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' SE 1/4, NE 1 /4 SEC 11 , T. 28 N., R. 4 E., W.M.
<br /> MATCHLINE SEE SHEET DR1
<br /> I• 9a], _ z \ fit•` \ CB(�18 TYPE 1 Ei> F_ y
<br /> �� I I i'--. ,, .,•,. \ ,kR, \�\ �, ' \ o `; � W/BEEHIVE GRATE
<br /> ,1 I ` 29LF�4" PVC Pipe @0.69%', i ♦© \•. ` - SEE DETAIL DWG DD7
<br /> \ UPTURNED 90 DEGREE t
<br /> 1 1 C _. _1� - BEND ;�,` ��j:� _�\ , a •342532.30, E:1290896.09\
<br /> ,' MODULAR ‘,E=569.10 \
<br /> I - 1 ,. I IE-573.18 ,, WETLAND \ s' ;©© 1•"IE=565.10.(SW), yr\
<br /> I' m 1 4 '' 'J 4" PLASTIC ATRIUM DRAIN- ;I\ CB 5 TYPE 1 •TL ��t
<br /> -- I I .t GRATE I ' \�, i DWG DP2 w '' LSEE DWG DD5 . CB #17 \ \'!.\ fo\
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<br /> I ' RIM 573.93 l , �-,.ot ' ,�• �� - •-a c: SEE DWG. '1-FP2 :,,4_\\iJ $OLF 6'PVC A1.0% MIN ?t �_1fi69- - ; 1.\ 506
<br /> I 22.5 DEGREE BEND �� 12?G 68LF 12" PVC ®4.15% OIL/WATER -FR<r \ 6 SCALE
<br /> I I 1 IE=561.9r tP ' ,,, s';%,SEPARATOR SEE '`, !:T` k=.a-55%�, 1:1 IE-572.98 1 . • ."i :., li' w\ IE_Ee,i c4 ■ ■ ■ ■ ■ ,I1 , _ t , A i , DWGDD4 •` ' \ ■ ■ ■ ■ ■o _ p_ 27LF 4" PVC ®0.67% , i '' 3 50t 33LF 12" PV ®1.33% \ ` ;`\ 20 0 20 40
<br /> r 9 ^' \. ?a \ FEET
<br /> ©©O y , use .� `CENTER OF Wa 1 D/;; \'' Ls 1565.8r
<br /> �1 F \\ EI:G m �, \�5 SF,!PED IN A.
<br /> J '-., -� - ®.. i , Zn (rs ` ''.1� N 3 05 94 1 > vv• (r -,o _r \. 1l'v`KH Duvr.
<br /> CB#2014 m. `u i7 90881.18 \•�\l �.\ _ ---�--,. \
<br /> I N.342494.97, E.,2soss2s2 \ ��'-. /y�� <r CONSTRUCTION NOTES:
<br /> 9LF 12" DIP ®0.769. ,4 1 / .��� �_ ii • \ 9 E=562.28 ; V. V �`�`V� `, `: \ \ -- -- - -- L- :t`.. \
<br /> _ I I GE=576.56 CB 25 TYPE 1 'c, ;%' BUS E I ,
<br /> \ , �= # cF;,�, ...III • / SEE DD2 tY ` °�, _ --- -- �.`� \ \ O1 CONNECT PIPE TO EXISTING STRUCTURE.
<br /> '2 t 11., _ I, . 2 12. IE=574.22 (S) I " W/BEEHIVE GRATE' 4, p1 /CB TYPE 1 t9 A.:, 41LF 18" ,i �\, _ , \ ;5,2\'
<br /> -f �F-55 -I 12" IE=574,22 W SEE DETAIL DWG DD1',Jp`` '" '■7 p RIM=574.Ot IE=561.05 PVC ®0.73%` �\ \ O2 REPLACE EXISTING GRATE WITH SOLID LOCKING COVER
<br /> �" z .-N:342494.06, E:1290726.79 , IE=564.67 SEE DPt .t ",- CB 16
<br /> IE=574.22 (N) L•,� \ `` a- ^\ PER C.O.E. STD DWG 410.
<br /> GE=573.46(key; , / 0 _ IE=572.80 ,. I\\" •\\SEE DWG. FR1-FP2 • �\,
<br /> II 2 I _ 6" IE=571.00 r``44.. . I I ' - \ `i%, A TYPE 2-60" `����`
<br /> ' �' I- ©O I 12" IE=S•= ••; E) A'�� 6 3LF 6" PVC 00.0% / CB $12 \„ �C, \`�,,1N pU R ..\\\\ � O3 ADJUST CATCH BASIN TO FINAL GRADE.
<br /> I„ vi l ,b � �_),_ ` - SEE DWG ' ••;\ .rt '• O
<br /> CLEANOUT S IL DWG NaD05 `,,,\,.‘\
<br /> `.� 41, c-_-p �� ��-� - 3` \\ \ 4 PAVEMENT RESTORATION PER C.O.E. STD. DWG. 316.
<br /> :• --AO N:342470.00, E:1290585.36 ; 1�- i- ------p IE=56D 00 i ?�, F\ •p. I \� O 6" CLEANOUT TYPE 1 PER C.O.E. STD. DWG. 604.
<br /> o :al I GE=577.75 f-' I :,w�„ ,:;e� '1 aILII 42_ ``-W`1_ --ss3_ IE=558.90 j \` -� k us\`\,6` ``, -,/ \\\ �� 5 ..
<br /> -T� -'6" IE-574.16 (SE) ;� - '�1"' "' ��-' \ p, `_`�J , , `, 1, v0., ;,,s,`\,,� Og 6 CLEANOUT TYPE 2 PER C.O.E. STD. DWG. 604.
<br /> Y, , IC ` '� VAULT CORNER , \
<br /> '�-CB{)20 TYPE 1 I I ,) I I '�'�''. 8 � _ RAIN GARDEN N 342465.87, - I ,` ', i 9G',"`� •\�CB 11 TYPE -
<br /> W/CONCAVE GUTTER INLET If - SEE LANDSCAPE VAULT CORNER E 1290858,87 ��' �) � SEE DWG DP1 \1' (� O7 ROOF DOWNSPOUT TO BE SPLASH BLOCKED ONTO RAIN
<br /> 1 cm II 1 �� N 342441.98, -, , yG 7. N GARDEN STREAMBED COBBLE SPILLWAY.
<br /> FRAME & GRATE NEENAH R-3 PLANS & DWG DD6 (.- sp 1 ' N}g. :` I IX
<br /> SERIES OR APPROVED EQUAL I , 5 E 1290825.55 , -
<br /> ,, • CENTER OF OIL 1 , , i ` `�'� / o O8 INSTALL 6" PVC STORM DRAIN PIPE STUB FROM
<br /> N:342494.84, E:1290553.83 SOI 1 _ 1 ' WATER i Ir '�i \ CLEANOUT TO SWIFT SHELTER DOWNSPOUT LINE PER
<br /> GE=577.03 = - I 4` SEPARATOR_ , I r \`'00 .�`\\ CB #15 DETAIL ON SWIFT II DWG. NO. BSP2.
<br /> 12 IE=574.29 (E) 117LF 6" DIP 01.0%,MIN GRAss a N 342492.28, _-�'� , J . SEE DWG. 1-FP
<br /> \\ 1 I DETENTION VAULT IY ti•` E 1290889.39 ) i i Dtt \ \ ��,-�
<br /> ;`710LF 12" D •IP.®0.50%': =) CB #10 TYPE 1 SEE DWG. DD2-DD3._ E 1 W �' , W y \'� ! Li ®
<br /> CONNECT NEW CATCH BASIN TO EXISTING PIPE.
<br /> , 1 SEE DWG DP1 `'', CB #6 ' I , ,, i 0 ,' \
<br /> L j 1 I id J0• ��` SEE DWG DP2 � 'r'n \\ LL.I
<br /> 'a ,�= - - I _ 19LF 6" PVC ®1.0% MIN -- __- ---,yt� - CB #7 TYPE 2-48" ;yb �. 4 c' 10 CONNECT SHELTER DOWNSPOUT TO CATCH BASIN OR
<br /> o , w ,,� T I __ _ -� SEE DP1,- - � .`+MP��\� 9,F��s�`; ,t, = CLEANOUT VIA 6" PVC STORM DRAIN PIPE.
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<br /> I`/ / I I I P. \,,-TEM ..,e'BLNCHMARI,, ----- --- . _ _ - _ _CB N8 TYPE 1 L _-� -�--- -- __ 4-- \ \
<br /> o , L I ,.sET_CRIB ;c ' _.__ ___ _ SEE DWG. DP1 \�:•
<br /> ro �( ' v }---d- '1 - ,- - -- -- - -CB #9 TYPE 1 - _ CB #13 - 6i -- \,
<br /> `y (n % j I I CB#19 TYPE 1 \ t ) t Te-, _ -� - - - - __ --_
<br /> 15 W/CONCAVE GUTTER INLET -� t ` ' --=�37LF 6" PVC-®1.0% MIN- SEE DWG DP1 , g'` I� \-�
<br /> A I '1 FRAME & GRATE NEENAH R-3381/," ' .- i ; I / 7r:HAru,W/9 . PPEO T-, / T8C"--""""'EE..'DWG s -- - X L .DPi
<br /> c 1II ,I i i ' DRAINAGE SWALE SEE SECTION .. ,: ,
<br /> `�'/ END OF SERIES OR APPROVED EQUAL ._, Fs,= ' ; A-A AND DWG GR2
<br /> n 1 BRIDGE N:342385.27, E:1290562.44 l ___-`�`�-2 y i I t / i
<br /> Iu ;� . JQ1r62,38 : cc
<br /> 11
<br /> 1 I GEw 576.92 '
<br /> o m ----(spy-12 IE=574.77 (N) ='.s BP` ! ' i i i 5=5o2.0A V
<br /> . 1 I I. 2 1I11 CB #14 P
<br /> m c=s. E{ ! s.
<br /> _ F orJc. coNc. -301 I I SEE DWG. DP1 & FP1-FP2 s6` /....,
<br /> -3 = :\ ` \ \ r� rdJ P I I p �rn+H3566 ©/ F.S,�s*/s;
<br /> c - S,` `` \ ', -576'', '-,�:-- I ; RIM=564.15 �' ''•... 7 T
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<br /> m .:•,-,..,,, ,,:,,,,,,,,:-..,,,' r \` 1 �.-1 I ELECTRIC SUBSTATION E=555.65 C'c265T`
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<br /> o "T.- ‘,,. `- �; ,,`.i \ �p \'U`_}, LIGH i,41Lg i I4❑ G. }.dr L NIC
<br /> `: ,�` `�`�` •`��,. \\"\ \ `�\ ---57- MA4!jV 1 i `}:� _ 1 HORIZONTAL DATUM:WASHINGTON STATE PLANE CC+SJRDINATE SYSTEM.NORM ZONE(4E01). NAti83(1991), Us W/@ Z T
<br /> '�B ". `` � ;^,` \`'`'`` \ \ �� `` i `( Ij 1 SURVEY FOOT,PER PROVIDED CONTROL FROM FERTEEf. - ^ ,a:- T_,/
<br /> :s..;. y. ,.,'�:,cV\ ��}'.\ ,�,-\ I�Ir-;��\`\ L ^u.00 G nI rL �r�--. F .... 2. `WOOD /\ MA_,
<br /> ���.` a. `-`' � �': I
<br /> :T i i:i VERTICAL DATUM: IJAVD82.PER PROVIDED CONTROL FROM PEPTEET. FENCE .1 ` .A.P./,\
<br /> W
<br /> 0
<br /> - LEGEND
<br /> SD STORM DRAIN
<br /> 2- > - - - DITCH
<br /> g DRAINAGE SWALE J I GENERAL NOTES: . CATCH BASIN
<br /> 1. ALL NEW CATCH BASINS, SHALL HAVE VANED GRATES CLEANOUT
<br /> PER WSDOT STD. PLAN B-30.30-01, UNLESS
<br /> SECTION A-A OTHERWISE NOTED.
<br /> N.T.S. Z. THE OFFSETS AND COORDINATES OF ALL CATCH
<br /> BASINS ARE MEASURED TO CENTER OF STRUCTURE,
<br /> 5- UNLESS OTHERWISE NOTED.
<br /> F 3. ALL EXISTING STORM DRAIN PIPE AND EXISTING CATCH ,
<br /> E BASINS SHOWN IN THESE PLANS ARE TO BE PROTECTED e
<br /> UNLESS OTHERWISE NOTED. � iill
<br /> E 4. SEE PLAN SHEET DR1 FOR STORM DRAINAGE NOTES. 8I NAVD88�
<br /> 9 I X
<br /> B Know what's below. '
<br /> r
<br /> .o. . • -, Call before you dig.
<br /> • Draw By Dote SCALE COMMUNITY TRANSIT DawIng No.
<br /> DR2
<br /> PI
<br /> Et /\� 2/16/7 ADDENDUM NO, 1 MS OS p E RT E E T -- -- � , . � ._ MC 10/14/19 _
<br /> 3/16/17 CHANGE ORDER N0.1-RESPONSE TO CITY PERMIT COMMENTS MC DS / m
<br /> 1/22/19 RECORD DRAWING REVISIONS AY BC c-t-� `�--o}} 0 1 J" Designed ByHode SEAWAY TRANSIT CENTER
<br /> /5\ 9/23/19 ADDITIONAL BUS SHELTERS tJC IJIA tors]r�u n t k t ra n 51 t e, ,54923 , r• ec 10/14/19 1"-20' sheet No.
<br /> 2707 COLBY AVENUE,SUITE 900 •` `" 1 FGIsmiR Checked By Vert
<br /> EVERETT,WA 98201 Sr,"1C-.:.' ' '�WONAL EN6 BC 10/14/19 - / 21
<br /> 425.2517700 1 800.615.9900 Approved By Project Number c 0 71
<br /> - No. Dote Revision By Appr. jG/LIT/.�Ij 20160067.001 DRAINAGE PLAN J`4� !Tolol
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