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Home My WebLink AboutS-313102w 6 C o ° O w J E-- � z W w �aQ ~" Z TWO wz 00 a z � xw W L~ w C) C) 240 H z a� ~P IL ® 9i € p . 230 a� z 220 Ilm X XI 210 190 180 a I INM Y.1k H. SECTION 3, TOWNSHIP 21 N., RANGE 4 E. W. M. I .. NNNUMMOR s MASON I C� i RELOCATE 2 U.P'S (CONTACT POWER CO.) i 3 +00 FOR PROVIDED PIPE COVER) d 4 "EtA - 4 - � - -- gy_– ��-- -- 0PAPILI K SCALE 20 0 i0 2n a0 ( IN FEET ) I inch = 20 It -� SET 02 -- -+T - -- i — i 8' MIN. GROUT 2-30-- ----------- SEAL (EACH END) - - STA. 111+34.96, 20.80 RT. 1 - 8 TEE (MJxFL) I - 8 G.V. (FLxMJ)' 1 - 8 VERT. CROSS (MJxFL) 2 - 8 BLIND FLANGES { - - -- PttfO - - -- - - -VINE W PLUG (MJ) -- - --� 2 - B DICKS I ' \ / REMOVE 202.0±_1 LF EX. _ __.. I_ 8 D.I. W. AND INSTALL I RECONNECT SERVICE - — 10" HOPE SANITARY SEWER CARRIER PIPE O �C 9 � � CA e RET ' W,4L -�O •ly y 9� � r?�,, - '�F STA. 6+62.55 1. LT. N - - - - -- - - -- - - -- y S 218* O - J — O N 1 - 8' TEE (MJxFL) 1 - 8" G.V. (FLxMj) EXISTING WATER LINE I SSMH NO. 4, 48" RIM = 225.36 CO C7 y r PIPE MUST BE MADE OF MATERIAL CONFORMING TO TABLE 1 - Ir VERT. CROSS (MJxFL) — C1 -14 OF THE CRITERIA FOR SEWAGE WORKS DESIGN (ORANGE BOOK). _ 2 - 6' BLIND FLAN. GES 7.50" LEFT \ CA OF DRIVE ISLE: BASIS 0 t 2 ,� F. -W D.I. WA R Z C A TION: NATURAL GAS LI ES IN THIS AREA ONE W/2 TAP AND 2' PLUG i 8' PLUG (MJ) — - - -- 3. - -eOA EPO�Y, NG FOR THE STEEL CASING SHALL BE A BONDED POLYURETHANE, OR EQUIVALENT. L_ PATH POL AND BE OF SHALLOW' DE TH. CONTRACTOR - 133RD STREET HORIZONTAL A NMENT BON D F LECTRICAL TO COORDINATE MATH GAS COMPANY TO 2 - BLOCKS TO COLMNATE U CA R/W: BASIS CON NUTTY Z OTH CIE GAS LINES TO ATISFACTION OF CITY OF RENTON AIVD KING COUNTY VERTICAL .- AND 'STATIONING T PLm C'FOR HORIZONTAL (U-,'-!'q SEPARATIONS) AREA WITH INSPECTf . AV EXC TION FOR THE NEW 1 SCALE: 1" = 20' AND VERTICAL (MINIMUM BURY). RELOCATE W.M.: AND WATER LNE WILL HAVE TO TAKE PLACE i 3 +00 FOR PROVIDED PIPE COVER) d 4 "EtA - 4 - � - -- gy_– ��-- -- 0PAPILI K SCALE 20 0 i0 2n a0 ( IN FEET ) I inch = 20 It -� SET 02 -- -+T - -- i — i 8' MIN. GROUT 2-30-- ----------- SEAL (EACH END) - - STA. 111+34.96, 20.80 RT. 1 - 8 TEE (MJxFL) I - 8 G.V. (FLxMJ)' 1 - 8 VERT. CROSS (MJxFL) 2 - 8 BLIND FLANGES { - - -- PttfO - - -- - - -VINE W PLUG (MJ) -- - --� 2 - B DICKS I ' \ / REMOVE 202.0±_1 LF EX. _ __.. I_ 8 D.I. W. AND INSTALL I RECONNECT SERVICE 10" HOPE SANITARY SEWER CARRIER PIPE 236.0* LF 8" D I. W. (WITH POLYWRAP AND BONDED FCR 12'x1/4'xS&2' STEEL CASING PIPE EL NUTTY, SE ' DETAILS) BEFORE REMOVAL OF NOTES: I STA. 5 +41.55, 12.50' LT ___ j _� - - - - -- - - -- - - -- -THE SEY�ER CROSSING MATERIALS SHALL CONSIST OF THE FOLLOWING: EXISTING WATER LINE I SSMH NO. 4, 48" RIM = 225.36 PIPE MUST BE MADE OF MATERIAL CONFORMING TO TABLE I.E. = 218.36 (CTR.) C1 -14 OF THE CRITERIA FOR SEWAGE WORKS DESIGN (ORANGE BOOK). STA., 6 +7.55, ZERO OFF 7.50" LEFT - - -- - - OFFSET ! 2. THE 'STEEL Ja4TS CASINGS FOR THE SEWAGE PIPE SHALL CONSIST OF WELDED WHERE THE CASING IS REQUIRED. EL- - 21 -per - -- — - - -- 3. - -eOA EPO�Y, NG FOR THE STEEL CASING SHALL BE A BONDED POLYURETHANE, OR EQUIVALENT. EL. = 23 BEGIN S 133RD STREET STATIONING OTHER dONDMONS: iI NOTE COWRACTOR TO COLMNATE U LITY° CONSTRUCTION 1 IN THIS AREA WITH INSPECTf . AV EXC TION FOR THE NEW 1 WATER LNE WILL HAVE TO TAKE PLACE WOR TO FINISHING (n AND COMPACTING ROADWAY PRISM TO FINISH GRADE. EXTRA CAUTIM WILL BE NEEDED TO PROTECT WATER LINE DURING i ADNJG OPERAl101J. - -- - N 06 0 EXISTING GRADE -- PROPOSED GRADE N ^ c� Z (i) _j = Z —J O O Of LIB / ; V/ J U o O O - = -- - -- - - �. W 0 z — > m ' m w W � d LLI a- E) c + i / N 3-o W to I II > - - - -. OVER . W -= II Ld Q w O �'S LL Li l 0- t1 U) z LLJ CL o 5- = LL Q J FL w LL w O d. LL. W 0- O LLJ OZ O ; U STA. Q it CT TO EX. WATER MAIN 0- 0 (SEE CTTGN DETAILS. O Z SHEE 9). INSTALL TEMPORARY CAP NG WATF t INN RFFORF___ - . REMO G PORTION OF OLD LINE. ' STA. 4 +17.44, 2.50' LT. SSMH NO. 3, RIM 209.83 T) —_ a— - - — I.E. 201.42 ( 0 w 26.3 LF 9' PVC PRO U SS 05.97% STA. 3+86.32, 12.25' LT. SCALE: 1" = 20" ssmm Z. Ou SHALLOW TYPE 'B' cb RIM - 204.34 n 'D' 0 0', `�. ui I.E. - 199.3-5 (IN) r N, o Ci ° I.E. - 199.35 (OUT) 5 +io0 12" MIN. (SEE -- 4+00 CASEMENT 6e.2 LF 1a " WELDED STEEL CASING DTL., "OTHER WITH BONWO P— fiRETHANE OR CONDITIONS', EPDXY COA NG AND WITH CATHODIC NUTS 2, THIS NOTE: PROTECTION PER S.P.U. STANDARDS 200.1 LF 10" HDPE 3408 BETWEEN NEW SEWER MAI AND EXISTING 2" WATER o CONFORMING TO C906 O 16. 6% LINES IN THE CEDAR RIVEI PIPELINE R/W AND BRING '6 L (INSTALLATION TO BE PER THEM TO THE ATTENTION THE ENGINEER FOR RESOLUTION. _ MANUFACTURER'S SPECS. O i i 3 +00 FOR PROVIDED PIPE COVER) d 4 "EtA - 4 - � - -- gy_– ��-- -- 0PAPILI K SCALE 20 0 i0 2n a0 ( IN FEET ) I inch = 20 It -� SET 02 -- -+T - -- i — i 8' MIN. GROUT 2-30-- ----------- SEAL (EACH END) - - STA. 111+34.96, 20.80 RT. 1 - 8 TEE (MJxFL) I - 8 G.V. (FLxMJ)' 1 - 8 VERT. CROSS (MJxFL) 2 - 8 BLIND FLANGES { - - -- PttfO - - -- - - -VINE W PLUG (MJ) -- - --� 2 - B DICKS I ' \ / REMOVE 202.0±_1 LF EX. _ __.. I_ 8 D.I. W. AND INSTALL 10" HOPE SANITARY SEWER CARRIER PIPE 236.0* LF 8" D I. W. (WITH POLYWRAP AND BONDED FCR 12'x1/4'xS&2' STEEL CASING PIPE EL NUTTY, SE ' DETAILS) NOTES: I STA. 5 +41.55, 12.50' LT ___ j _� - - - - -- - - -- - - -- -THE SEY�ER CROSSING MATERIALS SHALL CONSIST OF THE FOLLOWING: 1 1. SEWIfR SSMH NO. 4, 48" RIM = 225.36 PIPE MUST BE MADE OF MATERIAL CONFORMING TO TABLE I.E. = 218.36 (CTR.) C1 -14 OF THE CRITERIA FOR SEWAGE WORKS DESIGN (ORANGE BOOK). LE. = 218:31 (OUT) STA. 6 +17.55, 7.50" LEFT - - -- - - OFFSET ! 2. THE 'STEEL Ja4TS CASINGS FOR THE SEWAGE PIPE SHALL CONSIST OF WELDED WHERE THE CASING IS REQUIRED. EL- - 21 -per - -- — - - -- 3. - -eOA EPO�Y, NG FOR THE STEEL CASING SHALL BE A BONDED POLYURETHANE, OR EQUIVALENT. p / BEGIN S 133RD STREET STATIONING OTHER dONDMONS: iI :ILE H ! i` t J J (STA. 1U,+00.00) 1. SEE I"SPECIAL CONDITIONS (FOR `Si'U UTILITY PERMIT CROSSING)" ON - - - - -- T 7. i 2. PRO DE MINIMUM 12' FROM TOP OF SPU'S SOUTHERLY PIPELINE TO BOTTOM j OF CASING PIPE. THIS DIMENSION! IS TO 9E VERIFIED DURING CONSTRUCTION - C{�REFUL EXCAVATION TO THE PIPE SURFACE WITH A REPRESENTATIVE By _ -280 FR SPU PRESENT. i 3. PRO4ADE 6" THICKNESS OF ETHAFOAM ON THE BOTTOM SIDE OF THE S�313102 SEWEN CASING PIPE IF THE VERTICAL SEPARATION IS LESS THAN 18 ". S�-dw 00 40, 4. CDF WITHIN TRENCH AREA TO BE INSTALLED IF REQUIRED BY THE CITY OF, S, ATTLE INSPECTOR. CASEMENT ACROSS CEDAR RIVER PIPELINE R/W j N.T.S. -- -- - - -- 1.98-- - - - - -_ _ - NOTE: SEE SHEET 8 FOR C P °I CATHODIC PROTECTION DETAILS rJ 1 M N: ih � ! ,r^j• Cq 3-o N -. -- 00 N DALEY- MORROW- POBLETE, INC. 726 AUBURN t,'- rN AUBURN, WASHIN N CHECKED FOR �1MNLIANC i c PHONE: 253 -333 2200. FAX 25 zoo REOOMMENDED TO CITY ST WARDS F09 APPROVAL I = -7 d Date.; - L -3-Y BY 1st I �o 13 Date - �E BY s E?4G NEEFM4G - SURVEYlNc S/ AL EN a D LAND PL.ANNMG An ue'�w� i uate '1i4w IAA BY , - -- nocrpc.ct.e EXPIRES 19 JAN 200- 6 ST N T V. t " ESS 9f 1) ! DAWD - _ SCANNED OCT 08 lb r