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Home My WebLink About009 - General Notes& ENGINEERS PLANNERS SURVEYORS DESIGNER DRAWN CHECKED PROJ. NO. DATE SURVEYED DESCRIPTIONDATEREVISION SHEET OF 8/10/23 10:47 KYLE.DRUYVESTEIN F:\7350 TIDAL WAVE AUTO SPA, NORTH 19TH, BOZEMAN\DRAWINGS\DWG\CIVIL\5 SHEET PRODUCTION\2 - GENERAL NOTES, LEGEND & ABBREVIATIONS.DWG;252 --- DJ&A, P.C. 08/25/2023 7350 MR KD KD AND ABBREVIATIONS GENERAL NOTES, LEGEND BOZEMAN, MT TIDAL WAVE AUTO SPA NORMAL CROWN NORTH NUMBER OUTSIDE DIAMETER PAVEMENT PERCENT PERFORATE POINT OF COMPOUND CURVE POINT OF CURVE POINT ON CURVE POINT OF INTERSECTION POINT OF REVERSE CURVE POINT ON TANGENT POINT OF TANGENT POINT OF VERTICAL INTERSECTION QUANTITIES SCHEDULE SLOPE DESIGNATION FRONT FACE OF CURB PAN FLOW LINE QUANTITIES RADIUS RADIUS POINT RAIL ROAD RED PLASTIC CAP REQUIRED RIGHT RIGHT-OF-WAY ROAD SECOND (ANGULAR) SIDEWALK SOUTH SPECIFICATION SQUARE SQUARE FOOT SQUARE YARD STANDARD STREET STATION SUPERELEVATION RATE SYMMETRICAL TANGENT TEMPORARY BENCH MARK TOP BACK OF CURB TYPICAL VERTICAL CURVE LENGTH VERTICAL POINT OF INTERSECTION WEST NC N NO. OD PVMT. PCT. OR % PERF. PCC PC POC PI PRC POT PT PVI QUANT. SCH. HORIZ:VERT FF FL QUANT. R RAD PT. R-R RPC REQD. RT R/W RD. " S/W S SPEC. SQ FT², SF SY STD ST STA E SYM. TAN. TBM TBC TYP. VC VPI W ABBREVIATIONS ALTERNATE AND AND SO FORTH (ET CETERA) APPROXIMATE ASPHALT AT BEGIN VERTICAL CURVE ELEVATION BEGIN VERTICAL CURVE STATION BENCH MARK BLUE PLASTIC CAP CENTERLINE CLEAR CONTROL POINT CORRUGATED CORRUGATED METAL PIPE CUBIC YARD CUBIC FEET CULVERT CURVE DELTA DEGREE DIAMETER DRAWING(S) DRIVE EACH EAST ELEVATION ENGINEER(S) END VERTICAL CURVE ELEVATION END VERTICAL CURVE STATION EXCAVATION EXPANSION JOINT FINISHED GRADE FOOT (MEASUREMENT) FOUND GALVANIZED GAGE (GAUGE) HEXAGON INSIDE DIAMETER INVERT INVERT ELEVATION LEFT LENGTH OF CURVE LINEAL FOOT LOOP LUMP SUM MILES MAXIMUM MINUTE(S) (ANGULAR) MINIMUM MISCELLANEOUS MONUMENT ALT. & ETC. APPROX. ASPH. @ BVCE BVCS BM BPC CL, C/L CLR. CP CORR. CMP CY FT³, CF CULV. Δ °, DEG. DIA., D, Ø DRWG(S). DR EACH E ELEV., EL. ENGR(S). EVCE EVCS EXC. EXP. JT. FG FT. OR ' FND GALV. GA. HEX. ID INV. IE LT L LF LP LS M MAX. ' MIN. MISC. MON. 1.SPECIFICATIONS: CONSTRUCT THE PROJECT IN COMPLIANCE WITH THE CITY OF BOZEMAN STANDARD DETAILS AND DRAWINGS (AND MODIFICATIONS TO MPWSS). IF CITY OF BOZEMAN STANDARDS ARE NOT PRESENT FOR A CONSTRUCTION ITEM, CONTRACTOR TO CONSTRUCT TO BE IN COMPLIANCE WITH MONTANA PUBLIC WORKS STANDARDS AND SPECIFICATIONS. ALL WORK AND IMPROVEMENTS WITHIN VALLEY CENTER ROW TO BE PERFORMED IN ACCORDANCE WITH MONTANA DEPARTMENT OF TRANSPORTATION (MDT) STANDARDS AND SPECIFICATIONS. 2.EROSION CONTROL PLAN & CITY OF BOZEMAN SWPPP: SUBMIT A SOIL EROSION CONTROL PLAN TO THE CITY OF BOZEMAN, PROVIDE METHODS TO PREVENT RUNOFF FROM THE CONSTRUCTION SITE. THE CONTRACTOR MUST OBTAIN A REQUIRED CITY OF BOZEMAN SWPPP PERMIT. THE CONTRACTOR MUST SUBMIT ALL SWPPP REPORTS TO THE ENGINEER. THE CONTRACTOR IS REQUIRED TO SUBMIT TO CITY OF BOZEMAN ENGINEERING ANY ADDITIONAL REPORTS AT TIME OF NOTICE OF TERMINATION (SWPPP PERMIT CLOSE-OUT) IF FINAL STABILIZATION OF SITE HASN'T BEEN ACHIEVED AT TIME OF ENGINEER'S FINAL WALK-THROUGH. 3.DISPOSAL: ALL MATERIALS DESIGNATED FOR REMOVAL BECOME THE PROPERTY OF THE CONTRACTOR UPON REMOVAL AND ARE TO BE DISPOSED OF IN AN ENVIRONMENTALLY SAFE MANNER IN ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL REQUIREMENTS. PROPER DISPOSAL OF MATERIALS DESIGNATED FOR REMOVAL ARE INCIDENTAL TO OTHER ITEMS IN THE CONTRACT UNLESS OTHERWISE NOTED. 4.EXISTING UTILITIES: UTILITY LOCATIONS SHOWN ON THE PLANS ARE APPROXIMATE. NOT ALL UTILITIES MAY BE SHOWN. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES THAT MAY BE IMPACTED BY THIS PROJECT. REFER TO PROJECT SPECIFICATION SECTION 01041 FOR UTILITY COMPANY CONTACT INFORMATION AND COORDINATION REQUIREMENTS. 5.COORDINATION WITH LANDOWNERS: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH LANDOWNERS AND BUSINESS OWNERS ADJACENT TO THE PROJECT TO SCHEDULE WORK OR PROCURE ANY NECESSARY TEMPORARY CONSTRUCTION EASEMENTS THAT MAY AFFECT ACCESS TO THEIR PROPERTIES. 6.SETTING SIGNS: SET STREET SIGNS IN ACCORDANCE WITH THE DRAWINGS, AND THE CITY OF BOZEMAN STANDARD DETAILS. 7.ACCURACY: EVERY ATTEMPT HAS BEEN MADE TO ENSURE THE ACCURACY OF THE DRAWINGS THROUGH THE FIELD VERIFICATION & EXISTING PLAN REVIEW. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY EXISTING CONDITIONS, SIZES, QUANTITIES, & TO COORDINATE ALL ASPECTS OF THE PROJECT BEFORE CONSTRUCTION, ORDERING, AND INSTALLATION OF ANY COMPONENT. NOTIFY CONTRACTING OFFICER IMMEDIATELY FOR WRITTEN CLARIFICATION IF ANY DISCREPANCY EXISTS. 8.ABBREVIATIONS: DRAWINGS CONTAINED WITHIN THESE DOCUMENTS ARE ABBREVIATED IN NATURE. THE CONTRACTOR IS EXPECTED TO USE QUALITY, ACCEPTABLE, CONSTRUCTION PRACTICES & TECHNIQUES FOR THE EXTENT & TYPE OF WORK DESCRIBED HEREIN. 9.SCALING: DO NOT SCALE DRAWINGS. VERIFY ALL EXISTING DIMENSIONS IN THE FIELD. IF A DIMENSION DOES NOT EXIST OR IS IN ERROR, CONTACT THE ENGINEER ON RECORD IMMEDIATELY FOR WRITTEN CLARIFICATION. 10.COMPLIANCE: CONSTRUCTION SHALL COMPLY WITH ENVIRONMENTAL PROTECTION AGENCY REGULATIONS, OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION, AND CITY OF BOZEMAN REGULATIONS. 11.DISTURBANCE: THE CONTRACTOR SHALL ONLY DISTURB WITHIN THE LIMITS OF DISTURBANCE SPECIFIED AND SHOWN ON THE CONSTRUCTION DRAWINGS. NO GROUND DISTURBANCE SHALL OCCUR OUTSIDE THE LIMITS UNLESS APPROVED BY THE CONTRACTING OFFICER PRIOR TO CONSTRUCTION. ALL DISTURBANCE AREAS MUST BE RESTORED TO PRE-CONSTRUCTION OR BETTER CONDITIONS AT THE COMPLETION OF WORK. 12.A GEOTECHNICAL EXPLORATION AND REPORT WERE COMPLETED FOR THIS PROJECT, CONTRACTOR TO REVIEW THE REPORT IN CONJUNCTION WITH THE CIVIL ENGINEERING PLAN SET. 13.PEAK HOUR TRAFFIC WAS DETERMINED TO BE A WEEKDAY AT 5 PM WITH A PEAK HOUR TRAFFIC RATE OF 77.5. GENERAL NOTES LEGEND EXISTING EW ES UTV UGP UNDERGROUND POWER LINE UNDERGROUND FIBER OPTIC LINE UNDERGROUND TELEPHONE LINE UNDERGROUND CATV-TV SPECIFIC LINE UNDERGROUND GRAVITY SEWER LINE/MAIN UNDERGROUND WATER LINE/MAIN MAJOR CONTOUR LINE CURB LINE (FACE OR TOP BACK) 3200 FENCE - CHAIN LINK MINOR CONTOUR LINE >>>FLOWLINECULVERT PIPE EDGE OF ASPHALT UNDERGROUND NATURAL GAS LINE/MAIN PROPOSED CURB LINE (FACE OR TOP BACK) CONCRETE SIDEWALK EDGE OF ASPHALT EDGE OF CONCRETE 2" WATER SERVICE LINE 4" SEWER SERVICE LINE UNDERGROUND ELECTRICAL LINE UNDERGROUND TELEPHONE LINE BUILDING FOOTPRINT MAJOR CONTOURS MINOR CONTOURS E TV S 4" W 2" 3200 RIGHT OF WAY PROPERTY BOUNDARY RW TREE ELECTRICAL APPURTENANCE TELEPHONE APPURTENANCE SITE LIGHTING NG UGT FO E T SETBACK