Loading...
HomeMy WebLinkAboutW-370302WATER GENERAL NOTES 1. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING /BUILDING /PUBLIC 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 00 SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. (Y) 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE LIMITED TO 8:30 AM TO 3:30 PM r ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE DEPARTMENT OF PUBLIC WORKS AT (425)430 -7301. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE OF ANY WORK IN THE RIGHT OF WAY. 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. U) 4. AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED TO BE SUBMITTED AT THE If- PRE - CONSTRUCTION MEETING. J 5. ALL WATER MAIN PIPE TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AWWA C110 AND C111 OR LATEST REVISION, THICKNESS CLASS 52. CEMENT MORTAR LINING AND SEAL a COATING SHALL CONFORM TO AWWA C104 OR LATEST REVISION. PIPE JOINTS TO BE PUSH -ON 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. O 6. CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, PRESSURE RATED AS NOTED ON PLANS, AND IN ACCORDANCE WITH ANSI /AWWA C110/A21.10 -87. CEMENT LINING SHALL BE IN ACCORDANCE WITH ANSI /AWWA C104/A21.4 -90. IF FITTINGS ARE 3 INCHES TO 12 INCHES IN (n DIAMETER AND HAVE MECHANICAL JOINTS, THE FITTINGS SHALL BE IN ACCORDANCE WITH EITHER ANSI /AWWA C110/A21.10 -87 OR ANSI /AWWA C153/A21.53 -94. 3 INCH TO 12 INCH DIAMETER }e FITTINGS WHICH HAVE MECHANICAL JOINTS AND /OR FLANGED JOINTS SHALL BE IN ACCORDANCE WITH ANSI /AWWA C110/A21.10.87 OR A COMBINATION OF ANSI /AWWA C110/A21.10.87 AND ANSI /AWWA C153/A21.53 -94 SUCH THAT THE PORTION OF THE FITTING WITH A MECHANICAL uj JOINT(S), MAY BE IN ACCORDANCE WITH ANSI /AWWA C153/A21.53 -94 AND THAT PORTION OF THE Z FITTING WITH FLANGED JOINTS) SHALL BE IN ACCORDANCE WITH ANSI /AWWA C110/A21.10 -87. ACCEPTANCE TESTING IN ACCORDANCE WITH SECTION 53.53 OF ANSI/AWWA C153/A21.53 -94 OR WITH SECTION 10 -4.3 OF ANSI /AWWA C110/A21.10 -87 SHALL BE OBTAINED BY THE CONTRACTOR AND TRANSMITTED TO THE OWNER. 7. GATE VALVES SHALL BE IRON BODY, BRONZED - MOUNTED, DOUBLE DISC WITH BRONZE WEDGING DEVICE AND 0 -RING STUFFING BOX (AWWA C500) OR OF RESIDENT SEATED TYPE (AWWA C509). VALVES SHALL BE DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE OF 200 PSI. GATE VALVES SHALL BE CLOW LIST 14, MUELLER COMPANY NO A2380, OR M & H. 8. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) OR COMPRESSION TYPE (OPENING AGAINST PRESSURE) CONFORMING TO AWWA C- 502 -85 WITH A 6 INCH MECHANICAL JOINT INLET AND A MAIN VALVE OPENING (M.V.O.) OF 5 -1/4 INCHES, TWO 2-1/2 INCH HOSE NOZZLES WITH NATIONAL STANDARD THREADS 7 -1/2 THREADS PER INCH AND ONE 4 INCH PUMPER NOZZLES WITH THE NEW SEATTLE PATTERN 6 THREADS PER INCH, 60 DEGREES V.BL THREADS, OUTSIDE DIAMETER OF MALE TREAD 4.875 AND ROOT DIAMETER 4.6263. HYDRANTS 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 HAVE NO LUGS AND 2 SET SCREWS 180 DEGREES APART. STORTZ 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. IT 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 APPLICATIONS, CONSTRUCTION PERMITS, AND PAYMENT OF FEES HAVE BEEN MADE TO THE CITY OF RENTON. 23. ALL CONNECTION TO EX ISi1NG 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 PUBLIC WORKS. 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 BACKFILLING ALL CONSTRUCTION. THE CONTRACTOR AS WELL AS THE ENGINEERS SHALL KEEP AS -BUILT DRAWINGS. 25. CONTRACTOR 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 -412 CONTACT: DARRELL OFFE, P.E. Cg1O1ETE RUIC1IM, Sax. Pnol A GENERA Me .moon of concrete ne ine, b mmtl,n Me1MmZmgMbl lsN. t� ma ae°a mac adlt emmele to YaP el Me M. TM meMWeel Me John. le Mm flym I. Im ms M quq° rNt .n amveC NIM ,met pne °IeAR EM�e tN,gee� el Me Men. N Kane 4 aMaMq Me D. 18IIfHIAIaaIW�GaI 4 NI am ina°oenrFYTabls 2ie1° 11. To°Dm "ma &,- - le rw nahmtal or 2 lwt a Me MrZ HC2 muN Le 7. to a RAM Mm 1/2 Me aRM (ran Me tuna vrtme b Me Nod name. 1 Tim MnN W. Cglnq ram Ie rppuMaWY 1. 1M tMenate M°NJn Mall Ee m Pa ARV, n..n c. m�5 F11 . a - OAM a Diameter of Poe In Feel T . 1MUel F PCnae at Me M1hp (Naga 1) 59L - �4o�by,9mrY,q LoW Pmnae/Sq Ft (Table 2) w - 1Mq Af ma n P.eOt A AMa N tl0,eeTg1,m .1 ..peat bear Note,N M. Dc . Dee a Me .mae1MOTh 91oMd0 In W b Bell 94g. F FM Im - "mhnum bt of the Thrust Mcd, F PM GROUND SUFACE n a Hm3-2 BLOCK BASE a WD D. 1. Aaa of CmeHe (A) - mruet nn ywMe T Safe R-nt baa (n Pea,N /�R fL 2 Maa1nue, HWp,t a mrvel Mad (HM) - DePM of Tmd a FM 2 � - z N a Tmd A fM) - 1 CqM of Gnaele TXael MM:. aYlae pmeli or ya M fNi) IFa 2 - i 1 umM1mm btM ar Rm.mt Black flea) - Ag] of Cmaeb A Lill . Hall _W a Re tuma Amwnt of (fmaele (a. Te) - Heil . Deal . Un, M) , aD3Tw (HM . Im . De) . a03104 E E3AYPIE 1. 9mlm Coml. W Me amwnt of omaNe rpuhi b NN: a tY bath F m Y U. at main the foal CaNMq pecan F fM Pipe . Be a5 pi aM Um p1 analWn N Me a e Mak°<w ema ma pmel. 2 50IIteal pwfu - MW. ElmislMeter al tT Ir - 1 W In ): 9.W ,2 - a]6 2 - .1 the A `e u, . W h.,aa h m > Spain•• me - De b Fuels 2 Table R Ynr Me Me GvFq kq or aq mfil 1 M°F� i Me PpMAK - M b or .11E: b tloYen . KY tM& YIPM 4mtl, I, A M Pal.t op M1M M. don e . e hM,MM. CCwf o Me Ttl plpiotknc_ - Nm or CmOeN W Sak 4vMq LLW � T.12 W R - YmL,wm Blot or Nwet Beak I.) - DMM 0 T. A FMOf M Feet 2 Z -2 -20R - Depth W GnaeY TboN Sat (M) Math W Tmd M FM MI - W. Dhney N Pbe (a) 2 - J3- 0.75 2 - Yminun bqM W Internet Mat (lea) - NA o1 Finaeb x.pnt of cmaN. _ A _ T.1x _.it Nm zo - ReyeM Amon to Lmmb - (Hey,t . Mft n ImgM) . na)TW Ln . D°) . awrw iD s IN . 113) . aaTlaq ".map SW 1,4PS ° Tln,el d FlNY,w . pY Do'I Gb Bna e, Pamae 13' BmM 22 -t 11 -1 /e Bn ena i e• 6• 1a• 1r tY 19• lxte, �xr ]gym 3m 2Ta Into mD 2m 2 mD � 21m 1 1w xl am 1{.qm ea.2W K20 mmo axMa vDle]eDm 1m].aaa yDOt tam t }.O tdaq wa E,]W Mam atw aaaD elagm�p 1•AJM e]D jaa] gI,TD t 140b 1).Bb +ama :r.sxD M3m lTD X� 0.� B.2W 2pm 10.1m +zam latm ?0� 21 ml, y(}TI M,am .+.3m M,Wp TzOm ae�goo 11qvm ml,tm A,NO RE : TM M. 1. ham, M M f fCaee,t qbl. m b mmeM1g1x M1e. N,m& MpMelmmeer M.ap pp��'' Sara -mi lee. 2,e%aI�,a�e.� NR�iWtIANmT to war -^ gal al d" alAw R,Aelm t/m At Bert aoD Sena SM Sead aria cmmm MM aey KA,� Hoe Scala 10.am u.ma°dm t° °eal"°ef all e,MDinette ,. are >b°,.,,MaY1°.ranb„'�ee a v oM a,a I t Met emgt a Adilklnt eld I[ybm tlam1 CAP 22 -1/2° * emhlrlilrlil�l �III�rNc e)n�lll� �III,�Gi s j : P 11 -1/4° 90 BEND FIGURE 1 NOTE rM Poll VERR AL 4T'DS M.W91. SEE MIN, ,MM RNI Na n U CONCRETE BLOCKING SIZING PROCEDURE A PLAN VIEW AA HAIFA J T �J Re VALVE BOX UD WITH EARS 1 3• IN DIRECTION OF WATER 2" SQUARE 38" MIN. MAIN AND WORD "WATER" OPERATING NUT WROTH CAST INTO IT SEE DETAIL WHITE POST 62" 4-1/4' DIA. 1/8 MIN. THICKNESS 24" 2 PIECE CAST IRON VALVE BOX. RICH- SEATEE TYPE OR OLYMPIC FOUNDARY If STEEL LENGTH AS REWIRED 1/8" MIN. THICKNESS VALVE MARKER POST 2 -1/4" INSIDE MEASUREMENT 2 -1/4" DEPTH VALVE OPERATING NUT SECTION A -A EXTENSION VALVE OPERATION NUT EXTENSION NOTE- EXTENSIONS ARE REQUIRED WHEN VALVE NUT IS MORE THAN THREE (3) FEET BELOW FINISHED GRADE. EXTENSIONS ARE TO BE A MININMUM OF ONE (1) FOOT LONG. ONLY ONE EXTENSION TO BE USED PER VALVE. NOTE: ALL EXTENSIONS ARE TO BE MADE OF STEEL, SIZED AS NOTED, AND PAINTED WITH TWO COATS OF METAL PAINT. VAL\ AND VALVE MARKER NOTES - VALVE MARKERS SHALL BE EQUAL TO CARSONITE UTILITY MARKER VALVE MARKER POST TO BE USED FOR ALL VALVE OPERATING NUT EXTENSION MAIN LINE VALVES OUTSIDE PAVED AREAS AND VALVE MARKER POST ADOPTED =WII ♦�♦ = STANIZAAM Ell 12/w Tm WIt lz/ae DWG. NAME: BR46 SP PAGE:8090 ear rover. P.E. EXZSTWG VPTER LINE PUN VIEW ,wAm um TCSTWG DETAIL GATE REVISION 6Y R TING NUT 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 PUBLIC 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 SUBGRADE 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. 2�Z STE1� °• °� ANAL ' 10/4/2013 N0. REVISION MIME M D.L. D WX: D.L. )MIN MINI MIMN MIN MIN FACE OF CURB OR EDGE OF PAVEMENT _V 2" CLASS 'B' 7CETER LINE OR LANE LINE 6.5' MIN. 2" DEPTH OF GRIND OR SAWCUT AND REMOVE � ' SEE DWG# HR -05 FOR MINIMUM STANDARDS T T�DATE TYPICAL PAT( W- 310302 RECOMMENDED FOR APPROVAL By: ,/ Date: TI 20 (-Z- By: Date: By: Date: By: Date: N.T.S. 6.5' MIN. 1' 1' 2.5' i' 1' MIN )MIN MIN I MINIM1N CLASS 'E' OR 'B' 6" CRUSHED SURFACING TOP COURSE CRUSHED ROCK, FLOWABLE FILL OR AS REQUIRED BY ENGINEER TYPICAL PATCH FOR FLE)CIBLE PAVEMENT WHEN PERPENDICULAR TO ROADWAY CENTERLINE ADOPTED CRY OF RRRON BYARDARD 12/98 1 I$ DAR: 14/96 DWG. NAME: HR -23 SP PAGE: H032A (IBLE PAVEMENT SCALE P.E. EXZSTWG VPTER LINE PUN VIEW P.E. TCSTWG DETAIL /TAT A'!lESPHE i OR ME Mal we, Scut IaalDMaxr E N.T.S. 6.5' MIN. 1' 1' 2.5' i' 1' MIN )MIN MIN I MINIM1N CLASS 'E' OR 'B' 6" CRUSHED SURFACING TOP COURSE CRUSHED ROCK, FLOWABLE FILL OR AS REQUIRED BY ENGINEER TYPICAL PATCH FOR FLE)CIBLE PAVEMENT WHEN PERPENDICULAR TO ROADWAY CENTERLINE ADOPTED CRY OF RRRON BYARDARD 12/98 1 I$ DAR: 14/96 DWG. NAME: HR -23 SP PAGE: H032A (IBLE PAVEMENT ' "`"`"" 197, ' CITY OF NE 7TH SHORT PLATS LAM ZEM� RENTON DONOGH HOMES /ENDURE INVESTMENTS, LLC DATUM planning /Building /Public works Dept. WATER DETAILS &NOTES 3513 / 3517 & 3603 NE 7th STREET W 06/20/2013 FAMECOf PAM PYYNE ND 91EEF: 10 OF:� TER -� EXZSTWG VPTER LINE PUN VIEW TCSTWG DETAIL B FTe O we, I� O NEW WATER LINE VERTICAL CROSSMJxFU FOR POLYPIGGING ONE BLIND FLANGE ON MP WITH 2'TAP 6 2'PLUG ONE. BLIND FLANGE ON BOTTOM ONE 'N.0 PLJO WISH 2• TAP 6 2' TEMPORARY BLOW -OFF TEMPORARY BLOCK CUT -TN (BY CITY FORCES) TEE FLXFL) W/ CONC. BLOCK 2- GATE VALVES <FLxHJ) 2- SOLID SL_EVES (MD OR RO -MAC COUPLINGS I- ADAPTER TL X NJ) I- PLU MJ) V /eTAP & TEMP. BLOW -OFF TEMP. BLOCK EXISTING WATER LINE " EXISTING WATER LINE FINAL CONNECTION DETAIL oil I w- ft TZ1 ArER ALL TESA CLEANING NG, EPN1N6 By POLTPG, AND DISINFECT MI, REMOVE TEMP. KOCK & BLOW -OFF 8 CONNECT WITH SLEEVE (NJ) A DL SPOOLS FINAL CONNECTION BY CITY FORCES EXISTING WATER LINE PUMUC wGRKS CONNECTION TO WATER MAIN CUT SM' PLAN - 3001 lll?PA12TJfFNT S IN -LINE TEE &TWO VALVES NARC[3 2010 ' "`"`"" 197, ' CITY OF NE 7TH SHORT PLATS LAM ZEM� RENTON DONOGH HOMES /ENDURE INVESTMENTS, LLC DATUM planning /Building /Public works Dept. WATER DETAILS &NOTES 3513 / 3517 & 3603 NE 7th STREET W 06/20/2013 FAMECOf PAM PYYNE ND 91EEF: 10 OF:� TER