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NW 1/4, SEC 18, T28N, R5E
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<br /> BK CHOI, INC. RIM 70.24 /
<br /> c THUAN HING 2, LLC 8"PVCIE559.54(sw)
<br /> # � 8421 EVERGREEN WAY ¢
<br /> 0
<br /> 3 8620 HOLLY DR EVERETT, WA 98208 TBM'B'
<br /> EVERETT 98208 TPN:28051800201300 / EL:565.56 /
<br /> TPN:28041300104000 / / _ RI n65.1
<br /> (� RIM 665.12
<br /> I Q`r 12"CONC IE 582.40(NE) /
<br /> 12 CONC IE 562.40(SW) PROTECT EX COE
<br /> - 12"Coo CIE 562.40(N) TYPE 1 CATCH BASIN
<br /> GATE
<br /> �+ PROTECT EX COE 6"DI W
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<br /> I 6� ¢ c�5 EX 36"CCPW O
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<br /> CONNECT TO EX 24"CCPW
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<br /> 0,/ PER DTL 2,SHT D.02.
<br /> SEE NOTE 2,THIS SHT.
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<br /> r PROTECT EX ZIPLY FO DUCT BANK \^P �� /
<br /> c SO / // 11 2 LF
<br /> ° A EX COP
<br /> sum \\ � ¢ 6 � 564- — RCP SD / _— 7 I I I I
<br /> PROTECT EX COE CB AND 12"RCP STORM -e //1 JG
<br /> -✓ 0� e EX 30"CCPW
<br /> *II\
<br /> �5 j /d a 4LF \\ �— Q ggp
<br /> n PROTECT EX COE 6"DI W 64— TRENCH CAVATI LIMITS,TYP. .G / 3 —— — s g
<br /> / =
<br /> PROTECT EX AW WD ARV VAULT /GV 977 2/ / g
<br /> r Qk, EX ZIPLY FO DUCT BANK /
<br /> ° / S' 56q 5LFa
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<br /> " 3 ✓� 'X,1 3 "HIGH PRESSURE' / Y/ \ y
<br /> (GAS UTILITY)
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<br /> ' 5 s6 d
<br /> vo l O�0 ° O QJO -aC? OQ` / CONNECT TO EX 30"DI. O is
<br /> 9 / SEE NOTE 2 THIS SHT. a
<br /> 0 5 / ) y ° '.ti Maximum of 20 If of City of Everett water EX COE s^DI WATER a
<br /> °a `o / -ss2. _ main may be exposed.If additional
<br /> °" Q 3 �eO excavation is required,contact Jim
<br /> s
<br /> ( ° S CUT o e \XO SIGNAL" Spooner 425-257-8827. EX 30"DI W i Q
<br /> c 1 TYP. tiG / (WATER UTILITY) / 3
<br /> co -/� e<o J-T' 1SSMH PROTECT EX PSE 1"G
<br /> ` G., YG
<br /> E m TRANSMISSION MAIN 1 Q .id Q g I/- O� RIM 63.466
<br /> - o �/ �G JG / G / a•Pvc IE fias.os(NE) PROTECT EX COE 8"PVC SS
<br /> `%
<br /> 8"PVC IE 546.06(SW)
<br /> 2 PROTECT EX COE 8"PVC SS
<br /> $ O �/ / F PROTECT EX PSE 12"HIGH PRESSURE GAS. PROTECT 12"HIGH PRESSURE STW G.PSE
<br /> / ' REPRESENTATIVE TO BE ON SITE DURING
<br /> 3 d �• /-• / 4 / PSE REPRESENTATIVE TO BE ON SITE DURING / EXCAVATION,SEE NOTE 6,THIS SHT P
<br /> ;o A�, / ym'• / 1 / EXCAVATION,SEE NOTE 6,THIS SHT. F a Y
<br /> Q n C •Xy.` / 0� / EX COE SS IS APPROX 18' ®;
<br /> Op• 3 DEEP AT 30"W CROSSING NOR-TN N TI
<br /> 3 0c5 421 4'
<br /> R.� � e 1 /
<br /> SIO E�
<br /> PATRICIA BLACKFORD Wiley- tes,Inc.
<br /> 8625 3RD AVE SE TRANSMISSION MAIN CONNECTION (SOUTH VIEW)
<br /> 6 EVERETT, WA 98208 ¢ Y
<br /> y m Cs 1613 / TPN:28051800204700 SCALE:NTS N W
<br /> a iz•GONG IE sIM 119.81(NE) n / PROTECT EX AW W D ARV VAULT w o W.
<br /> ° 3
<br /> ry 12-PVC IE 56.11(NW) ON f� 0 m
<br /> o a0 ¢� m m m
<br /> n W NORTH ¢ N ° i 3 Y M o m N E C eJG w 'NO SIGNAL' Y w
<br /> �C' (WATER UTILITY) G U
<br /> od TOP NUT
<br /> a MH 1 21 / EL:56008 r
<br /> RIM 554.12 Q GRAPHIC SCALE IN FEET -
<br /> c" 6"PVO IN(NE) Q e o TRANSMISSION MAIN 2 0 5 10 20 EX COE 12" N 06 (,
<br /> a^Pvc GET(sW) �+ N RCPSD z
<br /> N CTR CHANNEL 541.85 S IL r LLJ LL N
<br /> 8 1 cc
<br /> CONNECT TO EX 24"CCP W z c L�L
<br /> E a" PER DTL 2,SHT D.02. Q LLI D, Q
<br /> o I SEE NOTE 2,THIS SHT. O
<br /> - SHEET NOTES: WATER NOTES: RESTORATION NOTES: 2 Q p
<br /> > ° 1. CONTRACTOR SHALL LOCATE AND PRE-DIG ALL I 11 2 LF z a O LLJ
<br /> 0 m 03 30"DI,CL 51,FLxPE. �1 RESTORE DISTURBED GRASSED AREA W/TOPSOIL AND 7 Q < F—
<br /> o CONNECTIONS FIVE(5)DAYS IN ADVANCE OF i� LI J !L
<br /> HYDROSEEDING PER SPEC SECTION 8-02. O Q
<br /> SCHEDULED SHUTDOWN.CONTRACTOR SHALL I W >>
<br /> DETERMINE EX PIPE MATERIAL,SIZE,LOCATION,AND 07 1-30"CL 150B DI BFV,FL.(DISTRICT SUPPLIED) \
<br /> j �2 PROTECT EX COE TRENCH AND SURFACE RESTORATION PER NOTE 3,THIS SHT. i i —
<br /> O E INVERTS FOR CONNECTIONS. TYPE 1 CATCH BASIN \ \� \ w d LLJ
<br /> Q9 1-30"x24"DI TEE,VERTICAL,FL. / �I LjJ
<br /> 2. STATIC WATER PRESSURE IS APPROXIMATELY 50 PSI. �3 REPLACE TYPE A-1 CONCRETE CURB AND GUTTER TO THE ��� _— i'�-�I PROTECT EX PSE 12"STW G Q �
<br /> 3 1-24"BLIND FLANGE. � J
<br /> - VERIFY CURRENT ZONE PRESSURES WITH AW WD AT NEAREST JOINT PER COE STD DTLS 307 AND 312,SHT D.04. I i i Q
<br /> TIME OF WORK. 11 30"DI,CL 51,PE,LTF. > Q
<br /> 3. PERMANENT TRENCH PATCH PER COE STD DTL 326. 2-30"DI,FLANGED COUPLING ADAPTER,RJ. ® REPLACE CEMENT CONCRETE SIDEWALK TO THE NEAREST I / 5LF
<br /> w -o WHERE TRENCH IS PARALLEL TO RIGHT-OF-WAY JOINT PER COE STD DTL 312,SHT D.04. 3
<br /> ® 1-30"DI,FLANGED COUPLING ADAPTER,RJ. I CONNECT TO EX 30"DI.
<br /> w `m TRENCH BACKFILL SHALL BE CSTC.WHERE TRENCH IS /
<br /> gm TRANSVERSE TO RIGHT-OF-WAY,TRENCH BACKFILL / SEE NOTE 1,THIS SHT. f)
<br /> a S SHALL BE CDF.BOTH PER DTL 1,SHT D.02. ® 1-30"SLEEVE,RJ. I 4 LF 3 1
<br /> oe 4. REFER TO SHEET G.02 FOR AW WD GENERAL NOTES. ® ACCESS VAULT PER DTL 1,SHT D.03. t- z ii W Z
<br /> " 5. CONTRACTOR SHALL NOTIFY DISTRICT AND ENGINEER I I �\� �i� i 2 O
<br /> IMMEDIATELY IF EXISTING DUCTILE IRON WATER MAIN © 1-24"x30"DI CONCENTRIC REDUCER,FL. I —+—
<br /> o PIPE IS POLYWRAPPED/POLY-BAGGED. 9 i , N w
<br /> ti 6. CONTRACTOR SHALL NOTIFY PSE DAMAGE PREVENTION ® 1-24"INSULATING FLANGE ASSEMBLY PER DTL 2,SHT I r O �p
<br /> REPRESENTATIVE 1 WEEK AHEAD OF TRENCH D.02.INCLUDE CATHODIC TEST STATION PER SHT D.05,
<br /> m nZ EX 36"CCPW
<br /> z0; EXCAVATION AT 425-754-8053.PSE GAS FIRST TEST STATION TO BE FIELD LOCATED BY DISTRICT " w EX COE 6"DI W AND 8"PVC SS NOT EX 30"DI W O J
<br /> F RESPONSE PERSONNEL ARE REQUIRED TO BE ONSITE REPRESENTATIVE. >
<br /> ¢_ �_ O
<br /> WHILE WORK IS OCCURING NEAR PSE'S 12"HIGH SHOWN FOR CLARITY IN SW VIEW
<br /> c U ® EX ZIPLY FO DUCT BANK
<br /> co 0 PRESSURE GAS LINE. INSTALL JOINT RESTRAINT FITTINGS(EBAA MEGALUG l ) � _
<br /> 3 V Lij
<br /> N 1100 SERIES,OR APPROVED EQUAL)AT ALL JOINT �y v J
<br /> y 3¢ LOCATIONS UNTIL THE MINIMUM LENGTH,AS SHOWN, �/ iJ
<br /> y Z HAS BEEN MET OR EXCEEDED.SEE NOTE 5,THIS SHT. ? LU 06
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<br /> �
<br /> �= TRANSMISSION MAIN CONNECTION (SOUTHWEST VIEW)
<br /> v,
<br /> SCALE:NTS SHEET NUMBER
<br /> m of
<br /> m 0 2
<br /> a� W.02
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