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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 �
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<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 ( �
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<br /> �/\�/\�/\�/���,\�/\�/��/\�/�/\� GRAVEL BORROW �„
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<br /> DRAFT
<br /> . °oo° o°oo°oo°oo°oo°oo°oo°oo° cPo _ PR�CAST DIVIDER , �� x �
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<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 � � : ,� ,� .
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<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
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<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.
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<br /> � �� ° . c�oTExT��:� FASRfc ���� � � 7 GREA�E INTERCEPTOR SINGLE VAULT SYSTEM
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<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 . . . � . . � . . � . . .. . .. .. . . . . . . - . � . . � . � . � . � . . . . . . . . . . , . . . _ . . . , . . . . . . . _ . .
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<br /> . . �:: .� 1 1�2"
<br /> . �! � Q \,,\\ \\ \��\\ \\ � o � p � o � o � SEPARATION a o _o o �`� � �'.. CRUSHED SURFACING BASE COURSE
<br /> � \//\//\//\//�/ GEOTEXTILE FASRIC � ,
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<br /> °' /�/�/�/� ` '�� : ,, �, .'.. ,,�� '�.. ; . MIN 1.0' COMPACTED DEPTH
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<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
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<br /> +� . PROJECT ENGINEER: SCAIE:
<br /> � � �� � a N. VANDERHOR5T AS NOTED P�RT C�F EVE RETT . DWG. N4. � .
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<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.
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<br /> . _ �_:�, N 425.493.5221 � "� c� .
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<br /> . www.otak.com 1 11/9/18 KCK CITY OF EVERETT COMMENTS
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<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 � .
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<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
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