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HomeMy WebLinkAboutzW-4275setv KEN 114 YD ALE k7r E: VV kY ICENN YDA L E GA TEWA Y L L C 4350 LAKE WASHINGTON BLVD N, RENTON, WA 98056 Cl VIL CONSTRUCT/ON PLANS HORIZONTAL DA TUM NAD 83/91 PER CITY OF RENTON CONTROL POINTS 1834 AND 1893 VERTICAL DATUM NA VD 88 PER CITY OF RENTON CONTROL POINT 2100 REFERENCES SEE SHEET C1.02 LEGAL DESCRIPTION SEE SHEET C1.02 EXCEPTIONS CONTAINED INA TITLE SEE SHEET C1.02 NOTES SEE SHEET C1.02 CONDITION OF APPROVAL: `I )A KING COUNTY SPECIAL USE PERMIT (SUP) IS REQUIRED PRIOR TO CONSTRUCTION OF THE ROUNDABOUT AT THE INTERSECTION OF 43RD STREET AND LAKE WASHINGTON BLVD N. A COPY OF THE ISSUED PERMIT SHALL BE PROVIDED TO DEVELOPMENT ENGINEERING PROJECT MANAGER. SITE INFORMA T/ON ASSESSORS PARCEL NUMBERS - SITE ADDRESS - TO TA Z SITE AREA: ZONING. GROSS SITE AREA: MIN ALLOWED DENSITY MAX ALLOWED DENSITY - PROPOSED UNITS.• PROPOSED /MPERV/OUS SURFACE. UTILITY PROVIDERS.- WATER SANITARY SEWER STORM DRAINAGE POWER & GAS GRADING 3224059049 1310, 1321 & 1331 NE 43R0 ST RENTON, WA 338, 215 SF (7.76 ACRES) COR 338, 215 SF (7.76 AC) 30 DU/NET AC 50 DU/NET AC 378 UNITS 5.73 AC CITY OF RENTON CITY OF RENTON CITY OF RENTON PUGET SOUND ENERGY CUT 3, 759 CY FILL: 3, 304 CY NET 455 CY CUT OWNER KENNYDALE GA TEWA Y LLC 505 5TH A I/ENUE S, SUITE 900 SEATTLE, WASH/NGTON 98104 CONTACT BRANDON MORGAN PHONE- (206) 342-2000 ENGINEER/PLANNER/SURVEYOR/ CORE DESIGN INC. 12100 N.E. 195TH STREET, SUITE 300 BOTHELL, WASH/NGTON 98011 CONTACT MATT STEFANSSON, P.E. - ENGINEER CONTACT GLENN SPRAGUE, P. L. S. - SURI/EYOR CONTACT CAFE HERUAVSEN - PLANNER PHONE • (425) 885-7877 GEOTECHNICAL ENGINEER HART CROWSER, INC. 3131 ELL/OTT AVf,, SUITE 600 SEATTLE, WA 98121 CONTACT GARRY HORV/TZ, P.E. PHONE- (206) 324-9530 ARCHITECT HENSLEY LAUK/N RACHEL, INC. 14881 QUORUM DR. SUITE 1550 DALLAS, TX 75254 CONTACT L OR/ OBEYESEKERE PHONE- (972) 726-9400 LANDSCAPEARCHITECT BERGER PARTNERSHIP 1927 POST ALLEY, SUITE 2 SEA TTLE, WA 98101 CONTACT LAURA LANEY PHONE- (206) J25-6877 UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG. 811 1 1ST SUBMITTAL CORRECTIONS DJL 9/23/2 2 2ND SUBMITTAL CORRECTIONS DJL 4 20 z- 3 95% CD'S DJL 5/15/27 4 3RD SUBMITTAL CORRECTIONS DJL 5/26/z- NO. I REVISION I BY I DATE SHEET INDEX CORE DESIGN 1 C1.01 2 C1. 02 3 C1. 03 4 C1. 04 5-8 C1.05-C1.08 9 C1. 09 10-13 C2.01-C2.04 14 C2.31 15 C2.32 16-19 CJ OI-CJ 04 20 C3.31 21-22 C3. 32-CJ JJ 23--26 C4. 01-C4. 04 27-29 C4.21-C4.23 30-37 C4.31-C4.38 38-41 C5. 01-05. 04 42-43 C5.21-05.22 44-45 C5.31-05.32 46-47 C5.33-05.34 48 L 1.01 TENW 1 PM-01 2 PM-02 3 SG-01 4 SG-02 5 SG-03 6 SG-04 7 SG-05 8 /L -01 9 /L -02 10 /L -03 11 /L-04 12 PC-01 13 PC-02 14 FB-01 15 FB-02 16 FB-03 BERGER 1 L0.00 2 L1.00 3-14 L1.01-L1.12 15-18 ZJOI-ZJ04 19 L4.00 20-JI L4.01-L4.12 32 L 4.13 33 L5.01 34-36 L6.01-L6.03 HLR 1 E101 2 E200 SE 76TH ST 0� �0 tiV �P N 42N0 PL SITE NGTON W p,SN -40 Q N 4OTH ST = = NE 40TH ST Q �P COVER SHEET EXISTING COND/T/ONSITOPOGRAPHIC SURVEY ERC/HEX CONDITIONS OF APPROVAL HORIZONTAL CONTROL PLAN SITE PLAN COMPOSITE UTILITY PLAN TEMPORARY EROS/ON & SEDIMENTATION CONTROL PLAN TEMPORARY EROS/ON & SEDIMENTATION CONTROL NOTES & DETAILS TEMPORARY EROS/ON & SEDIMENTATION CONTROL DETA/LS GRADING PLAN ROAD SECTIONS GRADING DETAILS ROAD & STORM DRAINAGE PLAN ROAD & STORM DRAINAGE PROFICES ROAD & STORM DETAILS WASTEWATER & WA TER PLAN WASTEWA TER & WA TER PROF/LES WASTEWATER STANDARD DETAILS WATER STANDARD DETA/LS TREE RETENT/ON PLAN PA I/EMENT MARK/NG PLAN PA I/EMENT MARK/NG PLAN SIGNING PLAN SIGNING PLAN SIGNING DETAILS PA I/EMEN T MARK/NG & SIGNING DETA/LS PA I/EMEN T MARK/NG & SIGNING DETA/LS ILLUM/NAT/ON PLAN ILLUM/NAT/ON PLAN ILLUM/NAT/ON DETA/LS ILLUM/NAT/ON DETA/LS PHOTOMETRIC CALCULATIONS PHOTOMETRIC CALCULATIONS RRFB PLAN RRFB D-TA /LS RRFB DETAILS OVERALL PLAN LANDSCAPE NOTES AND LEGENDS MA TER/ALS PLAN DETAILS PLANT/NG NOTES AND SCHEDULES PLANT/NG PLAN SHOREL/NE BUFFER ENHANCEMENT PLAN PLANT/NG DETAILS IRR/GAT/ON PLAN SITE PLAN PHOTOMETR/CS SITE PLAN L/GHTING SPEC SHEET CA UT/ON: UTILITY CONFLICTS LOCATIONS OF UT/L/T/ES AS SHOWN ON THESE PLANS ARE BASED ON UNI/ER/F/ED PUBLIC INFORMA T/ON AND SHALL BE FIELD Vf-R/F/ED SY THE CONTRACTOR. PR/OR TO CONSTRUCT/ON, CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES, AND CALL UTILITY LOCATE © 811. PR/OR TO CONSTRUCT/ON, CONTRACTOR SHALL POTHOLE EXISTING UTILITIES, CONTACTING THE SURVEYOR OF RECORD TO SURVEY THE HORIZONTAL AND INERT/CAL LOCATIONS AND VERIFY THE LOCAT/ON, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES ON THE PROJECT S/TE. IN ADDITION, CONTRACTOR SHALL POTHOLE LOCATIONS OF NEW UTILITY CROSSINGS TO VERIFY NO CONFLICTS EXIST. IF CONFLICTS EXIST, THE CONTRACTOR SHALL CONSUL T CORE DES/GN, INC. TO RESOL Vf CONFLICTS PR/OR TO PROCEEDING W/TH CONSTRUCTION. SURVEYED: SCALE: SY OTHERS DESIGNED: DAN/EL ✓. LARSON, P.E. DRAWN: CHUCK FENCING ONE INCH KAET7E LANE, f T. IF NOT ONE AT FULL C NCH AP P R APPROVED: SCALE ACCORDINGLY DAN/EL ✓. LARSON, P.E. VERTICAL• NAVD 1988 HORIZONTAL- NAD 1983/1991 DATUM CITY OF RENTON Planning/Building/Public Works Dept. VICIN17 YMAP SCALE I" =1000' DEVELOPMENT ENGINEERING yqi 06/09/2026 w ? .,OF WAsy;yso CIVIL ENGINEERING �• P `' �� LANDSCAPE ARCHITECTURE PLANNING o'• 21018929 '� DESIGN SURVEYING F Os NAL ENG\ 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 5'26'2& R-427501 W-427501 S-427501 T-427501 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Surface Water Enginering' jfarah 06/02/2026 WASTEWATER UTILITYIL Mbenoit 06/03/2026 WATER UTILITY ABDOUL GAFOUR 06/09/2026 REGIONAL FIRE AUTHORITY APPROVED cthomas 06/02/2026 KENNYDALE GA TEWA Y 1310, 1321 & 1331 NE 43RD ST, RENTON, WA 98056 COINER SHEET 0 0 0 0 N N PAGE DRAWING NO: C.I. of W SHEET: OF: 1 48 W W V Q Z 0 v UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG! 811 1 1ST SUBMITTAL CORRECTIONS DJL 9/23/25 SURVEYED: OTHERS SCALE: 2 2ND SUBMITTAL CORRECTIONS DJL 4 20 26 DESIGNED: DE DANIEL J. LARSON, P.E. 3 95% CD'S DJL 5/15/26 4 3RD SUBMITTAL CORRECTIONS DJL 5/26/26 DRAWN: CHUCK FEML/NG ONE IN CHECKED: KAT/E LANE, E.I. T. AT FULL SCALE SCALE NOT ONE INCH ACCORDINGLY NO. REVISION BY DATE APPR APPROVED: DANIEL J. LARSON, P.E. VERnCAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM v \1 CITY OF RENTON Planning/Building/Public Works Dept. SCALE: 1" = 50' 0 25 50 100 STORM LEGEND STORM PIPE STORM STRUCTURE STORM PIPE FLOW ARROW EXISTING STORM PIPE SEWER LEGEND SEWER PIPE 0 SEWER STRUCTURE SEWER PIPE FLOW ARROW EXISTING SEWER PIPE WA TER LEGEND WA TER MAIN }sI IN[ WATER FITTING 0 FIRE HYDRANT EXISTING WATER PIPE ���•oF wasy�yso� CIVIL ENGINEERING `'' LANDSCAPE ARCHITECTURE PLANNING 'Con• -offt21018929 �1 DESIGN SURVEYING •, ,p� � o�FSS ANAL 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 5126l26 R-427509 W-27502 S-427502 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING yqi 06/09/2026 KENNYDALE GA TEWA Y 1310, 1321 & 1331 NE 43RD ST, RENTON, WA 98056 COMPOSITE UTILITY PLAN O N v N N W V �O DATE: C FlELDB 0���/�v PAGE: DRAWING N0: C1.0948 W SHEEP: OF: 9 FUTURE WSDOT IMPROI/EMENTS TO Q) I ^ BE CONSTRUCTED BY OTHERS N _ P p p �• � I 1 a p � f--'" ; I I ► � Q~ 23 8 ► U c / I\ O ► 3L44 U Air- �I ► / 4� / I Q Z � / EX. 84" SEWER MAIN ► EX. 6" WA TER MAIN / Q OTO E ABANDONED IN PLACE 10'®/ I c I 1I V EX. 12" WATER MAIN TO , I / / iARV /I / BE ABANDONED AND FILLED WITH COF (TYR) l = EX. 12" WATER MAIN . 1 10-f20.79, 67.89' L T 1-45° BEND (M✓J) 9f87.83, 43.35' LT � � 1-12 CAP v W/ CONC BL OCKING 1-45' BEND (M,/) W/ CONC BLOCKING D ` a I / CONNECT TO EX. 12" CPR WATER MAIN i 1-12" CAP (MJ) �/ SY CITY FORCES PER STD PLAN 300.4 CONNECT TO EX. 12" 1-12 DI SPOOL WATER MAIN BY CITY 1-12" SLEEVE (MJ� d,. s n . CONTRACTOR TO POTHOLE EX WATER FORCES PER COR STD s , L MAIN TO VERIFY DEPTH AND L OCA TION PLAN 300.4 D _ j PRIOR TO MAKING CONNECTION D d ' ' i�_ iT v' 1-12 Dl SPOOL \ , I 1-12" SLEEVE (M✓) 10-f30. 38, 51. 71 L T i .. 1'.. 7-72 • TEE (FL) _ REMOVE EXISTING 12"x6" CROSS AND 6" VALVES 3-12 " GATE VA VES (FLxMJ) AND CONNECT TO EXIST. 12" WATER I / IW/ CONC BLOCKING -BUILDING 1 EX. 12" WATER MAIN I I d.1 G I — BEND WATER MAIN VfR77CALZ Y AS /^ jQ„ .NECESSARY TO CROSS BELOW nnn Wll T w(E) - / `/` \Yi 47� .. l nAA nmr uro T// C» AAu/ n/ rAn AA D d vo / CONNECT TO EXIS77NG 12" CITY OF RENTON WA TER BY CITY FORCES. PER COR STD PLAN 300.4 1-12" D/ SPOOL 1-12" SLEEI/E (MJ) CONTRACTOR TO POTHOLE EXISTING WATER L/NE TO I/ERIFY DEPTH & LOCA77ON PR/OR TO MAKING CONNECT/ON I EX. 12" WATER MAIN EX. 6" WA7ER MAIN TO BE ABANDONED IN PLACE INSTALL 12" MJ PLUG ON EXISTING 12" VALVE (BY CITY FORCES) — CAP AND ABANDON EXISTING 12" PIPE 1 UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG! 811 lo: w SEE SHEET C5.04 1 ST SUBMITTAL CORRECTIONS DJL 2ND SUBMITTAL CORRECTIONS DJL 95% CD'S DJL 3RD SUBMITTAL CORRECTIONS DJL ;aN w •► BY I DATE 11 T11 /'D1)CC1A1/_' /TYD ) SURVEYED: SCALE: BY OTHERS DESIGNED: DAN/EL ✓. LARSON, P.E. DRAWN: CHUCK FEML/NG ONE INCH CHECKEDAT FULL S / LANE, L T. IF NOT ONEC NCH AP P R APPROVED: SCALE ACCORDINGLY DAN/EL ✓. LARSON, P.E. VERnCAL: NAVD 1988 HORIZONTAL- NAD 1983/1991 DATUM SCALE: 1" = 20' 0 10 20 40 CITY OF RENTON Planning/Building/Public Works Dept. /fEYMAP SEWER LEGEND 0 SEWER PIPE SEWER STRUCTURE SEWER PIPE FLOW ARROW EX/STING SEWER PIPE WA TER LEGEND WATER MAIN 1,71 IHi WATER FITTING 0 F/RE HYDRANT EX/STING WATER P/PE GENERAL NOTES 1. MAX/MUM ALLOWABLE DEFLECTION AT EACH JOINT SHALL NOT EXCEED ONE—HALF THE MANUFACTURERS RECOMMENDED PERMISSIBLE DEFLEC77ON. 2. ALL CONSTRUC77ON SHALL BE /N ACCORDANCE WITH THE CITY OF RENTON STANDARD SPEC/F/CA ]TONS. 3. LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE EXISTING UTIL177ES SHALL BE FIELD LOCATED BY RESPECTIVE UTILITY COMPANIES PRIOR TO CONSTRUCTION. 4. CONTRACTOR SHALL FIELD VERIFY ALL CONNEC77ONS TO EXISTING PIPES FOR PROPER RT77NGS AND DEPTH. 5. CONTRACTOR SHALL NO TlLITIES 24 HOURS PRIOR TO CONSTRUCTION. PIPE AND FITTINGS 6. RESTRAINED JOINT REQ MAIN CROSSING /S LESS THAN 18" VER77CAL SEPARATION FROM OTHER UTILITIES. ALL WATER RT77NGS AND VALVES WITH MECHANICAL JOINT (MJ) END(S) SHALL HAVE A WEDGE —TYPE RETAINER GLAND EQUAL TO MEGALUG SERIES 1100. 7. CONCRETF THRUST BLOCKS REQUIRED ON ALL WATER RT17NGS PER C.O.R. STD PLANS 330.1 AND 330.2. 8. 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. 9. CONTRACTOR TO VSR/FY ELEVAT/ON OF ANY EXISTING U1TL/T/ES AT CROSSING LOCATIONS PR/OR TO CONSTRUCT/ON AND NOTIFY ENGINEER OF ANY CONFLICTS. .•oF • wgsy�y so CIVIL ENGINEERING �• P `' �� LANDSCAPE ARCHITECTURE PLANNING o•• 21018929 '� DESIGN SURVEYING Fss/OVAL ENG\ 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 5/26/26 S-427503 W-427503 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING �' yqi 06/09/2026 WATER UTILITY �' WASTEWATER UTILITYff IL ABDOUL GAFOUR 06/09/2026 Mbenoit 06/03/2026 %Z;S� KENNYDALE GA TEWA Y 1310, 1321 & 1331 NE 43RD ST, RENTON, WA 98056 WASTEW,4 TER & WATER PLAN 5115126 PAGE: C5. 01 ET: OF: 38 48 O N v ti 0 0 0 N N Q J 0 0 O N N W W V Q Z P P N � /// P z _N �P ° / SD` r i I SD W (.l D�sl*) i 44 5�I toLr/ c v i I \ 0/L WATER SEPARATOR PER DETAIL SHEET C5.32 WITH SUMP PUMP. REFER TO PLUMBING i PLANS FOR EACH BUILDING. CONNECT OHS ° I W/ SUMP PUMP TO 8- SEWER CLEANOUT POC 441 BUILDING 1 - X \ v \ I = \ I 10f65.05, 8.68' L T \ I I-45° BEND (MJ) W/ CONC BLOCK/NG . q c d A 10 A S\S�FO 6�3M 00 I I - vo r� /fEYMAP O N v ® - \ 3U/-\Lr-: I = LV 0 I = \\ \\ 0 10 20 40 N I II I I IN I I l/i I \\ \\ SEWER LEGEND Fj \ \ \ \ SEWER P/PE \ \ O SEWER STRUCTURE \ \ \ If P/PE FL � SEOW ARROW SSMH 4 i \ \ EX/STING SEWER P/PE I STA. 12*98. 79, 9. 00' L T 3� BUILDING 1 ; \ \\i o � TYPE 1-48" i \ ( RIM 34.27 \ \ \ 8" lE IN 26.78 (N� _ WA TER LEGEND 8" lE OUT 26.79 (SW) 6" DCDA AND 4"� \ \ WA Tf R MAIN )7d IN[ WA TER RT77NG 1NE�� MF x r 100 J I • �►� i FIRE HYDRANT i �E I FIR NO RSI it in -III' :. _�� ■i �;I,�_=____��®� / i►�e� ®i�� „ Aw-milm __`OMPLIANCE WITH CITY OF RENTON STANDARDS :� pl�lo �� Ili lei a �� _ _ _► , I■��I �_� �!ik . , �, ,. , , ;��� ., own :)PMENT ENGINEERING n%R 1111 � I a1F�f ate- _ -�!`� I -11�� � / i / � `�•� • _ � yqi 0 • 1 0• r 1 _ if • - _ ► • I Wiz''• —� • •'II■ �� � 1 -1 1�`11 ;x�_�_ _:;�"'.' --.1'/ .,, a I�� 1 ��IIl `l{;",��```�V� � � � n' � �:_,��- / : � i` ��" :.! ■ i� o •� � � ���f�•r�� _- ��� ...!�Cet :_ sl- III � ��-� G I �� LY I I — _ , � I . �, �. _ Wit♦ .ra r n — L► s ` _c WATER _ BID - WASTEWATER ® Kill UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG! 8/g1 2 2ND SUBMITTAL CORRECTIONS DJL 4 20 26 3 95% CD'S DJL 5/15/26 DESIGNED: O DAN/EL J. CARBON, P.E. RENT 0 N 1310, 1321 & 1331 NE 43RD ST, RENTON, WA 98056 FIELDBOOK: DRAWN: PAGEI 4 3RD SUBMITTAL CORRECTIONS DJL 5/26/26 CHUCK FEMLING90 DRAWING NO: ONE INCH DATUM CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. G'S O2 W KAT/E LANE, E.Z T. SCALE NOT ONE ACCORDINGLY N0. REVISION BY DATE APPR DANEL * J. LARSON, P.E. WAS TEWA TER & WA TER PLAN SHEEN 39 OF, 48 O N N v N N W W V Q Z SEE SHEET C5.02 N � � w11 IF .a I 3 3 I W C .o U � ea REMOVE EX. BOLLARDS AND O / RELOCATE EX. FIRE HYDRANT TO PLANTER STRIP 0 R o,' `� � 3 a• I I I V I I I I Q I 1 •� Q �4. O U ° I I >3Q C s ° m J C I r 0 I Id l 0 mO ° Z A. co0 d d' LU • C a Z I U �� I I D Q I D as :, •° I Do°I. I: e= — o I SDI I p . 24 ° I ° I I' DI. a G p I rn I C7 I � D D III I d � 4e2 I I a U d --- d O CD � D I OB I ,I'dp I I I I I I I I I CL ° I I D I � I I PG o�o�op�� • I I I I i p2011 I L CL D !I � 4 o L I co ° odl I ID D �`P I I I I SD I I I' 123f 98. 57, 8. 70' RT - POL YPIGGING STATION o I D 1-45' BEND (MJ/ o. I PER STD PLAN 300.7 I I I I W/ CONC BL OCKING ' ! II{I ----- d. " 24 LFf EXISTNG 12 " WATER MAIN STUB I h d SD 1f►° 111 "Mm". mmall"11-141mill ���T•am �®������,� i���� � ram— 1 ®� _��_���_ � �� • • � � �� �� ON , se.eeee��..��:.�.�_ar..�....�:Gf��1�--���=--��:e_�ss_e:er�° , 1 III i-- • ----------------- NIA � �� �� -� • I I � � m l�� ICI • y I , illy. IS I 1 NI -- Fwq Pogo , NA POL YPIGGING STA 110N PER STD PLAN 300.7 / Q I o cP 190LF 12 DI NI INS I JAL IN — g 10o — — 24f96.43, 8.74' L T — I D - d _, — Q� ee — — — _ — — — — ——— _ — — — �EX/STING 3--12" 25f o 24 __/ - —OG— �---' 22 00 — — — GATE l/AL l/E CLUSTER e ° 6 �— &-Q?OSS/NG d ° 24f73.17, 8.12 L T d REMO �E CAP/BL OCKING AND CONNECT NEW WA TER MAIN DIRECTL Y TO EXISTING CITY OF RENTON ss ss I'' ss s I , STA. 23f96.93, 7.76 L T ° —TYPE 1- 48" ` ss I ss I ° I ss° 1 s ss I ss -- ���� , 100023 a ° 1307— RlM 34.60 ,"'-- 37 \ � STA. 21 f 93.26, 7.51 L T WA TER MAIN. PROVIDE TESTING AND FINAL TESTING —� --- -- REMO/£ POR110N OF EXIS11NG 12"' -- — 24f18.66' 9.28'LT ------\-- 8 /E /N 23.51 (SE)� � -- —�5�-- � — �'� _ � --L----- \ TYPE 1-48 —I AND FINAL CONNECTION DETAILS IN LINE WITH COR STD PLAN 300.4. CONTRACTOR TO POTHOLE a CITY OF RENTON WATER MAIN TO 1-45' BEND (XI) W/ CONC BLOCKING „ EX 8 /E OUT 23.51 (W� / 3,8 RIM 34.55 1 E) 5 / " AND LOCATE EXISTING 12 WATER MAIN STUB THE EAST OF CONNECTION POINT '*CONTRACTOR TO VERIFY / 8" E OUT 24. 53 K\\\N I I r II' i'- 1 1ST SUBMITTAL CORRECTIONS DJL 9 23 25 SURVEYED: SCALE: BY OTHERS VERTICAL: NAVD 1988 UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG! 811 2 3 4 NO. 2ND SUBMITTAL CORRECTIONS DJL 4 20 26 HORIZONTAL: NAD 1983/1991 DATUM C I TY O I RENTON Planning/Building/Public Works Dept. DANIEL J. LARSON, P.E. 95% CD'S DJL 5/15/26 3RD SUBMITTAL CORRECTIONS DJL 5/26/26 DRAWN: CHUCK FEML/NG ONE INCH CHECKED: KAT/E LANE, E.l. T. AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY REVISION BY DATE AP P R APPROVED: DAN/EL J. LARSON, P.E. /fEYMAP SCALE: 1" = 20' 0 10 20 40 SEWER LEGEND O SEWER PIPE SEWER STRUCTURE SEWER P/PE FLOW ARROW EX/STING SEWER PIPE WA TER LEGEND WA TER MAIN )7d IN[ WATER RTT/NG F/RE HYDRANT EX/STING WATER P/PE V4 0 °o 0 N I� J V 0 0 0 N N L �•oF • wAsy�y so CIVIL ENGINEERING �•P `-�•� LANDSCAPE ARCHITECTURE PLANNING -off21018929 DESIGN SURVEYING •, � � STER� • ���' Fss/ONAL EN1210O NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 5126126 S-427506 W-427506 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING yqi 06/09/2026 WATER UTILITY WASTEWATER UTILITY ABDOUL GAFOUR 06/09/2026 Mbenoit 06/03/2026 DAM Lw KENNYDALE GA TEWA Y 5115126 Q 1310, 1321 & 1331 NE 43RD ST, RENTON, WA 98056 FIELDBOOK: PAGE: DRAWING NO: C5.04 Z WASTEW,4 TER & WATER PLAN SHEET: 41 OF: 48 W W V Q Z N v I 30 20 14+50 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 NOTES.• 1. IN AREAS OF FILL, NEW ROADWA Y SUBGRADE SHALL BE FILLED AND COMPACTED BEFORE EXCAVATION FOR INSTALLATION OF NEW WATER MAIN (TYR) 2. 12" WATER MAIN SHALL BE A MINIMUM OF 4' AND A MAXIMUM OF 6' BELOW FINISH GRADE 15+50 16+00 UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG. 811 9 N v W CO3 Z 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 ���;.....Lq ���•oF wasy�yso� CIVIL ENGINEERING `'' LANDSCAPE ARCHITECTURE PLANNING 'Con 1 o. �F� OS8929 DESIGN SURVEYING � Fss/ONAL LNG\ 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 5126l26 S-427507 W-427507 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING yqi 06/09/2026 701 EWATER UTILITY %! II WASTEWATER UTILITY ABDOUL GAFOUR 06/09/2026 Mbenoit 06/03/2026 1 1ST SUBMITTAL CORRECTIONS DJL 9 23 25 SURVEYED: SCALE: DATE: BY OTHERS VERn�L 1988 KENNYDALE GA TEWA Y 5115126 2 2ND SUBMITTAL CORRECTIONS DJL -4/7-0 26 HORIZONTAL- NAD 1983/1991 C I TY OF DESIGNED: 1310, 1321 & 1331 NE 43RD ST, RENTON, WA 98056 FIELDBOOK: 3 95% CD'S DJL 5/15/26 DAN/EL J. LARSON, P.E. R E N TO N PAGE: DRAWN: 4 3RD SUBMITTAL CORRECTIONS DJL 5/26/26 CHUCK FEML/NG DRAWING NO: ONE INCH DATUM CHECKED: AT FULL SCALE KAT/E LANE, E.I. T. IF NOT ONE INCH Planning/Building/Public Works Dept. 5. NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY WASTE WA TER & WA TER PROF/L ES SHEET: OF: DAN/EL J. LARSON, P.E. 42 48 O N v N N W W V Q Z N v 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 30 20 30+00 30+50 UTILITY CROSSING TABLE CROSSING 1 UPPER NETWORK UPPER P/PE IE LOWER P/PE CROWN LOWER NETWORK CLEARANCE 1 STRM 31.08 26.84 SSWR 4.24 2 STRM 29. 37 25 J6 SSWR 4.02 3 STRM 30.83 25.70 SSWR 5.13 4 STRM 30.27 28.43 SSWR 1.83 5 STRM 29.61 26.05 SSWR 3 56 6 WA TR 28.39 27 J9 SSWR 1.00 7 WA TR 27.67 25.40 SSWR 2.27 8 WA TR 27.65 26.51 SSWR 1.14 9 STRM 28.23 27.31 WA TR 0.92 31 +00 31 +50 32+00 UTILITY CROSSING TABLE CROSSING/ UPPER NETWORK UPPER P/PE IE LOWER P/PE CROWN LOWER NETWORK CLEARANCE 10 STRM 29.38 28.81 WA TR 0.57 11 STRM 29.70 29.18 WA TR 0.52 12 STRM 28.88 28.30 WA TR 0.59 13 STRM 29.33 28.71 WA TR 0.62 14 STRM 30.91 29.77 WA TR 1.14 15 STRM 31.04 29.11 WA TR 1.93 16 STRM 30.90 29.53 WA TR 1.37 17 STRM 30.25 28.79 WA TR 1.46 18 STRM 29.93 27.96 SSWR 1.96 UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG. 811 32+50 33+00 33+50 UTILITY CROSSING TABLE CROSSING 1 UPPER NETWORK UPPER P/PE IF LOWER P/PE CROWN LOWER NETWORK CLEARANCE 19 WA TR 28.58 27.46 SSWR 1.12 20 STRM .31.45 26.99 SSWR 4.45 21 STRM 31.11 29.63 WA TR 1.48 22 STRM 26.62 27.28 WA TR -0.66 2.3 WA TR 29.13 28.45 STRM 0.68 24 STRM 29.45 27.90 WA TR 1.56 NOTES.• 1. IN AREAS OF FILL, NEW ROADWA Y SUBGRADE SHALL BE FILLED AND COMPACTED BEFORE EXCA VA TION FOR INSTALLATION OF NEW WATER MAIN (TYR) 2. 12" WA TER MAIN SHALL BE A MINIMUM OF 4' AND A MAXIMUM OF 6' BELOW FINISH GRADE 1 1ST SUBMITTAL CORRECTIONS DJL 9 23 25 SURVEYED: OTHERS SCALE: 2 2ND SUBMITTAL CORRECTIONS DJL 4 20 26 DESIGNED: DE DANIEL J. LARSON, P.E. 3 95% CD'S DJL 5/15/26 4 3RD SUBMITTAL CORRECTIONS DJL 5/26/26 DRAWN: CHUCK FEMLING ONE INCH CHECKED: KATIE LANE, E.l. T. AT FULL SCALE IF NOT ONE ACCORDINGLY NO. REVISION BY DATE APPR APPROVED: DANIEL J. LARSON, P.E. VERnCAL• NAVD 1988 HORIZONTAL- NAD 1983/1991 DATUM CITY OF RENTON Planning/Building/Public Works Dept. 30 20 34+00 34+20 25+50 f 30 25+75 �� Lq111-0 �� ••oF • waS,y.:?'s CIVIL ENGINEERING �• P� 0� LANDSCAPE ARCHITECTURE PLANNING 'Con �DESIGN SURVEYING off•• ,p� 21018929 OR�•��F' FSS/ONAL VR 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 5/26/26 S-427508 R-427508 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING yqi 06/09/2026 WATER UTILITY A or, WASTEWATER UTILITY ABDOUL GAFOUR 06/09/2026 Mbenoit 06/03/2026 DATE: KENNYDALE GA TEWA Y 5115126 1310, 1321 & 1331 NE 43RD ST, RENTON, WA 98056 FIELDBOOK: PAGE: C5.22 WASTE WA TER & WA TER PROF/LES SHEET: OF: 43 48 O N v N N W W V Q Z 1 \ N k W W V Q Z M v WATER PLAN GENERAL NOTES Standard Plan No. 300 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON PUBLIC WORKS STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS AND WSDOT / APWA STANDARD SPECIFICATIONS, LATEST EDITION AS AMENDED BY THE CITY OF RENTON. A SET OF CITY APPROVED PLANS SHALL BE KEPT AT THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. A PRE -CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR AND OR DEVELOPER SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION. 2. ALL EXISTING UTILITIES SHALL REMAIN IN SERVICE DURING CONSTRUCTION UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL CALL 1-800-424-5555 TO VERIFY UTILITY LOCATIONS BEFORE BEGINNING EXCAVATION. 3. ALL MATERIALS USED FOR THE CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS SHALL BE NEW AND UNDAMAGED, AND "CATALOG CUTS" FOR ALL MATERIALS SHALL BE APPROVED IN WRITING BY THE CITY OF RENTON PRIOR TO BRINGING ANY MATERIALS ON -SITE. 4. ALL WATER MAIN PIPE MATERIALS SHALL BE CEMENT LINED DUCTILE IRON PIPE, THICKNESS CLASS 52 PER AWWA C 151 AND C 104. PIPE JOINTS SHALL BE PUSH -ON OR MECHANICAL JOINT. CAST IRON OR DUCTILE IRON PIPE FITTINGS SHALL BE CLASS 250 AS PER ANSI/AWWA C110/A21.10-82. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE WRAPPED WITH 8-MIL BLACK, TUBE -TYPE, POLYETHYLENE PLASTIC PER AWWA C105 STANDARDS. 5. MINIMUM COVER FROM TOP OF WATER MAINS TO FINISHED GRADE SHALL BE 36 INCHES FOR PIPE DIAMETER OF 10-INCH OR LESS AND 48 INCHES FOR PIPE DIAMETER OF 12-INCH AND LARGER. MAXIMUM COVER FOR ALL WATER MAINS SHALL BE 60 INCHES. ANY DEVIATIONS MUST BE APPROVED BY THE CITY OF RENTON PRIOR TO CONSTRUCTION. WHERE UTILITY CONFLICTS OCCUR, THE PROFILE OF THE WATER MAIN SHALL BE ADJUSTED AS NECESSARY TO CLEAR CONFLICTS AND TO PROVIDE MINIMUM COVER. PIPE DEFLECTION SHALL NOT EXCEED ONE-HALF OF PIPE MANUFACTURER'S SPECIFICATION FOR SIZE OF PIPE USED. ALL TRENCH BACKFILL SHALL BE COMPACTED TO 95 PERCENT MAXIMUM DRY DENSITY AS DETERMINED BYTHE MODIFIED PROCTOR TEST METHOD (MDD) IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PRISM AND DRIVEWAYS, AND 85 PERCENT MDD IN UNPAVED AREAS. ALL PIPE ZONE COMPACTION SHALL BE 95 MDD. 6. CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNED, INSTALLED AND POURED IN PLACE IN ACCORDANCE WITH CITY OF RENTON STANDARD DETAILS AND SPECIFICATIONS AND SHALL BE INSTALLED AT ALL VERTICAL AND HORIZONTAL BENDS, FITTINGS AND BASE OF HYDRANTS. MEGA -LUGS (OR SIMILAR PRODUCT) MAY BE REQUIRED ON ALL MECHANICAL JOINTS IN ADDITION TO CONCRETE BLOCKING. 7. ALL NEW WATER MAIN PIPES AND FITTINGS SHALL HAVE A FOAM PIPE PIG RUN THROUGH THEM PRIOR TO BEING FLUSHED, DISINFECTED, AND TESTED. CLEANING, PRESSURE AND PURITY TESTING SHALL BE DONE IN THE PRESENCE OF AND UNDER THE SUPERVISION OF A CITY OF RENTON UTILITY INSPECTOR. THE CONTRACTOR SHALL SUPPLY, INSTALL AND REMOVE PLUGS, CORPORATION STOPS, BLOW -OFF ASSEMBLIES, AND THRUST RESTRAINT / BLOCKING FOR TESTING AND PURITY ACCEPTANCE. NO CONNECTION SHALL BE MADE BETWEEN THE NEW MAIN OR BETWEEN THE NEW WET -TAP VALVE TO AN EXISTING MAIN UNTIL THE NEW PIPING HAS BEEN FOAM -PIGGED, DISINFECTED, FLUSHED, AND PASSED BOTH PRESSURE AND PURITY TESTING. 8. NEW WATER MAINS INCLUDING SERVICE LATERALS SHALL BE TESTED AT A STATIC PRESSURE OF 150 PSI ABOVE WORKING PRESSURE WITH A MINIMUM OF 225 PSI TEST PRESSURE FOR 120 MINUTES WITH A MAXIMUM OF 5 PSI PRESSURE DROP DURING THE ENTIRE TEST PERIOD. UPON SATISFACTORY COMPLETION OF THE PRESSURE TEST, THE LINE SHALL BE DISINFECTED, FLUSHED, AND THEN WATER SAMPLES SHALL BE TAKEN FOR PURITY TESTING BY THE PUBLIC WORKS INSPECTOR. 9. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON WATER UTILITY AND MAINTENANCE DEPARTMENTS AT LEAST 10 WORKING DAYS PRIOR TO MAKING CONNECTIONS TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL EXPOSE THE EXISTING WATER MAIN AND FITTINGS AT THE CONNECTION POINT BEFORE ORDERING THE NECESSARY ADAPTORS AND FITTINGS REQUIRED FOR THE FINAL CONNECTION. THE CONTRACTOR SHALL EXCAVATE, REMOVE ALL SURFACE MATERIALS, AND PROVIDE SHORING AND ALL MATERIALS REQUIRED FOR THE CITY OF RENTON TO PERFORM THE CONNECTION TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL PROVIDE AND INSTALL BACKFILL, CONCRETE BLOCKING, AND COMPLETE SURFACE RESTORATION. 10. RECYCLED CONCRETE AGGREGATE SHALL NOT BE USED AS BEDDING OR BACKFILL MATERIALS FOR WATER MAINS AND WATER SERVICES ti�Y o STD. PLAN - 300.0 Gn * PUBLIC WORKS WATER PLAN GENERAL NOTES DEPARTMENT MARCH 2O10 PLAN a F-------------- ------ - - - - - - - - - - - - - I 6r� I S MIN V C I I I ° 6" E A B D 6" I �IMIN I MIN �I �0 � 0 P��� f I I I I I PIPE SLEEVE a I 12" C 1 K L M N MIN SEE DETAIL, THIS SHEET a L______________-i_________________ ^ a ° d ° F SEE DETAIL MIN PUBLIC WORKS DEPARTMENT 6" PIPE SLEEVE PVC PIPE SLEEVE EPDXY SEALANT EPIPE > EPDM MODULAR SEAL, LINK -SEAL MODEL C WITH 316SS BOLTS AND NUTS 3", 4", AND 6" WATER METER STD. PLAN - 320.4 Sht. 1 of 2 ROVED: 6/28/2023 "wo.'"<n• DATE x: ^emmavror EXISTING WATER MAIN 0 PUBLIC WORKS DEPARTMENT TESTING CONNECTION POLYPIG STATION PER STD PLAN 300.7 (1) VERTICAL CROSS (MJxFL) (1) BLIND FLANGE ON TOP WITH 2" TAP AND 2" PLUG (1) BLIND FLANGE ON BOTTOM (1) PLUG (MJ) WITH 2" TAP AND TEMPORARY BLOW -OFF ASSEMBLY WITH TEMPORARY THRUST BLOCKING NEW DI WATER MAIN TEMPORARY BLOCKING CONNECTION TO EXISTING MAIN (BY CITY FORCES) (1) TEE (MJxFL) (2) DI SPOOLS (2) LONG BODY DI SLEEVES (M.) OR COUPLING ADAPTERS (ROMAC 501 OR EQUAL) (2) GATE VALVES (FLxMJ) (1) ADAPTER (FLxMJ) (1) PLUG (M.) WITH 2" TAP AND TEMPORARY BLOW -OFF ASSEMBLY WITH CONCRETE THRUST BLOCKING PER STD PLAN 330.1 FINAL CONNECTION UPON COMPLETION OF POLYPIGGING HYDROSTATIC TESTING AND DISINFECTION, REMOVE TEMPORARY THRUST BLOCKING AND TEMPORARY BLOW -OFF ASSEMBLIES FINAL CONNECTION (BY CITY FORCES) (2) DI SPOOLS (1) LONG BODY DI SLEEVE (MJ) NEW DI WATER MAIN NOTES: 1. ALL CONNECTIONS TO EXISTING WATER MAINS WILL BE CONDUCTED BY CITY FORCES AS SPECIFIED IN SECTION 5-14.2 OF THE CITY OF RENTON WATER UTILITY CONSTRUCTION STANDARDS 2. LONG BODY DI SLEEVE FOR CONNECTION FROM DI TO DI PIPE AND FROM DI TO CI PIPE WITH SAME OUTSIDE DIAMETER 3. COUPLING ADAPTORS FOR CONNECTION FROM DI TO CI PIPE WITH DIFFERENT O.D. AND FROM DI TO AC OR TO STEEL PIPE STD. PLAN - 300.2 CONNECTION TO WATER MAIN CUT -IN TEE AND TWO VALVES NOTES: 1. VAULTS SHOULD NOT BE INSTALLED IN AREAS WITH VEHICLE TRAFFIC. 2. ALL INTERIOR METAL INCLUDING PIPE, VALVES, AND FITTINGS TO BE PAINTED WITH TWO COATS OF EPDXY AS APPROVED BY THE ENGINEER. USE TNEMEC SERIES 135 CHEMBUILD MODIFIED POLYAMIDE EPDXY. APPLY PER MANUFACTURERS INSTRUCTIONS. 3. VAULT AND HATCH MODELS ARE PROVIDED AS REFERENCE. SHOP DRAWINGS SHALL BE SUBMITTED TO THE CITY FOR APPROVAL. 4. FOR 3" AND 4" METERS, USE 2" BYPASS MATERIALS, AND FOR 6" METERS, USE 3" BYPASS MATERIALS, AS INDICATED BELOW. 5. INSTALL WATER METER RADIO & BATTERY UNITS IN ACCESS HATCH PANELS WITH MINIMUM 6" SEPARATION. DATE U METER AMI WATER METER (SENSUS OMNI WITH INTERNAL STRAINER) WITH RADIO AND BATTERY UNIT 2" BRASS NIPPLE (MIPTxMIPT), 6" LONG, CONNECTED TO TEST PORT OF COMPOUND METER 1" BALLCORP (MIPTxFIPT), FORD FB1700-4-NL OR EQUAL, FOR 3" METER O METER TEST PORT OR 1 Y2" BALLCORP (MIPTxFIPT), FORD FB1700-6-NL OR EQUAL, FOR 4" AND 6" METERS 2"X212" ADAPTER (MIPTxMNST) 21/2" CAP (FNST) C ADAPTER FLANGED COUPLING ADAPTER, MEGAFLANGE SERIES 2100, OR EQUAL O PIPE CLASS 53 DI PIPE (PExFL) O VALVE (2) GATE VALVE (FLxFL) WITH HANDWHEEL OPIPE SUPPORT ADJUSTABLE PIPE SADDLE SUPPORT, GRINNELL FIG 264 OR EQUAL, WITH BASE, BOLTED TO FLOOR O SERVICE SADDLE (2) 2" NPT SADDLE, SMITH-BLAIR MODEL 313 OR EQUAL OR (2) 6"X3" TEE (MJxFL) OBYPASS VALVE (2) 2" BRASS GATE VALVE (IPT) OR (2) 3" GATE VALVE (FLxFL) WITH 3" THREADED (IPT) FLANGE OI BEND (2) 2" 90- BEND OR (2) 3" 90° BEND JO BYPASS PIPE 2" GALVANIZED PIPE, EPDXY COATED, OR 3" GALVANIZED PIPE, EPDXY COATED 2" STRAIGHT FLANGE BALL VALVE (FLxFIPT) WITH PADLOCK WINGS, FORD BF31-777W-NL OR EQUAL OK BYPASS METER VALVE OR 3"x2" REDUCER WITH 2" BRASS NIPPLE CL) BYPASS METER 2" AMI BYPASS METER WITH RADIO AND BATTERY UNIT, TO BE PROVIDED BY THE CITY C) METER FLANGE 2" METER FLANGE (FLxFIPT), FORD CF31-77-NL OR EQUAL, OR 3"x2" REDUCER WITH 2" BRASS NIPPLE CN) UNION 2" TWO-PART UNION OR 3" TWO-PART UNION TEE 2" TEE OR 3" TEE (PJ) BUSHING TN3/4" BUSHING OR 3"0/4" BUSHING WITH 3/4" PLUG CQj WATER MAIN CLASS 52 DI PIPE WITH RESTRAINED JOINTS OR WALL FLANGE MIDSPAN PIPE RESTRAINT WITH CONCRETE BLOCKING PER STD PLAN 350.7 CONCRETE VAULT OLDCASTLE PRECAST VAULT, MODEL NUMBERS PER TABLE BELOW, OR EQUAL MINIMUM 4" PVC FLOOR DRAIN, SLOPE TO STORM DRAIN OR DAYLIGHTTO DRAINAGE DITCH WITH WIRE OT DRAIN MESH RODENT SCREEN AT DRAIN OUTLET, SEAL PIPE PENETRATION WITH WATER -TIGHT GROUT TWO LOCKING HINGED ALUMINUM DOORS, TRAFFIC -RATED, WITH SLIP -RESISTANT TREATMENT, MARKED CU 11 ACCESS HATCH "WATER", LW PRODUCTS MODEL NUMBERS PER TABLE BELOW, OR EQUAL. C) LADDER GALVANIZED STEEL LADDER SECURED TO VAULT PER STD PLAN 350.8 (W) GRAVEL FOUNDATION GRAVEL PER WSDOT STANDARD SPECIFICATIONS, 12" MINIMUM ALL DIRECTIONS 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 0 0PUBLIC WORKS DEPARTMENT UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG! 8/ 3", 4", AND 6" WATER METER STD. PLAN - 320.4 Sht. 2 of 2 DATE 1. FIRE HYDRANT TO BE PAINTED WITH TWO COATS OF SAFETY YELLOW DTM ACRYLIC GLOSS OR ENAMEL PAINT. 2. PUMPER NOZZLE TO FACE ROADWAY OR AS DIRECTED BY RRFA. 3. A MINIMUM 3' RADIUS UNOBSTRUCTED WORKING AREA SHALL BE PROVIDED AROUND THE OUTSIDE OF THE HYDRANT. MATERIALS COMPRESSION TYPE HYDRANT (SEE APPROVED MATERIALS LIST) WITH 6" MJ INLET WITH LUGS, 5 %4" MVO, OA HYDRANT 1 V4" PENTAGON OPERATING NUT, TWO (2) 2 %" NST HOSE NOZZLES, AND 4.875" SST PUMPER NOZZLE EQUIPPED WITH 5" STORZ ADAPTER AND 1/8" STAINLESS STEEL CABLE, WITH EXTENSION IF NECESSARY. OB TEE MAIN LINE TEE WITH 6" FLANGE SIDE OUTLET OC VALVE 6" GATE VALVE (FLxMJ) OD VALVE BOX VALVE BOX AND LID PER STD PLAN 330.7 OE PIPE CLASS 52 DI, LENGTH TO FIT OF JOINT RESTRAINT MECHANICAL JOINT RESTRAINT WITH CONCRETE BLOCKING OR (2) 3/4" CORTEN STEEL TIE RODS OG GRAVEL 1 V4" WASHED DRAIN ROCK, MINIMUM V ABOVE BOOT FLANGE WITH 8-MIL POLYETHYLENE SHEETING AROUND TOP AND SIDES OF GRAVEL OH CONCRETE BLOCK MINIMUM 16"x8"x4" CONCRETE BLOCKS UNDER FIRE HYDRANT AND GATE VALVE OBLOCKING CONCRETE BLOCKING PER STD PLAN 330.1 O SHEAR BLOCK 4'x4'x6" CONCRETE SHEAR BLOCK AROUND FIRE HYDRANT, SEE STANDARD DETAIL 310.2 OPAVEMENT MARKER BLUE REFLECTIVE PAVEMENT MARKER PER STD PLAN 310.3 STD. PLAN - 310.1 PUBLIC WORKS APPROVED: ID FIRE HYDRANT ASSEMBLY DEPARTMENT y 6/28/2023 arcl" P11-h, Public W-,Ad-ist -, DATE METERED BACKFLOW ASSEMBLY (TO BE OBTAINED FROM CITY) (1) 2'2" CONTROL VALVE (1) CONSTRUCTION METER (1) RPBA I METER SUPPORT (BY CONTRACTOR) NSF 61 SUPPLY HOSE i HYDRANT ON EXISTING WATER MAIN TEMPORAo (1) 2" GAL (1) 2" 90- (1) 2" GAT POLYPIG STATION (1) VERTICAL CROSS (MJxFL), SIZE TO MATCH WATER MAIN (1) BLIND FLANGE WITH 2" TAP ON TOP OF CROSS (1) TEMPORARY BLOW -OFF ASSEMBLY (1) BLIND FLANGE ON BOTTOM OF CROSS (1) PLUG (MJ) ON END OF CROSS WITH TEMPORARY THRUST BLOCKING NOTES: 1. THE BACKFLOW PREVENTION ASSEMBLY AND SUPPLY HOSE MUST BE DISCONNECTED DURING HYDROSTATIC PRESSURE TESTING OF THE NEW WATER MAIN. 2. POLYPIG AND ALL DEBRIS SHALL BE REMOVED FROM SUMP OF VERTICAL CROSS VIA SANITARY METHOD PRIOR TO DISINFECTION OF NEW WATER MAIN. 3. UPON REMOVAL OF POLYPIG, REMOVE TEMPORARY BLOW -OFF ASSEMBLY AND INSTALL 2" PLUG. 4. THE NEW WATER MAIN SHALL BE CONNECTED TO THE EXISTING SYSTEM ONLY AFTER NEW WATER MAIN IS POLYPIGGED, DISINFECTED AND SATISFACTORY BACTERIOLOGICAL SAMPLE RESULTS ARE OBTAINED. 5. THE INTERIORS OF ALL PIPES AND FITTINGS TO BE USED IN FINAL CONNECTION MUST BE SWABBED OR SPRAYED WITH A 5-6%AVAILABLE CHLORINE SOLUTION. Av STD. PLAN - 300.7 • -r- PUBLIC WORKS APPROVED: DEPARTMENT POLYPIGGING NEW WATER MAINS 6/28/2( 1 1ST SUBMITTAL CORRECTIONS DJL 9/23/25 SURVEYED: SY OTHERS SCALE: 2 2ND SUBMITTAL CORRECTIONS DJL 4 20 26 DE DESIGNED: DAN/EL ✓. LARSON, P.E. 3 95% CD'S DJL 5/15/26 4 3RD SUBMITTAL CORRECTIONS DJL 5/26/26 DRAWN:CHUCK FEML/NG ONE INCH CHECKED: KATIE LANE, E.l. T. AT FULL SCALE SCALE NOT ONE INCH ACCORDINGLY NO. REVISION BY DATE APPR APPROVED: DAN/EL ✓. LARSON, P.E. Martin P-0, DATE n,Mi� worms Aem�mso-m VERTICAL• NAVD 1988 HORIZONTAL- NAD 1983/1991 DATUM TESTING CONNECTION POLYPIG STATION PER STD PLAN 300.7 - (1) VERTICAL CROSS (MJxFL) (1) BLIND FLANGE ON TOP WITH 2" TAP AND 2" PLUG (1) BLIND FLANGE ON BOTTOM (1) PLUG (MJ) WITH 2" TAP AND TEMPORARY BLOW -OFF ASSEMBLY WITH TEMPORARY THRUST BLOCKING 10'± EXISTING WATER MAIN TEMPORARY BLOCKING EXISTING TEE, CAP, PLUG, OR DEAD END LINE, DO NOT DISTURB BLOCKING CITY OF RENTON (D Planning/Building/Public Works Dept. PUBLIC WORKS DEPARTMENT FINAL CONNECTION NEW DI WATER MAIN iDn N) COMPLETION OF POLYPIGGING, HYDROSTATIC TESTING, DISINFECTION, REMOVE TEMPORARY THRUST BLOCKING TEMPORARY BLOW -OFF ASSEMBLIES CONNECTION (BY CITY FORCES) SPOOL )NG BODY DI SLEEVE (MJ) 0Oo :NEW DI WATER MAIN DIY ° ° NOTES: 1. ALL CONNECTIONS TO EXISTING WATER MAINS WILL BE CONDUCTED BY CITY FORCES AS SPECIFIED IN SECTION 5-14.2 OF THE CITY OF RENTON WATER UTILITY CONSTRUCTION STANDARDS 2. LONG BODY DI SLEEVE FOR CONNECTION FROM DI TO DI PIPE AND FROM DI TO CI PIPE WITH SAME OUTSIDE DIAMETER 3. LONG BARREL COUPLING FOR CONNECTION FROM DI TO CI PIPE WITH DIFFERENT O.D. AND FROM DI TO AC OR TO STEEL PIPE STD. PLAN - 300.4 CONNECTION TO WATER MAIN EXISTING TEE OR END LINE CAP DATE O N v O O O O �q ?�•oF'wq'sy�yso CIVIL ENGINEERING �• P `' �� LANDSCAPE ARCHITECTURE PLANNING 'Con o'• 21018929 '� DESIGN SURVEYING 1 ;P;�C/STE9; Fss/ONAL ENG\ 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 /2(o 5o W-427509 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING yqi 06/09/2026 Lmm W 17 I\ aDOAB�IULER UTILITY , 7 GAFOUR 06/09/2026 !(ENNYDALE GA TEWA Y DATE 5115126 Q 1310, 1321 & 1331 NE 43RD ST, RENTON, WA 98056 FIELDBOOK: O PAGE DRAWING NO: C5.33 Z WA TER DETAILS SHEET ° 46 OF, 48 Tal W W V ,14 Z w Z J M � w B Or O " a--------- -- -- -- ----- -- --- 6" MIN 12" G M K I ,_1 24" I MIN MIN j O j C 0 O I I v L 'i I I L 6t 12" 1 6tt e a MIN MIN I MI a I I L' I �CD CD� I a+-abi; 12„ `aa A I M 4 d NOTES: 1. WHERE PIV IS LOCATED INSIDE THE VAULT, THE VA T LID SHALL BE C E DRILLED WITH LINK SEAL OR GROUT TO SEAL THE PIPE PENETRATION. ALTERNATIVE PIV LOCATION SHALL B PPROVED BY E FIRE MARSHAL. 2. MINIMUM CLEARANCE OF 6" SHALL BE MAINTAINED B EEN V ES, FITTINGS, AND VAULT WALL. 3. ALL PIPE JOINTS SHALL BE RESTRAINED AND CONCRETE BL KI IS REQUIRED AT CHANGES IN DIRECTION. 4. CORE DRILL (O.D. +2") CONCRETE VAULT IF KNOCK -OUTS AR OT PROVIDED. MATERIALS OA BACKFLOW ASSEMBLY DCDA PER STD PLAN 350.3, SITIONED ITHIN ACCESS HATCH TO ALLOW FOR VERTICAL REMOVAL OB PIPE CLASS 53 DI PIPE (PExFL FLxFL) © POST INDICATOR VALVE PIV BETWEEN LAST V E ON BACKFLOW ASS BLY AND FDC, IN ONE OF TWO POSITIONS SHOWN OD TEE TEE (FLxFL) OE ADAPTER ADAPTER (FLxM OF BEND 90° BEND (F L) GO VALVE CHECK VA E (FLxFL) OFIRE DEPARTMENT FDC PE RFA REQUIREMENTS, LOCATED DOWNSTREAM OF B KFLOW ASSEMBLY, INSTALLED ON THE SIDE CONNECTION OFT VAULT WITH THE LARGEST AVAILABLE SPACE AS SHOW OI CONCRETE VAULT OL ASTLE PRECAST VAULT OR EQUAL, SIZED TO ACCOMMODATE C, PIV, AND CHECK VALVE INSIDE THE V LT AND MAINTAIN REQUIRED MINIMUM CLEARANCES JO ACCESS HATCH WO LOCKING HINGED ALUMINUM DOORS, TRAFFIC -RATED, WITH SLIP SISTANT TREATMENT, MARKED "WATER", LW PRODUCTS OR EQUAL OK LADDER GALVANIZED STEEL LADDER SECURED TO VAULT PER STD PLAN 370.5 OL WALL FLANGE MIDSPAN PIPE RESTRAINT WITH CONCRETE BLOCKING PER STD PLAN 370.4, SEA IPE PENETRATIONS WITH WATER -TIGHT GROUT MO PIPE PENETR ION SEAL PIPE PENETRATION WITH WATER -TIGHT GROUT ON DRAIN FLOOR DRAIN, MINIMUM 6" PVC, SLOPED TO STORM SEWER OR DAYLIGHT TO DRAWNA ITCH WITH WIRE MESH RODENT SCREEN AT DRAIN OUTLET, SEAL PIPE PENETRATION WITH WATER -TIGHT UT OO BLO NG CONCRETE BLOCKING PER STD PLAN 330.1 FDC AND CHECK VALVE STD. PLAN-3 .3 .+ PUBLIC WORKS APPROVED: DEPARTMENT ROUTED THROUGH BACKFLOW ASSEMBLY VAULT \.12 Martln Pasmcha 900 BEND CAP / PLUG TEE 450 BEND C 22 Y20 BEND 11 %4* BEND MINIMUM BEARING AREA AGAINST UNDISTURBED SOIL (SF) SIZE PE PRESSURE O O O O T (PSI) 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) 8tt 200 7/(5) 5/(3) 4/(3) 2/(2) 1A1) 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" 200 64/(43) 46/(30) 35/(23) 18/(12) 9/(6) * VALUES BASED ON SAFE BEARING LOAD OF 2,000/(3,000) PSF SOIL TYPE SAFE BEARING LOAD (PSF MUCK OR PEAT 0 SOFT CLAY 1,000 SAND 2,000 SAND AND GRAVEL 3,000 CEMENTED WITH CLAY 4,000 HARD SHALE 10,000 NOTES: 1. MINIMUM BEARING AREA MUST BE ADJUSTED FOR PIPE SIZE, PRESSURE, AND SOIL CONDITIONS. 2. FITTINGS SHALL BE POLYWRAPPED PRIOR TO POURING CONCRETE BLOCKING. 3. CONCRETE BLOCKING SHALL BE CAST IN PLACE AND SHALL HAVE A MINIMUM OF 0.25 SF BEARING AREA AGAINST THE FITTING. 4. CONCRETE BLOCKING SHALL BEAR AGAINST FITTINGS ONLY AND SHALL BE CLEAR OF JOINTS TO PERMIT TAKING UP OR DISMANTLING JOINT. 5. CONTRACTOR SHALL INSTALL BLOCKING ADEQUATE TO WITHSTAND FULL HYDROSTATIC TEST PRESSURE AS WELL AS TO CONTINUOUSLY WITHSTAND OPERATING PRESSURE UNDER ALL CONDITIONS OF SERVICE. 6. ALL CONCRETE SHALL BE MECHANICALLY MIXED. JOB SITE MIXING, HAND -MIXED CONCRETE, AND MOBILE CONCRETE MIXERS ARE NOT ALLOWED. 7. IN MUCK OR PEAT, ALL THRUSTS SHALL BE RESTRAINED BY PILES OR TIE RODS TO SOLID FOUNDATION OR MUCK OR PEAT SHALL BE REMOVED AND REPLACED WITH BALLAST OF SUFFICIENT STABILITY TO RESISTTHRUST. 8. CONCRETE BLOCKING SHALL BE LEFT OPEN OR SHEETED FOR MINIMUM 24 HOURS. STD. PLAN - 330.1 • PUBLIC WORKS CONCRETE BLOCKING APPROVED: DEPARTMENT FOR HORIZONTAL FITTINGS 6/28/2023 Mar"n vaamma DATE Public Worts aEminisVator CUT 3LOCK FILL T MIN RADIUS UNOBSTRUCTED WORKING AREA AROUND OUTSIDE OF FIRE HYDRANT :TE SHEAR BLOCK NOTE: 4'x4'x6" CONCRETE SHEAR BLOCK AROUND FIRE HYDRANT WITH EXPANSION JOINT AT BACK OF SIDEWALK, FINISH TO MATCH SIDEWALK, ALL CONCRETE SHALL BE MINIMUM 3,000 PSI AND SHALL BE MECHANICALLY MIXED - JOB SITE MIXING, HAND -MIXED CONCRETE, AND MOBILE CONCRETE MIXERS ARE NOT ALLOWED. PUBLIC WORKS FIRE HYDRANT ASSEMBLY DEPARTMENT SHEAR BLOCK F UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG! 811 STD. PLAN - 310.2 DATE 1 1ST SUBMITTAL CORRECTIONS DJL 2 2ND SUBMITTAL CORRECTIONS DJL 3 95% CD'S DJL 4 3RD SUBMITTAL CORRECTIONS DJL " REVISION M. E MATERIALS VALVE BOX AND LID SECTION A -A MAIN TWO-PIECE VALVE BOX WITH REGULAR BASE SECTION TO FIT AND STANDARD 8" OA VALVE BOX TOP SECTION, OLYMPIC FOUNDRY INC 940 OR RICH #045 (NON -LOCKING) COVER TO MATCH VALVE BOX MANUFACTURER, TO READ "WATER", OB VALVE BOX LID WITH EARS IN DIRECTION OF WATER MAIN 8" THICK HMA FOR VALVE IN PAVED OC HMA COLLAR AREA OR 3'x3'x6" CONCRETE PAD IN UNPAVED AREA OOPERATING SEE DETAIL, THIS SHEET NUT EXTENSION WHITE MARKER POST WITH ANCHOR BARB AND BLUE LABEL TO READ OE MARKER POST "WATER", CARSONITE UTILITY MARKER CRM3-066-08 OR EQUAL VALVE OPERATING NUT EXTENSION 2" SQUARE OPERATING NUT 41/4" DIAMETER 1/B" MIN THICKNESS METER STEEL, I AS REQUIRED y/ 78 rvury Inll,nrvr3J J 21/4' INSIDE MEASUREMENT 21/4' DEPTH NOTES: 1. EXTENSIONS ARE REQUIRED WHEN VALVE NUT IS MORE THAN 3' BELOW FINISHED GRADE. EXTENSIONS ARE TO BE A MINIMUM OF 1' LONG. ONLY ONE EXTENSION TO BE USED PER VALVE. 2. ALL EXTENSIONS ARE TO BE MADE OF STEEL, SIZED AS NOTED, WITH ANTICORROSION COATING CONFORMING TO AWWA C210 VALVE MARKER POST 24" NOTES 1. VALVE MARKER POST TO BE USED FOR ALL MAIN LINE VALVES OUTSIDE PAVED AREAS. 2. DISTANCE TO VALVE SHALL BE NEATLY STENCILED ON THE POST WITH 2" NUMERALS. VALVE BOX STD. PLAN - 330.7 PUBLIC WORKS , APPROVED: DEPARTMENT OPERATING NUT EXTENSION, AND MARKER POST 6/28/2023 Martln PasWcha 19 DATE Pabllc Works Atlministratar TO CITY METER STACKED METER SECTION 6" MIN. FREE BOXES DRAINING GRAVEL NOTES: 1. ALL DOUBLE CHECK VALVE ASSEMBLIES (DCVA's) MUST BE LISTED ON LATEST LIST OF "BACKFLOW PREVENTION ASSEMBLIES APPROVED FOR INSTALLATION IN WASHINGTON STATE", PUBLISHED BY STATE OF WASHINGTON DEPARTMENT OF HEALTH. 2. THE OWNER/APPLICANT MUST OBTAIN A SEPARATE CITY OF RENTON PLUMBING PERMIT FOR THE INSPECTION OF THE INSTALLATION OF THE DCVA AND PIPING. THE OWNER SHALL FURNISH, INSTALL AND MAINTAIN THE DCVA AND ALL PIPING AND APPURTENANCES SHOWN ON THIS PLAN. 3. THE DCVA MUST BE TESTED BY A STATE CERTIFIED BACKFLOW ASSEMBLY TESTER AFTER ITS INITIAL INSTALLATION, AFTER REPAIRS AND ANNUALLY THEREAFTER AT OWNER'S EXPENSE. A COPY OF THE TEST REPORT SHALL BE SENT OR FAXED TO CITY OF RENTON WATER UTILITY ENGINEERING DEPT, ATTN: WATER UTILITY CROSS -CONNECTION CONTROL SPECIALIST, FAX NO. 425-430-7241. 4. DCVA AND METER BOX SHALL BE LOCATED ON PRIVATE PROPERTY AND AS NEAR AS POSSIBLE TO THE WATER METER. Y 3'4' TO 2" DOUBLE CHECK VALVE STD. PLAN - 340.8 a + PUBLIC WORKS ASSEMBLY FOR IRRIGATION OR DEPARTMENT RESIDENTIAL FIRE SPRINKLER MARCH 2O10 123/25 SURVEYED: SY OTHERS SCALE: 20 26 DESIGNED: DANIEL J LARSON, /15/26 P.E. P.E. ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL NAD 1983/1991 DATUM CITY OWNED AND MAINTAINED PRIVATELY OWNED AND MAINTAINED MAXIMUM PIPE LENGTH FROM PROPERTY LINE TO DDCVA MUST NOT EXCEED 50 FEET ® 4 CONCRETE BOLLARDS i 02 03 • --.'� p3 10 � - FT. MAX. I� a tvW z � z } z U � W W a f W o a W a 13 12 11 MUST BE INSTALLED IMMEDIATELY AFTER PIPE P PIPE PENETRATION THROUGH BUILDING FLOOR SLAB. ROOM IN WHICH DDCVA IS LOCATED SHALL: A. HAVE FLOOR DRAIN CONNECTED TO THE SANITARY SEWER SYSTEM. B. HAVE A HEATING SYSTEM (40' F MIN. TEMP.) NO HEAT TAPE C. NOT BE USED FOR STORAGE AROUND THE DDCVA D. HAVE CLEARLY DELINEATED ACCESS WAYS TO DDCVA AND PIVs. A RIGHT -OF -ENTRY AGREEMENT MUST BE GRANTED TO THE CITY OF RENTON FOR INSPECTION OF THE DDCVA AND METER. SEPARATE FIRE SPRINKLER PLANS INCLUDING INSTALLATION OF DDCVA MUST BE SUBMITTED TO RENTON REGIONAL FIRE AUTHORITY FOR REVIEW AND APPROVAL. A SEPARATE FIRE SPRINKLER PERMIT IS REQUIRED. BUILDING WALL 1. MAIN LINE TEE (MJ x FL) WITH CONCRETE BLOCKING (WATER MAIN LOCATED IN EASEMENT ON PRIVATE PROPERTY SHALL NOT BE MORE THAN 50 FEET TO BUILDING) 2. BRANCH VALVE (FL x MJ) WITH VALVE BOX AND COVER LL 3. CLASS 52 DUCTILE IRON PIPE (4 INCH MINIMUM) ALL PIPE AND X FITTINGS SHALL BE RESTRAINED WITH SHACKLE RODS AND CONCRETE - a m THRUST BLOCKS PER NFPA AND AWWA STANDARDS. 4. POST -INDICATOR VALVE (MJ) WITH TAMPER SNATCH n 5. 2-90• BENDS (FL x FL) WITH FLANGED DUCTILE IRON PIPE SPOOL 6. 18" LONG SPOOL (FL x PE) PERIMETERS OF MINIMUM CLEARANCES TO BE PAINTED ON FLOOR IN WHITE ENAMEL PAINT STRIPE, WITH 2 INCH STENCILED BLACK LETTERS TO SAY: "DO NOT BLOCK ACCESS" 7. FLANGE COUPLING ADAPTOR FINISH FLOOR LEVEL \ 8. APPROVED DDCVA ON MAIN LINE IN HORIZONTAL POSITION ONLY. (PER LATEST DEPT. OF HEALTH APPROVED LIST OF BACKFLOW PREVENTION ELEVATION VIEW OF DDCVA DEVICES) BOTTOM OF DDCVA SHALL BE A MINIMUM OF 24 INCH ABOVE FLOOR LEVEL AND NOT HIGHER THAN 3 FEET MAXIMUM. INSTALL 3 CONCRETE PADS OR ADJUSTABLE PIPE SUPPORT COLUMNS UNDER DDCVA ADJUSTABLE STEEL PIPE SUPPORT, 9. O.S & Y VALVES TO BE RESILIENT SEATED WITH TAMPER SWITCHES. STANCHIONS BOLTED TO FLOOR. ADD WIRING IN ACCORDANCE WITH L & I 10. METERED 3/4 INCH BY-PASS DCVA - BY-PASS METER SHALL BE A 3/4 INCH "SENSUS-ECR" SR POSITIVE DISPLACEMENT METER EQUIPPED ICE REGISTER WITH A REMOTE READ SENSOR PLATE MOUNTED ON THE OUTSIDE OF THE BUILDING WALL (WALL MOUNT TYPE). 11. SWING TYPE GRAVITY CHECK VALVE, FLANGE WITH BALL DRIP IN VAULT OR OUTSIDE BUILDING 12. 4"x 4" x 6" BULL, ELBOW, THREADED 13. UL LISTED FIRE DEPT. CONNECTION, UL LISTED BREAK AWAY CAPS, LOCATE WITHIN 50 FEET MAXIMUM OF A PUBLIC FIRE HYDRANT. AFTER FIELD INSTALLATION, MAIN DDCVA AND BY-PASS DCVA MUST BE TESTED SATISFACTORILY BY A DEPARTMENT OF HEALTH CERTIFIED BACKFLOW ASSEMBLY TESTER. TEST REPORT MUST BE SUBMITTED TO CITY OF RENTON WATER UTILITY ENGINEERING DEPARTMENT PRIOR TO ACTIVATION OF NEW LINE. INSTALL BRASS Y4" FLARE TEST COCKS WITH Y4' FLARE CAPS. � Y INSIDE BUILDING INSTALL FOR 3" AND APPROVED: STD. PLAN -360.5 PUBLIC WORKS DEPARTMENT LARGER DETECTOR DOUBLE CHECK p VALVE ASSEMBLY 6/28/2023 FAr �0 Ma nPazN ha r V Padmwar�aamininramr DATE CITY OF lf��%R] RENTON VASsiv Planning/Building/Public Works Dept. N N j Lq ��•oF'wAsy14.0 CIVIL ENGINEERING �•P .6-3 .1, LANDSCAPE ARCHITECTURE PLANNING -o'•, ,p 21018929 '� DESIGN SURVEYING �0A.FG/STER�c k. FSS�ONAL ENGN� 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 512(o12(o W-427510 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING yqi 06i09i2026 Ar IL lW WATER UTILITY �' ABDOUL GAFOUR 06/09/2026 KENNYDALE GATEWAY �"� 5115126 Q 1310,1321 & 1331 NE 43RD ST, RENTON, WA 98056 FIELDBOOK: O PAGE: DRAWING NO: C5.34 Z WA TER DETAILS SHEET: 47 OF. 48 1 �