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I'� I- ,,, ; � � ���. �.��- ; I', � -�=-Sp FLOW DIRECTION <br /> ��,'.,} . , .r . `, <br /> . �_„ _�___ . _____.__�_.____ _____ ..__:___ . _� �_T�._ ___�. .___ � -� .l. .�l . _��_.... _ ,.�__. � � «�_��.{,- �__. �t__�: .�.l_l__�_l_� �_-t_� _1__._�i.._a1____�_.__a_�__ ..:._J.....:; <br /> � ,;-; 2. FOR CATCH BASIN, STORM MANHOLE, CATCH BASIN, TYPE A <br /> ��' AND WATER QUALITY TREATMENT = <br /> ';,=�i �� SYSTEM, LOCATIONS REFER TO THE � GATCH ' BASIN, TYPE 2 <br /> , <br /> '� ; CENTER OF THE STRUCTURE. � STQRM MANHOLE <br /> � � <br /> -_ __. _..... ...... . ..�. ...__.,�,._ ._ .�... ..,___ .......__. . _,`�,�\ ...,..._ .,.. .. : ..... .,. .. ,,... .., ... ... . .. �t�,.,,._.., .._�. ... _.... .. . . ...,_, .._... ,.., . _... , ,...r.. _,.:,. 3. WHERE WATER, GAS, POWER� TRENCH DRAIN, SEE <br /> I CUT-OFF � ,-- - W �� � TELEPHONE, AND COMMUNICATION � <br /> DIKE, SEE �,� 5 CONNECT T0} EXISTING CABLE INTERSECT STORM LINES, �° CUT-OFF DIKE C7.15 <br /> �i�'i' OUTFALL MAN.EHOLE DEFLECT WATER GAS, POWER, <br /> 1 E= SEE SH��T C7.1 1 ' G PROPOSED ;GAS <br /> � CB #23 � , TELEPHONE, AND COMMUNICATION <br /> � � 16 LF 8"b Q 1 .0% � �� '� CABLE UNDER STORM LINES. W- PROPOSED .;WATER : <br /> G SDMH #4, 54 �, <br /> �� BACK OF WALK i`�,, 4. PROVIDE 12-INCH MINIMUM CLEARANCE SS PROPOSED SANITARY SEWER <br /> ��� CB �22A �B �22 72 �F g"�, �r� SDMH �5 � BETWEEN UTILITIES AT CROSSINGS. P PROPOSED �POWER <br /> �� � @ 1 .0% ' <br /> � 34 LF 8"� C� 1.0% �`` T PROPOSED TELEPHONE <br /> �� � 12 LF 24"�b � 2.0% <br /> ♦ CROSS UNDER � � C PROPOSED �COMMUNIGATIQN <br /> �p WATER MAIN �� SYQT M F��ER .�f- <br /> � PROPOSED .UGHT POLE <br /> �°`� . � `=� � <br /> ' TREE WELL. <br /> p�x Sx . ,°"`, CB #21 � 24 LF 24"� Ca? 2.0% � ; <br /> cl, �� ° ..�� �� WM WATER METER VAUI,T <br /> �,`Q, \ `. 4 � �� SDMH #6 F'LOW SPLITfER 2 �,� . <br /> ���' w`��` _ 26+00 2ND ° UE 7+00 �� 2�+00 ' <br /> �� �``------�- - - -+- - - +----- �- - E - - - - i,- - - + -�-� <br /> ,`G � w W W W 5� AQUA SWIRL 2 ; � <br /> �Q- CB �24 �;' � <br /> ��., <br /> 92 LF 12"� � 2.0� � <br /> C1 <br /> CB #21 A � I SDMH �#7 29 LF 24"� CG 1 .0� 1� <br /> , SCALE IN FEE( <br /> 10 LF 8"� � 2.0% �� , � � � <br /> 20 LF 12 � CONNECT T0 EXIST CB ! . - - - . <br /> ��,,. - .�.. - � .�- -�---- -�� C�7 2.0% � <br /> , �- I E= 12.03 W '� 20 0 20 �-o <br /> _. � <br /> - CG�INECT TO EXIST CB '� <br /> - r,t =' Il 3'. r s'� '�° -r .�.s r '�.�, ,�a �:a� - � � � 3 � at�1 . <br /> IE== 13.0 W ; :, S �_E�1 ���li�� , i� _LL�, �I��,��r _ _ �fi �s� � _ �j � ,� <br /> ; ._ _= .r_ . 5 E�_ _- �.=- � �€ ; t � jpl�. <br /> x�P � r� . - � � � � 1 ,�...� 1 �li�� <br /> �,_ 3.; . -.�a�- _' �� s P' ' ' '� •=��1�'a; <br /> CONNECT TO _� �j, ��, �� -- �`-s ��, : �� ; � ; ���� <br /> � � r� �, � � �� I � �, , �I <br /> �� ��;1 � i E , t , 1 � � �� ,I <br /> � , � BACK OF WALK TRENeH DRAIN ��� ��� ,1�� ,a�� tr_��-� . „r�..�_... � ����� rt. 3'� �, �� ���I; � <br /> t �`�� � � � f 1 - �� ,E< <br /> �, f fr - ,� �1 �� �,,� f - 'z" <br /> , . ., m.._. _..�,r ... ...: . ..... ....� -.� <br /> ..,, . _ _ <br /> }, ,���,-� ___ *-� - . � j <br /> j�f , tt , �. <br /> `��j � l� i`' ���J:�. ��.� E: ����,i <br /> ��� -- � ° <br /> i { s'... � � �� ��,� � j I��3i <br /> # � �' I� .m..,, S ,€ . <br /> . � ��J� .- u-v�r-.J �.. -- .,�,�_ a� . <br /> � � � � oe� - ��� � <br /> z�� '�� � . - . - - -- - � ' --; ....M �_{ �- <br /> , _.. .._ ,� a.. _ ._.nY :. 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Q�I�� : : : (�� ��,� N� � , <br /> . . , . . � <br /> • : : : : : : : ��s-N : : : ���',-� = r c- c- ; ( � • <br /> W m....., _.,�. <br /> _ : �`�C��� I���IIV ��'�Ui�`TU�� °���L� <br /> !`� N' � cV : � ,� I} Q � : <br /> C� N II p � ll il ii . � w � � <br /> : : : : : : <br /> : : : m � ii m � �i �„ � w w w � w : � � CB NO STATION OFFSET RIM INVERT PE GRATE <br /> W ................ ................ ..2�......... ................ ................ ................ ................ ...............v �`.'--'............ ................ .........,...... .............�-? ��'.�............. ................ � .........� �.' ..........�� . n <br /> W . : ELEVATIDN IYPE <br /> � � � � � . � SDMH #4 STA 27+89.86 50.84' LT 17.0 g 66 SE N 2 SOLID <br /> : : : : : : : I : : : I : � : _ <br /> I <br /> � � SDMH #5 STA 28+01 .62 51 .28' LT SEE C7.11 SEE C7.11 2 SOLID <br /> cn 16 1 � <br /> ................ ................ ................ ................ ................ ................ ................ .............. ............... ................ ................ ............ .............. .............. ........ ................ SDMH #6 STA 27+39.55 16.61 ' LT SEE PRO�ILE SEE PROFILE 2 SOLID <br /> I <br /> 22 LF � 34 L.F 24"� SDMH #7 EXISTING <br /> a ' � ' �2"s� � C� 1 .0% � <br /> • : : : � <br /> . : <br /> ct> : : : : � ; � � 78 LF 12"� � 1.0� 29' LT <br /> • � C� 1 .0% � CB #21 STA 27+17.72 15. SEE PROFILE SEE PROFILE 2 SOLID <br /> �- 12 1� <br /> rn ; _ <br /> + ................ ................ ................ ................ ................ ................ ................ .............. .............. ................ ............ ....... .............. ........ ................ CB �21A STA 26+48.05 20.00' RT SEE PROFILE SEE PROFILE A 406A <br /> d- . . . . . . . <br /> N ' . � <br /> Q : : : : : � � � �' � � .66' LT ' . 0 S, E A 406A <br /> CB �22 STA 27+10 40 47 16 58 12.2 <br /> �j : � � . : o � : CB #22A STA 26+94.15 47.66' LT 16.9 12.36 A 406A <br /> � w ................ ................ ................ ................ ................ ................ ................ ................ ................ ................ ................ ................ .............. ....�.. .... ................ ................ _ <br /> .. ..,.. ..,.. ..,.. ..... ..... <br /> = � � � � � � 31 ' LT <br /> . . . . <br /> � � � . : ,�I � CB #23 STA 27+95.78 61 . 16.66 13.66 A 406A <br /> j � � � � � : � CB �24 STA 27+21 .90 9J5' RT 17.38 � 10.50 NW 2 ' 406A <br /> � U : : : : : . . . � ._` � : , <br /> . . . <br /> .. _ __ ,._ > <br /> � Q : : ¢ ; � � � � � �. ��q �} �� ��,< � �:� �.� AQUA SWIRL 2 STA 27+74:09 17.37 LT SEE C7.11 SEE C7.11 SOI�ID <br /> � 1 ;��' <br /> ;: t ,��; <br /> in . . �a <br /> : : . .. . �. . . .. ...........�............ ..... ............. ........ ......... ...... . . . .... .... . .. .. <br /> .......................................................... ............. . . . ... ........ ................ ................ ............. .. ............... ................ ...... ..... . . . .... ��- -.,-:� <br /> •- � � ��� � �}�a�7 � 1�,� t��ra�l��: �� � �-w� sr ` rr't�t�". � <br /> r _ �-_ _ �-;-�-3._,s�-�_ _ -- � y6� �s, : <br /> �" : � : . . . . . . . . --�- <br /> . . . . . . : . . - S ° �� �' a,?� .„�'+z.�Y i% <br /> .-- : . . . . � : . : � ���� �� `� � t� ��l���i z� �31.� � . . . . p <br /> : : . . . . � . : ; ; � � � � : e�,�.��r � '�OLI <br /> . � FL SPL R 2 + 8 <br /> : : : : : : : <br /> : � : <br /> .� : : : . . : : : : � � � � �.f N�r� �r�v���� � ��:��� i t � , �r{�` STORM FILTER SYSTEM 2 STA 8.41 37.32 LT SEE C . 1 <br /> � . . . . . . . . . : � S. .� .+'f / � _�.,- .��J�a� 1� /�3�?'4r� °��. . � . . . <br /> . . . . . � : <br /> . � • ' <br /> � . . . . . : : : :. : - � �r � �..r�.-Or,��,�....�'��1 _ <br /> 27+9 7 11 SEE C7 1 ` SO�ID <br /> � ��' � ��e f -�� ; � <br /> -;�� , -� � NOTE: FOR �TYPE 2 CATCH BASINS, SEI� � GRATE AT CURB�LlNE � <br /> :�, �_� <br /> � fi <br /> i <br /> .r'i'/�Il�� . . . - . <br /> . . . . . � <br /> . . . . . . . . . . . U 3 .!r-S <br /> / 1�f � __����$��_ - .':; <br /> ........................................................ . ..................................................................................................................................................................................................................................................................................... I - - - - - - <br /> � , � ��� ��f�i I.; '/fL�F�CSI E�AI(tS F1Fnl ii��c �fi� f.x <br /> O ' � <br /> � � ���fd�rt3�(.'AY r-1�DY,'�.f�rUr�fNCE�'s'r,�}cLir1lv' <br /> 0 <br /> P R C�F I L� �����-������;����---�-�, ,>L>, <br /> � �c;�,����r��r,,�� ��r� �u��n����- .�������,�a�r�:>; NOTE: r� --=i <br /> c� � ' IF "L" DOES �NOT M�ASURE 1 " <br /> j HORIZ: 1" - 20' �� �„ � = ,��s� ��r��.�, <br /> y��� x, F= � <br /> - r��� }�,� ,��� �.� _ �P<< " 7�`�" ADJUST SCALES ACCORDINGLY. <br /> � ...�v.�__�.�.�.:�.�,.�F.._.�_,. ._. <br /> N VERT: 1" = 4' <br /> , .__ . __ . _ . . :.� . �,.��, _ W ti _ ._ ,. . � .. _ <br /> � <br /> � _Ej, PROJECT ENGINEER: SCALE: V. _ � /� ._ <br /> f � � � � �/ � � �� DWG. N0. <br /> � � � 1 1 0 ° � �� �, � ��,. . <br /> � � � � ��Y� H. KUYPER AS NOTED <br /> � o� � p�W $y� � � � r .� <br /> � t'� .��,�� �: ��� DESIGNED BY: DATE: <br /> N���� �A�INA ����V�LO�M�N� <br /> � r �° � D. YE AUGUST 4, 200� I ��A�T�UC�'UR� pI��S� 1 ��P No: 3-0�-�03-�09 <br /> p 728 134th Street SW ' Su��e �VU � � 17671 ; �� ORAWN 8Y: CHECKED BY: <br /> pfi�FG/g�-�,R� ��,� = W. CIRIDON PROJECT <br /> ��� � � � ��� � �►� � � �..� � l� N � No. PD-NM-2aQ5�Q6 <br /> � <br /> M �.o. �ox 5�s Everett. Washington 9�204 ;�: ������A��,�� � <br /> o � 8/4/06 PERMIT APPROVAL/GONSTRUCTlON � ���� PPRovEo eY: �, <br /> � �vE�Err, WA 98206 Ph. 425 741-3800 ( <br /> , <br /> d �425� 258-3164 N0. DATE BY REVISION N0. DATE BY REVISIDN �XPIRES 03/03/Q� � � � � 1 �� � � � � �� � � � �� � . SHEET N0. 68 �F ��� <br /> JOB No. 21-04-015 <br />