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_ �� xR�F usT S1TE WORK AREA 6" (MIN.) , ' * n ,� CON7RACTOR TO COR� 1 <br /> » DIM A DRILL OR KNOCKOUT P�P� '., <br /> .' ^ _ ~ _ AS NOTEa ON PLANS SAND BAG, TYP. S£ALED EDGES 4 HMA � H�LE IN F'IELD . <br /> i ;� l.tscale: 20 � . � (SEE NOTE 3� CLEAR ACCESS OPENING <br />. ; -------- 6" CSBC <br /> EX15T. PVMT ;$:. <br /> , �? Resolved � <br /> __ _ . � <br /> � i, A�iNa .eas�rna - 20�a� `` � SAWCUT EDGE EXISTWG GROUT �OTM SiDES. ' r � <br /> MARINA UTILITY A� - 20�4 � o PAVEMENT � -04� �,<, : : . ..a :.. ..... b.:: . . . �. . : ., � , .a (TYP.) KNQYPI�AL (.: : <br /> C492BU600 �- � . < ., <. „ :. •., 4� • :. � . . , : <\' . /. --� /„ ---_. / I ( � <br /> -------- � � � \,\\ \\ \\ \\ \\ o o O O 0 0 �\ �\ \\ �\ \\,, � \ � � a <br /> � - ,, / \�\/\/\/\/ \/\/\/\/\ s <br /> : <br /> .!i��i��i��i� ; � ��i�%��i�!i � A / 1 / / A' ' � <br /> .�.� � _ , <br /> ��,��,��,��, �� �����, . <br /> ,,a o o p _ -.i��ii,�ir,� i� ���%�� . � _ �� .� �- rr — + . r� - � " <br /> � � <br /> . Q°� ° o° ° ° �°o° o° SEPARATION � �.r � . �..� �..-�' <br /> a / � � / <br /> _, \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ �� �� ' GEOTEXTiL� FABRIC ' <br /> . \ \ \ \ <br /> \ \ \ \ \ \ \ \ \ \ \ <br /> ; ti 4 WIDE TRENCH •i <br /> . ,, �i��i��i��i��i��i��i��i��ir�i��i��i��i��i��i� , � \ � . <br /> %�i��i��i��i��i��i��i��i��i��i��i��i�����!� �. / �. / ..� / <br />. ;+ ;ii��i��i��i��i��i�ii��i��i�ii��i;i���� <br /> �/\�/\�/\�/���,\�/\�/��/\�/�/\� GRAVEL BORROW �„ <br /> �:� \/��/////\/j�//\/\r\i`�\, <br /> DRAFT <br /> . °oo° o°oo°oo°oo°oo°oo°oo°oo° cPo _ PR�CAST DIVIDER , �� x � <br /> � , Oo0o0o000 O Oo0a0�0 <br /> op o�o�o�o�o�o�o�o o �' � -� �- � - +��� <br /> GRAVE� BACKFILL F"QR 000�o�ooOooOoo0oo0 Oo�oo <br /> PIPE ZONE BERDING <br /> KNC�CKOUT „ � �:��� � <br /> . PER WSDOT 9-03.12 3 Oo°��o� �o�o 0 12" SD 8 : <br /> - � } °�op°g o Oo0° P�..AN VIEW SLOT BOTH SIDES <br /> � : � O�Oo Oo o O�O�� .�.,� C.�� NOT TO SCALE <br /> . ., No-rEs: �oo��g�g8 0 0 0�o . <br /> 1. CONTftACTOR SHALL ASSUME THAT SAND BAGS ARE Tt7 BE SALVAGEp AND OooO°�OooOooO�O�O�O00000Op - <br /> ; : REUSED. *INSTALLATION OF �INAL 1.5" HMA TO BE MIfJ. 6" <br /> � � COORDINATED WITH OVERLAY IN ONE COMPACTED VEN7 PIPES ADJUST TO GRADE LOCKING FRAME & COVER AIR & GAS , <br /> _ ;; 2. `�:CONTRACTOR SHALL PROVIDE A STOCKPILE OF SANQ BAGS SUFFICIENT TO � FINAL LIFT. ��pT� QPTIONAL TIGHT 3 PLACES (2 PLACE5 ON 577--GA) . <br /> ;.,; ., <br /> COVER ANY PHASEQ CONSTRUCTION DURATIaNS. <br />. , TREN�H TYPICAL DETAIL - <br /> 'i 3. �SAND FILLED FIREHOSE .MAY BE USEQ lN L[EU 4F SAND BAGS WITH TESC �-F �j / / / / / ; <br /> � . SUP�RVIS4R APPROVAL. . _ � �\�\�\�\/�\��\ <br /> .. NOT TO SCALE � _ _._.�.,�:._.._.� �//��//��//��//�/i� <br /> z _ ��7 � �\\�\\�\\�/ „ ,: <br /> . 4. `CONTRACTOR SNALL STOCKPILE 50 L�' OF SAND BAGS �OR EMERG�fVCY � n n �� f I�/j��/�\�/\�� 8 , `� ,-:., <br /> _ `APPLICATION A3 THE DIRECTION 4F THE TESC SUPERVISOR. ( � � /i�/i�/i, -�7 <br /> :. �. � , PER PLAN , <br /> � . � <br /> . ' . . � . � . � . � . . � . • . . � . . � . . . . . . � � . . . � . � . . . . . :fl' . ' �.�' � �' . �'�A �;'p . . •. � . - . . � . , . ' <br /> . . . .. . . . . .�. .��� ; . •�. . <br /> �AND BAGS AND INSTALLATICJN �iN,sHEo cRA�E - <br /> � � COMPACT CRUSM�D � WSPECTION � � �.'' ����t � � -.� . <br /> .:�; IN�.ET I TEE (TYP.} �_ ! <br /> . �:a � � C--7 NOT TO SCALE . SURFACING TOP COURSE FINISHED GRADE � � �.. _.._ _ ..._ � _ � � -- OUTLET � r <br /> AT tANpSCAPE � ^� ...,_ _. T � .._ _ � T .� . <br /> -, EXISTING WALKWAY CEMENT CONGRk�'E I � TEE � 1 .p � ( . <br />, .i GRAQE SIDEWAI.K ; I � � � . <br /> .i I I '.�� _ <br /> � �_ VARtES 10' MIN. WIDTH 3' LIFT STATION EXCAVATION PER PIAN „ .� � � h � . I I � � �, g <br /> � .' TEMPORARY 0.02 FTj�'T 6 T�P 5QIL � � a, ( � ( ( �� . , <br /> CHAWLINK FENCE �� , 4 4 a � TYPE A � � w Q � l I � a � � : ,� ,� . <br /> ° , 4 4 . :, � . . . . � � <br /> . _ . <° , . � < �a' 8 gQ' � . z . <br /> Q ��i��; , � ( <br /> � O ao 4" 0 O O � a � o O %\�� —7 � ':a N a ¢ � � :a" � l I � o <br /> . . �� 3 <br /> � � W �. .� � �A N � �I <br /> ., . '`�i!%�i ii����i��T��� �`� °�—° � . - . <br /> . , w w ,,:� <br /> � •. , <br /> : �: <br /> ,, � � SEPARATION GE41"EXTILE FABRiC , .. . � :., . . �. . � �: � � c�j .,�` c�j o ' <br /> + ; / � � . � . . . . . "�0 � `— • `— , <br /> GRAVEL BORROW „/ P: <br /> . <; •\��/\�\i\�r\�j\ ';. ,•..::• \/ -/ ; . . , .. . . �. , �• : . • �'�., ,.. . . . . .4..� '.. ' �. :�. . .�".� 'P . : : , f�; . <br /> .", � �j/� WARNING TAPE, �� Q . .�. ��. Q.. . � . �b �. '� �� ��'.� '.D�'.:'� • �.a��:`� ����. a� . � <br />� � TEMPORARY CONC. BARRIER j� ` \// 12" �ELOW GRADE (TYP.) . :. . �GR4UT ALL AROUND SLOT . . <br /> `�' �� \�� � �: .. : ��.. . BOTH SIQES <br /> � SHOR{NG SYSTEM f'ER CONTRACTOR � . ' ,, . ,� 6 MIN. COMPACTED DEPTH � LENGTH � LEN6TH ` <br /> / // ��, �i���/ i�//��//��i � .' `,.. <br /> � r. TEMPORARY CHAINLtNK FENCE �\ SUBM4TTAL, SEE SPEC(FICATIONS �j� <br /> , _. ` y� ��/\ 12" BACKFILL �'OR SECTI�N VIEW r!,—�� .� <br /> , j ��/• SAND DRAINS . <br /> _ \\ �j\ CONDUIT AND CONDUCTORS PER - <br /> . /� �j/� ELECTRICAI� PLAN, N4TES: <br /> .; �� DEWATERING SYS7EM �f� SE� SMEET E-�2 GALL4N ,CAPACITY 3000 . <br /> // PER CONTRACTOR �// 1. CONCREI'E: 28 DAY COMPRE5SIVE STR�NGTH F'C = 7000 PSI, '° <br /> ,.' ' %/\� SUBMITTAL SEE �//� SUITABLE UNDISTURBED �lATIVE MQDEL N4. 712--GA . � <br /> � , <br /> - ' ,��\\ SPECiFICATiONS ��� t�R C 4 M P A G T I M P O R T �f t L DIM »A" 13'-�» 2. REBAR: ASTM A-615 GRADE 60. . <br /> ; ,�// �//, MATERIAI. . <br /> '� '��/�� ,�.:.. .�..�..�:.,:;�:.. .:�; ,.,._ �//� DIM "B» $'_0" <br /> � � � � TYPIGAL GCJNDUIT TRENCH H� sT . � �' � <br /> \ - �t�` \ . 3: MES . A M A-185 GRADE 65 <br /> �;:: <br /> � 5 <br /> .� � � <br /> , .. .. ... . .. � ..... <br /> ... ..:�..: :.:... ...::.. � . ...::.:�::..:.�:.:�. .: .�.:�..:......:...... � <br /> . .. :�:.��:,:.� �:::. ..:...:..:::..:::�.�::..::...:,,::.........: ....,. ,::. ..: b ...:..:...:.. ..:,. .:.>�.:.. <br /> ... . ... . . <br />. '� \�/\��\��\��\��\��\��\��\��\��\�����\��\��\��\��/��/��/��/��/��/,,��/��//��� a!M »C„ 8'--7" <br /> ;_ � ./�,,�i..�/..�i..�/..�i,,�i..�i.,�i..�i,,�'i,,�i..�i��i��i��i��i:�i:/i��i�/i:/i��iE �-7 NOT TO SCALE DIM "D» 5'-1" 4. DESIGN: ACi-318-02 BUILDING CQDE ASTM C-857 "MINiMUM <br /> _,. STRUCTt1RAL bESIGN L,OADING FOR UNDERGROUND PRECAST ��_�� <br /> , , <br /> WATER DEPTH DIM "E" 4�_8,� CONCRETE UTILITY STRUCTURES".. <br /> . . , „ • . ' <br /> � Y-� 2 LIFT STATION EXCAVATION SITE L�GISTICS <br /> _ _ 5. L.OADS: H-�20 TRUCK WHEEI. W/ 30% IMPACT PER AASHTO: : � . <br /> C--7 NOT TO 5CALE <br /> - .., 6. F1LL W/ CI.EAN WATER PRIOR TO START-UP OF SYSTEM. . <br /> EXISTiNG GRADE - <br /> " � 7. CONTRACTOR TO SUPPLY & INSTALL ALL PIPING & SAMPLlNG TEES. <br /> i � CONCRETE SIDEWALK, SEE 8. GRAY WATER ON�Y, SIACK WATER SHALL BE CARRI£D BY SEPARATE ' <br /> � - PAVEMENT RESTQRATION PLAN �.. .t �.:4�..�.4''^ .��F°..�' `.�� .. . � . <br />. ` � . � _ .-. CSBC � ' ^ � _. � ._ SIDE SEWER. <br /> �;, Z � . : <br /> C1TY (�� �VE���'�" <br /> , a.. <br /> R�VIEINED ��� P�l�i�f`� � .: .,;:� <br /> 3 .� s��,aRAr�o�v o o �, o � o <br /> � �� ° . c�oTExT��:� FASRfc ���� � � 7 GREA�E INTERCEPTOR SINGLE VAULT SYSTEM <br /> o . . <br /> _I . . . . . . . . . Z � . . . . . . . . . . P P O O O . . A 77 QI �OUT � . . . . ' <br /> Y <br /> - � o � o o .-, o o '� ;; p � C_7 N�T TQ SCALE _ ; <br /> � w 4" HMA LIMITS OF 57RUCTURE �10.00 � 3.00' SEE SHEEC M-2 FOR <br /> _ � ..; i SEAC.ED EDGES �. � EXCAVATION o - � � o 0 <br /> LIFT STATION DETAILS <br /> � ` SEAL EDGE . <br /> � BACK�ILL 1-1/2" ASPHALT CONCREfE WEARING <br /> o EXIST. PVMT � Q 6,� C56C , - <br /> ' O p � 6 O O I � p . <br /> " v � Q z C�URSE <br /> . `, � 12" PVC IN ti EXISTING ASPHALT CONCREfE � <br /> �� N ` PAVEMENT GRIND EXISTING PAVEMENT . �y . <br /> , .�. M . . . � . . � . . � . . .. . .. .. . . . . . . - . � . . � . � . � . � . . . . . . . . . . , . . . _ . . . , . . . . . . . _ . . <br /> ...., a; � . �. . ' .. . � . - ' .. . � .. . .. a,- .a . . �..� a `�• . . . � .. . .. . .. . .. � � .. . �O O O � . . � _ � . D . . .. � _ � .. . .. ' .. . � .. . � . .. . .. . .. � . � � .. � .. . _ . .. . _ � .. . . . <br /> . . �:: .� 1 1�2" <br /> . �! � Q \,,\\ \\ \��\\ \\ � o � p � o � o � SEPARATION a o _o o �`� � �'.. CRUSHED SURFACING BASE COURSE <br /> � \//\//\//\//�/ GEOTEXTILE FASRIC � , <br /> , : <br /> °' /�/�/�/� ` '�� : ,, �, .'.. ,,�� '�.. ; . MIN 1.0' COMPACTED DEPTH <br /> , . ., o ����/%��%��%��%��/��%��%\���\�\\ ,.� . �4 <br /> ..s �. � �' . <br /> : � „ " � � <br /> _ M C4MPACT SUBGRADE �; �-. <br /> . � AS NECESSARY <br /> . :. <br /> .o FouNtiArioN �A-r�Ria�, CLASS B, $ ASPHALT GC.�NGRETE OVERLAY <br /> � PAV[NG DETAIL LIFT STATION RESTC7RATIC)N M,�v. �.a' coMpAcr�p Q�pT� � <br /> ' x NOT TO SCALE ` <br /> �; CALL BEF�RE YOU DIG � C�7 : <br /> � � 1--8�0--424--55�35 C-7 N4T TO SCALE C—7 NOT TO SCALE �f � T S S H 2 2 X J g- �o . <br /> . L=; �� REDUCE �CALES ACCORDINGLY <br />, s <br /> � �z� . <br /> +� . PROJECT ENGINEER: SCAIE: <br /> � � �� � a N. VANDERHOR5T AS NOTED P�RT C�F EVE RETT . DWG. N4. � . <br /> . � . . . . . .� � ' M1;. <br /> .., � . . . . ' .. yj� � . ' ' .. . Y .. <br /> , N <br /> �`# � ��' . DESIGNED SY: DATE: T � <br /> � � O� .� 2731 Wetmors Avenue, Suite 300 C1� ,_ � > �p � � � � � � � � � � � �� �� ��� I � � � <br /> �o k Everett,WA 98201 � . . STEWART AUGUST 2a18 CIP N0. <br /> �� � <br /> . _ �_:�, N 425.493.5221 � "� c� . <br /> �, _____ 0-0 0--C}1 <br /> . www.otak.com 1 11/9/18 KCK CITY OF EVERETT COMMENTS <br /> W <br /> . a�,wN sY: �H��KEn BY: A I� D G R E A S E I N T E R � E P T� R S :. <br /> , VERETT � . <br /> �. , , <br /> `� A. K A Y A N q A N. V A N D E R H O R S T P R O J E C T � <br /> , � , c�� �o No. MR=SM-2�17--Q6 <br /> "a z° P.O. B O X 5 3 8 0 8 1 5 1 8 K C K I S S U E p F O R P E R M I T R E V IEW � _ �f�l� � <br /> - � EVERETT, WA 98206 � f APPROVE BY: . � . Y <br /> - �'`�r"�'` . ������ r'� C I V I L D E TA 1 LS <br />. : ;, � � (425) 259-3�s4 PROJECT 32492.CQ0 No. oATE s� REv�s�ON �o. D,4TE �Y REv�s�oN - SHE�T' N0. .g OF '� 4 <br /> ; <br /> . "�'� <br /> . .. .... . . . . . . . . . . . . . . . j3: <br />