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HomeMy WebLinkAboutzW-3721Set(0 N O O M T 7 W F- Vi w w Z Q W W Y J PORTION OF GOVERNMENT LOT 1, SECTION 32, TOWNSHIP 24 N, RANGE 5 EAST, W\\. //M. (, x TEMPORARY 2' GALVANIZED PIPE AND 2' GATE VALVE FINISHED GRADE E "I' IAY ^�����`�� -.I... _` A I � INSTALL 2' PLUG ON TOP BLIND FLANGE 3 FT MIN. COVER (10 —INCH DIAMETER AND UNDER) AFTER REMOVAL OF POLYPIG 4 FT MIN. COVER (12 —INCH DIAMETER AND OVER) NEW WATER MAIN POLYPIG QA VERTICAL CR❑SS FOR P❑LYPIGGING STATI ❑NI SIZE OF VERTICAL CROSS SHALL BE THE SAME AS SIZE OF MAIN LINE VERTICAL CROSS (MJ X FL) ONE BLIND FLANGE ON TOP OF CROSS WITH 2' TAP & 2' TEMPORARY BLOW -OFF ASSEMBLY (REMOVE BLOW -OFF ASSEMBLY AND INSTALL 2' PLUG AFTER REMOVAL OF CLEANING 'POLY -PIG') ONE BLIND FLANGE ON BOTTOM OF CROSS ONE PLUG (MJ) ON END OF CROSS CONCRETE BLOCKING ALL DEBRIS AND POLYPIGS SHALL BE REMOVED FROM SUMP OF VERTICAL CROSS BEFORE DISINFECTION OF NEW WATER MAIN WATER MAIN POLYPIGGING STATION VERTICAL CROSS FOR POLYPIGGING F 1 d PER DETAILS LEFT NORTy � A o °am ,St S ®� R ai l�P c i CONNECTION AND TRAFFIC CONTROL WITH CITY INSPECTOR. OFF) OFF) TEMP. BLOCK/ TEMP. CONNECTION (LAKE WASH. BLVD. NORTH) FINAL CONNECTION (LAKE WASH. BLVD. NORTH) OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 z PHONE: 425- 260 -3412 oPO� PFO2780 CONTACT: DARRELL OFFE, P.E. sJpNAL 03/18/2014 N0. f , a. / 1 40 - -STA.- 22�--7Cr.0 -rt4 �'/ •' i 34 LF 8-' D-.I. 48 WV-` BOT -FOkk- =49:__ ;ir- . " {� �.. _ STA. 20 +47.0 6.8'� T= F173E}�YDRANT'ASSFIMBY 1 1 ❑ \\ 1 -8 11 -1 4' B MJxMJ ' "- `, 11- CONCRETE BLOCK i I, •��/ 1 -8" CONCRETE OCK ,1 10 __ 11 STAAIR3VAC ASS[ •�' '/ ='''��- �'�09-LF. ID.I. WM 'i �. ❑ I PER CITY STAND, 1 1 1 109 L.F. 8" D.I. AM I � - w DWG. 340.3 _- - [)WG. 340. 22 +0�_ — _,_ _ T- W TF ~ r!r - 'sc ;f:7• \� BOX 1 % '.�:` .:vim rC.. ,_1, *`d "+• r .A:y...:_ .. TRAFFIC BEA ING STA. BOTTOM OF F E =41.32 ------ - I / 21 +68.7 5.6' LT. 1 1 W TRAFFIC BEARING 1 I 1 -8 "X6" TE JxF5L , 1 -81 11-1/4- BEND MJx J 1 1 —FIRE HYD / ASSEMBY I / 1 -8" �ONCRETE BLOCK 'i '1 BOX 8F LIQ 11 1 - CONCRET CK Il iJ t � Vi I ® 11 it 1 'I I 11 -__ l I I CI> 1 1 1 I I 1 I I 1 l 11 I 1 1 1 1 .1 1 - ! 111 lil 'I It _ (� AV so At Aia a _5 tog or at At gas Is a ft �� I\ ANY WATER METER BOX LOCATED WITHIN DRIVEWAY SHALL HAVE TRAFFIC BEARING BOX & LID aumrx EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND UTILIITES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON, THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG, 1- 800 - 424 -5555 ECTION 7% 40 \ 1< I 11 I _ I - \ I` W- 372101 ALL WATER SERVICES SHALL BE 1" SERVICE LINES. A 1" PRESSURE REDUCING VALVE (PRV) IS REQUIRED WeSTREAM (HOUSE SIDE) OF EACH WATER METER DUE TO WATER SUPPLY PRESSURE OVER 80 PSI. ..........:.........._... J3.............. :............ .._..._....... ...:...._._. ......... : ......... ...._...... .. ..... ........_.. - ........... - ..\- 2-:.. PLRM ..BLUW..OFY.....M.:I._......... SCALE Y g 0 - 0 15 30 60 36" COVER MIN. HYDRANT TEE 1" :AIR VAC ASSEMBLY .40.00.:........._._ : ....... ..:..............._............ ... ........... _...........111 4' BEND..:.............. - ........... - ........... - .......... 40.00..... 1 inch = 30 feet 37LF., 8° D.I. WM :HYDRANT TEE INSTALL WATER MAIN SD ' •[� rn Jnr nncLTr n ulnu onlnlY Kbl RECOMMENDED FOR APPROVAL By. /SAN / 6k * Dater L4 ) By, (� �w.ew,..,,� Date', % By. Dater By. Date. SURVEYED SCALE X01""D'�'1p°' Chi CITY OF LAKE WASHINGTON VIEW ESTATES D.L. OFFE, P.E. ru RENTON GREG FAWCETT D.L. OFFS, P.E. II DATUM WATER PLAN & PROFILE PER CITY COMMENTS DATED 7/30/2013 DLO amaze ♦rte Planning /Building /Public Works Dept. s xor arE w. REVISION BY DATE APPR v\1- wr� 12/10/2012 mmox ©fu©© 'i �y x U c0i 1 �o N o� WM "N n I� (0 IN Q (O r WATER 1. 2. 3. 4. GENERAL NOTES 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 SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE LIMITED TO 8:30 AM TO 3:30 PM 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. 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 U) pA�g a T» DM EMe PRE - CONSTRUCTION MEETING. LLJ I 22 -, „ -, /. eM s c iY u 1T ,e• m• � 5. ALL WATER MAIN PIPE TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AWWA C110 Q I em ,°151y0�p McFD aseD AND C111 OR LATEST REVISION, THICKNESS CLASS 52. CEMENT MORTAR LINING AND SEAL co e, ro a,2eD qaaD 141W 2uy�SDp a4.e2o aoa �4lggayepD 1M'/M COATING SHALL CONFORM TO AWWA C104 OR LATEST REVISION. PIPE JOINTS TO BE PUSH -ON WTA 4xa°0°oD OR MECHANICAL JOINT. BEDDING TO BE CLASS C. ALL DUCTILE IRON PIPE AND FITTINGS SHALL W +D.a°D BE POLYETHYLENE WRAPPED PER ANSI /AWWA C105/A21.5 -93 STANDARDS. I LI 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 W DIAMETER AND HAVE MECHANICAL JOINTS, THE FITTINGS SHALL BE IN ACCORDANCE WITH EITHER INCH N R ANSI/AWWA 1 OH /FLANGED 9 FITTINGS WHICH AVE MECHANICAL JOINTS AND/OR JOINTS SHALL BE IN ACCORDANCE Z 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 O JOINT(S), MAY BE IN ACCORDANCE WITH ANSI /AWWA C153/A21.53 -94 AND THAT PORTION OF THE FITTING WITH FLANGED JOINTS) SHALL BE IN ACCORDANCE WITH ANSI /AWWA C110/A21.10 -87. 'R ACCEPTANCE TESTING IN ACCORDANCE WITH SECTION 53.53 OF ANSI /AWWA C153/A21.53 -94 OR v WITH SECTION 10 -4.3 OF ANSI /AWWA C110/A21.10 -87 SHALL BE OBTAINED BY THE CONTRACTOR Z 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 RESILIENT 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 W (OPENING AGAINST PRESSURE) CONFORMING TO AWWA C- 502 -85 WITH A 6 INCH MECHANICAL Y JOINT INLET AND A MAIN VALVE OPENING (M.V.O.) OF 5 -1/4 INCHES, TWO 2 -1/2 INCH HOSE Q NOZZLES WITH NATIONAL STANDARD THREADS 7 -1/2 THREADS PER INCH AND ONE 4 INCH J 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 FITED 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 WD. 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 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 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 ACCOMPLISHED BY A REPRESENTATVE 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 -3412 CONTACT: DARRELL OFFE, P.E. CW°1EIE RIMING VVNG %i°C K A 0MF8K Tne rrnt m .weem m Ii l m maid xanmlal Mae. 1. mM ao] nW ae m a. eb�pq M ae W. iM meaWe of ai,Y eseele qu9 ae pn1 M a Wma fly,. 1. Tn. ms n ewa. e rt a meoem .KKn m rt M. a" u°w,,,.1m aPOtn°�ae N Tmui°atle °♦"eru.PUar.° MFy Ima a ae cY m No.n q TMa 2 n 3>aNYG 1. 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F Fantle Sb pA�g a T» DM EMe W BaW 46' Bne I 22 -, „ -, /. eM s c iY u 1T ,e• m• � sm � aso 2m zoo mD � 2+zo ,Si61°m a1MD aaw 4490 eaaoD ezpD 1a�e62 xo6o 44�DDD exfim e4.am n� ��apwpp 2el.VA I em ,°151y0�p McFD aseD wro fttN,,I +a2GG +AOI nwD a 21 sm co e, ro a,2eD qaaD 141W 2uy�SDp a4.e2o aoa �4lggayepD 1M'/M � WTA AB£2 TM vM1 EarBn lo'.te aM, F IM fWMq m!M ae M AemnM Mm6 M,a, 1M aqq a m.� a.� ae p4e W saR e.uM Igoe �trye ro n•nr F t� �� MIW IfK46 S{M yyRpa���ee sma LGaa sa5ei0,e a°mie oa°aM..l c..we.a an a.r 4xa°0°oD Ilya sm. +D.a°D LL � w dtl Mtl w ob m' im�d �I °murk w aye e�Iaa.n.n .Ia e%.1 a .,Rm.n .°m�ivlrtym anam (MIN MIN MIN MIN 1' MIN CAP & 6.5' MIN. ?' 1' 1' 2.5' 1' N 1' 1, MIN IMI MIN MI 2" CLASS 'B'-/ FACE OF CURB OR EDGE OF PAVEMENT 45 KENO TEE ACP CLASS 'E' OR _ 2" CLASS '8' ,^ 6" CRUSHED a2" TO 6" SURFACING TOP COURSE i CLASS 'E' CENTER LINE OR 11-1/4 90 BEND OR LANE LINE CRUSHED ROCK, CLASS 'B' FLOWABRLE FILL FIGURE 1 O AS REQUIRED BY ENGINEER SE APMAA !ftJMMMI) RAX XO. M a°a91° TYPICAL PATCH FOR FLEXIBLE PAVEMENT 6.5 MIN. WHEN PERPENDICULAR TO 2" DEPTH OF ROADWAY CENTERLINE GRIND OR SAWCUT AND REMOVE ADOPTED CQT 01 �liON 91AIm1® 1 I9T 1L1'@ 142/88 /96 • SEE DWG# HR -05 FOR MINIMUM STANDARDS DATE REVISION DWG. NAME: HR -23 SP PAGE: H032A BY PR (41 TYPICAL PATCH FOR FLEXIBLE PAVEMENT TE BLOCKING SIZING PROCE 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. a 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. 27460 NO. REVISION W- 312102 N.T.S. RECOMMENDED FOR APPROVAL By: Date: By: Date: By: Date: By: Date: A A PLAN VIEW �3 VALVE 80X UD WITH EARS " IN IN DIRECTION OF WATER T SQUARE 38 MIN. MAIN AND WORD "WATER" OPERATING NUT VADTH CAST INTO IT WHITE POST SEE DETAIL 82- 1/8 MIN. THICKNESS 24 2 PIECE CAST IRON VALVE I BOX, RICH - SEATTLE TYPE t° STEEL 1 OR OLYMPIC FOUNDARY LENGTH AS REQUIRED 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. VALVE MARKER NOTES: VALVE MARKERS SHALL BE EQUAL TO CARSONITE UTIUTY MARKER VALVE MARKER POST TO BE USED FOR ALL VALVE OPERATING NUT EXTENSION MAIN UNE VALVES OUTSIDE PAVED AREAS AND VALVE MARKER POET u m ii Y a W IE DATE R ON VE OPERATING NUT EX_ AND VALVE MARKER POST ADOPTED 1m v Teeeea IIItiJIIMJII) •�♦ JIM w® M 1m aLS ,z/ae DWG. NAME: BR46 SP PAGE: 8090 ZVEYED SCALE &L >Z CITY OF LAKE WASHINGTON VIEW ESTATES IIMPLM.M: OFFE, P.E. RENTON GREG FAWCETT OFFS, P.E. alRacl DATUM WATER DETAILS & NOTES AT I Planning /Building /Public Works Dept. F NJf ME alal YIIE AD]MTMiT c c) li AM 08/15/201 .-_.. 13 - T D by Z G CT ' �o N Nz G1 � W H NhT