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Home My WebLink AboutR-384221X N N 0 n Q U 0 Q � J � u o 4-j o, n Q u U r� 00 0- LL � 00 °- 0 F- C� U d � w O % J u •W a� �o a� -C00 � L0 O 00 O ~ U u n� Q N N O E � U O C: 5, N n Sta: 7+37.49 .................. FIRE HYDRANT ASSEMBLY 9 LF OFFSET LT. 1-12" GV (MJxMJ) 0 O 00 L h N N N N N N oNO N 6+50 7+00 7+50 8+00 -� Sta: 9+45.47 DRAWN Sta: 12+00.00 1-12" TEE (FLxFL) CHECKED 30[ FIRE HYDRANT ASSEMBLY EXISTING GROUND LAST EDIT WATER STUB WITH PROPOSED GROUND 3-12 GV (FLxMJ) 30 9 LF OFFSET LT. 12" COUPLER O PORTION OF N 1 /2 OF SECTION 25, T. 23N, R. 4E, W.M. -0+25 35 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 O WATER KEYNOTES: O Sta: 0+00.00 @Sta: 3+30.00 O I Sta: 9+51.43Sta. 9+58.69 [-DIP CONNECT TO EXISTING 12" WATER STUB WITH _ 1-12" 45° BEND (MJxMJ) 4" -DOMESTIC WATER SERVICE W/ THRUST BLOCK W/ THRUST BLOCK 1. INSTALL FIRE HYDRANT ASSEMBLY PER DETAIL 1, SHEET C5.7 (CITY OF RENTON STD. PLAN #310.1). 15 00 CID to 0') o0 N N CN 12" COUPLER 0 N 00 � 04 "� � TO BLDG. A W/ 3" METER 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 2. INSTALL VALVE & VALVE BOX PER DETAIL. 2, SHEET C5.7 (CITY OF RENTON STD. PLAN #330.1). 30 U _ O -- 0 PROPOSED GROUND 3. PROVIDE THRUST BLOCKING PER DETAIL 3, SHEET C5.7 (CITY OF RENTON STD. PLAN #330.2). ----- -------Sta;_4+40.42 4. PROVIDE POLY PIG STATION FOR CLEANING OF WATER MAINS PER DETAIL 4, SHEET C5.7 (CITY OF RENTON STD. PLAN #300.6). O Sta: 1+43.34 FIRE HYDRANT ASSEMBLY --- FIRE HYDRANT ASSEMBLY _ - - - - - - - - 5. CONNECTION TO WATER MAIN EXISTING END LINE CAP PER DETAIL 5, SHEET C5.7 CITY OF RENTON STD DETAIL 300.5 . ( # ) 25 23 LF OFFSET RT. 8"0 PVC RAIN LEADER CROSSING 11 LF 1-12" OFFSET RT. GV � 4 MIN COVER (TYPICAL) EXISTING GROUND 6. INSTALL 4" REDUCED PRESSURE BACKFLOW ASSEMBLY (RPBA) ON DOMESTIC WATER SERVICE LINE INSIDE FIRE ROOM. 1-12" GV (MJxMJ) (MJxMJ) 7. ADJUST EXISTING FIRE HYDRANT TO FINISHED GRADE. ........... ..... . NEW 1200W - DIP CL. 52 m 11 11 Sta. 0+21.02 2O off O 8. INSTALL 6" DETECTOR CHECK VALVE ASSEMBLY INSIDE BUILDING PER DETAIL 6, SHEET C5.7 (CITY OF RENTON STD. PLAN # 1-12" 45° BEND (MJxMJ) 360.5). 20 W THRUST BLOCK / Sta: 2+80.53 Sta: 3+53.22 12»0 CPP STORM 1-12" 45° BEND (MJxMJ) 6„ _ FIRE SERVICE 9. „ INSTALL 4 DIP SUPPLY LINE AND 3 DOMESTIC WATER METER ASSEMBLY PER DETAIL 1, SHEET C5.8 (CITY OF RENTON STD. PIPE CROSSING W/ THRUST BLOCK 1-12"x6" TEE (MJxFL) PLAN # 320.4). 1-12" Sta: 3+ 26.23 45° BEND (MJxMJ) 1-6 33GV (FLxMJ) Sta: 4+73.92 1-12 45° BEND (MJxMJ) Sta: 4+80.99 10. INSTALL 2" IRRIGATION WATER SERVICE METER IN PLANTER AREA PER DETAIL 2 SHEET C5.8CITY OF ( RENTON STD. PLAN W/ THRUST BLOCK 1-12" 45° BEND (MJxMJ) #320.2). 15 W/ THRUST BLOCK 41 LF OFFSET RT. W/ THRUST BLOCK W/ THRUST BLOCK 11. INSTALL 2" IRRIGATION DOUBLE CHECK VALVE ASSEMBLY PER DETAIL 3, SHEET C5.8 (CITY OF RENTON STD. PLAN #340.8). CD 0; o � to ° o Q"', o °O 00a6 N �- oNo06 �? N oo Ln d- 12. INSTALL 8" REDUCED -PRESSURE PRINCIPLE DETECTOR ASSEMBLY RPDA INSIDE FIRE ROOM W WALL MOUNT (RPDA) / ED AMR METER N nIN NN NN N 06 c6 N Nob �, �� cv N �� , N - RADIO FOR BY-PASS METER. 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 SCALE 30 0 15 30 60 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+0(2+08 ( FEET ) 35 1 INCH = 30 FT. Sta: 11+15.00 1-12 TEE (FLxFL) Sta: 11+82.84 W/ THRUST BLOCK CONNECT TO EXISTING 12" 8."0 PVC: RAIN 10 3-12" GV (FLxMJ) DIP WATER STUB WITH LEADER CROSSING 0 PROPOSED GROUND 12" COUPLER_ 30 Sta: 7+37.49 .................. FIRE HYDRANT ASSEMBLY 9 LF OFFSET LT. 1-12" GV (MJxMJ) 0 O 00 L h N N N N N N oNO N 6+50 7+00 7+50 8+00 11+75 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+30 35 35 -� Sta: 9+45.47 DRAWN Sta: 12+00.00 1-12" TEE (FLxFL) CHECKED 30[ FIRE HYDRANT ASSEMBLY EXISTING GROUND LAST EDIT WATER STUB WITH PROPOSED GROUND 3-12 GV (FLxMJ) 30 9 LF OFFSET LT. 12" COUPLER O I� r) Cn z 00 Sta: 14+66.85 --- FIRE HYDRANT ASSEMBLY � 4' MIN COVER 1 _ 1 2„ _G V_ (MJxMJ)_ _ _ ,--- - ---- 25 NEW 12 OW - DIP CL. 52 _ _.--- 1-12" GV (MJxMJ) 25-' NEW 12 OW - DIP CL. 52 Olow O 20 O I Sta: 9+51.43Sta. 9+58.69 1-12" 45° BEND (MJxMJ) _ 1-12" 45° BEND (MJxMJ) W/ THRUST BLOCK W/ THRUST BLOCK 15 00 CID to 0') o0 N N CN dLO . � CO NCN N 0 N 00 � 04 "� � N N N N N� N NN N 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 11+75 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+30 35 35 20 Sta: 14+22.26 Sta: 14+29.33 Sta: 16+40.38 20 O Sta: „12+21.45 1-12" 45° BEND (MJxMJ) 1-12 45° BEND (MJxMJ) 1-12" 45° BEND MJxMJ 2 1-12 TEE (FLxFL) _ W T ( ) / THRUST BLOCK _ _ _ _ _ _ W/ THRUST. BLOCK _ W/ THRUST..BLOCK Sta: 16+47.38 12�0 CPP STORM W/ THRUST BLOCK 1-12 45°BEND (MJxMJ) 15 PIPE CROSSING 3-12 GV (FLxMJ) W/ THRUST BLOCK 15 c1q. n M . m a? M 00 000 N co N N N N N N N N N N N� N N r � N N N N N NI N N N 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 1NHPdC1fi( 12100 NE 195th St, Ste 300 Bothell, WA 98011 425-951-4800 Fax 425-951-4808 www.whpacific.com STANDARDSIN COMPUANCE WITH CITY OF RENTON 1� SY. Date:�Z�q JILDING LASTING RELATIONSHIPS s, TIN SHEET INFO Sta: 17+05.21 TTW DRAWN Sta: 12+00.00 1-12" TEE (FLxFL) CHECKED 30[ CONNECT TO EXISTING 12" W/ THRUST BLOCK -DIP JMTE LAST EDIT WATER STUB WITH PROPOSED GROUND 3-12 GV (FLxMJ) 30 7/27/2015 12" COUPLER O I� r) Cn z 00 Sta: 14+66.85 --- FIRE HYDRANT ASSEMBLY � 4' MIN COVER 25 TYPICAL �--- ' (TYPICAL) EXISTING GROUND 23 LF OFFSET RT. -� _ _.--- 1-12" GV (MJxMJ) 25-' NEW 12 OW - DIP CL. 52 20 Sta: 14+22.26 Sta: 14+29.33 Sta: 16+40.38 20 O Sta: „12+21.45 1-12" 45° BEND (MJxMJ) 1-12 45° BEND (MJxMJ) 1-12" 45° BEND MJxMJ 2 1-12 TEE (FLxFL) _ W T ( ) / THRUST BLOCK _ _ _ _ _ _ W/ THRUST. BLOCK _ W/ THRUST..BLOCK Sta: 16+47.38 12�0 CPP STORM W/ THRUST BLOCK 1-12 45°BEND (MJxMJ) 15 PIPE CROSSING 3-12 GV (FLxMJ) W/ THRUST BLOCK 15 c1q. n M . m a? M 00 000 N co N N N N N N N N N N N� N N r � N N N N N NI N N N 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 1NHPdC1fi( 12100 NE 195th St, Ste 300 Bothell, WA 98011 425-951-4800 Fax 425-951-4808 www.whpacific.com STANDARDSIN COMPUANCE WITH CITY OF RENTON 1� SY. Date:�Z�q JILDING LASTING RELATIONSHIPS s, TIN SHEET INFO DESIGNED TTW DRAWN TTW CHECKED JMTE APPROVED JMTE LAST EDIT 7/24/2015 PLOT DATE 7/27/2015 SUBMITTAL I� r) Cn z REVISIONS NO. BY DATE REMARKS QED E'V OF WA s�J,l,�`9 � rn Q r D [oj C- Icy 3246 1, ^ 4 �o 1 ww EG I STERE SSIONAL EAG WATER PIAN GENERAL NOTES Standard Plan No. 300 z. 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 KEPI' 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-$00-424-5555 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 0105 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) MAYBE 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. O STD. PLAN -- 300.0 PUBLIC WORKS WATER PLAN GENERAL DOTES f ♦ DEPARTMENT a MARCH 2010 WATER LINE PROFILES I 384221 Know what's below, Call before you dig. SHEET NUMBER RYAN COMPANY CITY OF C5.4 'LR LONGACRES BUSINESS CENTER RENTON]l PROJECT NUMBER DRAWING FILE NAME SCALE P0006568W 0006568W-C-PP-WA01 1 "=30' 21 of 28 (L-�$N2zi W- ,?Sq 2 n'1 z 1 Z M C rn Q r D [oj C- Icy 10 m c � C Cn m I� r) Cn z 00 i D t D 1 00tTj a 11 TJ -73 D [oj C- CMD C mU) N > EA o c � C Cn z I� r) Cn z 00 N tTj J N D 1 C3 a a 11 TJ -73 D [oj C- CMD C mU) z