_ _ ._ _
<br /> ZI L �AH LOT 2 m
<br /> SECTION 05 , TOWNSHIP 28N , RANGE 5E , W . M . _
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<br /> .� 1 GRaV�+. �RkINC l� ��" 7`1 — � � � � . . . . . � � � � . � . .
<br /> � � � � �� � � � '1`- � .. � S = .VARIE&— . . . . . . . . . . . . . . .
<br /> � � ' � � � .�. ,�. t�_. �.� . �_ ' � � 0.0912 A.B. . � � . . �- � . ' . . . . � .
<br /> `� ._ _, .� - � ' - oLo DELnvIDnfEu � . . .
<br /> � auunwo wnwN
<br /> � � � � � 'F-:� — U41-I STR�cET �^ , � �
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<br /> . � � 5+iS 5+ l �� eiaHr oF wnr �
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<br /> � � ., � � RIM =-66:1 5�.34 831€I
<br /> y � q i^ aF \w � yt � _ �i .— y � . _ .. i N — � � � � v . CB /4� TYPE I ..
<br /> ? V � �, CB �6. TYPE I ��� /_ �� PVC
<br /> ..— � . .. . A � RIM = 64.2 / . �\. IE �3.3 5 S� = O.q4tQ—t3�fl
<br /> ,. . ... ` �ONNECT TO NEW1 -. �' " � � .72 W . � �-
<br /> �- � ,, 0,0460 A.B.
<br /> � ,midunncq��oN v,wir ` � PIPE OUTFALL ' �� � � . . �
<br /> STALLED BY COE � �` � , CB p3„ 7YPE I .
<br /> � . — — , _— _.-.. P _ r ._ _ SDCO . ,' � A RIM — 51J � . .
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<br /> . . . � .:i Y _ � I �. i , s�2 . A t � — 48J5 N �
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<br /> � � � ' 48.60 S
<br /> � : � k� r _ I � ; A ' ; . I� ! ORASS�LINED SWALE � � �
<br /> GRAVEL TO REMAIN � �� " � osyosoDoo�oo��. I� ' 1� ' \�� a '1 X 9EE DETAIL�IP) � � .
<br /> � WEST OF NEW � .� 3 ��° I � �' � ` , � �� � �� , i . � Z
<br /> PAVEMENT � � . � �� � ' I . � � ,,, „p � .
<br /> I Q
<br /> �� � ' � i � I � \ � � � �� � ���� ' � NPGIS INFILTRATION TRENCH � � �
<br /> � i � z � ' � 1 � . V _ ur ,7 � s.rs. � �.
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<br /> PLAN OW� � � � �i N o� � I� o.ar r n.a. � �
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<br /> I �• B"'. IE = 49.45 ^
<br /> � . � , ��) � (2) 45'z6' ��. � i � CONNECT TO .CB �2 . . . �+i .
<br /> + �� � INFIL1RA710N � � `
<br /> � � � �� �oaqoo i TRENCHES �i � - CB $�, TYPE I . .
<br /> p5oo3o� (SEE LO7 1 if "1 RIM 50.�- 5o. i9
<br /> r : �h2#� PERMIT SE� i I � � IE = 47.28— � � � . . .
<br /> b7.44 N.
<br /> � . � � . SFR� . _ �� I� . ' 4j26 $ � W O � i�n
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<br /> � � �� � ' ^'; 'aEcrc } '� `, � � IN � 12' C�RB CUT�SCUPPER � � � � � .
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<br /> ( , r '. .., � �q ROFE8810NAL LAND 9UflVEYOR �
<br /> � � B aaeae
<br /> . 6„ iHICK PERMEABLE ASPNALI � ' li ' �i � �181'� �,l.� b'eNq,wwaY �
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<br /> a-- � OR PERVIDUS CONCRETE � . � ��'AL LAt1� 5 � -^°�w�cw y
<br /> . . .�. . oo°e°o^°"° e�Tr, xiA
<br /> � �' �I
<br /> � � - �' WASHEO SAND OR � ���o��
<br /> 0 20 �0 '� _—_I � I i Ewv_.�uanmawvErwrauuemu ..
<br /> ' ��0.5' WASNEO CRUSHEO STONE ����� % I �
<br /> FOR BASE MAiERIAL � I � � � U C a
<br /> �(�,�r���s,i y� � . HORIZONTAL SCALE � r` 0 3 . � p = .
<br /> J �Uc. ) b-[J to J '\�6"� OPEN QFAOED 6A5£ . � ' . i �4 �.4' . '� � �� G IZ �
<br /> MATER(AL, ��-2" ,
<br /> 7' �
<br /> CRUSHEO-WASHEO I f I �� I �" �>) I . N IO 1-
<br /> ill U �j[=I7 III 111 II'�RF � . � �
<br /> I I I I I U I I I= I I I I I I I I I I I-=1 I I � � . � i � � � m �F- m .
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<br /> p RM AB PA M NT 5 710N �I O J W k Z W
<br /> . N.LS . . ,I � , � W . p � :
<br /> DRAINAGE NOTES �I ,h�R����� �������� O Q Q w � �
<br /> �. No part of the drolnagesystem shall be covered, concealad, or put into use untll� it hae I �ha°SbuI �ID�Wma� OpPovltletl��ereq �ppa�t, bas � J � LL � �
<br /> been inspected, tested, ond accepted by the City of Everett. � I, beebes ,�.���b��,��o`antl bY°�hers. iho�gh ed J Q p p
<br /> . m � matioo�i'dravngarebase Z
<br /> z. n�� wo�k o�d mate��a� sno�� �o�fo�m co cne c�cY o, r�e,e�t oes�9� o�a co�s�,��u�� FRONTAGE/ALLEY CONSTRUCTION NOTES �a` "6t^ . w, ' s�P��s cYPtonsh u�ltl � f�j � � o �
<br /> � Standards and Specifications and the WSDOT/APWA Standard Specifications for Rood, � � �I � Si � �
<br /> Brid e, and Munici ol ConstrUction Current Fdilion . � THE DEVELOPUENT FOH LD'fS i & 2 SHALI CooR01NAlE WORK�iwITHIN rHE R/W �netl@y A /_,� n.
<br /> /J 9
<br /> 9 P � � AND ALLHY. CONCRETE WORH SHALL BE COORpINAtEO ID ENS�IRE SMOOTH (� �� . .
<br /> � TRANSIPONS BETWEEN PROJECTS. IN ADDITION, NO CONCRfTE WORK SHAIL '�J/��, �� D
<br /> BEGIN UNTIL ALL OF THE PROPOSED UTILITV IMPROVEMENTS FOR MAINS AN� P���It N�p�� p '
<br /> � 3.Approximate bcations of exisCing utilities have been obtoined frorn avellable records ond sEev�cEs nae ir�5rqueo. �, . �---_ r���a Permitms �
<br /> are shown far convenience. The contra<tar shall be responsible for veriflcation of locations � �. �.`�__ ecror . .
<br /> O�d io av01d dafila9¢ to �any Odtllfi0fldl UtllitlEs shown. If COnflicis wiih exisiing ukilifies THE FINAL IIfT OF ASPHALT SHALL NOT BE P�ACE� IN THE ALLEY OR IN THE �
<br /> pf15¢ du�iOC] COfIStNCt100, the copt�aCSOf Shall ❑o(IfY kfle Public Wolks IOSPecYo� apd any R/W UNiIL THE MAJOftIiY OF THE SIiE WORKiS COMPLEiED AN� ALL WOftK +-+o. . v:
<br /> changes requiretl sholl be approved by the City Engineer prior to commencement of related WITHIN iNE R/W I5 caMPLETEq ExcEPT FOF FINAL LANDSCAPING � Ppo18-O605 �N ef��/1�
<br /> ConsY�uciion aO YIIB P�OJ2CC L�OR�INHiION RNO COST SHHRING FOR WORH WRHIN THE qLLEY AND ft/W e
<br /> SHALL BE iHE RESPONSIBILITY OF iHE PROPERTY OWNER/6UILOER. � 7IBI'IH
<br /> 4.All storm systems within the puhlic right—of—way or in easements must be staked by srOaMWn�Ea ex�Hsiotu sHowN io se cooaoiNnT[o eEiwEErv ��llors � CALL 48 HOURS �
<br /> � survey for line and grade prior to starting constructior.. �i, � 1" = 20' .
<br /> ��. BEFORE YOU DIG
<br /> S.AII catch basin grotes must be stenciled or .stamped `9ump No Waste, Drains to River." . �'�, � � 8t1 "'�"�"� � ,
<br /> L+
<br /> 5406 S 1 st Ave ' UTILITY PLANS
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