The URL can be used to link to this page

Home My WebLink AboutS-294101s rra VJ 0 N W �rn 0 F� ®a r� l F+1 L s� V N U d G C z Z oz a �Z OO 3 E-+ 1 Z U E- W a rn OJ 0 a �t p o Nab 0 WATER UTILITY - GENERAL NOTES 1. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WIfl THE STANDARDS AND SPECIFICATIONS OF IHI, CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST CON OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS, AS APPROVED BY THE CITY OF RFNUN. A SET OF APPROVED PLANS SHALL BE KEPT ON Sr AT ALL TIME -S DURING CONSTRUCTION. 2. THE HOURS OF WORK IN THE STREET R1GHi -OF -WAY SHALL BE UMiTED TO 8:30 AM TO 3:30 PM ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE TRANSPORTATION DIVISION AT 277 -6222. ALL STREET APPROVED THE TRANSPORTATION DIVISION AT 277-6222 24 HOURS CLOSURES PARTIAL DR FU SHALL 9E OVID BY E U, M ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 2 4 HOURS IN ADVANCE. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. FOR UTILITY LOCATE CALL 48 -HOURS LOCATORS, 1 -800- 424 -5555. 4. ALL WATER MAIN PIPE t0 BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AWWA C110 AND C111 OR LATEST REVISION, THICKNESS CLASS 52. CEMENT MORTAR UNING AND SEAL COATING SHALL CONFORM TO AWWA C104 OR LATEST REVISION. PIPE JOINTS TO BE PUSH -ON OR MECHANICAL JOINT. BEDDING TO BE F - R N PP HALL POLYETHYLENE WRAPPED PER ANSI AWWA C105 77 STANDARDS. CLASS C. ALL DUCTILE 10 PIPE S B_ ANSI/ AWWA PRESSURE RATED AS NOTED ON PLANS AND 5. CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, E , IN ACCORDANCE WITH ANSI /AWWA C110/A21.10 -82. CEMENT LINING SHALL BE IN ACCORDANCE WITH ANSI /AWINA C104/A21.4 -85. IF FITTINGS ARE 3 INCHES TO 12 INCHES IN DIAMETER AND HAVE MECHANICAL JOINTS, THE FITTINGS SHALL BE IN ACCORDANCE WITH EITHER ANSI /AWWA C110/A21.10 -82 OR ANSI /AWWA C153/A21.53 -84. 3 INCH TO 12 INCH DIAMETER FITTINGS WHICH HAVE MECHANICAL JOINTS AND /OR FLANGED JOINTS SHALL BE IN ACCORDANCE WITH ANSI /AWWA C110/A21.10.82 OR A COMBINATION OF ANSI /AWWA C110/A21.10.82 AND ANSI /AWWA C153/0.53 -84 SUCH THAT THE PORTION OF THE FrFHNG WITH A MECHANICAL JOINT(S), MAY BE IN ACCORDANCE WITH ANSI /AWWA C153/A21.53 -84 AND THAT PORTION OF THE FITTING WITH FLANGED JOINT(S) SHALL BE IN ACCORDANCE WITH ANSI /AWWA C110/A21.10 -82. ACCEPTANCE TESTING IN ACCORDANCE WITH SECTION 53.53 OF ANSI /AWWA C153/A21.53 -84 OR WITH SECTION 10 -4.3 OF ANSI /AWWA C710/A21.10 -82 SHALL BE OBTAINED BY THE CONTRACTOR AND TRANSMITTED TO THE OWNER. 6. GATE VALVES SHALL CONFORM TO AWWA C500 AND SHALL BE IRON BODY, BRONZED - MOUNTED, DOUBLE DISC WITH BRONZE WEDGING DEVICE AND 0 -RING STUFFING BOX. VALVES SHALL BE DESIGNED FOR A MINIMUM WATER OPERAi114G PRESSURE OF 200 PSI. GATE VALVES SHALL BE CLOW LIST 14, MUELLER COMPANY NO A2380, OR M & H. ALL VALVES 12' IN DIAMETER AND LARGER, SWILL BE INSTALLED IN A VAULT. SEE WATER STANDARD DETAIL FOR 12" GATE VALVE ASSEMBLY VAULT AND 1" BYPASS INSTALLATION. 7. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) CONFORMING TO AWWA C- 504 -80 WITH A 6 INCH k1T. AND A M.V.O. OF 5 INCHES, IWO 2 -1/2 INCH HOSE NOZZLES WiTH NATIONAL STANDARD 7 INCH, 60 DEGREES V, THREADS, O.D. THREAD 4.875 AND ROOT DIAMEFER 4.6263, 1 -3/4 INCH PENTAGON OPERATING NUT OPENED BY TURNING COUNTER CLOCKWISE (LEFT). 8. ALL WATER MAIN 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36 INCHES BELOW FINISH GRADE. ALL WATER MAIN 12 INCHES AND LARGER SHALL BE AT A MINIMUM OF 48 INCHES BELOW FINISH GRADE WHERE UTILITY CONFLICTS OCCUR, WATER MAINS ARE TO BE LOWERED TO CLEAR., 9. ALL WATER MANS SIX (6) INCHES IN DIAMETER AND LARGER SHALL BE CLEANED WITH PIPE CLEANING "PIGS" PRIOR TO DISINFECTION. THE 'POLY PIGS' SHALL BE GIRARD. INDUSTRIES AQUA SWAB -AS OR APPROVED EQUAL, 2LB /CU FT. DENSITY FOAM WITH 90A DUROMETER URETHANE RUBBER COATING ON THE REAR OF "PIG" ONLY. 'PIGS' SHALL BE CYLINDER. SHAPED WITH BULLET NOSE OR SQUARE END. THE CONTRACTOR WILL PERFORM THE CLEANING OPERATION. A. ALL WATER MANS AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF 200 PSI OR 150 PSI OVER OPERATING PRESSURE, IN ACCORDANCE WITH THE SPECIFICATIONS OF THE CITY' OF RENTON AND THE WASHINGTON STATE HEALTH DEPARTMENT. ALL PRESSURE TESTING SHALL BE DONE IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY OF RENTON. B. ALL WATER MANS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A 50 PPM NOT BE PLACED CONCENTRATION) NHE PIE A LAAID.INCHLORINESSSHALLBE METERED/INJECTED OIN ACCORDANCE WITH SECTION 7- 11.3(12)E OR 7-11-3(12)F OF THE STANDARD SPECIFICATIONS REFERENCED IN 1 ABOVE. 10. A PRE CONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM OF 10 (TEN) WORKING DAYS NOTICE IS REQUIRED FOR SCHEDUUNG. PRIOR TO SCHEDUUNG THE PRECON A PERMIT INFORMATION SHEET MUST BE SUPPLED TO THE UTILITY ENGINEER'S OFFICE. TWENTY -FOUR HOUR NOTICE WILL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. CONTRACTOR TO NOTIFY OWNER AND ARCHITECT OF MEETING- 11. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. 12. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL NOT BE DONE UNTIL ALL SERVICE AGREEMENTS, MEER APPLICATIONS, CONSTRUCTION PERMITS, AND PAYMENT OF FEES HAVE BEEN MADE TO THE CITY OF RENTON. 13. ALL CONNECTION TO EXISTING MANS TO BE ACCOMPUSHED BY THE CITY OF RENTON, EXCEPT WET TAPS WHICH MAY BE MADE BY APPROVED WET TAP CONTRACTORS WITH PRIOR APPROVAL FROM THE WATER. UTILITY SECTION. ALL NECESSARY EXCAVATION AND MATERIALS TO BE SUPPLIED BY THE CONTRACTOR AND BE ON -SITE PRIOR TO CITY NOTIFICATIONS. 14. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY: THE UTIUTY DEPARTMENT 24 HOURS IN ADVANCE OF BACK FILUNG ALL CONSTRUCTION. THE CONTRACTOR SHALL KEEP AS -BUILT DRAWINGS. 15. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW -OFF ASSEMBLIES FOR TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL TIE: -IN 16. ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS, ETC.) SHALL BE AS MANUFACTURED BY THE STAR MANUFACTURING COMPANY OF COLUMBUS OHIO OR EQUAL APPROVED IN WRITING BY THE WATER UTILITY SECTION': 17, ASPHALT AND CONCRETE STREET PAVING SHALL BE SAW. CUT TO A MINIMUM DEPTH OF TWO INCHES. OIL MAT STREETS MAY BE SPADE CUT. ALL SURFACE CONCRETE, PAVEMENT, SIDEWALKS, CURB, GUTTERS, AND DRIVEWAY APPROACHES SHALL BE SAW CUT TO A MINIMUM DEPTH OF TWO INCHES OR REMOVED TO AN EXISTING EXPANSION JOINT. 18. A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY OF INITIAL EXCAVATION WITH A PERMANENT, SEALED PATCH TO BE PLACED, TO CITY OF RENTON POLICY, WITHIN TEN DAYS. CALL FOR SUB GRADE INSPECTION PRIOR TO PLACEMENT OF FINAL PATCH. TRENCHES WILL NOT BE LEFT OPEN OVER NIGHT WITHOUT PRIOR WRITTEN APPROVAL OF THE INSPECTOR. 19. FOR CITY PROJECTS SUCH AS TELEMETRY CONDUIT, THE PVC PIPE USED SHALL BE SCHEDULE 40 IN UNIMPROVED AREAS AND SCHEDULE 80 UNDER IMPROVED AREAS. ALL CHEMICAL PROCESS LINES SHALL BE SCHEDULE 80 PVC PIPE. SANITARY SEWER NOTES AND SPECIRCATTONS 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIHCATONS OF THE CITY OF RENTON AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS. 2. THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE LIMITED TO 8:30 A.M. TO 3:30 P.M. ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE TRANSPORTATION DIVISION AT 277 -6222. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE TRANSPORTATION DIVISION 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION' PREPARED BY WASHINGTON STATE CHAPTER AMER ICAN PUBUC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS. 4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE 5. A PRE CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHAT BE THE CONTRACTOR'S S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPUSHED BY A REPRESENTATIVE OF THE CITY OF THE UD DEPARTMENT 24 HOURS H CONTRACTORS RESPONSIBILITY TO NOTIFY E LITY RENTON. IT SHALL BET E IN ADVANCE OF BACK FIWNG ALL CONSTRUCTION. CONTRACTOR TO NOTIFY OWNER AND ARCHITECT OF MEETING. 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 8. PLANS APPROVED BY THE CITY OF RENTON, DEVELOPMENT SERVICES DIVISION, SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWNNG OF THE SA,NroRY SEWER. SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER. OR LICENSED PROFESSIONAL SURVEYOR. 11. BACK FILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED: LEGEND CURBING RETAINING WALL UTILITY EASEMENT WATER METER/VALVE /FH ® 7K 0 ,-t 12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFIELD WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NN LK GUT WITH SXfl IN A I.VNIIN000S LINE. A TEMPORARY MIX PATCH MUSI BE PLACED IMMEDIATELY AFTER BACK FILL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. 13. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT NT FOR THE PREVENTION OF ON SITE EROSION AFTER THE COMPLETION N OF CONSTRUCTION. 14. ALL PIPE AND APPURTENANCES SHALL FOUNDATION IN ACCORDANCE WITH BE LAID ON A PROPERLY PREPARED 0 SECTION 7 -08 OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVEUNG OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6" ABOVE AND BELOW THE PIPE. 15- SANITARY SEWER SHALL BE POLYVINYL CHLOR I DE P VC R UBB ER GASKETED ASTM D 3034, STIR 35 , OR DUCTILE IRON CLASS 50. 16. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCH AND MAXIMUM 18 INCH ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. NOTE ALL NEW WARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNEL K COATED (SEALED) VM A HIM SOLD$ URETHANE COATINO WASSER Mc-CNSEAL OR PRE-APPROVED EQUAL... COLOR OF COATING SHALL BE WHITE 5- ?9�LI01 KEY MAP OWNER FACILITIES CONTACT RENTON VOCATIONAL TECHNICAL COLLEGE 3000 NE 4TH STREET RENTON, WA 98056 CONTACT: P:(425) 235 -2463 JOHN POZEGA ARCHITECT TEMPER ARCHITECTS S .M. S 217 PINE STREET, SUITE 700 SEATTLE WA 98101 CONTACT: P:(206) 624 -2777 JERRY OSBORN CML ENGINEER COUGHLIN PORTER LUNDEEN 217 PINE STREET, SUITE 300 SEATTLE WA 98101 CONTACT: P:(206) 343 -0460 JEFF PETERSON, PE SURVEYOR TRIAD ASSOCIATES 11814 115TH AVENUE NE KIRKLAND, WA 98034 CONTAC T: P .( 25) 4 821 -8448 LONNIE CARLSON EXISTING REMOVE EXISTING REMOVE PROPOSED ASPHALT PAVING WATER METER/ VAULT OVERLAY ASPHALT PAVING CONCRETE PAVING i I BUILDINGS E777 \ CONTOUR (INDEX) - c - - - -- -100 - CONTOUR 9 _98- WATER LINE _W_ STORM DRAINAGE LINE ST -- -sr- SANITARY SEWER LINE - sS -- >> POWER -P- -P- TELEPHONE LINE T -T- GAS LINE c _G_ CURBING RETAINING WALL UTILITY EASEMENT WATER METER/VALVE /FH ® 7K 0 ,-t 12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFIELD WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NN LK GUT WITH SXfl IN A I.VNIIN000S LINE. A TEMPORARY MIX PATCH MUSI BE PLACED IMMEDIATELY AFTER BACK FILL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. 13. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT NT FOR THE PREVENTION OF ON SITE EROSION AFTER THE COMPLETION N OF CONSTRUCTION. 14. ALL PIPE AND APPURTENANCES SHALL FOUNDATION IN ACCORDANCE WITH BE LAID ON A PROPERLY PREPARED 0 SECTION 7 -08 OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVEUNG OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6" ABOVE AND BELOW THE PIPE. 15- SANITARY SEWER SHALL BE POLYVINYL CHLOR I DE P VC R UBB ER GASKETED ASTM D 3034, STIR 35 , OR DUCTILE IRON CLASS 50. 16. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCH AND MAXIMUM 18 INCH ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. NOTE ALL NEW WARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNEL K COATED (SEALED) VM A HIM SOLD$ URETHANE COATINO WASSER Mc-CNSEAL OR PRE-APPROVED EQUAL... COLOR OF COATING SHALL BE WHITE 5- ?9�LI01 KEY MAP OWNER FACILITIES CONTACT RENTON VOCATIONAL TECHNICAL COLLEGE 3000 NE 4TH STREET RENTON, WA 98056 CONTACT: P:(425) 235 -2463 JOHN POZEGA ARCHITECT TEMPER ARCHITECTS S .M. S 217 PINE STREET, SUITE 700 SEATTLE WA 98101 CONTACT: P:(206) 624 -2777 JERRY OSBORN CML ENGINEER COUGHLIN PORTER LUNDEEN 217 PINE STREET, SUITE 300 SEATTLE WA 98101 CONTACT: P:(206) 343 -0460 JEFF PETERSON, PE SURVEYOR TRIAD ASSOCIATES 11814 115TH AVENUE NE KIRKLAND, WA 98034 CONTAC T: P .( 25) 4 821 -8448 LONNIE CARLSON EXISTING REMOVE PROPOSED :✓ ' WATER METER/ VAULT STORM CB /MH IV X SANITARY SEWER MH /CO X GAS VALVE /METER M Xi X M t y(�-]� STREET LIGHT ASSEMBLY `ri-C � y13 SIGN r CONSTRUCTION OMITS �° °� Js �. + 3, ` CONSTRUCTION FENCE rye, SILT FENCE +-r- s • ( / SAWCUT UNE CATCH BASIN PROTECTION STABILIZED CONSTRUCTION CONSTRUCTION ENTRANCE INTERCEPTOR SWALE W /GRAVEL CHECK DAMS TREE W /PROTECTION SPOT ELEVATIONS ,- XXX.XX TOP Of CURB /BOTTOM OF CURB ELEV. UTILITY TUNNEL1 -LZ COUGHLIN PORTERLUN ®EEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 217 PINE STREET - SUITE 300 P: 206/343 -0460 �Q KEYMAP RENTON l iCiltL COLLEV E g c PO OW S.M. Stamper Architects, Seattle, Washington 98101 2I • C! z65n o D ° COMPOSITE UTILITY PLAN, �'A''7•OITVAI:., '-� NOTES AND LEGEND C/J gyio/ SCANNED FES15 '02 i SHEET C4.0