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<br /> CONSTRUCTION NOTES z
<br /> # ITEM z1 w o
<br /> 24 INSTALL WATER GATE VALVE PER CITY OF EVERETT STANDARD DRAWING 505 w_
<br /> \ 25 INSTALL SEWER CLEANOUT (SCO) PER CITY OF EVERETT STANDARD DRAWING 604 V0
<br /> \ 26 INSTALL 2,500 GALLON TRAFFIC RATED GREASE INTERCEPTOR, JENSEN MODEL JZ2500-EBE-G OR 0
<br /> EQUIVALENT
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<br /> S 5876'15" E 200.00' 27 INSTALL 1"WATER METER SERVICE FOR IRRIGATION PURPOSES PER CITY OF EVERETT STD DWG 501 w z
<br /> 28 INSTALL HDPE SCH 80 WATER SERVICE PIPE (DOMESTIC, IRRIGATION, OR FIRE), SIZE PER PLAN
<br /> y 3 I c. rn0 ` �ooaa 29 INSTALL 4" DOUBLE CHECK DETECTOR VALVE (DCDV)ASSEMBLY PER CITY OF EVERETT STD DWG 515 w
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<br /> s IZ -- -- 30 INSTALL 6" PVC SDR 35 SEWER PIPE z
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<br /> _ _ "I ` �� 31 INSTALL 4" PVC SDR 35 GREASE LINE Q
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<br /> 3 ! _' _•"`t B-a—a__a—a—a - a --6=G—ar=-a=a 1-4 j jj -a—a—�--a- -a -a- -<__T— 32 INSTALL 1" STANDARD SOV VALVE, VALVE BOX AND EXTENSION PER CITY OF EVERETT STD DWG 501 O
<br /> -a—a—a—a--c—c——c -a—a-� a -c—a—a—a—c— -c—a—a—c—c—c— \ a— —
<br /> 1 /// -- I 33 INSTALL POST INDICATOR VALVE (PIV) O d
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<br /> w _ I. -- I 34 INSTALL FIRE DEPARTMENT CONNECTION STANDPIPE (FDC) cN
<br /> US F � - — 35 INSTALL DOUBLE CHECK VALVE ASSEMBLY(DCVA) PER CITY OF EVERETT STD DWG 520I cc W N oN
<br /> — ______
<br /> 36 NEW 4"TAP ON EXISTING 12" MAIN PROVIDED BY CITY OF EVERETT, CONTRACTOR SHALL EXCAVATE, w p
<br /> ti 4r: I SHORE, AND RESTORE SURFACES AS REQUIRED BY THE CITY Z Z O 11,
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<br /> p i 1. METERED WATER CONNECTION PER CITY OF 0 I V) Z
<br /> POC N Go \ I EVERETT STANDARD PLAN 502 cv) O CL 0 p Y
<br /> INV 557.47 ��" ' w u z O
<br /> I --s— I "-) 2. PRIOR TO SEWER CONSTRUCTION, VERIFY ALL cC 4 oC
<br /> SEE NOTE 4+iii �� I 0 ; ry SEWER POINT OF CONNECTION (POC) ELEVATIONS V1 V N
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<br /> S to S s --�— s s s s , -- r.� IN THE FIELD. SHOULD THE ELEVATION BE ABOVE Lu Q — c o
<br /> SCO I� 2" \ SCO \ ---i.--- v� THE VALUE SHOWN ON THE PLANS, STOP WORK w w a
<br /> 25 INV 557.51 ® I INV 559.0001AND CONTACT THE ENGINEER IMMEDIATELY. a u "'
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<br /> CONNECT TOI mow\ 1— O \— I 3. MAINTAIN A MINIMUM SEPARATION OF 10' BETWEEN U
<br /> 2" 3 I w\. ; — _ 1 PARALLEL SEWER AND WATER LINES UNLESS 0
<br /> EXISTING WATER _
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<br /> a \ EXPLICITLY NOTED OTHERWISE. �` 3
<br /> METER 11 i,, 1 \ 24
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<br /> 4. CONTRACTOR SHALL VIDEO INSPECT EXISTING 1 , ' fticii
<br /> W \- 1I ®INV 560.50 25 __ \ _ SEWER POC TO VERIFY CONDITIONS. VIDEO SHALLw INV 561.50 w �� r •: ;LU p�/ ill 27 ® 3 ` NBE SUBMITTED TO THE CITY FOR APPROVAL PRIOR 0 , , di n
<br /> vA VI TO CONSTRUCTION.
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<br /> LU � I 4 ' + / INV 560.89 �` �, __ p
<br /> ' INV OUT 560.96/ SCO � J OG $% u j Q O
<br /> �� J INV IN 5.1.21 561.33 IN
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<br /> DEETER FOUNDRY 1820
<br /> L 1.50'0 MONUMENT RING AND Z i
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<br /> 4" 45° PVC BEND f 4" PVC PIPE w
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<br /> 24"
<br /> 4"45° PVC WYE Q ' CLR1 RISERS AS REQUIRED z Q
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<br /> 4" PVC PER PLAN ¢ w W Z 01
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<br /> W° PVC THREADED CAP 2,500 GALLONa W
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<br /> m.. DETAILS NOT SHOWN SIMILAR TO PAVEMENT z cn a Q
<br /> 16'-10"
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<br /> 1�'C g SHEET NO.
<br /> �3cn v 25SEWER CLEANOUT 26 2,500 GALLON GREASE INTERCEPTOR 20 10 0 20 40 60 w C—6.00
<br /> o. SCALE 1" - 1' NOT TO SCALE w
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<br /> SCALE: 1" = 20' I-
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<br /> CITY OF EVERETT
<br /> RRFyIE.WED FOR PERMIT
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