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A PORTION OF THE NW 1 /4 OF THE NE 1 /4 �F SECTION 7, T 28 N, R 5 E, WM
<br /> SEWER CONSTRUCTION NOTES:
<br /> 1O INSTALL 6" SIDE SEWER PER COE STD 602 AND 604.
<br /> O2 CONNECT TO EXISTING 12" SANITARY SEWER.
<br /> O3 INSTALL 6" SEWER CLEANOUT PER COE STD 604.
<br /> O4 SAWCUT AND PATCH PAVEMENT PER COE STD 326.
<br /> O5 INSTALL 4" PVC BUILDING CONNECTION AND SEWER CLEANOUT
<br /> AT 2.0% MIN. SLOPE. ssMH O
<br /> TOP=466.20 Q
<br /> IE=458.4-12" {S)
<br /> CITY OF EVERETT SANITARY SEWER NOTES: —S' --- - S' --SS — SS--- Z Q
<br /> A. ALL WORK AND MATERIALS SHALL CONFORM TO THE CITY OF EVERETT ZQ O � Q
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<br /> STANDARDS AND WSDOT/APWA STANDARD SPECIFICATIONS. � r , � �j
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<br /> B. NO PART OF THE SANITARY SEWER SYSTEM SHALL BE COVERED, � i � � �
<br /> � � � J zW
<br /> CONCEALED OR PUT INTO USE UNTIL IT HAS BEEN TESTED, INSPECTED, W � � �
<br /> AND APPROVED BY THE CITY INSPECTOR. '
<br /> � � ,.. ---- N O RTH W [] � j
<br /> C. APPROXIMATE LOCATIONS OF EXISTING UTILfTIES HAVE BEEN OBTAINED _—_ `
<br /> FROM AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE. THE �� I /� (n � 0 W
<br /> CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF LOCATIONS \ � � / �
<br /> AND TO AVOID DAMAGE TO ANY AD DITI ON A L U T I L I T I E S N O T S H O W N. I F \ � / o �0 20 40 >--
<br /> CONFLICTS WITH EXISTING UTILITIES ARISE DURING CONSTRUCTION, THE � �SD i � SCALE: 1"=20' W
<br /> CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR AND ANY � � �
<br /> CHANGES REQUIRED SHALL BE APPROVED BY THE CITY ENGINEER PRIOR j
<br /> TO COMMENCEMENT OF RELATED CONSTRUCTION ON THE PROJECT. , � � I
<br /> D. ALL SEWER MAIN EXTENSIONS WITHIN THE PUBLIC RIGHT—OF—WAY OR IN I � I (
<br /> EASEMENTS MUST BE STAKED BY SURVEY FOR LINE AND GRADE PRIOR I � (
<br /> TO STARTING CONSTRUCTION. I I
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<br /> I � l BTM EX. 12" SD=467.09
<br /> I �. � I � I TOP 6" SS=463.81
<br /> I f � 3 I � 26 LF �
<br /> ( S=2.00q � 98 LF 3 CO #2 � 58 LF , LOT 3
<br /> I S=2.00% RIM=472.00 S=2.00%
<br /> 3 �� � 6" PVC IE 465.48 (E,W)
<br /> �_s�-_-__---�--s� I RIM=469.93
<br /> - - o o I 6" PVC IE 463.52 (E,W) 5 �
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<br /> STA 2+12 ( � I � ! BTM 4" SS=466.00
<br /> (FROM DOWNSTREAM MH) 2 4 ( I , T P " _
<br /> FG=469.94 � � , «
<br /> EX. 12"6P PVC IE 463 OON(E) I � I o 1! I 3 R M#473.40 Z o
<br /> I i �n � � . 6 PVC IE 466.64 (W) _
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<br /> LOT 3 T SD I � � � ' FF=472.Q FF=472.0 FF=473.5 FF=473.5 _ _ - z W v� � � ,
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<br /> �� " "'�'� FF=4720 FF=472.0 LOT 11 FF=473.5 FF=473.5
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<br /> � � REVISIONS: APPD.
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<br /> � ( �' ( �.EX. CONDOMIN�UM BUILDING � �X. CONDOMINI JM BUI�DING J
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<br /> w I o I EX. RAINIER LANDING CONDOMINIUM
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<br /> N LOT 10
<br /> Q N so S ��_
<br /> � I �! G I: � � LOT 5 PLAN APPR01i�D
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<br /> DATE: DECEMBER, 2017
<br /> PUBIIC SERVI ES A
<br /> o Z �� ' DESIGN: BJN
<br /> o `�� DRA�VIV: CD
<br /> o I I DRAINAGE EROSION CHECKED: JNS
<br /> } I i ( PUBLIC WO�
<br /> DEPAI?TM��, REVISION
<br /> w I I w:ar��
<br /> NUMBER:
<br /> I1'� �--'� ',�—�" A PUBLiC WOR!(5 PERMi:
<br /> � I N I ����.�lL.] ANYU CONSTRUCTION ON�T' n � :
<br /> VROJECT. APPROVAL FOR 7:• ` , SCALE: � =2O
<br /> 0 CURRENT � ANDAROS Ar
<br /> �� I I T��� DR03ECT 25 CONDIRONAL i�:
<br /> o ( I EJtPIRES ��E�•- PROJECT NUMBER•
<br /> cn _---
<br /> PERMiT FOR CONSTRUCI'ION F;A:
<br /> U U I I �, �''� �C E GINEER / BEEN ISSUED, y �
<br /> m m SSMH
<br /> � REYK-0004
<br /> TOP=477.19 I
<br /> IE=467.2-12" (N) DRAIPING FILE:
<br /> a Q I � Ec-IM-610-REYK0004.dwg
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<br /> �� I CALL 5HEET N0.
<br /> 2 BUSINESS DAYS
<br /> o N � BEFORE YOU DIG
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<br /> r� I '""'� FOR UTILITY LOCATE
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