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F— F— z r CL a— CL LLI z Z 0 W z o W a I z coW m _J 0 U RECEFRED LIFT FOXET W — 11 F!_C, SOCKET HD SCREW 1 A7 LONG tB RONZE OR &W X7 x 2' RAISED PAW 45' (1 rte) �Ip 101 XIO CLASS PIPE MATEFO ICI.. AS SPECIFIED UY THE'ENGINIEER PLUG TO BE SEALED IN SAME MANNER AS; MAIN SEWER JCINTS. kD1>•S: 1. Ir OXANO UT9 9HAIL BE EASE JCMi ANI RM %M% INC. N% MIN CIR EXI L CLEAN OUT S MI L BE A tiTER 11W ASSEMBLY, E CIB B INCH CLEA 6DS7T 2a IN INHWPR> VED AREA& POUR A 1—CF THICK. I" -ir SW ARE CMCIETF, J JIM .300q, PAD AR[aJNO THE RING -r<AhO CIVER. 4, A ASPHALT IRM4NP Y& REETIORE AROUND CLERNOUT FINE AND � ,� 0134 R AS RMJRM BY STANDARD OETAL O13+rMIC ER3& CLTLr ar 119161 >f1 Irl� L" DAM 8315788 QkTE I I`E4ISION I E;y AFPR OW9. NAMEt 13076 -1 SP PAGE- 13127E Civil Engineers ®' Structural Engineers rd Landscape Architects FO Community Planners tt Land Surveyors " Neighbors ..... rb -. " TACOMA • SEATTLE 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253.383.2422 TEL W 316 Occidental Avenue South, Suite 320, Seattle, WA 98104 206.267.2425 TEL 'w- NOTICE ALTERATDN OF W DOCUMENT SHALL INVAUDAIE THE PROFESSIMIAL SEAL AND SI NAME. PUBLICATION OF THIS DOCUMENT DOES NOT DEROGATE FROM RESERVED ONEMP RIGHTS IN IT. 7HS DOCUMENT IS FOR USE ONLY FOR THE PRMW MIRED IN 1HE VILE 81M AND IS NOT m BE USED FOR REPAIR REMODEL OR ADD= TD 1NAT FROM OR FOR MY 010 PMEM NO. 0 0 PO cm •ht • d y h■ • Y 1 O h, t. s h, • Ya (iF t •h+ t ht m .m t ®' E �i t-, FO P® m tt 'r® Bi Oman F® � • � ®, 0® P® ©===M= ��mmmmm - • mom ®�mm - ® mllll�m��� ®111�1111' ' P �mlllll! +I rJm��� - • - m��momm ®m�000mmm t -jj Fw- PA wm T P® m © 'r® Oman PO t 0® P® ©===M= ��mmmmm - • mom ®�mm - ® mllll�m��� ®111�1111' ' P �mlllll! +I rJm��� - • - m��momm ®m�000mmm t -jj Fw- PA wm T P® m © 'r® Oman PO t 0® P® t -jj Fw- PA wm T © Oman 0® ©===M= mom ®�mm ® mllll�m��� ®111�1111' 1'J SL[I'J Y PRESSURIZE THE PIPE TO 4-.D ALLJOW 2 MINUTES FCR STABILIZATION, A013IN'G AIR AS REQUIRED. TIME THE DROP FROM 15 P.S.I.Gh TO 2.5 P.&I.G, READ THE MAKIMUM ALLOWABLE 11ME IN SEE IDS FROM THE TABLE& SUR JWB GCH DIUM GCH CHECKFDSMC REVISION BY DATE APPR MC R A CKFILL MATEMAL (SEE NOTE 5) CONCRETE GLASS D SEE NOTE 8) FOUNDATION LEVEL —\ BA FILL MATERIAL (SEE NOTE -5) BEDOINU MATERIAL FOR RIGIO PIPE (SEE NOTE B) �4:111f lkyl1119F:o BEDDING MATERIAL FOR FLEXIBLE PIPE (SEE NOTE 7) FOU NDA11ON LEVEL . h W (SEE NOTE 4) - -j,,— LIMITS OF PIPE ZONE (ASS A DESIGN) W (SEE NOTE 4) —*�— LIMITS OF PIPE MINE (CLASS e ®S BEDENNG FUR R1131D -_ OF PIPE ZONE 0 M ®2 �•�M II � ' �V J. COMP A" BEIMN8 WATMIAL M M% WAL 13MNW MCE117 01RE01 V OWR PIPE HMO TAMP ONLY. 4,. SEE "EKCAVATION AND PREPARATION OF TRENCW IN THE VA ITARY WARS S EMIGN OF TFE 9TAMO,M 9Fy WRCr 11ffl9 FOR 7 RU4CH WUTH "W' MO TIRBMPJD OP MIRL THE PPE 'ZONE MRL BE THE AMAL IMM 11107H, Ear FUR 'MOM CIL BEOONO. THE i1NrUY COtAINE IE MOTH SHALL BE 1 1,1 UX 4 1IF, 45. TREML9i BACKFlLL SKILL. COWOM TM 'BAG IWiki SEER TiRENICH09' IN THE R MITARY SEWERS SEMXH OF THE STMOARD EEL7RDAI10NIA MWEPT THAT F=K3 ON LUMPS LA RBEFt ?Hull 1' PER FON OF PPE DIA EIM WLL NOT BE 1110 IN THE BACIOU KA71 RJAL, 4. SEE °BOOIND ii1 ERIAL FOR RIBS FiFE7 IN THE AGGREGAIIE9 9E€71CN OF THE STAMARD EFEWICATIOMS FOR THE iIAWDAL IFEWICATIONSL 7 SEE '8001110 MA EMAL FOR FLE19BLE PIPE' N THE AGGRINATE`x =il41t 'EF 'S!TANDAO SPEIGIFIC,TI011 FOR THE MATERIAL SPE RONT10111% 8. PIPE 'MLL9T BE ANCHORED IN 9JCH A MANNER AS TO EN9URE FLOK LINE 13 MANTANM ■sal,"Mr-77-2-17—.09 1 Fw- PA wm T © Oman 0® ©===M= ■sal,"Mr-77-2-17—.09 1 Fw- PA wm T © scAL VERTICAL: w►vD ` AU INAD TM�°°T CITY OF PER DETAIL �� ,,,_ RENTON I-- OK IMH ---•� DATUM AI T M SE I Planning /Building /Public Works Dept. IF NOT ONE INCH SOME ACWMNMY Ia COLUMBIA BANK - RENTON ATE9 /22/08 1 5 m J N M N Q U M [PAGE I 0 DROW NO. SEWER C4.2 NOTES & DETAILS S'�` 10 X16 1AHNINININIAIA