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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 /> J I +. ; \\ ♦ \ CB#18 TYPE 1 <br /> �I I 29LF 4" PVC Pipe 00.69% ° <br /> \ W/BEEHIVE GRATE <br /> UPTURNED 90 DEGREE © \ ``, SEE DETAIL DWG DD1 <br /> i I _ BEND ., si. \ , •342532.30, E:1290896.09\ <br /> I <br /> ° E=573.18 \ ,• � MODULAR- \\ E=569.10 \ <br /> I 4" PLASTIC ATRIUM DRAIN ♦� CB #5 TYPE 1 WETLAND \ , 00 1-" IE=565.10 (SW) \ <br /> GRATE DWG DP2 • SEE DWG DDS \ CB #17 \ <br /> RIM 573.93 ° , \ SEE DWG. P1-FP2 \ <br /> II I �� CO \ 3\LF 6' P\VC a.OX MIN �` \ <br /> I 22.5 DEGREE BEND IE=561.9e G 68LF 12" PVC Q4.i5X- OIL/WATER \ SCALE <br /> I IE=572.96 1 `` SEPARATOR SEE \ • • • • • <br /> - �� 5 . DWG DD4 1 V ■ ■ ■ ■ ■ <br /> o <br /> 27LF 4" PVC ®0.679; -� \ �.,, .�,.. 0 33LF 12" PV 01:33% \ 20 0 20 40 <br /> • <br /> \ <9 '-CENTER OF 7...1 D \ \ <br /> \ \\ FEET <br /> ©©0 ® I I CB#2014 I - - 7 `�i Gs, L $ N 39088.94, s. <br /> � \ <br /> 9LF 12" DIP 00.76% >- I N:342494.97, E:1290562.62 \ ti m �\ ---------`- CONSTRUCTION NOTES: <br /> Q I GE=576.56 CB#25 TYPE 1.."..y.- � �,- O� 9� E=562.28 ,_---------- O \ <br /> m ' SEE DD2 • ----- O CONNECT PIPE TO EXISTING STRUCTURE. <br /> I b iD 12" IE=574.22 (S) W/BEEHIVE GRATE CB TYPE 1 9 41LF 18" �' \-� - - \ <br /> 12" IE=574.22 (W) SEE DETAIL DWG DDI4 RIM=574.Ot IE=561.05 PVC 00.73X \ 2 REPLACE EXISTING GRATE WITH SOLID LOCKING COVER <br /> • Z IE=574.22 N N:342494.06, E:1290726.79 IE=564.67 SEE DP1 CB 116 \ O <br /> O r O GE=573.46'®� 0' • IE=572.80 '•,\` \ \ \ �\ SEE DWG. FR1-FP2 \ PER C.O.E. STD DWG 410. <br /> I I Q I 16" IE=571.00 y I •: A TYPE 2-60" <br /> ©O • ) � \ 13LF 6" PVC 00.OX CB /12 �.', fr. .� \ FLe PUTTER O ADJUST CATCH BASIN TO FINAL GRADE. <br /> - - SEE DWG. DP1 ••\ �.�,� O <br /> CLEANOUT �i , ,`,.1 ..........SEE <br /> E WG. ••••/-� 0 SE I .IL DWG NO. DDS 4 PAVEMENT RESTORATION PER C.O.E. STD. DWG. 316. <br /> f - N:342470.00, E:1290585.36 r-_ ° _ \ <br /> o".- 3 GE=577.75 J ����� F \ O5 6" CLEANOUT TYPE 1 PER C.O.E. STD. DWG. 604. <br /> 1 O <n �- ••.�..d *11� ° I. o W IE=558.90 " \ <br /> _ .to 6" IE=574.16 (SE) \ sp <br /> r� I I B 6 o- VAULT CORNER ;'�V \\ 9O8 6" CLEANOUT TYPE 2 PER C.O.E. STD. DWG. 604. <br /> CB#20 TYPE 1 < _ RAIN GARDEN N 342465.87, \ lG `sr- #11 TYPE <br /> W/CONCAVE GUTTER INLET I I SEE LANDSCAPE VAULT CORNER E 1290858.87 \ Z SEE DWG DP1 L!) O. ROOF DOWNSPOUT TO BE SPLASH BLOCKED ONTO RAIN <br /> FRAME & GRATE NEENAH R-3 PLANS & DWG DD6 N 342441.98, `O \ c• GARDEN STREAMBED COBBLE SPILLWAY. <br /> E 1290825.55 - CL <br /> SERIES 4. APPROVED EQUAL 5 CENTER OF OIL \ 0 8 INSTALL 6" PVC STORM DRAIN PIPE STUB FROM <br /> 7=5794.64, E:1290553.83 SOI I \\ 0 O CLEANOUT TO SWIFT SHELTER DOWNSPOUT LINE PER <br /> WATER SEPARATOR <br /> \ DETAIL ON SWIFT II DWG. NO. BSP2. <br /> GE=577.03 117LF 6" DIP 01.0% MIN -- � � N 342492.28, Os, p CB �15 <br /> II 12 IE=574.29 (E) I I DETENTION VAULT W� E 1290889.39 \" SEE DWG. 1-FP i O <br /> SEE DWG. DD2-DD3 <br /> HOLE 12" DIP 00.507. 1� CB /10 TYPE 1 W W \ Nii 9 CONNECT NEW CATCH BASIN TO EXISTING PIPE. <br /> L - I 10 SEE DWG DP1 CB #6 TYPE 1 \ <br /> E 1 I - - - - - 19LF 6" PVC 01.0% MIN- SEE DWG DP2 CB7 TYPE 2-48 S� ��� LL_I 10 CONNECT SHELTE6.R DOWNSPOUT TO CATCH BASIN OR <br /> 0 1 �i I 7 - - '� - - - - SEE DP1_ !=I ,tom CLEANOUT VIA PVC STORM DRAIN PIPE. <br /> SD <br /> z , ] BUS!BAY 5 . 1121 BAY 4 SS SS �, \ W <br /> ii <br /> J CD t a �i.' ��k 0 SD ��`` LI] <br /> I 1 • N <br /> Q �, I S 8' EASEMENT _ _ _ _ - - - _ •_ _ _CB #8 TYPE 1L \ N ....... rJJ <br /> ._ <br /> I'� L - - - - - - - - <br /> - - - - - - -© - - SEE DWG. DP1 CB 13 ` \� •• ; Z <br /> Cr) % C8 19 TYPE 1 37LF 6" PVC 01.OX MIN SEED DWG SEE DWG. DP1- - -- - - \ J <br /> m W/CONCAVE GUTTER INLET - - - -- - <br /> N• I FRAME & GRATE NEENAH R-3381 DRAINAGE SWALE SEE SECTION <br /> SERIES OR APPROVED EQUAL �� C.)n A-A AND DWG GR2 <br /> N:342385.27, E:1290562.44 <br /> GE=576.92 Q <br /> o 12" IE=574.77 (N) <br /> c¢i CB #14 <br /> ai I IN.\ I.I SEE DWG. DP1 & FP1-FP2 <br /> w` <br /> • <br /> • <br /> \� <br /> r I N. \ t <br /> N �. , i <br /> S <br /> V <br /> LEGEND <br /> . 49 SD STORM DRAIN <br /> E �_ �� > - - - DITCH <br /> E <br /> M DRAINAGE SWALE "i GENERAL NOTES: ■ CATCH BASIN <br /> 1. ALL NEW CATCH BASINS, SHALL HAVE VANED GRATES • CLEANOUT <br /> 8 PER WSDOT STD. PLAN 8-30.30-01, UNLESS <br /> ry 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 /> g UNLESS OTHERWISE NOTED. <br /> 3. ALL EXISTING STORM DRAIN PIPE AND EXISTING CATCH <br /> :r BASINS SHOWN IN THESE PLANS ARE TO BE PROTECTED <br /> UNLESS OTHERWISE NOTED. 81 <br /> u 4. SEE PLAN SHEET DR1 FOR STORM DRAINAGE NOTES. <br /> I 1 ° NAV088 <br /> r <br /> a what's below. <br /> y 9- ' T • Know <br /> C l before you dig. <br /> e A 2/8/17 ADDENDUM NO. 1 MS DS } 90 Drawing No <br /> a 3/16/17 CHANGE ORDER NO.1-RESPONSE TO CITY PERMIT COMMENTS MC DS _ �4 m Drown By Dote SCALE COMMUNITY TRANSIT <br /> � /tO RECORD DRAWING REVISIONS AY p E RT E E T / MMC 10/14/19 ' DR 2 <br /> 9/23/19 ADDITIONAL BUS SHELTERS O fl m u n i t y t ra n sit t /� �/� / �� Designed By "°ri= SEAWAY TRANSIT CENTER <br /> MC MM .54923 MM 10/14/19 1"-.20' <br /> o 2707COLBYAVENUE,SUTTE900 _ - '�f ecisrEs�* Checked By Vert Sheet No. <br /> EVEREFT,WA98201 - f/ONAL ENS BC 10/14/19 - �' <br /> O No. Dote Revision - BY A„�. 425252.7700 1800.615.9900 "'°`°fed By Project 00s7.00;` DRAINAGE PLAN -- 0 21 of Tot°, <br />