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Home My WebLink About009 - General Notes Legend & Abbreviations& ENGINEERS PLANNERS SURVEYORS DESIGNER DRAWN CHECKED PROJ. NO. DATE SURVEYED DESCRIPTIONDATEREVISION SHEET OF 9/7/23 11:08 BRYANA.ZUIDERWEG F:\7348 NORTH PARK WYNDHAM HOTEL SITE PLAN\DRAWINGS\DWG\CIVIL\5 SHEET PRODUCTION\02 - GENERAL NOTES LEGEND & ABBREV.DWG;222 --- DJ&A, P.C. 09/07/2023 7348 MR BZ BZ AND ABBREVIATIONS GENERAL NOTES, LEGEND, BOZEMAN, MT PROJECT ECHO NORTH PARK WYNDHAM HOTEL MONUMENT NORMAL CROWN NORTH NUMBER OUTSIDE DIAMETER PAVEMENT PERCENT PERFORATE POINT OF COMPOUND CURVE POINT OF CURVE POINT OF INTERSECTION SCHEDULE SLOPE DESIGNATION FRONT FACE OF CURB PAN FLOW LINE QUANTITIES RADIUS RED PLASTIC CAP REQUIRED RIGHT RIGHT-OF-WAY ROAD SECOND (ANGULAR) SIDEWALK SOUTH SPECIFICATION SQUARE SQUARE FOOT SQUARE YARD STANDARD STREET STATION SYMMETRICAL TANGENT TEMPORARY BENCH MARK TOP BACK OF CURB TYPICAL UPSTREAM VERTICAL CURVE LENGTH VERTICAL POINT OF INTERSECTION WEST MON. NC N NO. OD PVMT. PCT. OR % PERF. PCC PC PI SCH. HORIZ:VERT FF FL QUANT. R . RPC REQD. RT R/W RD. " S SPEC. SQ FT², SF SY STD ST STA E SYM. TAN. TBM TBC TYP. US VC VPI W ABBREVIATIONS ALTERNATE AND AND SO FORTH (ET CETERA) APPROXIMATE ASPHALT AT 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 DOWNSTREAM EACH EAST ELEVATION EXCAVATION EXPANSION JOINT FINISHED GRADE FOOT (MEASUREMENT) FOUND GALVANIZED GAGE (GAUGE) HEXAGON INSIDE DIAMETER INVERT INVERT ELEVATION LINEAL FOOT LUMP SUM MILES MAXIMUM MINUTE(S) (ANGULAR) MINIMUM MISCELLANEOUS ALT. & ETC. APPROX. ASPH. @ BM BPC CL, C/L CLR. CP CORR. CMP CY FT³, CF CULV. Δ °, DEG. DIA., D, Ø DRWG(S). DR DS EACH E ELEV., EL. EXC. EXP. JT. FG FT. OR ' FND GALV. GA. HEX. ID INV. IE LF LS M MAX. ' MIN. MISC. 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. 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 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 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. 5.COORDINATION WITH LANDOWNERS: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH LANDOWNERS AND BUSINESS OWNERS ADJACENT TO AND NEAR THE PROJECT TO SCHEDULE WORK 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 STAMPING ENGINEER 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 FOR 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 STAMPING ENGINEER PRIOR TO CONSTRUCTION. ALL DISTURBANCE AREAS MUST BE RESTORED TO PRE-CONSTRUCTION OR BETTER CONDITIONS AT THE COMPLETION OF WORK. 12.TRAFFIC VOLUME: A TRAFFIC IMPACT STUDY WAS CONDUCTED FOR THE NORTH PARK MASTER SITE PLAN DEVELOPMENT. BASED ON ITS NUMBERS, A 124-ROOM HOTEL WILL GENERATE APPROX. 546 DAILY WEEKDAY TRIPS. 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 LINE4700 FENCE - CHAIN LINK MINOR CONTOUR LINE CURB LINE (FACE OR TOP BACK) EDGE OF ASPHALT UNDERGROUND NATURAL GAS LINE/MAIN PROPOSED CURB LINE (FACE OR TOP BACK) CONCRETE SIDEWALK EDGE OF ASPHALT EDGE OF CONCRETE 4" WATER SERVICE LINE 4" FIRE SUPPRESSION LINE 6" FIRE HYDRANT LATERAL 8" SEWER SERVICE LATERAL 6" STORMWATER PIPE 12" STORMWATER PIPE UNDERGROUND ELECTRICAL LINE UNDERGROUND GAS LINE BUILDING FOOTPRINT MAJOR CONTOURS MINOR CONTOURS E GS S 8" NG UGT FO SETBACK SEWER EASEMENT UTILITY EASEMENT ADJACENT PROPERTY BOUNDARY EM DYH S WV ELECTRICAL APPURTENANCE FIBER OPTIC BOX SANITARY SEWER MANHOLE WATER VALVE WATER HYDRANT >>>FLOWLINE ELECTRIC METER OVERHEAD UTILITY POLE E CONCRETE HATCH & CONCRETE EDGE ASPHALT HATCH & ASPHALT EDGE PROPERTY BOUNDARY RIGHT OF WAY FS N NPSSROFE OI NOM AT A AL E EEN GINRMICHAEL T. RUSSELL No. 59647PE W 4" W 6" ELECTRICAL TRANSFORMER STORM CURB INLET SANITARY SEWER CLEANOUT WATER SHUTOFF VALVE E BIKE RACK SIGNAGE DETECTABLE WARNING PANEL 4700 SW SW 12"CONCRETE HATCH & EDGE ASPHALT HATCH & EDGE LANDSCAPING HATCH & EDGE SPILL CURB/GUTTER CATCH CURB/GUTTER VALLEY GUTTER FIRE HYDRANT LIGHT POLE (PARKING LOT) DYH STORM SEWER MANHOLESW 4701 4701