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HomeMy WebLinkAboutzS-3701Setm 11 Y I U) I (—D n-� ra 8' "PVC 280.07 (IN E} I I ", 11 "I , 1 8 PIV-1 2791.69, (uu T-W, V WA ID3 EN & E E AS MC, NO. ......... EASEMENT '87W25 4117 12+44.41,42.E6 RT -8" 90- I 5' � Al. C,BEND (h(4) RUN 8' PRIVATE -S0E,SE*ER` 'W/ CON BLOCKING �GO COORDINATE ........... FOR LOdARON'& DEP7H OF,,- -LATERAL CONNEC77CINS, 28¢ 00 ........ ...... SCALE. 20' ----294 0 k 1, lU - U.I. &6N BmP '4, 108 -SF) rt j. (FLOW "'CONTROL l INUINE aRANOU , TIP) SECTION A - ACCESS ROAD A FIRE DEPT ACCESS SPRINKLER RISER ROW.-PROVIDE F.D. APPROVED LOCK 9ENS45 omml r-? NOT 70 SCALE 4. VICE WTH J" QN018WO DOMESTIC WA 8 NO y s Vi 6. V- IASSEMBLY PER RENTON STD. PLAN 320.4. SEE DETAIL. SHEET C4.J. PROVIDE PRV AND RP&A, COMPLANT,W114 PLUMBING COO& IN SPRINKLER RISER ROOM. SEE"' 7? 1 ^6 ,j 4 MECHANICAL PLAN FOR DETAILS. PIV PAINTED BGUf mC ........ 'PROPOSED APARMENT PIV (PANTED RED). PROVIDE DDC�VA IN SPRINKLE RISER ROW PER MECHANICAL S4L PLAN AND RENTON, SID PLAN DETAIL SHEET C4.4.',, BUILDING 7 CLEANOUi TYP) "44-01" s> f tA!4� SHEET C4.3 04 L EL JJSOO (67 PSI) 0+92 10 7/2*- BENO 1� LEVE I 1+ 79.52. 03 LEVEL EL 325.00 .81, 247LT, ,P2 LEVEL EL 3IaOO (/u P�j 77+&&45� U.917- HT (RD-01) 1-8- ME, (R.) DI LEVEL EL 304.00 (81 PSI) 1-8"64717 VALVE' (FbMd) Cr BY LEVEL-EL 2-9XO0-(85.P9) I I�iO ke' OU (FLxMJ) 2-8' °ATE VALVES m ES77MATM STA77C WICONC G i? WA TER PRESSURE FIRE ACCESS EASEMENT REC. NOS 20JOJO2 8 6 & 631201086 2+5716 400' LT I-10,9L ff FG r r -x 1-5-114* F74 ASSEMBLY g'-6' D.I. PExPE• 2-6"FLxWJ ADAPTERS WICONC BLOCKING PER RENTON- STEP, PLAN 310. 1 7 SEE 3+70.56, 4.22'LT, ---------- 1 0 li- SEND (eJ) W1 CONC. BLOCKING j TEMP. SHORING/ 3+8452, 6.04' LT rr DURING CONSTRUCTION * 1-10' 221 BEND (M✓) ... ... . 00"- W/ GONG BLOCKING REMOVE EX. FH 2' IRRIGA77ON MEIER WTH S;ID DCVA PER RENTON S 0 ij 340 �SION & REMO kE X31 EXIST8' WA MAIN. z MAIN (TYP FOR BOTH 10- AND 8- MAINS) NOTE.• SEE 7HE MECHANICAL PLANS FOR THE LOCA71ON OF THE OIL/WATER SEPARATOR FOR THE PARKING GARAGE: NOTE* CONCRETE BLOCKING FOR HORIZON77AL AND DOVONNARD WR77CAL BENDS PER RENTON STANDARD PLAN JJO SEE DETAIL. SHEET C4 4 1 Z 1� NOTE: FIRE SPRINKLER SUPPLY SYSTEM SHOW SCHEMA 77C ONLY. -q2E AND LOCA77ON OF SYSTEM COMPONENTS, INCLUDING PIPE FDQ, PIV AND BACKFLOW PR07ECIION (INSIDE RISER Room) 70 BE CONFIRMED BY A CERTIFIED FIRE SPRINKLER DESIGNER FNALIZED DESIGN 70 BE SUBMITTED TO CITY OF RENTON FIRE DEPARTMENT FOR RENEW AND APPROVAL TOGETHER W7H DESIGN FOR BLDG FIRE SPRINKLER SYSTEM, 0 In AV-fs S= 370101 1-5-114' FH ASSEMBLY 8'-6* Al. PEXPE 2-6FLxWJ ADAPTERS 1-10' GATE VALVE (FLxMJ) 1-10' FLxMJ ADAPTER WICONC BLOCKING PER RENTON S7D PLAN 310.1 SEE DETAIL SHEET C43 SEE SHEET C4.1 FOR WATER AND SEWER PROFILES NOTE* 3' MINIMUM COW? REQUIRED OVER ALL PROPOSED WATERMAIN AND SERHCES UNLESS 07HERWSE` NOTED, WAZERMAIN TO BE INSTALLED SUCH 7HA T ISOLATED HIGH AND LOW POINTS ARE NOT CREATED BET*EEN POINTS OF CONNEC770N. NOTE, 70 THE EXTENT POSSIBLE, ALL PROPOSED ABOVE AND BELOW GROUND NET UTIUTIES HAVE BEEN INDICATED ON THESE PLANS LAYOUTS FOR CERTAIN DRY UTILITIES (PONER, 7EZECONMUN10471ONS; GAS) HAW YET TO BE DESIGNED BY THEIR RESPEC77W PURVEYORS; AND ARE NOT DEPICTED WHEN AVAILABLE; 7HE CONTRACTOR SHALL SUBMIT THESE LAYOUTS 70 THE ENGINEER FOR RENEW AND COGROINA 77ON PRIOR TO INS TALLA 770N. TO MINIMIZE SCHEDULED SHU7DOWN OF WATER NEW TOP 310.0.* (MATCH FG) a- PVC (IN-S) a- PAC (OUT-W) CTR CHANNEL 301.96 9+87.54 . 2378' LT CONNECT 70 EX. 8' WA CUT IN. 1-8' TEE (FL) 2-8" GATE VALVES (FLxMJ) 1-8' D.I. (PEIRE) CUT TO FIT 1-8, COUPLING 1-8' BLIND FLANGE ss W1 GONG. BLOCKING PER REW70N SID PL01 SEE DETAIL, CB-7291 TOP 309.56 12" CMP IF 306 80 (OU T-N) —20' WATER, 'SEWER, STORM ANP FO#7,1TRAFF7C ESMX, REC' WO, :�EJ02070,7 - 44 EX. GCB TY I Pt 2 RIM 291,87, , 1�? -M -E) NEW 10 2B8. S�,'(IN 12"' I-- W) 1 CMP 1E 2&57, 12+4253 16.22' RT CONNECT 7T, EX. WA CUTIW�iil 1-8 TEE (FL) 2-11"'GATE VALVES (FLWifJ) 1-a"4 L (P&PE) CUT TO FIT 1-8' COUPLING 11-8- BUNDFFLANGE W1 CO*. BLOCKING PER RENTON -STD PLAN JODJ SEE DEIIAIL, SHEET C4.2 19+10 99,37',Jr RT -AI ak 29, > ASSOCIATES 12112115thAve.tE 1-8'x4' TEE Kirkland, WA 98034=6923 1-4' GATE I z W/ CONC. a t" 0 + Ln I-8-x6- 1-6' GATE W1_ CONC. i > IX-8-D.I. F DC 5'-B' D. z MAIN (TYP FOR BOTH 10- AND 8- MAINS) NOTE.• SEE 7HE MECHANICAL PLANS FOR THE LOCA71ON OF THE OIL/WATER SEPARATOR FOR THE PARKING GARAGE: NOTE* CONCRETE BLOCKING FOR HORIZON77AL AND DOVONNARD WR77CAL BENDS PER RENTON STANDARD PLAN JJO SEE DETAIL. SHEET C4 4 1 Z 1� NOTE: FIRE SPRINKLER SUPPLY SYSTEM SHOW SCHEMA 77C ONLY. -q2E AND LOCA77ON OF SYSTEM COMPONENTS, INCLUDING PIPE FDQ, PIV AND BACKFLOW PR07ECIION (INSIDE RISER Room) 70 BE CONFIRMED BY A CERTIFIED FIRE SPRINKLER DESIGNER FNALIZED DESIGN 70 BE SUBMITTED TO CITY OF RENTON FIRE DEPARTMENT FOR RENEW AND APPROVAL TOGETHER W7H DESIGN FOR BLDG FIRE SPRINKLER SYSTEM, 0 In AV-fs S= 370101 1-5-114' FH ASSEMBLY 8'-6* Al. PEXPE 2-6FLxWJ ADAPTERS 1-10' GATE VALVE (FLxMJ) 1-10' FLxMJ ADAPTER WICONC BLOCKING PER RENTON S7D PLAN 310.1 SEE DETAIL SHEET C43 SEE SHEET C4.1 FOR WATER AND SEWER PROFILES NOTE* 3' MINIMUM COW? REQUIRED OVER ALL PROPOSED WATERMAIN AND SERHCES UNLESS 07HERWSE` NOTED, WAZERMAIN TO BE INSTALLED SUCH 7HA T ISOLATED HIGH AND LOW POINTS ARE NOT CREATED BET*EEN POINTS OF CONNEC770N. NOTE, 70 THE EXTENT POSSIBLE, ALL PROPOSED ABOVE AND BELOW GROUND NET UTIUTIES HAVE BEEN INDICATED ON THESE PLANS LAYOUTS FOR CERTAIN DRY UTILITIES (PONER, 7EZECONMUN10471ONS; GAS) HAW YET TO BE DESIGNED BY THEIR RESPEC77W PURVEYORS; AND ARE NOT DEPICTED WHEN AVAILABLE; 7HE CONTRACTOR SHALL SUBMIT THESE LAYOUTS 70 THE ENGINEER FOR RENEW AND COGROINA 77ON PRIOR TO INS TALLA 770N. TO MINIMIZE SCHEDULED SHU7DOWN OF WATER NEW TOP 310.0.* (MATCH FG) a- PVC (IN-S) a- PAC (OUT-W) CTR CHANNEL 301.96 9+87.54 . 2378' LT CONNECT 70 EX. 8' WA CUT IN. 1-8' TEE (FL) 2-8" GATE VALVES (FLxMJ) 1-8' D.I. (PEIRE) CUT TO FIT 1-8, COUPLING 1-8' BLIND FLANGE ss W1 GONG. BLOCKING PER REW70N SID PL01 SEE DETAIL, CB-7291 TOP 309.56 12" CMP IF 306 80 (OU T-N) —20' WATER, 'SEWER, STORM ANP FO#7,1TRAFF7C ESMX, REC' WO, :�EJ02070,7 - 44 EX. GCB TY I Pt 2 RIM 291,87, , 1�? -M -E) NEW 10 2B8. S�,'(IN 12"' I-- W) 1 CMP 1E 2&57, 12+4253 16.22' RT CONNECT 7T, EX. WA CUTIW�iil 1-8 TEE (FL) 2-11"'GATE VALVES (FLWifJ) 1-a"4 L (P&PE) CUT TO FIT 1-8' COUPLING 11-8- BUNDFFLANGE W1 CO*. BLOCKING PER RENTON -STD PLAN JODJ SEE DEIIAIL, SHEET C4.2 19+10 99,37',Jr RT -AI ak 29, wcwc. 1 PER RENT MAY NEEL 12+31.35. 4. ASSOCIATES 12112115thAve.tE 1-8'x4' TEE Kirkland, WA 98034=6923 1-4' GATE I 425.821.3481 fax W/ CONC. a t" �-B D.1 + I-8-x6- 1-6' GATE W1_ CONC. i IX-8-D.I. F DC 5'-B' D. ss I -6FLXWJ ADAPTERS LAN mai IFET C4.3 SSMH 97395 RIM 297.65 BE RELOCATED 8" PVC (IN-E) RT 8- Pvc (OUT-W) A CIR CHAN 290.69 L-LI E (FLxmi) 'ING A. RT, R JxFL) Vr I Olwj) K)NG Lu 7 (FLI' Hi I ASSEMBLY Q 'ExPIF, 2-61RAWJ ADAPTERS ;t ADAPTER Aa bcKlmG. PER RENTON s7D PLAN may SHErF,C4.3 17 +50.76. 4.26' RT BEND /"✓ *4 uj 0 � 4 a = °p o 4: X A w? GONG. BLOCKING ri1 11 +3&89 9,02' RT 1 -8 45' BEND NJ) tl W1 CONK. BLOCKING f2 12 L MIN. COVER (TIP) Rag a WAWNI,, UHU'r AND CONSTRUICRON EASEMENT (TYP) 82QF-� 371 ACC= GRADING. UTILITY AND C0NS7RUCY7ON EASEMENT (T)P) 10+550. 04 ii.9.02- RT 45 BEND I. JA A14 PIS BLOCKING FROMM Nuam MAW & MAWn^ PIS 0e, j % PRw= SURVEYOR AMM a FLIfft PE FRDJ= ENGINEER COME LF714 NA PEDRO LANDSCAPE MKHM 6- PVC 1E J06.90 (IN-E) FIRST SUENUM DATE: 10/15/12 4, 7/ 8- PVC 1E 30719 (IN-S) SCALE BEL-11-20- Uff-'NIA -3-1 29 9'-8 Ol. 10+0&41, 5.50' RT BEND (MJ) IZ54 15.00' LT W1 CONC. BLOCKING 45' BEND MJ GONG BLOCKINCel WA TER PRESSURE ZONE a 490 N0 1E -q,M AND LOCA 77ON OF DOMES71C WATER SERVICE AND MEYER, AND SANITARY SIDE SERVICE TO BE CONFORMED BY PROJECT MECHANICAL ENGINEER PRIOR 70 CONSTRUCTION CAU77ON LOCATION OF ENS77NG U77LI77ES SHOW IS APPROXIMATE AND MAY NOT BE ACCURATE OR ALL INCLUSIVE. ITISTHECONTRACTORS RESPONSISLITY 70 FIELD VERIFY LOCAPON OF U77LI77ES PRIOR 70 PROCEEDING NITH C0NS7RUC770N YOU MUST CALL 1-800-424-5555 NOT LESS THAN 2 FULL BUSINESS DAYS BEFORE BEGINNING EXCA VA 77ON WHERE ANY UNDERGROUND U77LI77ES MAY BE LOCATED. FAILURE TO DO SO COULD MEAN BEARING SUBSTANTIAL REPAIR COSTS. CITY OF RENTON Approved by: 6%L/ 6*qv/ Date: Off - 2, 7013 Approved by�- , �Xe � Date: fD Approved by: -114- '+�,d Date: /V 17 )1 -9 Approved by: Date: 02013 TRIAD ASSOCIATES S-37(o(ol SLID' NOT VAID UNLESS SIGNED AND DATED JOB NO. 09-029 ' "' C4. 0oF 15 T ASSOCIATES 12112115thAve.tE Kirkland, WA 98034=6923 425.821.8448 425.821.3481 fax 800.488.0756 1011 free v Anadae uatw.net X -6FLXWJ ADAPTERS LAN mai IFET C4.3 SSMH 97395 RIM 297.65 BE RELOCATED 8" PVC (IN-E) RT 8- Pvc (OUT-W) A CIR CHAN 290.69 L-LI E (FLxmi) 'ING A. RT, R JxFL) Vr I Olwj) K)NG Lu 7 (FLI' Hi I ASSEMBLY Q 'ExPIF, 2-61RAWJ ADAPTERS ;t ADAPTER Aa bcKlmG. PER RENTON s7D PLAN may SHErF,C4.3 17 +50.76. 4.26' RT BEND /"✓ *4 uj 0 � 4 a = °p o 4: X A w? GONG. BLOCKING ri1 11 +3&89 9,02' RT 1 -8 45' BEND NJ) tl W1 CONK. BLOCKING f2 12 L MIN. COVER (TIP) Rag a WAWNI,, UHU'r AND CONSTRUICRON EASEMENT (TYP) 82QF-� 371 ACC= GRADING. UTILITY AND C0NS7RUCY7ON EASEMENT (T)P) 10+550. 04 ii.9.02- RT 45 BEND I. JA A14 PIS BLOCKING FROMM Nuam MAW & MAWn^ PIS 0e, j % PRw= SURVEYOR AMM a FLIfft PE FRDJ= ENGINEER COME LF714 NA PEDRO LANDSCAPE MKHM 6- PVC 1E J06.90 (IN-E) FIRST SUENUM DATE: 10/15/12 4, 7/ 8- PVC 1E 30719 (IN-S) SCALE BEL-11-20- Uff-'NIA -3-1 29 9'-8 Ol. 10+0&41, 5.50' RT BEND (MJ) IZ54 15.00' LT W1 CONC. BLOCKING 45' BEND MJ GONG BLOCKINCel WA TER PRESSURE ZONE a 490 N0 1E -q,M AND LOCA 77ON OF DOMES71C WATER SERVICE AND MEYER, AND SANITARY SIDE SERVICE TO BE CONFORMED BY PROJECT MECHANICAL ENGINEER PRIOR 70 CONSTRUCTION CAU77ON LOCATION OF ENS77NG U77LI77ES SHOW IS APPROXIMATE AND MAY NOT BE ACCURATE OR ALL INCLUSIVE. ITISTHECONTRACTORS RESPONSISLITY 70 FIELD VERIFY LOCAPON OF U77LI77ES PRIOR 70 PROCEEDING NITH C0NS7RUC770N YOU MUST CALL 1-800-424-5555 NOT LESS THAN 2 FULL BUSINESS DAYS BEFORE BEGINNING EXCA VA 77ON WHERE ANY UNDERGROUND U77LI77ES MAY BE LOCATED. FAILURE TO DO SO COULD MEAN BEARING SUBSTANTIAL REPAIR COSTS. CITY OF RENTON Approved by: 6%L/ 6*qv/ Date: Off - 2, 7013 Approved by�- , �Xe � Date: fD Approved by: -114- '+�,d Date: /V 17 )1 -9 Approved by: Date: 02013 TRIAD ASSOCIATES S-37(o(ol SLID' NOT VAID UNLESS SIGNED AND DATED JOB NO. 09-029 ' "' C4. 0oF 15 P @z X E a M z x 3 W (.D Q ry I wz �z HW a 0 MER 310 1 +00 2+00 3 +00 4 +00 10 +00 11 +00 12 +00 320 310 300 290 13 +00 5 +00 5 320 CITY OF RENTON TRIAD Approved ASSOCIATES X ti Approved KiMantl, WA 98034 -6923 425.821.8448 a. 310 800.488.0756 toil Boo Date: www.inatlassodates.net Approved by: N Date: w hm a N n o I O; m Np q u 0 W 'o a a j °z m N ° 0 310 1 +00 2+00 3 +00 4 +00 10 +00 11 +00 12 +00 320 310 300 290 13 +00 5 +00 5 320 CITY OF RENTON TRIAD Approved ASSOCIATES Amw Gjw4✓ ti Approved KiMantl, WA 98034 -6923 425.821.8448 p 310 800.488.0756 toil Boo Date: www.inatlassodates.net Approved by: N Date: hm N 8 I O; Np q u W 'o �a °z sW 310 1 +00 2+00 3 +00 4 +00 10 +00 11 +00 12 +00 320 310 300 290 13 +00 5 +00 5 320 CITY OF RENTON TRIAD Approved ASSOCIATES Amw Gjw4✓ 12112 115th Ave. hE Approved KiMantl, WA 98034 -6923 425.821.8448 425.821.3461 fax 310 800.488.0756 toil Boo Date: www.inatlassodates.net Q 2 300 y v 3 PC W 3 Lu W 290 0) LU 2 a O O V 2 a a 00 1 280 3 v O 275 ~ V i'i 02013 TRIAD CL ; W- 3�oioa S-3 ?o(Od, 12 D V 'I R a � e 0 z Gfiguer T. jsE4a Pls FBDMT NUIU,88 MARK S HARALT0IA AS PSDJM SOEFEFOE am a FLVW PE FORM Br16DDDDL DENSE IFW !QA PBDZM LANDSCAPE MICHM FEST SDI0UM DAM 10115112 SCAIA' SAM-11-20' VW_1' -5 ,QjV9 C. Ft, 't' p4 WAS.p�!y 48806 oxn1. G�3�3 MW NOT FAUD DNIII&RS SCdi&D AND DA18D 103 No. 09 -029 'm N0 C4. 10F 15 CITY OF RENTON Approved by: Amw Gjw4✓ Date: Approved by: Date: Approved by: Date: Approved by: Date: 02013 TRIAD CL ; W- 3�oioa S-3 ?o(Od, 12 D V 'I R a � e 0 z Gfiguer T. jsE4a Pls FBDMT NUIU,88 MARK S HARALT0IA AS PSDJM SOEFEFOE am a FLVW PE FORM Br16DDDDL DENSE IFW !QA PBDZM LANDSCAPE MICHM FEST SDI0UM DAM 10115112 SCAIA' SAM-11-20' VW_1' -5 ,QjV9 C. Ft, 't' p4 WAS.p�!y 48806 oxn1. G�3�3 MW NOT FAUD DNIII&RS SCdi&D AND DA18D 103 No. 09 -029 'm N0 C4. 10F 15 i LISBON a F (-y I-7 Q E _z Nei r � I"��1 it i o I h Sn 0 a Q U y n n LISBON a F (-y I-7 Q E _z Nei r � I"��1 it i o h Y K Sn a Q U N n n Q i o h Y z GO O U N 21 i TIC 8 j 0 0 �!���� WATER PLAN GENERAL NOTES Standard Plan No .300 1. ALL WORKAND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON PUBUC WORKS STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS AND WSDOT/ APWA STANDARDSPECJFICAMCINS, LATESTEDMONAS AMENDED BYTHECF Y OF RENTON. A SET OF CITY APPROVED PLANS SHALL BE KEPTATTHEJOB SHE WHENEVER CONSTRUCTION SIN PROGRESS. A PRE - CONSTRUCTION CONFERENCE SHALL BE HEIR PRIOR TO THE STARTOF CONSTRUCTION. THE CONTRACTOR AND OR DEVELOPER SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMIFS PRIORTO COIISTRUCTDN. 2. ALL EXISTING UTILITIES SHALL REMAIN IN SERVICE DURING CONSTRUCTION UNLESS OTHERWISE NOTED. THECONTRACTOR SHALL CALL 1-00 0- 424-5 5 5 5 TO VERIFY UTILITY LOCATIONS BEFORE BEGINNING EXCAVATION. 3. ALLMATERUILS USED FOR THE CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS SHALL BE NEW AND UNDAMAGED, AND 'CATALOG CUTS' FORALL MATERIALS SHALL BE APPROVED IN WRITING BY THE CRY OF RENTON PRIOR TO BRINGING ANY MATERIALS ON-SITE 4. ALL WATER MAIN PIPE MATERIALS SHALL BE CEMENT LINED DUCTILE IRON PIPF, THICKNESS CLASS 52 PERAW WA C 151 AND C 100. PIPEJOINTS SHALL BE PUSH -ON OR MECHANICALJOINT. CAST IRON OR DUCTILE IRON PIPE RMNGSSHALLBEaASS250AS PERANSIMINWA MWA2=04m ALL DUCTILE IRON PIPE AND FOTINGS SHALL BE WRAPPED WITH BMIL BIACK TUBE -TYPE, POLYETHYLENE PLASTIC PER AW WAC105 STANDARDS. S. MINIMUM COVER FROM TOP OF WATER MAINS TO FINISHED GRADE SHALL BE 36 INCHES FOR PIPE DIAMETER OF UHNCH OR LESS AND 48 INCHES FOR PIPE DIAMETER OF I2 -INCH AND LARGER. MAXIMUM COVER FOR ALL WATER MAINS SHALLBE 60 INCHES. ANY DEVIATIONS MUST BE APPROVED BY THE CITY OF RENTON PRIOR TO CONSTRUCTION. WHEREUTILITYCONFUCISOCCUR, 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' SSPECIFICATION FOR SIZE OF PIPE USED. ALLTRENCH BACKFILL SHALL BE COMPACTED TO 95 PERCENT MAXIMUM DRY DENSITY AS DETERMINED 8YTHE MODIFIED PROCTOR TEST METHOD (MOD) IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PRISM AND DRIVEWAYS,AND 85 PERCENT MDD IN UNPAVED AREAS. ALL PIPE ZONE COMPACTIONSHALL BE 95 MDD. 6. CONCRETE BLOCXING 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 VERTICALAND HOR20NTAL BENDS, FITTINGS AND BASE OF HYDRANTS. MEGA -LUGS (OR SIMILAR PRODUCT) MAY BE REQUIRED ON ALL NIECHANICALJONIS INADIXTON TO CONCRETE BLOCKING. 7. ALL NEW WATER MAIN PIPES AND FITTINGS SHALL HAVE A FOAM PIPE PIG RUN THROUGH THEM PRIOR TO BEING RUSHED, DISINFECTED, AND TESTED. CLEANING, PRESSURE AND PURITYTESTING SHALL BE DIXIE IN THE PRESENCE OF AND UNDER THE SUPERVISION OF A CITY OF RENTON UTILITY INSPECTOR. THE CONTRACTOR SHALLSUPPLY, INSTALLAND REMOVE PLUGS, CORPORATION STOPS, BLOW-OFF ASSEMBLIES, AND THRUST RESTRAINT /BLOCKING FORTESBNG AND PURFIYACO:PTANCE. 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 B01H PRESSURE AND PUMYTESIING. 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 AMAXIMUM OF 5 PSI PRESSURE DROP DURING THE ENTIRE TEST PERIOD. UPON SATISFACTORY COMPLETION OF THE PRESSURE TEST, THE LINESHALL BE DISINFECTED, FLUSHED, AND THEN WATER SAMPLES SHALL BETAKEN FOR PURTIYTESTING BYTHE PUBLIC WORKS INSPECTOR. 9. THE CONTRACTOR SHALL NOTIFYTHE CITY OF RENTON WATER LITILIFY AND MAINTENANCE DEPARTMENTSAT LEAST IO WORDNG DAYS PRIORTO MAKING CONNECTIONS TOTHE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL EXPOSE THE EXISTING WATER MAIN AND FITTINGS ATTHE CONNECTION POINT BEFORE ORDERING THE NECESSARYADAPTORS AND FITTINGS REQUIRED FOR THE FINAL CONNECTION. THE CONTRACTOR SHALL EXCAVATE, REMOVE ALL SURFACE MATERIALS, AND PROVIDE SHORING AND ALLMATERIAS REQUIRED FOR THE CITY OF RENTON TO PERFORM THE CONNECTION TOTHE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL PROVIDE AND INSTALL BACKFIL, CONCRETE BLOCKING, AND COMPLETE SURFACE RESTORATION. PUBLIC WORKS WAITER PLAN GENERAL NOTES STD. PELAN - 900.0 DEPARTMENT MARCH 2010 W 1/4 OF SEC. s d i F R / +II TAPPPPING TEE (MJxFL) TAPPING CATS VALVE (FL XMJ) TEMPORARY PLUG (MJ) WTH 2 -INCH TAP AND 2 -INCH BLOW -OFF ASSEMBLY CCNCREM BLOCKING TESTNC DETAIL RGE. 05E., W.M. z w VERTICAL CROSS(MJxFL) FOR POLYPICGINC 1 -BUND FLANGE OR TOP NTH 7 TAP AND 2' PLUG 1 -BUNG FLANGE ON BOTTOM 1- PLUG(MJ) NTH 2-TAP & 2- BLOW -OFF TEMPORARY BLOCK ANAL CONNECTION DETAIL NEW D.I. WATER LINE ALL CLEANING BY POLYPIG, PRESSURE TESTING AND DISINFECTION. REMOVE TEMPORAY BLOCK k BLOW -0F` AND CONNECT TO VALVE NTH D.I. SLEEVE (MJ) & D.I. SPOOLS FINAL CONNECTION BY CITY FORCES 1. TAPPING TEES SHALL BE MADE OF CAST IRON, DUCTILE IRON M EPDXY - COATED STEEL BOLTS AND NUTS SHAL BE CCft -TEN. ALL TEES AND VALVES SMALL BE WATER TESTED BEFORE TM 2 NO SIZE ON SM TAPS ON CAST -IRON WATER UNES TAP SHALL M AT (EAST 2' SMALLER DIAMETER THAN THE EXISTING MAIN. 3. NO WET TM ON ASBESTOS CEMENT UNE OR SRT1 LINE 4. WET- TAPPING OF ENDEING CITY OF RENTON WATER MAINS MLL BE DOME BY SPIER TM OR SLIPERIOR TAPPING INC. 5. CONTRACTOR SHALL POTHOLE AND VERIFY THE HORIZONTAL AND VERTICAL AUCNMENT OF EXISTING UNE OR STUB AND SHALL START LATNG ME NEW UNE AT THE SAVE HORIZONTAL AND VERTICAL ALIGNMENT OF THE CASTING STUB. 6. CITY FORCES MLL PERFORM THE MAL CONNECTION FROM THE WATER UNE TO THE TAPPING VALVE WIN D.I. SLEEVE AND MI. SPCC(_ PUBLIC WORKS I CONNECTION TO WATER MAIN WITH DEPARTMENT TAPPING TEE & VALVE WATER UTILITY NOTES AND SPECIFICATIONS STD. PLAN - 900.1 MARCH 2010 THESE NOTES SHALL APPEAR ON PROJECTS FOR THE WATER UTILITY. 1. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECJFlC4 77ONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS AS APPROVED AND MODIFIED BY THE CITY OF REN70N IN THE RENTON STANDARD PLANS & SPECIFICATIONS A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL 77MES DURING CONSTRUCTION. 2 THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE UMI7ED TO 8:30 AM TO 1'30 PM ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WITTING BY THE PUBLIC WORKS DEPARTMENT AT (425) 430 -7J01. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE OF ANY WORK IN THE RIGHT OF WAY. J ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTORS RESPONSIBILITY 70 VERIFY THE TRUE AND CORRECT LOCATION SO AS 70 AVOID DAMAGE OR DISTURBANCE. FOR UTILITY LOCATES CALL 48 -HOUR LOCATORS 800- 424 -5555. 4, AN APPROVED TRAFFIC CONTROL PLAN IS REWIRED 70 BE SUBMITTED AT THE PRE - CONSTRUCTION MEETING. 5. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS UNLESS OTHERWISE APPROVED BY THE CITY OF REN70M PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE N07ED ON THE PLANS 6. ALL WATERMAW PIPE IS TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AWWA CIIO AND MIT OR LATEST REVISION, THICKNESS CLASS 52 CEMENT MORTAR LINING AND SEAL COATING SHALL CONFORM TO AWWA C104 OR LATEST REVISION. PIPE JOINTS TO BE PUSH -ON OR MECHANICAL JOINT. BEDDING TO BE CLASS C. ALL DUC77LE IRON PIPE AND FITTINGS SHALL BE POLYETHYLENE WRAPPED PER ANS / AWWAA C105/A21.5 -9J STANDARDS 7. CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, PRESSURE RATED AS N07ED ON PLANS AND IN ACCORDANCE WITH ANSI /AWWA Cf70 /A21.f0 -B7. CEMENT LINING SHALL BE IN ACCORDANCE NTH ANSI /AWWA C104142114 -90. IF FITTINGS ARE 3 TO 12 INCHES IN DIAMETER AND HAVE MECHANICAL JOINTS, THE FITTINGS SHALL IN ACCORDANCE NTH EITHER ANSI /AWWA C110- A21.10 -87 OR ANSI /AWWA C153/A21.53 -94. THREE (3) INCH TO 12 INCH DIAMETER FITTINGS WHICH HAVE MECHANICAL JOINTS AND /OP FLANGED JOIN7S SHALL BE IN ACCORDANCE WITH ANSI /AWWA C1f0/A21.10.87 OR A COMBINATION OF ANSI /AWWA C1101A21.f0.87 AND ANSI /AWWA C153/A21.53 -94 SUCH THAT THE PORTION OF THE FITTING WITH A MECHANICAL JONT(S) MAYBE WITH ANSI /AWWA C15J /A21.5J -94 AND 77YAT PORTION OF THE FIT77NO NTH FLANGED JONT(S) SHALL BE IN ACCORDANCE NTH AWWA C7f0/A21.10 -87. ACCEPTANCE 7ES77NG IN ACCORDANCE WITH SECTION 5.153 OF ANN/AWWA SECRCIV 10-4.3 OF ANSI /AWWA C710/A21.10 -87 SHALL BE OBTAINED BY THE CONTRACTOR AND TRANSMITTED TO THE OWNER, 8 GATE VALVES SHALL BE IRON BODY, BRONZED - MOUNTED, DOUBLE DISC NTH BRONZE WEOONG DEVICE AND O -RING STUFFING BOX (AWWA C500) OR OF RESILIENT SEATED TYPE (AWWA C509). VALVES SHALL BE DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE OF 200 PSI. G47E VALVES SHALL BE CLOW LIST 14, MUELLER COMPANY NO. A2380 OR M & H. 9. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING NTH THE PRESSURE) OR COMPRESSION TOPE (OPENING AGAINST PRESSURE) CONFORMING TO AWWA C- 502 -85 NTH A 6 INCH MECHANICAL JOINT INLET AND A MAIN VALVE OPENING (M. V.O.) OF 5 -114 INCH, TWO 2 -1/2 INCH HOSE NOZZLES NTH NATIONAL STANDARD THREADS 7 -112 THREADS PER INCH AND ONE 4 INCH PUMPER NOZZLE WITH THE NEW SEA T7TE PATTERN 6 THREADS PER INCH, 60 DEGREES V. THREADS W7NDE DIAMETER OF MALE THREAD 4.875 AND ROOT DIAMETER 4.6261 HYDRANTS SHALL HAVE A 1 -114 INCH PENTAGON OPERATING NUT OPENED BY TURNING COUNTER CLOCKWISE (LEFT). 10. THE END 2 -112 INCH HOSE NOZZLES SHALL BE FITTED NTH CAST IRON THREADED CAPS NTH OPERATING NUT OF THE SAME DESIGN AND PROPORTIONS AS THE HYDRANT STEM NUT. CAPS SHALL BE FITTED NTH SUITABLE NEOPRENE GASKETS FOR POSTIVE WATER TIGHTNESS UNDER TEST PRESSURES. 11. THE 4 INCH PUMPER NOZZLE SHALL BE FITTED NTH A STORZ ADAPTER, 4 INCH SEATTLE THREAD X 5 INCH STORZ STORZ ADAPTER SHALL BE FORCED AND /OR EXTRUDED 6061 -76 ALUMINUM ALLOY, HARDCOAT ANODIZED. THREADED END POR7101V SHALL HAVE NO LUGS AND IMO SET SCREWS 180 DEGREES APART. STORZ FACE TO BE METAL, NO GASKET TO WEATHER. STORZ CAP TO HAVE SYNTHETIC MOLDED RUBBER GASKET, AND SHALL BE ATTACHED 7O HYDRANT ADAPTER WITH 118 INCH, COATED, STAINLESS STEEL AIRCRAFT CABLE 12 FIRE HYDRANTS SHALL BE PAINTED NTH TWO COATS OF PAINT. PRESERVATIVE PAINT NUMBER 43-655 SAFETY YELLOW OR APPROVED EQUAL 13. PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY. 14. FIRE HYDRANTS SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAIL FOR FIRE HYDRANTS, LATEST REVISION. 15. ALL WATERMAINS f0 INCHES AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36 INCHES BELOW FINISH GRADE: ALL WATERMARN 12 INCHES AND LARGER SHALL BE AT A MINIMUM OF 48 INCHES BELOW FINISH GRADE. WHERE UTILITY CONFLICTS OCCUR, WATERMAINS ARE TO BE LOWERED TO CLEAR. 16. ALL WATERMAWS 6 INCHES AND LARGER IN DIAMETER SHALL BE CLEANED WTH PIP£ CLEANING PIGS'PRIOR TO DISINFECTION. THE POLY PIGS'SHALL BE GIRARD INDUSTRIES AQUA SWAB -AS OR APPROVED EQUAL 2 LB /CU. FT DENSITY FOAM WTH 90A DUROME7ER URETHANE RUBBER COATING ON THE REAR OF PIG -ONLY. 17. PIGS'SHALL BE CYLINDER SHAPED WTH BULLET NOSE OR SQUARE END. THE CONTRACTOR WLL PERFORM THE CLEANING OPERATION. 18. ALL WATERMAINS AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF 200 PS OR 150 PS OVER OPERATING PRESSURE, IN ACCORDANCE WTH THE SPECIFICATIONS OF THE CITY OF RENTON AND THE WASHINGTON STATE HEALTH DEPARTMENT. ALL PRESSURE 7ES77NG SHALL BE DONE IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY OF RENTON. THE QUANTITY OF WATER LOST FROM THE MAIN SHALL NOT EXCEED THE NUMBER OF GALLONS PER HOUR AS LISTED IN CITY OF RENTON STANDARD PLANS & SPECIFICATIONS 7- 11.3(11). THE LOSS IN PRESSURE SHALL NOT EXCEED 5 PS WRING THE 2 HOUR TEST PERIOD. 19. ALL WATERMAINS AND SERVICES SHALL BE DISINFECTED BY THE IM.ECTION OF A 50 PPM ( MINIMUM CONCENTRATION) CHLORINE/WATER SOLUTION. DRY CALCIUM HYPOCHLOR17E SHALL NOT BE PLACED IN THE PIPE AS LAID, CHLORINE SHALL BE M£7ERED/INJEC7ED IN ACCORDANCE W774 SECTION 7- 11.3(12)£ OR 7- 11.3(12)1` OF THE STANDARD SPECIFICATIONS REFERENCED ABOVE. 20. A PRE - CONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM OF FIVE (5) WORKING DAYS NOTICE IS REQUIRED FOR SCHEDULING. 21. TWENTY -FOUR (24) HOURS NOTICE WILL BE REQUIRED PRIOR 70 STARTING NEW CONSTRUCTION. 22. IT SHALL FIE THE CONTRACTORS RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR 70 STARTING CONSTRUCTION. 23. INSTALLATION OF CORPORATE STOPS WATER SERVICES, ONES AND METERS SHALL NOT BE DONE UNTIL ALL SERVICE AGREEMENTS, METER APPLICATION$ CONSTRUCTION PERMITS AND PAYMENT OF FEES HAVE BEEN MADE TO THE CITY OF RENTOM 24. ALL CONNECTION TO EXISTING MAINS IS TO BE ACCOMPLISHED BY THE CITY OF RENTON, EXCEPT W TT TAPS WHICH MAY BE MADE BY APPROVED NET TAP CONTRACTORS WTH PRIOR APPROVAL FROM THE PUBUC WORKS DEPARTMENT. ALL NECESSARY EXCAVATION AND MATERIALS ARE TO BE SUPPLIED BY ENE CONTRACTOR AND BE CW -S7E PRIOR TO CITY NOTIFICATIONS. 25. INSPECTION WLL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY DEVELOPMENT SERVICES TWENTY FOUR (24) HOURS IN ADVANCE OF BACKFILUNG ALL CONSTRUCTION. THE CONTRACTOR, AS WLL AS THE ENGINEERS, SHALL KEEP AS -BUILT DRAWINGS 26. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW -OF ASSEMBLIES FOR TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL DE -IN. 27, ALL JOINT RE57RAINT SYSTEMS (SHACKLE RODS NUTS BOLTS ETC) SHALL BE AS MANUFACTURED BY THE STAR MANUFACTURING COMPANY OF COLUMBUS OH1O, OR EQUAL APPROVED IN WITTING BY THE PUBLIC WORKS DEPARTMENT. 2B ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES OIL MAT STREETS MAY BE SPADE CUT. ALL SURFACE CONCRETE, PAVEMENT, SIDEWALKS, CURB, GUTTERS AND DRIVEWAY APPROACHES SHALL BE SA WCUT TO A MINIMUM DEPTH OF TWO (2 INCHES OR REMOVED 70 AN EXISTING EXPANSION JOINT. 29. A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY OF INITIAL EXCAVATION WITH A PERMANENT, SEALED PARCH TO BE PLACED, TO CITY OF RENTON POLICY, WTHIN 10 DAYS CALL FOR SUBC RAD£ INSPECTION PRIOR TO PLACEMENT OF FINAL PATCH. W 30. FOR CITY PROJECTS SUCH AS TELEMETRY CONDUIT, THE PVC PIPE USED SHALL BE ALL CHEMICAL PROCESS LINES SHALL BE SCHEDULE 80 PVC PIPE. SCHEDULE 40 IN UNIMPROVED AREAS AND SCHEDULE 80 PVC PIPE UNDER IMPROVED AREAS EXISTING WATER LINE PLAN VIEW TESTING DETAIL x8 FT .. O NEW WATER LINE VERTICAL CROSSMJxFU FOR POLYPIGGING ONE BLIND FLANGE ON TOP WITH 2'TAP L 2TLUG ONE BLIND FLANGE ON BOTTOM ONE (HJ) PLUG WITH 2' TAP t 2' TEMPORARY BLOV -WF TEMPURARY BLOCK CUT -1N (BY CITY FORCES) - TEE (FLxFU W/ CONC, BLOCK 2- GATE VALVES (PLxMJ) 2- SOLID SLEEVES (NJ) OR RD -MAC COUPLINGS 1- ADAPTER (FL X MJ) 1- PLUG (RAJ) W /2'TAP 6 TEMP. BLOW -OFF TEMP. BLOCK EXISTING WATER LINE EXISTING WATER LINE FINAL CONNECTION DETAIL XISTING WATER LINE AFTER ALL TESTING, CLEANING BY PDLYPIG, AND IDSIN ECTION, REMOVE TEMP. BLOCK t BLOW-OFF t CONNECT WITH SLEEVE (H.D t D.I. SPOOLS FINAL CONNECTION BY CITY FORCES PUBLIC WORKS CONNECTION TO WATER MAIN CUT STD' PLAN - 900.9 DEPARTMENT IN -LINE TEE &TWO VALVES MARCH 2010 SANITARY SEWER NOTES AND SPECIFICAT IONS THESE N07ES SHALL APPEAR ON PROJECTS FOR THE WASTEWATER UTILITY. 1. ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE NSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SP£OFTCATONS. A SET OF APPROVED PLANS SHALL BE KEPT DN S7E AT ALL 77MES DURING CONSTRUCTION. 2 THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICATIONS ON WEEKDAYS UNLESS OTHERWSE APPROVED IN WRl7TNG BY THE PLANNING/BUILDTNG/PUBLTC WORKS DEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN PUBLIC RIGHT OF WAY. 1 ALL LOCH BONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. A A PRE - CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REWIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARING CONSTRUCTION. (INSPECTION HILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENNIN.) IT SHALL BE THE CONTRACTORS RESPONSIBILITY 70 N077FY THE PUBUC MDRKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION 5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE 6. IT SHALL BE THE RESPONSBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERM17S PRIOR TO ANY CONSTRUCTION. 7. PLANS APPROVED BY 774E CITY O- RENTON PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS B A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS W PROGRESS 9. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON NTH AN AS -BUILT DRAWING OF THE SANITARY SERER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. I0.BACKRLL SHALL BE PLACED EQUALLY ON BOTH SIDES OF 774E PIPE IN LAYERS NTH A LOOSE A WRAGE DEPTH OF 6 INCHES MAXIMUM DEPTH OF B INCHES THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 11.OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED NTH CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS 07HERMSE APPROVED BY 12DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS HALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STAMUZED 70 THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -STE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 14.ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILORNG/PUBLIC WORKS DEPARTM£NT AND THE LATEST EDITION OF THE W5DOT/APWA STANDARDS AND SPECIFICATIONS AS APPROVED AND MODIFIED BY THE CITY OF RENNIN W THE RENTON STANDARD PLANS & SPECIFICATIONS THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE; UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRA VEL 6 INCHES ABOVE AND BELOW THE PIPE 15SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D -3034, SOR -34 OR DUCTILE IRON CLASS -50, UNLESS 07HERWSE APPROVED BY THE WASTEWATER UTILITY. 16.W UNIMPROVED AREAS MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE OR MUST HAVE MINIMUM 2'DIAMETER CONCRETE RING POURED AT GRADE IN PAVED AREA COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. 5- 310103 CITY OF RENTON Approved by: Date: Approved by: Date: Approved by: Date: Approved by: Date: ©2013 TRIAD ASSOCATES �- 37oco3 s- 37o�d� 1� TRIAD ASSOCIATES 12112 1150, Ave. NE Kirkland, WA 9803448923 425.821.8448 425.821.3481 fax 800.488.0758 toll flee we NiadassodaVB,net y .4 ~ Q 2 y W Q a � m O 3 W Q t^ n ,n q GREGORY T. JMEAa FLS PBOIHI,T NANAM MAW S HARRISON, PLS REM G FLHN FE PRIM= IINGE= DENSE LF/M R A PSOIHLT LAIIID511,AP5 ARCHRW F35T SDHRM DAR& 10115112 0, C. Pt ss DY WAS 48806 � �DNAL�3 STM NOT TED UK= SIGNO AN DAM JOB NO. 09 -029 Em N°' C4.2DP 15 z O N 21 TIC 8 U �!���� WATER PLAN GENERAL NOTES Standard Plan No .300 1. ALL WORKAND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON PUBUC WORKS STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS AND WSDOT/ APWA STANDARDSPECJFICAMCINS, LATESTEDMONAS AMENDED BYTHECF Y OF RENTON. A SET OF CITY APPROVED PLANS SHALL BE KEPTATTHEJOB SHE WHENEVER CONSTRUCTION SIN PROGRESS. A PRE - CONSTRUCTION CONFERENCE SHALL BE HEIR PRIOR TO THE STARTOF CONSTRUCTION. THE CONTRACTOR AND OR DEVELOPER SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMIFS PRIORTO COIISTRUCTDN. 2. ALL EXISTING UTILITIES SHALL REMAIN IN SERVICE DURING CONSTRUCTION UNLESS OTHERWISE NOTED. THECONTRACTOR SHALL CALL 1-00 0- 424-5 5 5 5 TO VERIFY UTILITY LOCATIONS BEFORE BEGINNING EXCAVATION. 3. ALLMATERUILS USED FOR THE CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS SHALL BE NEW AND UNDAMAGED, AND 'CATALOG CUTS' FORALL MATERIALS SHALL BE APPROVED IN WRITING BY THE CRY OF RENTON PRIOR TO BRINGING ANY MATERIALS ON-SITE 4. ALL WATER MAIN PIPE MATERIALS SHALL BE CEMENT LINED DUCTILE IRON PIPF, THICKNESS CLASS 52 PERAW WA C 151 AND C 100. PIPEJOINTS SHALL BE PUSH -ON OR MECHANICALJOINT. CAST IRON OR DUCTILE IRON PIPE RMNGSSHALLBEaASS250AS PERANSIMINWA MWA2=04m ALL DUCTILE IRON PIPE AND FOTINGS SHALL BE WRAPPED WITH BMIL BIACK TUBE -TYPE, POLYETHYLENE PLASTIC PER AW WAC105 STANDARDS. S. MINIMUM COVER FROM TOP OF WATER MAINS TO FINISHED GRADE SHALL BE 36 INCHES FOR PIPE DIAMETER OF UHNCH OR LESS AND 48 INCHES FOR PIPE DIAMETER OF I2 -INCH AND LARGER. MAXIMUM COVER FOR ALL WATER MAINS SHALLBE 60 INCHES. ANY DEVIATIONS MUST BE APPROVED BY THE CITY OF RENTON PRIOR TO CONSTRUCTION. WHEREUTILITYCONFUCISOCCUR, 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' SSPECIFICATION FOR SIZE OF PIPE USED. ALLTRENCH BACKFILL SHALL BE COMPACTED TO 95 PERCENT MAXIMUM DRY DENSITY AS DETERMINED 8YTHE MODIFIED PROCTOR TEST METHOD (MOD) IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PRISM AND DRIVEWAYS,AND 85 PERCENT MDD IN UNPAVED AREAS. ALL PIPE ZONE COMPACTIONSHALL BE 95 MDD. 6. CONCRETE BLOCXING 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 VERTICALAND HOR20NTAL BENDS, FITTINGS AND BASE OF HYDRANTS. MEGA -LUGS (OR SIMILAR PRODUCT) MAY BE REQUIRED ON ALL NIECHANICALJONIS INADIXTON TO CONCRETE BLOCKING. 7. ALL NEW WATER MAIN PIPES AND FITTINGS SHALL HAVE A FOAM PIPE PIG RUN THROUGH THEM PRIOR TO BEING RUSHED, DISINFECTED, AND TESTED. CLEANING, PRESSURE AND PURITYTESTING SHALL BE DIXIE IN THE PRESENCE OF AND UNDER THE SUPERVISION OF A CITY OF RENTON UTILITY INSPECTOR. THE CONTRACTOR SHALLSUPPLY, INSTALLAND REMOVE PLUGS, CORPORATION STOPS, BLOW-OFF ASSEMBLIES, AND THRUST RESTRAINT /BLOCKING FORTESBNG AND PURFIYACO:PTANCE. 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 B01H PRESSURE AND PUMYTESIING. 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 AMAXIMUM OF 5 PSI PRESSURE DROP DURING THE ENTIRE TEST PERIOD. UPON SATISFACTORY COMPLETION OF THE PRESSURE TEST, THE LINESHALL BE DISINFECTED, FLUSHED, AND THEN WATER SAMPLES SHALL BETAKEN FOR PURTIYTESTING BYTHE PUBLIC WORKS INSPECTOR. 9. THE CONTRACTOR SHALL NOTIFYTHE CITY OF RENTON WATER LITILIFY AND MAINTENANCE DEPARTMENTSAT LEAST IO WORDNG DAYS PRIORTO MAKING CONNECTIONS TOTHE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL EXPOSE THE EXISTING WATER MAIN AND FITTINGS ATTHE CONNECTION POINT BEFORE ORDERING THE NECESSARYADAPTORS AND FITTINGS REQUIRED FOR THE FINAL CONNECTION. THE CONTRACTOR SHALL EXCAVATE, REMOVE ALL SURFACE MATERIALS, AND PROVIDE SHORING AND ALLMATERIAS REQUIRED FOR THE CITY OF RENTON TO PERFORM THE CONNECTION TOTHE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL PROVIDE AND INSTALL BACKFIL, CONCRETE BLOCKING, AND COMPLETE SURFACE RESTORATION. PUBLIC WORKS WAITER PLAN GENERAL NOTES STD. PELAN - 900.0 DEPARTMENT MARCH 2010 W 1/4 OF SEC. s d i F R / +II TAPPPPING TEE (MJxFL) TAPPING CATS VALVE (FL XMJ) TEMPORARY PLUG (MJ) WTH 2 -INCH TAP AND 2 -INCH BLOW -OFF ASSEMBLY CCNCREM BLOCKING TESTNC DETAIL RGE. 05E., W.M. z w VERTICAL CROSS(MJxFL) FOR POLYPICGINC 1 -BUND FLANGE OR TOP NTH 7 TAP AND 2' PLUG 1 -BUNG FLANGE ON BOTTOM 1- PLUG(MJ) NTH 2-TAP & 2- BLOW -OFF TEMPORARY BLOCK ANAL CONNECTION DETAIL NEW D.I. WATER LINE ALL CLEANING BY POLYPIG, PRESSURE TESTING AND DISINFECTION. REMOVE TEMPORAY BLOCK k BLOW -0F` AND CONNECT TO VALVE NTH D.I. SLEEVE (MJ) & D.I. SPOOLS FINAL CONNECTION BY CITY FORCES 1. TAPPING TEES SHALL BE MADE OF CAST IRON, DUCTILE IRON M EPDXY - COATED STEEL BOLTS AND NUTS SHAL BE CCft -TEN. ALL TEES AND VALVES SMALL BE WATER TESTED BEFORE TM 2 NO SIZE ON SM TAPS ON CAST -IRON WATER UNES TAP SHALL M AT (EAST 2' SMALLER DIAMETER THAN THE EXISTING MAIN. 3. NO WET TM ON ASBESTOS CEMENT UNE OR SRT1 LINE 4. WET- TAPPING OF ENDEING CITY OF RENTON WATER MAINS MLL BE DOME BY SPIER TM OR SLIPERIOR TAPPING INC. 5. CONTRACTOR SHALL POTHOLE AND VERIFY THE HORIZONTAL AND VERTICAL AUCNMENT OF EXISTING UNE OR STUB AND SHALL START LATNG ME NEW UNE AT THE SAVE HORIZONTAL AND VERTICAL ALIGNMENT OF THE CASTING STUB. 6. CITY FORCES MLL PERFORM THE MAL CONNECTION FROM THE WATER UNE TO THE TAPPING VALVE WIN D.I. SLEEVE AND MI. SPCC(_ PUBLIC WORKS I CONNECTION TO WATER MAIN WITH DEPARTMENT TAPPING TEE & VALVE WATER UTILITY NOTES AND SPECIFICATIONS STD. PLAN - 900.1 MARCH 2010 THESE NOTES SHALL APPEAR ON PROJECTS FOR THE WATER UTILITY. 1. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECJFlC4 77ONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS AS APPROVED AND MODIFIED BY THE CITY OF REN70N IN THE RENTON STANDARD PLANS & SPECIFICATIONS A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL 77MES DURING CONSTRUCTION. 2 THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE UMI7ED TO 8:30 AM TO 1'30 PM ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WITTING BY THE PUBLIC WORKS DEPARTMENT AT (425) 430 -7J01. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE OF ANY WORK IN THE RIGHT OF WAY. J ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTORS RESPONSIBILITY 70 VERIFY THE TRUE AND CORRECT LOCATION SO AS 70 AVOID DAMAGE OR DISTURBANCE. FOR UTILITY LOCATES CALL 48 -HOUR LOCATORS 800- 424 -5555. 4, AN APPROVED TRAFFIC CONTROL PLAN IS REWIRED 70 BE SUBMITTED AT THE PRE - CONSTRUCTION MEETING. 5. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS UNLESS OTHERWISE APPROVED BY THE CITY OF REN70M PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE N07ED ON THE PLANS 6. ALL WATERMAW PIPE IS TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AWWA CIIO AND MIT OR LATEST REVISION, THICKNESS CLASS 52 CEMENT MORTAR LINING AND SEAL COATING SHALL CONFORM TO AWWA C104 OR LATEST REVISION. PIPE JOINTS TO BE PUSH -ON OR MECHANICAL JOINT. BEDDING TO BE CLASS C. ALL DUC77LE IRON PIPE AND FITTINGS SHALL BE POLYETHYLENE WRAPPED PER ANS / AWWAA C105/A21.5 -9J STANDARDS 7. CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, PRESSURE RATED AS N07ED ON PLANS AND IN ACCORDANCE WITH ANSI /AWWA Cf70 /A21.f0 -B7. CEMENT LINING SHALL BE IN ACCORDANCE NTH ANSI /AWWA C104142114 -90. IF FITTINGS ARE 3 TO 12 INCHES IN DIAMETER AND HAVE MECHANICAL JOINTS, THE FITTINGS SHALL IN ACCORDANCE NTH EITHER ANSI /AWWA C110- A21.10 -87 OR ANSI /AWWA C153/A21.53 -94. THREE (3) INCH TO 12 INCH DIAMETER FITTINGS WHICH HAVE MECHANICAL JOINTS AND /OP FLANGED JOIN7S SHALL BE IN ACCORDANCE WITH ANSI /AWWA C1f0/A21.10.87 OR A COMBINATION OF ANSI /AWWA C1101A21.f0.87 AND ANSI /AWWA C153/A21.53 -94 SUCH THAT THE PORTION OF THE FITTING WITH A MECHANICAL JONT(S) MAYBE WITH ANSI /AWWA C15J /A21.5J -94 AND 77YAT PORTION OF THE FIT77NO NTH FLANGED JONT(S) SHALL BE IN ACCORDANCE NTH AWWA C7f0/A21.10 -87. ACCEPTANCE 7ES77NG IN ACCORDANCE WITH SECTION 5.153 OF ANN/AWWA SECRCIV 10-4.3 OF ANSI /AWWA C710/A21.10 -87 SHALL BE OBTAINED BY THE CONTRACTOR AND TRANSMITTED TO THE OWNER, 8 GATE VALVES SHALL BE IRON BODY, BRONZED - MOUNTED, DOUBLE DISC NTH BRONZE WEOONG DEVICE AND O -RING STUFFING BOX (AWWA C500) OR OF RESILIENT SEATED TYPE (AWWA C509). VALVES SHALL BE DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE OF 200 PSI. G47E VALVES SHALL BE CLOW LIST 14, MUELLER COMPANY NO. A2380 OR M & H. 9. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING NTH THE PRESSURE) OR COMPRESSION TOPE (OPENING AGAINST PRESSURE) CONFORMING TO AWWA C- 502 -85 NTH A 6 INCH MECHANICAL JOINT INLET AND A MAIN VALVE OPENING (M. V.O.) OF 5 -114 INCH, TWO 2 -1/2 INCH HOSE NOZZLES NTH NATIONAL STANDARD THREADS 7 -112 THREADS PER INCH AND ONE 4 INCH PUMPER NOZZLE WITH THE NEW SEA T7TE PATTERN 6 THREADS PER INCH, 60 DEGREES V. THREADS W7NDE DIAMETER OF MALE THREAD 4.875 AND ROOT DIAMETER 4.6261 HYDRANTS SHALL HAVE A 1 -114 INCH PENTAGON OPERATING NUT OPENED BY TURNING COUNTER CLOCKWISE (LEFT). 10. THE END 2 -112 INCH HOSE NOZZLES SHALL BE FITTED NTH CAST IRON THREADED CAPS NTH OPERATING NUT OF THE SAME DESIGN AND PROPORTIONS AS THE HYDRANT STEM NUT. CAPS SHALL BE FITTED NTH SUITABLE NEOPRENE GASKETS FOR POSTIVE WATER TIGHTNESS UNDER TEST PRESSURES. 11. THE 4 INCH PUMPER NOZZLE SHALL BE FITTED NTH A STORZ ADAPTER, 4 INCH SEATTLE THREAD X 5 INCH STORZ STORZ ADAPTER SHALL BE FORCED AND /OR EXTRUDED 6061 -76 ALUMINUM ALLOY, HARDCOAT ANODIZED. THREADED END POR7101V SHALL HAVE NO LUGS AND IMO SET SCREWS 180 DEGREES APART. STORZ FACE TO BE METAL, NO GASKET TO WEATHER. STORZ CAP TO HAVE SYNTHETIC MOLDED RUBBER GASKET, AND SHALL BE ATTACHED 7O HYDRANT ADAPTER WITH 118 INCH, COATED, STAINLESS STEEL AIRCRAFT CABLE 12 FIRE HYDRANTS SHALL BE PAINTED NTH TWO COATS OF PAINT. PRESERVATIVE PAINT NUMBER 43-655 SAFETY YELLOW OR APPROVED EQUAL 13. PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY. 14. FIRE HYDRANTS SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAIL FOR FIRE HYDRANTS, LATEST REVISION. 15. ALL WATERMAINS f0 INCHES AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36 INCHES BELOW FINISH GRADE: ALL WATERMARN 12 INCHES AND LARGER SHALL BE AT A MINIMUM OF 48 INCHES BELOW FINISH GRADE. WHERE UTILITY CONFLICTS OCCUR, WATERMAINS ARE TO BE LOWERED TO CLEAR. 16. ALL WATERMAWS 6 INCHES AND LARGER IN DIAMETER SHALL BE CLEANED WTH PIP£ CLEANING PIGS'PRIOR TO DISINFECTION. THE POLY PIGS'SHALL BE GIRARD INDUSTRIES AQUA SWAB -AS OR APPROVED EQUAL 2 LB /CU. FT DENSITY FOAM WTH 90A DUROME7ER URETHANE RUBBER COATING ON THE REAR OF PIG -ONLY. 17. PIGS'SHALL BE CYLINDER SHAPED WTH BULLET NOSE OR SQUARE END. THE CONTRACTOR WLL PERFORM THE CLEANING OPERATION. 18. ALL WATERMAINS AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF 200 PS OR 150 PS OVER OPERATING PRESSURE, IN ACCORDANCE WTH THE SPECIFICATIONS OF THE CITY OF RENTON AND THE WASHINGTON STATE HEALTH DEPARTMENT. ALL PRESSURE 7ES77NG SHALL BE DONE IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY OF RENTON. THE QUANTITY OF WATER LOST FROM THE MAIN SHALL NOT EXCEED THE NUMBER OF GALLONS PER HOUR AS LISTED IN CITY OF RENTON STANDARD PLANS & SPECIFICATIONS 7- 11.3(11). THE LOSS IN PRESSURE SHALL NOT EXCEED 5 PS WRING THE 2 HOUR TEST PERIOD. 19. ALL WATERMAINS AND SERVICES SHALL BE DISINFECTED BY THE IM.ECTION OF A 50 PPM ( MINIMUM CONCENTRATION) CHLORINE/WATER SOLUTION. DRY CALCIUM HYPOCHLOR17E SHALL NOT BE PLACED IN THE PIPE AS LAID, CHLORINE SHALL BE M£7ERED/INJEC7ED IN ACCORDANCE W774 SECTION 7- 11.3(12)£ OR 7- 11.3(12)1` OF THE STANDARD SPECIFICATIONS REFERENCED ABOVE. 20. A PRE - CONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM OF FIVE (5) WORKING DAYS NOTICE IS REQUIRED FOR SCHEDULING. 21. TWENTY -FOUR (24) HOURS NOTICE WILL BE REQUIRED PRIOR 70 STARTING NEW CONSTRUCTION. 22. IT SHALL FIE THE CONTRACTORS RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR 70 STARTING CONSTRUCTION. 23. INSTALLATION OF CORPORATE STOPS WATER SERVICES, ONES AND METERS SHALL NOT BE DONE UNTIL ALL SERVICE AGREEMENTS, METER APPLICATION$ CONSTRUCTION PERMITS AND PAYMENT OF FEES HAVE BEEN MADE TO THE CITY OF RENTOM 24. ALL CONNECTION TO EXISTING MAINS IS TO BE ACCOMPLISHED BY THE CITY OF RENTON, EXCEPT W TT TAPS WHICH MAY BE MADE BY APPROVED NET TAP CONTRACTORS WTH PRIOR APPROVAL FROM THE PUBUC WORKS DEPARTMENT. ALL NECESSARY EXCAVATION AND MATERIALS ARE TO BE SUPPLIED BY ENE CONTRACTOR AND BE CW -S7E PRIOR TO CITY NOTIFICATIONS. 25. INSPECTION WLL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY DEVELOPMENT SERVICES TWENTY FOUR (24) HOURS IN ADVANCE OF BACKFILUNG ALL CONSTRUCTION. THE CONTRACTOR, AS WLL AS THE ENGINEERS, SHALL KEEP AS -BUILT DRAWINGS 26. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW -OF ASSEMBLIES FOR TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL DE -IN. 27, ALL JOINT RE57RAINT SYSTEMS (SHACKLE RODS NUTS BOLTS ETC) SHALL BE AS MANUFACTURED BY THE STAR MANUFACTURING COMPANY OF COLUMBUS OH1O, OR EQUAL APPROVED IN WITTING BY THE PUBLIC WORKS DEPARTMENT. 2B ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES OIL MAT STREETS MAY BE SPADE CUT. ALL SURFACE CONCRETE, PAVEMENT, SIDEWALKS, CURB, GUTTERS AND DRIVEWAY APPROACHES SHALL BE SA WCUT TO A MINIMUM DEPTH OF TWO (2 INCHES OR REMOVED 70 AN EXISTING EXPANSION JOINT. 29. A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY OF INITIAL EXCAVATION WITH A PERMANENT, SEALED PARCH TO BE PLACED, TO CITY OF RENTON POLICY, WTHIN 10 DAYS CALL FOR SUBC RAD£ INSPECTION PRIOR TO PLACEMENT OF FINAL PATCH. W 30. FOR CITY PROJECTS SUCH AS TELEMETRY CONDUIT, THE PVC PIPE USED SHALL BE ALL CHEMICAL PROCESS LINES SHALL BE SCHEDULE 80 PVC PIPE. SCHEDULE 40 IN UNIMPROVED AREAS AND SCHEDULE 80 PVC PIPE UNDER IMPROVED AREAS EXISTING WATER LINE PLAN VIEW TESTING DETAIL x8 FT .. O NEW WATER LINE VERTICAL CROSSMJxFU FOR POLYPIGGING ONE BLIND FLANGE ON TOP WITH 2'TAP L 2TLUG ONE BLIND FLANGE ON BOTTOM ONE (HJ) PLUG WITH 2' TAP t 2' TEMPORARY BLOV -WF TEMPURARY BLOCK CUT -1N (BY CITY FORCES) - TEE (FLxFU W/ CONC, BLOCK 2- GATE VALVES (PLxMJ) 2- SOLID SLEEVES (NJ) OR RD -MAC COUPLINGS 1- ADAPTER (FL X MJ) 1- PLUG (RAJ) W /2'TAP 6 TEMP. BLOW -OFF TEMP. BLOCK EXISTING WATER LINE EXISTING WATER LINE FINAL CONNECTION DETAIL XISTING WATER LINE AFTER ALL TESTING, CLEANING BY PDLYPIG, AND IDSIN ECTION, REMOVE TEMP. BLOCK t BLOW-OFF t CONNECT WITH SLEEVE (H.D t D.I. SPOOLS FINAL CONNECTION BY CITY FORCES PUBLIC WORKS CONNECTION TO WATER MAIN CUT STD' PLAN - 900.9 DEPARTMENT IN -LINE TEE &TWO VALVES MARCH 2010 SANITARY SEWER NOTES AND SPECIFICAT IONS THESE N07ES SHALL APPEAR ON PROJECTS FOR THE WASTEWATER UTILITY. 1. ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE NSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SP£OFTCATONS. A SET OF APPROVED PLANS SHALL BE KEPT DN S7E AT ALL 77MES DURING CONSTRUCTION. 2 THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICATIONS ON WEEKDAYS UNLESS OTHERWSE APPROVED IN WRl7TNG BY THE PLANNING/BUILDTNG/PUBLTC WORKS DEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN PUBLIC RIGHT OF WAY. 1 ALL LOCH BONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. A A PRE - CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REWIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARING CONSTRUCTION. (INSPECTION HILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENNIN.) IT SHALL BE THE CONTRACTORS RESPONSIBILITY 70 N077FY THE PUBUC MDRKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION 5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE 6. IT SHALL BE THE RESPONSBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERM17S PRIOR TO ANY CONSTRUCTION. 7. PLANS APPROVED BY 774E CITY O- RENTON PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS B A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS W PROGRESS 9. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON NTH AN AS -BUILT DRAWING OF THE SANITARY SERER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. I0.BACKRLL SHALL BE PLACED EQUALLY ON BOTH SIDES OF 774E PIPE IN LAYERS NTH A LOOSE A WRAGE DEPTH OF 6 INCHES MAXIMUM DEPTH OF B INCHES THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 11.OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED NTH CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS 07HERMSE APPROVED BY 12DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS HALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STAMUZED 70 THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -STE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 14.ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILORNG/PUBLIC WORKS DEPARTM£NT AND THE LATEST EDITION OF THE W5DOT/APWA STANDARDS AND SPECIFICATIONS AS APPROVED AND MODIFIED BY THE CITY OF RENNIN W THE RENTON STANDARD PLANS & SPECIFICATIONS THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE; UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRA VEL 6 INCHES ABOVE AND BELOW THE PIPE 15SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D -3034, SOR -34 OR DUCTILE IRON CLASS -50, UNLESS 07HERWSE APPROVED BY THE WASTEWATER UTILITY. 16.W UNIMPROVED AREAS MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE OR MUST HAVE MINIMUM 2'DIAMETER CONCRETE RING POURED AT GRADE IN PAVED AREA COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. 5- 310103 CITY OF RENTON Approved by: Date: Approved by: Date: Approved by: Date: Approved by: Date: ©2013 TRIAD ASSOCATES �- 37oco3 s- 37o�d� 1� TRIAD ASSOCIATES 12112 1150, Ave. NE Kirkland, WA 9803448923 425.821.8448 425.821.3481 fax 800.488.0758 toll flee we NiadassodaVB,net y .4 ~ Q 2 y W Q a � m O 3 W Q t^ n ,n q GREGORY T. JMEAa FLS PBOIHI,T NANAM MAW S HARRISON, PLS REM G FLHN FE PRIM= IINGE= DENSE LF/M R A PSOIHLT LAIIID511,AP5 ARCHRW F35T SDHRM DAR& 10115112 0, C. Pt ss DY WAS 48806 � �DNAL�3 STM NOT TED UK= SIGNO AN DAM JOB NO. 09 -029 Em N°' C4.2DP 15 z OL 6 a L TAN w MEE zi 0119 NO Miami a 3 O wz 0 E I R >_qz V �I 8 o O � N o ° A o o m OE s s I o � nth � ry� �O q� 74 4SA PIP ARE HYDRANT SHALL BE COREY -TYPE EQUAL TO IOWA F -5110 OR COMPRESSION TYPE SUCH AS CLOW MEDALUON; M & H 929, MUELLER SUPER CENTURION 200, AND WAMROUS PACER M H 6" MECHANICAL JOINT INLET NTH LUGS. 5 -1/4" MAIN VALVE OPENING, TWO 2 -1/2" HOSE CONNECTIONS NATIONAL STANDARD THREADS. 4 PUMPER 4.875"SEA UE R SEATTLE THREADS NTH A STORE ADAPTOR, 4.8]5' ABLE. 1 THREAD X 5" STORE, ATTACHED WITH 1/6" STAINLESS STEEL CABLE. 1 -1/4" PENTAGON OPERATING NUT. FIRE HYDRANT TO BE PAINTED NTH TWO COATS OF PAINT, KELLY- MOORELOW O RVATVE PANT No. EQUAL. 5780-563 OTM ACRYLIC CONNECTION T SAFETY YELLOW OR APPROVED EQUAL PUMPER CONNECTION TO FACE ROADWAY NS AS DIRECTED BY REQUIRED. FIRE DEPARTMENT. ARE HYDRANT EXTENSION TO BE USED IF REWIRED. MIN. 1 71 20" BEHIND BACK OF O 1 CURB 2" BEHIND BACK OF 3' SIDEWALK 1 THAT IS ADJACENT TO CURB 4.875" x 5" STORE 6x5'.6" THICK CONCRETE PAD AROUND HYDRANT. FINISH TO MATCH SIDEWALK ® EXPANSION JOINT AT .,. /-BACK OF SIDEWALK 16' x 8' x 4" MINIMUM ONCRETE BEARING BLOCK UNDER HYDRANT C CUT TWO -PIECE CAST IRON VALVE BOX WITH LUG TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO. STANDARD 8" TOP SECTION WITH REGULAR BASE SECTION LENGTH TO FIT. VALVE NUT EXTENSION AS REQUIRED. RAISED PAVEMENT MARKER TYPE 88 -A STMSON17 TWO -WAY BLUE REFLECTIVE )ONCREM BLOCKING MAIN LINE TEE. WITH 6" FLANGE SIDE OUTLET. 6" GATE VALVE (FL X MJ) AWWA C -509, RESILIENT SEAT 6" DUCTILE IRON PIPE, CLASS 52 CEMENT UNED, LENGTH TO AT 2 -3/4" COR -TEN STEEL TE RODS. 1/2 YARD 1 -1/4" WASHED DRAIN ROCK I' ABOVE BOOT FLANGE. PLACE 8 MIL POLYETHYLENE FILM AROUND TOP AND SIDES OF GRAVEL. FIRE HYDRANT ASSEMBLY LEVEL ALL GROUND LEVEL ALL GROUND MIN 3' RADIUS IN 3' RADIUS PUBLIC WORKS DEPARTMENT ONE MAN 6" CONCRETE PAD 6 6" CONCRETE PAD El LL HYDRANT LOCATION IN CUT OR FILL FIRE HYDRANT ASSEMBLY STD, PLAN - 510.1 MARCH 2010 If RGE. 05E., ary rMVATE 14MC "Pod 1 -1 /Y AND 2" WATER SERVICE DETAIL IZ rc RI UNIMPROVED Z CAUTION. VALVE BOX SHOULD NOT REST ON t0 11 1 KE4X AT P -WAY NSTALL METER g PIPE. LATER COMPACTION IN AREA OF VALVE BOX BOX AT PROPBRtt UXE MN COULD CAUSE ME BREAKAGE OF ME SERMCE g 1Y LONG COPPER TAILPIECE g 9' MIN. 12" MA%. h Cy J za S ii� 4 LEAVE E`POSEO N. N 12' BY PASS NOT ALLOWEB FOR IRRIGARON METERS 2 3 6 ] 0 5 e CRUSHED ROCK BASE TO SUPPMT A - A VAULT. VLO LL 2' DIA HOD Mit REPD DEM CE WICK -JOINT COUPLING x MPT CAST IRON OR DUCTILE IRON WATERYAN 2MIN. FROM NEAREST MOM FRWL EDCE OF PIT UO THE @f1ER OF ME HOF MUST BE AT (FAST V FROM UNDERNEAN RIDS UM£ss NE WB SPACNG AL1Aws THE NUT M TIGHTEN AGAINS] NE OPEN SM CF RIB � MORE MAN ONE ME. M METER LOCKlED IN PLANTING SITUP a AFTER I OCAM IN PLANTING SM BETMEEN OIRB h SnEWALx 1pm� Ma 1. 2- tapped tan, m net sots mdn. 1. 2' tapped lee on nor rats maM. 2. P long X V brow ni pq a with gr edge wtla (MUST). 2 V long X 2' brow staple sign qr Weeded and (MIPT). 3. 2' rmllent mat gate n If into grwOW anrle. puma wr.1). rML 3. Y v nut ter .If nets with . Atetl wtla all oproUn9 out and and Vdw not extension If box. Sd (aaa standard dotal J30J ). T. nut w.I so If lm box (vw NiMmtl , s 3301). 4. Ten piece mrt Yati wive ban. Sbntlatl 8. tap eeetlw with rtgWm 9. Two alas sat to vdw box Mankind B" fop wellon MIM1 rtgulu bwe base wctlan. Iwgq to eU luq' type tour. Y bane OMM1n9 HAFT x 7X 1 Iwgq W NIL 'lug" type mw. FIP 5. 2' % I -1 1- TJ /2 bu bwm buMT9 (APT x APT). 2 each 1/2 bnw Or 5. 2 90' br bmor Or bronze nlPplw 6' I APT), Nroaded wdo 2 eaM Dmnze maples 6 Iwgq, Messes wdv 2 wW 1- 1/2' -90' bnn w Y -90' bans m brcnie dbme (FlPT x 4p 6 brome dDme (APT x APT). 6. 2" (MIPT) x cw obIng t e fitting. a Ford 064-86 w aRUd. B. 1 -1/2' (MIPT) x copper luting 8tK o Fwd 084-00 ( PT x ), fiL antl copPV tubing tae K w bww nipples (MIPT x MIPT), Im9q W ]' ta1 /L" wR asps Wbnq type K w bane staples (MIPT x AIPn. Isgq S. 2 threaded brass W' ell. 5. 1 -1/2" Wwtled brand 9D dl, for Ford LHd] or AND& 9. 2" Customdelter with by"paw Awe: MEN B6- 128 -11 -T] (x 17-3116' S. 1 -1 /0 Welammttr MM by-paw For@ VIN 811 - 1211-11 -66 Is McDonald Brow: 306715 f777 Muster -1 ] oral. , v1D 5 w uv e d O Z WNN Ranged 13O M.,) ono. b tvdu ][it odloax Mer w 4u W. Band .91 1/2', uc ball wlw and padled[ rl4ge m tvlat, and Cust Cledh Wes wl Muded w9v ball on b wd patio p xM9a m I. and mglt MhoO hull.!, boll vdw ono mm xi1M1 p"dlwk xingv WNwnaNlw Mall wlw whet, ball vdw w basso rlq padetl: wAq. tua[wnwf[s ndl M1wa meter l islet antl on . Mw number Net and outlet. 10. Rlglrl mater spreader to De vupplitl .ne invlalbd in maM salts by 10. Rigid t ouw vpraadar to be wplYbd and Installed N males wHar by Nr. met - Water met 11. p.en meta Mall be venter antl ifee e n by Cfty f Renton upon 11. Wo1er mNr May be nester meter Nrialletl s Dtyy f Rmlw upon payment of all rolv4d wa[r meter Iw and saes %twy mwwre end paymet of all rdNetl xotu melt M aIW wlHbclary pressure end atlt testa. d p v pa tr taw• 12. 171x30' 730-1 meter box isi, O W ,men dfam rd plat Inc BCF AR' 12 MSx30' 7I 1 meta box e9Ud to Mid-States Bmliat Inc. BCF x3lw_ .1Am Mid -111 wiq ie t is. n.. M Iran tllamana pale rout WAR' MS ad 1]3KF18 wits i. qiN m, MIS cw d34-it Plate mw 18'xo for .1 rend Biala Fiestas. m Inc. M !lid. 30-fl Mq 2' WOIM 11de eWd to pit If&tm PladUm. Ina MSO3G -1]b -R rlq 2' Mind! M1de br Iw loaupling R ne we m lid. p .lm rwe a maen�.adap t na. 11 Y coupling Pr (compression u..' x APT) m;,A q fe plug (MIPT), Fwd C -14-86 Id 1 -1/2" d. hewnpnwlm x er I) rem 1 -1 /Y plug (MPT). Fwd w ym.W The property asst Ie nepon" ®le fw any newmary atlapiatbn w C -14-66 a psed, qa properly "ms b rwpm Ne fix my nwwery q.lr exlwvlw oK wales amvxe. adoptotlm v lends of sots worsts NOTE: ALL METER BONES INSTALLED W CWCBEM OR PXVED DRIVEWAYS SH41 BE CAST -IRON EQUAL TO OLYMPIC FWNDARY. EXPANSION JOINTS MUST BE NSTALLED tY MINIMUM W BON SIDES OF METER BOX. SW 4 4 PUBLIC WORKS 1 " AND 2" WATER SERVICE LOCATED STD. PLAN -'2 Y2 DEPARTMENT IN PLANTING STRIP MARCH 2010 w z } J Q } 3 I- LL ELI n. o)d DIRECTION OF FLOW 2 (MIN.) 6" MIN. 6 "MIN.(TYP.) UNION (TYP.) PLAN 3 "MAX. Z a0 Z o Ca 6 "MIN. TO CITY METER STACKED METER SECTION 6" MIN. FREE BOXES DRAINING GRAVEL NOTES: 1. ALL DOUBLE CHECK VALVE ASSEMBUES (DCVA'S) MUST BE LISTED ON LATEST LIST OF " BACKFLOW PREVENTION ASSEMBLIES APPROVED FOR INSTALLATION IN WASHINGTON STATE ", PUBLISHED BY STATE OF WASHINGTON DEPARTMENT OF HEALTH. 2. THE OWNER /APPLICANT MUST OBTAIN A SEPARATE CITY OF RENTON PLUMBING PERMIT FOR THE INSPECTION OF THE INSTALLATION OF THE DCVA AND PIPING. THE OWNER SHALL FURNISH, INSTALL AND MAINTAIN THE DCVA AND ALL PIPING AND APPURTENANCES SHOWN ON THIS PLAN. 3. THE DCVA MUST BE TESTED BY A STATE CERTIFIED BACKFLOW ASSEMBLY TESTER AFTER ITS INITIAL INSTALLATION, AFTER REPAIRS AND ANNUALLY THEREAFTER AT OWNER'S EXPENSE. A COPY OF THE TEST REPORT SHALL BE SENT OR FAXED TO CITY OF RENTON WATER UTILITY ENGINEERING DEPT., ATTN: WATER UTILITY CROSS - CONNECTION CONTROL SPECIALIST, FAX NO. 425- 430 -7241. 4. DCVA AND METER BOX SHALL BE LOCATED ON PRIVATE PROPERTY AND AS NEAR AS POSSIBLE TO THE WATER METER. PUBLIC WORKS a✓a' TO 2" DOUBLE CHECK VALVE SMD. PLAN - 940.8 4 ®4 DEPARTMENT ASSEMBLY FOR IRRIGATION OR RESIDENTIAL FIRE SPRINKLER MARCH 2010 REGISTER SHALL BE TOUCH READ PIT LID - OR-PL) AND BE MM_JGENT COMMUNICATION ENCODER TYPE (ICE). METER MUST READ IN W. FT. 4. 90' BEND (MJ) TEE I JxFQ n;r CAR VALVE (FIxNJ) e FI wJ AOMT w e° D.I. 13 UP 4" D.J. T -O ' 4" LEE (MJ,iL) WDDED STEEL COLLAR TOUCH READ PIT LID SENSOR MOUNTED ON STEEL PLATE COVER TIRWGH 2' DA. DRILLED HOLE IN COVER. LOCALE HOLE FROM EDGE OF PIT UO AND RIBS, PRECAST CONCRETE VAULT AM 2 3'x]' HINGED SIEEL PLATE COVER. WRIDE DIMENSIONS 4'- 9'x7' -0'. (EQUAL TO PIPE INC., OR VTUTY VAULT WIN 5] -]L -B. 2 3'x3' DIAMOND PLATE DOORS) 6. OR C (9,K) CEMENT UNED DUC18£ IRON PIK C1_A9S 52 N -6' LONG WN COLLAR 20' MOM P.E. EQUAL TO NOS: APPLAo By PADnc WATER WOGS W. INC. IV CITY 4' 90' BEND Dud) INSTALL IN TEST PORT A 2"x2" BRASS NIPPLE WIN A 2" RESIIJENT SEATED BRASS GATE VALVE AND 2" PLUG. e RaMJ ADAPTOR TO Ou.m. O= TIVAIE BBxG PlPlxa DEADMAN BLOCK e ME REQUIRED QUID (R) SWACNUNG TO TEE * OMMI• CZ SENSUS MODEL 52M RADIO READ PR YT SENSGR MOUNTED ON STEEL PLATE TOO PIECE CAST IRON VALVE BOX. COVER NRWCH V DIA. EQUAL TO OLYMPIC FOUNDRY CO. DRILLED HOLE IN COVER STANDARD S' TOP SECTION. WIN REGULAR BASE SECTION TENON TO A VALVE NUT EXTENSION IF REQUIRED (DWG SR46 /PA£ 009D) 6 ". 4" OR 3- CAM VALVE (FLW.B EQUAL TO MUSLLER CO. A- 2550 -20. RI BNLDINL -� SwI`5 OMNI -C2 0'.4' OR 3- KIedRD WAMN NETDi (F1.) '3, EQUAL TO SFNSUS SAW'eeYPpWMMEIER 01N TWCHRE].D RMD I.C.E. REGISTER & SENSM MN 4 WHEEL HIM RESOLUTION W CN 1W ( WBI rE METER REgSIr FOR Y METER. REDUCE AT FIFE STANCHION 80 METER R. 4'X]' iLSL COIWNMIC TO RODS 0D RE1%ICEA. TO fLWfl GENERAL NOTES: ALL METERS AND BACKFLOW PREVENTION DEVOE COMBINATIONS ARE NOT SHOWN OR INCLUDED IN THE STANDARD DETAIL DRAWINGS. IF YWR PARTICULAR COMBINATION 15 NOT SHOWN, AN APPROVED DRAWING WILL BE REWIRED BY ME UTILITY ENGINEERING DEPT, FOR ITS INSTALLATION. ME PRINCIPAL REWIREMENM REGARDING VAULT SIZING ARE ME LENGN OF FITTINGS OR MDR CLEARANCE FROM ME VAULT WALLS, THEN SIDE CLEAR RMCE SHOULD BEMASMTYPICX1Y "SHOWN ON THE S AND VMKX S STANDARD DETAIS). NOTE: MADMAN BLOCK SHALL BE DESIGNED AND INSTALLED SO IT BEARS AGAINST SUFFICIENT UNDISTURBED EARM SO AS TO SUPPORT ME DESIGNED THRUST. G' CR V PEWE CEMENT WED DUCIUE IRON PIK MASS 51 LEMON TO DT. 6' OR a AYARLE FLMM) COUPLING ADAPTOR ROYAC OR APPROVED EQUAL. PUBLIC WORKS 3",4"& 6" COMPOUND DOMESTIC 7' PLAN -920'4 DEPARTMENT WATER METER ASSEMBLY MARCH 2010 W - 11 N.C. SOCKET HD 2" A.C. SCREW 1 LONG OR (BRONZE OR S.S.) X2" x 2" RAISED PADS 6" CONCRETE H-� CLASS 3000 12 Y4" 14" 11" 12 Y4" 14" CAST IRON RING AND COVER 2' -0" SAND OR EXPANDABLE FOAM WATER TIGHT PLUG T45' (1/8) BEND T 8. 1 P? �P 1O J� �O p' PIPE MATERIAL AS SPECIFIED G� BY THE ENGINEER 45' (1/8) BEND NOTES: 1. 8" AND 6' CLEANOUTS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC. No. 3698 OR EQUAL CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY. 2. IN UNIMPROVED AREAS, POUR A 1' -0' THICK, 2' -0' SQUARE CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER. - PUBLIC WORKS 8 OR 6 INCH CLEAN -0UT 8M. PLAN 408.1 4 4 DEPARTMENT FOR SANITARY SEWER MAINS SEPTEMBER 2011 5- 310104 CITY OFI RENTON Approved by: t/ Date: ' Zr2013 Approved by: Date: Approved by: Date: Approved by: Date: ®2013 TRIAD ASSOCIATES lJ LU LU Z Q OC `pQ i @ D TRIAD ASSOCIATES 12112 115th Ave. NE Kirldand. WA 98034,6923 425.821.8448 425.821.3481 fax 800.488.07% toll froo We W.tnadassoolates.oet O //�� 2 �% se.1 3 i . Z UA OUA less V ` ~ 41 W O (� /4R v 2 W Is Lw -4 m O /o LL O /1I sees V a .es 0 z EaUEaQer T. &11i as PBOSI.T YANAC� HAW s NArIII ALS FROWT SURVEOR PROMRCr EKGMMR OEIASP LFM RLA FAIWT LUMNAPR ARCHITWI' FM SUB07AL DAM* 10/15/12 SCAT & ME11 MY Srw NOT YeiID DNIM SIGNBD AND DATRD 'DB N°. 09 -029 San N0" C4.3DF 15 L± E 9 r�y 6 a r 11 1 CD Q a O W Z OO U Z V W 4 +71 � a 8 Y MINE � s BE of g Oan ) C ON U ON NO y 0 o q W Y 4i c Z O N 21 Of 2' MAX. z EXPOSED 12' q / W 1 SA 02%. BUPPORT A- A DRILL 2' DIA. 1.. FOR \ J VAULT. MADE VICE QUICK -JOINT COUPLING x KEPT CAST IRON OR OUCTIIE IRON WATERMAIN 2 -1/2' MIN. FROM NEAREST NOTE AND FRONT EDGE OF PIT UD THE CENTER OF THE HOLE MUST BE AT _EAST 1" FROM UNDERNEATH RIBS UN_E55 THE RIB SPACING ALLONS THE NUT TO TIGHTEN AGAINST THE OPEN SIDE OF ttPICP1 q -� MORE THAN ONE RIB. PLANTING MATERIAL UST FOR tt" SERNA OF HEMS LOCATED IN STRIP BRNACE TRIP BEmg CLR9 & BOEWAL 1. 2' isol tee, an new avatar main. 1. 2' topped lee an new water mob. 2 e Im X 2' brow nipple with threaded mtls MIP . 9 PP 2. 4" Ion % T brass a if with tGmace mtla Nsq ( n 9 kD ( n a en Now wet m Wes with ur(seee mere a operating 3. 2' r net m nut, t eeat ate wire with ureoeed ma nn nut and , yuaro ep n9 9 0. aquae cave q , Two vdw nut exememn n rex. Mandl aOr top eetall 330.1). TWO eat wart it If requked (e a dar daIT ap wi ctim 330.1). 4. Two PINS mil Iron valve box. Wo ca e' tap amflan wnh regular 4. TWO piece coal loan vales box Standard B' top amtlon Wm regular bane haw mgllon, Imgm to fit, lu4 type eawr. 2' brave bushing (MIPT x 2'X 1 length x ra All lug' type Mawr. ENT). S. 2' X 1 -I/2 hex bmw huahbg (MIPT a FlPOw 21-11 I -90y Gam « 5. 2 -W th firma or bronze nipples 6' Day). threaded ends. 2 wch brvnza nippee 8" length, T). mtla 2 caN 1- 1 /Y -9o' bmea w com 2' -BP brae or bronze afItUn (FlPT x FlP-). bronze ,$Mara (FIPT x APT). 8. 2' (Npn x er compression Hitting, Fore mKIns or equal. 6. I -1/2' (MIPT) x cc tubing t e K o Ford CBb88 (M equal. ] 2' r wtt capper tubing type K or brow nipples (MIPT x MIPT). length W J. `ol `2' wR copper Wbbg type K a bm+a nipples (MIPT x MIPT), length E. 2' Weadetl broaa 90' ell. 6. I -1/2' Nreoeetl Gma 90' ell, f« Ford L44-T] « equal. 9. 2' Cuertmo Gr with by -Paso Ford: ASK W- IM -11 -77 (x 17-3/16' 9. 1 -1 /2' CUetomseHV with by­paae Ford: YEN 86-IIB-11-86 (% aYcOOndd Bmae: 308NSW3F . F775 or M.wer B- 1427 -2 ", wIN named 13 -3/I B7, McDmald B,nwc and path win or Mueller Band woe Ichin eye bou wlw, and wdlxk wbgs an Inlet and angle chid salve wnh lengad ongl. ball Mw ma DaelocN bq. m 1M.1, and male Mid: auUM, ball wive on bpan with padock Wngs. Cuelwnwtter shall Iw wt1e4 ball Mee m bWaw with Dadoek wbgv Cuaiomwe: shall Naw wtiml inlet and -hot. now vertical Twat and outlet. 1O. Phil mate . pioneer to be eu IMd a m i9 P M stalled In meter seller b 10. Rigid male spreader [o he Ibtl and Inatalbe In meter eetiv h tract«. DD Y attract«. P PP Y ll. Water mete dyl to supplied and Installed by C1ty to RmMn ue a 11. Water male 11 sholl re be wlylled one N . a d s qty of was upon t Or all related water meter Me and tl eatlAactory pressure and Daymv[ of all relates waGr metes Me and zolHbctory preawre and Purely test a IrO tests. guilty 12 All 730-1 miler "ov third, D to roan ales plaatlat Inc Power 1 12 MSHCF 730-1 malt box aqua) to Mlit= die a Prattles, Inc. GCF Seaw MSBC 1730-18 with with T mid Ductile it an diamond plate mve te'a31" MSBCF 1]30 -18 wim 2' mlek DucMe 'von diamond pieta Mawr 18'x31' equal to nead Stated Plnd ma Inc NSCJIC- IJ30 -R With 2" drilled thole dggal to Mid -States Ploatica, Ins MSCBC -LAO -R with Y &Trod thole Mr r« tcucl✓md Pit IM, and mater­ odes Id. to -1/2'd DB na 13. a coupling peryDOwnwar x FlPn wlm 2" plug (MIPT), ss Ford Ct.tl- C- -66 w equallrp The propmlm x owner is wM nsibe plug (MIPT), cry 13. �Met of property adnc Id raapomibls f« any necessary aaaptaHm or c -14-88 «snow, me Property awn« la rwpmalNa f« my nmwamy Wmalon er water eerNtt. oeaplaum « tenabn or hater aeMMe. NOTE: ALL MOTOR BOXES INSTALLED N CONCRETE OR PAVED ORIM)NAYS SHALL BE CAST -IRQ`1 EQUAL TO OLYMPIC FOUNDARY. EXPARSON JOINTS MUST BE INSTALLED 12' MINIMUM ON BOTH SLOES OF METER BOX. ® PUBLIC WORKS 1 Y2" AND 2" WATER SERVICE LOCATED STD, PLAN - 920.2 DEPARTMENT IN PLANTING STRIP MARCH 2010 e oexm Axa MMnrAem vRWAT1.v cWx6D AND MMNrMxm DEVICES) BOTTOM OF DDCVA SHALL BE A MINIMUM OF 24 NCH ABOVE a= !" c CONQtETE PADS OR ADJUSTABLE PIPE SUPPORT COLUMNS UNDER oul 1p µµL - __�f 2 PIPING NNNG 1 -1/2" AND 2" WATER SERVICE DETAIL w w e •SFT.Mx 6 a � a g i 9 @) • IN* 7 8 O g 8 �, +e Ixa 4. POST- INGICATQR VALVE (NJ) WITH TAMPER SWITCH N n DDCVA MUST BE INSTALLED IMMEDIATELY AFTER 2 -90' BENDS F. x FL) WITH FLANGED DUCTLE IRON PIPE SPOOL N UNIMPROVED IRIGHi-OF-WAY ta' LONG SPOOL (R x PE) g %fA�4)7VAPACTON IN AREA OFEVALVE BOX 10 II 1 g Ml METER BOX AT PROPERTY UNE WM A RIGHT -OF -ENTRY AGREEMENT MUST BE GRANTED TO THE µD OIERTON FOR INSPECTION OF THE DDCVA COULD CAUSE THE BREAKAGE OF THE SERVICE. SEPARATE ARE SPRINKLER PLANS INCLUDING INSTALLATION OF DDCVA $ 12" LONG COPPER TAILPIECE MUST BE SUBMITTED TO RENTON ARE PREVENTION DEPARTMENT FOR REVIEW AND APPROVAL v 2' MAX. z EXPOSED 12' q / W 1 SA 02%. BUPPORT A- A DRILL 2' DIA. 1.. FOR \ J VAULT. MADE VICE QUICK -JOINT COUPLING x KEPT CAST IRON OR OUCTIIE IRON WATERMAIN 2 -1/2' MIN. FROM NEAREST NOTE AND FRONT EDGE OF PIT UD THE CENTER OF THE HOLE MUST BE AT _EAST 1" FROM UNDERNEATH RIBS UN_E55 THE RIB SPACING ALLONS THE NUT TO TIGHTEN AGAINST THE OPEN SIDE OF ttPICP1 q -� MORE THAN ONE RIB. PLANTING MATERIAL UST FOR tt" SERNA OF HEMS LOCATED IN STRIP BRNACE TRIP BEmg CLR9 & BOEWAL 1. 2' isol tee, an new avatar main. 1. 2' topped lee an new water mob. 2 e Im X 2' brow nipple with threaded mtls MIP . 9 PP 2. 4" Ion % T brass a if with tGmace mtla Nsq ( n 9 kD ( n a en Now wet m Wes with ur(seee mere a operating 3. 2' r net m nut, t eeat ate wire with ureoeed ma nn nut and , yuaro ep n9 9 0. aquae cave q , Two vdw nut exememn n rex. Mandl aOr top eetall 330.1). TWO eat wart it If requked (e a dar daIT ap wi ctim 330.1). 4. Two PINS mil Iron valve box. Wo ca e' tap amflan wnh regular 4. TWO piece coal loan vales box Standard B' top amtlon Wm regular bane haw mgllon, Imgm to fit, lu4 type eawr. 2' brave bushing (MIPT x 2'X 1 length x ra All lug' type Mawr. ENT). S. 2' X 1 -I/2 hex bmw huahbg (MIPT a FlPOw 21-11 I -90y Gam « 5. 2 -W th firma or bronze nipples 6' Day). threaded ends. 2 wch brvnza nippee 8" length, T). mtla 2 caN 1- 1 /Y -9o' bmea w com 2' -BP brae or bronze afItUn (FlPT x FlP-). bronze ,$Mara (FIPT x APT). 8. 2' (Npn x er compression Hitting, Fore mKIns or equal. 6. I -1/2' (MIPT) x cc tubing t e K o Ford CBb88 (M equal. ] 2' r wtt capper tubing type K or brow nipples (MIPT x MIPT). length W J. `ol `2' wR copper Wbbg type K a bm+a nipples (MIPT x MIPT), length E. 2' Weadetl broaa 90' ell. 6. I -1/2' Nreoeetl Gma 90' ell, f« Ford L44-T] « equal. 9. 2' Cuertmo Gr with by -Paso Ford: ASK W- IM -11 -77 (x 17-3/16' 9. 1 -1 /2' CUetomseHV with by­paae Ford: YEN 86-IIB-11-86 (% aYcOOndd Bmae: 308NSW3F . F775 or M.wer B- 1427 -2 ", wIN named 13 -3/I B7, McDmald B,nwc and path win or Mueller Band woe Ichin eye bou wlw, and wdlxk wbgs an Inlet and angle chid salve wnh lengad ongl. ball Mw ma DaelocN bq. m 1M.1, and male Mid: auUM, ball wive on bpan with padock Wngs. Cuelwnwtter shall Iw wt1e4 ball Mee m bWaw with Dadoek wbgv Cuaiomwe: shall Naw wtiml inlet and -hot. now vertical Twat and outlet. 1O. Phil mate . pioneer to be eu IMd a m i9 P M stalled In meter seller b 10. Rigid male spreader [o he Ibtl and Inatalbe In meter eetiv h tract«. DD Y attract«. P PP Y ll. Water mete dyl to supplied and Installed by C1ty to RmMn ue a 11. Water male 11 sholl re be wlylled one N . a d s qty of was upon t Or all related water meter Me and tl eatlAactory pressure and Daymv[ of all relates waGr metes Me and zolHbctory preawre and Purely test a IrO tests. guilty 12 All 730-1 miler "ov third, D to roan ales plaatlat Inc Power 1 12 MSHCF 730-1 malt box aqua) to Mlit= die a Prattles, Inc. GCF Seaw MSBC 1730-18 with with T mid Ductile it an diamond plate mve te'a31" MSBCF 1]30 -18 wim 2' mlek DucMe 'von diamond pieta Mawr 18'x31' equal to nead Stated Plnd ma Inc NSCJIC- IJ30 -R With 2" drilled thole dggal to Mid -States Ploatica, Ins MSCBC -LAO -R with Y &Trod thole Mr r« tcucl✓md Pit IM, and mater­ odes Id. to -1/2'd DB na 13. a coupling peryDOwnwar x FlPn wlm 2" plug (MIPT), ss Ford Ct.tl- C- -66 w equallrp The propmlm x owner is wM nsibe plug (MIPT), cry 13. �Met of property adnc Id raapomibls f« any necessary aaaptaHm or c -14-88 «snow, me Property awn« la rwpmalNa f« my nmwamy Wmalon er water eerNtt. oeaplaum « tenabn or hater aeMMe. NOTE: ALL MOTOR BOXES INSTALLED N CONCRETE OR PAVED ORIM)NAYS SHALL BE CAST -IRQ`1 EQUAL TO OLYMPIC FOUNDARY. EXPARSON JOINTS MUST BE INSTALLED 12' MINIMUM ON BOTH SLOES OF METER BOX. ® PUBLIC WORKS 1 Y2" AND 2" WATER SERVICE LOCATED STD, PLAN - 920.2 DEPARTMENT IN PLANTING STRIP MARCH 2010 e oexm Axa MMnrAem vRWAT1.v cWx6D AND MMNrMxm DEVICES) BOTTOM OF DDCVA SHALL BE A MINIMUM OF 24 NCH ABOVE LOCATED IN EASEMENT N PRIVATE PROPERTY SHALL NOT BE MORE MuNdsi1M PIPE MON my1 q(MRIV WE TD CdtVA shat NOT EXGVD W FEET CONQtETE PADS OR ADJUSTABLE PIPE SUPPORT COLUMNS UNDER oul 1p µµL - __�f 2 BRANCH VALVE (FL x NJ) WITH VALVE BOX AND COVER STANCHIONS BOLTED TO FLOOR. I © © •OW/4 CQYPIEIE BIXVRDE © O O e •SFT.Mx 6 a � a g i 9 @) • IN* 7 8 O g 8 �, +e Ixa 4. POST- INGICATQR VALVE (NJ) WITH TAMPER SWITCH N n DDCVA MUST BE INSTALLED IMMEDIATELY AFTER 2 -90' BENDS F. x FL) WITH FLANGED DUCTLE IRON PIPE SPOOL PIPE PENETRATION THROUGH BUILDING FLOOR SLAB. ROOM IN WHICH DDCVA IS LOCATED SHAM A HAYS FLOOR DRAIN CONNECTED TO THE SANITARY SEWER SYSTEM. B. HAVE A HEATING SYSTEM (40' F MIN. TEMP.) NO HEAT TAPE ta' LONG SPOOL (R x PE) g J. C. NOT BE USED D. HAW CCIEARLYFDEUNEATEO ACCESS WAYS T) GENOVA AND PIVC FINISH ROC R A RIGHT -OF -ENTRY AGREEMENT MUST BE GRANTED TO THE µD OIERTON FOR INSPECTION OF THE DDCVA w I �i as SEPARATE ARE SPRINKLER PLANS INCLUDING INSTALLATION OF DDCVA MUST BE SUBMITTED TO RENTON ARE PREVENTION DEPARTMENT FOR REVIEW AND APPROVAL A SEPARATE ARE SPRINKLER PERMIT IS REQUIRED. , 1. FL) MAN UNE ME (NJ x WITH CONCRETE BLOCKING (WATER MAIN DEVICES) BOTTOM OF DDCVA SHALL BE A MINIMUM OF 24 NCH ABOVE LOCATED IN EASEMENT N PRIVATE PROPERTY SHALL NOT BE MORE CONQtETE PADS OR ADJUSTABLE PIPE SUPPORT COLUMNS UNDER THAN 50 FEET TO BUILDING) __�f 2 BRANCH VALVE (FL x NJ) WITH VALVE BOX AND COVER STANCHIONS BOLTED TO FLOOR. I CUSS 52 DUCTILE NON PIPE (4 INCH MINIMUM) ALL PIPE AND M FITTINGS SHALL BE RESTRAINED WITH SHACKLE RODS AND CONCRETE THRUST DLOCKS PER KRA AND AMA STANDARDS. 4. POST- INGICATQR VALVE (NJ) WITH TAMPER SWITCH N n 5. 2 -90' BENDS F. x FL) WITH FLANGED DUCTLE IRON PIPE SPOOL 6. ta' LONG SPOOL (R x PE) J. FLANGE COUPUNG ADAPTOR FINISH ROC B APPROVED OOCVA ON MAIN LINE IN HORIZONTAL POSITION ONLY. (PER PERIMETERS OF MINIMUM CLEARANCES M BE PAINTED ON FLOOR IN WHITE ENAMEL PAINT STRIPE, WITH 2 INCH STENCIII BLACK LETTERS TO SAY: '00 NOT BLOC( ACCESS' LATEST DEPT. OF HEALTH APPROVED UST OF BACKFLOW PREVENTION ELEVATION NEW OF DDCVA DEVICES) BOTTOM OF DDCVA SHALL BE A MINIMUM OF 24 NCH ABOVE FLOOR LEVEL AND NOT HIGHER THAN 3 FEET MAXIMUM. INSTALL 3 CONQtETE PADS OR ADJUSTABLE PIPE SUPPORT COLUMNS UNDER Di ADJUSTABLE STEEL PIPE SUPPORT, 9. 0.S & Y VALVES TO BE RESIUENT SEATED WITH TAMPER SWITCHES. STANCHIONS BOLTED TO FLOOR. AIDED MIRING IN ACCORDANcE WITH L & I 10. METERED 3/4 INCH BY -PASS DCVA - BY -PASS METER SHALL BE A 3/4 INCH 'Si2NSUS -ECR' 91 POSITIVE DISPUCEMENT METER EDUPPED 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 WTH BALL DRIP IN VAULT OR OUTSIDE BUILDING 12 4'x 4' x 8' BULL ELBOW. THREADED 13. UL USTIED FIRE DEPT. CONNECTION. UL USTED BREAK AWAY CAPS, LOCATE MiHIN SO FEET MAXIMUM OF A PUBLIC ARE HYDRANT. AFTER FIELD INSTALLATION, MAIN DDCVA AND BY -PAW DCVA MUST BE TESTED SATISFACTORILY BY A DEPARTMENT OF HEALTH CERTIFIED BACKFLOW ASSEMBLY TESTER. TEST REPORT MUST BE SUBMITTED TO CTY OF RENTON WATER UTILITY ENGINEERING DEPARTMENT PRIOR TO ACTIVATION OF NEW UNE INSTALL BRASS Y4' "RE TEST COCKS WITH X FLARE CAPS. PUBLIC WORKS INSIDE BUILDING INSTALL FOR 3" AND STD. PLAN - 980.5 is DEPARTMENT LARGER DETECTOR DOUBLE CHECK VALVE ASSEMBLY MARCH 2010 1/4 OF SEC. 20, TWP. 23N., 12 A{' 14" 1 2" 4§' - 11 N.C. SOCKET HD 2" A.C. SCREW 1 Y' LONG (BRONZE OR S.S.) X" x 2" RAISED PADS 6" CONCRETE CLASS 3000 11" 12 Y.° 14" CAST IRON RING AND COVER 2, -0" , W.M. N-SAND OR EXPANDABLE FOAM WATER TIGHT PLUG 45' (1/8) BEND 2' T e 5ti61 L NNII 1' 0�� `P C' AO 4# J� O 2 P ¢ PIPE MATERIAL AS SPECIFIED GV BY THE ENGINE ER 45' (1/8) BEND NOTES: 1. 8" AND 6' CLEANOUTS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC. No. 3698 OR EQUAL CLEAN DDT SHALL BE A WATER TIGHT ASSEMBLY. 2. IN UNIMPROVED AREAS, POUR A 1' -0" THICK, 2' -0' SQUARE CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER. PUBLIC WORKS 8 OR 6 INCH CLEAN -OUT �' FLAN - 4091 DEPARTMENT FOR SANITARY SEWER MAINS SEPTEMBER 2011 W Z J 3� W W Flo M DIRECTION OF FLOW 2 3„ Of (MIN.) 6" MIN. 6 "MI N.(TYP.) UNION (TYP.) PLAN 3 "MAX. Z O] Z O O M N7 6 "MIN. TO CITY METER STACKED METER SECTION 6" MIN, FREE BOXES DRAINING GRAVEL NOTES: 1. ALL DOUBLE CHECK VALVE ASSEMBLIES (DCVA's) MUST BE LISTED ON LATEST LIST OF "BACKFLOW PREVENTION ASSEMBLIES APPROVED FOR INSTALLATION IN WASHINGTON STATE PUBLISHED BY STATE OF WASHINGTON DEPARTMENT OF HEALTH. 2. THE OWNER APPLICANT MUST OBTAIN IN A SEPARATE CITY N RE PLUMBING PERMIT FOR THE INSPECTION OF THE INSTALLATION OF THE DCVA PIPING. THE OWNER SHALL FURNISH, INSTALL AND MAINTAIN THE DCVA AND ALL PIPING AND APPURTENANCES CES SHOWN ON THIS PLAN. 3. THE DCVA MUST BE TESTED BY A STATE CERTIFIED BACKFLOW ASSEMBLY TESTER AFTER ITS INITIAL INSTALLATION, AFTER REPAIRS AND ANNUALLY THEREAFTER AT OWNER'S EXPENSE. A COPY OF THE TEST REPORT SHALL BE SENT OR FAXED TO CITY OF RENTON WATER UTILITY ENGINEERING DEPT., ATTN: WATER UTILITY CROSS- CONNECTION CONTROL SPECIALIST, FAX NO. 425- 430 -7241. 4. DCVA AND METER BOX SHALL BE LOCATED ON PRIVATE PROPERTY AND AS NEAR AS POSSIBLE TO THE WATER METER. PUBLIC WORKS 1Y4" TO 2" DOUBLE CHECK VALVE Sl PLAN - B40.8 S DEPARTMENT ASSEMBLY FOR IRRIGATION OR RESIDENTIAL FIRE SPRINKLER MARCH 2010 S=3701051 CITY OF RENTON Approved by: Date: Approved by: Date: Approved by: Date: Approved by: Date: 02013 TRIAD ASSOCIATE �; �9- 37c'Jt�s 5- 3�rc�s y O y Q W 3 TRIAD ASSOCIATES 12112115th Ave. NE Kirkland, WA 98034E 23 425.821.8448 425.821.3481 fax 800.488.07%Wl free WwwAUadassatlhythe et ,2 V Will 3 i `\ ~ 41 W 2 Q. O v 14j \� W V J `rW m O LL V 10 V �1 we we o 0 z QW10 r T. uiAll PEs PSOM0 NANAGRI YA9l S NA9697y, PIS FHWSL7 SURYETOR APIfI R Fl PE POD110 ENGBM LIPDW /1F7N ALA FRDHO LA D SUPR 90 UM P1B3T SUM= DAM 10/15/12 SLAT$ am- =4 SfW NOT VA11D UN= SIGNED AND DATED JOB NO. 09 -029 NOe C4.40P 15