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� � � <br /> ��� <br /> ,,� �� ,�� \\ ,,, �,, '`. ��;:,� $� i`� <br /> '`:S;d� � , `PT� \ \`„1 �. ��, � ``� $'`'`c> ;'�.�. <br /> �`�� �� ��%' "��`' o ` � '`�.. �^'� `�',� ,� �'°�,, `��'�;,'� Point Table APP <br /> �� �f � ` `� �, `� � � �� , � PU8L1rW �°v�D CO �ISTRUCTIQf� NOTES t <br /> � �- � � Point � Raw Description Invert Northing Easting RK� D��'��MENT <br /> � �. `�:, `�,;,.,� <br /> t5'�� �'`�� �,,� o `�� ,,o `� �,,�A � <br /> �`~-�. � �,�i'{t°• `�,r � o \ � ``�'`^. �``°�,� � `�. 0.�`'"'a �Y�.�.�L����L'✓��.�....�.�,, l 't' <br /> f`� T � 4 <br /> �,,�� , `� ��S'�,�, o �'��;i- JET FUEt � �,,, '°� ry 1 6" CONNECTION TO EX SEWER PER SHEET C590-3 339667.31 1285741.92 �.��-s� ; - �� 1 SUPPORT EX ELEC DUCT BANK PER ' <br /> �.� �� � �-,�` �q��,,, ' �' o � L E �.- `�.,, �"-�,., <br /> -y I�ATE _ _ � � J � L� <br /> _ � -. ,,. <br /> �i_. �'� �r � . ''�� ' ,, „ �rITY OF EVERETT REVIEWED FQR PERMIF - C59� -Z <br /> ��� `�' ��F � �, o \� PROTECT IN ��_ �. �.�_ -� 2 6 PVC 45' BEND PER SHEEt C590-3 339680.39 1285741,67 <br /> � 1..�`~�.,� �., � � _ �i' ,/ o o \� _;.^ PLACE EX FENCE �`~s ```�� ``�.,� �.w _ <br /> :. . <br /> " �'� � 3 INV AT P TRAP PER SHEET C590 3 339696.49 1285724.99 6 <br /> � � ,� �._� ,� �, / •,� o �`�',�', � �'`�'-..�, �```�.�,, °`�� � WASHDOWN STATION PER <br /> � ��'`�.';� ����``~_�� . � r '�'��'r�`,'� ° o \� =i e `'�.,. �`��� �``°-�� 4 6" FLOOR DRAIN INV PER SHEET C590-3 339567:3Q 1285699.00 - C591 -1 <br /> � .. f �, �. � <br /> �� <br /> � `� '�� � � ' ° "� `� 5 6" WYE PER SHEET C590-3 339562.78 1285681.64 <br /> �',�C`� \ �� BOEING PROPERTY LINE <br /> � v\�`; ���,``~�� �, v}, ° � -� `°�. ��~�; 3�, CONNECT DRAIN TO EX SEWER PER 3 <br /> o .. •..,. �' � � 's' o � �•,,, '`�,�.,. <br /> . -. ~� <br /> N ��. �. �. ���.�� � \\ `� ��.. � ��>. �� 6 3"x6p TEE 36" MIN COVER 339387.11 1285711.23 - C591-2 <br /> 00 � � � � '~-.,� � � �,>_ � . <br /> a � �4 �.. �� .-� `°,. -� . <br /> � °��'�� �', �'`` �_ � ,�� o �� �`a, �'�'~�•, ~`� 7 90' ELBOW AT WASHDOWN STATION 36" MIN COVER 339552.35 1285711.08 <br /> � ��'`�, � �=�8 ,,�'¢�-�-_'S�f �� ��`�ti `. �"�., - 4 VERTICALLY RELOCATE ANY EXISTING CONDUIT IN <br /> � � �,�'`; �'����°� p� �_�� ``�_�. � � � ��`� ``�., 8 6" PVC 90' BEND PER SHEEf C59�-3 339558.50 1285699.00 CONFLICT WITH NEW CANOPY CONTAINMENT TRENCH OR . <br /> ¢ '; ��. ,� D,�^,�i�` ti�` 4 � . '`,' �.�, � <br /> o � ��, , �A ,.�f'p ��9� `- �., �/ �,'� ~�,,, �-._ PAQ FOOTINGS. PROVIDE 18 MINIMUM SEPARATION <br /> �'�� �� �p����'�, �� `�y� �,� �� '� g 6" VALVE PER SHEET C590-3 339558.50 1285691.82 BETWEEN BQTTOM OF CQNCREfE AND TOP OF CONDUIT. <br /> � 1�, CANOPY 45-61 y � ! �' / : ��_ � g fi�, <br /> i�, <br /> ��' EICING TRUCK �'��'�.. `�3 ` �� 10 6" PVC 45' BEND PER SHEET C590-3 339558.50 1285684.65 <br /> � ``'��, FS ` ,;-� 6 LF OF 6" � ��, 5�` INSTALL NEW 3" WATER LINE A MINIMUM OF 2' BELOW <br /> � � �, TORAGE AREA �. �, 11 ���-1:� �� � <br /> THE BOTTOM OF THE EXISTING DUCT BANK <br /> ,. �,. �,� ,,. DR 35 PVC �� `°°� 11 6" VALVE PER SHEET C59�-3 339686.46 1285735.30 <br /> � � �� <br /> �.� �� ���„ � � � -�_��yR � �� � <br /> � ,��°��: �` »'; �''�� �``��6�� �. `�,., 12 3" VALVE 36" MIN COVER 339393.19 1285711.08 2 <br /> �� �, � 6 INSTALL BALL VALVE PER <br /> �`�`�'� m� �� ��� �� -r'',� - C591-1 �, <br /> ��..,. .,,� `�., <br /> � , � 9 6 .� `°�, �..�'�'�� -�,�`-\ , <br /> ��� � ����. �.. 3 <br /> c �, � �``~ �'�'�° �`��''``� �'��. 7,. INSTALL FLOOR DRAIN AT SUMP PER <br /> �` ��`::a---�----.�w � '� �` � <br /> � `� ��-----�---�------__��-r____�__ '� � `.,�� �. _�.��. �.� - C591 -1 <br /> e <br /> � m ;' 3 . <br /> o `.� ` r7 I ~�`:;� `��. '`� `°� <br /> � �y ,�� � � <br /> � �`�d � '`-��-��____-_ ;�� ; �` f`�,,� \� �'`'.�..� , <br /> � �`� �� + -_--�_ �.. � ``� � �..� -�" <br /> 4 <br /> �'�"� �� �`'�� � � � `\� PN05-3 4`�ro � 8� INSTALL FLOOR DRAIN AT TRENCH PER _ C591 -1 <br /> � , <br /> `� ,- � �� , � <br /> � , .� �. � '°� C8-1 ��~y-.,. <br /> � t� ��.p � <br /> � ``---���"'-"-��� � � U ' +. �-e,, o <br /> �"Ot �� ��./ ---____-�----•---_�._.____--------_ � � ""e� b � <br /> \ -`-- _ �' <br /> '� ,�--��-- <br /> � � � .�---__.�._�� `'------__.-`=-��--._. �-`'�.. �'\ <br /> '� ,e �"�z: �, S5MH � �--� m4 � ""-== ``�.. �� 9 INSTALL CONC CAP OVER SEWER PER <br /> .� : <br /> LIMITS OF MAGNETIC � �` �' �'� RIM = 545.77 �`� ' - ���'�--W`-�----..�_ ��``��.,. � `�... �i ' S <br /> � <br /> NEUTRALITY ZONE � {,, �� 1NV = 535.54 �,� � ~-=�-; �``� CAP MAY BE ELIMINATED IF 18A DIP SS <br /> � `��., �,r ��.;;,______m__� `.,� `.. IS FOUND TO BE IN GOOD CONDITI�N - C591-Z � <br /> ` ,�°� �J � SSMH f`� '�� ��``� ���"%r'� AND IS APPROVED BY THE ENGINEER <br /> SS LIFT� � � � PN05-2 ``�.,� <br /> ��,/� `` 15" INV: 535.4� SDMH ' <br /> STATION '" I <br /> f� `�,, I� 21�� I NV: 529.6' �g� Pl.���ED `"'��,� <br /> ,� � ��,a CANOPY 45-62 �'�.. 7 <br /> • N ! d� � t�7 c� Ca a��a� --r' __ SKYDROL MULE ' �'�`�.,� <br /> 10 INSTALL NEW UTILITIES PER C290-03q C591 -1 <br /> � y --- <br /> 4�,� �. o I �_.._.� C�y� S, �„ N ��� � _ STORAGE AREA �� >,., <br /> � <br /> '`f � � (� �r' �� ��'+.~^ (� � � ! 11 CONTRACTOR TO VERIFY IXISTING SEWER INVERTS PRIOR <br /> � TO INSTALLING NEW DRAINS. <br /> ,,,�' 3'x2' SUMP � � � . � ti. �� I � I � � �� � la! BUILDING <br /> 4, GRATE 548.10 D � 4 � <br /> ` --"`---------- _� ;-f 1NV = 544.50 � � �' ° � �` ° � � I � _ ! � 45-54 <br /> � "`' '� a I ��,-�' ' ° " I 12 CONTRAGTOR TO BACKFILL EXISTING SUMP WITH TYPE II . <br /> �,,, , ,:� o r-�-� --� o � � � � � � � � � �. � � �. .� s AGGREGATE BASE ANQ COMPACT TO 95% DRY DENSITY. <br /> 777X WINGTIP 7 INSTALL CAP OVER EXISTING SEWER. <br /> �,,- � PATH ,; , ! � o � ,,- - <br /> �� � � � ,�, �. '4 �- ---f � � � I: � � � �� r <br /> � � g `�� I �' ��, I � � <br /> � Z r`:�'. f+�) � . . <br /> O <br /> / ! .J . � �/�fi �'�, ��_ ` Q � � � � . t � � r`� ( � � . <br /> 'Ci <br /> I� v <br /> �� �'' ` ° � � Q � CONTAINMENT TRENCH (TYP} I i � � � <br /> � �10 � �,$ ° Q �' SEE STRUCTURAL DWGS ( � <br /> o ,�� � �- - - <br /> � /29 L� 2 f( p o o a o 0 0 0 0 o Q . <br /> � �'r O F 6" P V C � �� r---------�--- ( _ . <br /> � � � <br /> 6 REFERENGE MECHA�ICAL FOR , ' <br /> o�; � PIPWG AT GLYCOL T1�\,�KS ______ __.�-�_____ _�`' � - - - - <br /> Vi I .� � \ ���� �1S-�S1S S�i`�^"_.�`-`- _ ) y��l�.�f v -Z -------�_��__e <br /> ta�1{ � � S T S S'i� c c--- ' <br /> W; m ._ '',,, � �ST,. �� �"��`=� �` '�.���'�. 3,r` ,_�,.._.__S S ^c`7S �`si's �� <br /> � �,'s� a ��'' c�( 1 5" �°d � ��--���_�, � ��_.a� - --sr�� �-�S_ <br /> � � ' ' - ��, ��� <br /> � � � � � <br /> I � <br /> �� �" � <br /> � � � � <br /> i � �--� � � � <br /> ��� - <br /> (`� NEW 3� .:,p � , �. � <br /> I � DI WATER �����---srs- srs s�; �6 RC(�-rs srs s-r� srs <br /> � REFER TO SPEC `�"�' <br /> � � SECTION 33 92 20 i <br /> � FOR COATING AND <br /> � 1NSTALLATION REQUIREMENTS � . <br /> (� :�,� 00 01 <br /> � :;, ti <br /> � � � � <br /> 02 � " 03 � . 04 � 05 <br /> � � � � � 1 <br /> _� Q , <br /> �( O6 � 07 = � 08 09 <br /> � '�� - - , <br /> � � � }� .� � <br /> � � ❑ 10 � 11 ' 12 13 14 <br /> � `� �.1 ❑ a ` <br /> � '�� - . <br /> 15 � 16 ' 17 18 , 19 <br /> �� � � e <br /> � � o <br /> � I � � 20 � 21 22 23 24 25 <br /> � <br /> I � <br /> � �'�, � 26 27 28 <br /> � � . <br /> 3 , <br /> v { <br /> 0 5 � 1 -, n <br /> � ��° f ; 2g • 30 <br /> -- _ �s ��- �� --�-- - ��__.�_e_.�._ <br /> x �'IT D�I�! -~-`� _�\ � �� -- � , <br /> rn + ,----- ____"___-�._. .�-�----��. �=`�-------��___---=�s------��-�-�'r�.r�Ss � ,., ���� � -- <br /> �_ <br /> � � � �--- _ ---- ._. � - ______ �-�- � -_�.�-.- <br /> �_ <br /> V � �n�- :=_� � _. �sc �� ��----- --�-. --- __�__ _� -..�1 � �- � _ <br /> : <br /> _ <br /> _____. � <br /> 12 _ -��--_ <br /> � <br /> , � � I _ �. ---�.�--_ � __� �_ � �:- �.��--- _���.�_ _°� K EY P LAN � I <br /> �n � 6 �� tr <br /> � SCALE: NONE ' v <br /> i - 6" �I i� � �� � � ' <br /> � u, <br /> �p � �� ��� � � 20 10 Q 10 20 40 <br /> � o" 4��AT�E� - .-�� �� ��---_____..-�-�-_ � -- <br /> N � � <br /> O <br /> � <br /> � SCALE: 1:20 <br /> � . <br /> 0 <br /> % P LAN . <br /> � � <br /> � SCALE: 1" = 20' ' ' <br /> � ISSUED FOR C4NSTRUCTI4N M W H R <br /> o , <br /> DRAWN DATE SUBTITLE CURRENT REYISION SYMBOL DATE <br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROYED DATE ,�� s ACCEPTABIUTY NATALE 03.18.16 <br /> ��e THIS DESIGN AND/OR CHECKED SAN ITARY SEWER PLAN o3.�s.�6 <br /> 4�4 • el�� S P E C I F I C A T I O N I S A P P R O V E D GARGEYA Q3.18.16 s H E E r <br /> BOE,��� .Fo� � Qp� APPRQVED BY DEPT. QATE HARRIS 03.15.'I6 �� SKYDROL-GLYCOL FACILITY <br /> CHEG ED + ���0 O�� <br /> � ,�'�' H URLESS o3.,$.�6 �AN Q P I E S 45-61 4 - � - 3 JOB N0. COMP N0. <br /> � � 28911 Q ,�Po RPPROYED 7 1 �� 17630644 <br /> �' 8�t BT64`' �. <br /> 8`�t aNAL $'�a APPROVED • . „ s•� DWG N0. <br /> .1s,16 C t V I L M A S T E R E V E R E T f, W A 4 5-Y D-C 2 9 0-0 3a . <br />