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Home My WebLink AboutWTR2703450.14r 4 a a - <1 CAP 22-1/2' BEN 3 TEE 45' 9END 90' BEND THRUST BLOCK BEARING AREA IN SQLARE FEET (SEE NOTES) FOR HORIZONTAL ANC DOVNWARD 1£RTICAL BENDS SOIL FI;W SILT OR F17N SILTY SAVO COMPACT SPND COMPACT SAND & GRAVEL 9Dr 45' HERE 11 1/4' 9D' 45' BEND 11 I'w 9O' 45' BEND 11 1/4' FITTING BEND TEE CAP OR PLUG A 22 -/21' SEND TEE GAP OR PLLG 22 1/2' BEND TEE CAP OR PLUG $ 22 1 f2' BEND BEND BEND 4' 7.0 4.2 4.2 1.7 2.9 2.1 2.1 1.0 2.2 1.6 1.6 1.0 6' 13.3 94 9.4 3_1% 6-7 4-7 4-7 1.9 5-0 3.5 3-5 1_4 8" 23-3 1&7 '53 5.7 11,7 8.4 6.4 3.4 B.6 &3 6.3 2.5 127 50.0 37.E 37.5 150 26.6 10.8 18.8 7.6 20LO 14,0 14.0 6.6 AREAS CALCULATE) ON 3W PSI T-ST FRESSURE. 3'-0" M. OOVER FOR WATERMAIN LESS THAN 12'. 4'-O' MIN. COVER FOR WATERMAIN 12' OR GREATER, MAX. HEIGHT OF TNP.US- BLOCK (FT' = U5 x DEPTH OF TRENCH I MIN. HEIGHT 'OF THRUST SLACK (F- = O.D. PIPE + 1.D' L - 4RIST BLOCK BE. 3 EA. REFERS TO 4CE OF BLOCK 0 IN SQUARE FEET NOTES: _0CA10N AND SIZE CF BLOCKING FOR PIPE LARGER THAN 12"DAVETEP. ANC FCR SOL TYPES JIFERENT THAN SHONN SHALL BE DETERMINED BY THE ENGINEER. 2. ALL ELOCKINO S-4ALL BE POURED IN PLACE AGAINST UNDISTURBED N"VE GROUND. 3. ALL POJRED THRUST BLOCKS SHALL BE BACKFILLED AFTER MIN. 1 DAY. PRESSURE TESTING SHALL OCCUR AFTER CONCRETE HAS REACHED NOMINAL COMPR-_SSVE STRENGTH. 4. ALL ELOCKIN:; 5iALL BE DONGRETE CL 5 5. 30CKING AGANST F-TNOS SHALL BEAR AGAINS- THE GREATEST FITTING SURFACE AREA POSSIBLE, BUT SHALL NOT COVER OR ENCLOSE BELL ENDS, JOINT SCL-S OR GLANCS WASONA3LE ACCESS TO BOLTS AND GLANDS SHALL 8= P20VroED. PUBLIC WORKS CONCRETE BLOCKING FOR Sm. PLAN - =11.8 ' DEPARTMENT HORIZONTAL AND DOWNWARD - VERTICAL BENDS MARCH 2O10 TESTING DETAIL NEW D_1. WATE? LINE rf i TAPPING TEE (MJxFL) VERTICAL {RCSS'W NFL_j FOR FOLYPIGGI'TG TAPPING GATE VALVE (FL XMJ) 1-B-IND FLANGE ON TOP WTH 2' TAP AND 2' PLUG TEMPORARY PLUG (MJ) WITH INCH TAP 1-91_IVD FLANGE ON BOTTOM AND 2-I14CH BLOW -OFF ASSEMBLY 1-P-UG(MJ) WTH 2"TAP k 2' BLOW -OFF CONCRETE BLOCKING TEUPOPAP.Y BLOCK FINAL CONNECTION DETAIL NEW D. _ WATER LINE +AFTER AL_ CLEANING BY POL"FIG, PRESSI.RE TESTING AND DISIKF-CTION, REMOVE TEMPORA" ROCK A, RLn.V OFF AND COINf4EGT TO VALVE WTH D.I. 5LEEVE (MJ) 8c D.I. SPOOL5 FINAL CONNECTION BY CITY FOP.CES N DTEs: 1_ T_APFING _EES SHALL BE MADE OF CAST IRON, DUCTILE IRON DR EPDXY-DOATED STEEL BOLTS AND NUTS SHAL BE CDR -TEN. ALL TEES AN) VALVES SHALL BE WATER TESTED BEFORE TAP 2, NO SIZE ON SIZE TAPS ON CAST-IRON WATER LINES. TAF SHALL BE AT LEAST SMALLER DIAMETER THAN THE EXISTING MAIM. 3. NO (MET TA' qJ ASBESTOS CEMENT LINE OR STEEL JUE 4. VIET-TAPING OF EXISTING CITY OF RENTON WATER MAINS WILL 3E DOME BY SPEER TAP OR SUPERIOR TAPPING INC. 5. CONTRACTOR SHALL POTHOLE AND VERIFY THE HORIZONTAL AND 'VERTICAL ALIGNMENT OF EXISTING LINE OR STUB AND SHALL START LAYING THE NEW LINE AT TH= SAME HORIZONTAL AND VERTICAL ALIGNMENT OF THE EXIETNG STUB_ fi. CITY FORCES VALL PERFORM THE FINAL CONNECTION FROM THE WATER LINE TO THE TAPPING VALVE WITH D.I. SLEEVE AND D.I. S'OOL. PUBLIC WORKS CONNECTION TO WATER MAIN WITH ,r -- -. DEPARTMENT TAPPING TEE &VALVE I� MARCH 2O10 EXISTING IrATER LINE TESTING DETAIL tB FT PLAN VIEW NEW "WATER LINE VERTICAL CROSS(MJxFLJ FOR POLYPI3GING ONE BLIND FLANGE ad TDP WITH 2'TA' & ?`PLUE ONE BLIND FLANGE ON IIIOTTOM ONE CMJ) PLUG WITH 2' TAP & .3' TEMP7P.ARY ELD'd-OFF TEMPORARY DLDCK CLTAN CBY CITY FORCES) TEE CF_xFL) V•'/ CONE. 3LOCK 3- GATE VALVES (FLKKJ) 2- SOLID SLEEVES (4J) EIR RD-MAC COUPLINGS 1- PLU5 C4J) V.12'TAP & TEMP, HLDW-OFF TEM'. BLOCK FER _IN= EXISTING WATER LINE FINAL CONNECTION DETAIL EXISTING HATER LINE t ; PUBLIC WORKS DEPARTMENT - AFTER ALL TESTING, CLEANING BY POLYPIG, AND DISIN-ECTIDN, REMOVE TEPP BLOCK & BLOW -OFF & CONNECT WITH SLEEVE (NJ, & D.I, SPOOLS FINAL CONVECTION BY CITY FORCES CONNECTION TO WATER MAIN CUT IN -LINE TEE 8L THREE VALVES STD. PLAN - 300.4 MARCH 2O10 E' OPEN PATTERN, RETURN BEND - 180' 2" GALVANIZED IRON PIPE FIELD JJJf LO:.ATE 2" SO" ELBOW CLT OPENING AS REQU RED, AFTER, INSTALLATION, 09OUT AROUND PIPE. 2" BEEHIVE STRAINER 2" UNION ,r- SHORE- NIPPLE 2" CL05E NIPPLE 2 x2' t2 TEE 1 f / ! ff�2" UYIOV 17"xW0 PLASTIC METER BCX EQUAL TO MO STATES PLASTIC, BGF SERIES 1730-18 VII-H 2` THICK DUCTILE IRON DIAMOND PLATE 18'x31" MSCBC 1730R 2- BRONZE GATE VALVE. SCP.EVkD EQUAL l TO RED-WHTE VALVE 00RP. FlC '40. 2B0 2' RESILIENT SEAT GATE VALVE WITH %'I r -"i.•••_� - THREAOED ENOS 2" SO" BENDS J - �2-2" BRASS 50' BENDS %MTH CLOSE NIPPLE EETNEEKI SENDS 2" GALVANIZ n IRON PIPE TO FIT -�- CLOSE -2" MIN. o Ta ° o }o a°o 2N OORPORATI3N STOP 90' BEND, / a I.P. THREAD TO COPPER, EQUAL TO FORD F3 500, 2" TYPE K SOFT r/rt �I COPPER TURING TO FITS r DOUDLE STRAP SERVICE CLAMP WITH f fJ r PS _AP TO TT, EQUIA_ TO MUELLER CC_ 27 GO' ELBOW L DOUDLE STRAP SERVCE CL4rAP WITH 2" WASHED GRAVEL, PASSIN•_ 1 / IPS TAP TO FIT, EQUAL TO MUELLER CO. 1-1/2" AND RETAINED ON LAIR AND VP.CUUM VALVE 2" ASSEUBLY 1/4" MESH -OR 3RAIN APCO NO.1452C 3R EQUAL. iltlm AIR AND VACLLM RELEAS- VALVE ASGEMELY SHA_L BE INS-.ALLED AT HIGHEST POINT OF LINE. IF HIGH POINT FA_LS IN A LOCATION WHERE ASSEMBLY CANNC- BE INSTALLED, PROVIDE ADDITIONAL D-PTH OF LINE TO CREATE A HIGH POINT AT A LOCATION WHERE ASSEMBLY CAN 3- INSTALLED. LOCATE AI', VACUUM DETER BOX OU-SIDE OF TRAFFIC AREAS, IN PLANTING STRIPS, BEHIND CUR13 AND SIDE -WALK. STD. PLAN - 30A PUBLIC WORKS 2' AIR 8L VACUUM RELEASE DEPARTMENT ASSEMBLY MARCH 2O10 00 ja 0 1 SECOND SUBMITTAL o .. 2 THIRD SUBMITTAL M 3 FOURTH SUBMITTAL m n- 4 MYLARS o -. N s CONSTRUCTION SET LJ < W Call 2 Working Days Before You Dlg a if J 1-800-424-5555 rJ 0. w Unities Underground Location Center 2 (ID,MT,ND,OR,WA) REVISION ARE EYDRANT SHALL BE COREY-TYPE EQUAL TO IOWA F-5110 OR COMPRESSIOV TYPE SUCH AS CLOW MEDALLION; u At H 929, WELLER SUPER CENTU?ION 200, AND WATEROUS PACER WITH 6' MECHANICAL JOIN- INLET WITH LUGS. 5-1/4" MAIN VALVE OPENING_ TYPO 2-112' HOSE CONNECTIONS NATIONAL STANDARD THREADS. 4 PUM'EP. CONNECTION CITY OF SEATTLE THREADS WITH A STDRZ ADAPT -DR. 4.075" SEATTLE THREAD X 5" STORZ, ATTACHE] WITH I/a" 5-AIMLESS STEEL CABLE. 1-1/4' PENTAGON OPERATING NUT_ FIRE HYDRANT TO 3E PAINTED WITH TWO COATS OF Ptl NT. KELLY-rA00RE/PRESERVATIVE SAINT Na_ 5780-563 OTM ACRYLICOSS, SAFETY YELLOW OR APPROVED EQUAL PUMPER CON l ti TO FACE ROADWAY OR AS -)IR-CTED BY PENTON FIRE DE T FIRE HYDRANT EXTENSON TO 3E 115ED IF REQUIRED_ s MIN_ 18" TO 20` EEHIND BACK OF CURE OR 12➢ EEHIN❑ BACK CIF 3' SIDEWALK THAT IS ADJACENT TO CURB 4.875" x 5" STiZ WC -PIECE CAST IRON VALVE BOX WITH LUG 5'x5'x6' THICK CONCRETE PAD AROUND .� YPE COVER. EQUAL TO OLYMPIC FOUNDRY CO. HYDRANT. FINISH TO MA CH SIDEWALK. r' STANDARD 8- TOP SECTION WITH REGULAR BASE - "Y,PANSION J'DINT AT / SECTION LENGTH TO FIT. VALVE NUT EXTENSION 2., CK OF SIDEWALK fr% AS R-QUIREC. _ --=TE STDEWALK RAISED PAVEMENT MARKER TYPE 88-A `iTING STRIP STIMSONITE TWO-WAY BLUE REFLECTIVE 36' MIN ggg CONCRETE BLOCKING CONCRETE - MRUST 13LCCK 16" x 5' MINIMUM CONCRETE BEARING BLOC4 UNDE3 HYDRANT 1 �6 Cu T MAIN LINE TEE WI-F 6" F_ANGE SIDE OUTLET. 5" GATE VALVE -FL X MJ) AWWA C-509, RESILIENT SEAT -6" DUCTILE IRJN PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT 1-1 4" CCR-TEN STEEL TIE RODS. 1/2 YARD OF 1-"/4' WASHED DRAIN ROCK F ABOVE BOOT F-ANGE. PLACE 9 MIL POLYETHYLENE FILM AROUND TOP AND SIDES OF GRAVEL FIRE HYDRANT ASSEMBLY LEVEL ALL GROUND LEVEL ALL GROUN❑ MIN 3' RADIUS MIN 3' RADIUS ONE MAN ROCK 1 _ 6 HV 6" CONCRETE PAD /6" CONCRETE PAD FI LL HYDRANT _OCAT ON IN CUT OR FILL PUBLIC WORKS FIRE HYDRANT ASSEMBLY STD- PLAN - 310.1 + DEPARTMENT MARCH 2O10 13'K24' PLASTIC METER.. BOX EQUAL TO MID -STATES PLASTIC, FaC. BCF SERIES MSBCF 1324-18 WTA 1.75' THICK DUCTILE IRON DIAMOND PLATE COVER. EQUAL TO M 0-5TATES PLASTICS, INC. RfSCBC-1324-R WT-I READER _ID AND 2" DRILLED HOLE FOR TCUCHREAD PIT _D (SEE DETAIL A. -A) 9' WIN. 12" MAX FIN SH GRADE f X 3E" MIN COVER F, n 22-1/2' VEW DJCTILE f� / IRON j WATERM AIN V E3Tr PRLrATE PIPING F'1PI9G ? I IN UNIMPROVm RIGHT OF WAY INSTALL METER EON AT J PROPERTY LINE WITH 12" w LONG COPPER TAIL'IECE. w' aI SIDEWALK TOUCHREAD WATER METER TO BE SUPPLIED BY THE 12" z CITY i /- TYPE `K' SOFT o w� f COPPER TJBINJG n f xzz_/ IF SERVICE LINE TO HOUSE S3/4- DR TO BE INSTALLED IN TFE FLIIJRE GALVANIZED INSTALL FORD C14-33 O� 44 FIPT PLUG x DOMPIRESSION COUPLIN3 I f L- LOOD GOWN TO CENTEP.LINE 7� OF 'HATER MAIN TO PR0nA0E SLACK N COPPER COPPERSETTER FOR 5/8"x3/4' METER_ FORDSERVICE LINE TO METER. \P H72-15W-44-33G, OR McDONALD BRASS: 21-215'&CO033, OR MUELLER- 3,/4-8-2470 -2 WITH ANGLE BALL VALVE ON INLET AND SINGLE CHECK VALVE ON OUTLET CORPORATION STOP WITH BALL VALVE. FORD CoppFgSFTMg FOR i' METER, FORD VBH72-15W-44-44G. OR TAPERED THREAD (CC). QUICK JOINT McOONALD BRASS_ 21-415WCQQ44, OR MUELLER: 1-8-2470-2 (3/4" FE1000-3-Q) OR AY MCDONALD 47019 BOTH INLET AND OUTLET WITH QUICK JOINT. PADLOCK WINGS ON (11`E31000-4-Q) OR AY MCDONALD 47016 INLET ANGLE BALL VALVE .AND SINGLE NECK VALVE OWN OUTLET. ALL FITTINGS SHALL BE WITH QUICK JOINT NOTE: .ALL METER BOXES INSTALLED WITHIN CONCRETE OR PAVED Ofa%EWAYS SHALL BE CAST-IRON EQUAL TO OLYMPIC FOUNDARY'_ EXPANSION JOINTS MUSH BE INSTALLED ON R(ITH CIFIFS •_F MFTFR MY'_ ADRILL 2' DIA_ HOLE FOR AMR (AUTOMATIC METER READ) TOUCHREAD DEVICE 2-1/2' MIN. FROM NEAREST AND FRONT EDGE OF PIT LID F TYPICAL RIB NOTE: Tl-E CENTER OF TiE HO-E MJST 3E AT LEAST 1' FROM UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS THE NUT TO TIGH_TN AGAINST THE OPEN SIDE OF MORE THAN ONE RI3. F PUBLIC WCIRKS 4" AND 1" WATER SERVICE Sm PIS - wol * DEPARTMENT NOVE3MER ZOOS WATER UTILITY NOTES AND SPECIFICATIONS 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON PUBLIC WORKS STANDARD SPECIFICATION AND SPECIAL PROVISIONS AND WSDOT / APWA STANDARD SPECIFICATIONS, LATEST EDITION AS AMENDED BY THE CITY OF RENTON. A SET OF THE CITY APPROVED PLANS SHALL BE KEPT AT THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. A PRE -CONSTRUCTION MEETING SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR AND OR DEVELOPER SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION. 2. ALL EXISTING UTILITIES SHALL REMAIN IN SERVICE DURING CONSTRUCTION UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL CALL 1-800-424-5555 TO VERIFY UTILITY LOCATIONS BEFORE BEGINNING EXCAVATION. 3. ALL MATERIALS USED FOR THE CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS SHALL BE NEW AND UNDAMAGED, AND "CATALOG CUTS" FOR ALL MATERIALS SHALL BE APPROVED IN WRITING BY THE CITY OF RENTON PRIOR TO BRINGING ANY MATERIALS ON -SITE. 4. ALL WATER MAIN PIPE MATERIALS SHALL BE CEMENT LINED DUCTILE IRON PIPE, THICKNESS CLASS 52 PER AWWA C 151 AND C104. PIPE JOINTS SHALL BE PUSH -ON OR MECHANICAL JOINT. CAST IRON OR DUCTILE IRON PIPE FITTINGS SHALL BE CLASS 250 AS PER ANSI/AWWA C110/A21.10-82. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE WRAPPED WITH 8-MILL BLACK, TUBE -TYPE, POLYETHYLENE PLASTIC PER AWWA C105 STANDARDS. 5. MINIMUM COVER FROM TOP OF WATER MAINS TO FINISHED GRADE SHALL BE 36 INCHES FOR PIPE DIAMETER OF 10-INCH OR LESS AND 48 INCHES OF PIPE DIAMETER OF 12-INCH AND LARGER. MAXIMUM COVER FOR ALL WATER MAINS SHALL BE 60 INCHES. ANY DEVIATION MUST BE APPROVED BY THE CITY OF RENTON PRIOR TO CONSTRUCTION. WHERE UTILITY CONFLICTS OCCUR, THE PROFILE OF THE WATER MAIN SHALL BE ADJUSTED AS NECESSARY TO CLEAR CONFLICTS AND TO PROVIDE MINIMUM COVER. PIPE DEFLECTION SHALL NOT EXCEED ONE-HALF OF PIPE3 MANUFACTURER'S SPECIFICATION FOR SIZE OF PIPE USED. ALL TRENCH BACKFILL SHALL BE COMPACTED TO 95 PERCENT MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR TEST METHOD (MDD) IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PRISM AND DRIVEWAYS, AND 85 PERCENT MDD IN UNPAVED AREAS. ALL PIPE ZONE COMPACTION SHALL BE 95 MDD. 6. CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNED, INSTALLED AND POURED IN PLACE IN ACCORDANCE WITH THE CITY OF RENTON STANDARD DETAILS AND SPECIFICATIONS AND SHALL BE INSTALLED AT ALL VERTICAL AND HORIZONTAL BENDS, FITTINGS AND BAS OF HYDRANTS. MEGA -LUGS (OR SIMILAR PRODUCT)MAY BE REQUIRED ON ALL MECHANICAL JOINTS IN ADDITION TO CONCRETE BLOCKING. 7. ALL NEW WATER MAIN PIPES AND FITTINGS SHALL HAVE A FOAM PIPE PIG RUN THROUGH THEM PRIOR TO BEING FLUSHED, DISINFECTED, AND TESTED. CLEANING, PRESSURE AND PURITY TESTING SHALL BE DONE IN THE PRESENCE OF AND UNDER THE SUPERVISION OF A CITY OF RENTON UTILITY INSPECTOR. THE CONTRACTOR SHALL SUPPLY, INSTALL AND REMOVE PLUGS, CORPORATION STOPS, BLOW -OFF ASSEMBLIES, AND THRUST RESTRAINT/BLOCKING FOR TESTING AND PURITY ACCEPTANCE. NO CONNECTION SHALL BE MADE BETWEEN THE NEW MAIN OR BETWEEN THE NEW WET -TAP VALVE TO AN EXISTING MAIN UNTIL THE NEW PIPING HAS BEEN FOAM -PIGGED, DISINFECTED, FLUSHED, AND PASSED BOTH PRESSURE AND PURITY TESTING. 8. NEW WATER MAINS INCLUDING SERVICE LATERALS SHALL BE TESTED AT A STATIC PRESSURE OF 150 PSI ABOVE WORKING PRESSURE WITH A MINIMUM OF 225 PSI TEST PRESSURE FOR 120 MINUTES WITH A MAXIMUM OF 5 PSI PRESSURE DROP DURING THE ENTIRE TEST PERIOD. UPON SATISFACTORY COMPLETION OF THE PRESSURE TEST, THE LINE SHALL BE DISINFECTED, FLUSHED AND THE WATER SAMPLES SHALL BE TAKEN FOR PURITY TESTING BY THE PUBLIC WORKS INSPECTOR. 9. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON WATER UTILITY AND MAINTENANCE DEPARTMENTS AT LEAST 10 WORKING DAYS PRIOR TO MAKING CONNECTION TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL EXPOSE THE EXISTING WATER MAIN AND FITTINGS AT THE CONNECTION POINT BEFORE ORDERING THE NECESSARY ADAPTORS AND FITTINGS REQUIRED FOR THE FINAL CONNECTION. THE CONTRACTOR SHALL EXCAVATE, REMOVE ALL SURFACE MATERIALS, AND PROVIDE SHORING AND ALL MATERIALS REQUIRED FOR THE CITY OF RENTON TO PERFORM THE CONNECTION TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL PROVIDE AND INSTALL BACKFILL, CONCRETE BLOCKING, AND COMPLETE SURFACE RESTORATION. ESM 1/31/200 SURVEYED: ESM 10/22/2010 DESIGNED: Nx ESM 12/06/201 ESM 12/22/201 C DRAWN. ESM 02/24/201 CHECKED: BY I DATE I AP P R I APPROVED SCALE: VERTICAL: NAVD 1988 l HORIZONTAL: NAD 1983/1991 ONE INCH DATUM AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 345014 DATE: CITY OF GLADCO DEVELOPMENT, L.L.C. FIELDBOOK: RENTON ROSEWOOD HIGHLANDS PAGE: DRAWING NO - Plan ning/Building/Public Works Dept. WATER DETAILS AND NOTES DT-06 SHEET: OF: 28 31 4 REVISIONS NO. DESCRIPTION DATE BY 1 SECOND SUBMITTAL ESM 01/31/2008 2 THIRD SUBMITTAL 10/22/2010 ESM 3 FOURTH SUBMITTAL ESM 12/06/2010 4 MYLARS 12/22/2010 ESM 5 CONSTRUCTION SET 02/24/2011 ESM 6 AS BUILTS 09/12/2011 ESM 7 AS BUILT MYLARS 10/19/2011 ESM MINNIE 0 Z Q 3 Q U J z J w Z 0 W z o li Q O I cn J J W Q W 0 Q 0LIJ of � O U 3 Q v O Z 0 Z W u- rO r_ U how Q6$C J N \\\%%%%//// o :3J N O'Di O w� L Q cr 0 2 a o uj LV ®W z w O vv C C J J z W Co N C7 �' o o QD +1 0 E z (A N - -0Y3 �' rn 00 ~ 7 Go c'C p �i rn .. :E V CA :3 c))_ -_ 0 C N z c o 0 J0 .% O w Q - LL as 3 ` 3 3 $Y co c W O .o U 0_ L sti j 4 C/ST� S�ONAL 1 JOB NO.: 1352-001-006 DWG. NAME: DT-06 DESIGNED BY: KAO DRAWN BY: CLC CHECKED BY: DATE: 10/19/2011 DATE OF PRINT: DT-06 28 OF 31 SHEETS C/] O � n � r d CA W r'