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S E 1 4 N E 1 4 S EC 1 1 T. 2 8 N . R . 4 E. W. M . CONSTRUCTION NOTES: � <br /> / � / > > > ; <br /> i GENERAL NOTES: O1 CONNECT PIPE TO EXISTING STRUCTURE. e , <br /> I � � 1. ALL NEW ATCH BASINS SHALL HAVE VANED GRA7ES 2 REPLACE EXISTING GRATE WITH SOLID LOCKING COVER <br /> � C , DETENTION VAULT COORDINATES O PER C.O.E. STD DWG 410. <br /> � ��_^_____� PER WSDOT STD. PLAN B-30.30-01, UNLESS ARE TO THE INSIDE CORNER PROPOSED GRADE (TYP) <br /> cB22�� OTHERWISE NOTED. SEE DETAIL DWG DD2-DD3 FOR <br /> o TEMPORARY BENCHMARK RIM=573.37 ELEVATIONS O3 ADJUST CATCH BASIN TO FINAL GRADE. <br /> � NORTHERLY FIANGE BOLT ON FIRE HYDRANT I IE=569.50 2, 7HE OFFSETS AND COORDINATES OF ALL CATCH <br /> IN THE NE QUAD OF THE INTERSECTION OF � C82033 BASINS ARE MEASURED TO CENTER OF STRUCTURE, O4 PAVEMENT RESTORATION PER C.O.E. STD. DWG. 316. ,� <br /> � 75TH ST SW & SEAWAY BLVD I RIM=573.37 UNLESS OTHERWISE NOTED. <br /> � ELEV=575.04 � IE(SW)=569.93 � 5 6" CLEANOUT TYPE 1 PER C.O.E. STD. DWG. 604. � <br /> � IE(N)=567.07 3. ALL EXISTING STORM DRAIN PIPE AND EXISTING CATCH O <br /> 0 ��� IE(E)=567.07 � <br /> 2"aRAss DISK WITH PUNCH, � -� BASINS SHOWN IN THESE PLANS ARE TO BE PROTECTED O6 6" CLEANOUT TYPE 2 PER C.O.E. STD. DWG. 604. . <br /> itv CASE, o.�' N x o.4' w, 0 co�� wA � ��o ''��` UNLESS OTHERWISE NOTED. <br /> � DOWN 0.3' 0 ___ ti� ��\ Oj ROOF DOWNSPOUT TO BE SPLASH BLOCKED ONTO RAIN . . <br /> --`-____ ce227i ��. 4. SEE PLAN SHEET DR1 FOR STORM DRAINAGE NOTES. GARDEN STREAMBED COBBLE SPILLWAY. <br /> �5� OQ � w ' _, ��\ ce2o3� DETENTION VAULT �� <br /> ''�,, � RIM=572.79 O8 INSTALL 6 PVC STORM DRAIN PIPE STUB FROM <br /> I ---- \ ,, ��` IE(NW)=567.03 CLEANOUT TO SWIFT SHELTER DOWNSPOUT LINE PER <br /> � �-...,,� � MONUMEt�1� �PD �- �6,�/ �`\(sE)=5s�.o3 DETAIL ON SWIFi' II DWG. NO. BSP2. ' <br /> � � UNABLE TO'0 N <br /> 5 � � <br /> � ��` �`��` �` �` �����\��\���\��\���\� O9 CONNECT NEW CATCH BASIN TO EXISTING PIPE. <br /> � <br /> ; o � OO �, �'��\ SCALE :, . <br /> � DETENTION VAULT LOCATION DETAIL 10 CONNECT SHELTER DOWNSPOUT TO CATCH BASIN OR <br /> / � �� � SS \�� 20 O� � 20 40 N.T.S. CLEANOUT VIA 6" PVC STORM DRAIN PIPE. <br /> , o �� w � . <br /> I <br /> � �� FEET <br /> o � <br /> ,--------- � <br /> � --- <br /> ,, � <br /> , '--------_ � ' ' <br /> I 8LF 6" PVC Pipe �0.52% 0 �- 5 ---" � 100LF CUT OFF TRENCH 'S' ----'----5�4-__ �� t � <br /> � ro RB & GUTTER '� SEE DWG DD6 ? �O S '� ��� \� <br /> I T �� 6 m �� S � , <br /> � PROPOSE � - � � <br /> � PUBLIC '� �� 3 � <br /> � <br /> � �r DRAINAGE ' : ``�'� s \ coNc �� RIM=573.93 <br /> EASEM �'' CB#23 TYPE 1 � 4" PED CONCRETE <br /> , ��. ' -, 39LF 8" PVC �1.009� c W SOLID LOCKING LID �S � s,a��� �\ <br /> I i ' ` �IE=569.93 - ��� � T �fi- � �, <br /> , _ �,,� PER COE STD. DWG 410 , � � <br /> � '�-� N:342759.30, E:1290699.08'S s�` <br /> � � cB25oo 2" CSTC OUTFALL <br /> ( � � � ' 'L \ �. �``�`�.,� � » s�J� � �� RIM=572.43 IE=572.$ ' . <br /> GE=573.39 <br /> j 3 „ s G ���-��- - __ 8 IE=571.00 �W� 'I' �6•. `.� � IE NW)=566.63 <br /> � sr98LF _8 P�/C ��.��% ' ,_,� .�� � �� ' „ `�� � IE�SE)=566.63 <br /> � - 8 IE=570.39 (SW) � : <br /> 93LF 12" PVC �1.65% __ �., _ ,i''� _,�� '�, � � <br /> �a2a24 ; i -� >>� � � �-� -, � - � 3 '�� _, �� IE=573.,8 STORM DRAINAGE NOTES: � <br /> RIM=57 .37 0 E S � F (>'h �_____ �37`L''���� \ � � \ , <br /> � IE S)=5 i.42 i .�2N S� - 3 � 22'S� RAIN GARDEN �• NO PART OF THE DRAINAGE SYSTEM SHALL BE COVERED <br /> �E�NE)= 71.40 � �' � p�C p�p � �- - ,, , � ����,, c \ OO �� IE=572.98 IE=572.37 CONCEALED, OR PUT INTO USE UNTIL IT HAS BEEN INSPECTED, <br /> e �� � _ � \ TESTED, AND ACCEPTED BY THE CITY OF EVEREfT. <br /> � � SSMH2763 <br /> � � co �� � p �.� 1 ���\ <br /> � ce2o2�- � � � � 32sg �, � � ��,, ,` � , ��� �,,, � \ RIM=572.71 2. ALL WORK AND MATERIAL SHALL CONFORM TO THE CITY OF <br /> o �� i � I S�S JV° /� � �_� �: `�-\�\``\\\` � ���`` `��\ \ IE=554.95 '' <br /> EVERETI' STANDARDS AND STANDARD SPECIFICATIONS OF <br /> � _ , ', � , S�s- �- � ,� : .55LF, 12„ Pvc �2.,s� '�• \�'���,, � NEW DRAIN PROFILE WSDOT�APWA. � <br /> � � � , ' `� � CB#24 TYPE 1 � i i' �����`���.��.�. '�� ��. G' �� N.T.S. <br /> 0 9 � �� � I N•342729.24, E•1290673.50 � �� / m '� '� �` �� �� � �` '� 3. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN <br /> ° i � �` rn I � GE=573.32 � ; G� Gs \�'����.����� � . \�`. \ �. �� BTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR � � <br /> rn Z I � ^ I 8" IE=570.00 (NE) � � i �/ � �� ������� ���`�� � � ��� 3 '' --� !y \ ONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR . <br /> � � ,' � I 12" IE=570.00 (SE) i � �� %�,�- � � � �� �`. �`� �`. ��. �`. �`. �a �'� � �� - � �� ERIFICATION OF LOCATIONS AND TO AVOID DAMAGE TO ANY , • <br /> � � c� � ' � � q `� �� �� `� `. `� `� � , \ DDITIONAL UTILITIES SHOWN. IF CONFLICTS WITH EXISTING UTILITIES <br /> o CB#29 NPE � � � � • � i � � � .� �� �� .� � . SSMa .�__'___ This Record Drawing has been prepared, in part, based , <br /> � � n- ' �- ` ` � � � �� ` �e > •. 763 s� _ � RISE DURING CONSTRUCTION THE CONTRACTOR SHALL NOTIFY THE <br /> o N•342737.36, E:1290554.23 � i �- � �� EXISTI ; � �` � � i » , ��\�\ ,��\�\\ �s � � 3 � on"As-Built" information provided by others.Though � <br /> 30 PU � � � ' � � 26LF 6 PVC �1.0� MIN.� ,\ .� �,o , oo �� G' � the as-built information and this drawing are based on UBLIC WORKS INSPECTOR AND ANY CHANGES REQUIRED SHALL BE <br /> ,��' � GE=575.40 � I io � ``' � � , � . • • � • <br /> � „ i 'o �►SEMEN � � � � y � �� `. `. �� �` � �` PROPOSE DITCH � the best available information,no presumption should PPROVED BY THE CITY ENGINEER PRIOR TO COMMENCEMENT OF <br /> � 12 IE=571.46 (S) i � ' �-I � � ► • • • � ` ♦ ` ` . <br /> o � � � � � � ` � ' ;, 5 ��� `. � � ` `. � `� e ma e re ardi the drawin 's accurac ELATED CONSTRUCTION ON THE PROJECT. <br /> a 12" IE=571.46 (NE) i i o � I � �' �, � ' � ' �• `, `• �, `• • � � <br /> � I � � \ \ ` � � ,\ \ .� SEE DWG D 6 \ \ g g� g y <br /> N ' � ' ' � �` � ` � � � � � � . ALL STORM SYSTEMS WITHIN THE PUBLIC RIGHT-OF-WAY OR IN <br /> N '� i ; �- � CB #4 TYPE 1 ` � `. �, `. �, `. `. `. . � \ -� �•��l'L� �. <br /> � � � ` � i � r � ` � � �` � � � - \ g Y Date SEMENTS MUST BE STAKED BY SURVEY FOR LINE AND GRADE <br /> . � . . � Si ned B <br /> �, Q + � I � � SEE DWG. DP2 � , �� s� , , . � , � � , <br /> v� �i � � „ '� �,�`,, ��. r ` i �� `. � ��, ` `� � `� \ RIOR TO STARTING CONSTRUCTION. <br /> � � CB #3 TYPE 2-48 i `. � . `, � � � �� �' s � Permit Inspector ; <br /> � I J ; i � VAULT CORNER , �� �, �� .� �, `. ,a °� cg2528 <br /> � , SEE DWG. DP2 , . , , . . � �� c X Print Name &Title 5. ALL CATCH BASIN GRATES MUST BE STENCILED OR STAMPED . <br /> �' � RIM=571.50 <br /> a m � , N 342670.69, � � � ` � \` �� \ � s \ IE NW 5ss.2o '"DUMP NO WASTE, DRAINS TO WETLAND." � <br /> �, ;i � � � I I E 1290712.07� i �i K�IA1'�KVAULT `. � ,\ ` . \` \` \ \ . � . O )_ <br /> � �- � � I � '� ; , ( N SEE DWG N0. DD2 rQb3 �� `� �� �� � t � `� O \ iE�SE)=566.09 NNECTI N TH X ST AIN WILL BE ALLO ED � <br /> o � , , , � � . � , � 6. NO CO 0 TO E E I ING M S W <br /> p Q �1 � ' � � � I h i � �� � � �� �� �� �� `� ♦ � ' <br /> ¢ � i� : I c� � ' � � ; � � � � . � � � � . EXCEPT BY MEANS OF AN APPROVED BACKFLOW PREVENTION DEVICE � <br /> � �� i � VAULT CORNER � � � � � �' �� ` ` ` � � � � �-- � <br /> � � ' �� • � N 342646.80� � �4 � � � � � � � PRlOR TO SATISFACTORY FLUSHING, TESTING, DISINFECTION, AND <br /> , � . . , <br /> � i „ , , � i `� �. ��� � `� `� �, `� �� �S �� LEGEN D RECEIPT OF SATISFACTORY BACTERIOLOGICAL TEST RESULTS. <br /> � � i 65LF 6 PVC , � � .\ . �� � . . �� `� . � �., . <br /> � i E 1290678.74 � � . . . � , <br /> � (n � � �1.0� MIN i � i � �� s �'o � `�� �� `.\��� .\ �� `. �. �� `� �� 2� ,3 , �'�� 7. CONNECTIONS TO AND TAPS ON EXISTING MAINS WILL BE MADE � <br /> � �' � S I a ' � � O �� � �� � . � . �, `. `. �.�,o� � c , ; � �'o\ SD STORM DRAIN , <br /> � � � � � � � � � � � � �� , � o� � BY THE PUBLIC WORKS DEPARTMENT AT THE CONTRACTOR S <br /> m I � � � � � �� .\ � � �� �� � � � � �� r"� ----' .�� <br /> o i I � I � , � , , � � ,\ �\ �� � , �� �� �� �� � � .� T� �- - - - DITCH EXPENSE. THE PUBLIC WORKS DEPARTMENT SHALL BE GIVEN AT <br /> � CD I � � .�--� � � �� �� � � � � �� �J1 J'J, � �� <br /> � I � , � � , � �0 . � �� � � .\ �� �� �� � �, ° ,� �� LEAST 5 BUSINESS DAYS NOTICE FOR EACH CONNECTION. THE <br /> �' � � CATCH BASIN <br /> a� # � I Q � � i ;� ' �. ' RO TE �� �� `. �. �� �� �� �� `� ��s >� � a�s�, � PUBLIC WORKS DEPARTMENT SHALL THEREAFTER DEfERMINE THE � <br /> CB 1 TYPE 1 i � • � � � � � . . . . � �� � <br /> ,, i � � i GRA �`.� 5 � � � � � � �`� � � � � � \ • CLEANOUT DATE AND TIME AT WHICH THE CONNECTtON SHALL BE MADE. <br /> � N:342656.57, E:1290561.72 i I � � � � � � . . . � p� <br /> 3 I � L1II- � � 1 ► � 'S � � � � � � � �� \ � , <br /> GE=575.96 � � � , � �' � i , r � 5`�� `� `� `� � • • • � � � � FT #1 � � 8. ALL WORK AND MATERIALS MUST CONFORM TO CITY OF EVERETT <br /> � 12" IE=572.36 (S) i • � � I � � �� '„ �� `� �� �� ���`��`��`� � ��� ��� 6'X4' FI TERRA UNIT , � STANDARDS. � <br /> � i „ , 33LF 6 PVC �1.0% MIN,Ap . 1 % `� `� ` �. �� � `, \ SEE DWG. DD6 � � <br /> o ' i p � (28LF 6 PVC .O% MIN '� � ' � ";� " � �. . � \ � �� �� � � � 507 9. A PRE-CONSTRUCTION MEETING SHALL BE HELD WITH THE CITY ' . <br /> � i N - Q m ' ' ; � � ;� ��� ��� `� ��\ �.\� \ \ `� � \ � \ PRIOR TO THE START OF CONSTRUCTION. THE CITY OF EVERETT <br /> � � � m � � i ' � P Gs � • ' ` ` � � � �� �� � �+ � � PUBLIC WORKS CONSTRUCTION DIVISION MUST BE NOTIFIED AT LEAST <br /> p I ; (n I 5 1 � n , � i \ �' � s'y � � �� �� � �� �� � `� �� ��� >>, `�J' I \ 24 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION. <br /> � m \ � � � � � � F C� • � `� `� � �� �� �� � �� � �, �� . <br /> = i � '�_ ' 1 G i G� � �� ` �� �� �` ` ` ` �` ` ` ' � '� `� 10. THE CONTRACTOR OR THE CONTRACTORS'S AUTHORIZED AGENT <br /> @ ,�'�' ` � i � 'A � � � � �� � � � ,^ �. <br /> � i cG ' J , i 5 � � � � � � <br /> � i i � S� � ` i �'' � i y i � � i �y � �� �� ` �� `� " �� \` �` \ SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT OF A PERSON WHO <br /> � i � � � 1 „ � � � ��- , � 1- � 73LF 6" PVC �1.0� MIN ��\ �� �� �� `�\��\ � \ CAN BE CONTACTED REGARDING PROBLEMS DURING CONSTRUCTION �� . <br /> E � � i � ' Q � � i 0 i � � � � � � ` r �` �� \ �� \ �� �� �\ �� \ � � �� \ ON A 24 HOUR BASIS. <br /> � 66LF 12" PVC �0.55� � " ' � I � p ' � ` �� � ` � � ` � ` � � � 11. MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL AND 18 INCHES <br /> ti � � j `n � i ' Z 19LF_ 6 � C �1.0% MIN � � � �\ �\ `� �� `� �� � �� � � � <br /> ' � i ' ;� ' i ' i ' � � �� ` `� � � � � VERTICAL SEPARATION BETWEEN POTABLE AND NON-POTABLE � • <br /> � � � ', � ; � ' � � � � � � � � `� . . . s�� �� � � �''' O \ <br /> o � � ' � � � � , � � � � � . � � � s� � � � o � � tL \ CONVEYANCE SYSTEMS. <br /> � CB 2 TYPE 1 � � � � � � � ` � � • • � � <br /> # � I � � � Bus DE � ` � � ` ` � i � � ` `� � 12. ALL CITY OF EVEREfT VALVES SHALL BE OPERATED BY PUBLIC <br /> � � � � I i � i � i * BUS ROUTE � � � � � � � � � �°� r <br /> � SEE DWG DP2 i i � `r� � ti-- � � �°i � 5 � ` � `rw �. \ � �\�\ �` � ; . <br /> � �i i i � � I �' i � � � + � � ERGENCY �� �� � � `� ` \ ` � ` < � WORKS DEPARTMENT PERSONNEL ONLY. ALL VALVES, NEW AND , <br /> � _-8' WI LOW ' � � i � � r � � � � � � � � � � � \ <br /> � � i r � i � � � � � � �� � � � � EXISTING, SHALL BE ACCESSIBLE AT ALL TIMES. <br /> a � �, � ; _ ; E� y ; , , , ; , �, � , , , , , , , , � , , , �a � <br /> _ � I i i Tf N�OOD � � i � � t �\ � �\ �` �\ �\ �,��� �\�` �\ � � CB2554 <br /> N 1 I I 1 � ► ► � � � � �� �� � � � G� RIM=569.20 <br /> � 1 /ni�n,\_�F� n� <br /> � MATCHLINE SEE SHEET DR2 0 ; � � :: <br /> � v +,,. o � . . <br /> � ; NAVD88 <br /> :��; ; <br /> / �A,•. �� I.:.���- " , . <br /> X ��'�„� <br /> ,,�, <br /> y . <br /> N . , <br /> � E R Know what's belOW. f • � <br /> � . . <br /> � �oe A r�9 Call before you dig. - <br /> 2 s ,� A D D E N D U M N 0. , M s o s '� � �' CO M M U N ITY TRAN S IT D r a w i n g N o. <br /> � 16 17 CHANGE ORDER N0.1-RESPONSE TO CITY PERMR COMMENTS M!C DS - N ~ _ ° m Orawn ey Date scA� � <br /> MMC ,o ,4 ,9 D R 1 <br /> `r 1 9 R E C O R D D R A W l N G R E V I S I O�I S A Y B C a� � °� Designed By Horiz <br /> � � �/23/19 ADDITIONAL BUS SHELTERS MC MM � ������'� �`��� � � � � � ,Q 54923 MM 10 14 19 1"=20� SEAWAY TRANSIT CENTER ;; . <br /> , <br /> 0 2707 COLBY AVENUE,SUITE 900 k�� '�'f F�►st'ER � Checked By Vert Sheet No. <br /> N �RErr,wa 9s2ot ��*��,� �A ���- s��NAI ENG Bc ,o ,4 ,s - <br /> � Approved By Project Number 20 7� <br /> o No. oate Revision By ,�P�. 425.z52.noo � 8oa.615.9900 20,soos�.00, D RA I N AG E P LA N � . <br /> �� 1�I" ao�4 <br /> of Total <br /> f ° � <br /> •, . <br />