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HomeMy WebLinkAboutC0.2NotesAndLegend NOTES: LEGEND CIVIL ABBREVIATIONS: 1. STATE AND LOCAL ACCESSIBILITY REQUIREMENTS HAVE BEEN • FOUND MONUMENT AS NOTED AC ASBESTOS CEMENT ACKNOWLEDGED IN THE FOLLOWING PLANS. A REQUIRED AESI ALLIED ENGINEERING SERVICES, INC. ACCESSIBLE ROUTE IS PROVIDED FROM THE INDICATED PARKING O SET MONUMENT STALLS TO THE MAIN ENTRANCE OF THE PROPOSED BUILDING. ZL CONTROL POINT BLDG BUILDING BENCHMARK BM BENCHMARK 2. ALL CONSTRUCTION WILL CONFORM TO THE MONTANA PUBLIC BOG BACK OF GRATE (GUTTER) WORKS STANDARD SPECIFICATIONS (MPWSS), SIXTH EDITION, AND OS SEWER MANHOLE THE CITY OF BOZEMAN (COB) MODIFICATIONS TO MPWSS (JULY ® SEWER CLEANOUT CL CENTERLINE 2017) CMH CENTER OF MANHOLE SEWER SEPTIC TANK CMP CORRUGATED METAL PIPE 3. ANY EXISTING OR NEW VALVES WHICH CONTROL THE CITY OF D4 WATER VALVE CO CLEAN OUT BOZEMAN'S WATER SUPPLY SHALL BE OPERATED BY CITY OF COB CITY OF BOZEMAN FIRE HYDRANT CONC CONCRETE BOZEMAN PERSONNEL ONLY. CU COPPER O CURB STOP CY CUBIC YARD 4. THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A BLOW OFF VALVE MINIMUM OF 24 HOURS PRIOR TO BEGINNING ANY WORK. ® PRV VALVE DI DUCTILE IRON 5. CONTRACTOR SHALL FIELD—VERIFY LINE AND GRADE OF EXISTING DIA DIAMETER CONNECTIONS. ® WATER WELL DWG DRAWING STREET SIGN E EAST 6. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL BOLLARD EA EACH UNDERGROUND UTILITIES BY NOTIFYING ONE CALL AT LEAST TWO EG EXISTING GRADE BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION. LIGHT POLE ELEV ELEVATION 7. THE CITY OF BOZEMAN WATER DEPARTMENT WILL PERFORM TAPS POWER POLE EOP EDGE OF PAVEMENT ON THE EXISTING WATER MAIN. THE CONTRACTOR IS RESPONSIBLE o- GUY ANCHOR EXT'G EXISTING FOR SCHEDULING AND COORDINATING WITH THE WATER ELECTRICAL PEDESTAL FD FLOOR DRAIN DEPARTMENT. THE CONTRACTOR WILL BE CHARGED A FEE FOR FDN FOUNDATION EACH TAP MADE BY THE WATER DEPARTMENT. ALL TAPS ON 0 ELECTRICAL METER FETS FLARED END TERMINAL SECTION EXISTING WATER MAINS REQUIRE TAPPING SADDLES AND © TELEPHONE PEDESTAL FG FINISHED GRADE CORPORATION STOPS TO BE SUPPLIED AND INSTALLED BY THE FHYD FIRE HYDRANT CONTRACTOR PRIOR TO TAPPING OF THE MAIN BY THE WATER ® GAS METER FL FLANGE DEPARTMENT. Da GAS VALVE FLR FLOOR 8. AFTER FINISHING AND BROOMING, STAMP A MARK INTO THE 0 TEST PIT FT FEET CONCRETE TO MARK THE LOCATION OF THE SANITARY SEWER FTG FOOTING CLEANOUT AND THE WATER VALVE LOCATIONS. THE MARK SHALL TREE CONIFER (SIZE AS NOTED) BE EITHER A "W" FOR WATER OR AN "S" FOR SEWER. THE MARK TREE DECIDUOUS SIZE AS NOTED GPM GALLONS PER MINUTE SHALL BE 3" TALL AND STAMPED A MINIMUM OF J" INTO THE ( ) GV GATE VALVE FACE OF THE CURB. HDPE HIGH DENSITY POLYETHYLENE 9. THE VERTICAL DATUM IS NAVD 88. 47723— INDEX CONTOUR — FG (2.5' INTERVAL) HP HORIZONTAL HORSEPOWER 4770.5 CONTOUR MINOR — FG (0.5' INTERVAL) HWY HIGHWAY 10. ALL DIMENSIONS SHOWN ARE IN DECIMAL FEET. 4770— INDEX CONTOUR — EG (5' INTERVAL) IE INVERT ELEVATION 11. THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING AND 4771 CONTOUR MINOR — EG (1' INTERVAL) IN INCH MAINTAINING ALL NECESSARY PROJECT SITE ACCESS CONTROL INV INVERT DURING THE COURSE OF THE PROJECT. EASEMENT LINE 12. THE CONTRACTOR WILL BE REQUIRED TO MAINTAIN A CLEAN JOB BOUNDARY/ LOT LINE LF LINEAR FEETLT LEFT SITE. — ROAD CENTERLINE 13. THE CONTRACTOR WILL BE RESPONSIBLE FOR RESTORING THE TOP BACK OF CURB M MATERIAL GROUND SURFACE TO A PRE—PROJECT DISTURBANCE LEVEL MECH CH MECHANICAL EDGE OF CONCRETE MFR MANUFACTURER INCLUDING BUT NOT LIMITED TO RESTORING VEGETATION, GROUND MH MANHOLE COVER, AND STREET AND SIDEWALK RESTORATION AND REPAIR. EDGE OF PAVEMENT MIN MINIMUM EDGE OF BUIDDING MJ MECHANICAL JOINT 14. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND MPW MONTANA PUBLIC WORKS MAINTAINING CONSTRUCTION SAFETY AND SANITATION FACILITIES. X X FENCE — EXISTING MPWSS MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS OHP OVERHEAD POWER — EXISTING MUTCD MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES G—G— UTILITY GAS — EXISTING N NORTH TEL UTILITY PHONE — EXISTING NIC NOT IN CONTRACT E—E— UTILITY ELECTRIC — EXISTING PC POINT OF CURVATURE PE PLAIN END oHa OVERHEAD POWER PI POINT OF INTERSECTION P OVERHEAD TELEPHONE PL PROPERTY LINE PROP PROPERTY G UNDERGROUND GAS PSI POUNDS PER SQUARE INCH PSIG POUNDS PER SQUARE INCH GAUGE TEL UNDERGROUND TELEPHONE PT POINT OF TANGENCY e UNDERGROUND ELECTRIC PVC POLYVINYL CHLORIDE PRV PRESSURE REDUCING VALVE S SEWER MAIN s SEWER MAIN — EXISTING Q FLOW SEWER SERVICE R RADIUS RCP REINFORCED CONCRETE PIPE w WATER MAIN RDCR REDUCER w WATER MAIN — EXISTING ROW RIGHT OF WAY RPR RESIDENT PROJECT REPRESENTATIVE WATER SERVICE RT RIGHT DO STORM INLET/MANHOLE S SOUTH So STORM LINE — EXISTING SCH SCHEDULE SD STORM DRAIN so STORM DRAINPIPE SECT SECTION - -———————- CULVERT SS SANITARY SEWER STA STATION DITCH CENTERLINE — EXISTING STD STANDARD ® EXISTING STORM INLET TRIM TEMPORARY BENCHMARK UTILITY CONDUIT TBC TOP BACK OF CURB TDH TOTAL DYNAMIC HEAD - TEMP TEMPERATURE TP TEST PIT TW TOP OF WALL TYP TYPICAL DEC UNIFORM BUILDING CODE UPC UNIFORM PLUMBING CODE UG UNDERGROUND VERT VERTICAL W WEST W/ WITH W/0 WITHOUT - NO. REVISIONS DRAWN BY DATE PROJECT #: 21-076 SHEET '1Y STILL ATER HOSPICE 32 DISCOVERY DRIVE DATE: 11/23/2021 BOZEMAN,MT 59718 Civil Engineering NOTES AND LEGEND ®o� NOTES S AND LEGEND PHONE(406)582-0221 Geotechnical Engineering ALLIED FAX(406)582-5770 Land Surveying ENGINEERING I' PROJECT ENGINEER: RSR DRAWN BY: MCC www.alliedengineerinq.com y g SERMMINR STILLWATEItHOSPICE BOZEM[AN M[ONTANA DESIGNED BY: RSR, MCG REVIEWED BY: RSR 9 °'�ese NOTES AND LEGEND