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HomeMy WebLinkAboutW-371002N I� (0 L0 O T WATER 1. 2. 3. 4. GENERAL NOTES ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CRY OF RENTON PLANNING /BUILDING /PUBUC WORKS DEPARTMENT AND THE 1996 EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE UNITED A LI 3:30 PM ON WEEKDAYS UNLESS OTHERWISE APPROVED N WRITING BY THE DE DEPARTMENT OF PUBLIC WORKS AT (425)430-7301. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED HOUR 24 HOURS IN N ADVANCE OF ANY WORK IN THE RIGHT OF WAY. 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. AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED TO BE SUBMITTED AT THE k PwW GRADE EXTENSIONS ARE TO BE A OF m. PRE - CONSTRUCTION MEETING. Tee. YP 5. ALL WATER MAIN PIPE TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AWWA C110 d AND C711 OR LATEST REVISION, THICKNESS CLASS 52. CEMENT MORTAR UNING AND SEAL ImM IIeM COATING SHALL CONFORM TO AWWA C104 OR LATEST REVISION. PIPE JOINTS TO BE PUSH -ON yD.M OR MECHANICAL JOINT. BEDDING TO BE CLASS C. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE POLYETHYLENE WRAPPED PER ANSI /AWWA C105/A21.5 -93 STANDARDS. 0 ]W RIM S5,'Ja�O 6. CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, PRESSURE RATED AS NOTED o 6• ON PLANS, AND IN ACCORDANCE WITH ANSI /AWWA C110/A21.10 -87. CEMENT LINING SHALL BE (n l7,Wp IN ACCORDANCE WITH ANSI /AWWA C104/A21.4 -90. IF F TINGS ARE 3 INCHES TO 12 INCHES IN 1'ND DIAMETER AND HAVE MECHANICAL JOINTS, THE FITTINGS SHALL BE IN ACCORDANCE WITH EITHER tW ter• zm ANSI/AWWA C110/A21.10 -87 OR ANSI /AWWA C153/A21.53 -94. 3 INCH TO 12 INCH DIAMETER f- 6a 1 FITTINGS WHICH HAVE MECHANICAL JOINTS AND /OR FLANGED JOINTS SHALL BE IN ACCORDANCE 14 SG =0 WITH ANSI/AWWA C110/A21.10.87 OR A COMBINATION OF ANSI /AWWA C110/A21.10.87 AND ss,SiD YISb ANSI /AWWA C153/A21.53 -94 SUCH THAT THE PORTION OF THE FITTING WITH A MECHANICAL O JOINT(S), MAY BE IN ACCORDANCE WITH ANSI /AWWA C153/A21.53 -94 AND THAT PORTION OF THE z M.DW FITTING WITH FLANGED JOINT(S) SHALL BE IN ACCORDANCE WITH ANSI /AWWA C110/A21.10 -87. 1 >.6.b p6'A ACCEPTANCE TESTING IN ACCORDANCE WITH SECTION 53.53 OF ANSI /AWWA C153/A21.53 -94 OR iW Sam WITH SECTION 10 -4.3 OF ANSI /AWWA C710/A21.10 -87 SHALL BE OBTAINED BY THE CONTRACTOR yL..l = 2AK' AND TRANSMITTED TO THE OWNER. w 7. GATE VALVES SHALL BE IRON BODY, BRONZED - MOUNTED, DOUBLE DISC WITH BRONZE WEDGING z e%WD WCW DEVICE AND OR OF DOF al 1" aD' VALVES HALL BENDESGN DESIGNED FOR A MINIMUM WATER 0 ERA71NGI PRESSURE 200 PSI. GATE) 'i(,SA1 In loo,pp VALVES SHALL BE CLOW LIST 14, MUELLER COMPANY NO A2380, OR M & H. 1 1'Ag.�N 24760 8. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) OR COMPRESSION TYPE Al,b] ]4),flb (OPENING AGAINST PRESSURE) CONFORMING TO AWWA C- 502 -85 WITH A 6 INCH MECHANICAL J0.1W qJA JOINT INLET AND A MAIN VALVE OPENING (M.V.O.) OF 5 -1/4 INCHES, TWO 2 -1/2 INCH HOSE AND CONNECT TO VALV. AM D.I. SLEEVE (MJ) & D.I. SPOOLS NOZZLES WITH NATIONAL STANDARD THREADS 7 -1/2 THREADS PER INCH AND ONE 4 INCH FINAL CONNECTOR BY CITY FORCES PUMPER NOZZLES WITH THE NEW SEATTLE PATTERN 6 THREADS PER INCH, 60 DEGREES V.BL NOTES: THREADS, OUTSIDE DIAMETER OF MALE TREAD 4.875 AND ROOT DIAMETER 4.6263. HYDRANTS 1. TAPPING TEES SMALL BE MADE OF CAST IRON. DUCTILE IRON OR SHALL HAVE A 1 -1/4" PENTAGON OPERATING NUT OPENED BY TURNING COUNTER CLOCKWISE 9. THE TWO 2 -1/2" HOSE NOZZLES SHALL BE FITTED WITH CAST IRON THREADED CAPS WITH OPERATING NUT OF THE SAME DESIGN AND PROPORTIONS AS THE HYDRANT STEM NUT. CAPS SHALL BE FITTED WITH SUITABLE NEOPRENE GASKETS FOR POSITIVE WATER TIGHTNESS UNDER 10. THE 4" PUMPER NOZZLE SHALL BE FITTED WITH A STORTZ ADAPTER, 4" SEATTLE THREAD X 5" STORTZ. STORTZ ADAPTER SHALL BE FORGED AND /OR EXTRUDED 6061 -T6 ALUMINUM ALLOY, HARDCOAT ANODIZED. THREADED END PORTION SHALL RAVE NO LUGS AND 2 SET SCREWS 180 DEGREES APART. STORK FACE TO BE METAL, NO GASKET TO WEATHER. STORTZ CAP TO HAVE SYNTHETIC MOLDED RUBBER GASKET, AND SHALL BE ATTACHED TO HYDRANT ADAPTER WITH 1/8" COATED STAINLESS STEEL AIRCRAFT CABLE. 11. FIRE HYDRANTS SHALL BE PAINTED WITH TWO COATS OF PAINT. PRESERVATIVE PAINT NUMBER 43 -655 SAFETY YELLOW OR APPROVED EQUAL 12. PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY. 13. FIRE HYDRANTS SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAIL FOR FIRE HYDRANTS. LATEST REVISIONS. 14. ALL WATERMAINS 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. 15. ALL WATERMAINS 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, 2 LB /CU FT. DENSITY FOAM WITH 90A DUROMETER URETHANE RUBBER COATING ON THE REAR OF "PIG" ONLY. 16. "PIGS" SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE CONTRACTOR WILL PERFORM THE CLEANING OPERATION. 17. ALL WATERMAINS 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. THE QUANTITY OF WATER LOST FROM THE MAIN SHALL NOT EXCEED THE NUMBER OF GALLONS PER HOUR AS LISTED IN CITY OF RENTON STANDARD PLANS & SPECIFICATIONS 7- 11.3(11). THE LOSS IN PRESSURE SHALL NOT EXCEED 5 PSI DURING THE 2 HOUR TEST PERIOD. 18. ALL WATERMAINS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A 50 PPM (MINIMUM CONCENTRATION) CHLORINE/WATER SOLUTION. DRY CALCIUM HYPOCHLORITE SHALL NOT BE PLACED IN THE PIPE AS LAID. CHLORINE SHALL BE METERED /INJECTED IN ACCORDANCE WITH SECTION 7- 11.3(12)E OR 7- 11.3(12)F OF THE STANDARD SPECIFICATIONS REFERENCED ABOVE. 19. A PRECONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM OF FIVE (5) WORKING DAYS NOTICE IS REQUIRED FOR SCHEDULING. 20. TWENTY -FOUR (24) HOUR NOTICE WILL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. 21. R SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. 22. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL NOT BE DONE UNTIL ALL SERVICE AGREEMENTS, METER APPUCATIONS, CONSTRUCTION PERMITS, AND PAYMENT OF FEES HAVE BEEN MADE TO THE CITY OF RENTON. 23. ALL CONNECTION TO EXISTING MAINS TO BE ACCOMPLISHED BY THE CITY OF RENTON, EXCEPT WET TAPS WHICH MAY BE MADE BY APPROVED WET TAP CONTRACTORS WITH PRIOR APPROVAL).R FROM THE DEPARTMENT OF PUBUC WORKS. S ALL NECESSARY EXCAVATION AND MATERIALS TO BETE SUPPLIED BY THE CONTRACTOR AND BE ON -SITE PRIOR TO CITY NOTIFICATIONS. 24. INSPECTION WILL BE ACCOMPUSHED BY A REPRESENTATIVE OF THE CITY OF RENTON. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY DEVELOPMENT SERVICES 24 HOURS IN ADVANCE OF BACKFIWNG ALL CONSTRUCTION. THE CONTRACTOR AS WELL AS THE ENGINEERS SHALL KEEP AS -BUILT DRAWINGS. 25. CONTACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW -OFF ASSEMBLIES FOR TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL TIE -IN. OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425- 260 -3412 CONTACT: DARRELL OFFE, P.E. CONCeE E B XWNG BDNG PROCOARE A *108AL TI .-, of m,mle r Wee b om,v notrmm bnA w mtl awa oMe ee m n. w u..oi. m. mrtlwl n o .� =.re row u. Mont «.mw M .ne.n RPee +. 1ne e,.e n wa. Imt m ana.e..na nurt me epM u..la. a w a.M, x woo by N= ere Vourt P paMe Been F TWe 1 by tlo nM1 bvFplro] a11M W m enm F TtlYS 2 6 ➢LNTA 1. erne emna wocW° . m I,.bl e. 2 FbTlIlI_. beeueg.4 Meh must W rol b a b" +/2 be hpB ken, ue gamG rlaa b Ms VI - } TebW mu bweF9 Iou b gpotl, , A The cmaele .y .. 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A I'"erb'°"tm°ivYig w�.t n1�. aquuel+°10'"°,e e.'M1u. oa ®m z L.E SB%BA' sor. n-j .Elb S.�yr. �IOObuDTn m ItbY n�TCCI tm aey muN IrnMa Fc Ao s$O"ate zG�o6 6Ttl aM Gmel 1066 Reel aq Ooal Cmnm eM Dry 4.000 Reel 9iW yyq IaWO e num. °m P.M`V' Iaall ..Meets t.,wm+'d'i°m bnuLL w pR m Id°fteegegt .lu baroel w .,Illdnt i" CAP zz -t /z° 2" CLASS 'B'- 45 BEND TEE *2" 6" Fle D CLASS S 'E' tt -1 /a OR CLASS 'B' FIGURE 1 xgTE 1ua eNDAR IRAN ems IFmBic 5kE IPFA SINDN61 RAN Ma TS CONCRETE BLOCKING SIZING PROCEDURE N 2 PIECE CAST IRON VALVE BOX, RICH - SEATTLE TYPE OR OLYMPIC FOUNDARYY 7� VALVE OPERATING NUT SECTION A -A EXTENSION 2- SQUARE OPERATING NUT 4-114- DIA. 1/8 MIN. THICKNESS 1 STEEL LENGTH AS REWIRED 1/8- MIN. THICKNESS - 2 -1/4- INSIDE MEASUREMENT 2 -1/4- DEPTH T� 62- 24 IL VE MARKER POST POST VALVE OPERATION NUT EXTENSION NOTE: EXTENSIONS ARE REQUIRED WHEN VALVE NUT VALVE MARKER NOTES: VALVE MARKERS SHALL BE EQUAL TO Tlmt N AWge k PwW GRADE EXTENSIONS ARE TO BE A OF m. AP., a Tee. YP ee' Al 11-1/4 d title Bn6 ImM IIeM 4 yD.M ]W RIM S5,'Ja�O 2� 1�IT0 ka o 6• llq 66W l7,Wp SIO 1'ND 7 WD tW ter• zm gkm zasm 44000 6a 1 M 14 SG =0 M.ZF ss,SiD YISb 140]0 &3M ib 41GUJ = M.DW M. 1 >.6.b p6'A UP 1C iW Sam = 2AK' 1alM I e%WD WCW al 1" aD' RN am 'i(,SA1 In loo,pp 10 tm 1 1'Ag.�N 24760 N' 2W Al,b] ]4),flb 1A740 J0.1W qJA TAKE 2 • Aa. A I'"erb'°"tm°ivYig w�.t n1�. aquuel+°10'"°,e e.'M1u. oa ®m z L.E SB%BA' sor. n-j .Elb S.�yr. �IOObuDTn m ItbY n�TCCI tm aey muN IrnMa Fc Ao s$O"ate zG�o6 6Ttl aM Gmel 1066 Reel aq Ooal Cmnm eM Dry 4.000 Reel 9iW yyq IaWO e num. °m P.M`V' Iaall ..Meets t.,wm+'d'i°m bnuLL w pR m Id°fteegegt .lu baroel w .,Illdnt i" CAP zz -t /z° 2" CLASS 'B'- 45 BEND TEE *2" 6" Fle D CLASS S 'E' tt -1 /a OR CLASS 'B' FIGURE 1 xgTE 1ua eNDAR IRAN ems IFmBic 5kE IPFA SINDN61 RAN Ma TS CONCRETE BLOCKING SIZING PROCEDURE N 2 PIECE CAST IRON VALVE BOX, RICH - SEATTLE TYPE OR OLYMPIC FOUNDARYY 7� VALVE OPERATING NUT SECTION A -A EXTENSION 2- SQUARE OPERATING NUT 4-114- DIA. 1/8 MIN. THICKNESS 1 STEEL LENGTH AS REWIRED 1/8- MIN. THICKNESS - 2 -1/4- INSIDE MEASUREMENT 2 -1/4- DEPTH T� 62- 24 IL VE MARKER POST POST VALVE OPERATION NUT EXTENSION NOTE: EXTENSIONS ARE REQUIRED WHEN VALVE NUT VALVE MARKER NOTES: VALVE MARKERS SHALL BE EQUAL TO IS MORE THAN THREE (3) FEET BELOW FINISHED CARSONITE UTILITY MARKER GRADE EXTENSIONS ARE TO BE A OF ONE FOOT LONG. ONLY ONE EXTENSION TO TENSION VALVE MARKER POST TO BE USED FOR ALL VALVE OPERATING NUT EXTENSION USED BE USED PER VALVE. MAIN LINE VALVES OUTSIDE PAVED AREAS AND VALVE 1lARBE'R 1031' NOTE: ALL EXTENSIONS ARE TO BE MADE OF ADOPTED STEEL, SIZED AS NOTED, AND PAINTED AM . �. �r TWO COATS OF METAL PAINT.�� /2/ Irtuml® e2uoT `�y_Ti' 1R DAa lz/ob Tin. .r..M W+IVY. m NLAanI ... e. OAT REVISION pR DWG. NAME BR46 SP PAGE: 8090 090 VALVE OPERATING NUT EXTENSION AND VALVE MARKER POST 26. 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 DEPARTMENT OF PUBUC WORKS. 27. ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT 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 SAWCUT TO A MINIMUM DEPTH OF TWO INCHES OR REMOVED TO AN EXISTING EXPANSION JOINT. 28. 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 SUBGADE INSPECTION PRIOR TO PLACEMENT OF FINAL PATCH. * 29. FOR CITY PROJECTS SUCH AS TELEMETRY CONDUIT, THE PVC PIPE USED SHALL BE ALL CHEMICAL PROCESS LINES SHALL BE SCHEDULE 80 PVC PIPE. SCHEDULE 40 IN UNIMPROVED AREAS AND SCHEDULE 80 UNDER IMPROVED AREAS. 274M z 131 NO. IVILTA 114111 BY I DATE I APPR D.L OFFE, P.E. IMIN MIN Mlm_N I MIN MIN �►s°OS° °'e °MEX °° °gyp ► ° °M� ME ME ole om <vlooa 014 °�� ►r° *1 vIM ►MRM ►seo° ' ►O eN ►° ��6.5' MIN. 1' 1' 2.5' 1' 1' MIN MIN MIN MIN MIN � I I -FACE OF CURB OR EDGE OF PAVEMENT 7TER 'B' OR LANE LINE -ACP CLASS 'E' OR 'B' �- 6" CRUSHED SURFACING TOP COURSE CRUSHED ROCK, FLOWABLE FILL OR AS REQUIRED BY ENGINEER TYPICAL PATCH FOR FLEXIBLE PAVEMENT 6.5' MIN. WHEN PERPENDICULAR TO 2" DEPTH OF ROADWAY CENTERLINE GRIND OR SAWCUT AND REMOVE � ADOPTED ei P �fI01 ♦ 1 eTANDAim 121918 t rvr w9s tz/as * SEE DWG# HR -05 FOR MINIMUM STANDARDS DATE REVISION BY PR DWG. NAME: HR -23 SP PAGE: H032A RECOMMENDED FOR APPROVAL By: Date: By: Date: By: Date: By: Date: TYPICAL PAT( )R FLEXIBLE PAVEMENT N.T.S. �I�"�'!6 _© CITY OF SCALE wl®ITM: 1«D 'P6RP/1PM' '-Sl� MA RENTON ONE" DATUM ATRAJ. n Planning /Building /Public Works Dept. F XO! BE W] wNE WxamrMLr C -)I NE 7TH NORTH SHORT PLAT KRRV DEVELOPMENT, LLC WATER DETAILS & NOTES 3506 NE 7th STREET Vv Y `2:� ( 0 0 -:�, 09/25/201 z m �z N 3 L� y !� O i d i TESTING DETAIL N '� t9 R .. Q NEW D.I. WATER UNE TAPPING TEE (MALI) VERTICAL FOR P FLANGE To 2' TAPING TAPPING GATE VALVE (FL XM2 1 -BLIND FL DN TOP WTH 2- TAP AND 2- PLUG NGE TEMPORARY PLUG (NJ) WITH 2 -INCH TAP 1-BLIND FIANCE ON BOTTOM AP & AND 2 -INCH GF 2-TAP & Y BLOW -OFF FF ASSEMBLY 1- PWG(RY ELO CONCRETE. BI OCKINC TEMPORARY BLOCK COMING C 3 v FINAL CONNECTION DETAIL N ^ -1 I I/'� NEW DJ. WATER LINE -R}L -Alt aFIRING17`'MYY)POLIPe PRESSURE TESTING AND DISINFECTION. REMOVE TEIIPORAY BLOCX & BLOW-OFF AND CONNECT TO VALV. AM D.I. SLEEVE (MJ) & D.I. SPOOLS FINAL CONNECTOR BY CITY FORCES NOTES: 1. TAPPING TEES SMALL BE MADE OF CAST IRON. DUCTILE IRON OR EPDXY - COATED STEEL 80L15 AND NUTS SHAL BE 00i-TEN. Al LEES AND VALVES SHALL BE WATER TESTED BEFORE TAP 2. NO SZE ON SEE TAPS ON CA5T -IRON WATER LINES TAP 6NALL BE AT LEABT 2' SMALLER DIAMETER THAN THE EXISTING MAIN. 1 NO WET TAP ON ASBESTOS CEMENT UNE OR UN 4. WET - TAPPING OF EXISTING CITY OF RENTON WATER MAINS WLL BE DONE BY SPEER TAP OR SUPERIOR TAPPING INC. S CONTRACTOR SMALL POTHOLE AND VERIFY THE HORIZONTAL AND VERTICAL W=371002 ALIGNMENT OF E45TNG UNE OR STUB AND SMALL START "INC THE NEW UNE AT THE 50.4E HORRONTAL AND VERTICAL ALIGNMENT R THE EM51 NG me 6. CITY FORCES WILL PERFORM THE FINAL CONNECTION FROM ONE WATT LINE TO THE TAPPING VALVE WITH D.I. SEEVE AND 0.1. SPOOL PUBLIC WORKS CONNECTION TO WATER MAIN WITH SM. PLAN - 9001 4 ' DEPARTMENT TAPPING TEE & VALVE 11.1RDT1 2010 �I�"�'!6 _© CITY OF SCALE wl®ITM: 1«D 'P6RP/1PM' '-Sl� MA RENTON ONE" DATUM ATRAJ. n Planning /Building /Public Works Dept. F XO! BE W] wNE WxamrMLr C -)I NE 7TH NORTH SHORT PLAT KRRV DEVELOPMENT, LLC WATER DETAILS & NOTES 3506 NE 7th STREET Vv Y `2:� ( 0 0 -:�, 09/25/201 z m �z N 3 L� y !� O