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HomeMy WebLinkAboutD-26900Aw Uj z FILE NAME TIME DATE PLOTTED BY DESIGNED By ENTERED BY -CHECKED BY PROD. ENGR. REGIONAL ADM. T. 23 N., R. 5 E., W.M. N 0 0 w N E 0 60 100 SCALE IN FEET -Odc ivv a v _J w 41 do 4� kv- VV C/o w-------- ..... do VV W w W w yf 0 ww w- W W 5 i S ­-J I w do OP w Vq- OP W A Q0" =3 w w w w w w W w mb d opWSW 11 z- ....... - - ------ OP . ..... op op op OP op . OP OP OP OP OP 61 =rAp _0 OP 4 w OP JV 'dj OP OP OP /,01 Op C -,f 77774\00' 00r;;0F1;?7,01: 77�1 \0x> OOFF 740or 'F4 /.47 777111 N '�F)7Z #'4 4Z 4400'y.'r 1017"7" x 4c, Lz- Ze)V �eZ"400"400rl0o%� 0VZ1>r0rZ,,0r# Z, no-11, - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - j — - — I — - — — - — - — — - — - — - LJ 0 x> N O/D e-N 21 Lj ox) ti tc) C3 0 OX> 010 00 2 4 w aft 150 LF 0101 60 LF lu IT-95 1205 0, 015 '757-7 J200 f 0 0 :Y21 mom w \0 '�177 Uj w 16 4 010 ox� 3 ElT51 6� 15 1 A 0.11 L .... ..... ST ST ST ST T .............. ST tff ;5 7 sr S Tc�) <-, ------- - ST ........ S N1- I 7. . . . . ... ...... .. 71.7-7-771-717-71 Z7_ 7= - — - — - — - — - — ----- )17 7" 7V Z7-, � =77 X �7, 7. 7 7- j .... ..... ... . ..... 1- - " — - — - — - — - — ZZ6 — - — - —.r - 46;146 W -w zz W W .... . ...... rj7- 21 X ....... 0 0 C9, b . ..... 0 /ZZzzz 0 0 0 0 0 j I Aj 0 0 0 ­ M M M _o - ST — — ST — - UD — — UD — q �1� QUARRY SPACES F] DRAINAGE STRUCTURE NUMBER EXISTING CATCH BASIN EXISTING MANHOLE EXISTING STORM DRAIN EXISTING UNDER DRAIN EXISTING CULVERT EXISTING DITCH LINE RIGHT OF WAY C:\ Workl ProjectWise\ BTJV00021dms02269 \BTJV0002_PS_DR 406-AB.dgn 10:15:33 AM 811912010 kx1a J. BLAIR m AS-BUILT S. WHITE A Q�, NDC 65 - REVISIONS FOR IFC J. TORRIE A NDC 68 - IFC L. HODGSON ISSUED AT RISK D. DYE I REVISION - ST - UD NEW CATCH BASIN NEW GRATE INLET NEW STORM DRAIN NEW UNDERDRAIN NEW DITCH LINE RETAINING WALL NEW ECOLOGY EMBANKMENT IMPACT AREA LINE BUFFER LINE 4A�1 * 1* LOCATION NO. GENERAL NOTES 1. SEE DP13 SHEETS FOR PROFILE AND STRUCTURE INFORMATION. r4 01 WAS4 P.E. STAMP BOX =9 .CONSTRUCTION NOTES, REGION NO. 10 STATE EXISTING STORM PIPE. WASI ADJUST TO GRADE. 716/10 I M S DJC JOB NUMBER 08107108 06129/08 JMS Jms BY CONTRACT NO. C_7296 03106108 DATE j 4A�1 * 1* LOCATION NO. GENERAL NOTES 1. SEE DP13 SHEETS FOR PROFILE AND STRUCTURE INFORMATION. r4 01 WAS4 P.E. STAMP BOX =9 .CONSTRUCTION NOTES, ILIFINGER BERGER REMOVE OR ABANDON EXISTING STORM PIPE. 415 - 118th Avenue SE Bellevue Washington 98005-3518 ADJUST TO GRADE. Phone: 425.519.6500 TRI-STATE CONSTRUCTION, INC gowud ewawxung REPLACE GRATE WITH BOLT DOWN SOLID METAL COVER PER STANDARD PLAN 8-30.20-01. CONSTRUCT CONCRETE COLLAR PER DD7. REPLACE EXISTING WELDED GRATE WITH FRAME AND DUAL VANED GRATES WITH BOLT DOWN- GRATES, PER STANDARD PLAN B40.40-00. TRENCH SECTION FOR OPEN CUT. FOR DETAIL SEE DD7. C, 0, ST. E AdW Washington State M0 W A IN WNW Department of Transportation J�4I � Y 3 t Corridor Program r4 0 5 ai lll_�Mlll DAVID EVANS ILIFINGER BERGER COD, ANoASSOCIATES ime. 415 - 118th Avenue SE Bellevue Washington 98005-3518 Civil Inc. Phone: 425.519.6500 TRI-STATE CONSTRUCTION, INC gowud ewawxung SHEET 52 OF DRAINAGE PLAN 392 SHEETS