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b �� Q So SSW" -c ss - SSCO W X ui lei CB 11 SS................... .... w w w WT w w w FY TA" rZA&I e,,FWFR h(w. ro- UFTRO) "fAi 0 RA MO. lma-"N_m 77— F m --------- — -------------- -------- ---------------------------- -------------- ----- -------- ------ 00 7�—LIGHT Ilia�t �I Loc I T 0 KEA PAIWERW *C R 384727 C��i 1 420 ALAN WOOD ROAD 11"I'll G,4 11111140HOCKEN, PA 19426 S 384701 W 3847 1 *-OS. S, V"� A y *� %j &A FK6 S COWACT: DWWT E. SLATON DA7W Fmccootiomm A-, UA 'v �i�oj cTmIVCpCITY OF RENTON, NAVD 88 TO co10 WY WMANNIM 934-018t CEU 3W-50-4623 AlWovod by: ft -e c Dote a — CALL 2 MM�OF�CNiGi DAYS L't FhKmwfL 5JF 28527 CITY OF RENTON CONTROL AWowd by: Aaff Dole 411ZA111-r d % N COMAUM ENMERS YOU M POINT NO. 1864 WAS HELD 0--- 18215 72ND AWWA WUTH KENT, /'Il- tic AWoved by: Yja A Dote i 9sidi: F W -w #A L WA 1111111111M FOR ELEVATION, BEING v 19.488 FEET NVD68NON Date WC: AY G M. P (45251-622 CITY OF RENTON �GH�� j� �ErARTAAEiVT OF ��,.�� wo�� �r d`ZOVERALL llTtJTY PLAN �k NCEA JOPMEW, N=,..lTON, WA. 0 US IDAlRE 6/11/2015 Pu mo. U 15001266 Cr–13mi JW or," 1 '=40' BOOK -PAM ==TV OF PU&C cr CPQ - P. - 3aov-? � -'-) W) s 3 2v � 40 / L T V Z- --I I Z z N l_J 00 uj c ��v W y 0�0 Lai 6wo m z m m Q. U to 777 in In w 0 I to ISO I I CN (D CID co L6 U. LA - Lo 0 U V- C) CN rn ai E 0 CP to 0z 00 10� Cm C c*4 W) c: (o (Zi W) 00 N ff) SSW" -c ss - SSCO W X ui lei CB 11 SS................... .... w w w WT w w w FY TA" rZA&I e,,FWFR h(w. ro- UFTRO) "fAi 0 RA MO. lma-"N_m 77— F m --------- — -------------- -------- ---------------------------- -------------- ----- -------- ------ 00 7�—LIGHT Ilia�t �I Loc I T 0 KEA PAIWERW *C R 384727 C��i 1 420 ALAN WOOD ROAD 11"I'll G,4 11111140HOCKEN, PA 19426 S 384701 W 3847 1 *-OS. S, V"� A y *� %j &A FK6 S COWACT: DWWT E. SLATON DA7W Fmccootiomm A-, UA 'v �i�oj cTmIVCpCITY OF RENTON, NAVD 88 TO co10 WY WMANNIM 934-018t CEU 3W-50-4623 AlWovod by: ft -e c Dote a — CALL 2 MM�OF�CNiGi DAYS L't FhKmwfL 5JF 28527 CITY OF RENTON CONTROL AWowd by: Aaff Dole 411ZA111-r d % N COMAUM ENMERS YOU M POINT NO. 1864 WAS HELD 0--- 18215 72ND AWWA WUTH KENT, /'Il- tic AWoved by: Yja A Dote i 9sidi: F W -w #A L WA 1111111111M FOR ELEVATION, BEING v 19.488 FEET NVD68NON Date WC: AY G M. P (45251-622 CITY OF RENTON �GH�� j� �ErARTAAEiVT OF ��,.�� wo�� �r d`ZOVERALL llTtJTY PLAN �k NCEA JOPMEW, N=,..lTON, WA. 0 US IDAlRE 6/11/2015 Pu mo. U 15001266 Cr–13mi JW or," 1 '=40' BOOK -PAM ==TV OF PU&C cr CPQ - P. - 3aov-? � -'-) W) s 3 2v � 40 / L T V Z- --I I Z z N l_J 00 c c ��v W y 0�0 z m z m m T My N l_J 00 O c ��v W y 0�0 t co iE 9 w .. I �_: uj 1.9i C4q V w x L6 .� I cn olommm"Imm VIIIIIIIIIIIIIIIIIIII' 0 0 In 0 VIIIIIIIIIIIIIIIIII, 4< 0 3ro III AIM mommumm uj -5 1:5 u W. 1 6 z I m 0 "> 0- 9 44( __j _j Z3 m 10 :2 04 In . . m U-) T1_ 0 CN '�� r�% %_ "*� m . . 0 .9 �_ 11�� 0 _&� a 0 cp A� -0 . m I , 3: I to n 00 CD T_ 1-11 C" c L_ 4) 4) c .6 c 4) I--, (D po 00 (o V_ 1__*1 cn 0 0 C) (o ".. 1-01 fi: 4; = Lj_ it MA, I I - - �� V) � 12" DI CL 52 SPOOL LENGTH AS v I REQUIRED 12" SOLID SLEEVE REMOVE EX. FIRE A I HYDRANT, EX 12" � 6" TEE AND 6" GA 19801W7 VALVE AT MAIN. 0 20 40 80 j Mid 0 1 * �!; m ;u K *_� 7- I 12" SOLID SLEEVE (MJ) -w- 2 SCHFU4 TIC DETAIL ' SCIA1 Z_. - I " _�_ I 0 ir -7 M ra�j 1 CUT AND CAP EXISTING 2" WATER " - ,.1Cr%Vf%,#r_ 1V "%C^ Al 1Z MMM Lff%r-. CAUTION! ADJACENT ALLWCE PACKAGING WATER SERVICE IS TO REMAIN. IDREMOVE EX. FIRE HYDRANT, AND 6" GATE VALVE, 12' X 6" TEE AT ". LOCATE NEW CUT -IN FOR 12* X 10" TEE ADJACENT. SEE KEYNOTE 8 F"aaa 31 CUT -IN EXISTING WATER MAIN. 1 - 12" X 6" TEE (MJ X FL) 2-12" SOLID SLEEVES (MJ) 1-6* GATE VALVE (MJ X FL) HWN PLAN 1-F.H. ASSEMBLY PER CITY STD. CONCRETE THIRUST BLOCKS AS PER rnp qTn nTi IV)') REMOVE EX. 12" X 1 O" TEE AND m VALVE AT MAIN (BY CITY FORCES) INSTALL: 2-12" SOLID SLEEVES (MJ) 12" DI CL 52 SPOOL LENGTH AS REQUIRED IDFIRE MAI CONNECTION SEPARATE PERMIT REQUIRED. CUT INTO EX 12" DI WATER 2 - 12" X 12" TEES (FL) 2 - 12" GATE VALVES (FL X MJ) 1 - 12" GATE VALVES (FL X FL) 2 - 12" MJ COUPLING LONG PATTERN SLEEVE 1 - 12" DI SPOOL 18" MIN LENGTH CONCRETE THRUST BLOCKS AS PER COR STD DTL 330.2 El2 - 12" GATE VALVES (MJ) 2 - INDICATOR POSTS (3FT AWVE GRADE). TAMPER SWITCH MONITORED - SEE FIRE PROTECTION PLANS QUIRED IZI 8" CL 52 TO 4 -WAY FDC AT 3 FT ABV. GRADE AS FIELD VERIFY PIPE LENGTH AND LOCATION FDC. MIN 3 FT CLEAR OF OBSTRUCTIONS. [H]CUT -IN EXISTING WATER MAIN. 1- 12" X 6" TEE (MJ X FL) 2-12" SOLID SLEEVES (MJ) 1 - 6" GATE VALVE (FL X FL) 2- 6" 45* VERTICAL BEND (FL X MJ) 1- 6" DI SPOOL (1 8" MIN) 1-F.H. ASSEMBLY PER CITY STD. CONCRETE THRUST BLOCKS AS PER COR STD DTL 330.2 Nvll������� --%-"������--Nvl---V---Nv---V���--Nvl--N.-���� 1flCUT -IN EXISTING WATER MAIN. F aIi 2 - 1011 450 VERTICAL 15 LLJ w is 1 - 12* X 1 O" TEE (MJ X FL) BENDS (MJ x MJ) 1 ci T I 2-12" SOLID SLEEVES (MJ) 4 LF - 1 O" Di SPOOL 8 � z � � z � z z � � z � � � , � � � z t � � - - __�_,__ - ___ _ __ ��-��l----"""""",�1-1-----,-,--- z � z � I � I � I - 1 Ow GATE VALVE (FL X FL) cr CL 13 -13 I -3 I 2- 10" 45* VERTICAL BEND (FL x MJ) I I � � t � z , z 11 - - - - ------ ----------- - - ____ � � � I � � � z I a< - I In V_ to w- 1 - 1 O" DI SPOOL (1 81' MIIN) � � ___", I ........ - .... ..... _____,____ - - - - - - - - - ----- ----------- ---------- __ , � � � z z z � � z I � I � � z ---""--"�,�,�"----,-----,-"---",---"---,----,� ......... . _____ z � z t , � � z � z � � ___", -,---. ------- ____,____,_____,_,_ --- z z z z ___�� -,-,- --"--- ___,____,_________ _____ � � LLJ P.: W: 6 i -------- I'll ________,_,'_ ....... _____ ...... ______ I— I'll � � � � � � z � � � t � � � k � ___ ..... � - - ------------------ _', ____,_____ ....... _ ... _ ... � ............ - - - ------------------------------- I - - ------ _____ , � , - � , , - -11 I I I'll— I'll- I I--,,--- - - -,-- � � � , , ------- __1 ---------- - ----- - 11- ::_�::::_,,::� - ------ : - -7, r --v VINI-I - - w I- w 1 - 1 O" DDCVA AS PER CITY SM PLAN 360.20 (SEPARATE V_ * 11 __1 1__1111_111_____ _____11 11-1-111-11111--1 -_I____1_______ ______ 11 --- _,_______ _____ 1-11-1-111,11- _,_______ ----- ------- - _____,__,______ -, ____,__,_____ ____.,_____ ____, "I --,------ -------------- -_ ---------------- L __ - . - - - - - I- w 1�_ -- _ I L_ W PERMT, DESIGN BY OTHERS - Wk. STATE FIRE MARSHALL � � z t � . � -_ "I',"_ I - - I z I L � � � � � i z t z � � � � I � � I i -.-, I 1111111111-1 ... L --------------------------- I-,,,,--- (n m CA CERTIFIED SPROWLER DESIGNIER) - - z z � � z � � � � � � t � � � L � � i i R L6. L6. � � � � � � � � z � z � I �_ (A CONCRETE THRUST BLOCKS AS PER COR STD DTL 330.2 L) L) C-) � � � z � z � � I ___ . ....... _____ --- - ------------ _____ ... ______,_,__,___ - ------ ___ ... � ----- - -- ______, , z � � � � � I � I � CAA A 9WAP M% A A A Las kalla. 0- � z I - - - ........... .. " , __,____,,__ * W%ULIN woom"TME __ � t - � - ____11 ---- I— � � � � � � � � L � � � _____________, _111_1-1_____1_ " - I I ---,-"---,-L ........ - ----- -------------- - I � I � � � � � t � � � z � � , , � � I � ,__�_::: ... :::�:::, ... ::�,-�,:::�,--:::::�::�::�:�:�-,:�:��::::--::--- 11 - - _':::_ _____,_,,___�_ , I � z � � � � � � z � I � I � __ z I _111_1__1-__1__-1_1 -------- 1-1- --1-11-- � � � z � � � � � � � � I __ ........ .. __ ----- - ---- __�___ - z � � � ____7 � z- z z I t � I � I z � . I , - - __ ... � ... � ........... ________,___, z � i � � � z I � � z � - - - - -------- � � � ...... . ........ � ... __ - - ----------- � ..... � .... _,______,_,__, cz - . 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I� "I I'll 11 - - __ 9" 7zzan IKEA CONSTRUCTION MANAGER AND CITY OF RENTON. 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AS -BUILT DATED OCT 19, 1978 mr' 'IV .0 - v 9 41111 - aia .00 ft 40 . 0 i *m em � 5: ,:� > U4W 0+00 UTLM (� STA ELM, CONK= 13+35.8 z I REBOLUn-ON (a:) STA 1 6 + 51 . 1 , _,� Ll EX. 15" STORM DRAIN IE = 16.7 + 1_ I I I z TOP NEW 1 O" WM = 15.2 m m ,(:� STA 14+14.6 CL >1 I EX. 18* STORM DRAIN IE = 16.5 +/_ TOP NEW 6" Wk! = 15.0 (� STA 16+51 EX. 24" STORM DRAIN IE = 15.1 +/_ TOP NEW 1 0* WM = 13.6 (� STA 16+90 NEW 15* STORM DRAIN IE = 16.6 +/_ TOP NEW 12" WM = 15.1 0 (� STA 17+58.6 NEW 15" STORM DRAIN IE = 16.5 +/_ TOP NEW 6" WM = 15.0 Dol F�__j 0 �� i�_j E61 $*M mgm *+w V4W ow 20M 20M = = _� S. If � MA. DA7W '� %i */ tlll MICIND FM CMARJANCE 11-1 CITY OF RENTON, NAVD 88 IrO MY WANDMM IV I ..A cn AWoved by: - Date - I : -0 ,p 28527 % % AWovod by: Alab"L G Afa& Date q tzz 1 1,5 , CITY OF RENTON CONTROL 11 % I ' . POINT NO. 1864 WAS HELD N R __ q /2-4 /(-S- IAU A I - 04 FOR ELEVATION, BEING AWov*d by: I Dote if � 19.488 FEET (NAVD08) 1!IgLowod by:.---=, Date 9..?,O,/ � IIIIIIIIIIIIIIIIIIIIIIII1111 I . . - - -NINIII11111INNIM -IL mmmw N(EA PROPERTY INC 420 ALAN WOOD ROAD CONSHOHOCKEN, PA 19426 CONTACT: DOWT E. SLATON CONST^XTM MAMA= P'. (610) 04-01ft CELL 303-50-4623 �IIIIIIW ONRU p 0 Fhiowrn.- � - WXXWKN CONSULTING ENGIWERS 18215 72ND AVENUE SOUTH KENT, WA 9111032 CONTACT: JAY GRUIBB, PE (425)251-6222 - ---I "A i . . I t � % I I I -1. ._*%f� , � . 0 11 0 A? * %W* 0 16% 11� , b Q Lrmo - - 9 `mm�l 'Im, iII � ,w -1 : :* I- W: -4 - , - ka, - � � ,_ - - - -1 -111- I I _111- _ '' 1.11 _. � . . . A �'m - v 11 . - , v 4INNIII11 v 41.101 0 am 0I e � * maw I m ft AIIIIIIIIIIN =1 W_ M aft'L a a= AL I - ik - q i I I 10- _. - III! � I 0 Let: __* _� ____ ___ I I ift & 0-6 ... F-I....___,� ���_ W, - (017 MALD 1117 -ox - - - ___ 0 Ct). - (O -� -3 a'k4 "? 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ASSY. AS PER COR STD DTL 31 0. 1 0 CONCRETE THRUST BLOCKS AS PER COR STD DTL 330.2 STA: 23+18.0 lspl_� VALVE PROTECTION S (--------) c_— - _—) , fnA SIUM )II /_ (_ -) — — COMMUE. /-- 10' GAS EASEMENT * FP (FIR� PROTECTION) WHEEL VALVE REC.NO.20120809000800 11 1:3 - Cl 1:3 - ID 11 11 U —IN E R . 4" RPSA AND HOTBOX AS PER m N E ��� 10 COR STD DTL 350.2. SEPARATE I � - _' Ur� I - 12" X 4" TEE (FL) " _ 1 VL S PERMIT r2 - 12" GATE VALVES (F7LX IMAJJ) (M ) 2- 12" SLEEVES (MJ) 9 IR 1 - 4 GATE VALVE (MJ) ifl tMOL.IISH AS A PART OF PHASE 2 AND 5. CONCRETE THRUST BLOCKS AS PER COORDINATE WITH CONST ION &LAn COR SM DTL 330.2 COR FIRE DEPT. RE 10 N �j 4" CL 52 DI LENGTH AS NOTED INSTALL 10" MJ PLUG/BLIND F ON 12 X r5 10" TEE. RUCT )N rj--(� EXISTING FH ASSY. /FRE PROTECTION SERVICE TO 4 'U�E T ___� �i ' /TIND F V�l � 3" WATER METER AS PER COR SM L. -a DEMOLISH AS A PART OF PHASE 9. COORDINATE F 7 C m LAIAAALAJ'N-r DTL 23M.4 T TRWTIKO)N III - R AND COR Fl DEPT. L NST UL aC6" ZVAL)(E A�T 1_� X I L AS REO"D. * . ON 1 X E. 7 4" EYYPASS LINE, PIV ETC ALL PER EXISTING (2*) DOMESTIC METER AND SERVICE TO COR STD DTL 320.4 El DEMOLISH AS A PART OF PHASE 2. COORDINATE WITH CONSTRUCTION MANAGER AND COR PURLIC CONNECT DOMESTIC WATER TO BUILDING PLUMBING. CONFIRM DIAMETERS AND LOCATION WITH BUILDNG PLUMBING PLANS n2 EXISTING VALVE MANHOLES, VALVE BOXES TO BE ADJUSTED TO MATCH FINISH GRADE ELEVATIONS (TYPICAL) n2" WATER METER AND SERVICE AS PER COR STID DTL 320.3 (METER SUPPLIED AND INSTALLED BY COR) FOR LANDSCAPE IRRIGATION SERVICE. WITH 2" DOUBLE CHECK VALVE ASSY AS PER COR STD DTL 340.8 LOCATE ON IKEA PROPERTY (SEE LANDSCAPE SHEET L-16) HEXISTING (2") DOMESTIC METER A14D SERVICE TO DEMOLISH AS A PART OF PHASE 5. COORD"TE WITH CONSTRUCTION MANAGER AND COR PL43LIC WORKS DEPT. INSTALL PLUG/BLIND FLANGE AT VALVE � PLANTER �� . . HOTBOX MODEL CURB . 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C-4 04 * P-) C%i pr) c� C4 IN C4 " w- . . * . 0 . 6 V_ W_ C-4 ,: c; * - w- (3) w- CA Ob . * 09 C) R II I I I I C4 - - . C4 . . . . . C14 eq . __ . ___ __ - . C4 . - CN C14 C,4 . ____ __ . . C4 " C-4 I I ___ i - I — I C4 CN (N CN I __ - i I C*4 cq Cli C-4 C4 C-4 C4 IN C4 C-4 em C4 I I _____ I I __ I I I CN C4 CN C4 04 V_ � C4 C4 C4 I I I ____ I CN N I I I __ - __ _____ I - ___ - I - I I I REFERENCE CITY OF RENTON RECORD DRAWING NO W -500B ON SITE WATER PLAN BENAROYA BUS#4ESS PARK BUILDINGS 1,2,AND 3. AS—BUILT DATED OCT l9s 1978 V_ -IV - IV - , 0 Ift 'm .� mor Am - 40 L CAUTK*#. POSSOLE EX. COMONED FOE PROTECTION SYSTEM KTKEN KEA STORE AND KEA GARAGE. WATER LINE, WATER VALVES AND HYWNTS FOR FIRE SEARWICE TO REMAIN IN PLACE UNTIL OTHERWISE APPMAD BY WEA CONSTRUCTION MANAGER AND CITY OF RENTON. COWRACTOR SHALL POTHOLE OR OTHERWISE FIELD VERIFY LOCATION AND PROTECT FROM D*WtGE BY FENCING, BARRICADE OR OTHER METHOD. I I 101PTICAL DA7W CITY OF RENTON, NAVD 88 � ___ m1aAm"s splopqrVIko CITY OF RENTON CONTROL POINT NO. 1864 WAS HELD FOR ELEVATION, BEING 19.488 FEET (NAVD88) � � m*m 264W 27+00 26M � I = = __4'' - - _*_ -Iry . - i � -_Iw - 11 _Z�11787 0, I Approved by: _..,� # Approved by: ------" -_ . Approved by: i W,1,2%J_ W -A P. I 0 �w 60 ............. � L -W-"* -br. - _____ __ �__IIIMIIII __ - ____ __ - HA I , - 11-1111.1 li � . 0 1 0 4? 4- *** 0 06% rk 11 zjo.,, i .4t ,w r G04; E Dol E2 Dil E-1 DO] �� 11 - , 11 I'll - I - - - . a, - "I'll - � -w- -% V 'n; V - .."; * ow V IF 11 ''I 11111, V, __ 6� so I -a" w � .0" - - V 4dw . 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E:: z ml � .;�.,, ; W , -TI. 31, 1 ,-�j i L4' �-i 0� � �� 44�, � 3 1*44 I � 9 s A, m � :1 > U c'? 4 q C2 I 71 'i m I cr) * P _� IIIIIIIII (74N C> �-* I m : I � CA cz I - � Lq i ::� > t Go � z 1 -41 m I *� 1= 9 I m r" "o ,l -_*Z- u CD P *In ()q rD t'rj -0 = -c� = (D 446 z 0. 4 w "' CD - 00 z �, �� --A x C) �� C6 ,It CA I r- z :� 4: rm tIrl I .P�" Z I W �_j " CL 44 W%4 I � 9 s A, m � :1 > U c'? 4 q C2 I 71 'i m I cr) * P _� IIIIIIIII w U V �' Z a V a U) W a O 0 O 3 E• 4 U Z K ~w w .c �_ U cn i •� o a ( p+ c •c ( a a O o Fs o 9 D J a S� 0 W54li I V7 V7 97 0 N m m m Ln V U U 0 �. 0) 6 E v 0 cn 3 to to ui O 0 0 W fY !r •1 =7 r=401 1710— C 1 EE h i E WA7M%=TlW I , M FIRE PROTECTION SERVICE TO DEMOLISH AS A PART OF PHASE 5. COOROWTE WITH CONSTRUCTION MANAGER AND COR FINE DEPT. INSTALL PLUG/BLIND FLANGE AT VALVE NEXT TO FAIN F2� FDC - FIRE PROTECTION SERVICE TO DEMOLISH AS A PART OF PHASE 5. COORDINATE WITH CONSTRUCTION MANAGER AND COR FIRE DEPT. REMOVE EXISTING 8" VALVE AND INSTALL 8" MJ PLUG AT TEE. 3❑ RELOCATE HYDRANT TO FACE LIND AVE SW. 4 REMOVE EX. FIRE HYD ASSY. AND FIRE SERVICE SEE SCHEMATIC DETAIL A 1 - FH ASSY PER COR STD ATL 310.10 (3 FT CLR OF BACK CURB) CONCRETE THRUST BLOCKW49 PER COR STD DTL 330.2 r�51 REMOVE EX METER(s) AND 80X. AND INSTALL 1 - 10" MJ PLUG AT GATE VALVE. REFERENCE CITY OF RENTON RECORD DRAWING NO W-474 LI#ND AVE LID #302 WATER PLAN 70+50 TO 91+13.18 SHEET W4 OF 9 AS -BUILT BATED 6-30-78 AT SW 41ST ST. El REMOVE EX HYDRANT AND INSTALL 1 - 6' 90' BEND (IdJ) 10 LF 6" DI CL 52 1 - FH ASSY PER COR STD DTL 310.10 (3 FT CLR OF BACK CURB) CONCRETE THRUST BLOCKING PER COR STD DTL 330.2 SHACKLE ALL PIPES AND HYDRANTS TO VALVE AT MAIN DA7W CITY OF RENTON, NAVD 88 Approved by: CITY OF RENTON CONTROL Approved by: POINT NO. 1864 WAS HELD FOR ELEVATION, BEING Approved by: 19.488 FEET (NAVD88) T ------------ -- FY 1lw" Wil -W_ EX 6" GATE VALVE (MJ X FL) 12" X fi" 2- SHACKLE RODS EACH ALL PIPES AND TEE (MJ X FL) HYDRANTS TO VALVE AT MAGI. / , F.H. ASSEMBI 6" DI LENGTH AS REQUIRED SCh'EM4T/C DETA/Llfl NOT TO SCALE 'S 6" 9O' BEND (Mi) NODS EACH ALL PR'E5 ANO HYDRANTS TO VALVE AT MAIN. �S.''�R� J�pf ASy��B� 28527 0 AL E KEYWAP NOT TO SCALE GENERAL NOTE: 1. ADJUST ALL EXISTING HYDRANTS TO FINISH GRADE AS PER CITY STD PLAN 310.1 2. ALL RELOCATED HYDRANTS TO BE REPLACED WITH NEW AS PER CITY STD PLAN 310.1 3. INSTALL CONCRETE PADS AROUND ALL EXISTING AND NEW HYDRANTS AS PER CITY STD PLAN 310.1 4. FIELD VERIFY ALL EXISTING PIPING CONFIGURATIONS. COW IRM ANY DISCREPANVCYS WITH THE IKEA CONSTRUCTION N�1AIAAGER, BARGHAUSEN CONSULTI.G AND THE CITY. E m EXISTING Q 4 8" FIRE SERVICE (#310105) J 2" IRRIGATION SERVE (#230842) • , 2" DOMESTIC SERVICE (#250841) o EXIST PUBLIC WATER SHOWN AS PER ASBUILT fir HYDRANT TSTA 84+59 EXIST (2) WATER METERS ❑5 - SSNMH z cn x -4 FPV D EXIST 6 DI 2 Z FPSP FDC r FIRE HYD 4 ------ — -- ---.. sr �,- EXIST 10 GV 0 I .j. W �► - STA 84+51.5 rn REMOVE EX. 10 X 6 TEE 0ISSTALL /^ EXIST 10 1 - 10' x 6" REDUCER (MJ) 1 - 6" GATE VALVE (MJ) EXIS CURB AND GUTTER 30 LF6"DI CL 52 2- SHACKLE RODS EACH ALL PIPES AND HYDRANTS TO VALVE AT MAMA. � SHACKLE RODS r%o REMOVE EX METER(S) AND 90X. AND _ EXIST 16" _ INEE F SPRN�MC R T MO X. �E LE VA -384132 �,rr IKEA Pi MAIC 420 ALAN WOOD ROAD COISt«�ONOCKEN, PA 19428 CONTACT: DOWT E. SLATONM1 CONSTAWTI MAMAQER 34 ft (610) 9-01ft CELL 303-540-4623 KA N CONSULTOC Ei�it"rWERS 18215 72ND AVENUE SOUTH KENT, MM 9032 COWACT:.JAY GRUB, PE (425)251-6222 REMOVE EXIST 6" GV STA 84+38.5 T T SOCA IC LSE" & A NOT TO SCALE MA W—— _ • �rrrEil� A .. all.r. -I& 3�A -A-- h, 'A A& • 11 Ii a c T MM cp > o c O Vs O00 Z K W Y W K x In T i p D ( ( a m w z -13 m I z m ¢' m S D V7 V7 97 0 N m m m Ln V U U 0 �. 0) 6 E v 0 cn 3 to to ui O 0 0 W fY !r •1 =7 r=401 1710— C 1 EE h i E WA7M%=TlW I , M FIRE PROTECTION SERVICE TO DEMOLISH AS A PART OF PHASE 5. COOROWTE WITH CONSTRUCTION MANAGER AND COR FINE DEPT. INSTALL PLUG/BLIND FLANGE AT VALVE NEXT TO FAIN F2� FDC - FIRE PROTECTION SERVICE TO DEMOLISH AS A PART OF PHASE 5. COORDINATE WITH CONSTRUCTION MANAGER AND COR FIRE DEPT. REMOVE EXISTING 8" VALVE AND INSTALL 8" MJ PLUG AT TEE. 3❑ RELOCATE HYDRANT TO FACE LIND AVE SW. 4 REMOVE EX. FIRE HYD ASSY. AND FIRE SERVICE SEE SCHEMATIC DETAIL A 1 - FH ASSY PER COR STD ATL 310.10 (3 FT CLR OF BACK CURB) CONCRETE THRUST BLOCKW49 PER COR STD DTL 330.2 r�51 REMOVE EX METER(s) AND 80X. AND INSTALL 1 - 10" MJ PLUG AT GATE VALVE. REFERENCE CITY OF RENTON RECORD DRAWING NO W-474 LI#ND AVE LID #302 WATER PLAN 70+50 TO 91+13.18 SHEET W4 OF 9 AS -BUILT BATED 6-30-78 AT SW 41ST ST. El REMOVE EX HYDRANT AND INSTALL 1 - 6' 90' BEND (IdJ) 10 LF 6" DI CL 52 1 - FH ASSY PER COR STD DTL 310.10 (3 FT CLR OF BACK CURB) CONCRETE THRUST BLOCKING PER COR STD DTL 330.2 SHACKLE ALL PIPES AND HYDRANTS TO VALVE AT MAIN DA7W CITY OF RENTON, NAVD 88 Approved by: CITY OF RENTON CONTROL Approved by: POINT NO. 1864 WAS HELD FOR ELEVATION, BEING Approved by: 19.488 FEET (NAVD88) T ------------ -- FY 1lw" Wil -W_ EX 6" GATE VALVE (MJ X FL) 12" X fi" 2- SHACKLE RODS EACH ALL PIPES AND TEE (MJ X FL) HYDRANTS TO VALVE AT MAGI. / , F.H. ASSEMBI 6" DI LENGTH AS REQUIRED SCh'EM4T/C DETA/Llfl NOT TO SCALE 'S 6" 9O' BEND (Mi) NODS EACH ALL PR'E5 ANO HYDRANTS TO VALVE AT MAIN. �S.''�R� J�pf ASy��B� 28527 0 AL E KEYWAP NOT TO SCALE GENERAL NOTE: 1. ADJUST ALL EXISTING HYDRANTS TO FINISH GRADE AS PER CITY STD PLAN 310.1 2. ALL RELOCATED HYDRANTS TO BE REPLACED WITH NEW AS PER CITY STD PLAN 310.1 3. INSTALL CONCRETE PADS AROUND ALL EXISTING AND NEW HYDRANTS AS PER CITY STD PLAN 310.1 4. FIELD VERIFY ALL EXISTING PIPING CONFIGURATIONS. COW IRM ANY DISCREPANVCYS WITH THE IKEA CONSTRUCTION N�1AIAAGER, BARGHAUSEN CONSULTI.G AND THE CITY. E m EXISTING Q 4 8" FIRE SERVICE (#310105) J 2" IRRIGATION SERVE (#230842) • , 2" DOMESTIC SERVICE (#250841) o EXIST PUBLIC WATER SHOWN AS PER ASBUILT fir HYDRANT TSTA 84+59 EXIST (2) WATER METERS ❑5 - SSNMH z cn x -4 FPV D EXIST 6 DI 2 Z FPSP FDC r FIRE HYD 4 ------ — -- ---.. sr �,- EXIST 10 GV 0 I .j. W �► - STA 84+51.5 rn REMOVE EX. 10 X 6 TEE 0ISSTALL /^ EXIST 10 1 - 10' x 6" REDUCER (MJ) 1 - 6" GATE VALVE (MJ) EXIS CURB AND GUTTER 30 LF6"DI CL 52 2- SHACKLE RODS EACH ALL PIPES AND HYDRANTS TO VALVE AT MAMA. � SHACKLE RODS r%o REMOVE EX METER(S) AND 90X. AND _ EXIST 16" _ INEE F SPRN�MC R T MO X. �E LE VA -384132 �,rr IKEA Pi MAIC 420 ALAN WOOD ROAD COISt«�ONOCKEN, PA 19428 CONTACT: DOWT E. SLATONM1 CONSTAWTI MAMAQER 34 ft (610) 9-01ft CELL 303-540-4623 KA N CONSULTOC Ei�it"rWERS 18215 72ND AVENUE SOUTH KENT, MM 9032 COWACT:.JAY GRUB, PE (425)251-6222 REMOVE EXIST 6" GV STA 84+38.5 T T SOCA IC LSE" & A NOT TO SCALE MA W—— _ • �rrrEil� A .. all.r. -I& 3�A -A-- h, 'A A& • 11 Ii CT O 0-" T MM cp > Cil O � Z O Vs O00 Z K � r � rn K x c T i CDHTTS^� 00 Z T Il �, w z �rm m I z m ¢' m S D CT O 0-" Cil O � Z O Vs O00 %*4O � r � rn i 0IN� O Vs � rp CDHTTS^� 00 r:13 �, w rn CO. 'u �rm I z m ¢' S D 0 U 0 z m 3 0 W Q a. N w W a 0 5P NG WATER L wl MAL LAJ J ; w aLl __j CL zU) Q E"'� 3 >04Z �w a m C •C a a 0 J a �� Q N x QUT-jRI(I CM FSS) E *F v_MWL .-MAC +cw�s TEMP_ MOCK - X rE.R: UNf EMMG WOW Uk FINAL CONNECTION � CIETAIL K o� o � W W J(Vj J < W o 2 fes, EQUAL T0, I—PLwM" i will H � � N -gyp LEVEL ALL GRID LEL ALL GROUNO 4INl .3' RAS 7S %� � � tai � Aoj TA SIM .... ,.. 011ei'! : � RADI4:k :.. N•� L a�1C��3�r� ��8 ... I�z � 1. X n -Mom.. m ONE MAN -:ROCK -L ALL MEIERSAND BACKFLOW VEM 0E) C ARO NSr AK U c o 71 0 y0J N WNW O W Y W U II '� 16" C° Cf P AQ to I o M Ei. � UTUTY �� � T ? 7) FAD ITS 4M ALri., MW E �OP OMAJUIN�I 0 L.10407 = � Gite -E �I�A1 SHE Y�►� L YM!�kLt�Sp V) : 7W EWS AM K.IOF I "i FILL ME Sm r+I+ !� t� Y S"0 00 W : W :2 VAMPS DrmL. HYD RANT L OC T 0f N QU 0 EI di. r' t0 b wv� Lf) mU L Jt m 0 N �r 000 E a 0 cp oo to "'O z t000 V) j } C w Mot 0' N M i to 0 ato LZ IC4 M QUT-jRI(I CM FSS) E *F v_MWL .-MAC +cw�s TEMP_ MOCK - X rE.R: UNf EMMG WOW Uk FINAL CONNECTION � CIETAIL K RM�Q.6 E .I _ u` VOR" Cid + N t► L TEf A- 4 C T sm PIM _ 310.4 DMAMMENT : LN,. L. JNE TEE & ONE ' VALVE _ _ .. ' FI F:kE HYDRANT ASSEMBLY ie w �w MAJ 2010 PUBUC WORKS 3 4 COMP" M"CH_ _ _WATERMETER AMS NOTES: CONTRACTOR SHALL PROVIDE AND INSTALL A FEBCO RPBA MODEL 3 LFOW-DOSP OR APP ED EQUAL CONTRACTOR SHALL PROVIDE AND INSTALL HOT BOX® H83E—AL ENCLOSURES W/1500 WATT HEAT OR APPROVED EQUAL. 7 EXTENS4ONS .ARE E001REO WHEN VALVE NUT i'5 MORE. THAN �R ) BEET BELOW F1 N1�$ C GREE. E TENSION ARE TO BE MINIMUM. OF ONE ) `OOT LONG. ONLY ONE EXTENSION TO 8E 'USM PER VALVE. ITE; ALL EXTENSONS ARE TO: -PE MADE OF STE.8,SIZED AS NOTED AND P AtNT-ED VIT 1" OATS OF META -L PAIN MUM O 'SALVE BOAC; AMRKEA, OI T*go: ;pt - M .� D'lt NUT EXTE;S MARS 20.0 !• r OWN! 14 110 -09 SOIL uw*:40ma ON KNO Mr*04 7m t 22 low l �_ DAM* 11 — FM 0��llllllq_mwce CITY OF RENTON, NAVD 88 'gyp C11 Wipe AWovod by: Dote CITY OF RENTON CONTROL AWovod by: Date POINT N0. 1864 WAS HELD - • °by: FOR ELEVATION, BEING Dote 19.488 FEET (NAVD88) AWoved : Date 28527 'SFS oS T Ncu PROPERTY INC 420 ALM (MOOD RM CON°SHOMOCICEN, PA 19426 CONTACT: DVAWT E. SLATON CtNlS1wIJ MN MAMAGR P: (SM) &%-OM* CELL W-50-46239: cK N CONSULTMIG ENGINEERS 16215 72ND AVENIA SOUTH KENT, IMA Is= CONTACT: JAY GPM. PE (425)251-6222 �• I> �° � ,� a �� �,��'` ` > t� �HORIZONTAL AM��OCNNV��RIDMECD mw Im • i . � �. .IWM N 'I�f * .. i C-D:2-38"Y?33 �Aj-3s�v�o� • o� o � o gm �' O o 2 fes, EQUAL T0, I—PLwM" i will -gyp LEVEL ALL GRID LEL ALL GROUNO 4INl .3' RAS 7S %� � � tai � Aoj TA SIM .... ,.. 011ei'! : � RADI4:k :.. ::` .. a�1C��3�r� ��8 ... I�z � 1. n -Mom.. ONE MAN -:ROCK -L ALL MEIERSAND BACKFLOW VEM 0E) C ARO NSr AK 71 NOT � fit" - I� T T� *TA L DR**W Y A 11f�A# c�A� NOT H, 6*- AIS A SA '� 16" C° Cf P AQ to I o M Ei. � UTUTY �� � T ? FAD ITS 4M ALri., MW E �OP OMAJUIN�I L.10407 = � Gite -E �I�A1 SHE Y�►� L YM!�kLt�Sp : 7W EWS AM K.IOF I "i FILL ME Sm r+I+ !� t� Y S"0 00 W : VAMPS DrmL. HYD RANT L OC T 0f N QU 0 EI NOV'*0 AND, 01STAP0 So IT f�T � MMI4MJ_ SE, EARI SOAS 70SUET RM�Q.6 E .I _ u` VOR" Cid + N t► L TEf A- 4 C T sm PIM _ 310.4 DMAMMENT : LN,. L. JNE TEE & ONE ' VALVE _ _ .. ' FI F:kE HYDRANT ASSEMBLY ie w �w MAJ 2010 PUBUC WORKS 3 4 COMP" M"CH_ _ _WATERMETER AMS NOTES: CONTRACTOR SHALL PROVIDE AND INSTALL A FEBCO RPBA MODEL 3 LFOW-DOSP OR APP ED EQUAL CONTRACTOR SHALL PROVIDE AND INSTALL HOT BOX® H83E—AL ENCLOSURES W/1500 WATT HEAT OR APPROVED EQUAL. 7 EXTENS4ONS .ARE E001REO WHEN VALVE NUT i'5 MORE. THAN �R ) BEET BELOW F1 N1�$ C GREE. E TENSION ARE TO BE MINIMUM. OF ONE ) `OOT LONG. ONLY ONE EXTENSION TO 8E 'USM PER VALVE. ITE; ALL EXTENSONS ARE TO: -PE MADE OF STE.8,SIZED AS NOTED AND P AtNT-ED VIT 1" OATS OF META -L PAIN MUM O 'SALVE BOAC; AMRKEA, OI T*go: ;pt - M .� D'lt NUT EXTE;S MARS 20.0 !• r OWN! 14 110 -09 SOIL uw*:40ma ON KNO Mr*04 7m t 22 low l �_ DAM* 11 — FM 0��llllllq_mwce CITY OF RENTON, NAVD 88 'gyp C11 Wipe AWovod by: Dote CITY OF RENTON CONTROL AWovod by: Date POINT N0. 1864 WAS HELD - • °by: FOR ELEVATION, BEING Dote 19.488 FEET (NAVD88) AWoved : Date 28527 'SFS oS T Ncu PROPERTY INC 420 ALM (MOOD RM CON°SHOMOCICEN, PA 19426 CONTACT: DVAWT E. SLATON CtNlS1wIJ MN MAMAGR P: (SM) &%-OM* CELL W-50-46239: cK N CONSULTMIG ENGINEERS 16215 72ND AVENIA SOUTH KENT, IMA Is= CONTACT: JAY GPM. PE (425)251-6222 �• I> �° � ,� a �� �,��'` ` > t� �HORIZONTAL AM��OCNNV��RIDMECD mw Im • i . � �. .IWM N 'I�f * .. i C-D:2-38"Y?33 �Aj-3s�v�o� • o� o � o gm �' O o 2 fes, p= o�� Z C!1 -gyp 7S W O CA O n O "-a 2 0 r.� J AAdFAk o� o � gm �' O N p= o�� Z C!1 Z 7S W O CA O O t m R7 l D �_J O Z 7S W O CA O D �_J w C. U V 0 W Z p� >Z WOO�wa. W J •— N W a C !Fill C C 0 a CITY +�Am o _►�rlimll � a r T.t . a Q 4 roc X DOLLARDS OF Iwo.s �n _Irr SOM omm I.� Lis To SAY U #I ca ACCES � } � _ LLJ U. Y.. iLu awvk , qp* DOAK TO -tSANTAR-TSEVCR�-S HAS A 4W Iw MIN. �.�r HEAT T _ x G. NOT I 0 M �' A� TK [ Y f , NA�1 A Y b�W-h� A � WAYS TO 0 YA A4, Pim, � J A �T—' — oly m AND irilll�`'!'m. U _ _ i kl T� � T 9 R T N�1 � PREA "Fi DEPAR`�NT FOR rn W aM} A P'AI! IE FW�I� PERMIT 15 "IQ. II � r (A V) Q. W � � 7) �. ,3 x %RLTH 'M OWNG ( AFS MAIN O"m PRI ti:J �R AL IST MORE �,+wr� ► �hT �� ` .— W 2. l tAA L Int 11YIIT At. i 4 � � 0 '. QA� . l it A 'I �_ CL �— I# ',iL,L iM'I SHADAc d- 4 tC @? 7 4, PST* AtT . 44 01W �F�R �T 5 -W M� Ftx 1H kM WEDoc R" splIxt ul U U UAON Arl. inti +�YPE I �- I TS QDA � IE A MR* 24 N VE JW _ USI` T 4r;� I � . gil t i1rlEtl P00 WC TM. ME SUPPM # RSI fT U5R. .. Wxkl 1 i r:'i4 �iw1'i tie'fi' X1-1 7 .+; :.: ! i�, roYY� y - �Am0*0 '.�.: WTW _ro. 0s�'.. I L 'k SEW 0 I��a'. .... ("t T`YPF). OUTS .L► _ _ CP - l DEPT it 1+#. US I J4i�1AY ` 00 I ' +T ' t P'1 5.0 I+ MAXIS # �C H R W fir; i co 0 i�AA���.�i� TSR �T >RI�'T �' VE ��ID TO � ' �T U�iNwE�Y � i " i # To ��AIM ; I r�i �;, I Sr CP �I - C TCN .� V C�PAF%"T 4wNT .& IiMA IINC N gar NN-A�..L. - s . c 420 Auw woc�o N a� . C WOE - '� �'Ci LARGE D �"�Cr�T`OR �Q. s41 ARTumEN, PA 1!426 �, y%. � WATER 1�4�� CST o __ _ _ _ VA .V A� .'1C �' �� ,` c CONTACT: DOWNT E. CdNS1RIJC1�Mdi MIS to CITY OF RENTON, NAVD 88 1O CffY W �. �y j �„ ( 4) &U-01 0: CELL 303 -SM -1623 CEA CSN, A. U) u'1 Ap�xoved by: Dote �. ":` � CALL 2 DAYSl F to 2'L � 2852 7 O t Mid C 6 11 2015 YOU CITY OF RENTON CONTROL � by Dote o,��, F�� S T E.��. �`�w N CONSULTM ENGINEERS �+ w, � DAA / / U15001266 s' 18215 72ND AVENUE SOUTH KENT, G � a POINT N0. 1864 WAS HELDApproved by: — " Dote �J S�D#YA EwG �r p �� 1 "=40' FOR ELEVATION, BEING a 4a EMGot °1�'01°�' �� SC ^� CONTACT: JAY GMM. PE 19.488 FEET (NAVD88) anted Dote 9'— 2/17—/,,;r (425)251-6222���� _,� 42 Owl" of p" wallim Cl 3A 70A C•� m o z �C z cx '*NlA m r5 ' n' z m m in Li ID m o '*NlA CD C ' - 1� M � O O in Li A rC) O J W y 446 wft4 m o 2 Z ' OuqZ CD �C C^ rn rC) O J W y m o g Y wz n 0 0 TO CRY STANDARDS by: Dote --�le'i���nN�e tenial 41e:�.�wm.�e�i��5'''�"■:r:.....�.�.� -���� 3 C Dole zo Fy -- - - -- DY � 0L sW o (D a N a n a 1'=60' O O 0 30 60 120 L0 Q w � 3 Q Z Z o � m a Z m 15 IL Cr w _ _. -- — i' FZ(L O J IS a w > O Y Y wz n 0 0 TO CRY STANDARDS by: Dote --�le'i���nN�e tenial 41e:�.�wm.�e�i��5'''�"■:r:.....�.�.� -���� 3 C Dole zo Fy -- - - -- DY w 0L o (D a n - CHECKED FOR COMPLIANCE , TO CRY STANDARDS by: Dote --�le'i���nN�e tenial 41e:�.�wm.�e�i��5'''�"■:r:.....�.�.� -���� 3 C Dole -- - - -- DY Dole a � a w O yj Q u � m N m 15 m � - CHECKED FOR COMPLIANCE , TO CRY STANDARDS by: Dote --�le'i���nN�e tenial 41e:�.�wm.�e�i��5'''�"■:r:.....�.�.� -���� 9y. Dole -- - - -- DY Dole u 15 _ _. -- — i' : IS 1 I ICal I -� ►� �_ - - 31 CB 29 f -;- I I0 �r ;� .�... . aopfrj® "� ��L►r_.��IGByyy�n rl.l J -� _ : _ �� 411111111111111114 LLL ♦ •ti I �0 14 Ij . 2 Cs 5.rl �♦L;-CS �i_Rii♦ -- It' 1♦ o • DRAINAGE_ T - •� • • - e C1.7-2 SANITARY �BEWER IMPROVEMENTS I ER I PROV- .:,. N No �♦ • - I� 1' N 64I 67L I ICB ICS TRENCH DMN B CEI. C8 10ss w ss ss u .. EX 36" SAN SEWER (KING CO. METRO) "_. •.fit,_.. ' ' - " _.;eerl: .. _ A8-B(!LT NOTE; VERTICAL. DATM THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY BARGHAVSEN CITY OF RENTON, NAVD 88 CONSULTING ENGINEERS AND HAS BEEN EDITED TO REFLECT FIELD VERIFIED INVERT AND RIM CALL 2 WORKING DAYS ELEVATIONS OF THE STORM, SANITARY SEWER AND WATER MAIN SYSTEMS. FIELD VERIFIED DIVERT AND RIM ELEVATIONS WERE OBTAINED BY DEACON AND NORTHWEST CONSTRUCTION IN AUGUST 2017. A BENCHMARK: BEFORE YOU DIG FIELD SURVEY BY BARGHAUSEN CONSULTING ENGINEERS WAS ALSO CONDUCTED IN OCTOBER 2017. CITY OF RENTON CONTROL THE ON-SITE PRIVATE STORM DRAINAGE FACILITIES AND PUBLIC/PRNATE WATER AND SEWER' SYSTEMS POINT. NO. 1864 WAS HELD p pp�H4 WERE INSTALLED IN ACCORDANCE WITH THE APPROVED PIANS AND THE DOCUMENTED FIELD FOR ELEVATION, BEING 2 plT REVISIONS AND FUNCTION AS INTENDED. 19.488 FEET (NAVD88) AS—BUILT IKEA PROPERTY INC 420 ALAN WOOD ROOD CONSHOHOCKEN. PA 19428 CONTACT: DOW E. SLATON CONSTRUCTION MANAGER P: (610) 1IN-01611: CEI. 303-519-4633 E: Dw..,Ta ATM9K eEpM ENGINEER B.CRCRAUSEN CONSULTING ENGINEERS 18215 72ND AVENUE SOUTH KENT. WA 98032 CONTACT: JAY GRUBS. PE (425)251-6222 A. w H-. CITY OF RENTON f�EPARTMENT OP PUBLIC WORKS OVERALL UTILITY PLAN BCAIE 1.-�. S-384705 W-384707 R-3947120 C w 91. CHECKED FOR COMPLIANCE TO CRY STANDARDS by: Dote 9y. Dole DY Dole IKEA PROPERTY INC 420 ALAN WOOD ROOD CONSHOHOCKEN. PA 19428 CONTACT: DOW E. SLATON CONSTRUCTION MANAGER P: (610) 1IN-01611: CEI. 303-519-4633 E: Dw..,Ta ATM9K eEpM ENGINEER B.CRCRAUSEN CONSULTING ENGINEERS 18215 72ND AVENUE SOUTH KENT. WA 98032 CONTACT: JAY GRUBS. PE (425)251-6222 A. w H-. CITY OF RENTON f�EPARTMENT OP PUBLIC WORKS OVERALL UTILITY PLAN BCAIE 1.-�. S-384705 W-384707 R-3947120 C w 91. w a wZ n o w a oo z x H y, 2 - 12" GATE VALVES (MJ) ❑D z 0 { IFr W.y � Y4.1 a rn H ® o USED c � 91 EX WATER ELEVATIONS ARE ESTIMATED. Oj STA 13+35.8 O STA 16+90 1- 12" X 10" TEE (MJ X FL) " a rc G V 0 in t -- z I n s z x � 2 - 12" GATE VALVES (MJ) ❑D CUT -IN EXISTING WATER MAIN. A t -- z I n s z x � 2 - 12" GATE VALVES (MJ) ❑D CUT -IN EXISTING WATER MAIN. x { I ❑j xa ® N USED PLAN 12" CL 52 LENGTH AS REQUIRED 2 - INDICATOR POSTS (3FT ABOVE GRADE). TAMPER EX WATER ELEVATIONS ARE ESTIMATED. Oj STA 13+35.8 O STA 16+90 1- 12" X 10" TEE (MJ X FL) " BENDS (MJ z MJ) .� SERVICE TO IKEA AT 12" MAIN LINE. COR STD DTL M m t WATER V VE 3 )TA: 11+35.7 W IW mlW1- W --- I W W 3 /5' -EX 12" WM 11 f/4" VERT BEND LF Q RECIPROCAL INGRESS, NEW 15 FT. WATER EGRESS PARKING MAIN EASEMENT EASEMENTT ,i HYD � W/6' BURRY REC N0.20000228000507 STA: 11+36.01, 6.01 _ r_7 I ' O �eW a3j4-a-I W W �-a3ZiY.,.._ _J WATERLINE EASEMENT REONO.8109020546 W WATER/H W/12" GV - MAINTAIN 7.5' CLEAR SEPARI BETWEEN ATER AND STORM II -w1 -- 12" GATE COUPLING VALVE( FL) © 2 - 12" GATE VALVES (MJ) ❑D CUT -IN EXISTING WATER MAIN. 11 2 - 10" 45' VERTICAL 1- 6" DI SPOOL (18" MIN) ❑j CUT AND CAP EXISTING 2" WATER ® NOT USED PLAN 12" CL 52 LENGTH AS REQUIRED 2 - INDICATOR POSTS (3FT ABOVE GRADE). TAMPER EX WATER ELEVATIONS ARE ESTIMATED. Oj STA 13+35.8 O STA 16+90 1- 12" X 10" TEE (MJ X FL) " BENDS (MJ z MJ) .� SERVICE TO IKEA AT 12" MAIN LINE. COR STD DTL 1-F.H. ASSEMBLY PER CITY STD. 12° GATE SWITCH MONITORED - SEE FIRE PROTECTION PLANS VALVE (MJ X 2-12" SOLID SLEEVES (MJ) ELEVATIONS PRIOR TO CONSTRUCTION TOP NEW 10" WM = 15.2 TOP NEW 12" WM = 15.10 4 LF - 10" DI SPOOL STD DTL 330.2 CAUTION! ADJACENT ALLIANCE PACKAGING COR STD OTL 330.2 ` `g 12° CL 52 LENGTH AS REQUIRED 1-10" GATE VALVE (FL X FL) m WATER SERVICE IS TO REMAIN.8m EX. ALLIANCE PACKAGING BUILDING AND (2) WATER VALVE WATER METERS EX WATER SERVICE OF F FSTT CL 52 TO _FDCABV. RECORD DRAWING NO W -500B TOP NEW W 6" WM = 15.0 TOP NEW 6" WM = 15.0 2- 10" 45' VERTICAL BEND (FL X MJ) FPSV "UI401VGL-kJ ON SITE WATER PIAN YA STA 16+51 6 STA 16+51 Q O ' El PER PLAN SHEET FP 800. FIELD VERIFY PIPEDE PAINT MARKS, NOT FPSV 1- 10" DI SPOOL (18° MIN) 114GS BUSINESS PARK BUILDINGS 1,2,AND 3. AS -BUILT DATED OCT E%. 24" STORM DRAIN IE = 15.1 +/- EX 8" SS TOP = 15.14 AS -BUILT IKEA PROPERTY INC 0 NOT USED m SHOWN ON 19. 1978 TOP NEW 10" WM = 13.6 IE NEW 10" WM = 16.64 ROAD ALAN �N, Rpee LENGTH AND LOCATION FDC. MIN 3 FT CLEAR OF z 10" CL 52 LENGTH AS SHOWN ON PLAN L I " - - j RECORDS) +/ 19 EX. WATER MAIN CONNECTION SEPARATE PERMIT OBSTRUCTIONS. OBSTRUCTIONS. 1-10" DDCVA AS PER CITY STD PLAN 360.20 (SEPARATE z 0 4y REQUIRED. --' " ER VALVE32 EX ` WATERLINE EASEMENTPROTEC PERMIT, DESIGN BY OTHERS - WA. STATE FIRE MARSHALL EX 12" {{II� (FfI�RO RE 0 N T 6 CUT INTO EX 12" DI WATER WEST SHOWN ® CUT -IN EXISTING WATER MAIN. LF, ENT AL 15' `jl I 5H N U CERTIFIED SPRINKLER DESIGNER) O WATER CUT -IN EXISTING WATER MAIN. RIM ELEVATIONS WERE OBTAINED BY DEACON AND NORTHWEST CONSTRUCTION IN AUGUST 2047. A BENCHMARK' W. P qe' 2 27 `'& 2 - 12" X 12" TEES (FL) 11 CUT -IN 1- 12" X 6" TEE (MJ X FL) WATER 'CONCRETE THRUST BLOCKS AS PER COR STD DTL 330.2 IV TE STORMDMWITHETHEIIUTIES N PUBUC/PRIVATEAND SEWER SYSTEMS POINT NO. 1864 WAS HELD Appro M fS7pWA TE HGa��� 18215 72ND AVENUE SOUTH KEN. THE OINSTALLED I- 12" X 6" TEE (MJ X FL) E\. 12' WATER 2 - 12" GATE VALVES (FL X MJ) 2-12" SOLID SLEEVES (MJ) ll - --- THE DATER Dole FOR ELEVATION, BEING WA 58032 2-12" SOLID SLEEVES (MJ) ELD VERIFYL _ _ - - - - t - 12" GATE VALVES (FL X FL) 817 REVISIONS AND FUNCTION AS INTENDED. 19.488 FEET (NAVD88) ApOrove4 DMa 4pN.014 CONTACT: ,AY GRUBB. PE 1-6" GATE VALVE (FL X R)10 _ _ - - _ - LL 1-6" GATE VALVE (MU X FL) 2 - 12" MJ COUPLING LONG PATTERN SLEEVE - - 2- 6" 45 VERTICAL BEND (FL X MJ) - - _ - -- NOT USED - - - _wrw WATER V VE 3 )TA: 11+35.7 W IW mlW1- W --- I W W 3 /5' -EX 12" WM 11 f/4" VERT BEND LF Q RECIPROCAL INGRESS, NEW 15 FT. WATER EGRESS PARKING MAIN EASEMENT EASEMENTT ,i HYD � W/6' BURRY REC N0.20000228000507 STA: 11+36.01, 6.01 _ r_7 I ' O �eW a3j4-a-I W W �-a3ZiY.,.._ _J WATERLINE EASEMENT REONO.8109020546 W WATER/H W/12" GV - MAINTAIN 7.5' CLEAR SEPARI BETWEEN ATER AND STORM II -w1 12° MJ 12" GATE COUPLING VALVE( FL) 12" MJ O IN 6" CL 52 LENGTH AS SHOWN ON 1 - 12" DI SPOOL 18" MIN LENGTH 3 1- 6" DI SPOOL (18" MIN) UTUN ELEV. CONRKT RESMUnON PLAN 12" CL 52 LENGTH AS REQUIRED 6" CL 52 LENGTH AS SHOWN ON PLAN EX WATER ELEVATIONS ARE ESTIMATED. Oj STA 13+35.8 O STA 16+90 " .� 1-F.H. ASSEMBLY PER CITY STD. CONCRETE THRUST BLOCKS AS PER COR STD DTL 1-F.H. ASSEMBLY PER CITY STD. 12° GATE VALVE (MJ X CONCRETE THRUST BLOCKS AS PER 330.2 ELEVATIONS PRIOR TO CONSTRUCTION TOP NEW 10" WM = 15.2 TOP NEW 12" WM = 15.10 CONCRETE THRUST BLOCKS AS PER COR STD DTL 330.2 SCHE41ATIC DETAIL 175 COR STD OTL 330.2 ` `g m OFF S17k eU EX. ALLIANCE PACKAGING BUILDING AND (2) WATER VALVE WATER METERS EX WATER SERVICE OF F FSTT RECORD DRAWING NO W -500B TOP NEW W 6" WM = 15.0 TOP NEW 6" WM = 15.0 ( OINC FPSV "UI401VGL-kJ ON SITE WATER PIAN YA STA 16+51 6 STA 16+51 Q O ' ul PAINT MARKS, NOT FPSV 114GS BUSINESS PARK BUILDINGS 1,2,AND 3. AS -BUILT DATED OCT E%. 24" STORM DRAIN IE = 15.1 +/- EX 8" SS TOP = 15.14 AS -BUILT IKEA PROPERTY INC In m SHOWN ON 19. 1978 TOP NEW 10" WM = 13.6 IE NEW 10" WM = 16.64 ROAD ALAN �N, Rpee z L I " - - j RECORDS) +/ o EX. WATER MA HOLE HYD. W/8' BURY FT. A8-BUl.T 1407D YBRICAL DATUM CFfCI® FOR COMPLIANCE,\W CONTACT: DWIGHT E. SLAION $ z 0 4y _ 2 ( - (2) 45' VERT BENDS MAIN 4;NE5 --' " ER VALVE32 EX ` WATERLINE EASEMENTPROTEC I I EX 12" {{II� (FfI�RO RE 0 N T 6 R_EC.NO 8709020546 WEST SHOWN (P INT UNE NOT ON AS BUILT) LF, ENT AL 15' `jl I 5H N U ) 00 O WATER V RIM ELEVATIONS WERE OBTAINED BY DEACON AND NORTHWEST CONSTRUCTION IN AUGUST 2047. A BENCHMARK' W. P qe' 2 27 `'& LL 9 31 LF 4+ .6. I_ 12" WATER VALVE 11 CUT -IN WATER FIELD SURVEY BY BARGHAUSEN CONSULTING ENGINEERS WAS AL50 CONDUCTED IN OCTOBER 2017. CITY OF RENTON CONTROL App4oVe4 0Y: Doh A. BMiGHAUSEN CONSULTING ENGINEERS BEFORE YOU DIG - - IV TE STORMDMWITHETHEIIUTIES N PUBUC/PRIVATEAND SEWER SYSTEMS POINT NO. 1864 WAS HELD Appro M fS7pWA TE HGa��� 18215 72ND AVENUE SOUTH KEN. THE OINSTALLED E\. 12' WATER VALVE, I I WATER V VE 3 )TA: 11+35.7 W IW mlW1- W --- I W W 3 /5' -EX 12" WM 11 f/4" VERT BEND LF Q RECIPROCAL INGRESS, NEW 15 FT. WATER EGRESS PARKING MAIN EASEMENT EASEMENTT ,i HYD � W/6' BURRY REC N0.20000228000507 STA: 11+36.01, 6.01 _ r_7 I ' O �eW a3j4-a-I W W �-a3ZiY.,.._ _J WATERLINE EASEMENT REONO.8109020546 W WATER/H W/12" GV - MAINTAIN 7.5' CLEAR SEPARI BETWEEN ATER AND STORM II -w1 12° MJ 12" GATE COUPLING VALVE( FL) 12" MJ O IN COUPLING 3 UTUN ELEV. CONRKT RESMUnON EX WATER ELEVATIONS ARE ESTIMATED. Oj STA 13+35.8 O STA 16+90 " .� TEE (FL) CONTRACTOR SHALL FIELD VERIFY EX. 15" STORM DRAIN IE = 16.7 +/- NEW 15" STORM DRAIN IE = 16.6 +/- 12° GATE VALVE (MJ X ELEVATIONS PRIOR TO CONSTRUCTION TOP NEW 10" WM = 15.2 TOP NEW 12" WM = 15.10 EX FL) SCHE41ATIC DETAIL 175 -�- ^ Wu..�_1F W 4V W y w _3vi -- - - _ $ EX 12" W40 LF3 15' 87 LF / 5 MAIN EASEMENT ® 7 � IKEA I�'B` I�NWSIIDAW�E BUILDING INSTALL OF BACKFLOW PREVENTIO FF EL=25.0 AT PLAN RSHEET TFPSOONBY 0 HERSE FIRE PROTECTION 6r (W 12" SOLID SLEEVES (MJ) 12" X 6" -W - TEE (MJ X FL) 6" GATE VALVE (MJ X FL) F.H SCHEMA 71C DETAIL M3 mP�GHq(tpS�Z s Py. GXT/N0 ENG\N�4c Ed CITY OF RENTON EDEPAPT MENT OF PUBLIC WORKS WATER MAIN IMPROVEMENTS 1"=40' W-384708 R-3947123 (0 TD N 0 to INC L� cr_ TLT w W d (0 Z O W U m FINISH GRADE 0- EX. WATER LINEialro Ez. GRADE O IN UTUN ELEV. CONRKT RESMUnON EX WATER ELEVATIONS ARE ESTIMATED. Oj STA 13+35.8 O STA 16+90 CONTRACTOR SHALL FIELD VERIFY EX. 15" STORM DRAIN IE = 16.7 +/- NEW 15" STORM DRAIN IE = 16.6 +/- ELEVATIONS PRIOR TO CONSTRUCTION TOP NEW 10" WM = 15.2 TOP NEW 12" WM = 15.10 EX WATER MANHOLE STA 14+14.6 STA 1 ® O ` `g m REFERENCE CITY OF RENTON EX. 7 STORM DRAIN IE = 76.5 +/- NEW 155"" STORM DRAIN IE = 16.5 +/- ' RECORD DRAWING NO W -500B TOP NEW W 6" WM = 15.0 TOP NEW 6" WM = 15.0 p ON SITE WATER PIAN YA STA 16+51 6 STA 16+51 Q O ' ul 114GS BUSINESS PARK BUILDINGS 1,2,AND 3. AS -BUILT DATED OCT E%. 24" STORM DRAIN IE = 15.1 +/- EX 8" SS TOP = 15.14 AS -BUILT IKEA PROPERTY INC In m 19. 1978 TOP NEW 10" WM = 13.6 IE NEW 10" WM = 16.64 ROAD ALAN �N, Rpee z j XISTING STORM DRAIN (' WEST OF WATER LINE) +/ o EX. WATER MA HOLE m A8-BUl.T 1407D YBRICAL DATUM CFfCI® FOR COMPLIANCE,\W CONTACT: DWIGHT E. SLAION $ z 0 CONI VANAGIrR THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY BARGHAUSEN CIN OF RENTON, NAVD 88 TO CRY STANDARDS EX WATER M14HOLE I I EX 12" WA ER VALVE LINE WEST SHOWN (P INT UNE NOT ON AS BUILT) > yj O z I` RIM ELEVATIONS WERE OBTAINED BY DEACON AND NORTHWEST CONSTRUCTION IN AUGUST 2047. A BENCHMARK' W. P qe' 2 27 `'& LL EX. 12" WATER VALVE NEW CUT -IN 9 FIELD SURVEY BY BARGHAUSEN CONSULTING ENGINEERS WAS AL50 CONDUCTED IN OCTOBER 2017. CITY OF RENTON CONTROL App4oVe4 0Y: Doh A. BMiGHAUSEN CONSULTING ENGINEERS BEFORE YOU DIG - - IV TE STORMDMWITHETHEIIUTIES N PUBUC/PRIVATEAND SEWER SYSTEMS POINT NO. 1864 WAS HELD Appro M fS7pWA TE HGa��� 18215 72ND AVENUE SOUTH KEN. THE OINSTALLED E\. 12' WATER VALVE, I I ll - --- THE DATER Dole FOR ELEVATION, BEING WA 58032 E% 12' DII�iF - - - - III-INIJ1 ELD VERIFYL _ _ - - - - - _ 817 REVISIONS AND FUNCTION AS INTENDED. 19.488 FEET (NAVD88) ApOrove4 DMa 4pN.014 CONTACT: ,AY GRUBB. PE _ _ - - _ - LL - - - - - - - - _ - -- - - - _wrw _- - - - - - 8 l_l EX. 12" DI WATER FINISH EEEVATION. O ELEVATION EK ..ELEVATION O X -IN 8 12" IE - 17.6 TOP . 16.9 - X= 6 SS IE = TOP -151 14.6 EW CUT -IN 5 -. NEW CUT -1 3 X - TNG EX: 24 S NEW 30" IE- D IE 14.39 - 14.39 E% f21 DI WA R EX. LINE NEW CUT -I 9 E%, WATER LINE 1Y WM IE = 16 0 n m Om nu rw vl "1 nmN o'$N NamN ^N �H - rvm aHQ nN.�N na Nry1tOV n_rnry+o Q, -_ ,ory 1V N�o OWOo N ry - mP�GHq(tpS�Z s Py. GXT/N0 ENG\N�4c Ed CITY OF RENTON EDEPAPT MENT OF PUBLIC WORKS WATER MAIN IMPROVEMENTS 1"=40' W-384708 R-3947123 (0 TD N 0 to INC L� cr_ TLT w W d (0 Z O W U m 9+5D D+00 TF+00 12+00 15+00 14+00 15+00 15+05 17+00 18+00 le UTUN ELEV. CONRKT RESMUnON EX WATER ELEVATIONS ARE ESTIMATED. Oj STA 13+35.8 O STA 16+90 CONTRACTOR SHALL FIELD VERIFY EX. 15" STORM DRAIN IE = 16.7 +/- NEW 15" STORM DRAIN IE = 16.6 +/- ELEVATIONS PRIOR TO CONSTRUCTION TOP NEW 10" WM = 15.2 TOP NEW 12" WM = 15.10 oz ` STA 14+14.6 STA 1 ® O ` `g m REFERENCE CITY OF RENTON EX. 7 STORM DRAIN IE = 76.5 +/- NEW 155"" STORM DRAIN IE = 16.5 +/- ' RECORD DRAWING NO W -500B TOP NEW W 6" WM = 15.0 TOP NEW 6" WM = 15.0 p ON SITE WATER PIAN YA STA 16+51 6 STA 16+51 Q O ' ul 114GS BUSINESS PARK BUILDINGS 1,2,AND 3. AS -BUILT DATED OCT E%. 24" STORM DRAIN IE = 15.1 +/- EX 8" SS TOP = 15.14 AS -BUILT IKEA PROPERTY INC In m 19. 1978 TOP NEW 10" WM = 13.6 IE NEW 10" WM = 16.64 ROAD ALAN �N, Rpee z j CONSIpOHOCKE420 AS -BUILT DATED: 72 -15 -ton 3P�atS pg PA 19428 o d m A8-BUl.T 1407D YBRICAL DATUM CFfCI® FOR COMPLIANCE,\W CONTACT: DWIGHT E. SLAION $ z 0 CONI VANAGIrR THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY BARGHAUSEN CIN OF RENTON, NAVD 88 TO CRY STANDARDS 4 CONSULTING ENGINEERS AND HAS BEEN EDITED TO REFLECT FIELD VERIFIED INVERT ANO RIM `< P (610 834-0180; MUL 303-549-4623 z CALL 2 WORKING DAYS ELEVATIONS OF THE STORM, SANITARY SEWER AND WATER MAIN SYSTEMS. FIELD VERIFIED INVERT AND App4o e4 M Dole E: ONG TsuTx 0zeamu > yj O z I` RIM ELEVATIONS WERE OBTAINED BY DEACON AND NORTHWEST CONSTRUCTION IN AUGUST 2047. A BENCHMARK' W. P qe' 2 27 `'& LL 0= r FIELD SURVEY BY BARGHAUSEN CONSULTING ENGINEERS WAS AL50 CONDUCTED IN OCTOBER 2017. CITY OF RENTON CONTROL App4oVe4 0Y: Doh A. BMiGHAUSEN CONSULTING ENGINEERS BEFORE YOU DIG IV TE STORMDMWITHETHEIIUTIES N PUBUC/PRIVATEAND SEWER SYSTEMS POINT NO. 1864 WAS HELD Appro M fS7pWA TE HGa��� 18215 72ND AVENUE SOUTH KEN. THE OINSTALLED z THE DATER Dole FOR ELEVATION, BEING WA 58032 817 REVISIONS AND FUNCTION AS INTENDED. 19.488 FEET (NAVD88) ApOrove4 DMa 4pN.014 CONTACT: ,AY GRUBB. PE +- (425)251-6222 mP�GHq(tpS�Z s Py. GXT/N0 ENG\N�4c Ed CITY OF RENTON EDEPAPT MENT OF PUBLIC WORKS WATER MAIN IMPROVEMENTS 1"=40' W-384708 R-3947123 (0 TD N 0 to INC L� cr_ TLT w W d (0 Z O W U m co co N O 0 I=) 14 .c G cz i 3 z CONNECT DOMESTIC WATER TO BUILDING r PLUMBING. CONFIRM DIAMETERS AND I LOCATION WITH BUILDING PLUMBING PLANS II VIII: 3 p . 20 ., :, p. �_�- �� z CONNECT DOMESTIC WATER TO BUILDING r PLUMBING. CONFIRM DIAMETERS AND I LOCATION WITH BUILDING PLUMBING PLANS . 3 p i. SC4ZZ" 1 = Z', FT 25 z CONNECT DOMESTIC WATER TO BUILDING r PLUMBING. CONFIRM DIAMETERS AND I LOCATION WITH BUILDING PLUMBING PLANS ❑1 8" WET TAP 1-8 GATE VALVE (FL X MJ) CONCRETE THRUST BLOCKS AS PER COR STD DTL 330.2 ❑ 8" CL 52 DI LENGTH AS NOTED 0 1- 8" X 6" TEE (MJ) I- 6" GATE VALVE (FL X MJ) 1-8" MJ PLUG 1- 6" CL 52 DI SPOOL 3 FT MIN 1- F.H. ASSY. AS PER COR STD DTL 310.10 CONCRETE THRUST BLOCKS AS PER COR STD DTL 330.2 ®CUT -IN EXISTING WATER MAIN. ® 4- RPBA AND HOTBOX AS PER 1- 12" X 4" TEE (FL) COR STD DTL 350.2. SEPARATE 2- 12" GATE VALVES (FL X MJ) PERMIT 2- 12- SLEEVES (MJ) 9 NOT USED 1-4 GATE VALVE (MJ) ❑ CONCRETE THRUST BLOCKS AS PER CDR STD DTL 330.2 ❑S 4" CL 52 DI LENGTH AS NOTED ©3" WATER METER AS PER COR STD 10 NOT USED DTL 320.4 3" X 4" COUPLES AND ADAPTORS AS REQ'D. ❑4" BYPASS LINE, PIV ETC ALL PER 11 NOT USED COR STD DTL 320.4 12 EXISTING VALVE MANHOLES, VALVE BOXES TO BE ADJUSTED TO MATCH FINISH GRADE ELEVATIONS (TYPICAL) 13 2" WATER METER AND SERVICE AS PER COR STD DTL 320.3 (METER SUPPLIED AND INSTALLED BY COR) FOR LANDSCAPE IRRIGATION SERVICE. WITH 2" DOUBLE CHECK VALVE ASSY AS PER COR STD DTL 340.8 LOCATE ON IKEA PROPERTY (SEE LANDSCAPE SHEET L-16) q EXISTING (2") DOMESTIC METER AND SERVICE TO DEMOLISH AS A PART OF PHASE 5. COORDINATE WITH CONSTRUCTION MANAGER AND COR PUBLIC WORKS DEPT. INSTALL PLUG/BLIND FLANGE AT VALVE NEXT TO MAN CE PLANTER HOTBOX MODEL HB3E-A. (AHEAD OF SECTION CUT) (29) 8 MP 1 3' WIDE VAULT LID { -' 4'-8- VAYLT WIDTH Ij �ATER METER VAUL 6 } CornT/nN R" 4" 4" PIV (BLUE) 15' \ FiT j CURB SCHEW71C`iDI�EEMIL "A' oCi V. . i. SC4ZZ" 1 = Z', FT PROPOSED 15 FT. WATER MAN EASEMENT � ' L. ,' FINISH GF kDE O ' Itn.LSJ•7,Stn44J7i•� '' M� __+` 'G/� I __ I� �■11 r_I 1 ,I♦ III■ ■ II 9 EX. WATER 12 EX. WATER MANHOLE �. _� _ ►�'= �i�i o �� o ( nihil �'l! WATER LINE MANHOLE ii - LI EX. WATER AVNH LE _ .YI DR � _ 2 ❑1 8" WET TAP 1-8 GATE VALVE (FL X MJ) CONCRETE THRUST BLOCKS AS PER COR STD DTL 330.2 ❑ 8" CL 52 DI LENGTH AS NOTED 0 1- 8" X 6" TEE (MJ) I- 6" GATE VALVE (FL X MJ) 1-8" MJ PLUG 1- 6" CL 52 DI SPOOL 3 FT MIN 1- F.H. ASSY. AS PER COR STD DTL 310.10 CONCRETE THRUST BLOCKS AS PER COR STD DTL 330.2 ®CUT -IN EXISTING WATER MAIN. ® 4- RPBA AND HOTBOX AS PER 1- 12" X 4" TEE (FL) COR STD DTL 350.2. SEPARATE 2- 12" GATE VALVES (FL X MJ) PERMIT 2- 12- SLEEVES (MJ) 9 NOT USED 1-4 GATE VALVE (MJ) ❑ CONCRETE THRUST BLOCKS AS PER CDR STD DTL 330.2 ❑S 4" CL 52 DI LENGTH AS NOTED ©3" WATER METER AS PER COR STD 10 NOT USED DTL 320.4 3" X 4" COUPLES AND ADAPTORS AS REQ'D. ❑4" BYPASS LINE, PIV ETC ALL PER 11 NOT USED COR STD DTL 320.4 12 EXISTING VALVE MANHOLES, VALVE BOXES TO BE ADJUSTED TO MATCH FINISH GRADE ELEVATIONS (TYPICAL) 13 2" WATER METER AND SERVICE AS PER COR STD DTL 320.3 (METER SUPPLIED AND INSTALLED BY COR) FOR LANDSCAPE IRRIGATION SERVICE. WITH 2" DOUBLE CHECK VALVE ASSY AS PER COR STD DTL 340.8 LOCATE ON IKEA PROPERTY (SEE LANDSCAPE SHEET L-16) q EXISTING (2") DOMESTIC METER AND SERVICE TO DEMOLISH AS A PART OF PHASE 5. COORDINATE WITH CONSTRUCTION MANAGER AND COR PUBLIC WORKS DEPT. INSTALL PLUG/BLIND FLANGE AT VALVE NEXT TO MAN CE PLANTER HOTBOX MODEL HB3E-A. (AHEAD OF SECTION CUT) (29) 8 MP 1 3' WIDE VAULT LID { -' 4'-8- VAYLT WIDTH Ij �ATER METER VAUL 6 } CornT/nN R" 4" 4" PIV (BLUE) 15' \ FiT j CURB SCHEW71C`iDI�EEMIL "A' oCi V. REFERENCE CITY OF RENTON RECORD DRAWING NO W-5008 ON SITE WATER PLAN BENAROYA BUSINESS PARK BUILDINGS 1,2,AND 3. AS -BUILT DATED OCT 19, 1978 AS -BOLT NOTE THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY BARGHAUSEN CONSULTING ENGINEERS AND HAS BEEN EDITED TO REFLECT FIELD VERIFIED INVERT AND RIM CALL 2 WORKING DAYS ELEVATIONS OF THE STORM, SANITARY SEWER AND WATER MAN SYSTEMS, FIELD VERIFIED INVERT AND RIM ELEVATIONS WERE OBTAINED BY DEACON AND NORTHWEST CONSTRUCTION IN AUGUST 2017. A BEFORE YOU DIC. FIELD SURVEY BY BARGHAUSEN CONSULTING ENGINEERS WAS ALSO CONDUCTED IN OCTOBER 2017. THE ON-SITE PRIVATE STORM DRNNAGE FACILITIES AND PUSUC/PRNATE WATER AND SEWER SYSTEMS p� WERE INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS AND THE DOCUMENTED FIELD VII REVISIONS AND FUNCTION AS INTENDED. , , , , !" r . a.w_, AS -BUILT IKEA PROPERTY y S. c 420 ALAN WOODROADG14AV(� AS -BUILT DATED: 12-15-2017 �P 6I AS 6B CONSHOHOCKEN, PA 19428 VERnCAL DATW F ti� CONTACT: DWIGHT E. SLATON Y CITY OF RENTON, NAVD 88 TO CITY STANDARDCONSTRUCTION MANAGERB P: (610) 834-01Wa ccu M -549-46n Apprp Ory: Date E: �TRebusg'n a„ CITY BENCHMARK: EERENTON CONTROL Approved Nr: Date z] o ¢� ENGINEER. ,p f S1E0.E \�'v 1821G5 ]2ND CON AVENUE SOUTH ENGINEERS 'A 9 POINT N0. 1864 WAS HELD Approved 6Y Date 9j0NgL EHG /�'' % FOR ELEVATION, BEING WA 98032 r%N INE 19.488 FEET (NAVD88) AppmwXI by, Date �,CONTACT: JAY GRUBB, PE OENG (425)251-6222 073 u CITY OF RENTON [DEPARTMENT Of= PUBLIC WORKS WATER MAIN IMPROVEMENTS i.=AKI. W-384709 R-3947124 07 N O Z> mw H ir Lu Ll 0 9 O z O 3 W U m . i. SC4ZZ" 1 = Z', FT PROPOSED 15 FT. WATER MAN EASEMENT L. FINISH GF kDE O 9 EX. WATER 12 EX. WATER MANHOLE E%. GRADE ® WATER LINE MANHOLE ii - _ - EX. WATER AVNH LE _ _ 2 NEW CUT -I 1 EX. ATER VALVE O (NO SHOWN ON III EX. 12" WATER VALVE EX. 120 -WATER VALVE _ - _ ASB _ ILT - _ ) _ _ 12" EX.- D (EIEC- VERIFY) _ - _ - EX. - - 12" UI (FIELD V IFY) _ - _ - - - - - _ _ _ _ _. _- _ _ -D - - - _ - - _ - - I- _ _ %ING7NEW 15 SO iE = 1]15. 185D IE=1].912 SDIE = 161 WM TOP = 151 E . 12"x 6" TEE, 12 WM TOP = 15112 12" DI TER EX IY DI WM TOP 151 FINISH ELEVATION ®f2" E%. WATER UNE CUT -IN❑,.., E% ELEVATION 6 GV TOE%. - WATER LINE '.. NEW CUT IN® EX. WATER LINE T HYDRAN a oNr ma nNsN MryoN mN°pt�`• mOO ,O�Or _ "' as m$�Nry " m^air vE l m - bom P O$ m 04 N-gN NaN N-o(J OO NN _ 0 1V O O ry Oy, OM 0mo REFERENCE CITY OF RENTON RECORD DRAWING NO W-5008 ON SITE WATER PLAN BENAROYA BUSINESS PARK BUILDINGS 1,2,AND 3. AS -BUILT DATED OCT 19, 1978 AS -BOLT NOTE THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY BARGHAUSEN CONSULTING ENGINEERS AND HAS BEEN EDITED TO REFLECT FIELD VERIFIED INVERT AND RIM CALL 2 WORKING DAYS ELEVATIONS OF THE STORM, SANITARY SEWER AND WATER MAN SYSTEMS, FIELD VERIFIED INVERT AND RIM ELEVATIONS WERE OBTAINED BY DEACON AND NORTHWEST CONSTRUCTION IN AUGUST 2017. A BEFORE YOU DIC. FIELD SURVEY BY BARGHAUSEN CONSULTING ENGINEERS WAS ALSO CONDUCTED IN OCTOBER 2017. THE ON-SITE PRIVATE STORM DRNNAGE FACILITIES AND PUSUC/PRNATE WATER AND SEWER SYSTEMS p� WERE INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS AND THE DOCUMENTED FIELD VII REVISIONS AND FUNCTION AS INTENDED. , , , , !" r . a.w_, AS -BUILT IKEA PROPERTY y S. c 420 ALAN WOODROADG14AV(� AS -BUILT DATED: 12-15-2017 �P 6I AS 6B CONSHOHOCKEN, PA 19428 VERnCAL DATW F ti� CONTACT: DWIGHT E. SLATON Y CITY OF RENTON, NAVD 88 TO CITY STANDARDCONSTRUCTION MANAGERB P: (610) 834-01Wa ccu M -549-46n Apprp Ory: Date E: �TRebusg'n a„ CITY BENCHMARK: EERENTON CONTROL Approved Nr: Date z] o ¢� ENGINEER. ,p f S1E0.E \�'v 1821G5 ]2ND CON AVENUE SOUTH ENGINEERS 'A 9 POINT N0. 1864 WAS HELD Approved 6Y Date 9j0NgL EHG /�'' % FOR ELEVATION, BEING WA 98032 r%N INE 19.488 FEET (NAVD88) AppmwXI by, Date �,CONTACT: JAY GRUBB, PE OENG (425)251-6222 073 u CITY OF RENTON [DEPARTMENT Of= PUBLIC WORKS WATER MAIN IMPROVEMENTS i.=AKI. W-384709 R-3947124 07 N O Z> mw H ir Lu Ll 0 9 O z O 3 W U m (p (o BACK CURB) F.H. ASSEMBLY y44 Moo • p ocs M. (MJ) A O p p. p 0 LOLO W mG, pp p•i fl Nm TI; p CI'EUC® FOR CONPLIAHCE ti O CIN OF RENTON, NAVD 88 ¢WL F o_ Z CFF " t p❑fl NOT TO SCALE WUN' O Approml Cry: Date J GB 7 RAIN GARDEN OUTLET A WET POND OUTLET B p❑p ENGINEER: CITY OF RENTON CONTROL APprove0 by-. w CB 24 POINT 1864WAS HELD 1 SHEET WET POND OUTLET A f 7OgAL ENA Alt 18215 D AVENUE SOUTH KENT, FOR ELEVATION, ❑p ROW AS PER _\-� DEEDS& Approved 6. — F ❑1 NOT USED Q NOT USED MATCHLINE: SEE SHEET C1.7-5 A N m CB 86 CB 67 CB 5./ CB 5 CB 29 ©NEW FIRE HYD ASSY. CB pp ( pj ❑ LLII m J 68 6 WATER re m —1 V I LI L./ v LI v A I I I I 11 U U U U BACK CURB) F.H. ASSEMBLY 6 90' BEND Moo • p ocs M. (MJ) A O p p. p 0 mwC� ❑ ❑ mG, pp p•i fl Nm ❑ ❑ p CI'EUC® FOR CONPLIAHCE ti O CIN OF RENTON, NAVD 88 GB 70 1 o_ p❑p� 9 8 p❑fl NOT TO SCALE WUN' Approml Cry: Date GB 7 RAIN GARDEN OUTLET A WET POND OUTLET B p❑p ENGINEER: CITY OF RENTON CONTROL APprove0 by-. p❑p CB 24 POINT 1864WAS HELD 1 SHEET WET POND OUTLET A f 7OgAL ENA Alt 18215 D AVENUE SOUTH KENT, FOR ELEVATION, ❑p ROW AS PER _\-� DEEDS& Approved 6. Dole 4 WATERU I _• RFCML8109020546 (425)251-6222 N V V V P V V re m —1 V I LI L./ v LI v A I I I I 11 U U U U L WET POND INLET A \\15 POWER EASEMENT \ &WATERLINE EASEMENT REC.N0.8109020546 I 82 1—T HYDRANT 1 ®1 - FH ASSY PER COR STD DR 310.10 (3 FT CLR OF BACK CURB) CONCRETE THRUST BLOCKING PER COR STD OTL 330.2 �5 1 - 10" MJ PLUG AT GATE VALVE. z 0 N HYDRANT TO FACE LIND AVE SW. REFERENCE CRY OF RENTON RECORD DRAWING NO W-474 LIND AVE LID 0302 WATER PLAN 70+50 TO 91+13.18 SHEET W4 OF 9 AS -BUILT DATED 6-30-78 A8 -BUILT NOTE: THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY BARGHAUSEN CONSULTING ENGINEERS MID HAS BEEN EDITED TO REFLECT FIELD VERIFIED INVERT AND RIM CALL 2 WORKING DAYS ELEVATIONS OF THE STORM, SANITARY SEWER AND WATER MAIN SYSTEMS. FIELD VERIFIED INVERT AND RIM ELEVATIONS WERE OBTAINED BY DEACON MCI NORTHWEST CONSTRUCTION IN AUGUST 2017. A BEFORE YOU DIG FIELD ME ONUS RVAABY TE BARGHAUSEN DRAINAGE FACNTIES ENGINEERS AND P BLIC/PRNVATE WATER INNDUCTED OCTOBER STEWER SYSTEMS IZO pH4WERE INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS AND THE DOCUMENTED FIELD V11 REVISIONS AND FUNCTION AS INTENDED. ❑❑ BACK CURB) F.H. ASSEMBLY 6 90' BEND Moo • p ocs M. (MJ) A O p p. p 0 mwC� ❑ ❑ mG, pp p•i fl Nm ❑ ❑ p CI'EUC® FOR CONPLIAHCE ti O CIN OF RENTON, NAVD 88 GB 70 L WET POND INLET A \\15 POWER EASEMENT \ &WATERLINE EASEMENT REC.N0.8109020546 I 82 1—T HYDRANT 1 ®1 - FH ASSY PER COR STD DR 310.10 (3 FT CLR OF BACK CURB) CONCRETE THRUST BLOCKING PER COR STD OTL 330.2 �5 1 - 10" MJ PLUG AT GATE VALVE. z 0 N HYDRANT TO FACE LIND AVE SW. REFERENCE CRY OF RENTON RECORD DRAWING NO W-474 LIND AVE LID 0302 WATER PLAN 70+50 TO 91+13.18 SHEET W4 OF 9 AS -BUILT DATED 6-30-78 A8 -BUILT NOTE: THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY BARGHAUSEN CONSULTING ENGINEERS MID HAS BEEN EDITED TO REFLECT FIELD VERIFIED INVERT AND RIM CALL 2 WORKING DAYS ELEVATIONS OF THE STORM, SANITARY SEWER AND WATER MAIN SYSTEMS. FIELD VERIFIED INVERT AND RIM ELEVATIONS WERE OBTAINED BY DEACON MCI NORTHWEST CONSTRUCTION IN AUGUST 2017. A BEFORE YOU DIG FIELD ME ONUS RVAABY TE BARGHAUSEN DRAINAGE FACNTIES ENGINEERS AND P BLIC/PRNVATE WATER INNDUCTED OCTOBER STEWER SYSTEMS IZO pH4WERE INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS AND THE DOCUMENTED FIELD V11 REVISIONS AND FUNCTION AS INTENDED. ❑❑ BACK CURB) F.H. ASSEMBLY 6 90' BEND ❑ ❑ • p ocs (MJ) SHACKLE ALL PIPES AND HYDRANTS TO VALVE AT MAIN O p p. p 0 ❑ ❑ JCB AS -BUILT DATED: 12-15-2017 AS REQUIRED ❑ ❑ VERTICAL DATUM -Q CI'EUC® FOR CONPLIAHCE 2- SHACKLE O CIN OF RENTON, NAVD 88 CB ALL PIPES AND o_ SCHEA/AT/C OETALL 9 8 VALVE AT NOT TO SCALE WUN' Approml Cry: Date CB 37 RAIN GARDEN OUTLET A WET POND OUTLET B ENGINEER: CITY OF RENTON CONTROL APprove0 by-. SEE SCHEA(4T/C OETA/L A TH/ CB 24 POINT 1864WAS HELD 1 SHEET WET POND OUTLET A f 7OgAL ENA Alt 18215 D AVENUE SOUTH KENT, FOR ELEVATION, 15' POWER EA?&[QTJM B- ROW AS PER _\-� DEEDS& Approved 6. Dole 4 WATERU I _• RFCML8109020546 - WATER VALVE SSMH-1 EX 10" WM 8 0 ID AVENNL{r�7a SW --------------------------------------------- T EX 16" WM 1 --et 11 w _... WM _L I I \ RIT, ■ I I 'o o lilt GENERAL NOTE: G NOT USED 1 CB 26 D Y I J 2. NOT USED Ca 38 3. INSTALL CONCRETE PADS AROUND ALL EXISTING AND NEW HYDRANTS AS PER CITY STD PIAN 310.1 K 4. NOT Useo 0 T I II M I 1 i a oD� EXISTING 0 0 8" FIRE SERVICE (0310105) / 2" IRRIGATION SERVICE (0230842) 0 o 2" DOMESTIC SERVICE (0250841) SSMH-J ______ __S __ FIRE H _ NEW YD r"1 w EX 16" WM T w�W ASwY_-.- Z _' Z EX 6" GATE VALVE (MJ X FL) ® 1 - 10' z 6" REDUCER (MJ) 12" X 6" '���— 2- SHACKLE RODS EACH ALL PIPES AND 1 - 6' GATE VALVE (MJ) © SW 41ST E TEE (MJ X L HYDRANTS TO VALVE AT MAIN. 2U SHACKLI CIL 52 E E RODS EACH ALL PIPES AND - 6" BEND (MJ) FI-) HYDRANTS TO VALVE AT MAIN. 10 LF 6"" D DI CL 52 SHACKLE RODS J EXIST 16 SCHEAMW OETA/L A NOT TO SCALE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS WATER MAIN IMPROVEMENTS IKEA REDEVELOPMENT, RENTON, WA CFB I__. _.._ .___ 1 - FH ASSY PER COR STD DTL 310.10 (3 FT CLR OF BACK CURB) F.H. ASSEMBLY 6 90' BEND CONCRETE THRUST BLOCKING PER COR STD DR 330.2 (MJ) SHACKLE ALL PIPES AND HYDRANTS TO VALVE AT MAIN 6" DI LENGTH 7E] AS -BUILT DATED: 12-15-2017 AS REQUIRED CONSHOHOCKEN, PA 19428 VERTICAL DATUM CI'EUC® FOR CONPLIAHCE 2- SHACKLE RODS EACH CIN OF RENTON, NAVD 88 ALL PIPES AND o_ SCHEA/AT/C OETALL HYDRANTS TO VALVE AT NOT TO SCALE WUN' I� EXIST 10" W-384710 R-3947125 CID co N O Lo I Z O D W 0 m AS—BUILT IKEA PROPERTY INC 420 ALAN WOOD ROAD AS -BUILT DATED: 12-15-2017 3P f A 9 CONSHOHOCKEN, PA 19428 VERTICAL DATUM CI'EUC® FOR CONPLIAHCE CONTACT:GHT E. SL TON CIN OF RENTON, NAVD 88 TO CITY STANDARDS o_ CON IO IrR P: (610) 834-0181. CELL 303-519-4623 Approml Cry: Date E: DW TSIA7atJ4eU[CM ENGINEER: CITY OF RENTON CONTROL APprove0 by-. Date 26527 ¢ fSfCIS1E4E� 4`y BARGHAUSEN CONSULTING ENGINEERS POINT 1864WAS HELD Approved 6Y pate f 7OgAL ENA Alt 18215 D AVENUE SOUTH KENT, FOR ELEVATION, 9W3� 19.488 FEET (NAVD88) Approved 6. Dole /Iy CONTACT: JAY GRUBB, PE (425)251-6222 I� EXIST 10" W-384710 R-3947125 CID co N O Lo I Z O D W 0 m wz Y OE 3 z V_ �1 v MF.1 WAy a' E= SO 4® '1, 0 a k q � O �g Iy F O Mmnwc INFER USE PLM, OR BOUND. LLTµ 38 IT WITHOUT CROUTW.iLL MR. PoVpW WG ONE BRAD FRIDAY ON MP MN 27AP R YH1G ONE FIND F ON BYRfON DIES OUR NUM ARM 2' TO B S MARRIOTT BLM-OT 1WtlRMM1 NOW A, "Y WATER ONE EpBDNG WATER LINE FINAL caMJON DETLL NDu Ru T[SPMc, CIE a BY DRYING. AID oyMErnw. REM]42 TEMP BL0.'( Y VOW -ORE k CONNECT MM suams: (EM) a AC wFURS PIw cMFc MN BY TR.RM6 "DENNIS WATER LINE 4 PUBLIC WORES CONNECTIONTO WATER MAIN CUT MRD. IRN1W In III DEPARTMENT IN-LINE TEE & ONE VALVE MARCH 2010 A A LAN AM L� VALVE BOX LID WISH EARS IN CRESTION OF 2" SQUARE _ WATER MAIN AND WORD OPERATING NUT WATER" CAST INTO a 12' MIN, 18' MAX. Al* CONCRETE COLLAR FOR IS, VALVES IN PAVED AREAS 4-1/4° DIA. 1/8 MIN. TUNDOMPS5 SEE DETAIL �— 2 PIECE CAST IRON VALVE BOK, RICA-SEATRE TYPE 1 STEEL OR OLYMPIC FOVNpRY LENGTH AS REQUIRED' 1/B" MIN THICKNESS 2-1/4" INSIDE MEASUREMENT 2-1f4" DEPTH VALVE OPERATING BUT .SECTION A -A EXTEMSWgi VALVE 012ERADON NUT EXTENSION NOTE EXTENSIONS ARE REQUIRED WHEN VALVE NOT IS MORE THAN THREE (3) FEET BELOW FINISHED GRADE. EXTENSIONS ARE TO BE A MINIMUM 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 PANT VAUUF MARKER N01'FS VALVE MARKERS SHALL BE EQUAL TO CARSONITE UTILITY MARKER VALVE MARKER POST TO. BE USED FOR ALL MAIN LINE VALVES OUTSIDE PAVED AREAS 33 59T MIN, IWHITE T 1 YYYYYL l %-Y., I In 1 VALVE MARKER POST (_ryr`1 PUBLIC WORKS VALVE BOX, MARKER & OPERATING ' PSP - =ILoml��yS��J' DEPARTMENT NUT EXTENSION NATION 2OIU SMALL K FIVE EVER OI,H STEP BY flPILON FIRE OEPAAIMffli FIRE HYDRANT EXifNAM iG BE V4y F. REWIRED MIN. ,B• TD m' eENwD Bap; OF OURB OR iT BF411NO.BACK OF 3i SKWMX FIAT IS ADJACENT TO RE .CUES' x 5• STCR2 ONE-PIECE CAST IRON VALVE BOX WIN LUC 5'NS+6• THICK CONCRETE PAD ARWID TWE COVER. EQUAL TO "TOPIC FOUNDRY HYDRANT FINISH TO MATCH BEAR ADS, STANDAW 8' TOP SEC¶ON NOR REGULAR E%PPNypI JgNi AL bTCllbl 1£NC1X 10 FIT YANK NUT EKTENS 2'� O BACK OF 4UERALK. AS REWIRED �PAISPEIE 9CEWNK /� RAI¢p PAVEMENT MAW R TYPE / IXi PLANING SKIP STIMSTARTE TVP -WAY BLUE PPiI£ W MIN COVER CONCRETE BL9CKWC C) CONCRETE THRUST BLOCK MAN/ LINE ThE NTH 6" FLANGE WE OVAET. V RATE VALVE Q'I X BUD AWNA C-54%). REALIENT SEAT V DUC NLE IRON PIPE LASS 52 PRINT OHM LINCTH TO NT 2-3/4` DEAR-TT:H STEP TF POSTS fi• v O' x 4 MINI4ON \_i /2 YAM OF i-1[! WASHED DRAW ROES CONGRFR IM ABOVE 8001 FLAMBE PLM LOC0AML BK UNDER FR NY01 ANi FOLYEMYIENE FILM APOUND PON AM AND SIC¢ OF ORAVFL. FIRE: HYDRANT ASSEMBLY LEVEL µ1 GRIUGI //r IEWH. ALL GPWND / MIN 3' RADIUS RMUS.. II�R—yl i %a" R0 Qa , eQPAD ���� r' CONCPEE Pao s' caxeFETE CUM ELL HYDRANT LOCATION IN CUT OR FILL PUBLIC WORK$ FIRE HYDRANT ASSEMBLY SM. PLAN - 3101 DIiPARTMENT MARCH 2030. 120 VOLT ELECTRICAL OUTLET FOR MEAT TAPE INSTALL HEAT TAPE FOR FREEZE PROTECTION r CENTER BACKFLOW PREVENTER IN g o REDUCED PRESSURE ENCLOSURE BACKROW ASSEMBLY U. (RPBA) fMr- OF MIN. W o 3- MIN. In 3" MIN INSULATED ENCLOSURE "HOT BOA".Wt EQUAL 3/8" X 4' ANCHOR BOLTS PER MANUFACTURER !A MIN. CONCRETE: SLAB 2 UNION - FINISHED 7 RADL FINISHED' N GRADE 1 r2F RIM 4 TTVp DRAIN yz SEE NOTE 4 6" MINIMUM SLEEVE EPEE DRAFT GRAVEL- - ES CONNECT TO WATER MATER ADJACEN IMMEOIIEFF T' TO RPBA— ROW --� MATALLEO PER APF D. i0 OWNERS ELECTRICAL PANEL FRONT VIEW MATERIAL PER UPC DIRECT BURIAL OR IN RIGID (SIZE /JS PEO} CONDUIT PER ELECTRICAL KIM aNE SIDE VIEW PERMIT REQUIREMENTS, NOTES: 1. ALL REDUCED PRESSURE BACKFLOW ASSEMBLIES (RPBA's) MUST SE LISTED ON LATEST LIST OF BACKROW PREVENTION ASSEMBLIES APPROVED FOR INSTALLATION. IN WASHINGTON STATE", PVSL154M BY STATE. Di WASHINGTON DEPARTMENT OF HEALTH, 2. ME GAMER/APPUCANT MUST OBTAIN A SEPARATE CITY OF PENTON PLUMBING PERMIT FOR THE INSPECTION OF ME INSTALLATION OF THE RPBA AND PIPING., THE OWNER SHALL FURNISH, INSTALL AND MAINTAIN THE RPBA AND ALL PIPING. AND APPURTENANCES SHOWN ON THIS PLAN. 3, ME RPBA MUST BE TESTER BY A STATE CERTIFIED BACKFLOW ASSEMBLY TESTER AFTER ITS INITIAL INSTALLATION. AFTER REPAIRS AND ANNUALLY THEREAF ER AT OWNERS EXPENSE. A COPY OF THE LEST REPORT SHALL BE SENT UR FAXED TO CITY O RENTON WATER UTILITY ENGINEERING DEPT. ATTN. WATER UTILITY CROSS-CGNNECNON CONTROL SPECIALSIT. FAX NO. 425-430-7241. 4. .DRAIN SHALL BE SUED IN ACCORDANCE NTH A"A CROSS CONNECTION CONTROL MANUAL STANDARDS 3" DRAIN FOR Y OR SMALLER KEYS. 4' DRAIN FOR 1,5' TO 2" RPBgs, 6' FAR 31RPEA's,. 5. RPBA AND ENCLOSURE SHALL BE LOCATED ON PRIVATE PROPERTY AND AS NEAR AS POSSIBLE TO THE. WATER METER. Fe)'UBUC INDRT6 REDUCER PRESSURE BACKFLOW Sm. PWT 350.2'2 DEPARTMENT ASSEMBLY IN HOT BOX MARCH YOLQ A8"8ILT NOTE THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY SARGHAUSEN CONSULTING ENGINEERS AND HAS BEEN EDITED TO REFLECT FIELD VERIFIED INVERT AND RIM CALL 2 WORKING DAYS ELEVATIONS OF THE STORM, SANITARY SEWER AND WATER MAIN SYSTEMS. FIELD VERIFIED INVERT AND RIM ELEVATIONS WERE OBTAINED BY DEACON AND NORTHWEST CONSTRUCTION IN AUGUST 2017. A BEFORE YOU DIG OBER 2017. THHEDONU�E PRIVATE STORM DRAINAGE TFACIUING TIES AND UBLIC/PRNATEAND SEWERGINEERS WAS ALSO CONDUCTED SYSTEMS GMEE WERE INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS AND THE DOCUMENTED FIELD 2 511 REVISIONS AND FUNCTION AS INTENDED. VBi11CAL DATIM CITY OF RENTON, NAVD 88 OB4aHwu CIN OF RENTON CONTROL POINT NO. 1864 WAS HELD FOR ELEVATION, BEING 19.488 FEET (NAVD88) REMPER SMALL K DRUNK BEAD FT IW (DP Pu AM F AUDII(�N� CSNMLMCAnox (AVN) OST yL W ENCODER TAK (FILL A¢]fR WBT BfAO N AM FM. AT NOR sEcmC n .• m' RBN IMn ar , IN nq �NBTALL N MST IDA f PORTA AE' �§ rCE 4 DOVE DANA = ia_ \ —_. Fin A STATED T SEE AS VM / �" uAYFR �4 AT LLiWna MOV MWMae� 'e S MR W,yBMS MANNAR IFSAMU11 In MR SWu•,- NK mQ� DWMMM To LID SONSCERNAM D PLATCATER WW $" WA ORION ROSE INNAMED ISSUE MN � NOW WD I%KTI MET CPVFEh W SSM FEEL m) MARYN 10 6L MAT COVER A L gNEx811MS -YY 11 ro MAE Van OR UNITY s.]' aAwm PuffARMY mVl3� v]Wh MODEL RAM RAPD e m Rah LLhI 1 MOU � W SREAD FIT MY RM MR TM NLQ CIS AM ANNE BON, cos -:4:74O: N. NCx M� M. LAN W CVYVC FAIOpY DJ. NwW roM D. ala WR r roP. `n EMkm ro n' CII ' SOME) 6xq EaYa A4 ADsaE Esau m0 suss u s e - NATER � AD EWN SMY >Arsw gpRLp F' vN N"AMPARaDDal K '— Ix' ARaMe SENSUS OMNI -C2 To IF VE USUAL O x. �� m cRIDxR Kamm CAPE 32 HUMAN TOAPRT. AN TO IA£ MtliT a SDRM RMP F&MIAMIM9TVRMN(� I MNAIBIL ShSL �r G A' FT[mc RIMMLgD FLET/Ra lErz Tav YMF 4W¢.1i iFRASUWLRI tVMaMA roWT>.M+uAf:' MI MM PC RAN. INIAC ro NDRAVALUED ON OAAMED MAL UNE NOTES. ALL IEIER•u AND MUNFIE NE'ANTIW PENCE MO An 2 ARE NOT SHOWN OF WOUDEo IN 1HE STANDARD DETAIL MAN}IFiS R YOUR PANDUARIR CONE TON IS NET WOW AN APPROVED MAIN O WALL F PEA RES) BY M UTILITY EN EERNO PERU MR ITS W ME NMa N REQUIREMENTS RECA IND VALAT azaD ARE Th LEARN Of PUTINGS OR VON CLEARANK FROM ITS TAUT WNL; VLEAI Si $ A NMW OF MY IRDS MAE ACI$ AND CLEARANCESOL MOND K AS TONNUMLY OMAN Oi THIS WANTS STANDARD DETAWSj NOV: DEAOMA pBURNSSAMLL M DEBONED AND NSTALLEO CO n M MC WBGNN T P MT UWSW"M EMM SO. A5 A SUPPORT L PUBLIC WORKS 3", 4"& 6" COMPOUND DOMESTIC SM' PLAN- 320.4l`\1.�1��/ DEPARTMENT WATER METER ASSEMBLYC NOTES: CONTRACTOR SMALL PROVIDE AND INSTALL A FEBCO RPBA MODEL 3 LF860-DOSY OR APPROVED EQUAL CONTRACTOR SHALL PROVIDE AND INSTALL HOT BOX® HB3E-AL ENCLOSURES W/1500 WATT HEAT OR APPROVED EQUAL. 11-1/4' BEND 22-1/2' SEND 45' BEND f. v.A CAP TEE 90' BEND nBrySi BMR% MIT AREA IN MARK FEET USE PURIST FDA HORMORTACwArvwRBo ASCII BINDS MA OUT M g,N COMPACT D COMPAR SAND ttRFK1 R B m ME CAP'DM O R$SEp BBIO ftE TAP OR RVD n33 T* SLID TZ CM LR 'KVO eD$$NIF/$' MFAs GILAuhD CN ]N P= PaeSVIC4-0' MN. ENON MAR WATER I i IngTITIAN "I 4-a MR. mm FOR MA MM a NO CAMAi A. MAX. Mmn OF THRUST SECS NO as ORION OF n¢Mal MN INVENT Y 11BNBi PUMP IM DD PIPC 4 va SUNNI MAP amroV vAr mn � NI 1. AN Ary) A$ Y BLCGMa FDP ARE uBCIIt MAN! 1$4A AMS CON SM. 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PINI - 880A + LARGER DETECTOR DOUBLE CHECK DEPARTMENT VALVE ASSEMBLY MARCH 20i0 PARED BY BARGHA CONSULTING ENGINEERS AND HAS BEEN EDITED TO REFLECT FLED RIM VERIFIED INVERT AND RIM CALL 2 WORKING DAYS ELERIMVATIONS OF ELEV TIONS THE WERESTORM, OBTAINEDSANITARY BY DEACON AND NOWATER RTHWESTMAIN CO CONSTRUCTION FIELD INVERIFIED AUGUST INVERT2.AND A BEFORE YOU DIG FIELD THE ON-SITE PRIVATE ST RSM DRAINAGETFACILITIES SAND UEUC/PRIVATEDWATER AND STEWER SYSTEMS O WERE INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS AND THE DOCUMENTED FIELD Z SII4� REVISIONS AND FUNCTION AS INTENDED. VERTrAL, DATM CITY OF RENTON, NAVD 88 CITY OF RENTON CONTROL POINT NO. 1864 WAS HELD FOR ELEVATION, BEING 19.488 FEET (NAVD88) AS -BUILT A CHECKED FOR COMPLIANCE LANCE To CRY STANDARDS Dote Dole Date IKEA PROPERTY INC 420 ALAN WOOD ROAD CONSHOHOCKEN, PA 19428 COMACT: DWIGHT E. S.ATRI CONSTRUCTION MANAGER P. (610) 834-Ui80: CELL 303-549-4623 E: OWDNl9ATd4IKEk E ENGINEER: BARGRAUSEN CONSULTING ENGINEERS 18215 72ND AVENUE SOUTH KENT, WA 98032 CONTACT: JAY GRUBB, PE (425)251-6222 GHA(i��Z O O m y G4TYNG ENGIO01 CITY OF RENTON E7 PA,O, TMENT OP PUBLIC WORKS WATER NOTES AND DETAILS IKEA REDEVELOPMENT. RENTON. WA. EVEM W-384712 R-3947127 T 71 L� c_r L 2 a W Z O w U m 5 I> Z � gg 4p NINSTALLED uM"arzR MEPTCNw.B6 Flow .AIR. IN ACH A NEW TOOK O m mmieim m m SANITARY SEru si & HAW A HEAIp1C SnMM (!M A M. BAN) NO NEAT TAPE VA a HAKHNpM�LY KUXGTED. AOPBB55 DEAK TO [POONA MN PINT KKA11-CitesiAY A411¢MENT MUSP Y ORMTEO TO ME VMMOP OF REWKN IN9DmTOl An== ME MENA ANO OPEN 0 SEPARATE ME INRWN6 IMMOLATION OF 0ACVA 8' W ME MVBT BE RENTON E PNEVENTM DEPARTMENT FBI 9 ASFPµµSUBIGIIED ME SPpi PERMIT R REALARM U tt N R g E - BUT, rt) C BLOOMING (NOTA LOCATEOEN E PA MIN S NN CNCP.%tlATE PMNEPIY SNML NOT BE YpiE E71 THAN TO STRONG) W 3. 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PUBLIC WORKS INSIDE BUILDING INSTALLFOR 3" AND 87D. PINI - 880A + LARGER DETECTOR DOUBLE CHECK DEPARTMENT VALVE ASSEMBLY MARCH 20i0 PARED BY BARGHA CONSULTING ENGINEERS AND HAS BEEN EDITED TO REFLECT FLED RIM VERIFIED INVERT AND RIM CALL 2 WORKING DAYS ELERIMVATIONS OF ELEV TIONS THE WERESTORM, OBTAINEDSANITARY BY DEACON AND NOWATER RTHWESTMAIN CO CONSTRUCTION FIELD INVERIFIED AUGUST INVERT2.AND A BEFORE YOU DIG FIELD THE ON-SITE PRIVATE ST RSM DRAINAGETFACILITIES SAND UEUC/PRIVATEDWATER AND STEWER SYSTEMS O WERE INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS AND THE DOCUMENTED FIELD Z SII4� REVISIONS AND FUNCTION AS INTENDED. VERTrAL, DATM CITY OF RENTON, NAVD 88 CITY OF RENTON CONTROL POINT NO. 1864 WAS HELD FOR ELEVATION, BEING 19.488 FEET (NAVD88) AS -BUILT A CHECKED FOR COMPLIANCE LANCE To CRY STANDARDS Dote Dole Date IKEA PROPERTY INC 420 ALAN WOOD ROAD CONSHOHOCKEN, PA 19428 COMACT: DWIGHT E. S.ATRI CONSTRUCTION MANAGER P. 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