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HomeMy WebLinkAboutzW-4178SetAnA2 00 T Q W J.l Q W J O C7 00 T n N I a i OD N T I� N I PROPOSED. SUNSET SHELL C-STORE REDEVELOPMENT -„ —w SHQ,WM_EOR_REFEIRENCE ONLY �� IIIIL F I LEGEND PROPERTY LINE — — — — RIGHT OF WAY LINE CENTERLINE ss SANITARY SEWER © SANITARY SEWER MANHOLE FLOW DIRECTION ARROW [ SEWER STUB • WATER N GATE VALVE CONCRETE THRUST BLOCK Y HYDRANT MECHANICAL JOINT / CAP —Fs— FIRE LINE BLOW OFF so STORM LINE Call 811 • two business days before you dlg N0. CIVIL CONSTRUCTION PERMIT CIVIL CONSTRUCTION PERMIT RESUBM17AL REVISION 1/4, ®I !ON 9,, WN$ P 23A RT °E k BY I DATE I APPR 0 25 50 100 Immmmmilm 1 inch = 50 feet M,. AS NOTED °" 1° I I �� DATUM lcpff 36015th Avenue, Suite 1600 Seattle, WA 98101 205.622.5811 w .kpff.cam = CITY OF ' FENTON viav Planning/Building/Public Works Dept. S-417801 W-417801 R-417877 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING mO sippo 04/07/2022 SOLERA 2842 NE SUNSET BLVD RENTON, WA 98056 COMPOSITE UTILITY PLAN C6.00 77 143 A O M O O 0 0 N Q J CM M M O O O 00 MT LL .1 NW 4 Q\C: THE NW I1A AN1�sTHE NE 11A OF THE KII I I T ON cl WNS P 23��?�/��R717 11 05 EAST, W.M. OO mry \ P 2 9 \ do �LJ�"c _sD�ysro ows • ® HY1(Nf ,9 + s ,�°�v� '�,9RE HYDRANT Hit p22 _ s �\ S 4 a" Ns Ft Tn y�r m m 2�s - s _ _.- V `a'•a t>` o r - - ` �,s? 32+00 �o eq�' � o. � � s °'s a m ---- r 31+00 — STREET l 'a� gAocO'sea' - - - �T Q —x,. .%.,.� _ E LLJ mOs � � /� z a o2 m o G Z •�, oo $ ��2� J�i2�s`P�°� oms _ _ 05 '. + �e 2 5os .�_ - �F -` JUNCTION BOX T DEDICADON \ \'k �_ n% .�sX°o NMSSNB I2" STREET LIGHT STREET LIGHT AX STREET LIGHT STREET LIGHT Q °92 STREET LIGHT STREET LIGHT j�'� y M BLOW OFF so LU / �5 co (Tm) CO (TYP) Co (TYP) O FUTURE BLOCK C o �vS \ STREET LIGHT BLOW OFF BLOW OFF FUTURE BLOCK D \\' b "v STREET LIGHT STREET LIGHT a 1 BLOW OFF FIRE ,� STREET LIGHT HYDRANT FIRE HYDRANT ^> j N FIRE HYDRANT STREET LIGHT FIRE HYDRANT STREET LIGHT W +. STREETLIGHT I CO O STREET LIGHT Ic STREET LIGHT STREET LIGHT NET ss A .... � -. ,. _. -... - FIRE s � 25.0 N � s sD r s .., :.. sD s HYDRANT x o00 0 10+0� a �` s STREET LIGHT mm 611, �. oo, s ss Ss s ss ss ss s ss ss Ss TRANSFORMERS 1 9.5' _. � , • .._ ... .. � W , STREET FDC STREET LIGHT STREET LIGHT w� LIGHT STREET LIGHT STREET LIGHT � I TRANSFORMERS STREET LIGHT FIRE HYDRANT STREET LIGHT PIV YT -ss s „ z oo STREET LIGHc`NIT _ d -I`.. o N �� STREET LIGHT MIXED USE MIXED USE STREETLIGHT BUILDING A FIRE HYDRANT t BUILDING B A ME a � --- _ FDC �6 °q 1 yJa�,S-=a FIRE HYDRANT o m \l ✓ m. o _ STREET LIGHT .. 1 o 2 tl 20' ACCESS AND UTILITY FIRE HYDRANT FIRE HYDRANT 222' ROW oSy°—o EASEMENT DEDICATION Ix w- as as - + + w- w _ b _ - ll n L- w q`�F om 111, '0 ON 1+00 2+00 3+00� 4+00 5+00 0+00 1 7 00� 0 9 �j0 10+00 Iw+ 3 < 5s- 'S' s5 o I - H { --+.. - _H—,-T. o uI un _ STREET LIGHT D " STREET LIGHT >�u "STR ETILIGHT i"'"" - E ...STREET GHT PROPOSED. SUNSET SHELL ., s?��oA�� / sow sD �J I ou-STREET LIGHT sc i sD so- sD - SD — PROPOSED m° sD s D C-STORE REDEVELOPMENT moo° I I I i BOU VARO SR 900 `i mu,m _ o✓°�� yam ss oti ss —w s-- SHQMLEOR_REFEIRENCE ONLY w m0- c 02 ga.00.�:.m 2°a�^,� o .per yo s>' b ob s s °2 cP c c��`? m P°m � °OZ c�O P CEO 2 ° in 2'c^ J m `P° o �os s 5' s P o2 dom P Ps ✓ .m g � � F� mac+ � � °o sz o�-' m � s s® w i^°m2m so o's' eso s� e ss s-.',✓�+ ✓. P s o� mo sd ✓ v° e >�a `✓m s°x� � �'"Woss '✓ �m os:°s ✓�� smam:b,✓ `od �„ �ti� s Ln s O 0 O O / O N Q J Cr M M i co 0 \O O l co _ ��ss`/S���T �2`,�yho iL�° ✓saPfi i9f� ✓'fi ° t .n� ✓° �L"i �Tso`s9�e° °� �5J-� ✓ �.n� `�� °✓o � x" ✓ °,�.s_ 2�rLms'm.L � � smF,r � "kr s °' �yw,. � a s gym, ��. ��, _ ! � ✓ ��� m ._ LEGEND NOTES: PROPERTY LINE sD STORM LINE 5-417802 1. FINAL POWER PLANS TO BE PROVIDED BY 8 — - - — RIGHT OF WAY LINE ® PSE AT A LATER DATE AS A CONDITION HEX CONDITION 17 REMAINS APPLICABLE BUT STREET LIGHT OF APPROVAL. WILL BE DEFERREDDDUE TO PSE LAG TIME. CENTERLINE CURRENT PLANNING PROJECT MANAGER SHALL W-417802 ❑ TRANSFORMERS REVIEW AND APPROVE PRIOR TO INSTALLATION ly1� SS SANITARY SEWER OF THE TRANSFORMERS. R-41 7878 N ® SANITARY SEWER MANHOLE IN COMPLIANCE WITH CITY OF RENTON STANDARDS A w WATER Ro s r° I DEVELOPMENT ENGINEERING O 1cpff msippo 04/07/2022 o N GATE VALVE M49 16015th Avenue, Suite 1600 0 25 50 100 o�RACiSTBR{Q� Seattle, WA 98101 IF CONCRETE THRUST BLOCK 9etONAL 26.622.5322 1 inch = 50 feet www.kpff.cam E 3/11/2022 DATE HYDRANT 1 CIVIL CONSTRUCTION PERMIT JON 03/12/21 JSF - rmnrm ,w.q 2 CIVIL CONSTRUCTION PERMIT RESUBM17AL UP 09/03/21 JSF ZLN M,. A$ NOTED P14Xf'LL NOI 1B8i21B°� CITY OF SOLERA Fs FIRE LINE 3 CIVIL CONSTRUCTION PERMIT RESUBMITTAL Tip 12/14/21 JSF owu TJP/MDR 2842 NE SUNSET BLVD °°®°" Call '� RENTON i "" KSA/cEP RENTON, WA 98056 OWNING NO BLOW OFF • two onruM before you crc@MNFAT Planning/Building/Public Works Dept. C6.01 NO. REVISION BY DATE APPR USE SURFACE MOUNTED UTILITY PLAN 78 143 Go T 7 s \\ � ysi 0 w H Q � LLI J O N s, (n o as ' a. 1 In I O EXISTING 12" DI INI WM (565 ZONE) T a NET rNN.In N A CL 1 -- F_ ° pm a 2 9�" T'P00 1 W F N EXISTING 12"x6" TEE _ (MJxFL) WITH 12" PLUG ' AND THRUST BLOCKING.% s N\I o: y02p0 12°9 BEs�ZONE) s 2 °Oyu 6 r. o�13 L�,o 0 0`<02 I SHOWN —N w- NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. —so—PPo�PT'^ . 5D� _ - FUTURE 12° 'NM_ �c' �c <^1 m° EXISTING 12" - - 9H' v °a ( ) ypro `s •_ (565 ZONE) '�'� '''' - - - �, % ���: EXISTING 16 [ WM 565 ZONE �_ ��� Fom Zo�Tv m° � 11 A aw%_ <,�'- s \'i ,a WM (565 ZON c q�m+ \ 9yvPse -TO 12 _ WM TO _ - - 33+00- s \ v +o p N TON Yo \\\ ,,, EXISTING bA - -- - - �T EXI NG 13 Wi'(565 ZONE) '�o+oo - RRI 50 # \ WM (565 ° w s. �� ZmFy A 2�i , -' .n 2�'� P HIos tea' ti° "' °oa��• . A..�S o s _ — �' I 1.5ROW � - 1 DEDICATION \ EXIST 8° W (435 ZONE) TO HYDRANT BE REPLACED WITH NEW EXISTING HYDRANT TO FUTURE BLOCK C >E 12"W (565 ZONE) WHEN BE REMOVED, HYDRANT s \ TRACT D IS REDEVELOPED SEE SHEET C6.15 3 `F CHI so 3 � II FUTURE BLOCK D UGHT POLE AND BASE (TYP.) N 3 HYDRANT HYDRANT HYDRANT HYDRANT HE fit A �w— ss ® ®® r In MIXED USE BUILDING A FDC 6° FIRE SERIII VICE -~ r��� SANITARY SEWS cis COMMERCIAL ON MECHANICAL ROOM MIXED -USE BUILDING A WATER SERVICE - 4" DOMESTIC AND SANITARY SEWER CONNECTION COMMERCIAL WATER SERVICES MIXED -USE BUILDING B - SANITARY SEWER CONNECTION 4" DOMESTIC WATER SERVICE MIXED -USE BUILDING B z 5 MIXED USE FIRE HYDRANT - SANITARY SEWER CONNECTION MIXED USE , B U I L D N G A MECHANICAL ROOM - - BUILDING B SANITARY SEWER MIXED—USECONNECTIDN 6 "' SANITARY SEWER BUILDING 8 MIXED(CONNECTION NG A6° FIRES FDCCE : 6 IS u L r I � EXISTING WATER LINE EXISTING 12' DI S TO BE REMOVED �so.,� se ��,.� WM (565 ZONE) nD HY AN r rYfs NOTES: Oi CONNECT TO EXISTING WATER MAIN. O2 CONNECT TO EXISTING SEWER MAIN. O3 CAP SEWER AND WATER UTILITIES FOR FUTURE EXTENSION 4. ALL WATER FITTINGS AND VALVES WITH MECHANICAL JOINT (MJ) END(S) SHALL HAVE A WEDGE -TYPE RETAINER GLAND EQUAL TO MEGALUG SERIES 1100. 5. CONCRETE THRUST BLOCKS REQUIRED ON ALL WATER FITTINGS PER COR STD PLANS 330.2 AND 330.3 6. WHERE NEW WATER MAIN CROSSES A NON -POTABLE PIPE, ONE FULL LENGTH OF WATER PIPE SHALL BE USED WITH THE PIPE CENTERED FOR MAXIMUM JOINT SEPARATION. 7. WATER MAIN PIPE DEFLECTION SHALL NOT EXCEED ONE HALF OF PIPE MANUFACTURER'S SPECIFICATION FOR SIZE OF PIPE. 8. WATER MAIN SHALL BE CLASS 52 DUCTILE IRON PIPE WITH POLYETHYLENE ENCASEMENT. ��n, l LEGEND PROPERTY UNE — - - — RIGHT OF WAY LINE CENTERUNE SANITARY SEWER ® SANITARY SEWER MANHOLE FLOW DIRECTION ARROW C SEWER STUB Call 811 Obefore tw0 business days you dlg N0. .;� I >E i/ rJI _ o n — —— � -i>� } 1 s�-�s � T�'m.r NE SUNSET BOULEVNRD In-1� SD so D • — c s ' s 7 J C6.17 RANT a° o :T d Ws'� 6.'�g P,iv °`Eb Co2JsO°iS� �P °S2 `1a�° 0 0o s o °,� m "s S s,00 o assv .° Aso Cs oyn fir 'P 2oN inW p � a gOooZ°�so�F� coin,%', -+ems Poi�o.p `1�s s ao o✓ ° ai^ sss � ors ✓� mo{ J''�� � o � �s g °✓ o �s�^i `'s d"s9°-o°$ p '� �ii�C` ✓os � `'CC �os� B �y ✓ loss` �� ss� ✓� �JI. CNIL CONSTRUCTION PERMR CIVIL CONSTRUCTION PERMR RESUBM17AL REVISION w WATER N GATE VALVE CONCRETE THRUST BLOCK HYDRANT [ MECHANICAL JOINT / CAP FIRE LINE —fs— BLOW OFF sD STORM LINE BY I DATE I APPR Y 3 lq3ff 'QR�e4 gay 16015th Avenue, Suite 1600 0 25 50 100 °�'rACISTeR�`{4� Seattle, WA 98101 93(ONAL W6c, 2N.622.51II 1 inch = 50 feet 3/11/2022 www.kpff.cem M,. AS NOTED RIZONLLL "'°'°"n°°' CITY OF ' FENTON DATUM Planning/Building/Public Works Dept. IF HOI ONE INCH EXISTING 10" Cl /' !\ WM (565 ZONE) y r qV J S-417803 W-417803 R-417879 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING WASTEWATER UTILITY msippo 04/07/2022 O JStowell 04/04/2022 01 WATER UTILITY agafour 04/07/2022 SOLERA 2842 NE SUNSET BLVD ° ® "' RENTON, WA 98056 �C6.02 WATER AND SEWER PLAN OVERVIEW C, 79 43 A M M M O O O II M00 LL a 0000 III O V LU F- NW 1/4 OF T� 1/4 AND THE E 1/4,QFjHE NW 1 4 TION 9, TOWNSHIP 23 N(R H, RANGE P Zf�o AV sp—FIRE HYDRANT syh °hoc m°}so \ qo ye B _ I//�� - — \��-__„o �?_.... \ \ _31RIN(�iT P32+00 m _ _ 33+0HN 0 o 30+ 1510 UP FIRE HYDRANT FUTURE BLOCK C / \\ j FIRE HYDRANT / �\\\\\\\\9 I I\\ FUTURE BLOCK D \\\ % '`k�� I FIRE HYDRANT \\ i FIRE HYDRANT / FIRE HYDRAN�\ \\ \I i//I— L— \\ I IL \ I o0 r1- \—� I JEFFERSON AVENUEINE .. 31 SS— SS�S SSo SS 54 \ SS SY SASS S§��55 \ FDA (BUILDING B) \ \\\\\ % / FIRE HYDRANT O / /n\\ \� MIXED USE / ` /\BUILDING A M `/iA E D USE FIRE HYDRANT LD I N G B /I .- } N % I \\\\DC FOR BUILDING A / s f \ I me v`i+QQ.. 2+00 ��r� 3+0 '-,p<r I A 1 4+00 j � A 5+ ` I 6+00 -55 SS —SS IRE HYDRANT. ! SEE SHEET C6.17 FOR DETAILS ° ° A I , N� 8U SB B I�LEVA D i IN —w SS w A 5 A `7'u` � s � �` y :2✓'Z s, b `? \ � O�j. o f` oZZo s2 PZC'O '9 \ °b oCZo 26��Ci0 oos O sy EXISTING FIRE HYDRANT \ s / syo fy3gs g=� `'s ss�s� s s ® g \\ � // as �V `C� �y`Zr z° so �ssa �'°�or� °��� so �s J� sod A I fy �' ° � ° LEGEND Ce PROPERTY LINE NOTES: — — — — RIGHT OF WAY LINE 1. EXISTING HYDRANTS WILL REQUIRE INSTALLATION OF A STORZ ADAPTER 8 PER CDR 310.1, IF NOT ALREADY EQUIPPED CENTERLINE w WATER N GATE VALVE CONCRETE THRUST BLOCK HYDRANT MECHANICAL JOINT / CAP E � FDC 1 CIVIL CONSTRUCTION PERMIT JON 03/12/21 JSF ZUJ � BLOW OFF 2 CIVIL CONSTRUCTION PERMIT RESUBM17AL TJP 09/03/21 JSF 3 CIVIL CONSTRUCTION PERMIT RMUBMITTAL Tip 12/14/21 JSF owu Tip/ r ss SANITARY SEWER LINE , Call 811 °°'^' KSA, • two business days sB STORM LINE before you dlg °"rc@MNF B NO. REVISION BY DATE JAPPRjSF I / I I j I Lk ° DD 9+00•1I 10+00 '�-H' , I_ NEW FIRE HYDRANT._—��sw°s SEE SHEET 06.17 FOR DETAILS \` II EXISTING FIRE HYDRANT NI A mow; i�s M O O S-417804 W-417804 R-417880 Y 5 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING O msippo 04/07/2022 9�49 36015th Avenue, Suite 1600 0 25 50 100 o�RACI3TeR�`{4� Seattle,WA98101 93tONAL W6c, 206.622.5611 1 inch = 50 feet www.kpff.com 3/11/2022 HAND III M„AS NOTED °ZCNT�HAD '°O/Im, AVIIIIIIIIL CITY OFSOLERA 2842 NE SUNSET BLVD °° K am RENTON �� DnruM RENTON, WA 98056 Planning/Building/Public Works Dept.IF H011 ONE INCH C6.03 SINNEE "` FIRE PROTECTION PLAN 80 43 M M M 0 0 O 00 00 mFssso 1 0 \ ro r o �o � %o s s \ I� O STA. 11+38.69, 34. 7 oy a�`'o +, \h ` TEMPORARY BLOW OFF PER CDR STD Po -�, s 33 LF 12" DI WM WITH 4' EXISTING,12"DI ' I (1) DEADMAN BLOCK, SEE DETAIL 20, LU WM (565 Z6 (1) CA H B° ' 3&TA. 11+28.690 34.50' LT 8" IE=332.64 \ STA. 11+06.67, 1.78' LT a�+xm 45' BEND (MJ) ySCI ogsaoyc y STA. 11+0344, Y. 1) CONCRETE BLOCKING 15.0 45 BEND (MJ)` Q W J O C7 00 � Q 1 6 XISTING 12 x6 TEES(MJxF N NTH PLUG do THRUST BLOCKIN d REMOVE PLUG/BLOCKING'AND (r CONNECT NEW MATER MAIN F- DIRECTLY TO EXISTING TEE' PROVIDE TESTING AND FINAL CONNECTION DETAILS IN LINE WITH 'v STD PLAN 300.5 °y aD 'p;% EXISTING HYDRANT - I` �q 0, TO BE REMOVED, SEE s r ° O° " "'3� DEMOLITI PANS L e(r iy 9ss 0' d 355 350 345 340 335 330 325 320 NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. LT STA. 11+53.39, 2.00' LT 102 (1) 12"1 (FLxFL) > M R UTILITY (1) 12" GATE VALVE (FLxMJ)i. ' 5 EASEMENT (1) 3041GATE VALVE (FLxMJ) STA. 11+75.27, 2.00' LT I J) (1) 12" FLxMJ ADAPTER FIRE HYDRANT ASSEMBLY (1) CONCRETE BLOCKING PER CDR STD PLAN 310.1 STA. 11+62.65, 2.00' LT (1) 12"x6" TEE (FLxFL) r (1) 12`x3°aTEE (MJxFL) (1) 12" GATE VALVE (FLxMJ) r 0 15.0' (1) 6` GATE VALVE (FLxMJ) N (1)R3'a'GATE VALVE (FLxMJ (1) 12" FLxMJ ADAPTER (1) CONCRETE BLOCKING (1) CONCRETE BLOCKING er-- x "Ik 12" DI D '2 o. 10 LF 12" DI WM +0 w I N 31 LFs"DI WM 1 LFS612DI r SSMH 2 s c + f (1).12"x12" TEE (FLxFL) SSCO (2 12" GATE VALVE (FLxMJ) SS 8° IE = 33i1.51 a (1) 12" FLxMJ ADAP 0 2N0% ER C (1) CONCRETE BLOCKII C 3" DOMESTIC,W"A'TER C6.18 ERER CDR S PLANCE P3204. DCVA BACKFLOW LOCATED WITHIN MECHANICAL ROOM, SEE MEP FOR DETAILS. +JEFFQRSONEwUE NE P a , •O to 0 sB' SD p m sD o J 179 LF 12"DI WM m U ps 7----5 x 4 55 SO ? W 1 V N • • •1 ME _ ME 15'+� MECHANICAL TRANSFORMER " I '' ROOM (TYP) STA. 12+36.LT \ TA. 11+85.56, 2.00' LT ARE HYDRANTT ASSEMBLY `3f COMMERCIAL WATER SERVICE C (1) 12"x6" TEE (MJxFL) PER CDR STD PLAN 310.1 MIXED USE BUILDING B PER CDR STD PLO 320.4. C6.18 (1) 6" GATE VALVE (FLxMJ) (1) WAN TEE (MJxFL) RPBA BACKFLOW LOCATED WITHIN (1) CONCRETE BLOCKING (1) 6" GATE VALVE (FLxMJ) MECHANICAL ROOM. SEE MEP FOR DETAILS. (1) CONCRETE BLOCKING 10+00 10+40 10+80 11+20 11+60 12+00 12+40 KEY TOP UTILITY CIA DEPTH TO TOP UTIL APP. IE BOT UTILITY CIA DEPTH TO BOT UTIL APP. IE VERT. CLEARANCE Q WATER 12" 46" 335.59 STORM 8" 71" 334.13 0.79' Q WATER 12" 49` 336.64 STORM 18" 770 335.31 1.33' Q3 WATER 12" 49" 337.25 STORM 8" 69" 335.92 0.67' ® WATER 12" 49" 340.22 STORM 8" 82" 337.80 1.75' Call 811 • two business days before you dlg N0. CIVIL CONSTRUCTION PERMIT CIVIL CONSTRUCTION PERMIT RESUBM17AL REVISION 12+80 BY I DATE I APPR 13+20 13+60 0 10 � 40 1 inch = 20 fE HORZ 0 25 5 10 1 inch = 5 R. YERT COME AS NOTED "",, a ""° °°n°°' OKI DATUM IF NOT ONE INCH KEY PLAN NITS REFER TO SHEET C6.30 & C6.31 FOR CITY OF RENTON SEWER AND WATER NOTES REFER TO SHEET C6.02 AND C6.10 FOR SEWER AND WATER NOTES NOTES: 0 CONNECT TO EXISTING WATER MAIN. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL POTHOLE TO CONFIRM SIZE, LOCATION, AND ELEVATION IN FIELD AND CONFIRM ANY DISCREPANCIES WITH ENGINEER. O2 CONNECT TO EXISTING SEWER. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL POTHOLE TO CONFIRM SIZE, LOCATION, AND ELEVATION IN FIELD AND CONFIRM ANY DISCREPANCIES WITH ENGINEER. CAP SEWER AND WATER UTILITIES FOR FUTURE EXTENSION. O3 EXTEND AND CAP SEWER AND WATER MAIN FOR FUTURE EXTENSION. CONTRACTOR SHALL MARK THE LOCATION OF THE UTILITY STUB WITH ABOVE GROUND STAKE AND FLAG. ® SEE SHEET C6.02 FOR ADDITIONAL WATER AND SEWER NOTES. OS REMOVE EXISTING SANITARY MANHOLE. © POLY PIGGING STATIONS PER CDR STD. PLAN 300.6 AT CONNECTION TO EXISTING WATER MAIN. 7. PLACE ETHAFOAM PAD BETWEEN PIPE CROSSINGS WITHIN LESS THAN 18" CLEARANCE. LEGEND PROPERTY LINE/ RIGHT OF WAY LINE CENTERUNE SANITARY SEWER ® SANITARY SEWER MANHOLE FLOW DIRECTION ARROW SEWER STUB w WATER N GATE VALVE CONCRETE THRUST BLOCK Y HYDRANT r MECHANICAL JOINT / CAP —�— FIRE LINE BLOW OFF 1% PIV S-417805 FDC W-417805 14+00 R-417881 lcpff IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING WASTEWATER UTILITY msippo 04/07/2022 JStowell 04/04/2022 16015th Avenue, Suite 1600 Seattle, WA98101 WATER UTILITY 205.622.5812 w .Rpffxonn agafour 04/07/2022 ' IIIIIII CITY OF SOLERA RRI FENTON 2842 NE SUNSET BLVD °°®°"' RENTON, WA 98056 Planning/Building/Public Woks Dept. WATER AND SEWER C6.10 JEFFERSON AVENUE NE PLAN AND PROFILE 81 43 1 1 55 50 45 40 35 30 25 R O N O O O N A 1n O co O O O O N J CM M M O O O DO T ., 0000 7 O V W I- Q o � o W o0 J O ^o U U N W S W N CV Z J W S N T � N I Ir 00 N r; N I 365 360 355 350 345 340 335 4R, NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 91 TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. SEE SHEET C6.13 FOR CONTINUATION Hit I STA. 16+59.56, 2.00' LT FIRE HYDRANT ASSEMBLY 76 LF 12"DI WM SD 1 I STA. 14+16.66, 1.99' LT STA. 15+16.66, 2j310.1 ' PER COR STD PLAN 310.1 :,I} '1� s FIRE HYDRANT ASSEMBLY FIRE HYDRANT AS(1) 12"x6" TEE (MJxF -jl '. II STA. 16+97.371 2.00 LT s PER COR STD PLAN 310.1 PER COR STO PLA(1) 6" GATE VALVE (FL dX11 -- =STA. 22+28600, 0. (1) 12"x6° TEE (MJxFL) (1) 12'x6" TEE(FL XFL) STA. 15+89.97, 8.03' RT (1) CONCRETE BLOC NG w f (1) 12"x12' CRO (FLxFL) (1) 6" GATE VALVE (FLxMJ) (1) 6' GATE VALVE SEWER CONNECTON (4) 12" GA ALVE (FLxMJ)(1) CONCRETE BLOCKING 1 CONCRETE BL(1) 8°x8°z8° TEE(1)12"GATEVALVE(FLq„r sOe ' " SSMH4 sD so D s 9 so sD sD 'sD so sD - D so r- sc sc o0 98 LF 12"DI - ' 0 141 LF 12"DI WM " 6 LF 72" DI WM '-� . , -h �, • 203 F R2� r N _ wh 16+,� w `'mow. + o w _ , it "' w>� - w _ 1ftOC w r o+D V J PERSON AVENUE NE II� ti W >& a. ss ss ssss S IS SS 86 SS ' o SS+ .. • •' >� S SS SS w N SQ jj a� SSMH I 'sro x x ^a`�x.• �w Q` "@ O x I czi v' ° o - SSCO _ s V v 1 I ' NO GATE VALVE TOBE L W I CONSTRUCTED� NHERE. +� OGATE VALVE TO BE V ^ •. I N p va `ONSTRU`TEDHEFE / \ MIXED USE BUILDING A MIXED USE BUILDING B SS 8IE = 336.05 tt 0 2.DO% I ` _Q� �-�� z n SEE SHEET C6.14 FOR CONTINUATION SSMH 0, 48 ',. STA. 17+07.34, 8.00" RTI. H ,, I, RIM=353.66 STA. 14+15.00, 8.01' RT 8" IE IN=336.32 (NE) _. _RIM=347.43 __. ----__ ----__ ----- _ 8" IE IN=336.32 (NW)._-. 80 IE 3 (NE) EXISTING GRADE AT OF ROAD 8" IE IN=336.32 (SE) i� OUT 33. (S 8° IE OUT=333.95 (SW),.. 8" IE OUT=336.22 (SW) PROPOSED GRADE AT OF ROAD '- - 4.50%. _. __--�- 203 LF if DI WM _ DIL., WM TIN 98 LF 120 01 WM STA. 17+44.98 EL=344.90 L, 12"x6" TEE (MJxFL) 12 x6" TEE (MJxFL) 12"1 TEE (MJxFL) 12"x.2" CROSS.(FLI 12" SO XING ®274R_. -.._ -ST _ __ 6 _._ _. _._ STA. 16+08.05- STA. 16+59.56 STA. 76+87.47 STA' 16 _.... 97.34 202 LF 8" C900PVC SS EL=342.41 STA. 14+72.8 EL=344.51 EL=342.00 EL=347.57 EL=343.84 EL= 47 8 -341.18 18" SO XING 8" SD XING 8" SS XING 12° SO XING 12" SO XING 1'172 LF 8" C900 PVC SS 0 0.75% 7STA.5+89.97 KEY PLAN NTS REFER TO SHEET C6.30 k C6.31 FOR CITY OF RENTON SEWER AND WATER NOTES REFER TO SHEET 06.02 AND 06.10 FOR SEWER AND WATER NOTES 365 LEGEND 360 - - - - PROPERTY LINE/ RIGHT OF WAY LINE - CENTERLINE SANITARY SEWER 355 ® SANITARY SEWER MANHOLE FLOW DIRECTION ARROW 350 E SEWER STUB w WATER N GATE VALVE 345 CONCRETE THRUST BLOCK Y HYDRANT 340 r MECHANICAL JOINT / CAP PsFIRE LINE 335 BLOW OFF �I PIV EL=335.32 ' 330 FDC 5-417806 M N N0 M M, W-417806 m m m 01 CHIco OR NIB N0oCO L < < < iv�j �µpan r� an Ed CHO Ed CCC O M < M FHB LLS ILJ 'n ,n In M 1[J LLS In In In In 'n H, IlJ M~� M~� ,n M Ho Ho �M Y] Eli M M M �M MM MM M �M MM MM MM �M MM M M M M R-417881 14+00 14+40 14+80 15+20 15+60 16+00 t Call 811 3 two business days o before you dlg c NO. 16+40 CIVIL CONSTRUCTION PERMIT CIVIL CONSTRUCTION PERMIT RESUBM17AL REVISION 16+80 BY I DATE I APPR IN COMPLIANCE WITH CITY OF RENTON STANDARDS 17+20 17+60 4�aotWAlqjft c(d DEVELOPMENT ENGINEERING WASTEWATER UTILITY 0 to 20 40 msippo 04/07/2022 O JStowell 04/04/2022 O /1 1 inch = 20 R. HORZ k sta<v � �. I6015th Avenue, Suite 1600 o d'LSeattle, WA 98101 a zs s o �93fONAL NAL WATER UTILITY zD6.6zz.sezzsR I IRcn = n w s Ir 3/11/2022 agafour 04/07/2022 HAND III ZL M„ AS NOTED a°"L "'° IINIV ' CITY OF SOLERA CROWN' TJP/MDR ;R 2842 NE SUNSET BLVD ° ® " RENTON RENTON, WA 98056 CROWN, KSA/CEP DATUM ° NO MNPATIFU ZEE Planning/Building/Public works Deft. WATER AND SEWERC6.11 ;SF "` JEFFERSON AVENUE NE PLAN AND PROFILE 82 43 EL=335.32 ' 330 FDC 5-417806 M N N0 M M, W-417806 m m m 01 CHIco OR NIB N0oCO L < < < iv�j �µpan r� an Ed CHO Ed CCC O M < M FHB LLS ILJ 'n ,n In M 1[J LLS In In In In 'n H, IlJ M~� M~� ,n M Ho Ho �M Y] Eli M M M �M MM MM M �M MM MM MM �M MM M M M M R-417881 14+00 14+40 14+80 15+20 15+60 16+00 t Call 811 3 two business days o before you dlg c NO. 16+40 CIVIL CONSTRUCTION PERMIT CIVIL CONSTRUCTION PERMIT RESUBM17AL REVISION 16+80 BY I DATE I APPR IN COMPLIANCE WITH CITY OF RENTON STANDARDS 17+20 17+60 4�aotWAlqjft c(d DEVELOPMENT ENGINEERING WASTEWATER UTILITY 0 to 20 40 msippo 04/07/2022 O JStowell 04/04/2022 O /1 1 inch = 20 R. HORZ k sta<v � �. I6015th Avenue, Suite 1600 o d'LSeattle, WA 98101 a zs s o �93fONAL NAL WATER UTILITY zD6.6zz.sezzsR I IRcn = n w s Ir 3/11/2022 agafour 04/07/2022 HAND III ZL M„ AS NOTED a°"L "'° IINIV ' CITY OF SOLERA CROWN' TJP/MDR ;R 2842 NE SUNSET BLVD ° ® " RENTON RENTON, WA 98056 CROWN, KSA/CEP DATUM ° NO MNPATIFU ZEE Planning/Building/Public works Deft. WATER AND SEWERC6.11 ;SF "` JEFFERSON AVENUE NE PLAN AND PROFILE 82 43 NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. SEE SHEET C6.15 FOR CONTINUATION STA. 20+79.93, 34.50' LT 0 TEMPORARY BLOW OFF PER COR STD 340.2 STA. 21+39.05, 2.71' LT FIRE HYDRANT ASSEMBLY 203 LF 12°DI V4.1 122.54 TA. 19+42.27, 34.50' LT 33 LF 12° DI VRd WITH 4' COVER PER COR STD PLAN 310.1 1 ^ 1j.. IJ BEND (MJ) (1) DEADMAN BLOCK, SEE DETAIL 20/C6.35 (1) 12°x6" TEE (FLxFL) 1 ell.�1 STA I2 +STA. 19+02.01, 34.50' 1) CONCRETE BLOCKING (1) CAP (MJ) (1) 12" GATE VALVE (FUMIJ)45- 11.25' BEND (MJ)IR VAC AT HIGH (1) 6" GATE VALVE(1) �(B DC (1) CONCRETE BLOCKINOINIT ON 12° WM (1) 12" (FLxMJ) ADAPTERSTA. �)+ 5. (1) CONCRETE BLOCKING 1 45' BEND (M 39 LF 12°DI WM356 I \ d I(1) CONCRE BL� a e 15' UTILITY EASEMENT 1, /I SSMH ry5 MIXED -USE BUILDING A L SSCO SS 8" IE = 342, 0 2.00% KfLfl 116NI K 1101 K 1111 Kl:1.7 o 136 LF 12"DI WM SSMH #6 1?t N"Ayyk EE NE T •- _�30 LF 12"DI WM �tinn w ` bi V ST . 21+11.93 �� STA. 20+79.93, 2.71' LT -- SSCO (1) 1" IRR METER 12°A2" TEE (FLxFL) AND DCVA BACKFLOW ' SS 8° IE = 347.66 (3) 12" GATE VALVE (FLzMJ) (1) 1° IRR POINT OF 0 2.00% (1) CONCRETE BLOCKING CONNECTION 18+20 18+40 18+80 19+20 19+60 20+00 KEY TOP DIA DEPTH TO APP. IE BOT UTILITY DIA DEPTH TO APP. IE VERT. UTILITY TOP UTIL BOT III CLEARANCE Oj WATER 12" 41" 351.38 STORM 1 12" 116" 346.12 4.26' 0 WATER 12" 64" 351.60 STORM 12" 70" 350.00 1.60' Call 811 Obefore tw0 businessdays you dlg N0. 20+40 CIVIL CONSTRUCTION PERMR CIVIL CONSTRUCTION PERMR RESUBM17AL REVISION 20+80 BY I DATE I APPR 21+20 5 LF 12"DI WM I—SIA,l21 dd• ti[n Z 1\ KEY PLAN STA. 21+8 .64 NTS 45' BEND ( J) (1) CONCRE BLOCKING 22+38 I s�BL I CONNECT TO EXISTING 8°x8" CROSS 0 3 LF 12°DI WM \ CONNECTION PER CDR STD PLAN 300.5 O ty \ REMOVE EXISTING 8" MJ PLUG FROM 8" GV co 00 _ �_ 55 55 �ONNEG15T0-8`GV-ss ss ss ss ss 1 i -- 45' BEND (MJ) O (1) CONCRETE BLOCKING 0 N "CI (1) 12"x8° REDUCER (MJxMJ) SEAS WM (2) DI SPOOL J - 5 ZONE) (1) 8" SLEEVE (Ml Z EXISt G 16°CI VRd INE) < Fy 370 REFER TO SHEET Cl & Cl FOR CITY OF RENTON SEWER AND WATER NOTES REFER TO SHEET C6.02 AND C6.10 FOR SEWER AND WATER NOTES Ch I co 365 0 LEGEND 000 — — — — PROPERTY LINE/ RIGHT OF WAY LINE EL 360 CENTERLINE SANITARY SEWER 355 ® SANITARY SEWER MANHOLE FLOW DIRECTION ARROW SEWER STUB 350 • WATER N GATE VALVE 345 CONCRETE THRUST BLOCK Y HYDRANT 340 r MECHANICAL JOINT / CAP Fs FIRE LINE BLOW OFF 335 PIV • FDC S-417807 21+60 22+00 22+40 W-417$07 R-417883 IN COMPLIANCE WITH CITY OF RENTON STANDARDS �'� oy NA,ayvFc�d DEVELOPMENT ENGINEERING WASTEWATER UTILITY 0 10 20 40 - lcpffmsippo 04/07/2022 O JStowell 04/04/2022 O 1 inch : 20 k. HORZ gay I6015th Avenue, Suite 1600 0 2.5 5 10 RA�RecISrexB�`�y6' Seattle, WA98101 WATER UTILITY 93tONAL Who 3W.633.5622 '� 1 Inch ` 5 ft.�T 3/11/2022 w .kpff.cam agafour 04/07/2022 M„AS NOTED °�°"`�"""°'°"^°°' AIIIIIIIII CITY OF SOLERA RRI FENTON 2842 NE SUNSET BLVD °°®°"' RENTON, WA 98056 �� DnruM Planning/Building/Public Woks Dept. WATER AND SEWERC6.12 JEFFERSON AVENUE NE PLAN AND PROFILE 83 43 0000 T 7 C) 6ti , PS E LU �� o� -0�(:��1c I 120 VA LL J 20+00.00 NE 11TH 30+00.00 HARRING 00 n N I F- W N n N I SEE SHEET C-6.15 FOR CONTINUATION EkXISTING 8 D I II °I 1435, ZONE) s LLJ 25 NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. SEE SHEET C6.12 FOR CONTINUATION I ( STA. 21+43.10, 33.35' LT 240 LF 12" DI WM- TEMPORARY BLOW OFF 1I PER COR STD 340.2 52 LF 12° DI NM N1TH 4' COVER UTILITY (1) DEADMAN BLOCK, SEE DETAIL 20/06.35 EASEMENT STA. 22 8.18, 0. - SS Be IE = 337.68 (1) CAP (MJ) =STA. 16+97.3 2.05' L q 0 2.00% (1) 12"x12" CROS FLxFL) 30 LF 12" D WM SSCO _ (4) 12D GATE VALVE ( MJ) CONTRACTOR TO OTHOLE r !-- AND FIELD VERIFY MISTING 15.0' 4 - GAS LINE INVERT. SSMH A7 $ ET= •.. S2 Q 1L N 1 T s 15 LF 12' DI WM ♦ 109 LF 1 " DI�WM 21+00 N- war`, E 11TH STHL T -16 a CAP- END -OF -SEWER- BEFOT --HARRINGTON-CENTEV STA. 1g+971 EXISWM 1OE) WM 565 ZONE ffffff+++J��jjjj OSTA.20+00.00 I2' o 45 DEGREE BEND I(MJ) (1) CONCRETE BLOCKING d� REMOVE EXISTING 12" 9J F?F AND BLOWOFF. I CONNECT NEW 12""WATER MAIN PER CDR ST) PLAN 300.5 1I 365 360 355 350 345 340 335 330 3 15 0' I 83 LF 12" DI WM e :4T . 2 D---_- SD----� + Tcn + I (�.... +:: �h P�. of _o e a D" TA. 0+33.6310.0 SSCO 45' BEND (MJ) 15.0' 15.0' SSMH4 (1) CONCRETE BLOCKING N - ARRINGTON PL NE STA. 30+11.30, 21.31' RT L _ UTILITY EASEMENT NE 11TH STREET STA. 20+19.89, 11.85' LT STA. 21+43.10, 33.33' RT O3 D (1) 12"02° TEE (FLxFL) SS 8" IE = 337.36 TEMPORARY BLOW OFF GATE VALVE (FLxMJ) 0 2.00% CDR STD 340.2 STA. 21+43.09, 0.00' 52 L ° DI WM W1TH 3' COVER (1) 12"x12" CROSS (FLxFL) (1) DEADM LOCK, SEE DETAIL - 30 LF 12° DI WM 3Sp (4) 12" GATE VALVE (FLxMJ) (1) CAP (MJ)� P ; � o 0 wa D + D • L N V P e f y W e W J P f x gall n. SD Z N a o ME I f •P II, Z03 � o h .`S5 w L L� APP I SEE SHEET C6.11 FOR CONTINUATION SSMH A. 48" STA. 17+07.34, 8.00' RT SS.,, H 7 48" I,. L,. RIM=353.66 '.. '.. '.. STA. 21+33.181 10.00' LT 8" IE IN=336.32 (NE) I.. RIM=352.04 8"..IE IN=336.32-(NW) PROPOSED GRADE AT OF ROAD 8° IE IN=337.21 (NE) 8° IE IN 336 (SE) 8' IE IN 336.47(SW) 8° IE OUT-3332 6.22 (SW). EXISTING GRADE AT q OF ROAD 80 IE OUT=337.11 (SE) g - - - - -��, -- _... MATCH EXISTING - ------'�- - - ------ - --- STA. 21+64.04 - - - - - EL=349.67 Be SO XING _ 75LF 12" DI WII 83 LF 127 DI WM 15 LF 12" DI WM 109 LF 12° DI WM 1 _. _. 12"x12° STA. 21+26.02 STA. 22+28.18 30 LF 12° I WM EL 348.96 12°x12" (FLxFL) EL=347.81 1„ z STA. 20+33.63 18"''. SO XING '',, STA. 21+43.10 '', STA. 22+18.08 . EL 344.35 EL=345.20 EL=342.99_-. F - 45e BEND (MJ) -- 12" SO XING _. 18" SO RING (1) CONCRETE BLOCKING 105 LF Be C9D0 PVC SS 0 0.75% CONNECT DIRECTLY TO '',. 12°x12" (FLxFL) _. .EXISTING 12" WATER MAIN STAB-20+19.89 STA. 20+00.52 ',, EL=344.27. 45' BEND (MJ) 120 SO XING EL=344.84 '',, ',, SEE SHEET',, C6.15 SEE SHEET I..C6.15 m Opp `t M c Of m M T 1n oo ^ r N V V FIB M M M M Nt M 20+00 20+40 20+80 21+20 21+60 22+00 22+40 1 CNIL CONSTRUCTION PERMIT JON 103/12/211 JET 2 CIVIL CONSTRUCTION PERMIT RESUBMITTAL TJP 09/03/21 JET CNIL CONSTRUCTION PERMIT RESUBMITTAL TJP 12/14/21 JSF Ca 811day a3 two busillness s before you dig N0. REVISION BY DATE APPR 365 360 355 350 345 340 335 330 2 KEY PLAN NTS KEY TOP DIA DEPTH TO APP. IE BOT UTILITY CIA DEPTH TO APP. IE VERT. UTIUTY TOP UTIL BOT UTIL CLEARANCE Q1 WATER 1 120 1 490 348.05 1 STORM 1 8" 1 73" 1 346.55 1 0.50' REFER TO SHEET C6.30 k C6.31 FOR CITY OF RENTON SEWER AND WATER NOTES REFER TO SHEET 06.02 AND C6.10 FOR SEWER AND WATER NOTES LEGEND - - - - PROPERTY LINE/ RIGHT OF WAY LINE - CENTERUNE SANITARY SEWER ® SANITARY SEWER MANHOLE FLOW DIRECTION ARROW SEWER STUB • WATER N GATE VALVE CONCRETE THRUST BLOCK Y HYDRANT r MECHANICAL JOINT / CAP ES FIRE LINE BLOW OFF PIV • FDC S-417808 W-417808 R-417884 MEOW IN COMPLIANCE WITH CITY OF RENTON STANDARDS WA,4y��4C� i4°M1�"o N DEVELOPMENT ENGINEERING WASTEWATER UTILITY 0 10 zo aDIT msippo 04/07/2022 O JStowell 04/04/2022 O 1 inch = 20 11 HORZ sell, I6015th Avenue, Suite 1600 o RACISTBR� Seattle, WA 98101 0 25 5 m �9NfONAL'` WATER UTILITY 306.6II.6622 1 inch - 5 H-YERTH-PERT 3/11/2022 w JcpTf.cam a0afour 04/07/2022 ' M". AS NOTED °" "'°'°"^°°' CITY OF SOLERA RRI FENTON 2842 NE SUNSET BLVD °°®°"' RENTON, WA 98056 �� DnruM Planning/Budding/Public Works Dept. WATER AND SEWERC6.13 NE 11TH STREET PLAN AND PROFILE 84 43 O N O O O N Z LO O co O O O O N Q J LM M M O O O ao a 00 7 O V LU Q W J O U) 00 n N I Er W N T ri N I NVV 1/4 OF THE NW 1/4 AND THE NE 1/4 O_ F THE NVV 114 SECTION 99 1 MIXED USE BUILDING A STA. 22+99.76, 0.00 SS 8" IE = 338.21 (1)6" GATE VALVE (FLxFL) SSCO ®2 00X g" �� EXISTING 12' DI WM (56 ZONE) ne I oHJ ,SSMHD#10. p. °I — 1• D, °S CONNECT (3) 12" C N ss ss - ss ss ss ss ss ,.. I25+'00 `ft�a e 0(1) CONCI g82 LF 12" DI WM 78 LF 12" Dla o0 11T STREET D 12D CONTRAC' ¢" 23 00 2 CONFIRM N= w r DD N EXISTING . a ENGINEER z W So SD Sn--, SD S% �CONNECTI JW � 5 p Q D M LJ� M m " I o wm na D D D 24+62.98, 15.35' R A STA. 23+83.62 ---SSCO STA. (1) 1" IRR METER AND DCVA BACKFLOW SS 8° IF = 338.79 FIRE HYDRANT ASSEMBLY (1) 1" IRR POINT OF CONNECTION 0 2.00% PER CDR STD PLAN 310.1 D MIXED USE BUILDING B (1) 12"x6" TEE (MJxFL) 3 (1)6" GATE VALVE (FLxMJ) •, a, ,� 8 j (1) CONCRETE BLOCKING w I 375 370 365 360 355 350 345 340 335 AT ¢ OF AT CL OF 78 LF 12" DI WM STA. 24+22.77, 1 UNE 0 I PROVIDE ETHAFOAM STA. 23 BLOCKING FOR LESS i EL=353. Lj THAN 1.5' UTIL SEP 3 'A� 80 SS CONNECTII —12" GATE VALVE (FLxFL) STA. 24+02. STA. 22+99.96 '.. IE=338. EL=348.2$ _... 180 LF 8" C900 PVC SSI,0 0.75% STA, 24+31.78 EL=359.17 8" SO XING 23+20 23+60 24+00 24+40 Callness da811 two busiys • before you dlg N0. IN AREAS OF FILL, NEW ROADWAY SUBGRADE SHALL BE FILLED AND COMPACTED'.. BEFORE EXCAVATION STA. 8" SS CONNEC STA. 24+17.79 CONNECT TO EXISTING 12" WM IN SUNSET BLVD 24+80 EXISTING ST( STA. 1 CIVIL CONSTRUCTION PERMIT CIVIL CONSTRUCTION PERMIT RESUBM17AL REVISION 25+20 380 375 EXISTING 370 BY I DATE I APPR 355 350 345 340 335 \ IP 23 NORTH, RANGE 05 EAST, W.M. WATER MAIN(6) POTHOLE AND LOCATION OF NO NOTIFY CONSTRUCTION. R STD. PLAN / ry93C'S6 .y. 2 KEY PLAN NTS KEY ETO DEPTH TO APP. IE BOT UTILITY CIA DEPTH TO APP. IE VERT. U TU ry TOP UTIL BOT UTIL CLEARANCE 101 WATER 12" 50° 1 349.11 1 STORM 1 8" 1 71" 1 347.82 1 0.75' REFER TO SHEET C6.30 & C6.31 FOR CITY OF RENTON SEWER AND WATER NOTES REFER TO SHEET C6.02 AND C6.10 FOR SEWER AND WATER NOTES LEGEND PROPERTY LINE/ RIGHT OF WAY LINE CENTERUNE SANITARY SEWER ® SANITARY SEWER MANHOLE FLOW DIRECTION ARROW SEWER STUB • WATER N GATE VALVE CONCRETE THRUST BLOCK w HYDRANT f MECHANICAL JOINT / CAP PSFIRE LINE BLOW OFF A PIV • FDC S-417809 W-417809 R-417885 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q� oy NA,ayvFc�d �4°M1� fro N DEVELOPMENT ENGINEERING WASTEWATER UTILITY 0 0lcpff msippo 04/07/2022 O JStawell 04/04/2022 O 1 inch = 20 fE HORZ 49 I6015th Avenue, Suite 1600 0 25 5 10 osa.Rd'L'isreR�`{4� Seattle, WA 98101 93fONAL ' 26.622.5822 WATER UTILITY 1 Inch =slit. VERT 3/11/2022 w .kpff.cam agatour 04/07/2022 M". AS NOTED RIZ"`"""°'°"'^°°' CITY OF SOLERA RRI FENTON 2842 NE SUNSET BLVD RENTON, WA 98056 �� DnruM Planning/Building/Public Woks Dept. WATER AND SEWERmC6.14 "` ° NE 11TH STREET PLAN AND PROFILE 85 a3 00 7 O V = LU " H r LL.I SO . 0 o U) _ + 0000 a I T � N I • a + X �� I AAAA SEE SHEET C-6.13 FOR CONTINUATION W N n N I 365 360 355 350 345 340 335 NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. T PL HE,= 3 `� _-- i qS�TA 33+1727, 1.52 T STING 16" Cl a'1 NC ' asa- _ _ _ 2 4 BFNCE HYDR T ASSEMB Y' / EXISTING 8" Cl TR _ - - - - - - _ _ G �\ (435 ZONE) WM (565 ZONE) 1 - 12' ' TEE FLxFL -:`6 LF 12" DI WM ti TA. 30+32.21, 2d 4' RT �0p�16 �4 Tx�A,1 19LF 12" DI WM 2 LF 8" DI WM i 63 LF 1 ' DI WM HARRINGT 6 K Nt�"� 4'la 6" AA VALVE (FL 1J) 46 LF 12"/DI h so SO So so so Sro o 'jE - B c, s s f O 12° MJ) ADAP R (1) CONCRETE BLOC G 31+DO 32+00 33+00 °y 34+00 N Irse'e zs alQN RF R_I�TF I(IfKING__� 1 w w w w wr�-w w� _ v INGJON -PLACE N w � �y 1 REMOVE EXISTING HYDRANT"�o AFTER MAIN HAS BEEN STA. 33+61.41' RT \� STA. 32+18.97, 1.76' RT ABANDONED BY CITY CREWS. 22.5* .5' B D STA. 31+14.93, 2.02' RT (1) 12"x2" TAPPED TEE (MJxFL) REMOVE VALVE AND VAL " \ o (1) CONCRETE BLOCK 0 ' (1) 12"x2" TAPPED TEE (MJxFL) (1) 2" GATE VALVE BOX FOR HYDRANT V STA. 3333+70 STA. 3.25, 2.19' RT (1) 2" GATE VALVE (1) CONCRETE BLOCKING 11.25' BEND (MJ F HYDRANT ASSEMBLY (1) CONCRETE BLOCKING (1) CONCRETE BLOCKING (FOR FUTURE WATER SERVICE PER COR STD. PLAN 310.0 (FOR FUTURE WATER SERVICE TRANSFER TO EXISTING METERS) \ o \ (1) 12"A" TEE (MJxFL) 6 1 TRANSFER TO EXISTING METERS) CONNECT TO EXISTING WATER MAIN > ✓ o (1) 6" GATE VALVE (FLxMJ) (1) 8"x8" TEE (FLxFL) (1) CONCRETE BLOCKING (3) 8" GATE VALVE (FLxMJ) vi STA. 31+07.65, 2.03' RT (1) 8' DI SPOOL (1) 12" GATE VALVE (FLxFL) (1) 12"x8" REDUCER (MJxMJ) +u` (1) CONCRETE BLOCKING s h CONTRACTOR SHALL POTHOLE AND CONFIRM DEPTH AND LOCATION OF EXISTING UTILITIES AND NOTIFY ENGINEER PRIOR TO CONSTRUCTION CONNECTION PER CDR STD PLAN 300.4. CONNECT TO EXISTING 8° L, WTJ IN NE 12TH STREET L, 8"x8" TEE (FLxFL) STA.33+8T.6T - L. L. EL=350.26 EXISTING GRADE AT OF ROAD 'I. 'I. ',. I,. 6.,. LF 12" DI WMM 9 LF 12" DI WM PROVIDE. ETHAFOAM BLOCKING FOR LESS THAN 1 1 ------------ --- i ',. '.. -SEP - 12 LF 12" DI WM - ----. 63 LF ----. -_-_-. 12" DI WM ----. ----. ----. 120 DI WM --- 'a ----. --_-__ --- 209 IF STA. 33+62.5 ryry 26 LF 12" DI WM 12"x6" (FLxFL) EL=349.55 rl 2 LF 8° B STA. 33+17 27 22.5' BEND (MJ) DI WM 1 OUR ----.. -------------- --_-_- -_-_-_ ---.--.EL=34858 T CONCRETE BLOCKING O --. ----. --_- 12" GATE VALVE (FLxFL) ELA349.984.07 STA. 31+07.65 PROVIDE ETHAFOAM BLOCKING 3 12"x8" MJxMJ 12"x12° (FLxFL) EL-344.83 FOR LESS THAN 1.5' UTIL SEP REDUCER STA. 30+10.63 12"x6" (MJxFL).__ EL=334.25 STA. 30+30.60 STA. 30+43.25 2 --PROVIDE ETHAFOAM BLOCKING ----- ---- ---- ----- ---- --- - STA. 33+70.45--- TORE 24" ---- SEE SHEET C6.13 EL=344.05 EL-344.11 FOR LESS THAN 1.5' UTIL SEP EL=349.88 WM XING 45' BEND (MJ) LOW POINT 11.25' BEND (MJ) I STA. 33+72.01 (1) CONCRETE BLOCKING '.,. (1) CONCRETE BLOCKING'... EL=346.37 nM O, UO w m IV IV m 'M� o CD p p Zµo x M 29+80 30+00 30+40 30+80 31+20 31+60 KEY TOP UTILITY CIA DEPTH TO TOP UDL APP. IE BOT UTILITY CIA DEPTH TO BOT UDL APP. IE VERT. CLEARANCE Oj STORM 12" 44" 345.08 WATER 6" 50" 344.08 0.50' Q2 STORM 8" 70" 345.88 WATER 12" 76" 344.38 0.50' Q3 WATER 1 12"1 61° 1 347.46 1 STORM 1 8" 67" 346.29 0.50' Call 811 • two business days before you dlg N0. 32+DO 32+40 CIVIL CONSTRUCTION PERMIT CIVIL CONSTRUCTION PERMIT RESUBM17AL REVISION 32+80 BY I DATE I APPR KEY PLAN �� NTS REFER TO SHEET C6.30 & C6.31 FOR CITY OF RENTON SEWER AND WATER NOTES REFER TO SHEET C6.02 AND C6.10 FOR SEWER AND WATER NOTES NOTES 1. THE NEW 12" WATER MAIN SHALL BE INSTALLED, TESTED AND ACCEPTED AND THE EXISTING SERVICES ALONG HARRINGTON PLACE NE SHALL BE TRANSFERRED TO THE NEW 12" WATER MAIN PRIOR TO ABANDONMENT OF THE EXISTING 8° WATER MAIN. 2. THE CONTRACTOR SHALL COORDINATE THE TRANSFER OF EXISTING WATER SERVICES TO THE NEW 12" WATER MAIN WITH CITY WATER CREWS UPON ACCEPTANCE OF THE NEW 12' WATER MAIN. SERVICE TRANSFER WILL BE DONE BY CITY WATER CREWS AFTER THE NEW 12" WATER MAIN IS ACCEPTED AND OPERATIONAL. 3. THE EXISTING FIRE HYDRANT SHALL REMAIN IN OPERATION UNTIL THE NEW 120 WATER MAIN AND FIRE HYDRANT ARE ACCEPTED AND OPERATIONAL. THE EXISTING FIRE HYDRANT, HYDRANT VALVE, AND VALVE BOX SHALL BE REMOVED AFTER ABANDONMENT OF THE EXISTING 8" WATER MAIN. THE REMOVED FIRE HYDRANT SHALL BE SALVAGED TO THE CITY WATER SHOPS. THE GROUND WHERE THE HYDRANT IS REMOVED, SIDEWALK, CURB, AND ROADWAY SHALL BE RESTORED TO MATCH EXISTING CONDITIONS. LEGEND PROPERTY LINE/ RIGHT OF WAY LINE CENTERLINE SANITARY SEWER ® SANITARY SEWER MANHOLE FLOW DIRECTION ARROW SEWER STUB • WATER N GATE VALVE CONCRETE THRUST BLOCK Y HYDRANT r MECHANICAL JOINT / CAP FsFIRE LINE BLOW OFF �f PIV 33+20 33+60 34+00 . FDC 5-A 17810 Y 6. `;� oe "ANniFEd i4°M1� ' 0 10 20 ao 1 Bch = 20 f. HORZ 1601 5th Avenue, Suite 1600 �d'Cpff 0 25 5 10 o�RACxSTBR�`{Q� Seattle, WA 98101 93(ONAL W6f 3N.633.5822 1 inch = 5 ft. VERT 3/11/2022 w .kpff.cnm M" AS NOTED °' � `^ °'�CITY OF % FENTON �� DATUM Planning/Building/Public Works Dept. 365 360 355 350 345 340 335 CD Ld W-417810 R-417886 IN COMPLIANCE WITH CITY OF RENTON STANDARDS lsippo 04/07/2022 N% WATER UTILITY 4p Igafour 04/07/2022 SOLERA 2842 NE SUNSET BLVD °°®°"' RENTON, WA 98056 WATER AND SEWERC6.15 H NRRINGTON PL NE PLAN AND PROFILE 86 43 A to O co O O O O N Q J LM M M 0 O O 00 a NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION INNIN.W D 3" DOMESTIC WATER SERVICE. v ,° 4 4 MIXED -USE BUILDING A C618 PER CDR STD. PLAN 320.4 AND 3" COMMERCIAL WATER D 360.5. DCVA BACKFLOW SERVICE PER COR STD. PLAN C6.18 O LOCATED WITHIN MECHANICAL 320.4 AND 360.5. RPBA ✓` ROOM, SEE MEP FOR DET BACKFLOW LOCATED WITHIN MECHANICAL ROOM, SEE MEP LU HYDRANT MEC ANIC_ FOR DETAILS A FDC 6" FIRE OOM ° E ° ®, WATER ER E Q4 • •tee '—f- 4 LU If If O • • �/ ° 4 44 'c cvEtD /s� EXISIING 10" CI -IE aD �so WM (565 ZONE) w 3. ow, r �i ss p0 CUT IN VAL BY CITY F RCES) STA. 81+31.31, 34.50' LT A'° SGy w ms '(1) 1ONE" TEE (MJxFL) (1) GATE VALVE (FLxMJ) ,os `rFj. s h 1) CONCRETE BLOCKING 0 2-10" SLEEVES (NU) �o �O o o rA o CUT -IN VALVES ((BY CITY F FN mz h g O1 STA. 81+50.84, 34.50' LT N s a o a s FIRE HYDRANT ASSEMBLY o -� 8 ° "7 h i z so PER CDR STD. PLAN 310.1 (1) IONA" TEE (FLxFL) (1) 6" GATE VALVE (FLxMJ) CIF „}+ ss CIE (1) 10" GATE VALVE (FLxMJ) E9 (1) 10" (FLxMJ) ADAPTER (1) CONCRETE BLOCKING 2-10" SLEEVES (IOU) CONDI ,V CINV CUT -IN 12" DI CONCF OF APPROVAL. 2-10" D 9E LOCATED MAY FROM VING TO REDUCE CONFILICTS WITH a t • Call 811 • two business days o before you dig c NO. '2 KIRKLAND ACE NE CUT -IN VALVES (BY CITY FARCES) STA. 81+97.49, 34.50' LT 1 -- (1) 10"O'TEE (FLxFL) (1) r4CATE VALVE (FLxMJ)..I (1) 10" GATE VALVE (FLxMJ) (1) 10" (FLxMJ) ADAPTER (1) CONCRETE BLOCKING 2 10 `SLEEVES ES (BY CITY F RCES) 2¢50' LT _n{ QALV1<�FLxMJ) 6APTER VALVE (MJ) DOL ,BLOCKING ^ / :EVES (MJ) CIVIL CONSTRUCTION PERMIT CIVIL CONSTRUCTION PERMIT RESUBM17AL CNIL CONSTRUCTION PERMIT RMUBMITTAL CIVIL CONSTRUCTION PERMIT RESUBMITTAL REVISION BY I DATE I APPR TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. (°. ,soIo) 0 0 20 40 1 Inch = 20 fL HORZ 0 2.5 5 10 inch = 5 ft. VERT AS NOTED °" NNO IM °°' DATUM AT R�u IF HIC ONE INCH KEY PLAN y�� NTS REFER TO SHEET C6.30 k C6.31 FOR CITY OF RENTON SEWER AND WATER NOTES REFER TO SHEET 06.02 AND 06.10 FOR SEWER AND WATER NOTES lcpff 16015th Avenue, Suite 1600 Seattle, WA 98101 206.622.5811 www.kpff.cam AV%L 1[=CITY OF ' FENTON viav Planning/Building/Public Works Dept. LEGEND IIIIIIIf If If 4IIIIIf PROPERTY LINE/ RIGHT OF WAY LINE CENTERLINE SANITARY SEWER ® SANITARY SEWER MANHOLE FLOW DIRECTION ARROW SEWER STUB • WATER N GATE VALVE CONCRETE THRUST BLOCK Y HYDRANT L MECHANICAL JOINT / CAP PsFIRE LINE BLOW OFF PIV • FDC S-417811 W-417811 R-417887 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING O msippo 04/07/2022 WATER UTILITY "R agafour 04/07/2022 ' SOLERA 2842 NE SUNSET BLVD °°®°"' RENTON, WA 98056 WATER AND SEWERC6.16 KIRKLAND AVE NE PLAN 87 14, Z LO O co O O O O N Q If J M M M O O O 00 a NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. 00 T Q Q W J 0 U) 00 IN".. NET IFIIIN N a 7 a 00 N n N a 0 Q i NEW HYDRANT U v / DtX1NT - 77 C REMOVE � EXISTING TINE P P�-P PP " P P--SD SD S i"Vi`T "3 SD SD SD \,-<> / w w w I / w [ w H.— EXISTING 12" DI WM / STA. 4+30.49, 17.90S IT (565 ZONE) FIRE HYDRANT ASSEMBLY j PER CDR STD PLAN 310.1 i/ (1) 12"x6" TEE (MJI / (1) 6" GATE VALVE (FLxMJ) i (1) CONCRETE BLOCKING NE SUNSET BOULEVARD (SR 900) FIRE HYDRANT DETAIL LEGEND PROPERTY LINE g — - - — RIGHT OF WAY LINE CENTERLINE SANITARY SEWER ® SANITARY SEWER MANHOLE N FLOW DIRECTION ARROW [ SEWER STUB t CIVIL CONSTRUCTION PERMIT 'I 2 CIVIL CONSTRUCTION PERMIT RESUBM17AL Call 811 3 CNIL CONSTRUCTION PERMIT RMUBMITTAL • business days before you dlg NO. REVISION c P CPOVHYDRANT '7 P E EXIS G 6" LINE AND TEE. PRO E NEW 12" CAP P W TEE _ — — — — — 100 o o„„ o o„" i(S NEW FIRE HYDRANT ASSEMBLY PER COR PROTECT STD PLAN 310.1 EXISTING LINE 10 LF 6" WATER MAIN STA. 8+80.07, 21.25' LT EXISTING 12" DI WM PROTECT EXISTING 12" GATE (565 ZONE) VALVE AND FITTING NE SUNSET BOULEVARD (SR 900) NIIIIIIIII w WATER N GATE VALVE CONCRETE THRUST BLOCK HYDRANT [ MECHANICAL JOINT / CAP FIRE LINE —fs— BLOW OFF sD STORM LINE BY I DATE I APPR gi:»-usm,���»r_n� I"-5' P `STA. 8+80.07, 28 72' LT ' LT- . 6" CONNECTION TO EXISTING MAIN (1) 12"x6" TEE (FLxMJ) (1) 6" GATE VALVE (FLxMJ) (1) CONCRETE BLOCKING 'QR�e4 N�I. gay 36015th Avenue, Suite 1600 0 2.5 5 10 °�RdCISTeR�`{0� Seattle, WA 98101 93tONAL W6c, 306.622.5811 1 inch = 5 feet 3/11/2022 www.kpff.cam M,. FOOD III AS NOTED a4`"°"`'�'L. "'°'°"n°°' CITY OF ' RENTON LL DATUM IF NET ONE INCH SOMEcaw,w Planning/Building/Public Works Dept. S-417812 W-417812 R-417888 IN COMPLIANCE WITH CITY OF RENTON STANDARDS msippo 04/07/2022msippo 04/07/2022 `%l WATER UTILITY agafour 04/07/2022 CITE SOLERA 2842 NE SUNSET BLVD HEI, RENTON, WA 98056 DINANING NO C6.17 ENLARGED WATER PLANS s"' 88 43 Z O M O O 0 0 N Q J CM M M O O O ao .11 NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. 00 Hit I Q W F— LU J O Tn 00 NET INNH. N I X F- 00 n N I NE JEFFERSON AVENUE / SEE SHEET C6.10-\ .yeti /—SEE SHEET C6.10 DEADMAN BLOCK, SEE DETAIL 20/C6.35 i I I I I I I I n I A p, O O DEADMAN BLOCK, ; SEE DETAIL 20/06.35 0 D D 0 DEADMAN BLOCK, DEADMAN BLOCK, SEE DETAIL 205 i i SEE DETAIL 20/06.35 0 LEGEND PROPERTY UNE - - — RIGHT OF WAY UNE CENTERLINE SS SANITARY SEWER © SANITARY SEWER MANHOLE A* FLOW DIRECTION ARROW [ SEWER STUB � I o D yl 4" POINT OF CONNECTION, SEE SHEET C6.10 MECHANICAL ROOM VAULT DETAIL C 1'=5' C6.01 w WATER N GATE VALVE CONCRETE THRUST BLOCK HYDRANT [ MECHANICAL JOINT / CAP —rs— FIRE UNE -40 BLOW OFF STORM UNE 2 Call 811 two business day $ Flubefore you dlg N0. CIVIL CONSTRUCTION PERMIT CIVIL CONSTRUCTION PERMIT RESUBM17AF REVISION BY I DATE I APPR VAULT = 5' AIL lcpff 36015th Avenue, Suite 1600 0 2.5 5 10 0� dCIgpBR'N"`�Q: Seattle, WA 98101 93tONAL ' 306.6II.6622 1 inch = 5 feet 3/11/2022 www.kpffI M,. AS NOTED HAND III aa,,,w HAD A00IIII6CITY OF ' FENTON viav �� DATUM Planning/Building/Public Works Dept. IF NOT ONE INCH � caw,w 01 S-417813 W-417813 R-417889 IN COMPLIANCE WITH CITY OF RENTON STANDARDS IEVELOPMENT ENGINEERING O msippo 04/07/2022 WATER UTILITY agafour 04/07/2022 01, SOLERA 2842 NE SUNSET BLVD RENTON, WA 98056 �C6.18 ENLARGED WATER PLANS se 4s 0 N O 1- 0 O N Z LO O M 0 O 0 0 N Q J NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. 00 Hit I Q 0 LU H Q W J O W O NET T INNH� N I i■ a W N T ri N cL CITY OF RENTON WATER UTILITY NOTES AND SPECIFICATIONS 1. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON 18. 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 RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 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 (425) 430-7301. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE OF ANY WORK IN THE RIGHT OF WAY. 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 DISTURBANCE. FOR UTILITY LOCATES CALL 48-HOUR LOCATORS 800-424-5555. 4. AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED TO BE SUBMITTED AT THE PRE -CONSTRUCTION MEETING. 5. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/ 1991 METERS UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 6. ALL WATERMAIN PIPE IS TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AWWA C110 AND C111 OR LATEST REVISION, THICKNESS CLASS 52. CEMENT MORTAR LINING AND SEAL COATING SHALL CONFORM TO AWWA C104 OR LATEST REVISION. PIPE JOINTS TO BE PUSH -ON OR MECHANICAL JOINT. BEDDING TO BE CLASS C. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE POLYETHYLENE WRAPPED PER ANSI/ AWWA C105/ A21.5-93 STANDARDS. 7. CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, PRESSURE RATED AS NOTED ON PLANS, AND IN ACCORDANCE WITH ANSI/ AWWA C110/ A21.10-87. CEMENT LINING SHALL BE IN ACCORDANCE WITH ANSI/ AWWA C104/ 421/ 4-90. IF FITTINGS ARE 3 TO 12 INCHES IN DIAMETER AND HAVE MECHANICAL JOINTS, THE FITTINGS SHALL IN ACCORDANCE WITH EITHER ANSI/ AWWA C110- A21.10-87 OR ANSI/ AWWA C153/ A21.53-94. THREE ( 3) INCH TO 12 INCH DIAMETER FITTINGS, WHICH HAVE MECHANICAL JOINTS AND/ OR FLANGED JOINTS, SHALL BE IN ACCORDANCE WITH ANSI/ AWWA C110/ A21.10.87 OR A COMBINATION OF ANSI/ AWWA C110/ A21.10.87 AND ANSI/ AWWA C153/ A21.53-94 SUCH THAT THE PORTION OF THE FITTING WITH A MECHANICAL JOINT(S) MAY BE WITH ANSI/ AWWA C153/ A21.53-94 AND THAT PORTION OF THE FITTING WITH FLANGED JOINT(S) SHALL BE IN ACCORDANCE WITH AWWA C110/ A21.10-87. ACCEPTANCE TESTING IN ACCORDANCE WITH SECTION 53.53 OF ANSI/ AWWA SECTION 10-4.3 OF ANSI/ AWWA C110/ A21.10-87 SHALL BE OBTAINED BY THE CONTRACTOR AND TRANSMITTED TO THE OWNER. 8. GATE VALVES SHALL BE IRON BODY BRONZED -MOUNTED DOUBLE DISC WITH BRONZE WEDGING DEVICE AND O-RING STUFFING BOX (AWWA C500) OR OF RESILIENT SEATED TYPE (AWWA C509). UTILITY SPECIFICATIONS VALVES SHALL BE DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE OF 200 PSI. GATE VALVES SHALL BE CLOW LIST 14, MUELLER COMPANY NO. A2380 OR M & H. 9. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) OR COMPRESSION TYPE (OPENING AGAINST PRESSURE) CONFORMING TO AWWA C-502-85 WITH A 6 INCH MECHANICAL JOINT INLET AND A MAIN VALVE OPENING (M.V.O.) OF 5-1/ 4 INCH, TWO 2-1/ 2 INCH HOSE NOZZLES WITH NATIONAL STANDARD THREADS 7-1/ 2 THREADS PER INCH AND ONE 4 INCH PUMPER NOZZLE WITH THE NEW SEATTLE PATTERN 6 THREADS PER INCH, 60 DEGREES V. THREADS: OUTSIDE DIAMETER OF MALE THREAD 4.875 AND ROOT DIAMETER 4.6263. HYDRANTS SHALL HAVE A 1-1/ 4 INCH PENTAGON OPERATING NUT OPENED BY TURNING COUNTER CLOCKIMSE (LEFT). 10. THE TWO 2-1/ 2 INCH HOSE NOZZLES SHALL BE FITTED WITH CAST IRON THREADED CAPS WITH OPERATING NUT OF THE SAME DESIGN AND PROPORTIONS AS THE HYDRANT STEM NUT. CAPS SHALL BE FITTED WITH SUITABLE NEOPRENE GASKETS FOR POSITIVE WATER TIGHTNESS UNDER TEST PRESSURES. 11. THE 4 INCH PUMPER NOZZLE SHALL BE FITTED WITH A STORZ ADAPTER, 4 INCH SEATTLE THREAD X 5 INCH STORZ. STORZ ADAPTER SHALL BE FORGED AND/ OR EXTRUDED 6061-T6 ALUMINUM ALLOY, HARDCOAT ANODIZED. THREADED END PORTION SHALL HAVE NO LUGS AND TWO SET SCREWS 180 DEGREES APART. STORZ FACE TO BE METAL, NO GASKET TO WEATHER. STORZ CAP TO HAVE SYNTHETIC MOLDED RUBBER GASKET, AND SHALL BE ATTACHED TO HYDRANT ADAPTER WITH 1/ 8 INCH, COATED, STAINLESS STEEL, AIRCRAFT CABLE. 12. FIRE HYDRANTS SHALL BE PAINTED WITH TWO COATS OF PAINT. PRESERVATIVE PAINT NUMBER 43-655 SAFETY YELLOW OR APPROVED EQUAL. ALL WATERMAINS AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF 200 PSI OR 150 PSI OVER OPERATING PRESSURE, IN ACCORDANCE IWTH THE SPECHFICATONS OF THE CITY OF RENTON AND THE WASHINGTON STATE HEALTH DEPARTMENT. ALL PRESSURE TESTING SHALL BE DONE IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY OF RENTON. THE QUANTITY OF WATER LOST FROM THE MAIN SHALL NOT EXCEED THE NUMBER OF GALLONS PER HOUR AS LISTED IN CITY OF RENTON UTILITY SPECIFICATIONS STANDARD PLANS & SPECIFICATIONS 7-11.3(11). THE LOSS IN PRESSURE SHALL NOT EXCEED 5 PSI DURING THE 2 HOUR TEST PERIOD. 19. ALL WATERMAINS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A 50 PPM (MINIMUM CONCENTRATION) CHLORINE/ WATER SOLUTION. DRY CALCIUM HYPOCHLORITE SHALL NOT BE PLACED IN THE PIPE AS LAID. CHLORINE SHALL BE METERED/ INJECTED IN ACCORDANCE WITH SECTION 7-11.3(12)E OR 7-11.3(12)F OF THE STANDARD SPECIFICATIONS REFERENCED ABOVE. 20. A PRE -CONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM OF FIVE (5) WORKING DAYS NOTICE IS REQUIRED FOR SCHEDULING. 21. TWENTY-FOUR (24) HOURS NOTICE WILL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. 22. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. 23. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL NOT BE DONE UNTIL ALL SERVICE AGREEMENTS, METER APPLICATIONS, CONSTRUCTION PERMITS, AND PAYMENT OF FEES HAVE BEEN MADE TO THE CITY OF RENTON. 24. ALL CONNECTION TO EXISTING MAINS IS TO BE ACCOMPLISHED BY THE CITY OF RENTON, EXCEPT WET TAPS, WHICH MAY BE MADE BY APPROVED WET TAP CONTRACTORS WITH PRIOR APPROVAL FROM THE PUBLIC WORKS DEPARTMENT. ALL NECESSARY EXCAVATION AND MATERIALS ARE TO BE SUPPLIED BY THE CONTRACTOR AND BE ON -SITE PRIOR TO CITY NOTIFICATIONS. 25. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY DEVELOPMENT SERVICES TWENTY FOUR (24) HOURS IN ADVANCE OF BACKFIWNG ALL CONSTRUCTION. THE CONTRACTOR, AS WELL AS THE ENGINEERS, SHALL KEEP AS -BUILT DRAWINGS. 26. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW -OFF ASSEMBLIES FOR TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL TIE-IN. 27. ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS, ETC.) SHALL BE AS MANUFACTURED BY THE STAR MANUFACTURING COMPANY OF COLUMBUS OHIO, OR EQUAL, APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT. 28. ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2)INCHES. OIL MAT STREETS MAY BE SPADE CUT. ALL SURFACE CONCRETE, PAVEMENT, SIDEWALKS, CURB, GUTTERS, AND DRIVEWAY APPROACHES SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO ( 2) INCHES OR REMOVED TO AN EXISTING EXPANSION JOINT. 29. A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY OF INITIAL EXCAVATION WITH A PERMANENT, SEALED PATCH TO BE PLACED, TO CITY OF RENTON POLICY, WITHIN 10 DAYS. CALL FOR SUBGRADE INSPECTION PRIOR TO PLACEMENT OF FINAL PATCH. r 30. FOR CITY PROJECTS SUCH AS TELEMETRY CONDUIT, THE PVC PIPE USED SHALL BE ALL CHEMICAL PROCESS LINES SHALL BE SCHEDULE 80 PVC PIPE. SCHEDULE 40 IN UNIMPROVED AREAS AND SCHEDULE 80 PVC PIPE UNDER IMPROVED AREAS. g 13. PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY. 14. FIRE HYDRANTS SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAIL FOR FIRE HYDRANTS, LATEST REVISION. 15. ALL WATERMAINS 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36 INCHES BELOW FINISH GRADE. ALL WATERMAIN 12 INCHES AND LARGER SHALL BE AT A MINIMUM OF 48 INCHES BELOW FINISH GRADE. WHERE UTILITY CONFLICTS OCCUR, WATERMAINS ARE TO BE LOWERED TO CLEAR. g 16. ALL WATERMAINS 6 INCHES AND LARGER IN DIAMETER SHALL BE CLEANED WITH PIPE CLEANING PIGS" PRIOR TO - DISINFECTION. THE "POLY PIGS" SHALL BE GIRARD INDUSTRIES AQUA SWAB -AS OR APPROVED EQUAL, 2 LB/ CU. FT. DENSITY FOAM IWTH 90A DUROMETER URETHANE RUBBER COATING ON THE REAR OF RIG'ONLY. 17. 'PIGS° SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE CONTRACTOR WILL PERFORM THE CLEANING OPERATION. a 1 CIVIL CONSTRUCTION PERMIT --JOIN 03/12/211 JSF 'I 2 CIVIL CONSTRUCTION PERMIT RESUBM17AL TJP 09/03/211 JSF 3 Call 811 CIVIL CONSTRUCTION PERMIT RMUBMITTAL Tip 12/14/21 JSF • f business d ssd ays Bbefore beyou dlg c N0. REVISION BY DATE APPR AS NOTED RIZCN'�L. HAD I'°°n°°, DATUM IF NOT ONE INCH lcpff 36015th Avenue, Suite 1600 Seattle, WA 98101 206.622.5611 www.kpff.com = CITY OF ' FENTON viav Planning/Building/Public Works Dept. S-417814 W-417814 R-417890 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING msippo 04/07/2022 SOLERA 2842 NE SUNSET BLVD RENTON, WA 98056 WATER UTILITY NOTES AND SPECIFICATIONS 141 OWNING NO C6.30 0 1 943 O N O O O , N Z O M O O 0 0 N Q J LM M M O O O I _W NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. DO Hit I C) Q W f— MQ LL LU J 0 v! 00 NET INNH. N I WATERPUNGENERALk0MS SfaMaMPYn IRc3Tb 1. ALL WORK AND M nMALLSHALL BE IN ACCORDANCE WUHTHE UTEn EDMN OFTHECNYOFREWON PUBLIC WORMS STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS AND WSOOT/ APWA STANDARD SPECIFICATIONS, LATEST ROTOR AS AMENDED BY THE CFO OF RENTON. ASUOFCJIV APPROVED PUNSSHALLBE KEPTATTHEIOB 511E WHENEYERCdISIRUCIMN ISINPROMESS. APRE{ONSIRUCTION CONFERENCE SHALL BE HELD PRIOR TO ME STARTOF MO UU1 .ME CORIWYTOR AND OR DEVELOPER SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS PRIOR TO MO UCIICN. 2. ALL EXISTING UTIUNES SHALL REMAIN IN SERVICE DURING CONSTRUCTION UNIFSSOTHERW6E NOTED. THECONIMCTOR SHALL CALL I -BC 5555 TO VERIFY UTILITY LOCATIONS BEFORE BEGINNING EXCAVATION. 3. ALL MATERIALS USED TOR ME CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS SHALL BE NEW AND UNDAMAGED, AND 'CATALOG CUTS' FOR ALL MATERIALS SHALL BE APPROVED IN Min AGE BY ME CITY OF REMAN PRgR TO BRINGING ANY MATERIALS ON SITE. 4, ALL WATER MAIN PIPE MHTERMLS SHALL BE OEM ENT LINED DUCTILE IRON PIPE THICKNESS CUSS 52 PER AWWA C 151 AND 304. PIPE JOINTS SHALL BE PUSHONOR MECHAN HALL JOINT. CAST IRON OR DUCTILE IRON PIPE FITTINGS SIULL BE CLASS 250 AS PER ANSI/AAHM C110/421.10d2. ALL DUI IRON PIPE AND FITNNGS SHALL BE WRAPPED WITH &MIL BLACK, TUBE -TOPE, POLYETHYLENE PIASTIC PER A W W A CHIS STANDARDS. 5. MINIMUM COVER FROM TOP OF WATER PAN N$ TO FINISHED GRADE SHALL BE 36INCHE5 FOR PIPE DAMETER OF 361NCH OR IF.SES AND411 INCHES FOR PIPE DIAMETEROF IT INCH AND URGER. MAXIMUM COVER MRALLWATER MUNSSNALLBECOINCHES ANY DEVOTIONS MUST BE APPROVED BY THE CRY OF RENTON PRIOR TOCONSTRUCTION. WXERE MUIYCbINCI$OCCUX, TIE PROFILE OF THE WATER MAIN SHALL BE ADJUSTED AS NECESSARY TO CLEAR CONFUCTUND TO FROMOE MINIMUM COVER. PIPE DEFLECTION SHALL NOT EXCEED ONELIHI PIPE MANUFACTURER'SSPECIFICAPON PORSUEOF PIPE USED. ALLTRENCH RAIXFILL SHALL BE COMPACTED TO 95 PERCENT MAXIMUM DRY DENS" AS OflERMINEO BY ME MODIFIED PR0.TOR TEST METHOD (ADD) IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PRISM AND DRIVEWAYS AND 85 PERCENT KIND IN UNPAVED AREAS. ALL PIPE ZONE COMPACTIONSHAILBE55 MDD. S. CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNED, INSTALUMAND POURED IN PUCE INACCOROANCE WITX CmOF RENTON STANDARD DETAILS AND SPEUFENUMONS AND SHALL BE INSTALLEDATALLVER LMDHOR20MNBENMF"MS AND BAREOF HYOMMS. MEGA LUGS TOR SIMILAR PRODUCT) MAYBE REQUIRED MAU MECHANK'AL JOIN6 IN MOTION TO CONCRETE BLOCKING. 7. ALL NEW WATER MAIN PIPES AND MORRIS SHALL HAVE A FOAM PIPE PIG RUN THROUGH THEM PRIOR TO BEING FUSHEO, DISINFERED,ANDTESIET CLEANING, PRESSURE AND PURIFY TESTING SHALL BE DONE IN ME PRESENCE OF AND UNDER ME SUPEWISIONOFACMOFREMONUIILNYINSPER R. THE CONFRARORSHALLSUPPLY, INSEALLANO REMOVEFLUGS, CORPoRAPON STOPS,BLOW-0FF ASSEMBUES, AND THRUST RE TRAIM/BLOCKING FOR TESTING AND PUMIYACCEPTANCE. NO CONNECTION SHALL BE MADE BETWEEN ME NEW MAIN OR BETWEENTHE NEW WET -TAP VALVEMAREMSONG MAIN UNTIL THENEWPIPING HAS BEEN HONEST! -PIGGED, DISINFECTED, FLUSHED,ANDPASSEDBOTHPRE6 MMDPURRYTESTING. 8. NEW WATER MAINS INCLUDING SERVICE UTERALSSHALLBETESTED ATASTATIC PR6WRECF ISO PSI ABOVE WORKING PRESSURE WITH A MINIMUM OF 225 PSI TEST PRESSURE FOR 120 MINUTES WNH AMAXIMUM OF 5 PSI PRESSURE DROP DURING TIE ENTIRE TEST PERIOD. UPON SATISFACTORY COMPLETION OF THE PRESSURETEST, TIE UNESHAMBE DISINFECTED, FLUSHED, AND THEN WATER SAMPLES SHALL BETAKEN FOR PURITY TESTING ROME PUBLIC WORKS INSPECTOR. 9. TIE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON WATER UTILITY AND MAINTENANCE CEPARTMENRAT INST 30 WORKING DAYS PRIOR TO MEANING CONNECTIONS TOME EXISTING WATER SYSTEM. ME CONTIIAROR SHALL INFOSE ME EXIMNG WATER MAIN AND FTTINGS AT THE CONNECTION POINT BEFORE ORDERING THE NECESSARY ADAPTORS AND FITTINGS REQUIRED FOR TNEFINALCONNECTION. WE CONTRACTOR SHALL EXCAVATE, REMOVE ALLSURFACE MATERORAND PROVIDESHOVINGAND ALL MATERIALS REQUIRED FOR THE CITY OF RENTON TO PERFORM THE CONNECTION TOME EXISTING WATER STEM. ME CONTRACTOR SHALL PROVIDE AND INSTALL BACKFILL, CONCRETE BLOCKING, AND COMPETE SURFACE RESTCPATION. PUBLIC VISI'0. PLAN - 300.0 DEPARTMEAT WATER FLAN GENERAL NOTES MAHCx zD10 TESTING CONNECTION E LNG WA RMAIN POI STATION PER STD PUN M6 (I)WnI LCROSS(MMFO (1) BLIND FLANG E ON TOP MEN 2- TAP AN 0 2- PLUG (I) BLIND NG 2 WIPLUG OMIQWTH - TAP AN IF OMY BLOWAFFASSEMBLY ® ffH IEMTFOMEYTHRUST BLOCKING �B ��� ��/ O NEW DI WATER MAIN TEMPORARYBLOCKING CONNECTIONTO EXISTING MNH (BY CITY FORCES) pITEE 1FLLFLl 12) DI SPQD6 I2150NO SIEEVESIMI'0 R COUPUNGADHPTFRS IROMACSm OR FQUALI (3) GATE VALVES(FLMV) PI PLUG(MU Win 2' TAP AND TEMPORARY 8U)V FASSEMBLY BOTH. f f H CONCRETE TH RUST BLOCKING PER M PLAN 330.1 FINALCONNEC ION UPON COMPLETION OF POLYPMGING, HYDROSTATIC TESTING, AND DISIN FERMN, REMOVE TEMPORARY THRUST BLOCKING ANO TEMPORARY BLOWdFFASSEMBUES FINAL CONNECTION (HE CRY FORCES) ® p)DISPOOS p)DISIEEVE(MI) O NEW OI WATER MAIN vux.3m.3 gj Puauc woalcs CONNECTION TO WATER MAIN ®STD. It DEPAUMEW CUT -IN TEE AND THREE VALVES CITY OF RENTON WATER PLAN GENERAL NOTE Si11 CONNECTION TO WATER MAIN CUT IN —LINE TEE & 3 VALVES NTS - - v FOR BUILDING WALL SERVICE / �\ TO BUILDING !MMUER 1'TO S' F�WRED 0 d h I-' 3 �. G Q NOTES: H' 1. THE DCVA MUST BE NOTED ON ME LATEST VERSION OF 'M FWW ASSEMBLIES APPROVED FOR INSTALLATION IN WASHINGTON 9' STATE', PUBLISHED BY THE STATE OF WASHINGTON DEPARTMENT OF HEAUM t3 2. THE DNA MUST BE TESTED BYAWMHINGFON STATE CMIIFIED BAO510W ASSEMBLYTESIER UPON INSTALLATION AND ANNIMLLY THEREARER. ASSEMBLY TO BE MNNTNNED BY PROPERTY OMER ACOPY OF ME TEST REPORT SMALL BE SENTM THE aw OF KENTON WATER UTLItY CR0E5 CONNECTION CONTROL SPECWJST, FAR 42H36TGl, EIMIL MHMTE@RENMNWAGOV. 3. TEE AND GATE VALVE REQUIRED ON MMN. Ce A. PROTECT AGAINST FREEZING OR DMMGE. USE HEAT -TAPE IF AREA IS SURER TO FREEZING. S. DNA INSTALLATIONS THAT DIFFER FROM TIE FORWARD PUN MUSTBE APPROVED BY ME CITY OF RENTON WATER URIMAND WILL BE REVIEWED ON A CAS&BYLSE BASIS TO ENSURE THEY MEET CURRENT MINIMUM REQUIREMENTS MR INSTALLATION AND FREEZE PROTECTION. g 6. EACH VALVE SHALL BE MARKED WON MODEL NUMBER AND DESIGNATION OF R6WENTSUT, SUCH AS-WOR"IN, WHICH MUST BE CAST, MOLDED, OR AFFIXED ONTO ME Wm OR WNNU OF THE VALVE. ALL FERRWFBOpLU VALVE3SHALL BE CWTED BIRTH A MINIMUM OF MI6 DONE W EQUIVALENT MLYMERUD COATING. / 7. INTERIOR WATER APPURTENANCES MUST CONFIRM TO UPC REQUIREMENTS. MATERIALS ODOUBLE CHECK UNE-SIZED WASHINGTON STATEAPPROVEDDWA,INCLUD6 TWO (2) RESMEMiEATED SHUT4KF VALVES VALW=EMBLY AND MR(4) RESILIEM3UTEDIFST{oOS, BRASS PLUGS INSTAIIED ON TFn-COCKS O0 PMESUPWRT ADJUSTABLE PIPE SEDDIESUPPORT. GMNNELL FIG 264 OR EQUAL WITH BAY BOLTED TO FLOOR N OC ADAPTER RESTRAINED FLANGE ADAPTER, EBA4 IRON SERIES 22M MEWFUNGE OR EQUAL O WATER MAIN CUSS 52 M PIPE PEKFLOR FI#U OE BEND EARN BEND (FIAHL OR FLWJ WITH RESRWNEOJOINS) OF PIPE PENEIMTOI SEAL PIPE PENETRATION WITH WATER-TGHT GROUT aO BLOCKING CONCRETE THRUST BLOCKING PER STD PLAN 3311 PUBLIC WORD ;„ TO 10" DCVAOWNED STD. PLAN-350.2 t 1 DEPARTMENT INTERIORINSTALLATION DOMESTIC AND IRRIGATION SERVICES N.A. I CIVIL CONSTRUCTION PERMIT JON 103/12/21 JSr - sl INTERIOR �E�E R♦♦� EEC3 VERNON, AND igm CIVIL CONSTRUCIVIL CTION PERMT RMUBM TTAL UP OZ/104/2 JSF Z� SAS NOTED 1dE "'O 1B8iA1B°' DOUBLE CHECKTJP,MBR VALVE ASSEMBLY INSTALLATIONE INCH N(I'Uca11811 H3A,CEPLwabusinessdays DnruM CIS NTS — before youdlg crc@MNP ox�P NO. REVISION BY DATE APPR A^RIMr PLAN PROFILE MATERIALS O PWGWGP WIN LINE PLUGORCAPWITH NTAPIFIPTI OB PIPE PCLOSE NIPPLE © BEND r9T HUNG BEND IFIPhFIPT O PIPE 2' NNTS OR BRONZE NIPPLE, UNGTN EO FIT 2'GATT VALVE (IT PTVNFB WITH SQUARE OPERATING NUr AND VALVE OPERATING NUT EXTENSION AS O WIFVALVE REQUIRED PER SM PLAN 330.1 OF VALWWXANDLID VALVE BOX AND LID PER SM PUN ARTS CONCRETE DEAD MAN BLOCKING WITH ENFORCE RODS TO CAP, BLOCK SHALL BE POURED AGAINST O BLOCKING UNDISTURBED EARTH, SIZE OF BLOCK TO BE DETERMINED BASED ON TEST PRESSURE OF WATER UNE AND SOMONARARERISTCS nD.vux-3w.x PUBLIC WORKS ® 2" BLOW -OFF ASSEMBLY J.fJ. DEPARTMENT (TEMPORARY) ^.F BB lcpff 16015th Avenue, Suite 1600 Seattle, WA 98101 205.622.M22 wwwApff.com CITY OF ' FENTON Planning/Building/Public Works Dept. S-417815 W-417815 R-417891 IN COMPLIANCE WITH CITY OF RENTON STANDARDS msippo 04/07/2022 %% WATER UTILITY agafour 04/07/2022 EAR SOLERA 2842 NE SUNSET BLVD RENTON, WA 98056 WATER AND SEWER DETAILS C6.31 91 143 O N 0 O 1 N A CM M M O O O Do MT LL N1 NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. DO INANE v C) LU I- Q W J O U) 00 IAN Ef­ Nt INNER. N I OD 's O° 4a I_ WIPER 4" �rr MANUFACTURER'S 3 RECOMMENUTON w 3 1- MIN OA p o r 1' i MIH I G 1- Al © MAIN OI �• F •.. H NOTES: 1. FIRE HYDMNTTO BE PMMDWFRITWOCOATSOFSAFETYYELLOW SEEM ACRYIILGLOSS OR DUMFLPNM. 2. MMPERNO FTOFACEROADWAYMMURECTEDBYRRFA. 3. AMINIMUM BE RADIUS UNOBSTRUCTED WORKING AREA SHALL BE PROVIDED AROUND ME OUTSIDE OF THE HYDRANT MRTERRLLS COMPRESSION TYPE HYDRANT(SEE APPROVED IMTFRMLS USTI WITH 6• MI INLET WRH LUGS, 5H' MVO, O HYDRANT lY' PENTAGON OPEMTW Na,,TWO (2)2Y,'HSTHIM NOZZLES, AND 4.875' SST PUMPER NOZZLE FAUIPPEO WITN 5' STOR3 MINISTER AN01/8" SOUTH USE REEL CMUL WITH EXTENSION IF NECESSARY. OB TR MAIN LINE ME WITH 6' FLANGE SIDE ORDERED © VALVE 6"GATEVALVE(FLYN) O VALVE BOX VALVE BOX AND US PER STD PLAN 330.7 OE PIPE CUMSUDI,LENGTNTOM OF JOINT RESTRAINT MECHANIULIOINT RESTRAINT OR(2)3/Y'CORMN PEEL RE RODS FOR DISTRNCES FIVER ONE PIPE LENGTH OG GRAVEL 1WWASHEDMAof MINIMUM V ABOVE BOOT RANGE WITH B-MIL POLYETHYLENE SXEERNG AROUND MR AND N Des CAPE OH CONCRETE BLOCK MINIMUM I6OWPA" CONCRETE BLOCKS UNDER FIRE HYDRAMAND DATE VALVE OI BLOCKING CONCRETE BLOCKING PER PD PUN 330.1 4WW CONCRETE AREAS BLOCK ARGON D FIRE HYDRANT WITH EXPANSION IOIM AT BACK DF SIDEWALK, Ol SHUR REEL FINISH Is MATCH SICfW"ALL CONCRETE SHALL BE MINIMUM 3,000 P51 AND SHALL BE MECHANICALLY MIXED -JOB ME MIXING, WAND -MIXED CONCRETE, AND MOBILE CONCRETE AGREES ME NEED ALLOWED. O PAVEMEMMARUR BLUERFFIECTIVF PAVEMEMMARKER PERM PEW 310.3 STD. PUN .320.1 %Rl PUBLIC ME ° DEPARTMENT DEPARTME FIRE HYDRANT ASSEMBLY FIRE HYDRANT ASSEMBLY 5 TUTS - Dm,siBn EnvelocelD 3458611D.9191`4P2D.M59-7C192DSB1flP] MANHOLE FRAME AND COVER 6' SEE SEE PLAN 401 - 1@" MAX 24 ADJUSTMENT RINGS AND MopJ $'So rT SEED NOTE pTE 3 O FIGGI THE dt AMA%IMIIM'leiF. j BELOW E COVER IIIL.. CONE (ECCENTRIC) SHALL BE PNCLUOEO�E� STEP$ 5 MN .A. RUBBER WSKETED JOINTS SEE NOTE 5 L 12(TEED) T_ GENE RSOUIRED LAODEF-PGLYPROPELENE IF BE ATTACHED TO MANHOLE MAX PIPE SHELF AND EC CHANGE- SHALL BE 3000 PSI CONCRETE PREL T ASE BEECS10y OR cgSTW YILN el LOmPALr SUBLPA05 wLJJ �ry CRUSHEDROMD410N_,X1 NOT TO SCALE MA'EWAL SUITABLE i0 SUPPORT STRUCTURE kus RTESH LE ID BE IN PLACE F RFORE RCED PRE CASTHons ARE HNIN CONFORMANCE 'AADJUSTM NT Of Ts TO BE O wRADE S L BST CONCRETE IN 10rvF0RE TOO V RUNS 'ADJUSTMENT OF TIE CASHNOTO GRADE SHALL 9E PER srD PUN 106 THE usE DF sn Ms s PREGISTER Is s MANHOLES SHALL E INTERIOR SURFACES INCLUDING CHANNELING, c DR C (SEALED) uR w s E G s E DCOAT uU OR APPROVED D O COATING s BEw E 5 RUBBER CACHEP CONFORMANCE s c 9q 6 CHANNEL W H 0 E INSIDE DIAMETER C HE LARGESTE 8 IN UNIMPROVED AREAS, MNS TO MANHILE ANHOLES SHALL s EXTEND LL BE MADE HALL, 4 0 BOOTSEI DR - OF UAL d HAVE GRADE z DE CONCRETE RING 1PO RED AHOUND THE COVER N PAVED AREAS. CURED M SLOPE D H PAVING 9 MANHOLES OVER 20 DEEP SHALL BE n MINIMUM 0E 60M N DIAMETER sTDY vux-4W.1 PUBLIC WORKS STANDARD SANITARY MANHOLE 26/202 DEPARTMENT Martin PaSW C113 = COMB,w., '..48" 54" ME M11 6" MW. 5'M1N 29' IN 21" ID _69' 56" 8" MIN 55" MIN 29" MIN 14" 10 ' 60" MH 60" B" MIN 6" MIN 9T" MIN ]0" 1D SANITARY SEWER STANDARD MANHOL 113/a°°AND 22 % °BENDS vNEcuxvaxD Ax[HORROD L -:1 �A 45°BEND PIPE CDUIPAHO AXCXp1 ROD 7 HE T l °0•AN:IICR ROp gNAEEFR rvm6s: 1. CONCRETE BLIXNING SIx6 BASED ON 2W P51 HYDROSTATIC PRESSURE AND 3,WDPSI CONmETE 2. ALL CONCRETE3MLL BE MECHANICALLY MIXED. JOB SIIE MLUNG, HANDMIMFDCONCREEF, LAID MOBIIE(YINGETE MI%F0.5ARENM ALLOWED. 3. PIPE CIAMPSANp ANCHOR ROp55XP1LBE INSTALLED PERSTO PLAN 330A. 0. FITNNGSSMLL BE POLYWMPPm AFTER INSTALLATION OFRPECLAMPS AND ANCHOR ROM PRIOR TO POURING CONCRETE BIDWHG. 5. WATER MAIN SHALL NOT BE PRESWRQEO UMILALLTRFNCHING WRHIN100'OFVFRIIGLBFND I5 R4CNFlIIEOANDCOMPACIEOTO MINIMUM 3' COVER, 6. CONCRETE BLIXNING SHALL BE LEFT OPEN OR SHEETED MR MINIMUM 24 HOURS PD. PUN -33D.x • PNeuc woNKs CONCRETE BLOCKING °' DEPARTMENT FOR VERTICAL FITTINGS MINIMUM DIMENSIONS POP' BEND VOLUME ff) A p" L 1aY.' a zo• y" 1s' %• ss 2r �° 2A' 6' 11ii' 11 23' 2A' ]3 xs 2.9' s• EX r e" 11if' 16 25' 2A' 22 ye' 6] i6' Is' 223 S.p' 12^ ]li5' 3x 3.x' N' 2A' zzB• u 4.s• 3.D' 43' 233 fi.1' $5' H• a as• 4Te T.9• 10^ 11$' 91 4.5' lu^ 3.0' 22 Y( 223 6.1' ADS R• 60 B2' ]Ijj' 1xB 5.G' 1$' 3S' x4" 22 33X fi.B' N• 45' B2D 9.6' CONCRETE BLOCKING FOR VERTICAL BENDS 6 TUTS - 112: I CNIL CONSTRUCTION PERMIT 2 CIVIL CONSTRUCTION PERMIT RESURMITTAL 3 CNIL CONSTRUCTION PERMIT RESURMITTAL Call 811 7 Fabefore twabusinessdays you dlg N0. REVISION NEW BY DATE APPR ATIF AT ONE INCH MERGE �c�LY AS NOTED Rs`"°"I'w'E. """'s°REGULAR DATUM WgBTEWATER U1R.m' BTMIOMO NOlEB 1 ALL WOMPNO MATENN SXNL BE IN CONFORMANCE WITH THE 31µpM06µDSPECIFIUTION OFFER CITY OF RENTON PUBLIC WORKS DEPARTMENT AND TIE lATE3TEDITIOX OF THE WSCOTPPNq STANDARDS AND SPECIFICATIONS, A9 APPROV ED AND MODIFIED BY THE CITY OF RENTON STANDARD P V W 3 8 SPECIFICATIONS A SET OF APPROVED P W IS 9XNL BE KEPT ON SITE AT All TIMES DU RING CUSiRUCTION 2 DATUM Fqy VEMICPL CONTROL MATTER NORTH µERIGNVEfliICAL DATUM 1988 HORIZONTAL COMRLI SMALL 9E NORTH M1E0.Cµ DATUM 1993,1991 UNL ESS OTXERW sE APPROVED BY THE CITY BENCXMµK3 AND Mp1UMEN5 SHALL BE REFERENCED ON TIE MP0.0VE0 PLANS 3 APRE CONSTRUCTION CONFERENCE AND A26NOVR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION rt SXNL BETXE CONTPACLd150.E5PDXs B L ryT0 sECUREPll NECEbSVtY PERK i3, INCLUDING STREET USE PERMITS PRIOR iOSTARTING CONSTRUCTION INSPECTION WILL BE ACCOMPLISHED BYANEPNE9EHTA➢VE OF THE CITY. IT SHALL ARMS CONTpACTORSRE5PW6131LOYT0 NO➢FEE TIIE PUBLIC WORKS INSPECTOR 29 HOURS IN ADVANCE OF BACRFILLING ALL CONSTRUCTION 4 THE HOURS 0F W0RI(INTIE siREETRIGM-0FWAY SFWLBE PER CITY SPECIFICATIONS ON WEEKDAYS PROVED TPFl wEC CONOL ROM MUST BE OBTAINED PRIOR GT TO BEGINNING BE WORN WITHIN THE PUBLIC RIGXi-0E-WgV CONTRACTOR Is SOLELY RESPONSIBLE FEES THE MEµs. METHODS AND SEQUENCES BE CONSTRUCTION AND FOR THE BARELY OF woflKEfls AND OTHERS ON THE coxsTflucnoN LATE IN AcwROAxcE'MW Laca.. STATE AN O FEDE WL REDO IREMENTs. ALL LOCATIONS OF ELsiING JET LINKS SHOWN µEAPPROXIMATE µDITbXALL BE WECONTRACTOR 'S RESPONSIBILITY TO VERIFY THE TRUE µD CORRECT LOCATION 50 AS TO AVOID DIIMGE OR DRNfl&W CE TIE CONTRACTOR SHALL COMPLY WITH THE REOVI0.EMENB OF ROM 19122 AOIGiILKET yMLLBE OBTAINED AMINIMUM OF TWO BUSINESS DAYS P0.0R TO bTµ➢TUG µY EXCAVATION TIE LONTMCTpY 514LLL HAVE ALAPV OF THE DIG TICKETON SITE AT A1LT MEb BACKFILL sXLLL BE RACED EOVALLYCN BOTH SIDES 0F THE PIPE IN LAVERS W TI ALGOSE AVERAGE DEPTH OF 12LINCNES, MAgMVM pEPM 1B-INCHES, THOROUGHLY COMPACTING EACH LIVER TONS PERCENT OF MAXIMUM DENSITY THESE COMPACTED LAYERS HUSH EXTEND FO0. ONE PIPE DIAMETER ON UCLA sIDE OF THE PIPE ONTO FINE 61LE OFTXE TRENCH IMTERALb TC COMPLETE THE FILL OVER THE PPE bHAll BE EQUIVALENT TORANK RUN GRAVEL FOR TRENCH BAUF LL I9U1181. B SANITARY SEWER PIPE SHALL BE PoLYNNYL LHLOR DEIWCI gUEBERFUNLESS ON A UUSNETEDµIM OMEET , 3qY 33. C%NC9p30R OVLTLF 0.0X CLASS SO, UNLESS OTHERWISE APPROVED BY THE Clry 9 SANITARY µ5E �0.PPE4514LLL HOT BE LOCATED V�DERµV3TXUC1V11E HALL BUILDING �F�VN�TMOANiETC) BUILDING F W NDAi ON ETC) IT 9X01L BE DESIGNED B V A PROFESS ONAL ENGINEER LICENSED IN TIE fiTAIE OF WASH NGTOH IN ACCORDANCE WRX STµpORD DETAlL412 ID. OPEN -CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED 0.OApNAYS SHALL BE BACKFILLED WITH CRUSHED SVNFgCINGAGGREGATE IWSDOT SPECIFICATION PW BISIµDMECHIWILALLV COMPACTED UNLESS OTHERWISE APPROVED BY THE CITY 9 ALL PIPE µDAPPIIRTEWUVCEs 3NNL BE LAID CHAPROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATION OF FINE CITY AND THE lAlEbi EDITION OF THE WSWTIAPWA STANDARDS AND SPECIFICATION AS AW0.0VFDµ0 MODIFIED By TIE CITY IN THE RENTON biµDµD PLANS 6 SPECIFICATIONS TIIb SHALL INCLUDE NECESSARY LEVELING OF TIE TRENCH BOIIOM OR THE TOP OF THE FOUNDATION KWRRIu TDqUNIFORM cMDE SO THAT WE ENTIRE uxcTX of THE PIPE WILL BE suvPaflrED UNIFORMLY pEXSE. UNYIELDING BASE PIPE R600WG SHUL BE IX ACCdiDAVCE vnW srWwaD PLOP 46 12 ALL DISTURBED µFRS SHALL BE SEEDED µD MULCHED OROWERWI3E STABILIZED TO THE SATISFACTION OF TIE CITY FOR THE PREVENTION OF ONSITE EflO510NBDTH DEEMING COXSTRUCTONµOAFTERME COMPLETION OF CONSTRVLTIDN INACCFMpANCE WITH TIE CURRENT SURFACE WATER DESIGN NANUAI I THE COXiIUCTOq sMKL PROVIDE TIE CITY OF RENTON WITH ARECORD DMYrING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN SLASHED USED SIGNED SYALICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SVRVEYOR PLB.Ic woRKs WASTEWATER UTILITY 5,7&PUN.413 DLEAR 1 •n ENr STANDARD NOTES Marlin PastuchaDa6/z m lcpff I6015th Avenue, Suite 1600 Seattle, WA98301 206.622.5822 vvww.kpTE.%:am ALL CITY OF ' RENTON Planning/Building/Public Works Dept. A" S-417816 W-417816 R-417892 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Ef­ Ef­ DEVELOPMENT ENGINEERING WASTEWATER UTILITY msippo 04/07/2022 � JStawell 04/04/2022 '� WATER UTILITY � agafour 04/07/2022 ' SOLERA 2842 NE SUNSET BLEED °°®°"' RENTON, WA 98056 �C6.32 WATER AND SEWER DETAILS xFLT1 92 a3 0 N N 00 to O co 0 O 0 N Q J M M M O O 0 111 NW 1/4 OF THE NW 1/4 ANDETHE714E:4=/4sFORFGT+4EU7NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. 00 All I O V Q W F_ Q LU J O Cn 00 HIT CI a i 00 N Alt N I EXCITED EST S. II ' OPEN PIPE CHANNEL PRECAST SADDLE I ' MANHOLE SECTION ,..., .. C (I (xH Bre"aLOG16 ,ECONCRETANY. UNDER PRE CAST SADD .�L SIL) MAx O¢ SEED Ox (MINIMUM) 1 Ye aEPna .t TOM SAW GREATER FARES ___Jj PRECAST SADDLE MANI F TYSON BUILD THE EL RTT 'i. DlePEe SLOPE ELTsOR 2% EyIsTNG PoER(PASS POE ON`h SHELF AND CHANNEL QUITE N PPE BE ]ODD Psi GONGeere A AREAS -H t _ I CAST -IN -PLACE CONCRETE `COMPACTED sdecaA'o MUCH BY BASE POURED 4 UNDER CRUSHED ROCK OROTONAL CLAUDE MAIN D THICKTAMINIMUM OF STRUCTUREFOUNDATION MUM SVPesY NO-_S. EXISTING PARE PT OF sH ELPRECAST MANHOLE UNIT SHALL BEAR ON THE L R EXISTING PPE 3 CAST -IN -PLACE CK SHALL BE RIDGE PSI COMMERCIAL CONCRETE a PRECAST MANTHOLEBASUGIURA SHALL BE INSTALLED IN ACCOR04NCE EACH THE STANDARD PLAN FOR THE SPECIFIED MANHOLE 917F AND TYPE t PRECAST MANHOLE SECTIONS BEALL FARE -HE INTERIOR a(SCALED) WTI' RT ' A SOLOS URETHANE OR SMALL I PATH 6 THE PRECAST AxrvC E RULES SHALL SIT ON (1) 4 AT xEARED e'IHILA 1[D 1 S) SLID CONCRETE BLOCS PLACHU ON COSMETICS& SGAI TPIPE (P PIPE Oxv) SELL BE REMOVED MILE mE BDTmu SHALL REMAIN AS mE CHANNEL OF THE NEW MANHOLE 8 �HG CAUST-N-PLAACE MAMMALS SHALL NO BE INSTALLED OVER A BELL OLSTEN OR JOINT 01 THE SCALE 'AIN �HU MINIMUM PCIAN(t FROM THE NJTSDF *All IT Tl� 'PATCH AND A FEEL SECTOR OR JOINT SHALL 9' 2 ®..B l.MAN-AIIn.6 m, vu PARWORKS HCAUSSADDLE MANHOLE DfvARTmLNT WITH CAST -IN -PLACE BASE Martin MAND 19az6/mz[ NTS MEFERED MKFLOW ASSEMBLY P(I BE OBTAINED FROM Cm'I (1)2K-CONTROL VALVE (1)CONSIRL nMMERR (1) RPM HYORAM ON EXISTING WATER MAIN I1/ V' SUPPLYHOSE RMPOMR BLOW-0FFASSEMBLV / hl2' WLVANREDPIPF (1)2-EXT FND 1) 2' GATE VALVE 4MM�'MRY NEWDIWARPMAIN y PoLYPIGj%�i%I�BLOIXING POLYPIG STATION (1) VER➢CAL CROSS IMXFy, SITE TO MATCH WATER MAIN (1) BLIND FLANGE WITH T TI➢ ON TOP OF CROSS 11) RMMR BLD FFASSEMBLY (1) PER NO FLANGE ON BOROM OF CROSS (1) PLUG IMH ON END OF CROSS WFNI TEMMUD THRUST BLOCKING rvmES: 1. THE BACKFLOAW PREVENTION ASSEMBLY AND SUPPLY HOSE MUST BE DISCONNECIEII DURINGHYDWSTATICPRfSSURETESTINGOFTHE NEW WATERMENN. 2. PMYPIG AND ALL DEBRIS SHALL BE REMOVED FROM SUMP OF MnM CROSS VW SMIRARY METHOD PRIOR TO DISINFECTION OF NEW WATER NOUN. 3. UPON REMOVAL OF PCHPIG, REMOVE TEMPORARY BIdYAFF ASSEMBLY AND INSTALL TPWG. A THE NEW WATER MNXSHALL BE CONNECTED TO THE OUSTING SYSTEM ONLY AFTER NEW WATER MAN IS FIXYPIGGED, DLSINFECIED Al SATISFACTORY BARERHIL W ICAL SAMPLE ROULM ARE OBTAINED. 5. THE IXRRIORS OF AM I PES AND FITTINGS TO BE USED IN FINAL CONNECTION MUST BE SWABBED OR SPMYED WITH A SHIM, AVAILABLE CHLORINEWLUTION. STO. PUN -300.2 PUBLIC WORM OEPAUMEM POLYPIGGING NEW WATER MAINS 10 POLY PIG STATION Call 811 2 • two business days before you dlg N0. RENTO SEWER COVER & FRAME PLAN VIEW _ _ I COVER SECTION VIEW COVER BOTTOM VIEW LAl zaE Y3T9.NK RSA a MI IA RBI uwswR BOLTING DETAIL E WOO _ _ lam* pyy a J� )K PRBHP CUUECS- � I i � Go�Bl II GASKET GROOVE DETAIL K6E l FRAME aCTfOM# ET9 rl. ALL I€FBVFF@ ISPIDIM OF LamNIIRR LD FROM EWBT BORROW UPm MUM PILL Ng 29183A GEN MIAL "F EP'H)�R 'dt,OTF iF�EG TFS lWEATER'. I STE. PUN - SEE �P PUBLIC WORKS MANHOLE FRAME AND COVER DEPARTMENT PGAZ 9/11/2019 1 1:12 P MANHOLE FRAME AND COVER 10 NTS - CNIL CONSTRUCTION PERMIT CIVIL CONSTRUCTION PERMIT RESUBM17AL REVISION BY I DATE I ARTIER AS NOTED REPNDAILE ""o9°°/ini DATUM AM A IF NAT ONE INCH TESTING CONNECTION PDLVPIG STATION RRSIG PLAIN 3CQ6 (I) VERTICAL CROSS(mul Ill BUID FLANGE ON TOP WITH T"TV AND TH PLUG (1) BLIND FLANGE ON BOROM WTTEMPORARARYTHROWASS1WNG "(MHPANOTEMPOPARYBLOV!-0FFASSEMBLV M*� NEWDIWATERMAIN ELANDNG RE GP.PW4 TEMPORARYBLOCNING OR DEAD END UN[ DO NOT DISTURB BLOCKING FINAL CONNECrION UPON COMPLETION OF MLMGGING, HYDROSTATICTESTING, AND DISINFECTION, REMOVE TEMFOPARY THRUST BLOCKING AND MMP RY BLOW OFF ASSEMBLIES FINAL CONNECTION (BY Cm FORCES) (1)DI SPOOL (1) DI SLEEVE HNUH o xEw DIwATM max PUIN-300.0 PUBLIC WORKS CONNECTION TO WATER MAIN MWAAD ®SFO. DEPARTMENT EXISTING TEE OR END LINE CAP CONNECTION TO WATER MAIN EXISTSING TEE OR END LINE CAP NTS — lcpff 36015th Avenue, Suite 1600 Seattle,WA98101 306.632.5811 www.RPTf.com V CITY OF ' FENTON Planning/Building/Public Works Dept. S-417817 W-417817 R-417893 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING WASTEWATER UTILITY msippo 04/07/2022 JStowell 04/04/2022 O WATER UTILITY agafour 04/07/2022 01 AND SOLERA 2842 NE SUNSET BLVD BR K RENTON, WA 98056 �C6.33 WATER AND SEWER DETAILS 93AL43 Z LO O Oi O O O O N Q J M M M O O O Do rBl NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. GD v Q Q LW F— ,�LQ� I.L LU J O U) O NET INNHA N I 00 N T— I� N I y I 1 D.]"T 4 BLUE REFLECTIVE PAVEMENT MARKER, SFIMSONm MODELC080RECUAI, PLACED FROM ROADWAY CENTERU N E AS INDICATED BELOW r MARKER I 1 T I MARKER HIS I� I I FOUR LANE ROAD OFFSET MARKER rMARKER SI111 +L T I — ON SIDE OREM WHEREME RANT IS WITHIN 20' OF A MAJOR STREET, ISLE MARKER %ALL BE INSTALLED ON THAT MAJOR STREET AN I� I I FIVE LANE ROAD OFFSET MARKER PUBUCwoRKS FIRE HYDRANT ASSEMBLY DEPARTMENT PAVEMENT MARKER © O r ISO r p! pq �iTIIIII�YYI�'�� pp ��.�z�l�■��4\ INYY�ILi� _lam'_ �n�l•I4�IL�L�•r LM�•1�� O O ��a�lioilllA_II��I�II+IIII■II�_III�■o■I�a ac ON10 .. l�IIII- O F3 1, VALUES SHOULD NOT BE INSTALLED I N AREAS WITH WHIM TRAFFIC. 2. ALLINTFRIOR METALINCLUDING PIPE VALVFS,AND FITNNGSTO BE PAINTEDWITH TWO COATSOF EPDXYASAPPROVED BYTHE ENGINEER. USE TNEMECSERIE5135CHFMBUILD MODIFIED POLYAMIDEEPOEV. APRY PER MANUFACTURERS IN51RUCTO5. 3. VAULT AND MATCH MODELS ARE PROVIDED AS REFERENCE. SHOP DRAWINGS SHALL BE SUBMITTED TO ME CITY FOR APPROVAL. 4. MR3- AND COMES, USE 2" BYPASS MATERIALS AND FOR SO USE 3" BYPASS MATERIALS AS INDICATED BELOW. , RS , C INSTALLWATER METER RADIO & GATE" UNITS INACSFA XAREN PANELSWRN MINIMUM 6- SEPARATION. MATERIALS OMETER AMI WATER METER ISm5U5 OMNI WE IT INTERNALSTMINERI NINE IT RADIO AND BATTERY UNIT 2- GROSS NIPPLE (MIPTMAIPTI,6"IDNG,CONNFCEEDTOTFSTKWTOF COMPOUND METER 1" SULMORP(MIPTXFIPTL NERD FBIONXI OR EsUIU, FOR 3" METER O METERTFSTPpIT OR 1W BALLCORP(MI PTrtIPB, FORD F01]IO6,14L OR EQUAL FOR V AND V METERS 7U K' AMPRR IMIPTMANSTI ZK'CMRNM © ADMEM FuNGEOWUPUFWAOAmEq MEWF NGESFRIES2= OREOML OPIPE CLASS 5=DI PIPE(PERL) OE VALVE III GATE VALVE (HAVE) WHEN XANOWXEEL O PIPE SUPPCRR ADJUSTABLE PIPE SADDLE SUPPORT, GRINNELL FIG xW OR EQUAL WITH BASE BOLTED TO FLOOR OG SERVICE SADDLE (2)2'NPi LWDLESMEEH-0LAIR MODEL 3130R EQUAL OR (2) GI TEE IMIML) OH BYPASS VALVE (2) 3' BRASS GATE VALVE HPT)OR(2) 3- WE VALVE(FUEL)WEN 3- THRLWED IIPTI FLANGE OI BEND (2)2'WMNDOR(2)3'WMND OE BYPASS PIPE x' GALVANIZED PIPE EPOKY COATED,M3- GALVANIZED PIPE, EPDXY CRATED 2- MOMENT FlANGE&W VALVE RUdFIPO WITH PADLOCK WINGS, FOOD BF31-7]1W-NLON EQUAL OK BYPASSMETERVALVE OR 3N2' MERCER WENT T BRASS NIPPLE © BYPASS METER Z'AMI"ME METER WITH RADIO AND SECTION VINE, TO BE PROVIDED BY THE CITY OM METER FLANGE 2-METER FDWGERLxFIPTL FORD CEI OR EQUI T HOI REDUCER WHEN Z'BASS NIPPLE ON UNION Z'TWO-0ARTUNIpl Ofl 3'TWO-0ARTUNION OO TEE 2- TEE OR 3' TEE OPLANING 2-01C BUSHING OR 3-Idle BUSH NG WHEN 31V PLUG Oq WATERMAIN QASS 52 DI PIPE WITH R6TMINED HOME ® WALLFDWGE MI OWAN PI PE RESTRAINT WENT CONCRETE BLOCKING PER STD PUN 350.7 OS CONCRETEVAULT OLDCASRE PRECAST VAULT, MODEL NUMBERS PER TABLE BE LOW, OR EQUAL MINIMUM A- NOT FLOOR DMIN, SLOPE TO STORM GRAIN OR DAYUG XT TO DMI NAG E DEUI WHEN WIRE OT OMEN MESH RODENT SCREEN AT DRAIN WTLEG SEAL PITS PENETRATION WITH WATER -TIGHT GROUT O ACCESS MATCH TWO LOCKING HINGED ALUMINUM MOM, TRAFFIC -RATED, WITH SLIP- RESISTANT TREATMENT, MARKED WATER', LW PRODUCTS MODEL NUMBERS PERTABIE BELOW, OR FAUN. OV UDDER GALVANIZED STEEL LADDER SECURED TO VAULT PER WED PLAN 350.8 OW GRAVEL FOUNDATION GRAVEL PER WSCOF STANDARD WEOFIGMN5, 12' MINIMUM ALL DIRECTIONS VAULTRAUDELNUMBERS m ME VAULT BAREEPIECE CENTER PIECE pin ACCIESSHATICH PUBLIC WORKS 3", 4", AND 6" WATER METER DEPARTMENT HYDRANT MARKER LAYOUT 13 391 NTS - 4" & 6" COMPOUND DOMESTIC WATER METER ASSEMBLY NTS FINISHED GRADEIDNA 5"TO IB" 6'MIN II T y R " T MIN AS 1 DAMN 3 NOTES: 1. NRANDVACUUM RELEASEVALVEA EMBLYMUST BE INSFALLEDATTHE HIGHESTPdNTIN TIE WATER WIN. PRIME HIGH POINTFALLS IXALOCATONWHERETIEA55EMBLYGNNm BEINSTALLEQPWO DEADDRRENALDE OFMNNTOCR WTE EHMHPOINTATA MOUTON WNMEME ASSEMBLYOW BE INSTALLED. Z. DOI METER BOX OU6IDE OF MEEK AREAS, BEHIND THE CURB. F MATERWS g O CORPORATION STOP I- RALLCORAWOUTLET, P WITH WATAPERED (OCTICCT INLETANDCOPPER DEPEND FORD FB5M-MNL OR EQUAL OB SWINGANNT 1-BRASSWINGJOINT © PIPE v' TYPE -W SOFT COPPER TUBING O COUPLING VSFMIGHTCOUPLING IMIPT A PMKJOINO, FORD CBI-0I, MUELLER 111542& OR EQUAL 2 O GATE VALVE 1-BRONZEGATE VALVE,THREADED, REOWHEEVALVE NO. YQOHIO BPASNC 2500,OR EQUAL O UNION 1'WORKS UNION OG PIPE 1-MASS NIPPLE AN&VACLUM 1' AIR AND VACUUM RELEASE VALVE ASSEMBLY, AFCO W. 143C, VAL-MAIL NO.201{ OR OUSPIN CUR, '� OX RELEASEVALVE OR EQUAL g ASSEMBLY OI PIPE 1-GALVAMEMD IRON NIPPLE O BEND 1'91E'GALWAHZFDIRONBDID OK UNION 1- GALVNBZED IRON UNION © PIPE v' GALVANIZED IRON PITS, IENGTX TO FEE g M (1)rXl-OEM REDUCER SWIXGJOIM O (=)r W STREET ELLS HJ ON PIPE rGALVANIZED IRON PIPE LENGTH TO FIT, FIELD LOCATE OO BEND r MW ROOM BEND, OPEN PATTERN O STRAINER FBEEHIVE STAINER O METERINDUNDLID METER SEEK, WHEN METER BOX LID, ARMORCCSIAYM969RCIHT, TO READ M ® GRAVEL 11C'WASHFDGAVEL SITE. PUN .3a4a Pu&uc woRE 1"AIR AND VACUUM RELEASE ,C- DEPARTMENT VALVE ASSEMBLY I CIVIL CONSTRUCTION PERMIT JON 03/12/21 JSF m.,. - 2 CIVIL CONSTRUCTION PERMIT RESUBM17AL UP 09/03/21 JSF ZLN AS NOTED 1R HAD IMAL B°� 3 CIVIL CONSTRUCTION PERMIT RMUBMITTAL Tip 12/14/21 JSF owu TJP/MDR 1" AIR &VACUUM RELEASE ASSEMBLY 16Ca11811 H�,CEP UE • twDbusinessdaysAT NO DATUM NTS — before yob dg `rc@VNF IF NET ONE INCH NO. REVISION BY DATE I APPR MMAElH,, MINIMUM BFMINGARFA AGAImTUHDI3IURBEO501LI5N' PIPE PRESSURE O O © O O SITE (PSp A„ x/I1) 1/IILYFI 1/Ix1E1 NONE NONE 3�N 3/I21 YI=1 VOL) VIII NONE 6^ 4/PI 3/IA 3/(I) Vhl 1/tluKl 3�ao WI41 W(31 3/Ixl LUI VBOfI B., W s /11 s3 /11 43 /11 LRI W11 3m 1WI01 Msl WI41 3/(xl x/Ill ]tl' xa0 1WIB1 B/I61 W141 Wkl x/111 33 I6/111) ]1/(]) 9/IB) 5/I3I 3/1]1 1x• zW1111 IUIB) s/ICI 5/131 3/131 x�so W1161 v/O31 f3/IBI ]/(sl 4/131 14" =AI>31 =WILLI wlel WNI WI=1 xso 33/Ixal xV1161 IW11x1 B/I61 5/131 �.. xao x9/I1s1 xl/Ilel 1W1111 B/(61 s/131 xx6 3y131) x3/I161 ]]/11x1 3/161 5/131 18• xm 3WIz4) zWlvl z•g131 1WID 5/III m• zm as/Ix31 3UIx11 xW11s1 13/(8) ]/I41 ]0" xW 6M1/143) 46/1301 36/Ix3) 10/Ilxl 9/I6) 900 BEND 45' BEND A 9v CAP / PLUG 22j(f'�BfBEE�N D�Q TEE \1111,,1 J/a BEND • VALUES BASED ON MEE BEARING LOAD OF JLDW/(ZOOO)ME B V i "' MUCK OR PE SITE BEARING IOAO P5F1 MULKORPMT B SOFTCUY I'M xD zmu MIND AND GRAVEL 3,W0 CEMENTED WITH WY 4,000 HARDSMLE 101000 NOTE: 1. MINIMUM BEARING MESA MUST BE ADJUSTED FOR PIPE SIZE, PRESSURE AND SOIL CONDITIONS, x. FITTINGS SHALL BE POLYWRAPPED PRIORM POURING CONCRETE BLOCKING. A. CONCRETE BLOCKING SMALL BE CAST IN PUCE AND WILL HAVE A MINIMUM OF 0.25 W BEARING ARUAGMNTEMEfmING. A CONCRETE BL NG SHALL BEM AGAINST FITTINGS ONLYAND SHALL BECLEM OF ROBINS TO PERMIT TAKING UP OR DISH NG JOINER 5. CONTRACTOR SHALL INSTALL BLOCKING ADEQUATE TO WITHSTAND FULL HYDROSTATICTET PRESSURE AS WELL AS TO CONTINUOUSLY WITHSTAND OPEMTNG PRESSURE UNDER ALL CONDITIONS OF SERVICE. 6. ALLCONmF1E SHAM RE MECHANICALLY MIXED. JOB SITE MIXING, HANDMLCED CONCRETE AND MOBILE CONCRETE MCFE An NOT ALLOWED. ]. IN MUCK OR PEAT, ALLTHRUM SHALL BE RFSTMINED BY PILES OR TIE RODS TO SOLID FOUNMTON OR MUCK OR PEAT MAKE BF REMOVED AND REPLACED WERE BALLAST OF SUFFIQEmSTANIm'M RESOMMUST. 8. CONCRETE BLOCKING SHALL BE LEFT OPEN OR SHEETED FOR MINIMUM 24 HOURS. ® STD. Pux. B3D.a PUBLIC DEPARTMENT R HORIZONTAL EKING DEPARrmENT FOR HORIZONTAL FITTINGS lcpff 36015th Avenue, Suite 1600 Seattle, WA98101 iW.633.5822 www.xpff.com V CITY OF ' FENTON Planning/Building/Public Works Dept. CONCRETE BLOCKING FOR NTS S-417818 W-417818 R-417894 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING msippo 04/07/2022 WATER UTILITY Laafour 04/07/2022 SOLERA 2842 NE SUNSET BLVD r7KRENTON, WA 98056 6.34 WATER AND SEWER DETAILS 94 43 O N O O O N Lfi O M O O 0 O N Q J00 M M M O O O T a 1 NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. GO T Q LU I— Q LU J O U) 00 YET INN� N a IN a i 00 N I� N I PI ►LAB EX SEVER Y11N i I giCpERiY ONE _SPAR t I RENGM n5 NEEDED) —3'-0' YIN fir KKR STUB H 6mFUTURE .' SIDE YV.ER _3 \ 2' A 4 SOLID YARNING POST PYNhD f 6' CAP WIT MM ME XpiO 'SEMA' SRNOLN `KKR MAN TEE R B" ME i IOU M 3' Nlp BLACK LETTERS AND A ORE 90EwAA WAYPEEL AROUND ME SOLID AM 111 ' ' ' ' ] EXTENDED TO ME TOP Or ME SOLD 1 CISLAO Orm 1 11 11, 'ANLHAI L_M_L--------- 6-N6-X6- SURFACE CLEANwT AM CAST IRON RING AMC COKE (EAST ANSI IRON WORKS PRODUCT NO 00367502 OR Y9ROKD Ea4. SPECIFY'SEMR' ON LID). 5 CLFANWT TO BE CENTERED IN A 2'.2' CONCRETE PAD I E CANNOT PAD TO BE 6' IN DEPTH 1 1 - F `--' BEND AS-\ 8' WIRED KKR AN MY -2 aK MM \ �6" SANER STUB 6'Y6'S6' ME 1\\ `NOLRE f 40[ SEVER `NNRE 6". 4 REDUCER `$ETHER MAN SIZE A 6" ME AGOEPTAES E PROCEWREB FOR SIDE SEWER CONNEOEIONB TO E\R3N0 SEWER MANS A NRMFIED CLAY MAIN - CUT IN A NEW PVC'CEE' USED -STRONG-BACK' ELEYIBLE COUPLINGS MONACO OR APPROVED TWAT) B CMMCIE MAN - CLT M A NEW I'TEC' LAND -STRONG-BALM' FLENRE CEASELESS (FERNCO OR ATTACKS EQUAL) C PVC A CBS PVC MAIN - CUT IN NEW LEE UWNG AGO COMMANDS M CqK-pKLLED OM A MEAT SADDLE IN AP@OLSO ORBITAL) D. WCDLE RW MAN - CPR-MUEO MM A TWO STOUT MR AWBOKO EQUAL) E LINED MAN - CONNECTION TO SERER MAINS THAT RAVE BEEN LINED (ON, EEC L OUT IN A NEW PLC'Rp USING 'S RONO-BACK' FIEYIBLE DIAMONDS (RAVED OR APPROVED EQUAL), E HONE - CORE-ORKLED OM A RWAC SACCLE 'INgRTA-2C MAY BE USED ON WE MANS IY MATTER ON LARGER C MANHOLE CWNECRW - ALL CCWIECMNS TO MANHOLES SHML BE AT MANUFACTURED KNOT{ -OUTS OR ME STRUCTURE SHALL BE CORE -MILLED AMC UK KW-N-SAL BOOM OR APPROVED EQUAL NOTES qUM TO INSTµLA9W OF A SANITARY KKR STUB, A 4M KKR STUB PERMIT MUST BE PURCHASED TRW MC OCT OF RENTON PUBLIC MEANS DEPARTMENT 2 UNLESS OMEROY SHOW ON PLAN OIDEKKR y1LLA L HAVE W14MUM 25 CO US E E OR 3-5 LOWER MAN'MMONEY E LOWEST HSE ELEVAOELEVATOREVER^ R IS LOWE— °' 3 SIDE SETTERS .GAM HAND A MINIMUM 2 K SLOE UNLESS APPROVED BY ME PUBLIC MOMS ASPECTS R FOR INSPECTION S MC SIDE KKR SNB. CAL 24 HOURS IN ADVANCE ME INSPECTION PROE NUMBER IS ON MC 9M 8KR STAR PERMIT SITE MUST BE READY FDA AGREEMENT AND A REPREMNTARVE ON S'TE WS INSPECTOR MRRIKS AT ME APPPNRD THE DO NOT BASNLL ME TIiEKH UNTIL APPROVAL 5 OWN BY ME INSPECTS 5 ALL TRENCH RRSTSMTW FM yM YKRS IN ME PUBLIC MC T-M-WAY SHAL CNI TO MUSICIANS PLAN HO S 1102 6 MC WIDE KKR STUB SHALL HAW I KIDDING IN ACCORDANCE WTI STANDARD PLAN 405 ALL SIDE KKR SRRS GALL BE INSTALLED BY A CON-T.t ? e, L-N'FO N ME SEAT W WASHIINGTON O PUBDCWORM s e SIDE STUB RUM-Rou INSTALLATION Marlin PastuclWz6/20z (SEWER MAIN TO PROPERTY LINE) NEL SIDE SEWER STUB INSTALLATION SEWER MAIN TO PROPERTY LINITS NE)��; BLOW —OFT ASSEMBLY PER PLAN OROTHER FITTINGS AS REWIRED TIE OR 'STAR' BOLT TYOE DUCK LUGS NOT ALLOWED UNDISTURBED SOIL 18_MIN RODS THROUGH RESTRAINED FOLLOMIR 18" MINIMUM BELL OF PIPE DEPENDING ON WATER MAIN TRPN I^ SOIL CONDITIONS PLAN 6" MIN. OVER AND UNDER WATER MAIN GALVANIZED SHACKLE ROD (TYP) PER PIPE SIZE (LENGTH TO SUIT) 18" MINIMUM SEE DE ROD ATTACHMENT THIS SHEET A ELEVATION FL. IWALLMETERB ATPROME LINEWITN WI . CITY I PRIVATE �¢ VCOPPER TNLPIECE PIPINGIPIPING nl I MATERM O CORPORATION STOP 1 BALL CORPORATION STOP WITH BALL VALVE, AWWA TAPERED THREAD(CC) INLET, DUCK JOINT OUTLET, FORD FBIDDWQNL OR A.Y. MCOONALO 747016Q BO TUBING 1"TYPE"K'WC MPPERMMNG V SETTER, QUICK JOINT INLET AND OUTSET, PADLOCK WINGS ON INLET ANGLE BALLVALVI SINGLE OIECK © ANHU FIIER VALVE ON OUTLET, FORD VBHT4-15W-H-44O-N4 A.Y. MCWNALD R1i15WW OR MUELLER B¢4701-BAN, INSTALL CENTERED AND SQUARED IN METER BOX PROVIDE AOAPIERS MR 5/81 METERS OD WATER METER AN WATER METER WITH RADIO AND BATTERY UNO, TO BE PROVIDED BY THE CITY OE METER BOX METER BOX, ARMORCASTA6W1946PIX1&WITH METER FORT DID, ARMORGSr AWm%9KIM7, TO READ -RENEMN WATER' OF COUPLERANDRUG COUPLER (PACK JOINT A PACK JOINT), FORD GRiC WITH l' GALVANIZED PLUG IF SERVICE UNE TO PROPERTY 5TO BE INSTALLED IN THE FUTURE OG GRAVEL 1X"WASHEOGRAVEL PUBUCWORKS 1"WATER SERVICE DEPARTMENT " IRRIGATION SERVICE NTS EJ NTS - a 1 EVIL CONSTRUCTION PERMIT JON 03/12/211 JSF 'I 2 CIVIL CONSTRUCTION PERMIT RESUBM17AL TJP 09/03/211 JSF 3 CNIL CONSTRUCTION PERMIT RMUBMITTAL Tip 12/14/211 JSF Call 811 • two business days before you dlg REVISION BY DATE APPR ICENO. STD. PLAN - 320.1 AS NOTED MATERIAL AN IRVAN A °°' IT LIT DATUM kIIwN INCH IF ACT 0 WIT �c�LY NOTES: 1. THE I MUST RE LISTED ON IATESTVERSION OF'BACKFLOWASSEMBLIESAPPROVED FOR INSTAWTON INWASHINGTON STATE", PUBLISHED BY THE STATE OF WASHINGTON DEPARTMENTOF HEALTH. 2. THE RPBA MUST BE TESTED SEA WMHINGTON STATE CERTIFIED&LIXFLOW ASSEMBLYTETTER UPON INSTALIATON AND ANNUALLY THEREAFTER ASSEMBLYM BE M WARNED BY PROPERTY ONANER.ACOPY OFTHETEST REPORT SHALL BE%mTOTNE CHOICE RENTON WATER UTILITYCROSSCONNEMON CONTROL SPECIALIST, FAX 42543Q7241, EMNL MHOLTEPRENTONWAGW, 3. PROTECFAGAINyTFREELNG OR DAMAGE USE HEAT -TAPE FAREA ISSUBIECTTC FREE➢NG. 4, RPBA INSTAWTONS THAT DIFFER FROM THESTANDARD PLAN MUSTBEAPPROWD BYTHE EDITOR RENMNI WATER LEMONAND LLRE RMN ONAGSE-0Y EM M ENSURETREY MEET CURRENT MINIMUM REQUIREMENTS iNSTAIJATON AND FREEZE PROTECNON. 5. EACH VALVE SHALL BE MARKED WITH MODEL NUMBER AND DESIGNATION OF REELIENT SEAT, SUCH AS TEV OR 'RE, WHIM MUST BE DUST, MOLDED, OR MMD ONTO THE BODY OR BONNET OF THE VALVE. ALL FERROUSBODIED VOLUMES SHALL BE COVTED WIDTH MINIMUM OF 4 MILS EPDXY OR E W IVALEM POLYMERIZED COATING. 6. INTERIOR WATER APPURTENANCES MUST CONFORM TO UPC REQUIREMENTS. MATERALS OREDUCED PRESSURE UNE-SIZED WASINGTON STATEAPPROVED I INCLUDES (2) RESmENTSFATED 9IUT-0FF VAI AND BACKFLOW ASSEMBLY (4)RESIUENT-SEATED TEMTCOCYS, BRASS PLUGS INSTALLED ON TEST{OCM (D PIPE SUPPORT ADJUSTABLE PIPE MIDDLE SUPPORT, GRINNELL FIG 3" OR EQUAL WITH BASF, BOLTED M BOOR © ADAPTER RESIRNNED FLANGE ADAPTER, DEMA IRON SERIES 21M MEWFLANGE OR EQUAL OD WATER MAIN CLASS 52 DI PIPE(PERFL OR FUR) EO REND 90- BEND III OR FUN WATER RESIMINED JOINTS) FO PIPE PENETRATION PVC SLEEVE THROUGH SURE WITH WATER MEET GROUT GO MWN FLOOR DRNN FOR RELIEF PORT WITH APPROVED NR GAP O BLOCKING CDNCRETE THRUST BLOCKING PER 5T0 PLAN 330.1 10 3" TO 10"RPBA MEDICAID PUBLIC WORKS DEPARTMENT INTERIOR INSTALLATION . DOMESTIC AND IRRIGATION SERVICES,,,,,,, PPT RPBA INTERIOR INSTALLATION �9 NTS - lcpff 16015th Avenue, Suite 1600 Seattle, VIA 98101 206.622.6622 WSESSION .cam CITY OF ' FENTON Planning/Building/Public Works Dept. S-417819 W-417819 R-417895 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING WASTEWATER UTILITY msippo 04/07/2022Oil JStowell 04/04/2022 0 WATER UTILITY agafour04/07/2022 ' MAY SOLERA 2842 NE SUNSET BLVD 7K' RENTON, WA 98056 �C6.35 WATER AND SEWER DETAILS 95 a3 O N O O O 1 N Aw LO O M O O O O N Q J CM M M O O O I 00 CC