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HomeMy WebLinkAboutC-211_Water Line B Plan V1APPROVED )r M06/22 SEE SHEET C-205 — — SEE BELOW MATCHLINE STA. 4+00 � \ O — —— 4�� W17 STA: 0+24.26, 0.00' L m //7 --- / - / o / AEG P/E -STA: 1 +39.23, 0.00' W5 — P/E — - - P/E - - P/E P/E Ll / —— —— h 1 +00 EG_AL EG EG EG 8 LF 8' 2+00 -- 21 LF 8"-- 3±Q0——--—-- — — 03 03 93 -- - W 6 — 1/d 3/d — `J3 3/d \ C-301 STA: 0+59.04, 0.00' W2 I J �a STA: 1 +39.23, 44.50' R LO W 16 WATER NOTES wl 2" BLOW —OFF ASSEMBLY PER COM SD—W13 w2 REMOVE EXISTING BLOW —OFF ASSEMBLY AND CONNECT TO EXISTING 8" WATER MAIN STUB. DIG AND VERIFY DEPTH AND LOCATION. w3 8"x6" TEE W/ (1) 6" GATE VALVE AND THRUST BLOCK PER ISPWC SD-403 FOR FUTURE PUBLIC HYDRANT. w4 8"x4" TEE W/ (1) 4" GATE VALVE AND THRUST BLOCK PER ISPWC SD-403 W5 8"x8" TEE W/ (2) 8" GATE VALVES AND THRUST BLOCK PER ISPWC SD-403 ws 8" 45• BEND WITH THRUST BLOCK PER ISPWC SD-403 W7 8" 90• BEND WITH THRUST BLOCK PER ISPWC SD-403 ws 4" 45` BEND WITH THRUST BLOCK PER ISPWC SD-403 w9 45 LF 8" C900 WATER LINE l0 75 LF 6" DI FIRE LINE w11 30 LF 4" C900 DOMESTIC WATER LINE PER COM STD DWG W5. ©i 80 LF 4" C900 DOMESTIC WATER LINE PER COM STD DWG W5. 60 LF 8" DI FIRE LINE 14 50 LF 8" DI FIRE LINE 15 8"x8" TEE W/ (1) 8" JURISDICTIONAL GATE VALVE AND THRUST BLOCK PER ISPWC SD-403 1s POTABLE, NON —POTABLE CROSSING. SEE SHEET C-002 WATER NOTES 2 AND 3. 8"x3" TEE W/ (1) 4" GATE VALVE, (2) 8" GATE VALVES, AND THRUST BLOCK PER ISPWC SD-403 l/ d 2580 2575 2570 2565 0+00 — vJ 1/d SUBGRADE ® PIPE q 03 W7 STA: 3+60.45, 0.00' EXISTING GRADE ® PIPE q --------------- - - - - - - - - -- - - - - - - - - - - - - - - - - - - -- - - - - - - � z F 8" PVC 35 LF $> PV! an I r a" D% oor t I r a' ov / / / / W1 STA: 3+08.91, 215.13' L / / / / / / W12 0+50 1 +00 wi STA: 3+28.06, 220.99' L 00 --- W8 STA: 4+94.04, 30.00' Fo 1 +50 STA: 4+99.04, 50.00' L F� o W14 I L\ 01 w 2+00 2+50 C) SEE SHEET C-209 w / W11 0 ------- — / Ti W15TIo 00 STA: 4+94.04, 0.00'mt —— STA:E4+99.04, 0.00' ��to STA: 4+89.01, 0.00' 3 3 P/E EG — P/E — EG w n N W 191 LF 8" 6+00 I m W 10 / / 035+00 03 W5 03 — 1/d — 1/d — 1/STA: 6+80.00, 0.ni � 6+80 EG EG N `D / W3 STA: 4+67.01, 0.00' SEE SHEET C-209 / — M W 1 03 / STA: 4+67.01, 75.00L / / / / m 0 i 00 L � m — — — — — — — — — -- 4. � I— SEEABOVE MATCHLINE STA. 4+00 2580 2575 2570 2565 4+00 3+00 SUBGRADE ® PIPE EXISTING GRADE ® PIPE Z 5 LF 8" PVC 5 LF 8" PVC 181 LF 8" PVC 22 LF 8" PVC 4+50 5+00 5+50 6+00 HORZ 0 20 40 VERT 0 5 10 SCALE IN FEET 1ti C Z W > O O � Q:� O a- =) 2580 Q Rl � U) 00 Z O 2575 40 LF 8" PVC 2570 2565 3+50 4+00 2580 2575 2570 2565 6+50 6+80 CJUB J-U-B ENGINEERS, INC. Z J N 0 Ch O OO Lu Lu i O .6 o U -t p vli. Z W N 7 Z3 3 ca > U) c 3 W > O m O N 7/14/2022 u ❑ F a _zZ. �Lul ¢ ❑ S W W U m ¢ �0oao a=Um~ Z. ¢ o H U C, H J m �¢�ma o uj CD (if w 0) zo}� �Na- m oZ o¢No u oz=�°>' w z o o W ��Z� N 2 10 W, w a wOH�� J H 7 OC U 2❑�8 W.F. U) ZE ❑ >fr°� w� frw- u, m Q W o u)n =frZ='m �a�wae =zfr 0 mWll _ffOm¢m g Lu m ZD Lu _J U LL Z:)O VJ Lu p Q Q H Z Z Lu a_ (J) > m \i ♦� W _z J J co oC W Lu Q FILE : 10-20-143_C-209 JUB PROJ. # : 10-20-143 DRAWN BY: JGC DESIGN BY: DSM CHECKED BY: DSM ONE C AT FULL SIZE, IF NOT ONE INCH SCALE ACCORDINGLY LAST UPDATED: 6/23/2022 SHEET NUMBER: C-211