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SE 1/4, NE 1 /4 SEC 11 , T. 28 N., R. 4 E., W.M.
<br /> L. MATCHLINE SEE SHEET DR1
<br /> { I 1 J \\ • V\ '\ CB#18 TYPE 1
<br /> l /\` 29LF 4" PVC Pipe ®0.69% Q ♦�� W/BEEHIVE GRATE
<br /> UPTURNED 90 DEGREE © \ �\ SEE DETAIL DWG DD1
<br /> , I BEND ,j \ :342532.30, E:1290896.09\
<br /> I \ 0 IE=573.18 \ ,. MODULAR- �\ .E=569.10 \
<br /> 4" PLASTIC ATRIUM DRAIN �- CB #5 TYPE 1 WETLAND ©O 1." IE=565.10 (SW) \
<br /> I I GRATE DWG DP2 �, SEE DWG DDS �S
<br /> ,• CB #17 \
<br /> RIM 573.93 0 x \
<br /> i I \ 41) \ 3OLF 6" P N. \VC 01.0% MIN SEE DWG. P7-FP2 ,\
<br /> 22.5 DEGREE BEND IE=561.91 ` G 68LF 12" PVC ®4.15% ``OIL/WATER \ SCALE
<br /> IE=572.98 - ` © tSEPARATOR SEE
<br /> DWG DD4 \ miiii�0 l4" PVC ®0.67% ` 9-_ \ V
<br /> 33LF 12" PV 01.33% \ 20 0 20 40
<br /> \ ,CENTER OF Wa D • `\ FEET
<br /> ©©0 _� CB#2014 I� I Q. .. II ,�.i \ Gs ` N 3. 05.94, ``�•\ (S' _ \
<br /> # I i/II�� i q, 90881.18 ` \ 0,
<br /> 9LF 12" DIP 00.78% >- I N:342494.97, E:1290562.62 .� L ` CONSTRUCTION NOTES:
<br /> �_-
<br /> I GE=576.56 CB#25 TYPE 1 ,. 9� _ E=562.28 - 0__________-- \ -
<br /> P 12" IE=574.22 (S) W/BEEHIVE GRATE i CB TYPE 1 y SEE DD2 � 0 O1 CONNECT PIPE TO EXISTING STRUCTURE.
<br /> 41LF 18" i `--_
<br /> 12" IE=574.22 (W) SEE DETAIL DWG DD1,' RIM=574.Ot • f IE=561.05 PVC 00.73% \
<br /> z N:342494.06, E:1290726.79 1 IE=564.67 , SEE DE CB i6 O REPLACE EXISTING GRATE WITH SOLID LOCKING COVER
<br /> < O IE=574.22 N GE=573.46�'� O L IE=572.90 - \ `�\ SEE#DWG. FR1-FP2 \
<br /> { l ( ) "\\\ A PER C.O.E. STD DWG 410.
<br /> > I I I Q I 6" IE=571.00 �� I •: A TYPE 2-60" O ADJUST CATCH BASIN TO FINAL GRADE.
<br /> p ©� I Y 12" IE=S•s .c E) • 1 �13LF 6" PVC 00.0% CB #12 ��,� C. .� N1 FL•` PLITTER
<br /> r Fe SEE DWG. DP1 \ �' , SE I .IL DWG NO. DD5 , O
<br /> r�. CLEANOUT �� �i �� .py\�� 4 PAVEMENT RESTORATION PER C.O.E. STD. DWG. 316.
<br /> 0 - -N:342470.00, E:1290585.36 r-- o IE=560.00 �� \ 6:\\ CB
<br /> S�
<br /> ►G_ I GE=577.75 • L_ T J W � \ O6" CLEANOUT TYPE 1 PER C.O.E. STD. DWG. 604.
<br /> O 1 • o IE=558.06" IE=574.16 (SE) • / `` 6" CLEANOUT TYPE 2 PER C.O.E. STD. DWG. 604.
<br /> � �� V SO VAULT COER/CB#20TYPE 1 BRAIN GARDEN MIXN 342465.87, #11 TYPE $yW/CONCAVE GUTTER INLET SEE LANDSCAPE VAULT CORNER E 1290858.87SEE DWG DP1 .!') O7 ROOF DOWNSPOUT TO BE SPLASH BLOCKED ONTO RAIN
<br /> N 3428, GARDEN STREAMBED COBBLE SPILLWAY.
<br /> FRAME & GRATE NEENAH RPLANS & DWG DD6 SERIES OR APPROVED EQUAL E 1290625.55
<br /> S CENTER OF OIL INSTALL 6" PVC STORM DRAIN PIPE STUB FROM
<br /> N:342494.84, E:1290553.83 OI GE=577.03 • WATER SEPARATOR_ CB #1512" IE=574.29 E 6" DIP ®1.0% MIN N 342492.28, CLEANOUT TO SWIFT SHELTER DOWNSPOUT LINE PER
<br /> O DETENTION VAULT W� E 1290889.39 \\ SEE DWG. 1-FP O DETAIL ON SWIFT II DWG. NO. BSP2.
<br /> SEE DWG. DD2-DD3
<br /> 110LF 12" DIP ®0.50% CB #10 TYPE 1 lt/ W \ L 9 CONNECT NEW CATCH BASIN TO EXISTING PIPE.
<br /> I L i SEE DWG DP1 CB #6 TYPE 1 w
<br /> 1 c I - - - TI - 19LF 6" PVC 01.0% MIN_ _ _ _ SEE DWG DP2 CB #7 TYPE 2-48"- S� '��� `\` 10 CONNECT SHELTER DOWNSPOUT TO CATCH BASIN OR
<br /> o Ls) I I - SEE DP1_ !=,111111•4\\
<br /> , I CLEANOUT VIA 6" PVC STORM DRAIN PIPE.
<br /> 11I I - - SD SD , SIP SD SD \ . (.�
<br /> z 1 BUS BAY 5 SS SS ISs . s
<br /> �Z:::.a� '�i
<br /> o p I a ., V 41
<br /> ��� SD e� W
<br /> /I-I I , �v
<br /> 3 0 8' EASEMENT-I _ _ _ _ _ - - _ _CB #8 TYPE 1L _ _ _ \N \\\ LL.I
<br /> 11 fil ` L _ - - - - - - _0 SEE DWG. DP1 CB 13 \ \\• Z
<br /> . -CB #9 TYPE 1 - _ #
<br /> (� 1 W/CONCAVE TYPE 1 SEE DWG DP1 - - SEE DWG. DPI - - J
<br /> v GUTTER INLET 37LF 6" PVC 01.0% MIN -� `
<br /> 4 I FRAME & GRATE NEENAH R-3381 DRAINAGE SWALE SEE SECTION
<br /> S SERIES OR APPROVED EQUAL A-A AND DWG GR2 U
<br /> N:342385.27, E:1290562.44 Q
<br /> a GE=576.92
<br /> 0 12" IE=574.77 (N)
<br /> U CB #14
<br /> rL SEE DWG. DP1 & FP1-FP2
<br /> CI
<br /> `° \
<br /> Ft
<br /> I \
<br /> 0. \
<br /> s \
<br /> 83
<br /> - - LEGEND
<br /> 43 SD STORM DRAIN
<br /> 12 z.
<br /> �� �� - - - DITCH
<br /> eS DRAINAGE SWALE I GENERAL NOTES: ■ CATCH BASIN
<br /> 1. ALL NEW CATCH BASINS, SHALL HAVE VANED GRATES S CLEANOUT
<br /> PER WSDOT STD. PLAN B-30.30-01, UNLESS
<br /> 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 /> UNLESS OTHERWISE NOTED.
<br /> r 3. ALL EXISTING STORM DRAIN PIPE AND EXISTING CATCH '
<br /> a BASINS SHOWN IN THESE PLANS ARE TO BE PROTECTED
<br /> mi
<br /> UNLESS OTHERWISE NOTED. 81P O -NAVD88
<br /> _ 4. SEE PLAN SHEET DR1 FOR STORM DRAINAGE NOTES.
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<br /> 13 o g ER r Know what's below. I
<br /> e-O0 "A,,,4, Call before you dig.
<br /> E 1 2/8/17 ADDENDUM NO. 1 MS DS ', 90 Drawing No.
<br /> 3 18 I7 CHANGE ORDER NO.1-RESPONSE TO Cli? PERMIT COMMENTS MC OS ¢` ?" :r Drown By Dote SCALE COMMUNITY TRANSIT
<br /> 7/22/19 RECORD DRAWING REVISIONS AY p E RTE E T �----o `., -m MC 1o/74/19 _ D R 2
<br /> p Designed By Florid SEAWAY TRANSIT CENTER
<br /> 9/_�, .. �'-'E _.., _ MC MM tommunitytransit �Q ,P64923 O MM 10/14/19 1=20'
<br /> 2707 COLBY AVENUE,SURE 900 '?' fclSrca Checked By Vert Sheet No.
<br /> N EVERETT,WA 98201 J'C/0 ENG\ BC 10/14/19 -
<br /> No. Dote Revision By App. 425.252.7700 1800.615.9900 Approved By Project Number
<br /> D RAI NAG E P LAN 2, °71
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