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"FRDMNOU5E /O'F -ROM METER II I I _ "rr EL - Z "5.6 FI- I-[ - 2`:i:% D MANHOLE CONN ' TION f t E A� i I ZO'FROMMETER I I / i I I LE. ' :. < a 3' FROM METER GC -I (EXIST. PIPE—NEW , M.H.) (EXI LINE A — PLAN ``' " °' F. 20' SHEET NOTES: REFERENCE NOTES: (�5 AFTER NEW SEWER MAINS HAVE BEEN TESTED, ACCEPTED I. SEE SHEET G -2 FOR GENERAL NOTES. 4. IF SOUTH HIGHLANDS SEWER IMPROVEMENTS ARE UNDER D CONSTRUCT NEW 6 D.I. SIDE SEWER W/ CLEANOUT. CONNECT TO AND ALL SERVICES TRANSFERRED TO NEW SEWER MAIN, CONSTRUCTION. THE CONTRACTOR SHALL COORDINATE ALL EXIST. SIDE SEWER AND NEW SEWER MAIN. PLUG EXIST. SIDE REMOVE AND DEMOLISH EXIST. M.H. TO TWO FT. BELOW GRADE 2. PROTECT ALL UTILITIES. SEWER MAIN CONNECTION WORK AT THE INTERSECTION OF SEWER W/ CONCRETE. AND PLUG EXIST. SEWERS W/ CONCRETE (2 C.F., MIN. PER PLUG) J. DO NOT DISRUPT OPERATION OF EXIST. SEWER MAIN OR NE 7TH ST. AND ABERDEEN AVE NE WITH THE OWNERS CONTRACTOR. O CONSTRUCT 48 "DIA. M.H. PER C17Y OF RENTON STANDARD PLAN AND BACKFILL M.H. W/ SAND. SERVICES UNTIL CONNECTION CAN BE MADE TO THE NEW DWG. BR28 (SP PAGE B07U. CONNECT TO EXIST. SS PIPES © TEMPORARILY SUPPORT OR RELOCATE EXIST. WATER VALVE AS TESTED AND ACCEPTED SEWER MAIN. (WHERE SHOWN). REOD. TO CONSTRUCT SEWER PIPE. O3 CUT AND PLUG EXIST. SEWER MAIN W/ CONCRETE (2 C.F., MIN .). 7O CONNECT NEW 18" DIA. SEWER MAIN TO EXIST. M.H. AFTER NEW SS IS OPERATIONAL AND ALL SERVICES TRANSFERRED. ® CONSTRUCT DROP CONNECTION AT M.H. FOR EXIST. SEWER PIPE 220 _ ® CONNECT EXIST. SEWER MAIN TO NEW M.H. PER CITY OF RENTON STANDARD PLAN. DWG. BW18 210 V N - - -- - - ---- --- --------- -=---- -L - - -- -- - - - - -- - - - - - -- - - -- cn¢ -¢I O J� J - --- ------ -- - -- --- --------------- --------------------- -- - -- --- -- - --- -- - -- - Y ¢ n¢ ¢ ¢ 1J cJ �J Z5 -- - - - - -- - - --- - -- -- - -- -- - -- -- - - - - -- -- I EXISTING GROUND. EXISTING SS (TYPJ I ��----- ------ - -�— -- — 200 - -- I -� _ -- - -- - - F_J - O 6 23 - - — - -- 00 8.75 i 2{6-28 LF l8 SS S 894G O 3 3 I &z� LF 18 "SS S = 9.Bf,LFr 2170.3` D.I. PIPE h D l IPIPE ol f W ��c \° h W No22 OQ 20 X02 0\ l80 vl �t -- COZ K \N � J( — - - - -- -- } -- lh� W n z - -I - - - -- - -- - - -- -- . -_- — _ — N - -- - - -- - - -- - - - - - -- -- I 80 cj s + p 170 p J O O �k'> tii'g�jj W O —� titer J J J —W.W W_W (ng0 2220 /60 0 +00 / +00 2100 3 +00 4 +00 160 5 +00 6 +00 STATION LINE A - PROFILE E' b HORIZ.: l "= 20' m e`�o VERT.: l' _ l0' CITY OF RENTON DEPARTMENT OF PUBLIC WORKS HIGHLAND SEWER REPLACEMENT C a REVIEWED FOR COMPLIANCE TO CITY'S STANDARDS W W P I - 0 4 8 8 LINE 'A' PLAN AND PROFILE suBMITTEO jn 7 i - WARNING c u�� l <� t° O V2 I 'AAS�eclsra G�$ SIONAL �'� STA.0 +00 TO STA.6 +00 ���� DESIGNED: TOC 3/93 _ P OJEGT ENGINEER R. CIE. NO. DA/ ' �T �I IF THIS BAR DOES 4 s1R3 NOT MEASURE I" EXPIRES: 12/13/ PLAN R IEW DATE DATE: FILE NAME: / y ,�- DRAWN: OPA �/.iL -r" /Gc -...J° 4 -2 -43 SCALE: AS NOTED rf-soON: PAGE: WASTEWATER UTILITY DATE R6CORp DRAWINCj -AS 8UU.T 04P JEI3 7706-C/774 CHECKED: JAME5 ..MONTGOMERY R. C. E. NO. DATE THEN DRAWING IS CONSULTING ENGINEERS. INC. NOT TO SCALE. - NO. REVISION BY APPR. DATE SHEET: C-1 OF: f� f I ( i I Al I I I I i I I ]( i _ ® 0 I I A I I I T I I I IAL I I 1 I f