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Q r O U � � Q � J O u O r= o Q w �- n n r0 00 U co Q � 00 n' 00 O / 0 U Q U) 0) W p I— Q O / J � 0- . Q a; / -C00 � Ln Oo � U Q � u n� Q � oY .E a E L U O N N / r\. n l� mlbbb� INHPacific 12100 NE 195th St, Ste 300 Bothell, WA 98011 425-951-4800 Fax 425-951-4808 www.whpacific.com VjL4%�x j O By' sy. BY BY IN COMPLIANCE WITH CITY F RENTOR STANDARDS ..... .._. ,..,u _.... _ $ Date:..:..... Date,.- ateSUBMITTAL SHEETINFO N DESIGNED TTW DRAWN TTW CHECKED JMTE APPROVED JMTE LAST EDIT 7/27/2015 PLOT DATE 7/27/2015 SUBMITTAL COUPLER REVISIONS NO. BY DATE REMARKS L TED E'U OF WA 3 2 6�j w I S TEg�� �SS70 NAL EAG WATER PLAN NORTH m 384218 RYAN COMPANY LONGACRES BUSINESS CENTER PROJECT NUMBER DRAWING FILE NAME P0006568W I 0006568W-C-PP-WA01 CITY OF � RENTON SCALE 1 "=30' vJ-34�20 SHEET NUMBER C5.1 18 of 28 z =i O C y MT �r 00 N Mrn TEE t� Z D roz :1D tTj Y. 45° BEND STA: 21+38.62 D 'r COUPLER 1-12" TEE MJxMJ ) � _ � I W/ THRUST BLOCK R° C) Z STA: 21+70.40 5 O FIRE DEPARTMENT CONNECTION (FDC) " O-12 GV CMS). CONNECT TO EXISTING 12" EEL 3" COMPOUND DOMESTIC WATER METER C* Ln DIP WATER STUB WITH 4 12" COUPLER 2" IRRIGATION WATER SERVICE METER I moo— & 2" IRRIGATION DOUBLE CHECK VALVE 1 +1:5 1+95 ASSEMBLY (DCVA) I G G 4" DIA. CONDUIT FOR GAS SERVICE LINE TED E'U OF WA 3 2 6�j w I S TEg�� �SS70 NAL EAG WATER PLAN NORTH m 384218 RYAN COMPANY LONGACRES BUSINESS CENTER PROJECT NUMBER DRAWING FILE NAME P0006568W I 0006568W-C-PP-WA01 CITY OF � RENTON SCALE 1 "=30' vJ-34�20 SHEET NUMBER C5.1 18 of 28 z =i C C y MT �r 00 C3 Mrn t� Z D roz :1D tTj m rn ��v1 CD D 'r 00 CD ' ! > O CD ~ cn C C �r 00 C3 t� Z D IC :1D tTj a_c rn ��v1 CD D 'r 00 CD ' C O CD ~ M' R° C) Z ' T u N Vf lam/ y C* c C N cn U o O C3 [ mV CD Z D M� 11 Fr rn _< o ` U4 z z C 00 CD ' z� _ m© m rn m R° C) Z 00 cn 0 C3 �Q° D �o° rn � m [n • z D �J -7 Y Q 00 -° a 0 �u 4_jrI C/) 0') �Q L� >- o- �n cn I u� I n 00 (D U C9 QLO o O O 0 0 o 3: U �C) �C W O % n c u � .U) a� C) 00 O O =a O D U Q C_ I PORTION OF N 1/2 OF SECTION 25, T. 23N, R. 4E, W.M. 3 1-12" 45• BEND M1xMJ .---..' w-- W w SCALE 0 +00 Q STA: 3+26.23 O STA: 19+87.25 � 30 0 15 30 60 W/ THRUST BLOCK 2 34 LF 12" DIP CL. 52 „ O 1-12" 45' B FIRE HYDRANT ASSEMBLY 87 LF 12 DTP CL. 52 BEND G { ) 17 LF OFFSET RT. o FEET 6110 W� THRUST BLOCK o 1-12" GV (MJxMJ) ± 1 INCH = 30 FT. TO BLDG. B W/ 3" METER J N: 69170.50 5. N: 69170.48 E: 52836.33 STA: 18+34.68 E: 52757.89 S' 4 4 n"C• orcin Al i..0 IN c� —DW DW DW DW 4" DOMESTIC WATER SUPPLY LINE FIRE HYDRANT (F.H.) GATE VALVE POST INDICATOR VALVE (PIV) THRUST BLOCK TEE 45° BEND COUPLER FIRE DEPARTMENT CONNECTION (FDC) 3" COMPOUND DOMESTIC WATER METER 2" IRRIGATION WATER SERVICE METER — & 2" IRRIGATION DOUBLE CHECK VALVE ASSEMBLY (DCVA) G G 4" DIA. CONDUIT FOR GAS SERVICE LINE WATER KEYNOTES: INSTALL FIRE HYDRANT ASSEMBLY PER DETAIL 1, SHEET C5.7 (CITY OF RENTON STD. PLAN #310.1) . INSTALL VALVE & VALVE BOX PER DETAIL 2, SHEET C5.7 (CITY OF RENTON STD. PLAN #330.1). PROVIDE THRUST BLOCKING PER DETAIL 3, SHEET C5.7 (CITY OF RENTON STD. PLAN #330.2). PROVIDE POLY PIG STATION FOR CLEANING OF WATER MAINS PER DETAIL 4, SHEET C5.7 (CITY OF RENTON STD. PLAN #300.6). CONNECTION TO WATER MAIN EXISTING END LINE CAP PER DETAIL 5, SHEET C5.7 (CITY OF RENTON STD, DETAIL #300.5). INSTALL 4" REDUCED PRESSURE BACKFLOW ASSEMBLY (RPBA) ON DOMESTIC WATER SERVICE LINE INSIDE FIRE ROOM. ADJUST EXISTING FIRE HYDRANT TO FINISHED GRADE. INSTALL 6" DETECTOR CHECK VALVE ASSEMBLY INSIDE BUILDING PER DETAIL 6, SHEET C5.7 (CITY OF RENTON STD. PLAN # 360.5). INSTALL 4" DIP SUPPLY LINE AND 3" DOMESTIC WATER METER ASSEMBLY PER DETAIL 1, SHEET C5.8 (CITY OF RENTON STD. PLAN # 320.4). INSTALL 2" IRRIGATION WATER SERVICE METER IN PLANTER AREA PER DETAIL 2, SHEET C5.8 (CITY OF RENTON STD. PLAN #320.2). INSTALL 2" IRRIGATION DOUBLE CHECK VALVE ASSEMBLY PER DETAIL 3, SHEET C5.8 (CITY OF RENTON STD. PLAN #340.8). INSTALL 8" REDUCED -PRESSURE PRINCIPLE DETECTOR ASSEMBLY (RPDA) INSIDE FIRE ROOM W/ WALL MOUNTED AMR METER RADIO FOR BY-PASS METER. � 384202 384219 Know what's below. Call before you dig. [INHPacificVj4BY-'►`" 12100 NE 195th St, Ste 300 Bothell, WA 98011 425-951-4800 Fax 425-951-4808 www.whpacific.com � IN O P E WITH CITY F RENTON d: ' �r�►. .A_,_,� BY: �ia'ex :..:.:,:� :.:::.�� _� ..:,, : Date: SHEET INFO 00 REVISIONS ii M ED EV of wAS�IL�'�9 :..' r ,, j 3246 �,o � � �,1 � 4 �sslo ���� NAL WATER PLAN S �� RYAN COMPANY CITY OF L O N GAC R E S BUSINESS CENTER RENTON SHEET NUMBER C5.2 19 of 28 DESIGNED TTW NOSTANDARDS. BY DATE REMARKS DRAWN TTW m s ® N z CHECKED JMTE W N G V1 C 00 APPROVED JMTE.A LAST EDIT 7 /27/2015 o D N PLOT DATE 7/2712015 N PROJECT NUMBER P0006568W DRAWING FILE NAME 0006568W--PP-WA01 SCALE 1 "=30' SUBMITTAL w 3uLo ca C L 00 ii M r.. o � m 71 C) ru cn qq `D � m m O C Z NCD m s ® N z mm W kl D L 00 u C m o � m o��� C) m 2 CO M cn qq `D � N rm D � O C Z NCD s ® N z mm W N G V1 C 00 Nz y kl D r �r u C m Z ck r- 07- p m .4 o C) rvi nr D CD ' z s ® N z mm ' r 7; �T m G V1 C Y Nz m 100 �y o D N N I � i fi i m m z ,, z Y 0 N N / a.. n go -T-41 PORTION OF N 1/2 OF SECTION 25, T. 23N, R. 4E7 W.M. -— . w to A 11 INHPacific 12100 NE 195th St, Ste 300 Bothell, WA 98011 425-951-4800 Fax 425-951-4808 www.whpacific.com BUILDING "A" WATER SERVICES FIRE & DOMESTIC WATER SCALE: 1 "=5' SHEET INFO DESIGNED TTW DRAWN TTW CHECKED JMTE APPROVED JMTE LAST EDIT 7/24/2015 PLOT DATE 7/27/2015 SUBMITTAL m POST-NDICATOR VALVEMJ WITH TAMPER SWITCH iz � 0 J_ m U_ 0 W 8"0 FIRE SERVICE UNE 4" GV (FLxMJ) DW DW )ST INDICATOR REVISIONS NO. BY DATE REMARKS BUILDING "B" WATER SERVICES FIRE & DOMESTIC WATER SCALE: 1 "=5' FED s V��f' 004 Z �� mmCD .t 3246 IST SS70NAL G1� X11 4 3 SCALE 5 0 2.5 5 10 ( FEET ) 1INCH =5FT. WATER KEYNOTES: 1. INSTALL FIRE HYDRANT ASSEMBLY PER DETAIL 1, SHEET C5.7 (CITY OF RENTON STD. PLAN #310.1). 2. INSTALL VALVE & VALVE BOX PER DETAIL 2, SHEET C5.7 (CITY OF RENTON STD. PLAN #330.1). 3. PROVIDE THRUST BLOCKING PER DETAIL 3, SHEET C5.7 (CITY OF RENTON STD. PLAN #330.2). 4. PROVIDE POLY PIG STATION FOR CLEANING OF WATER MAINS PER DETAIL 4, SHEET C5.7 (CITY OF RENTON STD. PLAN #300.6). 5. CONNECTION TO WATER MAIN EXISTING END LINE CAP PER DETAIL 5, SHEET C5.7 (CITY OF RENTON STD, DETAIL #300.5). 6. INSTALL 4" REDUCED PRESSURE BACKFLOW ASSEMBLY (RPBA) ON DOMESTIC WATER /-12*x4" TEE (MJxFL) SERVICE LINE INSIDE FIRE ROOM. W BLOCKING 7. ADJUST EXISTING FIRE HYDRANT TO FINISHED GRADE. I 8. INSTALL 6" DETECTOR CHECK VALVE ASSEMBLY INSIDE BUILDING PER DETAIL 6, SHEET C5.7 (CITY OF RENTON STD. PLAN # 360.5). 9. INSTALL 4" DIP SUPPLY LINE AND 3" DOMESTIC WATER METER ASSEMBLY PER DETAIL 1, SHEET C5.8 (CITY OF RENTON STD. PLAN # 320.4). 10. INSTALL 2" IRRIGATION WATER SERVICE METER IN PLANTER AREA PER DETAIL 2, SHEET C5.8 (CITY OF RENTON STD. PLAN #320.2). 11. INSTALL 2" IRRIGATION DOUBLE CHECK VALVE ASSEMBLY PER DETAIL 3, SHEET C5.8 (CITY OF RENTON STD. PLAN #340.8). 12. INSTALL 8" REDUCED -PRESSURE PRINCIPLE DETECTOR ASSEMBLY (RPDA) INSIDE FIRE ROOM W/ WALL MOUNTED AMR METER RADIO FOR BY-PASS METER. W-384103 R-384110 WATER PLAN DETAILS - ENLARGED RYAN COMPANY IiR LONGACRES BUSINESS CENTER PROJECT NUMBER DRAWING FILE NAME SCALE P0006568W I 0006568W-C-PP-WA01 Know what's below. Call before you dig. CITY OF RENTON 1 11=5 1 =5' - 30ql-2- 0 SHEET NUMBER C5.3 20 of 28 Z� 004 Z �� mmCD �-! C z C7l lid m n rr Ln qq CA t > O N m W �r) m In 00 ED N 004 �o 'n �-! oo S C lid m n CMD qq CA t > O En z WWW CD � � W �r) 00 �Zy 00 N o OtTj 'n oo S C m n CMD >� o� O 4Cn < • � W R C) �z �y 00 'n oo S C m n CMD 4Cn < • Z X 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 Q � o U � Z1 Q �Q w� �n V� �00 U Cfl Q � p O O O / C.� U Ld D � F- p O / J C - n o-) u •- tn N r-, p C- OCA .Q0 o✓ 00 � U Q u Q 0 c N O E o �5, N / 17+75 35 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+13 35 ED [AR JMTE VED JMTE Sta: 19+44.65 7/24/2015 PLOT DATE 7/27/2015 SUBMITTAL Z N Sta: 18+27;61 8" -FIRE SERVICE 12"0 HDPE STORM 1-12 45' BEND (MJxMJ) _ 1-12"x8' TEE (MJxFL) PIPE CROSSING W/ THRUST BLOCK 1-8" GV (FLxMJ) PROPOSED GROUND 30 _ W/ THRUST BLOCK 6"� PVC _ _ 30 47 LF OFFSET LT. 0 FOUNDATION DRAIN PIPE EXISTING GROUND...... 25 Sta: 19+87.25 Sta: 21+38 2 Sta: 22+88.48 ` _ --- J 25 Sta: 18+34.68 FIRE HYDRANT ASSEMBLY 1-12" TEE (MJxMJ) 1-12" TEE (FLxFL) 4' MIN COVER (TYPICAL) 1-12" 45° BEND (MJxMJ) 17 LF OFFSET RT. _ _ _ _ _ _ _ _ W/ THRUST BLOCK W/ THRUST BLOCK 0 Sao" W/ THRUST BLOCK 1-12" GV (MJxMJ) 2-12" GV (MJ) ,, 3-12 GV (FLxMJ)L4 20] I . I 1. 1, ____ . - 496 - NEW 12" OW - DIP CL. 52 _ 20 Q Sta: 18+00.00 2 6"0 SIDE SEWER 2 O CONNECT TO EXISTING 12 9 Sta. 19+12.75.0. PIPE CROSSING 12"0 HDPE STORM DIP WATER STUB WITH 4" -DOMESTIC WATER SERVICE PIPE CROSSING 12" COUPLER TO BLDG. B W/ 3" METER 15 Ln o PO r- r- CD Ir -C) n ri N . m c. m r. � O °. 00 . � °� 00 N N N N N r.%: N N N N N N N N N N 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 21+15 35 --r- 25 Sta: 21+38.62 1-12" TEE (MJxMJ)_ W/ THRUST BLOCK - 2 -12" GV (MJ) 20 INHPacific 12100 NE 195th St, Ste 300 Bothell, WA 98011 425-951-4800 Fax 425-951-4808 www.whpacific.com 21+50 21+95 -r 35 12"0 HDPE STORM PIPE CROSSING 20 Sta: 21+70.40 _CONNECT TO EXISTING 12" DIP WATER STUB WITH 12" COUPLER 15 21+75 -7r 3 PROPOSED GROUND 2 EXISTING GROUN Sta: 22+00.0 FIRE HYDRANT ASSEMBL' 20 LF OFFSET R- 2 22+00 � N j o. 00 N N N N N N 22+00 22+50 23+00 22+36 35 21+50 22+00 IVA VjL4:`".. MONSOON IN COMPLIANCE WITH CITY F RENTON STANDARDS ....zzz�� Data:'' , By �� . � Date: _h � By Dates BY: ti..,..,at I NFO C ED TTW TTW ED [AR JMTE VED JMTE DIT 7/24/2015 PLOT DATE 7/27/2015 SUBMITTAL 25 Sta: 22+11.14 CONNECT TO EXISTING 12" DIP WATER STUB WITH 12" COUPLER 20 15 FNOBIY NS DATE REMARKS iAmom IN PORTION OF N 1/2 OF SECTION 25, T. 23N, R. 4E, W.M. 0 WATFR KFYNnTFS- 1. 2. 3. 4. 5. 6. SCALE 7. 30 0 15 30 60 8. QED Ear OF WA Sk1��� S TEg�� �SSIO NA L ( FEET ) 9. INCH = 30 FT. INSTALL FIRE HYDRANT ASSEMBLY PER DETAIL 1, SHEET C5.7 (CITY OF RENTON STD. PLAN #310.1). INSTALL VALVE & VALVE BOX PER DETAIL 2, SHEET C5.7 (CITY OF RENTON STD. PLAN #330.1). PROVIDE THRUST BLOCKING PER DETAIL 3, SHEET C5.7 (CITY OF RENTON STD. PLAN #330.2). PROVIDE POLY PIG STATION FOR CLEANING OF WATER MAINS PER DETAIL 4, SHEET C5.7 (CITY OF RENTON STD. PLAN #300.6). 7 CITY OF RENTON STD DETAIL 300.5 . CONNECTION TO WATER MAIN EXISTING END LINE CAP PER DETAIL 5, SHEET C5 ( # ) INSTALL 4" REDUCED PRESSURE BACKFLOW ASSEMBLY (RPBA) ON DOMESTIC WATER SERVICE LINE INSIDE FIRE ROOM. ADJUST EXISTING FIRE HYDRANT TO FINISHED GRADE. INSTALL 6 DETECTOR CHECK VALVE ASSEMBLY INSIDE BUILDING PER DETAIL 6, SHEET C5.7 ( CITY OF RENTON STD. PLAN # 360.5). INSTALL 4" DIP SUPPLY LINE AND 3" DOMESTIC WATER METER ASSEMBLY PER DETAIL 1, SHEET C5.8 (CITY OF RENTON STD. PLAN # 320.4). INSTALL 2" IRRIGATION WATER SERVICE METER IN PLANTER AREA PER DETAIL 2, SHEET C5.8 (CITY OF RENTON STD. PLAN #320.2). INSTALL 2" IRRIGATION DOUBLE CHECK VALVE ASSEMBLY PER DETAIL 3, SHEET C5.8 (CITY OF RENTON STD. PLAN #340.8). INSTALL 8" REDUCED -PRESSURE PRINCIPLE DETECTOR ASSEMBLY (RPDA) INSIDE FIRE ROOM W/ WALL MOUNTED AMR METER RADIO FOR BY-PASS METER. W-384205 R-384212 WATER LINE PROFILES II Know what's below. Call before you dig. RYAN COMPANY AM CITY OF LONGACRES BUSINESS CENTER RENTON PROJECT NUMBER DRAWING FILE NAME SCALE P0006568W 0006568W-C-PP-WA01 1 "=30' I�-3S�22z SHEET T NUMBER C5.5 22 of 28 C < z _ C ?rrm �rn 01 Ln� CD S TEg�� �SSIO NA L ( FEET ) 9. INCH = 30 FT. INSTALL FIRE HYDRANT ASSEMBLY PER DETAIL 1, SHEET C5.7 (CITY OF RENTON STD. PLAN #310.1). INSTALL VALVE & VALVE BOX PER DETAIL 2, SHEET C5.7 (CITY OF RENTON STD. PLAN #330.1). PROVIDE THRUST BLOCKING PER DETAIL 3, SHEET C5.7 (CITY OF RENTON STD. PLAN #330.2). PROVIDE POLY PIG STATION FOR CLEANING OF WATER MAINS PER DETAIL 4, SHEET C5.7 (CITY OF RENTON STD. PLAN #300.6). 7 CITY OF RENTON STD DETAIL 300.5 . CONNECTION TO WATER MAIN EXISTING END LINE CAP PER DETAIL 5, SHEET C5 ( # ) INSTALL 4" REDUCED PRESSURE BACKFLOW ASSEMBLY (RPBA) ON DOMESTIC WATER SERVICE LINE INSIDE FIRE ROOM. ADJUST EXISTING FIRE HYDRANT TO FINISHED GRADE. INSTALL 6 DETECTOR CHECK VALVE ASSEMBLY INSIDE BUILDING PER DETAIL 6, SHEET C5.7 ( CITY OF RENTON STD. PLAN # 360.5). INSTALL 4" DIP SUPPLY LINE AND 3" DOMESTIC WATER METER ASSEMBLY PER DETAIL 1, SHEET C5.8 (CITY OF RENTON STD. PLAN # 320.4). INSTALL 2" IRRIGATION WATER SERVICE METER IN PLANTER AREA PER DETAIL 2, SHEET C5.8 (CITY OF RENTON STD. PLAN #320.2). INSTALL 2" IRRIGATION DOUBLE CHECK VALVE ASSEMBLY PER DETAIL 3, SHEET C5.8 (CITY OF RENTON STD. PLAN #340.8). INSTALL 8" REDUCED -PRESSURE PRINCIPLE DETECTOR ASSEMBLY (RPDA) INSIDE FIRE ROOM W/ WALL MOUNTED AMR METER RADIO FOR BY-PASS METER. W-384205 R-384212 WATER LINE PROFILES II Know what's below. Call before you dig. RYAN COMPANY AM CITY OF LONGACRES BUSINESS CENTER RENTON PROJECT NUMBER DRAWING FILE NAME SCALE P0006568W 0006568W-C-PP-WA01 1 "=30' I�-3S�22z SHEET T NUMBER C5.5 22 of 28 C < z _ C ?rrm �rn 01 Ln� CD ' "' m m z' Cn w D'' l cn 00 C) 01 CD z' Cn w � �y J� Z N l cn 01 01 MT z' Cn pp D Z Y+ 31+00 31+50 32+00 32+50 33+00 33+50 34+00 34+50 35+00 35+50 36+00 36+50 37+00 37+50 38+00 38+50 39+00 39+44 30 30 co W ~ W M W Wto r) I II Cni T- 3i: (n EXISTING GROUND W Cn -25 ��+-- 4' COVER v' a`V VV 384206 W rn O 4' COVER NEW 12 �W -DIP CL. 52 4' COVER --_ — ---_ 20 2 ---__-- — O 6„ Sta: 35+30..0.0 WATER MAIN © 22.75' RT. 2 36"0 CPP STORM Sta: 33+50.00 1-12" GV (MJxMJ) 0_ 15 Sta. 36+60.0 PIPE CROSSING WATER MAIN @ 22.75' RT. ISOLATION VALVE WATER MAIN © 22.75' RT. o5 FIRE HYDRANT ASSEMBLY FIRE HYDRANT ASSEMBLY Sta: 31+58.52 7.5 LF OFFSET RT. ...WATER MAIN ©22.75' RT. _ _ _ _ _ _ 7.5 LF OFFSET RT. Sta: 32+25.00 HYDRANT @ 30.25' RT. HYDRANT @ 30.25' RT. CONNECT TO EXISTING 12"W WATER MAIN © 22.75' RT. 1-12" GV (MJxMJ) 1-12" GV (MJxMJ) 1-12„x1TEE .2” MJxFL 10 ( ) Sta: 31+68.92 1-22Y VERTICAL BEND 1-12 GV (FLxMJ) &BLOCKING 1-12" GV (MJxMJ) WATER MAIN � 22.75 RT. Y' BEND 2-12 SLEEVES (MJ) 1 22 z VERTICAL BE & BLOCKING 31+00 00 CN N N N 31+50 NvHPd(1fiC 12100 NE 195th St, Ste 300 Bothell, WA 98011 425-951-4800 Fax 425-951-4808 www.whpacific.com co N N 32+00 00PO Go N N 32+50 ON O Ln Ln N N 33+00 N Ln Ui N N 33+50 L N N 34+00 co L N N 34+50 SHEETINFO DESIGNED TTW D RAW N TTW CHECKED JMTE APPROVED JMTE LAST EDIT 7/24/2015 PLOT DATE 7/27/2015 SUBMITTAL m cfl O C) U" N N N N N N 35+00 35+50 36+00 REVISIONS NO. BY DATE REMARKS a N 00 N N N N 36+50 '� ED E'V pF WA 38+00 "Al 3A400 WATER 3 2 6� w IST SSI0 NAL E� 1 8"0 DI STORM PIPE CROSSING 12'! CPP STORM PIPE CROSSING R-384113 o O c M O 07 N N N DI00 M cn II O cn 20 Sta: 39+26.21 — — — — W z WATER MAIN © 22.28' RT. CONNECT TO EXISTING 12"W 12"0 CPP STORM z PIPE CROSSING O 1-12"x12" TEE (FLxFL) ck� c� _ » 3 12 GV (FLxMJ) 15 2-12" SLEEVES (MJ) 108'0 SEWER 10 PIPE CROSSING 2*0 SEWER SI PIPECROSSING 5 m � I C6I I I Know Call before you below. 37+00 37+50 38+00 38+50 3A400 WATER PLAN SW 27TH STREET RYAN COMPANY �6 CITY 0F LONGACRES BUSINESS CENTER RENTON kT NUMBER DRAWING FILE NAME SCALE 0006568W 0006568W-C-PP-WA01 1 "=30' w-3d�2°6 SHEET T NUMBER C5.6 23 of 28 Z G z C 2 C } m 0 �m a � rn- c � R z z 111 m m � � w T o O � Z >� N cn rn i �CA 1 UJ CA z 0() CA C t%%) c� C 00 Z O a � c � R z OPT OW CD z � � w T z 00 N a �o m C I R z Iz +n -7 I— < 3: r___1 n D 4-d 0 0 >_ 7� � < 0 1 - I 0 - ( 0 r ---i -4-d 0) In I -0 = (- ) 3: < 111 I 3: I n >- n [__ I 0 I I 0 I n 00 C) CO 0- Lf) 1, - (D 0 0 C-) Q_ 0 0 ,-' .-- > . - CD 0 3: ,--- r-) Cn 0) C . . . LLJ C) 1-- (-)L_ [-- 0 ,--- I C - n 0) I I *� Q) r ---i n Q) ,,- 4--� .- C_ 00 3r (0 -;--j L0 ..CO Qf 0 00 = 0 P,--, =) 0 Q(_ I I U0 r --- 1 =) :2 < W . 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CHECKED JMTE � By: � I Date: APPROVED JMTE ij__ " _11 "F- I 11 �� ,,, �. ) � 7�f� I 1,� [,i, - A � � , Date.; LAST EDIT 7/24/2015 I I I PLOT DATE 7/27/2015 BY: --"-,-., Date: SUBMITTAL -Fi;R, - - � , I a�,_, ,� _,, �- � -, ,��- _� ' ' �,t, r ,, �_- i'_�� _,�:LIji" .',- A":D L,rJv��\"`� - I - - Z�F4,7, I � ,A, L A - - - __ _ . -1 I _ _Cj� ' � � ,- -, '_ t!,j -31 ; ; I _--_.__- - � ------------- I - R Ili � I - i - t-'. i - F _� (': i - � I.. � ,,,,, S " ��,lll%,�_ : - D I -_ ____ ______ - -_ _____ -_ - I I -"-I - -- � - -_ : I - 1 , 'j, -_ --- ------------ -1 _ _ ______ __ ____- - ___--- ______ -_ ____ _1 " - ' ' 14' 1, : � I I 1 li : 7 � � " L 11 I k�,,,, ; - Fi, 11 I � ! , 11 I I � i : : HLND . 4 " 11 , I- I - � 4 -) � _: ,I- : 11 ; 1� "I - I , I � 2E I I - ; - - - - �L_ -_ ------- - - - - -- -- �-�---- -- � - - - I - rz " q , I'll I- , I . ,; E -, L -4. �, k I ! 4 � _j I - -1 - - - i !� 7 1 I, -, -1 2 __ _�_ � i C, � I I 1-1 -, � " �, I 1� � 11 I ., ') - �' � -� , 4 , , � t I- - �_ - - , � -�----- - �' 7 � 54 .�z Im : � � ��,11_:� � 6�3 , - I - - [ (- 3� � , Z r I I �, � - !__1 � � I- I 1: - I _ I -1- , , .1 I . � '26, " 'F,� I �� �� : I �:; " ( , 1, I I /I. -I "I' , ,-. 1, I - - `� _____ - --- I - - - - ____ -,, - _� - ___ ____ ___ __ - I - I __ � , � -11 /,;:; A_- k IL i � 11 _�,_ _i7� - I'E��-, -7 , -Ir. - " I ; I I ,� - - - , , � -, � � - , - - - __�_ �_A,__��1111�, - � , I— 1� �, 1, � , , �� � IR . I � -3-,` '. _ , I ; : ; I 148" to 199" 1 : : ; : : � I : 11 - - . �'__ - � r: - _� I - � Lj � C I i'L -1 `_'� � ' - � � 11 I �_ I- I I I I I � ' 11 " / �11', 1, , � �/f � 1, �_, __ - __ , _�_" " __t I \ ---- - -, _� ,\---, . \1_1 - X / I 1, �-- - -- - - � \" � )\ : , I. I � I/ . I � " , " � ��I . I � I l, , I I I � I i \, I / --- --- I I -1 I I , !I : ' ,--�.' " '_` \ , " I - - I i - - ' , , I 11 � I -77-/- �,,� "'�__ ' � I I � , r I I I " " I . . � I I \ ; ,<, " - , I ; I - , I ; � 1 / / I � � - - - I I -,-- -, ' - ___�' . t_ , , - I \� , 1� I \,,-,, I � � �, I I / I 'L,� I ; I 1 \ � I �, � I, � " �-; I I - - i _-, i " 11_�- i, ,_;, i- ; , , � �, _� -,- , , I I I --- ____ 11 _� � . , , " I - Il- - � I " � - - - , - . I - I j �_ i - �� � � - , t � - D I - I- � ;�'� OC', ,� ':-T'L, - - I � I , P � F , � I - ----- _ _ - I ij__ " _11 "F- I 11 �� ,,, �. ) � 7�f� I 1,� [,i, - A � � , - - , , B- - .-_�",_�;�_W '__ I - I I "I V I I I � ,."�-------, ) ; ��c .� ,�z , CONCRETE BLOCKING FOR STD. PLAN - 330.2 -, It - ", � 1�; ab = .; - - / I I ,-), + ) + , '' - �, HORIZONTAL AND DOWNWARD I _________________________ i �i_' � � ", "'), 1, i I , ": , . - I , 7M � -1- �_� � J� I " VERTICAL BENDS I I � ��_,.- \,,, -1 j , - ,I � ��F" CONCRETE BLOCKING DETAILS SCALE: N.T.S. C5.7 ' lirnits ofpi7e I ,, , V (see note 4j I 10- I , _11-15,70- - PP,7",- /"/"Umi[ & PIT,e zcne I I : I 1�1 /"" , / I I , , Pe (see /, / � - I , , � " I " / i.ote 6� I- , " , /111- I " �1 " , , / 1 '.1 1 1 , / e , � � I/ I I I I / i O.Q. /I / , - - , / 1� I I /I I , �/ I'�' , U I5 C.D m�n I , , I I z " I I ! I � / , / // ��, I ---t , , / _- rte, " //"/', �, -x/ , � I �1 , . " . - I- 1�1 / � , , con"Paction � /L �, 11 _,�, A , , - I /-" /,/ `,// 7 ,X I Imits of pipe , I I , , - I-,- , Ii,`, r � - -----I 0, 6� &D� min Il , - I ,� - I Y , I � 1% - �� - Tolonatinn I , � ., -�-�4, __ __ I , /0� . ,�"� /", /,/"/ <1 , / I I I . I I level // // , I ,/ , I/ I I/, , ''I , I � I , " , . / I - I �, , , 1 + ' I / , " / I .4 �_ 0 qra,el ha-diMc, �- /�,�,` / � , I ' " -, "/ I /, " I gravel backfl", ' _ , / I /I - --- tcund�iticnswhen sper,fied . .*--- for II :�eoding \, - ' A � 4" rn;n 27" 1.0 and undet 6' min ccr2T LD A. Metal and Concrete Pipe Bedding for Flexible Pipe - � I—- � ------------ - ------ ____ span span I - 3'rnlx Flexible Pipe NOTES: - '4,1- - �- " - 3 may, ' ,' � 3 n77 P , i I .1 1. Provide uniform support. Linder barrels. A I , 4,11-1- - !;-x I - I I ,� I � - I 11, , . 1, I I � 11 11, . 2, Hand tamp under haunches. 1-11 I I I /I � 11 / " ��" , , I ,� / I , �� 'I-,' /' -npact bedding material to 95N rilax. density, directly 11 /��/��,� / / 3. Coi '�/ , � , I � : ./,/ / ,, �, .� ,�/, I I � /, I �, : , �,, '' /, " - -,�:" : , .� " ,r pipe, hand tamp only, , �� , ovia r : I � , I / . I, / I / , - -I 0 15;!"iemin , / I __ , ; ! � , . / . . - 4. See "Excavation and Preparation of Trench" in sanitar} � � i -/ I✓, ,,, / I -d 0/SD0T/APVVA � r/ , I , . I sewers section of the standard ,)',, "A ____ ", ---, - , ", - I � WnIts Cf P � i� , I � -- , ,, ,� 11 --- I __ pipr' , -, " specifications for trench width "W" and trenching or, �,,, - , ,,,- i'/' \ 1 - �, a I 0 65 r!se rnin, options. The pipe zone will be the actual trench width. comparT, ,; I ; -��-,�,' I -�-_ � - - �1/ * ' - 1,� 111I The minimum concrete width shall be 1 =I.D. = 18". ,�, " grav�j bacKtill for 5. Trench backfill shall conform to "Backfilling Sewer y " ,,, gavel bat.Aiii - 'or pipe nedding ----- FOL.n�.iatcs,� Pr, sr,-eci�,e,i Trenches" in the sanitary sewers section of the WSDOT/APVVA standard specifications, except that : rocks or lumps larger than 1' per foot of pipe diameter B. Pipe - Arch Installation shall not be used in the backfill material, 6 See "Bedding Material for Flexible Pipe" in aggregates section of the VVSD0T/APVVA standard specifications for the material specifications. I I " , , , , '� , , � /- , I " I I � �' , ,I Z, , _ I / � Ij I �0�,���', Rigid Pipe NOTES: 1 Pipe compaction limits shown on this plan are for pipe - construction in an embankment. For pipe construction - in a trench, the horizontal limits of the pipe compaction zone shall be the walls of the trench. 2. All steel and aluminum pipe and pipe -arches shall be installed in accordance with design A. 1 Concrete pipe with elliptical reinforcement shall be installed in accordance, with design A 4. Concrete pipe, rvith circular reinforcement, shall be installed with design A. 5" O,D, is equal to the outside diameter of pipe or the outside span of pipe -arch. The dimensions shown as 0.D_ with 3' maximum shall be O.D. until O.D. equals 3: at which point 3' shall be used" * 1'-0" for diameters 12" through 42" and spans through 50". Z-10" for diameters greater than 42" and spans greater reater than 50", = Backfill material placed in 0 5' loose layers and I compacted to 95% maximum density, Method B or C compaction (VVSD0T!AP1A`A) = standard specifications.) Pipe Size Min. dist. between barrels circular pipe I colic., LCPE, CMP i01. (diameter) 12" to 24" 12" - 30" to 96" diam. / 2 102" to 18 48" pipe - arch metal only (span) 18" to 36" 12" - 43" to 142" 1 span / 3 I 148" to 199" 1 48" � y - I 1, -1 STD. PLAN - 220.00 - 1 1, - PUBLK' AVORKS PIPE COMPACTION ___._ + + " I IAF �'P A RT M F , _Vr I DESIGN AND BACKFILL __ - - 2 MARCH ., 008 PIPE COMPACTION DESIGN AND BACKFILL SCALE: N.T.S. REVISIONS i NO. BY DATE REMARKS I I . I : 1 I I ZED RV ()y WAS - , , ��� '15i C, I- 11 ". I I I I 1 I I , ,e�', 11 f � i 4" . 1 . I 11. I 0 is S7 ON L Ely 1, - - 1 ; " __ I I I ; - I - _� 7 � - �__7 -.-- --fl- ;�,__ _�-- - __--- - -I ,� ,�F ,,�,I _�,.-- � � ,7 11 _- �, ,; : ,-- - - I � � I �,,j - - - - - I �- I-— , , I ,_ - -, - , . - - - ' Ti� - T_�,'r'��:�_ __l`V,' �_,_ "iS� - ,F �_A_ , ,_� , _1:1 . I � I ,�,__, � V� ,- �_ ,�: � I I - -11 I F ,� --',-_i!- I -1 _ _", __ 1_; \i E __ I I - - -_ -, I -_�'11_ HL -_� i� - �- K -, ,- F � � 5', -: L ", � ,'� ,, _'� - - - -) - �-� �' - ( ) I -\-, . STD. PLAN - 300.6 .� -, , � l-) � 1. , , - , __1 'i POLY PIG STATION FOR CLEANING OF : i, I , � , �___ ___________.____._.___._____ +� )+ - - ---� " � , I I I'. ,� -T I . , � I , � I t , 11 I I -1, I " 1, WATER MAINS �) , � - , � " ,L\_'', j I � il_ I I I 11 � I I I *��_ �R\` ,� , POLY PIG STATION DETAIL SCALE: N.T.S. sil % 40 1411) M 2" ANNULAR CLEARANCE REQUIRED - I "I'll., - Is --__ ------, a* I - �,--, , 1;? I' 3 i " " -) ;=� ,,' - > e_j CL 0. 6ML IF of - % fl� " & K?rA 16 a it, IN U'DW-0 I V4 AA f is I `6 -) ( rk I " vow C V h 6110,01%tr , 4k A ,'8'ranige,j-.D,1 90�,� Elbor,vv '71 BACKFLOW SECTION WSW I SCALE: 112I = 11-0, I W -384101 R-3 WATER DETAILS I Know what's below. Call before you dig. RYAN COMPANY CITY OF LONGACRES BUSINESS CENTER III RENTON PROJECT NUMBER DRAWING FILE NAME SCALE 0006568W-C-PP-WA01 N/A SHEET NUMBER C5.7 24 of 28 - C. j M T C 0: M CD . M _0 t: f- M 2 al - 9 R CY r J K M 1 RD Z M I 7 71 M I 0 ( -) 9 (A m -� X 00 ICD _� > * A A 111111111111111111111l'i -) ( OO � 2� tz CD C) " 0 > n t: ! I CD 0 P 0 C/) 0 W P rj, I PC� 0 > CA tQ C 2 (=) Cn tt (A I Uj I 0 ( -) 9 (A m -� X 00 N tt * --I �d �3" (4 C-+ I I M ; > � -1-1 -3 L ! I CD 0 -0 U _T M .1 n 0 1 Ir, � D 0 > r" 13 = M * -I' 1, I a Cn 9: o• � 7 0 Z Q 77 11; . 771 1111111111111111 Ld _j u0 n n 0 00 0 c Ln 0 0 n CO c - C) C) I n 1 CO Q) Q Q) 00 Ln QD 0 ry 0 0 C) U) D '5- �LL BE LIF� R_- I- D R -F! %7 1 1(-:-,T il!"AJ01") p", T'T'PL L'I N L E /4 4" SC' DDIL) Ire T.,Ir f ES T PJR2' K� J 4" 1, Oil I-, A L �ESILILENT va_vF \4, AT P -I F 'A I A F P I P r E ?W' 17 GI 7W F, E INC; f-'� 0A I W, (_>: L V, 0 1- P RE CA 3 T D', 0 R E -F /A. i L T A'"x 7 H 1 N F D 4W"T N SE_ ` 0 F-1 E.,, F 6",47 :' 3'tiffilUVW,%T__P ME -EP -.0i'JA"", I;Eksuc' -:; I num-i-1,117, "I - TEF,JgITi -,:)j,:HREA0 7,1TL1- I 1:_E REGISTE: &, EE +_CR A H' VH�tl FR, r,)!- _`. VFT-R, RFOL-1- v.T RPE UF P RT M � T6 W, 4 L , I C: E', _R, I S -All, L-+ TFF RE LIGEk VF - F F`4. A% RA I< I FRF; F TJ TV11-F P4�)T 'S-iC6, C4, 1�(�,_UHD IN 71-E C_ -JAIL ,IJI:rFF, HY _1--F U-( 1TY 7,FF FG4 17 "IG v,,1A_ L R ----IF, L;%Ar �CM E U L A 101 C En P. N F. SI A L 10! F A, 11t-,91f,,m-A "v —ACS: =;IU- ',:LEA \` - H',! I -P, HH 4IY'IC AL j'N _E WIPICIJ117: N') TF DF, 1t,: a.'. F -i % T , �T, AGAITS_ TH-_ [iEl�1 -1h4-;-, x10') T, -i Dj I ATL I Pill j N 5" CIP 4" 'LxF'E .LWL',- "t j _)(K Ii_1 �<)N 5' -T- -C., �_F DF 4' -1-EXIBL.L. OJHLNIG A,,APT)R. �JR .PPRC)�El, STD. PLAN 320.4 3", 4" & 6" COMPOUND DOMESTIC WATER METER ASSEMBLY 3" COMPOUND DOMESTIC WATER METER ASSEMBLY SCALE: N.T.S. MA_rT For 2 ER -'E: M1, E R L _� �_ A STPP ..................... N V .' C F I Tl 2" b J p t � ClO fa, I r:1 n k) 1, se Two c's, e crc,., o�-!- unic W z I,,A, C' 7 tiJ'p 2" t h c de j L --i s s ix 7 1 qVL L r r 'Au c; I L-':4_ 2" 11 c, ,r .ave (j;!oncl c "cl "clyon SM1 o III Gdl. , Nir-,=c her 1g, rigid rr etler sr)reDdcr rr! c'c r ;elle, cc N:Iter !Py Z. 1 (rck, box Lq,ici ,'d `t�. 111,_,br:- C r j C'_ fv�s�_;Cr u t" Z" jri: .Zj r,: -JC rquod '5 V �N ALL T' PORTION OF N 1/2 OF SECTION 25, T. 23N9 R. 4E, W.M. VA T T D L E J1 5 E T 7,1 V Q-TWEP, DJIMIQ 3v '�IrNA_, 2" r. X 2" her, -ce A-) p eCe J:1 c 7 oc� stc V,'Ji- J` t;r c) n z e mpp T Dte- eif 74 D, p�_�, Forr�� ","B-1 �iE- �c c, t od 1'� -_ k 7,1 :hr_, Y'cl cl h t j Ir 1..-e sup�cIt o` z?,tc,- _1 AAh r i r 2 �J,�Zc ndc 7 J d 'd R,7�T! j wc r STD. PLAN 320.2 2" AND 2" WATER SERVICE LOCATED IN PLANTING STRIP iY'' I 2" IRRIGATION WATER SERVICE IN PLANTER STRIP SCALE: N.T.S. a 340.8 4" TO 2" DOUBLE CHECK VALVE STD. PLAN ASSEMBLY FOR IRRIGATION OR DE-PAP'FINIEN T RESIDENTIAL FIRE SPRINKLER M:N kc'H x_'.010 2" IRRIGATION DOUBLE CHECK VALVE ASSEMBLY SCALE: N.T.S. W-384108 R-384115 Know what's below. Call before you dig. fi W11Pd(1 C 12100 NE 195th St, Ste 300 Bothell, WA 98011 425-951-4800 Fax 425-951-4808 www.whpacific.com UR BUILDING LASTING RELATIONSHIPS IN CiOMPUANCEW.ITH CITY OF RENTON 1 11 STANDARDS BY: Date: BY: Date: BY: Date: ----------------- ------ BY: Date: 11 ECE aT I RC,r 1 VAL V__ mp 1, A Y'l., -DJAL T�,) F,' TED EV O'F WA ev 14, – '4 k 3246 M "o 0 REGI YONAL S A' I H HaNP ANP L -E E �C .'E; DESIGNED P Ti' N, A _H NO. BY DATE `L:kL4 Aq W 'A_,: TTW L CHECKED JMTE 6�-H CUL�AR 20" FF011 '-.L. APPROVED JMTE F(„k I v 6 p F1� R CI LAST EDIT 7/15/2015 y1111V,,_'�� i!_ r'jt, --- - PpAf, PLOT DATE 6",47 :' 3'tiffilUVW,%T__P ME -EP -.0i'JA"", I;Eksuc' -:; I num-i-1,117, "I - TEF,JgITi -,:)j,:HREA0 7,1TL1- I 1:_E REGISTE: &, EE +_CR A H' VH�tl FR, r,)!- _`. VFT-R, RFOL-1- v.T RPE UF P RT M � T6 W, 4 L , I C: E', _R, I S -All, L-+ TFF RE LIGEk VF - F F`4. A% RA I< I FRF; F TJ TV11-F P4�)T 'S-iC6, C4, 1�(�,_UHD IN 71-E C_ -JAIL ,IJI:rFF, HY _1--F U-( 1TY 7,FF FG4 17 "IG v,,1A_ L R ----IF, L;%Ar �CM E U L A 101 C En P. N F. SI A L 10! F A, 11t-,91f,,m-A "v —ACS: =;IU- ',:LEA \` - H',! I -P, HH 4IY'IC AL j'N _E WIPICIJ117: N') TF DF, 1t,: a.'. F -i % T , �T, AGAITS_ TH-_ [iEl�1 -1h4-;-, x10') T, -i Dj I ATL I Pill j N 5" CIP 4" 'LxF'E .LWL',- "t j _)(K Ii_1 �<)N 5' -T- -C., �_F DF 4' -1-EXIBL.L. OJHLNIG A,,APT)R. �JR .PPRC)�El, STD. PLAN 320.4 3", 4" & 6" COMPOUND DOMESTIC WATER METER ASSEMBLY 3" COMPOUND DOMESTIC WATER METER ASSEMBLY SCALE: N.T.S. MA_rT For 2 ER -'E: M1, E R L _� �_ A STPP ..................... N V .' C F I Tl 2" b J p t � ClO fa, I r:1 n k) 1, se Two c's, e crc,., o�-!- unic W z I,,A, C' 7 tiJ'p 2" t h c de j L --i s s ix 7 1 qVL L r r 'Au c; I L-':4_ 2" 11 c, ,r .ave (j;!oncl c "cl "clyon SM1 o III Gdl. , Nir-,=c her 1g, rigid rr etler sr)reDdcr rr! c'c r ;elle, cc N:Iter !Py Z. 1 (rck, box Lq,ici ,'d `t�. 111,_,br:- C r j C'_ fv�s�_;Cr u t" Z" jri: .Zj r,: -JC rquod '5 V �N ALL T' PORTION OF N 1/2 OF SECTION 25, T. 23N9 R. 4E, W.M. VA T T D L E J1 5 E T 7,1 V Q-TWEP, DJIMIQ 3v '�IrNA_, 2" r. X 2" her, -ce A-) p eCe J:1 c 7 oc� stc V,'Ji- J` t;r c) n z e mpp T Dte- eif 74 D, p�_�, Forr�� ","B-1 �iE- �c c, t od 1'� -_ k 7,1 :hr_, Y'cl cl h t j Ir 1..-e sup�cIt o` z?,tc,- _1 AAh r i r 2 �J,�Zc ndc 7 J d 'd R,7�T! j wc r STD. PLAN 320.2 2" AND 2" WATER SERVICE LOCATED IN PLANTING STRIP iY'' I 2" IRRIGATION WATER SERVICE IN PLANTER STRIP SCALE: N.T.S. a 340.8 4" TO 2" DOUBLE CHECK VALVE STD. PLAN ASSEMBLY FOR IRRIGATION OR DE-PAP'FINIEN T RESIDENTIAL FIRE SPRINKLER M:N kc'H x_'.010 2" IRRIGATION DOUBLE CHECK VALVE ASSEMBLY SCALE: N.T.S. W-384108 R-384115 Know what's below. Call before you dig. fi W11Pd(1 C 12100 NE 195th St, Ste 300 Bothell, WA 98011 425-951-4800 Fax 425-951-4808 www.whpacific.com UR BUILDING LASTING RELATIONSHIPS IN CiOMPUANCEW.ITH CITY OF RENTON 1 11 STANDARDS BY: Date: BY: Date: BY: Date: ----------------- ------ BY: Date: SHEET INFO mp REVISIONS m MC M TED EV O'F WA ev 14, – '4 k 3246 M "o 0 REGI YONAL S WATER DETAILS 11 RYAN COMPANY 49 Ap# CITY OF L O N GAC R E S BUSINESS CENTER RENT 0 N SHEET NUMBER C508 25 of 28 DESIGNED TTW NO. BY DATE REMARKS DRAWN TTW CHECKED JMTE APPROVED JMTE LAST EDIT 7/15/2015 PLOT DATE 7/16/2015 PROJECT NUMBER P0006568W DRAWING FILE NAME 0006568W—C—PP—WA01 SCALE N/A SUBMITTAL i- 3'!B q z 2-S ,8 Lf 2 Oe$ a 7 C. z 00 � Z c mp m m MC M 0 UJ > 00 tQ tmt co 00 � Z mp MC M c� > <1 CNJt UJ 00 tQ tmt co mp MC M ZI