The URL can be used to link to this page

NL Cypress-CS120203 Page 1 of 1 George Marshall - RE: Cypress Waters Shop Drawing review (SD-045) From: <michael.westfall@kimley-horn.com> To: <gmarshall@coppelltx.gov> Date: 2/3/2012 11:35 AM Subject: RE: Cypress Waters Shop Drawing review (SD-045) CC: <ASAMANIEGO@coppelltx.gov>, <marty.paris@kimley-horn.com> Attachments: SD-039 8in Strainer.pdf George, Attached is the shop drawing for the 8-inch strainer inside the meter vault for your review. Thank you, Michael Westfall, P.E. Kimley-Horn and Associates, Inc. 12700 Park Central Drive, Suite 1800 Dallas, TX 75251 V 972.770.1351 | F 972.239.3820 E michael.westfall@kimley-horn.com From: Westfall, Michael Sent: Friday, February 03, 2012 10:46 AM To: 'George Marshall' Cc: Albert Samaniego; Paris, Marty Subject: Cypress Waters Shop Drawing review (SD-045) George, Per my voice message, we have received a shop drawing for the Coppell Meter Vault. Gracon has asked for an expedited review of this shop drawing. I have included the entire shop drawing for precast structures and the Coppell meter vault is sheet 6 of 33. ( Sta: 1+78.66.) Please let me know if you have comments on the shop drawing. I am putting together a formal response and will incorporate your comments back to the Contractor. Give me a call if you have any questions. Thank you, Michael Westfall, P.E. Kimley-Horn and Associates, Inc. 12700 Park Central Drive, Suite 1800 Dallas, TX 75251 O 972.770.1351 | M 704.658.8494 E michael.westfall@kimley-horn.com file://C:\Documents and Settings\radloo\Local Settings\Temp\XPgrpwise\4F2BC66ECity_...2/16/2012 SHOP DRAWING TRANSMITTAL SD-045 CYPRESS WATERSWATER MAIN, PUMP STATION, LIFT STATION AND FORCE MAIN TO:Kimley-Horn Associated, Inc.FROM:GRACON CONSTRUCTION, INC. 127000 Park Central Drive, Suite 1800P.O. BOX 360039 Dallas, TX 75251DALLAS, TEXAS 75336-0039 ATTN:Marty ParisSPECIFICATION SECTION: DATE 1-25-12DATE PREPARED:REVIEWED: NO. COPIESDESCRIPTIONSupplierACTION TAKEN 1 PrecastHanson COMMENTS/ NOTES ABOUT SUBMITTAL For Approval. ENGINEER:CONTRACTOR: Ù®»¹ Ù®¿ª» SHOP DRAWING COVER SHEET ( ATTACHED TO ALL SHOP DRAWINGS & SUBMITTALS) (USED FOR REVIEW STAMP & COMMENTS) CYPRESS WATERS - PHASE 1 TIF WATER MAIN, PUMP STATION, LIFT STAITION & FORCE MAIN Wednesday, January 25, 2012 TRANSMITTAL NO.045DATE: SPEC. SECTION: DESCRIPTION: Precast Supplier:Hanson GRACON REVIEW STAMPKIMLEY-HORN STAMP SD-045 Contractor has checked these shop drawings for compliance in accordance with the contractplans & specifications. Gracon Construction, Inc. ________________ Date __1-25-12____ GRACON COMMENTS ïò Í±³» ¬±° ¿²¼ ¾¿» ©·´´ ¾» °±«®»¼ ·² °´¿½» °»® ¬§°·½¿´ ¼»¬¿·´ ¿¬¬¿½¸»¼ô ·² ±®¼»® ¬± ¿¼¶«¬ ¸»·¹¸¬ ¿²¼ º·»´¼ ´±½¿¬» ¿½½» ¸¿¬½¸»¼ ò KIMLEY-HORN COMMENTS Hanson Pipe & Precast, Inc South Central Region 1000 N. MacArthur Blvd. Grand Prairie, Texas 75050 Contact: Gina Jordan Ph: 972-260-3663 Cell: 817-233-2459 Gina.jordan@hanson.com Gracon Construction Cypress Waters Ph 1 Dallas Water Utilities Dallas, TX Submittal 1/25/12 ùÍÌÌ×ÐÐï×È×ÊæÛÇÐÈ EL &BSTE K PIPE&PRECAST TO:HANSON 1 12-16-201 :GINA ATTN ) LOAD(300PSF PEDESETRIAN 3X3FRAME&COVER REDOXIDEPRIMER (Q-4TYPE) DLE RECESSEDDROPHAN SLAMLOCK 36-1/4" 36-1/4"X OPENING CLEAR ONFRAME &SPRING HINGED COVER ASSIST ANGLEFRAMEW/LIP FORCOVER 3"(HEIGHT) ANCHORSON CASTIN ALLSIDES ORPLATEDESIGNCOVER 1/4"FLO IFFENERS W/3/8"FLATBARST HASP SURE) ESSSTEELSLAMLOCK(CLO STAINL (KEYPROVIDED) W/REMOVABLEKEY DLE RECESSEDDROPHAN LATCHW/HANDLE AUTOMATICSAFETY AINTEDREDOXIDEPRIMER NOTE:P --MANUELRELEASE ìÊ×ÙÛÉÈøÊÛÓÎÛÕ×éÈÊÇÙÈÇÊ×É ä ã ô ô ù ù ú û ïÓÎ å éÓØ×÷Ð×ÆÛÈÓÍÎ ÷ÎØ÷Ð×ÆÛÈÓÍÎ úÛÉÓÙøÓÏ×ÎÉÓÍÎÉ ä ìÓÌ×ûÌÌÊÍÄ øÓÛûúùøôåäãå×ÓÕÔÈ ø óÎóÎóÎóÎóÎóÎóÎóÎóÎðÚÉ ìÓÌ×óø ã å ìÐÛÎæÓ×Å îÍÈ× ûÐÐ×ÄÌÍÉ×ØÙÍÊÎ×ÊÉÉÔÛÐÐÚ×ÙÔÛÏÖ×Ê×Ø ïÓÎÓÏÇÏÊ×ÓÎÖÍÊÙÓÎÕÉÔÛÐÐÚ×üÕÊÛØ× ÍÊÈÔ××ËÇÓÆÛÐ×ÎÈ ÉÈ××ÐÛÊ×ÛÌÊÍÆÓØ×ØÓÎÈÔ×ÖÍÊÏÍÖÅ×ÐØ×ØÅÓÊ×ÖÛÚÊÓÙ ùÍÎÙÊ×È×ÖÍÊÌÊ×ÙÛÉÈÉÈ××ÐÖÍÊÏ×ØÉ×ÙÈÓÍÎÉÉÔÛÐÐÚ×ÛÏÓÎÓÏÇÏÍÖ ùðû ÌÉÓ îÍéÙÛÐ× ûÈÈÔ×ÍÌÈÓÍÎÛÎØ×ÄÌ×ÎÉ×ÍÖÈÔ×ÙÍÎÈÊÛÙÈÍÊÈÔ×Î×ÄÈÐÛÊÕ×ÊÉÓÂ×ÍÖ ûÐÐØÓÏ×ÎÉÓÍÎÉÉÇÚÒ×ÙÈÈÍÛÐÐÍÅÛÚÐ× Ô×ÛØÅÛÐÐÏÛÃÚ×ÖÇÊÎÓÉÔ×ØÛÉÐÍÎÕÛÉÈÔ×øØÓÏ×ÎÉÓÍÎÙÛÉÈÓÉÈÔÛÈ ÉÌ×ÙÓÖÓÙÛÈÓÍÎÈÍÐ×ÊÛÎÙ×É ÍÖÈÔ×Ê×ËÇÓÊ×ØÉÓÂ×ÍÖÌÓÌ× èóèð÷ìðûîè éèûè÷øûè÷ ìÊ×ÙÛÉÈô×ÛØÅÛÐÐèÃÌ×ú èä öÍÊê×ÓÎÖÍÊÙ×ØùÍÎÙÊ×È×ìÓÌ× ù÷ï÷îèõÊÍÇÌ ìÊ×ÙÛÉÈøÊÛÓÎÛÕ×éÈÊÇÙÈÇÊ×É åÃ×óÎÐ×ÈèÍÌ ÷ÄÈ×ÎÉÓÍÎ èÍÌæÓ×Å éÐÛÚèÍÌÅÓÈÔ õÊÛÈ×ûÉÉ×ÏÚÐÃ öÊÍÎÈæÓ×Å éÐÛÚèÍÌ óÈ×Ïô×ÓÕÔÈûÌÌÊÍÄ ê×ÖîÍÈ× ÓÎóÉÍÏ×ÈÊÓÙóÎÙÔ×Éå×ÓÕÔÈ æÓ×ÅðÚÉ õÊÛÈ× åÃ×óÎÐ×ÈèÍÌ ÷ÄÈ×ÎÉÓÍÎ éÐÛÚèÍÌ õÊÛÈ× úÍÄÅÓÈÔ ñÎÍÙÑíÇÈÉ úÍÄæÛÊÓ×É óÉÍÏ×ÈÊÓÙæÓ×Å îÍéÙÛÐ× îÍÈ× ûÐÐØÓÏ×ÎÉÓÍÎÉÉÇÚÒ×ÙÈÈÍÛÐÐÍÅÛÚÐ× ùÇÉÈÍÏ×ÊÈÍÉÌ×ÙÓÖÃÍÌ×ÎÓÎÕÉÓÂ×ÍÊÙÛÉÈÓÊÍÎÊÓÎÕÛÎØÙÍÆ×Ê ÉÌ×ÙÓÖÓÙÛÈÓÍÎÈÍÐ×ÊÛÎÙ×É èóèð÷ìðûîè éèûè÷øûè÷ èÍÌíÌÈÓÍÎÉÖÍÊÄìÊ×ÙÛÉÈúÍÄ èä ôÍÇÉÈÍÎ ù÷ï÷îèõÊÍÇÌ LAYING SCHEDULEHanson Pipe & Products, Inc. ùÃÌÊ×ÉÉåÛÈ×ÊÉìÔÛÉ×972.299.5274 CEDAR HILL: Gracon479.782.9159 CONTRACTOR:FORT SMITH: Cypress Waters - Phase 11/25/2012972.263.2181 PROJECT:DATE:CUSTOMER NO:GRAND PRAIRIE: D Hunter972.260.3652 BY:SALES ORDER NO:GRAND PRAIRIE PRECAST: Dallas903.759.9422 LOCATION:REVISION DATE:WORK ORDER NO:LONGVIEW: TexasG Jordan405.677.8811 BY:SALESMAN:OKLAHOMA CITY: *Allowance for Gainage (Joint Creep) included in ACCUMULATED LENGTH FROMTODESCRIPTION OF PIPE*ACCUMJOINT TYPEREMARKS - FITTINGSFITTING NUMBER (s) STATIONSTATIONJOINTSSIZETYPE CLASSLENGTHLENGTHSTANDARDBEVELDESCRIPTION & INSTRUCTIONSPIPEBOX SUMMARY OF QUANTITIES STANDARDSTANDARDSTANDARDSTANDARDBEVELBEVELBEVELFITTINGSPLANBID Notes: MANUFACTURING PLANT SIZETYPECLASS4.00 '6.00 '7.50 '8.00 '4.00 '6.00 '8.00 '6.00 'TOTALQUANTITIES Grand Prairie- - - - - - >18 "T&G34.00 '6.00 '48.00 '58.00 ' 58.00 ' GASKET SUMMARYJOINT MATERIAL SUMMARY PREFORMEDMASTIC SIZETG-OFlexRGPGSIZETG-OFlexRGPG 17 EA (Omni-Flex)(O-Ring)(CR-O56)(Omni-Flex)(O-Ring)(CR-O56)0.75" x 2'-6"1.50" x 3'-6" 1.00" x 2'-6"1.75" x 3'-6" 1.25" x 3'-6"2.00" x 3'-6" 1/25/2012 - Page 1 of 2 Cypress Waters Phase 1 LAYING SCHEDULEHanson Pipe & Products, Inc. ùÃÌÊ×ÉÉåÛÈ×ÊÉìÔÛÉ×972.299.5274 CEDAR HILL: Gracon479.782.9159 CONTRACTOR:FORT SMITH: Cypress Waters - Phase 11/25/2012972.263.2181 PROJECT:DATE:CUSTOMER NO:GRAND PRAIRIE: D Hunter972.260.3652 BY:SALES ORDER NO:GRAND PRAIRIE PRECAST: Dallas903.759.9422 LOCATION:REVISION DATE:WORK ORDER NO:LONGVIEW: TexasG Jordan405.677.8811 BY:SALESMAN:OKLAHOMA CITY: *Allowance for Gainage (Joint Creep) included in ACCUMULATED LENGTH FROMTODESCRIPTION OF PIPE*ACCUMJOINT TYPEREMARKS - FITTINGSFITTING NUMBER (s) STATIONSTATIONJOINTSSIZETYPE CLASSLENGTHLENGTHSTANDARDBEVELDESCRIPTION & INSTRUCTIONSPIPEBOX Begin @ Headwall 00+05.3300+53.336 EA18 "T&G348.00 '48.00 '8.00 ' 00+53.3300+59.331 EA18 "T&G36.00 '54.00 '6.00 ' 00+59.3300+63.331 EA18 "T&G34.00 '58.00 '4.00 ' End @ Inlet 1/25/2012 - Page 2 of 2 Cypress Waters Phase 1 SHOP DRAWING TRANSMITTAL SD-039 CYPRESS WATERSWATER MAIN, PUMP STATION, LIFT STATION AND FORCE MAIN TO:Kimley-Horn Associated, Inc.FROM:GRACON CONSTRUCTION, INC. 127000 Park Central Drive, Suite 1800P.O. BOX 360039 Dallas, TX 75251DALLAS, TEXAS 75336-0039 Pump Station ATTN:Marty ParisSPECIFICATION SECTION: Plan Sh.C-111 Detail 1 DATE 1-23-12DATE PREPARED:REVIEWED: NO. COPIESDESCRIPTIONSupplierACTION TAKEN 1 8” StrainerBadger Meter COMMENTS/ NOTES ABOUT SUBMITTAL For Approval. ENGINEER:CONTRACTOR: Ù®»¹ Ù®¿ª» SHOP DRAWING COVER SHEET ( ATTACHED TO ALL SHOP DRAWINGS & SUBMITTALS) (USED FOR REVIEW STAMP & COMMENTS) CYPRESS WATERS - PHASE 1 TIF WATER MAIN, PUMP STATION, LIFT STAITION & FORCE MAIN Monday, January 23, 2012 TRANSMITTAL NO.039DATE: SPEC. Pump Station SECTION:Plan Sh. C-111 Detail 1 DESCRIPTION: Strainer Supplier:Badger Meter GRACON REVIEW STAMPKIMLEY-HORN STAMP SD-039 Contractor has checked these shop drawings for compliance in accordance with the contractplans & specifications. Gracon Construction, Inc. ________________ Date __1-23-12____ GRACON COMMENTS KIMLEY-HORN COMMENTS è×ÙÔÎÓÙÛÐ ïÍØ×Ðïðïé éÓÂ×É ÛÎØ ìÐÛÈ×éÈÊÛÓÎ×ÊÉ úÊÓ×Ö öÛÚÊÓÙÛÈ×ØéÈ××Ð ø÷éùêóìèóíî é÷êæóù÷ê÷ùíïï÷îøûèóíîøÇÛÐÖÐÛÎÕ×ÌÐÛÈ×ÉÈÊÛÓÎ×ÊÉÛÊ× Ê×ÙÍÏÏ×ÎØ×ØÖÍÊê×ÙÍÊØÛÐÐÈÇÊÚÍÏ×È×ÊÉùÍÏÌÛÙÈÐÃØ×ÉÓÕÎ×ØÈÍ ÙÍÎÉ×ÊÆ×ÉÌÛÙ× ÛÎØ ÉÓÂ×É×ÖÖ×ÙÈÓÆ×ÐÃÉÈÊÛÓÎ ÖÍÊ×ÓÕÎÏÛÈÈ×ÊÖÊÍÏÌÓÌ×ÐÓÎ×ÉÈÍÌÊÍÈ×ÙÈÛÎØ×ÄÈ×ÎØÈÔ×É×ÊÆÓÙ×ÐÓÖ×ÍÖ ÅÛÈ×ÊÏ×È×ÊÉ ö÷ûèçê÷éöÛÚÊÓÙÛÈ×ØÉÈ××ÐÌÐÛÈ×ÉÈÊÛÓÎ×ÊÉ×ÄÙ××ØûååûÉÈÛÎ ØÛÊØÉÅÓÈÔÛÎ×ÖÖ×ÙÈÓÆ×ÉÙÊ××ÎÓÎÕÛÊ×ÛÈÍÏÓÎÓÏÓÂ×ÖÐÍÅÊ×ÉÈÊÓÙÈÓÍÎÉÛÎØ ÈÇÊÚÇÐ×ÎÙ×ÈÍÏ×È×ÊÉèÔ×ÉÈÊÛÓÎÓÎÕÛÊ×ÛÓÉØÍÇÚÐ×ÈÔ×ÓÎÐ×ÈÈÍÈÇÊÚÍ Ï×È×ÊÙÛÉ×ÉéÈÊÛÓÎ×ÊÉÛÐÉÍÊ×ØÇÙ×ÈÇÊÚÓÎ×ÊÍÈÍÊÚ×ÛÊÓÎÕÐÍÛØÓÎÕÛÎØ Ê×ÉÇÐÈÛÎÈÅ×ÛÊÈÍÏÛÓÎÈÛÓÎÛÎØ×ÄÈ×ÎØÛÙÙÇÊÛÈ×Ï×È×ÊÊ×ÕÓÉÈÊÛÈÓÍÎÚÃ ÏÓÎÓÏÓÂÓÎÕÆ×ÐÍÙÓÈÃÌÊÍÖÓÐ×ØÓÉÈÍÊÈÓÍÎÙÛÇÉ×ØÚÃÙÔÛÎÕ×ÉÓÎÌÓÌ× ØÓÊ×ÙÈÓÍÎÍÊÆÛÐÆÓÎÕöÍÊÛØØ×ØÖÐ×ÄÓÚÓÐÓÈÃÈÔ×É×ÉÈÊÛÓÎ×ÊÉÛÊ×ÙÍÏÌÛÈ ÓÚÐ×ÖÍÊÛÐÐÏÛÑ×ÉÍÖÏ×È×ÊÉèÔ×ÉÙÊ××ÎÓÉÊ×ÏÍÆÛÚÐ×ÈÍÙÐ×ÛÎÈÔ× ÉÈÊÛÓÎ×ÊÓÎÈÔ×É×ÊÆÓÙ×ÐÓÎ× éùê÷÷îéïÛØ×ÍÖÎÍÎÙÍÊÊÍÉÓÆ×ÉÈÛÓÎÐ×ÉÉÉÈ××ÐÈÍ×ÖÖ×ÙÈÓÆ×ÐÃÉÈÊÛÓÎ ÛÐÐÖÍÊ×ÓÕÎÏÛÈÈ×ÊÛÎØÙÛÎÚ××ÛÉÓÐÃÊ×ÏÍÆ×ØÛÎØÙÐ×ÛÎ×ØéÙÊ××Î ÙÍÎÖÓÕÇÊÛÈÓÍÎØÓÊ×ÙÈÉØ×ÚÊÓÉÈÍÈÔ×ÚÍÈÈÍÏÍÖÈÔ×ÉÈÊÛÓÎ×ÊÈÍÏÓÎÓÏÓÂ× ÖÐÍÅÊ×ÉÈÊÓÙÈÓÍÎÛÎØÆ×ÐÍÙÓÈÃÌÊÍÖÓÐ×ØÓÉÈÍÊÈÓÍÎ ùíîéèêçùèóíîèÔ×ÔÍÇÉÓÎÕÛÎØÙÍÆ×ÊÛÊ×ÏÛØ×ÍÖÖÛÚÊÓÙÛÈ×Ø ÉÈ××Ð éì÷ùóöóùûèóíîé ôãøêíéèûèóùûððãè÷éè÷øïûè÷êóûðéôÍÇÉÓÎÕÉÛÊ×Ø× ÉÓÕÎ×ØÛÎØÓÎØÓÆÓØÇÛÐÐÃÈ×ÉÈ×ØÈÍÅÓÈÔÉÈÛÎØ ÌÉÓÏÛÄÓÏÇÏÅÍÊÑÓÎÕ ÌÊ×ÉÉÇÊ× ùÍÎÖÓÕÇÊÛÈÓÍÎ øÇÛÐÊÍÇÎØÖÐÛÎÕ× ùÍÏÌÛÈÓÚÐ×ÈÍÛÎÃûéû ÖÐÛÎÕ× ïÛÄÓÏÇÏåÍÊÑÓÎÕìÊ×ÉÉÇÊ× ÌÉÓ ÚÛÊ éèêûóî÷êô÷ûøðíééüõìï ìóì÷éóâ÷ìéó éÙÊ××ÎûÊ×ÛêÛÈÓÍ ïÓÎÓÏÇÏ ÈÍÊÛÈÓÍÍÖÏ×È×ÊÓÎÐ×È éÙÊ××Î ê×ÏÍÆÛÚÐ×ÓÎÐÓÎ×É×ÊÆÓÙ× éÙÊ××Îì×ÊÖÍÊÛÈÓÍÎÉ ÔÍÐ×É ÔÍÐ×É ê×ÙÍÏÏ×ÎØ×ØûÌÌÐÓÙÛÈÓÍÎÉ ê×ÙÍÊØÛÐÐèÇÊÚÍÏ×È×ÊÉÛÎØ ÍÈÔ×ÊÏÛÑ×ÉÍÖÏ×È×ÊÉ ìÊÍÈ×ÙÈÓÍÎ óÎÈ×ÊÎÛÐÛÎØ×ÄÈ×ÊÎÛÐ ÏÓÐÉÍÖ ÖÇÉÓÍÎÚÍÎØ×Ø×ÌÍÄÃÙÍÛÈÓÎÕ øÊÛÓÎìÐÇÕîìèÖÍÊ îìèÖÍÊ îìèÖÍÊ îìèÖÍÊÛÎØ ïûè÷êóûðé éÈÊÛÓÎ×ÊôÍÇÉÓÎÕ öÛÚÊÓÙÛÈ×ØéÈ××Ð ôÍÇÉÓÎÕùÍÆ×Ê öÛÚÊÓÙÛÈ×ØéÈ××Ð ôÍÇÉÓÎÕùÍÆ×ÊõÛÉÑ×È êÇÚÚ×Ê éÈÊÛÓÎ×ÊéÙÊ××Î éÈÛÓÎÐ×ÉÉéÈ××Ð ôÍÇÉÓÎÕúÍÐÈÉ ùÛÊÚÍÎéÈ××ÐâÓÎÙìÐÛÈ×Ø ìéè úÛØÕ×Êï×È×ÊóÎÙ øóï÷îéóíîéöðûîõ÷ì×Êûååûù ùÐÛÉÉø îíïóîûðîí éèêûóî÷êéóâ÷ûúùúíðèïíçîèóîõúíðèî÷èå÷óõôè èãì÷óîùô÷éùóêùð÷ôíð÷ééóâ÷Ðúé ÐÚÉ ÏÏ ÏÏ ÏÏ ÏÏ ÏÏ ÏÏñÕ ÐÚÉ øÇÛÐêÍÇÎØ ÏÏ ÏÏ ÏÏ ÏÏ ÏÏ ÏÏ ñÕ ÐÚÉ öÐÛÎÕ× ÏÏ ÏÏ ÏÏÏÏ ÏÏ ÏÏ ñÕ ÐÚÉ ÏÏÏÏÏÏÏÏ ÏÏ ÏÏ ñÕ ÐÚÉ ÏÏÏÏÏÏÏÏ ÏÏ ÏÏ ñÕ úù û øêûóîìðçõ öðíåêûè÷æéìê÷ééçê÷ðíéé øçûðêíçîøöðûîõ÷ öðíåêûè÷æéìê÷ééçê÷ðíéé öðíåêûè÷æéìê÷ééçê÷ðíéé ê×ÙÍÊØÛÐÐÓÉÛÊ×ÕÓÉÈ×Ê×ØÈÊÛØ×ÏÛÊÑÍÖúÛØÕ×Êï×È×ÊóÎÙ øÇ×ÈÍÙÍÎÈÓÎÇÍÇÉÊ×É×ÛÊÙÔÌÊÍØÇÙÈÓÏÌÊÍÆ×Ï×ÎÈÉÛÎØ×ÎÔÛÎÙ×Ï×ÎÈÉ úÛØÕ×Êï×È×ÊÊ×É×ÊÆ×ÉÈÔ×ÊÓÕÔÈÈÍÙÔÛÎÕ×ÌÊÍØÇÙÈÍÊÉÃÉÈ×ÏÉÌ×ÙÓÖÓÙÛÈÓÍÎÉ ÅÓÈÔÍÇÈÎÍÈÓÙ××ÄÙ×ÌÈÈÍÈÔ××ÄÈ×ÎÈÛÎÍÇÈÉÈÛÎØÓÎÕÙÍÎÈÊÛÙÈÇÛÐÍÚÐÓÕÛÈÓÍÎ×ÄÓÉÈÉ ìÐ×ÛÉ×É××ÍÇÊÅ×ÚÉÓÈ×ÛÈ ÅÅÅÚÛØÕ×ÊÏ×È×ÊÙÍÏ úÛØÕ×Êï×È×ÊóÎÙ ÖÍÊÉÌ×ÙÓÖÓÙÙÍÎÈÛÙÈÉ ìíúÍÄ ïÓÐÅÛÇÑ××åó öÛÄ ÅÅÅÚÛØÕ×ÊÏ×È×ÊÙÍÏ ùÍÌÃÊÓÕÔÈúÛØÕ×Êï×È×ÊóÎÙ ûÐÐÊÓÕÔÈÉÊ×É×ÊÆ×Ø