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Home My WebLink AboutReeves Road Improvement Plan for Les Schwab Tire Center RECORD DRAWINGS_2026.04.17RECORD DRAWINGS REEVES ROAD IMPROVEMENTS PLAN PREPARED FOR LES SCHWAB TIRE CENTER BOZEMAN, MT 1100 Reeves Rd W, Bozeman, MT 59718 SITE MAP VICINITY & ZONING MAP (1" = 600') N 0 60 SCALE IN FEET 120 OWNER Les Scwab Tire Centers P.O. Box 5350 Bend, Oregon 97708-5350City, State Zip N CIVIL ENGINEER Graham Engineering LLC Contact: Zack Graham Bozeman, Montana 59718 Phone: 406-624-2686 LANDSCAPE ARCHITECT Land Design, Inc. Contact: Michael Verseman 1670 South 48th Street West Billings, MT 59106 Phone: 406-655-3550 DRAWING:Print Date:Copyright 2022, Graham Engineering LLC9/30/2026 3:32 PMZ:\PROJECTS\LESSCHWAB\23016_LSMT_BZNPOSTOCC\CAD\INFRASTRUCTURE\C001-BZNPOSTOCC_COVER.DWG DRAWING NUMBER:Checked:Drawn:PROJECT NO:GRAHAM ENGINEERING LLCDATE DESCRIPTION REVISIONS This drawing and all related documents (including those on electronic media) were prepared by GRAHAMENGINEERING LLC, except as noted otherwise herein, as instruments of service, and shall remain the property ofGRAHAM ENGINEERING LLC. The information shown herein shall be used only by the client to whom the service arerendered and only for the purpose of constructing or installing the work as shown at the designated location and site.Any other use of said documents, including (without limitation) any reproduction or alteration, is strictly prohibited, andthe user shall hold harmless and indemnify GRAHAM ENGINEERING LLC from all liabilities which may arise fromsuch unauthorized use. Such use hall cause the waiver of expressed or implied warranties and shall serve anyliabilities which may arise from construction, use or result of such unauthorized use or changes.ORIGINAL DATE: PERMIT DATE: IFC DATE:COVER SHEETLES SCHWAB TIRE CENTERC001 ZWGTSDREEVES ROAD PLANBOZEMAN, MT23016_LSMT_BZNPOSTOCC11.14.2024 01.24.2025 F R O N T A G E R D F R O N T A G E R D CAMPBELL RDREEVES RDSPRINGHILL RDREEVES RDSPRINGHILL RDI N T ERS T A T E 9 0N 1 9 TH A V E PROJECT SITE (1" = 60') M-1 AMENDED PLAT OF LOTS 1A, 2, 3, AND 4A OF BLOCK 4 OF WALKER PROPERTY SUBDIVISION (A PLANNED UNIT DEVELOPMENT) ZONE B-2 COMMERCIAL AREA: 93,098 SF/2.14 ACRES SHEET INDEX SHEET NO.DESCRIPTION 1 C001 COVER SHEET 2 C002 GENERAL NOTES & LEGEND 3 C010 EXISTING CONDITIONS & DEMO PLAN 4 C100 OVERALL SITE PLAN 5 C101 REEVES ROAD PLAN 0+00 TO 2+50 6 C102 REEVES ROAD PLAN 2+50 TO 5+00 7 C103 REEVES ROAD PLAN 5+00 TO 7+26 8 C104 REEVES ROAD PLAN - GUTTER PROFILE 9 C201 GRADING PLAN 0+00 TO 2+50 10 C202 GRADING PLAN 2+50 TO 5+00 11 C203 GRADING PLAN 5+00 TO 7+26 12 C210 ROAD SECTIONS 13 C301 UTILITY PLAN 0+00 TO 2+50 14 C302 UTILITY PLAN 2+50 TO 5+00 15 C303 UTILITY PLAN 5+00 TO 7+26 16 C400 CIVIL DETAILS 17 C401 CIVIL DETAILS 13 C402 CIVIL DETAILS 4/17/26 RECORD DRAWINGS DRAWING:Print Date:Copyright 2022, Graham Engineering LLC4/17/2026 9:50 AMZ:\PROJECTS\LESSCHWAB\23016_LSMT_BZNPOSTOCC\CAD\INFRASTRUCTURE\C002-BZNPOSTOCC_NOTES.DWG DRAWING NUMBER:Checked:Drawn:PROJECT NO:GRAHAM ENGINEERING LLCDATE DESCRIPTION REVISIONS This drawing and all related documents (including those on electronic media) were prepared by GRAHAMENGINEERING LLC, except as noted otherwise herein, as instruments of service, and shall remain the property ofGRAHAM ENGINEERING LLC. The information shown herein shall be used only by the client to whom the service arerendered and only for the purpose of constructing or installing the work as shown at the designated location and site.Any other use of said documents, including (without limitation) any reproduction or alteration, is strictly prohibited, andthe user shall hold harmless and indemnify GRAHAM ENGINEERING LLC from all liabilities which may arise fromsuch unauthorized use. Such use hall cause the waiver of expressed or implied warranties and shall serve anyliabilities which may arise from construction, use or result of such unauthorized use or changes.ORIGINAL DATE: PERMIT DATE: IFC DATE:GENERAL NOTES & LEGENDLES SCHWAB TIRE CENTERC002 ZWGTSDREEVES ROAD PLANBOZEMAN, MT23016_LSMT_BZNPOSTOCC11.14.2024 01.24.2025 DETAIL NUMBER OR PROFILE LETTER DRAWING ON WHICH DETAIL APPEARS OR IS REFERENCED SECTION LETTER DRAWING ON WHICH DETAIL APPEARS OR IS REFERENCED 1 C401 LEGEND PROPERTY LINE EX. EASEMENT EX. MAJOR CONTOUR - 5' INTERVAL EX. MINOR CONTOUR - 1' INTERVAL EX. CABLE EX. BURIED POWER LINE EX. FIBER LINE EX. GAS LINE EX. SANITARY SEWER LINE EX. STORMWATER LINE EX. TELEPHONE LINE EX. WATER LINE EX. WATER SERVICE EX. FIRE LINE EX. FIRE HYDRANT EX. WATER SHUTOFF EX. SEWER MANHOLE EX. STORMWATER MANHOLE EX. STORMWATER CATCH BASIN EX. SIGN EX. LIGHT POLE ASPHALT SAWCUT CURB AND GUTTER TO BE REMOVED PROP. EASEMENT LIMITS OF DISTURBANCE PROP. MAJOR CONTOUR - 5' INTERVAL PROP. MINOR CONTOUR - 1' INTERVAL PROP. STORMWATER LINE PROP. STORM BASIN CONTOUR PROP. STORMWATER CATCH BASIN PROP. UNDERGROUND INFILTRATION PROP. CONCRETE PAVEMENT PROP. ASPHALT PAVEMENT ng STSTSTST D 1935 1934 ss bt wm fo bp 1935 1934 S 5966.19 TBC SPOT GRADE FEATURE INDICATOR SPOT GRADE tv DETAIL/SECTION INDICATORS GENERAL NOTES 1.ALL WORK AND MATERIALS PERTAINING TO CONSTRUCTION SHALL BE IN COMPLETE ACCORDANCE WITH THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS (MPWSS), LATEST EDITION. CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS SHALL SUPERCEDE. 2.CONTRACTOR SHALL BE RESPONSIBLE FOR STORM WATER QUALITY DURING CONSTRUCTION. CONTRACTOR SHALL OBTAIN AND COMPLY WITH ALL CURRENT REQUIREMENTS OF NPDES, AND LOCAL MS4 REQUIREMENTS (WHERE APPLICABLE). THE CONTRACTOR IS RESPONSIBLE FOR THE PREPARATION AND MAINTENANCE OF A SWPPP THROUGHOUT THE DURATION OF CONSTRUCTION UNTIL FINAL STABILIZATION IS ACHIEVED. 3.THE CONTRACTOR SHALL PROTECT ADJACENT PROPERTIES, PUBLIC AND PRIVATE, AT ALL TIMES DURING CONSTRUCTION. 4.CONTRACTOR TO PROTECT ALL EXISTING UTILITIES, SIGNS AND EXISTING STRUCTURES. THE CONTRACTOR IS RESPONSIBLE TO REPAIR BACK TO ORIGINAL OR BETTER CONDITION IF DAMAGE HAS OCCURRED DURING CONSTRUCTION. 5.CONTRACTOR SHALL REVIEW EXISTING CONDITIONS AND COORDINATE WITH OWNER, AHJ, AND ENGINEER PRIOR TO DEMOLITION ACTIVITIES. 6.TRAFFIC, BOTH VEHICULAR AND PEDESTRIAN SHALL BE PROTECTED BY EFFECTIVE BARRICADES AND SIGNS IN ACCORDANCE WITH THE MUTCD GUIDANCE. EFFECTIVE LIGHTING OF OBSTRUCTION SHALL BE PROVIDED AT NIGHT. 7.OWNER WILL SECURE ALL NECESSARY UTILITY PERMITS REQUIRED FOR THE COMPLETION OF THE PROJECT. CONTRACTOR SHALL PERFORM ALL WORK IN STRICT ACCORDANCE WITH PERMIT REQUIREMENTS. 8.UNLESS OTHERWISE INDICATED, ALL CONSTRUCTION STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LICENSED LAND SURVEYOR. 9.THE CONTRACTOR SHALL MAINTAIN ONE COMPLETE SET OF APPROVED DRAWINGS ON THE CONSTRUCTION SITE AT ALL TIMES. ANY APPROVED DEVIATIONS IN CONSTRUCTION FROM THE APPROVED DRAWINGS SHALL BE NOTED ON THIS SET. THE LOCATION AND DEPTH OF ALL UTILITIES ENCOUNTERED SHALL BE RECORDED AND KEPT UP TO DATE AT ALL TIMES AND AVAILABLE FOR INSPECTION BY THE OWNER'S REPRESENTATIVE UPON REQUEST. FAILURE TO COMPLY MAY RESULT IN DELAY IN PAYMENT AND/OR FINAL ACCEPTANCE OF THE PROJECT. 10.IF WITHIN ONE YEAR OF THE FINAL ACCEPTANCE BY THE OWNER, ANY WORK IS FOUND TO BE DEFECTIVE OR NOT IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND/OR DRAWINGS, AND UPON WRITTEN NOTICE FROM THE ENGINEER OR OWNER, THE CONTRACTOR SHALL CORRECT ANY WORK BEGINNING WITHIN SEVEN (7) CALENDAR DAYS OF RECEIPT OF NOTICE. SHOULD THE CONTRACTOR FAIL TO RESPOND TO THE WRITTEN NOTICE, THE OWNER MAY CORRECT THE WORK AT THE CONTRACTOR'S EXPENSE. 11.THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPORTING AND/OR EXPORTING ALL MATERIAL AS REQUIRED TO PROPERLY GRADE THIS SITE TO THE FINISHED ELEVATIONS SHOWN HERON AS WELL AS THE LEGAL DISPOSAL OF WASTE IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS. 12.CONTRACTOR IS RESPONSIBLE TO COORDINATE ALL SITE WORK WITH ALL OTHER TRADES. 13.SAFETY - NEITHER THE OWNER NOR THE ENGINEER WILL BE RESPONSIBLE FOR COMPLIANCE WITH SAFETY MEASURES OR REGULATIONS. THE CONTRACTOR SHALL DESIGN, CONSTRUCT, AND MAINTAIN ALL SAFETY DEVICES, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS, AND REGULATIONS. 14.THE CONTRACTOR IS RESPONSIBLE TO CALL 811 AT LEAST 2 WORKING DAYS PRIOR TO ANY EARTH DISTURBING ACTIVITIES OR UTILITY EXCAVATIONS. 15.THE CONTRACTOR SHALL PREPARE A TRAFFIC CONTROL PLAN AND SUBMIT TO THE CITY OF BOZEMAN ENGINEERING DEPARTMENT FOR REVIEW AND APPROVAL. 16.ANY EXISTING OR NEW VALVES WHICH CONTROL THE CITY OF BOZEMAN'S WATER SUPPLY SHALL BE OPERATED BY CITY OF BOZEMAN PERSONNEL ONLY. 17.THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 24 HOURS PRIOR TO BEGINNING ANY WORK. 18.CONTRACTOR SHALL FIELD-VERIFY LINE AND GRADE OF EXISTING CONDITIONS. SHOP AND FABRICATION NOTES 1.THE CONTRACTOR SHALL PREPARE AND SUBMIT FABRICATION DRAWINGS, DESIGN MIX INFORMATION, MATERIAL TESTING COMPLIANCE DATA, AND ANY OTHER PERTINENT DATA TO THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO PLACEMENT OF MATERIALS. FOLLOWING REVIEW, THE CONTRACTOR SHALL RESUBMIT COPIES OF ANY DRAWINGS WHICH REQUIRE REVISION OR CORRECTIONS. 2.ANY REVIEW BY THE ENGINEER WILL NOT RELIEVE THE CONTRACTOR FOR RESPONSIBILITY FOR ERRORS OR OMISSIONS, OR SCHEDULE REQUIREMENTS. THE CONTRACTOR SHALL REMAIN SOLELY RESPONSIBLE FOR FULL AND COMPLETE PERFORMANCE IN ACCORDANCE WITH THE TERMS, CONDITIONS, PROVISIONS, DRAWINGS, AND SPECIFICATIONS. ACCESS NOTES 1.CONTRACTOR SHALL COORDINATE ACCESS, STAGING AND STOCKPILE LOCATIONS WITH OWNER. 2.CONTRACTOR SHALL RESTORE DISTURBED AREAS TO PRE-CONSTRUCTION OR BETTER CONDITIONS. EXISTING UTILITY NOTES 1.EXISTING UNDERGROUND INSTALLATIONS AND PUBLIC UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER AND DEPICTED ON THESE PLANS TO A LEVEL OF QUALITY D IN ACCORDANCE WITH ASCE 38-02. 2.THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR LOCATING AND VERIFYING MATERIAL TYPES OF ALL EXISTING UTILITY INSTALLATIONS ABOVE AND BELOW GROUND IN ADVANCE OF THE PROJECT BY CONTACTING THEIR RESPECTING OWNERS. ALL COSTS RELATED TO LOCATING EXISTING UTILITIES ARE INCIDENTAL AND SHALL NOT BE PAID SEPARATELY. NOT ALL UTILITIES ARE IDENTIFIED ON THE PLANS. NOTIFY ENGINEER OF POTENTIAL CONFLICTS. 3.THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND THE CITY OF BOZEMAN A MINIMUM OF 5 BUSINESS DAYS PRIOR TO THE START OF CONSTRUCTION. GEOTECHNICAL REPORT 1.ALL GEOTECHNICAL RECOMMENDATIONS ARE TAKEN FROM THE REPORT TITLED "GEOTECHNICAL REPORT FOR: LES SCHWAB TIRE CENTER BOZEMAN, MONTANA" PREPARED BY ALLIED ENGINEERING SERVICES, INC. DATED 10/16/2018. 2.ALL REFERENCES MADE TO THE GEOTECHNICAL REPORT IN THIS PLAN SET SHALL CONSULT THE AFOREMENTIONED REPORT. SURVEY CONTROL ·BASIS OF BEARING: BEARINGS ARE BASED ON AN OPUS DERIVED GEODETIC NORTH, FROM THE NORTH AMERICAN DATUM OF 1983 (NAD83), VERTICAL DATUM: NAVD 88. ·BENCHMARK: FIRE HYDRANT ARROW BOLT - ELEVATION GENERATED BY NGS OPUS SOLUTION REPORT. ELEVATION = 4652.63 FEET (NAVD88 - COMPUTED USING GEOID12B) ABBREVIATIONSLEGEND 1 C400 CALLOUT @ AT AASHTO AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS AHJ AUTHORITIES HAVING JURISDICTION ANSI AMERICAN NATIONAL STANDARDS INSTITUTE APPROX APPROXIMATE ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS BC BACK OF CURB BM BENCHMARK BOT BOTTOM BP BURIED POWER BT BURIED TELEPHONE BW BOTTOM OF WALL C&G CURB & GUTTER CATV, TV CABLE TELEVISION CB CATCH BASIN CI CAST IRON ℄,CL CENTERLINE CMP CORRUGATED METAL PIPE CO CLEANOUT COB CITY OF BOZEMAN CONC CONCRETE D, DIA, Ø DIAMETER DG DECOMPOSED GRANITE DI DUCTILE IRON DIP DUCTILE IRON PIPE DOM DOMESTIC WATER DW DRIVEWAY DWG DRAWING EG EXISTING GRADE ELEC ELECTRIC EL, ELEV ELEVATION EOP, EP EDGE OF PAVEMENT ESCP EROSION AND SEDIMENT CONTROL PLAN EW EACH WAY EX EXISTING FC FACE OF CURB FDC FIRE DEPARTMENT CONNECTION FG FINISHED GRADE FH, HYD FIRE HYDRANT FL FLOW LINE FT FOOT, FEET G GAS GA GAUGE GM GAS METER GV GAS VALVE GW GUY WIRE HP HIGH PRESSURE IE INVERT ELEVATION INT INTERSECTION INV INVERT IRR IRRIGATION L LENGTH LAT LATITUDE LF LINEAL FOOT, LINEAR FOOT LS LANDSCAPING LT LEFT MAX MAXIMUM MEG MATCH EXISTING GRADE MH MANHOLE MIN MINIMUM MPWSS MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS MUTCD MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES MS4 MUNICIPAL SEPARATE STORM SEWER SYSTEM NPDES NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM NTS NOT TO SCALE OC ON CENTER OD OUTER DIAMETER OH, OHP OVERHEAD POWER OSHA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION PB PULL BOX PC POINT OF CURVATURE PIP PROTECT IN PLACE ⅊,PL PROPERTY LINE POC POINT OF CONNECTION PP POWER POLE PRC POINT OF REVERSE CURVE PROP PROPOSED PT POINT OF TANGENCY PVMT PAVEMENT RIM RIM OF MANHOLE LID OR GRATE ROW RIGHT OF WAY SF SQUARE FOOT, SQUARE FEET SP SPECIAL PROVISIONS SS SANITARY SEWER SSMH SANITARY SEWER MANHOLE ST STORM DRAIN STA STATION STCB STORM CATCH BASIN STCI STORM CURB INLET STD STANDARD STMH STORM MANHOLE STYD STORM YARD DRAIN SW SIDEWALK SWPPP STORMWATER POLLUTION PREVENTION PLAN SY SQUARE YARD T, TEL TELEPHONE TA TOP OF ASPHALT TBC TOP BACK OF CURB TC TOP OF CONCRETE TEMP TEMPORARY TRANS TRANSITION TW TOP OF WALL TYP TYPICAL USF US FOUNDRY VERT VERTICAL WM WATER MAIN WV WATER VALVE W/WITH Δ DELTA ws F F F F F HY DW S OD LOD LOD 1933 4/17/26 RECORD DRAWINGS D DD D D D D D D ST STST ST ST D D D 46 5 0 46 5 04650 46504645STSTSTSTSTST ST ST STSTSTSTST STSTSTST4 6 5 0 4 6 5 0 46 5 1 46 5 1 46 5 1 4652 46 5 2 46 5 0 46 5 1 4652 46 4 9 4648 46494652 4 6 5 2 4653bpbpbpbpbpbpHYDHYD H YDW SOW SOW SOW SOS S S S S ssssssssssss ssssssssss ss ss ss ss ss ss ss ss ss ss ssssss ss sssssswm wm wm wm wmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmw m wm wmwm wm w m w m w m w m w m w m wmwmWSOws wsws ws ng ng ng ngng ng ng ng ngngngngngngngbpbpfofofofofofo fo fo fo fo fo fo fo fo fo fo fobtbtbtbtbtbt bt bt btbtbtbtbt bt bt b t bt bt bt bt btbtbtbt bt bt bt bt btbt bt b t bt bt bt bt bt bt bt bt btbt bt bt bt bt bt bt bt bt bt bt bt bt bt bt bt bt bt bt bt bt bt bt bt bt bt tvbt btbt bt btbpbp bp bp bp bpb p bpbpbpbpbpbpbpbptvtv tv tvtvtv tv tv ng n g ngngng ng ng ng ngngngngngngngngngngYDHM T ssssssbt bt bt btbtbtOSWWVSSbp bp bp bp F F FF F F F F F F F ws ws ss ss ss ngWVFF C C C C wswsngngbtbtbpbpC C C L=197.197,R=155.136 D=072.8299 S21° 23 ' 01 .76"E332.032L=121.219,R=120.000D=057.8779S 5 3 ° 2 8 ' 0 7 . 8 6 " E 41 1 . 7 1 4S25° 43' 02.41"W30.040S25° 43' 02.41"W30.040L=258.844,R=557.500D=026.6021DRAWING:Print Date:Copyright 2024, Graham Engineering LLC4/17/2026 9:53 AMZ:\PROJECTS\LESSCHWAB\23016_LSMT_BZNPOSTOCC\CAD\INFRASTRUCTURE\C010-BZNPOSTOCC_DEMOPLAN.DWG DRAWING NUMBER:Checked:Drawn:PROJECT NO:GRAHAM ENGINEERING LLCDATE DESCRIPTION REVISIONS This drawing and all related documents (including those on electronic media) were prepared by GRAHAMENGINEERING LLC, except as noted otherwise herein, as instruments of service, and shall remain the property ofGRAHAM ENGINEERING LLC. The information shown herein shall be used only by the client to whom the service arerendered and only for the purpose of constructing or installing the work as shown at the designated location and site.Any other use of said documents, including (without limitation) any reproduction or alteration, is strictly prohibited, andthe user shall hold harmless and indemnify GRAHAM ENGINEERING LLC from all liabilities which may arise fromsuch unauthorized use. Such use hall cause the waiver of expressed or implied warranties and shall serve anyliabilities which may arise from construction, use or result of such unauthorized use or changes.ORIGINAL DATE: PERMIT DATE: IFC DATE:EXISTING CONDITIONS & DEMO PLANLES SCHWAB TIRE CENTERC010 ZWGTSDSITE PLAN MODIFICATIONBOZEMAN, MT23016_LSMT_BZNPOSTOCC11.14.2024 01.24.2025 0 30 SCALE IN FEET 60 N DEMOLITION NOTES LEGEND F R O N T A G E R D RE E V E S R D SPRINGHILL RDVEN T U R E W A Y E X . L E S S C H W A B T I R E C E N T E R E X . S T O R A G E B U I L D I N G PROPERTY LINE EX. EASEMENT EX. MAJOR CONTOUR - 5' INTERVAL EX. MINOR CONTOUR - 1' INTERVAL EX. CABLE EX. BURIED POWER LINE EX. FIBER LINE EX. GAS LINE EX. SANITARY SEWER LINE EX. STORMWATER LINE EX. TELEPHONE LINE EX. WATER LINE EX. WATER SERVICE EX. FIRE LINE EX. FIRE HYDRANT EX. WATER SHUTOFF EX. SEWER MANHOLE EX. STORMWATER MANHOLE EX. STORMWATER CATCH BASIN EX. SIGN EX. LIGHT POLE ASPHALT SAWCUT CURB AND GUTTER TO BE REMOVED ng D ss bt wm fo bp 1935 1934 S tv ws F F F F F HY D WS O1.THE CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ALL PROPERTY CORNERS AND PINS. 2.THE CONTRACTOR IS RESPONSIBLE FOR REPAIRS OF DAMAGE TO ANY EXISTING IMPROVEMENTS DURING CONSTRUCTION, SUCH AS, BUT NOT LIMITED TO DRAINAGE, UTILITIES, PAVEMENT, STRIPING, CURB, ETC. REPAIRS SHALL BE EQUAL OR BETTER THAN EXISTING CONDITIONS. 3.THE CONTRACTOR SHALL COMPLY TO THE FULLEST EXTENT OF THE LATEST STANDARDS OF OSHA DIRECTIVES OR ANY OTHER AHJ FOR EXCAVATING AND TRENCHING PROCEDURE. CONTRACTOR SHALL USE SUPPORT SYSTEMS, SLOPING, BENCHING, AND OTHER MEANS OF PROTECTION. THIS IS TO INCLUDE, BUT NOT LIMITED TO, ACCESS AND EGRESS FROM ALL EXCAVATION AND TRENCHING. CONTRACTOR IS RESPONSIBLE TO COMPLY WITH PERFORMANCE CRITERIA FOR OSHA. 4.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING THE PUBLIC DURING DEMOLITION, WHICH INCLUDES BUT IS NOT LIMITED TO CONSTRUCTION FENCING, BARRICADES, SIGNAGE, ETC. 5.THE CONTRACTOR IS RESPONSIBLE TO INSPECT THE SITE PRIOR TO BIDDING AND INCLUDE IN THE BID ANY AND ALL ITEMS TO BE REMOVED, DEMOLISHED, OR MAINTAINED AS NECESSARY FOR THE CONSTRUCTION OF THIS PROJECT WHETHER THEY ARE SHOWN ON THIS PLAN OR NOT. 6.PROVIDE POSITIVE DRAINAGE AT ALL TIMES WITHIN THE CONSTRUCTION AREA. DO NOT ALLOW WATER TO POND IN EXCAVATION AREAS, AND MAINTAIN ALL EXISTING DRAINAGE PATTERNS. 7.PROTECT ALL EX. UTILITIES IN PLACE, UNLESS OTHERWISE DIRECTED. SAWCUT AND REMOVE 0.5' OF EX. ASPHALT TO EOP SAWCUT AND REMOVE EX. ASPHALT TO EOP SAWCUT AND REMOVE EX. ASPHALT TO EOP RELOCATE EX. LIGHT POLE. SEE SHEET C302 FOR LOCATION REMOVE EXISTING SIGN, POST, AND BASE. RELOCATE SIGN PER C102 50.00' EX. LANDSCAPE BUFFER 1.00' EX. NO ACCESS EASEMENT 10.00' EX. UTILITY EASEMENT 60.00' ROW EX. SITE ACCESS EX. SITE ACCESS SAWCUT AND REMOVE EX. CONCRETE SIDEWALK AT JOINTS REMOVE EX. VEGETATION REMOVE EX. SIDEWALK. SAWCUT AT EDGES 10.00' EX. PUBLIC ACCESS EASEMENT EX. STORMWATER INFILTRATION BASIN. TOB = 4651.00' E X . S H A R E D U S E P A T HEX. SIDEWALKMDT PROPERTYM D T P R O P E R T Y SAWCUT AND REMOVE 0.5' OF EX. ASPHALT TO EOP SAWCUT AND REMOVE 0.5' OF EX. ASPHALT TO EOP SAWCUT AND REMOVE 0.5' OF EX. ASPHALT TO EOP EX. TREE TO BE REMOVED 10.00' EX. UTILITY EASEMENT EX. SITE ACCESS SAWCUT AND REMOVE EX. ASPHALT REMOVE EX. VEGETATION FOR STORM SWALE - SEE C203 4/17/26 RECORD DRAWINGS D DD D D D D D D D D D 6.0000 BOTTOM OF 12" COLLECTORPIPE OUTLET EL = 4644.71'BOTTOM OF 12" COLLECTORPIPE INVERT EL = 4644.74' TOP OF SLOTTED DRAININVERT EL = 4647.36'TOP OF SLOTTED DRAINOUTLET EL = 4647.33' BOTTOM OF 12" COLLECTOR PIPETO AREA INLET INV EL = 4644.70'HYDHYDH YDW SOW SOW SOW SOS S S S S WSOYDHM T OSWWVWVC C C C C C C 5 9 10 5 5 -0+00.00 1+0 0 . 0 0 2+00.003+00.004+00.005+00.006+00.007+00.007+ 2 6 . 3 8 0+50.00 1 + 5 0 . 0 0 2+50.003+50.004+50.005+50.006+50.00DRAWING:Print Date:Copyright 2022, Graham Engineering LLC4/17/2026 9:55 AMZ:\PROJECTS\LESSCHWAB\23016_LSMT_BZNPOSTOCC\CAD\INFRASTRUCTURE\C100-BZNPOSTOCC_SITEPLAN.DWG DRAWING NUMBER:Checked:Drawn:PROJECT NO:GRAHAM ENGINEERING LLCDATE DESCRIPTION REVISIONS This drawing and all related documents (including those on electronic media) were prepared by GRAHAMENGINEERING LLC, except as noted otherwise herein, as instruments of service, and shall remain the property ofGRAHAM ENGINEERING LLC. The information shown herein shall be used only by the client to whom the service arerendered and only for the purpose of constructing or installing the work as shown at the designated location and site.Any other use of said documents, including (without limitation) any reproduction or alteration, is strictly prohibited, andthe user shall hold harmless and indemnify GRAHAM ENGINEERING LLC from all liabilities which may arise fromsuch unauthorized use. Such use hall cause the waiver of expressed or implied warranties and shall serve anyliabilities which may arise from construction, use or result of such unauthorized use or changes.ORIGINAL DATE: PERMIT DATE: IFC DATE:OVERALL SITE PLANLES SCHWAB TIRE CENTERC100 ZWGTSDREEVES ROAD PLANBOZEMAN, MT23016_LSMT_BZNPOSTOCC11.14.2024 01.24.2025 0 40 SCALE IN FEET 80 N CONSTRUCTION NOTES LEGEND F R O N T A G E R D REEVES RD SPRINGHILL RDVENT U R E W A Y E X . L E S S C H W A B T I R E C E N T E R E X . S T O R A G E B U I L D I N G 1.ALL TRAFFIC CONTROL SIGNS SHALL BE FABRICATED AS SHOWN IN THE NATIONAL MUTCD FOR STREETS AND HIGHWAYS EXCEPT AS NOTED ON THE PLANS. 2.THE CONTRACTOR SHALL MATCH EXISTING PAVEMENT IN GRADE AND ALIGNMENT. 3.THE CONTRACTOR SHALL MATCH EXISTING CURB AND GUTTER IN GRADE, SIZE, TYPE AND ALIGNMENT AT ADJACENT ROADWAYS, UNLESS OTHERWISE NOTED. 4.THE CONTRACTOR IS RESPONSIBLE FOR REPAIRS OF DAMAGE TO ANY EXISTING IMPROVEMENTS DURING CONSTRUCTION, SUCH AS, BUT NOT LIMITED TO DRAINAGE, UTILITIES, PAVEMENT STRIPING, CURB, ETC. REPAIRS SHALL BE EQUAL TO OR BETTER THAN EXISTING CONDITIONS. 5.ALL WORK ON THIS PLAN SHALL BE DONE IN STRICT ACCORDANCE WITH THE PROJECT SPECIFICATIONS. 6.REFER TO THE GEOTECHNICAL REPORT FOR PAVEMENT SPECIFICATIONS. 7.ALL ASPHALT/CONCRETE JOINTS SHALL BE IN ACCORDANCE WITH DETAIL 4/C400. 8.VERTICAL DELINEATORS SHALL BE GROUND MOUNTED FLEXIBLE 48" TALL DELINEATORS. PLACE 2' BEHIND BACK OF CURB. COLOR SHALL BE ORANGE WITH REFLECTIVE STRIP. 1 C210 3 C210 2 C210 MOUNT "TRUCK NO RIGHT TURN" SIGN PER MUTCD M4-4 AND R3-1 TO RELOCATED LIGHT POLE @ 7' FROM FINISHED GRADE TO BOTTOM OF SIGN 15 MPH SIGN PER MUTCD R2-1. INSTALL PER DETAIL 5/C401 MOUNT 15 MPH SIGN PER MUTCD R2-1 TO LIGHT POLE @ 7' FROM FINISHED GRADE TO BOTTOM OF SIGN SITE VISIBILITY TRIANGLE SITE VISIBILITY TRIANGLE SITE VISIBILITY TRIANGLE SITE VISIBILITY TRIANGLE SNOW STORAGE AREA SNOW STORAGE AREA EX. 10.00' UTILITY EASEMENT EX. 50.00' LANDSCAPE BUFFER EX. 1.00' ACCESS EASEMENT 60.00' ROW SEE SHEETS 101, 201, & 301 SEE SHEETS 102, 202, & 302 SEE SHEETS 103, 203, & 303 PROPERTY LINE EX. EASEMENT PROP. STORM BASIN - SEE C200 PROP. CONCRETE PAVEMENT PROP. ASPHALT PAVEMENT PROP. 112" ASPHALT OVERLAY PROP. LANDSCAPED AREA PROP. VERTICAL DELINEATOR - SEE NOTE 8 4/17/26 RECORD DRAWINGS DDDHYDW S OSMWVC C -0+00.001+00.00 2+00.00 0+50.001+50. 0 0 2+50.00 LODLODLODLODLODLODLODLOD LOD LODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODL O D L O D LO D LOD LODLOD LOD LOD LOD 0+00. 0 0 1+00.00 0+50.00 DRAWING:Print Date:Copyright 2022, Graham Engineering LLC4/17/2026 9:58 AMZ:\PROJECTS\LESSCHWAB\23016_LSMT_BZNPOSTOCC\CAD\INFRASTRUCTURE\C101-BZNPOSTOCC_ROADPLAN1.DWG DRAWING NUMBER:Checked:Drawn:PROJECT NO:GRAHAM ENGINEERING LLCDATE DESCRIPTION REVISIONS This drawing and all related documents (including those on electronic media) were prepared by GRAHAMENGINEERING LLC, except as noted otherwise herein, as instruments of service, and shall remain the property ofGRAHAM ENGINEERING LLC. The information shown herein shall be used only by the client to whom the service arerendered and only for the purpose of constructing or installing the work as shown at the designated location and site.Any other use of said documents, including (without limitation) any reproduction or alteration, is strictly prohibited, andthe user shall hold harmless and indemnify GRAHAM ENGINEERING LLC from all liabilities which may arise fromsuch unauthorized use. Such use hall cause the waiver of expressed or implied warranties and shall serve anyliabilities which may arise from construction, use or result of such unauthorized use or changes.ORIGINAL DATE: PERMIT DATE: IFC DATE:REEVES ROAD PLAN 0+00 TO 2+50LES SCHWAB TIRE CENTERC101 ZWGTSDREEVES ROAD PLANBOZEMAN, MT23016_LSMT_BZNPOSTOCC11.14.2024 01.24.2025 0 10 SCALE IN FEET 20NCONSTRUCTION NOTES LEGEND REEVES RDVENTURE WAYEX. STORAGE BUILDING 1.ALL TRAFFIC CONTROL SIGNS SHALL BE FABRICATED AS SHOWN IN THE NATIONAL MUTCD FOR STREETS AND HIGHWAYS EXCEPT AS NOTED ON THE PLANS. 2.ALL CURB RADII SHOWN ARE TO FACE OF CURB. 3.ALL DIMENSIONS ARE TO FACE OF CURB OR OUTSIDE OF WALL, UNLESS OTHERWISE NOTED. 4.THE CONTRACTOR SHALL MATCH EXISTING PAVEMENT IN GRADE AND ALIGNMENT. 5.THE CONTRACTOR SHALL MATCH EXISTING CURB AND GUTTER IN GRADE, SIZE, TYPE AND ALIGNMENT AT ADJACENT ROADWAYS, UNLESS OTHERWISE NOTED. 6.THE CONTRACTOR IS RESPONSIBLE FOR REPAIRS OF DAMAGE TO ANY EXISTING IMPROVEMENTS DURING CONSTRUCTION, SUCH AS, BUT NOT LIMITED TO DRAINAGE, UTILITIES, PAVEMENT STRIPING, CURB, ETC. REPAIRS SHALL BE EQUAL TO OR BETTER THAN EXISTING CONDITIONS. 7.ALL WORK ON THIS PLAN SHALL BE DONE IN STRICT ACCORDANCE WITH THE PROJECT SPECIFICATIONS. 8.REFER TO THE GEOTECHNICAL REPORT FOR PAVEMENT SPECIFICATIONS. 9.ALL ASPHALT/CONCRETE JOINTS SHALL BE IN ACCORDANCE WITH DETAIL 4/C400. 10.VERTICAL DELINEATORS SHALL BE GROUND MOUNTED FLEXIBLE 48" TALL DELINEATORS. PLACE 2' BEHIND BACK OF CURB. COLOR SHALL BE ORANGE WITH REFLECTIVE STRIP. 11.CONTRACTOR SHALL RESET ANY SPRINKLERS DISTURBED BY GRADING. 12.CONTRACTOR SHALL REESTABLISH TURF IN AREAS DISTURBED BY GRADING. NEW WHITE STRIPING (TYP) ASPHALT7 C400 SNOW STORAGE AREA R2.00' EX. 10.00' UTILITY EASEMENT 60.00' ROW SNOW STORAGE AREA MATCHLINE 2+50 SHEET C10220.00' PARKING VALLEY GUTTER 2 C400 CURB & GUTTER 1 C400 17.17' 21.10' 6.49' 21.49' 1.5" ASPHALT OVERLAY 3.00' TYP 2.00'2.50' 2.50' EXISTING TREE - PROTECT IN PLACE COLDMILL TO PROVIDE OVERLAY TO EXISTING COLDMILL TO PROVIDE OVERLAY TO EXISTING MOUNT 15 MPH SIGN PER MUTCD R2-1 TO LIGHT POLE @ 7' FROM FINISHED GRADE TO BOTTOM OF SIGN SIDEWALK PATCHBACK 6 C400 EXISTING LIGHT POLE 19.00' 24.00' 9 C400 REFER TO ONSITE IMPROVEMENT PLANS FOR DRAINAGE AND SURFACE IMPROVEMENTS SEE SHEET C104 FOR GUTTER PROFILE PROPERTY LINE EX. EASEMENT LIMITS OF DISTURBANCE PROP. CATCH CURB & GUTTER - SEE 1/C400 PROP. SPILL CURB & GUTTER - SEE 1/C400 PROP. VALLEY GUTTER - SEE 2/C400 PROP. CONCRETE PAVEMENT PROP. ASPHALT PAVEMENT PROP. 11 2" ASPHALT OVERLAY PROP. LANDSCAPED AREA REESTABLISH TURF PROP. VERTICAL DELINEATOR - SEE NOTE 10 LOD LOD 6.00' CURB TAPER CURB & GUTTER PATCHBACK 1 C400 ASPHALT PATCHBACK 7 C400 4/17/26 RECORD DRAWINGS DDLOD LOD LOD LOD LOD LOD LOD LOD LODLODLOD LOD LOD LOD LOD LODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD1+00.00 2+00.00 3+00.00 1+50.00 2+50.00 3+00.00 4+00.00 5+00.002+50.00 3+50.00 4+50.00 S OW S OW S OW S OSYDHTOSWWVC C C DRAWING:Print Date:Copyright 2022, Graham Engineering LLC4/17/2026 10:00 AMZ:\PROJECTS\LESSCHWAB\23016_LSMT_BZNPOSTOCC\CAD\INFRASTRUCTURE\C102-BZNPOSTOCC_ROADPLAN2.DWG DRAWING NUMBER:Checked:Drawn:PROJECT NO:GRAHAM ENGINEERING LLCDATE DESCRIPTION REVISIONS This drawing and all related documents (including those on electronic media) were prepared by GRAHAMENGINEERING LLC, except as noted otherwise herein, as instruments of service, and shall remain the property ofGRAHAM ENGINEERING LLC. The information shown herein shall be used only by the client to whom the service arerendered and only for the purpose of constructing or installing the work as shown at the designated location and site.Any other use of said documents, including (without limitation) any reproduction or alteration, is strictly prohibited, andthe user shall hold harmless and indemnify GRAHAM ENGINEERING LLC from all liabilities which may arise fromsuch unauthorized use. Such use hall cause the waiver of expressed or implied warranties and shall serve anyliabilities which may arise from construction, use or result of such unauthorized use or changes.ORIGINAL DATE: PERMIT DATE: IFC DATE:REEVES RD PLAN 2+50 TO 5+00LES SCHWAB TIRE CENTERC102 ZWGTSDREEVES ROAD PLANBOZEMAN, MT23016_LSMT_BZNPOSTOCC11.14.2024 01.24.2025 0 10 SCALE IN FEET 20NEX. LES SCHWAB TIRE CENTER NEW WHITE STRIPING (TYP) PARKING VALLEY GUTTER 2 C4001C210 2C210CURB & GUTTER 1 C400 60.00' ROW MATCHLINE 5+00 SHEET C103MATCHLINE 2+50 SHEET C101STREET VALLEY GUTTER 2 C400 STANDARD FILLET 3 C400 STANDARD FILLET 3 C400 24.71' 30.51'CURB & GUTTER 1 C400 35.00' REEVES RD UNNAMED ROAD R4.00'R3.00' 0.31' 17.50' 3.00' TYP 20.00' 2.50' R4.00' R2.00' 22.46' 0.56' 25.70' 2.50' 2.50' 17.50' CONSTRUCTION NOTES 1.ALL TRAFFIC CONTROL SIGNS SHALL BE FABRICATED AS SHOWN IN THE NATIONAL MUTCD FOR STREETS AND HIGHWAYS EXCEPT AS NOTED ON THE PLANS. 2.ALL CURB RADII SHOWN ARE TO FACE OF CURB. 3.ALL DIMENSIONS ARE TO FACE OF CURB OR OUTSIDE OF WALL, UNLESS OTHERWISE NOTED. 4.THE CONTRACTOR SHALL MATCH EXISTING PAVEMENT IN GRADE AND ALIGNMENT. 5.THE CONTRACTOR SHALL MATCH EXISTING CURB AND GUTTER IN GRADE, SIZE, TYPE AND ALIGNMENT AT ADJACENT ROADWAYS, UNLESS OTHERWISE NOTED. 6.THE CONTRACTOR IS RESPONSIBLE FOR REPAIRS OF DAMAGE TO ANY EXISTING IMPROVEMENTS DURING CONSTRUCTION, SUCH AS, BUT NOT LIMITED TO DRAINAGE, UTILITIES, PAVEMENT STRIPING, CURB, ETC. REPAIRS SHALL BE EQUAL TO OR BETTER THAN EXISTING CONDITIONS. 7.ALL WORK ON THIS PLAN SHALL BE DONE IN STRICT ACCORDANCE WITH THE PROJECT SPECIFICATIONS. 8.REFER TO THE GEOTECHNICAL REPORT FOR PAVEMENT SPECIFICATIONS. 9.ALL ASPHALT/CONCRETE JOINTS SHALL BE IN ACCORDANCE WITH DETAIL 4/C400. 10.VERTICAL DELINEATORS SHALL BE GROUND MOUNTED FLEXIBLE 48" TALL DELINEATORS. PLACE 2' BEHIND BACK OF CURB. COLOR SHALL BE ORANGE WITH REFLECTIVE STRIP. 11.CONTRACTOR SHALL RESET ANY SPRINKLERS DISTURBED BY GRADING. 12.CONTRACTOR SHALL REESTABLISH TURF IN AREAS DISTURBED BY GRADING. WIDTH AS NEEDED TO MATCH EDGE OF EX. DRIVEWAY ASPHALT7 C400ASPHALT7 C400 24.00' 19.00' 24.00' 19.00' 1.5" ASPHALT OVERLAY MOUNT "TRUCK NO RIGHT TURN" SIGN PER MUTCD M4-4 AND R3-1 TO LIGHT POLE @ 7' FROM FINISHED GRADE TO BOTTOM OF SIGN. LEGEND PROPERTY LINE EX. EASEMENT LIMITS OF DISTURBANCE PROP. CATCH CURB & GUTTER - SEE 1/C400 PROP. SPILL CURB & GUTTER - SEE 1/C400 PROP. VALLEY GUTTER - SEE 2/C400 PROP. CONCRETE PAVEMENT PROP. ASPHALT PAVEMENT PROP. 11 2" ASPHALT OVERLAY PROP. LANDSCAPED AREA REESTABLISH TURF PROP. VERTICAL DELINEATOR - SEE NOTE 10 COLDMILL TO PROVIDE OVERLAY TO EXISTING 9 C400 SEE SHEET C104 FOR GUTTER PROFILE LOD LOD 6.00' CURB TAPER 6.00' CURB TAPER 4/17/26 RECORD DRAWINGS LOD LOD LOD LODLODLOD LOD LOD LOD LOD LODLODLODLOD LOD LOD LOD LOD LODLODLODLODLODLODLO D LO D L O D L O D LO D LOD LOD LOD LOD LODLOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD4+00.00 5+0 0 . 0 0 5+63.103+50.00 4+50.00 5+50.00 HYDSW S O5+00.00 6+00.00 7 + 0 0 . 0 0 7+26. 3 8 5+50.00 6+ 5 0 . 0 0 DRAWING:Print Date:Copyright 2022, Graham Engineering LLC4/17/2026 10:42 AMZ:\PROJECTS\LESSCHWAB\23016_LSMT_BZNPOSTOCC\CAD\INFRASTRUCTURE\C103-BZNPOSTOCC_ROADPLAN3.DWG DRAWING NUMBER:Checked:Drawn:PROJECT NO:GRAHAM ENGINEERING LLCDATE DESCRIPTION REVISIONS This drawing and all related documents (including those on electronic media) were prepared by GRAHAMENGINEERING LLC, except as noted otherwise herein, as instruments of service, and shall remain the property ofGRAHAM ENGINEERING LLC. The information shown herein shall be used only by the client to whom the service arerendered and only for the purpose of constructing or installing the work as shown at the designated location and site.Any other use of said documents, including (without limitation) any reproduction or alteration, is strictly prohibited, andthe user shall hold harmless and indemnify GRAHAM ENGINEERING LLC from all liabilities which may arise fromsuch unauthorized use. Such use hall cause the waiver of expressed or implied warranties and shall serve anyliabilities which may arise from construction, use or result of such unauthorized use or changes.ORIGINAL DATE: PERMIT DATE: IFC DATE:REEVES ROAD PLAN 5+00 TO 7+26LES SCHWAB TIRE CENTERC103 ZWGTSDREEVES ROAD PLANBOZEMAN, MT23016_LSMT_BZNPOSTOCC11.14.2024 01.24.2025 0 10 SCALE IN FEET 20 REEVES RD CONCRETE8 C400 ADA STRIPING 2 C401 3C210CURB & GUTTER 1 C400 SNOW STORAGE AREA R2.00' R2.00'R4.00' EX. 10.00' UTILITY EASEMENT NMATCHLINE 5+00 SHEET C102R4.00'23.16' 4.69' 21.02' 5.82'0.18' WIDTH AS NEEDED TO MATCH EDGE OF EX. DRIVEWAY 37.21' 25.13' STREET VALLEY GUTTER 2 C400 STANDARD FILLET 3 C400 STANDARD FILLET 3 C400 13.85' 12.48' 12.48' 13.38'UNNAMED RD3.00' TYP 20.00' 2.50' R5.00' R123.00' 20.18' 2.50' 13.98' CONSTRUCTION NOTES 1.ALL TRAFFIC CONTROL SIGNS SHALL BE FABRICATED AS SHOWN IN THE NATIONAL MUTCD FOR STREETS AND HIGHWAYS EXCEPT AS NOTED ON THE PLANS. 2.ALL CURB RADII SHOWN ARE TO FACE OF CURB. 3.ALL DIMENSIONS ARE TO FACE OF CURB OR OUTSIDE OF WALL, UNLESS OTHERWISE NOTED. 4.THE CONTRACTOR SHALL MATCH EXISTING PAVEMENT IN GRADE AND ALIGNMENT. 5.THE CONTRACTOR SHALL MATCH EXISTING CURB AND GUTTER IN GRADE, SIZE, TYPE AND ALIGNMENT AT ADJACENT ROADWAYS, UNLESS OTHERWISE NOTED. 6.THE CONTRACTOR IS RESPONSIBLE FOR REPAIRS OF DAMAGE TO ANY EXISTING IMPROVEMENTS DURING CONSTRUCTION, SUCH AS, BUT NOT LIMITED TO DRAINAGE, UTILITIES, PAVEMENT STRIPING, CURB, ETC. REPAIRS SHALL BE EQUAL TO OR BETTER THAN EXISTING CONDITIONS. 7.ALL WORK ON THIS PLAN SHALL BE DONE IN STRICT ACCORDANCE WITH THE PROJECT SPECIFICATIONS. 8.REFER TO THE GEOTECHNICAL REPORT FOR PAVEMENT SPECIFICATIONS. 9.ALL ASPHALT/CONCRETE JOINTS SHALL BE IN ACCORDANCE WITH DETAIL 4/C400. 10.VERTICAL DELINEATORS SHALL BE GROUND MOUNTED FLEXIBLE 48" TALL DELINEATORS. PLACE 2' BEHIND BACK OF CURB. COLOR SHALL BE ORANGE WITH REFLECTIVE STRIP. 11.CONTRACTOR SHALL RESET ANY SPRINKLERS DISTURBED BY GRADING. 12.CONTRACTOR SHALL REESTABLISH TURF IN AREAS DISTURBED BY GRADING. ASPHALT7 C400 SIDEWALK DETAIL 6 C400 LEGEND 1.5" ASPHALT OVERLAY 22.50' 20.50' COLDMILL TO PROVIDE OVERLAY TO EXISTING 9 C400 SEE SHEET C104 FOR GUTTER PROFILE COLDMILL TO PROVIDE OVERLAY TO EXISTING 9 C400 PROPERTY LINE EX. EASEMENT LIMITS OF DISTURBANCE PROP. CATCH CURB & GUTTER - SEE 1/C400 PROP. SPILL CURB & GUTTER - SEE 1/C400 PROP. VALLEY GUTTER - SEE 2/C400 PROP. CONCRETE PAVEMENT PROP. ASPHALT PAVEMENT PROP. 11 2" ASPHALT OVERLAY PROP. LANDSCAPED AREA REESTABLISH TURF PROP. VERTICAL DELINEATOR - SEE NOTE 10 LOD LOD 6.00' CURB TAPER 6.00' CURB TAPER 9.00' CURB CHASE 5 C402 1.50' 8.00' CONCRETE APRON 7 C402 2.00' 4/17/26 RECORD DRAWINGS ELEVATIONSTATION W GUTTER 4640 4650 4660 0+00 0+25 0+50 0+75 1+00 1+25 1+50 1+75 2+00 2+25 2+50 2+75 3+00 3+25 3+50 3+75 4+00 4+25 4+50 4+75 5+00 5+25 5+50 5+63 1.34%1.48%1.17%0.64%0.50%0.23%0.21%0.50%0.50%0.50%1.83%2.00%1.90%2.80%1.32%2.43%2.18%1.20%1.56%3.78%1.31%0.58%-0.50%-0.50%-0.50%-0.63%3.00%0.65%0.65%0.84%1.15% 1.00%0.97%0.50%0.74%0.97%0.50%0.50%0.88%0.50% DRAWING:Print Date:Copyright 2022, Graham Engineering LLC4/17/2026 10:06 AMZ:\PROJECTS\LESSCHWAB\23016_LSMT_BZNPOSTOCC\CAD\INFRASTRUCTURE\C104-BZNPOSTOCC_ROADPLAN-PROF.DWG DRAWING NUMBER:Checked:Drawn:PROJECT NO:GRAHAM ENGINEERING LLCDATE DESCRIPTION REVISIONS This drawing and all related documents (including those on electronic media) were prepared by GRAHAMENGINEERING LLC, except as noted otherwise herein, as instruments of service, and shall remain the property ofGRAHAM ENGINEERING LLC. The information shown herein shall be used only by the client to whom the service arerendered and only for the purpose of constructing or installing the work as shown at the designated location and site.Any other use of said documents, including (without limitation) any reproduction or alteration, is strictly prohibited, andthe user shall hold harmless and indemnify GRAHAM ENGINEERING LLC from all liabilities which may arise fromsuch unauthorized use. Such use hall cause the waiver of expressed or implied warranties and shall serve anyliabilities which may arise from construction, use or result of such unauthorized use or changes.ORIGINAL DATE: PERMIT DATE: IFC DATE:ROAD PLAN - GUTTER PROFILELES SCHWAB TIRE CENTERC104 ZWGTSDREEVES ROAD PLANBOZEMAN, MT23016_LSMT_BZNPOSTOCC11.14.2024 01.24.2025 0 20 SCALE IN FEET 40 0 8 SCALE IN FEET 16 VERTICAL SCALE HORIZONTAL SCALE STORMWATER RISER INLET SLOT DRAIN PARKING VALLEY GUTTER PARKING VALLEY GUTTERCURB & GUTTER CURB & GUTTERDRIVEWAY VALLEY GUTTER DRIVEWAY VALLEY GUTTER STORMWATER CURB CHASEPROP. FINISHED GRADE - FLOW LINE OF CURB AND VALLEY GUTTER EX. GRADE WEST CURB LINE AND VALLEY GUTTER PROFILE 4/17/26 RECORD DRAWINGS DDSTSTSTSTSTSTSTST ST ST ST ST ST DSTSTSTSTSTSTLODLODLODLODLODLODLODLOD LOD LODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODL O D L O D LO D LOD LODLOD LOD LOD LOD 0+00. 0 0 1+00.00 0+50.00 4647.55 STSTSTSTSTSTSTSTSTSTSTMWVC C -0+00.001+00.00 2+00.00 0+50.001+50. 0 0 2+50.00 HYDWS OS46504650464946494648-2.31%-1.25% 4647.73 TBC 4647.86 TBC 4648.44 TBC 4648.40 TBC 4647.64 TBC 4647.32 RIM 4648 4649 4648.52 TBC 4648.63 TBC 4648.73 TBC 4648.68 TBC 4648.58 TBC 4648.61 TBC 4647.48 TC 4647.57 TC 4647.65 TC 4647.76 TC 4647.46 TC -3.63% 4648 4648 4648 46484648 4647 464846474649 46494648 46494648.54 TBC 4649.53 TA4649.36 TA 4648.81 TA 4648.82 TA 4648.79 TA 4648.68 TA 4648.71 TA 4648.64 TA 4649.21 RIM DRAWING:Print Date:Copyright 2024, Graham Engineering LLC4/17/2026 10:08 AMZ:\PROJECTS\LESSCHWAB\23016_LSMT_BZNPOSTOCC\CAD\INFRASTRUCTURE\C201-BZNPOSTOCC_GRADINGPLAN1.DWG DRAWING NUMBER:Checked:Drawn:PROJECT NO:GRAHAM ENGINEERING LLCDATE DESCRIPTION REVISIONS This drawing and all related documents (including those on electronic media) were prepared by GRAHAMENGINEERING LLC, except as noted otherwise herein, as instruments of service, and shall remain the property ofGRAHAM ENGINEERING LLC. The information shown herein shall be used only by the client to whom the service arerendered and only for the purpose of constructing or installing the work as shown at the designated location and site.Any other use of said documents, including (without limitation) any reproduction or alteration, is strictly prohibited, andthe user shall hold harmless and indemnify GRAHAM ENGINEERING LLC from all liabilities which may arise fromsuch unauthorized use. Such use hall cause the waiver of expressed or implied warranties and shall serve anyliabilities which may arise from construction, use or result of such unauthorized use or changes.ORIGINAL DATE: PERMIT DATE: IFC DATE:GRADING PLAN 0+00 TO 2+50LES SCHWAB TIRE CENTERC201 ZWGTSDREEVES ROAD PLANBOZEMAN, MT23016_LSMT_BZNPOSTOCC11.14.2024 01.24.2025 LEGEND CONSTRUCTION NOTES REEVES RDVENTURE WAY EX. STORAGE BUILDING PROPERTY LINE EX. MAJOR CONTOUR - 5' INTERVAL EX. MINOR CONTOUR - 1' INTERVAL PROP. MAJOR CONTOUR - 5' INTERVAL PROP. MINOR CONTOUR - 1' INTERVAL LIMITS OF DISTURBANCE PROP. STORMWATER LINE PROP. INFILTRATION AREA CONTOUR PROP. STORMWATER CATCH BASIN PROP. CONCRETE PAVEMENT STSTSTST 1935 1934 1935 1934 1.SITE GRADING SHALL NOT PROCEED UNTIL THE SWPPP HAS BEEN IMPLEMENTED. 2.ALL EARTHWORK AND GRADING SHALL PROCEED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT PREPARED FOR THIS PROJECT BY ALLIED ENGINEERING DATED OCTOBER 2018. 3.NO MATERIAL SHALL BE EXCAVATED, MOVED, OR COMPACTED WITHOUT THE PRESENCE OF AUTHORIZATION OF THE OWNER'S REPRESENTATIVE. 4.THE CONTRACTOR IS RESPONSIBLE TO VERIFY EXISTING CONDITIONS AND LOCATE ALL EXISTING UTILITIES PRIOR TO COMMENCING EARTH MOVING OPERATIONS. NOTIFY ENGINEER OF ANY UNFORESEEN CONDITIONS. 5.CONTRACTOR TO PROTECT ALL EXISTING UTILITIES, SIGNS AND EXISTING STRUCTURES AND REPAIR BACK TO ORIGINAL CONDITION IF DAMAGE HAS OCCURRED DURING CONSTRUCTION. 6.PROVIDE POSITIVE DRAINAGE AWAY FROM ALL STRUCTURES. 7.GRADES SHOWN REPRESENT FINISH GRADES UNLESS OTHERWISE NOTED. 8.CONTRACTOR SHALL COMPLY TO THE FULLEST EXTENT WITH THE LATEST STANDARDS OF OSHA DIRECTIVE OR ANY OTHER AGENCY HAVING JURISDICTION FOR EXCAVATION AND TRENCHING. 9.THE EARTHWORK FOR ALL BUILDING FOUNDATIONS AND SLABS SHALL BE IN ACCORDANCE WITH BUILDING PLANS AND SPECIFICATIONS. 10.THE CONTRACTOR IS RESPONSIBLE TO CALL 1-800-424-5555 (OR 811) AT LEAST 2 WORKING DAYS PRIOR TO ANY EARTH DISTURBING ACTIVITIES OR UTILITY EXCAVATIONS. 11.CONTRACTOR SHALL NOT REMOVE SOIL AROUND TREES OR OVER UTILITIES ON THE EAST SIDE OF REEVES RD. 0 10 SCALE IN FEET 20NMATCHLINE 2+50 SHEET C1024647.10 REFER TO ONSITE IMPROVEMENT PLANS FOR DRAINAGE AND SURFACE IMPROVEMENTS LOD LOD 4/17/26 RECORD DRAWINGS 1 DSTSTDSTSTSTSTST ST ST ST ST ST STSTSTSTST4650 4650 YDHTOSWWVC ngngngngCSSC LOD LOD LOD LOD LOD LOD LOD LOD LODLODLOD LOD LOD LOD LOD LODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD1+00.00 2+00.00 3+00.00 1+50.00 2+50.00 4648.70 3+00.00 4+00.00 5+00.002+50.00 3+50.00 4+50.00 S OW S OW S OW S OS46494650 4651 4649 46 5 0 4649.04 TBC 4649.50 TBC 4649.00 TBC 4649.06 TBC 4649.13 TBC 4649.34 TBC 4648.73 TC 4648.91 TC 4648.95 TC 4649.63 TBC 4649.29 TBC 4649.26 TBC 4649.28 TBC 4649.37 TBC 4649.85 TBC 4651.17 TBC 4648.66 FL 4648.65 MEG 4648.74 FL 4648.94 MEG 4649.08 TA 4648.69 TC -2 . 0 9 %-1.60%46504651 4650.45 TBC4650.15 TBC 4650.73 TBC 4651.02 TBC 4648.96 TBC 4649.15 TBC4648.78 TBC 4650.00 TBC 4650.30 TBC 4650.59 TBC 4650.88 TBC 4649.16 TC 4649.34 TC 4649.60 TC 4649.86 TC 4650.12 TC 4650.33 TC 4650.57 TC4648.11 TC 4648.27 TC 4648.43 TC 4648.59 TC 4650.92 TBC 4651.56 TBC 4648.85 FL 4649 4650 4648 4648 46484651 4649 464946494649.86 TBC 4649.83 TBC DRAWING:Print Date:Copyright 2022, Graham Engineering LLC4/17/2026 10:10 AMZ:\PROJECTS\LESSCHWAB\23016_LSMT_BZNPOSTOCC\CAD\INFRASTRUCTURE\C202-BZNPOSTOCC_GRADINGPLAN2.DWG DRAWING NUMBER:Checked:Drawn:PROJECT NO:GRAHAM ENGINEERING LLCDATE DESCRIPTION REVISIONS This drawing and all related documents (including those on electronic media) were prepared by GRAHAMENGINEERING LLC, except as noted otherwise herein, as instruments of service, and shall remain the property ofGRAHAM ENGINEERING LLC. The information shown herein shall be used only by the client to whom the service arerendered and only for the purpose of constructing or installing the work as shown at the designated location and site.Any other use of said documents, including (without limitation) any reproduction or alteration, is strictly prohibited, andthe user shall hold harmless and indemnify GRAHAM ENGINEERING LLC from all liabilities which may arise fromsuch unauthorized use. Such use hall cause the waiver of expressed or implied warranties and shall serve anyliabilities which may arise from construction, use or result of such unauthorized use or changes.ORIGINAL DATE: PERMIT DATE: IFC DATE:GRADING PLAN 2+50 TO 5+00LES SCHWAB TIRE CENTERC202 ZWGTSDREEVES ROAD PLANBOZEMAN, MT23016_LSMT_BZNPOSTOCC11.14.2024 01.24.2025 CONSTRUCTION NOTES REEVES RD EX. LES SCHWAB TIRE CENTER 1.SITE GRADING SHALL NOT PROCEED UNTIL THE SWPPP HAS BEEN IMPLEMENTED. 2.ALL EARTHWORK AND GRADING SHALL PROCEED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT PREPARED FOR THIS PROJECT BY ALLIED ENGINEERING DATED OCTOBER 2018. 3.NO MATERIAL SHALL BE EXCAVATED, MOVED, OR COMPACTED WITHOUT THE PRESENCE OF AUTHORIZATION OF THE OWNER'S REPRESENTATIVE. 4.THE CONTRACTOR IS RESPONSIBLE TO VERIFY EXISTING CONDITIONS AND LOCATE ALL EXISTING UTILITIES PRIOR TO COMMENCING EARTH MOVING OPERATIONS. NOTIFY ENGINEER OF ANY UNFORESEEN CONDITIONS. 5.CONTRACTOR TO PROTECT ALL EXISTING UTILITIES, SIGNS AND EXISTING STRUCTURES AND REPAIR BACK TO ORIGINAL CONDITION IF DAMAGE HAS OCCURRED DURING CONSTRUCTION. 6.PROVIDE POSITIVE DRAINAGE AWAY FROM ALL STRUCTURES. 7.GRADES SHOWN REPRESENT FINISH GRADES UNLESS OTHERWISE NOTED. 8.CONTRACTOR SHALL COMPLY TO THE FULLEST EXTENT WITH THE LATEST STANDARDS OF OSHA DIRECTIVE OR ANY OTHER AGENCY HAVING JURISDICTION FOR EXCAVATION AND TRENCHING. 9.THE EARTHWORK FOR ALL BUILDING FOUNDATIONS AND SLABS SHALL BE IN ACCORDANCE WITH BUILDING PLANS AND SPECIFICATIONS. 10.THE CONTRACTOR IS RESPONSIBLE TO CALL 1-800-424-5555 (OR 811) AT LEAST 2 WORKING DAYS PRIOR TO ANY EARTH DISTURBING ACTIVITIES OR UTILITY EXCAVATIONS. 11.CONTRACTOR SHALL NOT REMOVE SOIL AROUND TREES OR OVER UTILITIES ON THE EAST SIDE OF REEVES RD.1C2102C2100 10 SCALE IN FEET 20NMATCHLINE 5+00 SHEET C103MATCHLINE 2+50 SHEET C101LEGEND PROPERTY LINE EX. MAJOR CONTOUR - 5' INTERVAL EX. MINOR CONTOUR - 1' INTERVAL PROP. MAJOR CONTOUR - 5' INTERVAL PROP. MINOR CONTOUR - 1' INTERVAL LIMITS OF DISTURBANCE PROP. STORMWATER LINE PROP. INFILTRATION AREA CONTOUR PROP. STORMWATER CATCH BASIN PROP. CONCRETE PAVEMENT STSTSTST 1935 1934 1935 1934 4647.10 LOD LOD 4/17/26 RECORD DRAWINGS 4650 LOD LOD LODLODLOD LOD LOD LOD LOD LODLODLODLOD LOD LOD LOD LOD LODLODLODLODLODLODLO D LO D L O D L O D LO D LOD LOD LOD LOD LODLOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD4+00.00 5+0 0 . 0 0 5+63.103+50.00 4+50.00 5+50.00 4651.75 5+00.00 6+00.00 7 + 0 0 . 0 0 7+26. 3 8 5+50.00 6+ 5 0 . 0 0 HYDSW S O4652.45 TBC 4652.32 TBC 4652.03 TBC 4652.50 TC 4652.52 TBC 4652.62 TBC 4652.62 TBC 4652.28 TC 4652.36 TC 4652.42 TC 4652.57 TC 4652.72 TC 4653.34 TBC 4653.27 TBC 4652.80 TBC 4652.51 TBC 4652.47 TBC 4652.42 TBC 4652.25 TBC 4651.97 TC 4651.88 TBC 4652.04 TC 4651.95 TBC 4651.92 TC 4651.70 FL 4651.72 TC 4651.35 TC 4651.12 FL 4651.14 TC 4651.54 TBC 4651.63 TBC 4651.63 TBC 4651.1704651.22 TC 4650.84 TC 4652.05 MEG 4652.53 TC 4652.41 TC 4651.91 TC 4652.03 TC 4651.93 TC 4652.09 TC 4652.50 TC 4652.59 TC4652.21 TC 4653 4651.42 TBC 4652.45 TC 4652.57 TC 4651.64 MEG 4652.17 MEG4652 46 5 2 4650 4650 4651465 3 4652 4652 4652 465 2 4651 4652 4653 465 2 465 2 46 5 34653 46524652.47 TBC4651.81 TBC 4652.27 TBC 4651.77 FL 4652.54 TC4652.53 TC 4652.37 TC 4652.30 TC 4651.59 FL 4652.41 TC 4652.41 TC DRAWING:Print Date:Copyright 2022, Graham Engineering LLC4/17/2026 10:12 AMZ:\PROJECTS\LESSCHWAB\23016_LSMT_BZNPOSTOCC\CAD\INFRASTRUCTURE\C203-BZNPOSTOCC_GRADINGPLAN3.DWG DRAWING NUMBER:Checked:Drawn:PROJECT NO:GRAHAM ENGINEERING LLCDATE DESCRIPTION REVISIONS This drawing and all related documents (including those on electronic media) were prepared by GRAHAMENGINEERING LLC, except as noted otherwise herein, as instruments of service, and shall remain the property ofGRAHAM ENGINEERING LLC. The information shown herein shall be used only by the client to whom the service arerendered and only for the purpose of constructing or installing the work as shown at the designated location and site.Any other use of said documents, including (without limitation) any reproduction or alteration, is strictly prohibited, andthe user shall hold harmless and indemnify GRAHAM ENGINEERING LLC from all liabilities which may arise fromsuch unauthorized use. Such use hall cause the waiver of expressed or implied warranties and shall serve anyliabilities which may arise from construction, use or result of such unauthorized use or changes.ORIGINAL DATE: PERMIT DATE: IFC DATE:GRADING PLAN 5+00 TO 7+26LES SCHWAB TIRE CENTERC203 ZWGTSDREEVES ROAD PLANBOZEMAN, MT23016_LSMT_BZNPOSTOCC11.14.2024 01.24.2025 CONSTRUCTION NOTES REEVES RD 1.SITE GRADING SHALL NOT PROCEED UNTIL THE SWPPP HAS BEEN IMPLEMENTED. 2.ALL EARTHWORK AND GRADING SHALL PROCEED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT PREPARED FOR THIS PROJECT BY ALLIED ENGINEERING DATED OCTOBER 2018. 3.NO MATERIAL SHALL BE EXCAVATED, MOVED, OR COMPACTED WITHOUT THE PRESENCE OF AUTHORIZATION OF THE OWNER'S REPRESENTATIVE. 4.THE CONTRACTOR IS RESPONSIBLE TO VERIFY EXISTING CONDITIONS AND LOCATE ALL EXISTING UTILITIES PRIOR TO COMMENCING EARTH MOVING OPERATIONS. NOTIFY ENGINEER OF ANY UNFORESEEN CONDITIONS. 5.CONTRACTOR TO PROTECT ALL EXISTING UTILITIES, SIGNS AND EXISTING STRUCTURES AND REPAIR BACK TO ORIGINAL CONDITION IF DAMAGE HAS OCCURRED DURING CONSTRUCTION. 6.PROVIDE POSITIVE DRAINAGE AWAY FROM ALL STRUCTURES. 7.GRADES SHOWN REPRESENT FINISH GRADES UNLESS OTHERWISE NOTED. 8.CONTRACTOR SHALL COMPLY TO THE FULLEST EXTENT WITH THE LATEST STANDARDS OF OSHA DIRECTIVE OR ANY OTHER AGENCY HAVING JURISDICTION FOR EXCAVATION AND TRENCHING. 9.THE EARTHWORK FOR ALL BUILDING FOUNDATIONS AND SLABS SHALL BE IN ACCORDANCE WITH BUILDING PLANS AND SPECIFICATIONS. 10.THE CONTRACTOR IS RESPONSIBLE TO CALL 1-800-424-5555 (OR 811) AT LEAST 2 WORKING DAYS PRIOR TO ANY EARTH DISTURBING ACTIVITIES OR UTILITY EXCAVATIONS. 11.CONTRACTOR SHALL NOT REMOVE SOIL AROUND TREES OR OVER UTILITIES ON THE EAST SIDE OF REEVES RD.3C2100 10 SCALE IN FEET 20NMATCHLINE 5+00 SHEET C202LEGEND PROPERTY LINE EX. MAJOR CONTOUR - 5' INTERVAL EX. MINOR CONTOUR - 1' INTERVAL PROP. MAJOR CONTOUR - 5' INTERVAL PROP. MINOR CONTOUR - 1' INTERVAL LIMITS OF DISTURBANCE PROP. STORMWATER LINE PROP. STORM INFILTRATION AREA CONTOUR PROP. STORMWATER CATCH BASIN PROP. CONCRETE PAVEMENT STSTSTST 1935 1934 1935 1934 4647.10 REFER TO ONSITE IMPROVEMENT PLANS FOR DRAINAGE AND SURFACE IMPROVEMENTS LOD LOD 4/17/26 RECORD DRAWINGS DRAWING:Print Date:Copyright 2024, Graham Engineering LLC4/17/2026 10:14 AMZ:\PROJECTS\LESSCHWAB\23016_LSMT_BZNPOSTOCC\CAD\INFRASTRUCTURE\C210-BZNPOSTOCC_ROADSECTIONS.DWG DRAWING NUMBER:Checked:Drawn:PROJECT NO:GRAHAM ENGINEERING LLCDATE DESCRIPTION REVISIONS This drawing and all related documents (including those on electronic media) were prepared by GRAHAMENGINEERING LLC, except as noted otherwise herein, as instruments of service, and shall remain the property ofGRAHAM ENGINEERING LLC. The information shown herein shall be used only by the client to whom the service arerendered and only for the purpose of constructing or installing the work as shown at the designated location and site.Any other use of said documents, including (without limitation) any reproduction or alteration, is strictly prohibited, andthe user shall hold harmless and indemnify GRAHAM ENGINEERING LLC from all liabilities which may arise fromsuch unauthorized use. Such use hall cause the waiver of expressed or implied warranties and shall serve anyliabilities which may arise from construction, use or result of such unauthorized use or changes.ORIGINAL DATE: PERMIT DATE: IFC DATE:ROAD SECTIONSLES SCHWAB TIRE CENTERC210 ZWGTSDSITE PLAN MODIFICATIONBOZEMAN, MT23016_LSMT_BZNPOSTOCC11.14.2024 01.24.2025 EX. 6' SIDEWALK 1.5' HARDSCAPE 19' PARKING 12' DRIVING LANE 12' DRIVING LANE EX.PROPERTY LINE EX.PROPERTY LINE 60' EX. ROW 41.5' BACK OF CURB TO EDGE OF PAVEMENT EX. 5' SIDEWALK LES SCHWAB SCALE: 1" = 3' ROAD SECTION 1 1 C210 EX. ASPHALT ROADPROP. ASPHALT EX. GROUND EX. GROUND EX. 6' SIDEWALK 1.5' HARDSCAPE 19' PARKING EX.PROPERTY LINE EX.PROPERTY LINE 60' EX. ROW EX. 5' SIDEWALK LES SCHWAB SCALE: 1" = 3' ROAD SECTION 2 2 C210 PROP. ASPHALT EX. GROUNDEX. GROUND PROP. 6' SIDEWALK 1.5' HARDSCAPE 19' PARKING EX.PROPERTY LINE EX.PROPERTY LINE 60' EX. ROW EX. 5' SIDEWALK 0.5' LES SCHWAB SCALE: 1" = 3' ROAD SECTION 3 3 C210 PROP. ASPHALT 2% MAX EX. GROUNDTIE INTO EX. GROUND MAX SLOPE 3:1 3.0' 3.0' 3.0' TYP. STATIONS 6+00 to 7+18 TYP. STATIONS 4+00 to 5+00 TYP. STATIONS 1+75 to 3+00 ~2%~2% ~2%~2% ~2%~2% ~3% ~3% ~2% 0 3 SCALE IN FEET 6 EX. ROAD CL 41.5' BACK OF CURB TO EDGE OF PAVEMENT ~41.5' BACK OF CURB TO EDGE OF PAVEMENT 30' 31' 31' VARIES ~1' VARIES ~1' 2% MAX 2% MAX 29' EX. ROAD CL EX. ROAD CL 29' 30' EX. GRASSED AREA PROP. SWALE PROP. SWALE NOTES 1.EX. ROAD CENTERLINE VARIES IN DISTANCE FROM THE EX. ROW LINES. IT IS NOT ALWAYS CENTERED. 2.SEE SHEET C400 FOR PAVEMENT SECTION DETAILS,COMPACTION REQUIREMENTS, AND CURB & GUTTER DETAILS. 2% 2.00' EXTENSION0.51' ASPHALT PATCHBACK 12' DRIVING LANE 12' DRIVING LANE 2.00' EXTENSION0.50' ASPHALT PATCHBACK 12' DRIVING LANE 12' DRIVING LANE 2.00' EXTENSION0.50' ASPHALT PATCHBACK PROP. 1 1 2" ASPHALT OVERLAY EX. ASPHALT ROAD PROP. 1 12" ASPHALT OVERLAY EX. ASPHALT ROAD PROP. 1 1 2" ASPHALT OVERLAY 0.75' SUBBASE 0.50' BASE COURSE 0.25' ASPHALT 0.50' CONCRETE 0.50' BASE COURSE 0.50' BASE COURSE 0.25' ASPHALT 0.75' SUBBASE 0.33' CONCRETE 0.33' BASE COURSE 0.75' SUBBASE 0.50' BASE COURSE 0.25' ASPHALT 0.50' CONCRETE 0.50' BASE COURSE 0.50' BASE COURSE 0.25' ASPHALT 0.75' SUBBASE 0.50' BASE COURSE 0.25' ASPHALT 0.75' SUBBASE 0.50' CONCRETE 0.50' BASE COURSE 0.75' SUBBASE 0.50' BASE COURSE 0.25' ASPHALT 4/17/26 RECORD DRAWINGS 0+00. 0 0 0+50.00 4647.55 STSTSTSTSTSTSTSTSTSTSTbpbpbpbpbpHYDW S Sss ss ss ss ss ss ssssssss sssswmwmwmwmwmwm wm wm wm wm wm wm wm wm wm wmwmwmwmwswswsngngngngbtbtbtbtbtbtbtbt bt bt bt bt bt bt bt bt bt bt bt bt btbtbtbtbt bt bt bt bt bt bt bt bt bpbpbpbpbpbpbpbpbpbpbpbpbpbpbp bp bp b p bp bp bp bp bp bp ngngngngngngngngngngngngngngng ng ng n g ng ng ng ng ng ng DDSTSTSTSTSTSTSTST ST ST ST ST ST DSTSTSTSTSTMss ssWVFFFFFFC C -0+00.001+00.00 2+00.00 0+50.001+50. 0 0 2+50.00 DRAWING:Print Date:Copyright 2022, Graham Engineering LLC4/17/2026 10:37 AMZ:\PROJECTS\LESSCHWAB\23016_LSMT_BZNPOSTOCC\CAD\INFRASTRUCTURE\C301-BZNPOSTOCC_STORM&UTILITYPLAN1.DWG DRAWING NUMBER:Checked:Drawn:PROJECT NO:GRAHAM ENGINEERING LLCDATE DESCRIPTION REVISIONS This drawing and all related documents (including those on electronic media) were prepared by GRAHAMENGINEERING LLC, except as noted otherwise herein, as instruments of service, and shall remain the property ofGRAHAM ENGINEERING LLC. The information shown herein shall be used only by the client to whom the service arerendered and only for the purpose of constructing or installing the work as shown at the designated location and site.Any other use of said documents, including (without limitation) any reproduction or alteration, is strictly prohibited, andthe user shall hold harmless and indemnify GRAHAM ENGINEERING LLC from all liabilities which may arise fromsuch unauthorized use. Such use hall cause the waiver of expressed or implied warranties and shall serve anyliabilities which may arise from construction, use or result of such unauthorized use or changes.ORIGINAL DATE: PERMIT DATE: IFC DATE:UTILITY PLAN 0+00 TO 2+50LES SCHWAB TIRE CENTERC301 ZWGTSDREEVES ROAD PLANBOZEMAN, MT23016_LSMT_BZNPOSTOCC11.14.2024 01.24.2025 0 10 SCALE IN FEET 20 N LEGEND CONSTRUCTION NOTES 1.ALL CONSTRUCTION WILL CONFORM TO MPWSS, 2020 EDITION, AND COB MODIFICATIONS TO MPWSS. 2.ANY EXISTING OR NEW VALVES WHICH CONTROL THE COB'S WATER SUPPLY SHALL BE OPERATED BY COB PERSONNEL ONLY. 3.THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 24-HOURS PRIOR TO BEGINNING ANY WORK. 4.CONTRACTOR SHALL FIELD-VERIFY LINE AND GRADE OF EXISTING CONNECTIONS. 5.ALL UTILITY TRENCHING SHALL BE DONE IN ACCORDANCE WITH DETAIL 1/C401. 6.ALL PIPES SHALL BE BEDDED WITH TYPE 1 BEDDING PER CURRENT MPWSS & ANY APPLICABLE COB MODIFICATIONS. 7.STORM PIPES AND FITTING SHALL BE PVC PER ASTM D3034 SDR-35 UTILIZING ELASTOMERIC GASKET JOINTS. 8.ALL RISER INLETS SHALL BE IN ACCORDANCE WITH DETAIL 3/C401. REEVES R DVENTURE WAY EX. STORAGE BUILDING PROPERTY LINE EX. CABLE EX. BURIED POWER LINE EX. FIBER LINE EX. GAS LINE EX. SANITARY SEWER LINE EX. STORMWATER LINE EX. TELEPHONE LINE EX. WATER LINE EX. WATER SERVICE EX. FIRE LINE EX. FIRE HYDRANT EX. WATER SHUTOFF EX. SEWER MANHOLE EX. STORMWATER MANHOLE EX. STORMWATER CATCH BASIN EX. LIGHT POLE PROP. INFILTRATION AREA CONTOUR PROP. STORMWATER PIPE PROP. STORMWATER RISER INLET - SEE NOTE 9 ng D ss bt wm fo bp S tv ws F F F F F HY D WS OSTORMWATER RISER INLET STA. 1+77.59 OFFSET 11.00' RIM: 4647.32' INV IN: 4644.70' INV OUT: 4644.60' STORMWATER SLOT DRAIN 1 C402 12" PVC @ 0.37% MIN.STSTSTST 4647.10 REFER TO ONSITE IMPROVEMENT PLANS FOR DRAINAGE AND SURFACE IMPROVEMENTS R-TANK INV EL IN (N): 4644.41' 4/17/26 RECORD DRAWINGS 1+00.00 2+00.00 3+00.00 1+50.00 2+50.00 4648.70 S OW S OW S OW S OSss ss ss ss ss ss ssssssssss ss ss ss ss ss ss ss sssssssssssswm wm wm wm wm wm wm wm wm wm wm wm wm wm wmwswswswswswswswswswswswswswswsbtbtbtbt b t btbtbtbtbt bt bt bt bt bt bt bt bt btbt bt bt bt bt btbtbtbtbt bt bt bt bt bt bt bt bt bt bt bp bp bp bp bp bpbp bp bp bp bp bp bp bp bp bp tv tv tv tv tv tv tv tv tv tv tv tvtv tv tv tv tv tv tv tv tv tv tv tvng ng ng ng ng ngng ng ng ng ng ng ng ng ng ng DSTSTDSTSTSTSTST ST ST ST ST ST STSTSTSTSTYDH TssssssssssssssssbtbtbtbtbtbtOSWWVFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFwswswswswswsss ss ss ss ss ss ss ss ss C wswswswsngngngngbtbtbtbpbpbpCSSC 3+00.00 4+00.00 5+00.002+50.00 3+50.00 4+50.00 DRAWING:Print Date:Copyright 2022, Graham Engineering LLC4/17/2026 10:35 AMZ:\PROJECTS\LESSCHWAB\23016_LSMT_BZNPOSTOCC\CAD\INFRASTRUCTURE\C302-BZNPOSTOCC_STORM&UTILITYPLAN2.DWG DRAWING NUMBER:Checked:Drawn:PROJECT NO:GRAHAM ENGINEERING LLCDATE DESCRIPTION REVISIONS This drawing and all related documents (including those on electronic media) were prepared by GRAHAMENGINEERING LLC, except as noted otherwise herein, as instruments of service, and shall remain the property ofGRAHAM ENGINEERING LLC. The information shown herein shall be used only by the client to whom the service arerendered and only for the purpose of constructing or installing the work as shown at the designated location and site.Any other use of said documents, including (without limitation) any reproduction or alteration, is strictly prohibited, andthe user shall hold harmless and indemnify GRAHAM ENGINEERING LLC from all liabilities which may arise fromsuch unauthorized use. Such use hall cause the waiver of expressed or implied warranties and shall serve anyliabilities which may arise from construction, use or result of such unauthorized use or changes.ORIGINAL DATE: PERMIT DATE: IFC DATE:UTILITY PLAN 2+50 TO 5+00LES SCHWAB TIRE CENTERC302 ZWGTSDREEVES ROAD PLANBOZEMAN, MT23016_LSMT_BZNPOSTOCC11.14.2024 01.24.2025 0 10 SCALE IN FEET 20 N LEGEND EX. LES SCHWAB TIRE CENTER CONSTRUCTION NOTES REEVES RD PROPERTY LINE EX. CABLE EX. BURIED POWER LINE EX. FIBER LINE EX. GAS LINE EX. SANITARY SEWER LINE EX. STORMWATER LINE EX. TELEPHONE LINE EX. WATER LINE EX. WATER SERVICE EX. FIRE LINE EX. FIRE HYDRANT EX. WATER SHUTOFF EX. SEWER MANHOLE EX. STORMWATER MANHOLE EX. STORMWATER CATCH BASIN EX. LIGHT POLE PROP. INFILTRATION AREA CONTOUR ng D ss bt wm fo bp S tv ws F F F F F HY D WSO RELOCATE LIGHT POLE TO TRAFFIC ISLAND. PLACE AS CLOSE TO CURB AS PRACTICABLE ADJUST MANHOLE TO FINISHED GRADE - SEE DETAIL 2/C402 1.ALL CONSTRUCTION WILL CONFORM TO MPWSS, 2020 EDITION, AND COB MODIFICATIONS TO MPWSS. 2.ANY EXISTING OR NEW VALVES WHICH CONTROL THE COB'S WATER SUPPLY SHALL BE OPERATED BY COB PERSONNEL ONLY. 3.THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 24-HOURS PRIOR TO BEGINNING ANY WORK. 4.CONTRACTOR SHALL FIELD-VERIFY LINE AND GRADE OF EXISTING CONNECTIONS. 5.ALL UTILITY TRENCHING SHALL BE DONE IN ACCORDANCE WITH DETAIL 1/C401. 6.ALL PIPES SHALL BE BEDDED WITH TYPE 1 BEDDING PER CURRENT MPWSS & ANY APPLICABLE COB MODIFICATIONS. 7.STORM PIPES AND FITTING SHALL BE PVC PER ASTM D3034 SDR-35 UTILIZING ELASTOMERIC GASKET JOINTS. 8.ALL RISER INLETS SHALL BE IN ACCORDANCE WITH DETAIL 3/C401. 4647.10 STREET LIGHT FOUNDATION 4 C402 4/17/26 RECORD DRAWINGS 4+00.00 5+0 0 . 0 0 5+63.103+50.00 4+50.00 5+50.00 4651.75 HYDSss ss ss ss ss ss ss ss ss ss sswswswmwmwmwmwmwm wm wmwmwmwmwmwmwmwmWSO ng ng ng ng ng ng ng fo fo fo fo fo bt bt bt bt bt bt bt bt bt bt bt bt bt bt bt bt bt bt tv tv tv tvbtbtbtbtbtbt btbp bp bp bp bp bp ng ng ng ng ng ng ng ng ng ng bp bp bp bp bp bpbpbpbpbpbpbp5+00.00 6+00.00 7 + 0 0 . 0 0 7+26. 3 8 5+50.00 6+ 5 0 . 0 0 4651.00 FG 4651.59 FL DRAWING:Print Date:Copyright 2022, Graham Engineering LLC4/17/2026 10:33 AMZ:\PROJECTS\LESSCHWAB\23016_LSMT_BZNPOSTOCC\CAD\INFRASTRUCTURE\C303-BZNPOSTOCC_STORM&UTILITYPLAN3.DWG DRAWING NUMBER:Checked:Drawn:PROJECT NO:GRAHAM ENGINEERING LLCDATE DESCRIPTION REVISIONS This drawing and all related documents (including those on electronic media) were prepared by GRAHAMENGINEERING LLC, except as noted otherwise herein, as instruments of service, and shall remain the property ofGRAHAM ENGINEERING LLC. The information shown herein shall be used only by the client to whom the service arerendered and only for the purpose of constructing or installing the work as shown at the designated location and site.Any other use of said documents, including (without limitation) any reproduction or alteration, is strictly prohibited, andthe user shall hold harmless and indemnify GRAHAM ENGINEERING LLC from all liabilities which may arise fromsuch unauthorized use. Such use hall cause the waiver of expressed or implied warranties and shall serve anyliabilities which may arise from construction, use or result of such unauthorized use or changes.ORIGINAL DATE: PERMIT DATE: IFC DATE:UTILITY PLAN 5+00 TO 7+26LES SCHWAB TIRE CENTERC303 ZWGTSDREEVES ROAD PLANBOZEMAN, MT23016_LSMT_BZNPOSTOCC11.14.2024 01.24.2025 0 10 SCALE IN FEET 20 N LEGEND CONSTRUCTION NOTES REEVES RD PROPERTY LINE EX. CABLE EX. BURIED POWER LINE EX. FIBER LINE EX. GAS LINE EX. SANITARY SEWER LINE EX. STORMWATER LINE EX. TELEPHONE LINE EX. WATER LINE EX. WATER SERVICE EX. FIRE LINE EX. FIRE HYDRANT EX. WATER SHUTOFF EX. SEWER MANHOLE EX. STORMWATER MANHOLE EX. STORMWATER CATCH BASIN EX. LIGHT POLE PROP. INFILTRATION AREA CONTOUR PROP. STORMWATER PIPE PROP. STORMWATER INLET ng D ss bt wm fo bp S tv ws F F F F F HY D WS ORELOCATE LIGHT POLE TO TRAFFIC ISLAND EX. 10.00' UTILITY EASEMENT PROPOSED 30.00' PUBLIC DRAINAGE EASEMENT ADJUST MANHOLE TO FINISHED GRADE - SEE DETAIL 6/C401 1.ALL CONSTRUCTION WILL CONFORM TO MPWSS, 2020 EDITION, AND COB MODIFICATIONS TO MPWSS. 2.ANY EXISTING OR NEW VALVES WHICH CONTROL THE COB'S WATER SUPPLY SHALL BE OPERATED BY COB PERSONNEL ONLY. 3.THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 24-HOURS PRIOR TO BEGINNING ANY WORK. 4.CONTRACTOR SHALL FIELD-VERIFY LINE AND GRADE OF EXISTING CONNECTIONS. 5.ALL UTILITY TRENCHING SHALL BE DONE IN ACCORDANCE WITH DETAIL 1/C401. 6.ALL PIPES SHALL BE BEDDED WITH TYPE 1 BEDDING PER CURRENT MPWSS & ANY APPLICABLE COB MODIFICATIONS. 7.STORM PIPES AND FITTING SHALL BE PVC PER ASTM D3034 SDR-35 UTILIZING ELASTOMERIC GASKET JOINTS. 8.ALL RISER INLETS SHALL BE IN ACCORDANCE WITH DETAIL 3/C401. 9.CURB CHASE SHALL BE IN ACCORDANCE WITH DETAIL 5/C402. THE OPENING WIDTH OF THE CURB CHASE IS 24", REQUIRING A 26" FRAME GRATE & ASSEMBLY. 10.ADJUST EXISTING FIRE HYDRANT WITH A 12" EXTENSION. FULL STEM REPLACEMENT REQUIRED. STSTSTST 4647.10 REFER TO ONSITE IMPROVEMENT PLANS FOR DRAINAGE AND SURFACE IMPROVEMENTS STREET LIGHT FOUNDATION 4 C402 PROPOSED DRAINAGE SWALE CURB CHASE 5 C402 4/17/26 RECORD DRAWINGS EXISTING FIRE HYDRANT - SEE NOTE 11 DRAWING:Print Date:Copyright 2024, Graham Engineering LLC4/17/2026 10:31 AMZ:\PROJECTS\LESSCHWAB\23016_LSMT_BZNPOSTOCC\CAD\INFRASTRUCTURE\C400-BZNPOSTOCC_DETAILS.DWG DRAWING NUMBER:Checked:Drawn:PROJECT NO:GRAHAM ENGINEERING LLCDATE DESCRIPTION REVISIONS This drawing and all related documents (including those on electronic media) were prepared by GRAHAMENGINEERING LLC, except as noted otherwise herein, as instruments of service, and shall remain the property ofGRAHAM ENGINEERING LLC. The information shown herein shall be used only by the client to whom the service arerendered and only for the purpose of constructing or installing the work as shown at the designated location and site.Any other use of said documents, including (without limitation) any reproduction or alteration, is strictly prohibited, andthe user shall hold harmless and indemnify GRAHAM ENGINEERING LLC from all liabilities which may arise fromsuch unauthorized use. Such use hall cause the waiver of expressed or implied warranties and shall serve anyliabilities which may arise from construction, use or result of such unauthorized use or changes.ORIGINAL DATE: PERMIT DATE: IFC DATE:CIVIL DETAILSLES SCHWAB TIRE CENTERC400 ZWGTSDSITE PLAN MODIFICATIONBOZEMAN, MT23016_LSMT_BZNPOSTOCC11.14.2024 01.24.2025 SCALE: NTS CURB & GUTTER 1 C400 SCALE: NTS STREET VALLEY GUTTER 2 C400 SCALE: NTS STANDARD FILLET 3 C400 SCALE: NTS ASPHALT/CONCRETE JOINT DETAIL 5 C400 SCALE: NTS SIDEWALK DETAIL 6 C400 4" 4" MIN JOINTING CONTRACTION JOINT (TYP) 6'-0" TYP 6'-0" TYP CURB GUTTER PAVEMENT 1" MINUS CRUSHED BASE COURSE COMPACT TO 95% STANDARD PROCTOR 4500 PSI CONCRETE SEE EARTHWORK AND PAVEMENT SECTIONS OF THE GEOTECHNICAL REPORT FOR SUBGRADE PREPARATION UNDER PAVEMENT NOTES: 1.CONSTRUCT IN ACCORDANCE WITH THE CITY OF BOZEMAN SIDEWALK POLICY. SCALE: NTS ASPHALT PAVEMENT - PARKING 7 C400 9" NOTES: 1.PRIOR TO PLACING STRUCTURAL FILL, SUBGRADE SHOULD BE PREPARED ACCORDING RECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL REPORT. IF SOFT SOILS ARE ENCOUNTERED, THEY SHOULD BE REMOVED AND REPLACED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT AND ONSITE GEOTECHNICAL OBSERVER. 2.LIFTS OF FILL ARE TO BE COMPACTED IN LAYERS NO GREATER THAN 8" THICK. 3.FILL TO BE WITHIN 2% OF OPTIMUM MOISTURE. *SECTION MAY VARY FROM GEOTECHNICAL REPORT. LES SCHWAB MINIMUM SECTION IS 3" ASPHALT PAVEMENT OVER 9" AGGREGATE BASE COURSE. SUB-BASE COURSE - UNCRUSHED SANDY (PITRUN) GRAVEL STABLE SUBGRADE SOILS (LESS TOPSOIL) 6" 6" NOTES: 1.CONCRETE SHOULD HAVE MINIMUM ENTRAINED AIR CONTENT OF 5.0% AND UTILIZE TYPE V CEMENT. 2.SUBGRADE SHOULD BE PREPARED ACCORDING TO RECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL REPORT. IF SOFT SOILS ARE ENCOUNTERED, THEY SHOULD BE REMOVED AND REPLACED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT. IMPORTED CRUSHED BASE COURSE PLACED AND COMPACTED IN ACCORDANCE WITH GEOTECH RECOMMENDATIONS. FIBER REINFORCED CONCRETE PAVEMENT - REFER TO GEOTECH REPORT AND SPECIFICATIONS SEE EARTHWORK AND PAVEMENT SECTIONS OF THE GEOTECHNICAL REPORT FOR SUBGRADE PREPARATION UNDER PAVEMENT SCALE: NTS CONCRETE PAVEMENT 8 C400 3" ASPHALT PLACED IN LIFTS AND COMPACTED HARDSCAPE SCALE: NTS CONCRETE JOINTS 4 C400 CONCRETE SECTION PER CONCRETE PAVEMENT DETAIL 2'-0" BASE COURSE PER ASPHALT SECTION DETAIL SUBGRADE PER GEOTECH TRANSITION LENGTH AS REQUIRED 1:12 TRANSITION SLOPE BASE COURSE PER CONCRETE PAVEMENT DETAIL TACK COAT PER SPECIFICATIONS PLACE ASPHALT IN TRANSITION AREA IN (2) LIFTS ASPHALT SECTION PER ASPHALT PAVEMENT DETAIL T T/3 T T/3T = PAVEMENT THICKNESS CONSTRUCTION JOINT CONTRACTION JOINT (MAX. 6' BETWEEN CONTRACTION JOINTS IN SIDEWALK) (MAX. 10' BETWEEN CONTRACTION JOINTS IN CONC. PAVEMENT) CONSTRUCTION JOINT 1/2" VERT. HAND TOOLED CUT POURED JOINT SEALANT RECESSED 1/8" TO 1/4" BELOW TOP OF PAVEMENT BACKER ROD TO FIT SNUG IN JOINT 1/8" VERT. HAND TOOLED JOINT WITH ROUND EDGES (OR SAWCUT PER SPECIFICATIONS) NOTES: 1.ALL CONCRETE SURFACE TO HAVE LIGHT BROOM FINISH. 2.CONTRACTOR TO PROVIDE A CONSTRUCTION JOINT WHERE CONCRETE PAVEMENT MEETS CURB AND GUTTER. (DOWELING NOT REQUIRED AT CURB AND GUTTER) 3.JOINT SEALANT PER SPECIFICATIONS. T = PAVEMENT THICKNESS #6X18" @ 12" OC OR APPROVED EQUAL DOWELING SYSTEM POURED JOINT SEALANT RECESSED 1/8" TO 1/4" BELOW TOP OF PAVEMENT BASE COURSE - CRUSHED (ROAD MIX) GRAVEL 6" WOVEN GEOTEXTILE (MIRAFI 600X) REINFORCE WITH #4 BARS ON 2'X2' GRID SCALE: NTS ASPHALT TAPER 9 C400 5' MIN. EX. ASPHALT ASPHALT OVERLAY MILL AT TAPER 1.5" 4/17/26 RECORD DRAWINGS DRAWING:Print Date:Copyright 2024, Graham Engineering LLC4/17/2026 10:30 AMZ:\PROJECTS\LESSCHWAB\23016_LSMT_BZNPOSTOCC\CAD\INFRASTRUCTURE\C400-BZNPOSTOCC_DETAILS.DWG DRAWING NUMBER:Checked:Drawn:PROJECT NO:GRAHAM ENGINEERING LLCDATE DESCRIPTION REVISIONS This drawing and all related documents (including those on electronic media) were prepared by GRAHAMENGINEERING LLC, except as noted otherwise herein, as instruments of service, and shall remain the property ofGRAHAM ENGINEERING LLC. The information shown herein shall be used only by the client to whom the service arerendered and only for the purpose of constructing or installing the work as shown at the designated location and site.Any other use of said documents, including (without limitation) any reproduction or alteration, is strictly prohibited, andthe user shall hold harmless and indemnify GRAHAM ENGINEERING LLC from all liabilities which may arise fromsuch unauthorized use. Such use hall cause the waiver of expressed or implied warranties and shall serve anyliabilities which may arise from construction, use or result of such unauthorized use or changes.ORIGINAL DATE: PERMIT DATE: IFC DATE:CIVIL DETAILSLES SCHWAB TIRE CENTERC401 ZWGTSDSITE PLAN MODIFICATIONBOZEMAN, MT23016_LSMT_BZNPOSTOCC11.14.2025 01.24.2025 SCALE: NTS ADA STRIPING 2 C401SCALE: NTS TRENCHING 1 C401 60°' 2.0' 9' 9' 4" SOLID BLUE, NON SLIP, STRIPES IN LOADING AREAS (TYP) ACCESSIBILITY SYMBOL PAINT COLOR BLUE NOTE MAXIMUM SLOPE IN ANY DIRECTION IS 2% SCALE: NTS STANDARD RISER INLET 3 C401 24" TRASH GUARD. SEE NOTE 1 SLOT DRAIN INLET SCALE: NTS STANDARD SIGN INSTALLATION 4 C401 4/17/26 RECORD DRAWINGS DRAWING:Print Date:Copyright 2024, Graham Engineering LLC4/17/2026 10:30 AMZ:\PROJECTS\LESSCHWAB\23016_LSMT_BZNPOSTOCC\CAD\INFRASTRUCTURE\C400-BZNPOSTOCC_DETAILS.DWG DRAWING NUMBER:Checked:Drawn:PROJECT NO:GRAHAM ENGINEERING LLCDATE DESCRIPTION REVISIONS This drawing and all related documents (including those on electronic media) were prepared by GRAHAMENGINEERING LLC, except as noted otherwise herein, as instruments of service, and shall remain the property ofGRAHAM ENGINEERING LLC. The information shown herein shall be used only by the client to whom the service arerendered and only for the purpose of constructing or installing the work as shown at the designated location and site.Any other use of said documents, including (without limitation) any reproduction or alteration, is strictly prohibited, andthe user shall hold harmless and indemnify GRAHAM ENGINEERING LLC from all liabilities which may arise fromsuch unauthorized use. Such use hall cause the waiver of expressed or implied warranties and shall serve anyliabilities which may arise from construction, use or result of such unauthorized use or changes.ORIGINAL DATE: PERMIT DATE: IFC DATE:CIVIL DETAILSLES SCHWAB TIRE CENTERC402 ZWGTSDSITE PLAN MODIFICATIONBOZEMAN, MT23016_LSMT_BZNPOSTOCC11.14.2024 01.24.2025 SCALE: NTS SLOT DRAIN 1 C402 SCALE: NTS MANHOLE ADJUSTMENT DETAIL 2 C402 SCALE: NTS VALVE ADJUSTMENT DETAIL 3 C402 SCALE: NTS STREET LIGHT 4 C402 SCALE: NTS CURB CHASE 5 C402 SCALE: NTS STORMWATER SWALE 6 C402 3 1 1 3 3:1 MAX SLOPE 7" 12" PER 1' FINISHED GRADE OF ASPHALT TO BE 1 8" TO 1 4" ABOVE EDGE OF APRON SCALE: NTS 3' CONCRETE APRON 7 C402 3.00' 4/17/26 RECORD DRAWINGS