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WE O+M'�R Sf1MJ.L fl�Yr,ay�+, tlyyTM.;1 srar,rteuN IH£ #iWpA AND Al,:, �IisIQ�#G AND.1Ft�LIiTtEhr+lrat;lS $l1�7114 ON TF+15 PLJLltL 3, T4fE RP$^ MUST BE TESTEDI3Y A STATEC�71FEi? $+ECICFLOYL' A7rBLx TE$T�R AFTER 9TS +KITG4L 1�15?iyLI,AT1Qfe. AFTGR �tC=A1R� AND ANNUALLYTH�lE+li'T[F A* 3�}S E%R(Ti�" IL GpPT GF r'+E 77 ilEP#RT SH�i BE SENT OR FA TO CITY QT• ,IipN WATERLI71L1T'+' E11G�dI:Rx�B DEPT..+tTTk' 14A,7E3+ UTaU?1► T:I'#055-CCk[C11Qf+k GO+ITRbL S�CIAL517, f~*X "0. A25-s-'17A9, 4, 0A111H SHALL Er.LED S1N AECGROx711� yY111I AYlr4'A GRASS OCHMEGTIGIlw C�CINT��1. 1fA#lu+�l. S;Al�A+lfii#5 '" pRAlle FOR 1" 0[1 5L1�1LLFi� pP'@A'�, 4- DRAIN FOR 15' TO 2- RP9A's, to FOR 3' FIPBx's 3, RPO�L AND £I+ICLOSI�RE' SNA�„L �f LOCATED ON FfiIVA7E PROPERTY Mip IDS WARAS R4i5�3BlE 'To 1�IJDLIC WORKS REDUCED PRESSURE pA1;ICFLOIN sm aIQ$ a + �1$I'd#tTmLN'P ASSEMBLY IN HOT BOX 4" JUS� ' i ?k44M7(l� I a d ■ + -+ -0- Fl r IN:JUI. RADIUSRADIUS Or srlxtr.Ll: 41LZ L'f4C + :14,4CA Lf IlaaS a - '• � it Ls � r nGlrrvUur_4a!'s ' Y TEE A y f y J J i � # J 7 yp�_ 1 PCG9IJC TIfORK� CONCRETE BLOCKING FORVEFCTICAI_ S. PPLANi - 330.3 .•�4 � iiE:P1lRT5fF:[',rr MARCH DSO COMPACTED IN 4" LAYERS LIP 1� r sll f,n.ilSWy L aao �s z4 � � � >• � I.F IA r 0 # rr. CONCRETE F E�j GrA {--� .REDUCED PRESSURE BAFLW ASSEMBLY IN FIST BOX rw,r,s, 41 O BLOCKING FOR VERTICAL FITTING N.T.S. ON SIDES OF TRENCH TO MINIMISE ECA�fATION" AQEQUATLY BRACE TO MEI=T ALL SAFETY CODES AND REOULATIONB" MINPLAN . NOWS M BACFILL TO MATCH EXISTING GRADE EXISTING GRADE — VERTICAL Z �J t- I �jIR�TI�y F-I-0'L�€ $' �N. r ■ �'IIEIN_ T� C FY h�ET STACKED METER SE,-,TION \-6' r�c.' AL:-7. #�D`� S r G�CfS VALVEVALVE+11�p_ _ vY� s) 1+UST � L15TEON �` .ATFST LIST � �+4L0'k! PY€hrT4�4i AS��0uL5 �'ROvED FOR M,157+L__�?'�4 IN vr+��r�GTO'a �'a�':-. P►r�.e,�'ED 9'� 5'�r a'E OF OLyO 2 R+- .,fAIG5k7 �lU'ST e?BiA11x A SE+'��kAr"� �FY OF R€�le F' #OLLARW RB" P'ERUIT F;� T!� '*eSP�C-OF,I IF}57A;,�471hk OFQF THE "—VA ANC '-1�4{t. THEE S'i�L'ISHALLI�l � SHALL . 1�95T+�LL AM:; NI#Q'ITA�1 T� '.N = .D Xkl P"P1b#a�R .VIA AP'Ia:3R$1�I^rif�3 SE•h'3ylf. T5 `+. "."a 1� EE YES? �Y # 5'A� 41FiID 3JrF�ICFL�k1Y iL7 7EsTER AIF-FCsITS IMLT 1IIIf -- '•� J�" #�'� I+UR'' AND1L11#VU.V-LY T+ff7iEfFTR AT OWNER'S EXPENSE. A COPY OF THE TEST r }+I+� ei SENT flIR =AxEJ TO C17'Y OF Rl;i�iTO� %A� uTLta"r E� nor. 4:r►�: WATER JTIEJTY CR�5��7lplt CONTROL SP-OAIi�s-. FAX NO- 4;7�'2A1- #, 3CYA AMa,lEfs1; 9O% SN►.L � _T€D ON p'TiFVATE Rf#Op�F" AND AS HEAF} +LS PMSME TWATER MEIER- O � P4L� BC 1rORlis TO 2' DOiJBLE HE14 VALVE amPLAN — S�O.B T}SPJiRCLLT •���y ASSEMBLY FOR IRRIGATION OR� I�EkE]EfVTIi4L FARE SPRINKLER�1R�li 2010 " " T " DIBBLE CHECK OR 11AL11E ASSEMBLY FOR IRRIGATION RESIDENTIAL FIFE SPRINKLER N.T.S. ! I I —III I I `s - _ • _. - E I I IIII ! I — ;I I J i I—N � 1, I- �� � .` � • •• � � ' � � IMPORT COMPACTED � —� � — _ ' 4• — — z BACI�FILL LAID IN 8" LOOSE LIFTS (95°!� MAX- DENSITY)— ': ,•., I �,• � "-" _ -MILS HQI'E (HIGH DENSITY POLYETHYLENE) LINER ON SIDES AND BOTTOM OF TRENCH- 2" MIN" Olf ERLAP AT JOINT A-DJAUNT TO T Ti,;. WATER PIPE BEDDING °!o (95 MAX DENSITY) II PIPE (J POLYWRAP) �FI I I II!I � I I! I� I I NOTE- 1. REFER TO Bh9P NOTES ON SHEET C2"1 REGARDING DIRECT TRUCK LOAD INO AND EXCAVATION- 2- 2" REFER TO KEY NOTES 1 & 13 ON SHEET C2" 1 REGARDING PUMPING OF THE BTORMJOROUNQ WATER EXPOSED TO CONTAMINATED SOILS TO THE SEDIMENT TANKS AND DISCHARGE TO THE SEWER- 3- A REP REBENTATI�fE FROM FLOYQlBNIQER SHALL BE ONITE QEJRINO THE E}CCA1fATION IN THE AREAB OF AOC 1 AND AOC TO OBSERVE SOILS FOR CONTAMINATION AND DIRECT LOADING OF TRtJCkB" PIPE BEDDING AND BAKFILL SECTION N.T.S. 1 F E�j GrA {--� .REDUCED PRESSURE BAFLW ASSEMBLY IN FIST BOX rw,r,s, 41 O BLOCKING FOR VERTICAL FITTING N.T.S. ON SIDES OF TRENCH TO MINIMISE ECA�fATION" AQEQUATLY BRACE TO MEI=T ALL SAFETY CODES AND REOULATIONB" MINPLAN . NOWS M BACFILL TO MATCH EXISTING GRADE EXISTING GRADE — VERTICAL Z �J t- I �jIR�TI�y F-I-0'L�€ $' �N. r ■ �'IIEIN_ T� C FY h�ET STACKED METER SE,-,TION \-6' r�c.' AL:-7. #�D`� S r G�CfS VALVEVALVE+11�p_ _ vY� s) 1+UST � L15TEON �` .ATFST LIST � �+4L0'k! PY€hrT4�4i AS��0uL5 �'ROvED FOR M,157+L__�?'�4 IN vr+��r�GTO'a �'a�':-. P►r�.e,�'ED 9'� 5'�r a'E OF OLyO 2 R+- .,fAIG5k7 �lU'ST e?BiA11x A SE+'��kAr"� �FY OF R€�le F' #OLLARW RB" P'ERUIT F;� T!� '*eSP�C-OF,I IF}57A;,�471hk OFQF THE "—VA ANC '-1�4{t. THEE S'i�L'ISHALLI�l � SHALL . 1�95T+�LL AM:; NI#Q'ITA�1 T� '.N = .D Xkl P"P1b#a�R .VIA AP'Ia:3R$1�I^rif�3 SE•h'3ylf. T5 `+. "."a 1� EE YES? �Y # 5'A� 41FiID 3JrF�ICFL�k1Y iL7 7EsTER AIF-FCsITS IMLT 1IIIf -- '•� J�" #�'� I+UR'' AND1L11#VU.V-LY T+ff7iEfFTR AT OWNER'S EXPENSE. A COPY OF THE TEST r }+I+� ei SENT flIR =AxEJ TO C17'Y OF Rl;i�iTO� %A� uTLta"r E� nor. 4:r►�: WATER JTIEJTY CR�5��7lplt CONTROL SP-OAIi�s-. FAX NO- 4;7�'2A1- #, 3CYA AMa,lEfs1; 9O% SN►.L � _T€D ON p'TiFVATE Rf#Op�F" AND AS HEAF} +LS PMSME TWATER MEIER- O � P4L� BC 1rORlis TO 2' DOiJBLE HE14 VALVE amPLAN — S�O.B T}SPJiRCLLT •���y ASSEMBLY FOR IRRIGATION OR� I�EkE]EfVTIi4L FARE SPRINKLER�1R�li 2010 " " T " DIBBLE CHECK OR 11AL11E ASSEMBLY FOR IRRIGATION RESIDENTIAL FIFE SPRINKLER N.T.S. ! I I —III I I `s - _ • _. - E I I IIII ! I — ;I I J i I—N � 1, I- �� � .` � • •• � � ' � � IMPORT COMPACTED � —� � — _ ' 4• — — z BACI�FILL LAID IN 8" LOOSE LIFTS (95°!� MAX- DENSITY)— ': ,•., I �,• � "-" _ -MILS HQI'E (HIGH DENSITY POLYETHYLENE) LINER ON SIDES AND BOTTOM OF TRENCH- 2" MIN" Olf ERLAP AT JOINT A-DJAUNT TO T Ti,;. WATER PIPE BEDDING °!o (95 MAX DENSITY) II PIPE (J POLYWRAP) �FI I I II!I � I I! I� I I NOTE- 1. REFER TO Bh9P NOTES ON SHEET C2"1 REGARDING DIRECT TRUCK LOAD INO AND EXCAVATION- 2- 2" REFER TO KEY NOTES 1 & 13 ON SHEET C2" 1 REGARDING PUMPING OF THE BTORMJOROUNQ WATER EXPOSED TO CONTAMINATED SOILS TO THE SEDIMENT TANKS AND DISCHARGE TO THE SEWER- 3- A REP REBENTATI�fE FROM FLOYQlBNIQER SHALL BE ONITE QEJRINO THE E}CCA1fATION IN THE AREAB OF AOC 1 AND AOC TO OBSERVE SOILS FOR CONTAMINATION AND DIRECT LOADING OF TRtJCkB" PIPE BEDDING AND BAKFILL SECTION N.T.S. 1 REVISED PER CITY COMMENT LETTER DATED 1 2f2l 1 B ? REVISED PER CITY COMMENTS DATED 0507f 19 3 REVISED PER Off7 COMMENTS TO C.0. Q6"0 & C6" 4 REVISED PER Cff'1' COMMENTS TO C6,0 7 REVISED PER CfT'1' COMMENTS TO NGPA & WALL HEIGHTS NO, REVISION J RE 04 f 02 f 19 suR,erEc; scup; NTS JRE 06f03 19 Dmulm. J. EavesJ. Hein JRE 06f 21 f 19 JRE 06 25 19 / % . J. Eaves/J. Help ONE *KH vOW I.r IF NOT wa, s,;.LE Aaa JF?E 47f23f19 ar1OC,� S. NelsonATFuul B`! DATE p APPR APPRUWP F% �I Tac253-572-4903 oma, REtJ3E OF DQOUMENT TX$ dpOLMli117 w14 W]1 94'.D RCad'f w AOMM11lIX 1(IL y11C SY9-2.1-M! AM 4►■F1FR t9.3i IIC74 LTlAU1H9RrgD AOrAAfiOw CIF IOFY LF *t RM1{Slal 4til 4P5 bGIXR&y<T 1■4.L f14AlVklf iFi aarulallr, wr i;prrrTCrAN +MG gp,IxFLpE, iFE QEAi 1110 DL'9O5 H4CN109A7M rtrfll+4 74r AH IN571EkWF OF IFIL PRgFE$$A"reIVL W1LCF, IS 71# anLwExlx IF L16" ,arorecrs AFi, n war T4 K ugn, N TiM%$ 4t k P1k1• FOR 1Ji1' 4TFffA F'k6LFL7 >tAKFFk LIpITfEN 171rItOpMlION of Mf1D1'h 1JLaiiEClS i MONSTEPAGE 0 R Fcc RECORD DRAWING 03-15-2021 NO RECORD INFORMATION SHOWN ON THIS SHEET. NNOVA architects 0 Pacific venue, Suite 450 WA 40 PROLOGIS 12720 Gateway fir., Suite 110 206-414-7625 CD CD CD 00 c W-404205 IN COMPLIANCE WITH CITY OF RENTON STANDARDS LO CD WATER UTILITY DEVELOPMENT ENENGINEERING �:-: agafour D7l11D'l9 � rnair O�'11I01(D LiJ cc e+lua�rIx:,■�; rem Iiegpl � 1 � � � 18 � r CITY Of�- PRLI RET 0 F E L T 01 READ W Record Drawing documents 03-15-2021 � No: —.1DATUM Planning/Budding/Public Works Dept. ,. WATER NOTE AND DETAILS SHEL7° �� ° °51 IOL