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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 u
<br /> ,P .ti � A • •1 ' ■ CB 2554"'PE I
<br /> � 1 I \ c� �� ' *• X • \ \ \ CB 1 B TYPE 1
<br /> 9.20
<br /> •
<br /> t. I \ '�` �•© ` \ \ W/BEEHNE GRATE �-126 CONC NW=562.92
<br /> , \ I •s- O , ! \ \SEE DETAIL DWG DDX
<br /> e 2'CONC 5E=56279
<br /> 71 LF 6' PVC 011.0% MI Zi •-` O O , •`` y``"� t • MODULAR • ` N:342532.30, E:1290896.09;
<br /> GE=589.10 \
<br /> . ,\ a %SEE
<br /> B #6 TYPE t 'r ' •� WETLAND `-� \ '\©© 12' IE=565.10 (SW)
<br /> I I I I •'� DWG DP2 \` ��\ �S• •, SEE DWG DDS SCB #17
<br /> EE DWG. FP1-FP2 Q,\
<br /> I ° •\ GOLF 6' PVC 01.0% MIN ` \
<br /> ` ©I I I • �G% �•-LF 12' C 4.15% OIL/WATER o�\ cB v64 T PE SCALE
<br /> fi 12 PVC O 2=567.48
<br /> 13LF6' PVC 01.0% MI i'�'
<br /> - ?,i SEPARATOR SEE T \ E 12 corc sv ■ ■ ■ ■ ■
<br /> i ' �._1 \\ O SD `'\. 61 .%0%4 �• \ DWG DD4 ` \ IE 12-coNc SE
<br /> ■ ■ ■ ■ ■
<br /> ,,,,,,, �' 9-4 �4 \10\\
<br /> 33LF 12' PVC 01.33% \ \ 20 0 20 40
<br /> ®©� i I r• I [I I m c �` ••' \ •�,• \' CB #16 \ �1 \ FEET
<br /> I 84LF 6" PVC 01.0% MI SEE DWG. FP1 FP2
<br /> 0B42014 _Li [ ,0 L $ . • , \ 5 6 \\ CONSTRUCTION NOTES:
<br /> 9LF 12' DIP 00.78% pi N:342494.97, E:1290562.62 , LN. � , •,j ♦ � ��' _ ______O s_j,� CH,_ WN+i \ 0 CONNECT PIPE TO EXISTING STRUCTURE.
<br /> litiL, GE=576.56 • I' 'p IE=562.28 'II: O t _ - \
<br /> 'a zot TYPE 12" IE-574.22 (S) a. \ • '�� - O \\s \ \ O REPLACE EXISTING GRATE WITH SOLID LOCKING COVER
<br /> E 1276H.PE N=74.22 rl I 12 IE=574.22 (W) I j `A' \ • �� ''•. \� \ PER WSDOT STD. PLAN B-30.20.
<br /> I°` Q WoI CB #12 `, K ,� ' \2• 12 PVC 00.64% \ \ O ADJUST CATCH BASIN TO FINAL GRADE.
<br /> I p a ii m i I I SEE DWG. DPI ..::::**2. :� \ \\ \ O PAVEMENT RESTORATION PER C.O.E. STD. DWG. 316.
<br /> 1 3 �- m m I O A• ���1 .; ?� \ •� ,I,1, \ \ O 604.EWER CLEANOUT T1PE 1 PER C.OE. STD. DWG.
<br /> I ,CB{�1 TYPE 1 t _ _ _ \ � \� \\ �C'R LJ0=566.1 O 6' SEWER CLEANOUT TYPE 2 PER C.OE. STD. DWG.
<br /> 1 ` W/cONCAVE GUTTER INLET LAYOVER •- ' \G� `. ,`, CB #11 TYPE 1 604.
<br /> FRAME do GRATE NEENAH R-3381 `_ _ _ \2 �,
<br /> IINL SERIES OR APPROVED EQUAL , SEE DWG DP1 IY
<br /> I• IE--558.9• �; \
<br /> tp S N:342494.84, E:1290553.83 ®I r `� \
<br /> GE=577.14 I ?0
<br /> 1
<br /> I I ,- I o`ASS DETENTION VAULT CB 18 TYPE 2-48" a "CB #15
<br /> 1 I SEE DWG. DD2-DD3 SEE DP1 { u,p�- . SEE DWG. FP1-FP2%
<br /> 110LF 12" DIP 00.50%
<br /> L - CB#7 TYPE 1 k _ '• �1 n LLI
<br /> ' i \\61 i I -� -N:342451.20, E:1290872.54 `I x op�
<br /> - - � GE=570.93 - m •
<br /> z I I ®�11 -IS 6' PVC 01.0% MIN - 12' IE=566.50 (NW) ,.INE TREES' $[,841F 12' DIP 02.57,,p / I -� 'r t N
<br /> s I L��O ER I I I�_ 12' 1E-566.50 (E). ' \
<br /> Ipp''II S\ >
<br /> Y. B C 01.0% MI ' pd 02�t 1a'MAPLE\\ �``'�`'
<br /> B 7aLF 6' Pv
<br /> ❑ I 9 Z ,drrr.rr ..r.rr... .. .r..r... l v
<br /> } I / • a- SET SCRIBED x , -, rT r \
<br /> w ELEV=575.49 / •-��% f� \N 3 \ o:" 0 8' EASEM� -- - --------- 0 - ----- ---------`------CB #9 TYPE 1- -------- ---- 12- \ - W
<br /> Z
<br /> - a' / -- 128LF 6" PVC 01.0% MINCB #10 TYPE 1- CB #13 - - - -2.42 - - E �\
<br /> !� 1��' I CB#21 TYPE 1 'AN5FTO SC SEE DWG. DPI CB #14- ,D.
<br /> En W/CONCAVE GUTTER INLET AWN io SCALE)
<br /> SEE DWG DP1 N
<br /> 37LF 6' PVC 01.0% MI SEE DWG. DP1 do FP1-FP2
<br /> 0 1 I FRAME & GRATE NEENAH R-3381]CT: 7'CLF W/84RBE0 CT= -�� /
<br /> °a J END OF SERIES OR APPROVED EQUAL BP TOP oN CONC `�J
<br /> o, I BRIDGE N:342385.27, E:1290562.44 CP -'� CP A P O r 16
<br /> I a:. GE=577.00 C8 2362 TYPE I
<br /> 12' IE=574.77 (N) BP CE=565.60 >fR
<br /> , '• IE 12'PVC 5E=562.09 4C''''',4,,
<br /> d .ewe.._ h CP
<br /> E. I I 1 a m _ _ C E-- 1...- o� 1rm BP 304
<br /> - crPFSs
<br /> E
<br /> • j a \\ (I�l�I
<br /> ri, i o`N" \\ _ CPN
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<br /> m ( �O \\ Q 20 8-MAPLf
<br /> u - \ R r,"6'CV
<br /> '! n \\ W/BARBED TOP
<br /> T \ m ,-8'WDF X
<br /> I �� vv /� 5 MAPLE
<br /> r
<br /> P,
<br /> V
<br /> O
<br /> GENERAL NOTES:
<br /> 1. ALL NEW CATCH BASINS, SHALL HAVE VANED GRATES
<br /> PER WSDOT STD. PLAN 8-30.30-01, UNLESS
<br /> OTHERWISE NOTED.
<br /> 2. THE OFFSETS AND COORDINATES OF ALL CATCH
<br /> a BASINS ARE MEASURED TO CENTER OF STRUCTURE,
<br /> UNLESS OTHERWISE NOTED.
<br /> P 3. ALL EXISTING STORM DRAIN PIPE AND EXISTING CATCH CALL 2 BUSINESS DAYS BEFORE YOU DIG �VD8S
<br /> Ez,. BASINS SHOWN IN THESE
<br /> UNLESS OTHERWISE 1 RWISE NOTEDP LANS ARE TO BE PROTECTED 800 424 5555 I
<br /> '9 UTILITIES UNDERGROUND LOCATION CENTER I
<br /> i
<br /> Perteet Drawn Hod.
<br /> SCALE COMMUNITY TRANSIT `D awing No.
<br /> o� �o o} 75%SUBMITTAL De;;Mg�,d 9/27/16 Na: DR2
<br /> 425-252-770011800615-9900 communItytransI NOT FOR MM 9/27/16 1-=2D• SEAWAY TRANSIT CENTER
<br /> CONSTRUCTION
<br /> Checked Vert Sheet No.
<br /> 2707 CDIby Avenue,Suite 900 s,,,,;e y BC 9/27/16
<br /> a Na. Date RoNnion Everett,Washington 98201 Approved
<br /> By Project Number
<br /> DRAINAGE PLAN
<br /> h By MDr.
<br /> of Total
<br />
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