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Sam- aum- aum- aum. a`am- `aau,- t I ° � -1 0 ❑■ ■OOO YD/COICB/CB 2/MH awn awn aam aam awe awn awa awe aam aaa. awn aam awe aam / r / ` ` j �( �� \NEW ELEVATED n I I \ 1 o I j f 1 PATIO � r � 0 12" D1 w W 12" DI W WATER MAIN r awn- awn- aau,- awn- a3wn-- aiw,-- aiw� 1t aam awn �` / / " _� — n ° l !j I \ FH FDC PIV i.. FD WV O Y • — — — 1 awn aam awe. awe awk aa, � 41 -� � �.. � _ J II o IJIV FH/FDCIPIVIVALVE 7 J awn- aum- aam. awn- ,� _� I— �� r o / 7� T II IR. / X � v% wM O a" .awn- �` / " — � 8 �/. "_ J � � � / � """" ° pR�° - � � i r. = j' /\ ,� � � ® � � WATER VAULT/METER _•� _ _ — — _ �� / i — .� -�" .--.� I� an —SD x x x SITE/ STREET LIGHTING (V f� WATER LINE o i - - S89°58'S01N R§� TION I i S89°5850'1N 214.66' — . J L_ —� Dx — — — — — x —_ — fir— — .— . I T SDx SDx x IA- — — — — — — — I I 1 0 EAR �LG�O PLAT / I I E VATIT FE=20 0 II I I I �-- 1 — o � POND B -- -- Cm Q— ( -. TIC �\ r/� ] \ \ ,// . I� 3�fl cn Nj li x III .� �(J/// /Cn lr �If/-I T 1 I I o m / N j�C�,\. I I �Ijl I-�17 o o o o I I I Iv) I4 "Io Cn v (;•• N marl \\ EI111�177 I ��11 11 III Cn 1/��/r �11II—III -� �— Ix� x Ell x� I / / / / I \-^ �\ \ \ k \ I -1 \\11 • f }— - I • • • S 11 I II J J/�i`�>�\�\\\� I I \�I��� _ Ik 7`- /"00 \ r I I—sox D`� t X \ \ \ s �I /CTTq) / r - - �___= -� 0 0 I 720 ER J�J 1f�17 �\ l — \ \ IRRIGATION POINT OF I I \ ItiS\ I ui CONNEGTION \\ \ \\ \ \ \ \ \ '` \ \ I III cn • • • .1 J �� IIN \ k k, k k k k k�kc \ •, J III I \ I I II 1 (llllt _9 Z \\\ I N274150"W �\ \\ \ \ \ \ \ 54-I PA I I I ~ l x II III l \ \c �� -, W I I PRO OSED LIE I I / - I I J1 f ! \ \ NN MAINTEIIUNC \ \ \\ / \ \ I I I I EWER I I II a, I� I II 1 r rJ f U \\ \ FIR HYDRA x )1 I I (J \\\ \\ \ \ FACILITTY DOMESTIC\ \ \ \ I I I �I� rn \ \ WATER CONNECTION \ \ \ r , I l I / — — — — tfl — — — — — I I iA I / I ( I I I I ? 7 S/ % V � • ° \ \ � \ � ' MAINTENANCE � � I I 1 — � � I � J I fr' 11 I } % �` J Z r 90.98_' — _ Y _ I 11 P (I) (Y I`/C11`) ��? Z cn ­4 1 I yti t— \ _--. r god p / / / I > 7 u 1 / 0 EAR KLO02PLAIDY \ / \ \/ — — I OO �00 YEAR FL IV, 54 / / . �/ `� \ / /E,L'�AT10N \ i �` ° I I I y l06 o I II 1 — Jr- �.LV 41 [P Q ) (), / 'I /T\/-1/l//� /- y O� N4 2`49 7 _ �, . /�_ 4 I ° (D L a� � ' �' ,- / I I I I l (II I� L �� W C\ �C l�( �l cry' -0 I 2,II I p \ I �1� �l �I Q fob (D I \ o o l , t \\ \ \ \� \ J ADJUSOTM` \�\ \ 1 , In � ° \ \ \ ` / ` I !� �04 0 0 0 � �� \ \ o FOR SOCINDER\\ti () l� , 1 ' J ° O a �O I I g -�' P \ \ \ . I HEADQUAR\T€RS \\ \ ~ \ O 1 N, — / O I O 0 O \ (D 1 \\\ \ \ \ \\ \ u / o t — I \ \ ��\ �)� : L�ti Q\ \\ \ \\\\ J —�—�- I. O f ( I I I I \ \ e w \ \\ , , ►, �� C I , 1 ► . / , o �,� _ I _ \ o \ I ��, S-423801 W-423801 = \ \ J \ \� \v — �� rrl 1�� \ 1 \ f I / / 1 \ / l ` ` IN COMPLIANCE WITH CITY OF RENTON STANDARDS U ^`� III / 1 �� / I I �-�� ��� --ti11 I ` \Q LL `� (NOT I I111 DED) // t� I ` ;/'/(�I� �I LUDO I��1 0 ° I io 01' NO I III I ��—����� 1° r O I �1 < DEVELOPMENT ENGINEERING co _ o _ _ �� ; / NJanders 05/10/2023 JI1�� oll III t -�J �/ / 1 I V ��\ L! I ( o O s ( I I Ix \~ _ W I I I \'IN_ \ `hf�� hlr I I I I \ J- �� `v>(J�� s I I II I\ C L_ N,_ «, - I !iI — I� r'/'� /� 1 _I�► ; <� 7� Nip WATER UTILITY ,� Z ABDOUL GAFOUR 05/12/2023 � Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) 0 SURVEYED: SCALE: DATE: V ) G E N WH PACIFIC HORIZONTAL: N D 19 3/1991 CITY OF SEATTLE SOUNDERS FC HEADQUARTERS 05/01/2023 LJJ COUGHLINPORTERLUNDEEN DESIGNED: As SHOWN ,A �60, RENTON &TRAINING CENTER FlELDBOOK: E R A STRUCTURAL CIVIL SEISMIC ENGINEERING DRAWN: e RENTON WASHINGTON PAGE. JAS ONE INCH DATUM 7 DRAWING NO: : T O R 801 SECOND AVENUE, SUITE900 (206)343-0460 CHECKEDWCA AT FULL SCALE Planning/Building/Public Works Dept. OVERALL UTILITY PLAN C4.00 Q SEATTLE, WA 98104 www.cplinc.com IF NOT ONE INCH NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY sHEEr: 43 oF:71 dui STUDIO V) A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. / / I �� 0 I Z22- ECID I ASPH 8' I + SDCB 0 6" PERF. PVC I ` i �, � iclivc/=io.ju o ui O 14" DECID 0 /14�Q�D � .' 0 14 GUN �� m P ' I / �- wX� �`• \ �0 14' DECID I / / // / UTILITY EASEMENT / / *+ / / // \ \ / \ 2$ Jam\ \ AFN.• 9903231472 GR — - 100 FT POND I ��',/ \ � -� / / \p (/I a BUFFERLAND //// 8" DECID i �4� \\ �+ / I V I I ssMH a 0 x \ \ I 91M-20 18' 1 9 0000 CO N N N ~ � N �14" DECID � �12- CON I I 6" Wx W1, ---------- 7 \ SS: 0 12' 31 /D / IE(E)45.90 12 PVC - C/D O / 9' DECID \ lE(S)# 15.70' 12 PVC / / \ I I O I I I \ CON 11 ° ECID i 13" DECID 5p} / / I/ m P / SDx SDx -SBx SDx �a c g�C - -SDx GRASS SDx I \\ Z _ � 21 " CID X II i 29' DECID ASPH / / / / p — W ( - _ I / , _ S , H\ } //�\\o` / / J m P / / X NO PARKING NO PARKING NO PARKING u� U 43. 6' r� S 3 8" DECID I / / EDP \ SDMH SDCB / RIM=15.76' \ ) i f _ — _ / I I \ RIM=19.72' Z / / 1�5" lCIL� X 6' PERF. PVC \ / 1 �23' 'ECID/ + i I I — — J I L(W)=15.92' 12'PVC o c o 12' DEC%D I r lE(W)=15.52' 4iPVC- Z— / / 1 i / ( O 15" DECIb / / / AIRLINE 7" C N fj o 12" DECID 1 pj j' / / / �i SDCB CUSTOMER 0 12" DID i wftftftft�� / 0 10"DECID ( 4�"-DECID l l TWIT 1 coil / / / I / } / ° — o (f) W 10" DECID � / ) / // I \ — �,�,,,, �,-- ..��.,,, ,�✓�— i o / / 0 14' DECIDE /l / / l 1 / / / / J / / SDMH / / l I PLANTER \ \ \ 0 00 0o 0 RIM=20.49' I 0 ( SDCB l / i _ , / 10" DE/ClD /E(N)=15.16' 12 PVC / \1 0000 ` i 1 Q R1M=15.88' / I o / 1\0 +p / ) / 10" CON / IE(S)=15.10' 12 PVC > / J ` / 0 CONC ,L 6" PERF. PVC i I / � I � (1) 12"x8" TEE (FL) I i / W\1 (2) 12" GATE VALVE (FLxMJ) 0 p+ \ \ j / O 14" DECID ' (1) 8" GATE VALVE (FLXMJ) 0 x o o Q I +� / - // / ` / I � / I W/THRUST BLOCKING PER COR cn 0 0 o 0 W 6" ON ' / / k/ 4 J 6' DECID I ' ilillillillillI I STD PLAN 300.4 / � CUT -IN TO BE PERFORMED BY U r I / SDCB - ��� I fi O + IM=16.60' CITY FORCES -x - / ' \ / ` O LL / + ix / - 3.95' 12'PVC llWll I \ t 0 12' DECID / 6" PERF ( 5 \ 1 I RI) - - _ �>• s �1RE HYDRANT PER W / - L C5 /COR STD PLAN 310.1 0 0 0 0 o W W W 1n / lE(S)=16.0�' 12'CONC / X -A I W 0 = / ' \ \ . . - - NDx / SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx Z / Y 5 ' ) F / L x /A W + </ \/. ( < 4 / W \ ` AWING °S W ` �/ ON _ < o ; I/ x HANDICAP W ^ ' 5 5 ^ I O O U PARKING vJ LU J = PSQ� < \/� �.. \/ 5 {a�i BUILDING SDMH BILLI Z------------�---- ------ ---- ---------------------------- I �'� RIM=19.72' Z \ J ' l , I • h' 9 /E(W)=15.22' 12'DI Q Z \ ` I CW ` \ IE(E)=15.22' 12'DILU I Z V // i �/ \\ �� I I \\ I I. .FF. x\ I GUT IN TO E V PERFORM BY CITY �/\ ) \ r� FORCES. �_ I I.I. I I . (1) 2" AIR VAC ASSEMBLY /—— . — . —�- .l I I I - PER COR STD PLAN 340.3 F- BUILDING 25-20 . — . — \ I I I I I 59,752 SOFT —.—.�;---.—.—�.1�.�.—\ •�•—• •�-1—.—.—. BIDING \ 6.7 —�\— —,--Lam(—+—�\ —�_--- o 1 \ —. — -— �.—.—.—/—.— —/— — — — — �— r'f.... .. _-\ T l I.. .... BUILDING BUIL /— �� .. f rp ...... . _ . Q 25-20 25 .'.' 59,752 SOFT 5Q 7r. CONTINUED - SEE SHEET C4.05 SDMH / / ` / / FLAG POLES (x3}— � I 1E(E)=3.38' 10'Dl R1M=19.72' `� l / I i I lE(S)=3.62' 8 Dl SSx SSx. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) E R A T 0 R STUDIO COUGH LINPORTERLUNDEEN STRUCTURAL CIVIL SEISMIC ENGINEERING SEATTLE,, WA 98 04E, SUITE 900 (wwwcpMc.com SURVEYED: W H PACIFIC SCALE: AS SHOWN VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM CITY OF RENTON Planning/Building/Public Works Dept. DESIGNED: DRAWN: JAS ONE INCH CHECKED: WCA AT FULL IF NOT ONE NCH SCALE ACCORDINGLY N O. REVISION BY DATE AP P R APPROVED: LO 14'A 'VL O N 0 10 20 40 N U 111=20' Legend I N 79°33'06" E - 46.81' PROPERTY LINE O 12'SS SS 8" SS @ xx% SANITARY SEWER C) Q �SSMH 0SSCO o SANITARY MH/CO N N 8"SD SD 8" SD @ xx% STORM DRAINAGE PIPE Q L -1 u 'f '' 1' m • ❑■ ■c YD/CO/CBICB 2/MH J 12" D/ W 12" DI W WATER MAIN FHA�FDC�PloW FD�PIVHWV FH/FDC/PIVNALVE EJ E] WATER VAULT/METER Ir- O M SITE/ STREET LIGHTING 00 O N r21 Ir W Z W U Z Z Q W M Ir W o� Q 0 S-423802 W-423802W = IN COMPLIANCE WITH CITY OF RENTON STANDARDS U LL DEVELOPMENT ENGINEERING NJanders 05/10/2023 W 0 W7�T ER UTILITY WASTEWATER UTILITY Z F 'ABGAFOUR05/12/2023 jstowell 05/15/2023 ' 0 DATE: SEATTLE SOUNDERS FC HEADQUARTERS 05/01/2023 W & TRAINING CENTER FIELDBOOK: RENTON WASHINGTON PAGE: 7 DRAWING NO: UTILITY PLAN C4.02 Q SHEET: OF, W 44 71 0 rr W z W U ) ( 0 Z Z Q rr 06 U7 rr W Q 0 0 Q W 2 U H r v! rr W 0 z 0 U7 LU Q W U7 A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. CONTINUED - SEE SHEET C4.01 -24" SD (DI) i " r / � �' Y/ 1 DECID Tr l / / DECID „ x / s / // o \ � 0000 �/ / / / // .�.�..—ice._ TnCnU)( _ _ _ - ------ _ ------------ // // -— . IT -- — — _-- �6------ 0 0 0 0 ------ / — ----- --- -- Q 21"DID p \ 16"CON- ---1-7-------- II DECID —�-- f4"BECID---- �— ------ — --- -- — / ' ---- fil" �ECl9- — _ � 2' BEEf9 — � u � — � — � � p 14' DECID O 1fi lB- — i — — i — — — — — - / —O�-o _ ---- J \ v \ O >5"DECID -- O 19"DE ° 11 "DECID O 13" DEC? — 0 10' DECID o 10=DEClD — AJYH 0 0 0 0 U) U) U) Cl) -219 i I � ----oo "� —�589°58'50'W 214.66' — — \ N O 15' DECID U) cn �TANDIAA/t- Q ) � ——--19------� — --� �— ° 1'DECID —� SPH --DE CID H4N�Al� — _ / — — p — 12" DECID = — r 12°59-47 r 52.43 l i �__ ----- --1--------4LHl0 gl \ YA MWarE --- — �2/ 1 DE _� Curmi�`EASEME7 -� / _ — _ 10" DECID — / — AFN.• 9903231472 / —� 12 DEL1lr---- WIRE FENCE \ I -� °� ° �J -�II x 13' \ \ O ' DECID / O I G/ / I 100FTPOND \\ SV 21>"DECID "A" WETLAND X / BUFFER oP� I 10' -- -- - i ---C-- - r / — ----------- -- --- ------------------------------- -- -- WATER 0 9CATE TEST PIT el rPire� W I I Q / \ _ 1 — - — — y— — — — —� / - - -Cn W \ / J/ / \\ /\ //J I W LU POND r // "impT-- L---------------------_--------------- -------- z - - - - - - - - -------------------- �llWn � � � llWn/ kw / � ----- 0 LIMIT /��I/�/ I - / I i II \ I \\ \\ \\ \\ \\ II / A4 7' I ' DECID ill 1/ // / I / �7 �\ IL W\W/ � II � —,// ,,I� �a •III CONTINUED - SEE SHEET C4.07 G i I � ----oo "� —�589°58'50'W 214.66' — — \ N O 15' DECID U) cn �TANDIAA/t- Q ) � ——--19------� — --� �— ° 1'DECID —� SPH --DE CID H4N�Al� — _ / — — p — 12" DECID = — r 12°59-47 r 52.43 l i �__ ----- --1--------4LHl0 gl \ YA MWarE --- — �2/ 1 DE _� Curmi�`EASEME7 -� / _ — _ 10" DECID — / — AFN.• 9903231472 / —� 12 DEL1lr---- WIRE FENCE \ I -� °� ° �J -�II x 13' \ \ O ' DECID / O I G/ / I 100FTPOND \\ SV 21>"DECID "A" WETLAND X / BUFFER oP� I 10' -- -- - i ---C-- - r / — ----------- -- --- ------------------------------- -- -- WATER 0 9CATE TEST PIT el rPire� W I I Q / \ _ 1 — - — — y— — — — —� / - - -Cn W \ / J/ / \\ /\ //J I W LU POND r // "impT-- L---------------------_--------------- -------- z - - - - - - - - -------------------- �llWn � � � llWn/ kw / � ----- 0 LIMIT /��I/�/ I - / I i II \ I \\ \\ \\ \\ \\ II / A4 7' I ' DECID ill 1/ // / I / �7 �\ IL W\W/ � II � —,// ,,I� �a •III CONTINUED - SEE SHEET C4.07 G E N COUGHLINPORTERLUNDEEN E R A STRUCTURAL CIVIL SEISMIC ENGINEERING T 0 R 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com - STUDIO Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) SURVEYED: SCALE: WH PACIFIC VERTICAL: NAVD 1988 AS SHOWN HORIZONTAL: NAD 1983/1991 CITY OF DESIGNED: �:._. ML R DRAWN: ENTON JAS ONE INCH DATU M CHECKED: WCA AT FULL SCALE Planning/Building/Public Works Dept. N0. REVISION BY DATE APPR IF NOT ONE INCH APPROVED: SCALE ACCORDINGLY TBB O 14'A LF, C-) 0 10 20 40 N U 111=20' Legend rl�- CY) C) N 79°3306" E - 46.81' — — PROPERTY LINE 12"SS ss 8" SS @ xx% SANITARY SEWER CO �SSMH OSSCO O SANITARY MH/CO N N 8'SD SD 8" SD @ xx% STORM DRAINAGE PIPE Q r , J ' L IV NOR OCIOYD/CO/CB/CB 2/MH J 12" DI W w 12" DI W WATER MAIN FN� �FDCQ Pl o W� t00 PIVNWV FH/FDC/PIV/VALVE Ewl EB � WATER VAULT/METER C) C'7 O SITE/ STREET LIGHTING O N W z W U z_ Z a 06 U7 W Q 0 S_ 423803 W-423803 W IN COMPLIANCE WITH CITY OF RENTON STANDARDS U LL DEVELOPMENT ENGINEERING r U7 NJanders 05/10/2023 cc W 0 WATER UTILITY WASTEWATER UTILITY "' z ABDOUL GAFOUR 05/12/2023 ff .j jstowell 05/15/2023 0 SEATTLE SOUNDERS FC HEADQUARTERS 05/01/2023 LLU & TRAINING CENTER FIELDBOOK: J RENTON WASHINGTON PAGE: 7 DRAWING NO: UTILITY PLAN C4.04 Q SHEET: OF: W 45 71 U7 A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. CONTINUED - SEE SHEET C41IIIIIIIIIIIM.02 CO 00~_ CONNECT TO EXISTING WATER SDCB CO CO I I N - - 0+00 J LINE PER COR STD. PLAN 300.4 RIM=21.24' I lE(S)=20.39' 6'PVC I(1)12"�ATEVA E(MJ) I ... I .. IE(E)=20.49' 4 PVC SDCB N (V I _ J / / ' A . CONNECTIO POINT RIM=20.99' < / ` _ / / / - j , I • • 15' WATER EASEMENT, TYP Cw .......... IRRG f... f.... SDx SDx NG . f DI . I-Amm--N-Wxmm=-BMTDx SDx SDx SDx SDx Lu-.-.-.-.--.-.- -.- C 9 VERED 7 \ - - - \ I / / / / I ) I I I Io+ I CW RIM=20.73' Z \�-// / -�\ \`� // / /� I/ I I I Ih J.^. I z z z COULD NOTOREN uj V- - - - �� �\ - - - I- )-� __ . - ./ - . 7 I . - . � . I I . F • R/ =2. I / Z \\` �� �\ �` `� I I �, I I I I ..F. I IE )= z T Z _ _ _ _ _ - - - - _ - - - _ S89 58 50 250.98j_ _ _ I I _a f �V89°58'S0' 40.00'- a I (1) 12 90 BEND (MJ) Ox SDx SDx SDx - SDx SDx SDx (2)12" SLEVES (MJ) I. .I SDCB �.-.-.-.-.-.-.-.-.J.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.�.-. x-.-.-.- IETRIMS2-..0-.-.-.-. - / - W/THRUST BLOCK PER , h - 1E S=17.06' 12 PVC � COR STD. PLAN 330.1 r 9 LF 6 DI CL52 � .. 0+ I _ wx� IWn x I \ � I • � • � � Vd' wx ' SDCB I R/M=20.16' x (1) 12"x6" TEE (FL) I - I T I (2) 12' GATE VALVE (FLxMJ) LU _ -� -I� - - - - - - - 1- - . - . - . , I .... 0/W SEP. - (1) 6" GATE VALVE (FLXMJ) \ I Cr. FIRE HYDRANT ASSEMBLY j I II I•••••••• PER COR STD PLAN 310.1 I I I a I \ / \ I I II I - I N:171538.4 E:1293750.3559 0 I I I III II 1 I... co o 0 \ 111 I ,I I.... x o x I BUILDING IE(S)=20.19' 6'PVC 277.7' O c SDx SDx SDx 'COVERED Cw z I III\ f SDx x SDx x- ASPH Wx wx Wx CUT -IN 12" VALVE (BY CITY - FORCES) APPROX 75 FT SDCB EAST OF CONNECTION - R1M=20.18' E(S)-17.14' 12 PVC POINT. (1) 12" GATE VALVE (MJ) (2)12" SLEEVES (MJ) SDCB I I 11co E(E)=SDCB 9co RIMLu RIM 0.16' =2010n 2 _ 1731' s'CONc x 0 lE(W)-17.52 6 PVC l co I I x TOP(E)=18.15 LL mrI \\ - - - - - \-I o I I.... ~ I I \ I I I I r (s , .... 11 W x CnI I I \ II I ) II I.... I x w Lu o=I '--� -- I - I 'I x I z W o ,R 0 WI Cn I 0 W of II I I... J W 1 1 I.... o I I 0 I �I x Cn x Z 11 1 . - - - - - . - . - .... Cn 0 x � dill ' �� Iiii Till - - - ___=_=-=_=_=_-90 • T J - I° ICI-4- s1. -20J3 ' o I ASPH 3zow x Ico I co .a .. I 1 'I co �� I x co ASPH 15. 'E. a RIM=20.17' 1 W a'� o IE(E)=17.77' 6 CONCI -T Q i II x u x x co Cn 0 °� x SDM . - � I 20.65. / I / - - -�I I OcT IPPE I I I oGPE -. a I x ASPH 0 uj Cn 0 x U) 0 x SDCB RIM=20.30' IE(E)=1553' 61CONC Cn 0 x Cn 0 x 0 x co co SDMH SDCB / / I / -I I I' A I I RIM=20.37' RIM=20.14' 11-T � / I �// I ) I I IE N =1571 ' 12'PVC x IE(E)=17.32' 6 CONC I m I X SDMH I IE(S)=1565' 12'PVC she o I lM 0 RIM=20.43' I �_ I / - �I 1 �O, r X IE(N)=14.96' 12'PVC I � - � I \ lE(S)=14.96' 12'PVCI 1 0 o � o o I I x o I x I I Cn x 1 Ln II I � 1IIIIIIIIIII0 1IIIIIIIIIIIM 1IIIIIIIIIII0 1IIIIIIIIIIIM 1IIIIIIIIIII0 1IIIIIIIIIIIM 1IIIIIIIIIII0 � I 1IIIIIIIIIII0 1IIIIIIIIIIIM � 1IIIIIIIIIIIM-1IIIIIIIIIIIM m � CONTINUED - SEE SHEET C4.08 0co 0co 0co 0co COVERED cw SDx SDx BOLLARDS o Cw o RIM=20.21 ' IE(W)=10.39' 24'CONC1 1E E=10.39' 24 CONC - SDx SDx wx wx x 7.-.-.-. SDCB RIM=20.07' x IE(S)=16.86' 12 PVC I I I� I� SDCB � V RIM=20.12' 1E(E)=17.33' 6'CONC I W Lu Iu) Lu IW N Lu to SDCB Z RIM=20.13' E(E)=17.39' 6"CONC I Z 0 I ASPH I I I SDCB RIM=20.10' IE(E)=17.22' 6'CONC I SDCB RIM=20.10' IF(E)=17.29' 6'CONC I SDMH RIM=20.28' IE(N)=15.08' 12 PVC IE(S)=14.95' 12 PVC IE(E)=17.42' 6 PVC I I I I SDCB RIM=20.11 ' D Ill WAS�oc� Dig. g Call Before You Di 8-1-1 or 1-800-424-5555 Underground Service USA �O Fes/ 33708 9 '1 S T Egg �� C� '1vAL v 01/�. G E N E R A T 0 R STUDIO COUGHLINPORTERLUNDEEN STRUCTURAL CIVIL SEISMIC ENGINEERING 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com SURVEYED: WH PACIFIC SCALE: As SHOWN VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM CITY OF RENTON � Planning/Building/Public Works Dept. ~ ° DESIGNED: L DRAWN: ONE INCH CHECKEDJAS WCA AT FULL 3CA1F IF NOT ONE INCH SCALE ACCORDINGLY NO. REVISION BY DATE AP P R APPROVETB B 0 10 20 40 111=20' Legend N 79°3306" E - 46.81' PROPERTY LINE 12"SS 8" SS @ xx% SANITARY SEWER ISSMH ossco SANITARY MH/CO 8'SD Sp 8" SD @ xx% STORM DRAINAGE PIPE F- , LJ �� ❑®--- O ❑� CIOYDICOICB/CB 2/MH 12" DI W w 12" DI W WATER MAIN FH, �FDC� Pl o Wtm tFDiiPIVNWV FH/FDC/PIV/VALVE Ewl EB El [_1 WATER VAULT/METER SITE/ STREET LIGHTING AS A CONDITION OF APPROVAL: A 15 FOOT EASEMENT IS REQUIRED ALONG THE WATER MAIN INCLUDING ALL HYDRANTS, METERS AND OTHER CITY OWNED COMPONENTS. THE CITY STANDARD UTILITY EASEMENT SHALL BE REVISED AND/OR A MAINTENANCE AGREEMENT SHALL BE PROVIDED SUCH THAT RESTORATION OF THE PRIVATE IMPROVEMENTS (INCLUDING BUT NOT LIMITED TO, TURF AND FENCES) ENCROACHING WITHIN THE NEW EASEMENT AND WITHIN THE EXISTING EASEMENT AREA ARE THE RESPONSIBILITY OF THE PROPERTY OWNER/GRANTEE. EASEMENT AND/OR MAINTENANCE AGREEMENT SHALL BE REQUIRED PRIOR TO CONSTRUCTION PERMIT CLOSE OUT. AS A CONDITION OF APPROVAL: THAT PORTION OF THE EXISTING EASEMENT (KC RECORDING NO. 1 9990323 1 472) FROM WHICH THE WATER MAIN WAS DEMOED SHALL BE RELINQUISHED PRIOR TO CONSTRUCTION PERMIT CLOSE OUT. LO O N N 6 1 u H H N a J T CD m O O N Lu Z Lu CU Z Z a oC 06 Lu a 0 a S-423804 W-423804 = IN COMPLIANCE WITH CITY OF RENTON STANDARDS U LL DEVELOPMENT ENGINEERING C/) NJanders 05/10/2023 0 cc Lu 0 WATER UTILITY WASTEWATER UTILITY Z ABDOUL GAFOUR 05/12/2023 jstowel l 05/15/2023 DATE.0 SEATTLE SOUNDERS FC HEADQUARTERS 05/01/2023 Lu & TRAINING CENTER RELDBOOK: J RENTON WASHINGTON PAGE: 7 DRAWING NO: UTILITY PLAN C4.05 Q SHEET, OF: Lu 46 71 (J) 00rn �CY) N N ti N ~ N n rr LU z LU 0 r V z z Q rr 06 C/) rr LU rr Q 0 Q LU 2 U LL C/) LU 0 z �0 v! LU Q LU Cn - SDx +/ \ 50 \ 1 " DECID oi-Z � 5 l 14" -0\ O`t� °BwB0C,�' �O 33708 ��SIONAL ���ti� /01 — SDx SDx SDCB RIM=15.46' STRUCTURE FULL OF WATER WATER I \� r Cl) I \ WETLAND FLAG AREA B 81-818 0 E N E R A T 0 R = STUDIO m COUGH LINPORTERLUNDEEN STRUCTURAL CIVIL SEISMIC ENGINEERING 801 SECOND AVENUE, SUITE 900 SEATTLE, WA 98104 (206) 343-0460 www.cplinc.com A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. CONTINUED - SEE SHEET C4.04 I� it 00 0 U H W W 2 W w Cn 1� Z F- Z 0 V 0 10 20 40 111=20' Legend N 79°33'06" E - 46.81' PROPERTY LINE 12'SS SS SANITARY SEWER ( �SSMH OSSCO O SANITARY MH/CO 8'SD SD 8" SD @ xx% STORM DRAINAGE PIPE F -1 'Nf] • ❑■co YD/CO/CB/CB 2/MH 12" D/ w 12" DI W WATER MAIN F FDCQ P10 W� t FDSiPIVNWV FH/FDC/PIV/VALVE Fw- ®�'"' WATER VAULT/METER SITE/ STREET LIGHTING S-423805 W-423805 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING r NJanders 05/10/2023 CONTINUED - SEE SHEET C4.10 WATER UTILITY A) L�ABIDOUL GAFOUR 05/12/2023 � NO. REVISION Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (US SURVEYED: WH PACIFIC DESIGNED: M L DRAWN: JAS CHECKED: WCA APPROVED: TBB SCALE: AS SHOWN ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M j CITY OF `RENTON Planning/Building/Public Works Dept. WASTEWATER UTILITY jstowell05/15/2023 ' SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER RENTON, WASHINGTON UTILITY PLAN 05/01/20 PAGE: C4.07 SHEET: OF: 47 71 LO O N N u H H N Q J T M O O N N IIr LU z LU U C� z z_ Q 06 C/) IIr LU Q 0 Q LU U LL Cf) LU 0 z 0 Cn LU I— Q LU C) A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. CONTINUED - SEE SHEET C4.05 CO Cn ti ___II _I _I _.rIII I,.7I� WOMEN! _WOMEN! _/ _ /_�' /I___/ /_/ rl____I�J_I Il _rl _/ MINIM MINIM , _(xo ___ N(3 ) 1 1 I - 1EE6.38 C-q/ � a sD NN o SDCB x U W I I I I l o ' RIM=20.14' X I - �- \ _� fil ' #li i96 S x , IE(E)=15.59' 6'CONC Cn I i ox I I•co ASPH ° co x co W ASPHZ •co SDCBW RIM=20.17' 1 co lE(E)=15.3' 6'CONC - j� _9Wsz I I /f I I I\ 1 r o �� o II I ICn X o I I X I 1° -- - ,��\'I I Qal_.-I � 06 - - - - - - \ / / �) 0 0 I I I l I de X r If. �8' 7 CON . XGE xdS x4S \ \ � / / / I / � � 1 1) I / I` l E) J r 1 cQN a Cn LU - • - • - -� - IQ 1111, W SE . 0 x SDCB SAWI Cn p RIM=20.20' U I I \ \ R/M=20.61 ' SDCB /E(N)=13.33' 12'PVC /E(N)=121 T 18'CONC III ASPH RIM=20.15' 1E(W)=13.10' 18'CONC Cn \ CONCa 1E(N)=13.63' 12 PVC V ' I ..\. lE(W�1�'i12'P C - xp �I lE(EJ=13.65' 12'PVC lE(S)=13.38' 12'PVC I ASPH Er � \ IE(E)=12.06 24'CONC p X 1) \ \ W w I - SDx SD I SDx Cn-.-.-.-. .-.-.-.- 11-�, .-.-.-.\-.-.-.-.-. I � • .................. .................. • .- - - -:-, ----------------------- - - a \\ I I I \ I 4 ° d 7 _ a� a ec ..a . I 4 ° ° 1 ° 1 rop -71 I I faAl ASPH a°Ia I. \ \ \ \ \ \ \ \ I .) FFE=21.50 I a SS#05A SSCOI I I I RIM=23.00 -A IE=18.14 8"(IN)W I a ° . a IE=18.14 8"(OUT)( ` \ \ \ \�INTERNAJ TE: tr i 2 LF 8" PVC @ 15.4`)/o I RPBA►s ► ►N a I IE=18.5� 1 S B PUMPHOU SEE SHEET a 5 LF 12" DI CL52 \ 93 AND C ITION OF (1) 12"x4"TEE (FL) I APPROVA (1) 4" GATE VALVE (FLxMJ) (THRUST BLOCK PER a.. IA OR STD. PLAN 330.1 I I � I f +11 °11 CF 12" DI CL°5� j (112".POLY PIg1STA�T ION AT I ;j \ \ \ \ \ \ r \ \) \ 1 1 ATER MAI Pll E.-.R I+0dI.: . SD 1°PLAhRlM-I1Q2,CC ° STA 10+ 0 a 10 L� 41 DI CE52" ° I ° I =41&2"PEPl*- 49 LF DI CL52 - �I - 7 l Q° 2" WA METER, PER ° C6R.STD.D;FL320.2 ( I .. .4"WkTERMETER, PER a a I a CC)R�TDddJTL 30.4 ° . A �. - / a I . . Q S89-5850V 290.98'� / �` ��29LF4 bl-CL52 -. n i -��-=�--�--- -3-----r------------ --� CONTINUED - SEE SHEET C4.11 OBBw��� �Q 33708 0\ tip G E N COUGHLINPORTERLUNDEEN E R A STRUCTURAL CIVIL SEISMIC ENGINEERING T 0 R 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com IN STUDIO IR•] REVISION I SDMH IE(N)=12.03' 18CONC IE(W)=12.13' 24'CONC -#€j=12:09'�4'CONC I J IISDCB RIM=20.15' IE(S)=15.57' 12 PVC I I x II ASPH I 1 � I 54 LF 8" PVC 6.3% X • (1)12"x6" TEE (FL) I •co 1 co (1) 12" GATE VALVE (FL MJ) Z (1) 12" FLxMJ ADAPTER„ 1 (1) 6" GATE VALVE (FLxMJ) FIRE HYDRANT PER COR D. PLAN 310.1 STA 10+16 SS#05 DC x n �. i -AA R 8 (IN)1N � I IE=14.67 8"(OUT)E 1 PER COR STD. PLAN SAND 401.2 PRIVATE %mm j 23 LF(n 4 I I 0 1 EMENE EMENE )_ 6?' 77 Cn o X I N 0 10 20 40 N I V I 1 „=20' I Legend � x 1 Ln ASPH •co I N 79'3306" E - 46.81' PROPERTY LINE ASPH • I J2"SS ss 8" SS @ xx% SANITARY SEWER CO X SDCB c0 SDCB �SSMH °SSCo O SANITARY MH/CO CV RIM=20.15' I RIM=20.15' CAI 0E)=16.44' 6"CONC I IE(E)=16.36' 6'CONC 8'SD SD 8" SD @ xx% STORM DRAINAGE PIPE Q L J IV ❑® • ❑■ CIO YD/CO/CB/CB 2/MH J � I 12" DI W 12" DI W w WATER MAIN FH FDC PlV WV F� WV _ _ I ° � tl DPIVN FH/FDCIPIVIVALVE x EW EB 57 WATER VAULT/METER O CY)O SITE/ STREET LIGHTING O v 1 •co I X CAI 1 SDCB RI11=20.18' L.L IE(E)=15.54' 6"CONC 7-1-�SDCB IRRC RIM=20.14' 1 0 0 /E(E)-16.35' 6 x I -- x SDCB RIM=20.15' � V IE(N)=14.01 ' 12'PVC IE(W)=14.01' 12'PVC � /`'\ W SDx 5F 5" - SDx S SDMH RIM=20.55' x IC( NC 8 CONC IE(W)=13.20' 24 CONC 1%E)=13.20' 24 CONC IE(S)=15.60' 12'PVC v x SDCB RIM=20.18' x 17.47' 6"CONC x X ASPH x x Cn SDCB Xo RIM=20.31 ' IE(E)=17.59' 6'CONC (1) 12"x6" TEE (FL) (1) 12" GATE VALVE (FLxI8J) 2" FLxMJ ADAPTER x (1) 6" GATE VALVE (FLxMJ) FIRE HYDRANT PER COR LAN 310.1 � � 1� JIW1� � �� = • ICn W x I� I to { I� Z + I� LLJ to sDCB U RIM=20.19' i } 1E(E)=16.25' 6'CONC I I ASPH I - 1 •co SDCB RIM=20.26' IE(i 16.36' 6 PVC I 15' WATER { EASEMENT, TYP I I / --- 175LF12"DI CL52 --- -- ---------------- 9 LF 6" DI C 2 (PRIVATE) -------101 LF12"DI CL52 11+50 r- - - - - - - - - - - - - - - - - - - - - - - - - - - - - r�' 1 t Immom mm LIMI mommi mimimi -NN11--1- - - LIMIT mommmi mumm momm T (MIT L MIT -j SENSE WOMEN! MINIM MINIM lSENSE mmumi mimimi mimimi mimimi mimimi mimimi mimimi mimimi mimimi imimmi mm'mm mommi mummi mimimi Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) SURVEYED: SCALE: WH PACIFIC VERTICAL: NAVD 1988 AS SHOWN HORIZONTAL: NAD 1983/1991 CITY OF DESIGNED: �:._. ML RENTON DRAWN: JAS ONE INCH DATUM • CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. WCA IF NOT ONE INCH BY DATE AP P R APPROVED: SCALE ACCORDINGLY TBB W Z W CU (D Z Z a 06 W Q 0 S-423806 W-423806 W IN COMPLIANCE WITH CITY OF RENTON STANDARDS U LL DEVELOPMENT ENGINEERING r NJanders 05/10/2023 IIr W 0 WATER UTILITY ,� WASTEWATER UTILITY Z ABDOUL GAFOUR 05/12/2023 jstowel 105/15/2023 0 SEATTLE SOUNDERS FC HEADQUARTERS 05/01/2023 LLLU & TRAINING CENTER RELDBOOK: J RENTON WASHINGTON PAGE: 7 DRAWING NO: UTILITY PLAN C4.08 Q SHEET: OF: W 48 71 A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. CONTINUED - SEE SHEET C4.06 COCO 00 --- - --O rI �T------------------`--------- i----==I, " -ir-l- mrl-�-- N x I I I I I I I I I \II I\x II�� I \ i0 IAl �, 1 I U) i � I ( i x IN N SDCBI SDCB SDCB I I I II x R1M=20.17'I I R1M=20.14' RIM=20.17' I (1 I p I I ( I ( I I I ( I I\ \\ IE(E)=17.36' 6 CONC Cn o I N I I I I/ I �I i 22" IOECID I � lE(W)=15.79' 6 CONCI o I lE(E)=16.08' 6 CONC o x x x x I � I I I< U) I `f)I x o o U)I x I I / I I I I I 5" DECID U I 1 \ ) \ tx I o I I II I I I I I I I \ � I I ASPH I • I• I � I I I I W I I I co ASPH co ASPH DECID o io io/ \ x / x • Z x co • co ( \ I® I U) \ 1 I II 1 DECID I 1 \ \ W I I I SDCB I I \/ 2" DECID ) I\ RIY=20.15' I I I I I I \ IE(E)=15.98' 6 CONC I f 1 \ y2DECID ( ) I J V o I o I x sDce o SDCR R1M=20.>6 I �I z I i u�i () R1M=20.20' IF E =16.27' 6'CONC I U) U)I ) I I I I 13" DECID ( \ \ \ IE(W)=15.88' 6 CONC \ ( I III Z \ I o i i x I x I <I I I II 1�3'\CID 13"DECID Q U)i �, - - - - 0 U I x I BOEING / o ASP I \ SIGN 06 x C� I I o x I I I sicN POST -,I I� I II I i Cn •co �' I I ° Lu 1 SDCB I I� sDce ( ( I \ n RIM=20.7 B x I I RIM=20.16' / P I 7 R1M=21.00' I N lE(N)=17.50' 6 PVC can O I Ox x I o lE(E)=16.34' 61CONC / Dx SDx SD SDx x 1 x lE(W)=17.98 12 CONC Q I I I SDCB I I I!7,1'1 - x I I rtl -4 � ► I I I R1M=21.32' x SDCB SDCB C / IE(N)=15.4 ' 24 C NC I I )) I I I I \ I {{I I R1M=20.20' x R1M=20.09' I x \ cn Q flI � o Glass 1E(E) 16.32 12'C NC 1 I I x - I°d� i lE(W)=15.81 ' 6'CONC o CO lE(E)=15.89' 6 CONC a IE(S)=15.41 ' 24 C NC W I I w I -- --- - I I , I 11 I \ \ ► I \ 00 I I 1ASPH SDMH x SDMH SPEED LIMIT o ( I I I I \I V \ 1 /j l U O I RIM=20.16' U) R1M=20.26' 15 MPH � I I Lw I CO W I 1E(N)=13.37' 12'PVC IE(N)=13.88' 12PVCSDMHIE(W)=13.36'24'CONC lE(W)=13.84'24CONCIRIY=20.22' IlE(E)-13.3T 24'CONC lE(E)=13.88' 12 PVC J, ASPH °w W COULD NOr OPEN lE(S)=15.41' 12'PVC lE(S)=15.51' 12 PVC �.I IILJJ I �� SDx S x m pS x SDkDx SDx SDx SDx SDx SDx SDx SDx I I I 1 oI 0 Q Lu \ I BUSHES/TREES r STOP ` I I I r�+ I I ------ \ ------ ----- ---__ ��-slsly_ \ Q I cn Cn 8 x x � SDMH J W WRIM=20,62' sDce x I RIM=20.12'U)I I I I o I c� IE(N)=14.10' 12 PVC I g I I x I x 11 = I E)-17.76' 6 PVC6 PVC I IE(W)=14.12' 12 PVC � \ EX S WER I I I I h I ( I \ Z E (S)=18.50' 6 PVC co SDCB o I IE(S)=15.08' 12 PVC I 1 \ ( I EASE ENr Q r x RIM=20.01' BOEING \ I Li j Z o i I- - - . - - IE(E)=16.09' 6'PVC 18 LF 8" PVC @ 1.0% SIGN I EWER EASEMENTI SEWER CONNECTION I I I \ \l I I / U 0 I � I I (PRIVATE) I I IN OAKESDALE AVE SE I I CONNECT TO 72" SEWER MAIN AT 1 Io U (n q�QI�'IpR I o q�pRp I SDCB a I o I V I ( I I EXISTING MANHOLE IN OAKESDALE I I`o \ x� x �101 x �Idr I I RIM=20.02 x f I 72 LF 8" PVC @ 5.8% ( I AVE SW PER KING COUNTY IE(E)=16.17' 6� 'PVC r - _ I STANDARDS. CONTRACTOR TO 1 \ 1 5 x I SDCB llW1-1 i1vin VERIFY ELEVATIONS PRIOR TO o R1M=20.12' J I G I �, lE(W)=16.74' 6 PVC �, _ I 1 INSTALLATION. MATCH EX CROWNS / / I o \I I r/ 100 YEAR o I o J I I WITH NEW PIPE CONNECTION I I I III I FLOODPLAIN 3 I i x SS#02 SSMH - 48" x I I I I x\ �- LIMIT LIMIT �� ( 1 I 0 D f E \ I I I\ \\ 1 ELEVATION 0 O N 0 10 20 40 N iii U 111=20' Legend N 79°33'06" E - 46.81' PROPERTY LINE co O 12"SS 8" SS @ xx% SANITARY SEWER O O SSMH 0SSCO O • SANITARY MH/CO N N 8'SD SD 8" SD @ xx% STORM DRAINAGE PIPE Q r L� �v v f] • ❑■co YD/CO/CB/CB 2/MH J 12" DI W w 12" DI W WATER MAIN F FDCQ P10 1/1� t FD�PIVNWV FH/FDC/PIV/VALVE Ewl 116 ", WATER VAULT/METER O SITE/ STREET LIGHTING O O N x I A PH I ASPH I RIM=20.38 I I RIA =21.2 ' I x \ I I I 1 I BFE=20.0 cn IE=9.87 8"(IN)S I C ULD r OP N x I I I= I \ o // I W � I I cn I IE=9.77 8"(OUT)E Cn l I 0 co o \ q I o x v v I J - - - PER COR STD. PLAN x I I SS#01 SSMH - 48 400.1 AND J01.2 11 I RIM=21.25 I I I I/ / 1 Z K x I I IE=9.58 8"(IN)W I I) / / I W `° I co I r I I� P. IE=9.48 8"(OUT)E o • o • 01 I co ER COR STD. PLAN I I i i AS A CONDITION OF APPROVAL: r x I A00.1 AND 401.1 I I I I I SEWER PLANS ARE SUBJECT TO REVIFf�N AND K I I I 89 LF 8" PVC @ 1.0% I a \ I I APPROVAL BY KING COUNTY. NO WORK SHALL i / J Z x (PRIVATE) I I _ \ I OCCUR ON THE SEWER SYSTEM UNTIL PLANS I I I I I IF -I �aa. I I HAVE BEEN APPROVED BY KING COUNTY. THE ( \� -\ 0 p ICl)_- I S x SDx S x SDx I CITY WILL COORDINATE THE SEWER PLAN I D I I SDCB SDC8 x 1 - I I I .Q I I / I I I REVIEW WITH KING COUNTYZAPPLICANT MAY \ I \ RIM=20.03' I RIM=20.09' SS#03 SSMH - 48" I SDCB / I I I 1 1 NEED TO REVISE DRAWINGS BASED ON THE \ o IE E =16.24' 6 PVC a RIM=21.00 \ Cn 1E(W)=16.67' 6'PVC O _ RIM=20.37 I I I' I lE(N)=15.0 ' 24" ONC / i 1 KING COUNTY REVIEW/ / ( / SDCB SS#04 SSMH - 48" I cn IE=10.85 8"(IN)W I I I IE(E)=15.9 ' 12" NC I I m \ / \ w RIM=20.71' �4 RIM=20.36 I I x I IE=10.75 8"(OUT)N I I I I I I o I \ I ( / `- IE(N)=18.96' 6 PVC . d IE(S)=15.O ' 24" ONC I I I 1 I IE=12.77 8 (IN)W - PER COR STD. PLAN a I I I I I I I I ) / (n IE=12.67 8"(OUT)E I I - \ I 400.1 AND 401.2 I I I PRIVATE)PVC @ 0.8% PER COR STD. PLAN �� PRIVATE 1 o I I I I I) I II i_ I ' ( I ` \ W ( 400.1 A D 4 .2 I `9182 LF "PVC 1.0% I�R�IVAT \ I I I �. ( x PRIV @ I I II \ / I II I I - - llWl� �IllWll - lIW - llWl� - llWl- llWl� \ \�It � It I I I / Q /\ I I I I C1 (��j ;, � LIMIT - LIMIT LIMIT - LIMIT - v 175 LF 12 DI CL52 LZ 15' WATER EASEMENT TYP �I CONNECT TO EX WATER LINE 8 J �\ I' I I I I I ( I ( (j ` I I I I / / / i / Q 12+50 II N:11709440.0927 /( / I. I I I/ I I / \ I \ III I ( / // v S-423807 W-423807 W -----------------J E:1293974.615 I I I cn I- I I � I (1)12" TEE (FL) / �� ..4 I I II II I I I a I ` \I� /I I I // IN COMPLIANCE WITH CITY OF RENTON STANDARDS U - - (312" GATE VALVE�LFLxMJ) (2)12" SLEEVES (MJ)) I I I o \/I LL LIMI xILI IT DEVELOPMENT ENGINEERING VW TffR_ UST BLOCKING PER COR STD. N 300.1 It I I- _LCUT-IN PER COR STD. PLAN 300.3 (B ITYFORCES) P I\ �_ S8958'50"W 441.60' TINJanders 05/10/2023 Ir a WII �� B • BRO `S OF wAsy C' ti 7 �Q 33708 0\/�� Q WATER UTILITY WASTEWATER UTILITY %+111 Z Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) ABDOULGAFOUR05/12/2023 jstowell 05/15/2023 OZ) SURVEYED: SCALE: DATE: U) G E N wH PACIFIC HORIZONTAL- NAB 1981 CITY OF SEATTLE SOUNDERS FC HEADQUARTERS / / W AS SHOWN HORIZONTAL: NAD 1983/1991 05 01 2023 COUGH LINPORTERLUNDEEN °�'G" ML FIELDBOOK: E R A STRUCTURAL CIVIL SEISMIC ENGINEERING RENTON &TRAINING CENTER J DRAWN: JAS RENTON WASHINGTON PAGE. ONE INCH DATUM DRAWING NO: CHECKED: Planning/Building/Public Works Dept. UTILITY PLAN C4.09 Q T 0 R 801 SECOND AVENUE, SUITE 900 (206) 343-0460 AT FULL SCALE SEATTLE, WA 98104 www.cplinc.com WCA IF NOT ONE INCH STUDIO 49 N 0 . REVISION BY DATE AP P R APPROVED: B SCALE ACCORDINGLY SHEET OF, 71 V J A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. 00 00 CO Cn N N N ~ � N W z W U z z_ Q rr 06 rr W rr Q 0 Q W U LL Cn rr W 0 z 0 Cn Uj Q �W vJ CONTINUED - SEE SHEET C4.07 MEOW M" CID S53°50 53 E \ \ O 14.56 \\ \\\� / �'\ / i� \ / / / N \ \ \ I TEST PIT B4 / I o \ 17" lD / / / \ \ /� / / \ \ / / / I 0 10 20 40 V o� POND B \ — / TEST PITB5 I '�� ® `\ It/ O 18' �r PIT I %/ \ / / // \ X / \ / / / 1 11=20' \ \ U) — / 18" / x \ -_v — DECID \\ / J „ I / / l / / / / /` \ / , / Legend LO SD CB \ — — CIII� h� � / O \ 18 D / / _ \ / / — /%� \ /\ / \ X l I N 79°33'06" E — 46.81' PROPERTY LINE CIO NOT FD N — F6— — 5"CON / // \ / / \ / / — — O (APPROX. gyp} — —� — _ 1�� / �5 "DECI o 17- — — ` — J \ ' 12'SS 8 SS @ xx/o SANITARY SEWER O \ / � roc.) 0 12"DECID—�'-�—` � o,��/ � i I /� / I / \/ I �' / O I _ o >su DECIG �, /O 1 Cl / / \ / // / y / \ \ / I / SSW— ossCo O SANITARY MH/CO N ( ° 18" CON N 1Qk \ gSpH `\, // //( // ( // //I // o // ��� // `// 1 \\ / 8'SD SD 8 SD@XX/o STORM DRAINAGE PIPE Q 24" CORRUGATED N50°54'22 "W _ I / / / \I / / / / \ �/ / / / / / \ / \ \ / o � \ r � m • ❑■ ■ IOO YD/CO/CB/CB 2/MH J I I PLASTIC PIPE / 41.42' l v L J o'` \\ I / I /� 1 / // \ // \ \I// \`� G // %/ \\ // \\ ) // 12"DIW W 12"DIW WATER MAIN I I I / \ \ QJ 18" CON \ — _ —/� / / I / / % `\ / / \ / / / I FH FDC PlV WV FD� WV / \ / / I / / / \ / ° -"kh* PIVN FH/FDC/PIVNALVE EW WATER VAULT/METER O — / O ' / \ - ' / \r/ / / �/ /I SITE/ STREET LIGHTING O \ \ \ \ \ \ N40°2103"lN / / J� / 1� Imo\ I '/ L O GRAVEL �� \ \ \ \ ` ` \ \ 26.39' — \ / / /� -7 / 1 \ r \ / O T Tiff' Alf N45°42 49'E 14.98' N VACRELE, VALVE / O 1I DECID \\\ \\\\\ \\_ �1 0-9 W I W / LOT LINE ADJUSTMENT \ \\\\ \ - I W I FOR SOUNDERS \ \ \\\ \ \ I _ W I HEADQUARTERS U) l LMAIT II�I�� LIMIT LIMIT LIMIT LIMIT LIMIT LIMIT LIMIT LIMI \ \ \\ \ I = \ \ \ \ \ \\ 2- RUGATE \ \ \ \\\ I J \ \ l ( Ilk / � / / le(NW),1�5' P4"C�- P 0 11 " DECID \ \ I I \ \ \ oNDurr � \ \ \ \ \ \ � � � / \ (l � � � /� / / RIM=18.80 1E(NW)=14.45' 24 CPP ( \ O 12" DE �- \ \ \ \ \ \ ` } l l / 24' CORRUGATED 100 YEAR I PLASTIC PIPE \ I1z 1 I I FLOODPLAIN SOMH \ I � \ A � ELEVATION DECI 2��DECID I \ \ \ \ \ ` / _ I \ I I I I I \ R1M=20.53' I I I 1 \ / V BFE=20.0 \\ \ \ \ \ I J I I I TOP(NE)=14.77' MANUALRELEASE OOR I I I I \ J \ \ \ \ \ II I I I I I CAN NOT SEE ANY OTHER PIPES, I) I I I \ \ \ L \ \ \ \ \ II I I I I I STRUCTURE TOO LARGE TO SEE \ \ I I I I I J III II II I \ 15" DECID \ 1 I I I I 8" DECID\ / I °^-tou�� \ O\ \ \\ \ \ \ \ 3" DECID \ \ \ I \ I I B�9-ffgID 011 \ \ " DECID 1gDE��DECID \� 17 7" DECID \\ I I I f T I T WATER I o \ \ 1 E 4 DC \ I l i I/ i I i i I / ° 1Z 0I 0 11 " DECID �) I I O 20 / 1 \ \ I I I I J I I I I I B 8' DEc9 SEC' I l i I I I I I � I / 11 i 0 E N 33708 E R A 'ISTER� G� NAL � 00.11 T 0 R �/ STUDIO m COUGHLINPORTERLUNDEEN STRUCTURAL CIVIL SEISMIC ENGINEERING 801 SECOND AVENUE, SUITE 900 SEATTLE, WA 98104 (206) 343-0460 www.cplinc.com NO. REVISION Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) SURVEYED: WH PACIFIC DESIGNED: ML DRAWN: JAS CHECKED: WCA APPROVED: TBB SCALE: AS SHOWN ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM CITY OF RENTON Planning/Building/Public Works Dept. Ir W z W U z z_ Q 06 Ir W Q 0 S_ 423808 W-423808W = IN COMPLIANCE WITH CITY OF RENTON STANDARDS V LL DEVELOPMENT ENGINEERING Ootk (f) NJanders 05/10/2023 0� W � 0 WASTEWATER UTILITY z jstowell 05/15/2023 0 SEATTLE SOUNDERS FC HEADQUARTERS DATE: 05/01/2023 W FIELDBOOK: & TRAINING CENTER RENTON, WASHINGTON DRAWING NO: C4. 1 O UTILITY PLAN Q W U) SHEET: OF: 50 71 A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. CONTINUED - SEE SHEET C4.08 a d.a.° n 4 a ;... ° ° ° ° 4 .e . d A Aa. _ °a 1 a e i— /°e. °`dam < d a a d 4 0 �7"DECID ______ _ a — / / / / / / I e °- f o // \ // /%1� / // I ° a ° ° Q.. a. \�.ea \ I O 18 DECID \ �j ° 10"DCID Z / ' / I - . e .° e ° ° . . I a I O / 31 » CON w I / / / / \ / \ /' / / a - ° a: e ' :- ° c / -1 I- / a7X DE ° 9" DE D ° 8» DECI ° 11 »DECID1-1 d .. a ° °d.. d e a \ 0 7" DECID o » DECID \ a ) 0 11 " 0 /D �•� / �� // \/ I / �/ II .4. .Q ° tip.\aa na °: Ia °a•..°-° <a. :°: -° I J Ol 0 DECID /— o z / / \ / 12 ° \ �� / I e \ . a°.. -A . d d° J 9» DECID o `\ l / `l — ° 7" DECID \ 0 7„ S'.. a ° . ° a. a ` I / 11 »DECID CONC I I / � l ° ° I �/ \ ° 8»DECI a \ a 14 . ° p a I O 14" DECID o 8" EClld 9„ DECID l / d. a ° A :I - a ° 7" DECID 7» DECID / 7" D)qi(D I / / / / / / \ / \ I I 4 4 ° j a ° a. 1/ zi . d n a a 7 L \ 0 11 " DECID o B DECID °° a Q; J I ^ ` I ° 12" DECID 8" DECID — I Ll %` / a d e A ) e ° . 0 1� DECID / ° 6" DECID ° 7" D D I�f d ° a. a a a a ° d d . 0 I 8» DECID 7" DECID O 13" DECID o 11 » lD / / / \ / / / I I ' ° . �. 7" DECI 9 r 1 CON 8" DECID „ D C o 9» DECID Q ° Qe a / ° °�> I 7" DECID e a 4- - ad \°d \ /DE¢lD o 12" DECID I 0 % I CONC CONC 0 \ / \ I I I o 10" pECID I ! ( ° 7" EOA7 8" DECID 0 8 Ad ° " �%DECl� — — ° 8" X \ J D 8" CO ° � J o D DECID o 10" DE l / m _ O �3" D l 0 10" DECID ° 8" DECID U �\LIMIT LIMIT \ ,0" D�CID 1 N ° LL R*I I ° DECID ° 8 ClD o 9" DAD 12" DECID— / 0 9" DECID \ 0 8" D£CIDECID U J ° /D IH 8„ D ClD° 7" DECID o 9" DECID ° 8" DECID W W � I \ 0 12" DECID l � � ELI LU_ I I � ° 8 DECID I W Q = I /„ 0 8" DECID o 0 0 8» DECI 0 8" DECID " Cl D o II I� I (/ 9" OECID � DECID � I J � D�CID 7 0 " DE / w z I / I 1 /\ \ 6» ECID / I � � � �° 8" DECID I � W � / � � ^ J / / ° 10 DECID ° 8 ° 7 W I J J 9 ECID l / I \ .) \ 09"DECID I I LU 0 I / I �/ �' / O I \ l ° " Clg 7" DECID 6» DEC ` I 0 8" DECID U) c— — � ) "DEC o I o 12" DECID— — 4 � LIMIT LIMIT N� �I LIMIT , "� � 1 LIMIT" I o I 12" DECID L 8" DECID \ ClD 8\ _ / \ 8 DECID / � � ° 7" DECID ° 7" D, ! 0 i t" D lD0 ta» DECID 0 J W / / I I 1 \ W Z 7" DECID (D� Z J / r 100 YEAR "F» DECID `�.,r�" , Q H I O 15» DECID / / I FLOODPLAIN 12" DECID _ I H Lij>8" ECID / ! I I / ° 7" DECID 7' D Z O I ° ® ECID 6 ECID / I I ) \ ELEVATION ° 8" DECID �o 10' e- �EGID I 0 11" / ° 8" DEC 2 V BFE=20.0 ° 7 ID \ 1 \ / O 21 " DECID / I O DECID / / / ` \ I \ — l I o 11 " DECID \ / / 0 8" DECID ` CONC / ` 0 7" DECID / CONC / I 0 8» / _ S ° 37 DECID \--_� DECN / / I \ II i \� / \ / \�I o 12" DECID 0 11"DECID—�--�—�— / \ \ / r / — —,, — ° 10 DECI 11 " DECID I O 16" DECID / � / / _ n /!o 05„ /Q—J ) \ I ) I 08' DECI 0 12/- 1 " 1 DECID / I 1 I o (9» XE D 1 DECID 1 60" tCID o O / 15" DECID /' / / / / �" DECID I / 1 ° 8 I10"ACID \ \ / — \ / /� p D 10� DECID l 0 12" DECID \ 8 ECID 0 8" / / I >7" DECID / / / 1/— / / I 17" DECID I O 14» 1 ECl I \ / 0 j DECID / / / " DECID \ \ Il ° " D&D ( I \ \ O 19" DE l / / 1 "DECID I I \ o g; \ 0 8" D Cl I "D \ \ 0 C� 7" D P1 " DE O 25" ON DECID 0 10" DECID / I 0 8" / / / / / \ / � 0 8" DECID _ � 1 ° DECID �/ / /' \ ° 10" DECID \ ' 12" DECID h 12 �' FCID J 0 7�" DECID DECID O 12ECID 13" DECID 1 o I 1\ 7" DECID / O 1 / 17�F�ClD / / /I 1 I z / p� 60" DECID I/ \ J �J ° 6"ECID / 0 1 D / / / / 14" DECID I J l \ O�/ I DECID r B. BRO 1 O� WAS C, �� �Q 33708 0\/�� 16 DECID I 11 » CONC \ D lD \ 0 11 " DECID 0 12 12 / i I 10"�ECIp � \ I O 15" CON0 12 � 1 %O O 14" DECID 1 DECID — ti 0 9 D DECI °10" DECID I 10 15" DECID 0 8" DECID L — _ 10" ° E I \ / . 3» C ECID � \ J ECID \ 0» nni / 9" DECID CONC G E N COUGH LINPORTERLUNDEEN E R A STRUCTURAL CIVIL SEISMIC ENGINEERING T 0 R 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com = STUDIO Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) SURVEYED: SCALE. H PACIFIC VERTICAL: NAVD 1988 DESIGNED: AS SHOWN HORIZONTAL: NAD 1983/1991 CITY OF ML RENTON DRAWN: VR JAS ONE IN DATUM CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. WCA IF NOT ONE INCH N 0 . REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY TBB O 0 N 0 10 20 40 N U 111=20' Legend r�- LO � N 79°33'06" E - 46.81' PROPERTY LINE 12"SS 8" SS @ xx% SANITARY SEWER 0 O )SSMH oSSCo o SANITARY MH/CO N N 8'SD S� 8" SD @ xx% STORM DRAINAGE PIPE Q r L - �J v f] • ❑■co YD/CO/CB/CB 2/MH J 12" DI w w 12" DI W WATER MAIN FH FDC� Pl0 WV tR* PIVNWV FH/FDCIPIVNALVE Ewl WATER VAULT/METER O CY) SITE/ STREET LIGHTING O LU z LU CU z z a o� W U7 LU Q 0 a 809 U LL U7 Ir w 0 WASTEWATER UTILITY z jstowe1105/15/2023 0 DATE: SEATTLE SOUNDERS FC HEADQUARTERS 05/01/2023 w & TRAINING CENTER FIELDBOOK: J RENTON WASHINGTON PAGE. 7 DRAWING NO: UTILITY PLAN C4. 1 I Q SHEET. 51 OF: 1 w U7 S-423809 W-423 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING r NJanders 05/10/2023 A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Utility Specifications Utility Specifications Utility Specifications Q� Water Utility Notes and Specifications Valves shall be designed for a minimum water operating pressure of 200 psi. Gate Standard Plans & Specifications 7-11.3(11). The loss in pressure shall not exceed 5 psi Z 0 N i valves shall be Clow List 14, Mueller Company NO. A2380 or M & H. during the 2 hour test period. J THESE NOTES SHALL APPEAR ON PROJECTS FOR THE WATER UTILITY. Z CN 9. Fire hydrants shall be Corey type (opening with the pressure) or compression type 19. All watermains and services shall be disinfected by the injection of a 50 ppm (minimum 1. All work material shall be in conformance with the standards and specifications of the City of Renton Planning/Building/Public Works Department and the latest edition of the o enin against pressure) conforming to AWWA C-502-85 with a 6 inch mechanical (opening 9 P ) 9 joint inlet and a main valve opening (M.V.O.) of 5-1/4 inch, two 2-1/2 inch hose nozzles concentration chlorine water solution. Dr Calcium H ochlorite shall NOT be laced in ) / Y YP p the pipe as laid. Chlorine shall be metered/injected in accordance with Section 7- 4" PER I z r MANUFACTURER'S 4 g RECOMMENDATION w K WSDOT/APWA Standards and Specifications, as approved and modified by the City of with National Standard Threads 7-1/2 threads per inch and one 4 inch pumper nozzle 11.3(12)E or 7-11.3(12)F of the Standard Specifications referenced above. w Renton in the Renton Standard Plans & Specifications. A set of approved plans shall be with the new Seattle Pattern 6 threads per inch, 60 degrees V. Threads: outside o kept on site at all times during construction. diameter of male thread 4.875 and root diameter 4.6263. Hydrants shall have a 1-1/4 20. Apre-construction conference is required prior to any construction. A minimum of five a inch pentagon operating nut opened by turning counter clockwise (left). (5) working days notice is required for scheduling. I o �1'MIN (D---� ODI 2. 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 Works Department at 10. The two 2-1/2 inch hose nozzles shall be fitted with cast iron threaded caps with 21. Twenty-four (24) hours notice will be required prior to starting new construction. - - I i' (425) 430-7301. The Police Department Fire Department and 911 shall be notified 24 operating nut of the same design and proportions as the hydrant stem nut. Caps shall W hours in advance of any work in the right of way. be fitted with suitable neoprene gaskets for positive water tightness under test 22. It shall be the contractor's responsibility to secure all necessary permits prior to starting I I MIN E B I pressures. construction. 8 Z U-1 3. All locations of existing utilities shown are approximate and it shall be the contractor's responsibility to verify the true and correct location so as to avoid damage or 11. The 4 inch pumper nozzle shall be fitted with a Storz adapter, 4 inch Seattle Thread x 5 23. Installation of corporate stops, water services, lines and meters shall not be done until O MAIN ° 0 V disturbance. For utility locates call 48-hour locators 800-424-5555. inch Storz. Storz adapter shall be forged and/or extruded 6061-T6 aluminum alloy, all service agreements, meter applications, construction permits, and payment of fees I H ° hardcoat anodized. Threaded end portion shall have no lugs and two set screws 180 have been made to the City of Renton. I. it 4. An approved Traffic Control Plan is required to be submitted at the Pre -Construction degrees apart. Storz face to be metal, no gasket to weather. Storz cap to have NOTES: F ° H z meeting. synthetic molded rubber gasket, and shall be attached to hydrant adapter with 1/8 inch, 24. All connection to existing mains is to be accomplished by the City of Renton, except wet 1. FIRE HYDRANT TO BE PAINTED WITH TWO COATS OF SAFETY YELLOW DTM ACRYLIC GLOSS OR ENAMEL PAINT. _ coated, stainless steel, aircraft cable. taps, which may be made by approved wet tap contractors with prior approval from the Z 5. Datum for Vertical Control shall be North American Vertical Datum 1988 Meters, and for Public Works Department. All necessary excavation and materials are to be supplied by 2. PUMPER NOZZLE TO FACE ROADWAY OR AS DIRECTED BY RRFA. Q Horizontal Control shall be North American Datum 1983/1991 Meters unless otherwise 12. Fire hydrants shall be painted with two coats of paint. Preservative paint number 43- the contractor and be on -site prior to City notifications. 3. A MINIMUM 3' RADIUS UNOBSTRUCTED WORKING AREA SHALL BE PROVIDED AROUND THE OUTSIDE OF THE HYDRANT. approved by the City of Renton Public Works Department. Reference benchmark and 655 safety yellow or approved equal. 25Inspection ill baccomplished bifh nspecton we a representative othe City of Renton. It shall be MATERIALS �-- elevations are noted on the plans. 13. Pumper connection to face roadway assembly. . y the contractor's responsibility to notify Development Services twenty four (24) hours in COMPRESSION TYPE HYDRANT (SEE APPROVED MATERIALS LIST) WITH 6" MJ INLET WITH LUGS, 5 Y4" MVO, ( HYDRANT I A" PENTAGON OPERATING NUT, TWO (2) 2 Y2" NST HOSE NOZZLES, AND 4.875" SST PUMPER NOZZLE 06 6. All watermain pipe is to be cement lined ductile iron pipe conforming to AWWA C110 advance of backfilling all construction. The contractor, as well as the engineers, shall EQUIPPED WITH 5" STORZ ADAPTER AND 1/8" STAINLESS STEEL CABLE, WITH EXTENSION IF NECESSARY. and C111 or latest revision, thickness Class 52. Cement mortar lining and seal coating 14. Fire hydrants shall be installed per City of Renton Standard Detail for fire hydrants, keep as -built drawings. 0 TEE MAIN LINE TEE WITH 6" FLANGE SIDE OUTLET (n shall conform to AWWA C104 or latest revision. Pipe joints to be push -on or mechanical latest revision. c VALVE 6" GATE VALVE (FLxMJ) Er joint. Bedding to be Class C. All ductile iron pipe and fittings shall be polyethylene 26fttid it - t t t C . Contractor o provide plugs and temporary blow -off assemblies or testing anpurity D O VALVE BOX VALVE BOX AND LID PER STD PLAN 330.7 W wrapped per ANSI/AWWA C105/A21.5-93 Standards. 15. All watermains 10 inches and smaller to maintain a minimum cover of 36 inches below acceptance prior to final tie-in. PIPE CLASS 52 DI, LENGTH TO FIT finish grade. All watermain 12 inches and larger shall be at a minimum of 48 inches OF JOINT RESTRAINT MECHANICALJOINT RESTRAINT OR (2) 3/4" CORTEN STEEL TIE RODS FOR DISTANCES OVER ONE PIPE LENGTH Ir 7. Cast iron and ductile iron fittings shall be cement lined, pressure rated as noted on below finish grade. Where utility conflicts occur, watermains are to be lowered to clear. g `r � 27. All joint restraint systems (shackle rods, nuts, bolts, etc.) shall be as manufactured by the Star Manufacturing Company Columbus Ohio, in by the G GRAVEL 11/4' WASHED DRAIN ROCK, MINIMUM 1' ABOVE BOOT FLANGE WITH 8-MIL POLYETHYLENE SHEETING O plans, and in accordance with ANSI/AWWA C110/A21.10-87. Cement lining shall be in of or equal, approved writing AROUND TOP AND SIDES OF GRAVEL Q accordance with ANSI/AWWA C104/421/4-90. If fittings are 3 to 12 inches in diameter 16. All watermains 6 inches and larger in diameter shall be cleaned with pipe cleaning Public Works Department. CONCRETE BLOCK MINIMUM 16"W'x4" CONCRETE BLOCKS UNDER FIRE HYDRANT AND GATE VALVE Z) and have mechanical joints, the fittings shall in accordance with either ANSI/AWWA "PIGS" prior to disinfection. The "Poly pigs" shall be Girard Industries Aqua Swab -AS or OI BLOCKING CONCRETE BLOCKING PER STD PLAN 330.1 C110-A21.10-87 or ANSI/AWWA C153/A21.53-94. Three (3) inch to 12 inch diameter approved equal, 2 lb/cu. ft. density foam with 90A durometer urethane rubber coating "PIG" 28. Asphalt and concrete street paving shall be sawcut to a minimum depth of two (2) inches. Oil be All 4'x4'x6" CONCRETE SHEAR BLOCK AROUND FIRE HYDRANT WITH EXPANSION JOINT AT BACK OF SIDEWALK, O SHEAR BLOCK FINISH TO MATCH SIDEWALK, ALL CONCRETE SHALL BE MINIMUM 3,000 PSI AND SHALL BE MECHANICALLY fittings which have mechanical joints and/or flanged joints shall be in accordance with ' on the rear of only. Y mat streets may spade cut. surface concrete, pavement, sidewalks, MIXED - JOB SITE MIXING, HAND -MIXED CONCRETE, AND MOBILE CONCRETE MIXERS ARE NOT ALLOWED. Q ANSI/AWWA C110/A21.10.87 or a combination of ANSI/AWWA C110/A21.10.87 and 17. "PIGS" shall be cylinder shaped with bullet nose or square end. The contractor will curb, gutters, and driveway approaches shall be sawcut to a minimum depth of two (2) inches or removed to an existing expansion joint. OK PAVEMENT MARKER BLUE REFLECTIVE PAVEMENT MARKER PER STD PLAN 310.3 STD. PLAN - 310.1 W ANSI/AWWA C153/A21.53-94 such that the portion of the fitting with a mechanical perform the cleaning operation. APPROVED: joint(s) may be with ANSI/AWWA C153/A21.53-94 and that portion of the fitting with 29. A temporary cold mix asphalt patch shall be placed on the day of initial excavation with PUBLIC WORKS � DEPARTMENT FIRE HYDRANT ASSEMBLY flanged joint(s) shall be in accordance with AWWA C110/A21.10-87. Acceptance testing flanged in accordance accordance with section 53.53 of ANSI/AWWA section 10-4.3 of ANSI/AWWA 18. All watermains and services shall be pressure tested to a minimum of 200 psi or 150 psi a permanent, sealed patch to be placed, to City of Renton policy, within 10 days. Call DATE V shall be obtained by the contractor and transmitted to the owner. over operating pressure, in accordance with the specifications of the City of Renton and for subgrade inspection prior to placement of final patch. * NTS W the Washington State Health Department. All pressure testing shall be done in the Fire Hydrant Assembly 4 (� 8. Gate valves shall be iron body, bronzed -mounted, double disc with bronze wedging presence of a representative of the City of Renton. The quantity of water lost from the 30. For City projects such as telemetry conduit, the PVC pipe used shall be All chemical Y rant y U) device and 0-ring stuffing box (AWWA C500) or of resilient seated type (AWWA C509). main shall not exceed the number of gallons per hour as listed in City of Renton process lines shall be schedule 80 PVC pipe. Schedule 40 in unimproved areas and schedule 80 PVC pipe under improved areas. W 90' BEND 45° BEND Z NTS NTS NTS A C 0 Utilitiy Plan General Water Notes Utilitiy Plan General Water Notes 2 Utilitiy Plan General Water Notes 3 C J W NOTES: _J PLAN 1. VAULTS SHOULD NOT BE INSTALLED IN AREAS WITH VEHICLE TRAFFIC. w w I CAP /PLUG 22 z° BEND z IN UNIMPROVED ROW z CITY PRIVATE } NSTALL METER BOX AT 2. ALL INTERIOR METAL INCLUDING PIPE, VALVES, AND FITTINGS TO BE PAINTED WITH TWO COATS OF EPDXY AS APPROVED BY THE �. PROPERTY LINE WITH PIPING I PIPING ° ENGINEER. USE TNEMEC SERIES 135 CHEMBUILD MODIFIED POLYAMIDE EPDXY. APPLY PER MANUFACTURERS INSTRUCTIONS. wa. 12"COPPERTAILPIECE a' -------- ----------------- 0 0 I j 6„ j 3. VAULT AND HATCH MODELS ARE PROVIDED AS REFERENCE. SHOP DRAWINGS SHALL BE SUBMITTED TO THE CITY FOR APPROVAL. B D �/� a V J D K a SIDEWALK �I I S j MIN j V 4. FOR 3" AND 4" METERS, USE 2" BYPASS MATERIALS, AND FOR 6" METERS, USE 3" BYPASS MATERIALS, AS INDICATED BELOW. `ice FINISHED GRADE I I i1 i1 R c I 5. INSTALL WATER METER RADIO &BATTERY UNITS IN ACCESS HATCH PANELS WITH MINIMUM 6" SEPARATION. 9" TO 12"MM9 I .° 12"-� i 6" E A B D 6- °a MATERIALS o I �iMIN MINi� - OA METER AMI WATER METER (SENSUS OMNI WITH INTERNAL STRAINER) WITH RADIO AND BATTERY UNIT O H 21" TO 30" I I ®®® "I ®®® O 2" BRASS NIPPLE (MIPTxMIPT), 6" LONG, CONNECTED TO TEST PORT OF COMPOUND METER v MINIMUM BEARING AREA AGAINST UNDISTURBED SOIL (SF) PIPE SIZE PRESSU O O O O O (PSI)RE 4 200 2/(1) 1/(NONE) 1/(NONE) NONE NONE 300 3/(2) 2/(2) 2/(1) 1/M NONE 6 200 4/(3) 3/(2) 3/(1) 1/(1) 1/(NONE) 300 6/(4) 4/(3) 3/(2) 2/(1) 1/(NONE) 8 200 7/(5) 5/(3) 4/(3) 2/(2) 1/M 300 11/(8) 8/(5) 6/(4) 3/(2) 2/(1) 10" 200 11/(8) 8/(6) 6/(4) 3/(2) 2/(1) 275 16/(11) 11/(7) 9/(6) 5/(3) 3/(2) 12 200 16/(11) 11/(8) 9/(6) 5/(3) 3/(2) 250 24/(16) 17/(11) 13/(9) 7/(5) 4/(3) 14" 200 22/(13) 16/(11) 12/(8) 6/(4) 3/(2) 250 33/(22) 23/(16) 18/(12) 9/(6) 5/(3) 16" 200 29/(19) 21/(14) 16/(11) 8/(6) 5/(3) 225 32/(21) 23/(16) 17/(12) 9/(6) 5/(3) 18" 200 36/(24) 26/(17) 20/(13) 10/(7) 5/(4) 20" 200 45/(29) 32/(21) 24/(16) 13/(8) 7/(4) 24" 1 200 64/(43) 46/(30) 35A231 18/(12) 9/(6) N 1" BALLCORP (MIPTxFIPT), FORD FB1700-4-NLOR EQUAL, FOR 3" METER TEE 11 Y4° BEND *VALUES BASED ON SAFE BEARING LOAD OF 2,000/(3,000) PSF OO J" f I° E E a ° O METER TEST PORT OR 1 Y2" BALLCORP (MIPTxFIPT), FORD FB1700-6-NL OR EQUAL, FOR 4" AND 6" METERS 2"X2 1/2" ADAPTER (MIPTxMNST) I a 2 �" CAP (FNST) B SOILTYPE SAFE BEARING LOAD (PSF) MAIN I PIPE SLEEVE J K L M N MIN H E a. L________________I_________________ O ADAPTER FLANGED COUPLING ADAPTER, MUCK OR PEAT 0 c L SEE DETAIL, THIS SHEET °' 0 a 4 O PIPE CLASS 52 DI PIPE (PExFL) SOFT CLAY 1,000 r P OE VALVE (2) GATE VALVE (FLxFL) WITH HANDWHEEL SAND 2,000 IL -SAND AND GRAVEL 3,000 MATERIALS 11/2" SERVICE 2" SERVICE ELEVATION O PIPE SUPPORT ADJUSTABLE PIPE SADDLE SUPPORT, GRINNELL FIG 264 OR EQUAL, WITH BASE, BOLTED TO FLOOR CEMENTED WITH CLAY 4,000 O TEE 2" TAPPED REDUCING TEE (MJxFIPT) 2" TAPPED REDUCING TEE (MJxFIPT) GO SERVICE SADDLE (2) 2" NPT SADDLE, SMITH-BLAIR MODEL 313 OR EQUAL OR (2) 6"X3" TEE (MJXFL) HARD SHALE 10,000 OB PIPE 2" BRASS NIPPLE (MIPT), 4" LENGTH 2" BRASS NIPPLE (MIPT), 4" LENGTH I I 6" OH BYPASS VALVE (2) 2" BRASS GATE VALVE (IPT) OR (2) 3" GATE VALVE (FLxFL) WITH 3" THREADED (IPT) FLANGE 2" GATE VALVE (FIPT) WITH SQUARE OPERATING 2" GATE VALVE (FIPT) WITH SQUARE OPERATING �I f MIN (D VALVE O BEND (2) 2" 90° BEND OR (2) 3" 90° BEND NOTES: NUT AND EXTENSION PER STD PLAN 330.8 NUT AND EXTENSION PER STD PLAN 330.8 OD VALVE BOX VALVE BOX AND LID PER STD PLAN 330.8 VALVE BOX AND LID PER STD PLAN 330.8 U JO BYPASS PIPE 2" GALVANIZED PIPE, EPDXY COATED, OR 3" GALVANIZED PIPE, EPDXY COATED 1. MINIMUM BEARING AREA MUST BE ADJUSTED FOR PIPE SIZE, PRESSURE, AND SOIL CONDITIONS. 2" x 1 Y2" BRASS COUPLING (MIPTx PACK JOINT), 2" BRASS COUPLING (MIPT x PACK JOINT), FORD S a 2" STRAIGHT FLANGE BALL VALVE (FLxFIPT) WITH PADLOCK WINGS, FORD BF31-777W-NL OR EQUAL 2. FITTINGS SHALL BE POLYWRAPPED PRIOR TO POURING CONCRETE BLOCKING. O E COUPLING FORD C44-76-Q-NL OR EQUAL C84-77-Q-NL OR EQUAL K BYPASS METER VALVE OR 3"x2" REDUCER WITH 2" BRASS NIPPLE 3. CONCRETE BLOCKING SHALL BE CAST IN PLACE AND SHALL HAVE A MINIMUM OF 0.25 SF BEARING AREA AGAINSTTHE FITTING. OF TUBING 1 Y2" TYPE "K" SOFT COPPER TUBING 2" TYPE "K" SOFT COPPER TUBING ° PIPE SLEEVE R E R (DBYPASS METER 2' AMI BYPASS METER WITH RADIO AND BATTERY UNIT, TO BE PROVIDED BY THE CITY 4. CONCRETE BLOCKING SHALL BEAR AGAINST FITTINGS ONLY AND SHALL BE CLEAR OF JOINTS TO PERMIT TAKING UP OR DISMANTLING JOINT. c 1 Y2" 900 BRASS BEND (PACK JOINT x PACK JOINT OR 2" 900 BRASS BEND (PACKJOINTx PACK JOINT OR SEE DETAIL THIS SHEET MO METER FLANGE 2" METER FLANGE (FLxFIPT), FORD CF31-77-NL OR EQUAL, OR 3"x2" REDUCER WITH 2' BRASS NIPPLE O BEND PACK JOINT x FIPT), FORD L44-66-Q-NL OR PACK JOINT x FIPT), FORD L44-77-Q-NL OR 5. CONTRACTOR SHALL INSTALL BLOCKING ADEQUATE TO WITHSTAND FULL HYDROSTATIC TEST PRESSURE AS WELL AS TO CONTINUOUSLY L41-66-Q-NL OR EQUAL L41-77-Q-NL OR EQUAL 6" D 6 ON UNION 2" TWO-PART UNION OR 3" TWO-PART UNION WITHSTAND OPERATING PRESSURE UNDER ALL CONDITIONS OF SERVICE. 1 Y2" VERTICAL METER SETTER WITH BYPASS, 2" VERTICAL METER SETTER WITH BYPASS, FLANGED MIN MIN FLANGED ANGLE BALL VALVE AND PADLOCK WINGS ANGLE BALL VALVE AND PADLOCK WINGS ON INLET, OO TEE 2" TEE OR 3" TEE 6. ALL CONCRETE SHALL BE MECHANICALLY MIXED. JOB SITE MIXING, HAND -MIXED CONCRETE, AND MOBILE CONCRETE MIXERS ARE NOT ALLOWED. ON INLET, ANGLE CHECK VALVE ON OUTLET, AND ANGLE CHECK VALVE ON OUTLET, AND BALL VALVE ® O BUSHING 2"x3/4" BUSHING OR 3"x3/4" BUSHING WITH 3/4" PLUG OH METER SETTER BALL VALVE ON BYPASS WITH PADLOCK WINGS, ON BYPASS WITH PADLOCK WINGS, - 7. IN MUCK OR PEAT, ALL THRUSTS SHALL BE RESTRAINED BY PILES OR TIE RODS TO SOLID FOUNDATION OR MUCK OR PEAT SHALL BE FORD VBH86-12B-11-66-Q-NL, A.Y. MCDONALD FORD VBH87-12B-11-77-Q-NL, A.Y. MCDONALD O ® WATER MAIN CLASS 52 DI PIPE WITH RESTRAINED JOINTS REMOVED AND REPLACED WITH BALLAST OF SUFFICIENT STABILITYTO RESISTTHRUST. 730B-612WDFF665, OR MUELLER B-2427N (1 %"), 730B-612WDFF665, OR MUELLER B-2427N (2"), Q BYPASS NOT PERMITTED ON IRRIGATION METERS BYPASS NOT PERMITTED ON IRRIGATION METERS ° a A G OR WALL FLANGE MIDSPAN PIPE RESTRAINT WITH CONCRETE BLOCKING PER STD PLAN 350.7 8. CONCRETE BLOCKING SHALL BE LEFT OPEN OR SHEETED FOR MINIMUM 24 HOURS. F 12"' MIN OI METER SPREADER 13 %6' RIGID METER SPREADER (TEMPORARY) 17 %6" RIGID METER SPREADER (TEMPORARY) O CONCRETE VAULT OLDCASTLE PRECAST VAULT, MODEL NUMBERS PER TABLE BELOW, OR EQUAL STD. PLAN - 330.1 OWATER METER AMI WATER METER WITH RADIO AND BATTERY UNIT, AMI WATER METER WITH RADIO AND BATTERY UNIT, ° MINIMUM 4" PVC FLOOR DRAIN, SLOPE TO STORM DRAIN OR DAYLIGHT TO DRAINAGE DITCH WITH WIRE C PUBLIC WORKS CONCRETE BLOCKING APPROVED: TO BE SUPPLIED AND INSTALLED BY CITY FORCES TO BE SUPPLIED AND INSTALLED BY CITY FORCES TO DRAIN MESH RODENT SCREEN AT DRAIN OUTLET, SEAL PIPE PENETRATION WITH WATER TIGHT GROUT DEPARTMENT 17"X30" METER BOX, ARMORCAST A600164OPCX18, 17"X30" METER BOX, ARMORCAST A600164OPCX18, FOR HORIZONTAL FITTINGS O METER BOX WITH METER BOX LID, ARMORCAST WITH METER BOX LID, ARMORCAST 12" 4 - - T TWO LOCKING HINGED ALUMINUM DOORS, TRAFFIC -RATED, WITH SLIP -RESISTANT TREATMENT, MARKED � bl a Ma°�wo,�Aam,�u�,a�o, DATE � TS A6001947RCI-H7, TO READ "RENTON WATER" A6001947RCI-H7, TO READ "RENTON WATER" MIN O ACCESS HATCH WATER", LW PRODUCTS MODEL NUMBERS PER TABLE BELOW, OR EQUAL. 1 Y2" COUPLER (PACK JOINT x PACK JOINT), FORD 2" COUPLER (PACK JOINT x PACK JOINT), FORD VO LADDER GALVANIZED STEEL LADDER SECURED TO VAULT PER STD PLAN 350.8 Concrete Blocking 000UPLER C4#-6#-Q-NL OR EQUAL, WITH GALVANIZED PLUG IF C4#-7#-Q-NL OR EQUAL, WITH GALVANIZED PLUG IF PIPE SLEEVE PRIVATE SERVICE LINE IS NOT YET INSTALLED PRIVATE SERVICE LINE IS NOT YET INSTALLED O GRAVEL FOUNDATION GRAVEL PER WSDOT STANDARD SPECIFICATIONS, 12" MINIMUM ALL DIRECTIONS S 4 2 3 810 W 4 2 3 810 OM GRAVEL CRUSHED ROCK BASE TO SUPPORT METER BOX, CRUSHED ROCK BASE TO SUPPORT METER BOX, METER BYPASS TO BE EXPOSED METER BYPASS TO BE EXPOSED PVC PIPE SLEEVE STD. PLAN - 320.2 =_ - EPDXY SEALANT ffu r�- PUBLIC WORKS 1 Y2" AND 2" WATER SERVICE APPROVED: PIPE IL `5 DEPARTMENT IN PLANTING STRIP _ _= EPDM MODULAR SEAL, DATE LINK -SEAL MODEL C WITH 316SS BOLTS AND NUTS IN COMPLIANCE WITH CITY OF RENTON STANDARDS IIIIIIIIIIN DEVELOPMENT ENGINEERING STD. PLAN - 320.4 Sht. 1 of 2 STD. PLAN - 320.4 Sht. 2 of 2 NJanders 05/10/2023 PUBLIC WORKS 3", 4", AND 6" WATER METER APPROVED: PUBLIC WORKS K 3", 4", AND 6" WATER METER APPROVED: DEPARTMENT DEPARTMENT NTS P e 11wo�k=°Admi,i,t,a°, NT13TE P e 11wo�k=°Admi,i,t,a°, NT13TE WATER UTILITY B• 2" Water Meter 5 4" Water Meter 6 4" Water Meter 7 ABDOUL GAFOUR 05/12/2023 wAsh,1��� SURVEYED: SCALE HORIZONTAL: NAD 1983/1991 05 01 2023 � 0 � WH PACIFIC vERncAL: NAVD 1988 COUGHLINPORTERLUNDEEN As SHOWN SEATTLE SOUNDERS FC HEADQUARTERS / / ` G E N DESIGNED: PRI CITY OF & TRAINING CENTER FIELDBOOK: �p 33708E R A STRUCTURAL CIVIL SEISMIC ENGINEERING DRAWN: JAS ONE INCH RENTON RENTON, WASHINGTON DRAWING NO: PAGE: �IONAL wcA DATUM P • UTILITY DETAILS C4.20 s 01�ti� T 0 R 801 SECOND AVENUE, SUITE (206)343-0460 CHECKED: AT FULL SCALE Planning/Building/Public Works De t SEATTLE, WA 98104 www.cplinc.com IF NOT ONE INCH NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY SHEET. OF: STUDIO ==A I TBB 52 71 VAULT MODEL NUMBERS METER SIZE VAULT BASE PIECE CENTER PIECE TOP PIECE ACCESS HATCH 3" 676-WA NO.676-BL NO. 676-MLW NO. 676-TL-2-332P HHD-1C 4" 676-WA NO.676-BL NO. 676-MLW NO. 676-TL-2-332P HHD-1C 6" 4484-LA NO.4484-BL NO.4484-ML NO.4484-TL-2-332P HHD-2D LO 0 O N u H H N Q J T M O O N W I- Z W U V Z_ Z I,,,-xx rW V J IIr W I- 0 W 2 U ILL W 0 Z 0 LU I- Q W � VJ A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. zl A utility tpeaticatlons P z C F } w Sanitary Sewer Notes and Specifications FINISHED GRADE Q N 5" TO 18" w A ° ° E a THESE NOTES SHALL APPEAR ON PROJECTS FOR THE WASTEWATER UTILITY. H 6" MIN �j�\\;�\i;�j\i\� 6„ 1. All work and work material shall be in conformance with the standards and specifications MIN of the City of Renton Planning/Building/Public Works Department and the latest edition F 12" MIN of the WSDOT/APWA Standards and Specifications, as approved and modified by the E L M 4" D 12" MIN H City of Renton in the Renton Standard Plans & Specifications. A set of approved plans D N4" F�2" FINISHED MIN R „ 2" FINISHED shall be kept on site at all times during construction. B C G GRADE as a a GRADE T /\ G /\/\ \ a K a \ /\\/\\` 2. The hours of work in the street right of way shall be per City specifications on weekdays i `y�A , �� %; y,��j���i '��/�� /, /i�/��/i unless otherwise approved in writing by the Planning/Building/Public Works Department. G R 12" O F TO OWNER'S An approved traffic control plan must be obtained prior to beginning any work within L.L R MIN ELECTRICAL PANEL public right of way. W A � 1 6" SERVICE SERVICE MIN FROM METER D TO BUILDING 3. All locations of existing utilities shown are approximate and it shall be the contractor's Z MAIN 24" responsibility to verify the true and correct location so as to avoid damage or w NOTES: MIN 0 tea° disturbance. U 1. AIR AND VACUUM RELEASE VALVE ASSEMBLY MUST BE INSTALLED ATTHE HIGHEST POINT IN THE WATER MAIN. IF THE HIGH POINT FALLS D TO OWNER'S NOTES: C4. A pre -construction conference and a 24 hour notice shall be required prior to starting IN A LOCATION WHERE THE ASSEMBLY CANNOT BE INSTALLED, PROVIDE ADDITIONAL DEPTH OF MAIN TO CREATE THE HIGH POINT AT A ELECTRICAL PANEL new construction. It shall be the contractor's res LOCATION WHERE THE ASSEMBLY CAN BE INSTALLED. 1. ALL RPBAs MUST BE LISTED ON THE LATEST VERSION OF "BACKFLOW ASSEMBLIES APPROVED FOR INSTALLATION IN WASHINGTON STATE", ponsibility to secure all necessary PUBLISHED BY THE STATE OF WASHINGTON DEPARTMENT OF HEALTH. permits prior t0 starting construction. (Inspection will be accomplished by a Z 2. LOCATE METER BOX OUTSIDE OF TRAFFIC AREAS, BEHIND THE CURB. SERVICE B SERVICE representative of the City of Renton.) It shall be the contractor's responsibility to notify FROM METER TO BUILDING 2. THE RPBA MUST BE TESTED BY A WASHINGTON STATE CERTIFIED BACKFLOW ASSEMBLY TESTER UPON INSTALLATION AND ANNUALLY MATERIALS THEREAFTER. ASSEMBLY TO BE MAINTAINED BY PROPERTY OWNER. A COPY OF THE TEST REPORT SHALL BE SENT TO THE CITY OF RENTON the Public Works inspector 24 hours in advance of backfilling all construction. Z WATER UTILITY CROSS CONNECTION CONTROL SPECIALIST, FAX 425-430-7241, EMAIL MHOLTE@RENTONWA.GOV. A CORPORATION STOP 1" BALLCORP WITH AWWA TAPERED (CC) INLET AND COPPER THREAD OUTLET, FORD FB600-4-NL OR EQUAL 5. Contractor is solely responsible for the means, methods and sequences of construction 3. RPBA AND ENCLOSURE SHALL BE LOCATED ON PRIVATE PROPERTY AND AS NEAR AS POSSIBLE TO THE WATER METER. O SWING JOINT 1" BRASS SWING JOINT and for the safety of workers and others on the construction site. NOTES: 4. PROVIDE MINIMUM 24" LEVEL, UNOBSTRUCTED AREA AROUND ENCLOSURE. 0 PIPE 1" TYPE "K" SOFT COPPER TUBING 1. THE RPBA MUST BE LISTED ON THE LATEST VERSION OF "BACKFLOW ASSEMBLIES APPROVED FOR INSTALLATION IN WASHINGTON STATE', 6. It shall be the responsibility of the contractor to obtain street use and any other related ,,�x O COUPLING 1" STRAIGHT COUPLING (MIPT x PACK JOINT), FORD C84-44, MUELLER H15428, OR EQUAL PUBLISHED BY THE STATE OF WASHINGTON DEPARTMENT OF HEALTH. 5. EACH VALVE SHALL CAST, MOLDED, OR AFFIXED MARKED WITH MODEL NUMBER AND DESIGNATION ONTO THE BODY OR BONNET OF THE VALVE. ALLLL RESILIENT SEAT, SUCH FERROUS -BODIED VALVES "RS' OR R', WHICH MUST BE S SHALL BE COATED WITH A permits prior to any construction. W 0 GATE VALVE 1" BRONZE GATE VALVE, THREADED, RED -WHITE VALVE NO. 280, OHIO BRASS NO. 2500, OR EQUAL 2. THE RPBA MUST BE TESTED BY A WASHINGTON STATE CERTIFIED BACKFLOW ASSEMBLY TESTER UPON INSTALLATION AND ANNUALLY MINIMUM OF 4 MILS EPDXY OR EQUIVALENT POLYMERIZED COATING. THEREAFTER. ASSEMBLY TO BE MAINTAINED BY PROPERTY OWNER. A COPY OF THE TEST REPORT SHALL BE SENT TO THE CITY OF RENTON MATERIALS 7. Plans approved by the City of Renton, Public Works Department shall take precedence U) 0 UNION 1" BRASS UNION WATER UTILITY CROSS CONNECTION CONTROL SPECIALIST, FAX 425-430-7241, EMAIL MHOLTE@RENTONWA.GOV. over all Other plans. LINE -SIZED WASHINGTON STATE -APPROVED RPBA WITH TWO (2) RESILIENT -SEATED SHUT-OFF VALVES AND 10�O PIPE 1" BRASS NIPPLE 3. RPBA AND ENCLOSURE SHALL BE LOCATED ON PRIVATE PROPERTY AND AS NEAR AS POSSIBLE TO THE WATER METER. O REDUCED PRESSURE FOUR (4) RESILIENT -SEATED TEST COCKS. RPBA SHALL BE INSTALLED CENTERED IN THE HEATED ENCLOSURE BACKFLOW ASSEMBLY WITH MINIMUM 3" CLEARANCE TO ALL SIDES AND MINIMUM 3" CLEARANCE TO CEILING WHEN VALVES ARE 8. A copy of these approved plans must be on the job site whenever construction is in AIR & VACUUM O RELEASE VALVE 1" AIR AND VACUUM RELEASE VALVE ASSEMBLY, APCO NO. 143-C, VAL-MATIC NO. 201-C, OR CRISPIN UL10, FULLY OPEN progress. F-- OREQUAL ASSEMBLY MATERIALS l\B PIPE SUPPORT ADJUSTABLE PIPE SADDLE SUPPORT, GRINNELL FIG 264 OR EQUAL, WITH BASE, BOLTED TO FLOOR OI PIPE 1" GALVANIZED IRON NIPPLE 9. The contractor shall provide the City of Renton with an as -built drawing of the sanitary LINE SIZED WASHINGTON STATE APPROVED RPBA WITH TWO (2) RESILIENT SEATED SHUT-OFF VALVES AND O ADAPTER RESTRAINED FLANGE ADAPTER, EBAA IRON SERIES 2100 MEGAFLANGE OR EQUAL sewer system, which has been stamped and signed by a licensed professional engineer REDUCED PRESSURE O BEND 1" 90' GALVANIZED IRON BEND OA BACKFLOW ASSEMBLY FOUR (4) RESILIENT -SEATED TEST COCKS. RPBA SHALL BE INSTALLED CENTERED IN THE HEATED ENCLOSURE OD WATER MAIN CLASS 52 DI PIPE (PExFL OR FLxFL) or licensed professional surveyor. WITH MINIMUM 3" CLEARANCE IN ALL DIRECTIONS O UNION 1" GALVANIZED IRON UNION E BEND 90' BEND (FLxFL OR FLxMJ WITH RESTRAINED JOINTS) O PIPE AND FITTINGS SIZE AND MATERIALS AS REQUIRED PER UPC REQUIREMENTS 0 10. Backfill shall be placed equally on both sides of the pipe in layers with a loose average 0 PIPE 1" GALVANIZED IRON PIPE, LENGTH TO FIT 0 PIPE PENETRATION SEAL PIPE PENETRATION WITH WATER -TIGHT GROUT depth of 6 inches, maximum depth of 8 inches, thoroughly tamping each layer to 95 0 0 O ELECTRICAL OUTLET 120-VOLT OUTDOOR ELECTRICAL OUTLET WITH COVER, INSTALL HEAT TAPE FOR FREEZE PROTECTION percent of maximum density. These compacted layers must extend for one pipe OM SWING JOINT (1) 2"X1" BELL REDUCER INSULATED ENCLOSURE SIZED TO FIT RPBA, ASSE 1060 CERTIFIED, SAFE-T-COVER OR EQUAL p ty p y p p (2) 2" 90- STREET ELLS O ELECTRICAL CONDUIT RIGID CONDUIT PER ELECTRICAL PERMIT REQUIREMENTS O ENCLOSURE (NOTE: BURIED VAULT IS NOT PERMITTED FOR RPBA) diameter on each side of the pipe or to the side of the trench. Materials to complete the W O PIPE 2" GALVANIZED IRON PIPE, LENGTH TO FIT, FIELD LOCATE 0 ENCLOSURE INSULATED ENCLOSURE SIZE TO FIT RPBA, ASSE 1060 CERTIFIED, SAFE-T-COVER OR EQUAL fill over pipe shall be the same as described. fill DRAIN ENCLOSURE DRAIN SIZED IN ACCORDANCE WITH AWWA CROSS CONNECTION CONTROL MANUAL O BEND 2" 1800 RETURN BEND, OPEN PATTERN O ENCLOSURE DRAIN SIZED IN ACCORDANCE WITH AWWA CROSS CONNECTION CONTROL MANUAL DRAIN STANDARDS: <_1" RPBA = 3" DRAIN, 1 �" & 2" RPBA = 4" DRAIN O ELECTRICAL CONDUIT RIGID CONDUIT PER ELECTRICAL PERMIT REQUIREMENTS 11. Open cut road crossings for utility trenches on existing traveled roadway shall be U Q STRAINER 2" BEEHIVE STRAINER backfilled with crushed rock and mechanically compacted unless otherwise approved by O CONCRETE SLAB CONCRETE SLAB SIZED TO FIT RPBA AND ENCLOSURE PER MANUFACTURER JO ELECTRICAL OUTLET 120-VOLT OUTDOOR ELECTRICAL OUTLET WITH COVER, INSTALL HEAT TAPE FOR FREEZE PROTECTION NTS OMETER BOX ARMORCAST A6001946PCX18, WITH METER BOX LID, ARMORCAST A6001969RCI-H7, TO READ CONCRETE SLAB (MINIMUM 2,000 PSI) SIZED TO FIT RPBA AND ENCLOSURE PER MANUFACTURER, Q METER BOX AND LID "RENTON WATER" OH BOLTS 3/8"X4" ANCHOR BOLTS PER MANUFACTURER OK CONCRETE SLAB -- Ut I itiy Plan General Sewer Notes I ,) REINFORCED WITH 6x6 W2.9x2.9 WELDED WIRE FABRIC U O GRAVEL 1 %4" WASHED GRAVEL OI GRAVEL 1 %4" WASHED GRAVEL 0 BLOCKING CONCRETE BLOCKING PER STD PLAN 330.1 LL.I STD. PLAN - 340.3 �� �� STD. PLAN - 360.1 �� �� STD. PLAN - 360.2 3/4 TO 2 RPBA 3 TO 10 RPBA (11R) PUBLIC WORKS 1r� AIR AND VACUUM RELEASE APPRoveD: PUBLIC WORKS APPRoveD: CAR) PUBLIC WORKS APPRoveD: DEPARTMENT VALVE ASSEMBLY DEPARTMENT HEATED ENCLOSURE INSTALLATION DEPARTMENT HEATED ENCLOSURE INSTALLATION BOLTHOLES - 3 PLCS Z DOMESTIC AND IRRIGATION SERVICES DOMESTIC AND IRRIGATION SERVICES EQUALLY SPACED 120• P nr orksadm TE P nr orksadm TE P,r orksadm TE APART ON 23 1/16' (586mm) sMapn rap 0 1 " Air Vac Assembly- 2" RPBA 2 4" RPBA 3 w� O DIA B C (SEE DETAIL) opr«oo 3 V) '-DocuSign Envelope ID 345B6$fD-9i-4F=4F2U-AB53-7-c1'-g2-o�BrgA _ __ _- . Ii % a JUtility Specifications RE N T O N BOLTHOLES - 3 PLCS a MANHOLE FRAME AND COVER EQUALLY SPACED 120° O 6" SEE STD PLAN 401 NvaaD i0sv'3 APART ON 23 1/16" (586mrn) bi SEWER yti O f 24" DIA B.C. (SEE DETAIL) Q 12" MAX ADJUSTMENT RINGS AND MORTAR JOINTS wSEE NOTE 3 s x aAieaiow OBLILE00 COVER BOTTOM VIEW B BELST OW OWSTEP SHALL THE COVER BE A MAXIMUM OF 18" ® ® a� v�� p COVER & FRAME 12. Datum for Vertical Control shall be North American Vertical Datum 1988 Meters, and for CONE (ECCENTRIC) a PLAN VIEW Horizontal Control shall be North American Datum 1983/1991 Meters unless otherwise RE N T O N approved by the City of Renton Public Works Department. Reference benchmark and 25' DIA 1• (3) BLT SOC (ALLEN HEAD) CG3O mml elevationare noted On the plans. STEPS - POLYPROPYLENE STEPS SEWER h~ ® C193/4" mml25mm] 5/ RUBBERBB X 15 SS WASHER 13. All disturbed areas shall be seeded and mulched or otherwise stabilized to the 6 1 j2{ SHALL BE INCLUDED ��� satisfaction of the Department for the prevention of on -site erosion after the completion 5' MIN �_ 8 3/4• 2 1/2' of construction. Ar RUBBER GASKETED JOINTS SEE NOTES ""DE'" °s^ COVER BOTTOM VIEW C2T Pmml I64mmI COVER &FRAME COVER SECTION VIEW 14. All pipe and appurtenances shall be laid on a properly prepared foundation in PLAN VIEW accordance with the standards and specifications of the City of Renton 12" (TYP) BOLTING DETAIL Planning/Building/Public Works Department and the latest edition of the WSDOT/APWA Standards and Specifications, as approved and modified by the City of Renton in the , IF REQUIRED, LADDER -POLYPROPYLENE 26 112' DIA SHALL BE ATTACHED TO MANHOLE 25' DIA. (3) BLT SOC. CALLEN HEAD) 1673mml Renton Standard Plans & Specifications. This shall include necessary leveling of the C635mm] 1" C25mm] 5/8"-11 X 1.5 SS 25 1/4' DIA trench bottom or the top of the foundation material, as well as placement and MAX PIPE SIZE - 'E' 3/4" RUBBER WASHER C641mm] 1 1/16' C6 M] t 1/16' compaction of required bedding material to uniform grade so that the entire length of L19mm] t/4 (6mm) DIA C27mmI I27mm1 P Q g � g g SHELF AND CHANNEL SHALL BE NEOPRENE GASKET the pipe will be supported on a uniformly dense, unyielding base. Pipe bedding shall be 3000 PSI CONCRETE ea ravel 6 inches above and below the pipe. 8 3/4' 2 1/2" 6" 13 8 i P 9 P P 1 I152mm] PRECAST BASE SECTION C222mm] C64mm] 15, Sanitary sewer pipe shall be polyvinyl chloride (PVC) rubber gasketed ASTM D 3034 r . * ' ` OR CAST IN SHELF TYP 15/8'6mm 23 3/8' DIA CL OPEN t ET COVER SECTION VIEW I16mm] C594mm] GASKET GROOVE DETAIL SDR 35, or ductile iron class 50, unless otherwise approved by the Wastewater Utility. 13' a 27 5/16' DIA C694mm1 16. In unimproved areas, manhole t0 extend minimum 6 inches and maximum 12 inches COMPACTED SUBGRADE WITH 6" 34 1/8' DIA CRUSHED ROCK OR ADDITIONAL BOLTING DETAIL 1867mm3 NOTES above finished grade or must have minimum 2 diameter concrete ring poured at grade. NOT To SCALE MATERIAL SUITABLE TO In paved area, cover must slope in all directions to match paving. SUPPORT STRUCTURE 26 112" DIA FRAME SECTION VIEW 1 ALL FRAME AND COVER ASSEMBLIES SHALL HAVE �~ C673mm] A LOCKING LID PER EAST JORDAN IRON WORKS 48" MH 54" MH 60" MH 'A' 'B' 'CC 'D' 'E 25 1/4' DIA C641mm] 1/4" <6mm> DIA FNEOPRENE GASKET 1/ " 1 1/16" 1 1/16" C27mm] [6mm] 127mm] 1 INC, PRODUCT NO 003/15/2 UK tIJUAL. 2 USE FRAME AND COVER FOR SANITARY (SPECIFY "SEWER") 48" 6" MIN, 5"MIN 24" MIN. 21" I D 54" 8" MIN 15 5" MIN 24" MIN 24" 1 D 60" 8" MIN 1 6" MIN 42" MIN 30" 1 D STD. PLAN -401.1 NOTES. �� _•� PUBLIC WORKS SEWER MANHOLE FRAME AND COVER 6" t/8 �1� DEPARTMENT 26/202 112:' 1 STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED J I !tC152mmJ 13mm3 (CITY -OWNED) Martin Pastuc 5"Mo 2 MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE IN CONFORMANCE WITH ASTM C-478. 1/8" IQXB"90 DATE 3 ADJUSTMENT OF THE CASTING TO GRADE SHALL BE PER STD PLAN 106 THE USE OF SHIMS IS PROHIBITED. 23 3/8" DIA CL OPEN CR3mm]A NTS 4 SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, FACTORY -COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING, WASSER MC-SHIELDCOAT 100 OR C16mmmm] C594mmJ GASKET GROOVE DETAIL Public Sewer Manhole Frame &Cove r APPROVED EQUAL, COLOR OF COATING SHALL BE WHITE 27 5/16' DIA 8 5 RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443 C694mm] 6 CHANNEL WIDTH AND HEIGHT SHALL EQUAL THE ONSIDE DIAMETER OF THE LARGEST PIPE S-42381 1 W-423&1 1 7 CONNECTIONS TO MANHOLE SHALL BE MADE USING KOR-N-SEAL BOOTS OR APPROVED EQUAL 34 1/8" DIA 8 IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 12" 1867mm3 NOTES: ABOVE FINISHED GRADE OR MUST HAVE AN AT -GRADE, MINIMUM 2'-WIDE CONCRETE RING POURED AROUND THE COVER IN PAVED AREAS, COVER MUST SLOPE TO MATCH PAVING. FRAME SECTION VIEW 1. ALL COVERS SHALL BE LOCKING LID PER EAST IN COMPLIANCE WITH CITY OF RENTON STANDARDS 9 MANHOLES OVER 20' DEEP SHALL BE A MINIMUM OF 60' IN DIAMETER JORDAN IRON WORKS INC. No. 3717C1 OR EQUAL. 2. USE FRAME AND COVER FOR STORM (SPECIFY "DRAIN" ON COVER), SANITARY (SPECIFY "SEWER"), OR WATER (SPECIFY "WATER"). DEVELOPMENT ENGINEERING r STD. PLAN - 400.1 -> PUBLIC WORKS ^° Q NJanders 05/10/2023 DEPARTMENT STANDARD SANITARY MANHOLE G artin PastuCA 21/212 1 12: STD. PLAN - 401 " GATE PUBLIC WORKS PPR D: DEPARTMENT MANHOLE FRAME AND COVER GAZ 9/11/2019 1 2:12 P NTS NTS WATER UTILITY WASTEWATER UTILITY v�nrc works aam�msnam, NDATE ,-�- B• BRo Utiliti Plan General Sewer Notes 5 Sewer ManholeManhole over Frame 7 ABDOUL GAFOUR 05/12/2023 jstowell 05/15/2023 YDATE: Q. SURVEYED: PACIFIC SCALE HORIZONTAL: NAD 1983/1991 05 01 2023 G E N �RDAL NAVD 1988 SEATTLE SOUNDERS FC HEADQUARTERS / / COUGHLINPORTERLUNDEEN DESIGNED:L As SHOWN CITY OF VRRENTON & TRAINING CENTER PAGE: OK: Q Ir,C3�708R0 E R A STRUCTURAL CIVIL SEISMIC ENGINEERING DAWN JAS ONE INCH RENTON, WASHINGTON DRAWING NO: PAGE: sSIDNALE�G` 801 SECOND AVENUE, SUITE 900 (206)343-0460 CHECKED: AT FULL SCALE DATUM Planning/Building/Public Works Dept. UTILITY DETAILS C4.21 �/01��� T 0 R SEATTLE, WA 98104 www.cplinc.com WCA IF NOT ONE INCH NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY SHEET: OF: STUDIO TBB 52 71 O N N U M N J IIr LU I— Z LU U Z Z I,,—x W IIr LU /I— I..L 10 LU 2 U LL LU 0 Z r0 V ) LU I— Q FLU VJ A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. DocuSlgn Envelope ID 3456681 D-914F-4F2D-AB59-7C1 92D3B78A3 uocuti gn lnveiope lU-J4bbt)UTU-VI4r-4rZ11=HtSOy-(UT51U3L3[UAOr. oocu rgr tnverop�lu �45tjdriTu-sr4r�rzu=vrl5s=��Ty�usts�TSHs cc r------------- I LO BOLT HOLES - 3 PLCS f�-EX. SEWER MAIN i i ! I PROPERTY LINE DIA B C (SEE DETAIL) i i C) EQUALLY SPACED 120• JSEWER SPOOL I I I m APART ON 23 1/16' (LENGTH AS NEEDED) I I ' lo 3'-0" MIN �( i rW (SEE NOTE 7) LIMITS OF PIPE ZONE s' SEWER STUB I I I V I I ;•: 0C- FUTURE 4=SLOE SEWER0Pgd0(3) BLT SOC. (ALLEN HEAD) I I I -\-0-R A-0- 5/8'-11 X 2,0 SS i I ` 2"x 4" STUD MARKING POST PAINTED a o _kIXus o oQ 0 '� � PART # 00961206DOM �� I I I I 6" CAP WHITE WITH THE WORD "SEWER- STENCILED J_U U—IJio11o�o® i 6I I I I IN 3" HIGH BLACK LETTERS AND #6 WARE =UM MAIN TEE X 6" TEE I I I w WRAPPED AROUND THE STUD AND I EXTENDED TO THE TOP OF THE STUD Et�166- ISIDEWALK i.Z 0 BEDDING MATERIAL FOR � EWE a� SANITARY SEWER PIPE O.D.COUPLING (TYP) _ _e� ; a o 0 0 0 Of I 6"X6"X6" SURFACE CLEANOUT WITH CAST IRON RING AND COVER 0 0 0 0 0 0 o v SEE NOTE 5 EAST JORDAN IRON WORKS PRODUCT NO 00367502 OR 0 } PIPE II ( L!7 = APPROVED EQUAL, SPECIFY "SEWER" ON L4D), CLEANOUT TO BE CENTERED IN A 2'x2' CONCRETE PAD t' ry) LLI FOUNDATION LEVEL 6 I CONCRETE PAD TO BE 8" IN DEPTH C)OHO I— z� I� ��0 --------------- l W BEDDING FOR SANITARY SEWER PIPE REQUIRED PLAN VIEW _ AS N U EXISTING SANITARY IN 1 3/16' SEWER MAIN ---2 0% MIN SLOPE ` Q 130mml !!! \ ��FUTURE 4" SIDE SEWER Z 3/4, 1 6" SEWER STUB `6"X6"X6" WYE FUTURE 6"x 4" REDUCER C19roro] J Z 25' DIA SEWER MAIN SIZE X fi" TEE 2 11/16' C635mm] J-- NOTES. 168mm1 1" ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO EXISTING SEWER MAIN C25mm1 11/16'� i I 117ron] 1.. PROVIDE UNIFORM SUPPORT UNDER BARREL A VITRIFIED CLAY MAIN - CUT IN A NEW PVC "TEE" USING "STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). T BOLTING DETAIL 2. HAND TAMP UNDER HAUNCHES. B CONCRETE MAIN - CUT IN A NEW PVC "TEE" USING "STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL) o ~ SECTION VIEW 3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY C PVC do C900 PVC MAIN - CUT IN NEW TEE USING RIGID COUPLINGS OR CORE -DRILLED WITH A ROMAC SADDLE M 06 OVER PIPE. HAND TAMP ONLY. (OR APPROVED EQUAL) 4. PIPE INSTALLATION SHALL BE PER SECTION 7-08 OF THE ^ D. DUCTILE IRON MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) C)U) STANDARD SPECIFICATIONS E LINED MAIN - CONNECTION TO SEWER MAINS THAT HAVE BEEN LINED (CIPP, ETC ), CUT IN A NEW PVC "TEE" USING C)"STRONG-SACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). N1 (3) 5/8' EON LOCK®POCKETS 5 PIPE ZONE MATERIAL SHALL BE PER SECTION 9-03.12(3) F HOPE - CORE -DRILLED WITH A ROMAC SADDLE 'INSERTA-TEE" MAY BE USED ON SEWER MAINS 12" DIAMETER OR LARGER ^ W EQUALLY SPACED 120' APART OF THE STANDARD SPECIFICATIONS `V ON A 23-1/16' DIA B C G MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -OUTS OR THE STRUCTURE 1 1/16' 6. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW SHALL BE CORE -DRILLED AND USE KOR-N-SEAL BOOTS OR APPROVED EQUAL 125 1/4' DIA C27mm] LINE IS MAINTAINED f641mm1 NOTES7 TRENCH WIDTH SHALL BE PER SECTION 2-09.4 OF THE NOTES. .6' STANDARD SPECIFICATIONS. 1 PRIOR TO INSTALLATION OF A SANITARY SEWER STUB, A SIDE SEWER STUB PERMIT MUST BE PURCHASED FROM THE CITY OF 0c152mml 1 ALL FRAME AND COVERS ASSEMBLIES SHALL RENTON PUBLIC WORKS DEPARTMENT 0HAVE A LOCKING LID PER EAST JORDAN IRON 23 3/8' DIA WORKS INC PRODUCT No 00370076 OR EQUAL 2 UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2 5' COVER AT PROPERTY LINE OR 3-5' LOWER C594mm] 2 USE FRAME AND COVER FOR SANITARY SEWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER Q27 9/16' DIA (SPECIFY "SEWER") 3 SIDE SEWERS SHALL HAVE A MINIMUM 2 % SLOPE UNLESS APPROVED BY THE PUBLIC WORKS INSPECTOR W 1700mm] 4 FOR INSPECTION OF THE SIDE SEWER STUB, CALL 24 HOURS IN ADVANCE. THE INSPECTION PHONE NUMBER IS ON THE SIDE SEWER STUB PERMIT SITE MUST BE READY FOR INSPECTION AND A REPRESENTATIVE ON SITE WHEN INSPECTOR ARRIVES AT THE APPOINTED TIME DO NOT BACKFILL THE TRENCH UNTIL APPROVAL IS GIVEN BY THE INSPECTOR SECTION VIEW 5 ALL TRENCH RESTORATION FOR SIDE SEWERS IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO STANDARD PLAN 110 OR 110 2 NTS U 6 THE SIDE SEWER STUB SHALL HAVE PIPE BEDDING IN ACCORDANCE WITH STANDARD PLAN 405 7 ALL SIDE SEWER STUBS SHALL BE INSTALLED BY A CONTRACTOR LICENSED AND BONDED IN THE STATE OF WASHINGTON Not Used 10� 4 " � STD. PLAN - 401.2 ♦ PUBLIC WORKS SEWER MANHOLE FRAME AND COVER[MAIR80ffl"Idby- -- STD. PLAN - 405 STD. PLAN - 406.1 .,�SIDE SEWER STUB DEPARTMENT PRIVATE -OWNED Martin PastuchW126120 1 12: ♦ PUBLIC WORKS PIPE BEDDING APP .♦,� PUBLIC WORKS APP w ( DEPARTMENT Martin PastuCW26�202 12: I DEPARTMENT INSTALLATION Martin PastuCftW26/202 1 12: Q#�949D DAB FOR SANITARY SEWERS (SEWER MAIN TO PROPERTY LINE) 61FD9BB449D(._AWJJjFD968uqc'DATE .t, wmlmn.m. OATS rump. wove .emi.innta z NTS NTS NTS Private Sewer Manhole Frame & Cover Sewer Pipe Bedding 2 Side Sewer Stub Installation 3 01 P g W - LU —J TESTING CONNECTION TESTING CONNECTION EXISTING METERED BACKFLOW ASSEMBLY WATER MAIN 41)2(TO BE VALVEBTAINED FROM METER wPOLYPIG STATION PER STD PLAN 300.6 POLYPIG STATION PER STD PLAN 300.6 V J (1) VERTICAL CROSS (MJxFL) (1) VERTICAL CROSS (MJxFL) HYDRANT ON EXISTING WATER MAIN (1) BLIND FLANGE ON TOP WITH 2" TAP AND 2" PLUG (1) BLIND FLANGE ON TOP WITH 2" TAP AND 2" PLUG (1) BLIND FLANGE ON BOTTOM o (1) PLUG (MJ) WITH 2" TAP AND TEMPORARY BLOW -OFF ASSEMBLY (1) BLIND FLANGE ON BOTTOM WITH TEMPORARY THRUST BLOCKING (1) PLUG (MJ) WITH 2" TAP AND TEMPORARY BLOW -OFF ASSEMBLY WITH TEMPORARY THRUST BLOCKING10+a �/ � Ofln NEW DI WATER MAIN '111 m.. EXISTING WATER MAIN ]MIJ NEWDI WATER MAINTEMPORARY BLOCKING CONNECTION TO EXISTING MAIN (BY CITY FORCES) TEMPORARY BLOCKING TEMPORARY BLOW -OFF ASSEMBLY (1) TEE (FLxFL) EXISTING TEE, CAP, PLUG, SUPPLY HOSE w (2) DI SPOOLS OR DEAD END LINE, (1) 2" GALVANIZED PIPE (2) SOLID SLEEVES (MJ) OR COUPLING ADAPTERS (ROMAC 501 OR EQUAL) DO NOT DISTURB BLOCKING (1) 2" 90" BEND (3) GATE VALVES (FLxMJ) (1) 2" GATE VALVE (1) PLUG (MJ) WITH 2" TAP AND TEMPORARY BLOW -OFF ASSEMBLY WITH CONCRETE THRUST BLOCKING PER STD PLAN 330.1 w U 0 FINAL CONNECTION z z_ NEW DI WATER MAIN EEL FINAL CONNECTION ��/�. �j // Q UPON COMPLETION OF POLYPIGGING, HYDROSTATIC TESTING, AND DISINFECTION, REMOVE TEMPORARY THRUST BLOCKING AND TEMPORARY BLOW -OFF ASSEMBLIES TEMPORARY BLOCKING FINAL CONNECTION (BY CITY FORCES) � (2) DI SPOOLS UPON COMPLETION OF POLYPIGGING, HYDROSTATIC TESTING, 06 (1) DI SLEEVE (MJ) AND DISINFECTION, REMOVE TEMPORARY THRUST BLOCKING POLYPIG STATION AND TEMPORARY BLOW -OFF ASSEMBLIES (1) VERTICAL CROSS (MJxFL), SIZE TO MATCH WATER MAIN a FINAL CONNECTION (BY CITY FORCES) (1) BLIND FLANGE WITH 2" TAP ON TOP OF CROSS a o "OOo o NEW DI WATER MAIN (1) DI SPOOL (1) TEMPORARY BLOW -OFF ASSEMBLY L.L (1) DI SLEEVE (MJ) (1) BLIND FLANGE ON BOTTOM OF CROSS w a (1) PLUG (MJ) ON END OF CROSS WITH TEMPORARY THRUST BLOCKING 1--- M.-O'D NEW DI WATER MAIN Q NOTES: NTS 1. THE BACKFLOW PREVENTION ASSEMBLY AND SUPPLY HOSE MUST BE DISCONNECTED DURING HYDROSTATIC PRESSURE TESTING OF THE NEW WATER MAIN. Not Used 8 o 2. POLYPIG AND ALL DEBRIS SHALL BE REMOVED FROM SUMP OF VERTICAL CROSS VIA SANITARY METHOD PRIOR TO DISINFECTION OF NEW WATER MAIN. S-423812 W-423812 = 3. UPON REMOVAL OF POLYPIG, REMOVE TEMPORARY BLOW -OFF ASSEMBLY AND INSTALL 2" PLUG. STD. PLAN -300.3 IN COMPLIANCE WITH CITY OF RENTON STANDARDS ♦' �' PUBLIC WORKS CONNECTION TO WATER MAIN APPROVED: 4. THE NEW WATER MAIN SHALL BE CONNECTED TO THE EXISTING SYSTEM ONLY AFTER NEW WATER MAIN IS POLYPIGGED, DISINFECTED U DEPARTMENT CUT -IN TEE AND THREE VALVES AND SATISFACTORY BACTERIOLOGICAL SAMPLE RESULTS ARE OBTAINED. 1 E DATE 5. THE INTERIORS OF ALL PIPES AND FITTINGS TO BE USED IN FINAL CONNECTION MUST BE SWABBED OR SPRAYED WITH A 5-6%AVAILABLE DEVELOPMENT ENGINEERING vJ CHLORINE SOLUTION. ♦ H U) NJanders 05/10/2023 STD. PLAN - 300.4 STD. PLAN - 300.7 LU PUBLIC WORKS CONNECTION TO WATER MAIN APPROVED: - -- PUBLIC WORKS APPROVED: DEPARTMENT DEPARTMENT POLYPIGGING NEW WATER MAINS WASTEWATER UTILITY z EXISTING TEE OR END LINE CAP NTS P k wo;k°°Adm",t.ato NT�TF P k w rk,Aam t, for NT�TF WATER UTILITY ♦ , S Water Main Connection Cut -In 5 Water Main Connection Tee Poll I 7 ABDOULGAFOUR05/12/2023 jstowell 05/15/2023 � YP g 0 washl��� SURVEYED: SCALE, HORRONTCI NAD lava/1s91 05 01 2023 WH PACIFIC VERTICAL NAVD 1sa6 0 E N COUGHLINPORTERLUNDEEN AS SHOWN CITY OF SEATTLE SOUNDERS FC HEADQUARTERS / / W DESIGNED: & TRAINING CENTER J M L FIELDBOOK: o 33708 E R A SAS � RENTON RENTON WASHINGTON DRAWN: � STRUCTURAL CIVIL SEISMIC ENGINEERING PAGE: 7 DRAWING N//0jj: �SIONALE801 SECOND AVENUE, SUITE 900 (206)343-0460 CHECKED: ATOFULLINSOALE DATUM Planning/Building/Public Works Dept. UTILITY DETAILS C`t•22 Q ��% T 0 R SEATTLE, WA 98104 www.cplinc.com IF NOT ONE INCH I0. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY SHEET: 52 OF: 7 l LU STUDIO A PnRTInN nF THE NW 114 nF SF(;TInN R TnWN.I;HIP 9.IN RANC-,F 5F W M LO O O N N u F H H N N Q D J T O M O O O N Cy, n rr W z W U C� z z_ Q rr 06 C/) rr W rr Q D a 0 Q W U H OC w 0 z O Cn w J Q W U)