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. ..... _. . _ . .. .� . � ,.; _... _ _ .._ . . _. . . .. . ..., . ..:;. .... . .. _...... ..._. .. . . , _.... , u........... ..... . ._. .. . ._ . . _..,. .. . <br /> . . . . . . . . ....._. ....,:,..�. �r.tr,:>,�.. . . . . . . . �. . . . . . . . . . . . ... . . . . . . . . . .. . . <br /> � .._ � �YY\'A���11 <br /> MATCHLINE STA 24+94.60 - SEE 5HEET C7.9 <br /> � �[�---�-��-- STORM DRAIN <br /> `� � _ �. �----SD FLOW DIRECTIQN <br /> 1`� Q o- � � U <br /> t� �� � � � � 1 � BACK OF WALK � CATCH BASIN, TYPE A � <br /> I <br /> � � I I � � CATCH BASIN, :TYPE 2 <br /> _ � G G -�-- G � G� G G G G G G G - G - G - t/� O STORM MANHOLE � <br /> r,� - _- <br /> W �� ( � j � �1 '� � W TRENCH DRAIN, SEE � <br /> � � C B #3A I I ( �_ ____ ..,� -,�- �: - -�� --�- _ �� ...�..�... ��� � �y, ._ _ ___,__ ...��..�.,.. ,. �� �� � � C UT-O FF D l K E C 7.15 <br /> �_ � ! � <br /> � W W � ; W � W .� � ��� W W tiN �#$- ___-- - � 1 � PROPOSED GAS <br /> � Q ; \ s�� �� 30 �F 8"� C� `-� .5,% � ca <br /> 0 84+00 12T'H STR�T o. 85+0�0 86+ 0 87+00 �3TN STf�EET t7 <br /> • n � n _c✓ n n n n J n n • <br /> o -�.___.� -_r-_�_-,--r ,- -� r P--��_�_ - �� --_�- � P-- --�P-- -P -� o W PROPOSEp WATER <br /> � " » '�" SS PROPOSED SANITARY SEWER <br /> ,+ 38 LF 8 4� � 1 .0% � W ,.. � '� 30 LF 8 U 1 .5% �.. <br /> M SS SS SS SS 1 Z =� SS SS SS S SS SS S S�- �S � p PROPOS�D POWER <br /> 00 a W � tX7 <br /> � CB 3 � Q �g 5 CB �6 � #�' T � -T - PROPOSED TELEPHONE <br /> � T <br /> t/� C PROPOSED COMMUNICATION <br /> w ..- _...----1= - = U' -.=�Z-==��CB #4 � _ _ � _ �_=��--t-=c==-I-=�=-- _�=�L =�_z..� -.��== - =c- - - -c- -c- - -c- - - -c-� -_�F`�' <br /> � o-{�! PROPOSED LIGHT POLE <br /> _-� r�- -��-s"�-�-z.a� , � <br /> Z ' nr. ( �,( '�/ <br /> � CB 3B � �� �y 14 LF 8"� �<-,'� ``� "`� � TREE WELL . <br /> � �-� # � \ /� ��.� �KK..� CB �7A ., �};/ <br /> � <br /> � � �\ /� BACK OF WALK � 2•0� -�-,.-'' U WM WATER METER VAULT <br /> ��;.> � C� <br /> � MATCHLINE STA 24+06.19 - SEE SHEET C7.8 � } <br /> SCALE W t=EET <br /> _� ..� .. . ._ _ _ <br /> �. ,�. _. �`���� C��AIh1 �1'�U�TIJ�� �'A�L� <br /> 20 0 20 40 <br /> . CB N(�. S1�ATION �FFSET RIM �NVERT �PE GRATE <br /> : : : : : : : : : : _ <br /> : : : W : : : : ELEVATION : P <br /> � � � � CB �3 STA 84+43.00 18.27' RT SEE PROFILE SEE PROFILE : 2 406A <br /> : : : : z : Z _ . <br /> : � <br /> � � � CB #3A STA �4+43.00 19.16' LT 20.77 17.80 � A 406A <br /> �i w . <br /> w <br /> � � � <br /> ................ ................ ................ '0` c!?.Z... ................ 'a tr?.... ................ �` ...... ................ .�- z w .... ....... : z z . . ................ � � <br /> � <br /> .pp .�:� N .�..N.M .�..N.M � .�.�.�..� ................ ............ ......... . ........... .... ............. .�N.�.......... ......... .... . � C� �3B STA �4+43.00 32.84 RT 21 .51 18.51 A 406A <br /> d' cj cn d; • : d- • : � ' , , <br /> `; � � N�- � � : � N n : � N ,� � : � N ��j' �'`? ' " : N 1�I�• �' CB �4 STA 84+87.28 19.59' RT SEE PROFILE SEE PRQFILE ; 2 �-06A <br /> U ; � (� � r • �I �) � : �� �� r : �I �� � � ' • � ��, r� . � . . . . . ... . . .. . . . .. . . . . . . . ... <br /> � . <br /> � � � �� �� � �� � m � �► � II � :� U II �-' CB �5 STA 85+26.45 19.49' RT SEE PROFILE, SEE PROFILE 2 406A <br /> t- v ��aw v �w c� � w . v � w i! vl � �W � : W _ <br /> t,,J ................ ................ ................ ............. ................ .. .......... ................ ... ......... ................ .... ...--.4�1..� ................ ................ ................ ................ ................ -.............. ................ ................ w <br /> •.. .• . ..;.. ...... . .• . .• . . <br /> .• . .• . . . <br /> . . . <br /> w : : : : � : : : : � � CB #6 STA 85+68.20 18.27' RT SEE PROFILE SEE PROFILE 2 406A <br /> _ � ' <br /> � � � � � CB �7 STA 86+76.04 19.16' RT SEE PROFILE SEE PRQFILE A 406A <br /> w <br /> W � ' ( � � I � CB �7A STA 86+$1 .10 32.84' RT 21 .54 17.59 A 4Q6A <br /> � 24 �� <br /> ................ ................ ............�.,.,. ............. ................ .. ....�.. ......... ... ... ......... ................ .... ......... ................ ................ ................ ................ ..............f. ................ ................ ................ <br /> � � W � � i CB �8 STA 86+76.00 1 1 .15' LT 20.76 17.i 5 A 4(36A <br /> � <br /> : : : � : : ,� .��., <br /> �? : � � � � : . CB #9 STA 85+68.20 11 .15' LT 20.76 17.76 A �-Of>A <br /> : : : : : : <br /> • : : <br /> : : <br /> : <br /> � : �o ; ; : : : � � ; I ; � : � � . ; �� � TE. OR TYPE 2 CATCH SINS, 5ET GRATE AT CURBLINE <br /> -i� ................ ................ .............. .l. ........... ................ ..... . ......... ... . ....... ................ .. ....... ................ ............. ................ ................ ........... . ................ ................ ................ NO F BA <br /> r� � ��� � <br /> 00 � � � , <br /> ,Q /��t� _ � ��J°�'��� <br /> � . : ' ' ; �1213� � .V•/o r,o., <br /> : : : : . : : <br /> : : <br /> : <br /> t!� : � : : ' �g"� : : : � � 1 . SEE SHEET C7.1 FOR CITY STANDARD DETAIL <br /> : : 108 LF : 1 . <br /> 16 44 :�F � : , 1 +� <br /> t� ............... ..... .C. ........... ................ ........ ................ . ..�.. ....... ....... . ........ .. ................ ................ ........... ... ........... ................ ................ ................ � REFERENCE. <br /> :.. ...:.............. : ..: . ..:.. <br /> ........ ... ..,.. <br /> ..... .. <br /> .. ..... <br /> . : : : : : : 41 LF �2�,�....... <br /> . . ..,.. <br /> : : �: <br /> � . � . <br /> � : 74 LF 18':'� C�? 1 .0� Q � <br /> _ : p: 1 .0% 4�0 LF 12"� : : � � �� . . --� 2. FOR CATCH BASIN, STORM MANHOLE, AND WA �`=R <br /> V � : p l .p� � Q U A L I T Y T R E A T M E N T S Y S T E M, L O C A T I O N S R E F E R <br /> Q : _ : �--- T O T H E C E N T E R O F T H E S T R U C T U R E. <br /> �2 � . . � . . . 1� � <br /> � ................ ................ ................ ................ ................ ................ ................ ................ ................ ................ ................ ................ .......... ................ ................ ................ ................ , ................ � <br /> �.. ..;.. ..;.. ..;.. ..;.. � <br /> •'�� ��:�• •���� . TER, GAS, POWER, TELEPHQNE, AND <br /> ..:.. ..;.. <br /> : : : : : : . : : � <br /> ..:.. ..;.. <br /> ..;...� <br /> . . . . . . . . . : : : : <br /> . . :.. ..:.. <br /> ; � COM�IUNICATION CABLE INTERSECT STORM LINES, <br /> DEFLECT WATER, GAS, POWER, TELEPHONE, AND <br /> � COMMUNICATION CABLE UNDER STORM LINE�. <br /> ................ ................ ................ ................ ................ ................ ................ ................ ................ ................ ................ ................ � ................ .... ........... ................ � ................ ................ � ................. 4. PROVIDE 12-INCH MINIMUM CLEARANCE BETWEEN <br /> � � � � � � � � � � � � � � � � � � UTILITIES AT CROSSINGS. 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W . _ . : .. . �._._ ._ � _ _ � . � � - - <br /> U _ . ..�_ „: � .,_...: _� �_ w - . <br /> � PROJECT ENGINEER: SCALE: <br /> � � • • � � �' �, ��-,� `_ H. KUYPER AS NOTED <br /> � � � �� DWG. N0. <br /> � � o � � � ���oE w Sh�,y�, , <br /> � � E � DESIGNED BY: DATE: � �� � <br /> �; O� � p � � � �� ,. N���H ���INA R���1�EL.OpM�NT CIP N0. <br /> € ,, d ,,., D. YE AUGUST 4, 2Q0� <br /> � 728 134th Street SW ' Su�l� ZQD „��� _ � DRAWN BY: CHECKED BY: ����" '������"�� ����� � 3-�����3-Q� <br /> � <br /> � Everett. Washin ton 98244 �� ��'�'��E��s6 E��,����'� W. C I R l D O N �`�°°'� � � � ��� ��� � � �� N � � � PROJECT � <br /> M P.O. �OX 53H � � sl������ �' � APPROVED BY: N�• PD-NM-2005-(�6 <br /> �0 8/4/06 PERMIT APPROVAL/CONSTRUCTION ���`- <br /> � EVERETf, wa 9s2os Ph: 425 741-�3800 <br /> � � �� �� � � ��� � � ��� �� � � � <br /> o (425) 259-3164 �xPiREs 03�03�U7 � ' <br /> J0� No. 21-04-015 NO. DATE BY REVISION N0. DATE BY REVISION SHEET NO. 6�J OF �(�j� <br /> . ... . ..... ......,. . .. . . ..., ro. ._. . ..... �. . _.. ;. . ��. <br />