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HomeMy WebLinkAboutS-284501g I� IQ U Z CL dQ-ir H ck:� W Z LJ W W N L� �Ld �S W Q 0 30 60 SCALE: 1" = 30' -0" SECTION 21, T23N, R5E,W.M. l� all r \ \_' OG \\ STA 6 +78.2(8816.5.10677.9) CONNECT TO EX. 8" WATER 1 -8 / ,1 1 4 BEND(AIJxfL) \ / 3 , ,o x8"REDUCER(FLxMJ) U 1 / .a 33�p / REMOVE EX. FIRE HYDRANT D / r \\ / 1� �\ A"',, AND, REMOVE WATER LINE SALVAGE HYDRANT TO / CITY SHOPS RIM TO 3711 N / 15' .WATER SO" / o MO APPROVED APPROVED a x�x ME BYD TE1Lw BY NM/ 6 �ATE ILad o Cws w, C w,�± L /tlG�O��L�� /y�L7 z ; IR ,2 24 00 61 20LYMPICDi71VENWSU11EB2�4 •G16HAaeoR.wAVesss WATER &SEWER PLAN (N) C4.1 7R=86686T/•FAX(2 ffi&8679 .w . am &A r pE -s C1 /i . w _. �....,P, rm / / S'- 2A-u r-o / Jinn « n.e �i. 1 C(^.ONNFf1 Df:T 1 iDBD 11 ROLL # 167 NOTES: \ 1. ALL WATERLINE AND SANITARY SEWER WORK SHALL BE IN ACCORDANCE WITH CITY OF RENTON STANDARDS. . y 2. HYDRANTS MUST BE IN OPERATION PRIOR TO ANY COMBUSTIBLE CONSTRUCTION. 3_ VERTICAL BENDS SHALL BE INSTALLED WHERE NEEDED TO MAKE CHANGES IN GRADE. 4. CONTRACTOR SHALL NOTIFY PUBLIC WOKS AND FIRE CHIEF 5 WORKING DAYS IN ADVANCE OF A WATER MAIN SHUT DOWN. 5. WATER MAINS SHALL HAVE A MINIMUM OF 3.0' OF COVER AND DEFLECTION OF MAIN SHALL NOT EXCEED MANUFACTURERS SPECIFICATIONS. 6. INSTALL SHACKLE RODS AND TIE BOLTS AS NEEDED PER DETAIL ON C4.5 l� all r \ \_' OG \\ STA 6 +78.2(8816.5.10677.9) CONNECT TO EX. 8" WATER 1 -8 / ,1 1 4 BEND(AIJxfL) \ / 3 , ,o x8"REDUCER(FLxMJ) U 1 / .a 33�p / REMOVE EX. FIRE HYDRANT D / r \\ / 1� �\ A"',, AND, REMOVE WATER LINE SALVAGE HYDRANT TO / CITY SHOPS RIM TO 3711 N / 15' .WATER SO" / o MO APPROVED APPROVED a x�x ME BYD TE1Lw BY NM/ 6 �ATE ILad o Cws w, C w,�± L /tlG�O��L�� /y�L7 z ; IR ,2 24 00 61 20LYMPICDi71VENWSU11EB2�4 •G16HAaeoR.wAVesss WATER &SEWER PLAN (N) C4.1 7R=86686T/•FAX(2 ffi&8679 .w . am &A r pE -s C1 /i . w _. �....,P, rm / / S'- 2A-u r-o / Jinn « n.e �i. 1 C(^.ONNFf1 Df:T 1 iDBD 11 ROLL # 167 \ 7. INSTALL HYDRANT MARKERS PER DETAIL ON 14.4 8: PROVIDE VALVE MARKER POSTS FOR VALVES LOCATED OUTSIDE OF PAVED . y AREAS PER DETAIL ON C4.5 9. PROVIDE VERTICAL AND HORIZONTAL SEPARATIONS BETWEEN WATER AND SANTARY SEWER REQUIRED BY STATE DOE 10_ '',SEE SHEET C4.6 FOR WATERLINE PROFILES. 11.'FILL AND COMPACT ROADWAY AND LANDSCAPE AREA PRISM TO 'FINISH GRADE PRIOR TO IXCAVATION FOR INSTALLATION OF WATERLIAN: Q12. INDIVIDUAL PRESSURE REDUCING VALVES ARE LOCATED IN THE BUILDING - SEE MECHANICAL PLANS. l� all r \ \_' OG \\ STA 6 +78.2(8816.5.10677.9) CONNECT TO EX. 8" WATER 1 -8 / ,1 1 4 BEND(AIJxfL) \ / 3 , ,o x8"REDUCER(FLxMJ) U 1 / .a 33�p / REMOVE EX. FIRE HYDRANT D / r \\ / 1� �\ A"',, AND, REMOVE WATER LINE SALVAGE HYDRANT TO / CITY SHOPS RIM TO 3711 N / 15' .WATER SO" / o MO APPROVED APPROVED a x�x ME BYD TE1Lw BY NM/ 6 �ATE ILad o Cws w, C w,�± L /tlG�O��L�� /y�L7 z ; IR ,2 24 00 61 20LYMPICDi71VENWSU11EB2�4 •G16HAaeoR.wAVesss WATER &SEWER PLAN (N) C4.1 7R=86686T/•FAX(2 ffi&8679 .w . am &A r pE -s C1 /i . w _. �....,P, rm / / S'- 2A-u r-o / Jinn « n.e �i. 1 C(^.ONNFf1 Df:T 1 iDBD 11 ROLL # 167