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's�� ' <br /> CONTRACTOR T� C4RE <br /> __-_---- SITE WORK AREA 6" {MIM.) „ � DI�A "A" DRILL tJR KNC?CKt}UT PIPE <br /> XREF LIST 4 HMA* <br /> AS NQTE� ON PLANS SAND BAG, TYP. SEA�.ED EDGES CLEAR ACCESS OPENlNG HOLE IN F1ELD <br /> Ltscale: 20� � � (SEE N4TE 3} <br /> 6" GSB� <br /> -------� EXIS7. PVMT <br /> Resolved tr� <br /> ________ �.., <br /> TCB�K w <br /> MARINA BASEMA — 2014 p � SAWCUT EDGE EXISTING GROUT BOTH SIDES <br /> �aR1�v,� u�r«irr A� - zo�a� N� PAVEMENT '�,:�� :�.' ����;' . , �..��'•.. k:: ; . .,� �, .. . � � KN��KOUT <br /> �� �+ 4 � �' (1YP.� <br /> > . . � : TYPICAL � <br /> C4928U600 �- t� . . . ^. . . .� � /`J /"� � � x <br /> � �- . \, \ \ ``�. \ \ C� C5 ca o d \ \ \ \ \,' \ \ `'� U o <br /> --------- �,� ,� ��/��/���`��/��/ �' �`�/��j'��'/���/�� A � � ..._. � .-. At <br /> � �����������\��\�- v , �„ � � , �/����.��,�'j��� � � 11 � — �t - .�► �.' <br /> �°�.°'�ci��°�°�'pao:Q�t��°- �//,��1,�,��\ � � ;��. �`��SEPARATI�N � � �''/ + � + r..� � � �..�-5� -�� <br /> f'e 1 <br /> ti. \ \ 1 `� \ \i����/��� , _ � �`- � _.�-� �� � GE(}T�XTILE FARRIC � 1 <br /> ������,�,ti��ti����������,�����f��ff��������f��,�.���.�,�,����� 4 WIDE TRE�ICN .� � ; ,� �r � �_��; `� `� '�,. <br /> ��� �������,���������� ����������,��. _ � .,._._.. ,-'' ...__._ .�'' .,._._ .�-' <br /> %f�'�i��if�'�,��i���i,���������/�1�' GRAVEL B�RROW ,� <br /> � ' 1" <br /> �\�j�����j/\�j���/�\�f;4�i;,,\f�\. - '` _�" y <br /> �������,��,�'a���'��,�'�<.��� � PRECAST DIVIDER DRAFT , ,t � � <br /> ���'�d'�7�'��'����c�O�P� u7 1 -0 "� <br /> cRAVE� BACK�I�.� FOR ��c�c�����c����U����c � � <br /> PIPE Zt�NE BEDQING �d'��°�a���-.�- � a�,�°�,�r,� ��„ sa � I<NC?�IC�'}UT <br /> PER WSDQT 9-03.��{�} ,�������' ���'��'�`� P LAN VI EW <br /> S�OT B�TH 51[�ES <br /> ���ac��C>�c, �����'��� �._7 N(}T TO SCALE <br /> NOTES; � c� � ����' � <br /> 1, C4NTRAGTOR SHALL. AS�UME THAT SAND BAGS ARE TQ BE SALVAGED AND ��°��������.�p°������� � <br /> R£tJSED. *INSTA�LATI�N OF F'INAL 1.5" NMA TQ BE MIN. 6 <br /> COORDINATED WITM OVERLI�Y IN O�JE COMPACTER VENT PIP�S ADJUST TQ GRADE LQC#{ING FRAME & COVER AIR & GAS <br /> �. CONTRACTOR SHALL PR4V{DE A STQCKPI�E OF' SAND �AGS SUFFIGfENT TO � FINA�. LIFf. DE�'T� OPTIONAL TIGHT 3 PLACES (2 PI.ACES C}N 577-GA) <br /> GOV�R ANY PHASED C{}NSTRUCTIC}N DURATIONS. <br /> 3. SAND F'1LLED FiREHC?5E MAY BE USEp IN �.IEU nF SAND BAGS WITH TESC ,��, TR�N�H TYPICA� C��TAIL fi - � �,� �� f r�{ <br /> SUPERVI50R APPROVA�. �—7 NOT TQ SCA�E `"i `���� , �=�1�-, ���/,j\��/��%����%\\ <br /> �- �_=� �__``�����,�� � <br /> 4. CONTRACTOR SNA�L STOCKPILE 50 LF QF SAND BAGS FQR EMERGEN�Y �le,���/f�t <br /> APPLICATION AT 7HE QIRECTidN OF THE TESC SUPERV1SOR. � � �i��/r`%�'/i� -7 <br /> PER PLAN . � �.. � . � . . . � . , , <br /> -- :�. . _��. �: �. : ;... � <br /> f;. :�;,` ,�.: . ,Q� <br /> .� .4. <br /> 1 �ANC� E�AG� A�D I�1�TA��ATIC3N FINISNE[7 GRADE � � INSPECTION ----�� _°:�: mm^-� � <br /> COMPACT CRUSHEQ INLET - - � T�E TYP. � ,'. �„ � .♦ <br /> �—.� NOT TO SCALE SURFACING TOP COURSE FINISHED GRADE � �.._ _ _._._ _SZ_ _..._ — — �_.} _._. _ � .� �� ` � _... ._ _. .�.. ._.__... .i... �. _ QUT�.ET <br /> CEMENT CQNCREfE AT LANDSCAPE �� � � TEE � 1 '.: <br /> EXISTING WAGRADE SID�YVALK �.' � j � � :�' � � :. <br /> p. I � Y: <br /> i <br /> VAiiIES 10' MIN. WIDTH . 3' LIF�f' STA7IQN EXCAVATIQN PER PLAN „ .'. I � � � f I '� R' <br /> 0,02 �r�� s �a� soi� I I I � � <br /> Y�MPQhARY �- <br /> CHAINLINK F�NCE , . . . -- ..� TYPE A � .�� � I �-► � 1 I ( .... I 1 .��. r� <br /> A Q <br /> , . , �!! y ' n.�s•a . 3 . } � LL' � .� t � � <br /> ` 4 y . , � , .� . . , , ',, '° 4 <br /> �« O � U �pfJ O CJ O Y -'7 ,� d..;p � '�s „�� � � :° ic� � � -'. �-�, <br /> �_� � .� <br /> ' o � ' � � � i� �.......� . � �y � L J ;;.. <br /> L SEPARATION �EOTEXTILE FABRIC J_ '�.-��` :�t. � � •' o ��� <br /> ��C��a . . . <br /> ,`� \ �, • GRAVE� BORR4W �:. . .� �. . �:. . . .. * � . � .. . . . � . .�. � .:. <br /> Y?; <br /> \/\ \ ,��1� :•'�!...,. � \ � .� . . � '�...,, : . �,r,,. :-.. .-, . . , v,. . � : • .- • ' , .. �- e. ' 0,�:',: '� .'"Q;'�'.•�.�..=�.. <br /> \ � WAftN{NG TA('E, _.Q.. .�. Q:. ••... ��:. ..: _� .:•:. ..� , :'�_' :,. ,'..�•: .� .� �.. : �� : �.��� � . . , <br /> TEMPORARY CONC. BARRIER \� ��� 12" BE�(}W GRADE {TYP.} : .. . .. � <br /> �, ��� �R4UT BOTHR�DES SLOT <br /> �, SHORING SYSTEM PER CQNTRACT{}R �� 6" MIN. COMPACTED DEpTN 3� �.ENGTH 1� LENGTH <br /> �'EMPORARY CHAINLINK FENCE ;�\ SUBMIITAL, SEE SPECl�ICATIONS '� `� <br /> / �f' 12" BACKFILL FQR � <br /> j� ��/� SAND DRAINS �N UIT AND CONDUCTORS PER SECTION VIEIN A--A� <br /> \ �� C D <br /> ;\,�� \�� ELECTRICAL PLAN, <br /> �� [}EWATERING SYSTEM ���� SEE SNE�'1` E-2 GAL�ON CAPACITY �o�o NOTES: } <br /> /' PER CONTRACTOR ./�' 1. �C}NCRET�; 28 DAY COMPRESSIVE STRENGTH F C = 700� PSI. <br /> . � \� SUITAB�.E UNDISTURBEt} NATIVE M4DEL N0. 712-GA <br /> /�� SUBMITTA�, �EE / <br /> ,y�� SPECIFICATIQNS '���� MATERIA PACT IMP�F�T Fi�L <br /> DIM "A" 13'-1" 2. REBAR: ASTM A-615 �RADE 60. <br /> '``��� .�. .. . .. , .. . ��``- P � CQ 1.11 C �iM "e� s'—on <br /> ..... ..... .. .� ....:.::..: . <br /> :._.... .:_� :. <br /> _ _ ����'� �::< ::.�. ��.:...;...,:.:� ._�._::�•.::::::::.:�.;�:`=:::��;:':.;'::�`::::.:;��.�`�;°•`.::;..�:::�.:�:;,:::,:':��`�;:'::>�:�.� ��� � 3. MESH: ASTM A-185 GRADE 65. <br /> ������`\��\�\��\� ��1,��\l\���� \���.�``��`�\��\��\�\�\��\��`������������f �—� NOT T{7 SCALE DIM '°C» g'-7" <br /> �/..�i,��/f�'/�.�/,�.�>>.�/�.�/��/�,�`������/,�,�/�,�i��/�,���,�/��/�.�/�.��/�,�/�.�/� DIM "D" 5'-1" 4. DESIGN; ACI-318--02 BUILDING CODE ASTM C-857' �MINfMUM <br /> STRUCTURA� DESIGN LOADI�IG FOR UNQERGR4UND PRECAST <br /> WATER DEP7H t?IM "E" 4'-8" G4NCRET� UTfLITY ST�UCTURES". <br /> � LI�1" �TATION �X�AVaTI�N �IT� L.C}�I�TI�S �. �OADS: H--20 TRllGK WHEE�. Wf 3�% IMPAGT PER A�SHTQ. <br /> �—7 NOl` TC? SCALE <br /> 6. FI�.�. Wf CLEAN WATER PR10R TO START-UP OF SYSTEM. <br /> � EXISTING GRADE <br /> � 7. CONTRACTt�R TO SUPPLY & INSTALI. AL� PIPING & SAMP(�ING T�ES, <br />� � GONCRETE 51DEWALK, SEE <br /> � PAVEMENT REST(3RATI4N PI.AN '. ° . ,. ,�< . 8. GRAY WATER ONLY, BI,.ACK WATER SNAL.L BE CARRIED 8Y SEPARATE <br /> � .'�°<�' '<' 4 4�..��4" � � � .,� ., . <br /> °, CSBC ' -- — - -- --- SIDE 5EWER. <br /> � � � . ✓�� } K � � <br /> ��� ��Jt � <br /> J . � . � +��_ . . <br /> 3 � SEPARATION ���`.�. �c�..���.� `�"����--� � � ¢ <br /> -� � ��oT�x���E ������ �r�--�,��� - � � 7 �`aREA�!E INTER�EPT{�R �INC.��E V�4U�T SYSTE�A <br /> � � � � � � �� �� '. <br /> 4 s 4 DI OlJT <br /> "'� � � N LIMIT� OF 5TRl1CTURE � ° '��` '�;:� �����° , �� _ C-7 <br /> NQT TO SCALE <br /> ,;: w � 4 HMA EXCAVATI�N _ ��?0.40 ;_�. � �,�3.00.� SEE SHEET M 2 FQR <br /> � SEA�ED EDGES � E- � �.�. ��� � 7_ , � �. �. LIFT STATION DETAI�S <br /> - , < �- <br /> �' IST. P T 3 �' 6" CSBC -� a �� �-�,����� � ��`.. � SEAk. EDGE 1-1 2" ASPNALT CONCRETE WEAR{NG <br /> �, EX VM � r� BACKFIL� _.� �'� r,� ��.�'y"�t'' < - COURSE <br /> � � 12" PVC IN � �ri J�� EXlSTING ASPHALT CC}NCREf"E ' GRIND EkISTING PAVEMENT <br /> � PAVEMENT` <br /> �,,, ' .. ,. .. ..� .. . . .�`J �`J � � �c--� � ��,, �' ° )c:�`���� �-1 f 2" <br /> � � . V:: � .. _. . . _. <br /> (J5 .- M Q ' I �. , ,• :. • •' <br /> i � ,,,�� �� �*� �� '�� 0 � 0 0 a fl SEPARATiON - � ��� ,�-� -- '` .,�' � � CRUSHED SURFACING BASE �OURSE, , . <br /> � \//����/��/��/ GEflTEXTII.E FASRIC - { .' � : $ .. ;`< r. ;` . -�� <br /> `t \ � �. �. J c�-�'� . < . 4 .<< . • �� 5 � �- MIN 1.0' G{}MPACTED DEPTN ' <br /> �' ''�%`��,�/%��`,.�,���/j��/f�`�.�',,'` /j��/%��/f��'''�"�'\ - � ,� -� ,� .� � j f { , <br /> l.�'�. .',r' l <br /> Q � /l J - r- '. <br /> � �" ' <br /> � COMF'ACT SUBGRADE <br /> � A5 NECES5ARY <br /> � FOUNDATION MATERIALJ c�ss e, � A�PHALT GC�N�RETE OVERLAY <br /> f � PAVIN .�'`,� DETAIL � LI�T STATIOI� R��TORATION ��N. �.o' COMPACTED DEPTH - <br /> Y 1 G 7 N{71' TO SCALE <br /> CALL BEF{}RE YaU �}IG <br /> L 1--8t�0--424-5555 C-� NC}T TO SCALE �-7 NOT TO SCALE p l�A IF SI-IEET I� �ESS TNA�1 22x34 <br /> � <br /> 1-lE:���� ���lill�����a REDU�E SCA�E� ACCORDING�Y <br /> U � <br /> � PFtt}JEGT ENGINEER: SCALE: ���T �� �E�� I��T� DWG, NO. <br /> � N. VANDERHORST AS NOTED ���� <br /> � <br /> � ��` t�' . � A� u�T ��,� � � lJ T � � � R I i� � L. I �T � T,�„T I � �I <br /> t 2731 Wetmore Avenue, Suite 300 2 �j�0/19 DAS RECORD DRAWING REFER TO DESIGNED BY: �ATE: <br /> � �,,,�� �V�r�tt,WA 98201 t�RIGINAL DRAWINGS D TEWART G � �1P No. <br /> N 42�.���.���, � � D � R E�� E I � T E R � � P T C� R � 2—�}—t?5(7—D 1 <br /> T www.otak.com 1 11 j9j18 KCK CITY QF EYEREIT COMMEhITS ��R DRAWN BY: CMECKED BY: <br /> � ��I ����"�t��� SIGNATl1RES q. KAYANC?A N. VANDERHaRST PR4JECT <br /> � a�Q sEa�.s �c�. MR—SM-2C}17—�}fi <br /> ; P.C3. B(?X 538 O 8j15f 18 KCK ISSUED FQR PERMIT REVIEW APPRflVED BY; <br /> � EYER�T1`, WA 9$2(}6 <br /> a ��.2�} 2��-��s� PRUJECT 32492.��}Q NtJ. DATE BY REVI5IC}N N0. DATE BY ��visior� �IVIL DETAI�S sH�Er No. g GF � �j <br /> � <br /> , - <br />