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<br /> '��� 48"0 TYPE 1 MANHOLE WITH HINGEQ FRA�1E AND COVER S E�. ��/� T��J N . � R�E. � Y Y .M . �
<br /> , C H A N N E L I Z E B O T T O M S T R U C T U R E T O W E S T, P L A C E 8pA m e r i c a n P r o p e r t y D e v e l o p m e n t,�n c.
<br /> � KNOX OUT ON WEST SIDE OF STRUCTURE FOR FUTURE USE. 110 110th Avenue NE suite 550
<br /> ; � PER DETAIL 605 AND 610, 5EE SS-02, SS-03 Bellevue,wA saooa
<br /> ; ; RIM:93.03
<br /> �� ; IE IN:76.54 �8° S) � --
<br /> � � IE IN:76.54 (8" SW) APPRQXI�IATE BORING PIT � �� ' ,
<br /> ' ; IE OUT:76.21 (12" E) 41'x12'x18' DEEP OR AS REQUIRED ; LEG E N D .
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<br /> � 32NQ STREET 8 �j- _`_ - - - � - --- �' � ;c` i� � L 0 12 � 1. 0� N89' 2 ' 3.12"E +� ����. _ 18+50 � SEWER �IANHOLE 0 20 40 �i� J � o LL�
<br /> � � 22+00 I I I ' �'� PER COE SPEC SECTION 6-6 SCALE IN FEET � , , � Z a� Q
<br /> 2 1+0 0 '� r � 1 2" S E W E R W�° �
<br /> -,}_ _ _, � _ �� � � -+ -- - -+--- -- ��y: --� CLEANOUT � � � � ~"a �
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<br /> � �: , • �-------- � �`� MH #1 ____,____�,g_____�;;� _�_ �XISTING STORM DRAIN LINE � o W m
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<br /> �� ; � � 7 � � , Y . 8.80, 0.0 U � g ..
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<br /> -�x_,_. ..__� �. _- . . -; . _.. :; __ =; -_ :;_ _ . i; -- .__.;:_ ._.. .._ _� _ . - ..__ ,-� _t:; ��� " � I `,.��q� REMOVE EXISTING fRAME AND LID _.___.._ ._ _ `��--- ---r,�______ EXISTING OVERHEAD POWER LINE z�
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<br /> �., ,., � �- � , , INSTALL HINGED FRAME AND C4VER �
<br /> ' � ,----, �--� � - a--- -�----��-.___._.� __.___ .�_�__.. _...;;_ ..,._._c;-----�(`( ' �-G--__ _:�;-- CONTR CTOR SHALL SAWCUT AND REPAIR
<br /> __ . ._.. ; . _�. �..�. . _ �
<br /> --.�.,.- - '-_- -- - , � � A . ,1 . r .:; _ EXISIING POWER LINE �
<br /> : , a'.;.:• ':a ',:• .. � � � �-' --- � � � � � PAVEMENT AS REQUIRED, SAW CUT LIi�IT APPDX. 5'x5'. -- - ----- �
<br /> ` � - - ='- - PER DETAIL 610 SEE SS 03 "
<br /> � � � ----s---- c c- EXIS7tNG GAS LINE
<br /> ? � � � ! � �� � � CONNfCT TO EXISIING SSMH.
<br /> � � � C x � � � � � `� � � �' 3 � ' CONIRACTOR SHALL FIELD VERIFY LOCATION, �EPTH (IEs)
<br /> � • .-�..� x_ �� � , � � ti
<br /> � � ' �' , ' � ; + AND SIZE OF SSMiH PRIOR TO CONSTRUC110N
<br /> - { � �' �' �' �'�""�' � " '�"�! '�' � � � � r` - CONIRACT4R SHALL RECHANNEL STRUCIURE coP�icHr �C 2005, ALL RIGHTS RESERVED
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<br /> � � FD FD - , <,- -�' RtM:89.96
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<br /> 2 g7 � - � � , ' ; i IE IN:74.31 (12" W) SUBMITTAL/REVISI4NS
<br /> JW GASWINT � � � ,' �, STA:16+33.78, 0.�0 ;, f ; I�': fE 4UT:74.31 (12� E� DATE DESCRIPTION
<br /> 3120 GLAGER PEAK AVE � � ,' ; � � BACKWATER VALVE CONNECTION �� _ �: 08/03j18 ISSUE FOR CQNSTRUCTION
<br /> EVERETT, wA � � TO SEWER, PER DETAIL 622, SEE SS-04 � W � (
<br /> ' � i; � , �, ° COORDINATE WI1N STRUCTURAL AND _ . m_`ry _ .%' � i CITY OF EVERETT SEWER NOTES: s ,2�20�, CITY COM�IENTS
<br /> _ _ _ _ _ ---- � � �, o � BUILDING PLANS, SEE PLUMBING PLANS ;, .. ,_. _ 'Q , a � a ./ j
<br /> � , � FOR CONTINUATION �- � /
<br /> 6 � ; , ', �� :a IE OUT:77.07 S" `S ° ` � / L ALL WORK AND MATERIALS SHALL CONFORM TO THE CITY OF EVERETT STANDARDS AND WSDOT/APWA STANDARD SPECIFICATIONS. '
<br /> ' � ' ' ' �° i� ; � �� - �
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<br /> � � , , � � . � / 2. NO PART OF THE SANITARY SEWER SYSTEM SHALL BE COVERED C4NCEALED OR PUT INTO USE UN11L IT HAS BEEN TESTED
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<br /> �� �i � � 1 1 �. �:�. _..� . .. � . � r I O . _ I I/ .
<br /> , , � INSPECTED, AND APPRQVED BY THE CITY INSPECTOR.
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<br /> _ _ _ _ ._ � - �' `, ', � ' � l_ �E ,� ; � � 3. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN 06TAINED FRO�I AVAILABLE RECORDS AND ARE SHQWN FOR CONVENIENCE. -
<br /> f � ; �, , � , , � ; � �. / � THE CONTRACTOR SHALL BE RESPONSiBLE FOR VERIFICATION OF LOCATIONS AND TO AVOID DAMAGE TO ANY ADDITIONAL UTILITIES NOT - �
<br /> � ( i � `� � �� `� � ; ' � I� SHOWN. ►F GONFLICTS WITH EXISTING UTILITIES ARISE DURING CONSIRUCTION. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS
<br /> � �� � �, ��� � � � � I � ' INSPECTOR AND ANY CHANGES REQiJIRED SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO COMMENCEMENT OF RELATED
<br /> TEMPLE BETH OR ° ! ; '� �� � �' � � � I ` . a � , CONSTRUCTION ON THE PROJEGT,
<br /> (CHURCH PROPERTY) � � � �� � ' , �� ;��� �+ ; � , � �. � a � � �' �
<br /> 32�5 �oMBARD avE � � �� �� � � � �� �� � � � � � � � � ��� 4. All SEWER MAIN EXTENSIONS WITHIN THE PUBLIC RIGHT-OF-WAY OR IN EASEMENTS MUST BE STAKED BY SURVEY FOR LINE AND
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<br /> EVERETT WA �
<br /> ' � ��" n ` I GRAD PRIOR TO START{NG CONSTRUC110N.
<br /> E
<br /> ,oa.o ,00.o GENERAL SEWER NOTES: .
<br /> 98.0 . . . . . . . . . . . . . . . . . . � . . . . . . . . . . . . . . . . . . . ' . . . . . . . . . . . . . . . . . . . ' . . . . . . . . . . . . . . . . . . . ' . . . . . • . . . i . • . . . . . , . ' . . . . . . . . . . . . . . . . . . 98.� 1. ALL SE4VER CARRIER PIPE SHALL BE PVC ASTI� D3034 SDR 35 UNLESS IDENTIFIED OTHERWISE. "
<br /> . . . . . .
<br /> 96.0 • • • • • � • • • • • • • • • • • • � • • • • • • • • • • • • • • • • • • • � • • • • � • • • • • • • • • • • • • • � • • � • • • • • � • • • • • • • • • • � • • • • • • • • • � • • • • � • • � • � � • • • • • • � • • • � • • • • • • 96.0 2. ACCESSTOEXISTINGSANITARYSEWERMAINSWILLNOTBEPERMITTEDUNTILALLNEWSEYVERCONSTRUC110NNASBEENAPPROVED �
<br /> : ' ; ; ; AND ACCEP7ED. NEW SEWER CONSTRUCTION SHALL BE I5QLATED FROM THE EXISTING SYSTEM. �
<br /> 94.q . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . FaNiSHEDGRADE . . . . : . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 94.0
<br /> ;EX GRADE� � 3. CONTRACTOR TO SUPPLY SPECIALTY TRENCH BOXES WITH 80RING ARCHES FOR 80RING PIT TO CONSTRUCT THE SEWER CONNECTION
<br /> ' _ _ _ _.._ - � '' .�." -- -r- -- - � ; ; TO EX SSMH #1. �
<br /> 92A . . . . . . . . . . . . . . . . . . :: . . . . . . . . . . . . . , . . . . � . r . . . . . . � .�..,; . . . . . . . , , . . . . . . . � . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . 92.0 � �
<br /> ; ; � . . � : '� `' - ._. : ; 4. CONTRACTOR SHALL POTHQLE ALL CROSSlNG UTILITIES AND REVIEW POTH4LE INFORMATION FOR CONFLICTS PRIOR TO MOBILIZATION � `
<br /> 90.0 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • I • � • • • • • • • � • • • • • • • • • ` � • � � • • • • � � � �. _- • • • • • • • • • • • • � • • • • gp.p iNCLUDINGUTILITYTOPANDBOTTOMELEVATIONS. CONTRACTORSHALLC04RDINATEWITHUTILITYOUVNER. �"�
<br /> • • • • • • • • � �-`��.. �= ♦ e • • � • 1 • • ���„�►. i • �•
<br /> . . 8 I � ; - _- - - _ - �', Z
<br /> � •' S. PRIOR TO MOBILIZATION, CONTRACTOR SHALL POTHOLE ANQ REVIEW INFORMATION ON ALL EXISTING UTILITIE5. CONIRACTOR SHALL �
<br /> gg,p . . . . . . . . . . . . . . . . . . � . . . . . . . . . . . . . � . . . . � . . � . . . . � � . . . �:EX..6". STORM. . . . . . . . : . . . . . , . . . . . . . . . , . ` ,� . . . . . . . . . . . . . . . . , gg,p REVIEW POTHOLE INFORMATION ON UTILITY DUCT BANK, GAS LINE, POWER LINE AND OTHER Ul1LIT1E5 AND ESTABLI5H DEPTHS (TOP W
<br /> • EX. GAS� � I • •�.EX' ' � �-EX. GAS • �-EX. WATER + �• '�• AND BQTTOM) OF UTILIIIES IN THE PROJECT WORK AREA. CONTRACTOR SHALL CONTACT ENGINEER WITH ANY UTILITY CONFLICTS. � • �
<br /> 86.0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � . . � . . . . . .POYVER . . . . � �. . . . . . . . . . , . . . , . . . . . . . . . . . . . . I. •�. . . . . . . . . . . . . . . . . . 86.� � ,
<br /> . � � I . � � •� • + .� 6. TYPICAL TRENCH SECTION PER COE STD DWG 614 ON SS-03 (TYP) �- � O
<br /> 84.0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . APPROXIMA . . � . . . . . . , . . . . . . . . . . . EX.. 12" WAaER . . . . . . . . , . . . . . . . � "! , . . . . . . . . . . . . . . . . 84.0 � �/
<br /> ' BORING PI � ' � ' �' ;�' f--
<br /> ; 1'x12'x18` pEEP 0 � ; EX. FIBER OPTIC. CON�'RACTOR ^ ,i NO'�"E�. LL �
<br /> 82.0 . . . . . . . . . . . . . . . . . . � . . . . . . . . . . . A5 REQIHRE . . . . . . . . . , . . . . . . . . SHA�J- Fl��O �R�EY.�GAP4N.�F . . , . . . . . . . . . . ;. , , . . . . . . . . . . . . . . . . 82.0 e� Z
<br /> . . • � � . 2' M�N FIBER OPTIC BANK PRlOR TO � .I� -
<br /> • • I � • CONSTRUCTION. CpNTACT ENGINEER �: •! 1. EXISIING UTILITIES SNOWN IN PROFILE ARE DRAWN AT APPROXIMATE DEPTHS, CONTRACTOR SHALL POTHOLE EXISTING UTiLiTIES TO � � � �
<br /> 80.0 . . . . . . . . . . . . . . . . . . ' . . . . . . , . . . . . . . . ; . . . . � . . � . . . . . . : . . . . . . . . Wlhl'ANY l7TiUT`t"CONFCICfS. . . . . . . , . . . . . . , �I. . . . . . . . . . . . . . . . . . 80.0 VERIFY DEP1N BEFORE INSTALLAl10N OF SEWER LINE.
<br /> . . i i . : ; ., Q � d
<br /> 78,0 • • • • • • • • • • • • • • � • • • : • • � � • � • • � • • • • • • • • • • � • • • • � • • • � • • • • • • • • • • • • • • • • • � • • • • � • • • • • • • • • � • • • • • • • • a• ��• • • • • • • • • • • • • • • • • • 78.4 2. EXISTiNG TROLLEY TRACKS MAY EXIST IN BROADWAY AVENUE - CON7RACTOR SHALL TAKE CARE TO AVOID DURING 80RING �
<br /> , o � ,) 4PERATIONS. DEPhi AND LIMITS OF TROLLEY TRACKS UNKNOWN. CONTRACTOR SHALL FIELD VERIFY PRIOR TO CONSTRUCTION. � � �
<br /> CF'OF 't2"' ��t. �'' 76.0 w F-
<br /> � 76.0 . . . . . . . . . . . . . . . . . . . . BACKWATER�VALIIE ��. . . . . . . . . . . . � . . . . . t27 503�• '' _'_.,. . . . . . . . . . . . . . . � P'1/ . ,
<br /> ��..L W
<br /> � STA:16+33.78 0.00' J . 1� LF OF 12"�; � �
<br /> � 74.n . . . . . . . . . . . � . . . . . . . , .B0�1'OM.p� . . . . . . . . . . , . . . . . . . . . . ,;-: . :. . . . . . . . . . . . . . . 74.a �
<br /> BACKWATER VALVE CONNECTION' � W
<br /> h TO SEWER, PER DETAIL 622, SEE SS-04 : gpRING PIT : : :� � �,
<br /> °° 7Z.0 . . . . . . . . . . . COORDINATE IMTH STRUCTURAL AND. . . . . . . . . . . . . . . . . . . . , . . . . . � . . . . . . . . . . . . . . . . . . � . . . . . . . . . . , . . . . . _ ,�. . . . . . . . . . . . . . . . . . 720 o W
<br /> o BUILOING PLANS, SEE PLUMBING PLANS • • � BQRE CASE UNDER • a
<br /> a . . . . . . . . . . . FOR CONTiNUATiON . . . . . . . . . . . . . . . . SSMH �1 � . . BROADWAY AVENUE . . . . . . . . . . . . . . . . . . . . . . .
<br /> � 7Q.0 ' STA;16+72.18, 0.00' PER'DE1'AIL 81$ AND' 70.0
<br /> �, Ril�:93.27� . „ . ,
<br /> ~ IE OUT:77.07 (8° N) 48 � TYPE 1 MANHOLE WITH HINGED FRAME AND COVER 619 ON SS-04
<br /> Z . .
<br /> � 68.0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � . . . . . . . . CNANNELIZE BOTTOM STRUCTURE TO WEST, PIACE 8" � . . . . . . . . . . . . . , . . . ' . . . . . . . . . . . . . . . . . . 68.0
<br /> o : ; KNOX OUT (�i WEST SIDE OF STRUCTURE FOR FUTURE USE. � : Z
<br /> Z 66.0 . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . PER DETAIL 605 AND 610, SEE SS-02, SS-03 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 66.0 G� .
<br /> � ' ' RIM:93.03 '
<br /> �
<br /> � . . . . ,J
<br /> � IE IN:76.54 (8" S} �
<br /> � 64.0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . y ,
<br /> o : ; � IE IN:76.54 (8„ SW) • ` 64.4 . .
<br /> � EX SSMH �1
<br /> . . IE 4UT:76.21 (12 E) . �
<br /> 62.0 � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ . . . . . . . . STA:17+98.80, Q.00'. . , 62.0
<br /> � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
<br /> � • • RE�iOVE EXISTING FRAME AND LID • W
<br /> � • ' ' INSTALL NINGED FRAME AND COVER ' �
<br /> ¢ 60.0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . , . . . . . . . . . . . . . . . . 60.0
<br /> = CONTRACTOR SHALL SAWCUT AND REPAIR�
<br /> � • � • PAVEMENT AS REQUIRED, SAW CUT LIMIT APPDX. 5'x5'. � W
<br /> � 58.0 . . . . . . . . . . . . . . . . . . � , . . . . . . . . . . . . . . . . . . � . . . . . . . . . . . . . . . . . . . � . . . . . . . . . . PER DETAIL 610 5EE SS-43. . x . . . . . . . . . . . . . . . . . . 58.0 (f� ,
<br /> � � � � CONNECT TO EXISTING SSMH. �
<br /> w . . . .
<br /> ~ . CONTRACTOR SHALL FfELD VERIfY LOCATIQN, DEPTM (IEs)• • • • • • � • • � • • • • • • • • • • �g,p /�
<br /> ¢ 56.0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . .
<br /> Q ; ; ; AND SIZE OF SSMH PRI{}R TO CQNSTRUCTION ; � .
<br /> -� CONTRACTOR SHALL RECHANNEL STRUCTURE •
<br /> � 54.0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 54.Q
<br /> � . . . RiM:89.96" ' �
<br /> � . . . » �-
<br /> � . . . IE IN:74.31 (12" W) . -
<br /> � 52.0 . . . . . . . . . . . . . . . . . . � . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . � . . . . . . . . fE0UT:74.31 (i2AE�. . , . . . . . . . . . . . . . . , . . . 52.0 z
<br /> Z . ,
<br /> � Q
<br /> a 5a.0 50.d �
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<br /> �� 15+50 16+00 16+50 17+00 17+50 18+00 1&+50 � � �
<br /> H c, D .lq
<br /> � � SEVIIER PROFILE #1 o zo 40 �o�oF �AS��j �,�,�, '
<br /> � � SCALE IN FEET CALL BEFORE YOU DIG: �P� f"�o SAMI �DONEZ ,� OF 33
<br /> M� � THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR y � y SHEET TITLE �
<br /> �' ^ 0 5 10 THE LOCATION AND PROTEC110N OF ALL EXISTING p �'
<br /> � � UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY o � �v - �
<br /> �% LOCATIaNS PRIOR TO CONSTRUCTION BY CALLING THE F �fi�ISTER�� ti �S��1 } �
<br /> o W SCALE IN FEET UNDERGROUND LOCATE LINE 811 QR 1-800-424-5555 SS�oNA� ���
<br /> o� A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION.
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