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Home My WebLink About004 2 Civil General NotesDESIGNED BY: DRAWN BY: CHECKED BY: DATE: PCR PCR EWR 7/25/2024 SHEET 2NO.DATEREVISIONPREPARED BYBYGENERAL NOTESFORMESCENT ARCHITECTSBOZEMAN, MTBUFFALO RESTORATIONENGINEERINGPROJECT NO. 2023507 895 TECHNOLOGY BLVD., SUITE 203BOZEMAN, MT 59718(406) 624-3910www.wwcengineering.comGENERAL CONSTRUCTION NOTES BLOCK LEGEND LINE STYLE LEGEND A 10 12 1 DRAWING NOTATION INDICATES CROSS SECTION LOCATION. "A" REFERS TO THE CROSS SECTION DESIGNATION. "10" REFERS TO THE SHEET NUMBER WHERE THE SECTION IS CUT OR SHOWN. INDICATES DETAIL LOCATION. "1" REFERS TO THE DETAIL DESIGNATION. "12" REFERS TO THE SHEET NUMBER WHERE THE DETAIL IS INDICATED OR SHOWN. ABRREVIATIONS ACI AMERICAN CONCRETE INSTITUTE BAR REBAR BMP BEST MANAGEMENT PRACTICES BOT BOTTOM BVC BEGIN VERTICAL CURVE CFS CUBIC FEET PER SECOND CL CENTERLINE CMP CORRUGATED METAL PIPE CONC CONCRETE OR CONCENTRIC CP CONTROL POINT CSP CORRUGATED STEEL PIPE CTR CENTER CU FT CUBIC FEET CULV CULVERT DI DUCTILE IRON OR DRAIN INLET DIA DIAMETER EA EACH E.F.EACH FACE EL, ELEV ELEVATION EOP EDGE OF PAVEMENT EVC END VERTICAL CURVE FT FOOT OR FEET GPM GALLONS PER MINUTE HP HORSEPOWER 1.UNLESS SPECIFICALLY SHOWN ON THE DRAWINGS, ALL WORK SHALL CONFORM TO THE PROJECT SPECIFICATIONS AND THESE PLANS. 2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITS REQUIRED AND CONSTRUCTION TESTING FOR CONSTRUCTION ACTIVITIES. 3.THE CONTRACTOR SHALL RESTORE ALL ROADWAYS AND ANY DISTURBED AREA TO EQUAL OR BETTER CONDITION THAN EXISTED PRIOR TO CONSTRUCTION, AS DETERMINED BY THE OWNER AND THE ENGINEER. 4.THE LOCATION, DEPTH AND SIZE OF EXISTING UTILITIES SHOWN ON THESE PLANS ARE APPROXIMATE. THE CONTRACTOR SHALL FIELD VERIFY THE EXISTENCE, LOCATION, DEPTH, SIZE, LINE AND GRADE OF EXISTING UTILITY CONNECTIONS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO THE EXISTING FACILITIES DUE TO FAILURE TO LOCATE OR PROVIDE PROPER PROTECTION WHEN LOCATION IS KNOWN. 5.THE CONTRACTOR SHALL SUPPLY ALL NECESSARY FITTINGS, COUPLINGS AND SPOOL PIECES FOR CONNECTING NEW UTILITIES TO EXISTING UTILITIES. THESE PLANS MAY NOT SHOW ALL REQUIRED COMPONENTS FOR MAKING THE CONNECTIONS. 6.THE CONTRACTOR IS RESPONSIBLE FOR CONTROLLING DUST AND EROSION DURING CONSTRUCTION AT CONTRACTOR'S EXPENSE. EROSION SHALL BE CONTROLLED IN ACCORDANCE WITH EPA AIR QUALITY STANDARDS ON THE FLATHEAD RESERVATION. THE CONTRACTOR SHALL CONFIRM AIR QUALITY STANDARDS WITH THE CSKT AIR QUALITY OFFICER. 7.ALL DISTURBED AREAS SHALL BE SEEDED BY THE CONTRACTOR USING A SEED MIX APPROVED BY THE OWNER. 8.THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF UTILITY (PHONE/POWER/CATV) INSTALLATION WITH LOCAL UTILITY COMPANIES. 9.THE CONTRACTOR SHALL NOTIFY ONE CALL @ 1-800-424-5555 FOR ONSITE UTILITY LOCATION. ALL EXISTING UTILITIES SHALL BE MARKED BEFORE DIGGING. 10.THE CONTRACTOR SHALL MAINTAIN SERVICE OF ALL EXISTING UTILITIES. IF SAID SERVICE IS DAMAGED, THE CONTRACTOR SHALL IMMEDIATELY REPAIR THE DAMAGE AT THE CONTRACTOR’S EXPENSE. 11.THE CONTRACTOR SHALL NOTIFY THE ENGINEER A MINIMUM OF 48 HOURS PRIOR TO BEGINNING ANY WORK. 12.ALL UTILITY CONDUITS FOR IRRIGATION, ELECTRICAL, GAS, PHONE, CATV, ETC. SHALL BE BURIED A MINIMUM 24” FROM FINISHED GRADE WITH TYPE A BACKFILL, UTILIZING TYPE 1 BEDDING, UNLESS DIRECTED OTHERWISE BY ENGINEER. 13.IF THE CONTRACTOR DETERMINES THE NEED TO DISTURB MORE THAN 1.0 ACRE DURING THE CONSTRUCTION OF THE PROJECT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AN EPA NPDES PERMIT AND COMPLYING WITH ALL TERMS OF THE PERMIT. NO SEPARATE PAYMENT WILL BE MADE FOR THIS WORK. 14.QUANTITIES SHOWN IN THESE PLANS ARE FOR INFORMATIONAL PURPOSES ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING ACTUAL QUANTITIES. X X O O FM FM FO FO [ ][ ] IR IR NG NG OHP OHP OHT OHT W W UGTV UGTV UGT UGT UGP UGP ST ST SS SS RW RW OHTV OHTV FENCE [BARBED] FENCE [CHAIN] FORCEMAIN FIBER OPTIC FENCE [PRIVACY] FIRE LINE IRRIGATION LINE NATURAL GAS OVERHEAD POWER OVERHEAD TELEPHONE F F UNDERGROUND TV UNDERGROUND TELEPHONE UNDERGROUND POWER STORM WATER SEWER RAW WATER OVERHEAD TV X X O O FM FM FO FO [ ][ ] F F IR IR NG NG OHP OHP OHT OHT W W UGTV UGTV UGT UGT UGP UGP ST ST SS SS RW RW OHTV OHTV MAJOR CONTOUR MINOR CONTOUR EXISTING PROPOSED S CO S FM LS D PS BS CS W W M TS W W C C C P E P P IR IR IR F F F F FIBER OPTIC MANHOLE FIBER OPTIC MARKER FIBER OPTIC PULL BOX FIBER OPTIC PEDESTAL FIBER OPTIC VAULT G G NATURAL GAS MARKER NATURAL GAS METER NATURAL GAS VALVE T T T T TELEPHONE MANHOLE TELEPHONE MARKER TELEPHONE PULL BOX TELEPHONE PEDESTAL TELEPHONE VAULT TREE (DECIDUOUS) TREE (CONIFER) ADA RAMP SIGN BOLLARD MILEPOST CATTLE GUARD BORE LOCATION S SANITARY SEWER MANHOLE SANITARY SEWER CLEANOUTCO SANITARY SEWER CAP S SANITARY SEWER METER VAULT SANITARY SEWER FM (TEE) SANITARY SEWER FM (11.25°) SANITARY SEWER FM (22.5°) SANITARY SEWER FM (45°) SANITARY SEWER FM (90°) SANITARY SEWER FM (CROSS) SANITARY SEWER FM FLANGE FM SANITARY SEWER FM VALVE LS SANITARY SEWER LIFT STATION SANITARY SEWER FM REDUCER SANITARY SEWER FM BF PREV. STORMWATER AREA INLET STORMWATER COMBO INLET STORMWATER FLARED END D STORMWATER MANHOLE PS STORMWATER PUMP STATION STORM SEWER HEAD WALL W WATER FITTING BEND 11.25° WATER FITTING BEND 22.5° WATER FITTING BEND 45° WATER FITTING BEND 90° WATER FITTING CAP WATER FITTING CROSS WATER FITTING FLANGE WATER FITTING TEE WATER FITTING VALVE EXISTING PROPOSED EXISTING PROPOSED BS CS W W M TS W WATER VENT WATER MANHOLE WATER REDUCER WATER MARKER FIRE HYDRANT WATER CURB STOP WATER METER WATER VAULT WATER BOOSTER STATION WATER WELL WATER MONITORING WELL WATER TEST STATION C C C CABLE TELEVISION MARKER CABLE TELEVISION PULL BOX CABLE TELEVISION PEDESTAL CABLE TELEVISION VAULT P E P P POWER GUY ANCHOR POWER GUY POLE POWER MANHOLE POWER MARKER ELECTRIC POWER METER POWER POLE POWER TRANSFORMER POWER VAULT STREET LIGHT IR IR IR IRRIGATION PULL BOX IRRIGATION SPRINKLER HEAD IRRIGATION VALVE IRRIGATION VAULT EXISTING PROPOSED F F F F G G T T T T PROP CORNER ALUMINUM CAP PROP CORNER BRASS CAP PROP CORNER CHISELED X HIGHWAY ROW MONUMENT PROP CORNER IRON PIPE PROP CORNER LEAD & TACK PROP CORNER REBAR PROP CORNER STONE CONTROL POINT HWY HIGHWAY INV INVERT ELEVATION LF LINEAR FEET MH MANHOLE MJ MECHANICAL JOINT O.C.ON CENTER O.C.E.F.ON CENTER EACH FACE OHP OVERHEAD POWER PI POINT OF INTERSECTION POT POINT ON TANGENT PS PIPE SUPPORT PT POINT, POINT OF TANGENCY PVC POLYVINYL CHLORIDE PWR POWER RCP REINFORCED CONCRETE PIPE R/W OR ROW RIGHT OF WAY SAN SANITARY SST STAINLESS STEEL STA STATION TBC TOP BACK OF CURB TYP TYPICAL UG UNDERGROUND WTR WATER PROP CORNER PLASTIC CAP