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Home My WebLink AboutzW-4388set00 00 N i E TRANS TION i' CLF/6' TEEL L `-" I V LI I V VI I_L_JL 1.3-WAY 6' CLF INTERSECTION STA: 11 +39.31, 0.00' 1-45° 10" BEND (MJ) 1-CONC. THRUST BLOCK 391.52' INTERSTATE 405 CONNECT TO EXISTING 10" WATER WITH 10" SLEEVE (MJ) BY CITY FORCES 6' CLF ANGLE POINT BEARS N53°23'W, 1.3' FRSD4-eA-LZULATE D LOT CORNER 8' CLF Elvin OGnpc 9 n, rpOM CALCULATED LOT tEXISTING FIRE `;,F HYDRANT L-6 CLF 1 •m N GRAPHIC SCALE 0 10 20 40 1" = 20 FEET BASIS OF BEARING F Q HELD COMPUTED NAD 83/91, WASHINGTON STATE PLANE, NORTH ZONE, GRID BEARING OF 8'/6' CLF INTERSE, NORTH 89°43'16" WEST BETWEEN A MONUMENT FOUND AT THE BEARS S26°55'w, INTERSECTION OF LIND AVE. SW AND SW 16TH ST., BEING CITY OF CLF CALCULATED LOT i RENTON CONTROL ID. 1895, TO A MONUMENT FOUND ON ALONG THE NORTHERLY MARGIN OF SW 16TH ST. AT A BRIDGE CROSSING OF SPRINGBROOK CREEK, BEING CITY OF RENTON CONTROL ID. 1891, RESPECTIVELY. HORIZONTAL DATUM NAD 83/91, WASHINGTON STATE PLANE, NORTH ZONE, AS DEFINED BY THE CITY OF RENTON PUBLISHED HORIZONTAL CONTROL NETWORK UNIT OF MEASUREMENT IS U.S. SURVEY FEET ALL DISTANCES SHOWN ARE GROUND A COMBINED GRID SCALE FACTOR OF 0.999987504615 (GRID TO GROUND) 6' CLF WAS HELD AT CITY OF RENTON CONTROL ID. 1895 STORMWATER DETENTION POND VERTICAL DATUM NAVD 88 (AS DEFINED BY THE PUBLISHED CITY OF RENTON VERTICAL BENCHMARK NETWORK) (NGS2018 GEOID - USED) 25 1 1 25 20 EXISTING 10" WATER MAIN, CONTRACTOR TO POTHOLE AND VERIFY DEPTH PRIOR TO CONSTRUCTION. 0 a- rn Know what's below. Call before you dig. STA: 10+23.32 10"x4" TEE (MJxFL) 4" GATE VALVE (F.LxMJ) 10" GATE VALVE (MJxMJ) 1-CONC. THRUST BLOCK STA: 10+41.46 CONNECT TO EXISTING 1-90° 10" BEND (MJ) 1-CONC. THRUST BLOCK 8" STORM CROSSING 15MIN L 18 LF 10" DI CL52 5 LF 10" DI CL52 15 EXISTING GRADE AT WATER CENTERLINE FINISHED GRADE AT WATER CENTERLINE 14 Ln r (0 rn In U) 00 r L r US r r : N j N N N N N N W 1 W W L_ W 10+00 10+50 WATER PROFILE SCALE: H:1 "=20', V:1 "=2' �VO� �g IVASN j�� SSIONAL ��G 05/15/2026 STA: 11 +29.25 1-45° 10" BEND (MJ) 1-CONG. THRUST BLOCK FINISHED GRADE AT WATER CENTERLINE STA: 14+00.49 CONNECT TO EXISTING 1-90° 10" BEND (MJ) 1-CONC. THRUST BLOCK — — — — —{— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- — —[EXISTING — — — — EXISTING GRADE AT WATER CENTERLINE 8" S ORM CRO SING 10 LF 10" DI CL52 STA: 11 +39.31 1-45° 10" BEND (MJ) 1-CONC. THRUST BLOCK 88 LF 10" DI CL52 168 LF 10" DI CL52 STA: 13+07.56 1-90° 10" BEND (MJ) 1-10" GATE VALVE (MJxMJ) 1-CONC. THRUST BLOCK 1.5'IMIN 6" STORM CROSSING 93 LF 10" DI CL52 In 't r\ r O� u) M CD r\ N r\ CD r\ r\ O CD ti CD M U� ORIq � Ln Lq r r r r r r r r r r r N N N N N N N N N— N— N N N N N N N N N N N N W U_ W W LL W LL W LL W LL W U_ W U_ W U_ W U_ W U_ 11+00 11+50 12+00 12+50 13+00 13+50 T A C O M A S E A T T L E S P O K A N E T R I- C I T I E S 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB U') r L rq N N W � 5LF10"DIC WATER UTILITY NOTE ALL WATER FITTINGS AND VALVES WITH MECHANICAL JOINT (MJ) END (S) SHALL HAVE A WEDGE -TYPE RETRAINER GLAND EQUAL TO MEGALUG SERIES 110 20 EXISTING 10" WATER MAIN, CONTRACTOR TO POTHOLE AND VERIFY DEPTH PRIOR TO I CONSTRUCTION. 15 14 r r r r r N N N N W LL W LL 14+00 14+10.49 00 co N u �, T T O O O I Ln N J Lid N W-438801 L 00 00 C'0 N i z �a �n L oU) Q� U � > w U � o� �� 00 O 00 � O N N N N N � O D N d 0 a U- r --� FIRE SYSTEM ENLARGEMENT Know what's below. Call before you d .� ��'GISTEg�9 � S ONAL 05/15/2026 T A C O M A S P O K A N E S E A T T L E T R I- C I T I E S 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB Y OF RENTON INANCE4942� JED STREET) _W- W_- SS SS FIRE PROTECTION NOTES THE FIRE PROTECTION SYSTEM INCLUDING MATERIALS, SIZING, AND CONFIGURATION IS SUBJECT TO A CONTRACTOR PROVIDED DESIGN BY A FIRE PROTECTION ENGINEER, AND AS SUCH, THE FINAL DESIGN OF THE FIRE PROTECTION SYSTEM, INCLUDING HYDRANT LOCATIONS, MAY DEVIATE FROM THE SYSTEM SHOWN. THE FINAL DESIGN SHALL BE SUBMITTED TO AND APPROVED BY THE FIRE MARSHALL. CONTRACTOR'S BID SHALL REFLECT THE CONDITIONS OF THE FIRE PROTECTION ENGINEER'S DESIGN. CONTRACTOR SHALL COMPLY WITH ALL NATIONAL FIRE PROTECTION ASSOCIATION REQUIREMENTS AS SET FORTH BY "NFPA 13", ITS AMENDMENTS, AND LOCAL REQUIREMENTS, INCLUDING BUT NOT LIMITED TO ACQUISITION OF ALL PERMITS. FIRE SPRINKLER NOTE WHERE THE UNDERGROUND WATER SUPPLY TEES OFF TO SERVE ONLY A FIRE SPRINKLER SYSTEM, A SEPARATE DETAILED PLAN MUST BE SUBMITTED AND APPROVED BY THE FIRE MARSHAL PRIOR TO INSTALLATION. ALL WORK ON THE UNDERGROUND PORTIONS OF FIRE PROTECTION SPRINKLER SYSTEMS AND/OR FIRE MAIN FOR HYDRANT PLACEMENT MUST BE INSTALLED AND CERTIFIED BY A LICENSED CONTRACTOR WHO HAS ACHIEVED A STATE LEVEL CERTIFICATION. SUBCONTRACTING OF SUCH WORK TO PERSONS OR FIRMS NOT CURRENTLY LICENSED AS A FIRE PROTECTION SPRINKLER SYSTEM CONTRACTOR IS PROHIBITED UNDER WAC 212-80. EXISTING FIRE SPRINKLER NOTE EXISTING FIRE SPRINKLER TO BE MAINTAINED UNTIL NEW FIRE SYSTEM IS OPERATIONAL. CONTRACTOR TO COORDINATE SEQUENCING WITH RRFA AND COR WATER UTILITY DURING DEMOLITIONS AND VERTICAL CONSTRUCTION. 00 co co C) O co N A, u T r\ T C) C) C) 6 N a J H • H Lid N n W-438802 00 1 N MAIN FINISHED GRADE 9" TO 1211 -TT.� —_• 241 ' TO 4117 A. 12 4. J/ — LOOP DOWN TO CENTERLINE OF WATER MAIN TO PROVIDE SLACK IN SERVICE LINE TO METER MATERIALS A I CORPORATION STOP t IS I TUSINO ( C METER 5 TTER I, D WATER METER E METER BOIL I. F I COUPLER AND PLUG f G I GRAVEL cc LU 0 a� a IN UNIMPROVED ROW, INSTALL METER BOX AT PROPERTY LIME WITH 1" COPPER TAILPIECE SIDEWALK 4,1 CITY PRIVATE CL 2 -" — —4— °L PIP1NG P1PING 12" 21" TO 30Ir i" BALL CORPORAnON STOP WITH SA ILL VALVE, AWWA TAPERED THRM (CC) INLET, QUICK JOINT OUTLET, FORD F 8 1000 -4-Q- N L OR A.Y. MCDCNALE) 74701BQ I"I TYPE `X" SOFT COPPER TUBING 1" SETTER, QUICK JOINT INLET AND OUTLET, PADLOCK WINGS ON INLET ANGLE BALL VALVE, 5PNGLE CHECK VALVE ON OUTLET, FORD VBH74-15W- 4-44-Q-NL, A.Y. MCOO NAL0 721,415VVCQQ 44, 0R MUELLER B-24701-6AN, INSTALL CENTERED AND SQUARED IN METER BOX, PROVIDE A DAPTERS FQR 5/8"X3141r METERS A I WATER METER WITH RADIO AND BATTERY UNIT, TO BE PROVIDED BY THE CITY DIETER BOX, ARMORCAST A6001946PCXI&, WITH METER BOX LID, ARMORCAST A6001969RCI-H7, TO READ "RENTON WATER" COUPLER {PACT{ JOINT x PACK JOINT), FORD C4#-4#-Q-NL, WITH 1" GALVANIZED PLUG IF SERVICE LINE TO PROPERTY IS TO BE INSTALLED IN THE FUTURE 1 14" WASHED GRAVEL PUBLIC WORKS DEPARTMENT 1 INCH WATER SE NOT TO SCALE Know what's below. Call before you dig. STD. PLAN - 320.1 :ARPRovEb: I" WATER SERVICE r ry .y wurnkt r.k�,lth. DATE Iruhl� �vru �m.lrti.o-,t. RVICE �+ T . kr �VO� 0g WASN,, 0� llr-" a- o-k �SSIONAL ��G 05/15/2026 T A C O M A S E A T T L E S P O K A N E T R I- C I T I E S 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB UJ z =a cc Uj a 4R `B T MIN � � C A. 12" MIN I II F I � 2"- FINISHED GRADE 4 Np Ttl 6" MIN 24 MIN N TO OWNER'S ELECTRICAL PANEL SERVICE I — SERVICE FROM METERTlI I TO BUILDING NOTES: 1. THE RPBA MUST BE LISTED 0NTHE LATEST VER51ON OF "BAIKFLOW ASS EMBLIESAPPROVE D FOR INSTAI`LATION IN WASH IIVGTON STATE", PUBLISHED BY THE STATE OF WASHINGTON DEPARTMENT OF HEALTH, 2- TH E RR8A MUST BE TESTED BY A WASHINGTON 5TAT'E CERTIFIED B-ACKFLOW ASSEMBLY TESTER UPON INSTALLATION] AND ANNUALLY THEREAFTER. ASSEMBLY TO BE MAINTAINED BY PROPERTY OWNER. A COPY OF THE TEST REPORT SHALL BE SENT TO THE CITY OF RENTON WATER UTILTfY CROSS CONNEC PON CONTROL SPECIALIST, FAX 425-430-7207, EMAIL BACKFLOW11@RENTONWA.GOV. 3. RPBA AND ENCLOSURE $HALL BE LOCATES} ON PRIVATE PROPERTY AND AS NEAR AS POSSIBLE TO THE WATER METER. MATERIA" REDUCED PRESSURE LINE -SIZED WASHINGTON STATE -APPROVED RPBA WITH TWO (2) RESILIENT -SEATED SHUT-OFF VALVES AND (A I FOUR (4) RESILIENT -SEATED TEST COCKS. RPBA SHALL BE INSTALLED CENTERED IN THE HEATED ENCLOSURE BACKFLOW ASSEMBLYFOUR MINIMUM 3" CLEARANCE IN ALL DIRECTIONS ( B PIPE AND FITTINGS SIZE AND MATERIALS AS REQUIRED PER UPC REQUIREMENTS I C ELECTRICAL OUTLET 120•VOLT OUTDOOR ELECTRICAL OUTLET W TH COVER, INSTALL HEATTAPE FOR FREEZE PROTECTION I D ELECTRICAL CONDUIT RIGID CONDUIT PER ELFC fRICAL PERMIT REQUIREMENTS f E ENCLOSURE INSULATED ENCLOSURE SIZE TO FIT RPBA, AS SE 1D60 CERTIFIED, SAFE-T-COVER OR EQUAL P DRAIN ENCLOSURE DRAIN SIZED IN ACCORDANCE WITH AWWA CROSS CONNECTION CONTROL MANUAL STANDARDS: 51" RPBA = 3" DRAIN, 11-j" & 2" RPBA = 4" DRAIN f G CONCRETE SLAB CONCRFTE SLAB S17ED TO FIT RPBA AND ENCLOSURE PER MANUFACTURER H BQLT5 3/8"X4" ANCHOR BOLTS PER MANUFACTURER I GRAVEL 1 '.�" WASHED GRAVEL 3 4" TO 2" RPBA STD. PLAN -360.1 �� Pl1BLIC WORKAPPROVE[)! HEATED ENCLOSURE INSTALLATION �—Utl(-- 812023 DOMESTIC AND IRRIGATION SERVICES rd,L-" o,,,E 0.75 INCH TO 2 INCH RPBA CITY OWNED AND MAINTAINED PRIVATELY OWNED AND MAINTAINED BUILDING WALL MAXIMUM PIPE LENGTH FROM PROPERTY LINE TO DDCVA MUST NOT EXCEED 50 FEET 0 ® 4 CONCRETE BOLLARDS z • 03 10 N 0 • • FT. MAX. 6 O5 13 12 11 DDCVA MUST BE INSTALLED IMMEDIATELY AFTER PIPE PENETRATION THROUGH BUILDING FLOOR SLAB. WT#� 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. 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 3. CLASS 52 DUCTILE IRON PIPE (4 INCH MINIMUM) ALL PIPE AND FITTINGS SHALL BE RESTRAINED WITH SHACKLE RODS AND CONCRETE THRUST BLOCKS PER NFPA AND AWWA STANDARDS. 4. POST —INDICATOR VALVE (MJ) WITH TAMPER SWITCH 5. 2-90' BENDS (FL x FL) WITH FLANGED DUCTILE IRON PIPE SPOOL 6. 18" LONG SPOOL (FL x PE) 7. FLANGE COUPLING ADAPTOR 8. APPROVED DDCVA ON MAIN LINE IN HORIZONTAL POSITION ONLY. (PER LATEST DEPT. OF HEALTH APPROVED LIST OF BACKFLOW PREVENTION 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 9. O.S & Y VALVES TO BE RESILIENT SEATED WITH TAMPER SWITCHES. ADD WIRING IN ACCORDANcE WITH L & I 10. METERED 3/4INCH 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. O O9 to rn w IS 10 0 ® Y I o J J O m F 3 Z O o Z 4 INCH 0 0 >- 48 INCH o w M Y w w � z W z 9 F r m N o � w W J � Y ON 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" STANCHIONS BOLTED TO FLOOR. U*tv� PUBLIC WORKSINSIDE BUILDING INSTALL FOR 3" AND DEPARTMENT LARGER DETECTOR DOUBLE CHECK VALVE ASSEMBLY STD. PLAN -360.5 LOVED: 6/28/2023 7astucha DATE N°rks Adm mi,trat°r REDUCED PRESSURE BACKFLOW ASSEMBLY NOT TO SCALE 00 O N LJ �� H • H L0 N W-438803 00 00 C'0 N ►! 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 BY THE 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. **Y(�), STD. PLAN - 300.0 PUBLIC WORKS WATER PLAN GENERAL NOTES DEPARTMENT MARCH 2O10 WATER PLAN GENERAL NOTES NOT TO SCALE 0 a- rn 3 T A C O M A S P O K A N E S E A T T L E T R I- C I T I E S TESTING CONNECTION POLYFIG STATION PER STD PLAN 300.7 (1) VERTICAL CROSS (MJXFL) {1} BLIND FLANGE ON TOP WITH 2" TAP AND 7" PLUG (1) BLIND FLANGE ON BOTTOM (1) PLUG (M1) WITH 2" TAP AND TEMPORARY BLOW -OFF ASSEMBLY WITH TEMPORARY THRUST BLOCKING 101i t � n EXISTING WATER MAIN u�o NEW DI WATER MAIN EXISTING TEE, CAP, PLUG, TEE ORARY BLOCKING OR DEAD END LINE, DO NOT DISTURB BLOCKING FINAL CONNECTION UPON COMPLETION OF POLYPIGGING. HYDROSTATIC TESTING, AND DISINFECTION, REMOVE TEMPORARY THRUST BLOCKING AND TEMPORARY BLOW -OFF ASSEMBLIES FINAL CONNECTION (BY CITY FORCES) (1) DI SPOOL �1) LONG BODY DI SLEEVE (MJ) NEW DI WATER MAIN NOTES: 1. ALL CONNECTIONS TO EXISTING WATER MAINS WILL BE CONDUCTED BY CI TY FORCES AS SPECIFIES] IN SECTION 5-14,2 OF THI 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 OI TO CI PIPE WITH DIFFERENT O.D. AND FROM DI TO AC OR TO STEEL PIPE STD. PLAN - 300.4 PUBLIC WORKS CONNECTION TO WATER MAIN APPROVED! DEPARTMENT I EXISTING TEE OR END LINE CAP I,_; _ I hl,hk aML. 1. MO. WM55-+hi1.+1V11'Y CONNECTION TO WATER MAIN EXISTING TEE OR END LINE CAP MW 2-1/2" FDC INLET WITH TWO-WAY FREE STANDING CHROME - LOCKING FDC CAPS PLATED FIRE DEPARTMENT CONNECTION MANUFACTURED BY WITH 1" MIN. HIGH LETTERS "AUTO SPKR" KNOX PRODUCTS 0 0 METAL ADDRESS PLATE WELDED ON POST OR ATTACHED BY U-BOLT AND CHAIN, 24" MIN. N ABOVE GRADE AND 1" MIN. HIGH LETTERS. M 18" X 18" X 8" CONC. BLOCK GRADE FIRE DEPARTMENT CONNECTION NOT TO SCALE u �, T T O O O N a D J N rr n Know what's below. Call before you d ��ONAL STEg 05/15/2026 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB W-438804 00 00 C'7 i N 9e° SEND CAP PLUG TEE 45° BIND 22 '2- BEND D 11 �4' BEND MINIMUM BEARING AREA AGAINST UNDISTURBED SOIL NSF) PIPE PRESSURE SIZE (PSI'' � - - 41p 2DO 2/(1) 1/(NONE) 1/(NCRE) NONE NONE 300 3A2) 2/(2) 2/11) 1/(1) 1/(1) NONE 3J(NONE) „ 200 4/(3) 3/12) 3/(1) 300 .6/(4) 4/(3) 3/{2) A1) 1/(NONE) a„ 20D 71(5) 5/13) 4/(3) 2/(2) 1/(Ii 300 11/(8) 8/15) 8A6) 0/(4) 61(4) 3/12) 3A2) 2/(1) 2/(1) - 200 11/0) 275 16/(11) 11/(7) 11/(8) RI(6) 90) 50 3/(2) 1'2" 200 161(11) 5A3) 3A2) 250 24/(16) I7/(11) 13/0) TA5) 41(3) 14" 200 22/(13) 26/(11) 121(8) 6/(4) 3/(2) 250 33/(22) 23/(1G) 18/(12) MIS) 5/(3) 16" 200 29/(191 21A14) 16/(11) 8/(6) 50 225 .32/(21) 36/(24) 23/(16] 26/(17) 17)(12) .. 20/(131 9/(6) 5/13)_ 5/(4) 1B" 200 101(7) 2QK 200 45/(29} 3.2/{21) 24/(16) 13/(8) 7/{4) 24" I 200 64/(431 1S/(12) 9/(6) 46/(30) 35/(23) * VALUES BASED ON SAFE BEARING LOAD OF 2,000/(3,00) PS SOIL TYPE SAFE BEARING LOAD (PSF E -- MUCK OR PFAT 0 SOFT CLAY 1,000 SAND 2,000 SAND AND GRAVEL 3,Do0 CEMENTED WITH CLAY 4,000 HARD SHALE 10,000 MOTES: 1. MINIMUM BEARING AREA MUST BE A DJ LISTED FOR PIPE SIZE, PRESSURE, AND SOIL CONDITIONS, 2. FITTING5 SMALL BE POLYWRAPPED PRIOR TO POURING CONCRETE BLOCKING, 3. CONCRETE BLOCKING SHALL BE CAST IN PLACE AND SHALL HAVE A MINIMUM OF 0.25 5F BEARING AREA AGAINST THE FITTING. 4. CONCRETE BLOCKING SHALL BEAR AGAINST FITTINGS ONLY AND SHALL BE CLEAR OF J01NITS TO PE RMIT TAKING UP 0R DISMANTLING JOINT. S. CONTRACTOR SHALL INSTALL BLOCKING ADEQUATE TO WITHSTAND FULL HYDROSTATIC TEST PRESSURE AS WELL AS TO CONTINUOUSLY ITHSTAN D OPERATING PRESSURE UNDER ALL CONDITIONS OF SERVICE, 6. ALLCONCRETE SHALL BE MECHANICALLY MIXED_ JOB SITE MIXING, HAND -MIXED CONCRETE, AND MOBILE CONCRETE MIXERS ARE r4OT ALLOWED. 7. [N MUCK OR PEAT, ALL THRUSTS SHALL BE RESTRAINED BY PILES OR TIE HODS TO SOLID FOUNDATION OR MUCK OR PEAT SHALL BE REMOVED AND REPLACED W1THH BALLAST OF SOPFIGIENT STABILJTY TO RESIST THRUST, 8. CONCRETE BLOCKING SHALL BE LEFT OPEN OR SHEETED FOR MINIMUM 24 HOURS, 111.4" AND 22 12 Q BENDS PIPE CLAMP AND ANCHORROD `i50 BEND PIVE CLAPAP AND ANCHORROD MINIMUM DIMENSIONS PIPE VOLUME ,� SIZE BEND (CF) A D L 111-4* 8 2.0' 1/41P 1.5' 4" 22 45' 11 2.2' 30 311, 11#' 6" 22ly CC 11 2.2' `e 2.0" 2yy.9' �25 p 8" 11 #' 16 2.5' 2.0' 22 47 3.6' 45' 123 32 5 V 3.2' 12" 11 ?I4* " 3,120 58 &5' 6.1' 3.0' 4.5- 2:32 2.5' 11 �141 70 4.1' v 30 1 V 22 1.,20 184 517' 45• 478 7.8' 2W 111 q• 91 4.5' 11 a 3.0' Z2 tt' 225 6A, 45' 560 8,2' 11 5.01 1 L4'° 315, 24" 221 2° 320 454 820 6.8' 1 4.5' 5.4' * D y ANCHOR ROD DIAMETER NOTES., 1, CONCRETE BLOCKING SIZES BASED ON 200 P51 HYDROSTATIC PRESSURE AND 3,000 F51 CONCRETE. 2- ALL CONCRETE SHALL BE MECHANICALLY MIXED- J013 SITE MIXING, HAND-WXED CONCRETE, AND MOBILE CONCRETE MIXER5 ARE NOT ALLOWED. 3. PIPE CLAMPS AND ANCHOR RODS SHALL BE INSTALLED PER STIR PLAN 330.4. 4. FITTINGS SHALL BE POLYWRAPPED AFTER INSTALLATION OF PIPE CLAMPS AND ANCHOR R005 PRIOR TO POURING CONCRETE BLOCKING. 5. WATER MAIN SHALL NOT BE PRESSURIZED UNTIL ALL TRENCHING WFrHIN 100' OF VERTICAL BEND IS BACKFILLED AND COMPACTED TO MINIMUM T COVER. 6. CONCRETE BLOCKING SHALL BE LEFT OPEN OR SHEETED FOR MINIMUM 24 HOURS. STO. PLAN - 330.1 PUBLIC WORKS CONCRETE BLOCKING ,aaRa°�E° _ � PUBLIC WORKS CONCRETE BLOCKING DEPARTMENT FOR HORIZONTAL FITTINGS ;_;�.' W512023 DEPARTMENT FOR VERTICAL FITTINGS " "`".`� Is)DATE r.r 4Ywlu /dnNrrrte HORIZONTAL CONCRETE BLOCKING VERTICAL CONCRETE BLOCK NOT TO SCALE 1� T. O pg �VASgj�� O 417x L Know what's below. �SSIONAL ��G Call before you dig. 05/15/2026 T A C O M A S E A T T L E S P O K A N E T R I- C I T I E S 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB NOT TO SCALE STD. PLAN - 330.2 AP1�17t]VED: �'�'�' Ri 6i tli• DATE WIFt 4JaYu /dn4itl�ahw ING J - METERED SACKFLOW ASSEMBLY (TO BE OBTAINED FROM CITY) (1) 21�" CONTROL VALVE (1) CQN5TRUCTION METED (1) RPBAz METER SUPPORT (BY CONITRACTORI NSF 61 SUPPLY H05E I TEMPORARY BLOCKINIG - HYDRANT Ohl EXISTING WATER MAIN TEMPORARY BLOW -OFF ASSEMBLY NEW DI WAT POLYNG STATION (1) VERTICAL CROSS (MJxFQ, 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 (IVU1 ON END OF CROSS WITH TEMPORARY THRUST BLOCKI NG NOTES, 1. THE SACKFLOW PREVE"ON ASSEMBLY AND 5UPPLY HOSE MUST BE DISCONNECTED DARING HY0905TATIC PRE55URE TESTING OF THE NEW WATER MAIN. 2. POLYPIC AND ALL DEBRIS SHALL BE REMOVED FROM SUMP OF VERTICAL CR05S VIA SANITARY METHOD PRIOR TO DISINFECTION OF NEW WATER MAIN. 3. U PON 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 OE ALL PIPES AND FITTINGS TO BE USED M FINAL CONNECTION MUST BE SWABBED OR SPRAYED WITH A 5-G% AVAILABLE CHLORINE SOLUTION, STD. PLAN - 300.7 PUBLIC WORKS APPROVED! W DEPARTMENT POLYPIGGING NEW WATER MAINS i7.ru! ..ma7i. DATE hbiciRwM/OnNMrrt� . POLYPIGGING NEW WATER MAINS 00 co co O co A, LJ W-438805 00 00 00 00 00 00 CIO IO CIO 6 CC� LL LU ......................................... ...... . .......... ............. . ....... .............. ...... .. ............... ON ... . ....... ----------- --- - - i., ............... ..... .... . ..................... .. . . .........• ..... ... ...... ---------- sNN ..... . ........................ . .......... ..... .. ....... . ....... ......................... ........... .......... V/C..9 ..................... .......... ........................ 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YOU . . . . . . . . . . 1:: DRIVEWAY . . . . . . . . . . . . . . . . . . . ..... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................ ...... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . .. . . . . . . . . . . . . ... .... .... ........ ..... ... ....... DIR-ECTIONS SIGN .... ........ ..... ......... ... **** .............. I,. � -;.; ........ . . . . . . . . . . . . . . . . ... ......................... ........ ............................... Elc ........ ....... . C, . ......... ..... ....... GE ... MAPLE cjc-- ...... ...... ....... ..... p....... . ... -d I * ... — . . . ........ . .... ....... BUILDING FINISH FLOOR . ............... ...... ............ CENTER OF DC ...... N I DOUBLE PED. D(31 .... ....... ELEV=22.03' NAVD 88 .... C U U L G. - ...................... E QC] ' C-6'CLF LASLM ........... ...... . .. .... PX0*tA4Wf0AGW�M0! WITH. RI.G H 1�T TIES ... ........ ................ AFK[*20*0296.12-00062.2*.*.*.*-*- 6 CLF ANGLE POINT . .................................... .......... ..... ....... 6' C 4. 0.6, BEARS S84'11'E, 0.6' ................. FROM CALCULATED in zr .............. C� rn LOT CORNER .;A in ........ ... .. ............. 0 6' CLF '117 / ) - ......... , :.. UNKNOWN USE CD LEA OUT .... ....... ......... .. IM-21,96- ............ ........... ... .... ANGLE E PO I N 11'E� 0 6 6 ' CL F 06 BEARS S r84 FROM M CALCULATED LA ED LOT CO RNER 6 C L F NOT PART OF SURVEY (TAX PARCEL NO. 3340404150) ...... .. ... .... 7 ................... ....... 05 ........... 0 . ............ 4 00 ... .................... ti \ .............. .... ............... ... .... 6' CLFOD D 4. .... ........... ........... DEVDUQUSj ............ ............ A . �.EA�EM, �NT. �4. ..........• A 51 . . ............ • ...... ....... ...... ..... . ...... ....... .......... ............ ........ .......... ................. ........... ...... ........ NOT P;d ........ .............. . ............... ................. ....... ...... . ........................ .... ...... SU5Y �K 11 ............. ***** ...... I, ....... ....... ................................ (TAX PAR� � L. N. R,�. T� ............... .... .. ............. ............... 3�40A, A.............. ....................... ... 82 .............. ............... II ... ......... . . Y. CLF .......ems..... UTILITIES '--6'CLF 0 3' 09 EASEMENT TO THE CITY OF RENTON 31 .... PER AFN 20010906002177, CITY OF RENTON ORDINANCE 4914 . ......... (ENCOMPASSES WHOLE VACATED ALLEY) 6' CLF .'.'.'E/C o26'10"E ......... ........... . .......... 19.92, 6' CLF 119 Ch 6' CLF .... ......... PRIVATE INGRESS/EGRESS EASEMENT ..... V] ... ......... . ........ �FND 12 PERAK AND CAP STAMPED 'LS 19635 R FROM BEARS S B-24'33"E, [123' OM THE CALCULATED LOT CORNER VISITED 11/18/2024 ......... vv . UTILITIES EASEMENT TO THE CITY OF RENTON ........ ................. . . . . . . . . . . . . . . . . . . . .II PER AFN 20010906002177, CITY OF RENTON ORDINANCE 4914 EG c4N - (ENCOMPASSES WHOLE VACATED ALLEY) Erl - CAW 0 .Y-? 0. .. ..... ...... T ..... . . . . . . . . . . . . .. ......... .......... E C / C/G.. RA)V.:-< PSE.IELECTRICAL .... LF'. A EXISTING ........... BUILDING UTILITIES EASEMENT TO THE CITY OF RENTON ........ ...... F. ER AFN 20020207002539, CITY OF RENTON ORDINANCE 4942 LU ........ ....... :LF f (ENCOMPASSES WHOLE VACATED STREET) .............. ..... i ........ FF: 21.95 ............. .............. D Q.5 ...... ....... *.*.m ....... ... ........ ...... ATE< OPY *L` L 4. B L D G ATE F` A * A ........... BUILDING FINISH FLOOR AT AD D I T I O N CENTER OF PED. DOOR z LABELED "SPRINKLER ROOM" ............ . . . . . . . . C/ . .......... C/W . ..... ....... ...... ....... ....... ................ .... 8 ELEV=21.95' NAVD 8 Ic FF-2t95 \ SS SD .......... ......... PER EASEMENT AGREEMENT WITH RIGHTS AND RESPONSIBILITIES ......... .... AFN 20020612000622 ........ ..... ...... TO .......... .......... 60.1 F, F .......... B AY.. .......... .... ELE ....... ..... ........ .......... 09 ... ... 6' CLF .......... 0/0/00 /-6' CLF ANGLE POINT -X BEARS N53'23'W, 1.3 F� Cff ULATED LOT CORNER 8' CLF END BEARSrfq25'48'W, 1.0' FROM CALCULATED LOT R 8' CLF 6' CLF -4 08 8' CLF GATE 7N:MN8F0RM1ERS 0,8-� _0I 5 5. 1 BEARS S79-15W, 2.9' FROM THE 1_5 8' CLF 21 CRL&LDMWL(TRNER 1.4' SS 2!?- 8' F - do-L -301 1 1 y o \ REFER TO PSE PLANS M 00, FOR POWER RELOCAT11 N AND RECONNECTION 3; 0 0 _D L ---------- .......... . �cw ............. POWER VAULTS ................................. 1� REFER TO PSE PLANS — ID CIN I DLE LOCATION TO PSE PLANS 0 0 Know what's below. Call before you dig. SS \ 1 \ —'................. fflvSTEEL POST FOR AE�RIAL SUBARUGN 6'CLF n!!T�S86020' p p p �p . ............ p p I(PTL F 391.52' .. .... . . .. .. . ... .. .. . . .. .. ... __ . I. . . . _III�6' F 6' CLF M T. , 3V �WAS 16, �iel 3F WASfti* "IONAL 5/15/2026 T A C O M A S E A T T L E S P O K A N E TRI-CITIES 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB INTERSTATE 405 II PRIMARY PULL VAULT Uj 0 0 M o TOE 6' CLF 0 Q `-8'/6' CLF INTERSECTI( BEARS S26'55TV, 0.8' CALCULATED LOT COR 6' CLF STORMWATER DETENTION POND GRAPHIC SCALE 0 10 20 40 1" = 20 FEET UTILITY NOTES 1 ALL SEWER, WATER, STORM DRAINAGE, AND GAS SHALL BE MARKED WHERE THEY INTERSECT THE CURB WITH METAL TAGS EMBEDDED IN THE FACE. REFER TO SECTION 3.08 OF THE CITY DEVELOPMENT GUIDELINES AND PUBLIC WORKS STANDARDS. COORDINATE WITH CITY INSPECTOR. 2. MAINTAIN 18" VERTICAL SEPARATION AT ALL WATER UTILITY CROSSINGS 3. UTILITIES PARALLEL TO WATER SHALL MAINTAIN A MINIMUM 10' HORIZONTAL SEPARATION. NON -WATER UTILITIES PARALLEL TO EACH OTHER SHALL MAINTAIN A MINIMUM VHORIZONTAL SEPARATION. POWER UNDERGROUNDING NOTES 1. LOCATION OF ALL POWER POLES, VAULTS AND CONDUIT ARE PRELIMINARY. REFER TO PUGET SOUND ENERGY (PSE) PLANS FOR FINAL LOCATIONS 2. REFER TO PSE PLANS FOR NOTES AND DETAILS REGARDING THE INSTALLATION OF NEW POLES AND VAULTS. 3. REFER TO PSE PLANS FOR NOTES AND DETAILS REGARDING THE REMOVAL OF EXISTING POLES AND OVERHEAD POWER LINES. NEW POLE LOCATION REFER TO PSE PLANS 00 CY) (0 C) C) C) (0 C\j AM C) C) C) D _j R-438828 S-438807 W-438806 PAVEMENT PATCH AND FULL LANE OVERLAY PER COR STD DTL 110.1 00 00 00 00 C'7 CY) ~ C) N LU o: �06 ON �I U? o Qw U O U z 10 O � i rn 00 U) O � � rn N � N CD 0 It N N 0 cA a U_ REMOVE EX 10" GATE VALVE AND 10"X6" REDUCER. INSTALL 10" BLIND FLANGE ON EXISTING CROSS (EAST SIDE) N 1 ° 27' 14"E °stop, 300.84' 11 P I : 15+46.08 -\ P�' log N77° 27' 51"E664� 546.08' - 30 28 26 24 22 20 18 16 14 0 W EXISTING WATER MAIN, SEE COR RECORD DRAWING W-306804 EXISTING WATER MAIN, SEE COR RECRD nRA\A/IN(, \A/- Ql7n7 )vv i •' J�., . . . . . . . . . . . . . . . . . . . . . . BLOCK.. '�•�.�,'•'•�•.�•.�,'•'• •.�,'•�'•�.�•' 21 +00 R TRH �STN ..:.'.'• ..'.. ; tit.'. SF OHU T. OHU STA: 15+ 30.46 CUT IN T EE TO EX 10" WATER X 12" STORM . MAIBOT PIPE:18.51 _ =ORCES TOP WATER: 16.17 STA: 18+29.74 EX GAR LINE BY CITY STA: 19+57.66 (1) 10" T E (FL) •1-1 'x6" TEE (FLXFL) 'EX " STORM BOt PI r E: 19.31 1- 45° 12" BEND (MJ) " TER EX GAS LINE BOT PIPE: €GAS r 1-6" GA 1-CONC. VALVE (FLxMJ) BOT PIPE: 19.33 Tr)P XA/,ITF=R- 17 79 TA: 19+62.09 (1) 10" SLEEVE (MJ) THRUST BLOCK TOP WATER: 17.58 (1) 10" GATE VALVE (FL x M) TOP WATER: 16.14 BOT PIPE: 18 31 R CONNECT HYDRANT TO NEW TEE. - 45° 12" BEND(MJ) TOP WATER: 16.36 (1) 10" x MJ) EX POWER CONDUIT EX POWER ONDUIT EXISTING GRADE - - 2" REDUCER (FL T ROAD CENTERL NE . BOT PIPE: 18.26 BOT P PE:. 18.35 1 12" STORM POWER CONDUIT - - - - TOP WATER,• 16.10 - - - - - - - - - T TOP WAI ER: 16.77 - - - - - - - - - - - - - - - - - - - - _ _ - - - 15 LF 12" DI CL52 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - WA I ER MAIN (FTBUCT- STA: 19+77.08 EX 273 WATER MAIN 128 LF 12" DI CL52 4. 5' BCT PIPE:17.01 (PUBLIC) CONNECT TOE STING 12" TEE TOP WATER: 15.5 WATER MAIN (PUBLIC) CONTRACTOR TO COORDINATE WITH CITY OF RENTON FOR REMOVAL OF EXIST NG O O 92, 11 CAP/PLUG AND OTHER ASSOCIAT D FITTINGS. 5 SEE COR STD PLAN 300.4 FOR- CONNECTION - 6 LF 2" DI CL52 DETAIL EXISTING GRADE ELEVATION AT ROAD CENTERLINE WAT R MAIN (PUBLIC) N N LO cD r- 00 00 00 00 r` LO cD r- r` r Cn n N N N N N N N N N N N N N N N N N N N N N W CD CD C CD CD CD CD CD 0 0 0 0 0 0 0 0 0 0 0 0 0 W W W W W W W W W W W W W W W W W W W W W 15+50 DEFLECT WATER PIPE 2.5° STA: 15+76.52 MANUFACTURERS RECOMENDATION: 5° MAXIMUM DEFLECTION ALLOWED: 2.5° KEYNOTES 16+00 16+50 DEFLECT WATER PIPE 2.0° STA: 15+84.52 MANUFACTURERS RECOMENDATION: 5° MAXIMUM DEFLECTION ALLOWED: 2.5° 0POWER/COMM LINE CROSSING, CONTRACTOR TO POTHOLE AND VERIFY DEPTH PRIOR TO CONSTRUCTION. O2 STORM CROSSING, CONTRACTOR TO POTHOLE AND VERIFY DEPTH PRIOR TO CONSTRUCTION. 3O GAS LINE CROSSING, CONTRACTOR TO POTHOLE AND VERIFY DEPTH PRIOR TO CONSTRUCTION. O4 CONTRACTOR SHALL POTHOLE AND VERIFY EXISTING WATERMAIN ELEVATIONS PRIOR TO CONSTRUCTION. IF ELEVATIONS DIFFER FROM APPROVED PLANS, THE ENGINEER OF RECORD AND CITY OF RENTON SHALL BE NOTIFIED IMMEDIATELY 0 v 0 Know what's below. Call before you dig. �VO��+ T. WASgIF�xrj pg < ��y72 �ECISTv, sjorr�� 5/15/2026 17+00 17+50 18+00 18+50 SW 12TH ST PROFILE SCALE; H:1" = 20', V:1" = 4' T A C O M A S E A T T L E S P O K A N E T R I- C I T I E S 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB WATER UTILITY NOTE 1. ALL WATER FITTINGS AND VALVES WITH MECHANICAL JOINT (MJ) END (S) SHALL HAVE A WEDGE -TYPE RETRAINER GLAND EQUAL TO MEGALUG SERIES 110 2. 12-INCH WATER MAIN SHALL HAVE A MINIMUM OF 4-FEET OF COVER AND A MAXIMUM OF 6-FEET OF COVER. 19+00 19+50 20+00 DEFLECT WATER PIPE 0.7° STA: 19+48.67 MANUFACTURERS RECOMENDATION: 5° MAXIMUM DEFLECTION ALLOWED: 2.5° N GRAPHIC SCALE 0 10 20 40 1" = 20 FEET 20+50 30 28 26 24 22 20 18 16 14 21+00 00 C) O N u �, T T C) C) N a D J W-438807 R-438835 00 00 N i OJ �~ Iw ,o o Qw U (D U z 10 O � i 0- ') oo U) O � � rn N � N O It N N 0 U) a U- m EXISTING WATER MAIN TESTING CONNECTION - POLYPIG STATION PER STD PLAN 300.7 (1) VERT"L C€iOSS (MJ.RFL) (1) SLIN D FLANGE ON TOP WITH 2" TAP AND 2" PLUG (1) 13LIND FLANGE ON BOTTOM (1I PLUG (MI) WITH 2" TAP AND TEMiPORARY 8Low-orr ASSEMBLY WITH TEMPORARY THRUST BLOCKING NEW D1 WATER MAIN L TEMPORARY BLOCKING CONNECTION TO EXISTING MAIN (BY CITY FORCES) (1) TEE (FLXFL) (2) bI SPOOLS (2) LONG 30DY D1 SLEEVES INIJ) OR COUPLING ADAPTERS (ROMAC 5010 R EQUAL} (3GATE VALVES �FLxMJ) (1PLUG (M)} WITH 2" TAP AND TEMPORARY 6LDW-0FF ASSEMBLY WITH CONCRETE THRUST BLOCKING PER STD PLAN 330.1 909 BEND A CAP PLUG 1944 450 BEND 22 '2° BEND 11 '4" BEND MINIMUM REARING AREA AGAINST UNDISTURBED SOIL (SF) s - B C i { E i PIPF PRESSURE SIZI. (PSI) 200 II(NONE) 21(1) II(NONE) NONE NONE 300 3/(2) 4/(3) 2/(2) 3/(2) Ml) 3/(1) 11(1) lj(1) NONE 1/(NONE) 200 300 61(4) 4/(3) 3/(2) 2/(l) 1/(NONE) $„ 2-00 7/(5) 5/(3) 4/(3) 2/(2) 1/(l} 300 240 111(81 11M) OAS) M6) 6/(4) 6/(4) 3/(2) 3/(2) 2/(1) 2/(1) Ion 275 2D 16/01) 16/(Il) it/('T) - 111(8) 9/(6) 9/(6) ' 5/(3) 5/(3) j 3/(2) 3/(2) " 250 24/(16) 271(11} 13/(9) 7/(5) 4/(3) Air 22/(13) lb/(11) 12/(8) 6/(4) 3/(.2) 250 250 33/(221 29/(19) 23/(16) 21A14) 181(12) 16/(11) 9/(6) 8/(6) 5/(3) 5/(3) 1 " 2QO 225 32/(21� 23/(16) 17/(12) 9AW 5/(3) 36/(24! 45/(29) 64/(43) 26/� 32/(21) 46/(30) 2OA13) 24/(16) 1 35/[23) i0/(7) 131(8) 1a/(12) 5/(4) 7/{4) j 9/(6) 1.8" 200 200 20" 24" 200 VALUES BASED ON SAFE BEARING LOAD OF 2,000A3,000) PS FINAL OiVNECTIOI �# E SOILTYPE SAFE BEARING LOAD (PSF) Y , MUCK OR PEAT 0 �< SOFT CLAY 1.000 SAND 2,000 UPON COMPLETION OF POLYPICGING, HYDROSTATIC TESTING, SANE' AND GRAVEL 3,000 AND 0 ISIN FECTIO N, REMCIVE TEMPORARY THRUST BLOCKING AND TEMPORARY BLOWOFF ASS EMBL€E5 CEMENTED WITH CLAY 4,000 FINAL CONNECTION (BY CITY FORCES) {2) DI SPOOLS HARD HALE 10,000 {1) LONG BODY 01 5LEEVE (MJ) NEW Di WATER MAIN NOTES'. 1_ ALL CON NECTIONS TO EXISTING WATER MAINS WILL BE CONDU-CTED BY CITY FORCES AS SPECIFIED IIN SECTION 5-14.2 OF THE CITY OF RENTON WATER UTILITY CONSTRUCTION STANDAR05 2_ LC1N5 BODY DI SLEEVE FOR CONNECTION FROM DI TO DI PIPE AND FROM D1 TO 0 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 • 300.3 PUBLIC WORKS CONNECTION TO WATER MAIN DEPARTMENT CUT -lid TEE AND THREE VALVES �� &28121 mwua DATE iu61�5R6ihi A�■riYra� CONNECTION TO WATER MAIN NOTES: 1. M I N I M U M BEARING AREA MtUST BE AD1USTED FOR Pa PE SIZE, PRESSURE, AND SOIL CONDITIONS. 2. FITTINGS SHALL BE POLYWRAPPED PRIOR TO POURING CONCRETE BLOCKING. 3. CONCRETE BLOCKING SHALL BE CAST IN PLACE AND SHILL HAVE A MINIMUM OF 0.25 5F BEARING AREA AGAINST THE FITTING. 4. CONCRETE BLOC KiNCx 5 H A L L BEAR AGAINST F1TTING5 ONLY AND SHALL BE CLEAR OF J01NITS TO f} RMIT TAKING UP OR DISMANTLING JOINT, S. CONTRACTOR SHALL I NSTAtL BLOCKING ADEQUATE 70 WITHSTAND FULL HYDROSTATIC TEST PRESSURE AS WELL AS TO CONTIN UOU5LY WITHSTAND OPERATING PRESSURE CINDER ALL CONDITIONS OF SERVICE. 6. ALL CONCRETE SHALL BE MECHANICALLY MIXED. JOB SITE MIXING, HAND -MIXED CONCRETE, AND MO.BiLE CONCRETE MIXERS ARE NOT ALLOWED, 7. IN MUCK OR PEAT, ALL THRUSTSSHALL 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 RESIST THRUST. 8. CONCRETE BLOCKING SHALL 13E: UFT OPEN OR SHEETED FOR MINIMUM 24 HOURS, 0%1%', PUBLIC WORKS CONCRETE BLOCKING u DEPARTMENT FOR HORIZONTAL FITTINGS CONCRETE BLOCKING FOR rn- "' HORIZONTAL ffTTINGS CITY OF RENTON WATER PLAN GENERAL NOTES STD. PLAN 300.0 (MARCH 2O10 STD. PLAN - 330.1 Pub.Ll■ WW%MhhdNdEP DATE 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON PUBLIC WORKS 6. CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNED, INSTALLED AND POURED IN PLACE IN ACCORDANCE WITH CITY STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS AND WSDOT / APWA STANDARD SPECIFICATIONS, LATEST EDITION AS OF RENTON STANDARD DETAILS AND SPECIFICATIONS AND SHALL BE INSTALLED AT ALL VERTICAL AND HORIZONTAL BENDS, AMENDED BY THE CITY OF RENTON. A SET OF CITY APPROVED PLANS SHALL BE KEPT AT THE JOB SITE WHENEVER FITTINGS AND BASE OF HYDRANTS. MEGA -LUGS (OR SIMILAR PRODUCT) MAY BE REQUIRED ON ALL MECHANICAL JOINTS IN CONSTRUCTION IS IN PROGRESS. A PRE -CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF ADDITION TO CONCRETE BLOCKING. CONSTRUCTION. THE CONTRACTOR AND OR DEVELOPER SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION. 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 2. ALL EXISTING UTILITIES SHALL REMAIN IN SERVICE DURING CONSTRUCTION UNLESS OTHERWISE NOTED. THE CONTRACTOR SUPERVISION OF A CITY OF RENTON UTILITY INSPECTOR. THE CONTRACTOR SHALL SUPPLY, INSTALL AND REMOVE PLUGS, SHALL CALL 1- 800-424- 5555 TO VERIFY UTILITY LOCATIONS BEFORE BEGINNING EXCAVATION. 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 3. ALL MATERIALS USED FOR THE CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS SHALL BE NEW AND UNDAMAGED, AND THE NEW PIPING HAS BEEN FOAM -PIGGED, DISINFECTED, FLUSHED, AND PASSED BOTH PRESSURE AND PURITY TESTING. CATALOG CUTS" FOR ALL MATERIALS SHALL BE APPROVED IN WRITING BY THE CITY OF RENTON PRIOR TO BRINGING ANY MATERIALS ON- SITE. 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 4. ALL WATER MAIN PIPE MATERIALS SHALL BE CEMENT LINED DUCTILE IRON PIPE, THICKNESS CLASS 52 PER AWWA C 151 AND C THE ENTIRE TEST PERIOD. UPON SATISFACTORY COMPLETION OF THE PRESSURE TEST, THE LINE SHALL BE DISINFECTED, 104. PIPE JOINTS SHALL BE PUSH -ON OR MECHANICAL JOINT. CAST IRON OR DUCTILE IRON PIPE FITTINGS SHALL BE CLASS 250 FLUSHED, AND THEN WATER SAMPLES SHALL BE TAKEN FOR PURITY TESTING BY THE PUBLIC WORKS INSPECTOR. 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. 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 5. MINIMUM COVER FROM TOP OF WATER MAINS TO FINISHED GRADE SHALL BE 36 INCHES FOR PIPE DIAMETER OF 10 -INCH OR EXISTING WATER MAIN AND FITTINGS AT THE CONNECTION POINT BEFORE ORDERING THE NECESSARY ADAPTORS AND FITTINGS LESS AND 48 INCHES FOR PIPE DIAMETER OF 12 -INCH AND LARGER. MAXIMUM COVER FOR ALL WATER MAINS SHALL BE 60 REQUIRED FOR THE FINAL CONNECTION. THE CONTRACTOR SHALL EXCAVATE, REMOVE ALL SURFACE MATERIALS, AND PROVIDE INCHES. ANY DEVIATIONS MUST BE APPROVED BY THE CITY OF RENTON PRIOR TO CONSTRUCTION. WHERE UTILITY CONFLICTS SHORING AND ALL MATERIALS REQUIRED FOR THE CITY OF RENTON TO PERFORM THE CONNECTION TO THE EXISTING WATER OCCUR, THE PROFILE OF THE WATER MAIN SHALL BE ADJUSTED AS NECESSARY TO CLEAR CONFLICTS AND TO PROVIDE SYSTEM. THE CONTRACTOR SHALL PROVIDE AND INSTALL BACKFILL, CONCRETE BLOCKING, AND COMPLETE SURFACE MINIMUM COVER. PIPE DEFLECTION SHALL NOT EXCEED ONE- HALF OF PIPE MANUFACTURER'S SPECIFICATION FOR SIZE OF PIPE RESTORATION. USED. ALL TRENCH BACKFILL SHALL BE COMPACTED TO 95 PERCENT MAXIMUM DRY DENSITY AS DETERMINED BY THE 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. 0 a� Know what's below. Call before you dig. f-. TACO MA • S EATTL E �ros72 ��:/► SPOKANE TRI-CITIES 2215 North 30th Street, Suite 300 Tacoma, WA 98403 SIONAL E� 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB 05/15/2026 11L4°AND 22120BENDS - P} PF CLAMP AND ANCHORROD 450 BEND PIPE CLAMP AND ANCHOR ROD PIPE BEND Sk7,E roovinnum uinnr ktwiwv VOLUME (CP) A D L 1114. a 2.0' %4p 1,5' 4w- 22 ' 1.1 2.2' 3'i" 2.0' 45' 30 L�Kl 6" 1114. 11 I 2.2' lye 2.0' 22 '2. 45° 111.4 2212. 45" 25 21Y 4.1' 68 am. 16 2.5k '/4" 2-0' 47 16' 123 5.0' " 74"" 22 t2u 45- 89 232 4-5' 6.1' 30 2.5' 11 70 4-1' 2" 3.0' IW 22' j' 184 5.7' 7.8' 1 Vie" #.q' 45' ..... 478 11z 4° �4,T y 1 7#iY -3.0' }9ry1 €i2. 22. 225 0' �i 456 560 8.2' 11140 128 5.0" 1 Lau 3.5' 24" 22, 2. 320 6.8" 9.4' 45' 820 * D = ANCHOR ROD DIAMETER NOTES: 1. CONCRETE BLOCKING 51ZE5 BASE17 ON 200 P51 HYDROSTATIC PRESSURE AND 3,000 PSI CONCRETE. 2. ALL CONCRETE SHALL RE MECHANICALLY MIXED, J013 517E MIXING, HAND -MIXED CONCRETE, AND MOBILE CONCRETE MIRE PS ARE NOT ALLOWED. 3. PIPE CLAMPS AND ANCHOR RODS SHALL BE INSTALLED PER STD PLAN 330,4, 4, FITTINGS SHALL BE POLYWRAPPED AFTER INSTALLATION OF PIPE CLAMPS AND ANCHOR RODS PRIOR TO POURING CONCRETE BLOCKING. S. WATER MAIN SHALL NOT BE PRESSURIZED UNTIL ALL TRENCHING WITHIN 100' OF VERTICAL BEND IS BACKFILLEO AND COMPACTED TO MINIMUM T COVER. 6. CONCRETE BLOCKING SHALL BE LEFT OPEN OR SHEETED FOR MINIMUM 24 HOURS. STD. PLAN - 330.2 PVSLIC WORKS CONCRETE BLOCKING A "Rb�EP- DEPART TENT FOR VERTICAL FITTINGS -� xriW �,.[�■ p,AT F au6lcwmAavd.Hrua� CONCRETE BLOCKING FOR VERTICAL FITTINGS 00 co co C) C) co N LJ 00 m C'7 N ►i OJ �~ IW 0 ' Q W U O U z 10 o � rn ' oo U) o N � N 0 It N N 0 cn Z TESTING CONNECTION TESTING CONNECTION EXISTING WATER {MAIN z POLYPIG STATION PER STD PLAN 3003 - 111 1 ij (1) VERTICAL CROSS (MJ €FL) - POLYPIG STAT10N PER STD PLAN 3DQ.7 (1) BLIND FLANGE ON TOP WMi 2" TAP AND 2" PLUG (II VERTICAL CRi SS (MJxFL) (1) BLIND FLANGE Ohl BOTTOM(1) BLIND FLANGE ON TOP WETH 7" TAP AND 2" PLUG, � (1) PLUG (MI) WITH 2" TAP AND TEMPORARY BLOB! -OFF ASSEMBLY (1) BLIND FLANGE ON BOTTOM � y WkTH TE�V1PDr AFiY TWIiUST BLOCKING (1) PLUG (MI) WITH 2" TAP AND TEMPORARY BLOW -OFF ASSEMBLY I � V ITI-I TTIVIPORARY THRUST RiJDCKING ul t; 4" MINIMUM � 4" '.EXISTING WATER MAIN o a NE1N DI 1+VATER MAIfd � � � �-. + hiE DI WATER IV14IN � d a TEMPORARY BLOCKING TEMPORARY BLOCKING EXISTING TEE, CAP, PLUG, OR DEAD END LINE, 1 1' h+IIN I DO NOT DISTVRB BLOCKING CONNEC ION TO EXISTI N6 MAIN (BY CITY FOACE5) (1) TEE �MJxFL) I (2) Df SPOOLS 1' (.2) LONG BODY DI SLEEVES � 7) OIL COUPLING ADAPTERS (ROMAC 501 OR EQUAL) I � � MIN F (2) GATE VALVES (FUNIJ) (1� ADAPTER {FLXIVIJ) (1) PLUG (MJ WITH 2'" TAP AND TEIMPORARY GLOW -OFF ASSE MBLY • ■ � � �° WITH CONCRETE THRUST 8LOCKING PER STD PLAN 3 30. 1 a } w4 a FINAL CONNECTION FINAL CONNECTI0N NOTES: 1, NRE HYDRANTTO BE PAINTED WITH TWO COATS OF 5AFETY YELLOW DTM ACRYLJC CLOS5 OR ENAMEL PAINT, 2. PUMPER NOZZLE TO FACE ROADWAY OR AS DIRECTED BY RRFA- UPON COMPLETION QF POLYP IGGING, HYDROSTATIC TESTING, UPON COMPLETION OF POLYPIGGING, HYDROSTATIC TESTING. AND DISINFECTION, REMOVE TEMPORARYTHRUST BLOCKING AND DISINFECTION, REMOVE TEMPORARYTHRUST BLOCKING 3. A INiN1UfN 3' RADIUS UNOBSTRUCTED WORKING AREA SFIALL BEi}RpVIDE{] AROUND THE 0UT5IDE OF THE HYDRANT. AND TEMPORARY BLOW -OFF ASS EMBUES AND TEMPO RARY BLOAT -OFF ASSEMBLIES MATERIALS FINAL CONNECTION (BY CITY FORCES) FINAL CONNECTION (BY CITY FORCES) M 01 SPOOL 12) DI SPOOLS COMPRESS [ON TYPE HYDRANT ISEE APPROVED MATERIALS LIST) WITI-I 6" MJ INLET WITH LUGS, 5 " MVO (1) LONG BODY DI SLEEVE (MJ) {1) LONG BODY DI SLEEVE (MJ) HYDRANT 1 a" PENTAGON OPERATING NUT, TWO (2) 2 " NST H05E NOZZLES, AND 4 975" SST PUMPER NOZZLE \ff� .-I EQUIPPED WITH 5" S70RZ ADAPTER AND 118" STAINLESS STEEL CAR LE, WITH EXTEN510N IF NECESSARY. O 8flF-9 6 TEE MAIN LINE TEE. WITH 6" FLANGE SIDE OUTLET a 0 - NEW DI WATER MAIN '� � � 1* a NEW DI WATER MAIN VALVE 6." GATE VALVE IFtxMJ) VALVE BOX VALVE BOX AND LID PER STb PLAN 330.7 PIPE CLASS 52 D1, LENGTH TO FIT -' NOTES- -- I NOTES: JOINTRESTRAINT MECHANICAL JOINT REMAIIVT WITH CONCRETE BLOCKING OR (2) 3J4" CORTEiU STEEL TIE RODS I ALL CON NECTIONS TO EXISTING WATER MAINS WILL 6E CONDUCTED BY CITY FORCES AS 1, ALL CONNECTIONS TO EXISTING WATER MAI INS WILL BE CON DUiTED BY CITY FORCES A5 SPECIFIED IN SECTION 5-1,4.2 OF THE CITY OF RENTON WATER UTILITY CONSTRUCTION SPECIFIED IN SECTION 5-14.2 OF THE CITY OF RENTON WATER UTlUTY CONSTRUCTION GRAVEL AROUND TOP AND S1DE5 OF GRAVEL L 1 WASHED DRAIN ROCK,ROCK,GRAVELh+1 1' ABOVE BOOT FLANGE WITH 8 MIL POLYETHYLENE SHE ETIkVC� STANDARDS STANDARDS —. -� CDNCR{=TE BLOCK M1N1M1JN1 16"x8"x4n CONCRETE BLOC KS LINQER F13i,E HYDRANT AN GATE VALVE2. LONG BODY DI SLEEVE FOR CONNECTION FROM 01 TO DI PIPF AND FROM DI TO CI PIPE WITH 1 Z. LONG E�ODY DI 5LEEVE FOR CONNECTION FROM 01 TO DI PIPE AND FROM 01 TO Cl PIPE WITH SAME OUTSIDE D1AMK7ER SAME OUTSIDE DIAMETER BLOCKINf CON CRETESLOCKING PER STD PLAN 330.1 3. LONG BARREL COUPLING FOR CONNECTION FROM i]I TO Cl PIPE 1i11kTH DIFFERENT D.D. AND 3. COUPLING ADAPTORS FOR CONNECTION FROM DI TO CI PIPE Vk11TH DIFFERENT O.D. AND SHEAR BLOCK 4'x4'x6" CONCRETE SHEAR BLOCK AROUND FIRE HYDRANT, SEE STANDARD DETAIL 3 10. 2 FROM DI TO AC OR TO STEEL PIPE FROM Di TO AC OR TO STEEL PIPE K PAVEN1ENT MARKED BLUE REFLECTIVE PAVEMENFT MARKER PER STD PLAN 310.1 STD. PLAN - 30D.4 STD, PLAN - 300.Z STD. PLAN - 31Q:1 1}IvIBLIi�PicS OiunIECTl0111 TO WATER A14Alli ,PPROVED, _ PIIILIi` WORKS CONNECTION TO WATER AIIJIMPROVED! AEA . - • PI�PtIiR W ENT FIRE HYDRANT ASSEMBLY DEPARTMENT E}(ITIIV TEE OR EhID ��1VE CAS R DEPARTMENT I `', DEPARTMENT VaI2023 CUT -IN TEE AND TWO VALVES �w�-�-- ' W81 023 Mrlth �nL.rh: Nr4i ruLw.he �1a-Iin.HPt1. �nWcwa"�swr�w�traov ATE DATE OAlf roac wa.L +tlrn►rhana CONNECTION TO EXISTING END LINE CAP CONNECTION TO WATER MAIN 3 FIRE HYDRANT ASSEMBLY 1 CUT -IN TEE AND TWO VALVES U0 0 a a� � Know what's below. Call before you dig. T A C O M A S E A T T L E S P O K A N E T R I- C I T I E S 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB 00 m O O O N u �, T T C) C) N a J H • H Lid N W-438809 00 M C'0 N OJ �~ IW 0 ' Q W U O U z 10 O � i rn ' oo U) O � � rn N � N O It N N 0 U) a U_ - METEREU BACKPLOW ASSEMBLY (10 BE OBTAINED FROM CITY) (1) 2 lt' C0NTROL VALVE (1) CONSTRUCTION METER (l) RPSA METER SUPPORT (BY CONTRACTOR) NSF 61 SUPPLY HOSE - HYDRANT OIL EXISTING WATER MAIN TEMPORARY BLOW- 0FF ASSEMBLY (1) 2" GALVANIZED PIPE (1) 2" 9r BEND (1) 2" GATE VALVE W DI WATER MAMA. .I � F C1LYP POLYPIG STATION — (1) VE RTICAL CROSS I MJxFQ, SIZE TO MATCH WATER MAIN (1) BLIND f ANGE WITH 2" TAP ON TOP OF CROSS (1) TEMPORARY BLOW -OFF ASSEMBLY (1) BLIND FLANGE ON BOTTOM OF CROSS (1) PLUG (M)) ON END OF CROSS WITH TEMPORARY THRUST BLOCKI NG NOTES: 1. THE BAC1[FLOW PREVENTION ASSEMBLY AND SUPPLYHO51 MUST BE DISCONNECTED DURING HYDR05TATiCPRESSURE 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 POLYP IG, REMOVE TEMPORARY BLOW -OFF ASSEMBLY AN INSTALL 2" PLUG. 4, THE NEW WATER MAIN SHALE BE CONNECTED TO THE EXISTING SYSTEM ONLY AFTER NEW WATER MAIN IS POLY PIGGED, DISINFECTED AND SATISFACTORY BACTER10LOG ICAL SAMPLE RESULT'S ARE OBTAINED, 5- TH E INTE RIORS OF ALL PIPES AND FITTINGS TO BE USED IN FINAL CONN ECTION MUST BE SWABBED OR SPRAYED WITH A "% AVAILABLE CHLORINE SOLUTION. STD. PLAN - 300.7 PUBLIC WORKS hPDR47VED DEPARTMENT POLYPIGGINC NEW WATER MAINS x DATE 0 a� Know what's below. Call before you dig. POLYPIGGING NEW WATER MAINS f-. TACO MA - S EATTL E �ros72 ��:/► SPOKANE - TRI-CITIES 2215 North 30th Street, Suite 300 Tacoma, WA 98403 SIGNAL E� 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB 05/15/2026 CUT f 3' fV1IN RADIUS A_ UNOBSTRUCTED WOR KiNG AREA AROUND OUTSIDE OF FIRE HYDRANT 0.7" - f — 4" ONE MAN DOCK BLUE REFLECTIVE PAVEMENT MARKER, STIMSONITE M00EL C88 Ok EQUAL, 1 L PLACED 4" FROM ROADWAY 1 CENTERLINE AS INDICATED BELOW _ 4'x4'x6" CONCRETE SHEAR BLOCK MARKER MARKER FILL T MIN RADIUS UNOBSTRUCTED WORKING AREA AROUND OUTSIDE OF FIRE HYDRANT TWO LANE ROAD OFFSET MARKER ON SIDE STREETS INHERE THE HYDRANT IS WITHIN 20' OF A MAJOR STREET, THE MARKER SHALL BE INSTALLED Ohl THAT MAJOR STREET T_ MARKER MMICIER It 4'0'x6" CONCRETE SHEAR BLOCK MOTE_ FOUR LANE ROAD OFFSET MARKER FIVE LANE ROAD OFFSET MARKER 4'x4'x6" CONCRETE SHEAR BLOCK AROUND FIRE HYDRANT WITH EXPANSION JOINT AT BACK OF SIDEWAUC, FINISH TO MATCH SIDEWALK, ALL CONCRETE SHALL BE MINIMUM 3,GOO PSI AND SHALL BE MECOANICALLY MIXED - JOB SffE MIXING, HAND -MIXED CONCRETE, AND MOBILE CONCRETE MIXERS ARE NOT ALLOWED. - STD. PLAN - 310.2 STD. PLAN - 310.3 PUBLIC WORK5 FIRE HYDRANT ASSEMBLY APPROVEQ! PUBLIC WORKS FIDE HYDRANT ASSEMBLY APPROVE& *d� ,, DEPARTMENT JT SHEAR BLOCK � � -� e� W2o 3 DEPARTMENT PAVEMENT MARKER 1 I �,�. omijam DATE I okJPc Munn Amn.,.. FIRE HYDRANT ASSEMBLY SHEAR BLOCK MIT FIRE HYDRANT ASSEMBLY PAVEMENT MARKER 00 co co C) O co N A, LJ W-438810