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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 /> i co 4 '( V`•J 1 a�-c + ,� ', i , i a • \. to. \ ce I1 B TYPE 1 IE(SE}=56.^..79
<br /> i '! ! I ,.I 1 ' ` ` i ) 29LF'4" PVC Pipe 00.69%•: _ �` \, �a© ,�\ \\• •.�� <_`�`; \ W/BEEHIVE GRATE
<br /> �',` ( \ \ UPTURNED 90 DEGREE .- , \+ •' \� 0,, SEE DETAIL DWG DD1
<br /> 11 BEND-- / 1 \ • s _ �j\ , , \, \ :�\� �a` •342532.30, E:1290896.09\
<br /> I ,___„1
<br /> ' m IE=573.18� , i w ' `\ MODULAR* \ E=569.10 \
<br /> ,' '6' 1 r ''' 4" PLASTIC ATRIUM DRAIN) i .� ; CB #5 TYPE 1 �`' �+ a` \' •©�J 1•" IE=565.10 (SW) y\
<br /> 1; I m , �`c WETLAND i A;•: <.•J
<br /> ,\ GRATE 1 \` `� DWG DP2 ��. 1` SEE DWG DDS, \ ' `•+ `;,.� CB #17 `=,'' •p\
<br /> , 1 \1 �' I RIM 573.93 I \ `� ,. , �,;� .• \'\\ , •`•E SEE DWG. P7-FP2 r\: o\
<br /> I ) \ OLF 6" PVC ®1.0% MIN \ �`l r, . . - <\ 06
<br /> 3 I ! 7I'c,,. 1 \�' 6� A \ A l \ i���,_: .3 1, ; cez 6a
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<br /> { I I `} I 22.5 DEGREE BEND - 1;=561.9, G LF 12" PVC ®4.15% ,') 1 c OIL/WATER . �N,- }! �y � \ RIM=saza6 SCALE
<br /> I IE=572.984 `' ,a SEPARATOR SEE I5. ?
<br /> �t d 1 . © ` I m \°F\DWG DD4 'y \ ■ ■ ■ ■ ■ inemomimi
<br /> f N I�J,■M■lloip I \\ 27LF 4" PVC ®0.67% , ,p` 9� ,,°i \,\ 50 / 33LF 12" PV^®1.33% '`\ ",,,\ 20 0 20 40
<br /> ©©O I m P Aa;'.,' . tic, ,1 D/, s FEET
<br /> CENTER OF Wart
<br /> t _ } j 111 G N 3 05.94 ,' .lo S ,r'
<br /> 4 s- 1 CB#2D14 n,� 'I - �I�� - •, St L' ' 05.18 `.. `�. \�i I:cu ...
<br /> 9Lf 12" DIP 00.78% 1 > c N:342494.97, E:1290562.62 -. �. ti �- my s '��� __� ��`,_ ;;, `\ CONSTRUCTION NOTES:
<br /> GE=576.56 CB 25 TYPE 12. 5, /-
<br /> s # �• SEE DD2 1/ \ �� - 0,- t� za \ \ 01 CONNECT PIPE TO EXISTING STRUCTURE.
<br /> Bzo:< k'~ 12" IE=574.22 !S) 'I W/BEEHVE GRATE' -±�� CB TYPE 1 g �- O• \\Islast6e • ��; l - 41LF 18"' 's.' -� �- \ /\ %.
<br /> i:E=5742z I J, I 12" IE=574.22 (W) ( SEE DETAIL DWG DD1, �� RIM-574.Ot `IE=561.05 .PVC ®0.73% ' '; .� \ 2 REPLACE EXISTING GRATE WITH SOLID LOCKING COVER
<br /> Z IE=574.22 N ,, j N:342494.06, E:1290726.79 , IE=564.67 SEE DP1 oy \ ` CB #16 \ ` '`\ O
<br /> O GE=573.46 f 0 •
<br /> Y _. IE=572.80 `' \ , \ 1� -` SEE DWG. FR7-FP2 PER C.O.E. STD DWG 410.
<br /> y s ► ATYPE 2-60"
<br /> 1 'I i, i-_ . ¢1 ©O I ,I� 6" IE=571.00 ' 1 I ' '\ \ I `\\�y ' /, ,,„\ \., 3 ADJUST CATCH BASIN TO FINAL GRADE.
<br /> i, II® F- ��+ 12" IE=5..: i_1 13LF 6" PVC 00.0% /' CB #12 \�. Y •
<br /> .'C� ®® `,.�`FL0W PUTTER . ; \"�'�\ O
<br /> 5 I ••7- VVV 41--�SEE DWG. DPI SE t •L DWG NO. DD5 i� O
<br /> :-t n \�\ 4 PAVEMENT RESTORATION PER C.O.E. STD. DWG. 316.
<br /> r CLEANOUT I , ,J .t �, �\ '"'�\�4s 1 , ' `.C'',A' ' 3\: /:\`•, 1 �`\ q\\
<br /> N:342470.00, E:1290585.36 I .. e, F-T i .` \\
<br /> ,
<br /> I 1 'i�K ^., 3 I GE=577.75 � � ly �� � `• ` \ �•�' �.\ / ,' \ `c 5 6" CLEANOUT TYPE 1 PER C.O.E. STD. DWG. 604.
<br /> I vl,. ...:..,,...,:,- 't ' ,, ----- -563- IE=558.90 i l; M ', �`, MCP �, • , , \ \\.�.
<br /> ' c _ -6" IE=574.16 (SE) ��- \. A. t� \ o • •
<br /> S. \ .
<br /> g i��v i� Sb II I G _ VAULT CORNER-�� ,IP"' )' '+ , \\ 9 '\s\." Y• \ O 6" CLEANOUT TYPE 2 PER C.O.E. STD. DWG. 604.
<br /> 1,4 \ CB#20 TYPE 1 I I F _ __ RAIN GARDEN - N 342465.87, I, , ,\ lG- ,. CB #11 TYPE •/ s}y. \
<br /> + i\W/CONCAVE.GUIIFJt INLET --i I SEE LANDSCAPE VAULT CORNER -___E 1290858.87 _ -- •__�, , ,I i \ SEE DWG DP1 -\ 14) O7 ROOF DOWNSPOUT TO BE SPLASH BLOCKED ONTO RAIN
<br /> + �-`-`; N 342441.98, , ` ), GARDEN STREAMBED COBBLE SPILLWAY:
<br /> FRAME & GRATE NEENAH R- I 6T1 I I i 'PLANS & DWG DD6 r / t, r I , \ • u^
<br /> 3 ' SERIES OR APPROVED EQUAL I I •' r5 E 1290625.55 \®•':•` `.� '\' 1 IX
<br /> 8 INSTALL 6" PVC STORM DRAIN PIPE STUB FROM
<br /> ' CENTER OF OIL ; ti§ !
<br /> N:342494.84. E:1290553.83 SDI _. I I ' , I , �\ •\\ p'. , . e O
<br /> l _ ' ! 1 + WATER SEPARATOR _ I I O� \\\ CB#15 CLEANOUT TO SWIFT SHELTER DOWNSPOUT LINE PER
<br /> GE=577.03 pp 1 I �' _ I
<br /> 12" IE=574.29 (E) I T¢ f I17LF 6" DIP ®1.0% MIN ;cPlss a ___--- DETENTION VAULT W N 342492.28, I �\ SEE DWG. 1-FP DETAIL ON SWIFT II DWG. NO. BSP2.
<br /> L�
<br /> +' , - SEE DWG. DD2-DD3 E 1290889.39 / ' t it \� n
<br /> I CB #10 TYPE 1 , •.-- jN yy _ \ \\` `r' a i__
<br /> p9 CONNECT NEW CATCH BASIN TO EXISTING PIPE.
<br /> 110LF 12" DIP 00.50%\ {+ t.
<br /> ( I I L SEE DWG DP1 I CB #6 TYPE 1 `` I 0 :o , \
<br /> I L - 1, (,, (..�. SEE DWG DP2 - ` ' 1 lc \\ i
<br /> t �I �� - -• _ 191f 6" PVC 01.0% MIN_--_=- --__ _"---- -587= - CB #7 TYPE 2-48"-%� W 10 CONNECT SHELTER DOWNSPOUT TO CATCH BASIN OR
<br /> 0 1 » J Y T , _ - �. SEE DP7�- - i `r `4y = CLEANOUT VIA 6" PVC STORM DRAIN PIPE.
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<br /> fe t, ' / " /,-'�L l (/ I'''''1-.---„,! ` TEM - - -- -- _ - _ - ---- - = SEEDWG. DP1- -- \\ \u© 6 EASE -or , ; I • -E� - :- -- © - -CB #9 TYPE - C6y#13 \ � J
<br /> i�� I CB#19 TYPE 1 , �' , - -- 56T-" - -
<br /> m , ' ' ,-- _.-- =-37LF 6" PVC 01.0% MIN__.. -. SEE DWG DP1 -S P - - -� • - -Ce" F - 'Plfi�._�I
<br /> mJ i t '/ .. SEE DWG D 1
<br /> ENDDCE I S 342385.2E APPROVED EQUAL. , t i =- --�..�: , 1 u .InF.-o,Ea Ty" ;IPE,....__ a - - s ;; a L'I ` U
<br /> rn I FRAME & GRATE NEENAH R-3381 , ' I `
<br /> ' DRAINAGE SWALE SEE SECTION •,�ss� t�/"-'-e6s-
<br /> a i I 1; A-A AND DWG GR2 y\6•FS"`- I_
<br /> ' I GE=576.92 tI i BP it i i I' I \camY', Q
<br /> o 1574 12" IE=57477 (N) -' -- i \L�.
<br /> m �\ ,-- -JpC. CONC` - !'C'4 i I i SEE DWG DP1 & FP1-FP2 65 •�
<br /> re �/,. :°`\,`,`, \' a 1 I I i ELECTRIC SUBSTATIOhJ E :5665 I cBzs+`,
<br /> .` \ �, Y��� 1 I SURVEY NOTES: J �, t
<br /> o .VrC�,� \. , �' rtc--_!Gr risLP/ ;isD POWER PULL BO% 6(C}WNLIFIN.''
<br /> PC I }�, ` \��.,.;, \1 \ 7', -----
<br /> M,a2r h431_1 ' i .OQ STORM CLEANOUT 1 RIZONTAL DATUM: ASHNGTON STATE PLANE CEY)P.BINAT'E SYSTEM,NORTH ZONE{-E01),Nr83(1951), US W/ ,, T,P
<br /> \ ,5,,)`•;`�`; • ` �..` j- I'')\\^ �'.(:S` ,.Q \' , I SURVEY FOOT,PER PROVIDED CONTROL FROM PERTEET. = v. ,�/
<br /> m I ' �G • .�: �`i{ `l,\ .'1.�� ~� •r•OO G B`-NLJI ill I F I ,_�;•ER VAULT WOGD L �E"MAPLE/i
<br /> I ` `._ '.�,F,l \ ',1 "� :� � ', 'I i.tL l !1 .. 2. VERTICAL DATUM: NpND82.PER PROVIDED CONTROL FROM PEP.TEET. FENLE .>J hi,,
<br /> U
<br /> - LEGEND
<br /> rSD STORM DRAIN
<br /> .E 4�® > - - - DITCH
<br /> Pi DRAINAGE SWALE- I GENERAL NOTES: ■ CATCH BASIN
<br /> 7. ALL NEW CATCH BASINS, SHALL HAVE VANED GRATES • CLEANOUT
<br /> F PER WSDOT STD. PLAN B-30.30-01, UNLESS
<br /> `,i SECTION A-A OTHERWISE NOTED.
<br /> N.T.S. 2. THE OFFSETS AND COORDINATES OF ALL CATCH
<br /> '- BASINS ARE MEASURED TO CENTER OF STRUCTURE,
<br /> a UNLESS OTHERWISE NOTED.
<br /> r 3. ALL EXISTING STORM DRAIN PIPE AND EXISTING CATCH -'
<br /> BASINS SHOWN IN THESE PLANS ARE TO BE PROTECTED 811..0
<br /> Al
<br /> E UNLESS OTHERWISE NOTED.
<br /> 4. SEE PLAN SHEET DR1 FOR STORM DRAINAGE NOTES. NAVD88�
<br /> X
<br /> 3 Know what's below.
<br /> x �OgERr
<br /> Call before you dig.
<br /> E 4 2/8/17 ADDENDUM NO. 1 T MS DS * 9Gn Drawing No.
<br /> 13 3/16/17 CHANGE ORDER NO.1-RESPONSE TO CITY PERMIT COMMENTS MC OS �•--�--�,� g Drown By Date sralF COMMUNITY TRANSIT
<br /> 7/72/19 RECORD DRAWING REVISIONS AY BC P E RTE E T D -, 0 �4( / �/ f e MMC t0/1a/19 D R 2
<br /> communitytransl ' �,� Designedvent SEAWAY TRANSIT CENTER,
<br /> 5 9/23/19 ADDITIONAL BUS SHELTERS MC MM p ,�5asz3 • >
<br /> 0 2707 COLBY AVENUE,SUITE 900 .` '�f fDlsrc•% Checked By 10/14/19 Vert t" 2D' �\ Sheet No.
<br /> EVERETT WA98201 sm,le T.1'' 'GIVE.
<br /> ENG BC 10/14/19 [� /\ 21
<br /> 425.252.7700 1800.615.9900 Approved By Project Number DRAINAGE PLAN of Total
<br /> o No. Dote Revision By Appr. V�) /jA,q 20160067.001Number
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