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Home My WebLink AboutS-338312FIRE, N%1O%1 F -51.1 0 OR Cbk{PRESSION. TYPE SOCH AS 'k H. �, �; 1UEL11 SUPER ON, RICH 2".., AND WA1tR§U§ 0*09R 0* 8 ,MECHANICAL ZINT 4',11l 'E 6PENIkd, HOSE V r 4t CONNE01ON t TV OP ";SEA PUMPER l i4 o D TH A STOIUA� To " �ADEX 5, OR ;; A - L " bW 1T AIN L ES S 'T %PfA PEIAI I N �T DR" H T T0 N * iS OF A,TK,L�Yi � ) t =V AIVE PA14 A; A Ruq C YOL089; SAFE TY Yfii A, tou M, tRC4EC TIqNjo F ACt� 0 OADWAY 1 AS of C BT FIRE DEPARTMENT. FIRE HYDRANT. EXTENSION TO- BE I -W, TO 20* HIND BACK OF R 12PEqtHIkD BACK OF =A ILK THAT IS CURB ADJACENT.TO TWO -PIECE CAST RON BOX WITH LUG TYPE COVER. EQUAL TO OLYMPIC Foul STANDARD S* TOP SECTION 4.875" x 5" STORZ WTH REDULAR,BASE SECTION ll TO FIT. VALVE NUT EXTENSION AS REQUIRED, (SEE DWO DR46 / PAGE BOOO). MAX 4, MIN 2- RAISED PAVEMEl EROE 88 A8 STIMSONITE, E, 42" MIN BURY CONCRETE BLOCKING MAIN LINE TEE. WITH 6" FLANGE SIDE OUTLET. 6- GATE VA LVE (FL X MJ) AWWA 0-5,09. 6- DUCTILE IRON PIPE CEMENT I ,I! �IENT SEAT CLASS 52 16" 8* x 4* S tyll, -EN , lll 6fjj�, jo"FIT 2�3/4" COR-TENSTEEL TIE RODS, SEE S DETAIL MINIMUM CONCRETE BLOCK UNDER HYDRANT 1/2 YAI ' D WASH AI f Al", E "OT 0 DRAIN N ROCK (3-TO 3/8-) MIN. LN E PLACE 6 mit, POLYETHYLENE E FILM AROUND TOP AND SIDES OF GRAVEL. - FIRE ASSEMBLY -LEVEL ALL GROUND MIN 3' RADIUS LEVEL ALL GROUND IN 3' RADIUS 4.875* x 5" 6 STORZ ONE MAN ROCK 6 O FILL CUT HYDRANT LOCATION, IN CUT OR FILL FIRE HYDRANT ASSEMBLY DETAIL ADOPTED crry OF mmm 4.0 STANDARD Pl"S In DATE: 04/04 10 By ppR DWG. -NAME: 8102 SP PAGE: B102 (9 F�IRESITYDRANT A; �1 q� V� n I IUAL DATUM INAVEft 88 U I CITY Of RENTON BASED ON CITY BENCHMARK # 1160, FOUND ON BRASS BUTTON IMTH PUNCH ON CONCRETE POST MONUMENT DOWN 0.3 FOOT IN A MONUMENT CASE APPROXIMATELY 6 FEET EAST OF THE CONSTRUCTED CENTERLINE OF EAST VALLEY HIGHWAY AT THE NORTHERLY MARGIN OF AN EAST-WEST PIPELINE RIGHT-OF-WAY. ELEVATION = 18.84, SEE SHEET CO.O. - CONVERSION FACTOR FROM NGVD 29 TO NAVD 88 IS +3.56' 23RD STREET. BEARING NORTH 89'51'58" WEST, SEE SHEET C_O._0-.' DNUMENTSIN SW TYPE 'A' BLOCKING FOR 11 1/4' - 22 1/2' 30- VERTICAL BENDS FOR 45' VERTICAL BENDS V.B. V.B. S d L C> us Uj W cn UJ as m cn 6 ix m C:0 Uj m CJ1 LCL5 M w cn C> Uj m I m 14 C.> LIJ 4 300 11 1 4 8 2 5/8" 1.5 U C> rn ate- 11 2.2 - 01 � 2.0 L C> Uj W "C 30 17 2.6 fu " US ,C � =: w. %� 6 _. 4 11 _1_2 5 8 2.0 22 1 2 130 25 2.9- -8 - -330-0 41 3.5 3.1 5 8 2.0 111 1/4 16 -1-5 5 8 2.0 22 12 47 3.6 _0 - 12 0 30 -TO- 4.1 -.374 3 4 7-2w25-0 16 11 1 4 32 _M_ 3.2 r, /A" 2.0 4,0 20" 22 1 2 4.5 1 rL9 3.0 -0-5 30 132 5.1 9.4 1 3 8 1-6w- 11 1 4 70 4.1 7 8 8 3.0 22 1 184 5.7 1 1 8 8 4.0 30 _1-ATTF 275 6.5 1 1 4 1 1 4 f0 N-0 11 4.5 7 8 ;78 3.0 221 /2 2-5 6.1 1 1 1 4 4.0 --'w- - 30 330 6.9 1 3 8 4.5 24 200 128 50 10- 3.5 _22 1 2 320 6.8 1 3/8F" 4.5 130 1 480 7.9 .1 5/8-, 5.51 WATER NOTES & SPECIFICATIONS (I.DEDAR RIVER CORPORATE PARK 1. THESE NOTES SHALL APPEAR FOR PROJECTS FOR THE WATER UTILITY. IS SW 1/•, SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. 2. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBUC WORKS DEPARTMENT AND THE 1996 EDITION OF THE WSDO . T/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND L MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & CITY OF RENTON, KING COUNTY, WASHINGTON SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. TYPE 'B' BLOCKING 2-1/2- FDC 8wxB"x4* TEE FOR 45* VERTICAL BENDS TWO-WAY FREE STANDING CHROME- 3. 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 PUBLIC PLATED FIRE DEPARTMENT CONNECTION WORKS DEPARTMENT Al' (425) 430-7301. THE POUCE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE OF ANY WORK IN THE RIGHT PAINT AS FOR OF WAY. SHACKLE RODS 5" STORZ FITTING ATTACHED TO A 30* TURNDOWN k, CHAT ID PLATECAST BRASS W/1' HIGH 4. 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 4 TURNBUCKLES 48w MAX. LETTERS "AUTO SPRINKLER TO.AVOID DAMAGE OR DISTURBANCE. FOR UTILITY LOCATES CALL 48-HOUR LOCATORS 800-424-55,55. 18* X 1 B" X 8m PRECAST CONC. VAULT W/ 5. AN APPROVED TRAFFIC CONTROL PLAN IS 0 PRECAST REQUIRED TO BE SUBMITTED AT THE PRE-CONSTRUCTION METING. CONC. BLOCK LOCKING CAST IRON COVER NO BASE. 18w MIN 0 GRADE LH20 LOADING WHEN IN PAVING 6. ALL WATERMAIN PIPE IS TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AWWA C110 AND C111 OR LATEST REVISION, THICKNESS CLASS 52. CEMENT MORTAR THREAD 60 LINING AND SEAL COATING SHALL CONFORM TO AWWA C104 OR LATEST REVISION. PIPE L JOINTS TO BE PUSH-ON OR MECHANICAL JOINT. BEDDING TO BE CLASS C. ALL FITTING, EPDXY - COATED TIE-ROD SWING-TYPE DUCTILE IRON PIPE AND FITTINGS SHALL BE POLYETHYLENE WRAPPED PER ANSI AWWA C105/A21.5-93 STANDARDS. q & C NMPS WRAPPED IN POLY GRAVITY OPERATED 7• 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 CEMENT ETH'dNE SHEATH, REGARDLESS IF CHECK VALVE d PIPE IS P V.C. OR D.I. LINING SHALL BE IN ACCORDANCE WITH ANSI/AWWA C104/421/4-90. IF FITTINGS ARE 3 TO 12 INCHES IN DIAMETER AND HAVE MECHANICAL JOINTS, THE FITTINGS SHALL IN <4 ACCORDANCE WITH OTHER ANSI/AWWA C110-A21.10-87 OR ANSI AWWA C153/A21-53-94. THREE (3) INCH TO 12 INCH DIAMETER FITTINGS, WHICH HAVE MECHANICAL 4 4 1 4 JOINTS AND/OR FLANGED JOINTS, SHALJ_ BE IN ACCORDANCE WITH ANSI/AWWA C110 /A21.10.87 OR A COMBINATION OF ANSI/AWWA CIIO/A21.10.87 AND AN < C153/A21.53-94 SUCH THAT THE PORTION OF THE FITTING WITH A MECHANICAL NT(S) MAY BE WITH ANSI/AWWA C153/A21-53-94 AND THAT PORTION OF THE FITTING J01 THRUST 4 PIPE MATERIAL, SIZING, & FITTINGS WITH FLANGED JOINT (S) SHALL BE IN ACCORDANCE NTH AWWA C110/A21.10-87. ACCEPTANCE TESTING IN ACCORDANCE WITH SECTION 53.53 OF ANSI/AWWA SECTION CEMENT BLOCK AS PER PLANS CONC. VALVE 10-4.3 OF ANSI/AWWA C110/A21-10-87 SHALL BE OBTAINED BY THE CONTRACTOR AND TRANSMITTED TO THE OWNER. S CONCRETE 4 SUPPORT, 12- CLASS B 3�40 STRAIGHT BALL DRIP VALVE/ HIGH (MIN) 8- GATE VALES SHALL BE IRON BODY, BRONZED-MOUNTED, DOUBLE DISC WITH BRONZE WEDGING DEVICE AND 0 -RING STUFFING BOX (AWWA C500) OR OF RESIIJENT SEATED N T-TAPPED INTO INVERT OF PIPE TYPE (AWWA C509). VALVES SHALL BE DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE OF 200 PSI. GATE VALVES SHALL BE GLOW LIST 14, MUELLER COMPANY 1-1/?- DRAIN ROCK, NO. A2380 OR M I& H. UNDISTUBED EARTH 12" MIN. DEPTH TYPE 'B' BLOCKING FOR 45' VERTICAL BENDS V.B. S d L V) Uj UJ m r14 V) M __j at =5 S3 C-> m = uc_�' l'- off= 0 U C> rn ate- CD F= ul 6 C > - 01 � Uj C> Uj W "C C:11 6 d C..) fu " US ,C � =: w. %� oz U_ In V) -30-0- 0 4" 45 30 3.1 5 8 2.0 -68--4.1 - T2_3 _0 - 12 50 132 -_1 3 4 2.5 16 478 7.8 1 1 8 4,0 20" 200 - 560 8.2 1 1 4 F-2-4w- _F20- 9.4 1 3 8 4_5 9. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) OR COMPRESSION TYPE (OPENING AGAINST PRESSURE) CONFORMING TO AWWA C-50 -85 WITH A 6 �, 2 N INCH MECHANICAL JOINT INLET AND A MAIN VALVE OPENING M.Y.O. () OF 5-1/4 INCH, TWO 2-1/2 INCH HOSE NOZZLES WITH NATIONAL STANDARD THREADS 7-1/2. THREADS PER INCH AND ONE 4 INCH PUMPER NOZZLE WITH THE NEW SEATTLE PATTERN 6 THREADS PER INCH, 60 DEGREES V. THREADS: OUTSIDE DIAMETER OF MALE THREAD 4.875 AND ROOT DIAMETER 4.6263. HYDRANTS SHALI., HAVE A 1-1/4 INCH PENTAGON OPERATING NUT OPENED BY TURNING COUNTER CLOCKWISE (LEFT), F1 ! s! PARMENT �O�E� FIREm DE C" Oft IN N Imt C T �10 10. THE TWO 2-1/2 INCH HOSE NOZZLES SHALL BE FITTED WITH CAST IRON THREADED CAPS WITH OPERATING NUT OF THE SAME DESIGN AND PROPORTIONS AS THE HYDRANT NOT TO SCALE STEM NUT. CAPS SHALL BE FITTED WITH SUITABLE NEOPRENE GASKETS FOR POSITIVE WATER TIGHTNESS UNDER TEST PRESSURES. 11. THE 4 INCH PUMPER NOZZLE SHALL BE FITTED WITH A STORZ ADAPTER, 4 INCH SEATTLE THREAD X 5 INCH STORZ. STORZ ADAPTER SHALL BE FORGED AND EXTRUDED 6061-T6 ALUMINUM ALLOY, HARDCOAT ANODIZED. THREADED END PORTION SHALL HAVE NO LUGS AND TWO SET SCREWS 180 DEGREES APART. STORZ FACE TO BE Ml NO GASKET TO WEATHER. STORZ CAP TO HAVE SYNTHETIC MOLDED RUBBER GASKET, AND SHALL BE ATTACHED TO HYDRANT ADAPTER WITH 1/8 INCH, COATED, STAINLESS STEEI, AIRCRAFT CABLE. E 12. FIRE HYDRANTS, SHALL BE PAINTED WITH TWO COATS OF PAINT. PRESERVATIVE PAINT. NUMBER 43-655 SAFETY YELLOW OR APPROVED EQUAL 13. PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY. 14. FIRE HYDRANTS SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAIL FOR FIRE HYDRANTS, LATEST REVISION, 15. ALL WATERMAINS 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM rnwo OF -za INCHES BELOW rINIZ)" UKADE. ALL BE AT A 33 THRUST BLOC XING MINIMUM OF 48 INCHES BELOW FINISH GRADE. WHERE UTILITY CONFLICTS OCCUR, WATERMAINS ARE TO BE LOWERED TO CLEARWATERMAIN 12 INCHES AND LARGER SHALL . IN 16. ALL WATERMAINS 6 INCHES AND LARGER IN DIAMETER SHALL BE CLEANED WITH PIPE CLEANING *PIGS* PRIOR TO DISINFECTION. THE "POLY PIGS" SHALL BE RARD N.T,S. INDUSTRIES AQUA SWAB-AS OR APPROVED EQUAL, 2 LB/CU. FT. DENSITY FOAM WITH 90A DUROMETER URETHANE RUBBER COATING ON GI THE REAR OF *PIG* ONLY. 17. "PIGS" SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE CONTRACTOR WILL PERFORM THE CLEANING OPERATION 11 00*41 POW T AT Ti FINISH GRAM 0" dim ED Of THg Tm., w son WIPER 7UMNS 11114 IN EP 041411 V LAP DPW To crlsnW. Z_ ASS" Zrrzt 4 � w. &IN, TV 2 wiff, AVOLE ft,#a V4 AW! DR ISOM"& M/�-, `F1,64-to, WONA. 5 1 W, ;A& 001(reffij- ) I" Ax ro, R 0' 1`100&m.4-11) OR AV WIDONAtq j6TOjO ANOLE VAkw ANO - sHALL ge Oft 01 N07Ei VIAM at "ITAtteo OR A�A DRILL T "6 I& N % 40,ll DEMO {AiJTi}1AAVT 61F NO €E: THE'Cl Or TK OME W-At CC Xll LFAM k' fRftW UltOtRWOR, Ff"l oil m Tw gin SPA"Im API s" Tilt NJT To Inal AOAJNST THE OPEN 14M or woqE Itim D%E RIO, 3/4' 4, 1' WATER SERVM ADOPMD mr an" SWAIM*" 11tL10 Ij" awkx"'.534 DkV% WOE, B106 3P pArf. 01 od 18. 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 QUAN11TY OF WATER LOST FROM THE MAIN SHALL NOT EXCEED THE NUMBER OF GALLONS PER HOUR AS LISTED IN CITY OF PERIMETERS OI�,MINjj#UM_?rR.A"CES RENTON STANDARD PLANS & SPECIFICATIONS 7-11.3(11). THE LOSS IN PRESSURE SHALL NOT EXCEED 5 PSI DURING THE 2 HOUR TEST PERIOD. IlA 2 INCH 6 TEIIN SAY. 19. ALL WATERMAINS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A 50 PPM (MINIMUM CONCENTRATION) CHLORINE/WATER SOLUTION. DRY CALCIUM HYPOCHLORITE SHALI NOT BE PLACED IN THE PIPE AS LAID. CHLORINE SHALL BE METERED/INJECTED IN ACCORDANCE TI STANDARD SPECIFICATIONS REFERENCED ABOVE. WITH SECTION 7-11.3(12)E OR 7-11.3(12)F OF THE 20. A PRE-CONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM OF FIVE (5) WORKING DAYS NOTICE IS REQUIRED FOR @ SCHEDULING. tEOIlY A 21. TWENTY-FOUR (24) HOURS NOTICE WILL BE REQUIRED PRIOR TO STARTING NEW CONS UC ON. ,LDIN. b" im, Or OR $LA. TR TI NO., V*t 16 ', CWR,VOCVA-I0j4t ' I . �07 - I 46t-OANRARYS 22. IT SHALL BE THE CONTRACTOR'S RESPONSIBIL.ITY To SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. A 4*0 4W If, MIN 1, 470 'A STORAGE OU. 00 OVA AND PjVs. '10 -E 23. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, UNES 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. • 'IfflT OR PLANS OLU SEPARATE.FIttE 'ov'Ril F4 P11 Tf7Q,11A BEEPARATE F7 RE SPRINT( Uzi PERMIT IS REOUI e RED. 24. ALL CONNECTION TO EXISTING MAINS IS TO BE ACCOMPUSHED BY THE CITY OF RENTON, EXCEPT WET TAPS, WHIG MAY BE MADE BY APPROVED WET TAP CONTRACTORS WITH PRIOR APPROVAL FROM THE PUBLIC WORKS D ARTM EP ENT. ALL NECESSARY EXCAVATION AND MATERIALS ARE TO BE SUPPUED BY, THE CONTRACTOR AND BE ON-SITE PRIOR TO CITY NOTIFICATIONS. 25. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON. IT SHALL BE THE CONTRACTOR'S RESPONSIBIUTY TO NOTIFY DEVELOPMENT SERVICES q MJ x Fill VA NG MANI ItIl TWENTY FOUR (24) HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. THE CONTRACTOR, AS WELL AS THE ENGINEERS, SHALL KEEP AS-BUILT DRAWINGS. PROPERTY DLASS $.D PE 4:,NOM MINIM N 26. CONTRACTOR TO PROVIDE PILLIGS AND TEMPORARY BLOW-OFF ASSEMBUES FOR TESTING AND PURITY ACCEPTANCE PRIOR TO NAL E-IN. uc AL UUVLK 3w LtINtG VE n TI nTbNc;g RESTRAIN 'TWA 2?1% TIM E4 13' A TZFPA BLM"J)'"144 PER I SWITCH 27. ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS, ETC.) SHALL BE AS MANUFACTURED BY THE STAR MANUFACTURING COMPANY OF COLUMBUS OHIO, OREQUAL,, 01_ k024 ELEVATION MEW OF DMA 90SA! - FL) m 4 RANGED DUCTILE 'RON PIPE SPOOL 6__ x APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT. Ofto All ma ml 11 ON MAIN "HE I HORIZONTAL x ADJUST STEEL PIPE- 8 Or CAL". AP SfA,=�U �rVST > 23 AUK, I tr _A SHAtL BE A Mmll "191. TPLM. ►- W3 FU1 MAXIMUM. INSTALL 3 COMM, 'bk �Akk PIPE TR TS, V, W NDER, ADJUST 28. ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO A MINIMUM DEPTH OF (2)IN ES. OIL E , MAYBE SPADE CUT. ALL SURFACE CONCRETE, 0 A S,U DO", TH TWO CH I z A PAVEMENT, SIDEWALKS, CURB, GUTTERS, AND DRIVEWAY APPROACHES SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO -HES OR REMOVED TO AN EXISTING EXPANSION U�j -AIJO-11ERM T A WITH PER LIEN SE IED . AM STl JOINT. (2) INC "I'L ! 11 PASS Mm SHALL RE .a4 "W" 41� INCH -PASS m Tr I— tm& M*t DISPLACEMENT �k , ' %0K 10 MV MOUNTED WT.* IfIfAwIl OR OUTSIDE allILDING 5 29. 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 ZO GRAVITY CHECK. V&W_ FLANGE 10i� SALL 6W� "A OW. g. BAMMIONLUIL UqTD.9REAX Am,ky caps, ll vATHN POUCY, WITHIN 10 DAYS, CALL FOR SUBGRADE INSPECTION PRIOR TO PLACEMENT OF FINAL PATCH. A PUBLIC FIRE HYDRANT. INSIDE BUILDING INSTALLATION Folt Fo TI MA0D00rVA4M 9'1�EP " 00 %jEl 0 TN SA TI A SP RA 3 INCH AM V"A MR ER 8 i� TWO LY 30. 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 BE MON OF OF `WATER UTILITY DETECTOR DOUBLE CHECK VALVE ASSEMBLY EMMI-M.TVA" CITY INSTALL Bill PLUGS AT ALL TEST COCm UNIMPROVED AREAS, AND SCHEDULE 80 PVC PIPE UNDER IMPROVED AREAS. om OF Fall E RECORD NOTE 01/23/08 VAIL R N pq, . DWG. NAME: B117, SP PAGE: 9 117 THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFO RMA11ON SUBMITTED, IN PART, BY OTHER& MILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, AHBL' IS NOT RESPONSIBLE FOR ITS ACCURACY, OR ERROR OR OMISSIONS WHICH MAY M4 CAL INTERIOR Um D(ft; VIA I lain S'67 A L L A T 10 IN HAVE BEEN INCORPORATED INTO THIS DOCUMENT AS A RESULT. THOSE RELYING is TYRO' ; NOT TO SCALE ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VTR1n1-A-nnM L OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE a 20 ON 9 TER METE & 04'ERV EXPIRES ICE 7/14/0% 4 NOT TO SCALE RECOMMENDED CHECKED FOR COMPLIANCE 0 Civil Engineers TOR APPROVAL CALL TWO BUSINESS RECORD - DRAWING 7 TO, CITY STANDARDS DAYS BEFORE YOU DIG StruduralEngineers WINGS ARE NOT T BY RE SE W WWMM7S INS WOW HAS-IFIN SIGNED qg;jjgNMy IN 4w USED FOR CONSTRUCTION UNLESS BY DATE Landscape kchilects U= =MY �F% "ZIFU DODAOT MILL 1W , M70 ON INS M �=NED BY THE REVIEWING AGENC 0 0`424-5555 DATE W COWCA1014 Alt BY Ill WXAND DESGN5 NNW INS _8kA.S.,M M4lXT,CF Ill IS CommunNymanners IS at E=IFY IM M SURVEYED. Sl DATE PUcT M 0 ML Land Surveyors BRH AS SHOWN < Neighbors RECORD DRAWING C1 TY OF CEDAR RIVER CORPORATE PARK 06/05/07 3j CTH jL23LO8 BaC kA TACOMA- SEATTLE WATER METER LOCATIONS It SERVICE ENTRIES CTH 6L26LO7 ONE 11" RENTON 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253.383.2422 TEL AT ML SCNF DATUM, PME, 9 F WT ONE mm Planning/Building/Public Works Dept. DRAWN( to. Seattle, WA 98101 206.267.2425 TEL NO. REVISION BY DATF APPP _A�PPRUVM. SQ4E Arjmwn*mm v WATI: 1:1AIC 1200 Sixth Avenue, Suite 1620, Sea all NOTES & DETAILS 21 or.. 24 4b ', 0--337307 �-�36301a