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Home My WebLink About002_C001-General Notes & LegendDRAWING:Print Date:Copyright 2025, Graham Engineering LLC10/24/2025 8:34 AMZ:\PROJECTS\ENCOMPASS\25008-EDMT-HIGHLANDS\CAD\HIGHLANDS_C001_GENERAL NOTES & LEGEND.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 & LEGENDHIGHLANDS APARTMENTSC001 ZWGTMRBOZEMAN, MT25008_EDMT-HIGHLANDS10/24/2025 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 PROPERTY LINE (ADJACENT PARCELS) EASEMENT EX. MAJOR CONTOUR - 5' INTERVAL EX. MINOR CONTOUR - 1' INTERVAL EX. ELECTRIC LINE EX. GAS LINE EX. SANITARY SEWER LINE EX. STORMWATER LINE EX. TELEPHONE LINE EX. WATER LINE EX. FIRE HYDRANT EX. SEWER MANHOLE EX. WATER VALVE PROP. MAJOR CONTOUR - 5' INTERVAL PROP. MINOR CONTOUR - 1' INTERVAL PROP. RETAINING WALL PROP. FENCE PROP. UNDERGROUND ELECTRIC LINE PROP. SEWER LINE PROP. STORMWATER LINE PROP. WATER LINE PROP. FIRE LINE PROP. STORMWATER CURB INLET PROP. STORMWATER CURB INLET/MANHOLE PROP. STORMWATER AREA INLET PROP. STORMWATER MANHOLE PROP. STORMWATER COMBINATION MANHOLE AND PROP. CLEANOUT (STORM OR SANITARY SEWER) PROP. LIGHT POLE PROP. LANDSCAPE AREA PROP. ASPHALT PAVEMENT PROP. LIGHT DUTY CONCRETE PAVEMENT PROP. REGULAR DUTY CONCRETE PAVEMENT PROP. HEAVY DUTY CONCRETE PAVEMENT PROP. STONE PAVERS STST 1935 1934 1935 1934 S WW UGEUGE SSSS 5966.19 TBC SPOT GRADE FEATURE INDICATOR SPOT GRADE WW VICINITY MAP (NOT TO SCALE) DETAIL/SECTION INDICATORS GENERAL NOTES 1.ALL WORK, MATERIALS AND DETAILS PERTAINING TO CONSTRUCTION SHALL BE IN COMPLETE ACCORDANCE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS (MPWSS - CURRENT EDITION) AND CITY OF BOZEMAN MODIFICATIONS TO MPWSS (7TH EDITION). 2.CONTRACTOR SHALL BE RESPONSIBLE FOR STORM WATER QUALITY DURING CONSTRUCTION. CONTRACTOR SHALL OBTAIN AND COMPLY WITH ALL CURRENT REQUIREMENTS OF THE NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES), AND LOCAL MS4 REQUIREMENTS (WHERE APPLICABLE). THE CONTRACTOR IS RESPONSIBLE FOR THE PREPARATION AND MAINTENANCE OF A STORMWATER POLLUTION PREVENTION PLAN (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.THE CONTRACTOR SHALL CONTROL DUST IN ACCORDANCE WITH REGULATIONS OF LOCAL AIR POLLUTION CONTROL AUTHORITY. 5.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. 6.CONTRACTOR SHALL REVIEW EXISTING CONDITIONS AND COORDINATE WITH OWNER, AHJ, AND ENGINEER PRIOR TO DEMOLITION ACTIVITIES. 7.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. 8.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. 9.UNLESS OTHERWISE INDICATED, ALL CONSTRUCTION STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LICENSED LAND SURVEYOR. 10.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. 11.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. 12.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. 13.CONTRACTOR IS RESPONSIBLE TO COORDINATE ALL SITE WORK WITH ALL OTHER TRADES. 14.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. 15.ANY BURNING ON SITE SHALL BE SUBJECT TO LOCAL ORDINANCES. 16.THE CONTRACTOR IS RESPONSIBLE TO CALL 811 AT LEAST 2 WORKING DAYS PRIOR TO ANY EARTH DISTURBING ACTIVITIES OR UTILITY EXCAVATIONS. 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 PROCUREMENT OR 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 "WEST UNIVERSITY - BOZEMAN, MONTANA PREPARED BY ALLIED ENGINEERING SERVICES, INC DATED 8/5/2022. 2.ALL REFERENCES MADE TO THE GEOTECHNICAL REPORT IN THIS PLAN SET SHALL CONSULT THE AFOREMENTIONED REPORT. SURVEY CONTROL ·BASIS OF BEARING: BEARING IS BASED ON "GRID NORTH," IN ACCORDANCE WITH THE MODIFIED STATE PLANE COORDINATES FOR THE STATE OF MONTANA WITH GROUND PROJECTION AT THE WEST END OF KAGY BLVD: NGS CORS STATION ID: MTSU NORTH LATITUDE: 45° 39' 37.205013" WEST LONGITUDE: 111° 04' 02.746723" HORIZONTAL DATUM: NAD83 VERTICAL DATUM: NADV88 (GEOID 12A) ELLIPSOID HEIGHT: 4882.358' ·BENCHMARKS (SEE C200 FOR LOCATIONS) 1. TOP NUT OF EXISTING HYDRANT LOCATED AT THE WEST END OF KAGY BLVD - ELEVATION: 4921.25' ABBREVIATIONSLEGEND PROJECT SITE 1 C400 CALLOUT @ AT AASHTO AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS AB ABANDONED ACP ASBESTOS CEMENT PIPE AHJ AUTHORITIES HAVING JURISDICTION ANSI AMERICAN NATIONAL STANDARDS INSTITUTE APPROX APPROXIMATE ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS BC BACK OF CURB BCR BACK OF CURB RADIUS 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 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 MTR METER MUTCD MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES MS4 MUNICIPAL SEPARATE STORM SEWER SYSTEM NTS NOT TO SCALE OC ON CENTER OD OUTER DIAMETER OH, OHP OVERHEAD POWER OHU OVERHEAD UTILITIES 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 VCP VITRIFIED CLAY PIPE VERT VERTICAL WM WATER MAIN WV WATER VALVE W/WITH Δ DELTA KAGY BLVDS 19TH AVEW LINCOLN ST W GARFIELD ST S 22ND AVESITE DATA BLOCK D 10/24/2025