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Home My WebLink About003 C0.1 GENERAL NOTESHY DLEGEND EXISTING FIRE HYDRANT EXISTING WATER VALVE EXISTING SANITARY SEWER MANHOLE EXISTING STORM DRAIN FACILITIES EXISTING FIBER/TELEPHONE FACILITIES EXISTING ELECTRICAL FACILITIES EXISTING GAS FACILITIES EXISTING TRAFFIC SIGN EXISTING WELL EXISTING CMP CULVERT EXISTING RCP CULVERT ESD EXISTING STORM SEWER MAIN ES EXISTING SAN SEWER MAIN ESS EXISTING SAN SEWER SERVICE F EXISTING FIBER OPTIC EXISTING UNDERGROUND POWEREE EXISTING UNDERGROUND TELEPHONET C C EXISTING UNDERGROUND CABLE G G EXISTING GAS LINE EXISTING OVERHEAD POWER OHT OHT EXISTING OVERHEAD TELEPHONE P P EXISTING PETROLEUM LINE EW EXISTING WATER MAIN EWS EXISTING WATER SERVICE SD SD RD RD PROPOSED STORM DRAIN INLET PROPOSED STORM DRAIN MANHOLE PROPOSED STORM DRAIN PROPOSED ROOF DRAIN PROPOSED SAN SEWER CLEANOUTS WS WS UTIL UTIL PROPOSED GRAVITY SAN SEWER SERVICE PROPOSED DOMESTIC WATER SERVICE PROPOSED UTILITY CONDUIT SS SVC EXISTING BUILDING EXISTING BUILDING ROOF EXISTING CONCRETE EXISTING CURB FACE EXISTING CURB FLOWLINE EXISTING TOP BACK OF CURB EXISTING PARKING STRIPE EXISTING ASPHALT////// EXISTING GRAVEL EDGE EXISTING SIDEWALK PROPOSED BUILDING PROPOSED CONCRETE PROPOSED CURB FLOWLINE PROPOSED TOP BACK OF CURB PROPOSED PARKING STRIPE PROPOSED ASPHALT PROPOSED GRAVEL EDGE PROPOSED SIDEWALK GRAPHICAL SIDEWALK JOINT PROPOSED ASPHALT GRADE BREAK EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR 4820 4819.00 PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR 4822 4821.00PERFPERFPROPOSED PERFORATED DRAIN PIPE IRRIG IRRIG PROPOSED IRRIGATION SLEEVE PROPOSED PRESSURIZED SAN SEWER SERVICESS FM SS FM FIRE FIRE PROPOSED FIRE SERVICE PROJECT LOCATION 101 4867.670 CP NAIL 103 4864.690 CP NAIL 105 4879.490 CP NAIL 110 4871.270 CP REBAR 112 4871.870 CP MAG NAIL 113 4881.390 CP REBAR 115 4869.640 CP MAG NAIL 116 4862.790 CP REBAR PROPOSED LEASE AREA4.896 ACRES issue date project # phasesheet projectownerrevision date 2/24/2022 1:56:20 PMC0.1GENERAL NOTES21087.00 UDC SITE SUBMISSION AURORA TECHNOLOGIESINNOVATION CAMPUS PARTNERSN:\5755\008-Aurora\ACAD\Sheets\C0.1-GeneralNotes.dwgengineers surveyors planners scientistsMorrisonMaierle03/25/2022 1 6/15/22 03.25.2022 ABDN ABANDON AC ASPHALTIC CONCRETE, ALUMINUM CAP ADA AMERICANS WITH DISABILITIES ACT ADDL ADDITIONAL ADJ ADJACENT, ADJUST AFF ABOVE FINISHED FLOOR ALT ALTERNATE APPROX APPROXIMATE ARCH ARCHITECTURE, ARCHITECTURAL ARCP ARCHED REINFORCED CONCRETE PIPE ASPH ASPHALT AVG AVERAGE BC BUILDING CORNER BFF BELOW FINISHED FLOOR BH BOREHOLE BLDG BUILDING BLK BLOCK BM BENCHMARK BRG BEARING BW BOTTOM OF WALL CHK CHECK CI CAST IRON CIPC CAST IN-PLACE CONCRETE CIRC CIRCULAR CL CENTERLINE CMP CORRUGATED METAL PIPE CMU CONCRETE MASONRY UNITS CO CLEANOUT COB CITY OF BOZEMAN COMB COMBINATION CONC CONCRETE CONN CONNECT, CONNECTION COORD COORDINATE CP CONTROL POINT CPP CORRUGATED PLASTIC PIPE CSP CORRUGATED STEEL PIPE CTR CENTER CU CUBIC CU FT, CF CUBIC FEET CU IN CUBIC INCH CULV CULVERT CU YD CUBIC YARD D & L D&L FOUNDRY AND SUPPLY DBL DOUBLE DI DUCTILE IRON, DRAIN INLET DIA, Ø DIAMETER DIM DIMENSION DIR DIRECTION DTL DETAIL DWG DRAWING E EAST EA EACH, EDGE OF ASPHALT EC EDGE OF CONCRETE EG EDGE OF GRAVEL, EXISTING GROUND EJIW EAST JORDAN IRON WORKS EL, ELEV ELEVATION ELEC ELECTRIC, ELECTRICAL ENGR ENGINEER EP EDGE OF PAVEMENT EXC EXCAVATE EX EXISTING EXT EXTERIOR FD FLOOR DRAIN FDN FOUNDATION FES FLARED END SECTION FET FLARED END TERMINAL FF FINISHED FLOOR FG FINISHED GRADE FHYD FIRE HYDRANT FL FLOWLINE FLR FLOOR FT FOOT, FEET FTG FOOTING GA GAGE, GAUGE GAL GALLON GB GRADE BREAK GFA GROSS FLOOR AREA GND GROUND GSP GALVANIZED STEEL PIPE GVL GRAVEL HC HANDICAP HDPE HIGH DENSITY POLYETHYLENE HORIZ HORIZONTAL HP HIGH POINT HT HEIGHT HWY HIGHWAY HYD HYDRANT ID INSIDE DIAMETER IE INVERT ELEVATION IN INCH INSUL INSULATE INT INTERIOR INV INVERT LAT LATITUDE LF LINEAR FEET LONG LONGITUDE, LONGITUDINAL LT LEFT LVL LEVEL MATL MATERIAL MAX MAXIMUM MDT MONTANA DEPARTMENT OF TRANSPORTATION MECH MECHANICAL MFD MANUFACTURED MFR MANUFACTURER MH MANHOLE MIN MINIMUM MISC MISCELLANEOUS N NORTH NE NORTHEAST NIC NOT IN CONTRACT NOM NOMINAL NTS NOT TO SCALE NW NORTHWEST OC ON CENTER OD OUTSIDE DIAMETER OHP OVERHEAD POWER PC POINT OF CURVE PI POINT OF INTERSECTION PL PROPERTY LINE PRELIM PRELIMINARY PROP PROPERTY PT POINT, POINT OF TANGENCY PVC POLYVINYL CHLORIDE PVMT PAVEMENT RACET ROAD APPROACH CULVERT END TERMINAL R, RAD RADIUS RC REINFORCED CONCRETE RCP REINFORCED CONCRETE PIPE RD ROAD, ROOF DRAIN REF REFERENCE REQD REQUIRED RT RIGHT R/W RIGHT-OF-WAY S SOUTH SAN SANITARY SCH SCHEDULE SD STORM DRAIN SE SOUTHEAST SEC SECTION SPEC SPECIFICATION SQ SQUARE SQ FT, SF SQUARE FOOT SQ IN SQUARE INCH STA STATION SS SANITARY SEWER STD STANDARD SVC SERVICE SW SIDEWALK, SOUTHWEST TB THRUST BLOCK TBC TOP BACK OF CURB TEMP TEMPORARY, TEMPERATURE TOC TOP OF CONCRETE TRANS TRANSITION TW TOP OF WALL TYP TYPICAL UG UNDERGROUND UTIL UTILITY VERT VERTICAL VOL VOLUME VPD VEHICLES PER DAY W WEST W/WITH W/O WITHOUT WL WATERLINE TR WATER WSEL WATER SURFACE ELEVATION WV WATER VALVE XFMR TRANSFORMER YD YARD NOTE: FOR ABBREVIATIONS NOT LISTED, CONTACT THE ENGINEER. ABBREVIATIONS DETAIL AND SECTION DESIGNATION A - X-X SECTION (LETTER) OR DETAIL (NUMERAL) DESIGNATION DRAWING NUMBER (OR SAME DRAWING) ON DRAWING WHERE SECTION OR DETAIL IS TAKEN: DRAWING NUMBER WHERE SHOWN ON DRAWING WHERE SECTION OR DETAIL IS SHOWN: DRAWING NUMBER(S) WHERE TAKEN GENERAL NOTES: 1.STANDARD SYMBOLS AND LINE TYPES ARE SHOWN IN THE LEGEND. SOME SYMBOLS OR LINE TYPES SHOWN MAY NOT BE SHOWN ON THE PLANS. 2.IN GENERAL, EXISTING STRUCTURES AND FACILITIES ARE NOTED AS "EXISTING" AND ARE SHOWN IN LIGHT LINE WEIGHTS OR AS SCREENED BACKGROUND. NEW STRUCTURES OR FACILITIES ARE SHOWN IN HEAVY LINE WEIGHTS. CONSTRUCTION NOTES: 1.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, SIXTH EDITION DATED APRIL 2010 (MPWSS); THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS; AND THE PROJECT SPECIFICATIONS. 2.CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE DIVISION OF INDUSTRIAL REGULATIONS (OSHA) SAFETY STANDARDS. IF REQUESTED BY THE INSPECTOR, THE CONTRACTOR SHALL PROVIDE PROOF OF A PERMIT FROM SAID DIVISION. 3.THE CONTRACTOR'S OPERATIONS SHALL BE CONFINED WITHIN THE PROJECT LIMITS. MATERIALS AND EQUIPMENT SHALL BE STORED ON THE PROJECT SITE WHERE APPROVED BY THE OWNER. IT SHALL BE UNDERSTOOD THAT THE RESPONSIBILITY FOR PROTECTION AND SAFEKEEPING OF EQUIPMENT AND MATERIALS ON OR NEAR THE SITE WILL BE ENTIRELY THAT OF THE CONTRACTOR AND THAT NO CLAIM SHALL BE MADE AGAINST THE OWNER BY REASON OF ANY ACT OF AN EMPLOYEE OR TRESPASSER. 4.CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION. ANY DISCREPANCIES FOUND ARE TO BE BROUGHT TO THE ENGINEER'S ATTENTION PRIOR TO COMMENCEMENT OR CONTINUATION OF CONSTRUCTION ACTIVITIES. 5.REFERENCE ALL SURVEY MONUMENTS, SECTION CORNERS, 1/4 CORNERS, AND PROPERTY CORNERS PRIOR TO BEING DISTURBED BY CONSTRUCTION. ANY MONUMENTS AND CORNERS DISTURBED DURING CONSTRUCTION SHALL BE REPLACED BY A PROFESSIONAL LAND SURVEYOR (PLS) REGISTERED IN THE STATE OF MONTANA. 6.A PRE-CONSTRUCTION MEETING (AS REQUIRED) SHALL BE HELD WITH THE GENERAL CONTRACTOR, SITE SUBCONTRACTOR,CITY OF BOZEMAN, OWNER, AND MORRISON-MAIERLE, INC. PRIOR TO THE START OF CONSTRUCTION. 7.THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND THE CITY, COUNTY, AND/OR STATE INSPECTOR 48 HOURS PRIOR TO COMMENCING CONSTRUCTION AND 24 HOURS IN ADVANCE OF SPECIFIC INSPECTION NEEDS DURING THE COURSE OF THE WORK. ALL WORK SHALL BE PERFORMED DURING NORMAL WORKING HOURS AND SUBJECT TO THE AVAILABILITY OF AN INSPECTOR AND APPROVED BY THE ENGINEER. THE CONTRACTOR WILL BE BILLED FOR SAID INSPECTION SERVICES AS PROVIDED IN THE MOST RECENTLY ADOPTED FEES FOR SUCH SERVICES. 8.THE CONTRACTOR SHALL PERFORM ALL CONSTRUCTION ACTIVITIES IN A MANNER TO MINIMIZE INCONVENIENCE TO THE ADJACENT BUSINESSES. 9.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL PUBLIC AND PRIVATE PROPERTY INSOFAR AS IT MAY BE AFFECTED BY THESE OPERATIONS, ALL COSTS FOR PROTECTING, REMOVING, AND RESTORING EXISTING IMPROVEMENTS SHALL BE BORNE SOLELY BY THE CONTRACTOR. 10.THE CONTRACTOR SHALL AT ALL TIMES TAKE WHATEVER MEASURES ARE NECESSARY TO ASSURE THE PROPER CONTAINMENT AND DISPOSAL OF POLLUTANTS ON THE SITE IN ACCORDANCE WITH ANY AND ALL APPLICABLE LOCAL, STATE, AND FEDERAL REGULATIONS. 11.THE CONTRACTOR SHALL IMMEDIATELY CLEAN UP ANY CONSTRUCTION MATERIALS INADVERTENTLY DEPOSITED ON EXISTING STREETS, SIDEWALKS, OR OTHER PUBLIC RIGHTS-OF-WAY AND MAKE SURE STREETS AND WALKWAYS ARE CLEANED AT THE END OF EACH WORKING DAY. 12.CONSTRUCTION WORK ZONE TRAFFIC SIGNS SHALL BE FURNISHED, INSTALLED, AND MAINTAINED IN ACCORDANCE WITH APPLICABLE REQUIREMENTS OF THE REGULATORY AGENCIES HAVING JURISDICTION. A TRAFFIC CONTROL PLAN, PREPARED BY THE CONTRACTOR, MAY BE REQUIRED BY THE CITY OR STATE. "CONSTRUCTION AHEAD" WARNING SIGNS ARE TO TO BE INSTALLED ALONG ADJACENT ROADS OR DRIVEWAYS. FLASHERS WITH CAUTION TAPE ARE TO BE INSTALLED WHERE ANY CONSTRUCTION ACTIVITY CROSSES A SIDEWALK OR PEDESTRIAN PATH IN ACCORDANCE WITH THE SPECIFICATIONS AND ANY OR ALL LOCAL REGULATIONS. 13.AREAS ON THE SITE TO BE GRADED SHALL BE CLEARED AND GRUBBED OF ALL VEGETATION AND DEBRIS. THESE MATERIALS SHALL BE REMOVED FROM THE SITE BY THE CONTRACTOR. 14.SURFACE SOILS WITHIN THE PROJECT LIMITS CONTAINING ROOTS AND ORGANIC MATTER SHALL BE STRIPPED DOWN AND STOCKPILED OR DISCARDED AS DIRECTED BY THE OWNER OR ENGINEER. SOIL BORING INFORMATION IS PROVIDED IN THE GEOTECHNICAL INVESTIGATION REPORT PREPARED BY RAWHIDE ENGINEERING INC., DECEMBER 21, 2021. DEEPER STRIPPING WHERE REQUIRED TO REMOVE WEAK SOILS OR ACCUMULATIONS OR ORGANIC MATTER, SHALL BE PERFORMED WHEN DETERMINED BY THE ENGINEER OR OWNER'S AUTHORIZED REPRESENTATIVE. STRIPPING SHALL BE REMOVED FROM THE SITE OR STOCKPILED AT A LOCATION DESIGNATED BY THE OWNER. 15.THE GROUND SURFACE EXPOSED BY STRIPPING SHALL BE SCARIFIED TO A MINIMUM DEPTH OF EIGHT INCHES (8"), MOISTURE CONDITIONED TO THE PROPER MOISTURE CONTENT FOR COMPACTION, AND COMPACTED AS REQUIRED FOR COMPACTED FILL. RECOMPACTION SHALL BE APPROVED BY THE ENGINEER PRIOR TO PLACING FILL. 16.NO STOPPING, PARKING, OR STORING OF CONSTRUCTION MATERIALS IN THE PUBLIC STREETS /ROADS, RIGHTS-OF-WAY, OR ANY DRIVEWAY IS ALLOWED. 17.THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL OR BETTER CONDITION THAN EXISTED PRIOR TO EXCAVATION AS DETERMINED BY AGENCY, OWNER, AND/OR ENGINEER. 18.ASPHALT AND CONCRETE SHALL BE SAW CUT OR NEAT CUT AS APPROVED BY THE ENGINEER. 19.THE CONTRACTOR SHALL UTILIZE COMPACTION EQUIPMENT SUITABLE FOR THE SOIL TYPES AND SURFACE MATERIALS ENCOUNTERED ON THE PROJECT. 20.SUBGRADE, SUB-BASE, BASE, AND SURFACE COURSE COMPACTION SHALL CONFORM TO ALL APPLICABLE SPECIFICATIONS NOTED IN THE MPWSS; CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS; AND/OR THE "REPORT OF GEOTECHNICAL INVESTIGATION: EAST MAIN STREET HOTEL - BOZEMAN, MONTANA" BY TD&H ENGINEERING DATED JULY 2018 (TD&H ENGINEERING JOB NO. B18-042-001). 21.CONCRETE SHALL BE CLASS M-4000 UNLESS OTHERWISE SPECIFIED. 22.CONTRACTION JOINTS SHALL BE CONSTRUCTED BY SAWING OR SCORING. WHEN SCORING, A TOOL SHALL BE USED THAT WILL LEAVE CORNERS ROUNDED AND TO DESTROY AGGREGATE INTERLOCK FOR SPECIFIED MINIMUM DEPTH. 23.GRADE ELEVATIONS INDICATED BY "XX.XX" ON PLANS ARE +4700' TO PROJECT DATUM. 24.SIDE SLOPES FROM DRIVE AND PARKING AREAS SHALL BE 4:1 MAX UNLESS OTHERWISE SPECIFIED. 25.CONTRACTOR IS RESPONSIBLE FOR VERIFYING THAT THERE IS A CONSTRUCTION PERMIT APPROVED BY THE MONTANA DEPARTMENT OF ENVIRONMENTAL QUALITY (MDEQ) OR LOCAL GOVERNING AGENCY AS APPROPRIATE FOR THE CONTROL OF STORM WATER RUNOFF. IF THERE IS NOT AN APPROVED PERMIT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE NECESSARY APPROVALS FROM MDEQ OR THE LOCAL GOVERNING AGENCY. 26.CONTRACTOR IS RESPONSIBLE FOR PROJECT DUST CONTROL. 27.ACCESSIBLE ROUTES SHALL HAVE A MAXIMUM. RUNNING SLOPE OF 5%. GENERAL UTILITY NOTES: 1.THE LOCATION, DEPTH, AND SIZE OF EXISTING UTILITIES SHOWN ON THESE PLANS IS 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 SOLELY RESPONSIBLE FOR ANY DAMAGE TO THE EXISTING FACILITIES DUE TO FAILURE TO LOCATE OR PROVIDE PROPER PROTECTION WHEN LOCATION IS KNOWN. 2.LOCATION OF SITE UTILITIES SHALL BE VERIFIED BY GENERAL CONTRACTOR AND THE UTILITY COMPANY PROVIDING SERVICE. ANY PROPOSED ADJUSTMENTS TO DRY UTILITY LOCATION SHALL BE COORDINATED WITH UTILITY COMPANIES. 3.PRIOR TO SUBMITTING PIPING DRAWINGS FOR ANY NEW PIPE THAT IS TO CONNECT TO AN EXISTING PIPE OR STRUCTURE, THE CONTRACTOR SHALL EXPOSE THE EXISTING PIPE OR STRUCTURE TO VERIFY ITS EXACT LOCATION, SIZE, MATERIALS, INVERT ELEVATIONS, AND GRADE. 4.THE CONTRACTOR SHALL NOTIFY THE MONTANA ONE CALL CENTER @ 811 OR (800) 551-8344 FOR ON-SITE UTILITY LOCATION. ALL KNOWN EXISTING UTILITIES SHALL BE MARKED BEFORE DIGGING. 5.SITE TO BE ROUGH GRADED PRIOR TO INSTALLATION OF UTILITIES TO ASSURE 6.5 FEET (78 INCHES) OF MINIMUM COVER ON BURIED WATER PIPING OR DEEPER AS SPECIFIED. IF 6.5 FEET OF MINIMUM COVER CANNOT BE OBTAINED, INSULATION OF BURIED WATER PIPING MAY BE REQUIRED. 6.GENERAL CONTRACTOR SHALL HAVE APPROVAL OF ALL GOVERNING AGENCIES HAVING JURISDICTION OVER ANY UTILITY SYSTEM PRIOR TO INSTALLATION. 7.CONTRACTOR TO COORDINATE WITH CITY ENGINEER PRIOR TO CONNECTING TO EXISTING WATER LINES OWNED AND MAINTAINED BY THE CITY OF BOZEMAN. 8.ALL WATER VALVES OWNED AND OPERATED BY THE CITY OF BOZEMAN SHALL BE OPERATED BY CITY OF BOZEMAN PUBLIC WORKS DEPARTMENT PERSONNEL ONLY. 9.SEWER AND WATER CONNECTIONS SHALL BE PERFORMED BY A LICENSED PLUMBER. 10.GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR ALL TAP AND TIE-IN FEES REQUIRED, AS WELL AS THE COST OF UNDERGROUND SERVICE CONNECTIONS TO THE BUILDING. 11.ALL GRAVITY SANITARY SEWER PIPING SHALL BE SDR 35 PVC IN ACCORDANCE WITH ASTM D 3034, UNLESS OTHERWISE NOTED. 12.FIRE SERVICE PIPE MATERIAL SHALL BE CLASS 51 DUCTILE IRON MEETING AWWA C151. 13.DOMESTIC WATER SERVICE PIPE MATERIAL SHALL BE CLASS 51 DUCTILE IRON MEETING AWWA C151. 14.DIMENSIONS SHOWN ARE TO CENTERLINE OF PIPE OR FITTING. 15.THE PIPE GRADES SHOWN ARE CALCULATED FROM ACTUAL DISTANCES, EDGE-OF-MANHOLE TO EDGE-OF-MANHOLE FOR BOTH SANITARY SEWER AND STORM DRAIN AS APPLICABLE. THE DISPLAYED PIPE LINEAL FEET REFLECTS THE DISTANCE FROM CENTER-OF-MANHOLE TO CENTER-OF-MANHOLE ON ALL GRAVITY PIPING. 16.LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION POINTS. 17.SIZE OF FITTINGS SHOWN ON DRAWINGS SHALL CORRESPOND TO ADJACENT STRAIGHT RUN OF PIPE, UNLESS OTHERWISE INDICATED. TYPE OF JOINT AND FITTING MATERIAL SHALL BE THE SAME AS SHOWN FOR ADJACENT STRAIGHT RUN OF PIPE. 18.THRUST BLOCKS ARE NOT GENERALLY SHOWN ON THE DRAWINGS. ALL FITTINGS, INCLUDING BENDS EQUAL TO OR GREATER THAN TWENTY-TWO AND ONE-HALF DEGREES (22.5°), TEES, AND PLUGS, SHALL BE THRUST BLOCKED IN CONFORMANCE WITH MPWSS, CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS, OR MUST HAVE MECHANICALLY RESTRAINED JOINTS WHERE INDICATED ON THE PLANS. 19.ALL VALVES SHALL BE INSTALLED WITH THRUST BLOCKING AND VALVE BOXES IN ACCORDANCE WITH MPWSS AND CITY OF BOZEMAN STANDARDS. 20.VALVE BOXES ARE REQUIRED FOR ALL VALVES IN A BURIED SERVICE. 22.REFER TO BUILDING PLAN FOR LOCATION OF SEWER, DOMESTIC, FIRE, ROOF DRAIN (AS APPLICABLE), AND IRRIGATION CONNECTIONS. 23.GENERAL CONTRACTOR SHALL TRENCH FOR DRY UTILITIES (NATURAL GAS, POWER, CABLE, PHONE, ETC.). DRY UTILITIES ARE TO BE INSTALLED AS NOTED IN AGREEMENT(S) WITH THE UTILITY COMPANY OR COMPANIES. 24.THE CONTRACTOR SHALL ADJUST ALL NEW AND EXISTING VALVE BOXES, CURB BOXES, AND MANHOLES TO FINAL GRADE UPON COMPLETION OF ALL CONSTRUCTION. ANY BOXES OR MANHOLES DAMAGED OR OTHERWISE DISTURBED BY THE CONTRACTOR OR ANY SUBCONTRACTOR SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. THIS WORK SHALL BE INCIDENTAL TO THE PROJECT. SEPARATE PAYMENT WILL NOT BE MADE. Know what's below. before you dig.Call R W. COLLEGE ST W. GARFIELD ST S. 19TH AVEHUFFI N E L A N E TECHNOL O G Y B L V D POINT 101 SURVEY CONTROL POINTS NORTHING EASTING ELEVATION DESCRIPTION 20000.0000 30000.0000 4867.67 CP NAIL 103 20229.9121 30437.4008 4864.69 CP NAIL 105 19044.5756 30051.6633 4879.49 CP NAIL 110 19560.6006 31482.7887 4871.27 CP REBAR 112 19630.5828 29891.3809 4871.87 CP MAG NAIL 113 19020.0740 30785.5367 4881.39 CP REBAR 115 19484.8153 31222.7316 4869.64 CP MAG NAIL 116 20285.7204 30897.9769 4862.79 CP REBAR