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SE 1 /4 , NE 1 /4 SEC 1 1 , T. 28 N . , R . 4 E . , W. M . <br /> MAT� H �INE SEE SHEET DR 1 <br /> /^ ` �Y�-JVL.✓L <br /> � V I � ' � 1 � ' , � ` � � � � � <br /> � i i i � � � �` � i � i i i �� �� �� �� �� ��� ��� \� 1� � \�� CB#18 TYPE 1 iE SE)=562.79 <br /> ' � � � , � , ,- � 5 � � � � �� � � � � W/BEEHIVE GRATE <br /> i i ; i I i � i � i ' i � \ , ` � � � � � � � �n � <br /> � � , , � � � , � � o � � � � � � � �, SEE DETAIL DWG DD1 <br /> � i , � ' � � � � � � \ '� � '� �t, <br /> i i i � � i � i t � i i � �� �� `� `� \`�� �\� ��� n �N:342532.30, E:1290896.09� <br /> � � i � � m � �O � ' O� � � ! �� MODULAR � �� ���`� �\ \�� `'� GE��569.10 �\ <br /> i i i i � r i i � `� � i i CB #5 TYPE 1 �� �� WETLAND �� `��� \ `�1� s 2 3 12 IE=565.10 (SW) � \ <br /> i t � � ( m i i � i i � � �\ � � <br /> , � , , � i � �` � � , � SEE DWG DP2 SEE DWG DD5 � ����� � � � CB #17 �.�� <br /> 1 I I 1 I � I � .. � �o r �� �� � \� � \� o � <br /> , � � , � i � � �, ` „ � � � � �, SEE DWG. FP1-FP2 <br /> � i i , � � � � + � �. OLF 6 PVC �1 .0% MIN .` � � �` ` � ' `"� \ <br /> i i i i � � � � � ' � i \'� � 'i . \ �� � .\` �� �\��`� `� � �-��L569'" � �r , ; ,� <br /> ii � �i � I I � �i i o � � - � � � G " ' ' � � �� � n OIL WATER �ON i c� m CB2764 SCALE <br /> � RIM=567.48 <br /> IE=561.90 , � LF 12 PVC �4.15� `� ` ` C � � \\ IE=560,s�- <br /> ,� � � � � i � � � � � � `� � ��� ` ` � \SEPARATOR SEE\ � r'� i�F �' <br /> I 1) I I � � � � � � �� � � � �� � � � � <br /> n � i i � i i i o� � � i � s o, � � � � \� �� � �� DWG DD4 � i �' <br /> i i I i ; ; 6 i i ; o '�� `, � -9 ; � \ � �\ �� �\ � , � » J'„ , \ 20 0 20 40 <br /> n � O � � � + i � p��, s� i �- � �� `\ ��� �\� 9< 33LF 12 PVC �1.33% \ <br /> n i n.. � � i E � � ;r� � � � o �\ � �� �\ �� � �\ � <br /> 3 2 1 i�� � d I m � �, � � ; �� �'��' � � . �CENTER OF WETLAND � � � � � � � � � ��s 1565?8?" F E E T <br /> � , , � � G \ 9�-. �• N 342505.94, �� \ � ��\ �� ����� � �� � o S AMPED �N L� <br /> � i � CB#2014 I � � � � � ,, Q� � Q `.,\�i �� E 1290881.18 �� � �� �� � � ` � � � �� _� •__ /�'UNCH, DOWN CO N STR U CTI O N N OTES� <br /> �, I W i � � 7 � � � � � � <br /> 9LF 12 DIP C�?0.78% i � , ( N:342494.97, E:1290562.62 , •� •', - - `L � � G' � X \ � \ \ � � � ���' __1- ! � J � . <br /> � � � � GE=576.56 I i �r t i i� �.F � ��� �� IE=562.28 �' � ii� � �� �` �`��\ � � \ \ �-. ------ ��� _� ___--__ _f.._ \� <br /> CB2014 i `� �, 12" IE=574.22 (S} � � ,, SEE DD2 �� i � � � � � _ �__-- � , 1 CONNECT PIPE TO EXISTING STRUCTURE. <br /> CB#25 1YPE 1 � A�� 41 LF 18 � ,' � � �� � � r - 6�, \ i \ <br /> RIM=576,�s i ,' + � 12" IE=574.22 (W) `� IE=561.05 � � ` ` � � � �� ,� 3 <br /> IE=574.22 � , � r W/BEEHIVE GRATE , � , PVC �0.73% x � � �� �� �� �� \�\ � � 2 REPLACE EXISTIN G AT TH SO ID LO KING COVER <br /> i i j � IE=574.22 (N) � SEE DETAIL DWG DD1 ' ` � ° SEE DP1 � � , � � � � � n CB #16 \ <br /> � � � � i ° � � . FP1 --FP2 \ PER C.O.E. STD DWG 410. <br /> i � i 1 Q I N:342494.06, E:1290726.79 � ` ,� \ , , \ � � � � �� �\`, � � » � <br /> ' � , m I 5 g I GE=573.46 » � ; i CB #7A TYPE 2-60 -, r 3 ADJUST CATCH BASW TO FINAL GRADE. <br /> ( i � ' i � „ i 13LF 6 PVC �0.0� � Cg 12 � � � � \` s O <br /> � � i � � 6 IE=571.00 (W) � '� � # � p ° ` � � �FLOW SPLITTER � � �r <br /> i � J � , � » 0 6 � , , EE DWG. DP1 � � � \ SEE DETAIL DWG N0. DD5 � � <br /> � CLEANOUT 12 IE=568.68 (NE) � � . y �r 4 PAVEMENT RESTORATION PER C.O.E. STD. DWG. 316. <br /> I �� ¢ �� , � i �� � i � � � � � •�•� , � i � � <br /> ; i � N:342470.00, E:1290585.36 R N i i� 0 3 IE=560.001 � � � \ �� �� `� �` `�� �� ' �` i Sl � „ <br /> � ` o i� �,��o � G�E=577.75 SEE LANDSCAPE PLANS DWG DD6 3 , r' IE=558.90 �S� � � �� �` �RA 5 � �� �` \` � � � � O5 6 CLEANOUT TYPE 1 PER C.O.E. STD. DWG. 604. <br /> � � , � 6 IE=574.16 (SE) � � --5��_�, � � ' � � � � � <br /> j �' S ' ' , _ _ `��\ � r �, i \1 \� ��\ O,, �\ �\ ��^ �� �, <br /> , � � I � ( � � <br /> VAULT CORNER , , � � � � � � , � � O 6 CLEANOUT TYPE 2 PER C.O.E. STD. DWG. 604. <br /> � i i i i CB#20 TYPE 1 I ;`'� LAYO�+ER i ` �� �`� � � ' i i i \� �9 `� � � ' � <br /> � i ` . � N 342465.87, � � i � � , , � �l � . CB #11 TYPE 1 <br /> i i � � ' ` �� VAULT CORNER � ___ E 1290858.87 �� � __--� � � � �� \G��\�� ' � SEE DWG DP1 � � O7 ROOF DOWNSPOUT TO BE SPLASH BLOCKED ONTO RAIN <br /> , W/CONCAVE GUTTER INLET m� � � , � , __ , , , , � ` <br /> i � i � FRAME & GRATE NEENAH R-3381 ( � I ' I � � i � \ N 342441.98, / s �r-- � � � � � '�'C, ,` �\\ � � GARDEN STREAMBED COBBLE SPILLWAY. <br /> i � ' ' SERIES OR APPROVED EQUAL � 117LF 6" DIP �1 .0% MIN ; � �� \ E 1290825.55 / ' � � , , , ,� � � � � � �' � �, <br /> i S ; i i � � � ,' CENTER OF OIL � � i � � ', � `� �� �'�' ' � Q OS INSTALL 6" PVC STORM DRAIN PIPE STUB FROM <br /> � � � r'N:342494.84, E:1290553.83 . . ;, c I � � � � `� • i � � � � � � � O � i � r � <br /> � I � � GE=577.03 � " ` ' ' � � � WATER SEPARATOR � i i � � � o � i `� ` CLEANOUT TO SWIF7 SHELTER DOWNSPOUT LINE PER <br /> i � � � i » �i- � � �� ,-'�� � '� cRAss ��� ��� ____-- DETENTION VAULT '�/ N 342492.28, ; _,_��"' i i i i � �� ' `. �B #�5 DETAIL ON SWIFT II DWG. N0. BSP2. <br /> I i � ,12 IE=574.29 (E) I �m :� � I ,_- ,, , � _ ,' � - , , � � ' ,�� \, � .\ �SEE DWG. FP1 -FP <br /> E 1290889.39 �'�' M PC <br /> i � � � � � , i i i i � i � <br /> i � � �.- # � SEE DWG. DD2-DD3__� � , , , � ct� I- <br /> � » � ,� , CB 10 TYPE 1 � .._--' --' � � , � � � � � . � <br /> � � i 1 10LF 12 DIP_ �0.50% � � � �-� � � � � , � � � i i � � � W a CONNECT NEW CATCH BASIN TO EXISTING PIPE. <br /> � i � � � � � � � �i <br /> � � , I � � SEE DWG DP1 CB #6 TYPE 1 , , � �� � s� t , � � c�o x <br /> � � �� �-- � - - - ' i �' , �� � ` _ SEE DWG DP2 ,,-' � » i' .' �' a'� � � �• ` W <br /> N ' - - -19LF 6 PVC �1 .0� MIN_-`'-------__ _ -- _- CB #7 TYPE 2-48 � �s, � c� �' � <br /> oi � �``��. I �� i i ---- '.. � .� - - ____ - - - �'�sg�-� - - - -�'`_ - - SEE DP11'_ � ,�' � �� S� � �� � �y� ��G� `��°,�.� <br /> �j ` � �---� I �_ i I / � �\ -`_ -- "' �� � �S� � 1 1 � � t- �� �� � �� ��r`7i � <br /> @ 1 I �\ � � � �\ /�� �\ (7 S� ,� � J 1 i <br /> � S� - ' ` � ` ` �� � � <br /> � � � IC�,�'0 E R � I` `� . � " `� _ , , <br /> Z � + � INE TREES i� ,, / 14" �� ��/ � / / 1 � �� \ \ i \� / / �� <br /> � � �� '- 5 BUS �Y 7 <br /> � � _�� `. �'` �'� - � ,-' �'� �' i i ` r � \ � <br /> � 1 � - -----_ ------------------ c�� � - MA <br /> / <br /> °, � � _- �_ • _ _- ------ - - �6�� � ,,, ,� '�2�� � ��4� � � W <br /> � 0 � � GRAVE � � � � �� ,i � � � � \ ` <br /> 1 1 \ V- � ., (n � � � <br /> o� J 1 1 \ ( � ,� � �__` _ ---------------- - __--'__� � ' - ` - �� _ � � � <br /> `�� � - V - ------___ a ,r-' - --- � <br /> 3 1 � i . . { , . -- <br /> !,� <br /> �- ,., 2-14' MA � <br /> � M 1 1 U 1 ,�� i���----------a ----------------- ----- -------'-•�� _ - � � ---- -` ___..----------- -----'� i� �� ,.� � ! � l� <br /> 2' W 1 / �- - - ""_ ---- -�� � 1 � � <br /> 0 1 i � 5 � / ---- --- - � ^� -- "" ---------------- --- __ � � � � \1 <br /> � I � �� .............. LY \ � I// ��i�' ___--- ��-------- ---__---------- e �-- -----� �-' '` --__ - - _ �/ � <br /> o Q ` � ��� -' ' �: .�\ 5 � i � r, ��-- ------------ -- -------------��_-- --------�'�_ �\�`---- ------` _�--_ __------------- ------- ----- 57� � ,�,� 12��P� ��- `\ W <br /> � .,� ��.. � ---- ---__--______________ <br /> ui � � i : , o: `� � � t � - ~ - ------- , ���- -- ------- -_` �» � � � ' �� � <br /> � :� �• � TEM RY� BENCHMARK i � r � � �•-___---- __ - - - - �` � - �-�-�----------- --- . \ � �' <br /> � g - <br /> � ___ _____--- - _ <br /> o � � � � SET SCRIB X" � � "10 ,-- ---- --�-- --------------�-- -- - ------- TYPE 1 ____ _� _ 2»Pi�v�, <br /> � Q � � L- � ____. - � � , � � ' � � - ----------------- - -- -------- -- C SEE$DWG. DP1 --------- ------- ___-- _ _ �T2 E� Z <br /> •- w � � ' --rEL-E�=S� � i �i i � ` _-- CB 3 - _ -_ <br /> o � � � -- � • - - - �, i � � i - - - - - J-= -CB 9 TYPE 1 ---------� #1 ------------ __5s6 -�"` ���/ �� 1 <br /> � 5 � <br /> u � � i _i�CB 19 TYPE 1 � � . i � � ------=T -- ;z,-� # __ _- - � � <br /> � # � � ,� � ' ' � i �"� » ' --5 . - SEE DWG. DP1 - - -i - --�2 ` � <br /> � , , W/CONCAVE GUTTER INLET � � � e � ' � � ' 37LF 6 PVC �1 . � I SEE DWG DP ,__ � �6s (� � , "p�� � _ <br /> �- I ` FRAME & GRATE NEENAH R-3381� �, �� .'� � � ' i i '� � � �'H �� �NK OPPED ITH " � ' <br /> ❑ � � � � � � , � � DRAINAGE SWALE SEE SECTION N U <br /> o ` - END OF SERIES OR APPROVED EQUAL ' ��p ' i � ' � i � �C � Sss ����5' <br /> Q ; I , �\ � � i � , , ; A-A AND DWG GR2 � � 16"PtNE � ��� �y���g���� <br /> c� w BRIDGE N:342385.27, E:1290562.44 _ <br /> a, �� � � � ` i � � i i � 3 CB2382 � � � �2" � <br /> � i,a a i GE��576.92 , SP i � � � � i RIM=565.60 y�A � � '" � ,-� <br /> Q m i � 12 IE=574.77 (N) � ! i � i i � i o �E' IVY � � _,•�'��.�,�a�z�-� � -/.� /"7 �� <br /> � r----574- I �: <br /> � m� r � �^ ( �\ . __.. .__ . ___ _ ���\ � � i I I � IE=562.09 c� a n P SLICSERV3CES DATE ��«�. <br /> ,�' w m -' ;-�_;�•��� �` \ � ; � p ONC. - �-- eP ��4 i � � i � i CB #14 �.� I ��`=J9�"ir�' • <br /> CONC. '� V� <br /> I � ' ;;; ,,' . `, .� �- �--- .... ` ' � � , i r � SEE DWG. DP1 & FP1-FP2 565 ��GE EROSSOtV <br /> � w�- % , , - ;l, `. �,`. � � � F'�__._-;�`- P -;--i-R-� ss Pu�3�.rC�f�!?Ks <br /> .� �� =- -������ , � • , • , � �' �-- � � � � � � Ca `� � o . C7�'PtS0,�7"��t�y' <br /> c ,-� � � � � \ \ -�--�i f I � <br /> _ � ¢ y =\ , \ \ \ \ \ � , ' SSMH358o ` <br /> • ��-'-� �� -' - �r� ` � ` S-�� ` � � � -576 ' � 1�� � I � � I � RIM=5o4.15 � -•� WATER <br /> � w`� ��� =�,;,, ��;�:�;�° �`:�;�.� � '� � - "-�'� � � ' � � � ELECTRIC SUBSTATION IE=556.65 i ��. .. � A PLStsr_ u,�H�; �� -__ <br /> y. �OO \\� ��„��\\\ �� � ,� � � � � I ���� � � � I I I � � � ^� RE�USR�O PRtUK TQ STAFi'iZN{3 � <br /> CB2697 � <br /> RNI�- ifi <br /> m � �- � � � � � � � � � ♦ � � � � � I � � 1 � I � ,�-, ��ry 8�� MAPL I SEVVER <br /> AHY C()NSTHUC5T4� OAi 7NIS <br /> � \�` -`�����,�\�S6' �����\�� \��.��\ j � �j `\� � � // �, � � V� � <br /> \� ,. � S � � \ \ � `�' I � / / � ���)FC7 IS COPlUI!'t[JPoAL w�ta <br /> � I ��\ ��\�\ ��\��\\\�\\��\���\�\`�\\\\\ � � ,, \\\ r�.�----'rJ77------�-` ; � � � � 1 � <O P�207£CT. ,�;�vROYA.I �G� YHTS <br /> 6' -C.�AINLINK � ` Tr�F� <br /> �/ I � i � W/ ARB`E7T �OP it c�ra;:�r�r cnv �ariaA��� ana <br /> � �xai;tes,�,5-j,a-�'�� uros.€s� <br /> � �S ���� \� ������ �������� �\� ��•� X /� �� � ( I � � � � � /� '" -�E�-�--- � � ��,._. AER'ritt i�OR COH5iAUCYIUN MAS <br /> � �`SG\`��� S'� \�\•� �`�\� � ������ \ i�.i � I � � � � � � � C1TY F, GINEER dEEPt I55UETl. <br /> H � � � b'p �� � � � � � � � �� I a lj � � � � � E I � WOOD g�, MAPLEi <br /> >` ������ \��`� `��� \�\�`.,�� ��� ��� \ � � � � � � j � � � � t FENCE ° <br /> 3 . . .. . . , � . . � � . � i � � i � i _� ��A� �� <br /> m <br /> a� <br /> � <br /> � <br /> , � <br /> 0 <br /> � LEGEND <br /> U <br /> , <br /> c <br /> � SD STORM DRAIN <br /> c 49' /}°ja 3 <br /> � ���- �� -�-- - - - D I TC H <br /> � <br /> � DRAINAGE SWALE � CATCH BASIN <br /> �; GENERAL NOTES: • CLEANOUT <br /> , <br /> � S ECTI 0 N A-'A PER LWSDOT STDC PLAN IBS 30 30�-01,A UNL SS D GRATES <br /> 0 <br /> " a N.T.S. OTHERWISE NOTED. <br /> N <br /> � <br /> � 2. THE OFFSETS AND COORDINATES OF ALL CATCH <br /> 'a BASINS ARE MEASURED TO CENTER OF STRUCTURE, <br /> °' UNLESS OTHERWISE NOTED. <br /> � , <br /> � 3. ALL EXISTING STORM DRAW PIPE AND EXISTING CATCH , <br /> � BASINS SHOWN IN THESE PLANS ARE TO BE PROTECTED <br /> � UNLESS OTHERWfSE NOTED. � NAVD88 <br /> � <br /> � 4. SEE PLAN SHEET DR1 FOR STORM DRAINAGE NOTES. <br /> X <br /> � Know what's belOw. 3 <br /> �, ��src� <br /> � v�, 4F �A H'`� C111 before you dig. , <br /> 2 S 17 ADDENDUM N0. 1 MS DS Q' � C 0 M M U N ITY TRAN S IT �rawing No. <br /> a 3 3�16/1 CHANGE ORDER N0.1-RESPONSE TO CIIY PERMIT COMMENTS MC DS c i Drawn By Date SCALE <br /> � P E R T E E T �-��_���� 5 9 ,� D R 2 <br /> �� �` � - �� .-o o e s�g n e d B y H o ri z S EAWAY TRAN S IT C ENTER <br /> M � �.��, � � � � <br /> Checked By Vert <br /> ' ' : � �� ,P 33907 � tv 5 9 17 ���_20' <br /> � 2 7 0 7 C O L B Y A V E N U E,S U I T E 9 0 0 � _�' ��, t�'G p�r�`t���4,, PERM IT SET S h e e t N o. <br /> � � ��-�---m � ��� �I � � <br /> � EVERETT,WA 98201 ��a t���,�. , � . pNA� EN 5 s �� - 21 <br /> o ApP�o�ed By Project Number D RAI NAG E P LAN �� <br /> � No. Date Revision By Appr. <br /> 425.252.7700 ( 800.615.9900 �" - -- / � 20110155.027 of Total <br />