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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 \ ' \\ CB#18 TYPE 1 <br /> I l © \ ``` W/BEEHIVE GRATE <br /> UPTURNED 90 DEGREE 29LF 4" PVC Pipe 00.69% 0 ♦ \ �` SEE DETAIL DWG DD7 <br /> I o BEND ,e \ �`� :342532.30, E:1290896.09\ <br /> T I IE=573.18 .I \ 1 \ .E=569.10 \ <br /> _ MODULAR- \ <br /> 4" PLASTIC ATRIUM DRAIN .� CB #5 TYPE 1 WETLAND \ ©© 1-" IE=565.10 (SW) <br /> II 1 <br /> I I GRATE SEE DWG DP2 v, SEE DWG DD5 \ `\ ' \ CB #17 \ <br /> RIM 573.93 0 \SEE <br /> SEE DWG. P1-FP2 \ <br /> % I I I ® \ 3\LF 6" PVC 01.0% MIN \ <br /> i / r II 22.5 DEGREE BEND IE=561.9•�` 6SLF 12" PVC ®4.15%- `OIL/WATER \ SCALE <br /> IE=572.98 ` \SEPARATOR SEEI. ///// 11 © \ . DWG DD4 ■ ■ ■ ■ ■• <br /> �_O ' 27LF 4" PVC ®0.67% ° g0 33LF 12" PV ®1.33% \\ 20 ■ ■ ■ 0 2 0 <br /> ©DO \ o ,CENTER OF Wa D \ `\ FEET <br /> Li <br /> CB#2014 ` �II` I ;�� .IJ' L90881.18 ````�\ ___��_________9LF 12" DIP ®0.78% >- 1 N:342494.97, E:1290562.62 ti �1- �, 28 , __ ` CONSTRUCTION NOTES: <br /> 1 GE=576.56 CB#25 TYPE 1E=562 `----- <br /> 0m P 12" IE=574.22 (S) W/BEEHIVE GRATE ' CB TYPE 1 9 '_ \ O CONNECT PIPE TO EXISTING STRUCTURE. <br /> b \ 41 LF 18" ..... <br /> c' <br /> 12" IE=574.22 (W) SEE DETAIL DWG DD7,t RIM=574.Ot IE=561.05 PVC ®0.739° <br /> I Z IE=574.22 (N) N:342494.06, E:1290726.794 <br /> IE=564.67 J`'/ SEE DP7 \ CB #16 \ O REPLACE EXISTING GRATE WITH SOLID LOCKING COVER <br /> GE=573.46 �`'ik <br /> 0 - •I IE=572.80 J \ \ SEE DWG. FR1-FP2 PER C.O.E. STD DWG 410. <br /> 1( •: A TYPE 2-60" 3 ADJUST CATCH BASIN TO FINAL GRADE. <br /> I ; ©O I 12" IE=S•= •= E) �\ �73LF 6" PVC 00.0% CB #12 ��,� �_°AI <br /> .� \ O <br /> �� 1 SEE DWG. DP1 \'e <br /> �' FLc PLITTER <br /> M N:3424 CLEANOUT - • �` T �� �� ••4• \� �� , S_E •IL DWG N0. DD5 , O4 PAVEMENT RESTORATION PER C.O.E. STD. DWG. 316. <br /> ,- N:342470.00, E:1290585.36 , r-- �� o IE=560.OD •m A --et . \ <br /> La 1 GE=577.75 L.-_ T J Ip �� •t.�� \ O 6" CLEANOUT TYPE 1 PER C.O.E. STD. DWG. 604. <br /> O 1n - `i O o IE=558.90 <br /> ii\-) z , / <br /> 6" IE=574.16 (SE) �/� L j _ \ s0. <br /> #2 ISO I I B 6 VAULT CORNER��� ,� v \\ 9 \`\`\\ ` O <br /> 8 6" CLEANOUT TYPE 2 PER C.O.E. STD. DWG. 604. <br /> CB#20 TYPE 1 i= RAIN GARDEN N 342465.87, \ (G CB #11 TYPE s}y <br /> W/CONCAVE GUTTER INLET I I SEE LANDSCAPE VAULT CORNER E 1290858.87 \ \ SEE DWG DP1 p!') O ROOF DOWNSPOUT TO BE SPLASH BLOCKED ONTO RAIN <br /> �� N 342441.98, 2 GARDEN STREAMBED COBBLE SPILLWAY. <br /> FRAME & GRATE NEENAH R-3 PLANS & DWG DD6 r \ <br /> SERIES OR APPROVED EQUAL 5 E 1290825.55 \G•� Ct <br /> N:342494.84, E:1290553.83 SO I CENTER OF OIL \ Op _ Q O <br /> GE=577.03 WATER SEPARATOR s§ki: <br /> CB #15 8 INSTALL PVC STORM DRAINRPIPE STUB FROM <br /> 117LF 6" DIP 01.0% MIN N 342492.28, \ CLEANOUTDETILONSWIFT SWIFT SHELTER DOWNSPOUT LINE PER <br /> I 12" IE=574.29 (E) I DETENTION VAULT W� E 1290889.39 \\° SEE DWG.\fY�1-FP O DETAIL II DWG. NO. BSP2. <br /> CO #10 TYPE 1 SEE DWG. DD2-DD3 \ <br /> 110LF 12" DIP 00.50% j W W 9 CONNECT NEW CATCH BASIN TO EXISTING PIPE. <br /> I SO SEE DWG DP1 CB #6 TYPE 1 <br /> L - - - - 19LF 6" PVC 01.0% MIN_ _ SEE DWG DP2 CB #7 TYPE 2-48 `� �yI 1119 `\\` w 10 CONNECT SHELTER DOWNSPOUT TO CATCH BASIN OR <br /> o % to SEES SD _ �� = .£•' = CLEANOUT VIA 6" PVC STORM DRAIN PIPE. <br /> Ei SD SO _ SD <br /> z 1ss <br /> I- BUSIBAY 5 • I �♦ Cl) <br /> fr c J Li <br /> J r <br /> 1 \ I L SD „` `��, W <br /> • �'o CO 1'1 I -1 E.-' At�� \ �`� i\ <br /> � 1 <br /> Q 1 8' EASEMENTil <br /> N \\ W <br /> 3 i I ) - - - - - - - - - - -CB #8 TYPE 1L - - - \\ • Z <br /> Q 1�'. L _ _ _ - _ _ _ - - -0 - SEE DWG. DP1 CB 13 \ N <br /> lil <br /> to ,% 1 CB#19 TYPE 1 CEE DWG DP1 - - - -SEE DWG. DP1 - • J <br /> W/CONCAVE GUTTER INLET 37LF 6" PVC 01.0% MINI <br /> m I FRAME & GRATE NEENAH R-3381 DRAINAGE SWALE SEE SECTION <br /> SERIES OR APPROVED EQUAL CD U <br /> N:342385.27, E:1290562.44 A-A AND DWG GR2 <br /> a Q <br /> GE=576.92 <br /> 0 12" IE=574.77 (N) - C <br /> if)h + _ CB #14 <br /> \\ LI SEE DWG. DPI & FP1-FP2 <br /> d <br /> m <br /> • <br /> • <br /> 5' <br /> 5' <br /> • <br /> - <br /> \.'... <br /> A ` <br /> - LEGEND <br /> a3 SD STORM DRAIN <br /> -----.. �-- > - - - DITCH <br /> DRAINAGE SWALE 1 GENERAL NOTES: ■ CATCH BASIN <br /> 1. ALL NEW CATCH BASINS, SHALL HAVE VANED GRATES S CLEANOUT <br /> SECTION A-A PER WSDOT STD. PLAN B-30.30-01, UNLESS <br /> OTHERWISE NOTED. <br /> II 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 /> IL 3. ALL EXISTING STORM DRAIN PIPE AND EXISTING CATCH ' <br /> a BASINS SHOWN IN THESE PLANS ARE TO BE PROTECTED <br /> UNLESS OTHERWISE NOTED. <br /> 4. SEE PLAN SHEET DR1 FOR STORM DRAINAGE NOTES. <br /> ° NAVD88 <br /> T r <br /> oe E R T Know what's below. I <br /> E 9-oe WA yr�,9 Call before you dig. <br /> 2/8/17 ADDENDUM NO. 1 MS DS �' Drawing No. <br /> 16 n CHANGE ORDER No.1-RESPONSE TO CITY PERMIT COMMENTS MC DS 4` ' •"•r^ Drown By Dote SCALE COMMUNITY TRANSIT <br /> p E RT E E T o-- 0 f, m MMC 10/14/19 D R 2 <br /> 7 � /72J19 RECORD DRAWING REVISIONS AY BC , e i�. Designed By No e <br /> \ 9/23/19 ADDITIONAL BJS _I-ELTETS c communitytrdnSlt / io Rs4923 ey 4`'' MM 10/14/19 1'=20 SEAWAY TRANSIT CENTER <br /> 2707 COLBY AVENUE,SUITE 900 '`�' ECiSTER Checked By Vert ' ) sheet No. <br /> R EVERETT,WA 98201 �`r�NNA( ENG\ BC 10/14/19 - / <br /> O No. Dote Revision By425.252.7700 800.615.9900 Approved By Project Number DRAINAGE PLAN ' z, ot,otal <br /> Appr. 20160067.001 l - <br />