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<br /> 0 EVERETT,WA.98208 CONNECT TO EX 6" WTR, SEE (n 11aTH PL sE
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<br /> SIDE SEWER OFF 118TH EVERETT,WA.98208 CONNECTION DETAIL B, THIS SHT I I 5
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<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
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<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
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<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
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<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
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<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
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<br /> CONNECTION DETAIL A CONNECTION DETAIL B CONNECTION DETAIL C s o
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<br /> 10TH DR SE
<br /> ri VALVE BOX AND BACKFILLING WITH CRUSHED ROCK.EXISTING VALVE TO BE ABANDONED BY OPENING VALVE, REMOVING
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<br /> 472 - ~3 0-Z w 472 Q9 EXISTING HYDRANT TO BE ABANDONED BY REMOVING HYDRANT BACK
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<br /> N N =� a rn TO MAIN AND USING AS VENT FOR FILLING EXISTING MAIN WITH LDCC.
<br /> ^ BACKFILL WITH CRUSHED ROCK.
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<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
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<br /> _ ` City of Everett Permit Review
<br /> EVERETT Status:Reviewed for Permit w I—
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<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
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<br /> Y 2. LENGTH OF WATERLINE SHOWN ARE BETWEEN FITTINGS. _ a
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<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
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<br /> HORIZONTAL
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