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<br /> SE 1/4, NE 1 /4 SEC 11 , T. 28 N., R. 4 E., W.M.
<br /> MATCHLINE SEE SHEET DR1
<br /> r
<br /> �, \\LE
<br /> B 2554 TYPE I
<br /> \\ E-569.20
<br /> ` S ` \ E 12"CONC NW-562.92
<br /> 12"CONC 5E=562.79
<br /> 79LF 6" PVC 01.0X MI (1 : � 1<.,`, © _ �`��\\
<br /> N:342494.84, E:1290553.83 CB17 r(L
<br /> CB#1 TYPE 1 ' I ' y e SEE DWG. FP7-FP2 l� P$\
<br /> GE=577.17 � + \ .MODULAR WETLAND ' `\ \ CB vs4 TYPE
<br /> _ G OLF 6" PVC 01.0% MIN \ SEE DWG DD5 _ i _N
<br /> SCALE
<br /> 12" IE-574.29 (E) -6 •' ' .\ EE1 764 T SVQ©© �\3LF 12" PV \\.00% 33LF 12" PVC 01.33X \ IE 12"CON'S_ ■�•�••■
<br /> \ E=582. e \ CB #16 \ 20 0 20 40
<br /> . I I 0. !� ` t SEE DWG. FP1-FP2 \ FEET
<br /> Y. '9 cc DETENTION VAULT ` \ \
<br /> m o �oL °G SEE DWG. DD2-DD3 `�\ �. \sue ,a �67 \ CONSTRUCTION NOTES:
<br /> I a- 92LF 6" PVC 01.0X MIN- ' C" �1, 6 12" PVC 01.82X A® /`, Ow/PU CH, . W1.1 \\ p1 CONNECT PIPE TO EXISTING STRUCTURE.
<br /> �� 'A ti� \
<br /> B=5D6 TYPE ( - © I I '�L �;/' 7 `,\ \ -- O. O \ O REPLACE IXISTING GRATE WITH SOLID LOCKING COVER
<br /> e' SICN POST ? ^K<S5 C1 I S
<br /> E 12"H PE N-74 22 I, S i O
<br /> Q- „ I „y IE=564.0 ��•OLF 12;PVC 00.70% \ \ PER WSDOT STD. PLAN 8-30.20.
<br /> Q A Q I '¢ CB#6 TYPE 1- sue-!` ,4 , i \ x`` \‘‘, 3 ADJUST CATCH BASIN TO FINAL GRADE.
<br /> 'qiI > .. 0 S, m I I ',., Ii I N:342523.61, E:1290821.16 OIL/WATER ��` i \ \ \ \ ‘. ',
<br /> •LF I: DIP 00.78%• N I I11 GE=571.99 SEPARATOR SEE �e�� \ `\\\ ` O4 PAVEMENT RESTORATION PER C.O.E. STD. DWG. 316.
<br /> alp�r n m 12" IE-567.90 (NW) DWG DD4 , �G \ \.c s' S 6" SEWER CLEANOUT TYPE 1 PER C.O.E. STD. DWG.�1Ig m 86"IEE 5567.9067.90 ((W)) CB 12ID IE=564.0 �``; \\� ‘`` �\ ry O 604.
<br /> _...'c I SEE DWG. DP1 G \
<br /> ' x 1' .a, -yµ- .. 12" IE-567.90 (SE)
<br /> J _ _ �� ' \\•. ` \,\\ \PrUD=566.1 ''' O6 6" SEWER CLEANOUT TYPE 2 PER C.O.E. STD. DWG.
<br /> "C Per P I LAOVER_ 0- ' \G� \•.C8#11 TYPE 1 604.
<br /> C
<br /> RNLI( .Nc P S sd, G I`7
<br /> uNFC4 _ vEHIC S I CB/7 TYPE 1 G ' GE 4 675.Z5, E:1290966.23
<br /> "ANS1T IMPUuIi.D,_� SIGN N:342451.20, E:1290872.54 12" IE-564.60
<br /> 1--I! I N K_P O� GE=570.93 41 LF 12" PVC 05.76% / , I" $ (W)
<br /> 5 SATCB#8 TYPE 2-48" $3��' \, STORM DRAINAGE NOTES:
<br /> L
<br /> } - - - 12" IE=566.50 (NW) p� t
<br /> '� i I 1 m o I r__ 12" IE=566.50 (E) N:342465.84, E1290910.37 -o \..7� , CB I{15
<br /> OEER CBOS-I 1 GE=569.62 $ po ,P\_ \,. SEE DWG. FP1-FP2% PART OF THE,, n 12" IE=564.14 (W) .Os s 1`\ c.\ ' \ ; Lj•J CONC 1. OFAI Ffl, OR PUT INTO USE UNTIL ITHAS BEEN COVERED.
<br /> INSPECTED,
<br /> , _ - I 12" IE-564.14 (SE) y 1 k `,
<br /> L
<br /> T �_ 12" IE=564.14 (NW) _ 35LF 12"INC 04.57R LLJ TESTED, AND ACCEPTED BY THE CITY OF EVERETT.
<br /> E I - - \_---�____ - - ARDS AND STANDARD SPECIFICATIONS OF OF
<br /> • i \ , 1 y ;, -- -- _ IP 02 � �imir 4, > W ALL/WA AND MATERIAL SHALL CONFORM TO THE CITY
<br /> 84LF 12" D .57Xm
<br /> O NEM BUS BAY 7 ., .- ' `\ , APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN
<br /> 0 i -.- '• �;.Yr_s.. ._.,..,;.., _-;,x-,.., .,; k•y.-.Y.a�V, „•;�...:rver,�....,•.. X 0111-- •�!rA
<br /> `-�� , LL-IOBTAINEDFROMAVAILABLERECORDSANDARESHOWNFOR,��
<br /> �'+
<br /> y SDN.'1 \�,;. LLICONVENIENCE. THECONTRACTORSHALLBERESPONSIBLEFOR_ 1 L-,.z�rd�, -rN V VERIFICATION OF LOCATIONS AND TO AVOID DAMAGE TO ANY
<br /> I m /... 'i •" 5 x`•�"���•���•�.�.�.�.�.� „� �,�.�,�.��-. .-./- '-.-.-'_. ti_ �\ ADDITIONAL UTILITIES SHOWN. IF CONFLICTS WITH IXISTING UTILITIES
<br /> j _LL_ t2 ARISE DURING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE
<br /> } - 4^ rM _ SX f� N. LLI PUBLIC WORKS INSPECTOR AND ANY CHANGES REQUIRED SHALL BE
<br /> o ------ - --
<br /> r
<br /> 29LF_12 DIP 005 2'� \
<br /> "�' I Q °' _ - --`"" Z APPROVED BY THE CITY ENGINEER PRIOR TO COMMENCEMENT OF
<br /> • i Lu m. �,, 2-�-_; RELATED CONSTRUCTION ON THE PROJECT.
<br /> (TRANS=oRMERs CB /14- 10. J 4. ALL STORM SYSTEMS WITHIN THE PUBUC RIGHT-OF-WAY OR IN
<br /> j 'N DRAWN TO ra1 F) - :I ): II CB;9 TYPE 1 i4 SEE DWG. DPI do FP1-FP24 = EASEMENTS MUST BE STAKED BY SURVEY FOR UNE AND GRADE
<br /> o I �� cP TOP ore N:342418.44, E:1290938.37 CB f 13 crP U PRIOR TO STARTING CONSTRUCTION.
<br /> o END OF m BP 37LF 6" PVC 01.0% MI GE=567.49
<br /> �"-�._ SEE DWG. DP7 -° / i6" 5. ALL CATCH BASIN GRATES MUST BE STENCILED OR STAMPED
<br /> a `T.'
<br /> :1 BRIDGE \IGP x 12" IE-564.44 (E) CB 2382 TYPE I C°;ICNIO 'gaf "DUMP NO WASTE, DRAINS TO WETLAND.'
<br /> it o; ;gRCE HIGH
<br /> BP CB/10 TYPE 1 12" IE=564.44 (W) CE=565.60 \'''q Q 6. NO CONNECTION TO THE DOTING MAINS WILL BE ALLOWED
<br /> m VOLTAGE POLE N:342415.24, E:1290854.67 12" IE=564.44 (NW) IE 12"PVC SE-562.09 I +�
<br /> LL G EXCEPT BY MEANS OF AN APPROVED BACKFLOW PREVENTION DEVICE
<br /> w a _ GE=570.68 CT. I-_' CP \ PRIOR TO SATISFACTORY FLUSHING, TESTING, DISINFECTION, AND
<br /> z• I `- E- �. CP CP BP-- .-yx--_ 6" IE=566.60 (SW) fs
<br /> _ \ I RECEIPT OF SATISFACTORY BACTERIOLOGICAL TEST RESULTS.
<br /> a`I \ '' 12" IE=566.60 (E) l��I
<br /> E 41 \ ,I I v 7. CONNECTIONS TO AND TAPS ON EXISTING MAINS WILL BE MADE
<br /> a I \ CP 2697 BY THE PUBUC WORKS DEPARTMENT AT THE CONTRACTOR'S
<br /> \ ❑ 6'MgP.,1 EXPENSE. THE PUBUC WORKS DEPARTMENT SHALL BE GIVEN AT
<br /> u \\ 6•CLF I FAST 5 BUSINESS DAYS NOTICE FOR EACH CONNECTION. THE
<br /> = \ W, ED TOP PUBUC WORKS DEPARTMENT SHALL THEREAFTER DLILHMINE THE
<br /> \\ •' DATE AND TIME AT WHICH THE CONNECTION SHALL BE MADE.
<br /> >. �_ - \� I 6 wDE s "'^ 8. ALL WORK AND MATERIALS MUST CONFORM TO CITY OF EVERETT
<br /> s - STANDARDS.
<br /> 9. A PRE-CONSTRUCTION MEETING SHALL BE HELD WITH THE CITY
<br /> PRIOR TO THE START OF CONSTRUCTION. THE CITY OF EVERETT
<br /> PUBLIC WORKS CONSTRUCTION DIVISION MUST BE NOTIFIED AT I FAST
<br /> 24 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION.
<br /> 0 10. THE CONTRACTOR OR THE CONTRACTORS'S AUTHORIZED AGENT
<br /> SHALL NOTIFY THE PUBUC WORKS DEPARTMENT OF A PERSON WHO
<br /> CAN BE CONTACTED REGARDING PROBLEMS DURING CONSTRUCTION
<br /> ON A 24 HOUR BASIS.
<br /> E 11. MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL AND 18 INCHES
<br /> GENERAL NOTES: VERTICAL SEPARATION BETWEEN POTABLE AND NON-POTABLE
<br /> 1. ALL NEW CATCH BASINS, SHALL HAVE VANED GRATES CONVEYANCE SYOitMS.
<br /> PER WSDOT STD. PLAN B-30.30-01, UNLESS 12. ALL CITY OF EVERETT VALVES SHALL BE OPERATED BY PUBUC
<br /> OTHERWISE NOTED. WORKS DEPARTMENT PERSONNEL ONLY. ALL VALVES, NEW AND
<br /> ' EXISTING, SHALL BE ACCESSIBLE AT ALL TIMES.
<br /> -- 2. THE OFFSETS AND COORDINATES OF ALL CATCH
<br /> BASINS ARE MEASURED TO CENTER OF STRUCTURE,
<br /> - UNLESS OTHERWISE NOTED.
<br /> 3. ALL EXISTING STORM DRAIN PIPE AND EXISTING CATCH CALL 2 BUSINESS DAYS BEFORE YOU DIG IIYnI:I:1
<br /> BASINS SHOWN IN THESE PLANS ARE TO BE PROTECTED
<br /> E UNLESS OTHERWISE NOTED. 1 800 424 5555
<br /> ✓ UTILITIES UNDERGROUND LOCATION CENTER '
<br /> '-
<br /> DrownLI Z. By SCALE COMMUNITY TRANSIT Drawing No
<br /> Perteet ----0 0 60%SUBMITTAL Designed By 7/7/16 HeHx DR2
<br /> co' 425-252-770011-800-615-9900 communitytransit/ NOT FOR MM 7/7/16 1...201SEAWAY TRANSIT CENTER
<br /> Checked By Vert Sh/090,
<br /> �' a° CONSTRUCTION BC 7/7/1s
<br /> Ever B.Washington
<br /> 9820900 s+title 11 Approved By Project NumberDRAINAGE PLAN
<br /> a No. Dote Reston B, APP.'. Everett,Washington 98201 20110155.016
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