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Home My WebLink AboutS-279601WATER UTIUTY- GENERAL NOTES \ I 4 N 88'09'40" 217.99' 1. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS 53.97' AND SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT y 54.32'\ \ AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND _ SPECIFICATIONS, AS APPROVED BY THE CITY OF RENTON, A SET OF / APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. s m / 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE IS 1 LIMITED TO S: CO AM TO 3:30 PM WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE TRANSPORTATION DIVISION AT 277 - VQ, STA. 3+11, 20'RT 6222 24 HOURS IN ADVANCE. TIE POLICE DEPARTMENT, FIRE \� 1 -4"x4' VERTICAL CROSS (M DEPARTMENT AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. 1 -4 BLIND FLANGE W/ 2' TM 2' PLUG (ON TOP) \ MIN � °3pp 1 1 -4• �LIp10 FLANf.'E (pJ Bp _ - - 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE 1 -4" pL�IG (MJ) W/ 2' TAP PERMANENT ` -40q AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY 2' &.OWIOFF pgt,rn °_y.Tp glpy - - THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR L.� .. 5 DISTURBANCE. FOR UTILITY LOCATE CALL 48 HOURS LOCATORS 1- 0 SANITARY SEVER NOTES AND SPECIFICATIONS Jg MIN• FF- 39&1 ROAD, MIN. FF°3 =B.B p 800- 424 -5555. umuTY --- _ _ _ MIN. FF -39&7 _ i 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE EASEMENT - - - '�_ \ m ~ STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON AND THE S�XH - 4. ALL WATER MAIN PIPE TO BE CEMENT LINED DUCTILE IRON PIPE g- - -STA 3+05, 24.517 �q -- -- CONFORMING TO AWWA C110 AND C111 OR LATEST REVISION, O L� LATEST EDITION OF THE WSDOT /APWA STANDARDS AND � -�27 2._ THICKNESS CLASS 52. CEMENT MORTAR LINING AND SEAL COATING SPECIFICATIONS. - INV- 392.36 (6-* �_ - _ - - _ �� \ SHALL CONFORM TO AWWA C104 OR LATEST REVISION. PIPE JOINTS LIMITED TO RS AM TO 3:30 PM ON WEEKDAYS UNLESS OTHERWISE \ INN39221 (��» \ TO BE PUSH ON OR MECHANICAL JOINT. BEDDING TO BE CLASS C. Q 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE ry ` _ L'A _ _., _ _ _ _ \ \ \ ALL DUCTILE IRON PIPE INSTALLED SHALL BE POLYETHYLENE WRAPPED 1` -STA- .31,.05, fO•RT \ PER ANSI /AWWA C105 -77 STANDARDS. Z Z APPROVED IN WRITING BY THE TRANSPORTATION DIVISION AT 277- _ 0'� �S 6222. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE I \ - / RIY °•� • 5. CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT APPROVED BY THE TRANSPORTATION DIVISION 24 HOURS IN ADVANCE. LINED, PRESSURE RATED AS NOTED ON PLANS AND IN ACCORDANCE 2 THE POLICE DEPARTMENT, FIRE DEPARTMENT AND 911 SHALL BE - T' G W = NOTIFIED 24 HOURS IN ADVANCE. / / -��'- :72' -� �• „�y \ - - -7 \ WITH ANSI /AWWA RATED C110/A21.10.82. NOT CEMENT LINING SHALL C IN - - - - - - - - - A '� 1 .28', ACCORDANCE WITH ANSI /AWWA ER AN 21.4 85. IF FITTINGS ARE 3 - 55.07' INCHES TO 12 INCHES IN DIAMETER AND HAVE MECHANICAL JOINTS, 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD � � -. '� / THE FITTINGS SHALL BE IN ACCORDANCE WITH EITHER ANSI AWWA LiJ SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION' r••,. -..- - "" - ' " / 101 03' C110 A21.10 -82 OR ANSI AWWA C153/A21.53-84. 3 INCH TO 12 (� PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBUC WORKS ' --- - _..�,;. ........ !c+aAGU%.uaasnr I - /-. _ - - - - - INCH DIAMETER WHICH HAVE MECHANICAL JOINTS AND /OR FLANGED ASSOCIATION, LATEST EDITION (APWA) AND THE CITY OF RENTON / ,s 2+ 9.95 � � - - -ter• """ �"' i JOINTS SHALL BE IN ACCORDANCE WITH ANSI /AWWA C710/A21.10.82 STANDARD SPECIFICATIONS. - - - - - - - - =- - - - - - - - - 1 _ _ _ / i OR A COMBINATION OF ANSI /AWWA C110/A21.10.82 AND ANSI /AWWA C153/A21.53 -84 SUCH THAT THE PORTION OF THE FITTING WITH A 4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE t MECHANICAL JOINTS) MAY BE IN ACCORDANCE WITH ANSI /AWWA 6 AND IT SHALL BE THE CONTRACTORS RESPONSIBILTY TO VERIFY THE / / I P / C153/A21.53 -84 AND THAT PORTION OF THE FITTING WITH THE a TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR I d i _'�'� FLANGED JOINT(S) SHALL BE IN ACCORDANCE WITH ANSI /AWWA DISTURBANCE. 7 - i O - �/M n �� / Cl /A21.10 ACCEPTANCE TESTING IN ACCORDANCE WITH L 0 5 10 20 SECT ON 53.53 OF ANSI /AWWA C153/A21.53 -84 OR WITH SECTION 5. A PRE - CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL °o I + I c I TA. 0+60 - u0O _°0 10 -4.3 OF ANSI /AWWA ClIO/A21.10.82 SHALL BE OBTAINED BY THE BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE d (NV -3427 i / / � CONTRACTOR AND TRANSMITTED TO THE OWNER. R THE CONTRACTORS RESPONSIBILTY TO SECURE ALL NECESSARY u / 5' CONCRETI �- - - - �� SCALE 1" = 20' 6. GATE VALVES SHALL CONFORM TO AWWA C500 AND SHALL BE IRON PERMITS PRIOR TO STARTING CONSTRUCTION (INSPECTION WALL BE I SIDEWALK ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON). IT MIN. FF °395.1 '� I/ /4' METER W/ PRESSURE yo2� BODY, BRONZED- MOUNTED, DOUBLE DISC WITH BRONZE WEDGING DEVICE AND 0 -RING STUFFING BOX. VALVES SHALL BE DESIGNED FOR U SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE CITY p REDUCING VALVE PER CITY C INSPECTOR 24 HOURS IN ADVANCE OF BACKFIWNG ALL 51 �' STDS. TYP /' A MINIMUM WATER OPERATING PRESSURE OF 200 PSI. GATE VALVES SHALL BE CLOW LIST 14, MUELLER COMPANY NO A2380 OR M & H. u CONSTRUCTION. I p / S88'44'00 "E ALL VALVES 12" IN DIAMETER AND LARGER, SHALL BE INSTALLED IN / A VAULT. SEE WATER STANDARD DETAIL FOR 12" GATE VALVE H 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THEM MEANS, METHODS P I - 11� / 100.99' ASSEMBLY VAULT AND t" BYPASS INSTALLATION. CL) AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS - N88'475.83' < t U, �, _ « AND OTHERS ON THE CONSTRUCTION SITE. / 75.83' o W / / �ff. 7. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE / /: N• PRESSURE) CONFORMING TO AWWA C- 504 -80 WITH A 6 INCH INLET 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO // p $ /_ MW. FF 395.5 ALL SANITARY SEWER AND M.V.O. OF 5 INCHES, TWO 2 -1/2 INCH HOSE NOZZLES WITH O " OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY / 1 • \c�0 /STA. 0+20 I MANHOLES SHALL HAVE NATIONAL STANDARD 7 INCH, 60 DEGREES V THREADS, O.D. THREAD • g CONSIRUCTION. / a - p- / WY�,3G26 - m LOCKING LIDS. 4.875 AND ROOT DIAMETER 4.6263, 1 -3/4 INCH PENTAGON 8. PLANS APPROVED BY THE CITY OF RENTON, DEVELOPMENT / MIN. FF -395.4 / a / / n OPERATING NUT OPENED BY TURNING COUNTER CLOCKWISE (LEFT). SERVICES DIVISION, SHALL TAKE PRECEDENCE OVER ALL OTHER / r / W PLANS. 394 / Q y'M" 21' , STAI 2 +06.69, 5'RT / 8. ALL WATER MAIN 10 INCHES AND SMALLER TO MAINTAIN A _'!� V `r 1 -C 22$• BEND (WJAU) p / MINIMUM COVER OF 36 INCHES BELOW FINISH GRADE . ALL WATER (6 SSMNa / R'O'W' - •6. W i MAIN 12 INCHES AND LARGER SHALL BE A MINIMUM OF 48 INCHES 9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE ,ST A 2 +05.41, 617 s. / 1HRU5T BLOCIONG / �- BELOW FINISH GRADE. WHERE UTILITY CONFUCTS OCCUR, WATER E' z WHENEVER CONSTRUCTION IS IN PROGRESS. /NM-399.73 /. 2 / - I MAINS ARE TO BE LOWERED TO CLEAR. •(Q - 10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN v1 / WN391.69 (6'IN) !" Dot ' AS -BUILT DRAWING Of THE SANITARY SEWER SYSTEM WHICH HAS BEEN o / INV- 391.52 �) ` - I 9. ALL WATER MAINS SIX 6) INCHES IN DIAMETER AND LARGER m g e / p. 3 SHALL BE CLEANED WITH PIPE CLEANING "PIGS- PRIOR TO STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR o, UFV- 391.42 6bUT) / O % l3' LICENSED PROFESSIONAL SURVEYOR. "' DISINFECTION. THE "POLY PIGS" SHALL BE GIRARD INDUSTRIES (5..5' SIDEWALK .j. • / / 5.'x5' HYDRANT -av I AQUA SWAB -AS OR APPROVED EQUAL, 2 LB /CU FT. DENSITY FOAM r _ / / EASEMENT 7 EASEMENT / WITH 90A DUROMETER URETHANE RUBBER COATING ON THE REAR OF 11. BACKFILL SHALL BE PLACED EQUALLY E BOTH SIDES OF THE _ _ _ \, . . - J '� "PIG' ONLY. "PIGS" SHALL BE CYLINDER SHAPED WITH BULLET NOSE PIPE IN LAYERS WITH I LOOSE AVERAGE DEPTH OF 6 INCHES, - - I CONCRETE CURB / I OR SQUARE END. THE CONTRACTOR WILL PERFORM THE CLEANING i• MAXIMUM DEPTH OF 8 INCHES, SE COMPACTED TAMPING EACH LAYER TO \ j7.OY71 E 1 42 16' & GUTTER \ 95R OF MAXIMUM DENSITY. THESE COMPACTED DYERS MUST EXTEND N I OPERATION. FOR ONE PIPE DIAMETER ON EACH S1DE OF THE PIPE OR TO THE \ qq 43' 1 I 18• STA. 1+67, 5' RT SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE 1- FIRE _HYDRANT ASSEMBLY 9a. ALL WATER MAINS AND SERVICES SHALL BE PRESSURE TESTED SHALL BE THE SAME AS DESCRIBED. �,� \k 1 -6'x6 TEE (FLxMJ) TO A MINIMUM OF 200 PSI OR 150 PSI OVER OPERATING �s 1' 1 1 -6- GATE VALVE (FLxMJ) I PRESSURE, IN ACCORDANCE WITH THE SPECIFICATIONS OF THE 1 -6'%6' VERTICAL CROSS (MJxFL) CITY OF RENTON AND THE WASHINGTON STATE HEALTH 12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING \ q, 10' lL TYP.. J 16.5' 2 -6' BLIND FLANGES (ONE DEPARTMENT. ALL oRESSURE TESTING SHALL BE DONE IN THE TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND . - " fH / - W '� W/ IN TAP AND PING) I PRESENCE T. A REPRESENTATIVE OF THE CITY OF RENTON. '0 MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL I M91• I / . 4 9 / �` 1 -6' GATE VALVE (YJxYJ) BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY / 5'., 1 -6'x4' REDUCER (PExMJ I 9b. ALL WATER MAINS AND SERVICES SHALL BE DISINFECTED BY II MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND m / / R y COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN nl / 1� D.I. PIPE, 18•f THE INJECTION OF A 50 PPM (MINIMUM CONCENTRATION) lwl�gli i C DAYS AND SHALL BE PER CITY Of RENTON CURRENT STANDARDS. I / �` 1HRUST BLOCIONG CHLORINE /WATER SOLUTION. DRY CALCIUM HYPOCHLORITE " d ! 6'1 / I �a�� SHALL NOT BE PLACED IN THE PIPE AS LAID. CHLORINE 13. DATUM SHALL BE CITY OF RENTON U.S.C. AND C.S. I / �I- ^ / c ) SHALL BE METERED /INJECTED IN ACCORDANCE WITH SECTION 7- 5' CONCRETE I x` 11.3(12)E OR 7- 11.3(12)F OF THE STANDARD SPECIFICATIONS 14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR �`N SIDEWALK REFERENCED IN i ABOVE. OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT \ A 10. A PRECONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY FOR THE PREVENTION OF ONSITE EROSION AFTER THE COMPLETION OF J4 506 05 O 6' SIDE SEWER / `L \ / I CONSTRUCTION. A MINIMUM OF 10 (TEN) WORKING DAYS NOTICE IS s 9 200; TYP.. CONSTRUCTION. I s6• 1�' fF REQUIRED FOR SCHEDULING. PRIOR TO SCHEDULING THE PRECON A / 6► ' \� ` \ I / PERMIT INFORMATION SHEET MUST BE SUPPLIED TO THE UTILITY 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY 1 / ENGINEER'S OFFICE. TWENTY -FOUR HOUR NOTICE WILL BE REQUIRED x I PRIOR TO STARTING NEW CONSTRUCTION. � ' �n PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7- 02.3(1) OF %SIDENCE � I / THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR I ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY REMOVE l / 11. IT SHALL 8E THE CONTRACTOR'S RESPONS181L1TY TO SECURE A ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND � EXOS7ING 65 I / BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING ^� \ SSMH/1 / YY OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL / fiA 12. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES Of AS WELL AS PLACEMENT AND COMPACTION OF REWIRED BEDDING a00 _ STA 0+55, SIT yf AND METERS SHALL NOT BE DONE UNTIL ALL SERVICE AGREEMENTS, 0_ MATERIAL TO UNIFORM GARDE SO THAT 1HE ENTIRE LENGTIi OF THE ( / \ - RIM- 407.29 / O METER APPLICATIONS, CONSTRUCTION PERMITS, AND PAYMENT OF Q I 67 \ / E f t1�l \• BIN 390.73 (8'W) / FEES HAVE BEEN MADE OT THE CITY OF RENTON. PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. •N" p / WN39Q63 !bU XTJPE o, rn PIPE BEDDING SHALL BE PEA GRAVEL 6" ABOVE AND BELOW THE 941 55,9 i I 4 ( s k gti g'` ATE EXISTING p>? 9A 13. ALL CONNECTION TO EXISTING MAINS TO BE ACCOMPLISHED BY �+ w PIPE. I \ ) / I �1 / UTIU71ES AS NEEDED ,tiC'��v THE CITY OF RENTON. EXCEPT WET TAPS WHICH MAY BE MADE BY c1OV Q L '\ �1 /� TO OUTSIDE OF ROAD/ / N tt' o APPROVED WET TAP CONTRACTORS WITH PRIOR APPROVAL FROM THE 16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) I I I 1 1 SIDEWALK. TYP. 7 y x WATER UTILITY SECTION. ALL NECESSARY EXCAVATION AND RUBBER GASKETED ASTM 3034, SDR 35, OR DUCTILE IRON CLASS 50. 1 I 1 / 10 � Elul MATERIALS TO BE SUPPLIED BY THE CONTRACTOR AND BE ON -SITE i 6 _� I PRIOR TO CITY NOTIFICATIONS. > 17. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES I I ,� l _�q m AND MAXIMUM 18 INCH ABOVE FINISHED GRADE. IN PAVED AREA, I ��11 \ TITER ,� GGISTF:�"'' 14. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. I I V• fq 1 u THE CITY OF RENTON. IT SHALL BE THE CONTRACTOR'S i/ ZONAL RESPONSIBILITY TO NOTIFY THE CITY INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. THE CONTRACTOR AS I � APPROXIMATE LOCATION i-xpff S 11/30/00 WELL AS THE ENGINEERS SHALL KEEP AS -BUILT DRAWING. 9 C i�fA 0+24, 5'RT' -, �OgF.�IY WATER'L9lE/ 15. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW -OFF s6 I 1- 12•x6' TAPPING TEE Ircl - ASSEMBUES FOR TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL �B' ) 1 -6' TAPPING GATE VALVE ( TIE -IN. 1 -6' VERTICAL CROSS (M 2 -6' BLIND FLANGES RECOMMENDED 16. ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS, W/ 2' TAP AND PLUG) ETC.) SHALL BE AS MANUFACTURED BY THE STAR MANUFACTURING Z I \ `` W/ THMS.T G FOR APPROVAL COMPANY OF COLUMBUS OHIO OR EQUAL APPROVED IN WRITING BY THE -SEE 710N DETAIL SHEET 7 .I 1, WATER UTILITY SECTION. o BYX,.hL 1i09UI49 to I _ 0 `' 17. ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO A 5 / / _ \�• BY MINIMUM DEPTH OF TWO INCHES. OIL MAT STREETS MAY BE SPADE L / ,4p6- o CUT. ALL SURFACE CONCRETE, PAVEMENT, SIDEWALKS, CURB, BY GUTTERS, AND DRIVEWAY APPROACHES SHALL BE SAWCUT TO A \ / / /�w'i� MINIMUM DEPTH OF TWO INCHES OR REMOVED TO AN EXISTING EXPANSION JOINT. AVOID CUTTING UNDERGROUND n a / DIST UTILITY LINES. IYS COSTLY NOTE: 18. A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON i {A_ THE DAY OF INITIAL EXCAVATION WITH A PERMANENT, SEALED PATCH \ 25, THE • Vail EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. TO BE PLACED, TO CITY OF RENTON POLICY, WITHIN TEN DAYS. N \ I 390.23 W VERIFY) 101. CALL FOR SUBGRADE INSPECTION PRIOR TO PLACEMENT OF FINAL o 6, `__ be E SHALL BE THE CONTRACTOR'S RESPONSIBILITY L DETERMINE THE ® N390.35 N NEW) Y ®�Or® yO1fI EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER- PATCH. TRENCHES WILL NOT BE LEFT OPEN OVER NIGHT WITHOUT ®® GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO PRIOR WRITTEN APPROVAL OF THE INSPECTOR. SHOWN ae/� 6g®`1CCa/ccx HEREON. THE ENGINEER EASSUMES L NO EXISTING RESPONSIBILTY FOR EUTILITIES 19. FOR CITY PROJECTS SUCH AS TELEMETRY CONDUIT, THE PVC IIl�yyy VAANp �j! -i %� I \ / / QUq /- / I '- B ® ®- 4f�i7SVN NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. PIPE USED SHALL BE SCHEDULE 40 IN UNIMPROVED AREAS AND z w 0 j'� S'� / F i j UNDERGROUND SERVICE (USA) CALL BEFORE YOU DIG: 1- 800 - 424 -5555 SCHEDULE SCHEDULE 0 AREAS ALL CHEMICAL PROCESS C -S- 27gBo� C w- ��g4'oi 15 �� 31/, J SCANNED OCT -61999 J4 60 ,-- -, - � %jLL 31 3 8 - - � I I .24 X _ L