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<br /> �' STA:,6+68.�8, o.ao� SEC. 29 T29N . R5E. W.M .
<br /> ; 48"� TYPE 1 MANHOLE WITH HINGED FRAME AND COVER > > � American Property Development,�nc.
<br /> �, CHANNEUZE BOTTOM STRUCTURE TO WEST, PLACE 8"
<br /> 110 110th Avenue NE suite 550
<br /> i � KNOX OUT ON WEST SIDE OF STRUCTURE FOR FUTURE USE.
<br /> � � PER DETAII 605 AND 610, SEE SS-02, SS-03 Bellevue, a '
<br /> � ; RIM:92.93 a
<br /> � � IE IN:76.54 (8" S) APPROXIMATE BORING PIT � LEGEND
<br /> ; ; IE IN:76.54 (8" SW) 25'x12'x19' DEEP OR AS REQUIRED ;
<br /> ` ' IE OUT:76.21 (12" E) � x, `` �
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<br /> " � `' s� ss EXISIING SEWER LINE
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<br /> � - - - - - � � i ' ' � � _rt,__ EX SSMH #1 � _.�____5p __s__�p �._. EXISIING STORM DRAIN LINE � Z w�
<br /> �� ; ' o �; .� ' ; `, ,, � � STA:17+95.45, �.00 t , o z m
<br /> cv�.----�_-___�--___�__ �_�____.-�;---_�._____�___--G------�_---_,�____�____-,-----G-----G-----�� -_-G_-_ . `? .� I ', '�� \f` REMOVE EXISTING FRAME AND LID v U ga
<br /> .�___o��_____flH- EXISTING OVERHEAD POWER LINE z
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<br /> � ,_� i_ � � , INSTALL HINGED FRAME AND COVER °
<br /> �- �- d� 6 - d ' ' ❑ �", � -�----`,�,-____�a._. ___�`_____�__z�_�°_____�'`_�`,''�_G_..-�`_�.t,� CONTRACTOR SHALL SAWCUT AND REPAIR "
<br /> � � _o__,_p_____p-----p_ EXIST1NG POWER LINE ~
<br /> � 'd .° . a. . � LJ :_„o � PAVEMENT AS REQUIRED, SAW CUT LIMIT APPDX. 5'x5'. � ..-_=_ �
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<br /> - , � = ,L , � a , � PER DETAIL 610 SEE SS-03 _____�;_____�___,m_�_ EXISTING GAS LINE
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<br /> �.. .� � .e� � � ___,� t i_. �,�, ___. ._ W _��__�_, , �-, CONNECT TO EXISTING SSMH.
<br /> ,� � � � ; � - E � � � � � a ; �. _CONTRACTOR SHALL FIELD VERIFY LOCATION, DEPTH (IEs)
<br /> ; � � �� � , � � �;'y. ;'AND SIZE OF SSMH PRIOR TO CONSTRUCTION ,
<br /> - - - - � � � �� � � �� � ` i��`� � ` � '� CONTRACTOR SHALL RECHANNEL STRUCTURE coPrRicHr c� zoos, ALL RIGHTS RESERVED
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<br /> r FD FD F FD ; i � 3 ' � �---r ' RIM:$9.9G
<br /> _ � 2 �97, . 3 '+ � ' ; `'' f� �'�, "
<br /> ` �-� - � --- � �� , � , � � , f, IE IN:74.31 (12 W) SUBMITTAL�REVISIONS
<br /> JW GASWINT f 1 � °� ; �j c; ; ; � � � �;-' IE OUT:74.31 (12" E) � DATE DESCRIP110N
<br /> 3120 GLACIER PEAK AVE � � , � I � � u ; � I� � �"';'; 1 10/16/17 CITY COMMENTS
<br /> EVERETT, WA , ; i, o � STA:,s+�3 2�,o.00� ' i ' � > � �� % TY F EVERETT EWER N TE : � �
<br /> �_____�
<br /> Q d4 I
<br /> BACKWATER VALVE CONNECTION �-----� d ;,�3
<br /> - - - - - � � , o z TO SEWER, PER DETAIL 622, SEE SS-04 � �� %� '
<br /> �� � � t° COORDINATE WITH STRUCTURAL AND Q " ° �` i// f��; 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE CITY OF EVERETT STANDARDS AND WSDOT APWA STANDARD SPECIFICATIONS.
<br /> ' ' I ' BUILDING PLANS, SEE PLUMBING PLANS � 0 j� v a �� - I'/ f%� �
<br /> � ° °� I o FOR CONTINUATION Q � {' , ,
<br /> � � IE OUT:77.23 8" � � ( " 2. NO PART OF THE SANITARY SEWER SYSTEM SHALL BE COVERED, CONCEALED, OR PUT INTO USE UNT1L IT HAS BEEN TESTED,
<br /> ( � �� , ; -,- � Q � ` " INSPECIED, AND APPROVED BY THE CITY INSPECTOR. ,
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<br /> �'- ' � i � ' � m � (
<br /> _ _ , s � 3. APPROXIMATE LOCATIONS OF EXISTING U1ILITIES HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE.
<br /> n = -�� " f � ' � � 1 �.
<br /> � � ; ; } l� � � � � THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF LOCATIONS AND TO AVOID DAMAGE TO ANY ADDITIONAL UTILITIES NOT
<br /> � ' � SHOWN. IF CONFLICTS WITH EXISTING UTILITIES ARISE DURING CONSTRUC110N. THE CONTRACTOR SHALL NOl1FY THE PUBLIC WORKS
<br /> '3 � � I "� \� � ' � ' I � ` '' INSPECTOR AND ANY CHANGES REQUIRED SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO COMMENCEMENT OF RELATED
<br /> � �.s c9 � , a ..� � r . .
<br /> TEMPLE BETH OR � `;� I (, �� � � ; a i � I � 4 � . / �/�
<br /> CONSTRUCTION ON THE PROJECT.
<br /> (CHURCH PROPERTY) � � � ;� i ; � � dQ "1/ / �
<br /> 3215 LOMBARD AVE � � � � o I �� n � ,� a I ,{f �f �� 4. ALL SEWER MAIN EXTENSIONS WITHIN THE PUBLIC RIGHT-OF-WAY OR IN EASEMENTS MUST BE STAKED BY SURVEY FOR LINE AND
<br /> EVERETT, WA
<br /> GRADE PRIOR TO STARIING CONSTRUCTION.
<br /> ,00.o ,00.o GENERAL SEWER NOTES: ,
<br /> 98.0 • • • • • • • • • • • • • • • • • • _ • • • • • • • • • • • • • • • • • • • j • • • • • • • • • • • • • • • • • • • � • • • • • • • • • • • • • • • • • • • t • • • • • • • • • • • • • • • • • • • _ • • • • • • • • • • • • • • • • • • 98.0 1. ALLSEWERCARRIERPIPESHALLBEPVCASTMD3034SDR35UNLESSIDENIIFIEDOTHERWISE.
<br /> . . . . . .
<br /> 96.0 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 96.0 2. ACCESSTOEXISTINGSANITARYSEWERMAINSWILLNOTBEPERMITTEDUNTILALLNEWSEWERCONSTRUCTIONHASBEENAPPROVEO �
<br /> ; ' ; ; ; AND ACCEPTED. NEW SEWER CONSTRUC110N SHALL BE ISOLATED FROM THE EXISIING SYSTEM. � ,
<br /> 94.0 . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . . FaNISHEDGRADE . . . . . . . . . . . . ' . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . . 94A
<br /> �X GRADE 3. CONTRACTOR TO SUPPLY SPECIALTY TRENCH BOXES WITH BORING ARCHES FOR BORING PIT TO CONSTRUCT THE SEWER CONNECTION
<br /> . - � - � . .
<br /> 92.0 . . . . . . . . . . . . . . . . . . :: :':": - . . . . . . . . ; . . . . .�.� 1_; �.; . . . . . . . . . . . . . . . . ; . . . . . . . . . . . . . . . . . . . ; . . . . . . . . . . . . . . . . . . 92.0 TO EX SSMH #1. �
<br /> � �
<br /> : : � � : � - _ _ ` : : 4. CONTRACTOR SHALL POTHOLE ALL CROSSING UTILITIES AND REVIEW POTHOLE INFORMATION FOR CONFLICTS PRIOR TO MOBILIZATION
<br /> 90.0 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • I� • • • • • •�• • • • • • • • • • • • • • • • • `!r- _� _•_ _•_ _ _ ._ - - - -•-�- • • • • • • • • • • • • • • • • • • • 90.0 INCLUDING UTILITY TOP AND BOTTOM ELEVATIONS. CONTRACTOR SHALL COORDINATE WITH UTILITY OWNER. N �
<br /> . . . . . . . . . . . . . . .
<br /> • • � ' • � y • /� • 5. PRIOR TO MOBILIZATION, CONTRACTOR SHALL POTHOLE AND REVIEW INFORMATION ON ALL EXISTING UTILITIES. CONTRACTOR SHALL � �
<br /> gg p . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � . . . �. . . . . . .�. . .�. : . . . �X, fi .STORM . . . . . . . . . � . . . . . . . . . . . . . . . . ; : . . . . . . . . . . . . . . . . . . gg,p REVIEW POTNOLE INFORMATION ON UTILITY DUCT BANK, GAS LINE, POWER LINE AND OTHER UTILITIES AND ESTABLISH DEPTHS (TOP �„�..�
<br /> • EX. GAS� � � POWER �-EX. GAS • �EX. WATER � • E ' AND BOTTOM) OF UTILITIES IN THE PROJECT WORK AREA. CONTRACTOR SHALL CONTACT ENGINEER WITH ANY UTILITY CONFLICTS. �
<br /> 86.0 . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . : . . . . �. . . . . . .'. . . . : . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . .I . � : . . . . . . . . . . . . . . . . . . 86.0 �
<br /> . APPROXIMATE� I . `EX. 12" WATER � � . 6. TYPICAL TRENCH SECTION PER COE STD DWG 614 ON SS-03 (TYP) '- � O
<br /> 84.0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .BOI�IW�'PIT � . . . . . . . . • . . . . . . . . . . . . . . . .� . � . . . . . . . . . . . . . . . . . . 84.0 � � .
<br /> ; 25'x12'x18' �3EEP OR � •� EX. FIBER OPTIG CON�'RACTOR � + � : NOTES. C7
<br /> 82.0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .ArS•REQUIREU . . . . . . . . , . . . . . . . $HA�I- F�E�O �R�FY.�n�AI1QN.4F . . . . . . . _ . . . . . . . . . . . . . . . . . . 82.0 � �
<br /> . . . i. . . . . .�. • Z
<br /> 2' MIN FIBER OPT1C BANK PR10R TO I I . ^
<br /> � CONSTRUCTION. CONTACT ENGINEER 1 I • 1. EXISTING UTILITIES SHOWN IN PROFILE ARE DRAWN AT APPROXIMATE DEPTHS, CONTRACTOR SHALL POTHOLE EXISTING UTIIITIES TO Q �l �
<br /> 80.0 . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . : . . . . �. . . . . . .�. . . . : . . . . . . . W�TM'ANY �11Un'C�NFLICTS. . . . . . . . . . . . .� . � : . . . . . . . . . . . . . . . . . . 80.0 VERIFY DEPTH BEFORE INSTALLATION OF SEIhIER LINE. � Q
<br /> � � . . I I
<br /> 78.0 • • • • • • • • • • • • • • • • • • ' • • • • • • • • • • ' • • • • r • • • •I• • • • _ • • • • • • • • • • • • • • • • • • : • • • • • • • • • • • • • • • • •� • � _ • • • • • • • • • • • • • • • • • • 78.0 2. EXISTING TROLLEY TRACKS MAY EXIST IN BROADWAY AVENUE - CONTRACTOR SHALL TAKE CARE TO AVOID DURING BORING � �
<br /> , C � , � OPERATIONS. DEPTH ANO LIMITS OF TROLLEY TRACKS UNKNOWN. CaNTRACTOR SHALL FIELD VERIFY PRIOR TO CONSTRUCTION. � "
<br /> � O F-
<br /> 3 76.0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �. . . . . . . .117'LF DF t2" � 1.50% . � : . . . . . . . . . . . . . . . . . . 76.0 w � (-
<br /> � BACKWATER VALVE �1 . �'� ��-� . 1�'LF OF 12"� � �
<br /> N . . . . . . . . . . . . . . . . . . .BpT.TQM.Of. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
<br /> �, 74.0 �• . . �: 74.0 �
<br /> � STA:16+23.27, 0.00 ; BORING PIT , , c� w
<br /> � BACKWATER VALVE CONNECTION . . . � � . � �
<br /> °° 72.0 . . . . . . . TO SEWER, PER DETAIL 622, SEE SS-04. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .� , . . . . . . . . . . . . , . . . . . 72.0 o L.L1
<br /> o COORDINATE WITH STRUCTURAL AND � • BORE CASE UNDER • a
<br /> � . . . . . . BUILDING PLANS, SEE PLUMBING PLANS, , , , , , , , , , , , ; , SSMH #1 � • BROADWAY AVENUE •
<br /> � 70.0 • . STA:16+68.78, 0.00 . . ; . . P�R'DET'AIC 61$ AND. . . . . . . . . . . . . . . . . . . . . . . . . . 70.0
<br /> � FOR CONTINUATION 48"� npE 1 MANHOLE WITH HINGED FRAME AND COVER • 619 ON SS-04
<br /> w 68� RIM:80.21 . . . . • • • •CHANNELIZE BOTTOM STRUCTURE TO WEST, PLACE 8" • • ' • • ' • 68.0
<br /> j . . . . . . IE OUT:77.23 (g" N�. . . . . . . . . . . . � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
<br /> o . . KNOX OUT ON WEST SIDE OF STRUCTURE FOR FUTURE USE. . , z
<br /> 0 66.0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .PER DETAIL 605 AND 610, SEE SS-02, SS-03 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 66.0 Q '
<br /> � ' ' RIM:92.93 . .
<br /> U . . . .
<br /> �= IE IN:76.54 (8" S) �
<br /> . . . .
<br /> 0 64.0 . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . . . : . . . . . . . . .IE IN:76.54 (8" SW) . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . . 64.0
<br /> " . . IE OUT:76.21 (12„ E) EX SSMH #1 � , �L,�N AP�RO�/ED �
<br /> ' 62.0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . i . . . . . . . . . . . . . . . . . . . , . . . . . . . . . STA:17+95.45, 0.00' . . . , . . . . . . . . . . . . . . . . . . 62.0
<br /> � • • • REMOVE EXISTING FRAME AND LID • v��� �' '`� W
<br /> N ' ' ' INSTALL HINGED FRAME AND COVER ' ' u��csE�v�cEs S1ATE � �
<br /> Q . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � -
<br /> � 60.0 , , CONTRACTOR SHALL SAWCUT AND REPAIR , fi0.0 �
<br /> ��i��GE eRosaor�
<br /> �UBLIC 6�/ORIFCs ' w
<br /> � 58.0 . . . . . . . . . . . . . . . . . . � . . . . . . . . . . . . . . . . . . . � . . . . . . . . . . . . . . . . . . . � . . . . . . . . . PAVEMENT AS REQUIRED, SP R DETAI MI610 S OX.SS'x�53 . . . � . . . . . . . . . . . . . . . . . . 58.0 ����t�z��F�+T (!�
<br /> � ,
<br /> � . . . CONNECT TO EXISTING SSMH. .
<br /> L'IfATEFt �
<br /> w 56.0 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •CONTRACTOR SHALL FIELD VERIFY LOCAl10N, DEPII-I (IEs) • • • • • • • • • • • • • • • • • • • • • • 56.0 R� UYRED PRIOF2 TO ST�^.'i'TPtG
<br /> ¢ � �J�-- A q USLIC 1NORSCS PERAfEi PS
<br /> i
<br /> Q : ; ; A N D S I Z E O F S S M H P R I O R T O C O N S T R U C T I O N ; 5���� A N Y G O N S i R URION ��v T;�:s (� ,
<br /> CONTRACTOR SHALL RECHANNEL STRUCTURE DR4]ELT I� coNflm��:;t eer� Q
<br /> J GURit£NT CISY STAf2DA6i6S AttD
<br /> � 54.0 . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . . 54.0 rw,F -
<br /> 0
<br /> RIM:89.96 �x�r��s� u�� E-
<br /> ° . . • IE IN:74.31 �12" W� . � ����,��� ��R��s�ou,COMSTRUCTION NAS
<br /> � . .
<br /> Z52.0 . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . IEOUT:74.31 (12„ E� . . . , . . . . . . . . . . . . . . . . . . 52.0 z
<br /> � . . . _ . � Q
<br /> L Z 50.0 50.0 � �
<br /> � ¢
<br /> � � 15+50 16+00 16+50 17+00 17+50 18+00 18+50 �
<br /> � } � i
<br /> ~ H
<br /> ��W
<br /> � SEWER PROFILE #1 o Zo ao �pSo DWA�R�rs �„�BY
<br /> ? ¢ SCALE IN FEET CALL BEFORE YOU DIG: �� f"
<br /> � SAMI ORDONEZ 17 OF 32
<br /> � �P o
<br /> �Q THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR � - 2 .
<br /> � � - � SHEET TIT�E
<br /> � " 0 5 10 THE LOCATION AND PROTECTION OF ALL EXISTING A � �
<br /> � � UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY o �v
<br /> � N SCALE IN FEET LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE �'S �FGIS66ER�O �,�� S S�O 1
<br /> � W UNDERGROUND LOCATE LINE 811 OR 1-800-424-5555 SIONAL ��
<br /> �� A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. 12/19/2017
<br /> ��
<br /> � .
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<br />
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