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HomeMy WebLinkAboutWTR2703142.6E 0 0 En STA. 24+29, RT. 50 DEAD —MAN BLOCK STA. 24+12, RT. 40' 0 8 x4" TEE (MJxMJ) 0 1 8 PLUG (MJ) +1 SEE CONNECTION DETAIL 7 I CONCRETE BLOCKS Lo CUT IN EX. 4" WATER B STA. 24+18, RT. 40' RIM 162.41 4" 90* BEND (MJxMJ) ►IE 161.0 (12 "C E) • CONCRETE BLOCK IE 161.0 (12"C W) $1 -t- SPOOL PIECE 517 S 17TH ST. #1716 4" ROMAC ADAPER SSMH 1 163.21 MORRIS AVE S 50 17TH ST. I 1 155.8 (8" N & S) #1722 MORRIS AVE S x LLJ z B REGRADE DITCH TO EXISTING 0 IM 162.69 t FLOW LINE CONDITION AS AL AAIP I IIE 161.4 (12"C NE) \P REOUIRED (TYPICAL) IE 161.4 (12"C S) E1__1 0-i CL. 52 (POLYWRAPPED) +00 4 CI w 14 + 0 0 E 8 -Apt- 0 0 # 1705' LJLJ MORRIS AV 11 1 mr z STA. 24+12, RT. 27' 8 x6" TEE (MJxFL) 6 GV ((FLxMJ) CONCRETE BLOCK STA. 24+29, RT. 27 STA. 24+ 12, RT. 10' 8 TES (MJxFL) 8 GV\\ (FLxMJ) CONCRETE BLOCK #1713 MORRIS AVE S CUT IN EX. 6" WATER STA. 21 +29, RT. 31' 6" 90* BEND (MJxMJ) CONCRETE BLOCK 6 SPOOL PIECE 6 ROMAC ADAPTER (DI —CI) SEE CONNECTION DETAIL co STA. 21+40, RT. 13.5' 8 )l x6 1) TEE (MJxFL) STA. 21 +29, RT. 41' DEA—MAN BLOCK 6" GV (FLxMJ) STA. 21 +23) RT. 31' CONCRETE BLOCK 8 x6 13, TEE (MJxMJ) STA. 21+40, RT. 23 8 PLUG (MJ) FIRE HYDRANT ASSEMBLY CONCRETE BLOCKS 17 504 S 18TH ST. 505 S 18TH ST. CBEM 7 6 4 (1 2"C N) RIM 178.18 IE 117 .1 (10"PVC S) IE 177.3 (6 N) x H1 il—Mv Irl A R— STA. 21 +23, T. 13.5 co ► 8 21 x 8 P.9 TEE MJxFL) (3)8 G/V' (FLxMJ) CONC ETE BLOCK 23+00 ---4 — — ------- 4 I 22 ASPHALT 8' _j 21 +00 w 2000 8 "c 8 "c V x STA: 21+1 .9 Ar REMOVE & REPLACE EX. SERVICE W/ NEW 3/4 COPPER SERVICE WITH NEW SETTER & METER S RIM 177.67 STA. 21 +151 RT-. 13.5 BOX & CONNECT TO EXISTING IE 168.85 8" 22 1/20 BEND (MJxMJ PRIVATE PIPING (TYPICAL) (8"C N, E & S) CONCRETE BLOCK #1719 MORRIS AVE S 1721 MORRIS AVE S. #1811 (GARAGE) #1807 MORRIS AVE S 1721 MORRIS AVE MORRIS AVE S MORRIS AVENUE SOUTH ILO FIRE HYDRANT ASSEMBLY VJ mm3f 206 ................... .................... ---------- ......... ........ ...... ......... * ............... ............. .................................................................. ............................... ..................... ................. ....................... 0 .... ......... GAS 180 180 HORIZ. 1:20 ................ ....... ............... ............ ................. ......... ........................... ................. ................ ................. ............... ......... .............................. ....................... VERT.*, 1:5 0 @ GAS GRADE 175 175 .......... ........................... ...... ....... ............... * ................... ........ * ................ ...... .............. ... ... ....... I .................... ...... ......... ........ ....... .......... GASG,111�� 170 ,1100i 170 ............. ...... ..................... ....... ................ ..................... ............ ........... ....... ....... ........... . ..... 3 FT. -'MIN.- COVER ---- '180 ............... .... 180 ............ ............. ................ ........ STA. 24+12, RT. 27 op- -(TYPICAL) FH TEE *8" TEE FH TEE 165 180 0 165 .................. ................................ ...... ................. .... .................. G ........ ............... ............... ............. ................ .............. ....... -8$1- V ....... . 8 SS 160 wrie -a ;P- mo & GAS \ S-) 160 .......... ...... I ...... ....... I ............... I ..................... .......... I ............ ........... ............. ......... I ...... I ............................. ....... ................................... NO. MOM mi REVISION some 1 09=200 am sm a ML w wr am am xm Acccacow == Irzm DATUM J1116 CITY OF "IN REN TON Planning/Building/Public Works Dept. WATER MAIN REPLACEMENT TALBOT HILL PHASE 1 (AS -BUILT) 1/15/04 � m W-314 On Oft 6 14 7 0 *Omni, 77 &cpmwo OCT 68.2eiNf A e ; w - me 2 ez WI-13f1