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HomeMy WebLinkAbout002_2501 BSF HQ - C000 - General Notes un E - n V a W � F �Y W R ❑ E E = N �i cT DO 3 m� Y (V Ix 3: > OL Z M = m r GENERAL NOTES: GENERAL UTILITY NOTES: 22 Zo rn 1. STANDARD SYMBOLS AND LINE TYPES ARE SHOWN IN THE LEGEND.SOME SYMBOLS OR LINE TYPES SHOWN MAY NOT BE SHOWN ON THE PLANS. 1. THE LOCATION,DEPTH,AND SIZE OF EXISTING UTILITIES SHOWN ON THESE PLANS IS APPROXIMATE.THE CONTRACTOR SHALL FIELD VERIFY THE EXISTENCE, 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 LOCATION,DEPTH,SIZE,LINE,AND GRADE OF EXISTING UTILITY CONNECTIONS PRIOR TO CONSTRUCTION.THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR LEGEND FACILITIES ARE SHOWN IN HEAVY LINE WEIGHTS. 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 CONSTRUCTION NOTES: UTILITY LOCATION SHALL BE COORDINATED WITH UTILITY COMPANIES. 7. ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THE CITY OF BOZEMAN DESIGN AND CONSTRUCTION STANDARDS,THE MONTANA PUBLIC WORKS 3. THE CON FACTOR SHALL NOTIFY THE MONTANA ONE CALL CENTER(�871 OR(800)657A314 FOR ON-SITE UTILITY LOCATION.ALL KNOWN EXISTING UTILITIES SHALL EXISTING FIRE HYDRANT SS SS PROPOSED GRAVITY SAN SEWER SERVICE STANDARD SPECIFICATIONS,SEVENTH EDITION DATED APRIL 2021(MPWSS);THE CITY OF BOZEMAN MODIFICATIONS TO THE MI AND THE PROJECT SPECIFICATIONS. BE MARKED BEFORE DIGGING. A EXISTING WATER VALVE -SS FM SS FM- PROPOSED PRESSURIZED SAN SEWER SERVICE 2. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE DIVISION OF INDUSTRIAL REGULATIONS(OSHA)SAFETY STANDARDS.IF REQUESTED BY THE INSPECTOR,THE CONTRACTOR 4. GENERAL CONTRACTOR SHALL HAVE APPROVAL OF ALL GOVERNING AGENCIES HAVING JURISDICTION OVER ANY UTILITY SYSTEM PRIOR TO INSTALLATION OR G EXISTING SANITARY SEWER MANHOLE WS WS PROPOSED DOMESTIC WATER SERVICE SHALL PROVIDE PROOF OF A PERMIT FROM SAID DIVISION. MODIFICATION OF ANY EXISTING UTILITIES. 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 5. CONTRACTORTO COORDINATE WITH CITY ENGINEERPRIOR TO CONNECTING TO EXISTING WATER LINES OWNED AND MAINTAINED BY THE CITY OF BOZEMAN. SD ® EXISTING STORM DRAIN FACILITIES -FIRE FIRE- PROPOSED FIRE SERVICE 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 6, ALL WATER VALVES OWNED AND OPERATED BY THE CITY OF BOZEMAN SHALL BE OPERATED BY CITY OF BOZEMAN PUBLIC WORKS DEPARTMENT PERSONNEL ONLY. zi, EXISTING FIBER/TELEPHONE FACILITIES -UTIL UTIL PROPOSED UTILITY CONDUIT OF THE CONTRACTOR AND THAT NO CLAIM SHALL BE MADE AGAINST THE OWNER BY REASON OF ANY ACT OF AN EMPLOYEE OR TRESPASSER. y.� THIe aaxin9 I.not into-nore lit beurea for 7. SEWER AND WATER CONNECTIONS SHALL BE PERFORMED BY A LICENSED PLUMBER. h.c ® ® ❑E EXISTING ELECTRICAL FACILITIES ------------------------------- PROPOSED IRRIGATION SLEEVE cocmrvcuo�pummea wless Ne siacea 4. COMMECEMENT OR CONTINUATION UATION OF CONTIRUCTIOORTO CONSTRUCTION.ANY DISCREPANCIES FOUND ARE TO BE BROUGHT TO THE ENGINEER'S ATTENTION PRIOR TO pmmessmo MIN RI a�isarea armlrest COMMENCEMENT OR CONTINUATION OF CONSTRUCTION ACTIVITIES. 8. REFER TO BUILDING PLAN FOR LOCATION OF SEWER,DOMESTIC,FIRE,ROOF DRAIN(AS APPLICABLE),AND IRRIGATION CONNECTIONS. © EXISTING GAS FACILITIES EXISTING BUILDING m at Ml Irc Itepwre.lpp.I.al�.ea abov eYea 5. REFERENCE ALL SURVEY MONUMENTS,SECTION CORNERS,114 CORNERS,AND PROPERTY CORNERS PRIOR TO BEING DISTURBED BY CONSTRUCTION.ANY MONUMENTS AND 9. THECONTRACTOR SHALL ADJUST ALL NEW AND EXISTING VALVE BOXES,CURB BOXES,AND MANHOLES TO FINAL GRADE UPON COMPLETION OF ALL CONSTRUCTION. ® EXISTING WELL EXISTING BUILDING ROOF CORNERS DISTURBED DURING CONSTRUCTION SHALL BE REPLACED BY A PROFESSIONAL LAND SURVEYOR(PLS)REGISTERED IN THE STATE OF MONTANA. ANY BOXES OR MANHOLES DAMAGED OR OTHERWISE DISTURBED BY THE CONTRACTOR OR ANY SUBCONTRACTOR SHALL BE REPAIRED AT THE EXPENSE OF THE Consultant: CONTRACTOR THIS WORK SHALL BE INCIDENTAL TO THE PROJECT.SEPARATE PAYMENT WILL NOT BE MADE. moo- T EXISTING TRAFFIC SIGN EXISTING CONCRETE 6. APRE-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. EXISTING CMP CULVERT ------------ EXISTING CURB FACE Morrison 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 EXISTING RCP CULVERT - - EXISTING CURB FLOWLINE OF SPECIFIC INSPECTION NEEDSHE RING ENGINE COURSE OF THE WORK.ER.THE B WORK SHALL FORSAIINSPETIO DURING SERVICES WORKING HOUTHE MOST SUBJECTRECENTLY ADOPTED O THE ILITY OF FOR -SD--SD EXISTING STORM SEWER MAIN EXISTING TOP BACK OF CURB Maierle NEI INSPECTOR AND APPROVED BY THE ENGINEER.THE CONTRACTOR WILL BE BILLED FOR SAID INSPECTION SERVICES AS PROVIDED IN THE MOST RECENTLYADOPTED FEES FOR SUCH - SERVICES. S-----s--- EXISTING SAN SEWER MAIN EXISTING PARKING STRIPE mom 8, THE CONTRACTOR SHALL PERFORM ALL CONSTRUCTION ACTIVITIES IN A MANNER TO MINIMIZE INCONVENIENCE TO THE ADJACENT BUSINESSES. engineers•surveyors•planners•scientists --SS-- EXISTING SAN SEWER SERVICE ------------ EXISTING ASPHALT V 2860-nwlM Bp Il M West Bpzem MT 59716 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL PUBLIC AND PRIVATE PROPERTY INSOFAR AS IT MAYBE AFFECTED BY THESE OPERATIONS,ALL COSTS FOR 1. 't c.1.0 tt, lH0ow_nwIERLEzozs PROTECTING,REMOVING,AND RESTORING EXISTING IMPROVEMENTS SHALL BE BORNE SOLELY BY THE CONTRACTOR. F EXISTING FIBER OPTIC ------------ EXISTING GRAVEL EDGE 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 E E EXISTING UNDERGROUND POWER EXISTING SIDEWALK "c ACCORDANCE WITH ANY AND ALL APPLICABLE LOCAL,STATE,AND FEDERAL REGULATIONS. ALLRIGHTSREBERVED re T EXISTING UNDERGROUND TELEPHONE PROPOSED BUILDING reperym MINARIK 71. THE RIGH CONTRACTOR SHALLMAKE SURE IMMEDIATELY CLEANAN WALKWAYP ANY S ARE CONSTRUCTION MATERIALSAT THE END OF ERTENTLY ACHWORKING AY.ON EXISTING STREETS,SIDEWALKS,OR OTHER PUBLIC ..-utpri-nnea p-iiiii., RIGHTS-0FWAV AND MAKE SURE STREETS AND WALKWAYS ARE CLEANED AT THE ENDOF EACH WORKING DAY. C C EXISTING UNDERGROUND CABLE PROPOSED CONCRETE �ay ea 12. CONSTRUCTION WORK ZONE TRAFFIC SIGNS SHALL BE FURNISHED,INSTALLED,AND MAINTAINED IN ACCORDANCE WITH APPLICABLE REQUIREMENTS OF THE REGULATORY AGENCIES G G EXISTING GAS LINE - - PROPOSED CURB FLOWLINE 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 OHP EXISTING OVERHEAD POWER PROPOSED TOP BACK OF CURB ZjN'�q�Jall, PEDESTRIAN PATH IN ACCORDANCE WITH THE SPECIFICATIONS AND ANY OR ALL LOCAL REGULATIONS. OHT EXISTING OVERHEAD TELEPHONE PROPOSED PARKING STRIPE - �1 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. PETRO PER EXISTING PETROLEUM LINE PROPOSED ASPHALT P , ,� w9 74. SURFACE SOILS WITHIN THE PROJECT LIMITS CONTAINING ROOTS AND ORGANIC MATTER SHALL BE STRIPPED DOWN AND STOCKPILED OR DISCARDED AS DIRECTED BY THE OWNER --W-- EXISTING WATER MAIN PROPOSED GRAVEL EDGE KRAUSE 7 E W� OR ENGINEER.DEEPER STRIPPING WHERE REQUIRED TO REMOVE WEAK SOILS OR ACCUMULATIONS OR ORGANIC MATTER,SHALL BE PERFORMED WHEN DETERMINED BY THE r� 4��9�4 =� ENGINEER OR OWNER'S AUTHORIZED REPRESENTATIVE.STRIPPING SHALL BE REMOVED FROM THE SITE OR STOCKPILED AT A LOCATION DESIGNATED BY THE OWNER. --WS-- EXISTING WATER SERVICE PROPOSED SIDEWALK �irt�s /C o 15 CTHE OMPACTION,URFACEND PACEDASRED STRIPPING DFOSHALL BESCARR COMPACTED EDTOA INIMUMN DEPTH OF SHALL E EIGHT APPRINCHES (8OVED BY THE ISTURERPRORT CONDITIONED TO THE PROPER MOISTURE CONTENT FOR O'er PROPOSED SAN SEWER CLEANOUTS GRAPHICAL SIDEWALK JOINT r(tsO PLACING FILL. (iONA�„�.-'? PROPOSED STORM DRAIN INLET ------------ PROPOSED ASPHALT GRADE BREAK 16. NO STOPPING,PARKING,OR STORING OF CONSTRUCTION MATERIALS IN THE PUBLIC STREETS(ROADS,RIGHTS-OF-WAY,OR ANY DRIVEWAY IS ALLOWED. PROPOSED STORM DRAIN MANHOLE -4654- EXISTING MAJOR CONTOUR 17. THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL OR BETTER CONDITION THAN EXISTED PRIOR TO EXCAVATION AS DETERMINED BY AGENCY,OWNER,ANDIOR ELECTRONIC FILES: ENGINEER. SD SD PROPOSED STORM DRAIN -4653.50- EXISTING MINOR CONTOUR IF THE CONTRACTOR UTILIZES A COMPUTERIZED GRADE CONTROL FESTER WHEN GRADING/FINISHING PURPOSE, THEN HESUB-BASECOT COURSE AND BASE COURSE, 78. ASPHALT AND CONCRETE SHALL BE SAW CUT OR NEAT CUTAS APPROVED BY THE ENGINEER. UTILITIES,CURB AND GUTTER,OR FOR NT CONSTRUCTING FILES. ANY OTHER FEATURE OR FOR ANY OTHER PURPOSE,THEN THE CONTRACTOR IF RESPONSIBLE FOR RD RD PROPOSED ROOF DRAIN 4656 PROPOSED MAJOR CONTOUR DEVELOPING THEIR OWN MACHINE CONTROL FILES. THE CONTRACTOR MAY CREATE THIS DATA FROM SUPPLEMENTAL CAD INFORMATION AND THE 19. THE CONTMCTOR SHALL UTILIZE COMPACTION EQUIPMENT SUITABLE FOR THE SOILTYPES AND SURFACE MATERIALS ENCOUNTERED ON THE PROJECT. INFORMATION PROVIDED ON THE PLANS IN THE CONTRACT DOCUMENTS.THE ENGINEER MAY PROVIDE THE CONTRACTOR SUPPLEMENTAL CAD INFORMATION -FETE-PEKE- PROPOSED PERFORATED DRAIN PIPE 4655.5v PROPOSED MINOR CONTOUR ` C 20. SUBGRADE,SUB-BASE,BASE,AND SURFACE COURSE COMPACTION SHALL CONFORM TO ALL APPLICABLE SPECIFICATIONS NOTED IN THE MPWSS AND CITY OF BOZEMAN INTHEFORMOFANXML SURFACE AND/OR CAD LINE WORK(DERIVED FROM AUTOCAD CIVIL 3D).THE XML SURFACE AND/OR CAD LINE WORK DEVELOPEDBY (] MODIFICATIONS TO THE MPWSS. THE ENGINEER WAS PREPARED SOLELY FOR THE PURPOSE OF DEVELOPING THE PRINTED PLANS AND WAS NOT DEVELOPED FOR ANY OTHER USE. 4) ELECTRONIC DATA PROVIDED TO THE CONTRACTOR IS CURRENT AS OF THE TIME TRANSMITTED TO THE CONTRACTOR AND MAY NOT INCLUDE LATER Co LV 21. CONCRETE SHALL BE CLASS M4000 UNLESS OTHERWISE SPECIFIED. REVISIONS MADE AND COMMUNICATED ON THE CONSTRUCTION PLANS. u 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 THE CONTRACTOR SHALL SIGN AND PROVIDE AN MMI-SPECIFIC ELECTRONIC INFORMATION RELEASE FORM WHEN REQUESTING THE SUPPLEMENTAL CAD N 0 CI AGGREGATE INTERLOCK FOR SPECIFIED MINIMUM DEPTH. INFORMATION AND SHALL RECOGNIZE THAT THE PRINTED PLANS AND SPECIFICATIONS AND INFORMATION FOUND THEREIN ARE THE CONTRACT DOCUMENTS 'a Q LL 23. GRADE ELEVATIONS INDICATED BV'XX.XX'ON PLANS ARE MSWTO PROJECT DATUM. AND AS SUCH,THEY GOVERN OVER ANY CAD INFORMATION PROVIDED.THE ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY USE OF THIS CAD INFORMATION OR MODIFICATIONS MADE THERETO. a 24, SIDE SLOPES FROM DRIVE AND PARKING AREAS SHALL BE 4:1 MAX UNLESS OTHERWISE SPECIFIED. T 25. CONTRACTOR IS RESPONSIBLE FOR VERIFYING THAT THERE IS A CONSTRUCTION PERMIT AP ROVED BY THE MONTANA DEPARTMENT OF ENVIRONMENTAL QUALITY(MDEQ)OR LOCAL 2 0 (13 E N GOVERNING AGENCY AS APPROPRIATE FOR THE CONTROL OF STORM WATER RUNOFF.IF THERE IS NOT AN APPROVED PERMIT,THE CONTRACTOR SHALL BE RESPONSIBLE FOR LL CO N 01 O OBTAINING THE NECESSARY APPROVALS FROM MDEQ OR THE LOCAL GOVERNING AGENCY. O N -6 MM 26. CONTRACTOR IS RESPONSIBLE FOR PROJECT DUST CONTROL. W m m 27. ACCESSIBLE ROUTES SHALL HAVE A MAXIMUM.RUNNING SLOPE OF ABBREVIATIONS ABDN ABANDON CSP CORRUGATED STEEL PIPE FLR FLOOR MH MANHOLE SEC SECTION O AC ASPHALTIC CONCRETE,ALUMINUM CAP CTR CENTER FT FOOT,FEET MIN MINIMUM SPEC SPECIFICATION Z ADA AMERICANS WITH DISABILITIES ACT CU CUBIC FTG FOOTING MISC MISCELLANEOUS SQ SQUARE N ADDL ADDITIONAL CU FT,CF CUBIC FEET GA GAGE,GAUGE N NORTH SO FT,SF SQUARE FOOT ADJ ADJACENT,ADJUST CUIN CUBIC INCH GAL GALLON NE NORTHEAST SQIN SQUAREINCH AFF ABOVE FINISHED FLOOR CULV CULVERT GB GRADE BREAK NIC NOT IN CONTRACT STA STATION ALT ALTERNATE CU YD CUBIC YARD GFA GROSS FLOOR AREA NOM NOMINAL SS SANITARYSEWER w APPROX APPROXIMATE D&L D&L FOUNDRY AND SUPPLY GNO GROUND NTS NOT TO SCALE STD STANDARD ¢ ARCH ARCHITECTURE,ARCHITECTURAL DBL DOUBLE GSP GALVANIZED STEEL PIPE NW NORTHWEST SVC SERVICE ARCP ARCHED REINFORCED CONCRETE PIPE DI DUCTILE IRON,DRAIN INLET GVL GRAVEL OC ON CENTER SW SIDEWALK,SOUTHWEST Z ASPH ASPHALT DIA,0 DIAMETER HC HANDICAP OD OUTSIDE DIAMETER TB THRUST BLOCK g 0 y rn AVG AVERAGE DIM DIMENSION HOPE HIGH DENSITY POLYETHYLENE CHIP OVERHEAD POWER TBC TOP BACK OF CURB w w BC BUILDING CORNER DIR DIRECTION HORIZ HORIZONTAL PC POINT OF CURVE TEMP TEMPORARY,TEMPERATURE BFF BELOW FINISHED FLOOR DTL DETAIL HP HIGH POINT PI POINT OF INTERSECTION TOC TOP OF CONCRETE BH BOREHOLE DWG DRAWING HT HEIGHT PL PROPERTY LINE TRANS TRANSITION BLDG BUILDING E EAST HWY HIGHWAY PRELIM PRELIMINARY TW TOP OF WALL ELK BLOCK EA EACH,EDGE OF ASPHALT HYD HYDRANT PROP PROPERTY TYR TYPICAL BM BENCHMARK EC EDGE OF CONCRETE ID INSIDE DIAMETER PT POINT,POINT OF TANGENCY UG UNDERGROUND ERG BEARING EG EDGE OF GRAVEL,EXISTING GROUND IE INVERT ELEVATION PVC POLYVINYL CHLORIDE UTIL UTILITY BW BOTTOM OF WALL EJIW EAST JORDAN IRON WORKS IN INCH PVMT PAVEMENT VERT VERTICAL CHK CHECK EL,ELEV ELEVATION INSUL INSULATE RACET ROAD APPROACH CULVERT END VOL VOLUME •> CI CAST IRON ELEC ELECTRIC,ELECTRICAL INT INTERIOR TERMINAL VPD VEHICLES PER DAY rN CIPC CAST IN-PLACE CONCRETE ENGR ENGINEER INV INVERT R,RAD RADIUS W WEST m LL CIRC CIRCULAR EP EDGE OF PAVEMENT LAT LATITUDE RC REINFORCED CONCRETE W/ WITH CL CENTERLINE EXC EXCAVATE LF LINEAR FEET RCP REINFORCED CONCRETE PIPE W/O WITHOUT 0 CMP CORRUGATED METAL PIPE EX EXISTING LONG LONGITUDE,LONGITUDINAL RD ROAD,ROOF DRAIN WL WATERLINE DETAIL AND SECTION DESIGNATION 2 O CMU CONCRETE MASONRY UNITS EXT EXTERIOR LT LEFT REF REFERENCE TR WATER d CO CLEANOUT FD FLOOR DRAIN LVL LEVEL REQD REQUIRED WSEL WATER SURFACE ELEVATION SECTION(LETTER)OR COB CITY OF BOZEMAN FDN FOUNDATION MATL MATERIAL FIT RIGHT WV WATER VALVE DETAIL(NUMERAL) ON DRAWING WHERE SECTION COMB COMBINATION FES FLARED END SECTION MAX MAXIMUM RAN RIGHT-OF-WAY XFMR TRANSFORMER DESIGNATION OR DETAIL IS TAKEN: CONIC CONCRETE FET FLARED END TERMINAL MDT MONTANA DEPARTMENT OF S SOUTH YD YARD -� DRAWING NUMBER CONN CONNECT,CONNECTION FF FINISHED FLOOR TRANSPORTATION SAN SANITARY X-X WHERE SHOWN COORD COORDINATE FG FINISHED GRADE MECH MECHANICAL SCH SCHEDULE NOTE: MFD MANUFACTURED SD STORM DRAIN ON DRAWING WHERE SECTION CP CONTROL POINT FHYD FIRE HYDRANT FOR ABBREVIATIONS NOT LISTED,CONTACT THE OR DETAIL IS SHOWN: CPR CORRUGATED PLASTIC PIPE FL FLOWLINE MFR MANUFACTURER SE SOUTHEAST ENGINEER. DRAWING NUMBE DRAWING NUMBERS) PROJECT# DATE (OR SAME DRAWING) WHERE TAKEN 2501 4/8/2025 General Notes SHEET NUMBER 4/3/2025 9:40:57 AM ■ 0 0 0 NA10594\002WCAD\SHEETS\C001 GENERAL NOTES.DWG