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HomeMy WebLinkAboutzS-3915Set1' HEATER SERVICE dt WATER METER PER CaR. STD. 320.1 (RIM TO MADE) WITH AA DOUBLE CI*U VALVE ASSEMBLY FOR EACH FIRE SPRINKLER SYSTEM PER C.O.R. SM. 340.8, TYP. B" GATE VALVE (M,ba STA. 2+56', &ISR - Tide M. 8' CAP OW4 W/ *MST BLACK �l TOP MIL 3&30 2' ENS -OFF VALID PER C.O.R. SM. 34a1 I i I I 24• I l / I 4' ORE FENCE r 4' CYCLONE N. W 114 OF 1 . E. 114 OF SECTION 05, T. 23 I ., R. 05 E., I . M. CITY OF RENTON., STATE OF WASHINGTOR' . i ,1. OF a' •a' 7' i M NEW a . �, a i 1 ti a' . , I P;4Y FOR LOT I li . 10 AR -VAC ASSEMBLY FM ...i.- ► �r It C.&R. SM. 3M3 STA. 2+41.64 1 RESnM 144TER Pff JOWM .r } . 161 LF OF D-3054) E :A arX V:•a` i REMIAW MJAM :.f ! I / a' r >v Ir I +r, ..�iM-sir-rts, t.�s�,u44�10 a dwsw.��...�sw. iYrr�nrr�a dI.rtaw.+riM..i11 i���..�i.�rtat=.st�.rt �. tea•„x 1'1 WRO }� + + TW WL 1qP wL.}., W+Ao . ' "2 LF OF.1r. D.I.' CL L40009P.1• 16' PAVED ...... 52 WATER MA9i le ... . ACC 5 �' f+00:00 . 2+pp.DO Tf4CT A . U?Xffy- TOP WL 300.82 . =86 14 LF OF �Ir PVC 299.5 I #, SM .l� EVAE R STUB,Nov& S=2.00% MIN. PER D.R. STD. 400.1 WW-293.3 19 LF OF e PYC STA. 2+25.9' STA. 2+28.7 . 5.76'L RIII=303�89 � SSE 5 �5 �. I STA 1+19.6' I£-29&24 6'(S) 18 LF OF 6" PVC LOT i iE-298.14 s"(E) SIDE S M i II IN1I=?8*a1 STA. 1+MCf I LOT 2 i '� LOT 3 I L APMX LOCATION OF Iw'EWAY FDR LOT 3 1 . 4' CYCLONE f 6' WOOD FENCE FENCE 0.15' J fl.02' S OF It N. OF It 1 6' WOQD CE 0.11' N.F It WALL- 00 LF OF 8' PVC ASTM 1)31134) TOP V& SANIT 279.1 08 px.An E1G (TO BE REM f FLOW-oFF �W p z mE N� CB RI1�Aa281.92 IE 12' ADS: 278.72 WATER METER 0 5 10 20 ii IE 12' AUS: 278.72 ■ GATCH BASIN �-� EXISTING STRIPING " = SCALE 1 ��' PRowE 1.5' OF VERTICAL SEPERAMON BEiVYEEN WATER INfTLTRATIOIV B►ISyN MAIN AND DL SANITARY SEWEi: 0 CLEAN -OUT CB RIM-282.17 CX= RETAINING WALL iE 12' ADS:279.42 STORM DRAIN PIPE TOpP.�1II� ,✓� SdWrAPY SEWER 278. f ! � WA7�I� I�4�VN WATER RESTORAT)DNI IN ACCORDANCE To REC"REMENTS DOUBLE V► X LVE rOJL DETAIL ON SHEET 9)1 PAVEMENT SHALL BE SAWCUT. ■ THRUST BLOCKNWG CONNECT 8" WATER MAIN TO DL 11r D.I. WATER MAIN IN 11CCORDANCE . ;rYy :� •' .. • • TiO aTY OF REN ION REQU110ME1,115 ik PER C.O.R. 51U. 3D0.1 i-16'x8' TAPPING TEE (FL) TOP W 1-8' GATE VALVE (FLx1I 279.07 W/i}IRUST BLOCKING SSMH. STA. w 44', szWL RIM-2MU .a I£-2 22 I a IE-2?5 M (ESL. W) 30 LF OF 6" PC WE SEMIFR STUB, S-2-= MINL (TV) - (SEE NOTE 4) ' SSMH RiM=283.12 NOTES Eq IE a' S:275.32 a' ra 1 ! Y a a f . .-..,... 1-FIRE HYDRANT ASSEMBLY PER T. A BAClfFL4W PREVENTION A55EIaf8L?` {Uot1BLL CHECK VALVE AS5EAIBLk} 15 REQUIRED FOR EACH FIRE 1 c,O.R. STD. 310.1 SPRINKLER SYSTEM INSTALLED ON LOTS I-3 -283 " STA. 0+19.8% 18.3'L 1-B"x8" TEE 2. TI4E EXISTING WATER METER FOR LOT 4 IHL.L BE RELOCATED TO THE NZW PLANTER STRIP BY CITY �) 6 FORCES THE CONTRACTOR SHALL RECONNECT 7W PRLVATI. 5I=RWCE LINE TO n NEW C PER VALiIi: I • : ; i ; .. 'GATE TAILPIECE BEHIND THE METER AND AT THE BACK OF THE NEW SIDEWALK. I e ADAPTOR (RAM I . ' .. 1-6'Ar REDUCER (MJxFL) 3. ALL WATER PIPE ,AYNTS W7141N 20 FEET OF AN IAIRLTRATION BA-9N SHALL BE RESTRAINED WTH �.'..... ... I 1-6" D.I. CL 52 CUT TO LENGTH MEGALUG RESTRAINT HARNESS 5iMES 1700. I .. W/ TIIRI}ST KOWNG 4. EVS77NG SANITARY SIERWCE LOCATION SHALL BE VERIFIED BY TI•iE CONTRACTOR Ov THE FIELD. IF I ... I NECESSARY, THE EX. SANITARY SERVICE FOR LOT 4 SHALL BE RELOCATED TO ALLOW FOR NEW �... - SANITARY SEWER LAIN CONSTRUCTION. CMIRACTOIR SHALL NOTIFY THE HOMEOWER AT 2525 t . ABE'RDEEN AT LEAST 48 HOURS IN ADVANCE OF SERVICE OUTAGE THE CONTRACTOR SHALL INSTALL A . NEW SANITARY SERVICE FOR LOT 4 AND TRANSFER SERVICE PRIOR TO THE INSTALLA770N OF NEW SANITARY SEWER MAW IN ORDER TO MINIMIZE LOSS OF SERVICE TIME 5. INRILTRATION DMES FOR LOTS 1. 2, dr 3 SHALL aE DESIGNED DURING THE TITHE OF BUILOLNG PfRL ff ' APPLICATION AND CONSTRUCTED WITH SUILONG PERMIT APPROVAL. SMALL WFILIRATIOM EKSINS SHOOK ON LOTS 1, 2 & 3 ARE FOR CONCEPTUAL PURPOSES ONLY AND ARE SHOWN TO DEMONSTRATE FiAS181UITY OF STOrRMWATER CONTROL FOR THESE LOTS. PRapOM GRN� END OF PRIVATE ROAD & END OF PAVING ELEVATION STA. 2+22AW 310 SSMH, 4' INA .....,..-;ate,..,, :,,...ono ....... ............. PER C.O.R, M 400.1 r o STA. 2+36.7V.5.78L ... ...,..-,....+ TOPy�,.�- ...,. RIM=30AS TOPWL n+i?...... "..,. + ..,...,-................. ............... ... -- ........--....... 30 II / 300.82 c~ II ' 1E=M24 8"�� .................. 305 °+° -A.34% 6 7 22.5- ---......... .... • • • 11. ' BEFp /....... .-- ......., TOPMIL4..,....- PROPQSEQ. PROF!LE ALQNG •q OF ACQ .. Q91W ............... . ........ .. . .... ..... . . . ........ . 300-- ` F](15' 1Nq PRQFIIF, kOKb flF ACCESS, PF!IW .... ... . . . . . . TOP VML + . LVG--80.00 . ......... . . ........ . . . ..... . . 295M V Wt wMat............... . ................ CS. #2, TIPE 1 PVI: 0+64.55 EL: 283.44 TOP WL i OWR 1INT& j1�1IlI... 1- , AJR-VhD , .. - , ... I .....L .__. ........ . . . ...........STA. 1+26:27', ' O.04 ... ...... .: ? :9 ....... . . 295.51 i .. ........... QLY.4T MPH .. .. ... , ........ \ . .RIM , 291.48 ...... . ..... ... LP.STAB - 34.55y .EL: 282 84 .. ..... - .... ... - .... . POINT PER STANDARD L 7 INV-288.58 (OUT) �] ry 295, -�.. . . ..... . .. ..... . ... .� •PER'C.b.:'S'iD.•�0.1 , ....- • 4a�o 2' BLOMI-OFF P}3tilIANENT ASSEiIIBLY PER °s Mi r.i . .. . . . .. ...... . . C.O:R. 'SITU: 34Q.1..... . . ...... . . . .. . ............ + ao STA: 4F65.26i; 6:27'L .. , ... , ... - ....tea ... .. . . . ... .. . ... ...-......, ..., .... ... -. ... - .. ,R""!�28+1�05- - -- ..��. .. -- -BACK Of tu D F $IDEWALK - ................. . ..... - ....... , - `. ...k+ ... ... - IEi.2T8.0 (E). ' TYRE M. , .. - CR 2Q STA. 0+31.32', 0.4'L Mi 4401M PIP .GEfk4C1 -P. ,MMWACTI ', ............... .... AIli1=28?:22` # RECQ11 MENDA1I0H. TYP. �x--. ......., - - .....- -.- .. -.. ..... .... .. .. - -... .. 8' , .. SANITARY SEMR- O-I&SX............... ...... .20' LAND m 2.00X 285 \. ... WRESSED 280 ... CURB, .. - . . t.5' ........ - . 1rIA30AiUM-FIRE DEFI.ECT1dN PER MANIJFACII'S - ...... , - TRACT "A" A CESS DRIVE I IDATIONI, 1�'P. ... . HOR12.1"=20'................................................................ VERT. 1 =4 . 275 310 305 300 295 290 SSMH. 4' DIA. PER C.D.R. SM. 40111 STA. 0+04,44', &01 RIM-282.8d: IE-275.22 Er275.12* (E)L 8') 285 CENTERLINE OF /I'- ABERDEEN AVE PROPOSED 12" LCPE STOfM SEWER TOP MIL T 277.92 280 DLTEND 8' WATER MAIN TO E L i8' D.I. W AEERDEEN AVE AND CONNECT iN ACCORDANCE TO CITY OF RENTON REQUIREMENTS -1.5" ANN 275 ............. . ............... . • (•ASTM 0300-SANTARY SEWER W 3.2$% , • .... EbErSTN+IGG Ir SM. SEYYER FXIST1W'GGRADE 'GRADE TOP EMI, U") 23043 M . . . . . . . - . . . . . N. N . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . - . . . - M . . . . . . . . . . . . . •le ...... - ra M N N 270 270 2+90 2+50.00 2+00 1+50.00 1+00 0+50.01� 0+00 t PER CITY OF REHM COMMENTS ORD 01131147 2 PER CITY OF RENTON COMMENTS ORD a5118117 pY WAS 3 PER CITY OF RENTON COMMENTS DRD 07105117 'T 01, # 4 PER CITY OF REMTON COMMENTS DRD 07119117 SDAII ncompass, rn %tl� 5 PER CITY OE' RENTON COMMENTS DRD 08118117 0 =20 ENGINEERING & SURVEYING 6 REVISED GRADNUG, TIRES REMOVAL, & UMJTI s PER OWNER ORD 06112118 ORD Western Washington Division 38285 � 7 PER CITY OF RENTON COUNENTS DRD 07112118 ow ow IM,E 165 NE junipeT Street. Sum 201 ■ Issaquah. WA 9,3027 ■ Phom: (425) 392-02 S0 ■ Faac (425) 39 I -3OS5 .c is � 8 AS -BUILT ORAWiNG dEF 06/10/19 a T�f7 M flu Eastern Washing#or► Dh4sion I �* F MINOME IlM 407 Swiftwater Blvd. ■ Cle Elum, WA 98922 ■ Phone: (509) 674-7433 ■ Faac (509) 674-7419 (WAL SC&E 0oo0MOLY 71271I$ N0. REVISION W DATE APPR CUa NONOOi�IrM- WO 1 W4 "i DATUM Know whars below. Call before you dig. CITY OF RENTON Planning/Building/Public Works Dept. 714ESE PLANS ARE "AS -BUILT' AND THE INFORMA 770M SHOWY ACCURA7ELY REFLECTS EVS77NG FIELD CONDITIONS AS OF THIS DATE: MA s. 201 S -c�;�9 S . McCASKEY PLS 42676 R-391515 S-391501 W-391501 APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS BY: DATE - BY. DA : - BY. DATE: - BY: DATE.• FINLEY SNORT PLAT 00/fo/rg U-16005573 R-3915 PAM NIA N/A WATER & SANITARY SEWER PLAN 15615 r• B or, 40 1' HEATER SERVICE�c+��d�oh WATER METER PER C,O.R. STD. 320.1 (RN TO MADE) WITH A DOUBLE 04M VALVE AMBLY FOR EACH FIRE SPRINKLER SYSTEM PER C.O.R. SID. 34CLS. TYP. r GATE VALVE (M,b M STA. 2+56', &ISR - Tide YIL 8' CAP OW4 W/ *MST am TOP MIL 3&3MO N. W 114 OF N. E. 114 OF SECTION 05, T. 23 N., R. 05 E., I . M. CITY OF RENTON., STATE OF WASHINGTOR' . i ,1. OF a' SVEM710N BET%1EEN WATIERM a i OWM4 ti a' Ir i ►, - JA LOCATION OF P;4Y FOR LOT I li 10 AIR -VAC ASSEMBLY FM ...i.- . PER QOJt. STD. 4MI ► �r It � F M 1 RESnM 164TER Pff JOWM .r } . OF AM ! 3 M),, E :A arX V:•a` , !, M ! : ,; REMIAIN M i + i FOR LOT 2 ..�iM-sir-rts, t.�s�,ua, *..�sw.��...�sw. iYrIwirl" a,.rtaw.+ri�..ii..rti..��..�i..rta�=.st�.rt 11 11 WRO }� OF + iM7P MIL... .... ,�}., "2 LF QF.1r. D.I.' CL� • 16' PAVED ...... WATER MAGI Th w... . ACC 5 25 PLEILIC I+ -Moo • . 2+pp.00 TRACT A � Ilt�[.1tY EILSID�ENT - .. - . .. ... .. .. 2' RIM -OFF VALID PER C.O.R. sm 3441 I I i I I 24• I l / I 4' SHIRE FENCE r 4' CYCLONE TOP MIL. 300.82 . TOP a 300.1lB 14 LF�.�••O..F� �Ir PVC 299.5 I #, SM .l� EVAE R STUB. S=200% MIN. PER D.R. STD. 400.1 WW-293.3 19 LF OF e PVC STA.2+25.9' STA.2+28.79'.5.76'L RIII=3o3.89 � 5'10E 5fM �S �. I STA 1+19.6' IE-29&24 6" (S) 1A LF OF 6" PVC LOT i IE-298.14 8"(Ej 510E S M i II IN1I=?8*a1 STA. 1+MW I I LOT 2 i '� LOT 3 I L APMX LOCATION OF IDI71yf MY FUR LOT 3 1 . 4' CYCLONE f 6' WOOD FENCE FENCE 0.15' J fl.02' S OF It N. OF It 1 6' WOW r CE 0.11' N. FIt 00 LF OF 8' PVC ASTM 1)3o34) TOP VIL SANIT 271L1 08 (To BE REM f FLOW -OFF p z I�YD MT CB RI1�Aa281.92 IE 12' ADS- 278.72 WATER METER 0 5 10 .20 ii IE 12' AUS: 278.72 ■ GATCH BASIN �-� D({ST1NG STRIPING " = SCALE 1 ��' PROVIDE 1.5' OF VERTICAL SEPERAMON BnVYEEN WATER INrTLTRAT7OIV BASyN MAIN AND DL SAMTARY SEWER 0 CLEAN -OUT CB RIM-282.17 CX= REFAINING WALL IE 12' ADS:279.42 STORM DRiUN PIPE TOP II� ,✓� tNOTxRY SEWER .�1 278. f ! WATER RESTORATION IN ACCORDANCE TO REC"REMENTS VOUBLE CHECK VALVE rOJL DETAIL ON SHEET 9)1 PAVEMENT SHALL BE SAWOUT. ■ THRUST BLOCKING CONNECT 8' WATER MAIN TO QL. 11r D.L WATER MAIN IN 11CCORDANCE ;rYy .Ltd .. TO CITY OF REN10h 4 RELlk1IRE1wIETVTS lk PER C.D.R. S ID. 3OLf.1 1-16'x8' TAPPLNG TEE (FL) TOP W 1-9' GATE VALVE (Fix J) 279.07 W/ HRUIST BLOCKING SSMH. STA. 0+o4 44', szft RIM-282 8± I£-05.22 I a IE-2?&M (ESL. 81 30 LF OF 6" PC SIDE SEMIFR STUB, S-2-= MINL (TV) - (SEE NOTE 4) SSWH RIM=283.12 NOTES IE a' S:275.32 W Fr a' ra 1 ! Y a a f . .-..,... 1-FI9TE HYDRANT ASSEMBLY PER 1. A BACIfFL4W PREVENTION A55EMI3L?` (Uot1BLL CHECK VALVE AS5ONLY) 05 REQUIRED FOR EACH FIRE 1 c,O.R. 5T1y. 310.1 SPRWKiER SYSTEM INSTALLED ON LOTS 1-3. =2837 " STA. 0+19.8% I&SL 1-B"x8' TEE 2. THE EXISTING WATER METERFOR LOT 4 MLL BE RELOCATED TO THE NZW PLANTER S7RIP BY CITY i-6' 6AlE V&W FORCES. THE CONTRACTOR SHALL RECONWECT 7W PRIVATE SERVICE LINE TO n4E NEW COPPER I • : ; i ; .. ' I TAILPIECE BEHIND THE METER AND AT THE BACK OF THE NEW SIDEWALK. i-8' ADAPTOR (RAM I 1-6'Ar REDUCER (MJxFL) 3. ALL WATER PIPE JYNTS IW7141N 20 FEET OF AN INFILTRATION BA -SIN SHALL BE RESTRAINED WITH �.'..... ... I 1-6' ELI. CL 52 CUT TO LENGTH MEGALUG RESTRAINT HARNESS 5 MES 1700. I .. W/ Iviffi ST KOWNQ 4. EVS77NG SANITARY SERVICE LOCA7TON SHALL BE VERIFIED BY M CONTRACTOR Ov THE HUD. IF NECESSARY, THE EX. SANITARY SERWCE FOR LOT 4 SHALL BE RELOCATED TO ALLOW FOR NEW �... - SANITARY SEWER MAIN CONSTRUCTION. CMIRACTOIR SHALL NOTIFY THE HOMEOWER AT 2525 ABE'RDEEN AT LEAST 48 HOURS IN ADVANCE OF SERVICE OUTAGE TFOE CONTRACTOR SHALL INSTALL A . NEW SANITARY SERVICE FOR LOT 4 AND TRANSFER SERVICE PRIOR TO THE INSTALLATION OF NEW 7. SANITARY SEWER MAW IN ORDER TO MINIMIZE LOSS OF SERVICE TIME 5. INFIILTRATION DEVLCES FOR LOTS 1. 2, dr 3 SHALL aE DOWNED DURING THE 70011E OF BUILDING PMIT ' APPLICATION AND CONSTRUCTED WITH BUILDING PERMIT APPROVAL, SWJ-L ONFILTRAWN 8AS•INS SHOWN ON LOTS 1, 2 & 3 ARE FOR CONCEPTUAL PURPOSES ONLY AND ARE SHOWN TO DDOKWSTIRATE FfAS181UITY OF STO RMWATE R CONTROL FOR THESE LOTS. PROPDM GRN� END OF PRIVATE ROAD dt END OF PAVING 310 ELEVATILaM1 STA. 2+22AW SSMH, 4' INA .....,..-;ate,..,, :,,...ono ....... ............. PER C.O.R, M 400.1 r o STA. 2+26.7V.9.7SL ... ... .. - , .... + 1aaP y� -... RIM=30S.89 TaOPWLci?...... �C"..,. +�..,...,-................................... -- ........--....... 30Q81S ' � II � � 300.82 c~ II � ' 1E=M24 8"�� .................. 305 °+° -A.34% 6 7 22.5- ---......... .... • • • 11. ' BEFp PR /....... .-- ......., TpPMIL4..,....- PROPQSEQ. OFILE ALQNG •q OF ACQ .. Q91w ............... . ........ .. . .... ..... . . . ........ . 300-- ` E105'1NG PRQFIIF, I1 OKb flF AOCESS. [}RIVE .... ... . . . . . . TOP VIL + . LvG--60.00 . ......... . . ........ . . . ..... . . 295M V wt O mm............... . ................ CS. #2, TIPE 1 PVI: 0+64.55 EL: 283.44 TOP WL i OWR. VM1T& j1�MINI... 1- , AJR-VkD , .. - I ... I .....L .__. ........ . . . ...........STA. 1+26:27', ' 0.04 ... ...... .: ? :9 ....... . . 295.51 i .. ........... �Y. T Hl .. .. ... , ........ \ . .RIM , 291.48 ...... . ..... ... L.P.STAB - 34.55y .EL: 282 84 .. ..... - .... ... - .... . POINT PER STANDARD L 7 INV-288.58 (OUT) �] ry 295, -�.. . . ..... . .. ..... . ... .� •PER'C.b.:'S'E0.•4Go.1 , ....- • �a�o 2' 8L0M►-OFF P1 IrIANENT ASS�LY PER °s � Mi c.i................ . . C.O:R. 'SIT17: 34Q.1..... . . ...... . . . .. . ............ + ao STA: 4F65.26'; 6:27'L .. , ... , ... - ....t ca ........ RMu1�28+1(W) 6 �. .. BACK Of .�..-,...,..-.-..,... ......... w IE-277.a5 M} w D . - - ................. . ..... - ....... , - `. ...k+ ... ... - IEi.2T6.0 (E). ' TYRE rn . , .. - F SIDEWALK - CR 2Q STA. 0+31.32', 0.4'L Mi 4�1701iU PIP .OEfk4C1 -PER. h 1FACTIJ #' ............... .... RIli1=28?:22` # RECOMMENDA110H. ri?. �x--. ......., - - .....- -.- .. -.. ..... .... .. .. - -... .. -IF• OF 8' .. SANITARY SEMR- 0-I&SX...................... . `'!' .:... ... ... , . , - . ..... - ..... , .. . .20' LAND m 2.00X 285 \. ... 280 WRESSED ... CURB, t.5' ........ - . 1rIA3MAiUM-FIRE DEITION PER MANkJFAC11'S - ...... , - TRACT "A" A CESS DRIVE �1DATOK T1 . ....................................... HOR12.1"=20'................................................................ ........--. VERT. 1 =4. ....... .................................... ,.......... . 275 310 305 300 295 290 SSMH. 4' DIA. PER C.D.R. SM. 40MI STA. 0+04,44', &WL RIM-2828d: IE-275.22 Er275.12* (E)L 8') 285 CENTERLINE OF /I'- ABERDEEN AVE PROPOSED 12" LCPE STWM SEWER TOP MIL T 277.92 280 DLTEND 8' WATER MAIN TO E)L i8' D.I. W ABERDEEH AVE AND COMCT IN ACCORDANCE TO CITY OF RENTON REQUIREMENTS -1.5" ANN 275 ............. . ............... . . • (•ASTM 0300 • IITARY SEWER W 3.2$% , • - • ' - - E}MSIN+IGG Ir SAN. mffit FXISTINt GRADE P}�I]PbSEb'GRADE U") M . . . . . . . - . . . . . N. N . . . . . . . . . . . . . . . . . M D . . . . . . . . . . . . . . . . . . . , . . . - . . . - . . . . . . . . . . . . . • ...... ...- ra M c`+ 270 270 2+90 2+50.00 2+00 1+50.00 1+00 0+50.01� 0+00 i PER CITY OF REHM COMI4IEIVTS ORD 1011311f 7 2 PER cfTY OF RENTON COMMENTS DRD a5118117 pY WAS 3 PER CITY OF REIYTON COMMENTS DRD 07105117 'T 01, # 4 PER Cr Y OF RENTi7Iv COMMENTS DRD 07119117 SDAII ncompass, rn %tl� 5 PER aff OE' RENTON cOMAfENTS DRD 08118117 1 20 0 = ENGINEERING & SURVEYING 6 REV60 GR WNG, TIRES REMOVAL, & UMJTIB PER OWNER DRD 06112118 DRD Western Washington D[utsian 38285 7 PER cfTY OF RENTON COUNENTS DRD 07112118 ow 165 NE lun{peT Street. Suite 201 ■ [s%cLuah. WA 98027 ■ Phom: (425) 392-02 S0 ■ Far (425) 39 I -3OS5 .c is B AS -BUILT DMMWG dEF O6f 40f 19 T�fR M flu WXE Eastern Washinglor► DiyWan I �* C NOT °NE " 407 Swiftwater Blvd. ■ Cle Slum, WA 98922 ■ Phone: (509) 674-7433 ■ Faac (509) 674-7419 ` OhfAL 5[rhhLE �yppplpnO�Y 71271I$ N0. REVISION 13Y DATE APPR CJa NONOOI�IrM- WO 1 W4 "i DATUM Know whars below. Call before you dig. CITY OF RENTON Planning/Building/Pubiic Works Dept. 714ESE7 PLANS ARE "AS -BUILT' AND THE INFORMA RON SHOWN ACCURA7ELY REFLECTS EVS77NG FIELD CONDITIONS AS OF THIS DATE: MA s. 201 S -c�;�9 S . AIcr-AsKEY PLS 42676 R-391518 S-391502 W-391502 APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND WSS1DN5 BY: DATE, BY. . DATC: BY, DATE: BY: DATE.• FINLEY SHORT PLAT U-16005573 R-3915 WATER & SANITARY SEWER PLAN 06110119 PAM NIA M 15615 % B oF. 40