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CITY OF EVERETT STORM DRAIN NOTES: A PORTION OF THE S 1 /2 OF SECTION 1 & THE N 1 /2 OF SECTION 12, T 28 N, R 4 E, WM <br /> CB #19 WATER QUALITY UNIT <br /> A. NO PART OF THE DRAINAGE SYSTEM SHALL BE COVERED, CONCEALED OR TOP 479.24 O <br /> PUT INTO USE UNTIL IT HAS BEEN INSPECTED, TESTED, AND ACCEPTED BY CONSTRUCTION NOTES ' `;�. INV 474.41-12"S <br /> THE CITY OF EVERETT. �" � \�� <br /> '�. <br /> B. ALL WORK AND MATERIAL SHALL CONFORM TO THE CITY OF EVERETT 1 iNSTALL MODULAR WETLAND, OR APPROVED EQUAL I // \ \\�, \ ` - " <br /> � / \ 27 LF 12 � 0.50� <br /> S T A N D A R D S A N D S T A N D A R D S P E GI FI CA TI ONS O F WSDOT/APWA. WATER QUALITY VAULT PER DETAIL ON SHEET C-08. � \�'�� C B #1 8 T Y P E 2 4 8"� <br /> ., <br /> C. APPROXIMATE LOCATIONS OF EXISTWG UTILITIES HAVE BEEN OBTAINED � / �'"`� �\�° COE STD 405, 406 & 407 N O RT H <br /> FROM AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE. THE O2 INSTALL MODULAR WETLAND, OR APPROVED EQUAL, � � � �� TOP 479.36 <br /> CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF LOCATIONS AND CATCH BASIN PER DETAIL ON SHEET C-07. �� Y� INV 474.77-12 NE <br /> TO AVOID DAMAGE TO ANY ADDITIONAL UTILITiES SHOWN. IF CONFLICTS WITH � � � �� `;� INV 474.70-12"S - <br /> EXISTING UTILITIES ARISE DURWG CONSTRUCTION, THE CONTRACTOR SHALL �� � o �\ � INV 474.27-18"NW SCALE: 1"=40' <br /> NOTIFY THE PUBLIC WORKS INSPECTOR AND ANY CHANGES REQUIRED SHALL � � ; � ��' � / 27 LF-12" � 1.00� <br /> BE APPROVED BY THE CITY ENGINEER PRIOR TO COMMENCEMENT OF RELATED �� � i � <br /> � <br /> CONSTRUCTION ON THE PROJECT. � / ��� . 479 ����� <br /> D. ALL STORM SYSTEMS WITHIN THE PUBLIC RIGHT-OF-WAY OR IN EASEMENTS � � � /' � � � � �-� <br /> MUST BE STAKED BY SURVEY FOR LINE AND GRADE PRIOR TO STARTING � � �, ti��1� ,� / � \ '�\� \ � <br /> � ✓ � � � � / � � � � <br /> CONSTRUCTION. � � � � • � ��`� Z <br /> � � � / � � � �. <br /> E. ALL CATCH BASIN GRATES MUST BE STENCILED OR STAMPED 'DUMP NO FUTURE LOT 3 ' / %' � � � 4gp- . �'� �� Q � <br /> STORM DRAIN STUB I CB #17 TYPE 2 48 s� , / � �� J U o <br /> WASTE, DRAINS TO STREAM." 50 LF-12" C�? 5.44% ,�•� COE STD 405 & 611 ; � / / o . � \, J � <br /> „ ,��'�' TOP 482.80 �/ \ z ~ <br /> 120LF 18 SD S=30.32% %' I �° � 4� ��� � <br /> ��� �., INV 472.27-18 SE,N �� ' � sr ,� \ �,� Q � Q <br /> W/PIPE ANCHORS PER /�/ �,, I INV 472.77-12 E ; �/ � , �,�� \ \ \ � � � �S <br /> DETAIL ON SHEET C-10 ,o , � � g � <br /> FUTURE LOT 3 .'�/,�°�/ �'� � / � \ \\\`, \ w C� � <br /> C� � <br /> STORM DRAIN STUB .'�,'� _ I �'� � / % � \°� � � <br /> � <br /> � � � �� � ' � � \ \ �� Z Q Z J <br /> 10 LF-12" � 10.10% �� ,�, �, __--- _ ,' I �,� <br /> � - � � ,.� �-------- . .' / �� / 12" SD STUB \�, � Q J <br /> - ' \ � O <br /> i� --� ' � <br /> �� CB #15 TYPE 2 48"� _ _ _ ._ - - - ,, ' ,��'� ��'� '� / � � TOP 479.00 ���� � O m <br /> :� �� COE STD 405 & 611 _ „ _ _ - - ,- � ,-'� �,' /I ,. � / INV 474.97-12"NW \ �� � � <br /> �\ 12 LF 18 � 0.50% ._ - _-- , , , ' �'(� \ �"� <br /> ����� � TOP 481.60 _ - - ----------------- , _, . .� � � � `��� V• O � <br /> - � � o , , <br /> ------ ------- �,.' �� <br /> ������� INV 469.86-18"W _ - - - ----- � � <br /> - ' --------- ---- \�� \ � � r <br /> ��� � » - --------------------------------- � �' � � /� M <br /> � ��. .� INV 478.02-12 SW � � WATER QUALITY VAULT =---------------- LOT 3 �� �,' � '� `� � O/ O = X <br /> �`�:�� � _--_= TOP 480.00 �. . c� �� `�� v � � O <br /> r �` INV 469.36-18;;-NW,S -- ---_ -- „ . . <br /> INV 478.02-12 NE INV 472.92-18 INO CB #16 TYPE 2 48"� NOT A '��// /�// � / � � <br /> 90 � �� COE STD 405 & 611 P AR T ,,�,- � / � �� � CB #11 TYPE 1 �` � W O m <br /> � � INV 469.92-18 OUT , �- � <br /> ` TOP 484.87 , --' � ? �' � .. : . / %��. COE STD 402, 406 & 407 \� � � � <br /> ` ' .`` � � 23 LF-18" C� 0.50% INV 470.71-18"S,N _-----------"' � z ��� � � TOP 480.00 \. � Q � <br /> � ��w INV 477.00-12"N <br /> � �� � � <br /> I � �- � CB #14 TYPE 2 48"� -------------- --------- __--- �� � Q / �82 �� �/ Z <br /> --___ -' -' - - - - - -' - - COE STD 405, 406 & 407 ------ -------- ---------- - �� . <br /> - - _ ____`_ TOP 479.30 -----------------_ _ _ _ � � N� � ��.\ `O <br /> � � � <br /> --- ------ _ <br /> ----- <br /> ----- --------- -- INV 473.04-18"S,NW ------- ---_--_-_ - - -- - . \ti <br /> ' I --------- INV 473.54-12"SW 545. .�. :. . � � <br /> _ <br /> ------- --------- ----- -------- 315 L � <br /> ---- ___- - F�-18: .@ �•5.0%� � 4a4... � �., <br /> . - . . � / LOT 2 �-/ � <br /> .- - - - . . . H / � . . <br /> �7.2'L�=1:8 ��0�:50%�:. : 48� : . � �" <br /> NOT A PART ���,1 �- <br /> ' F �a� , '"�_ <br /> - <br /> _ _ � ` ,� <br /> . __ � . \�i �' �4 <br /> \ �.... � <br /> . � � <br /> \ �� -- /�\ �^� ��� �$ . � O , b:. � :�.,.a?. . <br /> ` �0 <br /> �F 2 °`a°c � � ;�, '� _ .50� 2 � `\�\ <br /> � � <br /> b� �7 �, RO cn 239 LF 12" � 0 �� �F-12" 0. \\`�. � � <br /> O w 509; <br /> � � � � � � ��., *� .�._ -_ g.,,, <br /> �i d. •S2 _�2" C� 0.62� 6" CONNECTION 480 " CONNEC ION � ;; `, �' <br /> � � `:. . :.. . :.. . o. 204 LF � <br /> � 1 U FROM WALL FROM ALL '� \`_�. �'' �. � <br /> �'-484 TER DRAIN OOTER RAIN � � Y� / i' <br /> �� I � . - CB #10 TYPE 1 . : �s� �S � O /, <br /> I COE STD 402, 406 & 407 �� �� G - <br /> � -� TOP 480.5 �'` � � : , S <br /> I , o INV 476.44-12"N,NW k � �p �'� �� "� <br /> I ' � �y �S G <br /> � I ... . k� . Q �� -9� <br /> � I : . I I � CB #13 TYPE 1 L e�C�� � / / �j o <br /> � � � � COE STD 403, 406 & 407 � \ \ � % / Z o <br /> a� <br /> � I o�� �cn � TOP 484.90 �a �� � CB 2 TYPE 1 S .= � <br /> � � ` COE#STD 402 406 & 407 � � / / N N � � <br /> ,� � INV 479.90-12"NE � �� , � � N � <br /> � I °c� ° CB #9 TYPE 2 48"� <br /> � � `�, TOP 483.13 Z W oo � <br /> I � . � CB 8 TYPE 2 48"�J �.a4 \ � » �,� � � a' � <br /> # COE STD 405, 406 & 407 � INV 480.13-12 N,SW G Q � . <br /> � , COE STD 405 406 & 407 • <br /> I � � � TOP 483.40 � � <br /> � � � � TOP 482.43 INV 475.24-12"NW \ � `vj � � �� > a � a' N <br /> � I � : : INV 473.47-18"N .0 �\ \ �5�� j �� �O � W (, ; .� � <br /> � `�' � INV 473.97-12"W,S ��� . • �, \ , S`�� / �3 sQ �(� � � a� N <br /> I I � I `' ,� 2� � �-� i � '(� - � � �; <br /> I I k��" : :. CB #20 TYPE 1 °`�, ,.. . � . . :� � ��" � �� � v. � � � � o <br /> I .. � I � I :. COE STD 402, 406 8c 407 \ . /,�r`�/ �s � Q N � � a <br /> I . T O P 4 8 0.0 9 L O T 1 � . ;- � / c�J �/J' � a � w <br /> ' ���- � I . � I N V 4 7 5.4 4-1 2"N E '� // r �� � v� O G o <br /> � �. A�� . � .�� �,�N / <br /> I �� � `�:\::� . ..: � � ;- � i <br /> � � . . 456,158 SF � , . � � p a � <br /> I I � . .. CB #7 TYP E 2 48"� i� �::u. � //�' <br /> � � . 10.47 ACRES : � � ;- `a � <br /> 3 W � COE STD 405, 406 & 407 : .� , � . ..\ . � / l' / \� .� I PLAN APPROVED O <br /> �, � <br /> -� rn ��� I TOP 483.69 PROPOSED FF ELEV.=485.0 °°�o �a : � '�;� . \�-� ���'f , � <br /> x d� � �� � , . INV 475.27-12"SW,E �� :��. ' � • ., � , g 23 � <br /> � ,. <br /> o � Q � �. . ��� - CB #6 TYPE 2 48"ID � � \ � F`J,��s� y� ` Pua�c g�gces � <br /> OflQ��fl�40 --� �. �, , ; ,c�� . �--__ <br /> w �� �� J � � '� <br /> Mi � �j � 7�. �. COE STD 405, 406 & 407 �;. �� I I � ' N EROSION REVISIONS: APPD. <br /> � C � � TOP 484.42 � .� � . . ! �� <br /> o U c . �0°c �,�" „ C B 3 TYP E 1 � ' ~`� � . ��, I DEPARTMENT <br /> o Q � � : . ... . � 2,, INV 476.03-12 S,NE COE STD 402 406 & 407 �, ` % '�� WATER <br /> q� � ���D�l]�a� � � <br /> :� <br /> , . ., �--..--�, : <br /> . ' a ; � .-- ,,�' � vust�c wonics PERNST is <br /> . . . <br /> � � O I'` \ ---_ � TOP 482.73 � � � e�$`� � � �\,. \ �, � � ,; 1 �.�---_ reE�u artioa To sr�raNc <br /> o � � � ���.X� _�, >, ' � l�. ( SEWER urr cor�srnucrtoH on n+is <br /> ' INV 479.01-12 NE,NW <br /> � I � { , <br /> co (� \ . -____ � 481 <br /> p ! -�. e� � � `' `f I' T FFIC � CURRENT APYROVA DFOR TAND <br /> � � � ` . -'- ?� `--_``_ PILO]ECf IS tONDITIONAL PER <br /> CB #5 TYPE 2 48 � ' , � I �,e�s -���S�uru.Ess <br /> w � � . , .. �;� �.':� :. ;. .. .. �� I "li- PERMIT FOR CONSTBUCTSON HA4 <br /> , -;_.. . --__ -�- , 406 & 40 48 <br /> � , COE STD 4O�J 7 � O I EER BEENISSUED. <br /> � ..�.�: �. .� a CB 4 TYPE 1 <br /> W � . ,__ _ ,.. . . : . ..� �� ...: X.: --_. ---_ TOP 484.15 » , # ' ` � :: ��' f <br /> � : <br /> w � � � . . OE STD 40 406 & 407 ` <br /> � :. . <br /> _ � _ .. . .. � . . --- -.., - _: -�-. --� . . � ---_! `----` INV 477.39-12 S,N 2 TOP 483.17 ���O�O�OQ �i EX. 20' SWR ESMT <br /> � . . �..��•. .. �-+; `--- -�--- o� ��9 - <br /> _ 484 _ C I <br /> � <br /> - � <br /> . <br /> w --� ' -.�.,� � = � � .. . � �_- .� �. > � :. . .. . 272 LF_� �, �--___ INV 478.76-12"SE,N a� .J . <br /> �.. ;� : � �. �� <br /> , _ �_. . . � _ ; � --=_ . ... . . 2 � � /�-- � - <br /> _ <br /> � �-� �.. ..-� � . -� -,� �..�.. . . _"` . . S ( �"�--� �_''-- , 4j8 <br /> . 0. � � ' � <br /> Q .. _ _ _ � --_... _ <br /> � �: -�;. . ...... .. . .. � �� 1 -�- � �... ... �� --�._`_- ,---- � <br /> � .. • <br /> U . <br /> O . ��'- . . : �•, ._! . ' ^-:;��.:. . � �':.!. , ' . �.-�.� . �--�.�.� " . . . . .. _. . .. . �'_""'.--� �--�_ . ' 1.�. <br /> . . : �000� � <br /> ►� <br /> -, _...: : . . .� _;,��.. -� .. �.`:�. :. .. � ..� _ ` 4� CB #12 WATER QUALITY UNIT �-� : DATE: AUGUST, 2017 <br /> o �. . :.. . ... .�,. . � . � . �----_ �--._ . � <br /> . � <br /> . -- _ � . . �... ". � _ ` . . � .:. _ _ .. , ., .�� �.. --__ TOP 469.88 <br /> � �_ .-.�._,� .� .: �:. � . _ .� �. . . � � � . . � . .. . --_. -__ DESIGN: JNM <br /> � <br /> . . ; . <br /> .. . <br /> �H � /.. � � <br /> o x- ---�---;_-_-.. .... ... .�.. . -�..; �� . . �� -���:�: ��.�:�,.. . �. . � �� . . . . - <br /> . <br /> � � .-;.. . �.:� ' � � » <br /> -_ . �---__---..:--�--:_. -_� . .:' � �'�' =.-;. . :. . � � . . � -,: .. . . --:� ; -,� � . . ''---._ `�--- � � . � C / ��6 I N V 46 5.00 12 S W O <br /> o X=`�- -� ---_._ -�. � �� � , � -'�; ' . .. . ...�. . . 484 ---_.. � , . ! . ; DRAWN: CD <br /> � - _ • . . ., .. . , . . . - - <br /> O _ r _._._.__... . '+ .- ' . �. . ;-"'--;__'."'---� . 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