ON Nov/21/2022REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsCOTTONWOOD ROAD (OAK TO BAXTER)BOZEMANMTCOTTONWOOD ROAD & BAXTER LANE STORM DRAIN PLAN & PROFILE0417.08565SD-5BEVBEVJRN11/2022JRN11/2022#################EX. GROUNDPROFILEFINISHEDGROUND PROFILECOTTONWOOD ROADPROFILE VIEW OF COTTONWOOD ROAD STORM - STA. 325+00.00 - 327+64.33SCALE: 1" = 50'PLAN VIEW OF COTTONWOOD ROAD STORM - STA. 325+00.00 - 327+64.33SCALE: 1" = 50'GENERAL NOTES1. STORM DRAIN MANHOLES ANDINLETS SHALL NOT HAVE FORMEDCHANNELS AND THE LOWEST PIPEINVERT SHALL BE 18-INCHESHIGHER THAN THE BOTTOM OF THESTRUCTURE IN ACCORDANCE WITHCITY OF BOZEMAN STANDARDDETAILS, UNLESS OTHERWISENOTED IN THE PLANS.2. ALL MANHOLE ACCESS COVERSSHALL BE ORIENTED TO AVOIDPLACEMENT WITHIN THE WHEELPATH OF VEHICULAR TRAFFIC.3. GRATE ELEVATIONS NOTED ON THEPLANS FOR STORM DRAIN INLETSARE BASED ON THE ELEVATION OFTHE GRATE AT THE FLOWLINE OFTHE CURB AND GUTTER.4. STATION AND OFFSET CALLOUT ONTHE STORM DRAIN PLAN ANDPROFILE SHEETS REFER TO THECENTER OF THE CONCRETESTRUCTURE.5. SEE STORMWATER POND GRADINGDETAILS FOR POND GRADINGINFORMATION.6. CONSTRUCT STANDARD DOUBLECURB INLETS PER THE DETAILSHOWN ON SHEET DT-6.BAXTER LANEEX. GROUNDPROFILEFINISHEDGROUND PROFILEPROFILE VIEW OF BAXTER LANE STORM - STA. 335+00.00 - 336+53.00SCALE: 1" = 50'PLAN VIEW OF BAXTER LANE STORM - STA. 335+00.00 - 336+53.00SCALE: 1" = 50'11/21/2022RECORD DRAWING111111111111111111111111111/2/2/2/2/2/2/2/2/2/2/2/2/2/2/2/2/1/1/1/1/1/1//1/1/1/1/1/1///202020202020202020202020200022222222222222222222222222222222 E21S E21S E21S OHPOHPNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGGVBTBT BT BFBF BFBFBFBFBFBFBFBFBFBFBFBFBFBFE12WE12WE12WE12WE12WE12WE12WE12WE12WE12WE15SDE15SDE15SBFBFBFBFBFBFBFBFBFBBFBFBFBF BF BF BFDD15SD 15SD 15SD 15SD 15SD 12SD15SD15SD15SD15SD15SD15SD15SD15SD15SD TVIIIIPI: 352+34.65N: 127574.27E: 365576.15SDMH-8STA 352+34.65RIM ELEV=4720.67WW27S27S27S27S27S27S27S27S27S27S27SSS SS SS SS SS SS SSCO21S CB-6INSTALL NEW STANDARD INLETSTA 350+01.23, 20.98' LTRIM ELEV=4717.7112" INV OUT (N) = 4714.29DEPTH = 4.92'CB-7INSTALL NEW INLET PER DETAIL ON DT-5SDMH-7STA 350+01.66RIM ELEV=4718.39NEW 12" RCP @ 4.81%NEW 12"ASTM F949 PVC @ 1.00%NEW 15"ASTM F949 PVCBP BP BP BPBP BPBPBPBPBPBPBPBPBPBPBP BP BP BP BP P B PBPBPBPBBP350+00351+00352+00353+00BAXTER LANE & HARPER PUCKETT ROAD STORM DRAIN4700470547104715472047254730473547004705471047154720472547304735350+00 350+50 351+00 351+50 352+00 352+35EG-4719.30EG-4719.27EG-4719.15EG-4718.62EG-4717.92EG-4717.17EG-4719.29EG-4719.21EG-4718.89EG-4718.30FG-4718.40FG-4718.66FG-4719.32FG-4719.97FG-4720.65FG-4720.67FG-4718.52FG-4718.82FG-4719.64FG-4720.34232.99 LF 15" ASTM F949 PVC @ 0.68%SDMH-7INSTALL NEW 48" Ø MANHOLESTA 350+01.66RIM ELEV=4718.3912" INV IN (S) = 4714.0812" INV IN (N) = 4714.0815" INV OUT (W) = 4714.08DEPTH = 5.81'VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2025engineers surveyors planners scientistsCOPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\0417\085 - COTTONWOOD ROAD\ACAD\SHEETS\RECORD DRAWINGS\COTTONWOOD STORM DRAIN SHEETS A.B..DWG PLOTTED BY:KARL SAND ON Dec/05/2025REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER: P.E. NO.: DATE:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netCOTTONWOOD ROAD (OAK TO BAXTER)BOZEMANMTBAXTER LANE/HARPER PUCKETT ROAD STORM DRAIN PLAN & PROFILE: STA 350+00 -352+34.650417.08566SD-6BEVBEVJRN11/2022JRN11/2022### ##################EX. GROUNDPROFILEFINISHEDGROUND PROFILEBAXTER LANEGENERAL NOTES1. STORM DRAIN MANHOLES ANDINLETS SHALL NOT HAVE FORMEDCHANNELS AND THE LOWEST PIPEINVERT SHALL BE 18-INCHESHIGHER THAN THE BOTTOM OF THESTRUCTURE IN ACCORDANCE WITHCITY OF BOZEMAN STANDARDDETAILS, UNLESS OTHERWISENOTED IN THE PLANS.2. ALL MANHOLE ACCESS COVERSSHALL BE ORIENTED TO AVOIDPLACEMENT WITHIN THE WHEELPATH OF VEHICULAR TRAFFIC.3. GRATE ELEVATIONS NOTED ON THEPLANS FOR STORM DRAIN INLETSARE BASED ON THE ELEVATION OFTHE GRATE AT THE FLOWLINE OFTHE CURB AND GUTTER.4. STATION AND OFFSET CALLOUT ONTHE STORM DRAIN PLAN ANDPROFILE SHEETS REFER TO THECENTER OF THE CONCRETESTRUCTURE.0VERT. SCALE IN FEET250HORIZ. SCALE IN FEET25 502.5 2.5 5PPSD. SEWERSERVICE LINERECORD DRAWING //////OHP OHP OHP OHP GNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNG NG NG NG NG NG NG GVBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBT BT BT BTBTBTBTBTBTE12W E12W E12W E12W E12WESESESESESE S ESBF BF BF BF BF BF BF BFBFBF D D15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD 15SD 15SD 15SD 15SD 15S 15SD PI: 358+31.39N: 128171.01E: 365579.17PI: 352+34.65N: 127574.27E: 365576.15SDMH-8STA 352+34.65RIM ELEV=4720.67WW W W W W WWWWWWWWWWWWWWWWWWWWWWWSWSWS WS WS SSSSSSSSSSSSSSSS CO COCBMH-2STA 358+31.39RIM ELEV=4710.15SDMH-10STA 355+33.02RIM ELEV=4715.34 15"949 PVCNEW 15"RCP IRR. CL. 4BPBPBPBPBPBPBPBPBPBP BPBPBPBPBPBPBPBPBPBPBPBPPBPB PB PB PB PB BPNEW 15"RCP IRR. CL. 5STA 358+73.72INLET-3POND INLET15" IE IN (E) 4707.70NEW 15"ASTM F949 PVC352+00353+00354+00355+00356+00357+00358+00358+75>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>BAXTER LANE & HARPER PUCKETT ROAD STORM DRAIN4700470547104715472047254730473547004705471047154720472547304735352+35352+50 353+00 353+50 354+00 354+50 355+00 355+50 356+00 356+50 357+00 357+50 358+00 358+50 358+75EG-4717.17EG-4717.29EG-4716.50EG-4716.52EG-4716.66EG-4716.34EG-4716.05EG-4715.25EG-4714.75EG-4714.40EG-4714.39EG-4714.31EG-4713.99EG-4713.54EG-4713.55EG-4713.32EG-4712.77EG-4712.76EG-4712.32EG-4711.94EG-4711.73EG-4711.25EG-4710.95EG-4710.32EG-4710.10EG-4710.78EG-FG-4720.67FG-4720.62FG-4720.33FG-4720.38FG-4720.06FG-4719.53FG-4718.04FG-4716.50FG-4716.28FG-4716.43FG-4716.73FG-4716.18FG-4715.55FG-4714.90FG-4714.27FG-4713.68FG-4713.14FG-4712.57FG-4712.18FG-4711.86FG-4711.57FG-4711.32FG-4711.10FG-4710.60FG-4710.23FG-4710.76FG-298.37 LF 15" RCP IRR. CL. 4 @ 0.55%298.37 LF 15" ASTM F949 PVC @ 1.06%SDMH-8INSTALL NEW 48" Ø MANHOLESTA 352+34.65RIM ELEV=4720.6715" INV IN (E) = 4712.5015" INV OUT (N) = 4712.50DEPTH = 9.67'SDMH-10INSTALL NEW 48" Ø MANHOLESTA 355+33.02RIM ELEV=4715.3415" INV IN (S) = 4709.3515" INV OUT (N) = 4709.35DEPTH = 7.49'CBMH-2INSTALL NEW 48" Ø COMBINATIONMANHOLE/CURB INLETSTA 358+31.39RIM ELEV=4710.1515" INV IN (S) = 4707.7115" INV OUT (W) = 4707.85DEPTH = 3.94'42.32 LF 15" RCP IRR. CL. 5 @ 0.35%18" MIN.VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2025engineers surveyors planners scientistsCOPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\0417\085 - COTTONWOOD ROAD\ACAD\SHEETS\RECORD DRAWINGS\COTTONWOOD STORM DRAIN SHEETS A.B..DWG PLOTTED BY:KARL SAND ON Dec/09/2025REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER: P.E. NO.: DATE:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netCOTTONWOOD ROAD (OAK TO BAXTER)BOZEMANMTBAXTER LANE/HARPER PUCKETT ROAD STORM DRAIN PLAN & PROFILE: STA 352+34.65 -358+750417.08567SD-7BEVBEVJRN11/2022JRN11/2022### ##################EX. GROUNDPROFILEFINISHEDGROUND PROFILEBAXTER LANEGENERAL NOTES1. STORM DRAIN MANHOLES ANDINLETS SHALL NOT HAVE FORMEDCHANNELS AND THE LOWEST PIPEINVERT SHALL BE 18-INCHESHIGHER THAN THE BOTTOM OF THESTRUCTURE IN ACCORDANCE WITHCITY OF BOZEMAN STANDARDDETAILS, UNLESS OTHERWISENOTED IN THE PLANS.2. ALL MANHOLE ACCESS COVERSSHALL BE ORIENTED TO AVOIDPLACEMENT WITHIN THE WHEELPATH OF VEHICULAR TRAFFIC.3. GRATE ELEVATIONS NOTED ON THEPLANS FOR STORM DRAIN INLETSARE BASED ON THE ELEVATION OFTHE GRATE AT THE FLOWLINE OFTHE CURB AND GUTTER.4. STATION AND OFFSET CALLOUT ONTHE STORM DRAIN PLAN ANDPROFILE SHEETS REFER TO THECENTER OF THE CONCRETESTRUCTURE.5. SEE STORMWATER POND GRADINGDETAILS FOR POND GRADINGINFORMATION.PPSD POND0VERT. SCALE IN FEET250HORIZ. SCALE IN FEET25 502.5 2.5 5HARPER PUCKETT ROAD4707.57(A.B.)4707.71(A.B.)DRY WELL-1RIM ELEV=4716.29SUMP ELEV=4708.29SEE DETAIL ON DT-5DRY WELL-2RIM ELEV=4712.92SUMP ELEV=4704.92SEE DETAIL ON DT-5SWALE (TYP.)RECORD DRAWING 18SD18SD18SDD D 15SD 15SD18SD18SD18SD18SD18SD18SD18SD 15SD 15SD 18SD 18SD 12SD12SD12SDI II I I STA: 207+08.17274.99' RTFG 4718.53STA: 207+09.96138.93' RTSTA: 207+17.25140.69' RTFG 4718.76STA: 207+22.41139.16' RTFG 4718.31STA: 207+24.94136.08' RTFG 4717.50STA: 207+25.35126.09' RTFG 4717.50STA: 207+23.09122.78' RTFG 4718.29STA: 207+13.61121.83' RTSTA: 207+09.87122.81' RTSTA: 206+89.87451.13' RTFG 4719.60STA: 207+06.77448.93' RTFG 4719.72STA: 206+82.61109.72' RTFG 4716.85STA: 206+71.03190.07' RTSTA: 206+80.01204.75' RT PCFG 4717.20STA: 206+83.49215.51' RTFG 4717.25STA: 206+78.44299.96' RTFG 4717.65STA: 207+00.5390.20' RTFG 4717.53STA: 206+97.24463.21' RTFG 4719.69STA: 206+83.88250.43' RTFG 4717.52STA: 206+64.10151.09' RTFG 4716.39STA: 206+99.28448.30' RTFG 4716.00STA: 206+96.97448.48' RTFG 4716.00STA: 206+84.11319.40' RT PTFG 4716.00STA: 206+82.84297.40' RTFG 4716.00STA: 206+84.27275.43' RT PCFG 4716.00STA: 206+87.07254.86' RT PTFG 4716.03STA: 206+79.09195.87' RT PCFG 4716.00STA: 206+87.32224.13' RTFG 4716.00STA: 206+73.17187.72' RT PTFG 4716.00STA: 206+65.22151.51' RTFG 4716.00STA: 206+79.94116.67' RT PCFG 4716.02STA: 207+03.37100.12' RT PCSTA: 207+00.1498.03' RT PTFG 4716.01FG 4718.38STA: 207+09.9595.45' RTFG 4717.97FG 4718.15STA: 206+79.90275.80' RTFG 4717.51STA: 206+80.22321.73' RTFG 4717.66FG 4716.97STA: 207+07.1689.72' RTFG 4717.79STA: 207+07.34135.38' RTSTA: 207+07.60125.38' RTFG 4717.50FG 4717.5049+0050+0051+0052+0053+00-4:1-4:1FG 4718.42FG 4716.00VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2025COPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\0417\085 - COTTONWOOD ROAD\ACAD\SHEETS\RECORD DRAWINGS\STORMWATER POND GRADING DETAILS.DWG PLOTTED BY:KARL SAND ON Dec/05/2025REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsCOTTONWOOD ROAD (OAK TO BAXTER)BOZEMANMTSTORMWATER POND GRADING DETAILS0417.08568SD-8BEVBEVJRN11/2022SWF11/2022#################10 205100SCALE IN FEETCOTTONWOOD ROADGRADING LIMITSGENERAL NOTES1. STATION 207+07.42 TO STATION207+25.14 LINE POND OUTLETCHANNEL WITH CLASS I RIPRAP.RIPRAP DEPTH SHALL BE 1.5'.2. EXCAVATION QUANTITIES FOR THISPOND ARE INCLUDED IN THE BIDITEM FOR STORM DRAIN PONDEXCAVATION.3. CONTRACTOR SHALL INSTALL CMPFETS ON THE POND INLET PIPE.THE COST OF THESE FETS SHALLBE INCLUDED IN THE UNIT PRICEBID FOR THE CORRESPONDINGPIPE.GRADING LIMITSPOND OUTLET CHANNEL11/21/20224717.30(A.B.)4717.30(A.B.)4717.30(A.B.)4717.30(A.B.)RECORD DRAWING11111111111111111111111/2/2/2/2/2/2/2/2//2//2/2/2/2/21/1/1//1/1/1/1///1/1/1///2020202020202020202020200020022222222222222222222222222222222 D18SD 18SD 18SD 18SD 18SD18SD18SD18SD18SDSTA: 203+42.8980.00' RTSTA: 203+80.7772.81' RT PTSTA: 203+91.6372.89' RTSTA: 204+15.5883.34' RTSTA: 204+33.8896.06' RTSTA: 204+53.58119.47' RT PTSTA: 204+46.79127.22' RT PCSTA: 203+13.40119.60' RT PTSTA: 203+08.40114.91' RT PCSTA: 203+06.5484.97' RT PTSTA: 203+11.4679.66' RT PCSTA: 202+94.7079.19' RTSTA: 202+95.53119.82' RTSTA: 203+09.06133.13' RTSTA: 203+60.64134.66' RTSTA: 204+45.24144.51' RTSTA: 204+79.41119.07' RTSTA: 204+72.03110.22' RTSTA: 204+55.7093.58' RTSTA: 204+37.7077.57' RTSTA: 204+33.0374.42' RTSTA: 204+11.8963.76' RTSTA: 203+79.3558.39' RTSTA: 203+53.5566.25' RTSTA: 203+43.5568.26' RTSTA: 203+07.4567.27' RTSTA: 204+63.18144.43' RT PCSTA: 204+76.50138.49' RT PCSTA: 204+82.44127.36' RT PCSTA: 202+95.3474.95' RTSTA: 203+02.0368.10' RTSTA: 202+99.90128.84' RTFG 4710.50FG 4710.50FG 4710.50FG 4710.50FG 4710.50FG 4710.50FG 4710.50FG 4710.50FG 4710.50FG 4710.50FG 4710.50FG 4713.55FG 4713.79FG 4713.92FG 4713.73FG 4714.83FG 4714.65FG 4714.69FG 4714.45FG 4714.38FG 4714.36FG 4714.26FG 4714.12FG 4713.64FG 4713.45FG 4713.51FG 4714.94FG 4714.84FG 4714.73FG 4713.58FG 4713.55FG 4713.87-4:1-4:1-4:1-4:1VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2022COPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\PROJECTS\0417\085 - COTTONWOOD ROAD\ACAD\SHEETS\STORMWATER POND GRADING DETAILS.DWG PLOTTED BY:BEN SLAKEY ON Nov/21/2022REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsCOTTONWOOD ROAD (OAK TO BAXTER)BOZEMANMTSTORMWATER POND GRADING DETAILS0417.08569SD-9BEVBEVJRN11/2022SWF11/2022#################10 205100SCALE IN FEETGENERAL NOTES1. SEE SHEET SD-5 FOR OVERFLOWPIPING INFORMATION.2. EXCAVATION QUANTITIES FOR THISPOND ARE INCLUDED IN THE BIDITEM FOR STORM DRAIN PONDEXCAVATION.3. CONTRACTOR SHALL INSTALL CMPFETS ON THE POND INLET ANDOUTLET PIPES. THE COST OFTHESE FETS SHALL BE INCLUDED INTHE UNIT PRICE BID FOR THECORRESPONDING PIPE.GRADING LIMITSGRADING LIMITS11/21/2022RECORD DRAWING111111111111111111111111111/2/2/2/2/2/2/2/2/2/2/2/2/2/2/2/2/1/1/1/1/1/1//1/1/1/1/1/1///2020202020202020202020202000022222222222222222222222222222222 5SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD///////////////////////////////////////FG 4708.56FG 4708.69FG 4708.93FG 4710.80FG 4710.47FG 4710.44FG 4707.51FG 4707.50FG 4709.38FG 4709.44FG 4707.50FG 4710.92FG 4708.86STA: 58+27.0066.22' LT PCSTA: 58+13.8461.18' LT PTSTA: 57+98.6850.74' LT PCSTA: 57+93.5356.15' LT PCSTA: 58+15.7471.29' LT PTSTA: 58+18.9072.35' LT PCN: 128201.64E: 365488.17 PTN: 128206.55E: 365493.18 PCN: 128206.63E: 365480.76 PTN: 128214.34E: 365488.25 PCN: 128206.49E: 365522.57 PTN: 128219.25E: 365534.72 PTN: 128211.95E: 365518.8359+750058+0059+00FG 4710.22N: 128217.36E: 365508.45FG 4709.38N: 128206.63E: 365480.76 PTFG 4709.38N: 128212.05E: 365483.15 PTFG 4709.56N: 128214.80E: 365497.08 PTFG 4710.06N: 128216.74E: 365523.72 PTFG 4711.09N: 128214.91E: 365539.78 PT-4:1-4:1-4:1VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2022COPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\PROJECTS\0417\085 - COTTONWOOD ROAD\ACAD\SHEETS\STORMWATER POND GRADING DETAILS.DWG PLOTTED BY:BEN SLAKEY ON Nov/21/2022REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsCOTTONWOOD ROAD (OAK TO BAXTER)BOZEMANMTSTORMWATER POND GRADING DETAILS0417.08570SD-10BEVBEVJRN11/2022SWF11/2022#################10 205100SCALE IN FEETGRADING LIMITSGRADING LIMITSPPSD. R/WEX. R/WGENERAL NOTES1. EXCAVATION QUANTITIES FOR THISPOND ARE INCLUDED IN THE BIDITEM FOR STORM DRAIN PONDEXCAVATION.2. CONTRACTOR SHALL INSTALL RCPFETS ON THE POND INLET PIPE.THE COST OF THESE FETS SHALLBE INCLUDED IN THE UNIT PRICEBID FOR THE CORRESPONDINGPIPE.11/21/2022RECORD DRAWING111111111111111111111111111/2/2/2/2/2/2/2/2/2/2/2/2/2/2/2/2/1/1/1/1/1/1//1/1/1/1/1/1///2020202020202020202020202000022222222222222222222222222222222 /////////////// ///E21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE15SDE15SDNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGE8W E8W E8WE8SE8SE8S E8S E8S E8S E8S BPBPBPPWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW D D 15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SDPI: 406+48.99N: 125744.82E: 365468.98PI: 403+18.25N: 125414.13E: 365463.28PI: 405+81.99N: 125677.83E: 365467.82400+00401+00402+00403+00404+00405+00406+00407+00STA 406+26.5024.58' LTREMOVE EX. CAP8" GATE VALVECONNECT TO EX.8" WATER MAINCONTRACTOR VERIFYINVERT ELEVATION8" IE IN (E) 4727.12STA 403+00.0012.49' LTFIRE HYDRANTFG = 4739.72BURY DEPTH = 8'6" IE IN (E) 4731.72STA 406+66.8412.74' LTFIRE HYDRANTFG = 4735.43BURY DEPTH = 7.5'6" IE IN (E) 4727.93COTTONWOOD ROAD WATER MAIN4715472047254730473547404745475047154720472547304735474047454750400+00 400+50 401+00 401+50 402+00 402+50 403+00 403+50 404+00 404+50 405+00 405+50 406+00 406+50 407+00EG-4743.43EG-4740.95EG-4741.01EG-4738.64EG-4738.15EG-4737.74EG-4737.59EG-4737.37EG-4737.13EG-4736.87EG-4736.65EG-4736.42EG-4736.10EG-4735.78EG-4735.56EG-4735.16EG-4734.56EG-4734.35EG-4734.28EG-4734.29EG-4734.21EG-4734.23EG-4734.14EG-4734.06EG-4734.03EG-4734.07EG-4734.34EG-4734.30EG-4734.28FG-FG-4742.23FG-4742.93FG-4743.72FG-4743.24FG-4742.75FG-4742.26FG-4741.79FG-4741.00FG-4740.63FG-4740.24FG-4739.85FG-4739.44FG-4739.02FG-4738.59FG-4738.16FG-4737.74FG-4737.31FG-4736.91FG-4736.56FG-4736.27FG-4736.04FG-4735.86FG-4735.71FG-4735.55FG-4735.40FG-4735.23FG-4735.10FG-4734.9418" MIN.STA 405+81.9916" GATE VALVE16" IE IN (S) 4727.7716" IE IN (N) 4727.77STA 406+26.4916" X 8" TEE16" IE IN (S) 4727.3916" IE IN (N) 4727.398" IE IN (W) 4727.89STA 406+48.9916" GATE VALVE16" IE IN (S) 4727.2016" IE IN (N) 4727.20STA 403+18.25DEFLECTIONPOINT16" IE IN (S) 4730.6716" IE IN (N) 4730.67STA 400+00.00CONNECT TO EX.16" WATER MAIN W/SOLID SLEEVECONTRACTOR VERIFYINVERT ELEVATION16" IE IN (N) 4735.00STA 403+00.0016" X 6" TEE16" IE IN (S) 4730.9116" IE IN (N) 4730.916" IE IN (W) 4731.51300.00 LF 16" CL 51 D.I. WATER MAIN @ 1.36%263.74 LF 16" CL 52 D.I. WATER MAIN @ 1.10%22.50 LF 16" CL 51 D.I. WATER MAIN @ 0.86%18.03 LF 16" CL 52 D.I. WATER MAIN @ -0.95%18.25 LF 16" CL 51 D.I. WATER MAIN @ 1.36%44.50 LF 16" CL 52 D.I. WATER MAIN @ 0.86%STA 406+67.0216" X 6" TEE16" IE IN (S) 4727.0316" IE IN (N) 4727.036" IE IN (W) 4727.53VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2025engineers surveyors planners scientistsCOPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\0417\085 - COTTONWOOD ROAD\ACAD\SHEETS\RECORD DRAWINGS\COTTONWOOD WATER MAIN SHEETS A.B..DWG PLOTTED BY:KARL SAND ON Dec/02/2025REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER: P.E. NO.: DATE:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netCOTTONWOOD ROAD (OAK TO BAXTER)BOZEMANMTCOTTONWOOD ROAD WATER MAIN PLAN & PROFILE: STA. 400+00 - 407+000417.08571W-1BEVBEVJRN04/2022JRN04/2022EX. GROUNDPROFILEFINISHEDGROUND PROFILECOTTONWOOD ROADGENERAL NOTES1. CONTRACTOR SHALL REMOVEEXISTING BLOW-OFF HYDRANT ATSTATION 400+00 AND RETURN IT TOTHE OWNER.2. REFER TO THE TABLE ON SHEETG-1 FOR ALL RESTRAINED JOINTINFORMATION.0VERT. SCALE IN FEET250HORIZ. SCALE IN FEET25 502.5 2.5 5INV-4736.87 EX.INV-4735.88 A.B.INV-4734.86 A.B.INV-4734.08 A.B.INV-4733.58 A.B.INV-4732.84 A.B.INV-4732.16 A.B.INV-4731.61 A.B.INV-4730.34 A.B.INV-4729.86 A.B.INV-4729.17 A.B.INV-4728.85 A.B.INV-4728.17 A.B.DELETED(A.B)DELETED(A.B.)INV-4726.87 A.B.4736.87(A.B.)4731.23(A.B.)4731.65(A.B.)4727.70(A.B.)4727.12(A.B.)4727.45(A.B.)4726.89(A.B.)4727.29(A.B.)4731.65(A.B.)RECORD DRAWINGFINISHED GROUNDPROFILE (A.B.) E21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGE BP BP BP BP BP BP BP BP BP ES ES ES ES E8S E8S E8W E8W WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW W W W W W12SD12SD12SD D D 15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD18SD18SD18SD18SD18SD18SD18SDPI: 410+58.81N: 126154.57E: 365476.04PI: 411+27.83N: 126223.59E: 365477.23I MW 407+00408+00409+00410+00411+00412+00413+00414+00STA 411+03.6724.49' LTREMOVE EX. CAP8" GATE VALVECONNECT TO EX.8" WATER MAINCONTRACTOR VERIFYINVERT ELEVATION8" IE IN (E) 4723.94STA 413+37.272.50' RT8" 45° BEND8" IE IN (W) 4719.288" IE IN (E) 4719.28STA 408+50.0012.48' LTFIRE HYDRANTFG = 4734.31BURY DEPTH = 8'6" IE IN (E) 4726.31STA 413+37.27105.55' RT8" CAP8" IE IN (W) 4718.44COTTONWOOD ROAD WATER MAIN4710471547204725473047354740474547104715472047254730473547404745407+00 407+50 408+00 408+50 409+00 409+50 410+00 410+50 411+00 411+50 412+00 412+50 413+00 413+50 414+00EG-4734.28EG-4734.34EG-4734.36EG-4734.20EG-4733.96EG-4733.83EG-4733.75EG-4733.62EG-4733.28EG-4733.12EG-4732.86EG-4732.63EG-4732.34EG-4732.10EG-4731.88EG-4731.53EG-4731.20EG-4731.08EG-4730.88EG-4730.29EG-4729.99EG-4729.75EG-4729.42EG-4729.09EG-4728.81EG-4728.51EG-4728.29EG-4728.01EG-4727.74FG-4734.94FG-4734.79FG-4734.64FG-4734.49FG-4734.33FG-4734.18FG-4734.03FG-4733.88FG-4733.72FG-4733.57FG-4733.42FG-4733.27FG-4733.11FG-4732.96FG-4732.78FG-4732.56FG-4732.29FG-4731.97FG-4731.69FG-4731.38FG-4731.07FG-4730.76FG-4730.44FG-4730.13FG-4729.82FG-4729.51FG-4729.21FG-4728.91FG-4728.61STA 413+37.2716" X 8" TEE16" IE IN (S) 4721.3816" IE IN (N) 4721.388" IE IN (E) 4721.78STA 411+27.8316" GATE VALVE16" IE IN (N) 4723.8916" IE IN (S) 4723.89STA 411+04.3216" X 8" TEE16" IE IN (S) 4724.0316" IE IN (N) 4724.038" IE IN (W) 4724.53STA 408+50.0016" X 6" TEE16" IE IN (S) 4725.5516" IE IN (N) 4725.556" IE IN (W) 4726.15STA 410+58.8116" GATE VALVE16" IE IN (S) 4724.3016" IE IN (N) 4724.3045.52 LF 16" CL 51 D.I. WATER MAIN @ 0.59%209.44 LF 16" CL 51 D.I. WATER MAIN @ 1.20%208.81 LF 16" CL 51 D.I. WATER MAIN @ 0.60%23.51 LF 16" CL 51 D.I. WATER MAIN @ 0.59%82.73 LF 16" CL 51 D.I. WATER MAIN @ 1.20%18" MIN.18" MIN.182.98 LF 16" CL 51 D.I. WATER MAIN @ 0.81%VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2025engineers surveyors planners scientistsCOPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\0417\085 - COTTONWOOD ROAD\ACAD\SHEETS\RECORD DRAWINGS\COTTONWOOD WATER MAIN SHEETS A.B..DWG PLOTTED BY:KARL SAND ON Dec/02/2025REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER: P.E. NO.: DATE:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netCOTTONWOOD ROAD (OAK TO BAXTER)BOZEMANMTCOTTONWOOD ROAD WATER MAIN PLAN & PROFILE: STA 407+00 - 414+000417.08572W-2BEVBEVJRN04/2022JRN04/2022EX. GROUNDPROFILEFINISHEDGROUND PROFILE0VERT. SCALE IN FEET250HORIZ. SCALE IN FEET25 502.5 2.5 5GENERAL NOTES1. REFER TO THE TABLE ON SHEETG-1 FOR ALL RESTRAINED JOINTINFORMATION.2. STATION 404+32 TO STATION406+20 INSULATE OVER NEWWATER MAIN PER DETAIL DRAWINGON SHEET DT-1.INV-4726.87 A.B.INV-4726.02 A.B.INV-4725.92 A.B.INV-4725.30 A.B.INV-4724.67 A.B.INV-4723.91 A.B.INV-4722.94 A.B.INV-4722.57 A.B.INV-4722.46 A.B.INV-4721.96 A.B.INV-4720.58 A.B.BEND DELETED(A.B.)8" INV @ CROSSING= 4720.70(A.B.)CONNECTION VIA SOLIDSLEEVE IN ORDER TODEFLECT TO ALIGNMENTA.B.4723.61(A.B.)4723.14(A.B.)4723.47(A.B.)4723.08(A.B.)4721.45(A.B.)4721.78(A.B.)4726.22(A.B.)4723.58(A.B.)RECORD DRAWING SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGE8S E8S E8S E8S WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SDPI: 417+13.54N: 126809.21E: 365487.32PI: 417+71.56N: 126867.22E: 365488.32STA 417+84.7133.46' LTFIRE HYDRANTFG = 4723.78BURY DEPTH = 7'6" IE IN (E) 4716.78414+00415+00416+00417+00418+00419+00420+00421+00STA 417+52.0458.37' LT8" CAP8" IE IN (E) 4716.28STA 414+20.0014.31' LTFIRE HYDRANTFG = 4728.59BURY DEPTH = 7.5'6" IE IN (E) 4721.09STA 417+52.5140.65' LT8" GATE VALVE8" IE IN (E) 4716.378" IE IN (W) 4716.37STA 417+52.1056.37' LT2" BLOWOFFCOTTONWOOD ROAD WATER MAIN4700470547104715472047254730473547004705471047154720472547304735414+00 414+50 415+00 415+50 416+00 416+50 417+00 417+50 418+00 418+50 419+00 419+50 420+00 420+50 421+00EG-4727.74EG-4727.46EG-4727.16EG-4726.94EG-4726.65EG-4726.39EG-4726.17EG-4725.86EG-4725.58EG-4725.34EG-4725.07EG-4724.79EG-4724.47EG-4724.16EG-4723.85EG-4723.56EG-4723.30EG-4723.03EG-4722.73EG-4722.40EG-4722.05EG-4721.71EG-4721.37EG-4721.02EG-4720.67EG-4720.27EG-4719.85EG-4719.50EG-4719.00FG-4728.61FG-4728.31FG-4728.01FG-4727.72FG-4727.43FG-4727.14FG-4726.85FG-4726.57FG-4726.29FG-4726.01FG-4725.73FG-4725.46FG-4725.17FG-4724.86FG-4724.55FG-4724.24FG-4723.94FG-4723.64FG-4723.35FG-4723.05FG-4722.76FG-4722.47FG-4722.11FG-4721.67FG-4721.25FG-4721.24FG-4720.71FG-4720.24FG-4719.8118" MIN.STA 417+53.5916" X 8" TEE16" IE IN (S) 4716.1716" IE IN (N) 4716.178" IE IN (W) 4716.57STA 417+71.5616" GATE VALVE16" IE IN (S) 4715.9016" IE IN (N) 4715.90STA 417+13.5416" GATE VALVE16" IE IN (S) 4716.8716" IE IN (N) 4716.87STA 417+85.2816" X 6" TEE16" IE IN (S) 4715.7316" IE IN (N) 4715.736" IE IN (W) 4716.23STA 414+20.0016" X 6" TEE16" IE IN (S) 4720.3916" IE IN (N) 4720.396" IE IN (W) 4720.8940.05 LF 16" CL 51 D.I. WATER MAIN @ 1.75%17.97 LF 16" CL 51 D.I. WATER MAIN @ 1.50%13.72 LF 16" CL 52 D.I. WATER MAIN @ 1.25%464.72 LF 16" CL 51 D.I. WATER MAIN @ 1.39%293.54 LF 16" CL 51 D.I. WATER MAIN @ 1.20%VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2025engineers surveyors planners scientistsCOPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\0417\085 - COTTONWOOD ROAD\ACAD\SHEETS\RECORD DRAWINGS\COTTONWOOD WATER MAIN SHEETS A.B..DWG PLOTTED BY:KARL SAND ON Dec/02/2025REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER: P.E. NO.: DATE:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netCOTTONWOOD ROAD (OAK TO BAXTER)BOZEMANMTCOTTONWOOD ROAD WATER MAIN PLAN & PROFILE: STA 414+00 - 421+000417.08573W-3BEVBEVJRN04/2022JRN04/2022EX. GROUNDPROFILEFINISHEDGROUND PROFILECOTTONWOOD ROADGENERAL NOTES1. REFER TO THE TABLE ON SHEETG-1 FOR ALL RESTRAINED JOINTINFORMATION.0VERT. SCALE IN FEET250HORIZ. SCALE IN FEET25 502.5 2.5 5INV-4720.58 A.B.INV-4719.64 A.B.INV-4719.07 A.B.INV-4718.47 A.B.INV-4717.77 A.B.INV-4714.97 A.B.INV-4714.27 A.B.INV-4713.54 A.B.INV-4712.84 A.B.INV-4712.20 A.B.INV-4711.48 A.B.8'(A.B.)4720.33(A.B.)4736.75(A.B.)4717.07(A.B.)4716.23(A.B.)4716.56(A.B.)4715.68(A.B.)4715.65(A.B.)4715.87(A.B.)4720.60(A.B.)DELETED(A.B.)DELETED(A.B.)4716.06(A.B.)4716.77(A.B.)RECORD DRAWING 21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SOHP OHP OHP OHP OHP OHP NG NGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNG NG NG NG GV BT BT BT BT BTBTBTBTBTBTBFBF BF BF E12WES E BF BF BF BF BFBFBFBF WWWWWWWWWWWWWWWWWWWWWWW W W W W W W WWWWWWWWWWWWW W W W W W W W W WS WS WS WS WS W W D D D 15SD 15SD15SD15SD15SD15SD15SD15SD15SD15SD15S18SD18SD18SD18SD18SD18SD15SD 18SD 18SD 18SD 15SD 12SD12SDPI: 424+93.74N: 127589.30E: 365500.76I II GV 421+00422+00423+00424+00425+00426+00427+0027S 27S 2 SS SS SS SS SS SS SS SS C C 21S 21S 21S 21S 21S 21S 21S STA 424+00.00109.93' LTFIRE HYDRANTFG = 4720.30BURY DEPTH = 7.5'6" IE IN (E) 4712.72426+32.39103.69', RT1" WATER SERVICECOTTONWOOD ROAD WATER MAIN4700470547104715472047254730473547004705471047154720472547304735421+00 421+50 422+00 422+50 423+00 423+50 424+00 424+50 425+00 425+50 426+00 426+50 427+00EG-4719.00EG-4718.48EG-4717.91EG-4717.50EG-4717.01EG-4716.59EG-4716.15EG-4715.73EG-4715.27EG-4714.88EG-4714.54EG-4714.36EG-4714.57EG-4714.66EG-4714.37EG-4715.64EG-4715.66EG-4715.59EG-4715.12EG-4714.99EG-4714.69EG-4714.42EG-4714.24EG-4713.87EG-4713.76FG-4719.81FG-4718.97FG-4718.63FG-4718.35FG-4718.13FG-4718.03FG-4718.06FG-4718.09FG-4718.24FG-4718.72FG-4719.28FG-4719.89FG-4720.46FG-4721.14FG-4722.28FG-4725.35FG-4724.37FG-4721.91FG-4720.75FG-4720.41FG-4719.91FG-4718.79FG-4718.09FG-4717.45FG-4717.02STA 424+87.7416" X 36" REDUCER16" IE IN (S) 4711.0636" IE IN (N) 4711.06STA 425+46.0936" BUTTERFLY VALVE36" IE IN (S) 4710.5036" IE IN (N) 4710.50STA 422+50.00DEFLECTIONPOINT16" IE IN (S) 4709.2716" IE IN (N) 4709.27STA 424+00.0016" X 6" TEE16" IE IN (S) 4711.4716" IE IN (N) 4711.476" IE IN (W) 4711.97STA 424+18.5316" GATE VALVE16" IE IN (S) 4711.3816" IE IN (N) 4711.38150.00 LF 16" CL 51 D.I. WATER MAIN @ -1.47%18.53 LF 16" CL 51 D.I. WATER MAIN @ 0.50%69.21 LF 16" CL 51 D.I. WATER MAIN @ 0.46%52.35 LF 36" CL 51 D.I. WATER MAIN @ 1.02%6.00 LF 36" CL 51 D.I. WATER MAIN @ 0.50%18" MIN.18" MIN.STA 424+93.7436" CROSS36" IE IN (S) 4711.0336" IE IN (N) 4711.0336" IE IN (W) 4711.0336" IE IN (E) 4711.03VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2025engineers surveyors planners scientistsCOPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\0417\085 - COTTONWOOD ROAD\ACAD\SHEETS\RECORD DRAWINGS\COTTONWOOD WATER MAIN SHEETS A.B..DWG PLOTTED BY:KARL SAND ON Dec/02/2025REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER: P.E. NO.: DATE:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netCOTTONWOOD ROAD (OAK TO BAXTER)BOZEMANMTCOTTONWOOD ROAD WATER MAIN PLAN & PROFILE: STA 421+00 - 427+000417.08574W-4BEVBEVJRN11/2022JRN11/2022EX. GROUNDPROFILEFINISHEDGROUND PROFILECOTTONWOOD ROADGENERAL NOTES1. REFER TO THE TABLE ON SHEETG-1 FOR ALL RESTRAINED JOINTINFORMATION.2. SEE BAXTER LANE WATER MAINSHEETS FOR GRADINGINFORMATION.0VERT. SCALE IN FEET250HORIZ. SCALE IN FEET25 502.5 2.5 5INV-4711.48 A.B.INV-4710.73 A.B.INV-4710.04 A.B.INV-4710.09 A.B.INV-4710.61 A.B.INV-4708.89 A.B.INV-4707.48 A.B.INV-4705.78 A.B.4712.89(A.B.)4709.23(A.B.)4711.36(A.B.)4711.05(A.B.)4710.99(A.B.)4711.02(A.B.)CONICAL REDUCER4711.80(A.B.)RECORD DRAWING NGNGNGNGNGNGNGNGNGNGBTBTBTBTBTBTBTBTBTBTBTBTBTWWWWWWWWWWD 15SD15SD15SD15SD15SD15SD15SD15SD15SD427+00428+00428+57STA 428+55.0016.56' LTFIRE HYDRANTFG = 4710.57BURY DEPTH = 7.5'6" IE IN (E) 4703.07COTTONWOOD ROAD WATER MAIN4695470047054710471547204725473046954700470547104715472047254730427+00 427+50 428+00 428+57EG-4713.76EG-4713.00EG-4712.26EG-4711.95EG-4713.39EG-4712.56EG-4712.10FG-4717.02FG-4715.99FG-4714.66FG-4710.91FG-4716.60FG-4715.33FG-4713.32STA 428+57.4336" CAP36" IE IN (S) 4701.162.43 LF 36" CL 51 D.I. WATER MAIN @ 3.00%STA 428+55.0036" X 6" TEE36" IE IN (S) 4701.2336" IE IN (N) 4701.236" IE IN (W) 4702.81308.91 LF 36" CL 51 D.I. WATER MAIN @ 3.00%VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2025engineers surveyors planners scientistsCOPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\0417\085 - COTTONWOOD ROAD\ACAD\SHEETS\RECORD DRAWINGS\COTTONWOOD WATER MAIN SHEETS A.B..DWG PLOTTED BY:KARL SAND ON Dec/02/2025REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER: P.E. NO.: DATE:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netCOTTONWOOD ROAD (OAK TO BAXTER)BOZEMANMTCOTTONWOOD ROAD WATER MAIN PLAN & PROFILE: STA 427+00 - 428+57.430417.08575W-5BEVBEVJRN04/2022JRN04/2022EX. GROUNDPROFILEFINISHEDGROUND PROFILEHARPER PUCKETT ROADGENERAL NOTES1. REFER TO THE TABLE ON SHEETG-1 FOR ALL RESTRAINED JOINTINFORMATION.2. INSTALL CONCRETE BOLLARDSAROUND THE FIRE HYDRANT ATSTATION 428+55 PER COB STD.DWG NO. 02660-8.0VERT. SCALE IN FEET250HORIZ. SCALE IN FEET25 502.5 2.5 5INV-4705.78 A.B.INV-4704.29 A.B.INV-4702.91 A.B.4701.37(A.B.)4701.80(A.B.)4701.30(A.B.)4702.56(A.B.)8'(A.B.)RECORD DRAWING 15SD12SD 18SD18SD18SDD18SDDD15SD15SD15SD15SD15SD18SD15SD15SD15SD15SD15SD 8SD18SD18SD15SD12SDE21SE21SOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPNGNG NGNGNGNGNGNGNGNGNGNGNGNGGVBTBTBTBTBTBTBTBTBTBTBTBTBFBFBFE12WBFBFBFBFBFBFBFWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW430+00431+00432+00433+00434+00434+49BP: 430+00.00N: 127587.31E: 365120.32PI: 432+90.22N: 127588.42E: 365410.55PI: 433+80.44N: 127589.29E: 365500.76424+00425+004227S27S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21SSTA 430+02.0116.51' LTFIRE HYDRANTFG = 4716.17BURY DEPTH = 7.5'6" IE IN (S) 4708.67BAXTER LANE WATER MAIN469046954700470547104715472047254730469046954700470547104715472047254730STA 434+37.5312" 45° BEND12" IE IN (W) 4709.3212" IE IN (E) 4709.3211.82 LF 12" CL 51 D.I. WATER MAIN @ 1.00%1.15 LF 12" CL 51 D.I. WATER MAIN @ 101.89%EX. 10" GAS MAIN430+00 430+50 431+00 431+50 432+00 432+50 433+00 433+50 434+00 434+55EG-4715.11EG-4715.01EG-4715.08EG-4715.13EG-4715.14EG-4715.34EG-4715.58EG-4715.72EG-4716.15EG-4715.04EG-4715.03EG-4715.14EG-4715.12EG-4715.22EG-4715.47EG-4715.66EG-4715.76EG-4716.70FG-4715.99FG-4716.77FG-4717.48FG-4718.49FG-4719.96FG-4720.53FG-4721.92FG-4726.55FG-4722.09FG-4716.42FG-4717.12FG-4717.92FG-4719.51FG-4720.44FG-4721.02FG-4723.68FG-4725.53FG-4721.41STA 430+00.0036" CAP36" IE IN (E) 4706.22STA 434+49.35CONNECT TO EX.12" WATER MAINCONTRACTOR VERIFYINVERT ELEVATION12" IE IN (W) 4709.20STA 430+02.0136" X 6" TEE36" IE IN (E) 4706.2536" IE IN (W) 4706.256" IE IN (N) 4707.832.01 LF 36" CL 51 D.I. WATER MAIN @ 1.35%288.21 LF 36" CL 51 D.I. WATER MAIN @ -1.35%STA 432+90.2236" BUTTERFLY VALVE36" IE IN (W) 4710.1336" IE IN (E) 4710.1390.23 LF 36" CL 51 D.I. WATER MAIN @ -1.00%49.94 LF 12" CL 51 D.I. WATER MAIN @ 1.02%STA 433+86.4436" X 12" REDUCER36" IE IN (W) 4711.0012" IE IN (E) 4711.00STA 433+80.44(STA 424+93.74 COTTONWOOD ROAD)36" CROSS36" IE IN (S) 4711.0336" IE IN (N) 4711.0336" IE IN (W) 4711.0336" IE IN (E) 4711.036.00 LF 36" CL 51 D.I. WATER MAIN @ 0.50%STA 434+36.3812" 45° BEND12" IE IN (W) 4710.4912" IE IN (E) 4710.49VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2025engineers surveyors planners scientistsCOPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\0417\085 - COTTONWOOD ROAD\ACAD\SHEETS\RECORD DRAWINGS\BAXTER LANE WATER MAIN SHEETS A.B..DWG PLOTTED BY:KARL SAND ON Dec/02/2025REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER: P.E. NO.: DATE:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netCOTTONWOOD ROAD (OAK TO BAXTER)BOZEMANMTBAXTER LANE WATER MAIN PLAN & PROFILE: STA. 430+00 - 434+49.350417.08576W-6BEVBEVJRN11/2022JRN11/20221 WATER MAIN MODIFICATIONS FOR 10' SEPARATION 6/21/2023CGMEX. GROUNDPROFILEFINISHEDGROUND PROFILEBAXTER LANEGENERAL NOTES1. REFER TO THE TABLE ON SHEETG-1 FOR ALL RESTRAINED JOINTINFORMATION.2. SEE COTTONWOOD ROAD WATERMAIN PLANS FOR INFORMATION.0VERT. SCALE IN FEET250HORIZ. SCALE IN FEET25 502.5 2.5 511434+45.35(A.B.)4710.08(A.B.)4711.05(A.B.)4710.99(A.B.)4711.02(A.B.)58.91(A.B.)4.0(A.B.)4708.88(A.B.)4701.90(A.B.)CONICAL REDUCER4712.00(A.B.)4708.98(A.B.)4707.57(A.B.)8.5'(A.B.)RECORD DRAWING BAXTER LANE SEWER MAIN46954700470547104715472047254695470047054710471547204725-5+00 -4+50 -4+00 -3+50 -3+00 -2+50 -2+00 -1+50 -1+00 -0+50 0+00 0+50 1+00EG-EG-EG-4711.84EG-4711.95EG-4712.09EG-4712.22EG-4712.35EG-4712.55EG-4712.80EG-4713.12EG-4713.46EG-4713.84EG-4714.22EG-4714.55EG-4714.85EG-4715.06EG-4715.26EG-4715.33EG-4715.36EG-4715.33EG-4715.30EG-4715.21EG-4715.12EG-4715.02EG-4714.79FG-FG-FG-FG-4711.92FG-4712.07FG-4712.22FG-4712.37FG-4712.52FG-4712.69FG-4712.87FG-4713.06FG-4713.24FG-4713.42FG-4713.60FG-4713.78FG-4713.97FG-4714.15FG-4714.33FG-4714.52FG-4714.76FG-4715.07FG-4715.38FG-4715.74FG-4716.12FG-4716.50SSMH-0INSTALL NEW 72" Ø MANHOLESTA -4+59.37RIM ELEV=4711.8018" INV IN (W) = 4702.588" INV IN (S) = 4703.2521" INV OUT (E) = 4702.38DEPTH = 9.42'SSMH-1INSTALL NEW 72" Ø MANHOLESTA 0+07.00RIM ELEV=4715.1621" INV IN (W) = 4701.6821" INV OUT (E) = 4701.58DEPTH = 13.59'500.00 LF 21" ASTM F679 SEWER MAIN @ 0.15%466.37 LF 21" ASTM F679 SEWER MAIN @ 0.15%21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21D18S18SD18SD18SD18SD ////////////////////////////////////OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHXXXXXXXXXXXXXWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWWWWWWW-4+69-4+00-3+00-2+00-1+000+001+00PI: -4+59.37N: 127569.79E: 364585.67PI: 0+07.00N: 127574.16E: 365052.01BAXTER LANEVERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2025engineers surveyors planners scientistsCOPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\0417\085 - COTTONWOOD ROAD\ACAD\SHEETS\RECORD DRAWINGS\BAXTER LANE SEWER MAIN SHEETS A.B..DWG PLOTTED BY:KARL SAND ON Dec/02/2025REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER: P.E. NO.: DATE:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netCOTTONWOOD ROAD (OAK TO BAXTER)BOZEMANMTBAXTER LANE SEWER MAIN PLAN & PROFILE: STA. -4+69 - 1+000417.08577-ASS-0BEVBEVJRN11/2022JRN11/20221 SEWER MODIFICATION6/21/2023CGMGENERAL NOTES1. SSMH-2 IS A DROP MANHOLE.CONTRACTOR TO CONSTRUCTDROP MANHOLE PER COB STD. DTL.DWG. NO. 02730-5.2. SEE SHEET SS-4 FOR SANITARYSEWER SERVICE GRADING.0VERT. SCALE IN FEET250HORIZ. SCALE IN FEET25 502.5 2.5 5EX. GROUNDPROFILEFINISHEDGROUND PROFILE1FUTURE TWIN LAKES AVE.18" STUB 5' WEST8" STUB 5' SOUTH493.5 (A.B.)460.37 (A.B.)RECORD DRAWING 27S27S27S27S27S27S27S27S27S27S27S27S27SSSSSSS21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21SDDDD18SD15SD 8SD18SD12SD15SD15SD15SD15SD15SD15SD15SD15SD15SDSDE21SE21SOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPNGNG NGNGNGNGNGNGNGNGNGNGNGNGNGBTBTBTBTBTBTBTBTBTBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFE27SE27SE27SE27SE27SE27SE27SE27SE27SE27SE27SE27SE27SE12WE12WE12WE12WE12WE12WE12WE12WE12WE12WE12WE12E15SDE15SDE15SDE15SDBFBFBFBFWWWWWWWWWWWWWWWWWWWWWWWWWWWWIIIII1+002+003+004+005+006+007+008+00PI: 7+01.99N: 127565.68E: 365743.10PI: 5+07.00N: 127535.24E: 365550.504718.488BAXTER LANE SEWER MAIN46954700470547104715472047254695470047054710471547204725SSMH-2INSTALL NEW 84" Ø MANHOLESTA 5+07.00RIM ELEV=4720.7521" INV IN (W) = 4700.8321" INV IN (S) = 4709.2021" INV IN (S) = 4700.8327" INV OUT (E) = 4700.43DEPTH = 20.32'1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00EG-4714.79EG-4714.10EG-4712.97EG-4712.13EG-4712.01EG-4711.63EG-4711.41EG-4711.37EG-4711.13EG-4712.50EG-4713.53EG-4713.92EG-4713.88EG-4713.99EG-4714.29EG-4715.16EG-4716.33EG-4716.11EG-4716.97EG-4716.61EG-4717.35EG-4718.12EG-4718.52EG-4718.80EG-4718.99EG-4719.06EG-4719.08EG-4718.98EG-4718.98FG-4716.50FG-4716.80FG-4717.09FG-4717.36FG-4717.63FG-4718.50FG-4718.66FG-4719.62FG-4719.80FG-4720.33FG-4720.80FG-4721.37FG-4720.76FG-4722.87FG-4721.79FG-4721.64FG-4720.87FG-4720.48FG-4720.13FG-4719.79FG-4719.43FG-4719.10FG-4718.79FG-4718.55FG-4718.49FG-4718.36FG-4718.23FG-4718.16FG-4718.30SSMH-3INSTALL NEW 72" Ø MANHOLESTA 7+01.99RIM ELEV=4718.4827" INV IN (W) = 4700.1427" INV OUT (E) = 4700.04DEPTH = 18.44'194.99 LF 27" ASTM F679 SEWER MAIN @ 0.15%500.00 LF 21" ASTM F679 SEWER MAIN @ 0.15%NEW 12" STORM DRAINNEW 16" WATER MAINVERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2025engineers surveyors planners scientistsCOPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\0417\085 - COTTONWOOD ROAD\ACAD\SHEETS\RECORD DRAWINGS\BAXTER LANE SEWER MAIN SHEETS A.B..DWG PLOTTED BY:KARL SAND ON Dec/02/2025REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER: P.E. NO.: DATE:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netCOTTONWOOD ROAD (OAK TO BAXTER)BOZEMANMTBAXTER LANE SEWER MAIN PLAN & PROFILE: STA. 1+00 - 8+000417.08577SS-1BEVBEVJRN11/2022JRN11/20221 SEWER MODIFICATION6/21/2023 CGMBAXTER LANEGENERAL NOTES1. SSMH-2 IS A DROP MANHOLE.CONTRACTOR TO CONSTRUCTDROP MANHOLE PER COB STD. DTL.DWG. NO. 02730-5.2. SEE SHEET SS-4 FOR SANITARYSEWER SERVICE GRADING.0VERT. SCALE IN FEET250HORIZ. SCALE IN FEET25 502.5 2.5 5EX. GROUNDPROFILEFINISHEDGROUND PROFILE188.49 (A.B.)493.50 (A.B.)96" (A.B.)RECORD DRAWING BAXTER LANE SEWER MAIN469547004705471047154720472546954700470547104715472047258+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00EG-4718.98EG-4718.95EG-4718.87EG-4718.86EG-4718.98EG-4719.15EG-4719.33EG-4719.58EG-4719.84EG-4720.12EG-4720.43EG-4720.70EG-4720.89EG-4721.08EG-4721.23EG-4721.14EG-4721.25EG-4721.20EG-4721.01EG-4721.11EG-4720.89EG-4720.41EG-4720.67EG-4720.27EG-4720.11EG-4720.12EG-4719.33EG-4719.32EG-4719.31FG-4718.30FG-4718.47FG-4718.65FG-4718.82FG-FG-FG-FG-FG-FG-FG-FG-FG-FG-FG-FG-FG-FG-FG-FG-FG-FG-FG-FG-FG-FG-FG-FG-FG-SSMH-4INSTALL NEW 60" Ø MANHOLESTA 12+02.03RIM ELEV=4721.2827" INV IN (W) = 4699.3027" INV OUT (E) = 4699.20DEPTH = 22.09'498.04 LF 27" ASTM F679 SEWER MAIN @ 0.15%291.88 LF 27" ASTM F679 SEWER MAIN @ 0.15%SSMH-5INSTALL NEW 72" Ø MANHOLESTA 14+95.56RIM ELEV=4719.3527" INV IN (W) = 4698.7627" INV OUT (E) = 4698.66DEPTH = 20.69'EX. 12" STORM DRAIN27S27S27S27S27S27S27S27S27S27S27S27S27S27S27S27S27S27S27S27S27S27S27S27S27S27S27S27S27S27S27S////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////E27SE27SE27SE27SE27SE27SE27SE27SE27SE27SE27SE27SE27SE27SE27SE27SE27SE27SE27SE27SE27SE27SE12SDE12SD/////////NGNGNGNGNGNGNGE27SE27SE27SE27SE27SE27SE27SE27SE27SE27SWE12WE12WE12WE12WE12WE12WE12WE12WE12WE12WE12WE12WE12WE12WE12WE12WE12WE12WE12WE15SDE15SDE15SDE12WE12WE12WE12WE12WE12WE12WE12WE12WE12WE12WEWBFBFBFBFBFBFTVIIIIIIIWWWWWWWWW W W W W W W W 8+009+0010+0011+0012+0013+0014+0015+00PI: 12+02.03N: 127573.27E: 366243.08PI: 14+95.56N: 127574.02E: 366536.61EX. GROUNDPROFILEFINISHEDGROUND PROFILEBAXTER LANEVERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2025engineers surveyors planners scientistsCOPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\0417\085 - COTTONWOOD ROAD\ACAD\SHEETS\RECORD DRAWINGS\BAXTER LANE SEWER MAIN SHEETS A.B..DWG PLOTTED BY:KARL SAND ON Dec/02/2025REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER: P.E. NO.: DATE:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netCOTTONWOOD ROAD (OAK TO BAXTER)BOZEMANMTBAXTER LANE SEWER MAIN PLAN & PROFILE: STA. 8+00 - 15+000417.08578SS-2BEVBEVJRN11/2022JRN11/20220VERT. SCALE IN FEET250HORIZ. SCALE IN FEET25 502.5 2.5 514+90.56 (A.B.)288.53 (A.B.)500.04 (A.B.)4699.22 (A.B.)0.16% (A.B.)RECORD DRAWING BAXTER LANE SEWER MAIN4695470047054710471547204725469547004705471047154720472515+00 15+50 16+00 16+50 17+00 17+30EG-4719.31EG-4718.73EG-4717.92EG-4716.55EG-4716.20EG-4715.86EG-4719.07EG-4718.38EG-4717.05EG-4716.57127.68 LF 27" ASTM F679 SEWER MAIN @ 0.15%99.73 LF 27" ASTM F679 SEWER MAIN @ 0.15%SSMH-6INSTALL NEW 72" Ø MANHOLESTA 16+23.42RIM ELEV=4717.1127" INV IN (W) = 4698.4727" INV OUT (E) = 4698.37DEPTH = 18.74'EX. SSMH-1EX. 84" Ø MANHOLESTA 17+27.17RIM ELEV=4715.8827" INV IN (W) = 4698.2227" INV IN (S) = 4705.6127" INV OUT (E) = 4698.02DEPTH = 17.86'27S27S27S27S27S27S27S27S27S/////////////////////////////////////////////////////////////////////////////////E27S/////////E27SE27SE27SE27SE27SE27SE27SE27SE27SE27SE27SE27SE12WE12WE12WE6WE6WIIIIIIIE15+0016+0017+0017+30PI: 16+23.42N: 127589.64E: 366663.51EX. GROUNDPROFILEBAXTER LANEVERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2025engineers surveyors planners scientistsCOPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\0417\085 - COTTONWOOD ROAD\ACAD\SHEETS\RECORD DRAWINGS\BAXTER LANE SEWER MAIN SHEETS A.B..DWG PLOTTED BY:KARL SAND ON Dec/02/2025REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER: P.E. NO.: DATE:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netCOTTONWOOD ROAD (OAK TO BAXTER)BOZEMANMTBAXTER LANE SEWER MAIN PLAN & PROFILE: STA. 15+00 - 17+300417.08579SS-3BEVBEVJRN04/2022JRN04/20220VERT. SCALE IN FEET250HORIZ. SCALE IN FEET25 502.5 2.5 5GENERAL NOTES1. CONTRACTOR TO CONNECT TOEXISTING SEWER MAIN STUBOUTSIDE EX. SSMH-1.2. CONTRACTOR CONFIRMCONNECTION INVERT ELEVATIONAT EX. SSMH-1.3. TO CONNECT TO THE EXISTINGSEWER MAIN STUB AT EX. SSMH-1,CONTRACTOR WILL BE REQUIREDTO EXCAVATE THROUGHNON-SHRINK BACKFILL.4715.79 (A.B.)4698.30 (A.B.)102.75 (A.B.)16+24.42 (A.B.)133.86 (A.B.)4698.51 (A.B.)4698.41 (A.B.)0.11% (A.B.)0.12% (A.B.)RECORD DRAWING BAXTER LANE SEWER MAIN46954700470547104715472047254695470047054710471547204725CO-1INSTALL NEW CLEANOUTSTA 100+81.30RIM ELEV=4705.694" INV IN (N) = 4705.324" INV OUT (S) = 4705.32100+00 100+50 101+00 101+50 102+07EG-4716.69EG-4717.96EG-4718.15EG-4718.22EG-4717.51EG-4717.77EG-4716.71EG-4718.18EG-4717.14FG-4719.88FG-4719.90FG-FG-FG-FG-4720.61FG-4717.48FG-FG-81.30 LF 4" SDR 26 PVC S.S. SERVICE PIPE @ 3.97%4.50 LF 4" SDR 26 PVC S.S. SERVICE PIPE @ 3.25%36.54 LF 4" SDR 26 PVC S.S. SERVICE PIPE @ 3.52%CO-2INSTALL NEW CLEANOUTSTA 101+65.82RIM ELEV=4708.444" INV IN (N) = 4708.074" INV OUT (S) = 4708.07CONNECTION POINTSTA 102+06.85RIM ELEV=4717.514" INV OUT (W) = 4709.51INSTALL NEW 90° BENDSTA 101+70.314" INV IN (E) = 4708.224" INV OUT (S) = 4708.2284.51 LF 4" SDR 26 PVC S.S. SERVICE PIPE @ 3.25%27S 27S 27S 27SSSSSSSSSSSSSSSSSSS CO CO D15SD15SD15SD15SD15SD15SD15SD15SD15SD 15SD 15SD 15SD 15SD OHP NG NG NG NG GV BF BF BF BF E27S E27S E27S E27S E27S E12W E12W E12W E12WESESESESESE S ESBF BF BFF BF S WS 6+00102+07100+00101+00102+00PI: 101+70.31N: 127715.16E: 365612.1015.00'12.25'2.00'5.00'CO CO EX. GROUNDPROFILEBAXTER LANE VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2025engineers surveyors planners scientistsCOPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\0417\085 - COTTONWOOD ROAD\ACAD\SHEETS\RECORD DRAWINGS\BAXTER LANE SEWER MAIN SHEETS A.B..DWG PLOTTED BY:KARL SAND ON Dec/05/2025REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER: P.E. NO.: DATE:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netCOTTONWOOD ROAD (OAK TO BAXTER)BOZEMANMTBAXTER LANE SEWER SERVICE PLAN & PROFILE: STA. 100+00 - 102+070417.08580SS-4BEVBEVJRN11/2022JRN11/2022 0VERT. SCALE IN FEET250HORIZ. SCALE IN FEET25 502.5 2.5 5GENERAL NOTES1. CONTRACTOR TO CONSTRUCTCLEANOUTS PER COB STD. DWG.NO. 02730-4.2. CONTRACTOR CONFIRMCONNECTION LOCATION ANDINVERT ELEVATION TO THEEXISTING SERVICE LINE.3. EXISTING SEWER SERVICE, SEPTICTANK, AND DRAIN FIELD LOCATIONSSHOWN ARE APPROXIMATE.R/WEX. DRAINFIELDEX. SEPTICTANKCONNECT TO EX. SS A.B.EX. INV - 4714.46SEWER CLEANOUT AT EASEMENT LIMITINV - 4711.50~86.5 LF 4" SDR 26 PVCSS SERVICE PIPE @ ~10.88%EASEMENTLIMIT~93.5 LF 4" SDR 26 PVCSS SERVICE PIPE @ 2.50%90 DEG. SWEEP OR 2 ea. 45 DEG.BEND AND SEWER CLEANOUTCLEANOUT INV - 4713.84~25 LF 4" SDR 26 PVCSS SERVICE PIPE @ 2.50%SEWER SERVICE PROFILE DEVIATES FROM PROPOSEDDESIGN. SEE SEWER SERVICE PLAN ABOVE FOR PIPESLOPES AND LENGTHS.RECORD DRAWING 24+0025+0026+0027+0028+0029+0030+0031+00P DPBPBBPBPBPBPBPBPBPPBBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBP //////////////////////////////// / /// /// ////////////////////////////// /// ///////////////////// ///////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// ////// / / / // / /// ///E21SE21SE21SE21SE21SE21SE18SDE18SDE18SDE18SDE18SDE18SDE18SDE12 S D E12SD E12SD E15SDE15SDE15SDE15SDE15SDOHP OHP BPBPBPBPBPBPBPBPBPP VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2025COPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\0417\085 - COTTONWOOD ROAD\ACAD\SHEETS\RECORD DRAWINGS\LIGHTING PLAN SHEETS.DWG PLOTTED BY:KARL SAND ON Dec/02/2025REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsCOTTONWOOD ROAD (OAK TO BAXTER)BOZEMANMTLIGHTING PLAN SHEETS STA. 24+00 - 31+000417.08581EL-1BRSARGJRN04/2022RJH04/2022#################250HORIZ. SCALE IN FEET25 5012POLE LOCATIONSPOLENUMBER STATION OFFSETLUMINAIREHEIGHTLUMINAIREMASTARM129+93.84 41.30 RT 35' 10'230+67.96 46.09 LT 35' 10'3 32+44.74 46.00 RT 35' 10'433+18.56 48.00 LT 35' 10'5 34+37.74 46.00 RT 35' 10'6 35+30.32 48.00 LT 35' 10'7 36+65.98 46.00 RT 35' 10'8 37+78.55 48.00 LT 35' 10'9 38+90.32 46.00 RT 35' 10'10 40+16.67 48.00 LT 35' 10'1140+94.22 46.00 RT 35' 10'1241+91.39 48.00 LT 35' 10'13 42+93.52 46.00 RT 35' 10'14 44+12.50 48.00 LT 35' 10'15 45+33.37 46.00 RT 35' 10'16 46+65.68 48.00 LT 35' 10'1747+93.58 46.00 RT 35' 10'18 49+20.10 48.00 LT 35' 10'19 50+39.71 46.00 RT 35' 10'BOX TO BOXFROM BOX TO BOXLENGTH (FT)CONDUITEXISTING PB 1442"PB 1 852"PB 2 72 2"1 3 244 2"2 4 255 2"35193 2"46212 2"5 7 2282"6 8 2482"7 9 2242"10 12 174 2"11 13 200 2"12 14 220 2"1315241 2"1416252 2"15 17 2622"16 18 2482"17 19 2422"18 END 270 2"19 END 149 2"SERVICE END 266 2"TOTAL 4429E1E1NNNNNN(1) 2" PLASTIC CONDUIT(2) #6 AWG COPPER(1) #10 AWG COPPER (GROUND)GENERAL NOTES1. CONTRACTOR SHALL PROVIDESCHEDULE 80 PVC CONDUIT UNDERPAVED SURFACES. SCHEDULE 40PVC IS PERMITTED UNDERLANDSCAPED SURFACE.2. ALL CONDUIT AND TRENCHINGSHALL BE INSTALLED PER CITYSTANDARDS.3. PROVIDE PULL BOX NEXT TO EACHLUMINIAIRE. SEE SHEET EL-11 FORPULL BOX DETAIL LUMINAIRE SCHEDULESYMBOL TYPE LAMPS LUMENS DESCRIPTIONS MANUFACTURER CATALOG NO. OR SERIESMOUNTING/VOLTAGEE175W LED10,429FULL CUTOFF AREA LIGHT WITH TYPE II DISTRIBUTION. MOUNT FIXTURE ON 35FT ROUNDTAPERED STEEL POLE WITH 10FT ARM. MOUNT ON CONCRETE BASE PER CITY REQUIREMENTS.PROVIDE HUNTER GREEN FINISH (RAL#6005) PER CITY OF BOZEMAN STANDARDS. PROVIDE ARMAND POLE PER CITY OF BOZEMAN STANDARDS. LUMINAIRE SELECTION AND PLACMENT IS BASEDON NEW DRAFT STANDARD FOR OUTPUT.PHILIPSRFM-75W-60LED-3K-G2-R2M-UNV-DMG-RCD7-FAWSPOLE/240PHB75W LED10,429FULL CUTOFF AREA LIGHT WITH TYPE II DISTRIBUTION. MOUNT FIXTURE ON SIGNAL ASSEMBLY(SEE EL-10). PROVIDE HUNTER GREEN FINISH (RAL#6005) PER CITY OF BOZEMAN STANDARDS. .LUMINAIRE SELECTION AND PLACMENT IS BASED ON NEW DRAFT STANDARD FOR OUTPUT.PHILIPSRFM-75W-60LED-3K-G2-R2M-UNV-DMG-RCD7-FAWSPOLE/240INTERCEPT EXISTINGLIGHTING CONDUIT(PROVIDED AS PART OF HIGHSCHOOL IMPROVEMENTSPROJECT). ROUTE #6 CU ASNEEDED BACK TO EXISTINGSERVICEEXISTING SERVICE AND ROUND ABOUTLIGHTING CONTROL . CONTRACTOR TOPROVIDE NEW (2) NEW 20A/2P BREAKERS.ONE FOR EAST SIDE LIGHTING AND ONE FORWEST SIDE LIGHTING. PROVIDE ADDTIONALCONTACTORS AS NEEDED TO CONTROL NEWCOTTONWOOD LUMINAIRES USING EXISTINGCONTROL SCHEME.04/20/20223"(A.B.)46+76.14(A.B.)50+30.21(A.B.)RECORD DRAWING0/0/0/0/0/0/0/0/0/0/0/0/0/0//202020202020202020202020200002222222222222222222222222222222222222222222040404040404044040444040444/2/2/2/2/2/2/2/2/2/2/2/2//2///000000000000444444444444222222200000000 31+0032+0033+0034+0035+0036+0037+0038+00PBPBPBPBPBPBBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPVERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2022COPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\PROJECTS\0417\085 - COTTONWOOD ROAD\ACAD\SHEETS\ELECTRICAL SHEETS\LIGHTING PLAN SHEETS.DWG PLOTTED BY:BEN SLAKEY ON Apr/20/2022REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsCOTTONWOOD ROAD (OAK TO BAXTER)BOZEMANMTLIGHTING PLAN SHEETS STA. 31+00 - 38+000417.08582EL-2BRSARGJRN04/2022RJH04/2022#################250HORIZ. SCALE IN FEET25 50345678E1E1E1E1E1E1NNNNNNNNNNNNNNNN(1) 2" PLASTIC CONDUIT(2) #6 AWG COPPER(1) #10 AWG COPPER (GROUND)GENERAL NOTES1. CONTRACTOR SHALL PROVIDESCHEDULE 80 PVC CONDUIT UNDERPAVED SURFACES. SCHEDULE 40PVC IS PERMITTED UNDERLANDSCAPED SURFACE.2. ALL CONDUIT AND TRENCHINGSHALL BE INSTALLED PER CITYSTANDARDS.3. PROVIDE PULL BOX NEXT TO EACHLUMINIAIRE.SEE SHEET EL-11 FORPULL BOX DETAIL04/20/2022RECORD DRAWING0/0/0/0/0/0/0/0/0/0/0/0/0/0//202020202020202020202020200002222222222222222222222222222222222222222222040404040404044040444040444/2/2/2/2/2/2/2/2/2/2/2/2//2///000000000000444444444444222222200000000 38+0039+0040+0041+0042+0043+0044+0045+00I PBPBPBPBPBPBBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPE BP BP BP BP BP BP BP BP BP VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2022COPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\PROJECTS\0417\085 - COTTONWOOD ROAD\ACAD\SHEETS\ELECTRICAL SHEETS\LIGHTING PLAN SHEETS.DWG PLOTTED BY:BEN SLAKEY ON Apr/20/2022REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsCOTTONWOOD ROAD (OAK TO BAXTER)BOZEMANMTLIGHTING PLAN SHEETS STA. 38+00 - 45+000417.08583EL-3BRSARGJRN04/2022RJH04/2022#################250HORIZ. SCALE IN FEET25 5091011121314E1E1E1E1E1E1NNNNNNNNNN(1) 2" PLASTIC CONDUIT(2) #6 AWG COPPER(1) #10 AWG COPPER (GROUND)GENERAL NOTES1. CONTRACTOR SHALL PROVIDESCHEDULE 80 PVC CONDUIT UNDERPAVED SURFACES. SCHEDULE 40PVC IS PERMITTED UNDERLANDSCAPED SURFACE.2. ALL CONDUIT AND TRENCHINGSHALL BE INSTALLED PER CITYSTANDARDS.3. PROVIDE PULL BOX NEXT TO EACHLUMINIAIRE. SEE SHEET EL-11 FORPULL BOX DETAIL04/20/2022RECORD DRAWING0/0/0/0/0/0/0/0/0/0/0/0/0/0//202020202020202020202020200002222222222222222222222222222222222222222222040404040404044040444040444/2/2/2/2/2/2/2/2/2/2/2/2//2///000000000000444444444444222222200000000 45+0046+0047+0048+0049+0050+0051+0052+00III PBPBPBPBPBBP BP BP BP BPBPBP BPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPPBPBPB VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2025COPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\0417\085 - COTTONWOOD ROAD\ACAD\SHEETS\RECORD DRAWINGS\LIGHTING PLAN SHEETS.DWG PLOTTED BY:KARL SAND ON Dec/02/2025REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsCOTTONWOOD ROAD (OAK TO BAXTER)BOZEMANMTLIGHTING PLAN SHEETS STA. 45+00 - 52+000417.08584EL-4BRSARGJRN04/2022RJH04/2022#################250HORIZ. SCALE IN FEET25 5015161718198E1E1E1E1E1NNNNNNNNNNNNNN(1) 2" PLASTIC CONDUIT(2) #6 AWG COPPER(1) #10 AWG COPPER (GROUND)GENERAL NOTES1. CONTRACTOR SHALL PROVIDESCHEDULE 80 PVC CONDUIT UNDERPAVED SURFACES. SCHEDULE 40PVC IS PERMITTED UNDERLANDSCAPED SURFACE.2. ALL CONDUIT AND TRENCHINGSHALL BE INSTALLED PER CITYSTANDARDS.3. PROVIDE PULL BOX NEXT TO EACHLUMINIAIRE. SEE SHEET EL-11 FORPULL BOX DETAIL04/20/2022RECORD DRAWING0/0/0/0/0/0/0/0/0/0/0/0/0/0//202020202020202020202020200002222222222222222222222222222222222222222222040404040404044040444040444/2/2/2/2/2/2/2/2/2/2/2/2//2///000000000000444444444444222222200000000 VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2022COPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\PROJECTS\0417\085 - COTTONWOOD ROAD\ACAD\SHEETS\ELECTRICAL SHEETS\LIGHTING PLAN SHEETS.DWG PLOTTED BY:BEN SLAKEY ON Apr/20/2022REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsCOTTONWOOD ROAD (OAK TO BAXTER)BOZEMANMTLIGHTING PLAN SHEETS: WIRING SCHEMATIC0417.08585EL-5BRSARGJRN04/2022RJH04/2022#################S-1 SERVICE ASSEMBLY:SEE SHEET EL-6 FOR DETAIL2077123456789101112131415161718197777777777777777207720202020202020202077207720772077207720772077207710102077SCHEMATIC, NOT TO SCALECOTTONWOOD ROADCOTTONWOOD ROADBAXTER LANEOAK STREET101010101010101010101010101010101010101010101010101010101010101010101010INDICATES LUMINAIRE AND POLE NUMBER.INDICATES WATERTIGHT CONNECTOR IDENTITYNO. PER PLAN SHEET. LOCATECONNECTORS INSIDE POLE BASES OR PULL BOXES.68GENERAL NOTES1. CONTRACTOR SHALL PROVIDESCHEDULE 80 PVC CONDUIT UNDERPAVED SURFACES. SCHEDULE 40PVC IS PERMITTED UNDERLANDSCAPED SURFACE.2. ALL CONDUIT AND TRENCHINGSHALL BE INSTALLED PER CITYSTANDARDS.3. PROVIDE PULL BOX NEXT TO EACHLUMINIAIRE. SEE SHEET EL-11 FORPULL BOX DETAIL20101004/20/2022RECORD DRAWING0/0/0/0/0/0/0/0/0/0/0/0/0/0//202020202020202020202020200002222222222222222222222222222222222222222222040404040404044040444040444/2/2/2/2/2/2/2/2/2/2/2/2//2///000000000000444444444444222222200000000 TYPE "M"CABINETNOTE: LOCATE CONDUITS NEAR THE CENTER OF THE PEDESTAL - BETWEEN 6" AND 10" FROM THE FRONT OF THE CABINET. EXTEND CONDUIT 2" TO 4" ABOVE THE CONCRETE PEDESTAL.NOTE: LOCATE CONDUITS NEAR THE CENTER OF THE PEDESTAL - BETWEEN 4" AND 8" FROM THE FRONT OF THE CABINET. EXTEND CONDUIT 2" TO 4" ABOVE THE CONCRETE PEDESTAL.120/240 VOLTUNDERGROUND SERVICEFRONTSIDETYPICAL CABINET DIMENSIONSWIDTHHEIGHTDEPTHTYPE M 2' 6" 4' 2" 1' 5"TYPE P 3' 8" 4' 6" 2' 2"ABCCONCRETE PEDESTAL DIMENSIONSDEFTYPE M 2' 10" 3' 2" 1' 7" 2' 0" 2' 0" 3' 0"TYPE P 4' 0" 4' 4" 2' 4" 2' 9" 2' 0" 3' 0"TYPE "P" CABINET4012"2612"C4' 0"DBA6' MIN.1312"1812"EF2' 0"4"3'5' MIN.6' MAX.3" MIN.3" MIN.ANCHOR BOLT PATTERN(VERIFY BEFORE PLACING ANCHOR BOLTS)VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2022COPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\PROJECTS\0417\085 - COTTONWOOD ROAD\ACAD\SHEETS\ELECTRICAL SHEETS\ELECTRICAL HAWK SIGNAL PLANS.DWG PLOTTED BY:BEN SLAKEY ON Apr/20/2022REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsCOTTONWOOD ROAD (OAK TO BAXTER)BOZEMANMTELECTRICAL HAWK SIGNAL PLANS02/202286EL-6BRSBLFJRN04/2022RJH04/2022HAWK SIGNAL QUANTITY SUMMARYMATERIAL2-LANE RURAL TOTAL UNITFOUNDATION- CONCRETE 14.5 14.5 CYCONDUIT- PLASTIC 2 IN 1463 1463LFCONDUIT- PLASTIC 2 1/2 IN411 411 LFCONDUIT- PLASTIC 3 IN 50 50 LFPULL BOX- COMPOSITE TYPE 2 14 14 EAPULL BOX- COMPOSITE TYPE 322EACABLE- COPPER 7AWG14-600V 2197 2197 LFCABLE- COPPER 12AWG14-600V 2611 2611 LFCONDUCTOR- COPPER AWG6-600V 805 805 LFCONDUCTOR- COPPER AWG8-600V 2873 2873 LFCONDUCTOR- COPPER AWG10-600V2121 2121LFHIGH EFFICACY LUMINAIRE LED12 12EASERV ASSEMB- 40 AMP11EASERV ASSEMB- 120 AMP11EAPHOTO ELECTRIC CONTROL22EASIG- PEDESTRIAN TYPE 2 16 16 EAPEDESTRIAN HYBRID BEACON 24 24 EACONTLR/TRAF- ACTUAT TYPE 8-A22EASIG STANDARD TYPE 1-100 8 8 EASIG STANDARD TYPE 3-A-900-211EASIG STANDARD TYPE 3-A-900-322EASIG STANDARD TYPE 3-A-900-4 5 5 EAPUSH BUTTON- PEDESTRIAN- TACTILE 16 16 EABIKE/PEDESTRIAN COUNTER- TYPE 116 16 EA58" COPPERWELD GROUNDROD34" SCHED. 80 PLASTICCONDUIT 1 BARE NO. 8 AWG2" RIGID STEEL CONDUITSERVICE RATED 200 AMPMETER MAIN6" X 6" PRESSURE TREATEDWOOD POST 10" LENGTHN.E.M.A. TYPE 3R CABINET2" CONDUIT BODY2" RIGID STEEL CONDUITWIRING AS REQUIREDCONDUIT & WIRING ASREQUIREDDRAINCONCRETE PAD34" SCHEDULE 80 PLASTICCONDUIT 1 BARE AWG NO. 6CLASS GENERAL CONCRETEFOUNDATION58" COPPERWELD GROUNDRODCOMPLETELY SEAL THE BASEOF THE CABINET BY PLACINGSILICONE SEALANT BETWEENTHE CONCRETE PEDESTALAND THE BOTTOM OF THECABINETUNDERGROUND SERVICE ASSEMBLY DETAIL(DOUBLE GANGED METERS) S-1 & S-2SCALE: NOT TO SCALEPEDESTAL MOUNTINGS FOR TYPE "M" ANDTYPE "P" CONTROLLER CABINETSSCALE: NOT TO SCALE04/20/2022DRAWDSDSSSDSSSDSSDSDSDSSSDSDSSSSSSDDSSDSSSSSDSDDSDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDGAPPRECORD DRAWING040404040404044040444040444/2/2/2/2/2/2/2/2/2/2/2/2//2///0/0/0/0/0/0/0/0/0/0/0/0/0/0//202020202020202020202020200002222222222222222222222222222222 52+0053+0054+0055+0052+0053+0054+0055+00203+00204+00205+00206+00207+00208+00209+BPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPPBPB PBPB PBPBPBPBPBPBPBPBPBPBPBPBBPVERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2025COPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\0417\085 - COTTONWOOD ROAD\ACAD\SHEETS\RECORD DRAWINGS\ELECTRICAL HAWK SIGNAL PLANS.DWG PLOTTED BY:KARL SAND ON Nov/25/2025REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsCOTTONWOOD ROAD (OAK TO BAXTER)BOZEMANMTELECTRICAL HAWK SIGNAL PLANS: PLAN VIEW0417.08587EL-7BRSBLFJRN04/2022RJH04/20221 REVISED HAWK SIGNAL POLE LOCATIONS 10/31/23BEVCOTTONWOOD ROADBAXTER LANEPED LED WITHCOUNTDOWN16 REQUIREDYRR12" LED12" LED12" LED12" SYMBOLSINGLE UNITTYPE 2 PBTYPE 2 PBTYPE 2 PBTYPE 2 PBTYPE 2 PBTYPE 3 PB (STACKED)TYPE 3PB (STACKED)TYPE 2 PBTYPE 2 PBTYPE 2 PBTYPE 2 PBTYPE 2 PBPED LED W/COUNTDOWN(TYP.)POLE SCHEDULEPOLE NO. TYPE LINE STATIONOFFSET(CL POLE)TYPE POLE BASEFOUNDATION DIA.X DEPTHSIGNALMASTARMLUMINAIREMASTARMLUMINAIREHEIGHTLUMINAIRETYPE1 3A-500-2 BAXTER LN. 204+05.61 30.8 RT ANCHOR 2'6" X 8' 20' 15' 40' 160W LED2 3A-500-3 BAXTER LN. 203+93.77 35.8' LT ANCHOR 2'6" X 8' 25' 15' 40' 160W LED3 3A-500-4 HARPER PUCKETT LN. 55+18.29 43.4 LT ANCHOR 2'6" X 8' 30' 15' 40' 160W LED4 3A-500-4 HARPER PUCKETT LN. 55+28.99 41.8 RT ANCHOR 2'6" X 8' 30' 15' 40' 160W LED53A-500-3 BAXTER LN. 207+44.31 36.5 LT ANCHOR 2'6" X 8' 25'15'40' 160W LED6 3A-500-4 BAXTER LN. 207+55.75 40.8 RT ANCHOR 2'6" X 8' 30'15'40' 160W LED7 3A-500-4 COTTONWOOD RD. 51+79.91 48.8 RT ANCHOR 2'6" X 8' 30'15'40' 160W LED8 3A-500-4 COTTONWOOD RD. 51+69.11 45.6 LT ANCHOR 2'6" X 8' 30'15'40' 160W LEDPED1BAXTER LN.204+08.21 3.1 RT BREAKAWAY 2' X 3'PED2BAXTER LN.203+94.17 2.5 LT BREAKAWAY 2' X 3'PED3HARPER PUCKETT LN.55+13.06 3.2 LT BREAKAWAY 2' X 3'PED4HARPER PUCKETT LN.55+26.92 2.6 RT BREAKAWAY 2' X 3'PED5 BAXTER LN.207+35.495.5 LTBREAKAWAY 2' X 3'PED6 BAXTER LN. 207+49.53 4.1 RT BREAKAWAY 2' X 3'PED7 COTTONWOOD RD. 51+83.39 7.9 RT BREAKAWAY 2' X 3'PED8 COTTONWOOD RD. 51+69.58 7.5 LT BREAKAWAY 2' X 3'POLE NO.PEDESTRIAN PUSH BUTTONLEFT ARROW RIGHT ARROWPED 1 1 -PED 2 1 -PED 31-PED 4 1 -PED 5 1 -PED 6 1 -PED 7 1 -PED 8 1 -11 -2- 13-14- 15- 16- 17- 18- 1PED3PED2PED4PED5PED6PED7PED83456782PED1112348765SIGNAL & PEDESTRIAN INDICATIONS33344455566677788811222250HORIZ. SCALE IN FEET25 50E1E1E1E122202123SERVICE METERS S-1 & S-2SIGNAL CONTROLLERSIGNALCONTROLLER04/20/2022125'(A.B.)25'(A.B.)RECORD DRAWING0404040404040404440444440/2/2/2/2/2/2/2/2/2/2//////220/0/0/0/0/0/0/0/0/0/0/0/0/0//202020202020202020202020002002222222222222222222222222222222 52+0053+0054+0055+0056+52+0053+0054+0055+0056+204+00205+00206+00207+00208+00BPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPPBPBPBPBPBPBPBPBPBPBPBPBPPBPB PBPB PBPBPBPBPBPBPBPBPBPBPBPBVERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2023COPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\0417\085 - COTTONWOOD ROAD\ACAD\SHEETS\ELECTRICAL SHEETS\ELECTRICAL HAWK SIGNAL PLANS.DWG PLOTTED BY:BRYAN VANDERLOOS ON Oct/31/2023REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsCOTTONWOOD ROAD (OAK TO BAXTER)BOZEMANMTELECTRICAL HAWK SIGNAL PLANS: CONDUIT WIRING SCHEDULE0417.08588EL-8BRSBLFJRN04/2022RJH04/20221 REVISED HAWK SIGNAL POLE LOCATIONS 10/31/23BEVCOTTONWOOD ROADBAXTER LANECONDUIT & WIRING SCHEDULENEW 3 OF 3" PLASTIC CONDUITNEW 6 OF AWG NO. 6 CONDUCTOR (CONTROLLER)NEW 1 OF 2-1/2" PLASTIC CONDUITNEW 3 OF 12 AWG NO. 14 SIGNAL CABLENEW 4 OF 7 AWG NO. 14 SIGNAL CABLENEW 1 OF AWG NO. 10 CONDUCTOR (GROUND)NEW 1 OF 2-1/2" PLASTIC CONDUITNEW 3 OF 12 AWG NO. 14 SIGNAL CABLENEW 2 OF 7 AWG NO. 14 SIGNAL CABLENEW 1 OF AWG NO. 10 CONDUCTOR (GROUND)NEW 1 OF 3" PLASTIC CONDUITNEW 3 OF 12 AWG NO. 14 SIGNAL CABLENEW 2 OF 7 AWG NO. 14 SIGNAL CABLENEW 3 OF AWG NO. 6 CONDUCTOR (CONTROLLER)NEW 1 OF 3" PLASTIC CONDUITNEW 3 OF 12 AWG NO. 14 SIGNAL CABLENEW 2 OF 7 AWG NO. 14 SIGNAL CABLENEW 3 OF AWG NO. 6 CONDUCTOR (CONTROLLER)NEW 1 OF 2-1/2" PLASTIC CONDUITNEW 3 OF 12 AWG NO. 14 SIGNAL CABLENEW 2 OF 7 AWG NO. 14 SIGNAL CABLENEW 1 OF AWG NO. 10 CONDUCTOR (GROUND)NEW 1 OF 2" PLASTIC CONDUITNEW 2 OF 12 AWG NO. 14 SIGNAL CABLENEW 2 OF 7 AWG NO. 14 SIGNAL CABLENEW 1 OF AWG NO. 10 CONDUCTOR (GROUND)NEW 1 OF 2" PLASTIC CONDUITNEW 2 OF 12 AWG NO. 14 SIGNAL CABLENEW 1 OF AWG NO. 10 CONDUCTOR (GROUND)NEW 1 OF 2" PLASTIC CONDUITNEW 3 OF AWG NO. 6 CONDUCTOR (CONTROLLER)NEW OF 2-1/2" PLASTIC CONDUITNEW 3 OF 12 AWG NO. 14 SIGNAL CABLENEW 4 OF 7 AWG NO. 14 SIGNAL CABLENEW 1 OF AWG NO. 10 CONDUCTOR (GROUND)NEW 1 OF 2-1/2" PLASTIC CONDUITNEW 3 OF 12 AWG NO. 14 SIGNAL CABLENEW 2 OF 7 AWG NO. 14 SIGNAL CABLENEW 1 OF AWG NO. 10 CONDUCTOR (GROUND)NEW 1 OF 2" PLASTIC CONDUITNEW 2 OF 12 AWG NO. 14 SIGNAL CABLENEW 2 OF 7 AWG NO. 14 SIGNAL CABLENEW 1 OF AWG NO. 10 CONDUCTOR (GROUND)NEW 1 OF 1-1/2" PLASTIC CONDUITNEW 1 OF 12 AWG NO. 14 SIGNAL CABLENEW 2 OF 7 AWG NO. 14 SIGNAL CABLENEW 1 OF AWG NO. 10 CONDUCTOR (GROUND)NEW 1 OF 1-1/2" PLASTIC CONDUITNEW 1 OF 12 AWG NO. 14 SIGNAL CABLENEW 1 OF AWG NO. 10 CONDUCTOR (GROUND)NEW 1 OF 1-1/2" PLASTIC CONDUITNEW 1 OF 12 AWG NO. 14 SIGNAL CABLENEW 1 OF AWG NO. 10 CONDUCTOR (GROUND)NEW 1 OF 1-1/2" PLASTIC CONDUITNEW 1 OF 7 AWG NO. 14 SIGNAL CABLENEW 1 OF AWG NO. 10 CONDUCTOR (GROUND)NEW 1 OF 2" PLASTIC CONDUITNEW 2 OF AWG NO. 8 CONDUCTOR (LIGHTING)NEW 1 OF AWG NO. 10 CONDUCTOR (GROUND)NP8P1M8LKJIHGFEDC2C1CBAM1M4NNNFEP3M3DNNNNNNNM2M1M5M6M7M8P6P5P7P8CBAC1GC2IHJKLP2P1250HORIZ. SCALE IN FEET25 50NN20212322SERVICE METERS S-1 & S-2SIGNAL CONTROLLERSIGNAL CONTROLLER04/20/2022P4RECORD DRAWING040404040404044040444040444/2/2/2/2/2/2/2/2/2/2/2/2/2/2/2/2/0/0/0/0/0/0/0/0/0/0/0/0/0///2020202020202020202020202000022222222222222222222222222222222 PEDPEDPEDPEDPEDPEDPEDPEDPHBPHBPHBPHBPHBPHBPHBPHBNEWS-1S-2HARPER PUCKETTROADCTRL#1CTRL#2BAXTER LANEROUNDABOUTBAXTER LANE3222055552042552020 2022212220202287202020555520226202052255202120/240 VOLTSERVICE120/240 VOLTSERVICES-2 LUMNAIRE SERVICE WIRING DIAGRAM (DBL GANGED)TO LUMINAIRE CIRCUIT BTO LUMINAIRE CIRCUIT ATO LUMINAIRE CIRCUIT CTO LUMINAIRE CIRCUIT DTO GROUND LUG OF EACH POLETO GROUND LUG OF EACH POLE22}}2222222055520522552055E1E1E1E120212223INDICATES LUMINAIRE AND POLE NUMBER.INDICATES WATERTIGHT CONNECTOR IDENTITYNO. PER PLAN SHEET. LOCATECONNECTORS INSIDE POLE BASES OR PULL BOXES.VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2022COPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\PROJECTS\0417\085 - COTTONWOOD ROAD\ACAD\SHEETS\ELECTRICAL SHEETS\ELECTRICAL HAWK SIGNAL PLANS.DWG PLOTTED BY:BEN SLAKEY ON Apr/20/2022REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsCOTTONWOOD ROAD (OAK TO BAXTER)BOZEMANMTELECTRICAL HAWK SIGNAL PLANS0417.08589EL-9BRSBLFJRN04/2022RJH04/2022100 200501000SCALE IN FEETCOTTONWOOD ROAD68AWG NO. 8 (TYP.)PULL BOX (TYP.)(3) AWG NO. 6CONTROL SUPPLY(TYP.)AWG NO. 10(GROUND)(TYP.)AWG NO. 6AWG NO. 6N. E. M. A. TYPE 3RCABINETGROUND RODBARE AWG NO. 6LIGHTNINGARRESTORSERVICE RATED200 AMP METERMAINAWG NO. 2CIRCUIT BREAKER60 AMP, 2 POLESINGLE THROWAWG NO. 6GROUND RODSBARE AWG NO. 6AWG NO. 10GROUND (TYP.)LIGHTNINGARRESTOR(TYP.)METER BASEAWG NO. 4MAIN LUGSCOMPARTMENTMETER BASEN.E.M.A. TYPE 3RCABINETPHOTO-ELECTRICCONTROL (TYP.)AWG NO. 14CIRCUIT BREAKER40 AMP, 2 POLE,SINGLE THROW (TYP.)AUTO-OFF-MANUALSWITCH (TYP.)40 AMP RELAY4 POLESINGLE THROW (TYP.)CIRCUIT BREAKER60 AMP, 2 POLESINGLE THROWNEW UG DUALMETER 120A & 80ASERVICES04/20/2022DSDSSDSSSSDSSDSDSDSSDSDDDDDDDDDDDDDDDDDDDDDDDDDDGAPPRECORD DRAWING040404040404044040444040444/2/2/2/2/2/2/2/2/2/2/2/2//2///0/0/0/0/0/0/0/0/0/0/0/0/0/0//202020202020202020202020200002222222222222222222222222222222 WATCH FORVEHICLESFINISH CROSSINGIF STARTEDTO CROSSPUSH BUTTONTYPICAL SIGNAL MOUNTINGS114" - 7 UNC - 6" A325114" - 7 UNC - 6" A3251 12" - 6 UNC - 6" A3255" x 734" ALUMINUMSIGN, BLACK LETTERSON WHITE BACKGROUND.TYPE 2A & 3A SIGNAL STANDARDS,FOUNDATION DETAILS, ANDTYPICAL SIGNAL MOUNTINGS134 " x 84" x 6" (OVERALL - 90")134" x 84" x 6" (OVERALL - 90")134" x 84" x 6" (OVERALL - 90") *1, *2, AND *3, *1, *2, *3, AND *4 *1, *2, *3, *4, AND 5* *1, *2, *3, *4, *5, AND *6(NOT APPLICABLE TO *8, *9, AND *10)FOR *1, *2, *3, *4, *5, AND *6 FOR *7NOTE- SUPPLY REMOVABLE METALCAPS WITH EACH COUPLING EXCEPTFOR *8, *9, AND *10STANDARDMAST ARMMOUNTINGPIPE BRACKETS FOR POLE MOUNTINGTRAFFIC AND PEDESTRIAN SIGNALSELEVATOR PLUMBIZERMAST ARM MOUNTINGNOTE- USE PIPE BRACKETS TO MOUNTTRAFFIC AND PEDESTRIAN SIGNALS TO THEPOLE SHAFT UNLESS OTHERWISE SHOWN ONTHE PLANS.SIGNAL ARM SLIP JOINTSPAN55'60'12.60'LENGTHBASE SECTION END SECTIONLENGTH45.00'50.00'12.60'TABLE 1TYPE (1) LOWER SHAFTTYPE (2) LOWER SHAFTTYPE (2) LOWER SHAFTTYPE (3) LOWER SHAFTA15', 20', 25', 30'35', 40', 45'50'55', 60'18" SQ.19" SQ.19" SQ.20" SQ.B19"19"20"CDPOLE SHAFTANCHOR BOLTSE17" SQ.19" SQ.19" SQ.19" SQ.F19"20"20"20"SIGNAL ARMGH2"J2"FOUNDATIONK881213L8' 0"8' 0"12' 0"13' 0"M7' 6"7' 6"11' 6"12' 6"N2' 6"2' 6"3' 0"3' 0"TABLE 2DESIGN AREADESIGN WEIGHTDRAG COEF.(Cd)12.0 SQ.FT.135 LB.1.2NILNILNIL8.0 SQ.FT.100 LB.1.29.0 SQ.FT.105 LB.1.29.0 SQ.FT.105 LB.1.29.0 SQ.FT.105 LB.1.23.3 SQ.FT.75 LB.0.59.0 SQ.FT.210 LB.1.2MOUNTING POINTS3.0 SQ.FT.80 LB.1.24.72 SQ.FT.200 LB.1.2NOTESDESIGN STANDARDS IN ACCORDANCE WITH THE 1994 AASHTO STANDARD SPECIFICATIONS FOR STRUCTURALSUPPORTS FOR HIGHWAY SIGNS, LUMINAIRES AND TRAFFIC SIGNALS (AND ANY AMENDMENTS THERETO).USE A DESIGN WIND VELOCITY OF 90 MPH.DESIGN AREA = AREA WITH MAXIMUM WIND LOAD (WIND IS PERPENDICULAR TO STANDARD, AS SHOWN).DESIGN WEIGHT = DEAD LOAD.DESIGN ALL TYPE (1) LOWER SHAFTS FOR A = 30' AND A MOUNTING HEIGHT OF 45'.DESIGN ALL TYPE (2) LOWER SHAFTS FOR A = 50' AND A MOUNTING HEIGHT OF 45'.DESIGN ALL TYPE (3) LOWER SHAFTS FOR A = 60' AND A MOUNTING HEIGHT OF 45'.PROVIDE ANCHOR BOLTS CONFORMING TO ASTM F1554 OR EQUAL. GALVANIZE AND THREAD THE TOP END (12" MIN.).CALL OUT WELDING PROCEDURES, SYMBOLS, BASE METAL SPECIFICATIONS AND GRADES PRIOR TO FABRICATIONOR APPROVAL.GALVANIZE POLE SHAFTS, ARMS, AND ACCESSORIES PER ASTM A123.GALVANIZE HARDWARE PER ASTM A153.1"- 8 UNC - 5" A3252" x 84" x 6" (OVERALL - 90")112"TABLE 3MTG.PTS.15'20' & 25'A30', 35', 40' & 45'50', 55' & 60'LUMINAIRE ARM CONNECTIONSIGNAL ARM CONNECTIONSHAFT TO SHAFT MOUNTINGPLATES DETAILBASE DETAILTYPICAL ORIENTATION FOR PIPEBRACKET MOUNTED SIGNALSARROW TO BE LEFT OR RIGHT,OR BOTH AS REQUIRED.BACK OF CASTING SHAPED TOFIT CURVATURE OF POLE.START CROSSINGDON'T STARTDON'T CROSS2A & 3A STANDARDSTYPE 2ATYPE 3ANO SCALETYPICAL FOUNDATIONUSE GRADE 60 REINFORCING STEELPEDESTRIAN PUSH BUTTON SIGNNOTE- LUMINAIRE ARM AND SIGNALARM ARE IN THE SAME VERTICALPLANE, ON THE SAME SIDE OF THEPOLE.COUPLING DETAILNOTE- COVER PLATE DETAIL ISREQUIRED.NOTE- A HANDHOLE DETAIL ANDA NUT HOLDER DETAIL AREREQUIRED.*1SIGNAL*2EMERG. VEHICLEDETECTOR*3SIGN PANEL*4SIGNAL*5SIGNAL*6SIGNAL*7LUMINAIRE*8SIGNALS*9PED. SIGNAL*10CONTROLLER CABL3"6"6"ANCHOR BOLTPROTRUSION5" TO 712"3' 4"3"2' 0"35' 40', & 45'MOUNTINGHEIGHT19' 0"MIN.10' 0"7' 0"4' 0"2' 6"B18"D34" PLATE912"7"114"7"10"214"1"2' 6" ± 1' 6"13" SQ.34" PLATE1'- 4" LAP45° (TYP.)45° (TYP.)45° (TYP.)1412"34" PLATE1" PLATEFEHJ6"3' 0"2' 6"12' 6"A12'12'N2' 0" MIN.FIELD ASSEMBLEDTO ACHIEVE A SNUGTIGHT JOINT (MIN.OVERLAP NOT LESSTHAN 2.5 FT).C212" CLEARANCE2"612"612"212"15'15"5°112"134"134"134"134"112"112"112"134"1712"VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2022COPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\PROJECTS\0417\085 - COTTONWOOD ROAD\ACAD\SHEETS\ELECTRICAL SHEETS\ELECTRICAL DETAIL SHEETS.DWG PLOTTED BY:BEN SLAKEY ON Apr/20/2022REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsCOTTONWOOD ROAD (OAK TO BAXTER)BOZEMANMONTANAELECTRICAL DETAILS0417.08590EL-10BRSBLFJRN04/2022 RJH04/2022K OF #4 REBAR HOOPSSPACED EQUALLY AT ABOUT1' 0" CENTERS8 OF #6 REBARM LONG (TYP.)EQUALLY SPACEDCLASS GENERALCONCRETEFOUNDATIONPEDESTRIANPUSH BUTTONWHEN SPECIFIED2" BEVELCOPPER GROUNDING STRAPBETWEEN ANCHOR BOLT,CONDUIT (IF METAL) ANDBARE AWG NO.6 GROUNDWIREFACE OF CURB3" THREADED SCHEDULE 40 A53 PIPE,PROJECTING FROM SHAFT 2", WITHREMOVABLE CAP. BREAK SHARP EDGESFOR WIRE PROTECTION.*10 IS ELEVATION AT BOTTOM OFCONTROLLER CABINET (BAND MOUNTED)*9 IS ELEVATION AT BOTTOM OF PED.SIGNAL HEADS (FIELD MOUNTED)*8 IS ELEVATION AT BOTTOM OF TRAF.SIGNAL HEADS (FIELD MOUNTED)LOWER SHAFTMIN. 7 GUAGE*6SIGNAL ARMMIN. 7 GUAGE*5*4*3*2*1REMOVABLE CAPA36 PLATESLOT = ANCHOR BOLT + (TYP.)NUT HOLDERFOR GROUNDING4" x 612"HANDHOLEAND COVERLOWER SHAFTPROVIDE A REMOVABLECOVER PLATE WITH EACHPOLE SHAFT.A36 PLATEA36 PLATEA36 PLATE" PLATE TOP,BOTTOM, AND SIDESLOWER SHAFT2" SCHEDULE 40 A53 PIPE(BREAK SHARP EDGES FORWIRE PROTECTION)4" x 6"HANDHOLE AND COVERUPPER SHAFTG (TYP.)58"- 11 UNC - 212" A325 (TYP.)*7LUMINAIRE ARMMIN. 11 GAUGEUPPER SHAFTMIN. 11 GUAGEBASE SECTION WITHFIELD DRILLED HOLEFOR 58" BOLTEND SECTION WITH34" HOLE FOR 58"BOLT58" THRUBOLT14" PLATE TOP,BOTTOM AND SIDESWELD HOOK TO POLE SHAFTFOR SUPPORT OF WIRECLAMP2" SCHEDULE 40 A53 PIPE(BREAK SHARP EDGES FORWIRE PROTECTION)REMOVABLE CAP34"- 10 UNC - 3" A325 (TYP.)1" SCHEDULE 40 A53 PIPE(BREAK SHARP EDGESFOR WIRE PROTECTION)*3SIGNAL MAST ARM*234" THREADED SCHEDULE 40A53 PIPE (BREAK SHARP EDGESFOR WIRE PROTECTION)2" SCHEDULE 40 A53 PIPE(BREAK SHARP EDGES FORWIRE PROTECTION)FILLER MATERIALLUMINAIREMAST ARMTERMINAL COMPARTMENTPOLESHAFTSIGNALCURBUPPER SHAFTLOWER SHAFT*1, *4, *5, *6*704/20/2022DRAWDSDSDSSDSDSDDDDDSDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDGAPPRECORD DRAWING040404040404044040444040444/2/2/2/2/2/2/2/2/2/2/2/2//2///0/0/0/0/0/0/0/0/0/0/0/0/0/0//202020202020202020202020200002222222222222222222222222222222 PROVIDE A PLUG AND RECEPTACLE HOUSED IN WATER-RESISTANT, SYNTHETIC RUBBER CAPABLE OF BURIALIN THE GROUND OR INSTALLATION IN SUNLIGHT.THE HOUSING, CONSISTING OF 2 SECTIONS, PROVIDESA WATERTIGHT SEAL AROUND THE CABLE AND AWATERTIGHT SEAL BETWEEN THE TWO SECTIONS ATTHE POINT OF DISCONNECTION. SUPPLY EACH KIT WITHSUFFICIENT SILICONE COMPOUND TO LUBRICATE METALPARTS AND THE RUBBER HOUSINGS FOR EASY ASSEMBLY.WHERE INDICATED, CRIMP A COPPER PIN AND A COPPERRECEPTACLE TO THE CABLE. THE RECEPTACLE IS TOESTABLISH CONTACT PRESSURE WITH THE PIN THROUGHTHE USE OF A COPPER BERYLLIUM SPRING AND BEEQUIPPED WITH A DISPOSABLE MOUNTING PIN. THE PINIS TO BE CONSTRUCTED OF AT LEAST HALF-HARDMATERIAL. THE CRIMPING PORTION IS TO BE FULLYANNEALED WHILE THE REST OF THE PIN IS MAINTAINEDIN ITS ORIGINAL STATE OF HARDNESS. THE RECEPTACLEIS TO BE FULLY ANNEALED. THE PIN AND RECEPTACLEARE TO LOCK TOGETHER SO THE CONNECTION ISMAINTAINED WHEN A MINIMUM FORCE OF 20 POUNDSTENSION IS APPLIED TO THE ATTACHED CABLES.PROVIDE FUSED CONNECTOR KITS CONTAINING A PAIROF SPRING LOADED 90% CONDUCTIVITY CONTACTS FORGRIPPING A STANDARD MIDGET FERRULE TYPE FUSE.THE CONTACTS MUST BE FULLY ANNEALED ANDADAPTED TO BE CRIMPED TO THE CABLE.COPPER SPLIT BOLT -MAKE WATERTIGHT USINGSELF ADHERING MASTIC6PULL BOX - COMPOSITEMINIMUM DIMENSIONSLWDI D LI D WC LC W=======LWDI D LI D WC LC W=======LWDI D LI D WC LC W=======20"13"12"17"10"18"11"25"15"12"21"11"23"13"32"19"12"28"15"30"17"12"3"3"23"23"12"12"LIDLIDWDWCLCWIDENTITYNO.DESCRIPTIVESYMBOL &WIRE SIZES12345678910111213141516171819202188810810888888866610610666666644104410444444410 1010 10101010101010101010VARIESVARIESVARIESTYPE 21NON-FUSED NON-BREAKAWAYTYPES 5, 10, 15 & 20NON-FUSED BREAKAWAYTYPES 4, 9, 14 & 19FUSED BREAKAWAYTYPES 3, 8, 13 & 18NON-FUSED BREAKAWAYTYPES 1, 6, 11 & 16WATERTIGHT CONNECTORSTYPES 2, 7, 12 & 17FUSED BREAKAWAYTYPE 1 TYPE 2TYPE 3PULL BOX INSTALLED IN DIRTPULL BOX INSTALLED IN A SIDEWALK OR ASPHALTPULL BOX-COMPOSITE TYPE 1, 2 & 3WATERTIGHT CONNECTORSNO SCALEVERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2022COPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\PROJECTS\0417\085 - COTTONWOOD ROAD\ACAD\SHEETS\ELECTRICAL SHEETS\ELECTRICAL DETAIL SHEETS.DWG PLOTTED BY:BEN SLAKEY ON Apr/20/2022REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsCOTTONWOOD ROAD (OAK TO BAXTER)BOZEMANMONTANAELECTRICAL DETAILS0417.08591EL-11BRSBLFJRN04/2022RJH04/2022CONCRETE SIDEWALK ORASPHALTELECTRICAL BOND. NO.6 AWGCOPPER OR EQUAL IF METALCONDUITSTUB CONDUIT 4" TO 6"ABOVE BOTTOM OF PULL BOXCONDUIT IN PLACEAS REQUIRED1" CLEAN STONEDRAINAGE NO HIGHERTHAN 2" INSIDEBOTTOM OF PULL BOX1" CLEAN STONEDRAINAGE NO HIGHERTHAN 2" INSIDEBOTTOM OF PULL BOXCONDUIT IN PLACEAS REQUIREDCONCRETE PADELECTRICAL BOND. NO.6 AWGCOPPER OR EQUAL IF METALCONDUITSTUB CONDUIT 4" TO 6"ABOVE BOTTOM OF PULL BOX04/20/2022DRAWDDDDDDDDDSDSDDDDDDDDDDDGAPPRECORD DRAWING040404040404044040444040444/2/2/2/2/2/2/2/2/2/2/2/2//2///0/0/0/0/0/0/0/0/0/0/0/0/0/0//202020202020202020202020200002222222222222222222222222222222 WATCH FORVEHICLESFINISH CROSSINGIF STARTEDTO CROSSPUSH BUTTONWATCH FORVEHICLESFINISH CROSSINGIF STARTEDTO CROSSPUSH BUTTONWATCH FORVEHICLESFINISH CROSSINGIF STARTEDTO CROSSPUSH BUTTONTHREE#4 REBAR HOOPSTYPE I SIGNAL STANDARDS,FOUNDATION DETAILS &PEDESTRIAN PUSH BUTTONSABBWATCH FORVEHICLESFINISH CROSSINGIF STARTEDTO CROSSPUSH BUTTONCC3' 4"3' 4"7' 0"7' 0"10' 0"4' 0"3' 0"2"6"2' 0"3"3' 0"2' 0"2"6"2' 0"3"1' 6"2' 0"2' 0"2' 0"1' 6"1' 4" LAP1' 4" LAP212" CLEARANCE212" CLEARANCETYPE l-l40 TYPE l-l60SECTION A-AUSE GRADE 60 REINFORCING STEELSECTION B-B SECTION C-CTYPE l-80TYPE l-l20 & l-l00TYPE l-l60 & l-l40TYPICAL OF FOUNDATIONSPEDESTRIAN PUSH BUTTONARROW TO BE LEFT OR RIGHT, ORBOTH AS REQUIRED.5" x 7 " ALUMINUMSIGN, BLACKLETTERS ON WHITEBACKGROUND.BACK OF CASTING SHAPED TO FITCURVATURE OF POST. FORMOUNTING ON PEDESTRIAN PUSHBUTTON POST, FORM CASTING TOFIT TOP OF POST.TYPE l-l20TYPE l-l00START CROSSINGDON'T STARTDON'T CROSSTYPE l-80START CROSSINGDON'T STARTDON'T CROSSSTART CROSSINGDON'T STARTDON'T CROSSSTART CROSSINGDON'T STARTDON'T CROSSNO SCALEREARREARREVISED 24-APR-2017VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2022COPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\PROJECTS\0417\085 - COTTONWOOD ROAD\ACAD\SHEETS\ELECTRICAL SHEETS\ELECTRICAL DETAIL SHEETS.DWG PLOTTED BY:BEN SLAKEY ON Apr/20/2022REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsCOTTONWOOD ROAD (OAK TO BAXTER)BOZEMANMONTANAELECTRICAL DETAILS0417.08592EL-12BRSBLFJRN04/2022RJH04/2022PROTRUDE CONDUIT FROMFOUNDATION 3" MAXIMUMCLASS GENERALCONCRETEFOUNDATIONCOPPER GROUNDING STRAPBETWEEN ANCHOR BOLT, CONDUIT (IFMETAL) & NO. 6 AWG BARE GROUNDWIRE OR PIGTAIL EXTENSIONNO.6 AWG BARE GROUND WIREOR PIGTAIL EXTENSION SECUREDUNDER ANCHOR BOLT NUT.CAST BASEHANDHOLE & COVER412" O.D. GALVANIZEDSTANDARD STEEL PIPESIDE OF POLETERMINALCOMPARTMENTTERMINAL COMPARTMENT412"SLIPFITTERSIDE OF POLETERMINALCOMPARTMENTPEDESTRIAN PUSH BUTTONANCHOR BOLT CIRCLEANCHOR BOLT (4 TYPICAL)#6 REBAR (2'7" LONG)(8 TYPICAL)#4 REBAR HOOPS AT 1'0"CENTERSANCHOR BOLT CIRCLEANCHOR BOLT (4 TYPICAL)ANCHOR BOLT CIRCLEANCHOR BOLT (4 TYPICAL)CLASS GENERALCONCRETEFOUNDATIONCLASS GENERALCONCRETEFOUNDATIONTERMINAL COMPARTMENT412" SLIPFITTER412" O.D. GALVANIZEDSTANDARD STEEL PIPE412" O.D. GALVANIZEDSTANDARD STEEL PIPE412" O.D. GALVANIZEDSTANDARD STEEL PIPE412" O.D. GALVANIZEDSTANDARD STEEL PIPEPEDESTRIAN PUSH BUTTONPEDESTRIAN PUSH BUTTONCAPTERMINAL COMPARTMENT412" SLIPFITTERTERMINAL COMPARTMENT412" SLIPFITTER#6 REBAR (2'7" LONG)(8 TYPICAL)#4 REBAR HOOPS AT 1'0"CENTERS04/20/2022DRAWDSDSSSDSSDSSDSSDSSSDSDSDSDSSSSSDSSDSSSSSDSDSSDDDSDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDGGAPPRECORD DRAWING040404040404044040444040444/2/2/2/2/2/2/2/2/2/2/2/2//2///0/0/0/0/0/0/0/0/0/0/0/0/0/0//202020202020202020202020200002222222222222222222222222222222 NOTE:SIDEWALK IS WIDER AT HAWK LOCATIONS TOACCOMMODATE PEDESTRIAN RAMPS.PEDESTRIAN HYBRID BEACON (PHB) DETAILCROSS SLOPE = -2%VARIESMEDIANTRAVEL LANETRAVEL LANESHLD.0.5'SIDEWALKWATCH FORVEHICLESFINISH C R O S S I N G IF STA R T E D TO C R O S S PUSH B U T T O N WATCH F O R VEHICLESFINISH CROSSINGIF ST A RTED TO CROSSPUSH BUTTONNOTE:CONTRACTOR SHALL COORDINATE ANDPROVIDE BOLT COVER FROM THE POLEMANUFACTURER TO ENSURE THE CLEANESTLOOK POSSIBLE.BEAKAWAY BOLT COUPLING (TYP)N.T.S.2'-0"2'-0" MIN.35'MAST ARMTYPE E1 - 10 FTTYPE E2 - 6FTFINISHED GRADETYPE E1 LUMINAIRE (TYP)N.T.S.6"POLE BASE DETAIL (TYP)N.T.S.2'-6"7'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.*** ************FINISHGRADE24"SEE SITE PLANFOR CONDUITSIZE1" CHAMFERREINFORCED CONC.BASE BY E.C.BUSHCONDUITSBASE COVERPROVIDE FUSE(S) IN CKT. TOBALLAST. FUSE(S) SHALL BEBUSS TYP. BBS. FUSEHOLDERS SHALL BE BUSS"TRON" HEB WATERPROOF.SIZE OF FUSE SHALL BE ASREQUIRED BY LUMINAIREMANUFACTURER.CONNECT GROUND TOPOLE BASE W/ BOUNDRY#GB4CPROJECT ANCHOR BOLTS 3" MIN.ABOVE TOP OF BASE. PROVIDEDOUBLE NUTS FOR LEVELING UNIT(ONE ABOVE AND ONE BELOWBASE FLANGE). GROUT VOIDBETWEEN BASE FLANGE AND TOPOF CONCRETE, LEAVING DRAINHOLE. HAND FINISH.THWN CONDUCTOR AS SHOWN ONPLANS PROVIDE 1' OF COILED SLACK ONCONDUCTOR FEED THRUHANDHOLE - 4" X 6" (NOMINAL)LIGHT FIXTURE BASE SCHEDULE *****POLEHEIGHTSIZELONGSTLHORIZONTALSTL **14' - 38'DEPTH ***HEIGHT AFG7'-0"1"24" Ø(6) # 6 ****#3 AT 12" O.C.BOLT COUPLING(BREAKAWAY TYPE)HORIZONTAL TIESSEE SCHEDULELONG REINF.SEE SCHEDULEANCHORBOLTS FROMPOLE MANF.VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2022COPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\PROJECTS\0417\085 - COTTONWOOD ROAD\ACAD\SHEETS\ELECTRICAL SHEETS\ELECTRICAL DETAIL SHEETS.DWG PLOTTED BY:BEN SLAKEY ON Apr/20/2022REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsCOTTONWOOD ROAD (OAK TO BAXTER)BOZEMANMONTANAELECTRICAL DETAILS0417.08593EL-13BRSBLFJRN04/2022RJH04/2022APS PUSHBUTTONPEDESTRIAN SIGNALINDICATIONPEDESTRIAN HYBRIDBEACON (PHB)W/LOUVRED BACKPLATE &12" LED's(TYP)OHR10-23(SEE SIGNING PLANS)STD PEDESTRIAN INDICATIONAPS PUSHBUTTON1-100 PLACEDAT FIN. GRADE(SEE SHEET E-6)BREAKAWAY BOLT COUPLINGBOLT COVERBREAKAWAY BOLT COUPLING(ONE OF FOUR)SIDEWALKREINFORCED HAND HOLDAND COVERSINGLE MEMBER TYPEMASTARM04/20/2022DRADSDDDDDDDDSDDDDDDDDDDDDDDDDDDGAPRECORD DRAWING040404040404044040444040444/2/2/2/2/2/2/2/2/2/2/2/2//2///0/0/0/0/0/0/0/0/0/0/0/0/0/0//202020202020202020202020200002222222222222222222222222222222 48"EXISTING ROAD6'-0"APPLY TACK PRIOR TO PAVINGCOLD-MILLED BUTT JOINTSCALE: NOT TO SCALEPER PLAN16"SEENOTE 1LIMITS OF UNSUITABLE SUBGRADE(WIDTH VARIES)SEENOTE 1PAY LIMITS6" MINUS SUBBASE COURSETENSAR TX5 GEOGRID ONMIRAFI 160N NON-WOVENFABRIC OR APPROVED EQUALSSUBGRADE STABILIZATIONSCALE: NOT TO SCALEFLEXIBLE DELINEATOR DETAILSCALE: NOT TO SCALE2"8"1"6"2-1/4"RECESSED CAPMIRAFI 160N NON-WOVENFABRIC OR APPROVED EQUALS8" - 1-1/2" MINUS CRUSHED BASE COURSE16" - 6" MINUS SUB-BASE COURSEPAVEMENT PER PLANBASE COURSE PER PLANSUBBASE COURSE PER PLANTYPICAL ASPHALT PAVEMENT PATCHSCALE: NOT TO SCALE2" (TYP.) TYPE B ASPHALT PAVEMENT BOTTOM LIFT2" (TYP.) TYPE B ASPHALT PAVEMENT TOP LIFTCRUSHED BASE COURSE PER PLANASPHALT CONCRETEPAVEMENT PER PLANIRRIGATIION SLEEVE ROADCROSSING DETAILSCALE: NOT TO SCALE4"2'-8"1'-0"TYPNEW 4" PVCSCHEDULE 801 12" CRUSHEDBASE COURSECRUSHED BASECOURSE/SUB-BASECOURSE PER TYPICALSECTIONASPHALT PAVEMENTPER TYPICAL SECTION4"1'-6"1'-0"TYPNEW 4" PVCSCHEDULE 801 12" CRUSHEDBASE COURSE FINISHED GROUND1'-0"IRRIGATIION SLEEVE DETAILSCALE: NOT TO SCALENOTES:1. GRID & FABRIC SHALL BE PLACED 10' BEYOND THE LIMITS OF THE UNSTABLE SUBGRADE.2. MIRAFI RS380I MAY BE SUBSTITUTED FOR GEOGRID AND NON-WOVEN FABRIC.3. CONTRACTOR SHALL USE A SMOOTH BUCKET BACKHOE OR EXCAVATOR WORKING FROM THEEXISTING PAVEMENT SURFACE OR SOLID SUBGRADE. AFTER EXISTING UNSUITABLE MATERIALHAS BEEN REMOVED, PLACE GEOSYNTHETICS ACCORDING TO THE CONSTRUCTION DETAILAND IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. THEN PLACE SUB-BASECOURSE IN MINIMUM 10" AND MAXIMUM 12" LIFTS. PLACE SUB-BASE BY END DUMPINGMETHODS. RUBBER-TIRED CONSTRUCTION EQUIPMENT WILL NOT BE ALLOWED ON THE WETCLAY SUBGRADE. CRUSHED BASE AND PAVEMENT SURFACING CAN THEN BE PLACED.ADVANCE ACROSS THE GEOSYNTHETICS AND COMPACT TO A MINIMUM OF 95% OF ITSSTANDARD PROCTOR DENSITY.MIN 1'-0"NOTES:1. MAINTAIN 4 FT. PARALLEL SIDEWALKS AT INTERSECTIONS.2. EXTEND CONDUITS TO RIGHT-OF-WAY LINE.3. PROVIDE 18" OF COVER BETWEEN THE TOP OF THE CONDUIT ANDTHE INVERT OF THE DEEPEST ROADSIDE DITCH.4. SEE ROADWAY PLANS FOR CONDUIT INVERT ELEVATIONS.5. INSTALL CAPS AND LOCATE DISKS ON CONDUIT ENDS.PRIVATE UTILITY CONDUITSSCALE: NOT TO SCALE8" - 1-1/2" MINUS CRUSHED BASE COURSE16" - 6" MINUS SUB-BASE COURSE2" (TYP.) TYPE B ASPHALT PAVEMENT BOTTOM LIFT2" (TYP.) TYPE B ASPHALT PAVEMENT TOP LIFT34" MINUS CRUSHED BASE COURSEMIN 1'-0"MIN 1'-0"12" ASTM F949 PVC PIPEMIN 6"2"7"VARIESNOTES:1. INSULATION BOARD SHALL BE CLOSED CELL EXTRUDEDPOLYSTYRENE INSULATION WITH MINIMUM R- VALUE OF5.0/INCH.2. INSULATION BOARD SHALL BE CENTERED OVER THE PIPE.3. INSULATION SHALL HAVE A MINIMUM COMPRESSIVE STRENGTHOF 100 PSI.4. PLACE PIPE BEDDING MATERIAL BETWEEN THE TOP OF THEPIPE AND THE BOTTOM OF THE INSULATION BOARD.5. PLACE 6" OF PIPE BEDDING MATERIAL OVER THE INSULATIONBOARD PRIOR TO PLACING TRENCH BACKFILL.WATER MAIN INSULATION DETAILSCALE: NOT TO SCALENOTES:1. ALL 50 FLEXIBLE DELINEATORS SHALL BE YELLOW.2. FLEXIBLE DELINEATORS SHALL BE SAFE-HIT SH348GP3 OR SH348SMA OR ENGINEER APPROVED EQUAL.3. BASES FOR THE MEDIAN AND TRAFFIC CIRCLE DELINEATORS SHALL BE SAFE HIT PIN-LOCK SURFACEMOUNT BASE SHSMA-1-BL OR APPROVED EQUAL.4. BASES FOR THE CURB BULB OUT DELINEATORS SHALL BE TRAFFIC WORKS TD5500 2" SQUARE POST.POST LENGTH SHALL BE 24".6" SILVER HIGH INTENSITYFLEXIBLE PRISMATICREFLECTIVE BAND.VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2022COPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\PROJECTS\0417\085 - COTTONWOOD ROAD\ACAD\SHEETS\STANDARD DETAILS.DWG PLOTTED BY:BEN SLAKEY ON Nov/21/2022REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsCOTTONWOOD ROAD (OAK TO BAXTER)BOZEMANMONTANAMISCELLANEOUS DETAILS0417.08594DT-1DAHBEVBEV11/2022SWF11/2022###################11/21/2022DRECORD DRAWING111111111111111111111111111/2/2/2/2/2/2/2/2/2/2/2/2/2/2/2/2/1/1/1/1/1/1//1/1/1/1/1/1///202020202020202020202020200022222222222222222222222222222222 4" SOLIDWHITE STRIPEPROPOSEDLIP OF CURBPROPOSEDFACE OF CURBTBC PROPOSEDC&G6'-0"7'-0"BIKE LANESCALE: NOT TO SCALEBIKE LANE SYMBOLSCALE: NOT TO SCALE6'-0"3'-4"DIRECTIONAL ARROW FOR BIKE LANESCALE: NOT TO SCALE6'-0"2'-0"2-4" SOLID YELLOW DETAILSCALE: NOT TO SCALE4" SPACE4" SOLID YELLOW EPOXY4" SOLID YELLOW EPOXY4" SPACE4" SOLID YELLOW EPOXY4" SOLID YELLOW EPOXY25' STANDARD SPACINGTYP30°' TYP24" YELLOW EPOXYMEDIAN HATCH DETAILSCALE: NOT TO SCALE2'-0"1'-0"2'-0"3'-0"WHITE PAVEMENTMARKINGYIELD BAR DETAILSCALE: NOT TO SCALE20'-0"20'-0"20'-0"20'-0"10'-0"10'-0"15'-0"15'-0"YELLOW CURB EPOXYFIRE HYDRANTDIRECTION OF TRAVELDIRECTION OF TRAVELTYPICAL CURB MARKING DETAILSCALE: NOT TO SCALE20'-0"TYPVARIESVARIES8'-0"TYP20'-0"TYP4" WHITE EPOXY WHERE SHOWN IN PLANS8" WHITE EPOXY2-4" SOLID YELLOWWHITE EPOXY, (TYP)24" STOP BAR OR YIELD BARAS SHOWN ON PLANSTURN LANE WORD AND SYMBOLS DETAILSCALE: NOT TO SCALEVARIESDRIVEWAYAPPROACHVERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2022COPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\PROJECTS\0417\085 - COTTONWOOD ROAD\ACAD\SHEETS\STANDARD DETAILS.DWG PLOTTED BY:BEN SLAKEY ON Apr/20/2022REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsCOTTONWOOD ROAD (OAK TO BAXTER)BOZEMANMONTANAPAVEMENT MARKING DETAILS0417.08595DT-2DAHBEVBEV04/2022SWF04/2022###################04/20/2022RECORD DRAWING040404040404044040444040444/2/2/2/2/2/2/2/2/2/2/2/2//2///0/0/0/0/0/0/0/0/0/0/0/0/0/0//20202020202020202020202020000222222222222222222222222222222200 3.50'5.00'6.50'5.50'7.20'2.00'9.60'3.20'12.80'5.44'17°'30°'4.00'25.00'4.00'5.12'7.68'0.83'1.50'0.25'1.33'3.00'2.67'2.00'1.67'18.66'5.00'3.33'1.33'0.83'1.17'1.33'4.08'4.58'1.50'1.50'3.50'5.00'6.50'5.50'0.83'1.50'0.25'1.67'18.66'5.00'3.33'1.33'0.83'4.08'4.58'1.50'7.68'2.00'3.00'2.67'2.00'REVERSE CURVE ELLIPSESARE SYMMETRICAL ABOUTREVERSE CURVE ELLIPSESARE SYMMETRICAL ABOUTCENTER POINTOF ELLIPSE (TYP.)CENTER POINTOF ELLIPSE (TYP.)11.47'2.85'7.28'6.28'3.53'VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2022COPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\PROJECTS\0417\085 - COTTONWOOD ROAD\ACAD\SHEETS\STANDARD DETAILS.DWG PLOTTED BY:BEN SLAKEY ON Apr/20/2022REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsCOTTONWOOD ROAD (OAK TO BAXTER)BOZEMANMONTANAPAVEMENT MARKING DETAILS0417.08596DT-3BRSBEVBEV04/2022SWF04/2022###################TURN AND THROUGH LANE DETAILSCALE: NOT TO SCALETHROUGH LANE ARROW DETAILSCALE: NOT TO SCALELANE REDUCTION ARROW DETAILSCALE: NOT TO SCALEROUNDABOUT PAVEMENT MARKING DETAILSSCALE: NOT TO SCALELANE DIVERGENCE DETAILSCALE: NOT TO SCALENOTE:1. AREA = 38.63 SF.NOTE:1. AREA = 11.42 SF.NOTE:1. AREA = 25.99 SF.NOTE:1. AREA = 25.29 SF.NOTE:1. AREA = 23.39 SF.04/20/2022RECORD DRAWING040404040404044040444040444/2/2/2/2/2/2/2/2/2/2/2/2//2///0/0/0/0/0/0/0/0/0/0/0/0/0/0//20202020202020202020202020000222222222222222222222222222222200 8" - 1-1/2" MINUSCRUSHED BASE COURSE4:1 SLOPE3.0 %16" - 6" MINUSSUB-BASE COURSEMIRAFI 160N NON-WOVENSEPARATION FABRIC ORAPPROVED EQUAL9.08'CLASS I RIPRAP8" - 1-1/2" MINUSCRUSHED BASE COURSE4:1 SLOPE16" - 6" MINUSSUB-BASE COURSEMIRAFI 160N NON-WOVENSEPARATION FABRIC ORAPPROVED EQUALCLASS I RIPRAP9.08'3.0 %201+00202+0020310.00'10.00'10.60'10.59'56+0056+0010.00'10.84'WWWWWWWWWWWWVERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2022COPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\PROJECTS\0417\085 - COTTONWOOD ROAD\ACAD\SHEETS\STANDARD DETAILS.DWG PLOTTED BY:BEN SLAKEY ON Apr/20/2022REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsCOTTONWOOD ROAD (OAK TO BAXTER)BOZEMANMONTANASLOPE EROSION PROTECTION DETAILS0417.08597DT-4BRSBEVBEV04/2022SWF04/2022###################SLOPE EROSION PROTECTION LT- PLAN VIEWSCALE: 1" = 4'SLOPE EROSION PROTECTION RT- PLAN VIEWSCALE: 1" = 4'NOTES:1. PLACE SLOPE EROSION PROTECTION AT THE FOLLOWINGLOCATIONS LT: COTTONWOOD ROAD STA. 56+18.20 TO STA.56+28.20 AND BAXTER LANE STA. 201+ 76.59 TO STA. 201+86.59.2. PLACE SLOPE EROSION PROTECTION AT THE FOLLOWINGLOCATIONS RT: BAXTER LANE STA. 201+76.59 TO STA.201+86.59.3. MAINTAIN RIPRAP THICKNESS OF 2' THROUGH ALL RIPRAPEXTENTS.4. SEE SPECIAL PROVISIONS FOR RIPRAP GRADATIONPLAN VIEW (BAXTER LANE)SCALE: 1" = 10'PLAN VIEW (COTTONWOOD ROAD)SCALE: 1" = 10'04/20/2022RECORD DRAWING040404040404044040444040444/2/2/2/2/2/2/2/2/2/2/2/2//2///0/0/0/0/0/0/0/0/0/0/0/0/0/0//202020202020202020202020200002222222222222222222222222222222 NEW PVC SAN. SEWERMAIN (TYP.)NEW PVC SAN. SEWERTRUNK LINE (TYP.)CENTER OF MANHOLE TO BEALIGNED WITH STATIONS ANDOFFSETS GIVEN ON SAN. SEWERPLAN AND PROFILE SHEETSMANHOLE ACCESS AND STEPSALIGNED TO BE OFFSET FROMPIPES IN MANHOLE AND TOAVOID VEHICLE WHEEL PATHS.ROADWAY CENTERLINEVARIESSEEPLANSTRAFFIC LANETRAFFIC LANECENTER OF MANHOLE TO BEALIGNED WITH STATIONS ANDOFFSETS GIVEN ON SAN. SEWERPLAN AND PROFILE SHEETSMANHOLE ACCESS AND STEPSALIGNED TO BE OFFSET FROMPIPES IN MANHOLE AND TOAVOID VEHICLE WHEEL PATHS.NEW STORM DRAIN (TYP.)NEW PVC STORM DRAINLATERAL (TYP.)TRAFFIC LANETRAFFIC LANEVARIESSEEPLANSABANDON PIPES IN PLACEWITH FLOWABLE FILL ORREMOVE PER PLANGROUT PLUGPLUG PIPEENDS (TYP.)GROUT PLUGFILL WITH STABILIZED SANDOR FLOWABLE MATERIALAND COMPACT (SEE NOTE)REMOVE MANHOLE FRAME,COVER, & CONE SECTION(TYP.) OR 2' MINIMUMBACKFILL WITH TYPE CUP TO 6" BELOW GRADEBACKFILL WITH TYPE A, COMPACTEDTO 90% OF THE MAXIMUM DRYUNIT WEIGHT ACCORDING TO ASTM D 1557BASE COURSE TYPE ANDTHICKNESS PER PLAN DETAILSAW CUTBUST HOLE IN BOTTOMOF MANHOLEEXISTING GROUND6.00'0.50'(TYP.)#4 REINFORCING BARS@ 12" O.C., MAX. SPACED EQUALLYPRECAST CONCRETE,M-3000 OR C-30007.00'VARIABLE3.00' MIN.5.00'TRANSITION CURB & GUTTER TO MATCHINLET CASTING (TYPICAL ALL INLETS)TWO INLET CASTINGSNEENAH R-3067-L,EJW 7030, OR DEETER2047 L, OR D&L I-3517FRONT VIEWSCALE: NOT TO SCALE2.00'0.50'(TYP.)3.00'VARIABLETWO INLET CASTINGSNEENAH R-3067-L,EJW 7030, OR DEETER2047 L, OR D&L I-3517SIDE VIEWSCALE: NOT TO SCALE1.50'LATERAL PIPE,SEE PLANS FOR DIAMETERAND INVERT ELEVATION4" MINIMUM, 7" MAXIMUM OPENING1" MAX. OFFSET ALLOWED FORCASTING BACK PIECE ADJUSTMENT5/8" SMOOTH RODCENTERED IN OPENING(EXCEPT FOR EJW 7030)RIM: 17.71'BASE: 11.80'GAS: 13.69'12" EXST.GAS:12" A-2000NEWINV:15.36'ORIGINALSHOPDRAWING0.50'0.50'SUMPNEW CUTOUTFOR NEW 12"RCP1.36'ORIGINAL DESIGNSOLID LINESREVISED DESIGNDASHED LINES0.69'NEW 2" RINGRING: 4"RING: 4"1.89'NEW CUT - 1.89'OFF TOP OFSTRUCTURECOTTONWOOD ROAD PROJECTCB-7 INLET MODIFICATION*NOTES:1. THE RECEIVING STORM MANHOLE #7 WILL NEED TO BE CUTTO ACCEPT THE LARGER 12" RCP.2. OPTION TO MANUFACTURE A NEW INLET MANHOLEINSTEAD OF MODIFYING THE EXISTING (IF MANUFACTURINGTIME FRAMES ARE ACCEPTABLE).GROUT EXISTINGCUTOUT AREAABANDONED MANHOLE AND PIPE DETAILSCALE: NOT TO SCALETYPICAL SEWER MANHOLE ALIGNMENTSCALE: NOT TO SCALETYPCAL STORM MANHOLE ALIGNMENTSCALE: NOT TO SCALEVERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2025COPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\0417\085 - COTTONWOOD ROAD\ACAD\SHEETS\RECORD DRAWINGS\STANDARD DETAILS.DWG PLOTTED BY:KARL SAND ON Dec/09/2025REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsCOTTONWOOD ROAD (OAK TO BAXTER)BOZEMANMONTANAMANHOLE AND INLET DETAILS0417.08598DT-5BRSBEVBEV04/2022SWF04/2022###################STANDARD DOUBLE INLET DETAILSSCALE: NOT TO SCALE04/20/2022CB-7 INLET MODIFICATION DETAILSCALE: NOT TO SCALEDRY WELL DETAILSCALE: NTSD&L A-1178 FRAME WITH D&L C-1178GRATE OR ENGINEER APPROVED EQUALCONTRACTOR SHALL USE MIN 2"COMPOSITE TAPER ADJUSTMENTRINGS AND 2" MIN CONCRETEADJUSTMENT RINGS TOACHEIVE FINAL GRADE. CONCRETEADJUSTMENT RINGS TO BE SET INMASTIC. TOTAL ADJUSTMENTRINGS SHALL NOT EXCEED 12".PRECAST ECCENTRICCONE (ASTM C478)NON-WOVENSEPARATIONFABRIC 4-5 OZ3" - 8" CLEANDRAIN ROCK3" - 8" WASHEDDRAIN ROCK2' MIN.4' - 0"4' - 0"24"4' - 0"2' MIN.NOTES:1. USE NATIVE MATERIAL COMPACTED TO 95% AASHTO T-99.2. OVER EXCAVATE WHERE REQUIRED TO ENSURE BOTTOM OF EXCAVATION IS A MIN. 2' INTO GRAVELLY SOIL.3. NO GRADE RING TO BE OFFSET MORE THAN 2" AND TOTAL OFFSET NOT TO EXCEED WALL THICKNESS OF CONE.4. GRADE RINGS SHALL BE 2" THICKNESS MAXIMUM.5. NO WEDGES ALLOWED BETWEEN GRADE RINGS AND FRAME MUST BE SET FLUSH WITH TOP GRADE RING.RECORD DRAWING0404040404040404440444440/2/2/2/2/2/2/2/2/2/2//////220/0/0/0/0/0/0/0/0/0/0/0/0/0//202020202020202020202020002002222222222222222222222222222222 1.0'MOUNTABLE CURB6" CONCRETE MEDIAN CAP6" 1-1/2" CRUSHED BASE COURSECOB STD SPILL CURB & GUTTERCOB STD SPILL CURB & GUTTER#10 X 1.0' LONGDEFORMED EPOXY COATEDDOWELS SPACED AT 1.0' CENTERS9" P.C.C.P.4.5"TOP BACK OF CURBSEE ISOLATION JOINT DETAILASPHALT PAVEMENTSECTION. SEE TYPICALSECTIONSDEPRESSED 18" TO 14"FROM TOP SURFACEJOINT SEALANT MATERIALISOLATIONJOINTFILLERP.C.C.P.DRAINAGE OR LIGHTING STRUCTURE,EXIST. PAVEMENT OR SIDEWALKLUBRICATED EPOXY COATEDDOWEL BAR - 112" DIAM. X 18"LONG ON 12" CENTERSSAWED JOINT CENTERED OVER MIDPOINTOF BAR, SEE DETAIL A THIS SHEET14" DRILLED HOLESAWED GROOVE, WIDTH 18" MIN.,1/4'" MAX., DEPTH 158" MIN.LUBRICATED EPOXY COATEDDOWEL BAR - 112" DIAM. X 18"LONG ON 12" CENTERSJOINT SEALANT MATERIAL9"18"9"4.5"VARIES9"12"12"9"18"9"9"4.5"4.5"NOTES:1. SEE SHEET DT-7 FOR LAYOUT ANDLOCATIONS OF CONCRETE JOINTS2. TRANSVERSE CONSTRUCTION JOINTS TOBE USED AS NEEDED WHERE TRANSVERSECONTRACTION JOINTS ARE NOT FEASIBLE6"x6" GALVANIZEDMESH REINFORCEMENT PANELCIRCULAR FRAMEUSUAL JOINTTRACKPAVEMENTJOINT (TYP.)ISOLATIONJOINT (TYP.)PAVEMENTJOINT (TYP.)PAVEMENTJOINT (TYP.)PAVEMENTJOINT (TYP.)ISOLATIONJOINT (TYP.)1'1'1'1'LESS THAN3'3'OR MORE3'OR MORE9" P.C.C.P.#10 X 24" LONGDEFORMED EPOXY COATEDTIE BARS SPACED AT 1.0' CENTERS4.5"NOTES:1. JOINT SEALER MATERIAL SHALL BE CRAFCO ROADSAVER 522 OR ENGINEER APPROVED EQUAL2. EXPANSION JOINT FILLER SHALL BE W.R. MEADOWS SEAL TIGHT OR ENGINEER APPROVED EQUAL3. UNLESS OTHERWISE STATED, MINIMUM SAWED JOINT DEPTH SHALL EQUAL P.C.C.P. DEPTHS.FINISHED SURFACEJOINT SEALANT MATERIALFINISHED SURFACEJOINT SEALANT MATERIALEXPANSION JOINTFILLER1/2" WIDERESERVOIR1/8" MIN. 1/4" MAX.WIDE RESERVOIRASREQUIREDDEPTH FROM FINISHEDSURFACE = 1/4" MIN. 3/4" MAX.DEPTH FROM FINISHEDSURFACE = 1/4" MIN.FULLDEPTHP.C.C.P.NEW DEFORMED TIE BAR ~#10 X 24" EPOXY COATEDREINFORCING BARSAWED GROOVE ~ WIDTH18" MIN., 14" MAX. OVERMIDPOINT OF BARNEW EPOXY COATED DOWELBAR ~ 112" DIAM. X 18"SAWED GROOVE ~ WIDTH18" MIN., 14" MAX. OVERMIDPOINT OF BARDRILL134" MIN. TO 2" MAX. DIAM.X 9" LONG HOLE IN EXISTINGP.C.C.P. FOR NEW DOWEL BAR(TYP.) GROUT OR EPOXY INPLACE.12 CONCRETEPAVEMENT DEPTH12 CONCRETEPAVEMENT DEPTHNEW P.C.C.P.EXISTING P.C.C.P./CURB & GUTTER12"EXISTING P.C.C.P.NEW P.C.C.P.9"12" EXPANSIONJOINT MATERIAL12" EXPANSIONJOINT MATERIALNOTES:1. INSTALL TIE BARS ALONG LONDITUDINAL JOINTS BETWEENPANEL REPLACEMENT AND EXISTING P.C.C.P. TIE BARS ARE NOTINSTALLED BETWEEN P.C.C.P. PAVEMENT.2. PLACE NEW DOWEL BARS BETWEEN EXISTING DOWEL BARS. DONOT PLACE ANY DOWEL BARS CLOSER THAN 1' FROM EDGE OFCONCRETE PANEL.DRILL134" MIN. TO 2" MAX. DIAM.X 12" LONG HOLE IN EXISTINGP.C.C.P. FOR NEW DOWEL BAR(TYP.) GROUT OR EPOXY INPLACE.4.5"XXXXXXXVERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2022COPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\PROJECTS\0417\085 - COTTONWOOD ROAD\ACAD\SHEETS\STANDARD DETAILS.DWG PLOTTED BY:BEN SLAKEY ON Nov/22/2022REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsCOTTONWOOD ROAD (OAK TO BAXTER)BOZEMANMONTANACONCRETE DETAILS0417.08599DT-6BRSBEVBEV11/2022SWF11/2022###################CONCRETE MEDIAN CAP DETAILSCALE: NOT TO SCALEDETAIL BTRANSVERSE CONSTRUCTION JOINTDRILL HOLEDETAIL ATRANSVERSE CONTRACTION JOINTISOLATION JOINTMOUNTABLE CURB DETAILSCALE: NOT TO SCALECONDITION GCONDITION HCONDITION ICONDITION J9" SPILL CURB DETAILSCALE: NOT TO SCALE11/22/2022SECTION A-ASECTION B-B11.3711.3711.3713.6813.6813.68AABBNOTE: IF CONSTRUCTION JOINTS ARE UTILIZED, SEE DETAIL ONTHIS SHEET FOR BAR PLACEMENT WITH EXISTING P.C.C.P.PLAN VIEWCONSTRUCTION JOINT DETAILSSCALE: NOT TO SCALE9" SPILL CURB & GUTTERMOUNTABLE CURBDRECORD DRAWING111111111111111111111111111/2/2/2/2/2/2/2/2/2/2/2/2/2/2/2/2/2/2/2/2/2/2/2/2/2/2/2/2/2///202020202020202020202020200022222222222222222222222222222222 53+0054+00XXXXXXXXXXXX X X X X X XXXXXXXXXXX11.3711.3711.3711.3711.3711.3711.3711.3711.3711.3711.3711.3711.3711.3711.3711.3711.3711.3711.3711.3711.37 1 1 . 3 7 11 . 3 7 11. 3 7 11.37 11.37 11.37 11.37 11.37 11.37 11.3711.3711.3711.3713.6813.6813.6813.6813.6813.6813.6813.6813.6813.6813.6813.6813.6813.6813.6813.6813.6813.6813.6813.6813.68 1 3 . 6 8 13 . 6 8 13. 6 8 13.68 13.68 13.68 13.68 13.68 13.68 13.6813.6813.6813.68WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWGV===[]======[]======[]======[]======[]======[]======[]======[]======[]===VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2022COPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\PROJECTS\0417\085 - COTTONWOOD ROAD\ACAD\SHEETS\STANDARD DETAILS.DWG PLOTTED BY:BEN SLAKEY ON Apr/20/2022REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsCOTTONWOOD ROAD (OAK TO BAXTER)BOZEMANMONTANATRUCK APRON CONCRETE JOINT LAYOUT DETAIL0417.085100DT-7BRSBEVBEV04/2022SWF04/2022###################LEGENDCURB AND GUTTER JOINTTRANSVERSE JOINTMOUNTABLE CURB JOINTXGENERAL NOTES1. SEE SHEET DT-7 FOR CONCRETEJOINT DETAILS04/20/2022RECORD DRAWING040404040404044040444040444/2/2/2/2/2/2/2/2/2/2/2/2//2///0/0/0/0/0/0/0/0/0/0/0/0/0/0//20202020202020202020202020000222222222222222222222222222222200 29+00.004730.004740.004750.004760.004730.004740.004750.004760.000.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.000.00-10.00-20.00-30.00-40.00-50.00-60.00-70.00-80.0029+50.004730.004740.004750.004760.004730.004740.004750.004760.000.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.000.00-10.00-20.00-30.00-40.00-50.00-60.00-70.00-80.0028+90.004730.004740.004750.004760.004730.004740.004750.004760.000.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.000.00-10.00-20.00-30.00-40.00-50.00-60.00-70.00-80.00OFFSET = -75.72ELEV = 4739.04OFFSET = 68.06ELEV = 4740.29OFFSET = -66.50ELEV = 4740.28OFFSET = 70.19ELEV = 4739.71OFFSET = -75.16ELEV = 4738.43OFFSET = 73.47ELEV = 4738.631.41' RT, 4745.52 TBC32.76' RT, 4744.57 TBC1.41' LT, 4745.52 TBC33.45' LT, 4744.55 TBC-3.00%-3.00%1.58' RT, 4745.34 TBC32.28' RT, 4744.42 TBC1.88' LT, 4745.34 TBC32.35' LT, 4744.41 TBC-28.29%1.63%-3.00%-3.00%1.40%-25.06%3.17' RT, 4744.45 TBC4.15' LT, 4744.42 TBC-25.00%1.50%1.50%-3.00%-3.00%1.50%1.50%-25.00%50.04' LT, 4744.8439.79' LT, 4744.6650.13' RT, 4744.8239.14' RT, 4744.6648.54' LT, 4744.6638.42' LT, 4744.5049.54' LT, 4744.6851.05' LT, 4744.8639.34' RT, 4744.5250.36' RT, 4744.6849.36' RT, 4744.6653.19' RT, 4743.7052.19' RT, 4743.6942.19' RT, 4743.5454.19' LT, 4743.6753.19' LT, 4743.6647.19' LT, 4743.571.40%1.46%-25.28%49.13' RT, 4744.811.73%1.73%-23.59%ORIGINAL ELEV. = 4741.41DESIGN ELEV. = 4745.52ORIGINAL ELEV. = 4737.94DESIGN ELEV. = 4745.34ORIGINAL ELEV. = 4740.17DESIGN ELEV. = 4744.43VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2022COPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\0417\085 - COTTONWOOD ROAD\ACAD\CIVIL\WORKSHEET\0417085_ROAD-WRKSHT.DWG PLOTTED BY:BRYAN VANDERLOOS ON Apr/20/2022REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsCOTTONWOOD ROAD (OAK TO BAXTER)BOZEMANMTCOTTONWOOD ROAD CROSS SECTIONS: STA 28+90.00 - 29+50.000417.085101XS-1BEVBEVJRN04/2022SWF04/2022#################10 205100SCALE IN FEETGENERAL NOTES1. CROSS SECTIONS PROVIDED ATDRIVEWAY LOCATIONS DISPLAYTYPICAL SECTION OF CURB &GUTTER, BOULEVARD, ANDSIDEWALKS FROM TBC TODAYLIGHT. CONTRACTOR SHALLCONSTRUCT TRANSITIONS FORDRIVEWAY APRONS PER COB STD.DWG.'S 02529-11 AND 02529-12.2. SEE GRADING DETAIL SHEET GR-1FOR SPECIFIC PLAN GRADES FROMSTATION 28+63.50 - 28+90.00.04/20/2022RECORD DRAWING040404040404040404404044444/2/2/2/2/2/2/2/2/2/2//2/2////20/0/0/0/0/0/0/0/0/0/0/0/0/0//2020202020202020020202020200022222222222222222222222222222220 30+00.004730.004740.004750.004760.004730.004740.004750.004760.000.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.000.00-10.00-20.00-30.00-40.00-50.00-60.00-70.00-80.0031+00.004730.004740.004750.004760.004730.004740.004750.004760.000.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.000.00-10.00-20.00-30.00-40.00-50.00-60.00-70.00-80.0030+50.004730.004740.004750.004760.004730.004740.004750.004760.000.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.000.00-10.00-20.00-30.00-40.00-50.00-60.00-70.00-80.00OFFSET = -76.33ELEV = 4737.70OFFSET = 74.50ELEV = 4738.05OFFSET = -77.15ELEV = 4736.99OFFSET = 74.34ELEV = 4737.65OFFSET = -77.15ELEV = 4736.40OFFSET = 73.98ELEV = 4737.2039.08' LT, 4742.51 TBC49.08' LT,4742.66 SW55.08' LT,4742.75 SW56.08' LT, 4742.7738.56' RT, 4742.53 TBC44.57' RT,4742.62 SW54.57' RT,4742.77 SW55.57' RT, 4742.785.53' RT, 4743.53 TBC6.06' LT, 4743.51 TBC-25.00%1.50%1.50%-3.00%-0.14%-3.00%1.50%1.50%-25.00%40.62' LT, 4741.61 TBC50.62' LT,4741.76 SW56.62' LT,4741.85 SW57.62' LT, 4741.8740.45' RT, 4741.62 TBC46.46' RT,4741.71 SW56.46' RT,4741.86 SW57.46' RT, 4741.877.43' RT, 4742.62 TBC7.61' LT, 4742.61 TBC-25.00%1.50%1.50%-3.00%-0.04%0.04%-3.00%-3.00%1.50%1.50%-25.00%41.80' LT, 4740.73 TBC51.80' LT,4740.88 SW57.80' LT,4740.97 SW58.80' LT, 4740.9841.85' RT, 4740.73 TBC47.86' RT,4740.82 SW57.86' RT,4740.97 SW58.86' RT, 4740.988.85' RT, 4741.73 TBC8.79' LT, 4741.73 TBC-25.00%1.50%1.50%-3.00%0.01%-0.01%-3.00%1.50%1.50%-25.00%ORIGINAL ELEV. = 4738.24DESIGN ELEV. = 4743.52ORIGINAL ELEV. = 4737.62DESIGN ELEV. = 4742.62ORIGINAL ELEV. = 4737.13DESIGN ELEV. = 4741.73VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2022COPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\0417\085 - COTTONWOOD ROAD\ACAD\CIVIL\WORKSHEET\0417085_ROAD-WRKSHT.DWG PLOTTED BY:BRYAN VANDERLOOS ON Apr/20/2022REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsCOTTONWOOD ROAD (OAK TO BAXTER)BOZEMANMTCOTTONWOOD ROAD CROSS SECTIONS: STA 30+00.00 - 31+00.000417.085102XS-2BEVBEVJRN04/2022SWF04/2022#################10 205100SCALE IN FEETGENERAL NOTES1. CROSS SECTIONS PROVIDED ATDRIVEWAY LOCATIONS DISPLAYTYPICAL SECTION OF CURB &GUTTER, BOULEVARD, ANDSIDEWALKS FROM TBC TODAYLIGHT. CONTRACTOR SHALLCONSTRUCT TRANSITIONS FORDRIVEWAY APRONS PER COB STD.DWG.'S 02529-11 AND 02529-12.04/20/2022RECORD DRAWING040404040404040404404044444/2/2/2/2/2/2/2/2/2/2//2/2////20/0/0/0/0/0/0/0/0/0/0/0/0/0//2020202020202020020202020200022222222222222222222222222222220 31+50.004730.004740.004750.004760.004730.004740.004750.004760.000.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.000.00-10.00-20.00-30.00-40.00-50.00-60.00-70.00-80.0031+90.304730.004740.004750.004760.004730.004740.004750.004760.000.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.000.00-10.00-20.00-30.00-40.00-50.00-60.00-70.00-80.0032+00.004730.004740.004750.004760.004730.004740.004750.004760.000.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.000.00-10.00-20.00-30.00-40.00-50.00-60.00-70.00-80.00OFFSET = -76.62ELEV = 4735.86OFFSET = 73.98ELEV = 4736.55OFFSET = -75.63ELEV = 4735.51OFFSET = 73.07ELEV = 4736.14OFFSET = -75.17ELEV = 4735.46OFFSET = 71.68ELEV = 4736.3342.61' LT, 4739.85 TBC52.61' LT,4740.00 SW58.61' LT,4740.09 SW59.61' LT, 4740.1142.77' RT, 4739.85 TBC48.77' RT,4739.94 SW58.77' RT,4740.09 SW59.77' RT, 4740.109.77' RT, 4740.85 TBC9.61' LT, 4740.85 TBC-25.00%1.50%1.50%-3.00%0.02%-0.02%-3.00%1.50%1.50%-25.00%43.00' LT, 4739.16 TBC53.00' LT,4739.31 SW59.00' LT,4739.40 SW60.00' LT, 4739.4143.00' RT, 4739.16 TBC49.00' RT,4739.25 SW59.00' RT,4739.40 SW60.00' RT, 4739.4110.00' RT, 4740.16 TBC10.00' LT, 4740.16 TBC-25.00%1.50%1.50%-3.00%0.00%-0.00%-3.00%1.50%1.50%-25.00%43.00' LT, 4738.99 TBC53.00' LT,4739.14 SW59.00' LT,4739.23 SW60.00' LT, 4739.2543.00' RT, 4738.99 TBC49.00' RT,4739.08 SW59.00' RT,4739.23 SW60.00' RT, 4739.2510.00' RT, 4739.99 TBC10.00' LT, 4739.99 TBC-25.00%1.50%1.50%-3.00%0.00%-0.00%-3.00%1.50%1.50%-25.00%ORIGINAL ELEV. = 4736.51DESIGN ELEV. = 4740.85ORIGINAL ELEV. = 4736.12DESIGN ELEV. = 4740.16ORIGINAL ELEV. = 4735.99DESIGN ELEV. = 4739.99VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2022COPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\0417\085 - COTTONWOOD ROAD\ACAD\CIVIL\WORKSHEET\0417085_ROAD-WRKSHT.DWG PLOTTED BY:BRYAN VANDERLOOS ON Apr/20/2022REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsCOTTONWOOD ROAD (OAK TO BAXTER)BOZEMANMTCOTTONWOOD ROAD CROSS SECTIONS: STA 31+50.00 - 32+00.000417.085103XS-3BEVBEVJRN04/2022SWF04/2022#################10 205100SCALE IN FEETGENERAL NOTES1. CROSS SECTIONS PROVIDED ATDRIVEWAY LOCATIONS DISPLAYTYPICAL SECTION OF CURB &GUTTER, BOULEVARD, ANDSIDEWALKS FROM TBC TODAYLIGHT. CONTRACTOR SHALLCONSTRUCT TRANSITIONS FORDRIVEWAY APRONS PER COB STD.DWG.'S 02529-11 AND 02529-12.04/20/2022DRECORD DRAWING040404040404040404404044444/2/2/2/2/2/2/2/2/2/2//2/2////20/0/0/0/0/0/0/0/0/0/0/0/0/0//2020202020202020020202020200022222222222222222222222222222220 33+50.004730.004740.004750.004760.004730.004740.004750.004760.000.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.000.00-10.00-20.00-30.00-40.00-50.00-60.00-70.00-80.0032+50.004730.004740.004750.004760.004730.004740.004750.004760.000.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.000.00-10.00-20.00-30.00-40.00-50.00-60.00-70.00-80.0033+00.004730.004740.004750.004760.004730.004740.004750.004760.000.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.000.00-10.00-20.00-30.00-40.00-50.00-60.00-70.00-80.00OFFSET = -74.36ELEV = 4734.81OFFSET = 66.95ELEV = 4736.66OFFSET = -73.95ELEV = 4734.06OFFSET = 63.50ELEV = 4736.68OFFSET = -73.55ELEV = 4733.47OFFSET = 60.94ELEV = 4736.6343.00' LT, 4738.14 TBC53.00' LT,4738.29 SW59.00' LT,4738.38 SW60.00' LT, 4738.4043.00' RT, 4738.14 TBC49.00' RT,4738.23 SW59.00' RT,4738.38 SW60.00' RT, 4738.4010.00' RT, 4739.14 TBC10.00' LT, 4739.14 TBC-25.00%1.50%1.50%-3.00%0.00%-0.00%-3.00%1.50%1.50%-25.00%43.00' LT, 4737.30 TBC53.00' LT,4737.45 SW59.00' LT,4737.54 SW60.00' LT, 4737.5543.00' RT, 4737.30 TBC49.00' RT,4737.39 SW59.00' RT,4737.54 SW60.00' RT, 4737.5510.00' RT, 4738.30 TBC10.00' LT, 4738.30 TBC-25.00%1.50%1.50%-3.00%0.00%-0.00%-3.00%1.50%1.50%43.00' LT, 4736.61 TBC53.00' LT,4736.76 SW59.00' LT,4736.85 SW60.00' LT, 4736.8643.00' RT, 4736.61 TBC49.00' RT,4736.70 SW59.00' RT,4736.85 SW60.00' RT, 4736.8610.00' RT, 4737.60 TBC10.00' LT, 4737.60 TBC-25.00%1.50%1.50%-3.00%0.00%-0.00%-3.00%1.50%1.50%ORIGINAL ELEV. = 4735.69DESIGN ELEV. = 4739.14ORIGINAL ELEV. = 4735.50DESIGN ELEV. = 4738.30ORIGINAL ELEV. = 4735.58DESIGN ELEV. = 4737.60VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2022COPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\0417\085 - COTTONWOOD ROAD\ACAD\CIVIL\WORKSHEET\0417085_ROAD-WRKSHT.DWG PLOTTED BY:BRYAN VANDERLOOS ON Apr/20/2022REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsCOTTONWOOD ROAD (OAK TO BAXTER)BOZEMANMTCOTTONWOOD ROAD CROSS SECTIONS: STA 32+50.00 - 33+50.000417.085104XS-4BEVBEVJRN04/2022SWF04/2022#################10 205100SCALE IN FEETGENERAL NOTES1. CROSS SECTIONS PROVIDED ATDRIVEWAY LOCATIONS DISPLAYTYPICAL SECTION OF CURB &GUTTER, BOULEVARD, ANDSIDEWALKS FROM TBC TODAYLIGHT. CONTRACTOR SHALLCONSTRUCT TRANSITIONS FORDRIVEWAY APRONS PER COB STD.DWG.'S 02529-11 AND 02529-12.04/20/2022RECORD DRAWING040404040404040404404044444/2/2/2/2/2/2/2/2/2/2//2/2////20/0/0/0/0/0/0/0/0/0/0/0/0/0//2020202020202020020202020200022222222222222222222222222222220 34+00.004720.004730.004740.004750.004720.004730.004740.004750.000.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.000.00-10.00-20.00-30.00-40.00-50.00-60.00-70.00-80.0034+40.644720.004730.004740.004750.004720.004730.004740.004750.000.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.000.00-10.00-20.00-30.00-40.00-50.00-60.00-70.00-80.0035+26.004720.004730.004740.004750.004720.004730.004740.004750.000.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.000.00-10.00-20.00-30.00-40.00-50.00-60.00-70.00-80.00OFFSET = -70.80ELEV = 4733.70OFFSET = 60.21ELEV = 4736.50OFFSET = -70.58ELEV = 4733.50OFFSET = 60.70ELEV = 4736.32OFFSET = -67.24ELEV = 4733.81OFFSET = 60.85ELEV = 4736.0543.00' LT, 4736.14 TBC53.00' LT,4736.29 SW59.00' LT,4736.38 SW60.00' LT, 4736.4043.00' RT, 4736.14 TBC49.00' RT,4736.23 SW59.00' RT,4736.38 SW60.00' RT, 4736.4010.00' RT, 4737.14 TBC10.00' LT, 4737.14 TBC-25.00%1.50%1.50%-3.00%0.00%-0.00%-3.00%1.50%1.50%-25.00%1.50%1.50%-3.00%0.00%-0.00%-3.00%1.50%1.50%43.00' LT, 4735.89 TBC53.00' LT,4736.04 SW59.00' LT,4736.13 SW60.00' LT, 4736.1443.00' RT, 4735.89 TBC49.00' RT,4735.98 SW59.00' RT,4736.13 SW60.00' RT, 4736.1410.00' RT, 4736.89 TBC10.00' LT, 4736.89 TBC-25.00%1.50%-3.00%-3.00%0.00%-0.00%-3.00%-3.00%1.50%43.00' LT, 4735.37 TBC53.00' LT,4735.52 SW59.00' LT,4735.61 SW60.00' LT, 4735.6243.00' RT, 4735.37 TBC49.00' RT,4735.46 SW59.00' RT,4735.61 SW60.00' RT, 4735.6210.00' RT, 4736.37 TBC10.00' LT, 4736.37 TBCORIGINAL ELEV. = 4735.50DESIGN ELEV. = 4737.14ORIGINAL ELEV. = 4735.37DESIGN ELEV. = 4736.89ORIGINAL ELEV. = 4735.29DESIGN ELEV. = 4736.37VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2022COPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\0417\085 - COTTONWOOD ROAD\ACAD\CIVIL\WORKSHEET\0417085_ROAD-WRKSHT.DWG PLOTTED BY:BRYAN VANDERLOOS ON Apr/20/2022REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsCOTTONWOOD ROAD (OAK TO BAXTER)BOZEMANMTCOTTONWOOD ROAD CROSS SECTIONS: STA 34+00.00 - 35+26.000417.085105XS-5BEVBEV JRN04/2022SWF04/2022#################10 205100SCALE IN FEETGENERAL NOTES1. CROSS SECTIONS PROVIDED ATDRIVEWAY LOCATIONS DISPLAYTYPICAL SECTION OF CURB &GUTTER, BOULEVARD, ANDSIDEWALKS FROM TBC TODAYLIGHT. CONTRACTOR SHALLCONSTRUCT TRANSITIONS FORDRIVEWAY APRONS PER COB STD.DWG.'S 02529-11 AND 02529-12.2. SEE GRADING DETAIL SHEET GR-2FOR SPECIFIC PLAN GRADES FROMSTATION 34+40.64 - 35+26.00.04/20/2022RECORD DRAWING040404040404040404404044444/2/2/2/2/2/2/2/2/2/2//2/2////20/0/0/0/0/0/0/0/0/0/0/0/0/0//2020202020202020020202020200022222222222222222222222222222220 36+50.004720.004730.004740.004750.004720.004730.004740.004750.000.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.000.00-10.00-20.00-30.00-40.00-50.00-60.00-70.00-80.0035+50.004720.004730.004740.004750.004720.004730.004740.004750.000.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.000.00-10.00-20.00-30.00-40.00-50.00-60.00-70.00-80.0036+00.004720.004730.004740.004750.004720.004730.004740.004750.000.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.000.00-10.00-20.00-30.00-40.00-50.00-60.00-70.00-80.00OFFSET = -66.56ELEV = 4733.84OFFSET = 60.75ELEV = 4735.85OFFSET = -64.77ELEV = 4733.98OFFSET = 60.71ELEV = 4735.53OFFSET = -64.67ELEV = 4733.70OFFSET = 61.05ELEV = 4735.3943.00' LT, 4735.22 TBC53.00' LT,4735.37 SW59.00' LT,4735.46 SW60.00' LT, 4735.4843.00' RT, 4735.22 TBC49.00' RT,4735.31 SW59.00' RT,4735.46 SW60.00' RT, 4735.4810.00' RT, 4736.22 TBC10.00' LT, 4736.22 TBC-25.00%1.50%1.50%-3.00%0.00%-0.00%-3.00%1.50%1.50%43.00' LT, 4734.92 TBC53.00' LT,4735.07 SW59.00' LT,4735.16 SW60.00' LT, 4735.1743.00' RT, 4734.92 TBC49.00' RT,4735.01 SW59.00' RT,4735.16 SW60.00' RT, 4735.177.58' RT, 4735.99 TBC10.00' LT, 4735.92 TBC1.50%1.50%-3.00%-0.41%0.41%-3.00%1.50%1.50%43.00' LT, 4734.61 TBC53.00' LT,4734.76 SW59.00' LT,4734.85 SW60.00' LT, 4734.8743.00' RT, 4734.61 TBC49.00' RT,4734.70 SW59.00' RT,4734.85 SW60.00' RT, 4734.873.13' RT, 4735.82 TBC10.00' LT, 4735.61 TBC1.50%1.50%-3.00%-1.56%-3.00%1.50%1.50%ORIGINAL ELEV. = 4735.34DESIGN ELEV. = 4736.22ORIGINAL ELEV. = 4735.29DESIGN ELEV. = 4735.96ORIGINAL ELEV. = 4735.08DESIGN ELEV. = 4735.77VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2022COPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\0417\085 - COTTONWOOD ROAD\ACAD\CIVIL\WORKSHEET\0417085_ROAD-WRKSHT.DWG PLOTTED BY:BRYAN VANDERLOOS ON Apr/20/2022REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsCOTTONWOOD ROAD (OAK TO BAXTER)BOZEMANMTCOTTONWOOD ROAD CROSS SECTIONS: STA 35+50.00 - 36+50.000417.085106XS-6BEVBEVJRN04/2022SWF04/2022#################10 205100SCALE IN FEETGENERAL NOTES1. CROSS SECTIONS PROVIDED ATDRIVEWAY LOCATIONS DISPLAYTYPICAL SECTION OF CURB &GUTTER, BOULEVARD, ANDSIDEWALKS FROM TBC TODAYLIGHT. CONTRACTOR SHALLCONSTRUCT TRANSITIONS FORDRIVEWAY APRONS PER COB STD.DWG.'S 02529-11 AND 02529-12.04/20/2022RECORD DRAWING040404040404040404404044444/2/2/2/2/2/2/2/2/2/2//2/2////20/0/0/0/0/0/0/0/0/0/0/0/0/0//2020202020202020020202020200022222222222222222222222222222220 37+24.874720.004730.004740.004750.004720.004730.004740.004750.000.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.000.00-10.00-20.00-30.00-40.00-50.00-60.00-70.00-80.0037+50.004720.004730.004740.004750.004720.004730.004740.004750.000.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.000.00-10.00-20.00-30.00-40.00-50.00-60.00-70.00-80.0037+00.004720.004730.004740.004750.004720.004730.004740.004750.000.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.000.00-10.00-20.00-30.00-40.00-50.00-60.00-70.00-80.00OFFSET = -64.62ELEV = 4733.10OFFSET = 60.27ELEV = 4734.19OFFSET = -64.68ELEV = 4733.24OFFSET = 60.10ELEV = 4734.46OFFSET = -64.79ELEV = 4733.36OFFSET = 60.36ELEV = 4734.7443.00' LT, 4734.00 TBC53.00' LT,4734.15 SW59.00' LT,4734.24 SW60.00' LT, 4734.2643.00' RT, 4734.00 TBC49.00' RT,4734.09 SW59.00' RT,4734.24 SW60.00' RT, 4734.265.76' LT, 4735.47 TBC10.00' LT, 4735.00 TBC1.50%1.50%-3.00%-3.00%1.50%1.50%1.50%1.50%-3.00%-3.90%-3.00%1.50%1.50%43.00' LT, 4734.16 TBC53.00' LT,4734.31 SW59.00' LT,4734.40 SW60.00' LT, 4734.4143.00' RT, 4734.16 TBC49.00' RT,4734.25 SW59.00' RT,4734.40 SW60.00' RT, 4734.413.52' LT, 4735.56 TBC10.00' LT, 4735.15 TBC1.50%-3.00%-3.00%-3.00%-3.00%1.50%43.00' LT, 4734.31 TBC53.00' LT,4734.46 SW59.00' LT,4734.55 SW60.00' LT, 4734.5643.00' RT, 4734.31 TBC49.00' RT,4734.40 SW59.00' RT,4734.55 SW60.00' RT, 4734.561.31' LT, 4735.64 TBC10.00' LT, 4735.31 TBCORIGINAL ELEV. = 4734.21DESIGN ELEV. = 4734.86ORIGINAL ELEV. = 4734.71DESIGN ELEV. = 4735.17ORIGINAL ELEV. = 4734.55DESIGN ELEV. = 4735.01VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2022COPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\0417\085 - COTTONWOOD ROAD\ACAD\CIVIL\WORKSHEET\0417085_ROAD-WRKSHT.DWG PLOTTED BY:BRYAN VANDERLOOS ON Apr/20/2022REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsCOTTONWOOD ROAD (OAK TO BAXTER)BOZEMANMTCOTTONWOOD ROAD CROSS SECTIONS: STA 37+00.00 - 37+50.000417.085107XS-7BEVBEVJRN04/2022SWF04/2022#################10 205100SCALE IN FEETGENERAL NOTES1. CROSS SECTIONS PROVIDED ATDRIVEWAY LOCATIONS DISPLAYTYPICAL SECTION OF CURB &GUTTER, BOULEVARD, ANDSIDEWALKS FROM TBC TODAYLIGHT. CONTRACTOR SHALLCONSTRUCT TRANSITIONS FORDRIVEWAY APRONS PER COB STD.DWG.'S 02529-11 AND 02529-12.04/20/2022RECORD DRAWING040404040404040404404044444/2/2/2/2/2/2/2/2/2/2//2/2////20/0/0/0/0/0/0/0/0/0/0/0/0/0//2020202020202020020202020200022222222222222222222222222222220 000038+10.004720.004730.004740.004750.004720.004730.004740.004750.000.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.000.00-10.00-20.00-30.00-40.00-50.00-60.00-70.00-80.00000038+00.004720.004730.004740.004750.004720.004730.004740.004750.000.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.000.00-10.00-20.00-30.00-40.00-50.00-60.00-70.00-80.0038+50.004720.004730.004740.004750.004720.004730.004740.004750.000.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.000.00-10.00-20.00-30.00-40.00-50.00-60.00-70.00-80.000000OFFSET = -65.73ELEV = 4732.52OFFSET = 61.70ELEV = 4733.53OFFSET = -66.78ELEV = 4731.95OFFSET = 63.38ELEV = 4732.80OFFSET = -65.92ELEV = 4732.41OFFSET = 62.10ELEV = 4733.3743.00' LT, 4733.70 TBC53.00' LT,4733.85 SW59.00' LT,4733.94 SW60.00' LT, 4733.9543.00' RT, 4733.70 TBC49.00' RT,4733.79 SW59.00' RT,4733.94 SW60.00' RT, 4733.956.00' LT, 4735.18 TBC10.00' LT, 4734.70 TBC-25.00%1.50%1.50%-3.00%-3.00%1.50%1.50%43.00' LT, 4733.39 TBC53.00' LT,4733.54 SW59.00' LT,4733.63 SW60.00' LT, 4733.6543.00' RT, 4733.39 TBC49.00' RT,4733.48 SW59.00' RT,4733.63 SW60.00' RT, 4733.656.00' LT, 4734.87 TBC10.00' LT, 4734.39 TBC-25.00%1.50%1.50%-3.00%-3.00%1.50%1.50%43.00' LT, 4733.64 TBC53.00' LT,4733.79 SW59.00' LT,4733.88 SW60.00' LT, 4733.8943.00' RT, 4733.64 TBC49.00' RT,4733.73 SW59.00' RT,4733.88 SW60.00' RT, 4733.896.00' LT, 4735.11 TBC10.00' LT, 4734.63 TBC-25.00%1.50%1.50%-3.00%-3.00%1.50%1.50%ORIGINAL ELEV. = 4733.64DESIGN ELEV. = 4734.56ORIGINAL ELEV. = 4733.06DESIGN ELEV. = 4734.25ORIGINAL ELEV. = 4733.53DESIGN ELEV. = 4734.49VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2022COPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\0417\085 - COTTONWOOD ROAD\ACAD\CIVIL\WORKSHEET\0417085_ROAD-WRKSHT.DWG PLOTTED BY:BRYAN VANDERLOOS ON Apr/20/2022REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsCOTTONWOOD ROAD (OAK TO BAXTER)BOZEMANMTCOTTONWOOD ROAD CROSS SECTIONS: STA 38+00.00 - 38+50.000417.085108XS-8BEVBEVJRN04/2022SWF04/2022#################10 205100SCALE IN FEETGENERAL NOTES1. CROSS SECTIONS PROVIDED ATDRIVEWAY LOCATIONS DISPLAYTYPICAL SECTION OF CURB &GUTTER, BOULEVARD, ANDSIDEWALKS FROM TBC TODAYLIGHT. CONTRACTOR SHALLCONSTRUCT TRANSITIONS FORDRIVEWAY APRONS PER COB STD.DWG.'S 02529-11 AND 02529-12.04/20/2022RECORD DRAWING040404040404040404404044444/2/2/2/2/2/2/2/2/2/2//2/2////20/0/0/0/0/0/0/0/0/0/0/0/0/0//2020202020202020020202020200022222222222222222222222222222220 39+00.004720.004730.004740.004750.004720.004730.004740.004750.000.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.000.00-10.00-20.00-30.00-40.00-50.00-60.00-70.00-80.0039+02.714720.004730.004740.004750.004720.004730.004740.004750.000.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.000.00-10.00-20.00-30.00-40.00-50.00-60.00-70.00-80.0040+06.244720.004730.004740.004750.004720.004730.004740.004750.000.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.000.00-10.00-20.00-30.00-40.00-50.00-60.00-70.00-80.00OFFSET = -67.20ELEV = 4731.54OFFSET = 64.59ELEV = 4732.19OFFSET = -67.04ELEV = 4730.46OFFSET = 64.51ELEV = 4731.09OFFSET = -67.25ELEV = 4731.51OFFSET = 64.64ELEV = 4732.1743.00' LT, 4733.09 TBC53.00' LT,4733.24 SW59.00' LT,4733.33 SW60.00' LT, 4733.3443.00' RT, 4733.09 TBC49.00' RT,4733.18 SW59.00' RT,4733.33 SW60.00' RT, 4733.346.00' LT, 4734.57 TBC10.00' LT, 4734.09 TBC-25.00%1.50%1.50%-3.00%-3.00%1.50%1.50%43.00' LT, 4731.96 TBC53.00' LT,4732.11 SW59.00' LT,4732.20 SW60.00' LT, 4732.2243.00' RT, 4731.96 TBC49.00' RT,4732.05 SW59.00' RT,4732.20 SW60.00' RT, 4732.2210.00' RT, 4732.96 TBC6.00' RT, 4733.44 TBC-25.00%1.50%1.50%-3.00%-3.00%1.50%1.50%43.00' LT, 4733.07 TBC53.00' LT,4733.22 SW59.00' LT,4733.31 SW60.00' LT, 4733.3343.00' RT, 4733.07 TBC49.00' RT,4733.16 SW59.00' RT,4733.31 SW60.00' RT, 4733.336.00' LT, 4734.55 TBC10.00' LT, 4734.07 TBC-26.65%1.50%1.50%-3.00%-3.00%1.50%1.50%ORIGINAL ELEV. = 4732.56DESIGN ELEV. = 4733.95ORIGINAL ELEV. = 4731.33DESIGN ELEV. = 4732.82ORIGINAL ELEV. = 4732.52DESIGN ELEV. = 4733.93VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2022COPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\0417\085 - COTTONWOOD ROAD\ACAD\CIVIL\WORKSHEET\0417085_ROAD-WRKSHT.DWG PLOTTED BY:BRYAN VANDERLOOS ON Apr/20/2022REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsCOTTONWOOD ROAD (OAK TO BAXTER)BOZEMANMTCOTTONWOOD ROAD CROSS SECTIONS: STA 39+00.00 - 40+06.240417.085109XS-9BEVBEVJRN04/2022SWF04/2022#################10 205100SCALE IN FEETGENERAL NOTES1. CROSS SECTIONS PROVIDED ATDRIVEWAY LOCATIONS DISPLAYTYPICAL SECTION OF CURB &GUTTER, BOULEVARD, ANDSIDEWALKS FROM TBC TODAYLIGHT. CONTRACTOR SHALLCONSTRUCT TRANSITIONS FORDRIVEWAY APRONS PER COB STD.DWG.'S 02529-11 AND 02529-12.2. SEE GRADING DETAIL SHEET GR-3FOR SPECIFIC PLAN GRADES FROMSTATION 39+02.71 - 40+06.24.04/20/2022RECORD DRAWING040404040404040404404044444/2/2/2/2/2/2/2/2/2/2//2/2////20/0/0/0/0/0/0/0/0/0/0/0/0/0//2020202020202020020202020200022222222222222222222222222222220 40+50.004720.004730.004740.004750.004720.004730.004740.004750.000.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.000.00-10.00-20.00-30.00-40.00-50.00-60.00-70.00-80.0041+00.004720.004730.004740.004750.004720.004730.004740.004750.000.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.000.00-10.00-20.00-30.00-40.00-50.00-60.00-70.00-80.0040+25.004720.004730.004740.004750.004720.004730.004740.004750.000.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.000.00-10.00-20.00-30.00-40.00-50.00-60.00-70.00-80.00OFFSET = -67.47ELEV = 4729.81OFFSET = 63.26ELEV = 4730.86OFFSET = -67.57ELEV = 4729.16OFFSET = 64.86ELEV = 4729.84OFFSET = -67.55ELEV = 4730.10OFFSET = 63.98ELEV = 4731.0043.00' LT, 4731.42 TBC53.00' LT,4731.57 SW59.00' LT,4731.66 SW60.00' LT, 4731.6843.00' RT, 4731.42 TBC49.00' RT,4731.51 SW59.00' RT,4731.66 SW60.00' RT, 4731.6810.00' RT, 4732.42 TBC6.00' RT, 4732.90 TBC-25.00%1.50%1.50%-3.00%-3.00%1.50%1.50%43.00' LT, 4730.80 TBC53.00' LT,4730.95 SW59.00' LT,4731.04 SW60.00' LT, 4731.0543.00' RT, 4730.80 TBC49.00' RT,4730.89 SW59.00' RT,4731.04 SW60.00' RT, 4731.0510.00' RT, 4731.80 TBC6.00' RT, 4732.28 TBC-25.00%1.50%1.50%-3.00%-3.00%1.50%1.50%43.00' LT, 4731.74 TBC53.00' LT,4731.89 SW59.00' LT,4731.98 SW60.00' LT, 4731.9943.00' RT, 4731.74 TBC49.00' RT,4731.83 SW59.00' RT,4731.98 SW60.00' RT, 4731.9910.00' RT, 4732.73 TBC6.00' RT, 4733.21 TBC-25.00%1.50%1.50%-3.00%-3.00%1.50%1.50%ORIGINAL ELEV. = 4730.87DESIGN ELEV. = 4732.28ORIGINAL ELEV. = 4730.10DESIGN ELEV. = 4731.66ORIGINAL ELEV. = 4732.59DESIGN ELEV. = 4732.59VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2022COPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\0417\085 - COTTONWOOD ROAD\ACAD\CIVIL\WORKSHEET\0417085_ROAD-WRKSHT.DWG PLOTTED BY:BRYAN VANDERLOOS ON Apr/20/2022REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsCOTTONWOOD ROAD (OAK TO BAXTER)BOZEMANMTCOTTONWOOD ROAD CROSS SECTIONS: STA 40+25.00 - 41+00.000417.085110XS-10BEVBEVJRN04/2022SWF04/2022#################10 205100SCALE IN FEETGENERAL NOTES1. CROSS SECTIONS PROVIDED ATDRIVEWAY LOCATIONS DISPLAYTYPICAL SECTION OF CURB &GUTTER, BOULEVARD, ANDSIDEWALKS FROM TBC TODAYLIGHT. CONTRACTOR SHALLCONSTRUCT TRANSITIONS FORDRIVEWAY APRONS PER COB STD.DWG.'S 02529-11 AND 02529-12.04/20/2022RECORD DRAWING040404040404040404404044444/2/2/2/2/2/2/2/2/2/2//2/2////20/0/0/0/0/0/0/0/0/0/0/0/0/0//2020202020202020020202020200022222222222222222222222222222220 41+50.004720.004730.004740.004750.004720.004730.004740.004750.000.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.000.00-10.00-20.00-30.00-40.00-50.00-60.00-70.00-80.0042+00.004720.004730.004740.004750.004720.004730.004740.004750.000.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.000.00-10.00-20.00-30.00-40.00-50.00-60.00-70.00-80.0041+08.204720.004730.004740.004750.004720.004730.004740.004750.000.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.000.00-10.00-20.00-30.00-40.00-50.00-60.00-70.00-80.00OFFSET = -67.51ELEV = 4729.08OFFSET = 65.31ELEV = 4729.62OFFSET = -67.50ELEV = 4728.55OFFSET = 65.37ELEV = 4729.09OFFSET = -67.28ELEV = 4727.98OFFSET = 62.28ELEV = 4729.2343.00' LT, 4730.70 TBC53.00' LT,4730.85 SW59.00' LT,4730.94 SW60.00' LT, 4730.9543.00' RT, 4730.70 TBC49.00' RT,4730.79 SW59.00' RT,4730.94 SW60.00' RT, 4730.9510.00' RT, 4731.69 TBC6.00' RT, 4732.17 TBC-25.00%1.50%1.50%-3.00%-3.00%1.50%1.50%-25.00%43.00' LT, 4730.17 TBC53.00' LT,4730.32 SW59.00' LT,4730.41 SW60.00' LT, 4730.4343.00' RT, 4730.17 TBC49.00' RT,4730.26 SW59.00' RT,4730.41 SW60.00' RT, 4730.438.52' RT, 4731.22 TBC6.00' RT, 4731.65 TBC-25.00%1.50%1.50%-3.00%-3.00%1.50%1.50%-25.00%43.00' LT, 4729.55 TBC53.00' LT,4729.70 SW59.00' LT,4729.79 SW60.00' LT, 4729.8043.00' RT, 4729.55 TBC49.00' RT,4729.64 SW59.00' RT,4729.79 SW60.00' RT, 4729.805.74' RT, 4730.67 TBC3.55' RT, 4730.96 TBC-25.00%1.50%1.50%-3.00%-3.00%-3.00%1.50%1.50%ORIGINAL ELEV. = 4729.99DESIGN ELEV. = 4731.55ORIGINAL ELEV. = 4729.62DESIGN ELEV. = 4731.03ORIGINAL ELEV. = 4729.02DESIGN ELEV. = 4730.41VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2022COPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\0417\085 - COTTONWOOD ROAD\ACAD\CIVIL\WORKSHEET\0417085_ROAD-WRKSHT.DWG PLOTTED BY:BRYAN VANDERLOOS ON Apr/20/2022REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsCOTTONWOOD ROAD (OAK TO BAXTER)BOZEMANMTCOTTONWOOD ROAD CROSS SECTIONS: STA 41+08.20 - 42+00.000417.085111XS-11BEVBEVJRN04/2022SWF04/2022#################10 205100SCALE IN FEETGENERAL NOTES1. CROSS SECTIONS PROVIDED ATDRIVEWAY LOCATIONS DISPLAYTYPICAL SECTION OF CURB &GUTTER, BOULEVARD, ANDSIDEWALKS FROM TBC TODAYLIGHT. CONTRACTOR SHALLCONSTRUCT TRANSITIONS FORDRIVEWAY APRONS PER COB STD.DWG.'S 02529-11 AND 02529-12.04/20/2022RECORD DRAWING040404040404040404404044444/2/2/2/2/2/2/2/2/2/2//2/2////20/0/0/0/0/0/0/0/0/0/0/0/0/0//2020202020202020020202020200022222222222222222222222222222220 42+50.004720.004730.004740.004750.004720.004730.004740.004750.000.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.00 90.000.00-10.00-20.00-30.00-40.00-50.00-60.00-70.00-80.0043+00.004720.004730.004740.004750.004720.004730.004740.004750.000.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.00 90.000.00-10.00-20.00-30.00-40.00-50.00-60.00-70.00-80.0043+50.004720.004730.004740.004750.004720.004730.004740.004750.000.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.000.00-10.00-20.00-30.00-40.00-50.00-60.00-70.00-80.00OFFSET = -67.12ELEV = 4727.40OFFSET = 64.44ELEV = 4728.07OFFSET = -66.59ELEV = 4726.91OFFSET = 63.65ELEV = 4727.64OFFSET = -66.19ELEV = 4726.38OFFSET = 63.93ELEV = 4726.9543.00' LT, 4728.92 TBC53.00' LT,4729.07 SW59.00' LT,4729.16 SW60.00' LT, 4729.1843.00' RT, 4728.92 TBC49.00' RT,4729.01 SW59.00' RT,4729.16 SW60.00' RT, 4729.182.96' RT, 4730.13 TBC0.77' RT, 4730.25 TBC-25.00%1.50%1.50%-3.00%-3.00%-3.00%1.50%1.50%43.00' LT, 4728.30 TBC53.00' LT,4728.45 SW59.00' LT,4728.54 SW60.00' LT, 4728.5543.00' RT, 4728.30 TBC49.00' RT,4728.39 SW59.00' RT,4728.54 SW60.00' RT, 4728.550.18' RT, 4729.59 TBC2.00' LT, 4729.54 TBC-25.00%1.50%1.50%-3.00%-3.00%-3.00%1.50%1.50%43.00' LT, 4727.67 TBC53.00' LT,4727.82 SW59.00' LT,4727.91 SW60.00' LT, 4727.9343.00' RT, 4727.67 TBC49.00' RT,4727.76 SW59.00' RT,4727.91 SW60.00' RT, 4727.932.60' LT, 4729.05 TBC4.78' LT, 4728.83 TBC-25.00%1.50%1.50%-3.00%-3.00%-3.00%1.50%1.50%ORIGINAL ELEV. = 4728.38DESIGN ELEV. = 4729.80ORIGINAL ELEV. = 4727.87DESIGN ELEV. = 4729.59ORIGINAL ELEV. = 4727.32DESIGN ELEV. = 4728.53VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2022COPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\0417\085 - COTTONWOOD ROAD\ACAD\CIVIL\WORKSHEET\0417085_ROAD-WRKSHT.DWG PLOTTED BY:BRYAN VANDERLOOS ON Apr/20/2022REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsCOTTONWOOD ROAD (OAK TO BAXTER)BOZEMANMTCOTTONWOOD ROAD CROSS SECTIONS: STA 42+50.00 - 43+50.000417.085112XS-12BEVBEVJRN04/2022SWF04/2022#################10 205100SCALE IN FEETGENERAL NOTES1. CROSS SECTIONS PROVIDED ATDRIVEWAY LOCATIONS DISPLAYTYPICAL SECTION OF CURB &GUTTER, BOULEVARD, ANDSIDEWALKS FROM TBC TODAYLIGHT. CONTRACTOR SHALLCONSTRUCT TRANSITIONS FORDRIVEWAY APRONS PER COB STD.DWG.'S 02529-11 AND 02529-12.04/20/2022RECORD DRAWING040404040404040404404044444/2/2/2/2/2/2/2/2/2/2//2/2////20/0/0/0/0/0/0/0/0/0/0/0/0/0//2020202020202020020202020200022222222222222222222222222222220 45+00.004710.004720.004730.004740.004710.004720.004730.004740.000.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.000.00-10.00-20.00-30.00-40.00-50.00-60.00-70.00-80.0044+00.004710.004720.004730.004740.004710.004720.004730.004740.000.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.000.00-10.00-20.00-30.00-40.00-50.00-60.00-70.00-80.0044+50.004710.004720.004730.004740.004710.004720.004730.004740.000.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.000.00-10.00-20.00-30.00-40.00-50.00-60.00-70.00-80.00OFFSET = -65.60ELEV = 4725.91OFFSET = 64.32ELEV = 4726.22OFFSET = -65.29ELEV = 4725.36OFFSET = 63.84ELEV = 4725.72OFFSET = -65.04ELEV = 4724.79OFFSET = 62.62ELEV = 4725.4043.00' LT, 4727.05 TBC53.00' LT,4727.20 SW59.00' LT,4727.29 SW60.00' LT, 4727.3043.00' RT, 4727.05 TBC49.00' RT,4727.14 SW59.00' RT,4727.29 SW60.00' RT, 4727.305.38' LT, 4728.51 TBC7.55' LT, 4728.12 TBC-25.00%1.50%1.50%-3.00%-3.00%-3.00%1.50%1.50%43.00' LT, 4726.42 TBC53.00' LT,4726.57 SW59.00' LT,4726.66 SW60.00' LT, 4726.6843.00' RT, 4726.42 TBC49.00' RT,4726.51 SW59.00' RT,4726.66 SW60.00' RT, 4726.686.00' LT, 4727.90 TBC10.00' LT, 4727.42 TBC-25.00%1.50%1.50%-3.00%-3.00%1.50%1.50%43.00' LT, 4725.80 TBC53.00' LT,4725.95 SW59.00' LT,4726.04 SW60.00' LT, 4726.0543.00' RT, 4725.80 TBC49.00' RT,4725.89 SW59.00' RT,4726.04 SW60.00' RT, 4726.056.00' LT, 4727.28 TBC10.00' LT, 4726.80 TBC-25.00%1.50%1.50%-3.00%-3.00%1.50%1.50%ORIGINAL ELEV. = 4726.71DESIGN ELEV. = 4727.91ORIGINAL ELEV. = 4726.09DESIGN ELEV. = 4727.28ORIGINAL ELEV. = 4725.52DESIGN ELEV. = 4726.66VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2022COPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\0417\085 - COTTONWOOD ROAD\ACAD\CIVIL\WORKSHEET\0417085_ROAD-WRKSHT.DWG PLOTTED BY:BRYAN VANDERLOOS ON Apr/20/2022REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsCOTTONWOOD ROAD (OAK TO BAXTER)BOZEMANMTCOTTONWOOD ROAD CROSS SECTIONS: STA 44+00.00 - 45+00.000417.085113XS-13BEVBEVJRN04/2022SWF04/2022#################10 205100SCALE IN FEETGENERAL NOTES1. CROSS SECTIONS PROVIDED ATDRIVEWAY LOCATIONS DISPLAYTYPICAL SECTION OF CURB &GUTTER, BOULEVARD, ANDSIDEWALKS FROM TBC TODAYLIGHT. CONTRACTOR SHALLCONSTRUCT TRANSITIONS FORDRIVEWAY APRONS PER COB STD.DWG.'S 02529-11 AND 02529-12.04/20/2022RECORD DRAWING040404040404040404404044444/2/2/2/2/2/2/2/2/2/2//2/2////20/0/0/0/0/0/0/0/0/0/0/0/0/0//2020202020202020020202020200022222222222222222222222222222220 45+50.004710.004720.004730.004740.004710.004720.004730.004740.000.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.000.00-10.00-20.00-30.00-40.00-50.00-60.00-70.00-80.0045+60.004710.004720.004730.004740.004710.004720.004730.004740.000.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.000.00-10.00-20.00-30.00-40.00-50.00-60.00-70.00-80.0046+53.214710.004720.004730.004740.004710.004720.004730.004740.000.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.000.00-10.00-20.00-30.00-40.00-50.00-60.00-70.00-80.00OFFSET = -65.04ELEV = 4724.17OFFSET = 64.96ELEV = 4724.19OFFSET = -65.03ELEV = 4724.03OFFSET = 65.71ELEV = 4723.86OFFSET = -64.84ELEV = 4722.76OFFSET = 64.57ELEV = 4722.8343.00' LT, 4725.17 TBC53.00' LT,4725.32 SW59.00' LT,4725.41 SW60.00' LT, 4725.4343.00' RT, 4725.17 TBC49.00' RT,4725.26 SW59.00' RT,4725.41 SW60.00' RT, 4725.436.00' LT, 4726.65 TBC10.00' LT, 4726.17 TBC-25.00%1.50%1.50%-3.00%-3.00%1.50%1.50%43.00' LT, 4725.03 TBC53.00' LT,4725.18 SW59.00' LT,4725.27 SW60.00' LT, 4725.2943.00' RT, 4725.03 TBC49.00' RT,4725.12 SW59.00' RT,4725.27 SW60.00' RT, 4725.296.00' LT, 4726.51 TBC10.00' LT, 4726.03 TBC-25.00%1.50%1.50%-3.00%-3.00%1.50%1.50%-25.00%43.00' LT, 4723.72 TBC53.00' LT,4723.87 SW59.00' LT,4723.96 SW60.00' LT, 4723.9743.00' RT, 4723.72 TBC49.00' RT,4723.81 SW59.00' RT,4723.96 SW60.00' RT, 4723.9710.00' RT, 4724.71 TBC6.00' RT, 4725.19 TBC1.50%1.50%-3.00%-3.00%1.50%1.50%ORIGINAL ELEV. = 4724.88DESIGN ELEV. = 4726.03ORIGINAL ELEV. = 4724.77DESIGN ELEV. = 4725.89ORIGINAL ELEV. = 4723.61DESIGN ELEV. = 4724.57VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2022COPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\0417\085 - COTTONWOOD ROAD\ACAD\CIVIL\WORKSHEET\0417085_ROAD-WRKSHT.DWG PLOTTED BY:BRYAN VANDERLOOS ON Apr/20/2022REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsCOTTONWOOD ROAD (OAK TO BAXTER)BOZEMANMTCOTTONWOOD ROAD CROSS SECTIONS: STA 45+50.00 - 46+53.210417.085114XS-14BEVBEVJRN04/2022SWF04/2022#################10 205100SCALE IN FEETGENERAL NOTES1. CROSS SECTIONS PROVIDED ATDRIVEWAY LOCATIONS DISPLAYTYPICAL SECTION OF CURB &GUTTER, BOULEVARD, ANDSIDEWALKS FROM TBC TODAYLIGHT. CONTRACTOR SHALLCONSTRUCT TRANSITIONS FORDRIVEWAY APRONS PER COB STD.DWG.'S 02529-11 AND 02529-12.2. SEE GRADING DETAIL SHEET GR-4FOR SPECIFIC PLAN GRADES FROMSTATION 45+60.00 - 46+53.21.04/20/2022RECORD DRAWING040404040404040404404044444/2/2/2/2/2/2/2/2/2/2//2/2////20/0/0/0/0/0/0/0/0/0/0/0/0/0//2020202020202020020202020200022222222222222222222222222222220 47+00.004710.004720.004730.004740.004710.004720.004730.004740.000.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.000.00-10.00-20.00-30.00-40.00-50.00-60.00-70.00-80.0047+50.004710.004720.004730.004740.004710.004720.004730.004740.000.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.000.00-10.00-20.00-30.00-40.00-50.00-60.00-70.00-80.0048+00.004710.004720.004730.004740.004710.004720.004730.004740.000.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.000.00-10.00-20.00-30.00-40.00-50.00-60.00-70.00-80.00OFFSET = -64.20ELEV = 4722.26OFFSET = 64.40ELEV = 4722.21OFFSET = -63.33ELEV = 4721.77OFFSET = 64.32ELEV = 4721.52OFFSET = -62.82ELEV = 4721.19OFFSET = 64.21ELEV = 4720.8443.00' LT, 4723.05 TBC53.00' LT,4723.20 SW59.00' LT,4723.29 SW60.00' LT, 4723.3143.00' RT, 4723.05 TBC49.00' RT,4723.14 SW59.00' RT,4723.29 SW60.00' RT, 4723.3110.00' RT, 4724.05 TBC6.00' RT, 4724.53 TBC1.50%1.50%-3.00%-3.00%1.50%1.50%43.00' LT, 4722.35 TBC53.00' LT,4722.50 SW59.00' LT,4722.59 SW60.00' LT, 4722.6043.00' RT, 4722.35 TBC49.00' RT,4722.44 SW59.00' RT,4722.59 SW60.00' RT, 4722.6010.00' RT, 4723.35 TBC6.00' RT, 4723.83 TBC1.50%1.50%-3.00%-3.00%1.50%1.50%43.00' LT, 4721.64 TBC53.00' LT,4721.79 SW59.00' LT,4721.88 SW60.00' LT, 4721.9043.00' RT, 4721.64 TBC49.00' RT,4721.73 SW59.00' RT,4721.88 SW60.00' RT, 4721.9010.00' RT, 4722.64 TBC6.00' RT, 4723.12 TBC1.50%1.50%-3.00%-3.00%1.50%1.50%ORIGINAL ELEV. = 4722.87DESIGN ELEV. = 4723.91ORIGINAL ELEV. = 4722.21DESIGN ELEV. = 4723.21ORIGINAL ELEV. = 4721.57DESIGN ELEV. = 4722.50VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2022COPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\0417\085 - COTTONWOOD ROAD\ACAD\CIVIL\WORKSHEET\0417085_ROAD-WRKSHT.DWG PLOTTED BY:BRYAN VANDERLOOS ON Apr/20/2022REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsCOTTONWOOD ROAD (OAK TO BAXTER)BOZEMANMTCOTTONWOOD ROAD CROSS SECTIONS: STA 47+00.00 - 48+00.000417.085115XS-15BEVBEVJRN04/2022SWF04/2022#################10 205100SCALE IN FEETGENERAL NOTES1. CROSS SECTIONS PROVIDED ATDRIVEWAY LOCATIONS DISPLAYTYPICAL SECTION OF CURB &GUTTER, BOULEVARD, ANDSIDEWALKS FROM TBC TODAYLIGHT. CONTRACTOR SHALLCONSTRUCT TRANSITIONS FORDRIVEWAY APRONS PER COB STD.DWG.'S 02529-11 AND 02529-12.04/20/2022RECORD DRAWING040404040404040404404044444/2/2/2/2/2/2/2/2/2/2//2/2////20/0/0/0/0/0/0/0/0/0/0/0/0/0//2020202020202020020202020200022222222222222222222222222222220 49+00.004710.004720.004730.004740.004710.004720.004730.004740.000.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.000.00-10.00-20.00-30.00-40.00-50.00-60.00-70.00-80.0049+50.004710.004720.004730.004740.004710.004720.004730.004740.000.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.000.00-10.00-20.00-30.00-40.00-50.00-60.00-70.00-80.0048+50.004710.004720.004730.004740.004710.004720.004730.004740.000.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.000.00-10.00-20.00-30.00-40.00-50.00-60.00-70.00-80.00OFFSET = -60.68ELEV = 4719.84OFFSET = 62.78ELEV = 4719.32OFFSET = -60.47ELEV = 4719.13OFFSET = 62.92ELEV = 4718.51OFFSET = -61.49ELEV = 4720.52OFFSET = 63.55ELEV = 4720.0143.00' LT, 4719.76 TBC53.00' LT,4719.91 SW59.00' LT,4720.00 SW60.00' LT, 4720.0143.00' RT, 4719.76 TBC49.00' RT,4719.85 SW59.00' RT,4720.00 SW60.00' RT, 4720.0110.00' RT, 4720.76 TBC0.61' RT, 4721.08 TBC1.50%1.50%-3.00%-3.00%-3.41%-3.00%1.50%1.50%43.00' LT, 4718.99 TBC53.00' LT,4719.14 SW59.00' LT,4719.23 SW60.00' LT, 4719.2543.00' RT, 4718.99 TBC49.00' RT,4719.08 SW59.00' RT,4719.23 SW60.00' RT, 4719.2510.00' RT, 4719.99 TBC2.17' LT, 4720.23 TBC1.50%1.50%-3.00%-3.00%-1.94%-3.00%1.50%1.50%1.50%1.50%-3.00%-3.00%-6.10%-3.00%1.50%1.50%43.00' LT, 4720.64 TBC53.00' LT,4720.79 SW59.00' LT,4720.88 SW60.00' LT, 4720.9043.00' RT, 4720.64 TBC49.00' RT,4720.73 SW59.00' RT,4720.88 SW60.00' RT, 4720.9010.00' RT, 4721.64 TBC3.38' RT, 4722.04 TBCORIGINAL ELEV. = 4720.05DESIGN ELEV. = 4720.89ORIGINAL ELEV. = 4719.24DESIGN ELEV. = 4720.18ORIGINAL ELEV. = 4720.85DESIGN ELEV. = 4721.50VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2022COPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\0417\085 - COTTONWOOD ROAD\ACAD\CIVIL\WORKSHEET\0417085_ROAD-WRKSHT.DWG PLOTTED BY:BRYAN VANDERLOOS ON Apr/20/2022REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsCOTTONWOOD ROAD (OAK TO BAXTER)BOZEMANMTCOTTONWOOD ROAD CROSS SECTIONS: STA 48+50.00 - 49+50.000417.085116XS-16BEVBEVJRN04/2022SWF04/2022#################10 205100SCALE IN FEETGENERAL NOTES1. CROSS SECTIONS PROVIDED ATDRIVEWAY LOCATIONS DISPLAYTYPICAL SECTION OF CURB &GUTTER, BOULEVARD, ANDSIDEWALKS FROM TBC TODAYLIGHT. CONTRACTOR SHALLCONSTRUCT TRANSITIONS FORDRIVEWAY APRONS PER COB STD.DWG.'S 02529-11 AND 02529-12.04/20/2022RECORD DRAWING040404040404040404404044444/2/2/2/2/2/2/2/2/2/2//2/2////20/0/0/0/0/0/0/0/0/0/0/0/0/0//2020202020202020020202020200022222222222222222222222222222220 50+00.004710.004720.004730.004740.004710.004720.004730.004740.000.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.000.00-10.00-20.00-30.00-40.00-50.00-60.00-70.00-80.0050+50.004700.004710.004720.004730.004700.004710.004720.004730.000.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.000.00-10.00-20.00-30.00-40.00-50.00-60.00-70.00-80.0050+75.004700.004710.004720.004730.004700.004710.004720.004730.000.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.000.00-10.00-20.00-30.00-40.00-50.00-60.00-70.00-80.00OFFSET = -61.54ELEV = 4717.84OFFSET = 63.58ELEV = 4717.33OFFSET = -60.72ELEV = 4718.43OFFSET = 63.33ELEV = 4717.77OFFSET = -62.39ELEV = 4717.52OFFSET = 63.79ELEV = 4717.1643.00' LT, 4717.97 TBC53.00' LT,4718.12 SW59.00' LT,4718.21 SW60.00' LT, 4718.2343.00' RT, 4717.97 TBC49.00' RT,4718.06 SW59.00' RT,4718.21 SW60.00' RT, 4718.2310.00' RT, 4718.97 TBC10.00' RT, 4718.97 TBC7.72' LT, 4719.04 TBC1.50%1.50%-3.00%0.39%-0.39%-3.00%1.50%1.50%43.00' LT, 4718.35 TBC53.00' LT,4718.50 SW59.00' LT,4718.59 SW60.00' LT, 4718.6143.00' RT, 4718.35 TBC49.00' RT,4718.44 SW59.00' RT,4718.59 SW60.00' RT, 4718.6110.00' RT, 4719.35 TBC4.95' LT, 4719.50 TBC1.50%1.50%-3.00%-1.02%-3.00%1.50%1.50%1.50%1.50%-3.00%0.14%-0.14%-3.00%1.50%1.50%43.00' LT, 4717.85 TBC53.00' LT,4718.00 SW59.00' LT,4718.09 SW60.00' LT, 4718.1043.00' RT, 4717.85 TBC49.00' RT,4717.94 SW59.00' RT,4718.09 SW60.00' RT, 4718.1010.00' RT, 4718.85 TBC9.11' LT, 4718.87 TBCORIGINAL ELEV. = 4717.32DESIGN ELEV. = 4719.01ORIGINAL ELEV. = 4718.21DESIGN ELEV. = 4719.45ORIGINAL ELEV. = 4716.90DESIGN ELEV. = 4718.86VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2022COPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\0417\085 - COTTONWOOD ROAD\ACAD\CIVIL\WORKSHEET\0417085_ROAD-WRKSHT.DWG PLOTTED BY:BRYAN VANDERLOOS ON Apr/20/2022REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsCOTTONWOOD ROAD (OAK TO BAXTER)BOZEMANMTCOTTONWOOD ROAD CROSS SECTIONS: STA 50+00.00 - 50+75.000417.085117XS-17BEVBEVJRN04/2022SWF04/2022#################10 205100SCALE IN FEETGENERAL NOTES1. CROSS SECTIONS PROVIDED ATDRIVEWAY LOCATIONS DISPLAYTYPICAL SECTION OF CURB &GUTTER, BOULEVARD, ANDSIDEWALKS FROM TBC TODAYLIGHT. CONTRACTOR SHALLCONSTRUCT TRANSITIONS FORDRIVEWAY APRONS PER COB STD.DWG.'S 02529-11 AND 02529-12.04/20/2022RECORD DRAWING040404040404040404404044444/2/2/2/2/2/2/2/2/2/2//2/2////20/0/0/0/0/0/0/0/0/0/0/0/0/0//2020202020202020020202020200022222222222222222222222222222220 51+00.004710.004720.004730.004740.004710.004720.004730.004740.000.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.000.00-10.00-20.00-30.00-40.00-50.00-60.00-70.00-80.0055+35.004710.004720.004730.004740.004710.004720.004730.004740.000.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.000.00-10.00-20.00-30.00-40.00-50.00-60.00-70.00-80.00OFFSET = -64.24ELEV = 4717.17OFFSET = 82.60ELEV = 4717.23OFFSET = -80.32ELEV = 4712.33OFFSET = 62.96ELEV = 4714.9543.00' RT, 4717.97 TBC49.00' RT,4718.06 SW59.00' RT,4718.21 SW43.00' LT, 4717.97 TBC53.00' LT,4718.12 SW59.00' LT,4718.21 SW60.00' LT, 4718.2343.00' LT, 4717.97 TBC10.00' LT, 4718.97 TBC10.00' RT, 4718.97 TBC43.00' RT, 4717.97 TBC1.50%1.50%-3.00%-0.00%0.00%-3.00%1.50%1.50%-2.46%33.69' RT, 4717.66 TBC34.38' LT, 4717.64 TBC5.00' LT, 4718.53 TBC5.00' RT, 4718.53 TBC-24.01%-24.49%1.44%1.55%0.00%-3.00%1.42%-25.08%-3.00%45.33' LT, 4718.0655.33' LT, 4718.2656.33' LT, 4718.1850.07' RT, 4718.0140.07' RT, 4717.8380.65' RT, 4717.7260.00' RT, 4718.23ORIGINAL ELEV. = 4716.37DESIGN ELEV. = 4718.97ORIGINAL ELEV. = 4713.83DESIGN ELEV. = 4718.5351+47.144700.004710.004720.004730.004700.004710.004720.004730.000.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.000.00-10.00-20.00-30.00-40.00-50.00-60.00-70.00-80.0010.00' LT, 4719.21 TBC10.00' RT, 4719.21 TBC38.76' RT, 4718.33 TBC38.02' LT, 4718.36 TBC-24.92%1.39%0.38%-3.00%-0.00%0.00%-3.00%1.86%1.50%OFFSET = -67.68ELEV = 4716.19OFFSET = 67.89ELEV = 4716.63ORIGINAL ELEV. = 4715.54DESIGN ELEV. = 4719.2159.99' RT, 4718.6058.99' RT, 4718.6548.99' RT, 4718.5047.08' LT, 4718.3957.21' LT, 4718.5358.22' LT, 4718.55VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2022COPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\PROJECTS\0417\085 - COTTONWOOD ROAD\ACAD\CIVIL\WORKSHEET\0417085_ROAD-WRKSHT.DWG PLOTTED BY:BEN SLAKEY ON Nov/21/2022REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsCOTTONWOOD ROAD/BAXTER LANE ROUNDABOUTBOZEMANMTCOTTONWOOD ROAD CROSS SECTIONS: STA 51+00.00 - 55+35.000417.085118XS-18BEVBEVJRN11/2022SWF11/2022#################10 20510 0SCALE IN FEETGENERAL NOTES1. CROSS SECTIONS PROVIDED ATDRIVEWAY LOCATIONS DISPLAYTYPICAL SECTION OF CURB &GUTTER, BOULEVARD, ANDSIDEWALKS FROM TBC TODAYLIGHT. CONTRACTOR SHALLCONSTRUCT TRANSITIONS FORDRIVEWAY APRONS PER COB STD.DWG.'S 02529-11 AND 02529-12.2. SEE GRADING DETAIL SHEETS GR-5THROUGH GR-7 FOR SPECIFIC PLANGRADES FROM STATION 51+50.00 -55+35.00.11/21/2022DRECORD DRAWING1111111111111111111111111111111/2/2/2/2/2/2/22//2/2/2/221/1/1/1/1/1/1/1/1/1/1/1/1/1120202020202020202020202020202022222222222222222222222222222222 55+50.004710.004720.004730.004740.004710.004720.004730.004740.000.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.000.00-10.00-20.00-30.00-40.00-50.00-60.00-70.00-80.0056+00.004700.004710.004720.004730.004700.004710.004720.004730.000.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.000.00-10.00-20.00-30.00-40.00-50.00-60.00-70.00-80.0056+35.714700.004710.004720.004730.004700.004710.004720.004730.000.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.000.00-10.00-20.00-30.00-40.00-50.00-60.00-70.00-80.00OFFSET = -73.09ELEV = 4712.24OFFSET = 64.56ELEV = 4714.17OFFSET = -59.87ELEV = 4712.07OFFSET = 67.68ELEV = 4713.74OFFSET = -76.00ELEV = 4712.47OFFSET = 62.87ELEV = 4714.6438.12' RT, 4716.48 TBC38.12' LT, 4716.48 TBC5.12' LT, 4717.48 TBC5.12' RT, 4717.48 TBC-24.97%-25.03%1.50%-3.00%-0.00%-3.00%0.99%-25.06%38.21' RT, 4715.59 TBC0.00' CL, 4716.3053.01' RT,4715.81 SW59.04' RT,4715.90 SW33.10' RT, 4717.38 TBC33.04' LT, 4717.38 TBC33.10' RT, 4717.38 TBC5.01' LT, 4718.23 TBC5.01' RT, 4718.23 TBC-25.00%1.50%1.56%-3.00%0.00%-3.00%1.61%-25.20%34.28' LT, 4715.2749.87' LT, 4711.3755.87' LT, 4711.07-3.00%-3.00%-25.00%-5.00%25.00%ORIGINAL ELEV. = 4713.91DESIGN ELEV. = 4717.48ORIGINAL ELEV. = 4713.60DESIGN ELEV. = 4716.30ORIGINAL ELEV. = 4713.89DESIGN ELEV. = 4718.2349.89' RT, 4717.6743.89' RT, 4717.5554.01' LT, 4717.7055.01' LT, 4717.7244.01' LT, 4717.5554.79' RT, 4716.6248.74' RT, 4716.5455.12' LT, 4716.731.50%-25.00%1.50%VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2022COPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\0417\085 - COTTONWOOD ROAD\ACAD\CIVIL\WORKSHEET\0417085_ROAD-WRKSHT.DWG PLOTTED BY:BRYAN VANDERLOOS ON Apr/20/2022REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsCOTTONWOOD ROAD (OAK TO BAXTER)BOZEMANMTCOTTONWOOD ROAD CROSS SECTIONS: STA 55+50.00 - 56+35.710417.085119XS-19BEVBEVJRN04/2022SWF04/2022#################10 205100SCALE IN FEETGENERAL NOTES1. CROSS SECTIONS PROVIDED ATDRIVEWAY LOCATIONS DISPLAYTYPICAL SECTION OF CURB &GUTTER, BOULEVARD, ANDSIDEWALKS FROM TBC TODAYLIGHT. CONTRACTOR SHALLCONSTRUCT TRANSITIONS FORDRIVEWAY APRONS PER COB STD.DWG.'S 02529-11 AND 02529-12.04/20/2022RECORD DRAWING040404040404040404404044444/2/2/2/2/2/2/2/2/2/2//2/2////20/0/0/0/0/0/0/0/0/0/0/0/0/0//2020202020202020020202020200022222222222222222222222222222220 56+50.004700.004710.004720.004730.004700.004710.004720.004730.000.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.000.00-10.00-20.00-30.00-40.00-50.00-60.00-70.00-80.0057+00.004700.004710.004720.004730.004700.004710.004720.004730.000.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.000.00-10.00-20.00-30.00-40.00-50.00-60.00-70.00-80.0057+17.504700.004710.004720.004730.004700.004710.004720.004730.000.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.000.00-10.00-20.00-30.00-40.00-50.00-60.00-70.00-80.00OFFSET = -58.04ELEV = 4711.92OFFSET = 67.93ELEV = 4713.69OFFSET = -52.86ELEV = 4711.33OFFSET = 62.40ELEV = 4713.40OFFSET = -53.82ELEV = 4711.48OFFSET = 65.90ELEV = 4713.5337.99' RT, 4715.24 TBC0.00' CL, 4715.9454.38' RT,4715.48 SW60.41' RT,4715.57 SW-3.00%-3.00%1.50%1.50%-25.00%34.02' RT, 4713.67 TBC0.00' CL, 4714.2653.70' RT,4713.97 SW59.77' RT,4714.06 SW34.02' RT, 4713.67 TBC0.00' CL, 4714.2653.70' RT,4713.97 SW59.77' RT,4714.06 SW25.00%-25.00%-3.00%-3.00%-2.19%1.50%-25.00%1.50%35.51' RT, 4714.06 TBC0.00' CL, 4714.7025.00%-25.00%-3.00%-3.00%1.50%-3.62%-24.33%23.98' LT, 4713.5439.59' LT, 4709.6445.59' LT, 4709.5125.54' LT, 4713.9341.14' LT, 4710.0347.14' LT, 4709.8131.91' LT, 4714.9942.52' LT, 4712.3447.52' LT, 4711.0953.52' LT, 4710.79-25.00%-5.00%25.00%ORIGINAL ELEV. = 4713.52DESIGN ELEV. = 4715.94ORIGINAL ELEV. = 4712.91DESIGN ELEV. = 4714.26ORIGINAL ELEV. = 4713.02DESIGN ELEV. = 4714.70VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2022COPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\0417\085 - COTTONWOOD ROAD\ACAD\CIVIL\WORKSHEET\0417085_ROAD-WRKSHT.DWG PLOTTED BY:BRYAN VANDERLOOS ON Apr/20/2022REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsCOTTONWOOD ROAD (OAK TO BAXTER)BOZEMANMTCOTTONWOOD ROAD CROSS SECTIONS: STA 56+50.00 - 57+17.500417.085120XS-20BEVBEVJRN04/2022SWF04/2022#################10 205100SCALE IN FEETGENERAL NOTES1. CROSS SECTIONS PROVIDED ATDRIVEWAY LOCATIONS DISPLAYTYPICAL SECTION OF CURB &GUTTER, BOULEVARD, ANDSIDEWALKS FROM TBC TODAYLIGHT. CONTRACTOR SHALLCONSTRUCT TRANSITIONS FORDRIVEWAY APRONS PER COB STD.DWG.'S 02529-11 AND 02529-12.04/20/2022RECORD DRAWING040404040404040404404044444/2/2/2/2/2/2/2/2/2/2//2/2////20/0/0/0/0/0/0/0/0/0/0/0/0/0//2020202020202020020202020200022222222222222222222222222222220 57+50.004700.004710.004720.004730.004700.004710.004720.004730.000.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.000.00-10.00-20.00-30.00-40.00-50.00-60.00-70.00-80.0057+78.164700.004710.004720.004730.004700.004710.004720.004730.000.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.000.00-10.00-20.00-30.00-40.00-50.00-60.00-70.00-80.0057+61.504700.004710.004720.004730.004700.004710.004720.004730.000.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.000.00-10.00-20.00-30.00-40.00-50.00-60.00-70.00-80.00OFFSET = -49.79ELEV = 4711.18OFFSET = 56.40ELEV = 4712.94OFFSET = -50.52ELEV = 4710.95OFFSET = 50.09ELEV = 4712.65OFFSET = -48.56ELEV = 4711.12OFFSET = 54.34ELEV = 4712.7948.73' RT,4713.25 SW54.80' RT,4713.34 SW31.00' RT, 4712.98 TBC0.00' CL, 4713.4825.00%-25.00%-3.00%1.50%1.50%28.46' RT, 4712.46 TBC0.00' CL, 4712.8825.14%-11.67%-25.00%0.88%-3.00%-0.10%47.02' RT,4713.02 SW53.08' RT,4713.11 SW29.96' RT, 4712.76 TBC0.00' CL, 4713.23-3.00%-0.00%1.50%1.50%-7.86%25.00%25.00%6.68%34.67' LT, 4709.6440.74' LT, 4709.1720.34' LT, 4713.2318.93' LT, 4713.0527.94' LT, 4710.8042.97' LT, 4709.0521.31' LT, 4713.3135.95' LT, 4709.6542.03' LT, 4709.24ORIGINAL ELEV. = 4712.66DESIGN ELEV. = 4713.48ORIGINAL ELEV. = 4712.45DESIGN ELEV. = 4712.88ORIGINAL ELEV. = 4712.56DESIGN ELEV. = 4713.23-0.80%VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2022COPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\PROJECTS\0417\085 - COTTONWOOD ROAD\ACAD\CIVIL\WORKSHEET\0417085_ROAD-WRKSHT.DWG PLOTTED BY:BEN SLAKEY ON Nov/21/2022REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsCOTTONWOOD ROAD (OAK TO BAXTER)BOZEMANMTCOTTONWOOD ROAD CROSS SECTIONS: STA 57+50.00 - 57+78.160417.085121XS-21BEVBEVJRN11/2022SWF11/2022#################10 20510 0SCALE IN FEETGENERAL NOTES1. CROSS SECTIONS PROVIDED ATDRIVEWAY LOCATIONS DISPLAYTYPICAL SECTION OF CURB &GUTTER, BOULEVARD, ANDSIDEWALKS FROM TBC TODAYLIGHT. CONTRACTOR SHALLCONSTRUCT TRANSITIONS FORDRIVEWAY APRONS PER COB STD.DWG.'S 02529-11 AND 02529-12.11/21/2022DRECORD DRAWING111111111111111111111111111/2/2/2/2/2/2/2/2/2/2//2/2////21/1/1/1////////////2020202020202020020202020200022222222222222222222222222222222 58+00.004700.004710.004720.004730.004700.004710.004720.004730.000.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.000.00-10.00-20.00-30.00-40.00-50.00-60.00-70.00-80.0058+50.004700.004710.004720.004730.004700.004710.004720.004730.000.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.000.00-10.00-20.00-30.00-40.00-50.00-60.00-70.00-80.0058+25.504700.004710.004720.004730.004700.004710.004720.004730.000.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.000.00-10.00-20.00-30.00-40.00-50.00-60.00-70.00-80.00OFFSET = -60.79ELEV = 4710.70OFFSET = 41.38ELEV = 4712.21OFFSET = -76.53ELEV = 4710.20OFFSET = 34.19ELEV = 4711.72OFFSET = -73.22ELEV = 4710.39OFFSET = 37.71ELEV = 4711.9426.49' RT, 4712.11 TBC0.00' CL, 4712.48-25.00%1.99%-3.00%21.99' RT, 4711.49 TBC0.00' CL, 4711.7225.12%-1.33%-24.99%3.00%-3.00%1.95%24.19' RT, 4711.76 TBC0.00' CL, 4712.0624.19' RT, 4711.76 TBC0.00' CL, 4712.0625.16%-1.38%-24.99%3.00%-3.00%-12.48%-1.28%19.73%0.64%1.93%26.07' LT, 4710.6617.43' LT, 4712.8239.38' LT, 4709.0051.38' LT, 4708.8515.76' LT, 4712.1928.52' LT, 4709.0029.34' LT, 4708.8769.10' LT, 4708.3416.58' LT, 4712.5524.91' LT, 4710.4734.27' LT, 4709.0066.02' LT, 4708.57-15.73%1.33%ORIGINAL ELEV. = 4712.23DESIGN ELEV. = 4712.48ORIGINAL ELEV. = 4711.69DESIGN ELEV. = 4711.72ORIGINAL ELEV. = 4711.96DESIGN ELEV. = 4712.06VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2022COPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\0417\085 - COTTONWOOD ROAD\ACAD\CIVIL\WORKSHEET\0417085_ROAD-WRKSHT.DWG PLOTTED BY:BRYAN VANDERLOOS ON Apr/20/2022REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsCOTTONWOOD ROAD (OAK TO BAXTER)BOZEMANMTCOTTONWOOD ROAD CROSS SECTIONS: STA 58+00.00 - 58+50.000417.085122XS-22BEVBEVJRN04/2022SWF04/2022#################10 205100SCALE IN FEETGENERAL NOTES1. CROSS SECTIONS PROVIDED ATDRIVEWAY LOCATIONS DISPLAYTYPICAL SECTION OF CURB &GUTTER, BOULEVARD, ANDSIDEWALKS FROM TBC TODAYLIGHT. CONTRACTOR SHALLCONSTRUCT TRANSITIONS FORDRIVEWAY APRONS PER COB STD.DWG.'S 02529-11 AND 02529-12.04/20/2022RECORD DRAWING040404040404040404404044444/2/2/2/2/2/2/2/2/2/2//2/2////20/0/0/0/0/0/0/0/0/0/0/0/0/0//2020202020202020020202020200022222222222222222222222222222220 59+00.004700.004710.004720.004730.004700.004710.004720.004730.000.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.000.00-10.00-20.00-30.00-40.00-50.00-60.00-70.00-80.0059+14.114700.004710.004720.004730.004700.004710.004720.004730.000.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.000.00-10.00-20.00-30.00-40.00-50.00-60.00-70.00-80.0058+62.164700.004710.004720.004730.004700.004710.004720.004730.000.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.000.00-10.00-20.00-30.00-40.00-50.00-60.00-70.00-80.00OFFSET = -82.32ELEV = 4709.89OFFSET = 27.76ELEV = 4711.22OFFSET = -83.45ELEV = 4709.80OFFSET = 26.35ELEV = 4711.09OFFSET = -78.30ELEV = 4710.12OFFSET = 32.44ELEV = 4711.6018.18' RT, 4711.06 TBC0.00' CL, 4711.1723.15%-0.85%-25.00%3.00%-3.00%1.70%17.28' RT, 4710.94 TBC0.00' CL, 4711.0323.14%-0.76%-25.00%3.00%-3.00%1.69%20.90' RT, 4711.37 TBC0.00' CL, 4711.5724.32%-1.19%-25.00%3.00%-3.00%1.98%29.20' LT, 4708.7370.55' LT, 4708.2328.85' LT, 4708.2973.77' LT, 4707.9128.70' LT, 4708.1474.76' LT, 4707.7915.61' LT, 4712.0415.30' LT, 4711.6315.19' LT, 4711.48ORIGINAL ELEV. = 4711.12DESIGN ELEV. = 4711.17ORIGINAL ELEV. = 4710.98DESIGN ELEV. = 4711.03ORIGINAL ELEV. = 4711.56DESIGN ELEV. = 4711.57VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2022COPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\0417\085 - COTTONWOOD ROAD\ACAD\CIVIL\WORKSHEET\0417085_ROAD-WRKSHT.DWG PLOTTED BY:BRYAN VANDERLOOS ON Apr/20/2022REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsCOTTONWOOD ROAD (OAK TO BAXTER)BOZEMANMTCOTTONWOOD ROAD CROSS SECTIONS: STA 58+62.16 - 59+14.110417.085123XS-23BEVBEVJRN04/2022SWF04/2022#################10 205100SCALE IN FEETGENERAL NOTES1. CROSS SECTIONS PROVIDED ATDRIVEWAY LOCATIONS DISPLAYTYPICAL SECTION OF CURB &GUTTER, BOULEVARD, ANDSIDEWALKS FROM TBC TODAYLIGHT. CONTRACTOR SHALLCONSTRUCT TRANSITIONS FORDRIVEWAY APRONS PER COB STD.DWG.'S 02529-11 AND 02529-12.04/20/2022RECORD DRAWING040404040404040404404044444/2/2/2/2/2/2/2/2/2/2//2/2////20/0/0/0/0/0/0/0/0/0/0/0/0/0//2020202020202020020202020200022222222222222222222222222222220 59+50.004700.004710.004720.004730.004700.004710.004720.004730.000.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.000.00-10.00-20.00-30.00-40.00-50.00-60.00-70.00-80.0059+62.494700.004710.004720.004730.004700.004710.004720.004730.000.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.000.00-10.00-20.00-30.00-40.00-50.00-60.00-70.00-80.00-90.0059+56.674700.004710.004720.004730.004700.004710.004720.004730.000.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.000.00-10.00-20.00-30.00-40.00-50.00-60.00-70.00-80.00OFFSET = -84.14ELEV = 4709.55OFFSET = 24.47ELEV = 4710.77OFFSET = -84.15ELEV = 4709.52OFFSET = 24.37ELEV = 4710.70OFFSET = -84.10ELEV = 4709.49OFFSET = 24.34ELEV = 4710.6416.08' RT, 4710.61 TBC0.00' CL, 4710.6625.81%-0.49%-24.94%-25.00%3.00%-3.00%1.95%15.97' LT, 4711.36 TBC15.97' RT, 4710.48 TBC0.00' CL, 4710.5315.94' LT, 4711.38 TBC15.99' RT, 4710.54 TBC0.00' CL, 4710.59-0.50%-33.00%3.00%-3.00%1.95%23.17' LT, 4709.0028.20' LT, 4707.7476.29' LT, 4707.5022.33' LT, 4709.0027.32' LT, 4707.7576.17' LT, 4707.5114.02' LT, 4711.08ORIGINAL ELEV. = 4710.63DESIGN ELEV. = 4710.66ORIGINAL ELEV. = 4710.57DESIGN ELEV. = 4710.59-24.83%25.65%25.51%-0.50%-25.00%-30.03%3.33%-3.00%1.97%ORIGINAL ELEV. = 4710.51DESIGN ELEV. = 4710.5323.84' LT, 4709.0028.86' LT, 4707.7476.31' LT, 4707.50VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2022COPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\0417\085 - COTTONWOOD ROAD\ACAD\CIVIL\WORKSHEET\0417085_ROAD-WRKSHT.DWG PLOTTED BY:BRYAN VANDERLOOS ON Apr/20/2022REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsCOTTONWOOD ROAD (OAK TO BAXTER)BOZEMANMTCOTTONWOOD ROAD CROSS SECTIONS: STA 59+50.00 - 59+62.490417.085124XS-24BEVBEVJRN04/2022SWF04/2022#################10 205100SCALE IN FEETGENERAL NOTES1. CROSS SECTIONS PROVIDED ATDRIVEWAY LOCATIONS DISPLAYTYPICAL SECTION OF CURB &GUTTER, BOULEVARD, ANDSIDEWALKS FROM TBC TODAYLIGHT. CONTRACTOR SHALLCONSTRUCT TRANSITIONS FORDRIVEWAY APRONS PER COB STD.DWG.'S 02529-11 AND 02529-12.04/20/2022RECORD DRAWING040404040404040404404044444/2/2/2/2/2/2/2/2/2/2//2/2////20/0/0/0/0/0/0/0/0/0/0/0/0/0//2020202020202020020202020200022222222222222222222222222222220 59+75.004700.004710.004720.004730.004700.004710.004720.004730.000.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.000.00-10.00-20.00-30.00-40.00-50.00-60.00-70.00-80.00-90.00OFFSET = -83.94ELEV = 4709.42OFFSET = 24.34ELEV = 4710.5215.96' LT, 4711.33 TBC15.97' RT, 4710.35 TBC0.00' CL, 4710.40ORIGINAL ELEV. = 4710.40DESIGN ELEV. = 4710.4030.39' LT, 4707.7476.31' LT, 4707.5025.13%-0.52%-25.03%4.03%-3.00%2.07%VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2022COPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\0417\085 - COTTONWOOD ROAD\ACAD\CIVIL\WORKSHEET\0417085_ROAD-WRKSHT.DWG PLOTTED BY:BRYAN VANDERLOOS ON Apr/20/2022REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsCOTTONWOOD ROAD (OAK TO BAXTER)BOZEMANMTCOTTONWOOD ROAD CROSS SECTIONS: STA 59+75.000417.085125XS-25BEVBEVJRN04/2022SWF04/2022#################10 205100SCALE IN FEETGENERAL NOTES1. CROSS SECTIONS PROVIDED ATDRIVEWAY LOCATIONS DISPLAYTYPICAL SECTION OF CURB &GUTTER, BOULEVARD, ANDSIDEWALKS FROM TBC TODAYLIGHT. CONTRACTOR SHALLCONSTRUCT TRANSITIONS FORDRIVEWAY APRONS PER COB STD.DWG.'S 02529-11 AND 02529-12.04/20/2022RECORD DRAWING040404040404040404404044444/2/2/2/2/2/2/2/2/2/2//2/2////20/0/0/0/0/0/0/0/0/0/0/0/0/0//2020202020202020020202020200022222222222222222222222222222220 197+50.004700.004710.004720.004730.004700.004710.004720.004730.000.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.000.00-10.00-20.00-30.00-40.00-50.00-60.00-70.00-80.00197+20.314700.004710.004720.004730.004700.004710.004720.004730.000.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.000.00-10.00-20.00-30.00-40.00-50.00-60.00-70.00-80.00198+00.004700.004710.004720.004730.004700.004710.004720.004730.000.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.000.00-10.00-20.00-30.00-40.00-50.00-60.00-70.00-80.000.00' CL, 4712.160.00' CL, 4712.1628.91' LT, 4708.8429.89' RT, 4708.19OFFSET = -29.37ELEV = 4711.91OFFSET = 28.41ELEV = 4706.93OFFSET = -35.96ELEV = 4710.60OFFSET = 29.99ELEV = 4708.21OFFSET = -36.35ELEV = 4710.93OFFSET = 39.46ELEV = 4710.560.00' CL, 4711.980.00' CL, 4711.980.00' CL, 4712.460.00' CL, 4712.4629.15' LT, 4709.1331.03' RT, 4708.450.00' CL, 4712.460.00' CL, 4712.4629.15' LT, 4709.1331.03' RT, 4708.45-47.86%25.00%-5.00%-25.00%-3.00%-3.00%-25.00%25.00%-5.00%-25.00%-3.00%-3.00%-25.00%25.00%20.26' LT, 4709.81ORIGINAL ELEV. = 4711.98DESIGN ELEV. = 4711.98ORIGINAL ELEV. = 4712.14DESIGN ELEV. = 4712.16ORIGINAL ELEV. = 4712.40DESIGN ELEV. = 4712.4612.17' LT, 4711.6111.62' RT, 4711.63-3.00%-3.00%12.31' LT, 4711.7912.29' RT, 4711.7913.42' RT, 4712.0512.55' LT, 4712.082.86%-5.00%-5.00%22.25' RT, 4706.5522.91' LT, 4709.1425.89' RT, 4708.3923.15' LT, 4709.4327.03' RT, 4708.65VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2022COPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\PROJECTS\0417\085 - COTTONWOOD ROAD\ACAD\CIVIL\WORKSHEET\0417085_ROAD-WRKSHT.DWG PLOTTED BY:BEN SLAKEY ON Nov/21/2022REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsCOTTONWOOD ROAD (OAK TO BAXTER)BOZEMANMTBAXTER LANE CROSS SECTIONS: STA 197+20.31 - 198+00.000417.085126XS-26BEVBEVJRN11/2022SWF11/2022#################10 20510 0SCALE IN FEETGENERAL NOTES1. CROSS SECTIONS PROVIDED ATDRIVEWAY LOCATIONS DISPLAYTYPICAL SECTION OF CURB &GUTTER, BOULEVARD, ANDSIDEWALKS FROM TBC TODAYLIGHT. CONTRACTOR SHALLCONSTRUCT TRANSITIONS FORDRIVEWAY APRONS PER COB STD.DWG.'S 02529-11 AND 02529-12.11/21/2022DRDARECORD DRAWING111111111111111111111111111/2/2/2/2/2/2/2/2/2/2//2/2////21/1/1/1////////////2020202020202020020202020200022222222222222222222222222222222 198+50.004700.004710.004720.004730.004700.004710.004720.004730.000.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.000.00-10.00-20.00-30.00-40.00-50.00-60.00-70.00-80.00199+00.004700.004710.004720.004730.004700.004710.004720.004730.000.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.000.00-10.00-20.00-30.00-40.00-50.00-60.00-70.00-80.00199+50.004700.004710.004720.004730.004700.004710.004720.004730.000.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.000.00-10.00-20.00-30.00-40.00-50.00-60.00-70.00-80.00OFFSET = -36.81ELEV = 4711.21OFFSET = 42.37ELEV = 4711.34OFFSET = -38.18ELEV = 4711.70OFFSET = 44.86ELEV = 4712.13OFFSET = -39.59ELEV = 4712.21OFFSET = 47.75ELEV = 4713.010.00' CL, 4712.760.00' CL, 4712.7629.63' LT, 4709.4131.93' RT, 4708.730.00' CL, 4713.110.00' CL, 4713.1130.34' LT, 4709.7432.59' RT, 4709.060.00' CL, 4713.460.00' CL, 4713.4631.05' LT, 4710.0733.25' RT, 4709.3925.00%-5.00%-25.00%-3.00%-3.00%-25.00%25.00%25.00%-5.00%-25.00%-3.00%-3.00%-25.00%25.00%25.00%-5.00%-25.00%-3.00%-3.00%-25.00%25.00%ORIGINAL ELEV. = 4712.80DESIGN ELEV. = 4712.76ORIGINAL ELEV. = 4713.41DESIGN ELEV. = 4713.11ORIGINAL ELEV. = 4714.17DESIGN ELEV. = 4713.4614.32' RT, 4712.3313.02' LT, 4712.3714.98' RT, 4712.6613.73' LT, 4712.7015.64' RT, 4712.9914.44' LT, 4713.02-5.00%-5.00%-5.00%27.93' RT, 4708.9323.63' LT, 4709.7124.34' LT, 4710.0428.59' RT, 4709.2629.25' RT, 4709.5925.05' LT, 4710.37VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2022COPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\0417\085 - COTTONWOOD ROAD\ACAD\CIVIL\WORKSHEET\0417085_ROAD-WRKSHT.DWG PLOTTED BY:BRYAN VANDERLOOS ON Apr/20/2022REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsCOTTONWOOD ROAD (OAK TO BAXTER)BOZEMANMTBAXTER LANE CROSS SECTIONS: STA 198+50.00 - 199+50.000417.085127XS-27BEVBEVJRN04/2022SWF04/2022#################10 205100SCALE IN FEETGENERAL NOTES1. CROSS SECTIONS PROVIDED ATDRIVEWAY LOCATIONS DISPLAYTYPICAL SECTION OF CURB &GUTTER, BOULEVARD, ANDSIDEWALKS FROM TBC TODAYLIGHT. CONTRACTOR SHALLCONSTRUCT TRANSITIONS FORDRIVEWAY APRONS PER COB STD.DWG.'S 02529-11 AND 02529-12.04/20/2022DRECORD DRAWING040404040404040404404044444/2/2/2/2/2/2/2/2/2/2//2/2////20/0/0/0/0/0/0/0/0/0/0/0/0/0//2020202020202020020202020200022222222222222222222222222222220 201+00.004700.004710.004720.004730.004700.004710.004720.004730.000.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.000.00-10.00-20.00-30.00-40.00-50.00-60.00-70.00-80.00200+00.004700.004710.004720.004730.004700.004710.004720.004730.000.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.000.00-10.00-20.00-30.00-40.00-50.00-60.00-70.00-80.00200+50.004700.004710.004720.004730.004700.004710.004720.004730.000.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.000.00-10.00-20.00-30.00-40.00-50.00-60.00-70.00-80.000.00' CL, 4714.510.00' CL, 4714.5133.19' LT, 4711.0635.23' RT, 4710.38OFFSET = -40.76ELEV = 4712.65OFFSET = 51.84ELEV = 4714.20OFFSET = -41.02ELEV = 4712.87OFFSET = 53.10ELEV = 4714.68OFFSET = -40.93ELEV = 4713.00OFFSET = 52.99ELEV = 4714.820.00' CL, 4713.810.00' CL, 4713.8131.76' LT, 4710.4033.91' RT, 4709.720.00' CL, 4714.160.00' CL, 4714.1632.47' LT, 4710.7334.57' RT, 4710.0525.00%-5.00%-25.00%-3.00%-3.00%-25.00%25.00%25.00%-5.00%-25.00%-3.00%-3.00%-25.00%25.00%25.00%-5.00%-25.00%-3.00%-3.00%-25.00%25.00%ORIGINAL ELEV. = 4714.82DESIGN ELEV. = 4713.81ORIGINAL ELEV. = 4715.26DESIGN ELEV. = 4714.16ORIGINAL ELEV. = 4715.40DESIGN ELEV. = 4714.5116.31' RT, 4713.3215.16' LT, 4713.3516.97' RT, 4713.6515.87' LT, 4713.6817.63' RT, 4713.9816.58' LT, 4714.0130.00' RT, 4709.9125.76' LT, 4710.70-5.00%-5.00%30.57' RT, 4710.2526.47' LT, 4711.0327.19' LT, 4711.3631.23' RT, 4710.58-5.00%VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2022COPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\0417\085 - COTTONWOOD ROAD\ACAD\CIVIL\WORKSHEET\0417085_ROAD-WRKSHT.DWG PLOTTED BY:BRYAN VANDERLOOS ON Apr/20/2022REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsCOTTONWOOD ROAD (OAK TO BAXTER)BOZEMANMTBAXTER LANE CROSS SECTIONS: STA 200+00.00 - 201+00.000417.085128XS-28BEVBEVJRN04/2022SWF04/2022#################10 205100SCALE IN FEETGENERAL NOTES1. CROSS SECTIONS PROVIDED ATDRIVEWAY LOCATIONS DISPLAYTYPICAL SECTION OF CURB &GUTTER, BOULEVARD, ANDSIDEWALKS FROM TBC TODAYLIGHT. CONTRACTOR SHALLCONSTRUCT TRANSITIONS FORDRIVEWAY APRONS PER COB STD.DWG.'S 02529-11 AND 02529-12.04/20/2022RECORD DRAWING040404040404040404404044444/2/2/2/2/2/2/2/2/2/2//2/2////20/0/0/0/0/0/0/0/0/0/0/0/0/0//2020202020202020020202020200022222222222222222222222222222220 201+50.004700.004710.004720.004730.004700.004710.004720.004730.000.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.000.00-10.00-20.00-30.00-40.00-50.00-60.00-70.00-80.00202+00.004700.004710.004720.004730.004700.004710.004720.004730.000.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.000.00-10.00-20.00-30.00-40.00-50.00-60.00-70.00-80.00202+50.004700.004710.004720.004730.004700.004710.004720.004730.000.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.000.00-10.00-20.00-30.00-40.00-50.00-60.00-70.00-80.00OFFSET = -40.76ELEV = 4713.24OFFSET = 51.43ELEV = 4714.73OFFSET = -64.58ELEV = 4712.06OFFSET = 56.75ELEV = 4714.61OFFSET = -69.06ELEV = 4711.86OFFSET = 61.81ELEV = 4714.040.00' CL, 4714.990.00' CL, 4714.9933.90' LT, 4711.5235.89' RT, 4710.8422.20' RT, 4715.50 TBC21.02' LT, 4715.54 TBC25.75' RT, 4716.27 TBC24.25' LT, 4716.31 TBC25.75' RT, 4716.27 TBC24.25' LT, 4716.31 TBC25.75' RT, 4716.27 TBC25.00%-5.00%-25.00%-3.00%-3.00%-25.00%25.00%-24.98%1.51%2.10%1.55%-3.00%-3.00%1.51%2.32%1.61%-24.98%1.51%2.17%-3.00%-3.00%2.49%1.28%-25.01%ORIGINAL ELEV. = 4715.35DESIGN ELEV. = 4714.99ORIGINAL ELEV. = 4715.23DESIGN ELEV. = 4715.74ORIGINAL ELEV. = 4715.10DESIGN ELEV. = 4716.6118.29' RT, 4714.4417.29' LT, 4714.4735.19' LT, 4715.7641.80' LT, 4715.9047.32' LT, 4715.9848.83' LT, 4716.0037.73' RT, 4715.7345.63' RT, 4715.9051.20' RT, 4715.9950.75' RT, 4716.8143.75' RT, 4716.7249.28' LT, 4716.8142.25' LT, 4716.7031.89' RT, 4711.0427.90' LT, 4711.82-5.00%VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2022COPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\0417\085 - COTTONWOOD ROAD\ACAD\CIVIL\WORKSHEET\0417085_ROAD-WRKSHT.DWG PLOTTED BY:BRYAN VANDERLOOS ON Apr/20/2022REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsCOTTONWOOD ROAD (OAK TO BAXTER)BOZEMANMTBAXTER LANE CROSS SECTIONS: STA 201+50.00 - 202+50.000417.085129XS-29BEVBEVJRN04/2022SWF04/2022#################10 205100SCALE IN FEETGENERAL NOTES1. CROSS SECTIONS PROVIDED ATDRIVEWAY LOCATIONS DISPLAYTYPICAL SECTION OF CURB &GUTTER, BOULEVARD, ANDSIDEWALKS FROM TBC TODAYLIGHT. CONTRACTOR SHALLCONSTRUCT TRANSITIONS FORDRIVEWAY APRONS PER COB STD.DWG.'S 02529-11 AND 02529-12.04/20/2022RECORD DRAWING040404040404040404404044444/2/2/2/2/2/2/2/2/2/2//2/2////20/0/0/0/0/0/0/0/0/0/0/0/0/0//2020202020202020020202020200022222222222222222222222222222220 203+00.004700.004710.004720.004730.004700.004710.004720.004730.000.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.000.00-10.00-20.00-30.00-40.00-50.00-60.00-70.00-80.00203+19.734700.004710.004720.004730.004700.004710.004720.004730.000.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.000.00-10.00-20.00-30.00-40.00-50.00-60.00-70.00-80.00203+50.004700.004710.004720.004730.004700.004710.004720.004730.000.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.000.00-10.00-20.00-30.00-40.00-50.00-60.00-70.00-80.00OFFSET = 66.30ELEV = 4713.60OFFSET = -74.83ELEV = 4711.37OFFSET = 67.43ELEV = 4713.58OFFSET = -76.10ELEV = 4711.37OFFSET = 67.07ELEV = 4713.54OFFSET = -76.54ELEV = 4711.3922.70' RT, 4717.09 TBC2.27' RT, 4717.72 TBC4.09' LT, 4717.66 TBC19.76' LT, 4717.18 TBC20.00' RT, 4717.45 TBC2.48' RT, 4717.99 TBC4.33' LT, 4717.93 TBC20.54' LT, 4717.44 TBC20.30' RT, 4717.87 TBC3.29' RT, 4718.39 TBC4.50' LT, 4718.35 TBC22.32' LT, 4717.81 TBC-24.98%-24.98%1.52%1.41%-3.00%-3.00%2.77%-25.02%-24.98%-24.98%1.52%1.76%-3.00%-3.00%1.50%-24.82%-25.03%1.42%2.12%-3.00%-3.00%1.57%1.24%-24.15%-24.14%ORIGINAL ELEV. = 4715.02DESIGN ELEV. = 4717.70ORIGINAL ELEV. = 4715.03DESIGN ELEV. = 4717.97ORIGINAL ELEV. = 4715.12DESIGN ELEV. = 4718.3750.24' RT, 4717.6247.81' RT, 4717.5943.24' RT, 4717.5534.82' RT, 4717.3226.28' RT, 4717.1427.40' RT, 4716.8634.28' RT, 4717.1249.76' LT, 4717.6348.76' LT, 4717.6140.54' LT, 4717.4950.01' RT, 4717.9049.01' RT, 4717.8939.74' RT, 4717.7638.48' RT, 4717.7049.00' LT, 4717.9050.00' LT, 4717.9239.00' LT, 4717.7545.12' LT, 4717.8447.31' RT, 4718.2645.31' RT, 4718.2336.18' RT, 4718.1238.23' LT, 4718.1548.25' LT, 4718.2949.23' LT, 4718.30VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2022COPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\PROJECTS\0417\085 - COTTONWOOD ROAD\ACAD\CIVIL\WORKSHEET\0417085_ROAD-WRKSHT.DWG PLOTTED BY:BEN SLAKEY ON Nov/21/2022REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsCOTTONWOOD ROAD (OAK TO BAXTER)BOZEMANMTBAXTER LANE CROSS SECTIONS: STA 203+00.00 - 203+50.000417.085130XS-30BEVBEVJRN11/2022SWF11/2022#################10 20510 0SCALE IN FEETGENERAL NOTES1. CROSS SECTIONS PROVIDED ATDRIVEWAY LOCATIONS DISPLAYTYPICAL SECTION OF CURB &GUTTER, BOULEVARD, ANDSIDEWALKS FROM TBC TODAYLIGHT. CONTRACTOR SHALLCONSTRUCT TRANSITIONS FORDRIVEWAY APRONS PER COB STD.DWG.'S 02529-11 AND 02529-12.2. SEE GRADING DETAIL SHEETSGR-12 THROUGH GR-14 FORSPECIFIC PLAN GRADES FROMSTATION 203+50.00 - 208+27.83.11/21/2022DRECORD DRAWING111111111111111111111111111/2/2/2/2/2/2/2/2/2/2//2/2////21/1/1/1////////////2020202020202020020202020200022222222222222222222222222222222 208+27.834710.004720.004730.004740.004710.004720.004730.004740.000.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.000.00-10.00-20.00-30.00-40.00-50.00-60.00-70.00-80.00209+00.004710.004720.004730.004740.004710.004720.004730.004740.000.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.000.00-10.00-20.00-30.00-40.00-50.00-60.00-70.00-80.00209+25.004710.004720.004730.004740.004710.004720.004730.004740.000.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.000.00-10.00-20.00-30.00-40.00-50.00-60.00-70.00-80.00OFFSET = -47.98ELEV = 4717.37OFFSET = 46.52ELEV = 4719.04OFFSET = 44.64ELEV = 4719.20OFFSET = -26.82ELEV = 4718.74OFFSET = 41.22ELEV = 4719.17OFFSET = -26.18ELEV = 4718.751.14%-2.63%1.34%1.48%-3.00%-3.00%8.06%ORIGINAL ELEV. = 4719.17DESIGN ELEV. = 4719.30ORIGINAL ELEV. = 4719.34DESIGN ELEV. = 4718.60-3.00%-3.00%6.24%ORIGINAL ELEV. = 4719.37DESIGN ELEV. = 4718.4819.76' LT, 4718.7724.81' LT, 4718.8532.89' LT, 4719.0041.00' LT, 4719.1122.03' RT, 4718.7235.15' RT, 4718.9646.15' RT, 4719.13-25.00%3.50' RT, 4719.314.35' LT, 4719.2924.90' LT, 4718.2923.72' RT, 4717.9228.46' RT, 4718.3927.58' RT, 4718.05-3.00%25.00' RT, 4718.16 TBC25.00' LT, 4718.16 TBC25.00' LT, 4718.16VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2023COPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\0417\085 - COTTONWOOD ROAD\ACAD\CIVIL\WORKSHEET\0417085_ROAD-WRKSHT.DWG PLOTTED BY:BRYAN VANDERLOOS ON Oct/30/2023REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsCOTTONWOOD ROAD (OAK TO BAXTER)BOZEMANMTBAXTER LANE CROSS SECTIONS: STA 208+27.83 - 209+25.000417.085131XS-31BEVBEVJRN11/2022SWF11/20221 REVISED SPLITTER ISLAND & CROSS SECTION AT STA. 209+00.00 10/30/23BEV10 20510 0SCALE IN FEETGENERAL NOTES1. CROSS SECTIONS PROVIDED ATDRIVEWAY LOCATIONS DISPLAYTYPICAL SECTION OF CURB &GUTTER, BOULEVARD, ANDSIDEWALKS FROM TBC TODAYLIGHT. CONTRACTOR SHALLCONSTRUCT TRANSITIONS FORDRIVEWAY APRONS PER COB STD.DWG.'S 02529-11 AND 02529-12.10/30/2023RECORD DRAWING101010101010101010010100000/3/3/3/3/3/3/3/3/3/3//3/3////30/0/0/0/0/0/0/0/0/0/0/0/0/0//2020202020202020020202020200023232323232323232323232323232333 209+50.004710.004720.004730.004740.004710.004720.004730.004740.000.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.000.00-10.00-20.00-30.00-40.00-50.00-60.00-70.00-80.00210+00.004710.004720.004730.004740.004710.004720.004730.004740.000.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.000.00-10.00-20.00-30.00-40.00-50.00-60.00-70.00-80.00OFFSET = -26.04ELEV = 4718.80OFFSET = 41.57ELEV = 4719.09OFFSET = -25.16ELEV = 4718.60OFFSET = 42.29ELEV = 4719.1625.00' RT, 4718.28 TBC25.00' LT, 4718.28 TBC25.00' LT, 4718.2825.00' RT, 4718.64 TBC25.00' LT, 4718.64 TBC25.00' LT, 4718.64-3.00%-3.00%4.89%-3.00%-3.00%3.03%ORIGINAL ELEV. = 4719.32DESIGN ELEV. = 4718.60ORIGINAL ELEV. = 4719.15DESIGN ELEV. = 4718.95210+25.004710.004720.004730.004740.004710.004720.004730.004740.000.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.000.00-10.00-20.00-30.00-40.00-50.00-60.00-70.00-80.0025.00' RT, 4718.81 TBC25.00' LT, 4718.81 TBC25.00' LT, 4718.8125.00' RT, 4718.81 TBC25.00' LT, 4718.81 TBC25.00' LT, 4718.81-3.00%-3.00%1.96%OFFSET = -25.10ELEV = 4718.79OFFSET = 42.65ELEV = 4719.16ORIGINAL ELEV. = 4719.19DESIGN ELEV. = 4719.13VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2022COPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\0417\085 - COTTONWOOD ROAD\ACAD\CIVIL\WORKSHEET\0417085_ROAD-WRKSHT.DWG PLOTTED BY:BRYAN VANDERLOOS ON Apr/20/2022REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsCOTTONWOOD ROAD (OAK TO BAXTER)BOZEMANMTBAXTER LANE CROSS SECTIONS: STA 209+50.00 - 210+25.000417.085132XS-32BEVBEVJRN04/2022SWF04/2022#################10 205100SCALE IN FEETGENERAL NOTES1. CROSS SECTIONS PROVIDED ATDRIVEWAY LOCATIONS DISPLAYTYPICAL SECTION OF CURB &GUTTER, BOULEVARD, ANDSIDEWALKS FROM TBC TODAYLIGHT. CONTRACTOR SHALLCONSTRUCT TRANSITIONS FORDRIVEWAY APRONS PER COB STD.DWG.'S 02529-11 AND 02529-12.04/20/2022RECORD DRAWING040404040404040404404044444/2/2/2/2/2/2/2/2/2/2//2/2////20/0/0/0/0/0/0/0/0/0/0/0/0/0//2020202020202020020202020200022222222222222222222222222222220 210+50.004710.004720.004730.004740.004710.004720.004730.004740.000.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.000.00-10.00-20.00-30.00-40.00-50.00-60.00-70.00-80.00OFFSET = -31.72ELEV = 4717.21OFFSET = 43.00ELEV = 4719.1425.00' RT, 4718.93 TBC24.88' LT, 4718.92 TBC24.88' LT, 4718.92-25.00%-3.30%-3.25%1.18%ORIGINAL ELEV. = 4719.31DESIGN ELEV. = 4719.31VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2022COPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\0417\085 - COTTONWOOD ROAD\ACAD\CIVIL\WORKSHEET\0417085_ROAD-WRKSHT.DWG PLOTTED BY:BRYAN VANDERLOOS ON Apr/20/2022REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsCOTTONWOOD ROAD (OAK TO BAXTER)BOZEMANMTBAXTER LANE CROSS SECTIONS: STA 210+50.000417.085133XS-33BEVBEVJRN04/2022SWF04/2022#################10 205100SCALE IN FEETGENERAL NOTES1. CROSS SECTIONS PROVIDED ATDRIVEWAY LOCATIONS DISPLAYTYPICAL SECTION OF CURB &GUTTER, BOULEVARD, ANDSIDEWALKS FROM TBC TODAYLIGHT. CONTRACTOR SHALLCONSTRUCT TRANSITIONS FORDRIVEWAY APRONS PER COB STD.DWG.'S 02529-11 AND 02529-12.04/20/2022DRECORD DRAWING040404040404040404404044444/2/2/2/2/2/2/2/2/2/2//2/2////20/0/0/0/0/0/0/0/0/0/0/0/0/0//2020202020202020020202020200022222222222222222222222222222220