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<br /> A PORTION OF THE NW 1/4 OF THE NE 1/4 OF SECTION 7, T 28 N, R 5 E, WM
<br /> SEWER CONSTRUCTION NOTES:
<br /> lO 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 O
<br /> AT 2.0% MIN. SLOPE. SSMH
<br /> TOP=466.20 Q
<br /> IE=458.4-12" (S)
<br /> Z J
<br /> CITY OF EVERETT SANlTARY SEWER NOTES: z O � Q
<br /> A. A L L W O R K A N D M A T E R I A L S S H A L L C O N F O R M T O T H E C I T Y O F E V E R E T TQ Y
<br /> STANDARDS AND WSDOT/APWA STANDARD SPECIFICATIONS. J V W �
<br /> a- � �
<br /> B. NO PART OF THE SANITARY SEWER SYSTEM SHALL BE COVERED, � � I—
<br /> CONCEALED OR PUT INTO USE UNTIL IT HAS BEEN TESTED, INSPECTED, I �J,� Q O �,
<br /> AND APPROVED BY THE CITY INSPECTOR. � Q W
<br /> C. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED _.�._._ ._ � � .�.�.�_ N O RT H W � � �
<br /> FROM AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE. THE ``\ `''A �� � � � � W
<br /> CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF LOCATIONS '� / o io 20 40 �"'
<br /> AND TO AVOID DAMAGE TO ANY ADDI110NAL UTILITIES NOT SHOWN. IF � � /
<br /> CONFLICTS WITH EXISTING UTILITIES ARISE DURING CONSTRUCTION, THE � J SCALE: 1"=20' W
<br /> CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR AND ANY � � 1 �
<br /> CHANGES REQUIRED SHALL BE APPROVED BY THE CITY ENGINEER PRIOR � I
<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
<br /> EASEMENTS MUST BE STAKED BY SURVEY FOR LINE AND GRADE PRIOR I I +
<br /> TO STARTING CONSTRUCTION. � I
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<br /> LO 2 � ;,; ; LOT 12
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<br /> ,I � � BTM EX. 12' SD=467.09
<br /> I i� I � ` I TOP 6" SS=463.81
<br /> � I 1 26 LF �
<br /> I ;,� � S-2.00� 98 � �o �_ 58 LF , LOT 3
<br /> I '� { I � S=2.00% 3 RIM=472.00 1 S=2.00%
<br /> � '� 3 CO 1 6" PVC IE 465.48 (E,W)
<br /> ! 3� ; ( RIM=�3� 470.36
<br /> - - � j I 6" PVC IE 463.52 (E,W) 5 �)
<br /> STA 2+12 2 4 � � ' � �� BTM 4" SS=466.00
<br /> (FROM DOWNSTREAM MH) J TOP 12" S —
<br /> FG=469.94 � �
<br /> EX. 12" PVC IE 462.00 (N,S) . -� i) � , , � �, , . 3 R M=4�3:46 473.78 Z N
<br /> 6" PVC IE 463.00 (E) � i 6" PVC IE 466.64 (W) — �
<br /> I UNIT A UNIT B UNIT C UNIT D N � � o
<br /> LOT 3 ( FF=472.0 FF=472.0 , FF=473.5 FF=473.5 _ _ - Z W � � o
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<br /> a ( Q _ i 1 ; REVISIONS: APPD.
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<br /> a t � � ( �EX. CONDOMINIUM BUILDING ; EX. CONDOMINIUM BUILDING
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<br /> � � � � '� ( EX. RAINIER LANDING CONDOMINIUM
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<br /> � I � �__�� _� LOT 10
<br /> o � '� I LOT 5
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<br /> o DATE: JANUARY, 2018
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<br /> ����p � D���0 N G DESIGN: BJN
<br /> o « DRA�VIV: CD
<br /> 0
<br /> o I I This Record Drawing has been prepared, in part, based CHECKED: JNS
<br /> o � on "As-Built" infarmation provided by others.Though REVISION
<br /> Y � the as-built information and this drawing are based on NUMBER:
<br /> � � the best available inforrnation, no presumption shouid
<br /> �� �
<br /> I be made re�ar 'ng the drawing's accuracy. SCALE: 1"=20'
<br /> �a I 1.--- � � _
<br /> �;� �! : � Signed By � Date � .
<br /> I � PROJECT NUMBER.
<br /> � �� �� �r� .A��� Permit Inspector
<br /> .�
<br /> �� ssMH � �'"'���� Print Name &Title � � REYK-���4
<br /> m m TOP=477.19
<br /> �E=�6�•2-�2� (N) � DRA�ING FILE:
<br /> Q Q � Ec-AB-610-REYK0004.dwg
<br /> �� � ` `�
<br /> �o
<br /> �� �
<br /> �� CALL SHEET N0.
<br /> N N � o-.. 2 BUSINESS DAYS
<br /> �� ____ 6. 19.Zo19
<br /> �� I __.--- FOR UOTL TY OC TE
<br /> �;� �
<br /> --'''" 811
<br /> 0 0 oF 9
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