|
LEGEND=
<br /> $$— SANITARY SEWER
<br /> � SSMH SANITARY SEWER MANHOLE
<br /> $$ 6���' SIDE SEWER, 6"� � 2.0�
<br /> M UNLESS NOTED OTHERWISE
<br /> � � �v � � � CO
<br /> ='� �,� CLEAN OUT
<br /> �' , � '�'d __ � BACK OF SIDEWALK V
<br /> BID PACKAGE 13 �,f�` I �j � �p�, � � '�� W G PROPOSED GAS
<br /> FULL DESIGN LIMIT ,�� � ; I I R�i � ``�., � �a` _
<br /> ` ; . ... : _._ � .._ _ _ _ ._. . W
<br /> __ _ _ , _. S� �.�� ..._ � , �_... _ _ � ... S� ... _ �_ . � _ s� _ _ ,�, s� � N D DRAINAGE
<br /> ; ...
<br /> PROPO
<br /> _ r,
<br /> � ; :; G � a G I � G G �_... T� G.............. _... T� __---- - --- —.T� _._ _.._ �G -._.,�_- TL - -G - -- - ---_ T� 4G_�.. - ---- T� __ SD PROPOSE STORM
<br /> __.. w
<br /> ,� o
<br /> � F�f.. TL _____�-. � � �,
<br /> � � a I � � T __. . . �'' �w P PROPOSED POWER
<br /> I I `
<br /> :� - - - - - - - - - _ = = �t � = PROPOSED TELEPHONE
<br /> � ��.� -_ _ _ �- - - - � � T
<br /> �,�,
<br /> I I �
<br /> �' W Q! � \ � W r �r W ` W � W W W W ` o C PROPOSED COMMUNICATION
<br /> �- �E� � `�� 3 _ � `� � _ _ _ ��,13TH STR�T o PROPOSED TRENCH DRAIN
<br /> CAP FOR - �.L�—r —�-rT` P - '' -� - n-- —r�---P--�; O
<br /> �.:'
<br /> FUTURE SEWER - � o j`� o i� � o `-�' '�' � CAP FOR FUTURE CONNECTION
<br /> CONNECTION CO #3A � �' � , 20 F�4SEMENT (TYP) �n �.� �.
<br /> SS � ` w � ,- �' � �'� � � � � � - - EASEMENT LINE
<br /> , _ , ,_ .1., z �. � "/ ���.....S�_ � � -. . ---= -- - .._ - �
<br /> _ �_ ,_ s Q
<br /> __: _
<br /> _''�'_._���_� � > : ' s�
<br /> �6�'`'�" s , � �
<br /> ��.. Q �.�'' , � ti '�-. _ � . S� ....... ; ._ F...... _ �..,.._. _„ S� N
<br /> _..
<br /> `.
<br /> _ ���t
<br /> � =I-� =��___�_ -�G�z�\ � ;/--�5 =73=�T==� L==� S �?�'� =T= -cN L= __ --� - =�-c=- - C- - - - - _ -c= -..� �- . W ES,
<br /> a �� Z STANDARD DETAIL NOT
<br /> 20 EXTENSION N � ; i
<br /> � ,.����,�� � z REFER TO THE FOLLOWING CITY OF EVERETT
<br /> FOR UTILITY STUB �, � � �� y� CO 4 _�_,.
<br /> OUT , i �� � ��'�,,� STA. 86+23 r,��� ,�'� � STANDARD DETAILS
<br /> � �- � �� �., IE= 14.06 BACK OF SIDEWALK �:�� ,, a � TITLE
<br /> i o r �
<br /> ; + `��
<br /> � 602 TYPICAL SIDE SEWER CONNECTIONS
<br /> j I N � 1I
<br /> ' �- t
<br /> ^�� � `�, 604 SEWER CLEAN-OUT
<br /> '`� 1
<br /> � BID PACKAGE 13 605A TYPE I MANHOLE
<br /> �`;
<br /> FULL DESIGN LIMIT
<br /> 605C TYPE 3 MANHOLE
<br /> 20' EXTENSION
<br /> FOR UTILITY STUB 606 POLYPROPYLENE LADDER
<br /> OUT
<br /> 607 MANHOLE RING AND COVER
<br /> : . : � : � : : = . � GENERAL NOTES=
<br /> . . : � . . . .
<br /> � � _ : � � 1 . STORM DRAIN AND OTHER PROPOSED UTILITIES
<br /> � - � : � � � . ARE SHOWN AS BACKGROUND FOR COORDINATION
<br /> :............:....................:....................:....................:......�.............;....................:....................:.................. ................ ................. ................ ................ ................ ................ .............--- ................ .
<br /> ..:. ..:.. .:.. ..:.. ..:.. ..:.. ..:.
<br /> PURPOSE FOR MORE INFORMATION OF THESE
<br /> � � o . : � . UTILITIES, SEE CORRESPONDING DESIGN DRAWINGS.
<br /> : . : � + � : : ; : : � � : : 2. PROVIDE MINIMUM 12-INCH CLEARANCE BETWEEN
<br /> � � � .� : : : : : r� UTILITY LINES AT CROSSINGS UNLESS NOTED
<br /> � : � : � N : : � . � ' OTHERWISE
<br /> . ......... ................ ................ ..................�;.I. .. ........:. ................. . ................ ................ ................ ................ ................ ................ ...--�--........ ................ ................ � ................ 00 .
<br /> � ..:. .... ;. . .-..
<br /> :. ..�.. ..:.. � Q . _ ..:.. . .
<br /> ..:.. ..;..
<br /> : : : : : : : ..:.. .
<br /> ..:.. ..:.. ..:..
<br /> U
<br /> : : : � � � � � z : � . : : : � �—
<br /> : �� : � � � > �' q ° . : : : : : : � W PL NS APPR4VED
<br /> . ( . : � aN � � � o � _ �.
<br /> �- : z = ii � � � � 24 N ���
<br /> ;24...0.....................�....................;....�. ...........i�-.N.�.�.....I�...Il................:....................;........... .... . � ................ ................ . .. , . , . . .......... ... DATE
<br /> - - ..:.. ..:..
<br /> ..�.. ..
<br /> ..............:
<br /> � W �I N � _ • • • • '����� B iC SERVICE3
<br /> : : : � � �.' w . : � � FINI5H GRADE : ............. ..........N.... . ................ . ......... . .... .. . . `w p� PUSLIC WORK$
<br /> ..�.. .�.. ..�..
<br /> . . � . � �
<br /> , � : � ; ; : : , , • , . � I � � � E�'� A PUBLIC WORKS PERMiT IS REQURR p RIOR
<br /> � ' I GTY ENCa1NEER TO STARTING ANY CONSTRUCTION ON THlS SCALE IN FEET
<br /> � � � � : : : : p : : � PROJECT. APPROVAL FOR THIS PROIEL7 IS
<br /> :ZO � ...........:....................:.....•I--..........:.. .......�.......�....................;. : � � Q ; . : � ' ... .......... ' ................ ...........ZO O CONDITIONAI PER CURRfNT STANDARDS
<br /> :..................... . • ...................................... ............ . ................ ................ ................ ............ . . .. . . R UNLESS tT
<br /> : : : : I 9. : : : � : C� • . � FORECONSTRUCTION NAS BEEN 13SUED ZO O 20 4O
<br /> . � . � . : : � . . . �
<br /> . : ' . . � . . : : : � '+"
<br /> 3 : ' : : : � . . � � i�,�.!.,� �� i; �} ---_-- � , �;`
<br /> -� . . . . . ' ' : . • : ���� ._.__ _,�� __ __v _ _..... ,� �:
<br /> . . . . . . . . . . : : :
<br /> : : �:, + ��„�
<br /> . . . . . . . . . . . : :
<br /> �
<br /> ^�t° � � s�
<br /> S
<br /> i �
<br /> a 3
<br /> { ,7
<br /> E y
<br /> S
<br /> �
<br /> �
<br /> �
<br /> 3� S"
<br /> i
<br /> �
<br /> ��
<br /> � :16 � �_, _ _ . _ ��
<br /> ! 3
<br /> � . . . . . ......... ................ ................ ................
<br /> :....................................... .. .... ......... ........... ................ ................ ................ ................ ................ ................ ................ ....... ._�.
<br /> . ..... .... .....
<br /> .... .... . ..:. ..:. .....
<br /> ..... .....
<br /> . : .... : . : : . : : : ..:..
<br /> ..�.. ..... .:..
<br /> � 6 � � � , � � � E ��
<br /> Q �,,€ r � � � � � s�� �
<br /> �
<br /> � '��
<br /> � 70: LF 8" �;:. �; F fW �..�.�fi � �
<br /> � : , . . : : . : N � r� ����� ,�,;�`h F ; �- , -� � �; ���'�
<br /> . . .
<br /> 00 - PVC: � 0.5% : �
<br /> . . : : ' .
<br /> � � : � 263 LF 12" PV
<br /> i : : : : : I : . . . C � 0.5� : . : . _ � :� . -�- t.. �� ��
<br /> � : . . : _ � � : : ' - - . . . . i �� - � t ��� ,.,
<br /> ; ;, ;
<br /> � . : : . . - : . . : . . . . � �,€ , � ��� 1 ,
<br /> . . . . . . � W ,., � 1 � -
<br /> � : : . � ,`�����`:� �E _ '`� '�
<br /> . . . . . . . . • • : ��
<br /> � . . . . . . . . . . � . : y� _ - _.. _._� �
<br /> "' �12 : : : : � : : = � . . . �; �_,�_ ��J —
<br /> . . . � � � : : :
<br /> . : _ __ ,�.� ,�.g ��� . �
<br /> � . . J �-� ,r>ta�,
<br /> ........ ................ ................ ................ . ................ ................ . ................ _ ................ . ................ ................ , ................ . .......---...... ................ . ................ , ................ , ................ _ %*�j i �� j�� 3_ ;" � � ° %�
<br /> U ��.4 � .1 � �� �"^Y.. �} �
<br /> � ' . . . . �— 3��� ,��§_,� rE s;�v`�� r.�. �;�`�i.
<br /> �°c : : : : : : . . . - � � � DC4-�9 : ��
<br /> U : : : : : : ' : � • � s r ..�_ �3�
<br /> 0 : . . " . . . . . : . • '��'-....�1P�'._ ' ../�� ..r-..^^^"-...--�... E��rl
<br /> . . � . �„
<br /> . Q �.
<br /> � . . . . . . . . . � . �
<br /> � : : : : : : : : : � : . . : . ������
<br /> � : � : : : : ��
<br /> :8 �� �y
<br /> 00 : : : : . � � �--1_�
<br /> :.................................................... ................ ................ ................ ................ ................ ................ ................ ................ ................ ................ ................ , ................ ................ j
<br /> ..�.. ..•.. ..�.. ..=.. ..�..
<br /> z : : : : : : : : ..:.. .. r 1
<br /> �.. ..�.. ..�.. ..�..
<br /> ..�.. ..�.. �
<br /> � � E �� ,}� £�€
<br /> � . � - . . : . : : . . . . : K EY MAP �� _ ;µ �- F��t�
<br /> � � � ._� �i �
<br /> � �`=i�
<br /> U . . . . . . . . : : . �� };�i: �-�~�t-_�. _.;�, r:
<br /> � _ • ' : . : : . : . - • ; � (�ls�I�E i ;�r�i
<br /> � : _ � � NOT TO SCALE ' ���� 3 b�}��
<br /> � : : : : . : . , ,, ;
<br /> � ' . . . . . � � . . . . . . . . �✓. _.� ., cLL a�6�) {I
<br /> U
<br /> . : : . : . . . �--�,I:�,
<br /> �d-
<br /> � » »
<br /> � PROFILE NOTE; � ,
<br /> � HORIZ: 1" = 20' IF L DOES NOT MEASURE 1
<br /> VERT: ,�� = 4� EARLY ROADWAY AND UTILITIES BID PACKAGE 13 ADJUST SCALES ACCORDINGLY.
<br /> N
<br /> E � N• K j PROJECT ENGINEER: SCALE: P O R T O F E V E R E T T DWG. NO.
<br /> � • � � � ' � 8/2s/os BID PACKAGE 13 - BID SET �� FWA Y,� H. KUYPER AS NOTED C8 2
<br /> o y��° jy �o� °ES'�"E° BY: °ATE: NORTH MARINA REDEVELOPMENT �
<br /> O� O 8/8/08 EARLY ROADWAY 8c UTILITIES � D. YE AUGUST 4, 2006
<br /> B�o PACKAGE 13 - REVIEW - INFRASTRUCTURE PHASE 1 ��P N0. 3-0-003-09
<br /> � �28 �34th Street SW ' S��te 2�� DRAWN BY: CHECKED BY:
<br /> � Everett. Washin ton 98204 � 3/16/07 CONFORMED SET ADDENDA 1-4 9��F�FciST�R�o�y�'`° W. CIRIDON SA N I TA RY S EW E R P LA N A N D Noo�ECT PD—NM-2005-06
<br /> N P.O. BOX 538 06 _9 pQ 8�4/06 PERMIT APPROVAL/CONSTRUCTION S�ONA�� APPROVED BY:
<br /> � 425�259-3 964 Ph: 425 741 3800 a�� �/a�' P R � F I L E - 12 T H � 13 T H S T R E E T SHEEf N0. oF
<br /> a JOB NO. 21-07-004 N0. DATE BY REVISION N0. DATE BY REVISION 49 83
<br />
|