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HomeMy WebLinkAboutWTR2703142.2N co N NJ STA. 14+52, LT. 60' 8" 90* BEND (MJxMJ) CONCRETE BLOCK 8 SPOOL PIECE 8 LONG BODY SLEEVE STA. 14+53, LT. 70 DEAD -MAN BLOCK S H STA. 9+28, LT. 6' TTUck 1 1 8 1) x6" TEE (MJxFL) VE. CUT IN EX. 8 DI - S 6" GV (FLxMJ) So ___-STA. 14+43, LT. 60" CONCRETE BLOCK 8 )1 x8 931 90* BEND (MJxMJ) 99"281, t. CB ----,CONCRETE BLOCK 1 I E 133.0 1723 SHATTUCK RIM 135.04 1) STA. 9+28, LT.13 8 SPOOL PIECE 7- STA. 14+43, LT. 44' - 8 x8"TEE (MJxFL) 8 GV (FLxMJ) 8 GV (MJxMJ) CONCRETE BLOCK C B -- IM 145.0 1 145.0 (1 2"C N) IE 143.3 (12"C S) IE 44.8 (12"C S(W) FIRE HYD. ASSY. (1 2"C N & S) SEE CONNECTION DETAIL ( 3 CB/ 45LP 11 R 1 145.78 REMOVE EXIST. FIRE MAINTAIN EX. DITCH IE 145.6(12C N), HYDRANT (TYPICAL) PER DETAIL (TYPICAL) IE 145.5(12"C S),� #1814 DAVIS SSMH 1728 DAVIS C13 SSMH RIM 147.08 RIM 134.2 RIM 135.87 IE 139.2 CB IE 134.5 (6"C NW) IE 130.3 N'l (i 0"c W) IE 134.2 (12"C N) RIM 134.62 (8)2C N & S) (8 " C N, S & E) N IF 1 ? NI v I ME IL 134.2 I Z W 4"Cl W -4 Q IE 132.8 (6"PVC CB IE 132.3 RIM 143.52 I E 1140.9- 7 '8"C SW) 'A\ 8" DIP, CL. 52"(POLYWRAPP01-1-1 - 8 SS S12*19 1 "E 20" GAS Q GAS X xx E Al 7 7 7,-\- FfZ7 v < STA. 12+42, LT. 23 0 TEE (MJxFL) #1819 DAVIS U) REMOVE & REPLACE EX. WATER SERVICE 0 GV (FLxMJ) W/ NEW 3/4 COPPER SERVICE CONCRETE BLOCK lz4c k WITH NEW SETTER & NEW METER Ld STA. 12+42, LT. 28 STA. 13+30, RT. 35' BOX & CONNECT TO EXTING PRIVATE o FIRE HYDRANT ASSEMBLY \ 8 x (0 G (TYPICAL) 4" TEE (MJxMJ) ;k C13 8 PLUG (MJ) RIM 134.17 CONCRETE BLOCKS IE 133.4 (6"PVC E) j CB#1813 DAVIS SSMH C) #1725 DAVIS RIM 135.12 CUT IN EX. 4" WATER RIM 140.78 17-- IE 134.3 (6"C E) #1801 DAVIS #1805 DAVIS STA. 13+38, RT. 42' IE 127.3 < (8 "C N) 75; 4" 900 BEND (MJxMJ) IE 127.3 CONCRETE BLOCK (I 0"C W & E) �� NE 3 STA. 14+52, LT. I 5 25 8 x8" TEE (MJxFL) 8 GV (FLxMJ) CONCRETE BLOCK CUT IN EX. 8 CI STA. 14+53, RT. 11 $� 8 ROMAC ADAPTER C) (DI -CI) SEE CONNECTION DETAIL (4 RIM 148-06 IE 145.6 (1 2"C N) IE 145.9 (6"C S) STA. 14+43, LT. 14 8 x8" 900 BEND (MJxMJ) CONCRETE BLOCK SDMH RIM 145.91 IE 136.7 (12"C W) IE 136.8 (12"C E) STA. 13+38, LT. 20 CO 8 x8" TEE (FLxFQ (3) 8 GV (FLxMJ) CONCRETE BLOCK 8 SPOOL PIECE 8 LONG BODY SLEEVE CB RIM 143.58 tY IE 141.7 (8"C NW) 8 45* VERT. BEND (MJxMJ) CONCRETE BLOCK SDM 0) RIM 140.42 130.6 (12"C NE) IE 137.2 (6"C E) IE 137.0 (6"C E) IE 130.5 (12"C E) IE 130.0 (12"C W) 4. :;� - P �l I;G6 Pli-!GE- IN DAVIS AVENUE SOUTH Q@HAG ��31��0� (DI -CI) SEE CONNECTION DETAIL 2� ' 1 1 0 ............... ...... 9+25 ................10+00 .............. ...........11+00 ........................... ............. 1.2.+.00 .......................................... 1. 3.+.00. ..... ... 1.55.... ... 14+0-0....... . ............155 ............... 3 FT. MIN. COVER S2TA. 13+101 LT.. 1 (TYPICAL) VERT. CROSS DEFLECT 8" WATER UNDER STA. 12+42,* LT. 23 13 + 2 0 LT. 21 150 1-50 140 STA. 10+15, LT. 5 STA. 10+34, LT. 24 ... ......... ....... . .................. ........... .... ........ 140 ........ ...... .......... .. ... .... -EX-. - -6 WATER- ............ 'DEADMAN BLOCK 8 450. BEND 8 450 BEND FH TEE GRADE @ C.L. 35 . SD ............ ....... .. ...... ... ....... ................... .........1.. ........ ................0, .... ---- --- ....... .. STA. 13+38 LT. 20 " 462 LF 8 DIP*, CL. 52 (POLYWRAPPED) 8TEE 130... ....... ......... ........ ­1 ...... ......... ...... .......... ................................. ........................... ...... .............. PnF?17 1.20 145 0 .......... ... . .................. vil. 8 as W 6 W 140 0 .................. 140 ...... ................. .................. TIE-IN rnNNFrTinw 3 T VERT. -7 1:5 STA. 1 R. 2 +38p 8 TIE-IN. CONNECTION -------- ----- .......... .................................................. ................. I ...... 11. ...... -------- AS-BUILT INFORMATION BY FIELD NOTES, ___EA' NO. I REVISION 1"=20' I cm M ff pu wow= ON Accammow "no Mon LIND lzm DATUM & CITY OF ML RENTON Planning/Building/Public Works Dept. WATER MAIN REPLACEMENT TALBOT HILL PHASE 1 (AS -BUILT) SCANNED OCT 0 8.2"1, /1 ( , 1A.1 - ?/ (e P 0 (,e 1/15/04 PAM W-314 OHM OR 4 14 420 1 \-- > >