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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
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<br /> f 11 1 + j I 1 1` ?^ UPTURNED 90 DEGREE.," , P �'6` , ,`c l+ \ ,` , �.. SEE DETAIL DWG DD1
<br /> �i 1i l I I 1 ` 1T�� BEND / - p \ i 'Yr�-;,,, c. e♦, '`, ` `• �� + ,;+` \ `'`' :342532.30, E:1290896.09\
<br /> +, 6 I�~.,N m ' ` -' IE=573.18✓ ,y r �\ MODUWt �\ \cs E=569.10 \
<br /> ` ` ''',f 1 1f, i CB 5 TYPE 1 a WETLAND •\ + ° s ©© 1-" IE=565.10 (SW) \
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<br /> - RIM 573.93; .-�:. o\
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<br /> IE=574. NOR C.O.E. STD DWG 410.'
<br /> © O3 ADJUSTTOFINAL GRADE._ �- ,. SEEDWG. DP1 ® \ '�-\'JW' ` 'SE • IL DWG N0. DDS yt PAVEMENT RESTORATION PER CO.E. STD. DWG. 316-.`�I N:342470.00, E:129D585.36'S.i�� 1 _® - -__.A IE=560.0�; �� i ,� •'-?CP\t` �,\\ ♦S�. ' \ N .
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<br /> GE=577.75 it a ' s IE=558.9� /�� m\ \lam?'\\ `:` �� y \\
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<br /> " ' � /� ', 111 + `+` :0 `'\ �\` h' \P \ \ B 6" CLEANOUT TYPE 2 PER C.O.E. STD. DWG. 604.
<br /> B#20 .to VAULT CORNER- J 1 \
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<br /> I CB 20 TYPE 1 l 66 G ,__ N 342465.8 r i 1 G <
<br /> W/CONCAVE GUTTER INLET I Ed - - 1 •� _ _.,,.SSEEE LANDSCAPE U E 1290858.8 ___ _ __ _ ' 1 1 1� 'i�` ,�`` <;SEE WG DPI O7 ROOF DOWNSPOUT TO BE SPLASH BLOCKED ONTO RAIN
<br /> VAULT CORNER
<br /> ' FRAME& GRATE NEENAH R- ' t �� N 342441.96, , 1 s yG 1\ `. --A GARDEN-STREAMBED COBBLE SPILLWAY
<br /> 'PLANS do DWG DDB r % S'p
<br /> ' SERIES OR APPROVED EQUAL Y , 'I 1- 5 E 1290825.55 I , 1 + `� \
<br /> 1 ' I ; ' ,1. CENTER OF OIL 1 I „MI,1 1 ® \`\\ \ ' 8 INSTALL 6" PVC STORM DRAIN PIPE STUB FROM
<br /> N:342494.84, E:1290553.83 SOI __ I 1 1 1, WATER SEPARATOR , i r t O'.. ,,,� \ O
<br /> GE=577.03 - ---r IaG°'., I Al.- 1 r i '. \;'o \• \ CB 15 CLEANOUT TO SWIFT SHELTER DOWNSPOUT LINE PER
<br /> i ! I 117LF 6" DIP ®1.0%•MIN GPAss cN 342492.28, �- 1 1 / -\ O. �\ \ # DETAIL ON SWIFT II DWG. NO. BSP2.
<br /> 12" IE-574.29 E 2 ,l _----- VAULT W - -=- i R` SEE DWG. '1-FP•
<br /> _ O I' I - _ DETENTION , E 1290889.39-7;' ..\'
<br /> `{1 - - CB #10 TYPE 1 - - SEE DWG. DD2-DD3.___ W W - 1 I 1 t " -� \ .\" I O9 CONNECT NEW CATCH BASIN TO EXISTING PIPE.
<br /> 110LF 12" DIP 00.50%\ I,0 `�. I \a\ I
<br /> J I I',. '•` Sp SEE DWG DP1 �`, CB �6 TYPE 1 � ,' R . .,. 'y
<br /> L I: _ - SEE DWG DP2 _ CB TYPE 2-48" �',••- P oo \
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<br /> (n ��' 1 f ; i I SEE DWG DP7 - -SEE DWG. DP1- - - -"1-'-,-- .- �-* - I
<br /> m W/CONCAVE GUTTER INLET 1 ,' 37LF 6 PVC 0 .0% MINz-•• -_ _- X _ s\� -G-II
<br /> `m I I ', ( FRAME & GRATE NEENAH R-3381{`, +`+ n i i i , 1 DRAINAGE SWALE SEE SECTION -- '>E- "` - �-a -Z - ;L - F
<br /> I I END OF SERIES OR APPROVED EQUAL EP ( 'j; A-A AND DWG GR2 .
<br /> a I BRIDGE N:342385.27, E:1290562.44 I - i, r I `% 6
<br /> GE=576.92 I P i 1, ` '�' ®•`I `\?v,
<br /> -- 574.12" IE=574.77 (N) B 601
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<br /> .,i\• ,. \��;,,1 \ I'� }.� UGI:- v FL POWER PULL BO>; SURVEY NOTES: I v,''
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<br /> '\ 7', - ,. A!4!tit_1 ' , p•(J STORM CLEANOUT 1. HORIZONTAL DATUM:WASHINGTON STATE PLANE _ NORTH ZONE (4601), NA083(1951),US ,_W/E!AA9Eo�TO�
<br /> 7 �Ss.;,,�;5, \\�'• \ �;�^` I,\ �, ,� `` i , , + SURVEY FOOT,PER PPiMDED CONTROL FROM _ 7` �-.,
<br /> m 6v (r".f j.0 l,`-'\.\''.' P�C )'1'�` I/ I\', \0.00 G!I')4^b1at/ ' I I'1 POWER V,tULY - WOOD 'v` •\/ \9"MAPLE r
<br /> It) .,, ,` \ \' `•r`, -s, \ .. 4-: - __J 1 ti l __! I _ .- ,. o. VERTICAL DATUM: tJAVD88,PER PROVIDED CONTROL EL'L' X. .E%A.6/, 'M
<br /> U
<br /> - LEGEND
<br /> ,2 49 SD STORM DRAIN
<br /> �� . - - > - - - DITCH
<br /> u DRAINAGE SWALE I GENERAL NOTES: ■ CATCH BASIN
<br /> •
<br /> 1. ALL NEW CATCH BASINS, SHALL HAVE VANED GRATES CLEANOUT
<br /> SECTION A-A PER WSDOT STD. PLAN B-30.30-01, UNLESS
<br /> ry OTHERWISE NOTED.
<br /> N.T.S. 2. THE OFFSETS AND COORDINATES OF ALL CATCH
<br /> BASINS ARE MEASURED TO CENTER OF STRUCTURE,
<br /> UNLESS OTHERWISE NOTED.
<br /> r B. ALL ONG STORM DRAINPL PIPE AND EXISTINGPROCATCH
<br /> E BASINSSHOWN IN THESE PLANS ARE TO BE PROTECTED 811 .
<br /> UNLESS OTHERWISE NOTED. 41111
<br /> g 4. SEE PLAN SHEET DR1 FOR STORM DRAINAGE NOTES. NAVD88�
<br /> lir
<br /> 5 Know what's below. I
<br /> o 99- l Call before you dig.
<br /> E \ 2/8/17 ADDENDUM NO. 1 MS DS * �90 Drawing N.
<br /> B 3/1J11 CHANGE ORDER NO.1-RESPONSE TO CRY PERMIT COMMENTS MC DS -f9 P. � "m Drown By Dote scALE COMMUNITY TRANSIT DRZ
<br /> 59p E RT E E T --- MMC 10/14/iq
<br /> bi. �/nits RECORD DRAWING REVISIONS AY BC o- o o �� %� Designed By Hone SEAWAY TRANSIT CENTER
<br /> 9/23/19 ADDITIONAL BUS '-__--S MCQ1711 'IUCIit'ytt'd1151
<br /> 2707COLBYAVENUE,SURE900 R-cisTER. Checked By 10/14/79 Vert t azo'
<br /> ' EVEREff,WA98201 SraJe R t`�~ /ANAL ENS BC 10/14/19 - L A j Sheet No.
<br /> S No. Dote Revision By Appr. 425.252.7700 1800.6159900 APProved Project Number
<br /> DRAINAGE PLAN 21 71
<br /> of Total
<br />
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