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} <br /> 1191110TH DR SE STA: 12+75.36, OFF: 46.29'LT w I m <br /> 0 EVERETT,WA.98208 CONNECT TO EX 6" WTR, SEE (n 11aTH PL sE <br /> CURRENTLY SERVED FROM 11901 10TH DR SE I ■ <br /> SIDE SEWER OFF 118TH EVERETT,WA.98208 CONNECTION DETAIL B, THIS SHT I I 5 <br /> I I A 6.1zUT v. I --1 J I ■ �P w <br /> III tl.I e,�IE- 312 I I STA: 12+80.52, OFF: 34.63'LT \� I I ■ ``' 3 119TH PC SE <br /> I I FIRE HYDRANT ASSEMBLY PER ■ <br /> a III I I SLWSD STD DTL V1-W2 I-� I.I I ■ <br /> I J 10TH DR SE 1-12" GV, FLxRJ O) I ■ o WA.13 <br /> d I CONSTRUCTION i I S o I <br /> = m / \ 1 12" ADAPTER, W TB + I / ■ <br /> Lx 9 <br /> / 4 " o J/ Q ■ n z <br /> e1 =----- -- -sp ---- sr -- --- --- ---r=-- r--- / s> +►--- ---------------- Q <br /> m e , H - <br /> s IIV m� ❑ / SOH / / IJ o — ■ w <br /> orlP <br /> f -- P O <br /> .iii - - - ■ <br /> I OF ERE SNOHOMISH COUNTY ROW J o o I / — ■ O <br /> _� >� /- \ 3 ■ N o <br /> O 3 <br /> - - <br /> 1 `� 9s IE' 24, P/ �e it+oo 10TH DR SE v _ 12+0c — s�°' _ � +oo — — a■ Q Q <br /> o <br /> TOPi N T off 284 LF 12" DI /. / 8.5' v� ' 185 LF 12" DI j U) I- z <br /> II 4 3 12"W - 12"W 12"W 12"W / - 12'W' LLI <br /> NP cV 6'.w / 3 o a � �-�2' ■ Z_ 2 <br /> �V / __ o <br /> b b9/14 \ __ ) / — = � ■ JCl) 3 126TH ST SE o <br /> a _------'� —� -- �— <br /> v ^ ' <br /> \� o S 6 9 ' �ci>./�>�� -- J U w o O 3 <br /> 9� > Ljj <br /> rR - <br /> 2 ■ Q a <br /> - <br /> V <br /> \ 7 Wr Y ■ <br /> aY III ABANDON EX WATER 1 \ \ 4p3 \ y. I ■ a = W N o <br /> 0 o ote incorrect connection FOUND PN NAIL IN 20 u <br /> o.. LINE IN PLACE, FILL ® cONc MONUMENT Q 3? ( ■ 3- <br /> shown,existing 6"Cl W/ LOW DENSITY CONC w CASE,1.5 eELow \ \\\°\ \ \ \ �(i 1 OTH DR SE STA:12+89.90= ■ 0 1zsTH sr SE ^ o d <br /> 8 I RIM 1 \\\\ �(\ I \ ANDREW SLATER RD STA: <br /> 0 o ater main connects to /za/zz) s d z s <br /> STA: 10+1 O E OFF: R, SET <br /> istrict 8"main,not COE G o I V A V 101+64.01 ■ s 3 /� a w <br /> I CONNECT TO EX 8° WTR, SEE � \ r <br /> _ STA: 12+81.81, OFF: 8.50'RT \V A k A A I ■ z <br /> o I I CONNECTION DETAIL A, THIS SHT 1-12" CROSS, FL \ \\\\ " N o \�\ \\ 1 ■ mF WA.11 WA.12 �o a <br /> 4-12" GV, FLxRJ \�\\\\�\\ '9 ANDREW SLATER RD CL ■ NORTH = w z Y <br /> I 1 11902 10TH DR SE,UNIT B 11902 10TH DR SE,UNIT A I W/TB \ �� \ \\\\\\ \ - ■ 3 w w o 3 <br /> a" EVERETT,WA.98208 EVERETT,WA.98208 \ \ \\\\\\ \\j ■ a a 3 <br /> I STA: 12+77.94, OFF: 30.36'RT \ \ ■ Y <br /> CURRENTLY SERVED FROM I 11910 10TH DR SE CONNECT TO EX 6" WTR, SEE \\*\\\ \ 'p \ ■ a m <br /> N, CURRENTLY SERVED FROM CONNECTION DETAIL C, THIS SHT \\\y\ O + KEY MAP <br /> SIDE SEWER OFF 118TH SIDE SEWER OFF 118TH EVERETT,WA.98208 \ PPP \ \ ■ o <br /> V A \ NOT TO SCALE N <br /> N REMOVE TEMP BLOCKING, CAP - <br /> TEMP 12" CAP W/ & BLOW-OFF AND CONNECT �f' <br /> CONC BLOCKING TO EX 8" W W/ 3 ABAND EX 6" W N y' <br /> �a 1-12" TEE, FL 3 <br /> " 1-12" GV, FLxRJ REMOVE TEMP BLOCKING, CAP <br /> 2" TEMP BLOW-OFF TEMP 6" CAP W/ 1-12" 45' BEND, FLxRJ W/TB <br /> io AFTER ALL PROPOSED WATER 1-12" SPOOL, LENGTH TO FIT & BLOW-OFF AND CONNECT _ <br /> CONC BLOCKING CUT& CAP '� f 1-12"x6" REDUCER, RJxFL <br /> MAIN CONNECTIONS ARE MADE 1-12" SLEEVE, RJ PER SLWSD STD TO EX 6" W W/ <br /> EX 6" W 1-6" SPOOL, LENGTH TO FIT <br /> v AND SERVICES SWAPPED, 2-12"x8" REDUCER, FL DTL W9, SHT DT.02 1-6" SPOOL, LENGTH TO FIT FOR REVIEW ONLY <br /> REMOVE EX TEE AND VALVE 12" DI W-rj-----S2-8" GV, FLxRJ REMOVE EX FH 1-6" SLEEVE, RJ s"w 6"w� <br /> s c 12" DI W CLUSTER AND REPAIR W/: 1-6" 45'BEND, RJ NOT FOR <br /> 2-8" SPOOL, LENGTH TO FIT <br /> 1-8" DI SPOOL, LENGTH TO FIT 2-8" SLEEVE, RJ 1-12" SPOOL, LENGTH TO FIT W/TB TEMP 12" CAP W/ CUT& CAP CONSTRUCTION <br /> -�E ..�� 2-8" DI SLEEVE, RJ W/TB 1-12"x6' REDUCER, RJ x x_ CONC BLOCKING EX 6" W <br /> 09 1-8" CAP TO SOUTH �z 2-6" SPOOL, LENGTH TO FIT REMOVE TEMP BLOCKING, CAP Kimsey»>Horn <br /> 1-6" 45 BEND, RJ 2" TEMP BLOW-OFF & BLOW-OFF AND CONNECT <br /> W/TB li PER SLWSD STD TO EX 6" W W/ Kimley m and Associates,Inc. <br /> 2" TEMP BLOW-OFF 3 ABAND EX 6" W DTL W9, SHT DT.02 1-6" SPOOL, LENGTH TO FIT <br /> PER SLWSD STD o o 1-6" SLEEVE, RJ Z <br /> a v DTL W9, SHT DT.02 1-6" 45' BEND, RJ o 3 0 <br /> r £ W/TB w <br /> 06 0 N <br /> TESTING CONNECTION FINAL CONNECTION TESTING CONNECTION FINAL CONNECTION m 1 'm 'm <br /> i TESTING CONNECTION FINAL CONNECTION o o m a <br /> CONNECTION DETAIL A CONNECTION DETAIL B CONNECTION DETAIL C s o <br /> o SCALE: NITS SCALE: NITS SCALE: NTS Y f N <br /> o <br /> g v Z Z WATER NOTES t— <br /> z o U <br /> o Ov O1 CLASS 52 DI WATER MAIN, RJ LLI <br /> rn d <br /> °E 484 ^ m W w Z 484 02 1" W SHORT SIDE SERVICE PER SLWSD W13, SHT WA.15 Q <br /> w <br /> Cn <br /> i¢ 02 <br /> vi a000 m cWi 03 1" W LONG SIDE SERVICE PER SLWSD W13, SHT WA.15 Q > <br /> +- rn 5 Z LI <br /> °i 480 1nz a NN o v¢i 480 ® FIRE HYDRANT ASSEMBLY PER SLWSD Wi, SHT WA.14 Y <br /> w p <br /> Yr <br /> 3 O X Q7 FOLLOWING WATER MAIN CONNECTION AND SERVICE SWAPS, REMOVE J <br /> --- _____ Q'? N� N Z Z EXISTING TEE AND VALVE CLUSTER AND REPAIR WITH SPOOL AND w <br /> o a 476 - ---- --- __ _ N 3 EX GRA E ® ri N ¢ zo q7g SOLID SLEEVES. DISTRICT TO COORDINATE SHUT DOWN. LLB O <br /> r <br /> 10TH DR SE <br /> ri VALVE BOX AND BACKFILLING WITH CRUSHED ROCK.EXISTING VALVE TO BE ABANDONED BY OPENING VALVE, REMOVING <br /> R W N J z <br /> 472 - ~3 0-Z w 472 Q9 EXISTING HYDRANT TO BE ABANDONED BY REMOVING HYDRANT BACK <br /> 472 AQ <br /> N N =� a rn TO MAIN AND USING AS VENT FOR FILLING EXISTING MAIN WITH LDCC. <br /> ^ BACKFILL WITH CRUSHED ROCK. <br /> X w <br /> 0 ® REPLACE DISTURBED MONUMENTS PER SNOHOMISH COUNTY STD DTL z J <br /> 468 2"D RJ W ----_. __ N 468 4-130, SHT RR.05 QlL <br /> --- __ tn3 <br /> ¢G O <br /> _ ` City of Everett Permit Review <br /> EVERETT Status:Reviewed for Permit w I— <br /> Z <br /> o v 464 _ Z a____-_-_ 464 12/23/2023 10:10:50 AM w <br /> 3 V v SHEET NOTES: w 2i Z <br /> a 1. ALL WATER MAINS SHALL BE RESTRAINED JOINT. ALL w Q <br /> 460 460 FITTINGS SHALL BE RESTRAINED JOINT WITH CONCRETE > Z <br /> BLOCKING. Z O Q <br /> Q Q' J <br /> Y 2. LENGTH OF WATERLINE SHOWN ARE BETWEEN FITTINGS. _ a <br /> S 10 <br /> 456 456 3. CLEARANCE AND EXTRA PROTECTION OF PROPOSED O w <br /> WATERLINES AND EXISTING SEWER LINES SHALL BE z - w <br /> MEET SLWSD STANDARDS UNLESS OTHERWISE SHOWN. Q <br /> TL 4. CONTRACTOR SHALL LOCATE ALL CROSSING UTILITIES a j <br /> x°v 452 452 AND CONNECTION POINTS PRIOR TO EXCAVATION AND 5 <br /> NOTIFY ENGINEER OF ANY DISCREPANCIES. w <br /> 450 450 <br /> 5. ALL PIPE LENGTHS ARE MEASURED FROM CENTER OF 2.5 GRAPHIC SCALE IN FEET <br /> mE 10H-00 11H-00 12H-�0 13H-�0 14H-00 PIPE, UNLESS OTHERWISE NOTED. ALL STATIONS AND 0 10 20 40 WA.01 <br /> OFFSETS ARE IN REFERENCE TO 10TH DR SE <br /> CONSTRUCTION CENTERLINE UNLESS OTHERWISE NOTED. 0 20 OF 45 <br /> a <br /> HORIZONTAL <br />